HomeMy WebLinkAboutBuilding Permit 99-0226
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CITY OF PKlOR LAKE
J)epartment of ~uilbing 3Jnspection
o Final Permitted 0 Conditional C.O. Expires
This Certificate issued pursuant to the require1Tll!nts of Section 307 of the Uniform Building Code
certifying that at the time of issuance this structure was in compliance with the various ordinances of the
City of Prior lAke regulating building construction or use. For the following:
Use Classification
r/c NEW
Bldg. Permit No._ 99-226
Occupancy Type
Type Construction
VN
N/A
Zoning District
C1
Fire Zone
Legal Description
P/O SECTION 2 & 35, Tl15, R22
Owner of Building
~ite Address l5l.91l RTnr:F.MONT A VENUE
Contractor's Name & Address THE CITY OF PRIOR LAKE, 16200 EAGLE CREEK AVE., PRIOR LAKE
ROBERT D. HUTCHINS
Building Official
City Planner
Date:
DON RYE
Date:
ADDRESS
15740
SCHEDULED lo;1:~~:--
RID~O^j(~" Aus ~&.
CONTR.
I ~
.
CITYOF PRIOR LAKE
INSPECTION NOTICE
OWNER
PHONE NO.
PERMIT NO.
qq - Z2{p
o FOOTING 0 PLUMBING RI 0 EXIGRAD/FILLING
o FOUNDATION 0 MECH RI 0 COMPLAINT
o FRAMING 0 WATER HOOKUP 0 FIREPLACE RI
o INSULATION 0 SEWER HOOKUP 0 FIREPLACE FINAL
~FINAL 0 PLUMBING FINAL 0 GASLINE AIR TST
tOSITE INSPECTION 0 MECH FINAL 0
COMMENTS: .Y~NII0\O ~b~
~
~ORK SATISFACTORY, PROCEED
o CORRECT ACTION AND PROCEED
o CORRECT WORK, CALL FOR REINSPECTlON BEFORE COVERING
Inspecto~a . ~ Owner/Contr:
CALLW7-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY!
INSNOTI
.
. .
CITY OF PRIOR LAKE
INSPECTION NOTICE
ADDRESS
157q()
OWNER
PHONE NO.
o FOOTING
o FOUNDA nON
o FRAMING
~~~TION~ ~
~E INSPECTION
COMMENTS:
(;) r::d'\ l,(.f_
(7-) hi V', f
(3) kJ.,J
SCHEDULED
R.;~~
CONTR.
PERMIT NO.
o PLUMBING RI
o MECH RI
o WATER HOOKUP
o SEWER HOOKUP
':l.~ l.LUMBING FINAL
~ECH FINAL
~~
TIME
tD~
9'l - 2'l~
o EX/GRAD/FILLING
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
o GASLlNE AIR TST
o
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o WORKSAT FACTORY, PROCEED
TA 10 ND~
Ful'\ I'\I:INSPCCTIO~ERING
Inspector:/
I
----
Owner/Contr:
CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
CdpE REQUIR~ENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY!
\/ INSNOTl
II
.
~ ~
, .
CITY OF PRIOR LAKE
INSPECTION NOTICE
SCHEDULED ~/t1 CO ".,
e; I ~ C) Q, D b'C,'1,,\ 0,,- r-
.
CONTR.
ADDRESS
OWNER
PHONE NO.
PERMIT NO.
crq- 22-0
o FOOTING
o FOUNDATION
o FRAMING
o INSULATION
'}(FINAL
/0 !rR: INSPECTION
o PLUMBING RI
o MECH RI
o WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
o EX/GRAD/FILLING
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
o GASLlNE AIR TST
o
COMMENTS:
e~\('\..e-{.{.iV~ ~. ~-S
II', O,/LQ~~ <J
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LU
~ORK SATISFACTORY, PROCEED
o CORRECT ACTION AND PROCEED
o CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING
Inspector: 1w. McO~wner/Contr:
-../ --
CALL 447.9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYI
INSNOTl
II
_."......"~---.~'~~-~ .
I.
SCHEDULED
$
TIME
, j
CITY OF PRIOR LAKE
INSPECTION NOTICE
If :-n
ADDRESS (;7'(0
~~
'"
OWNER
CONTR.
PHONE NO.
PERMIT NO. qq - 2.ZG.
o FOOTING 0 .PLUMBING RI
o FOUNDATION 0 MECH RI
o FRAMING 0 WATER HOOKUP
o INSULATION ~. 0 SEWER HOOKUP
o FINAL I- 0 PLUMBING FINAL
o SITE INSPECTION ~ MECH FINAL
o EX/GRAD/FILLING
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
o GASLlNE AIR TST
o
~MMENTS:
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o WORK SATISFACTORY, PRO
~ ~RRFVION AND OCEED
(7-0RR - T 0 K, CAL FOR REINSPECTION BEFO
Inspect+ c-- wner/Contr:
.../
CA _L 447. ~850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
COD\ RE~IREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYl
V INSNOTl
.
CITY OF PRIOR LAKE
INSPECTION NOTICE
ADDRESS I '57&;0
OWNER
PHONE NO.
o FOOTING
o FOUNDATION
o FRAMING
~NSULATIOtl/n
FINAL f\t~
o SITE INSPECTION
DATE TIME
(1/~
~ Ave
CONTR. ~,t1 ,"")..y-
3:<10
SCHEDULED
PERMIT NO. '1'1- "ZtG.
o PLUMBING RI
o MECH RI
o WATER HOOKUP
o SEWER HOOKUP
~LUMBING FIN.\LJI/I
~ MECH FINAL /V ,.,..
o EXIGRAD/FILLING
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
o GASLINE AIR TST
o
COMMENTS:
G)"1e. \'GA.4-,~ ~;~V'\ ~
(2) ~~ S~-\fr\- 'Q~
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.............
CA L 447- 850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
REQ lREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY!
II
INSNOTI
II"
I.
DATE TIME
CITY OF PRIOR LAKE
INSPECTION NOTICE
ADDRESS
IS7QO
SCHEDULED ~
KlO~~N()tJr
2.:00
OWNER
CONTR.
PHONE NO.
~OOTING ~
o FRAMING
o INSULATION
o FINAL
o FOUNDATION
o DEMOLITION
o FIRE PREV.
PERMIT NO.
qq- 2.2-cP
o PLUMBING RI
o MECHANICAL
o WATER HOOKUP
o SEWER HOOKUP
o SEPTIC INSTALL
o PLUMBING FINAL
o SITE INSPECTION
o EXC/GRAD/FILLING
o LKSHOREnNETLAND
o COMPLAINT
o SEPTIC FINAL
o FIREPLACE
o
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o CORRECT WOR
CTION BEFORE COVERING
Inspector:
Owner/Contr:
CALL 44
. j
.
! .
CITY OF PRIOR LAKE
INSPECTION NOTICE
ADDRESS 1 57'10
OWNER
PHONE NO.
o FOOTING
o FRAMING
o INSULATION
~INAL IL
~ ~OUNDATION r
o DEMOLITION
o FIRE PREVo
s~
~~
nA"fE: liMe
C. ./7 - 'ti:J 7 : ao
SCHEDULED
f4~d- ..4vt-
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CONTR.
PERMIT NO.
qq -z.~
o PLUMBING RI
o MECHANICAL
o WATER HOOKUP
o SEWER HOOKUP
o SEPTIC INSTALL
o PLUMBING FINAL
o SITE INSPECTION
o EXC/GRAD/FILLING
o LKSHOREANETLAND
o COMPLAINT
o SEPTIC FINAL
o FIREPLACE
o
CO~MENTS: .
t /2- I' 5-h.vYOfD~ (Yt stJU-t ~ ~
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o WORK SATISFACTORY, PROCEED
o CORRECT A ON AND PROCEED
o CORRECT
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Inspector:
, ALL FOR REINSPECTION BEFORE COVERING
Owner/Contr:
-4230 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
CODE EQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY!
i"""-~'..-' ..."..,.__...........-"~-._'"~._.._-,.,~-~-~'_.-.
CITY OF PRIOR LAKE
INSPECTION NOTICE
SCHEDULED
DATE TIME
7!1(1q
j;.3e)
ADDRESS
/5790 ;!:t066H~.N(
OWNER
PHONE NO.
o FOOTING
o FRAMING
o INSULATION
o FINAL
o FOUNDATION
o DEMOLITION
o FIRE PREV.
COMMENTS:
c.p 14-,)1_
CONTR.
PERMIT NO.
A)g: PLUMBING RI
o MECHANICAL
o WATER HOOKUP
o SEWER HOOKUP
o SEPTIC INSTALL
o PLUMBING FINAL
o SITE INSPECTION
eLL
k/l: L-Avl Cc>>\
I
Inspector:
e:v<
EED
EINSPECTION BEFORE COVERING
Owner/Contr:
q9 - 7. Z (-
......
o EXC/GRAD/FILLING
o LKSHOREIWETLAND
o COMPLAINT
o SEPTIC FINAL
o FIREPLACE
o
FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
CODE REQ '1 'MENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY!
II
.
Ii
CITY OF PRIOR LAKE
INSPECTION NOTICE
SCHEDULED
DATE TIME
8"'S- ~'i
AI
ADDRESS '5t:J.0 ~_~ ~
OWNER
CONTR.
PHONE NO.
-.LOTING ftf
~~UNDATION
o FRAMING
o INSULATION
o FINAL
o SITE INSPECTION
PERMIT NO.
o PLUMBING RI
o MECH RI
o WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
COMMENTS:
\2oe +- fu..d C;
-
~ . 7< ~ ( ')( l '2 t(
1'\
~~ l v\.s tz-eRU'1
)? ~ ~ fc...c:.-c 4 i:4
a. ~ ee, V~U:J}
~Lo~
'i'<1- ZZ(p
o EX/GRAD/FILLING
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
o GAS LINE AIR TST
o
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4 et.JJ
r{.'\tM~c1 VV'\
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~~
f:J"~
tJcoilA4P
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o ~ATIS '-C RY, PROCEED
~~~~~~T A TION AND PROCEED
o CORRECT 0 I'\LL ....") REINSPECTION BEFORE COVERING
Inspector: Owner/Contr:
CALL 47-98501,=OR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
CODE R~MENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY!
./
INSNOTl
II
.
~~/f 7' /.,/)~
?/)R~ P/I!//L (d:J
157'JO fl,;rJ-16T~,vr Cf'i- 2~
CITY OF PRIOR LAKE
INSPECTION NOTICE
SCHEDULED
ADDRESS
OWNER
PHONE NO.
PERMIT NO.
A kPlUMBING RI
Yo MECH RI
o WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
o FOOTING
o FOUNDATION
o FRAMING
o INSULATION
o FINAL
o SITE INSPECTION
COMMENTS:
~ LlO.,\ 6v.A;"
ok..-
s ~ ~ ~"-
OlfV
/
/
DATE TIME
~\'1 .~~
o EX/GRAD/FilLING
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
o GAS LINE AIR TST
o
OR REINSPECTION BEFORE COVERING
Inspector:
Owner/Contr:
R THE NEXT INSPECTION 24 HOURS IN ADVANCE.
CAL
INSNOTI
'NTS ARE FOR YOUR PERSONAL HEALTH & SAFETY!
..
DATE TIME
CITY OF PRIOR LAKE l f., 1-...
INSPECTION NOTICE SCHEDULED 41)..:1<<-5 ~ ,: ~
ADDRESS \57Qo R:~~ Sr
OWNER
CONTR.
PHONE NO.
PERMIT NO.
C}'f- 2.~
o FOOTING
_O...,pOUNDATIOti..,1lll.
;&'l FRAMING r-....
o INSULATION
o FINAL
o SITE INSPECTION
o PLUMBING RI
o MECH RI
o WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
o EX/GRAD/FILLING
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
o GASLlNE AIR TST
o
,.cOMMENTS:
\,JJ c;~C; ~v "-' ~ c...t. ~~ ~~ C.lh.
1Yu..r~ ~ ... ~ Sc u
Ci) ~~tJ N~ 1 ~ 4 r "0 ~rs <;Ld
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o WORK SATISFACTORY, PROCEED C ( t'J ~ p ..-..~
o CORRECT ACTION AND PROCEED ~ A..r ~ t or ~ -
~ECJ20 CALL FOR REINSP~~;o~ BEFORECOVERING ~
Inspector: I Owner/Contr: c:.S""'- ~
CALL -~50 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. ~ ~
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYl
~
C-d.
~~
~ L--:' t C1'Z'~
I"
DATE TIME
CITY OF PRIOR LAKE
INSPECTION NOTICE
SCHEDULED
~/91. I:~
ADDRESS /5790 e/ OtAt5;'1-1oAl /
OWNER CONTR.
PHONE NO. PERMIT NO. 9?- 22..(0
o FOOTING A 0 PLUMBING RI o EX/GRAD/FILLING
o FOUNDATION XMECH RI o COMPLAINT
o FRAMING o WATER HOOKUP o FIREPLACE RI
o INSULATION o SEWER HOOKUP o FIREPLACE FINAL
o FINAL o PLUMBING FINAL o GAS LINE AIR TST
o SITE INSPECTION o MECH FINAL 0
~OMMENTS:
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.-/
/
/
/
/
/ ~
i WORK SAT 'SF
~ORRECT CTIO CEEO
o CORRECT OR REINSPECTION BEFORE COVERING
Inspector: Owner/Contr:
CALL
INSNOTl
.
L
~;~EL~ TIME !
CITY OF PRIOR LAKE /:/~
INSPECTION NOTICE SCHEDULED
,
ADDRESS \ 51 q 0 R:l c\~ t. t'r\-o ~
OWNER CONTR.
PHONE NO. PERMIT NO. G)9 - 2.2. C:-
D FOOTING @ o PLUMBING RI o EX/GRAD/FILLING
~OUNDATIO ~~' o MECH RI o COMPLAINT
FRAMING o WATER HOOKUP o FIREPLACE RI
o INSULATION o SEWER HOOKUP o FIREPLACE FINAL
o FINAL o PLUMBING FINAL o GASLINE AIR TST
o SITE INSPECTION o MECH FINAL 0
COMMENTS:
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o WO SATISFACTORY, PROC
o ORRECT ACTION NO CEED _ _ ., ~
RECT WORK, C, REINSPEC/E COVERING
Inspector: /(, uwner/Contr:
CALL 447{9850 J;; THE NEXT INSPECTION 24 HOURS IN ADVANCE.
CODE REQ'vr6MENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYl
INSNOTI
II
.
L
DATE TIME
CITY OF PRIOR LAKE
INSPECTION NOTICE
SCHEDULED
IQ-/l-~r7 ..-A, II
ADDRESS I ~?9 b
/?'./X:z efv\.i) Ni
( PAVr(..jAtJ)
OWNER
CONTR.
PHONE NO.
PERMIT NO.
19 - ~:;)- ~
o FOOTING
o FOUNDATION
o FRAMING
)(INSULATION
(D-FINAL
o SITE INSPECTION
o PLUMBING RI
o MECH RI
o WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
o EX/GRAD/FILLING
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
o GAS LINE AIR TST
o
COMMENTS:
~~CL S'N' ~p ,\.\. Sev-u-J ~
oj, k Iln('~l ~t'"cJd ~~ a-..J
Ki/r;L-. 1::.. 'n,J) _ \...
~RK SATISFACTORY. PROCEED ~
o CORRECT ACTION AND PROCEED
X CORRE~, CALL FOR REINSPECTION BEFORE COVERING
Inspector: I y/ '-J Owner/Contr:
CALJ44JWFO~ THE NEXT INSPECTION 24 HOURS IN ADVANCE.
~
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY!
INSNOTl
II
..
CITY OF PRIOR LAKE
INSPECTION NOTICE
SCHEDULED
DATE TIME
~ Z:O()
ADDRESS
/57QO
el.Dt5 6/'?()AII
OWNER
CONTR.
PHONE NO.
PERMIT NO.
t1ti-~u
o FOOTING
o FOUNDATION
o FRAMING A.
V INSULATION fill{
/[j FINAL
o SITE INSPECTION
o PLUMBING RI
o MECH RI
o WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
o EX/GRAD/FILLING
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
o GAS LINE AIR TST
o
COMMENTS:
(\) h~~ lo-o~
~~~~~
~io
c..~
/
/
/
/
INSPECTION BEFORE COVERING
Inspector:
Owner/Contr:
CALL 4<l7-9850 FOR THe NEXT INSPECTION 24 HOURS IN ADVANCE.
CODE R~UIREMENT/ARE FOR YOUR PERSONAL HEALTH & SAFETY!
, ~ INSNOTI
II
..
~
/o/C)O Je/D66/10N I
CITY OF PRIOR LAKE
INSPECTION NOTICE
SCHEDULED
ADDRESS
OWNER
CONTR.
PHONE NO.
PERMIT NO.
o FOOTING
o FOUNDATION
o FRAMING
o INSULATION
o FINAL
o SITE INSPECTION
o PLUMBING RI
o MECH RI
o WATER HOOKUP
o SEWER HOOKUP
A \YPLUMBING FINAL
/[]MECH FINAL
COMMENTS:
o ~e..y + Y;ye,<S6~ ~~
k _~. fA -h, W:~...
~~ Lv,~. in- 'r;"
~~ ~~ G->-. i;z':'
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...
-
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-~~/
DATE
TIME
11:4~ -
-LZ-: 00
qq- 2L~
o EX/GRAD/FILLING
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
o GAS LINE AIR TST
o
~ ~
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o WORK SATISFACTORY, PROCEED
~RRECT ACTION PR EED
( 0 CORRECT WORK, LL OR RE SPECTION BEFORE COVERING
Inspector: Owner/Contr:
CALL 447-98
NEXT INSPECTION 24 HOURS IN ADVANCE.
INSNOTl
RE FOR YOUR PERSONAL HEALTH & SAFETY!
CODE REQUIR
II
.
I ~
DATE TIME
CITY OF PRIOR LAKE
INSPECTION NOTICE
ADDRESS
,c;1'10
SCHEDULED ~ i..q:::.) t!: 3?
e,~~~ AK..
OWNER
CONTR.
PERMIT NO. &f~
2-2-<"0
PHONE NO.
~OOTING
o FRAMING
o INSULATION
o FINAL
o FOUNDATION
o DEMOLITION
o FIRE PREVo
o PLUMBING RI
o MECHANICAL
o WATER HOOKUP
o SEWER HOOKUP
o SEPTIC INSTALL
o PLUMBING FINAL
o SITE INSPECTION
o EXC/GRAD/FILLlNG
o LKSHOREANETLAND
o COMPLAINT
o SEPTIC FINAL
o FIREPLACE
o
COMMENTS:
tJD(-\. ~
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,{ IORK SATf.!:ACTOR
o CORRECT i TION AND RO ED
o CORRECT \ J K, CALL 0 REINSPECTION BEFORE COVERING
l
Inspector: \ - Owner/Contr:
CALL ..\7-4230 IiVR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
CODE RE~ENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY!
"
T'."'.---T----
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Received of
the sum of
for the purpose of
$ 2--8 s-. 5U
.-'-rr .,...r
CITY OF PRIOR LAKE
16200 EAGLE CREEK AVE SE
PRIOR LAKE, MN 55372
(612) 447-4230, FAX (612) 447-4245
RECEIPT # 36580
DATE:
/z/;O/9'?
dollars
life i
J,- J )
Rec&>r Clerk for the City of Prior Lake
. .
I
. T
I, I
r-
CITY OF PRIOR LAKE I
BUILDING PERMIT,
TEMPORARY CERTIFICATE OF
ZONING COMPLIANCE
AND UTILITY CONNECTION PERMIT
DATE RECEIVED
t-1AR 2 6 ~
DIRECTIONS 1, DATE
SPACES NUMBERED 1 THRU 17 MUST BE FILLED IN
BEFORE PERMIT IS ISSUED (Please Print or Type and sign at bottom) !3/~S/ df #f
2. SITE ADDRE~S . D c-:? t/? I. (\ \
L~-FUJAl.tfA~ IS7 90 '1)/~HCKj-A./. -mhL~.
3. LEGAL DESCRIPTION . /
LOT BLOCK PID !),J; - fe> ~ - COI - 0
ADDITION 1;/" ~tfi'-. ~.,,' 3S /TI' 0-; -R :2~ .,:( - 22
4. OWNER O(Name) (Address)
..td-v o~~iAcE I('~()() EAGJE LLEEC-
5, ARCHITECT /) (Name) (Address\ . _ (Tel. No.)
$,;f1.K -rAfL, 'ZtLI/O ~SJJA( /tJu.r;R f1#r;:, .E:l..z -18/~
6, BUILDER (Name) (Address) (Tel. No,)
(Tel. No,)
#7 .~~3o
tdt/ of 1i'cL ~
7. TYP10F WORK Fireplace 0
New Construction )t Alterations 0
Chimney 0 Misc.
8. PROPERTY AREA OR ACRES
Sq,Ft. IIJ~ I~ A~-
1~~t'7J E~/~~~
Septic 0 eck 0 Re-roofing 0 Porch 0
Addition 0 Finish Attic 0 Re-siding 0 Finish Basement 0
9. PROPERTY DIMENSIONS
10, CULVERT SIZE
Yes No
Width Depth
Permit No.
L White
2, Pink
3, Yellow
File
City
Applicant
qq- LL(P
BUILDING INFORMATION
11, SIZE OF STRUCTURE
(Hl~ 3~ (~~ I
12, NO. OF STORIES
I
PLANS & SPECS 0
SETS
COPIES
13, TY~~fuCTION
lA Hr
14. FLOOR AREA APPORTIONMENT USE
15, NUMBER OF OCCUPANTS OR SEATS
OCCUPANTS
SEATS
16. PROJECT COSTNALUE
400,- OOO,cJO
17. COMPLETION DATE
j) ~c:.- I tf'Cf
I hereby certify that I have furnished information on this application which is to the best of my knowledge true and correct. I also certify that I am the owner or authorized agent for
the above mentioned property and that all construction will conform to all existing state and local laws and will proceed in accordance with submitted plans, I am aware that the
:u~~:~~ permit for just cause, Furthermore, I hereby agree that the city official or a designee may enter upon the property to Py;~ed:i;9tions.
'j / Signature License No, , I Date
I
SETBACKS: Required
Actual
FOR ADMINISTRATIVE USE
Flont
Back
Side
MATERIAL FILED WITH APPLICATION
SOIL TESTS 0 ENERGY DATA 0
PILING LOGS 0 PERCOLATION TESTS 0
Amount Brought Forward .................. $
Park Support Fee .................~t.'qV~
SAC .....:2.tf...\P.~............... $
<.'l/lIl/l/ti"1/ 9t"illt ~1/9 .~~~T~jjO $
~ - -." .~1i....~~...... $
1.."1'- n.H $
fl.II
Pressure Reducer .......................... $
MeIer Horn .............i}"('............... $
Water Meter ................................. $
Sewer & Water Connection ~~.. $
Water Tower Fee .......~.~.... $
Water Tap ................................... $
Builder's Deposit ............................ $ .....Lt~
~.............::~:~1.f.o:!:-:'............ $2.'->'1 <CSSS.-
Tital Due ...;p:....................;J.f$; ~
\ Paid 1t1<(R5( Receipt No,. -2;1'~~
?I,f) (,I~ 't1 Date ~-q ~q9 By(ll1N,...:~.~ -:'€
uest in the above application and accompanying documents is in accordance with the City Zoning Ordinance and may proceeJ~s requested. This document when
constitute a temporary Certifi te of onin compliance and allows construction to commence, Before occupancy, a Certificate of Occupancy must be issued,
)
Side
BUILDING DEPARTMENT VALUATION
OFF STREET PARKING
SPACES REO,
SPACES ON PLAN
USE OF BUILDING :J: / (I ~ I\. ~.u.. 1
I
PERMIT VALUATION
1./ (J() . (1)cr') . (!)(j
TYPE OF CONSTR~CTI0N: I II III IV W
Occupancy GrouP{j B E F HIM R S U
Division 1 2 G) 4
Permit Fee ................................... $
City:
VJA l\lEJO
WAIV~
Plan Check Fee ............................. $
State Surcharge............................. $
::260.00
Penally ....................................... $
Plumbing Permit Fee ....................... $
Mechanical Permit Fee ..................... $
Sewer & Water Permit ...................... $
Certificate of Occupancy
Issued
a. IS~' tther
'ned he' Plan
.F ,
(J City Planner
Special Conditions ff any
24 hour notice for all inspections 447-9850
._..--~. i
.- T
SURVEY 0
PLOT PLAN
o
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1400, -
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Z. - I 1. ~..." c..- .,..~ -== II z.. ,. 7~ e- ,..,. ~~ $1 ;...
z,.. f '",.,"'11:,. v~ -= /.,~ S1' ~ ~,.,.. zrr ~,- ~
t:L-. P"f v~ c:.. ~.:.^- :: I ~T -I ?'IZ $7 I~
S".t;;'~ ~.,.;..., ~""- ~/\~\
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~EDERICK BENTZ! MILO THOMPSON! ROBERT RIETOW INC. 1234 DAIN TOWER, MINNEAPOLIS. MN 55402 . TEL (6121332-1234
~'4
, ,(?, ,_ - Jil(l
A4'c..- Vt-~:;r ~~,::f-;M ~ !f0~::'b-- \
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/
JOM MATTSON / MACDONALD INC.
.I
//
PHONE NO.
612 827+0805
Sep. 28 1999 10:54AM P2 .
MATTSON/MACDONALD INC.
STRUCTURAL ENGINEERS
1516 WEST LAKE STREET m1
MINNEAPOLIS MN 55408
(612) 827-7825 FAX (612) 827-0805
r;,~ ~~J-
f1l1d,~
MEMORANDUM
Date:
September 28, 1999
To:
BTR, Inc.
2600 Foshay Tower
Minneapolis. MN 55402
Bruce
Eric Bunkers
Attn:
From:
Project:
Lakefront Park Pavilion
Prior Lake, MN
99014
Roof ridge beam, canopy beam splice hanger,
ratter bearing condition
proj No:
Subject:
Dear Bruce:
As you requested. I have analyzed the steel fabricated canopy beam splice, the skylight ridge beam and
it's connections, and the exterior bearing wall that supports the canopy rafters and main building rafters
at the above referenced building. My analysis is based on my site visit on September 27, 1999, a roof
dead load of 17 pst, and a roof snow load of 40 psf in accordance wTth the Minnesota State Building
Code.
The 2-pty 2x12 skylight ridge beam shall support the loads indicated above wtlen the ends of the
intersecting 3-ply .2x6 rafters are nailed to the ridge beam with 4-16d toe nails each, and when the ends
of the ridge beam are supported with LUS28-2 Simpson Strong Tie hangers or equal at each and, nailed
to the supporting roof girder truss. The hangers ba.~ been installed with 2 nails missing at each girder
truss, but sh~1I stilt support the loads indicated lilbove.
The specifications of the canopy beam splice hanger appear to match the specifications of a KHeS5
Kant~Sag hanger. The install ad steel hanger was fabricated by RoE. W. Supply, Inc. and their steel shop
drawings appear to match the dimensions, steel thickness', and weld requirements that the KHC55
I<.ant-Sag hanger does. The Kant-Sa9 hanger is equivalent to the HCA5-5 Simpson Strong Tie hanger
as called out on our structural plans dated,March 22, 1999,
The two main hip rafters at ttle canopy shall be supported by 3~ply full height studs from rafter to sill
plate, while the remainder of the exterior bearing stud wall shall adequately support the secondary
rafters without installing full height studs below each rafter.
I
II II
II
/
IbM MATTSON / MACDONALD I NC.
t
PHONE NO.
612 827+0805
Sep. 28 1999 10:55AM P3
When installed as indicated above, the 2-ply skylight ridge beam, the canopy beam splice hanger, and
the hip rafters shall support roof loads in accordance with the Minnesota State Building Code.
If you have any further questions or concerns, please feel free to' contact me.
Sincerely,
MattsonlMacdon.ld, Inc.
(-y~
Erie M. Bunkers, P.E.
-"'\~
",-
IT T I
.
Ii II
,~OM' : MATTSON / MACDONALD INC.
PHONE NO.
612 827~0805
Jun. 22 1999 02:37PM P2
MATTSON/MACDONALD INC.
STRUCTURAL ENGINEERS
1516 WEST LAKE STREET #102
MINNEAPOLIS MN 55408
(612) 827-7825 FAX (612) 827..0805
cr1- ZZ-~
MEMORANDUM
Date:
June 22, 1999
To:
Attn:
From:
BTR
Bruce Cornwall
David Macdonald
Project:
Proj No;
Subject:
Bruce:
Lai<.efront Pal1<. Pavilion
98014
Phone Conversation
This is to confirm our phone conversation.
~/Header type "F" is intended to be 2-2x12's
~. The header type uK" at vestibule 103 can be moved to the east over door 1 03A to create a
similar condition as at vestibule 102. The PSL rafters for the porch roof can span the extra 2' without
adversely affecting the members.
3. Vou indicated that the anctlor bolts for ane of the type 2 shear walls were offset from the wall
location. The contractor should install epoxy anchored threaded rods into the footing. Use 5/B"
diameter threaded rod (Hilti HAS Rod) embedded a minimum of 7" into the concrete. Grout the.
anchor into the concrete using the Hilti HVA Adhesive system. Catalog information is attached
describing the Hilti HVA system.
If you have any questions, please do nat hesitate to contact me.
Sincerefy,
~#i#~
Da.vid H.. Macdonald P.!.
rnm06-22a.Wf)S
.
r'lI
Jun. 22 1999 02:38PM P3
I=~
4.2.1
4.2.1.1 PRODUCT DESCRIPTION r-~"i~,~ --.. .
The Hilti HVA system is a heavy duty, two component adhesive HVU Adh . C I J
threaded rod with nut and washer or an Intemally threaded insert, " ,~
Product Features ' '. .. ~>. '~' , ", ,~..' , · , , ~
HAS AnchQr Rod Assembly with nut and washer
~ --L~ r ... ___
~Otcl : MATTSON / MACDONALD INC.
, PHONE NO.
Anchoring Systems
HVA Adhesive System
. High loading capacity
. Does not exert expansion pressure on base materials
. Close edge distance allowance
. Tight anchor spacing allowance
. Excellent performance in Hilti DDB Bit diamond-cored holes
. Excellen( elevated temperature performance
. Excellent performance in freezJng and thawing conditions
. Seismic qualified per ICBO ES AC58, ASTM E-1512
Guide Specifications
MasterlormSI section: D3250 (Concrete act:eS$Ories)
Related Sections: 03200 (Concrere Reinforcing-Relnforcing
Accessedu)
05050 (Metal Fabrication)
05120 (Structural Steel)
Adhesive anchors shall consist of an all-lhread anchor rod, nut, washer
and adhesive capsule. Altematively, adhesive anchQrS shall consist of a
steel insert and an adhesive capsule.
Anchor Rod-Shall be provided with 45 degree chisel point to provide
proper mixing of the adhesive components. Anchor rod shall be manu-
factured to meet the following requiremenrs: 1. ASTM A36 (standard
carbon steel anchor) 2. ASTM A193 Grade 87 (Type 2) 3. AISI 304 or
AISl 316 stainless steel mEleting the mechanical requirements of ASTM
F-593 (ConditiOl'l CW),
Special length HAS Rod materials may vary from standard product, but
meet or exceed the minimum fu mechanical properties of standard HAS
Rods.
Listings! Approvals
612 827-i70805
HIS Internally Threaded Insert
.,
~
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MECHANICAL
P-ROPERTlES
min. fu
ksi (MPa)
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Rebar (Not supplied by Hilti)
. . ".. ,-,..:-- :......... .. ....... o. .. . ..
Nuts and Washers-Shall be fumished to meet the requirements of
the above anchor rod specifications. '
Adhesive Capsule--Shall consist of a dual chamber foil capsule. The
resin material shall be vinyl urethane methaaylate.
Sleellnsert- The internally threaded insert shall be manufactured with
a 45 degree (from central axis) Chisel-pointed end- The insert shall be
manufadured from carbon steel or stainless steel material which meets
minimum ultimate tensile strengths of 71 and 74 ksi re~tively.
The adhesive anchoring system shall be the Hilti HVA anchoring
system, consisting of the Hilti HVU adhesive capsule and the Hilti
HAS anchor rod or HIS internally threaded insert.
lnstallation--Adhesive anchors (0 be installed in holes drilled using the
specified diameter of Hilti carbide-tipped drill bit or matched tolerance HiIti
DDS core bit. Anchors shall be installed in strict accordance to section
4.2.1.4. Anchors shall not be disturbed until cure time has elapsed.
. International Conference of Building Officials (ICBO); Evaluation Report #5369
" Southern Building Code Congress International (SBCCI): Report pending
. City of Los Angeles (COLA): Research Report pending
Standard HAS rod material meets the requirements of AStM A36 .
High Strength or 'Sl.Jper HAS' rod material meets the requirements of ASTM A193, Grade B7
Stainless HAS rocl material meets the requirements of ASTM F593 (AISI 304) Condition CW 3/8' - 5/8"
Stainless HAS rod matenaJ meets the requirements of ASTM F593 (AISI 304) Condition CW 3/4" -1 1/4"
~IS Insert eSMNPB36K Carbon Steel Conforming to DIN 1651
HIS.R Insert X5CrNiMo17122 K700 Stainless Steel Conformi[1g to DIN 17440
HAS Standard Nut material meets (he requirements of ASTM A563, Grade A
HAS Super Nut material meets the requirements of ASTM AS63, Grade DH
HAS Stainless Steel Nut material meets the requirements of ASTM F594
HAS Standard Washer meets dimensional requirements of ANSI 818.22.1 Type A Plain
HAS Super Washer meets the requirements of ASTM F436
HAS Stainless Steel Washer meets dimensional requirements of ANSI 818.22.1 Type A Plain
All standard HAS & HAS Super Rods (Qxcept 7/8"), HIS inserts, nuts & washers are zinc plated to ASTM 8633 SC1
7/8" HAS rodS hOl-dip galvanized in acCordance with ASTM A 153
HVU Adhesive-Viny'-Urethane Methacrylate Resin with a Dibenzoyl Peroxide hardener
Note: Special Order product may vary from standard ms.terials, but meets or exceeds mechanicsl properties of HAS marer/als,
"i0 Hilti Produot Technical Guide
4.2.1.2 MATERIAL SPECIFICATIONS
II
I
- T
f"
I<si (MPa)
36 (248)
105(724)
65 (448)
45 (310)
56 (390)
35 (241)
~
;,
58 <400)
125(862)
100(689)
85 (586)
71 (490)
74(510)
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~ROM : MATTSON / MACDONALD INC.
..t~~
4.2.1
PHONE NO.
612 827+,0805 Jun. 22 1999 02:38PM P4
Anchoring Systems
HVA Adhesive System
4.2.1.3 TECHNICAL DATA
HAS Rod Specification Table
~ ;
'I. 112 &/1 'I. 7/.
(9.5) (12.7) (15.9) (19.1 ) (22.2)
13/:0. '/1' 11/,. I 7/& I 1
Jl/? 4'/. 5 61/. 61/.
(90) (110) (125) (170) (170)
1 1'/z 13/. 2 21/.
(25.4) . (38.1) (44.5) (50.8) (57,2)
5'/, 5'/? 1"/1 fY'/. 10
(130) (165) (194) (244) (254)
18 30 75 15D 175
(24) (41 ) (102) (203) (237)
Details
dbt,: nominal bit dia. 1 in.
h....; std, depth of embed in.
= capsule length (mm)
t: max. thickness in.
fastened' (mm)
e: anchor length
in.
(mm)
ftlb
(Nm)
,-t:.',
i~;
t,? .
.'Il;
~'
~..' .
.~..,
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'i,':'
S\
.:~~.::
T_: HASSS
M:IX. hQl18I1ilVJ HAS Std
'""qu. HAS-Super
h: min_ base material
thickness
Recommended Hilti
Rotary Hammer Drill
S'fl 81/,
(216) (216)
TE-55, 75
in. 5'/1
(mm) (140)
TE 5,15,
18M, 25
61/. rt.
(159) (181)
TE-18M, 25.
55, 75
1. Hllti carbide-tipped drill bit or matched-tolerance DD-8 diamond bit.
2. When clsing standard length rods.
1 1'/4
(25.4) (31.8)
,'/. I 37mm
81/. 12
(210) (305)
21/a 'l' /.
(63.5) (69.9)
12 16
(305) (406)
235 400
(318) (542)
10'/z 15
(267) (381)
TE-75
HIS Insert Specification Table
~nsert in. S/I 'II 'I, '/.
Details (mm) (9,5) (12.7) (15_9) (19.1 )
I HVU capSUle required '/2 141/. 'Ii x 5 1/. x 6~/. 1 1 8'/.
I dllll: bit diameter in_ "/,. 7/& 11h 1'/.
h__: std. depth of embed. in. 4'/. 5 6s/. 81/.
= capsule length (mm) (110) (125) (170) (210)
et~: useable thread In. 1'/, "/1 21/,. 2'10
length (mm) (38.1) (38.1) (52.4) (63.5)
T ....: Max. tightening ftlb 18 30 75 150
torque (Nm) (24) (41) (102) (203)
h: min. base material in. 6'/. 7'/1 10 12'f.
thickness (mm) (162) (191 ) (254) (314)
Recommended Hilti IT-5, 15, IBM TE-18M.25 TE-55,75
Rotary Hammer Drill 25 55, 75
".: . ". -..:.. ,...1'/
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I
Rebar Specification Table
I Rebar Size: 1#3 114 15 #6 #7
I db/,: bit diameter' in. 111 '/1 13/1& ,'/.
h.....: std. depth of embed. In. 3'fl 4'f. 5 6"'/. 6'/.
= capsule length (mm) (90) (110) (125) (170) (170)
1. Rebar diamelers may vary; the witnessed test was performed USing the above mentioned drill bit diameters.
Rebar must have a minimum length 4" greater than embedment to accomodate the setting equipment.
Combined Shear and Tension loading
~(
Nd
Nrec
Vd
Vrgc
S 1.0 (Ref. Section 4.1.3)
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Hilli Product Technical Guide 10/98
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(210)
51
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INC.
PHONE NO.
: MATTSON / MACDONALD
I = CI!:u.O
4.2.1
Chemieal Resistance Table
ChllmicaWg!!!!L_._
Acetic acid
;::.
Acetone
I Ammonia
Ammonlmum nitrate
Ammonimum sulphate
I Carbolic acid solution
(Phenol)
Carbon tetrachloride
Caustic soda
Sodium hydroxide
Chlorinated Orne solotion
Citric acid I
Common salt solution I
I Communal waste water
I Diesel oil
Ethanol
Ethy\ene glycol
I Formic acid
Hydrochloric acid
Hydrogen peroxide
Lactic acid
Machine oil
Methanol
Methyl isobutyl kentone
Mixture 01 amines
Mixture ot aromatic
hydrocarbons
Nibic acid
PetroVGasoline
Phosphoric acid
2-Propanol
Propylene glycol
Sodium carbonate I
Sodium silicate (pH=14)
Sulphuric acid
!ylene
"10 By
Weighl
cone.
10%
25%
5%
10%
10%
1 0% ·
cone.
40%
20%
COile.
10%
10%
96%
conc.
10%
20%
30%
5%
50%
1 0%
.
.
cone.
cone.
Vol%'
Volo/.~
40%
20%
.
.
.
40%
20%
cone,
cone.
1 0%
50%
40%
20%
conc.
1. 35 Vol"!. Triethanolamine. 30 Vol% n-8utylamine and
35 VoI% N.N.Dimethylaniline
2. 60 Vol% Toluene. 30 Volo/. Xylene and 10 Vol% Methylnaphthalene
Samples of the HVU Resin were immersed in the various
chemical compounds for up to one year. At the end of the
test period, the samples were analyzed. Any samples
showing no visible damage and having less than a 25%
reduction in bending (flexural) strength were classified as
"ReslstanL" Samples that had slight damage. such as small
cracks. chips. etc. or reduction in bending strength of 25%
or more. were classified as "Partially Resistant." Samples
that were heavily damaged or destroyed were classified as
"Not Resistant."
II
,-
Hilti Product Technical Guide 10198
612 827+0805
Jun. 22 1999 02:39PM PS
Anchoring Systems
HVA Adhesive System
Note: In actual use, the majority of the resin is encased in the
concrete. leaving very little surface area elCPOSed, In some cases,
this would aUow the HVA system to be used where it would be
exposed to the .Partially Resistanf chemical compounds.
Influence of Temperature on HVA Adhesive
Anchor per ASTM E-1512
HVU IN-SERVice TEMPERATURE
.
120
100
~ '~
0 80
r--
@
~ 60
40
"0
#- 20
.
.
.
.
.
.
.
I
.
o
30 60 90 120 150 180
~se Malerial Temperature, (OF)
Note: Test procedure involves the concrete being held at the temperature for
24 hours then removing it from the controlled environment and
testing to failure.
Curing Time Table
.
.
.
.
.
.
Curing Time
20 Minutes
30 Minutes
1 Hour
5 Hour
ease Material Temperature
Above 680F/20oC
50oF/1 DoC
32"F/O"C
2:30F/-50C
.
.
.
Below 23QFt-50C, consul! your Hilti Engineer
HVU Capsule Volume
.
.
.
Size
Volume (cu. in.)
.
.
HVUW'
HVU'I.'
HVU 'I.'
HVU '1.'
HVU 7/."
HVU '"
HVU 1'/<"
0,37
0.61
1.04
2.07
2.62
4.21
9.46
.
.
.
.
.
Influence of High Energy Radiation
Radiation
Exposure
Detrimental
Effect
Insignificant
Moderate
F,,-,,,, = 0.5 Fperm.
Medium to strong
Recommendation
for Use
<10Mrad
10 - 100 Mrad
Full Use
Restricted Use
;:> 100 Mrad
No recommendation
for use
57
.
rROM : MATTSON / MACDONALD INC.
PHONE NO.
Anchoring Systems
HVA Adhesive System
612 827+0805
Jun. 22 1999 02:40PM P6
I = CI!uI.l
4.2..1
4.2,,1.4 INSTALLATION INSTRUCTIONS FOR HAS RODS, HIS INSERTS AND REBAR
p~::J!r'2~?l/.::~~{f1::20jl
~:e,...,-.", ' --:-, ... ..., I.
....".....~
1, Set the drill c:lepth geuge end
drill a hole to the required hole
depth.
Important: Clean out dust and
debris. Use compressed air or
vacuum at bollom 01 the hole.
When using a Hilti matched
tolerance diamond core bit.
immediately remove standing
waler.
HAS Threaded Rods
il[1t ~
~
3, Thread a nUl on the HAS rod.
Place a washer on loP of the first
nul and Ihen thread a second nut
down on top of the wesner.
T&ghten the two nuts together
"locking" the w!lsher between
them. The top 1'IU1l;hould be
Rush with the top of the rod.
;:"; ':<:>>~:;':;
,..-/..... /,.."" '" ,.' /
< ..e-'
;, .~ /:., ",/; .;~ ~
'/,>>- /.' /., /'.
/;~ / /<...> <,>~/..~..;
"0 ..
2. Insert appropriate diameler
HVU adhesive C8pllute' into
pre-drilled hole in base malariaL
Note: Tha basI melhod for
setting multiple capsules is 10
crush the firsl capsule(s) into
the hole and then inserlthe nexl
capsule, DO NOT cut oN
<".apsules partially protruding
from the hole.
.' /',l' .'
,.' ,/ /' " ; ,
~...~i",,;,,;,~
r /":' "";' ..... <~.,1 .
.:'/;/, ./:;-: .n~f
/.... ../,., " /'/ ./..
4. Insert a square drive shalt into
Ihe hammer drill and attach the
proper impecl socket. Atlhe rotary
hammer drill setting. engage Ihe
top nut of !he HAS md assembly
with the socket and drive the rod
down through the capsule(s).
Stop drill rotation Immediately
upon reaching bottom of hole.
HIS~~lIy Threaded I~s,erts
I :r</. /< <./// /'/'" "
.1/ ///'1 " "
. .L:'- /"/,./"///>/
I ~ / /,/ -' ,", .
'- " ,.'8 . ,,' " ..A;._/,
..,,,....
- -.' -~ ,////:~//..
, ~>/;~/~ ~~::
3, Insert the shaft with 5
into the hamme . screw
the se . into the HIS
ace in the socket.
'Capsule length is longer
lhan standard embed.
depth and will protrude
from the hole.
. . i".,".
:>::>:~: ...~~,<./:~ ;~~
'{III'lltHHIII;\ll.l\l\lI~'ItJff ~
,:,,' ,'. .':..'>....:.'... < .;:.~~.:'.: ..:.... ';:,>>:::
, ,
. ,
5. Do not disturb or load the
set anchor before Ihe
specified curing time elapses.
4. At the rotary hammer drill
setting, drive the HIS down
through the capsuI9(S). Stop
drill rotation immediately
upon reaching bottom of hole.
,'.,/, '/' . "/"". ./ .~,.
"/' ,'.' '/. ./ / / / ,'...
~:.< ~--:;?:;~.
, // // /.1 /".'-.,"
5. O~ or load lhe
sel anchor bef~
specified curing time elapses.
~
t J / t. "
I ~ ./' ctr}/
~~~. ~
. j 'x('IL,
\ " ,~
,~ebar
~
l~
~
3, Rotate knurled loeIdn
SleeVB and Insert priate
dlameler reO d of rebar
beln eo into base
ariill,mus\ have a 45' out
or a 90. chisel point.
58
II
4. Place chisel pointed a
rebar an top of HVU capsule
and 8wnch on hammer drill.
Orill rebar down through
lhe capsule(s). Stop drill
rotation immediately upon
reaching bottom of hole.
-
---
5. Do not disturb or load
the set anchor belore
specified curing
time ses.
Hilli ProdudTechnical Guide 10/98
.
Ii Ii
,FROM : MATTSON / MACDONALD INC.
LAJ.J..:I.&J
4.2.1
PHONE NO,
612 827+0805 Jun, 22 1999 02:40PM P7
Anchoring Systems
HVA Adhesive System
4.2.1.5 Ordering Information
~:.;;~S~?:'~~~~ .....".."""...,,J.:]~~
HVU Adhesive Capsules, Carbon Steel HAS Rods/Stainless Steel HAS Rods
HVU Adhesive Capsules J HVU Qly
Produd 118m No. 1 Per BOI
3/8' x 3,1/2' I 00256692 I 10
3/8' )( 3-1/2' I 1
318' x3-1/2' I I
1,"2')( 4-1/4' I 002566931 10
1,"2' )( 4-1/4' I
-1/2' x 4-1/4' I
112')(4-114' 1
1/2'x4'l/4' 1
I 1/2')( 4,114' i
. 1/2' X 4.1/4' I
112" x 4-1/4' I
5/8' x S' 1 00256694
5/8. x S'
5/8' x 5'
S/S' x 5'
5/8' x 5'
5/8' x S'
5/S' x S'
3/4' x 6-5/S'
3/4' x 6-5/S'
3/4' x 6-5/8' I
3/4' x 6-5/8' I
3/4' x 6-5/8' I
I 314' x 6,,5/8' I
314' x 6,5/S' I
3/4' x 6,,5/8' I I
7/8' x 6,,5/8' I 00256695 I 5
7/S' x 6-5/S' I
7/8' x 6-5/8' I I
718' x 6-5/S' I I
7/8' x 6-5/8' I I
7/8' x 6-5/8' 1 I
;. I l' x 8-1/4' I 002566961 5
l' x 8-114' I
l' x 8-1/4' I
l' x 8-1/4' I
I' x 8-114' I
l' x 8-T/4' I
I' x 8-114' I
1-1/4' x 12" 1002568991 4
1.1/4' x 12' I I
1-1/4' x 12' I I
.. ,
I
I
I
00256702 1
I
I
'.,
,-
,
HAS Rods AJ6 I
Prodllcl Item ND_
3/8' x 5-1/8' I 000686661
1
T,"2' x 6-1/2'
1,"2' x S'
1/2' x TO'
00068667
968000001
I 000450981
I
I
I
10
I
.1
5
l' )( 14"
1')( 1S'
l' x 20'
1. Requires selling nuts when usino 1,7/16' x 3/4' drive sockel.
2. Hot.Oip Galvanized
, Hilli Product Technical Guide 10198
II
HAS Super A193 87' I
ProdUCl 118m No.
3/8' x 5,1/8' I 000686571
I I
I I
112' x 6-112' I 00068658'
I
I
I
5/8' x 7.5/8' ) 000686591
I I
I
3/4' ~ 9-5/8' 00068660
1
I
I
I
HAS Rod~ 304 SS I
Product lIem No.
I I
3/8' x 5-1/8' i 000686751
I I
1 I
I I
I I
112' :< 6-112' I 00068676 I
1 I
1/2' x S' 1 96802000
112' x 10' I 96802001
I 1
I 1
I I
I I
5/8' x 7-5/8' I 000686771
I
5/8' x 10' : 968020021
1 1
1 I
1 1
I 1
314" x 9-5/S' I 000686781
1 I
3/4' x 12' 1 968020031
3/4' X 14' '968020041
3/4' x 16' I 96802005 I
I I
I I
I I
: I
7/8' x 10' I 968020061
I I
I I
I
I' :< 12' 96802007
HAS RDds 318 55
Product Item No.
I
i I
3/8' x 5-118' I 96803000 I
I I
1 1
I
I
1/2' x 6-1/2' I 96803001
1
I I
1/2' x 11' 1 968030031
1 I
I
5/8' X 7-5/8' 00045448 I
5/8' X S' 96803004
5/8' X 12' I 96803005 I
I I
1
1
I I
314' X 9-5/8' I 96803006 I
1 1
1
1
1
I
I
I
I
I
I
I
I I
l' x 12' 968030071
I
I
1
HAS QIy
Per Box
10
10
1
10
1
10
10
1
1
1
1
5
1
5
5
1
1
1
5
1
5
5
1
1
1
1
5
1
1
1
5
1
5
1
1
1
1
1
1
5
1
1
I
I
I
5/8' x 7-5/8' I 00068668
5/8' X 9' I 968000011
5/8' X 12' I 000450991
I ,
I I
I
1
3/4' x 9'5/S' 1 000686691
3/4' x 1 T' I 968000021
314' x 14' 1000451001
i 1
I 1
I I
I I
I I I 1
17/8' x 10' hdg' 0006867017/8' x 10' hdgll 00068661
I 7/8' x 11' 96801000
I I 7/8' x 12' hdg' 96801001 I
7/8' x 13" 1 968000031 I
I I 7/8' x 16' hdg' 000452591
I I I
1':< T2' I 00068671 I' x 12' I 00068662
I I' ~ 12' hdQl I 96801002
96800004 I' I( 14' I 968010031
96800005 l' I( 1 G' 968010041
96800006 I
I 1'1( 2.1' 96801005 I
I I
1-1/4" x 16' I 00068672 1-114")( 16' 000686631
1-1/4' x 22' 1 96800007 I
I I H/4'I(23' 196801006
59
1i'1'Ir
Date: June 16, 1999
Time: 10:00AM
Weather: clear
Temp: 720
Report by: R. Bruce Cornwall
Copies to: A. Friedges
P. Hokeness
D. Macdonald
R. Brune
K. Peterson
J.Schoenbauer
B. Hutchins
11 If ,
~- Z"2.'
FREDERICK BENTZ / MILO THOMPSON / ROBERT RIETOW INC.
2600 FOSHAY TOWER · MINNEAPOLIS, MINNESOTA · 55402
ARCHITECT'S FIELD REPORT NO.: 3
PROJECT: Lake Front Park Pavilion
COMM. NO. 98-17
CONTRACT: General Construction
Those present:
B. Cornwall
A. Friedges
OBSERVATIONS:
1. The foundation insulation was being placed. B. Cornwall discussed the coordination of the
the waterproofing installation at the base. A. Friedges will have the backfill temporarily held
below the top of the insulation by approximately 12"- this will allow for the waterproofing to be
installed at a later date.
2. Corefill for the foundation wall was approximately 40% complete. Test samples had been '\
~~. \
3. . Threaded rods for the sill plate were being placed. The reinforcing rods for the stoop\\
foundation were not placed at the time of the visit.
4. Conduit for the electrical service and the site lighting has been stubbed in through the
foundation.
5. The size of the water service needs to be 2" as indicated in the Mechanical drawings. The
site package indicates only a 1", This needs to be corrected by the sitework contractor.
6. The water service and sanitary sewer service entrance will be relocated to the opposite side
of the building. See ASI NO.2.
II'
Date: June 23, 1999
Time: 10:00 AM
Weather: light rain
Temp: 68
Report by: R. Bruce Cornwall
Copies to: A. Friedges
P. Hokeness
D. Macdonald
R. Brune
K. Peterson
J. Schoenbauer
B. Hutchins
II H
FREDERICK BENTZ / MILO THOMPSON / ROBERT RIETOW INC.
2600 FOSHAY TOWER · MINNEAPOLIS, MINNESOTA · 55402
ARCHITECT'S FIELD REPORT NO,,: 4
qq _ UCo
PROJECT:
Lake Front Park Pavilion
COMM, NO. 98-17
CONTRACT: General Construction
Those present:
B. Cornwall
J. Scherer
S. Norstad
J. Clausen
OBSERVATIONS:
1. The site was inaccessible due to the rains and the mud. Therefore a meeting was held at the
City of Prior Lake's shop facilities.
2. The threaded rod for the south interior shear wall are 3-1/2" off the mark. The rods will need
to be cut off and new threaded rods relocated and epoxied in place. See ASI NO.3
3. The scheduled draft stop material and location was discussed- 3/8" plywood or gypsum
board is acceptable, and a location was selected (along side a truss at the skylights) that will
meet the 60' requirement of the code.
4. The interior shear walls will be constructed of 2x6 material as indicated on the structural
drawings.
5. A. Friedges needs to provide the architects and the carpenters with the fireplace rough-in
dimensions and the size of the custom pass-thru window at the concession stand.
6. BTR needs to provide the carpenters with the bearing elevation of the porch rafters at the
edge beam condition. See ASI NO.3.
7. Header Type (at the vestibule) shall be 2-2x12's. Header Type K (at the lakeside vestibule)
shall be relocated to a similar location as Type F at the opposite vestibule. The bearing
elevation of the trusses will be the same at both headers.
II
I,
If.i" 1" t,fg
Date: July 7,1999
Time: 10:00 AM
Weather: clear
Temp.: 780
Report by: R. Bruce Cornwall
Copies to: A. Friedges
P. Hokeness
D. Macdonald
R. Brune
K. Peterson
J. Schoenbauer
B. Hutchins
"
FREDERICK BENTZ / MILO THOMPSON / ROBERT RIETOW INC.
2600 FOSHAY TOWER · MINNEAPOLIS, MINNESOTA · 55402
ARCHITECT'S FIELD REPORT NO,:6
PROJECT: Lake Front Park Pavilion
COMM, NO. 98-17
CONTRACT: General Construction
Those present:
B. Cornwall
A. Friedges
Todd Erickson
OBSERVATIONS:
1. Framing of the exterior walls was in process- approximately 85% complete. Sheathing has
been completed up to approximately 8'_0".
2. The interior shear wall to the north has been partially framed. The anchor bolts and masonry
starter course has been relocated and grouted.
3. Metro was on site staking out the corner porch posts.
4. The approved skylight shop drawings were delivered.
5. It was determined to provide a rough opening for the fireplace at 28"deep x 48" wide.
6. The CT cabinets were installed. The underground piping appears to be almost complete.
Insulation was observed in the cavity behind the CT cabinet.
7. B. Cornwall and 1. Erickson discussed eliminating the bottom nailing flange on the Type
W1and W3 windows in order to install the flashing at the masonry sill. Metal flanges for the
anchorage of the sill will be required in lieu of the nailing flange.
8. See attached for the structural engineer's field report.
9. The waterproofing being installed was not the material specified. The membrane that is
being installed needs to be adhered using a manufacturers approved adhesive. A. Friedges
will coordinate. In addition, a protection matte (as recommended by the manufacturer of the
waterproofing membrane) should be set over the brick ledge prior to the installation of the
cmu veneer units.
.
1:11
II
j.
MA I I ~ON/MACDONALD INC.
STRUCTURAL ENGINEERS
1516 WEST LAKE STREET #102
MINNEAPOLIS MN 55408
(612) 827-7825 FAX (612) 827-0805
OBSERVATION REPORT
Date:
Time:
Weather:
June 29, 1999
8:00 a.m.
Partly sunny, 70 degrees
Project: Lakefront Park Pavilion
Project No: 99014
Work Complete:
Exterior and interior foundations with anchor bolts.
All but one exterior stud wall has been erected.
The mis-located interior shear wall foundation block has been knocked out.
Work in Progress:
Relocating interior shear wall on poured footing. New anchor dowels have not been drilled and
doweled at this time as per the memorandum from Mattson/Macdonald dated June 22, 1999.
Exterior stud wall erection.
Installing hold down anchors at required locations at erected stud walls.
Items Discussed:
Sheathing on shear walls and exterior walls with hold downs should be in place by the end of the
week.
Canopy pier and footings have not been poured. They will apparently be constructed and poured
during the interior slab pour.
The new epoxy dowels at the mis-located interior shear wall masonry will probably be installed this
week.
Report Submitted by: Eric M. Bunkers, P.E.
copies to: Bruce Cornwall
II iii I
I, I
Date: July 28, 1999
Time: 8:00 AM
Weather: clear
Temp.: NAo
Report by: R. Bruce Cornwall
Copies to: A. Friedges
P. Hokeness
D. Macdonald
R. Brune
K. Peterson
J. Schoenbauer
B. Hutchins
. .. .~
FREDERICK BENTZ / MILO THOMPSON / ROBERT RIETOW INC.
2600 FOSHAY TOWER · MINNEAPOLIS, MINNESOTA · 55402
ARCHITECT'S FIELD REPORT NO.:8
PROJECT: Lake Front Park Pavilion
COMM. NO. 98-17
CONTRACT: General Construction
Those present:
B. Cornwall
A. Friedges
P. Hokeness
T. Erickson
OBSERVATIONS:
1. The main roof structure is in place and sheathed. The exterior walls are framed and
sheathed. Interior partitions are in process of being framed.
2. The skylights are not framed exactly as detailed. T. Erickson will verify dimensions in field for
B. Cornwall to review.
3. B. Cornwall will provide T. Erickson with dimensions for the chimney. T. Erickson will discuss
framing options for the chimney with the structural engineer.
4. T. Erickson will discuss the bearing requirements for the perimeter roof porch beams with
the structural engineer.
5. B. Cornwall will prepare a PR to add an extra layer of plywood to the roof at the porch and
the overhang to accommodate the roofing nails.
6. The dimensioning of the porch columns was discussed. A. Friedges will coordinate.
Excavation for the column pads has been completed. They had water in them at the time of
visit. A. Friedges will have them dewatered and properly tested.
7. It was discussed to locate the attic draft stop along a truss- at a location 60'-0' or less from
the outside wall along a longitudinal section. T. Erickson acknowledged.
8. P. Hokeness will provide B. Cornwall with a contact sat the Department of Agriculture
regarding the review of the concession space. A two-compartment stainless steel sink is
preferred in lieu of the three-compartment sink that was specified.
9. Various options were discussed as to how to framel block linsulate the soffits above the
windows in the main space. T. Erickson will add a layer of plywood to the underside of the
trusses prior to the framing of the soffits. At that time, B. Cornwall will review the installation
in the field prior to any additional work being completed.
II
I. .
Date: Aug 4, 1999
Time: 10:00 AM
Weather: clear
Temp.: 700
Report by: R. Bruce Cornwall
Copies to: A. Friedges
P. Hokeness
. D. Macdonald
R. Brune
K. Peterson
J. Schoenbauer
B. Hutchins
1f;,
2"2(P
FREDERICK BENTZ / MILO THOMPSON / ROBERT RIETOW INC.
2600 FOSHAY TOWER · MINNEAPOLIS, MINNESOTA · 55402
ARCHITECT'S FIELD REPORT NO.: 9
PROJECT:
AUG - 9 1999
Lake Front Park Pavilion
COMM, NO, 98-17
CONTRACT: General Construction
Those present:
B. Cornwall
A. Friedges
S. Norstad
T. Erickson
OBSERVATIONS:
1. The suggested substitution for the light fixture Type G is acceptable. Contractor needs to
submit fixture cuts for official approval and color selection.
2. T. Erickson will verify dimensionsl clearances at the skylights for B. Cornwall to review.
3. The main roof trusses, framing and sheathing are nearing completion. One chimney is
framed and sheathed.
4. Excavation for the porch posts was in process. There was considerable water present that
was being removed at the time of the visit. Specified fill was scheduled to be brought in,
backfilled and tested prior to placing of the footings. Footings are scheduled to be placed
later this week.
5. The interior partitions are framed up. Carpenter is waiting on M & E contractors to complete
their rough-in. A PR will be issued for two additional storage rooms in the toilet rooms. T.
Erickson needs to discuss X-bracing at the chimneys with the structural.
6. The dimensioning of the porch columns was discussed. A. Friedges will coordinate. The
carpenters may layout a couple of the posts and rafters to confirm framing concepts.
7. The soffits at the windows in the main space have been framed out. Gypsum board has
been used as a fireblock. A vapor barrier was observed.
8. The contractor needs a blocking detail for the base to accommodate the overhang of the
stud wall and the larger than detailed block that was installed.
9. The spiral ductwork in the trusses was laid out. B. Cornwall reminded A. Friedges that the
ductwork must be suspended in order to get the full 12" of insulation beneath them at the
ceiling.
1 O. Mechanical and electrical rough-in has just been started. Some J-boxes were observed.
Carriers for the toilets were on site, but not installed.
.
I D
j.
Date: Aug 26, 1999
Time: 8:30 AM
Weather: clear
Temp.: 670
Report by: R. Bruce Cornwall
Copies to: A. Friedges
P.Hokeness
D. Macdonald
R. Brune
K Peterson
J. Schoenbauer
B. Hutchins
IT" '" ,
FREDERICK BENTZ I MILO THOMPSON I ROBERT RIETOW INC.
2600 FOSHAY TOWER · MINNEAPOLIS, MINNESOTA · 55402
ARCHITECT'S FIELD REPORT NO,: 11
PROJECT: Lake Front Park Pavilion
COMM. NO. 98-17
CONTRACT: General Construction
Those present:
B. Cornwall
A. Friedges
OBSERVATIONS:
1. It was determined to use a time clock in lieu of a photocell to control the vestibule lights. The
porch lights will be controlled as well.
2. The porch roof framing is in process- approximately 25% complete. The perimeter beam is in
place as is some sheathing.
3. Portions of the roof sheathing that had buckled was being replaced. Building paper was
being installed to protect the roof sheathing.
4. The location of the interior and exterior lights was discussed. The location of the emergency
lights and a couple of the surface lights in the toilet rooms will be relocated per the field
discussion.
5. A. Friedges requested help in locating mastic for the sheet membrane waterproofing or an
alternative system. BTR will comply.
6. Installation of the 1x4's on the chimneys has started.
7. A. Fredges will submit light shops ASAP. A substitution for fixture F will be selected ASAP.
8. Electrical rough-in continues as wiring is now being pulled. Plumbing rough-in appears to be
almost complete - risers have been installed and the water heaters were on site. B. Cornwall
needs to review the electrical coordination! requirements for the heaters, and possibly
provide an access panel in lieu of a cover plate.
9. Other electrical issues: The capacity at the exterior outlets will be doubled; a vandal guard for
the occupancy sensors will be installed; switching issues were discussed and resolved to the
satisfaction of A. Friedges.
"
.
, m
II J,
~ / 1r'V1o
Date: June 30, 1999
Time: 10:00 AM
Weather: overcast
Report by: R. Bruce Cornwall
Copies to: A. Friedges
P. Hokeness
D. Macdonald
R. Brune
K. Peterson
J. Schoenbauer
B. Hutchins
" Ii I
FREDERICK BENTZ / MILO THOMPSON / ROBERT RIETOW INC.
2600 FOSHAY TOWER · MINNEAPOLIS, MINNESOTA · 55402
ARCHITECT'S FIELD REPORT NO.: 5
PROJECT: Lake Front Park Pavilion
COMM, NO. 98-17
CONTRACT: General Construction
Those present:
B. Cornwall
A. Friedges
S. Norstad
E. Bender
Todd (carpenter foreman)
OBSERVATIONS:
1. Framing of the exterior walls was in process- approximately 65% complete. Sheathing was
scheduled to begin this week.
2. In approximately a dozen locations the anchor bolts for the sill plate were not extended high
enough, and as a result, the sill plate needed to be chiseled in order to attached the nut and
washer. E. Bunkers of Matsonl Macdonald was contacted and he stated that this was
acceptable based upon his observations the previous day. See attached.
3. Various framing details were discussed: bearing elevation of the perimeter porch beam,
window sizes, wall thickness of various walls etc.
4. The approved truss, L VL and PSL shops were delivered and distributed. Various framing
issues were discussed: verify lengths of PSL's at the vestibules because of the header being
relocated, bearing condition for the girder trusses as noted by the structural, truss type over
the vestibule on the lakeside etc.
5. A. Friedges needs to provide the architects and the carpenters with the fireplace rough-in
dimensions and the details of the custom pass-thru window at the concession stand.
6. B. Cornwall discussed the location of the cylinder at each rolling shutter- Le. on the
Concession room side. This needs to be clearly conveyed to the shutter supplier because
the housing for the exterior shutter is on the outside and the location of the cylinder and lock
will be on the opposite side from the typical shutter installation. A. Friedges will verify and
confirm.
7. The underground sewer and water lines were in the process of being installed. The trenches
have been formed and black iron pipe was observed.
8. A. Friedges stated that once the underground work is complete the slab would be poured.
The masons will set the cmu veneer once the wall sheathing is in place. A. Friedges will
coordinate installation of the rigid insulation and waterproofing. The repair of the mislocated
threaded rods at the south shear wall had not been made at the time of the visit.
. '.
II
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MA I I ~ONIMACDONALD INC.
STRUCTURAL ENGINEERS
1516 WEST LAKE STREET #102
MINNEAPOLIS MN 55408
(612) 827-7825 FAX (612) 827-0805
OBSERVATION REPORT
Date: June 24, 1999
Time: 7:30 a.m.
Weather: Sunny, 70 degrees
Project: Lakefront Park Pavilion
Project No: 99014
Work Complete:
Exterior and interior foundations with anchor bolts.
Three exterior stud walls have been erected.
The mis-located interior shear Wall foundation block has been knocked oul
Work in Progress:
Relocating interior shear wall on poured footing. New anchor dowels have not been drilled and
doweled at this time as per the memorandum from MattsonlMacdonald dated June 22, 1999.
Exterior stud wall eredion.
Installing hold down anchors at required locations at erected stud wall.
Installing a nut at each anchor boll
Items Discussed:
No one from the construction crew was present at the site, but I made the following observations:
Exterior piers and footings for the covered canopy were not visible.
Some anchor bolts did not project above the sill plate. In some instances, the sill has been
chiseled down to a thickness of about 3/48 to make rOom for the nut and washer.
Vertically projecting rebar has not been covered with safety equipment. Covering the rebar with
safety equipment may be required by OSHA
Report Submitted by: Eric M. Bunkers, P. E.
copies to: Bruce Cornwall
.
IB
Date: Sept. 8, 1999
Time: 10:30AM
Weather: clear
Temp.: 680
Report by: R. Bruce Cornwall
Copies to: A. Friedges
p. Hokeness
D. Macdonald
R. Brune
K. Peterson
J. Schoenbauer
B. Hutchins
I I IF I
FREDERICK BENTZ / MILO THOMPSON / ROBERT RIETOW INC.
2600 FOSHAY TOWER · MINNEAPOLIS, MINNESOTA · 55402
ARCHITECT'S FIELD REPORT NO..: 13
PROJECT:
.,131&
Lake Front Park Pavilion
COMM, NO, 98-17
CONTRACT: General Construction
Those present:
B. Cornwall
J. Grendahl
S. Norstad
OBSERVATIONS:
1. BTR has not received soil compaction or concrete test results for recent testing.
2. Shingling has started on the south elevation- approximately 10% complete. Building paper
and underlayment was observed.
3. Building paper has been applied to the north roof.
4. It was suggested to install additional studs at the bearing point of the porch hip rafters where
they intersect with the load-bearing wall. The structural engineer needs to review and
respond ASAP.
5. The sheathing is being installed at the porch roof- approximately 95% complete.
6. See attached for finish carpentry details discussed on site with T. Erickson and S. Norstad.
7. Various mechanical issues were discussed:
. BTR to review floor drain location in the Concession area
. BTRI LKPB to review substituting a gas fired water heater (40 gallon?) in lieu of the point-
of-use heaters in the mechanical room and the concession area.
I
. LKPB to review the ductwork layout in the mechanical room
. The flue will extend up and align vertically with the plumbing stack.
.
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Date: Sept. 15. 1999
Time: 10:30 AM
Weather: clear
Temp.: 680
Report by: R. Bruce Cornwall
Copies to: A. Friedges
P. Hokeness
D. Macdonald
R. Brune
K. Peterson
J. Schoenbauer
B. Hutchins
II r I
FREDERICK BENTZ / MILO THOMPSON / ROBERT RIETOW INC.
2600 FOSHAY TOWER · MINNEAPOLIS, MINNESOTA · 55402
/U/1/~
ARCHITECT'S FIELD REPORT NO..: 14
PROJECT:
.a6111}
Lake Front Park Pavilion
COMM. NO. 98-17
CONTRACT: General Construction
Those present:
B. Cornwall
A. Freidges
OBSERVATIONS:
1. A. Freidges distributed testing reports to date for the soils and concrete.
2. A. Freidges requested info on the flashing at the top of the skylights and the 8" diameter
vents for attic ventilation.
3. BTR needs the details for the pass-thru window at the concession window.
4. The junction boxes for the exterior lights on the lakeside of the pavilion are not located
correctly. There did not appear to be a junction box for the light fixture over the door on the
lakeside, as well.
5. Shingling is approximately 95% complete.
6. Per discussion with A. Freidges, it was decided to let the plumbing stacks weather for one
year before painting.
7. The exterior T1-11 is being installed over the rigid insulation at the lakeside. Various splits
were observed in the exterior T1-11 siding. The carpenters will fill in the cracks. T. Erickson
will reject the poorer quality sheets and not install them.
8. B. Cornwall will review the spacing of the 1 x4 battens.
9. The mechanical engineer stated that the electric water heaters for the concessions and the
slop sink are adequately sized, and the ductwork in the mechanical room should be installed
as drawn.
.
Date: Sept.24, 1999
Time: 9:30 AM
Weather: clear
Temp.: 700
Report by: R. Bruce Cornwall
Copies to: A. Friedges
P. Hokeness
D. Macdonald
R. Brune
~'~t
J, Schoenbauer
B. Hutchins
FREDERICK BENTZ / MILO THOMPSON / ROBERT RIETOW INC.
2600 FOSHAY TOWER · MINNEAPOLIS, MINNESOTA · 55402
ARCHITECT'S FIELD REPORT NO,: 15
PROJECT:
Lake Front Park Pavilion
.211&
COMM. NO, 98-17
CONTRACT: General Construction
Those present:
B. Cornwall
A. Freidges
OBSERVATIONS:
1. Roofing is essentially complete except at the skylights and some miscellaneous flashing at
the chimneystacks.
2. The installation of the T1-11 and trim at the exterior is approximately 75% complete.
3. BTR needs the details for the pass-thru window at the concession window.
4. The skylights are installed on the lakeside. B. Cornwall and A. Friedges discussed the
flashing at the skylights. It was determined to provide at least 6" clear between the peak and
the top face of the skylight in order to provide proper f1ashing- see attached typical detail
provided by Velux. The skylights as installed will need to be adjusted. A. Freidges will
discuss with T. Erickson.
5. Insulation and the concrete block veneer were on site. The concrete block should be
protected from rain.
6. The inspector needs to have the following confirmed:
a. Verify the integrity of the splice detail at the lakeside porch perimeter beam.
b. Verify that the double 2x12 ridge beam (and the joist hanger at the skylight ridge), and the
girder truss to either side of the skylight opening at the bearing point of the 2x12 are
structurally sound.
7. LKPBI Grendahl should verify if a booster pump for the site sprinkler system could fit in the
mechanical room near the furnace.
8. A. Freidges wants BTR to verify the following:
a. Will roof vents work in lieu of the turbines?
b. What manufacturer produces the 8" diameter eave vents?
c. Will paint hold on the green PSL's?
9. See attached for revised attic ventilation calculations.
10. See attached for thru-wall flashing substitution approval.
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FREDERICK BENTZ I MILO 1HO~.-.N I RO~I Ru::.....N INC. 2eoo FOSHAY TOWER M1NNEAPOUS. M1NN_.....A l55402 (812) 332-12304
LAKEFRONT PAVILION
P~IOR LAKE, MN
COMM. NO.: 138-11
FLOOR PLAN
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MASTIC (FASTNER W/ NEOPRENE WASI : ~
ROOFING FELT
1 /2" SHEATHING
VELUX HEAD FLASHING
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VEWX-AMERlCA INC,
,.,. EVa/lll Pand Rd
Q,..n~.~ocI. se 21849
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Gre~stone Construciton
CONST MIDWEST
09/22/99 08:28 FAX 8125388530
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1, PIlDOUCJ NAME
MIRADRI THIU WALL FLASHING
IIWfl
2. MNU'AcruUl
Nicab.Mifufi GToup
3500 Parkway Lane, Suit. 500
...... ... I'. GA 30092
Phone: 404 447-6272
BOC' 23~"8.
FAX: .404 44s..512~
3. PIODUCT D!5CurnoN
... u.: Miradri,1WJ il a fully.
ad"--i, lIIIf.ac:lhering, in-wal flash.
Ing memDraM fO, use with
con~, InQlonry. 9ypl"m or
woad won conllnJc;l;on. Usage shall
tomely wilh 'VPicol wall flashing
dRnls.
W. j ,. II: Miradri TWF must nol
b. feft ~11tIn1fy 8lqJOSIId to sun.
light. fla5hing Ihould not be
IriS1aIIed L )" I 2j-F.
c.n, r .... and MofIriaIs:
Mirodri 1Wf is 0 40 mil membra...,
32 mils of pltoble Qnd highly<<lh.
aNw NbberiDd alphak cCllft~nd,
comp"''' ond il'llegro/ly band.d to
an 8 milf high denSity. trou Iomi-
natwd poly8fhylene film. The moll9'i-
al is supplied in ralls, intet'Wound
wilh .ilic:one CDOIiBd release paper.
4. INSfAU.ATION
Surf'aat "............: Surface
must '- dry. Oust. dirt. loose rust
scoles or any other mal8riall which
might cau.. area, of poor adhesion
fa; the Ralhi"R membrane mUlt be
612-445-4191
rwmcMd, All surfaces to receive
Rashing membra.- mur.t be primld
with P.910 PRIMER and allaWed to
dry 'or at least 20 minute' prior to
M",bran. CIPI:JIicafion.
Nfdi.., fItaItUttr. Flashing miiR't-
t", illnslQlled '" ..........,JOllCtI ""illl
typical WQIl ftashing delails 8XCllpl
thO, no reg. details shall be neces-
sary when altaching to a vertiCOllllf'
foal.
5. AVAIlAIIUIY AND COST
A.~ Mirodri TWfis dl~
lribuled through the building prod-
ucts IUwlY compcmi" throughout
!he United States and Canada.
CcIIt MiradrllWP is compellllvely
pric;ed. Far tpoc::ific informotion, ~on-
lad )lour locol MirQh repr...ntalMi
ot coli Mirofi. 800-2J4-048A, W.
wi" ,.r.r you 10 a Ioc:o\ represen1a-
tive.
6. WAUANTf
M/radri 1WF carries a monufac-
~'s WO~l\ty of malwiol SpiOf=lCG-
lion .,...,,\.., '.,"',
VJ@JCI
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04200
9. flUNG SYSTfMS
Far additional infonnalion. con.
tad Nlcolon/Mirafi Group.
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7. MAINTENANCE
Miradri 1Wf should not require
mainfenanQI if irUllDllwd in accor-
donce with Mirafi spetificolions and
inslrvdions.
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Contact Nicolon/Mirgfi Group,
800.234-0484 for technical ser-
vices.
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TYPICAL VAWIS "
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170 mlnimurJI
40 minimurJI (i
1500 minimum is
400 minimum
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UNIT
TokIl Thlcbeu mils
n.ickn.a of Film Bcding mill
Puncture Resillanca - fdm ASTM D 78' lbs
PuncIurt hsl.ranc::. of Composite M.mbran. ASTM D 781 Ibs
T",. Snnglh of Composite M.mbrcna ASTM 0 "12 (ModIfllId) pI!
Bu...,ullun at Rubbarimd Alphalt ASTM D 882 \Modified) 'Y.
Wotflr Vapor Transmiqian - (P.rmeanaI) ASTM E 96 Method 8 Grainl/sq ft/hr In HG
PACKAGING: Ron length 75 It.: available raU widths 6". 12., 18.. 2"- !!!!d 36".
Poll..... brand fax transmittal memo 7611 I' .,..... · (
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Date: Sept.29, 1999
Time: 9:30 AM
Weather: clear
Temp.: 500
Report by: R. Bruce Cornwall
Copies to: A. Friedges
P.Hokeness
D, Macdonald
R, Brune
K. Peterson
J, Schoenbauer
B. Hutchins
II
FREDERICK BENTZ / MILO THOMPSON / ROBERT RIETOW INC.
2600 FOSHAY TOWER · MINNEAPOLIS, MINNESOTA · 55402
ARCHITECT'S FIELD REPORT NO.: 16
PROJECT:
Lake Front Park Pavilion
SIP 3 OIllJ
COMM. NO. 98-17
CONTRACT: General Construction
Those present:
'Yf,~U
B. Cornwall
A. Freidges
OBSERVATIONS:
1. The installation of the windows is in progress, and is approximately 25% complete.
2. There was discussion concerning the installation of the skylights and related flashing details
at the heads of the skylights, A. Friedges and T. Erickson will meet tomorrow to discuss, and
to determine a course of action.
3. A. Freidges will provide details for the pass-thru window at the concession window.
4. The insulation and vapor barrier were being installed at the time of the visit, and were
approximately 30% complete.
5. The concrete block veneer should be protected from rain.
6. See attached for the structural engineers report on the framing.
7. A. Friedges will provide information on the type and size of the sprinkler booster pump for the
engineers to review,
8. A. Freidges wants BTR to verify the following:
a. What manufacturer produces the 8" diameter eave vents?
b, Will paint hold on the green PSL's?
9. The plumber will provide a 30-gallon electric hot water heater (at no charge) in lieu of the
point-of-service heaters that were specified. A. Friedges is in agreement with this action.t
~
10. The cedar column wrap at the porch columns was reviewed and approved.
11. B. Cornwall will provide a color board and samples of the finishes for the Owner to review.
This will be provided at the next site meeting. B. Cornwall will investigate the color
possibilities of porcelain tile for the concessions and toilet rooms. p, Hokeness would prefer
to have more color in those rooms. The color options for the Common Room was approved
12. BTR will provide a detail for the stainless steel counter top, This will be built by the cabinet
supplier.
Date: Oct. 13, 1999
Time: 9:00 AM
Weather: clear
Temp.: 420
Report by: R. Bruce Cornwall
Copies to: A. Friedges
P. Hokeness
D, Macdonald
R. Brune
K. Peterson
J. Schoenbauer
B. Hutchins
11
FREDERICK BENTZ / MILO THOMPSON / ROBERT RIETOW INC.
2600 FOSHAY TOWER · MINNEAPOLIS, MINNESOTA · 55402
ARCHITECT'S FIELD REPORT NO.: 18
PROJECT: Lake Front Park Pavilion
ell>' i I 4 1999
COMM. NO. 98-17
CONTRACT: General Construction
Those present:
B. Cornwall
OBSERVATIONS:
1. The installation of the insulation and the vapor barrier appears to be complete, The Kraft
paper facing of the insulation has been cut open in several locations in each batt to avoid the
trapping of moisture between the poly vapor barrier and the Kraft paper.
2. The installation of the gypsum board has been started in the concession room, the toilet
rooms and the mechanical room.
3. A Freidges will provide details for the pass-thru window at the concession window, BTR will
then provide a detail for the stainless steel counter.
4, Sound batt insulation has not been installed in the interior walls as specified. However, Prior
Lake staff was delivering batts at the time ofthe site visit.
5. The concrete block veneer stored outside should be protected from rain.
6. T. Erickson was installing the Tyvek air barrier.
7. The fireplaces and vent/flues have been installed.
8. B. Cornwall met with the masons on site to discuss the waterproofing installation. They will
not begin until the waterproofing installation is complete. In a subsequent phone call with p,
Hokeness, various options of completing the watef\)roofing were discussed. It was
determined to cut the flashing toa height of 8" above the brick ledge, peel back the
membrane and apply mastic to the ledge and cmu surfaces before reapplying the
membrane.
.
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Date: Oct. 20, 1999
Time: 9:00 AM
Weather: clear'
Temp,: 380
Report by: R. Bruce Cornwall
Copies to: A. Friedges
P. Hokeness
D. Macdonald
R. Brune
K. Peterson
J. Schoenbauer
B. Hutchins
FREDERICK BENTZ / MILO THOMPSON / ROBERT RIETOW INC.
2600 FOSHAY TOWER · MINNEAPOLIS, MINNESOTA · 55402
ARCHITECT'S FIELD REPORT NO.: 19
PROJECT:
OCT 2 6 I9W
Lake Front Park Pavilion
COMM. NO. 98-17
CONTRACT: General Construction
Those present:
B. Cornwall
A. Freidges
OBSERVATIONS:
1. The installation of the CMU veneer has started. B. Cornwall discussed the importance of
following cold weather procedures per the specifications with the masonry foreman (Steve).
The masons will cover the work with insulation and poly to help protect the installation from
freezing. B. Cornwall also directed the masons to remove a mortar wash that was laid over
the top of the foundation insulation.
2. The installation of the gypsum board is almost complete. Final taping and sanding
procedures have been started.
3. A. Freidges and B. Cornwall will visit an existing installation of a pass-thru window at next
week's meeting in order to better coordinate the window, counter, rolling shutter and wood
trim work. Once BTR receives details of the pass-thru, a detail for the stainless steel counter
will be provided.
4. Finish carpentry operations have started at the interior. The wood cap at the perimeter of the
main room, the casing at most of the openings, portions of the T1-11, and the wood frames
for the doors have been set. B, Cornwall and T. Erickson discussed different sill and stool
details at the windows, and it was determined to not install the stools. It was also determined
to detail the wood and tile mantels at the fireplaces differently than detailed.
5. The wrapping of the exterior columns is almost complete.
-
II" ..
II
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Date: Oct. 27,1999
Time: 9:00 AM
Weather: clear
Temp.: 440
Report by: R. Bruce Cornwall
Copies to: A. Friedges
p, Hokeness
D. Macdonald
R. Brune
K. Peterson
J. Schoenbauer
B. Hutchins
11 ,.- I
FREDERICK BENTZ / MILO THOMPSON / ROBERT RIETOW INC.
2600 FOSHAY TOWER · MIN"NEAPOLlS, MINNESOTA · 55402
ARCHITECT'S FIELD REPORT NO.: 20
PROJECT: Lake Front Park Pavilion
COMM. NO. 98-17
CONTRACT: General Construction
Those present:
B. Cornwall
A. Freidges
OBSERVATIONS:
1. The installation of the CMU veneer appears to be complete.
2. The installation of the gypsum board appears to be complete. Final taping and sanding
procedures have been started.
3. A. Freidges and B. Cornwall visited Memorial Field to review a "pass-thru. window that is
proposed at the pavilion's concession window. The unit is set within a cased opening and
requires little if any coordination. B. Cornwall will provide a detail of the stainless steel
counter. The height of the counter is set at 32".
4. Finish carpentry operations continue at the interior. The trim and paneling are approximately
70% complete. T. Erickson is completing the trimwork at the skylights. Discussion with A.
Friedges and T. Erickson determined that a drip pan for the skylights will not be installed at
this time.
5. All the windows have now been installed. The Vestibule doors are on site, but not installed.
The transoms above the interior doors have been installed, as well.
6. The wood doors and hollow metal doors have been hung. Hardware has not been installed.
7. The granular fill base for the concrete slab at the porch area is being prepared.
.
II
MATTSON / MACDONALD INC.
PHONE NO.
612 827+138135
Sep. 28 1999 1eJ:54AM P2 ,
MATTSON/MACDONALD INC.
STRUCTURAL ENGINEERS
1516 WEST LAKE STREET m1
MINNEAPOLIS MN 55408
(612) 827-7825 FAX (612) 827-0805
MEMORANDUM
Date:
September 28. 1999
To:
BTR,' Inc.
2600 Foshay Tower
Minneapolis, MN 55402
Bruce
Eric Bunkers
Attn:
From;
Project:
lakefront Park Pavilion
Prior Lake, MN
99014
Roof ridge beam, canopy beam splice hanger,
rafter bearing condition
proj No:
Subject:
Dear Bruce:
As you requested, I have analyzed the steel fabricated canopy L~"",,, sptrc:e, the skylight ridge beam and
it's conneetions, and the exterior bearing wall that supports the canopy rafters and main building rafters
at the above r\J.l:.......nc::ed bUilding. My analysis is based on my site visit on September 27, 1999, a roof
dead load of 17 pst, and a roof snow load of 40 pst in accordance With the Minnesota State Building
Code.
The 2-ply 2x12 Skylight ridge beam shall support the loads indiCated above When the ends of the
intersecting 3-ply.2x6 rafters are nailed to the ridge beam with 4-16d toe nails each, and when the ends
of the ridge beam are supported with LUS28-2 Simpson Strong Tie hangers or equal at each end, nailed
to the supporting roof girder truss. The hangers have been installed with 2 nails missing at each girder
truss. but shall still support the loads indicated above.
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.
The specifications of the canopy beam splice hanger appear to match the specifications of a !<He5S
Kant-Sag hanger. The installed steel hanger was fabricated by R.E.W. Supply, lne. and their steel shop
drawings appear to match the dimensions, steel thickness', and weld requirements that the KHC55
Kant-Sag hanger does. The Kant-Sag hanger is equivalent to the HCA5-5 Simpson Strong Tie hanger
as called out on our structural plans dated March 22, 1999.
The two main hip rafters at ttte canopy shall be supported by 3-ply full height studs from rafter to sill
plate, while the remainder of the exterior bearing stud wall shall adequately support the secondary
rafters without installing full height studs below each rafter.
.
II
MRTTSON / MRCDONRLD INC.
PHONE NO.
612 827+12181215
Sep. 28 1999 1121:55RM P3
When ifl$talled as indicated above, the 2-pfy skylight ridge beam, the canopy beam splice hanger, and
the hip rafters shall support roof loads in accordance with the Minnesota State Building Code.
If you have any further questions or (;0"...6.. .S, ple.QS8 feel free to" contad tne.
SIncerely,
MattsonIMacdonald. Ine..
(~y~
Eric M. Bunkers, P.E.
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1.04 PERMITS, FEES AND NOTICES
A. Supplement Paragraph 3,7 of the General Conditions:
1. The Owner shall secure the building permit for the Project. _
2. Each Contractor shall secure and pay for all other permits and governmental fees, licenses
and inspections necessary for the proper execution and completion of the Work which are
customarily secured other execution of the Contract and which were legally required at the
time bids were received,
3, Unless otherwise provided in the Contract Documents, the Mechanical Subcontractor shall
make arrangements and pay all fees, charges and deposits for water, sewer and gas service
which were applicable at the time bids were received.
4. Unless otherwise provided in the Contract Documents, the Electrical Subcontractor shall
make arrangements and pay all fees, charges and deposits for electric service which were
applicable at the time bids were received.
5. Owner shall request proper authorities to apply for permits and fees for sewer availability
charge (SAC) Owner shall pay the Metropolitan Sewer District Charge (SAC).
1.05 COMMUNICATIONS WITH THE OWNER
A. All inquiries, information and coordination with the Owner relating to scheduling of work, use of the
site, interruption of utility services and similar matters shall be directed to the Owner's designated
representative. .
Mr. AI Friedges
Parks Supervisor
City of Prior Lake
16200 Eagle Creek Avenue SE
Prior Lake, MN 55372
(612)440-9675 (VOICE)
(612)440-9678 (FAX)
PART 2 PRODUCTS
Not Applicable
PART 3 EXECUTION
3.01 PROJECT SCHEDULE
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A. The construction work for the project is anticipated to commence April 27,
Substantial Completion by December 1, 1999,
3.02 USE OF SITE
B. The limits of the construction site and protection of existing trees will be strictly enforced.
A. Portions of the park, including the athletic fields, picnic grounds, and.tot lot will be in use 'rJ.j thl
Public and the Owner.
C, The Contractor shall conduct his operations so as to permit public access to the par~
recreation facilities. Walks, driveways, and parking lot to be used by the Owner and the
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. I
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Date: June 30, 2000
Time: 9:30 PM
Weather: clear
Temp.: NA
Report by: R. Bruce Cornwall
Copies to: A. Friedges
P. Hokeness
D. Macdonald
R. Brune
K. Peterson
J. Schoenbauer
B. Hutchins
II Ii
FREDERICK BENTZ / MILO THOMPSON / ROBERT RIE
2600 FOSHAY TOWER · MINNEAPOLIS, MINN A ·
ARCHITECT'S FIELD REPORT NO: 28
PROJECT:
COMM. NO. 98-17
Lake Front Park Pavilion
CONTRACT: General Construction
Those present:
OBSERVATIONS:
B. Cornwall
A. Friedges
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~
1. The painting is almost completed. The following items remain:
Chimneys
Vent stacks
Exterior hollow metal doors and frames
2. See attached for wood trim detail at the skylight well. A. Friedges will install when time
permits.
Page 1 of 1
FREDERICK BENTZ / MILO THOMPSON / ROBERT RIETOW' INC,
2600 FOSHA Y TOWER. MINNEAPOLIS, MINNESOTA . 55402
TO:
Bob Hutchins
J!E~~DVl~r
-r1 MAY 1 3 1999 \:
l It._-
,
MEMORANDUM
DATE:
May 5, 1999
FROM:
R. Bruce Cornwall, AlA
SUBJECT: Lakefront Park, Prior Lake, MN
Project No. 98-17
The following is a response to a list at questions and requirements requested by B.
Hutchins' (City of Prior Lake Building Inspector) memo dated April 20, 1999 regarding
the project:
1. See attached for the Illumination Budget Calculation summary.
3. Certified roof trusses are required by the Structural notes.
4. See attached for occupant load calculations.
5. Occupant load sign shall be supplied and installed by the Owner.
12. See attached for AS! describing location of vertical grab bar.
13. See attached diagram for turbine vent location. See details 1/A9.1 and 1/A6.1 for
location of fascia vents.
14. Attic access is provided- See reflected ceiling plan.
15. We request the requirement to provide exit lights in the multi~purpose room be
deferred until the building is framed, and an on-site inspection by the building official
is completed. It has been our experience that in small structures such as this, the
requirement has been waived.
17, We request the requirement to install an additional draftstop be deferred until the
building is framed, and an on-site inspection is completed by the building inspector.
A small portion of the attic space is over the 60 foot dimension by 2'-0", and since
the area is significantly below the 3,000 SF requirement for area we believe that this
warrants an exception to a strict reading of the code.
\t.S. Separate plumbing and electrical permits are required by the specifications.
See attached for comments to the Plumbing code review.
c.c.
J. Tovar, A. Freiges, R. Rustad, J. Clark, J. Schoenbauer, D. Macdonald
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I-KP!] EnS ineers
651 633 1355 P.02/05
lighting Application Worksheet
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Oftlce 1.7 1.8
RelIgicus W(D'Ship NlA 2.S
RestaunJnt 1.4 NlA
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Schocl 1.9 N1A
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Performance NJA 1.5
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651 633 1355 P. 03/05
. Lighting Compliance Certificate
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auildlng Floor Area
BuDdin\il Type
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SectIon 3 - Requirements Checklist
Contro's, SwJtr:h'ng, and Wiring
Independent cantro/s for each space (swilchloc:cupancy senscr)
Exceptlcns: security lighting
building lebby/rela/l storeJmalJ
Master switch at entry to each hoteUmctel guest room
Two switches. dimmer, er OCCtlp8l1cy sensor in each space
providing a unlferm illumination pattern
Excepticns:the area has only oneluminalre
an occupant-6ensing device canlrcls the area
the area Is a corridor, storage area, restroom, .or lobby
PhCltc~1J cr astronomical tim&slNitch en exterior r.ghts ,
exception: large caY8red areas requiring lighting
during daylight hours
Tandem-winJd one.lBmp and three-lamp ballasted luminaires
exceptions: electronic high.frequency ballasted luminaIres
luminail'eS net on same switch
Interior Ughtfng
Total actual watts must be less than or equal to total aI/owed watts
Allowed Watts AduaJ Watts Lighting Ccmpll88 (Y/N)
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Exterior UghUng
~e(sl of exterlQ(~liglUlr1'Q sources: .
o f1uerescent ifme~l halide 0 higtt..pressure sodium
Power for lighting fn;lm electrical sarviC8
cxcapticns: speclQn~ed signal,. dlrectlcnal, and marker lighting
lighting highlighllng exterior fS8wres of historic
building
advertising signage
safety or security lighting
low-voltage landsCape IIghtfng
&cun:e efficacy gr8ater than SOlumens per watt .;
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other calculations submitted with this permit appUcsUon. The proposed lIghting system has been de3igned to meet /he
COMc:hec:k-EZ'" requirements. . I
PrincipaJ UghtJng O..igner - Name I Slgn~.... r,. . Date I
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NOTE: This (ann is reqlJired on pmjecr plan$. The Ligh~;lestion Worlt3llcr may b. incorporated {nlo the {ighrir>g' I
schedule.
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.EDERICK BENTZ / MILO THOMPSON / ROBERT RIETOW INC. 12:3.4 CAIN TOWER' MINNEAPOUS. MN 55402 . TEL 1612133:2
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~~.chitect's
Supplemental Instructions
AlA Document G710-
Electronic Format
OWNER
ARChll.t.CT
CONSULTANT
CONTRACTOR
FIELD
OTHER
[ P. Hokeson 1
[ B. Cornwall!,
[ D. Macdonald!
r A. Frieda~
[ J. Schoenbauerl
[ R. RustadlJ. Clarkl
THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES; CONSULTATION WITH AN ATIORNEY IS ENCOURAGED WITH RESPECT TO ITS
COMPLETION OR MODIF1CATION. AUTHENTICATION OF TIllS ELECTRONICALLY DRAFTED AIA DOCUMENT MAY BE MADE BY USING AIA
DOCUMENTD401. '
PROJECT:
(name, address)
Lakefront Park Pavilion
Prior Lake, Minnesota
ARCillTECT'S SUPPLEMENTAL
INSTRUCTION NO: 01
DATE OF ISSUANCE: Mav 10.1999
OWNER:
City of Prior Lake
ARCl:ul.t.CT:
Frederick Bentz / Milo Thomoson / Robert Rietow. Inc.
2600 Foshav Tower
Minneaoolis. MN 55402
TO:
(Contractor)
AI Friedaes. City of Prior Lak~
17073 Adelmann Street SE
Prior Lake. MN 55372-1714
CONTRACT FOR: General Construction
ARCillTECT'S PROJECT NO: 98-17
CONTRACT DATED: NA
The Work shall be carried out in accordance with the following supplemental instructions issued in accordance with the Contract
Documents without change in Contract Sum or Contract Time. Proceeding with the Work in accordance with these instructions
indicates your acknowledgment that there will be no change in the Contract Sum or Contract Time.
, Description:
J 1, Chanae the vertical arab bar dimension on Detail 4/A4.1, Chanoe 2'-10" horizontal dimension to read as 3'-1". Vertical arab
bar must be mounted 11" to 13" from face of toilet fixture,
Attachments:
(Here insert listing of documents that support deseription.)
None.
ISSUED BY:" ~
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AIA DOCUMENT G7l0 - ARCHITECT'S SUPPLEMENTAL INSTRUCTIONS- 1992 EDmON - AIA - COPYRIGHT 1992' mE AMERICAN INSTITUTE OF
ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D,C., 20006-5292. WARNING; Unlicensed photocopying violates U.S. copyright laws and
is subject to legal prosecution, This document was electronically produced with permission of the AIA and can be reproduced without violation until the date of
expiration as noted below.
Electronic Fonnat G710 - 1992;User Document: ASI-01.DOC - 5/11/1999. AlA License Number 102439, which expires on 7/31/1999 - Page #1
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REOER1CK BENTZ i MILO THOMPSON, ROBERT RIETOW INC. 1234 OAJN TOWER' MINNEAPOLIS, MN 55402' TELl612J332.123.
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FREDERICK BENTZ I MILO THO~...~N I ROBERT RJETOW INC. 2600 FOSHAY TOWER MINNEAPOus, MINNESOTA ~02 (61:2) 332-1234
LAK...=FRONT PAviLION
PRIOR LAKE. MN
COMM. NO.: 98-11
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FLOOR PLAN
APRIL I, 19'39
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'.KPB En9 ineers
651 633 1355 P.01/02
<7:;)/3
LUNDQUIST, KILLEEN, POTVIN AND SENDER, INC. · ColI$uJtIng Engineers
1935 w. County Rd. S2 . Suitll 300
Sl Paul. MN 55"3-2722
(651) 833-1223 . FAX: 833-1355
FACSIMILE TRANSMmAL
FROM FAA NUMBER (S51) 633-1355
May ~ 1999
Pages Sent (indud.lng th'$ one) A.
If YOlJ do not receive the quantity of pages listed above
or there is a problem with the pages received, please can (651) 633-1223
IQ
FAX Number:
Attention:
Company:
fROM
Name:
REGMPING
Project:
Project Location:
LKPB project No.:
6123321813
Bruce Cornwall
STA
Ronald Brune
Lake Front Park Pavilion
Prior Lake. Minnesota
98 21300
REMARK$ Rt;': Mr. Robert D. Hutchins Pie" Review # P.f.O. 25-902-001-0
Plumblnq C.o~B Revtew Comments.
Item1 \ Provide full size clean outs.
Resnanse: We comply refer to specification section 15430-2.02
Itam 2. Provide full size vent.
~onse= We comply refer to mechanical drawing M- 1 I Detail 31m-1
Item 3. Provide Valves and PRV at water meter. Size of Water Meter?
Response: We Comply, Refer to specification section 15450-2.01 for valves, PRY and water meter
size.'
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12:09
'<PB Eng ineers
651 633 1355 P. 02/02
Item 4. Provide specifications fer water heater and T&P.
Resaonse: Specification section 15250-2.02 indicates manufacturer. Mechanical Drawing ME-
1 Electric Water Heater Schedule Indicates size and capacities. Note that these are all instantaneous
water heaters. There are no pressure vessels to instaJl a T&P valve, number and size.
Item 5. Wall Hydrant Vacuum Breakers.
Re..,aonse~ These are prtlvided for, see specification section 15430-2.02.8.
Item 6. Disinfection of Potable Water.
,Resaonse: This is provided for see s~ecificatfon section 15410-3.02
J!em 7. AU materials must comply with MSPC.
,Aesccnae: Refer to specification sectfon 15010 for compliance to codes and standards.
Item 8. Inspections and Testing.
RE!8f1oJ1se: Refer to specification sections 15010 and 15990.
Please call or contact me if there are any questions.
AHB
11 I: I
.
T'iTQI 0, r'?
Memorandum
DATE: April 20, 1999
TO: Jenni Tovar
FROM: Robert D. Hutchins to \rt
RE: Lakefront Park Pavilion Building 15790 Ridgemont
Ave. P.I.D.25-902-001-0
c.c.: Al Friedges Parks Supervisor
Following are the results of the plan review for the Lakefront Park Pavilion Building. Bruce
Cornwall the architect, has sent a memorandum dated April 5, 1999 and recieved April 15, 1999
in response to the April 12, 1999 Building Department plan review. Our review was based on the
Minnesota State Building Code (MSBC) which adopted with amendments the 1997 Uniform
Building Code (UBC) with handicap regulations of the Council of American Building Officials
American National Standard (CABO/ANSI). The plumbing review was based on the Minnesota
State Plumbing Code. The comments are numbered as in the April 12, 1999 plan review letter.
1. Provide the Illumination Budget Calculation Summary, MN Energy Code Part
7670.080. The form was provided with no data.
3. At framing inspection, provide Engineered roof truss drawings.
4. Provide a Building Code analysis indicating the occupant load of the building.
5. Post occupant load sign in room 101. UBC 1007.2.6. Owner will be responsible.
12. Detail 4/ A4.1: dimension vertical grab bar MSBC 1340.1260
13. How does 12" turbine vent in fireplace chase penetrate attic draftstop? UBC 1505.3
Provide attached diagram in April 5, 1999 memorandum section on Prior Lake Attic
Venting Calculations. Does it indicate locations of the 30 8" dia. fascia vents?
14. Provide attic access to attic space above room 101. UBC 1505.1
15. Provide exit signs at exit doors in room 101. UBC 1003.2.8.2.
The following are additional comments:
17. Addendum # 1 Sheet A3.1: Two draftstops are required. The greatest horizontal
dimension between draftstops cannot exceed 60 feet. UBC 708.3.1.2.2
N18. Separate HV AC, Plumbing and Electrical permits are required.
"
-
The following is the Plumbing Code review:
1. Provide full size clean outs for underground plumbing. MSPC 4715.1000 and
4715.1020.
2. A full size vent (minimum 3") must terminate 12" above roof. MSPC 4715.2520, sub
part 1.
3. Provide full way shut off valves on each side of water meter and install pressure
reducing valve. Provide size of water meter MSPC 4715.1800, sub part 3.
4. Provide specifications on Water Heaters and temperature and pressure relief valve to
be piped to within 18" offIoor. MSPC 4715.2210, sub part 4.
5. Atmosphere vacuum breakers required on all wall hydrants. MSPC 4715.2250.
6. Disinfection of potable water lines required. MSPC 4715.2250.
7. All materials to comply to MSPC 4715.0420.
8. Inspections and testing per MSPC 4715.2800 and 4715.2820.
This is a preliminary review only. Other code items will be addressed when the final
plans are submitted. The building plans must be reviewed by the Cites Developmental
Review Committee (DRC) which consists of representatives of Planning, Engineering,
Parks, Finance, and Building Departments. The DRC must approve the plans before a
building permits can be issued.
2
II
11'1'1"
~^\.
-pc-~6"
~V(~.
~6
_I~L:.OO~ LKPB Eng'neers &~~ 6516331355 P.~
~~LUNDQUIST, KJLLEEN, POTVIN AND SENDER, ~ · Con$uJt/ng fS~
r 1935 W. County Rd. B2 . ~ XC
~ ~ 51. Paul. MN so11NTZ2
I (651) 833-1m . FJ:X; m-~
FACSIMILE TRANSMrTT AL
FROM FAX NUMBER (851) 633-1355
May ~ 1999
Pages Sent ('ndud,lnS this one).1...
If YOlJ do not receive the quantity of pages listed above
or there is a problem with the pages received, please caJl (as 1 ) 633-1223
TO
FAX Number:
Attention:
Company:
6123321813
Bruce Cornwall
eTR
FROM
Name:
Ronald Brune
REGABDlNG
Project:
Project LQc:aticn:
LKPB Project No.:
Lake Front Park Pavilion
Prior Lake, Minnesota
98 21300
REMARKS Rs: Mr. Robert D. Hutchins Plan Review # 1'.1.0. 25-902-001-0
Plumb In., C',ode Revf~ C~mments.
Item1, Provide full size clean outs.
Resconse: We comply refer to specttlcatlon section 15430-2.02
Itam 2. Provide full size vent.
Resconse: We comply refer to mechanical drawing M-1, Detail 3/m-1
Jtem 3. Provide Valves and PRV at water meter. Size of Water Meter?
Resconse: We Camply, Reter to specificaticn sectIon 15450-2.01 for valves, PRY and water meter
size;
II I I
12:09
LKPB Engineers
651 633 1355 P.B2/02
Item 4. Provide specifications for water heater and T &P,
Resaonse: Specification sectlon 15250-2.02 indicates manufacturer. Mechanical Drawing ME-
1 Electric Water Heater Schedule indicates size and capacitIes. Note that these are aU instantaneous
water heaters. Thei'e are no pressure vessels to install a T&P valve. number and size.
Item ~ Wall Hydrant Vacuurri Breakers.
Resr.2onae: These are provided for, see specification section 15430-2.02.8.
Item 6.. Disinfection of Potable Water.
Reseonse: This is provided for see specifica:tfon section 15410-3,02
item 7. All materials must comply with MSPC.
,fiesacnse: Refer to specification section 15010 tor compliance to codes and standards_
Item 8. Inspections and Testing.
Resaonse: Reter to specification sections 15010 and '15990.
Please call or contact me if there are any questions.
AHB
.
~. II
II I I
The following is the Plumbing Code review:
1. Provide full size clean outs for underground plumbing. MSPC 4715.1000 and
4715.1020.
2. A full size vent (minimum 3") must terminate 12" above roof. MSPC 4715.2520, sub
part 1.
3. Provide full way shut off valves on each side of water meter and install pressure
reducing valve. Provide size of water meter MSPC 4715.1800, sub part 3.
4. Provide specifications on Water Heaters and temperature and pressure relief valve to
be piped to within 18" offIoor. MSPC 4715.2210, sub part 4.
5. Atmosphere vacuum breakers required on all wall hydrants. MSPC 4715.2250.
6. Disinfection of potable water lines required. MSPC 4715.2250.
7. All materials to comply to MSPC 4715.0420.
8. Inspections and testing per MSPC 4715.2800 and 4715.2820.
This is a preliminary review only. Other code items will be addressed when the final
plans are submitted. The building plans must be reviewed by the Cites Developmental
Review Committee (DRC) which consists of representatives of Planning, Engineering"
Parks, Finance, and Building Departments. The DRC must approve the plans before a
building permits can be issued.
2
II I I
.
ssz.. -(8/~
Memorandum
DATE: April 20, 1999
TO: Jenni Tovar
FROM: Robert D. Hutchins ~ ~
RE: Lakefront Park Pavilion Building 15790 Ridgemont
Ave. P.LD.25-902-001-0
19.(~. To
C.C.: AI Friedges Parks Supervisor
Following are the results of the plan review for the Lakefront Park Pavilion Building. Bruce
Cornwall the architect, has sent a memorandum dated AprilS, 1999 and recieved April 15, 1999
in response to the April 12, 1999 Building Department plan review. Our review was based on the
Minnesota State Building Code (MSBC) which adopted with amendments the 1997 Uniform
Building Code (UBC) with handicap regulations of the Council of American Building Officials
American National Standard (CABO/ANSI). The plumbing review was based on the Minnesota
State Plumbing Code, The comments are numbered as in the April 12, 1999 plan review letter.
{ Provide the Illumination Budget Calculation Summary, :MN Energy Code Part
7670.080. The form was provided with no data.
~ At framing inspection, provide Engineered roof truss drawings.
@rovide a Building Code analysis indicating the occupant load of the building~ ~N ;.",,p... A. 3
Ib:" ~ .p.l'.5,i, 0c;.c.J""...,.
~ Post occupant load sign in room 101. UBC 1007.2.6. Owner will be responsible. 62.-
~2. DetaiI4/A4.1: d~ensionxertical grab bar MSBC 1340.1260 '-:--l~ 12 {J A {t LJb /J tiJ,u
e::;.. L l~ 1l~ ~ ~-r IN ll-te 5~ pJ~ o~ (\1'-" (Uf-V1>;), Vf'J l!7u ~ { f-7.?
l!r How does 12" turbme vent In fireplace chase penetrate attIC draftstop? UBC 1505.3
pfovide attached diagram in AprilS, 1999 memorandum section on Prior Lake Attic
Venting Calculations. ~es it indicate locations of the 30 8" dia. fascia vents?
@Provide attic access to attic space above room 101. UBC 1505.1
Jt1. Provide exit signs at exit doors in room 101. UBC 1003.2.8.2.
The following are additional comments:
~Addendum # 1 Sheet A3.1: Two draftstops are required. The greatest ho~ntal
dimension bef":eep draftstop~ cannot exceed 60 feet. UBC 708.3.1.2.~ f p.
E-.x~ \0 0'b' ~ I ~ A ~1l".Qr~ r~ oF" 1>(V\'F I ~laP~ .., .
~ Separate HV AC, Plumbing and Electrical permits are required. L.J.:
II I I
The following is the Plumbing Code review:
~ 0 [.
~~(~ .,
. ~~s.
1. Provide full size clean outs for underground plumbing. MSPC 4715.1000 and
4715.1020.
2. A full size vent (minimum 3") must terminate 12" above roof. MSPC 4715.2520, sub
part 1.
3. Provide full way shut off valves on each side of water meter and install pressure
reducing valve. Provide size of water meter MSPC 4715.1800, sub part 3.
4. Provide specifications on Water Heaters and temperature and pressure relief valve to
be piped to within 18" offioor. MSPC 4715.2210, sub part 4.
5. Atmosphere vacuum breakers required on all wall hydrants. MSPC 4715.2250.
6. Disinfection of potable water lines required. MSPC 4715.2250.
7. All materials to comply to MSPC 4715.0420.
8. Inspections and testing per MSPC 4715.2800 and 4715.2820.
This is a preliminary review only. Other code items will be addressed when the final
plans are submitted. The building plans must be reviewed by the Cites Developmental
Review Committee (ORC) which consists of representatives of Planning, Engineering"
Parks, Finance, and Building Departments. The DRC must approve the plans before a
building permits can be issued.
2
( 1
(
Memorandum
DATE:
TO:
April 12, 1999
FROM:
Jenni Tovar
Robert D. Hutchins ~
RE:
Lakefront Park Pavilion Building 15790 Ridgemont
Ave. P.LD.25-902-001-0
Following are the results of the preliminary plan review for the Lakefront Park Pavilion
Building. The Parks Department has applied for a building permit with AI Friedges indicating
they would like to start soon. Our review was based on the Minnesota State Building Code
(MSBC) which adopted with amendments the 1997 Uniform Building Code (UBC) with
handicap regulations of the Council of American Building Officials American National Standard
(CABO/ANSI). The plumbing review was based on the Minnesota State Plumbing Code.
1. Provide the Illumination Budget Calculation Summary, MN Energy Code Part
7670.080.
2. Submit Energy Envelope Calculations.
3. At framing inspection, provide Engineered roof truss drawings.
4. Provide a Building Code analysis on plans.
5. Post occupant load sign in room 101. UBC 1007.2.6.
6. Sheet ME 1 : Ventilation for the building must meet UBC Chapter 12. Provide 15 CFM
of ventilation air per occupant.
7. Specification Manual Section 08500 Part 2.05D. Provide screen below glass. UBC
2409.2
9. Detail 51 A4.1: dimension center line of water closet. CABOI ANSI A4.17.2
10. Detail 1/ A4.1: Provide cutsheet of water closet to maintain front clearance.
CAB 01 ANSI A4.17.2
11. Provide detail of drinking fountain. CABOI ANSI A4.15 Fig. B4.15.2.1
12. Detail 41 A4.1: dimension vertical grab bar MSBC 1340.1260
13. Provide details and calculations on required attic ventilation. UBC 1505.3
14. Provide attic access to attic space above room 101. UBC 1505.1
15. Provide exit signs at exit doors in room 101. UBC 1003.2.8.2.
I I IT'. I
-
". ..
('
16. Provide snow drift calculations. MSBC 1365.0300 Subp. 2
The following is the Plumbing Code review:
1. Provide full size clean outs for underground plumbing. MSPC 4715.1000 and
4715.1020.
2. A full size vent (minimum 3") must terminate 12" above roof. MSPC 4715.2520, sub
part 1.
3. Provide full way shut off valves on each side of water meter and install pressure
reducing valve. Provide size of water meter MSPC 4715.1800, sub part 3.
4. Provide specifications on Water Heaters and temperature and pressure relief valve to
be piped to within 18" offioor. MSPC 4715.2210, sub part 4.
5. Atmosphere vacuum breakers required on all wall hydrants. MSPC 4715.2250.
6. Disinfection of potable water lines required. MSPC 4715.2250.
7. All materials to comply to MSPC 4715.0420.
8. Inspections and testing per MSPC 4715.2800 and 4715.2820.
This is a preliminary review only. Other code items will be addressed when the final
plans are submitted. The building plans must be reviewed by the Cites Developmental
Review Committee (DRC) which consists of representatives of Planning, Engineering,
Parks, Finance, and Building Departments. The DRC must approve the plans before a
building permits can be issued.
2
""'''-'''''11.;'
"'f<'~;'M}""
Cft- '3 -;;J (p
Th. C.nl.r of lh. L.k. Counlry
White '. Building
. Canary . Engineering
Pink . Planning
BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST
NAME OF APPLICANT
APPLICATION RECEIVED
CiTY of PriDr LCt/<e
3f;;l(P{ q<]
The Building, Engineering, and Planning Departments have reviewed the building permit
application for construction activity which is proposed at:
IS7CJO
(~d~mo-vf 4VL
Accepted
l ..
Denied ]
Jeviewed By: (,' '0. j~ Date: S--}J<?/cn
'comments: ~~;(. i ff)c/yY'o dr; lit wOt Y l<I~ cl tit e 12...0...c.-u fS 3 fp I
7f AJe.uJ Lurn i ~ti.#'e f{atl - toof OLnd{~c; : 'jM @ frDf I;,~ 10 ~ C,i)de..
~ fc<-rlLinj Lot dretil'iCt ~ tv be. ~f,c)vcd b:; C-l--~I enS..n le,-
* fct-r!Li(lq Lof - /AJtS+Crlv Lotonhi/l- {r(Jft{, s-!Q(i Vlidth If" 1-0 uCUJlY'odetft.
v J
m;f\imuVJr\ c:7s' driv( a(sJ~. Te.nnis Court pa.rJL-i;\c, - Mette ven,'cfc..
.J
(h, A;/'y\.I)Y'rl I)n<. w~l/ C1.;sk of 13' - provide.
Accepted With Corrections
x
if rtfl e Ch-()n / g. S' +-0 (h ~(d
Of) (. - CAJOvV J do not efJ+-~r S ,'~ na~ on Lo f-.
i' fYOVid~ '(tv\'sed lAYld5c~ P1a.ti wi BJfkY'{evd C -a.(Onc; pond 10
v
r < 10 Trctf!. Cl/Y\cJ. 3t, sht'o/bs
5(.. r l t;\ V-om (t-S " den tt c..Q - a L.{ tJlIt:l<-rS-JvI''-1 T"t Co!;
.J
*' At.. V'h~(.,h4/1I'ca1 Uf\cfS -tv be. 'Sc(ttn~d wf ;/Mfiflf7 /(q.,cc.1 8V:Lcf;~ rYIct!<./'t'c..!S
*" 5cvu(\ PC(r\Y'(\J ~.n::CtS ~ 3D" ~""ff) tyJY)\ (2-0-0
If ~w 1L.if\~ Lot LiS ht10l1 +0 b~ fn)v','d(d.
"The issa'ance or granti-ng of a permit or approval of plans, specifications and
computations shall not be construed to be a permit for, or an approval of, any violation of
any of the provisions of this code or of any other ordinance of the jurisdiction. Permits
presuming to give authority to violate or cancel the provisions of this code or other
ordinances of the jurisdiction shall not be valid."
11 1< I
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ADDENDUM#1-LAKEFRONTPARK
NOT TO SCALE
?~ I ~U,t. ~ 0Jt..
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rr 1~c.o'f'tI(;"J\;,t> ~€ fJi"
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()N -rile ~ CJC.UIC.' ~ fiI,( ·
~ ).IV'" "t~ ~. ~~r, nHOCKEY
GoALL- "'0 l1iJut4 ' ft ~
..,"" ....
crt - '5 -;;J (p
White - Building
Canary - Engineering
Pink - Planning
Thr Crnlr. or lhr L.kr Counlry
BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST
NAME OF APPLICANT
APPLICATION RECEIVED
Gi TY 0 F Prior Lc.jze
3{;;l0f ~I
The Building, Engineering, and Planning Departments have reviewed the building permit
application for construction activity which is proposed at:
/5710 (~d~rrvYvf 4VL
Accepted
Accepted With Corrections
x
Denied Q
Reviewed By: 0. j~ Date: S--JJ??/'TJ
Comments: ~ q;<: i rnl/rn do vt: wOt V w~ d t-h e /2....-0....LV is 3 (p I
-,
1f,A/ed Lurn i r'ltA./re flCif'l - f ()()f cu.Y"lJ{~s: ~ M @ f{Df I..:t~ -Iv ~ cvd e-.
..r fe<-rlL1nj Lot dretinCt ~ to be. CAffrovC'd bj C:-I-l! eV1S"y\ fer
*-fa.,(~(l'1 Lof - WtShr II( Lof on hi /1- rrv 1Ct- s -m (I l~icl th (f' 1-0 uCCrJrnOdCt f~
v J
m;nimcJ(h c:?S'drive. aisle. Tennis COurt pa.,rk.-i(lj - YhC\te Veh,'cfc
(r D'-((~ (.,.ff()n /g, S I +0 fh ~eJ (/1I Ai I'hUVh t")n<. w~l/ C1.;<,;I-c of 13 I - prc>vrck
DflL -wOvV }do not erJt"tr 5/'~nc.~ On Lor
~ fYDvide... Y"(,v,'secl UYldsc"fz' P1cm wi BJf.krvc.rd C -cdon:; pond 10
r 10 Trc~ wncJ 3(,5hr",bs
SGrt.tr. -tYo.,.y-, (t.-s,'denftcJI - cQL.{ tJlILf<-rS1Vr'-1 l~c.S
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V; t'o..r ILlA,\ Lot U<j hHf"\'l1 +0 be prtN,"ded. '
"The issa'ance or grantil"1g of a ~rmit or approval of plans, specifications and
computations shall not be construed to be a permit for, or an approval of, any violation of
any of the provisions of this code or of any otherordinance of the jurisdiction. Permits..,.,.-
presuming to give authority to violate or cancel the provisions of this code or qther
ordinances of the jurisdiction shall not be valid."
T"T"T-'--~
I
White - Building
Canary - Engineering
Pink - Planning
Th. C.nl.. 01 Ih. l.k. Counlry
BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST
NAME OF APPLICANT
APPLICATION RECEIVED
C \'\ oF- P(L{o.L- ~~
"3 /1-f;-(q q
I -,
The Building, Engineering, and Planning Departments have reviewed the building permit
application for construction activity which is proposed at:
Accepted
~
Accepted With Corrections
jJ~~
Date:
~~q!r7
~/crVJ:J~&-
Denied
Reviewed By:
Comments:
'::;ee
Fi t.-~
FG:72-
I/-w.-
"The issuance or granting of a permit or approval of plans, specifications and
computations shall not be construed to be a permit for, or an approval of, any violation of
any of the provisions of this code or of any other ordinance of the jurisdiction. Permits
presuming to give authority to violate or cancel the provisions of this code or other
ordinances of the jurisdiction shall not be valid."
.__._.____~._._..._.~.~~_,._.__..._._.__._...__~..____..___^'_"'''_''''_ _. ""__""_'W""'~''-''___'____'._'~__~_~__''
... m
c (D1- L L lp
Thr Crn'r, 01 thr Llkr Counlry
White - Building
Canary - Engineering
Pink - Planning
""-
BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST
NAME OF APPLICANT (' C(({, C" Q ~r ; ( '( L/1 K I'
APPLICATION RECEIVED ~I (: (I" I q I
Accepted
The Building, Engineering, and Planning Departments have reviewed the building permit
application for construction activity which is proposed at:
r~) -710 k; dq {( 11 [1 cf jt.t L( . Lfd{( h- U:' 0.1 '"U-<l /Z
~ v
- PI1VILI ON ONLY-
Accepted With Corrections
)Gf-~ ~:~ Date:
x
Denied
Reviewed By:
S-/z.o/J9
Comments: ,. VEe \ FY W P-.T€'t.. e;E.e..v I(..~ ~11.-G:
· ve t \ FYI F
~ I.Y. VALV': 18' N88r;8.P.
~ !jLL UTILITY re$77NC;- 7#~f,L (;~ CbrJG vND8'(Z.... 'f?/T€
1#1 P~V€/II-1e;....) r Co/'}/NZ-JI:Ic T
· P~V/PE. C(l.oSIO/v Co/'/T/i!D'- A-J J'}l.,L T/U1t;;>.
.c.oOe..f)JNtor-Te ~L-L. ~-I!-Jc- 4ATH 5/Te /t.4??~II~eNT
c-t:JN~c.l,
P<. H(),-e... m/? R'.F.VJCW /:5 H:Jje-Tlf5/lAAtIL-I()H 8IJII,..P/N40/'l'-7:
"The issuance or granting of a permit or approval of plans, specifications and
computations shall not be construed to be a permit for, or an approval of, any violation of
any of the provisions of this code or of any other ordinance of the jurisdiction. Permits
presuming to give authority to violate or cancel the provisions of this code or other
ordinances of the jurisdiction shall not be valid."
il I
I
II
j j
Date Receivect3(21o.,ff1
,,,....
of'
Date Reviewed
PERMIT REQUIREMENT
Date:3)z" {q4 Date:
Request: CkLCK w"rf-h?cv.J. ~ Reply:
Pht<15 't- .
Surva;.
Date:
Request:
Date:
Request:
Date:
Request:
Building/Planning/Engineering
PERMREOU,DOC
j --T'~'
Date:
Reply:
Date:
Reply:
Date:
Reply:
Permit Complete 0
Permit # qq-L"U
REPLY DATE
Accept 0
Decline 0
Accept 0
Decline 0
Accept 0
Decline 0
Accept 0
Decline 0
Permit Issued 0
I
~ . J. ol
Received of
the sum of
for the purpose of
$ b 2'fS-: tE
T I
CITY OF PRIOR LAKE
16200 EAGLE CREEK AVE SE
PRIOR LAKE, MN 55372
(612) 447-4230, FAX (612) 447-4245
/!;,h1 1f, 12u ~ d ;'U-
U /c; fas-, 00 ,
AfJ#- 91 ~d~
RECEIPT # 35425
DATE:
~/9h9
, I
./
d
Invoice #
Receipt c]e~~ of Prior Lake
. T
I'
(
1. White
2. Pink
3, Yellow
File
Cily
Applicant
CITY OF PRIOR LAKE
BUILDING PERMIT,
TEMPORARY CERTIFICATE OF ZONING COMPLIANCE
AND UTILITY CONNECTION PERMIT
lJlRECTIONS
SPACES NUMBERED 1 THRU 17 MUST BE FILLED IN
BEFORE PERMIT IS ISSUED (Please Print or Type and sign at bottom)
2, SITE ADDRESS
/
,
i' -': /-;:- .'
;' <~
...:..
3. LEGAL DESCRIPTION
LOT
ADDITION /
4, OWNER
BLOCK
-;/."-- -
PID '._ -
,..-
I "
~r--........_.
(Name)
(Address)
('/--- -
_// "',
5, ARCHITECT
(Name)
(Address)
Permit No.
~-.. )
1--../--
". 1
, 1,DATE
BUILDING INFORMATION
11, SIZE OF STRUCTURE
(Height) (Width) (Depth)
12. NO, OF STORIES
-'-"',' - ~... "z' _.
"
~
13. TYPE OF CONSTRUCTION
/A--';.~ :.....,lo,. _Jr"~. I'
(Tel. No,)
/ /) -- ~.,-~
14, FLOOR AREA APPORTIONMENT USE
..;...i.:_r_.. :....
(Tel. No,)
Fireplace 0
Alterations 0
Septic 0
Addition 0
Heating 0 Plumbing 0
Finish Attic 0 Residing 0
_(Address) (Tel. No,)
'.J. C '-3 f'Y 7 i f.Rv.' ft: A '.Jure.. ('..- u. .' 7:;':;' 4-7~O
Reroofing 0 Porch 0
Finish Basement 0
15, NUMBER OF OCCUPANTS OR SEATS
OCCUPANTS
SEATS
16, ESTIMATED VALUE
_1.:.:: I Y. /:>~.
17, COMPLETION DATE
6, BUILDER (Name)
1/" '; '1 -1' II,. ( /" ," - ---
~_ t.:. ~_ , 0' ."~ l" j t ',_ (: r~' _ I
7. TYPE OF WORK
New Constructiorrb
Chimney 0 Misc.
8. PROPERTY AREA OR ACRES
Sq. Ft.
-,
..~}
Width
Depth
Yes
No
10. CULVERT SIZE
.---- ,~
...", L_."
9. PROPERTY DIMENSIONS
I hereby certify that I have furnished information on this application which is to the best of my knowledge true and correct I also certify that I am the owner or authorized agent for
the above mentioned property and that all construction will conform to all existing state and local laws and will proceed in accordance with submitted plans. I am aware that the
building official can revo,ke this permit}or jllSt cause, Furthermore, I hereby agree that the city official or a ~esignee may enter upon the property to perform needed inspections.
'/' ,..-:. ,/ 1/ /..... If. J 7c c:J,
X/j~-~,,',,,~...(.? l.>;'<!A'~A Y ~. .,"-,' '- -7- f.._~~
Signature wOlInse No, Dale
.\
,
~,,~fBACKS: Required
Actual
FOR ADMINISTRATIVE USE
Total Due .............................. $ ((_, c:,..4 0 ... oa
Paid / t. t t./~. 0 () Receipt No. xU t X' J
....". -J~ed / ,I Date l/-l 1i)'IJ . By (-r~ 'r......
, , .i~iS to certify tha~ t~ request i~$OVe application and accompanying documents is in accordance with the City Zoning OrdinanCe and may proceed as/requested: ihisdocument when
S~~jt ~5~~an..: ~/~es .~ ~,~porary ~~ca,~' ~2~' lcomPhance and allows construction to commence, Before occupancy, a Certificate df~Upancy mu~ be issued,
'-.., City Planner . Dale Spec:i~ Conditions n any
24 Hour notice for all inspections 447-4230 9:00a.m. '10:00 am,
. \.
Fronl
Back
Side
PROPOSED GRADE FOUNDATION
IN RELATION TO CURB OR CROWN
OF STREET
USE OF BUILDING
OFF STREET PARKING
SPACES REa,
SPACES ON PLAN
PERMIT VALUATION
TYPE OF CONSTRUCTION: I II III IV V
City:
Occupancy Group A BEl H R M
DivIsion 1 2 3 4
Permit Fee ................................... $ ,?,/::! ! -.- C
/
(
{, ."'-'
--
"'- ! {..
...-.1"'-
_V,'l'
" t-
f'
Plan Checking Fee ......................... $ ~~."t_ ,.' """".~:,'- _i~
S S h $ '7" 7 - .c.-~
tate urc arge ................,............
Penalty ....................................... $
Septic System ....................,.......... $
Other .................................,....... $
Check if
Deferred
fl..! t," .
"'~"'~
Subtotal~.....................,...... $ :;"7 -. -'i, -.:....\_~'
/ '-
,r::-- '
This ApIiCati~ Your Building Permit w~ APP:~~ed;, J
By _ /_~... ~" Date _-/', 7.-
...... --
Certificate of Occupancy
Side
MATERIAL FILED WITH APPUCATlON
SOIL TESTS 0 ENERGY DATA 0
PILING LOGS 0 PERCOLATION TESTS 0
PLANS & SPECS 0 SETS
SURVEY
o COPIES
PLOT PLAN 0
"/),', ",\
~} - .-" ----".
t.~jJ-- \ ' -.? _
...4 ';-..-,......... .-............
Amount Brought Forward .. .. .. .... ..... ... $
Park Support F~ .....................,..... $
SAC ...........::'.r:.::-.:,:..f.-;-;-.............. $
Collective Street Fee (~..""...:.~:::::;...... $,
Sewer Tap ........................,..,....... $
License Check Fee ............,............ $
Pressure Reducer .......................... $
Meter Horn ,...................,.......:;~.... $
Z. / ,~,.""\ ,...if"..,
wf)ei~elf!t:.r 'f;.'~~" c~;.; =-~ ,0..:.:.,......... $
o ~;er & waterionnection Fee ..........' $
o WaterTowerI:e<:....~...?-...:;.;:;:?........ $
Water Tap .f!:'!;...9.f:!.f'l...,............ $
Builder's Dw-...1J'P.J1~17~........., $
. 01 .~.:/
,...__....'....a........... $
-..' ............
-So c.... . --- ,::-
~
J / /_
,... ',-
Othel
'\ (
f/t/:-il!
\.t
7f
,
..
.ECTIONS
sPACES NUMBERED 1 THRU 17 MUST BE FILLED IN
BEFORE PERMIT IS ISSUED (Please Print or Type and sign at bottom)
2, SITE ADDRESS
/7~'I~
3, LEGAL DESCRIPTION
LOT..1- BLOCK ~ PID ;)..'[.-.3:.\ "C. - ~~\ - C\
ADDITION (" \t....~-_.f,r")~..e-~\'IC.;::.~r_~ ? ,'"' ~ A- ~~
4. OWNER (Name) (Address) (Tel, No,) '+"4 -, - II l. '3;.0
C IT /0 ~ 1> JL l<:>l- l A\'-c /1., 20... C 4- ...,~c."..;::;:c- t"I JC' ~
5, ARCHITECT (Name) (Address) (Tel, No,) 33' . '7>"-6
F:>~c:..v i;El..fJ~5) 1 Q<" -:z, ~ Sr. '). M ~ MN ~
6, BUILDER (Name) (Address) (Tel. No.) 5"-" - , ~"7!>
t::x./Io/\J Co;t::? / z.c-& (.. fI ~ 7 C:;-S- P6."",V1"..l1"-O+ ""..::::r~'r-l~\ \,,~.\
7. TYPE OF WORK Fireplace 0 Septic 0 Heating 0 Plumbing 0 Reroofing 0 Porch 0
New construction)( Alterations 0 Addition 0 Finish Attic 0 Residing 0 Finish Basement 0
Chimney 0 Misc,
-, 8, PROPERTY AREA OR ACRES
Sq, Ft.
, '
)
.
,<4
(
File
City
Applicant
CITY OF PRIOR LAKE
BUILDING PERMIT,
I' ,
TEMPORA~Y.CER1:IFICATE OF ZONING COMPLIANCE
, " AND tJTILI;rv'CONNECTION'PERMIT
1. White
2. Pink
3, Yellow
q ~- 1-1 ~ 1...
"",:':.c:--..'.
Permit No.
A J ~\M t:-,,\
1, DATE
lo!?!,)
BUILDING INFORMATION
11, SIZE OF STRUCTURE
(Height) (Width) (Depth)
f'-....j,
12. NO. OF STORIES
(
13, TYPE OF CONSTRUCTION
c;utyc-( 'S /~c C
14, FLOOR AREA APPORTIONMENT USE
9. PROPERTY DIMENSIONS
Width Depth
10. CULVERT SIZE
15, NUMBER OF OCCUPANTS OR SEATS
OCCUPANTS
SEATS
16, ESTIMATED VALUE
Z, <;,e z (: c- /
17. COMPLETION DATE
- Yes
No
I hereby certify that I }'lave fumished information on this application which is to the best of my knowledge true and correct. I also certify that I am the owner or authorized agent for
the abovementioned property and that all construction will conform to all existing state and local laws and will proceed in accordance with submitted plans. I am aware that the
building official can r ke thi~ for just cause. Furthermore, I hereby agree that the city official or a designee may enter upon the property to perform needijspections.
i I X ,/ ~ . / /{/ ~ srg~../\ _ Ucense No. / c.oateJ 7 )". '
,~II.," "
SETBACKS: Required
Actual
FOR ADMINISTRATIVE USE
Front
Side
MATERIAL FILED WITH APPLICATION
SOIL TESTS -I- ENERGY DATA
Back
Side
/
';S
OFF STREET PARKING
SPACES REO,
~~.,.. SPACES ON PLAN
PILING LOGS 0 PERCOLATION TESTS 0
PlANS & SPECS-r;! SETS
PROPOSED GRADE FOUNDATION
IN RELATION TO CURB OR CROWN
OF STREET
USE OF BUILDING /0p., ....J-d.\f:.....-...,s~
J
-p
o
COPIES
"
-:-
.....
.:.\'-2.,(.,.1 ~
~
D~~~
SURVEY
PLOT PLAN
PERMIT VALUATION
TYPE OF CONSTRUCTION: 1([)IIIV V
l - ,\ u 1, '\:' ,\ <:... -z, A "'1.
OccupancyGroup A BEl H R M -/"',..,.~ - ,. ""..." -..:. oJ""';:;'
Division 1 2 3 4
Permit Fee ....,......................,....... $
City:
Amount Brought Forward ,................. $
"/ .;:b".. b
Park Support Fee ,,:;.:.......'................... $
SAC ..,.........?';;.....~.~.(.-,......... $
Collective Street Fee -fj!~,~........ $
SewerTap ..,..,..............,..,........... $
License Check Fee ......................... $
Pressure Red~s,r , .. .. .... .. .... .. .. .. ..... $
..' ,fl-1J1"0d
Meter Hom. ,.......I.J?.....f......,....... $
Water Meter .. '/'."~-;:;:;":;'" C" .... .... $
Sewer & Water G6nnection Fee ........... $
'/ ~~"., (
Water Tower Fee ,....,........."............ $
f'7,o~,=~<qc:
--4- ."'C:'..... ^, ,~'I--
S (-,.....<:::"..~~
2~ lJ C'-6 , """
,
0, Cyr;,:J s:.
C-:. 2- c, C- / I
1 (',\ ~ :s,. Oa
Plan Checking Fee ......................,.. $
State Surcharge ............................. $
Penalty ....,.........,................,....... $
Septic System ............................... $
Other ..........,.............................. $
SubtotlM ,.............................. $ III 0 C. C-. .. ~ L
I .-
This ~Your Building Permit When APprOVed,'
~ .~ Date /(J-~~-7 s:
Certificate of Occupancy
(.". O~~, "''''
j..( ?~e, f t'l ~
Check if
Deferred
o
o
Water Tap ....,...........,..........,....... $
Builder's Deposit ............................ $
Other ......,........,......................... $
'<"': -7 r I '-"(
Total Due .........................,.... $~I <::::.-\c::>l..-. (~
paid'..3 q l-!t) l, (J I. Receipt No. .L ft, r '/'1
'u'i~,.;" n Date /6/t, jf/L By /1-f.Jp.t:
.,IS is, to certify~hatth8, r ~wow..Jn the above apPlication. a.nd accompanying, documents is in accordance with the City Zoning Ordinance and m,ay proceed as.Jequested, This document when
sigfYld. By the City PI constitutes a temporary Certificate of Zoni~ compliance and allows construction to commence, Before occupancy, :!l, Certificate 01 Occupancy must be issued,
/fAL ~ /0.,-~:-/~ ';
Ci~ Date Special Conditions ~ ~~y
f
IT
24 Hour notice for all inspections 447.42309:00 a.m. . 10:00 a.m.
tJ' ;; - 1./ f/ "'"
, ,
'__'"""'o~_"_~"."'.,~_'_.~_._~.___.~~_"
II' '111
).;f.ke
~Aadr'!~"~:!;'::i;': .
(Address)
~e!::J\I?I'
14. FLOOR AREA APPORTIONMENT USE
(Tel. No,)
"t""'C"{Tel. No.)
1'18~-g",o
~iAddress)
/:1. 3 Co ).1I1"1!JXA C 1:
(2;(IIU:A, n7/C1 5>311 AI..
::J Septic 0 Deck 0
Addition 0 Finish Attic 0
15. NUMBER OF OCCUPANTS OR SEATS
OCCUPANTS
Re-roofing 0 Porch 0
Re-siding 0 Finish Basement 0
SEATS
'~::l6.PROJECT COSTNALUE
I J " {po I 3.:JU
17, COMPLETION DATE
9. PROPERTY DIMENSIONS
Width Depth
1 O. CULVERT SIZE
Yes No
lation on this application which is to the best of my knowledge true and correct. I also certify that I am the owner or authorized agent for
construction will conform to all existing state and local laws and will proceed in accordance with submitted plans, I am aware that the
st cause. Furthermore, I hereby agree that the city official or a designee may enter upon the property to perform needed inspections.
~ '-~/-?~
-v'.Ucense No, '~l!~e)~''',~
FOR ADMINISTRATIVE USE
OFF STREET PARKING
SPACES REO.
SPACES ON PLAN
PERMIT V ALUA TION I, , ~O 10C:x:'> . 0 ("')
Meter Hom ..... ...... .... .............. ...... $
Water Meter ................... .............. $
I~OOlto,(
Sewer & Water Connectlon Fee ........... $
Water Tower Fee 7~X.i............... $
Water Tap ................................... $
Builder's Deposit ............................ $
Other ......................................... $
Total Due .............................. $ I '7-, eM. 0t:J
I ::/fVJ~~O ~""'"' '!j~~.
Ion and a"""" ,..,anying documents is in accordance with the City Zoning Ordinance and may proceed as (1 ested. This document when
ertfficate 0 oning co liance and allows construction to commence. Before occupancy, a Certificate of ~pancy must be issued,
Back
Side
V
R S U C~
~ __. r 4)J'\eb SPrC
4Lc.... .~WA\~ U~\~;
~: C}I;'~. rrJAJ "'\If!)
~IU4.00
Vh1~ ~~tn.S
to I'
~\~I
!I'M~~ ~ ~I
\'I i-tbl.f';. / ~'tt
~~ & t,.A(W' -r
f~~ ~.
rhffl-'
24 hour notice for all inspections 447-9850
Side
MATERIAL FILED WITH APPLICATION
SOIL TESTS CJ ENERGY DATA CJ
PILING LOGS 0 PERCOLATION TESTS CJ
PLANS & SPECS 0 SETS
SURVEY
PLOT PLAN
o COPIES
o
Amount Brought Forward .................. $
Park Support Fee aSO'x~.......W~\~fP
SAC .I~)C~............................. $
Collective Street Fee ....................... $
Sewer Tap ................................... $
$
-&l~e.~...
t.I. J ft~ . nO
Pressure Reducer .......................... $
~ . CiO
~,etO .t"IO
Special Condnions ff any
q f ~ I 0 tf~
BTR9817
April 07, 1999
FREDERICK BENTZ I MILO THOMPSON I ROBERT RIETOW, INC.
Architects
2600 Foshay Tower
Minneapolis, Minnesota 55402
ADDENDUM NO.1 of the
Plans and Specifications
for the construction of
LAKE FRONT PARK PAVILION
Prior Lake, Minnesota
for
CITY OF PRIOR LAKE
Commission Number: 98-17
This Addendum is added to and shall become part of the bidding documents, dated March 22, 1999.
Bidders shall acknowledge receipt of this Addendum in their bids.
THIS ADDENDUM REVISES THE BID OPENING DATE.
II III
BTR9817
CHANGES TO THE SPECIFICATIONS
. CHANGES TO SECTION 00020 -INVITATION TO BID
1. 1 ST paragraph: delete "13th of April" and substitute:
20th of April
. CHANGES TO SECTION 00100 - INSTRUCTIONS TO BIDDERS
1, Sub-section 1.01A: delete "April 13," and substitute:
April 20,
. ADD THE ATTACHED SECTION 00500 - SUPPLEMENTAL CONDITIONS
. CHANGES TO SECTION 03300 - CAST -IN-PLACE CONCRETE
1, Add attached pages 2 and 3.
. CHANGES TO SECTION 06100 - ROUGH CARPENTRY
1, Sub-section 3,01 C: add the following:
Provide fire-blocking to block concealed horizontal and vertical draft openings in walls, floor,
ceiling and roof assemblies; between floors; interconnections between vertical and horizontal
assemblies; penetrations between floors and walls and ceiling; and at chimney chase.
. CHANGES TO SECTION 06170 - PREFABRICATED STRUCTURAL WOOD AND TRUSSES
2, Sub-section 2.02,3,g: Delete "Level 2" and substitute:
Level 1
. CHANGES TO SECTION 08500 - METAL CLAD WOOD WINDOWS, DOORS AND SKYLIGHTS
1. Delete Section 2,05 - Skylights in its entirety and add:
2.05 SKYLIGHTS
A. Fixed units by Velux - Type FS (or approved equal) as sized in the drawings.
B. Selected quality wood, unpainted, temporarily treated for mold and mildew. All
exterior surfaces shall be clad with a maintenance-free lacquered aluminum cap
flashing,
C. All aluminum claddings and flashings shall have a maintenance-free Kynar 500
polyvinylidene fluoride resin. Custom color is white.
Ii I~
BTR9817
;(/'\
D. Unit shall be pre-glazed with a dual-sealed insulating' laminated as-filled Low-E)
glass unit, gas-filled high performance having a U-valu and an R-value of
2.70. Overall glass unit measures 5/S" thick.
E. Model FS - air infiltration value of .15 CFM/sq. ft. @ 1.57 PSF (25 MPH).
F. Pre-fabricated roof flashings made of 22-guage maintenance-free lacquered
aluminum in same color as cap flashing.
. CHANGES TO SECTION 09900 - PAINTING
1, Section 3,04A Item 3: Delete "Pratt & Lambert, Glidden" and substitute:
ICI
2, Section 3.048, Item 8: Add the following:
1 coat
Ultrahide Gripper 3210
CHANGES TO THE DRAWINGS
. Sheet A2.1 - Door Schedule
1, Doors 106 and 107: delete 6'-10-3/4" for door height and substitute:
6'-S"
. Sheet A3.1
1, Detail 5/A3,1: Delete reference to '5/S" plywood draft stop' at south (right side) of detail. Only one
draft stop is required.
. Sheet A4.1
1, Detail A4.1: At rooms 106 and 107, add dimension of 1'-6" to centerline of toilet from face of wall at
handicapped stalls,
. Sheet A9.1
1. Details 4/A9, 1 and 7/A9.1: Delete 1" rigid insulation beneath the concrete slab.
2. Detail 4/A9.1: Delete reference in the top note to "w/in-floor radiant heating system"
. Drawing S1: The note to the left of the plan notes in the box should read: "Refer to Arch dwgs and site
plan for limits of exterior Davina"
The dimension shown from the inside of the building wall to the inside edge of the vestibule wall should
read 2'- 41/4", not 2'-41/8".
Footing elevations are shown referenced to the slab on grade elevation of 100'-0", Mechanical drawings
reference the underground utilities to a site elevation. Verify the underground invert elevations to a
common datum elevation. Drop footings as necessary to allow utilities to pass over the footings, Step
footings as necessary as indicated by detaiI1/S4.
.
i If
BTR9817
. Drawing S3: The drawing notes were improperly printed, Refer to drawing S2 for the complete drawing
notes.
The porch roof framing on the right-hand side of the building was improperly printed. Refer to the
enclosed partial plan S3.1 for a clear copy of the porch roof framing. Note: This framing is a mirror image
of the porch roof framing on the left hand side of the building.
. Drawing E1:
1. Type "C" light fixture: revise the lamps to (2) 40W PL-L and the Visa fixture to CB5066,
2. Type "D" light fixture: revise the lamps to (2) 40W PL-L and the Visa fixture to CB5064.
3, Add the following fixture manufacturers to the fixture schedule:
Type "A": Selux, Advent
Type "B": Metalux, H,E. Williams
Type "C": Selux
Type "D": Selux
Type "E": Sure Lites
. Drawing E2:
1. Revise the quantity of Type "C", "D" and "G" light fixtures, See the attached sketch.
APPROVED PRODUCTS
. SECTION 04200: THRU-WALL FLASHING
CCW-705TWF self-adhering thru-wall flashing by Carlisle
. SECTION 07300: PERIMETER UNDERLAYMENT
CCW-707 self-adhering roofing underlayment by Carlisle
. SECTION 07120: SHEET MEMBRANE WATERPROOFING
CCW-701 sheet membrane waterproofing system by Carlisle
END OF ADDENDUM
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MATTSON/MACDONALD INC, ProJect
STRUCTURAL ENGINEERS LAKEFRONT PARK PAVILION
1516 I^l. LAKE 5, r<= I
MINNEAPOl..15, MINNESOTA 5540b
(61:2)b21-ib.25
PARTIAL PORCH ROOF FRAMING
.
Do. te 3/25/GlGl
Dro. wn DLH
by
Sheet
83.1
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U<PB Eng ineers
'lo,
651 633 1355 P.03/06
~-08-1999 09:25
~~,0
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Sheet No.:
Drawn: AMG
LAKEFRONT PARK
PAVILION
PRIOR LAKE ,MN
/<T::JS
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[U'rf1()i6t; iI'UDJt I'DMN I ~ .oM:
CrmlrlltKlp 4'/1~
,.... . ~"" OJ . ..... >>I
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ER-1
Dote: 4/6/99
Scale: 3/32"-1'-0'
-
.
Ii Iii
BTR9630
1, Footings: 1-112"
2. Fill for masonry: 3/8"
3. All other concrete: 3/4"
D. Concrete sealer: Where scheduled, shall conform to Federal Specification TT-C-800(1),
Sealtight VoComp - 25 by WR Meadows.
E. Water: Clean, potable and free of deleterious amounts of acids, alkalis and organic materials,
F. Air entraining admixture: ASTM C260, Euclid Air-Mix or Protex Industries Protex Entraining
Solution,
G. Water reducing admixture: ASTM C494, Type A and free of added lignin and chloride; Euclid
WR-75, Master Builders Pozzolith 200~N or Protex Industries POA 25 XL
H. Non-shrink grout: Euclid Euco N-S Grout, Master Builders Masterflow 713 Grout, Sonneborn
Sono-Grout, L&M Ouragrout, or U,S. Grout Company Five Star Grout.
I. Curing materials: Waterproof paper and polyethylene film, ASTM C171.
J, Expansion and isolation joint filler: ASTM 01751; Homasote Homex 300.
K, Joint sealer: For use with expansion joint filler shall be one-part self-leveling cold applied
polyurethane sealer conforming to Fed, Spec. TT-S-00230C, Type 1, Class A, Vulkem 45 or
Sonolastic SL 1. Use a polyethylene tape bond breaker,
L Fly Ash: Substitution of fly ash for Portland Cement shall not exceed 25% by weight of cement
for grade beam and 20% by weight for other concrete,
2.02 CONCRETE QUALITY
A Strength: Minimum compressive strength, at 28 days as follows:
1. Concrete footings: 3,000 psi.
2. Concrete exposed to weather (including sidewalks & curbs): 4,000 psi.
3. Concrete grout reinforced masonry walls: 3,000 psi
4, Concrete slab on grade: 3,500 psi.
B, Slump: (maximum, unless noted otherwise)
1. Slabs-on-grade: 2" to 3"
2. Footings and all other structural concrete: 3" to 4"
3. Concrete grout fill for masonry bond beams, lintels and reinforced masonry walls: 8" to 10"
4. Tolerance of no more than 1/2" above indicated slump will be allowed for individual batches
without prior approval. Where field conditions or workability considerations dictate higher
slump, this pre-arranged increase in slump shall be obtained by use of super plasticizer,
only. Concrete shall arrive at the job site within slump specified above, be verified, and
super plasticizer then added to increase slump to levels indicated on approved mix designs
with the super plasticizer.
03300 - 2
.
~ IT
BTR9817
C. Maximum water cement ratio:
1. Exposed to weather: 0.45
2. All other concrete: 0.50
D. Entrained air: Concrete exposed to the weather shall be air-entrained, Proportions of entrained
air, as determined by ACI 318 shall be 6% (plus or minus 1.0%) by volume for all concrete,
E. Admixtures: A water reducing admixture may be used to reduce the unit water content of the
concrete, No other admixtures shall be used (except all air-entraining), unless prior approval by
the Architect / Engineer,
F. Workability: Such that the concrete will fill the forms without voids or honeycombs and
completely embed and bond to the reinforcing without permitting materials to separate or
excess water to collect on the surface. Concrete grout for filling existing masonry cavities shall
be fine grout.
G. Concrete mix: All concrete shall be Ready-Mix concrete, mixed and delivered in accordance
with ASTM C94.
PART 3 EXECUTION
3.01 JOINTS
A. Control joints at concrete slab: Use control inserts, or saw joints to leave a 1/8" wide gap 1/4
the slab thickness. Spacing shown on drawings coordinate exact location with Architect.
B. Isolation joints at concrete slab: Provide isolation joints where slab abuts columns and
elsewhere indicated on the drawings. Form isolation joints with 15 pound asphalt saturated felt
or kraft paper.
C, Construction joints for structural concrete work shall be located and constructed so as to least
impair the strength of the structure. Joints shall be perpendicular to the main reinforcing,
3.02 PREPARATION PROVISIONS
A. Prior to placement of concrete, this Contractor shall be responsible for the examination and
acceptance of all conditions affecting the proper installation of his work and shall not proceed
until all unsatisfactory conditions have been corrected.
B, Sufficient transporting equipment, clean and in good working order, shall be on hand before
work is begun. Thoroughly clean forms before placing concrete. Dampen masonry and porous
earth to be in contact with the concrete. Place no concrete under water.
C. Place no concrete until all reinforcing steel for the pour is in its proper location. Locate all
conduit sleeves and accessories prior to pour. All structural reinforcing placements shall be
reviewed by the Engineer prior to concrete placement.
D. At horizontal construction joints where new concrete are to be placed against concrete that has
set, clean the existing surfaces. Thoroughly wet the existing surfaces and slush with a neat
cement slurry immediately before placing new concrete. Where new concrete is cast against
existing concrete, treat as above and remove all existing coatings, waterproofing, etc., down to
sound concrete on 100% of the surface to be cast against. Roughen same area to 1/4" tooth
average throughout a 1" x 1" area, and place re-emulsifiable bonding agent. Roughening of
existing concrete is only required on vertical surfaces to be cast against.
03300 - 3
.
Date Received
J'
-d."J-G, ~ Date Reviewed
PERMIT REQUIREMENT
Date:
Request:
Date:
Request:
Date:
Request:
Date:
Request:
Date:
Reply:
Date:
Reply:
Date:
Reply:
Date:
Reply:
Building/Planning/Engineering
Permit CompleteD
PERMREQU.DOC
Permit # ".
REPLY DATE
Accept D
Decline 0
Accept 0
Decline D
Accept 0
Decline 0
Accept 0
Decline D
Permit Issued D
.' T
I.
Memorandum
DATE: April 20, 1999
TO: Jenni Tovar
FROM: Robert D. Hutchins fLi) ~
RE: Lakefront Park Pavilion Building 15790 Ridgemont
Ave. P.I.D.25-902-001-0
C.C.: Al Friedges Parks Supervisor
Following are the results ofthe plan review for the Lakefront Park Pavilion Building. Bruce
Cornwall the architect, has sent a memorandum dated AprilS, 1999 and recieved April 15, 1999
in response to the April 12, 1999 Building Department plan review. Our review was based on the
Minnesota State Building Code (MSBC) which adopted with amendments the 1997 Uniform
Building Code (UBC) with handicap regulations of the Council of American Building Officials
American National Standard (CABOI ANSI). The plumbing review was based on the Minnesota
State Plumbing Code. The comments are numbered as in the April 12, 1999 plan review letter.
1. Provide the Illumination Budget Calculation Summary, MN Energy Code Part
7670.080. The form was provided with no data.
3. At framing inspection, provide Engineered roof truss drawings.
4. Provide a Building Code analysis indicating the occupant load of the building.
5. Post occupant load sign in room 101. UBC 1007.2.6. Owner will be responsible.
12. Detail 41 A4.1: dimension vertical grab bar MSBC 1340.1260
13. How does 12" turbine vent in fireplace chase penetrate attic draftstop? UBC 1505.3
Provide attached diagram in AprilS, 1999 memorandum section on Prior Lake Attic
Venting Calculations. Does it indicate locations of the 30 8" dia. fascia vents?
14. Provide attic access to attic space above room 101. UBC 1505.1
15. Provide exit signs at exit doors in room 101. UBC 1003.2.8.2.
The following are additional comments:
17. Addendum # 1 Sheet A3.1: Two draftstops are required. The greatest horizontal
dimension between draftstops cannot exceed 60 feet. UBC 708.3.1.2.2
18. Separate HV AC, Plumbing and Electrical permits are required.
I: I~
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FREDERICK BENTZ / MILO THOMPSON / ROBERT RIETOW INC.
2600 FOSHAY TOWER. MINNEAPOLIS, MINNESOTA. 55402
MEMORANDUM
TO:
DATE:
FROM:
Bob Hutchins
April 5, 1999
R. Bruce Cornwall, AlA
SUBJECT: Lakefront Park, Prior Lake, MN
Project No. 98-17
The following is a response to a list of questions and requirements requested by B.
Hutchins (City of Prior Lake Building Inspector) regarding the project:
The PSL's at the porch are indicated to be "wolmanized" in the structural notes. The
. service level shall be Type 1- see Addendum No, 1.
The glass in the skylights has been changed to laminated- see Addendum No, 1,
See attached for attic ventilation requirement 'calculations
The draft stop has been eliminated on one side, and adjusted in location to
accommodate the attic ventilation requirements- see Addendum No, 1,
See attached for snow load calculations
The Owner shall provide the signage for the building- Le. occupancy etc.
See attached for drinking fountain mounting dimensions
See attached for the cut sheet on the toilet- clearance has been verified at 4'-0"+
The dimension to the centerline of the toilet has been clarified- see Addendum No.1,
See attached for SAC calculations
See attached for the final code review
See attached for the light calculations
See attached for the energy envelope calculations
See attached for mechanical ventilation calculations
C.C.
P. Hokeness, A. Freiges, R. Rustad, J. Clark, J. Schoenbauer, D. Macdonald
W' W
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,MCDONALD INC.
PHONE NO.
612 827+0805
Apr. 05 1999 10:5iAM Pi
MATTSONIMACDONALD INC.
STRUCTURAL ENGINEERS
1516 WEST LAKE STREET #301
MINNEAPOLIS MN 55408
(612) 827-7825 FAX (612) 827-0805
MEMORANDUM
Date:
April 05, 1999
To:
Attn:
From:
Bentz Thompson Rietow, Inc.
Bruce Cornwall
David Macdonald
Project:
P~j No:
SUbject:
Lakefront Pavilion, Prior Lake MN
99014
Structural Design
Bruce:
In response to your memo of 3130/99 ( have the following comments;.
The roof framing was designed for snow drifting in accordance with Chapter 1365 of the Minnesota
State Building Code. A copy of the load summary L-1 is attached that Illustrates the loads used for
design,
The structural notes and the specifications indicate that the PSL members used in the construction of
the porch roof framing shall be pressure treated. This should be clarified by addendum so that it is
not overlooked by the bidders. Please note that the structural notes indicate service level 1
wolmanizing, while the specifications indicate service level 2. Service level 1 will be adequate. The
design stresses for all PSL members were reduced to account for the possibility of pressure treating.
If you have any questions, please do not hesitate to contad me.
Sincerely,
Mattson/Macdonald, Inc.
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Installation - Dual fountains are mounted on a
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Color - Stainless Steel polished to satin finish,
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Number Height Length Width Length Width all Length Width Wall
EDFP-117-C 117112 35 112 14 Dia, 18 18 112 14 Dia. 14112 15
EDFP-117-BC 1171/2 35 1/2 14 Dia. 18 18112 14 Dia, 14112 15---
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EDFP-114-C
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SINGLE-lEVEL WHEelCHAIR ACCESS
DRINKING FOUNTAINS
Wall mounted, fully exposed fountain is easy
to operate.
Standard Features
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parts.
" Provides easy access for use by a physically
handicapped person.
Installation - Stainless steel fountain
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Color - Available in Stainless Steel polished
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Same as single-level wheelchair drinking ,_ I -- 11':'-
fountain (above) but includes attractive 1"'Yo -':'-4a I r-'--
protective wall plate. ~ .l..~ I' __
-_ : : - '- -.1"_u -
Standard Features .::;:. ' :::J ) ". -=---.., ._11-., 1
" Wat~r system ~ of lead-containing brass parts. I ~ L=:~':.-1 t ~a~:::""_
" Flexl-Guard safety bubbler. I: ;":.' - :::-:.-=- ~ 1 ..----
· Contoured basins to minimize splashing. r.: IiJ ~ /r -- 0
" Vandal-resistant self-closing front pushbar -c....... \:: -. ~1I /['
with raised letters to aid visually impaired. / =- "'.. ::;,':"J::' ::"..:'::'.':"
" All conform to ANSI standards and meet all -=-~ ~-..:-:' ~_
known sanitary codes. ]:-
Color - Available in Stainless Steel polished .___ -
to a satin finish, high shine outer edge. -"""" _....,
8ronzetone (at additional cost). ..;:o:==-
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Model Wall Plate Fountain
Number Height Length Width Length Width
~ EDFPW-114-C 12 12 5/8 14 Dia. 18
EDFPW-114-BC 12 12 5/8 14 Dia. 18
Prolj"cts from Bubbler Color Ship.. Wt.
all Control Option [bs,
18 5/8 Pushbar Stainless 26.5
, 8 5/8 Pushbar Bronzetone 26.5
~ ~ ~ -- ~
....., - .........
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. ADA compliant only when installed in a recess or with right and left wing walls,
-........ -- -- ......-...
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"cOUS CHINA
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Kingston Ute Toilet with Lustra seat (K-4570-C) in White.
VITREOUS CHINA
~
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lITpM TOILET
~
.~o.. . . Part of Kingston Ensemble which includes
, -* Kingston Lavatory and Kingston Urinal.
'61:"
-' :l1W:'- "-1<-433,0 Kin5l,ston Lite Toilet. vitreous
g" I! cmna, 1.:> gallon tiusn. clongated bowl
2'i" ' -,' : :261\' oesign, siphon jet flushing, 2~", (57 mm)
. ~d~' - - 'j- i i passageway, 1 W (38 mm) top spud,
7W :':/I'3l:- IMPORTANT-Kingston Lite Toilet requires
_I, 'oJ a supporting carrier. Follow carrier
s': b.-/ I manufacturer's installation instructions,
Kingston Ute Toilet is designed to flush with
1.5 gallons of water when installed with a
1.5 gallon flush valve, Refer to manufacturer's
instructions and local codes for approved
flush valve installation and requirements.
Note-For integral bedpan lugs,
add suffix "t.:'
Recommended Seats
K-4670-C Lustra'" solid plastic seat
(K-4671-C Black Black"') with open front
and check hinge.
For complete color selection, see Colors section.
'C.........----F1c:sAU.
-1:-.:- 1W SPUO
'___I~\ "'''.'JI,~''
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NORTHLlNE™
20%' WATER-GUA OILET
"', \, : ,! · Meets' . d CSA accessibility
3t>>I. i. \ ! ) / /" ,.-_ore 1&~:ine Water-Guard Toilet,
[ ..... I -1 // vitreot!s china, 3.5 gallon flush. Close-coupled
1-"t>.... ......---- - elongated bowl design, 16Ys" (409 mm) high
V I' ./ tJowl, siphon jet flushing.
12%' i,......--I / . xBOWl/tank combination includes K-4261 _
. ~ elongated bowl, K-4519 vitreous china tank,
"'yJ I 30653 float valve with vacuum breaker,
30649 flush valve, K-4558 tank cover and
" K-9404 chrome-plated trip lever and 52048
""- bolt caps.
Recommended Seats and Supply
K-4652 Lustra solid plastic seat with
~ _ closed'fi:ont
'1'/1' ~'-~~.~-~,-'l_'':'-Io-'~-~-~i-f-~ IS'"~ K-4670~C. Lustra solid plastic seat
.. -.- 4671-C Black Black) with open front
a ck hinge,
K~76 "ngle-sl.lpply with stop.
IMPORTA uliner* Tank Uner
...... Available. Add suffix "U" to product, number.
12" ,",- ~ OF 0U'I1.ET
For complete color selection, see Colors section.
r
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16-28b
",
HIGHCREST™
WATER-GUARD T
/'
'/. Meets AN.
/~ requ;
1,/ Highcrest Water-Guard Toilet,
_ / _eous china, 3.5 gallon flush, Elongated
--" /"..... ........---bOwl design, 16W (409 mm) high, siphon jet
./ ~ flushing, 2W (57 mm) passageway,
_..., 1 W (38 mm) top spud, and 52048 bolt
caps. Minimum roughing-in is 10" (254 mm),
IMPORTANT-Highcrest Water-Guard Toilet
. '. is designed to flush with 3.5 gallons of water
, when installed with a 3.5 gallon flush valve.
Refer to manufacturer's instructions and
ocaf codes for approved flush valve
tion and requirements,
Note- . egral bedpan lugs,
", add suffix"
, Recommended
.K-4670~C Lustra soli 'c seat
(K-4671-C Black Black) with
and check hinge.
For complete color selection, see Colors section.
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..A Metropolitan Council
~ Working for the Region, Planning for the Future
Environmental Services
April 8, 1999
Robert D. Hutchins
Building Official
City of Prior Lake
16200 Eagle Creek Ave.
Prior Lake, MN 55372-1714
Dear Mr. Hutchins:
. The Metropolitan Council Environmental Services Division has determined SAC for the
Lake Front Park Pavilion to be located within the City of Prior Lake.
This project should be charged 2 SAC Units, as determined below.
SAC Units
Charges:
Fixture Units
33 f.u. @ 17 f.u.lSAC Unit
1.94 or 2
If you have any questions, call me at 602-1113.
Sin~ J,.~
,Jodi L. Edwards
Staff Specialist
Municipal Services Section
JLE: (302)
990408S8
cc: S. Selby, MCES
<;, Bruce Cornwall, Bentz Thompson Rie~Q'!Y.. I~c.
'-_..;-..~; ,:-:0:1::
230 East Fifth Street SL Paul. Minnesota 55101-1626 (651) 602-1005 Fax 602-1183 TDD/TIY 229-3760
An Equal opportunuy Employe'
.
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FREDERICK BENTZ / MILO THOMPSON / ROBERT RIETOW INC.
2600 FOSHAY TOWER · MINNEAPOLIS, MINNESOTA · 55402
MEMORANDUM
DATE: March 31, 1999
FROM: R Bruce Cornwall, AlA
SUBJECT: Lakeside Pavilion at Prior Lake
Commission No.: 98-17
FINAL CODE REVIEW
The following is the final Code Review summary:
Project Data
. Date of Review:-Ma-rch 3f.-199S---H
. Project Description: One story park pavilion
. User: City of Prior Lake
. Contact: Paul Hokeness @ 612-447-4230
. Location: Prior Lake, Minnesota
. Floor Area: 2,320 GSF (not including covered porch)
. Building Height: 31';.0. to ridge (not including chimney)
. Zoning District: (See attached comments from Jenni Tovar)
. Fire District: (There are no fire districts)
Applicable Codes
. UBC, 1994 edt.
. MN State Code, 1995 edt.
Agency Contacts
. Bob Hutchinson, Building Inspector
. Jenni Tovar, Zoning
Occupancy - Chapter 3
. Group A3 - New Construction
· No occupancy separations are required
Special Use - Chapter 4
. No special uses
Building Limitations - Chapter 5
· Building Type: Type V - N
..
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I
FREDt::RICK BENTZ / MILO THOMPS-,N / ROBERT RIETOW INC.
· Fire Resistance ratings of walls:
Ratings of Exterior Walls
A3
Bearina
2 hours < 5'-0"
1 hour < 20'-0"
NR elsewhere
Non-bearina
2 hours < 5'-0"
1 hour < 20'-0"
NR elsewhere
Ooeninas
Not allowed < 5'.0"
Protected < 10'-0"
. Maximum Allowable Floor Area:
Floor Area: A3
Proposal (not including porch) 2,320
Basic Allowable Area 6,000
Separation on four sides; add 6.000
Sub total 12,000
. Maximum Height 1 story
. No parapets required
Type of Construction - Chapter 6
. Type V - N
. Structure per Chapter 22 (wood framing)
. Fire Resistive Requirements:
Walls: See above and Table SA
Bearing walls - exterior and interior: N
Non-bearing walls - exterior. N
Structural frame: N
Permanent partitions: N
Shaft enclosures: 1 hour
Floors and floor/ceiling assemblies: N
Roofs and roof/ceiling assemblies: N
Stairways: NR
Openings: See above and Table 5A
Fire Resistant Materials - Chapter 7
. See table 7-6
.
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I,
FREDeRICK BENTZ / MILO THOMPS,-,,\! / ROBERT RIETOW INC.
· Fire blocks and draft stops - Section 708 (one attic draft stop will be installed)
Interior Finish Requirements - Chapter 8
. As required
Fire Protection Systems - chapter 9
. Building will not besprinklered per Minnesota State Code 1306 Subpart 3, No.4
Means of Egress - Chapter 10
. See attached
Accessibility - Chapter 11
. (not addressed in this review - Minnesota Building Code compliance)
Interior Environments - Chapter 12
. Ventilation - natural and mechanical (15 cfm per occupant)
. Lighting - natural and artificial
Energy Conservation - Chapter 13
. Minnesota Energy Code- lighting and h~at loss calculations are attached
Exterior Wall Coverings - Chapter 14
. Plywood siding and battens
Roofs - Chapter 15
. Attic access will be required
. Ventilation per 1505.3 (see attached)
. Type C roofing class
Glass and Glazing - Chapter 24
. Safety glazing requirements
. Sloped glazing ( laminated)
Miscellaneous
. Drinking fountain must be provided
. See attached for toilet fixture count calculations
. SAC charges will be determined by:
Jodi Edwards
Metro Waste Commission
651-602-1113
(Drawings have been sent to the attention of J. Edwards for her review)
. Protection of roof rafters at the porch may be required
.
16
t I
FREDt:RICK BENTZ / MILO THOMPSG,.J / ROBERT RIETOW INC.
Zoning (per conversation with Jenni Tovar)
Note: these items relate to the sitework portion of the work)
. Turning radius for the fire trucks must be accounted for in all of the parking lots
. A fire truck must be able to park within 100 feet of the building
. Site lighting must be reviewed by the city
. A fire hydrant shall be required near the building
. Islands must be provided in the parking lots per Prior Lake requirements
. Handicapped parking must be indicated on site plan
. There were no specific building related issues
cc:
D. MacDonald
P. Potvin
P. Hokeness
J. Schoenbauer
- B. Hutchinson
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AllmtJed Wat ts
Actual Wattf?
Complies (Y IN) I
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EXTERIOR [lIGHTING POWER ALLOWANCE
Automatically controlled by a timer or photocell
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10
In
Allowed Watts
Actual Watts ,Complies (Y/N)
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section 4: COMPLIANCE STATEMENT
..
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The proposed lighting design represented in.these documents is consistent with
the building plans, specifications and other calculations submitted with this
permit application. The proposed lighting system has been designed to meet
the requirements of COMcheck-MN.
Principal Lighting Designer-Name
\
Signature
Date
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~ LIGHTING COMPLIANCE CERTIFICATE
n.. COMcheck Software Version 1,1
F
Permit :#
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~ Section 1: PROJECT INFORMATION
Vl
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@ proj ect Information:
Name: Lakefront Park
"'ddress: Prior Lake I MN
Checked by/Date
I
Owner/Agent Information:
Name:
Tel:
~
Document Author Information:
Name:
Tel:
III
~ Date:
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section 2: GENERAL INFORMATION
Area Type: Corridor/Restroom/Su?port
Dining
Kitchen
Storage - Corom/Industrial
Floor Area: 518
Floor Area: 1166
Floor Area: 215
Floor Area: 215
If)
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Project Description: New Construction Addition
- -
Method of Lighting Compliance: Area Category Method
Alteration
-0'1
0'1
~ Section 3: REQUIREMENTS CHECKLIST
Inspection Approved Initial
Date (Y/N)
CONTROLS, SWITCHING, AND WIRING!
Master switch at entry to hotel/motel guest room
'wo control points (or equivalent number) in each
I
~LIMATE-SPECIFIC REQUIREMENTS
-------------------------------------------------------------------------------
Component Name/Description
Cavity Cont. Assembly Budget
Area R-Value R-Value U-Factor U-Factor
ROOF: All-Wood Joist/Truss
WALL: Wood Frame, Any Spacing
WIN: Double/Tint/Meta/SHGC:0.41/PF=0
SKY: Low-E/Tint!Meta/SHGC:0.68
SLAB: Unheated/Uninsulated
3284
2139
609
100
200
30.0
13.0
31.9
19.7
0.017
0.033
0.240
0.320
0.046
0.067
Envelope PASSES: Design 24% better than code
Section 4: COMPLIANCE STATEMENT
The proposed envelope design represented in these documents is consistent with
the building plans, specifications and other calculations submitted with this
permit application. The proposed envelope system has been designed to meet
the COMcheck-MN Version 1.1 requirements.
--
Principal Envelope Designer-Name
n....t~~~
Signature
Date
~ ~ C:;i
Notes:
. .
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1-'':3 16: 50
LKPB Engineers
651 633 1355 P.02/02
, '
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' , ,,' LUNDQUIST, K/~EEN~ POTVIN & BENDER, INC. · . Consulting
x:E1.EBRJJ;TING DlIR 3[JTH JlNNIVERSARY
April 9, 1 ~99
Mr.' Bruce Cornwall
BTR Architects Inc.
2600 Foshay Tower.. .
Minneapolis,. MN 55402
. .
Re: Lakefr~nt Park Pavilion
Ventilation Requirements
#98.213,00
Dear Mr. Cornwall:
,
Engineers
1935 W, C;ounly Rd. B2 '. 6uite 300
Sl, Paul, MN 55113.2722
(651) 633-1223 '. FAX: 633-1355
The following are our calculatiqns for Lakefront P~1rk Pavilion 'for the Building Inspector, The building
. oUtdoor air requirements were based on ,A3: Asse,mblY occupancy type and 60 'people. The
. ventilation of the space will be pro~ided' by' means, of natura) ventilation. Per Uniform Building Code
, Section :1202..2.1. the area of operable windt;lw required for ventilation is, 120 sq. ft, The building was
designed.with 200 sq. ft,'of operable windows. An~~dditional'800 cfn:i of outdoor air isrmechanically
~rought into ~he space for ":lake-up air due to the exhaust ~f the toilet rooms,
Ple~se call 'me with any questions ~$g~rd.ing this proja.ct.. ,
~inC?erely I
LUNDQUIST, KI!--LEEN, FQrVIN ~ ,8ENDE~1 INC.
. ~" -....
-~ ~P--'"
Jeff'A. Clark
JAC/rmo
. ,
MECHANIOAL .. E.LEOT.'RICAL
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TOTAL P.02
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MEMORANDUM
DATE:
1TO:
FROM:
RE:
MONDAY, APRIL 12, 1999
ROBERT D. HUTCHINS
JAY SCHERER
LAKEFRONT PARK PA VILLlON
PRIOR LAKE, MN
1. Provide full size clean outs for underground plumbing per Minnesota State Plumbing
Code rules 4715.1000 and 4715.1020.
2. A full size vent (minimum 3") must terminate 12" above roof per Minnesota State
Plumbing Code rules 4715.2520, sub part 1.
3. Provide full way shut off valves on each side of water meter and install pressure
reducing valve per Minnesota State Plumbing Code rules 4715.1800, sub part 3.
4. Provide specifications on Water Heaters and temperature and pressure relief valve
to be piped to within 18" of floor per Minnesota State Plumbing Code rules 4715.2210,
sub part 4.
5. Atmosphere vacuum breakers required on all wall hydrants per Minnesota State
Plumbing code rules 4715.2250.
6. Disinfection of potable water lines required per Minnesota State Plumbing codes
rules 4715.2250.
7. All materials to comply per Minnesota State Plumbing code rules 4715.0420.
8. Inspections and testing per Minnesota State Plumbing code rules 4715.2800 and
4715.2820.
1620j)y~~ch;reek Ave. S.E., Prior Lake, Minnesota 55372-1714 / Ph. (612) 447-4230 / Fax (612) 447-4245
AN EQUAL OPPORTUNITY EMPLOYER
III II[ I
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Memorandum
DATE:
April 12, 1999
TO:
J enni Tovar
Robert D. Hutchins Q1JX
FROM:
RE:
Lakefront Park Pavilion Building 15790 Ridgemont
Ave. P.I.D.25-902-001-0
Following are the results of the preliminary plan review for the Lakefront Park Pavilion
Building. The Parks Department has applied for a building permit with AI Friedges indicating
they would like to start soon. Our review was based on the Minnesota State Building Code
(MSBC) which adopted with amendments the 1997 Uniform Building Code (UBC) with
handicap regulations of the Council of American Building Officials American National Standard
(CABO/ANSI). The plumbing review was based on the Minnesota State Plumbing Code.
,
~/~1I (D. Provide the Illumination Budget Calculation Summary, MN Energy Code Part
7670.080.
J.. Submit Energy Envelope Calculations.
~ At framing inspection, provide Engineered roof truss drawings.
.4. Provide a Building Code analysis on plans.
~ Post occupant load sign in room 10 1. UBC 1007.2.6.
.Is. Sheet MEl: Ventilation for the building must meet UBC Chapter 12. Provide 15 CFM
'. \ J of ventilation air per occupant.
t'JI.~kt:. Specification Manual Section 08500 Part 2.05D. Provide screen below glass. UBC
f)t\ \#-'- ~11!' 2409.2
~. DetaiI5/A4.1: dimension center line of water closet. CABO/ANSI A4.17.2
..AO. Detail1/A4.1: Provide cutsheet of water closet to maintain front clearance.
CABO/ANSI A4.17.2
'1. Provide detail of drinking fountain. CABO/ANSI A4.15 Fig. B4.15 .2.1
@ DetaiI4/A4.1: dimension vertical grab bar MSBC 1340.1260
13. Provide details and calculations on required attic ventilation. UBC 1505.3
o Provide attic access to attic space above room 101. UBC 1505.1
~Provide exit signs at exit doors in room 101. UBC 1003.2.8.2.
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~ovide snow drift calculations. MSBC 1365.0300 Subp. 2
The following is the Plumbing Code review:
1. Provide full size clean outs for underground plumbing. MSPC 4715.1000 and
4715.1020.
2. A full size vent (minimum 3") must terminate 12" above roof. MSPC 4715.2520, sub
part 1.
3. Provide full way shut off valves on each side of water meter and install pressure
reducing valve. Provide size of water meter MSPC 4715.1800, sub part 3.
4. Provide specifications on Water Heaters and temperature and pressure relief valve to
be piped to within 18" of floor. MSPC 4715.2210, sub part 4.
5. Atmosphere vacuum breakers required on all wall hydrants. MSPC 4715.2250.
6. Disinfection of potable water lines required. MSPC 4715.2250.
7. All materials to comply to MSPC 4715.0420.
8. Inspections and testing per MSPC 4715.2800 and 4715.2820.
This is a preliminary review only. Other code items will be addressed when the final
plans are submitted. The building plans must be reviewed by the Cites Developmental
Review Committee (DRC) which consists of representatives of Planning, Engineering,
Parks, Finance, and Building Departments. The DRC must approve the plans before a
building permits can be issued.
2
I i I"
r ~
FREDERICK BENTZ / MILO THOMPSON / ROBERT RIETOW INC.
2600 FOSHA Y TOWER. MINNEAPOLIS, MINNESOTA . 55402
TO:
DATE:
Bob Hutchins
\' ~~~..b' J,f'.
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MEMORANDUM
April 5, 1999
FROM:
R. Bruce Cornwall, AlA
SUBJECT: Lakefront Park, Prior Lake, MN
Project No. 98-17
The following is a response to a list of questions and requirements requested by B.
Hutchins (City of Prior Lake Building Inspector) regarding the project:
le PSL's at the porch are indicated to be "wolmanized" in the structural notes. The
,ervice level shall be Type 1- see Addendum No, 1.
f/rhe glass in the skylights has been changed to laminated- see Addendum No.1.
,
ee attached for attic ventilation requirement calculations
Th draft stop has been eliminated on one side, and adjusted in location to
a ommodate the attic ventilation requirements- see Addendum No.1.
ee attached for snow load calculations
Qrhe Owner shall provide the signage for the building- Le. occupancy etc.
~ee attached for drinking fountain mounting dimensions
~ee attached for the cut sheet on the toilet- clearance has been verified at 4'-0"+
Jhe dimension to the centerline of the toilet has been clarified- see Addendum No.1,
..,see attached for SAC calculations
tSee attached for the final code review
'j\~ee attached for the light calculations
~e attached for the energy envelope calculations
See attached for mechanical ventilation calculations
c.c.
P. Hokeness, A. Freiges, R. Rustad, J. Clark, J. Schoen bauer, D. Macdonald
-
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-REDERICK BENTZ MILO THOMPSON ROBERT RIETOW INC. 1234 DAIN TOWER' MINNEAPOLIS, MN 55402' TELf612l332-1234
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1"lRCDONRLD INC. _
PHONE NO.
612 827+0805
Rpr. 05 1999 10:51RM Pi
MA TTSONIMACDONALD INC.
STRUCTURAL ENGINEERS
1515 WEST LAKE STREET #301
MINNEAPOLIS MN 55408
(512) 827.7825 FAX (612) 827-0805
MEMORANDUM
Date:
April 05, 1999
To:
Attn;
From:
Bentz Thompson Rietow, Inc.
Bruce Cornwall
David Macdonald
Project:
Proj No:
SUbject:
Lakefront Pavilion, Prior lake MN
99014
Structural Design
Bruce:
In response to your memo of 3130/99 ( have the following comments;.
The roof framing was designed for snow drifting in accordance with Chapter 1365 of the Minnesota
State Building Code. A copy of the load summary L-1 is attached that illustrates the loads used for
design.
The structural notes and the specifications indicate that the PSl members used in the construction of
the porch roof framing shall be pressure treated. This should b& clarified by addendum so that it is
not overlooked by the bidders, Please note that the Structural notes indicate service level 1
wolmanizing, while the specifications indicate service level 2. Service level 1 will be adequate. The
design streSSes for all PSL members were reduced to account for the possibility of pressure treating.
If you have any questions, please do not hesitate to contact me.
Sincerely,
Mattson/Macdonald, Inc.
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EDFP-117-BC!171/2-- 35 )1'/2----
TWO-LEVEl WHEELCHAIR ACCESS
DRINKING fOUNTAINS
Fully exposed 2-in-1 wheelchair iountain.
Standard Features
. Water system ~ oi lead-containing brass parts,
. One iountain is positioned at conventional height,
the other lower for wheelchair convenience.
. Contoured basin recessed into support arm.
Installation - Dual iountains are mounted on a
17 1/2" x 35" satin iinish stainless steel wall plate.
Color - Stainless Steel polished to satin finish,
with high-shine outer edge, Bronzetone (at
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14 Dia. 18 18 1/2 14 Dia, 14 1/2 15------ Bronzetone--- n-u
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EDFP-114-BC
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14 Diameter
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Wall mounted, iully exposed iountain is easy
to operate.
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· Water system fr= of lead-containing brass
parts.
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handicapped person.
Installation - Stainless steel fountain
includes "in-the-wall" mounting plate,
Color - Available in Stainless Steel polished
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Bronzetone (at additional cost).
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Kingston Ute 7bilet with Lustra seat (K-4670-CJ in White.
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'6Y." "'lS": -- '.,J'-433_Q Kin~ston Lite Toilet~,vitreous
9' I I cmna, -1.0 gallon tlusn, elongated bowl
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2W' ' ' "
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7W ,fJ' 1'3~J IMPORTANT-Kingston Ute Toilet requires
_-. I a supporting carrier. Follow carrier
S' : .' I manufacturer's installation instructions,
Kingston Ute Toilet is designed to flush with
1.5 gallons of water when installed with a
1.5 gallon flush valve. Refer to manufacturer's
instructions and local codes for approved
flush valve installation and requirements.
Note-For integral bedpan lugs,
add suffix "t.:'
Recommended Seats
K-467o-C Lustra'" solid plastic seat
(K-4671-C Black Black"') with open front
and check hinge.
For complete color selection. see Colors section.
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12)1" 'i IJ / - X Bowl/tank combination includes K-4261
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/ J I 30653 float valve with vacuum breaker,
.., 29'" 30649 flush valve, K-4558 tank cover and
. K-9404 chrome-plated trip lever and 52048
'"0 1 """ bolt caps.
'Recommended Seats and Supply
K-46~2 Lustra solid plastic seat with
closed'fr:ont
K-467~C, Lustra solid plastic seat
4671-C Black Black) with open front
a k hinge.
K-76 .. ngle-supply with stop.
IMPORT. uliner4 Tank Uner
Available. Add suffix "U" to product,number.
For complete color selection. see Colors section.
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/- , caps. Minimum roughing-in is 10" (254 mm).
IMPORTANT-Highcrest Water-Guard Toilet
, , , is designed to flush with 3.5 gallons of water
, when installed with a 3.5 gallon flush valve.
Refer to manufacturer's instructions and
ocal'codes for approved flush valve
tion and reQuirements.
Note- 'egral bedpan lugs,
add suffix"
'., Recommended
'-K-4670-C Lustra soli 'c seat
(I<-4671-C Black Black) with en front
and check hinge.
For complete color selection, see Colors section.
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J.:.tletropolil-Ln Council
~ Working for the Region, Planning for the Future
Environmental Services
April 8, 1999
Robert D. Hutchins
Building Official
City of Prior Lake
16200 Eagle Creek Ave.
Prior Lake,:MN 55372-1714
Dear Mr. Hutchins:
. The Metropolitan Council Environmental Services Division has determined SAC for the
Lake Front Park Pavilion to be located within the City of Prior Lake.
This project should be charged 2 SAC Units, as determined below.
SAC Units
Charges:
Fixture Units
33 fu. @ 17 fu./SAC Unit
1.94 or 2
If you have any questions, call me at 602-1113.
Sffiqd; J,. ~
Jodi L. Edwards
Staff Specialist
Municipal Services Section
JLE: (302)
990408S8
cc: S. Selby, MCES
, Bruce Cornwall, Bentz Thompson Ri~t9.W~ In_c.
'--~;,~~,"'
230 East Fifth Street St. Paul, Minnesota 55101.1626 (651) 602-1005 Fax 602-1183 TOD /TIY 229-3760
An Equal OpportunUy EmplDyer
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.
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FREl.J~RICK BENTZ / MILO THOMPb0N / ROBERT RIETOW INC.
2600 FOSHAY TOWER · MINNEAPOLIS, MINNESOTA · 55402
MEMORANDUM
DATE: March 31, 1999
FROM: R. Bruce Cornwall, AlA
SUBJECT: Lakeside Pavilion at Prior Lake
Commission No.: 98-17
FINAL CODE REVIEW
The following is the final Code Review summary:
Project Data
. Date of Review:- March 31: 1998
. Project Description: One story park pavilion
. User: City of Prior Lake
. Contact: Paul Hokeness @ 612-447-4230
. Location: Prior Lake, Minnesota
. Floor Area: 2,320 GSF (not including covered porch)
. Building Height: 31'-0. to ridge (not including chimney)
. Zoning District: (See attached comments from Jenni Tovar)
. Fire District: (There are no fire districts)
Applicable Codes
. UBC, 1994 edt.
. MN State Code, 1995 edt.
Agency Contacts
. Bob Hutchinson, Building Inspector
. Jenni Tovar, Zoning
Occupancy - Chapter 3
. Group A3 - New Construction
. No occupancy separations are required
Special Use - Chapter 4
. No special uses
Building Limitations - Chapter 5
· Building Type: Type V - N
FRE:&..JERICK BENTZ / MILO THOMP,-,JN / ROBERT RIETOW INC.
. Fire Resistance ratings of walls:
Ratings of Exterior Walls
Bearinq
Non-bearina,
ODenines
. Maximum Allowable Floor Area:
Floor Area:
Proposal (not including porch)
Basic Allowable Area
Separation on four sides; add
Sub total
. Maximum Height: 1 story
. No parapets required
Type of Construction - Chapter 6
. Type V - N
. Structure per Chapter 22 (wood framing)
. Fire Resistive Requirements:
Walls: See above and Table SA
Bearing walls - exterior and interior: N
Non-bearing walls - exterior: N
Structural frame: N
Permanent partitions: N
Shaft enclosures: 1 hour
Floors and floor/ceiling assemblies: N
Roofs and roof/ceiling assemblies: N
Stairways: NR
Openings: See above and Table SA
Fire Resistant Materials - Chapter 7
. See table 7-B
.1
A3
2 hours < 5'-0"
1 hour < 20'-0"
NR elsewhere
2 hours < 5'_0"
1 hour < 20'-0"
NR elsewhere
Not allowed < 5'.0"
Protected < 10'-0"
A3
2,320
6,000
6.000
12,000
-
r "I
FRE:.-,ERICK BENTZ / MILO THOMP.....JN / ROBERT RIETOW INC.
· Fire blocks and draft stops - Section 708 (one attic draft stop will be installed)
Interior Finish Requirements - Chapter 8
. As required
Fire Protection Systems - chapter 9
. Building will not be sprinklered per Minnesota State Code 1306 Subpart 3, No.4
Means of Egress - Chapter 10
. See attached
Accessibility - Chapter 11
· (not addressed in this review - Minnesota Building Code compliance)
Interior Environments~ Chapter 12~u-
. Ventilation - natural and mechanical (15 cfm per occupant)
. Lighting - natural and artificial
Energy Conservation - Chapter 13
. Minnesota Energy Code- lighting and h~at loss calculations are attached
Exterior Wall Coverings - Chapter 14
. Plywood siding and battens
Roofs - Chapter 15
. Attic access will be required
. Ventilation per 1505.3 (see attached)
. Type C roofing class
Glass and Glazing - Chapter 24
. Safety glazing requirements
. Sloped glazing ( laminated)
Miscellaneous
. Drinking fountain must be provided
. See attached for toilet fixture count calculations
. SAC charges will be determined by:
Jodi Edwards
Metro Waste Commission
651-602-1113
(Drawings have been sent to the attention of J. Edwards for her review)
. Protection of roof rafters at the porch may be required '
.1 Tr'
-
FREuERICK BENTZ / MILO THOMPb-.JN / ROBERT RIETOW INC.
Zoning (per conversation with Jenni Tovar)
Note: these items relate to the sitework portion of the work)
. Turning radius for the fire trucks must be accounted for in all of the parking lots
. A fire truck must be able to park within 100 feet of the building
. Site lighting must be reviewed by the city
. A fire hydrant shall be required near the building
. Islands must be provided in the parking lots per Prior Lake requirements
. Handicapped parking must be indicated on site plan
. There were no specific building related issues
cc: D. MacDonald
P. Potvin
p, Hokeness
J. Schoenbauer
----------~-.>.-.-.~~~~--..-- .~ B. Hutchinson
"
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.
Allowed Watts
Actual WattE?
Complies (Y/N)
I.D
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.......
EXTERIOR LIGHT:ING POWER ALLOWANCE
Automatically controlled by a timer or photocell
f'l
1'1
In
Allowed Watts
Actual Watts
Complies (Y/N)
.......
If)
In
1ection 4: COMPLIANCE STATEMENT '
The proposed lighting design represented in~these documents is consistent with
the building plans, specifications and other calculations submitted with this
permit application. The proposed lighting system has been designed to meet
the requirements of COMcheck-MN.
Principal Lighting Designer-Name
Signature
Date
(/)
L
iJJ
iJJ
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Notes:
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M Section 1: PROJECT INFORMATION
M
w
@ Project Information:
Name: Lakefront Park
~ddress: Prior Lake, MN
,
I
I Permit #
I
I
I Checked by/Date
I
ID
IS}
"-
~ LIGHTING COMPLIANCE CERTIFICATE
(L COMcheck software Version 1,1
/
Owner/Agent Information:
Name:
Tel:
Document Author Information:
Name:
Tel=
(/)
~ Date:
ill
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....
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W
III
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section 2: GENERAL INFORMATION
Area Type: Corridor/Restroom/Support
Dining
Kitchen
Storage - Corom/Industrial
Floor Area: 516
Floor Area: 1166
Floor Area: 215
Floor Area: 215
~
(\)
m
'Sl
project Description: __ New Construction __ Addition
Method of Lighting Compliance: Area Category Method
Alteration
section): REQUIREMENTS CHECKLIST
Inspection Approved Initial
Date (Y /N)
~ONTROLS, SWITCHING, AND WIRING
Master switch at entry to hotel/motel guest room
JO control points (or equivalent number) in each
~I~TE-SPECIFIC REQUIREMENTS
-------------------------------------------------------------------------------
Component Name/Description
Cavity Cont. Assembly Budget
Area R-Value R-Value U-Factor U-Factor
-------------------------------------------------------------------------------
ROOF: All-Wood Joist/Truss
WALL: Wood Frame, Any Spacing
WIN: Double/Tint/Meta/SHGC=O,41/PF=0
SKY: Low-E/Tint/Meta/SHGC=0.68
SLAB: Unheated/Uninsulated
3284
2139
609
100
200
30.0
13.0
31. 9
19.7
0.017
0.033
0.240
0.320
0.046
0.067
-------------------------------------------------------------------------------
Envelope PASSES: Design 24% better than code
Section 4: COMPLIANCE STATEMENT
The proposed envelope design represented in these documents is consistent with
the building plans, specifications and other calculations submitted with this
permit application. The proposed envelope system has been designed to meet
the COMcheck-MN Version 1.1 requirements.
Principal Envelope Designer-Name
r ...-!'~~~
Signature
Date
~ -S c:;i
Notes:
, .
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1139~ 16:50
-LKPB Eng ineers
651 633 1355 P.02/02
I:E1EBRJITING OUR 3lJTH ~1VNIv.ER5ARY
L.<7=:1/3 ", "',', ,
, , LUNDQUIST. KIl.!-EEN~ POTVIN & BENDER, INC. . ,Consulting Engineers
1935 W, County Rd, B2 . Suite 300
81, Paul, MN 55113.2722
(651) 633.1223 '. FAX: 633-1355
April 9, 1999
Q4l'
, ~ ::" 41 ~ J L ~ f.
~O, 7
f#.
Mr.' Bruce Cornwall
BTR Architects Inc.
2600 Foshay Tower., '
Minneapolis" MN 55402
, ,
Re: Lakefront Park Pavilion
Ventilation Requirements
#98.213,00
Dear .Mr. Cornwall:
,
T:he following are our calculatiqns for Lakefront Park Pavilion 'for the Building Inspector, The building
, oUtdoor air requirements were based on ,A3: Asse.mblY occupancy type and 60 'people. The
, ventilation of the space will be provided'by'means,of natura) ventilation, Per Uniform Building Code
, Section: 1202..2.1, the area of operable window required for ventilation is, 1 20 sq. ft. The building was
designed with 200 sq, ft, 'of operable windows, An',~dditional'800 cfn:i of outdoor air is' mechanically
brought into ~he space for make-up air due to the exhaust ~f the toilet rooms.
Please call 'me with any questions ~~gard,ing this project., ,
Sin~erelYI
LUNDQUIST, KILLEEN, pqTVIN ~8ENDE~1 INC.
-/'~~
Jeff'A. Clark
JAC!rmo
MECHANICAL ., E'LECT-'RfCAL
TOTRL P.02
I" Ii
BTR9817
April 13, 1999
FREDERICK BENTZ I MILO THOMPSON I ROBERT RIETOW, INC,
Architects
2600 Foshay Tower
Minneapolis, Minnesota 55402
ADDENDUM NO.2 of the
Plans and Specifications
for the construction of
LAKE FRONT PARK PAVILION
Prior Lake, Minnesota
for
CITY OF PRIOR LAKE
Commission Number: 98-17
This Addendum is added to and shall become part of the bidding documents, dated March 22, 1999.
Bidders shall acknowledge receipt of this Addendum in their bids.
Addendum No.2
CHANGES TO THE SPECIFICATIONS
. CHANGES TO THE BID FORM
1. Section 00240 - Bid Form: delete in its entirety and substitute the attached bid form:
Section 00240 - BID FORM (REVISED)
CHANGES TO THE DRAWINGS
. Modify typical exterior trim detailing (1/A6.1, 2/A6.1) per attached detail:
1.1/A6.1
. Modify typical interior wood base and cap detailing at wainscot (1/A6.1 similar) per attached detail:
1.2/A6.1
Note: 2/A6.1 base detail similar.
. Add (attached) typical outside comer detail at T1-11 plywood installation:
10/A9.1
. Add (attached) detail at fireplace mantel:
11/A9.1
. Add (attached) detail at front entry:
1.1/A3.1
END OF ADDENDUM
..".. .,.
" l.. -
BTR9817
Addendum No, 2
BTR9817
SECTION 00240
BID FORM (REVISED)
DATE:
TO:
City of Prior Lake
16200 Eagle Creek Drive
Prior Lake, MN 55372
PROJECT:
Lakeside Pavilion
Lakefront Park
Prior Lake, Minnesota
ATTN: Paul Hokeness, Director of Parks
OWNER:
City of Prior Lake
FROM:
Name of Bidder
Business Address
Phone Number
A. Bid Category No. (see Attachment A):
B. The Bidder, in compliance with the Invitation to Bid for construction contemplated for the Lakeside
Pavilion, having examined the Contract Documents prepared by the ArchitecUEngineer and all other
related documents and being familiar with the site of the proposed project including availability of
materials and labor, hereby proposed to furnish all labor, materials, tools, equipment, machinery,
equipment rental, transportation, superintendent, perform all work, provide all services, and to
construct all work stated in accordance with the Contract Documents at prices stated below. These
prices are to cover all expenses incurred in performing work required under the Contract Documents,
of which this Bid is a part.
. Proposal:
BASE BID FOR THE SUM OF:
$
. UNIT PRICE NO.1: (Excavation, removal and off site disposal of unsuitable soils):
Dollars per cubic yard ($
).
. UNIT PRICE NO.2: (Placement and compaction of suitable soils):
Dollars per cubic yard ($
).
C. Bid Security in the form of:
Certified Check
Cashier Check
Bid Bond
(Check one)
00240-1
BTR9817
Accompanies this proposal in the amount of five (5) percent of the bid amount. Bidder agrees that
this Bid shall be good and may not be withdrawn for a period of thirty (30) calendar days after
opening of the Bid; further, that if a Notice to Proceed provided by the City of St. Louis Park is
received by the Bidder, the Bidder will, as agreed to in post-bid interviews, but no later than 30 days,
acknowledge acceptance of the contract award and will execute and deliver the performance Bond
and labor and Material Payment Bonds, and Certificates of Insurance as required.
The Bid Security becomes the property of the City in the event a Contract Agreement is not executed
and/or performance and payment bonds are not delivered within the time above set forth, as
liquidated damages for delay and additional expense to the City of St. Louis Park caused thereby.
D. Bidder acknowledges receipt of the following Addenda (list by Addendum Number):
E. Bidder Qualifications: see Attachment B.
00240-2
BTR9817
BID FORM
ATTACHMENT A
The Bidder must indicate below which bid category applies to this bid, Only one bid category
may be checked per submitted bid, Each Bidder may submit separate bids for more than one
category ,
Bid Category 1
Earthwork (including all work and materials in Section 02200 and unit
prices)
Bid Category 2
Concrete work (including all work and materials in Sections 03100,
03200 and 03300)
Bid Category 3
Masonry work (including all related work and materials in Sections
03200 and 03300)
Bid Category 4
Carpentry work (including all work and materials in Sections 05500,
06100,06170,06200,08110,08210,08500 and 08710; Bidder to
include installation only of Section 08330 - Rolling Counter Shutters.
See Bid Category 9.)
Bid Category 5
Casework (Section 06400; materials only, delivered to the site; to
be installed by Owner)
Bid Category 7
Waterproofing and related materials (Section 07120; materials only,
delivered to the site; to be installed by Owner)
Shingles and related materials (Section 07300; materials only,
delivered to the site; to be installed by Owner)
Bid Category 6
Bid Category 8
Roof-related sheet metal (Section 07600; materials only, delivered
to the site; to be installed by Owner)
Bid Category 9
Rolling counter shutter (Section 08330; materials only, delivered to
the site; to be installed by Carpentry Contractor)
Bid Category 10
Bid Category 11
Gypsum Drywall (including all work and materials in Section 09250)
Tile work (including all work and materials in Section 09310)
Bid Category 12
Bid Category 13
Painting (including all work and materials in Section 09900)
Toilet compartments (Section 10155; materials only, delivered to the
site; to be installed by Owner)
Bid Category 14
Fire protection (Section 10520; materials only, delivered to the site;
to be installed by Owner)
Bid Category 15
Toilet Accessories (Section 10800; materials only, delivered to the
site; to be installed by Owner)
Bid Category 16
Mechanical (including all work and materials for all sections of
Division 15)
Bid Category 17
Electrical (including all work and materials for all sections of Division
16)
00240-3
11"
r -
BTR9817
BIDDER'S QUALIFICATIONS
ATTACHMENT B
1, List of personnel available for this project:
2, List of person (s) who will supervise the Work of this Project and number of years of experience:
3. List of similar type projects performed within the last three (3) years:
A. Name of Client Date
Contact Person Telephone
B. Name of Client Date
Contact Person Telephone
C. Name of Client Date
Contact Person Telephone
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FREDERICK BENTZ I MILO THOMPSON I ROBERT RIETOW INC. 2800 FOSHAY TOWER M1NN:APOUS. MINNESOTA e&402 (812) 332-1234
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FRIOR LAKE, MN
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r-rou:::a..IERJCK BENTZ I MILO THOMPSON I ROBERT RIETOW INC. 2800 FOSHAV TOWER MlNNEAPOUS, MNNESOTA !55402 (812) 332-1234
LAKEFRONT PARK FAvlLlON
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LAKEFRONT PAVILION
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PRIOR LAKE, MN
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LAKEFRQNT PAViLION
PRIOR LAKE, MN
COMM. NO.: 98-1l
PARTIAL EAST ELEvATION
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APRIL 13, 1999
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Canary - Engineering
Pink . Planning
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BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST
NAME OF APPLICANT ~ "6 Pllcn- L:LKL.
APPLICATION RECEIVED c'12& /qq
The Building, Engineering, and Planning Departments have reviewed the building permit
application for construction activity which is proposed at:
}'5tQO ~dtrel11uvcl- Au-e, la-fU-4-unJ VkA-IZ
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Accepted
Accepted With Corrections
Denied
Reviewed By:
Date:
Comments:
"The issuance or granting of a permit or approval of plans, specifications and
computations shall not be construed to be a permit for, or an approval of, any violation of
any of the provisions of this code or of any other ordinance of the jurisdiction. Permits
presuming to give authority to violate or cancel the provisions of this code or other
ordinances of the jurisdiction shall not be valid."
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~ Metropolit{ -.1 Council
~ Working for the Region, Planning for the Future
(
Environmental Services
AprilS, 1999
Robert D. Hutchins
Building Official
City of Prior Lake
16200 Eagle Creek Ave.
Prior Lake, MN 55372-1714
Dear Mr. Hutchins:
The Metropolitan Council Environmental Services Division has determined SAC for the
Lake Front Park Pavilion to be located within the City of Prior Lake.
This project should be charged 2 SAC Units, as determined below.
SAC Units
Charges:
Fixture Units
33 fu. @ 17 fu./SAC Unit
1.94 or 2
If you have any questions, call me at 602-1113.
Sin~ ~.~~
Jodi L. Edwards
Staff Specialist
Municipal Services Section
JLE: (302)
990408S8
cc: S. Selby, MCES
Bruce Cornwall, Bentz Thompson Rietow Inc.
230 East Fifth Street St, Paul, Minnesota 55101-1626 (651) 602-1005 Fax 602-1183 TDD/TIY 229-3760
An Equal Opportunity EmplDyer
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MEMORANDUM
DATE: October 27,1998
FROM: R. Bruce Cornwall, AlA
SUBJECT: Lakeside Pavilion at Prior Lake
Commission No,: 98-17
SCHEMATIC CODE REVIEW
The following is a Schematic Code Review summary:
Project Data
. Date of Review: October 27,1998
. Project Description: One story park pavilion
. User: City of Prior Lake
. Contact: Paul Hokeness @ 612-447-4230
. Location: Prior Lake, Minnesota
. Floor Area: 2,400 GSF (not including covered porch) ~
. Building Height: 29'-0" to ridge (not including chimney) .
. Zoning District: NA
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Applicable Codes
. UBC, 199t edt. k
. MN State Code, 1995 edt.
Agency Contacts
. NA
Occupancy - Chapter 3
. Group A3 - New Construction
. No occupancy separations
Special Use - Chapter 4
. No special uses
Building Limitations - Chapter 5
. Building Type: Type V - N
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. Ratings of Exterior Walls
A3
Bearina
2 hours < 5'-0"
1 hour < 20'-0"
NR elsewhere
Non-bearinq
2 hours < 5'-0"
1 hour < 20'-0"
NR elsewhere
ODeninas
Not allowed < 5'-0"
Protected < 1 0' -0"
. Maximum Allowable Floor Area:
Floor Area: A3 -
Proposal (not including porch) 2,400
Basic Allowable Area 6,000
Separation on four sides; add 6,000
Sub total 12,000
. Maximum Height: 1 story
. No parapets required
Type of Construction - Chapter 6
. Type V - N
. Structure per Chapter 22 (wood framing)
. Fire Resistive Requirements:
Walls: See above and Table SA
Bearing walls - exterior and interior: N
Non-bearing walls - exterior: N
Structural frame: N
Permanent partitions: N
Shaft enclosures: 1 hour
Floors and floor/ceiling assemblies: N
Roofs and roof/ceiling assemblies: N
Stairways: NR
Openings: See above and Table SA
Fire Resistant Materials - Chapter 7
. See taple 7-B
.' Fire blocks and draft stops - Section 708
.... lP
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Interior Finish Requirements - Chapter 8
· . (not addressed in this review)
Fire Protection Systems - chapter 9
- Not required - access by fire trucks to be discussed with city fire marshall.
Means of Egress - Chapter 10
. See attached
Accessibility - Chapter 11
. (not addressed in this review - Minnesota Building Code compliance)
Interior Environments - Chapter 12
. Ventilation - natural and mechanical
. Lighting - natural and artificial
Energy Conservation - Chapter 13
. Minnesota Energy Code
Exterior Wall Coverings - Chapter 14
. Plywood siding and battens
Roofs - Chapter 15
. Attic access
. Ventilation per 1505.3
. Type C roofing class
Glass and Glazing - Chapter 24
. Safety glazing requirements
. Sloped glazing
Miscellaneous
. NA
cc: D. MacDonald
P. Potvin
P. Hokeness
J. Schoenbauer
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FREL...:RICK BENTZ I MILO THOMPS~ N I ROBERT RIETOW INC.
2600 FOSHAY TOWER · MINNEAPOLIS, MINNESOTA · 55402
MEMORANDUM
DATE: November 10,1998
FROM: R. Bruce Cornwall, AlA
SUBJECT: Lakeside Pavilion at Prior Lake
Commission No.: 98-17
SCHEMATIC CODE REVIEW
The following is a Schematic Code Review summary:
Project Data
. Date of Review: November 3, 1998
. Project Description: One story park pavilion
. User: City of Prior Lake
. Contact: Paul Hokeness @ 612-447-4230
. Location: Prior Lake, Minnesota
. Floor Area: 2,400 GSF (not including covered porch)
. Building Height: 29'-0" to ridge (not including chimney)
. Zoning District: (See attached comments from Jenni Tovar)
. Fire District: (There are no fire districts)
Applicable Codes
. UBC, 1994 edt.
. MN State Code, 1995 edt.
Agency Contacts
. Bob Hutchinson, Building Inspector
. Jenni Tovar, Zoning
Occupancy - Chapter 3
. Group A3 - New Construction
. No occupancy separations
Special Use - Chapter 4
. No special uses
Building Limitations - Chapter 5
. Building Type: Type V - N
FREuERICK BENTZ I MILO THOMPSON I ROBERT RIETOW ING.
· Fire Resistance ratings of walls:
Ratings of Exterior WailS
A3
Bearine
2 hours < 5'-0"
1 hour < 20'-0"
NR elsewhere
Non-bearinq
2 hours < 5'-0"
1 hour < 20'-0"
N R elsewhere
Ooenines
Not allowed < 5'-0"
Protected < 10'-0"
. Maximum Allowable Floor Area:
Floor Area: A3 .
Proposal (not including porch) 2,400
Basic Allowable Area 6,000
Separation on four sides; add 6.000
Sub total 12,000
. Maximum Height: 1 story
. No parapets required
Type of Construction - Chapter 6
. Type V - N
. Structure per Chapter 22 (wood framing)
. Fire Resistive Requirements:
Walls: See above and Table 5A
Bearing walls - exterior and interior: N
Non-bearing walls - exterior: N
Structural frame: N
Permanent partitions: N
Shaft enclosures: 1 hour
Floors and floor/ceiling assemblies: N
Roofs and roof/ceiling assemblies: N
Stairways: NR
Openings: See above and Table SA
Fire Resistant Materials - Chapter 7
. See table 7-B
{
FRE::.JERICK BENTZ I MILO THOMPbON I ROBERT RIETOW INC.
· Fire blocks and draft stops - Section 708 (every 60 If of attic will need to be draft
stopped)
Interior Finish Requirements - Chapter 8
. (not addressed in this review)
Fire Protection Systems - chapter 9
. Building will not be sprinklered per Minnesota State Code 1306 Subpart 3, No.4
Means of Egress - Chapter 10
. See attached
Accessibility - Chapter 11
. (not addressed in this review - Minnesota Building Code compliance)
Interior Environments - Chapter 12
. Ventilation - natural and mechanical (15 cfm per occupant)
. Lighting - natural and artificial
Energy Conservation - Chapter 13
. Minnesota Energy Code
Exterior Wall Coverings - Chapter 14
. Plywood siding and battens
Roofs - Chapter 15
. Attic access
. Ventilation per 1505.3 (2400 sf /300= 8sf; 4 sf at eaves & 4sf in upper portion of attic)
. Type C roofing class
Glass and Glazing - Chapter 24
. Safety glazing requirements
. Sloped glazing ( If plastic, special requirements need to be followed)
Miscellaneous
. Drinking fountain must be provided
. See attached for toilet fixture count calculations
. SAC charges will be determined by:
Jodi Edwards
Metro Waste Commission
612-602-1113
. Protection of roof rafters at the porch may be required
II
FRE::.JERICK BENTZ I MILO THOMPoON I ROBERT RIETOW ING.
Zoning (per conversation with Jenni Tovar)
. Turning radius for the tire trucks must be 'accounted for in all of the parking lots
. A fire truck must be able to park within 100 feet of the building
. Site lighting must be reviewed by the city
. A fire hydrant shall be required near the building
. Islands must be provided in the parking lots per Prior Lake requirements
. Handicapped parking must be indicated on site plan
cc: D. MacDonald
P. Potvin
P. Hokeness
J. Schoenbauer
B. Hutchinson
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~OERICI'( BENTZ I MILO THOMPSON I ROBERT RIETOW INC. '234 OAIN TOWER. MINNEAPOLIS. MN 55402' TEL 15'21332-1:
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DATE:
FILE NAME:
CHECKED BY:
SITE PLAN APPLICAl10N lJH.ECKLIST FOR:
COMMERCIAL, INDUS'l'.ttIAL, INSTl'l'UTIONAL,
PUBLIC, AND SEMI-PUBLIC DEVELOPl\'llil~S
*****
M.I:"LICATION AND FEE ($300.00) W lLL BE ACCE.I:"T~D ONLY IF ALL. OF
THE REQUIRED MATERIALS LISTED BELOW ARE SUBMl'rl'~D.
Property Owner:
Address:
Applicant:
Address:
Phone:
Phone:
Name of Surveyor:
Phone:
Applicant's Signature
Date
Fee Owner's Signature
Date
T~l~ (10) ASSEMBLED SETS (24" x 36'') OF EACH OF TttJii FOLLOw.ll~G:
1.) ACCURATE CERn.r".LJ:!jD SURVEY (showing existinJI conditions on the site,
within 50' of the site, and the Legal Description).
2.) DETAILED SITE PLAN (based on current certified survey).
3.) GRADING AND DRAINAGE PLAN (including storm water runoff
calculations and a map produced by a Professional Engineer; erosion
control plans using MPCA's, Best Manae-ement Practice~ standards).
4.) UTILITY PLAN (including proposed sewer, watermain, storm sewer lines,
and profiles of the utilities larger than 4" in diameter, produced by a
Professional Engineer).
5.) LANDSCAPE PLAN (can be on combined sheets, produced by a Landscape
Architect).
6.) SIGN PLAN (can be on combined sheets).
II Ri I
7.) FIRE PROTECTION PLAN (showing fire lanes, hydrants, post indicator
valves, and siamese connections which may be shown on the Site or
Utility Plan).
8.) BUILDING PLANS (exterior wall elevations and floor layout).
, . <..-
9.) TRASH ENCLOSURE (provisions can be on combined sheets).
10.) LUMINARE PLAN (of all outside and building exterior lighting which may
be on combined sheets).
11.) ONE LEGIBLE AND REPRODUCIBLE WRnTJ!;N NARRATIVE (describing
the proposal and variances requested).
12.) A COMPLETE APPLICATION FORM SIGNED BY THE PROPERTY !<".tJJ!;
OWNER (S).
13.) APPLICATION FEE PER CURRENT CITY OF PRIOR LAKE FEE
SCHEDULE.
ADDITIONAL INFORMAl1Q.N NEEDED IE..IT APPLIES:
14.) ONE ADDITIONAL SET OF PLANS REQUIRED IF THE PROPOSAL
ABUTS OR ACCESSES A COUNTY ROAD.
15.) ONE ADDITIONAL SET OF PLANS REQUIRED IF U1.tJ PROPOSAL
ABUTS OR ACCESSES A STATE HIGHWAY.
REQ1JlltED SUBl.\'.ll'.l'.lALS FOR T~ PLANNING COMMISSION w.I:1lCH
MAY BE SUBl.\'.ll;!.'.l~D M"l'~.l(. T~ DEVELOPMENT REVIEW
COMl\'ll'l'.l".~E'S A.r r .ltOVAL:
1.) SITE PLAN
2.) LANDSCAPE PLAN
3.) BUILDING EXTERIOR ELEVATIONS
4.) LUMINARE PLAN
5.) WRh"!'J!;N NARRATIVE
6.) 15 COMPLETE SETS OF THE ABOVE DATA (1-5) IN SIZE 11" x 17" OR
LARGER, ASSEMBLED AND FOLDED TO 8.5" x 11."
7.) ONE COMPLETE SET OF THE ABOVE DATA (1-4) IN SIZE 8.5" xlI",
CLEAR AND LEGIBLE TRANSPARENCIES.
T~ FOLLOWll~G l.l.l!.MS WiLL NEED TO BE SUBl\-ll.L TED IN ADDIJ.ION
TO T~ ABOVE W.I:I.ID~ REQUES .l.ll~G PUBLIC .r'll~ANCIAL ASSISTANCE:
8.) A SHORT NARRATIVE ON THE GROw.u:I EXPANSION NEEDS OF THE
BUSINESS.
9.) A SHORT NARRATIVE ON THE COMPANY'S MARKET AND TRENDS IN
THE INDUSTRY.
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10.) THREE (3) YEARS OF mSTORICAL DATA INCLUDING P&L
STATEMENT AND BALANCE SHEETS.
11.) CURRENT INTERIM FINANCIAL STATEMENT.
12.) PERFORMANCE FINANCIAL DATA FOR THE TWO (2) PREVIOUS
YEARS.
13.) ESTIMATED COSTS FOR THE PROPOSED BUILDING, EQUIPMENT,
MARKETING, AND WORKING CAPITAL NEEDS.
14.) TOTAL NUMBER OF JOBS CURRENTLY, AND T.t1.1:!i PROJECTED JOBS
WITHIN TWO (2) YEARS.
15.) BUSINESS/MARKETING PLANS IF AVAILABLE.
*****
ALL FINANCIAL DATA wILL BE TREATED IN A
PRO.l"'.1dETARY AND COl\i.l4"uJENTIAL MANNER, AND
tt'iLL NOT BE RELEASED TO ANYONE WI'1'J:10UT YOUR
PRIOR APPROVAL.
Applications will be reviewed by the Development Review Committee. A member of'
the Planning Staff will notify the Applicant as to any additional im:UJ.~ation or
modifications needed. Site Plans, which are non-residential, and have no variance
or other possible applications as required, may be administratively approved. Site
Plans requiring a variance or other possible applications will automatically be
scheduled for a Planning Commission Public Hearing when it has been verified
that the application is complete. Items will be scheduled before the City
Council, by the City Manager, upon Planning Commission Recommendation.
At't--_/ed and adopted by the Prior Lake Development Review Committee on September 2,1993.
SPA
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LOT AND YARD REQUIREMENTS (cont.)
District
Minimum Lot Size
Area (sq, ft.) Width
Yard Setback (.".)
Front Rear Side
1-2 Li\lhtlndustrlal
All Uses
1 acre
200
30
30
C-l Conservallon
All Uses
10 acres
330
50
30
S-D Shoreland See Chapter 8 olthlli Tille, Shoreland District, lor addlllonal requirements 01 this Secllon.
20
. Measured at Building Setback
.. With Sanitary Sewers, Otherwise Agricultural Densities will apply.
(Ord. 93-18, 9-20-93; amd. Ord. 94-09, 4-18-94)
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Maximum
Coverage
20
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Gross Dwelling Units
Per Acre
Normal PUD
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APPENDIX CHAPTER 29
Appendix Chapter 29 --- ;>A.-n c- i\-> .., '-I ~
MINIMUM PLUMBING FIXTURES
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SECTION 2905 - GENERAL
number of fixtures are the minimum required as shown in Table
A-29-A and are assumed to be based on 50 percent male and 50
percent female. The occupant load factors shall be as shown in
Table A-29-A
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TABLE A-29-A-MINIMUM PLUMBING .-~.. RES1,2,3
WATER C1.OSETSI ~LAVATORIEse
(IIxIurw per, .".) per per8Oll)
TYPE OF BUILDING OR OCCUPAN~ MAU: FEMALE ~
- I For the occupancies listed below. eO sfIuare feet (278 m2) per occupan.Ji.lw1fic IJtinYIrGm number of plumbing
~ GroupA ~ '
Conference rooms, dining rooms, . g ~- d:~ k:: one for each water closet up
establishments, exhibit rooms, -::26-75 2:26-75) then one for each two additi
gymnasiums, lounges, stages and . . .>: 10- J. . ::l:)o- ~ water closets
uses including restaurants classifi :d as 4:126-200 4:126-200
Group B Occupancies 5:201-300 5:201-300
6:301-400 6:301-400
k Over 400, add one fixture for each
, additional 200 males or 150 females. .
For the assembly occupancies liste below, use the number of fixed seating or, where no fixed seating is vided, use 15 square feet (1.39 m2) per occupant
for the minimum number of plumbi fixtures.
.l7\ Assembly places-"""" ~
....V. .:". Auditoriums, convention halls, dance '" ~1:1-50 3:1-50 1:1- 1:1-200
~. floors, lodge rooms, stadiums and casinos . ~=?!:~ . 01-400 2:201-400
.:; 3:101-1 ~ 3:401-750 3:401.750
t 4:151-300 8:201-400 Over 750, add one fixture for each
:;.. Over 300 males, add one fixture for additional 500 persons.
r=- each additional 200, and over 400
tt females add one for each 125.
~ I For the assembly occupancies listed below. use the number .of fixed seating or, where no fixed sealing is provided, use 30 square feet (2.29 m::) per occupant
:,~. for the minimum number of plumbing fixtures.
1_" Worship places
_ Principal assembly area r one per 150
.... Worship places
::-. Educational and activity unit one per 125 one per 75 one per two water closets
rr'.~ For the occupancies listed below, use 200 sq~et (18.58 m2) per occupanttor the minimum number of plumbing fixtures.
..' Group B " .," 'I
~.- Offices or public buildings 1:1.15 1:1-15 one per two water closets
~ 2:16-35 2:16-35
~ -3:36-55 3:36-55
~. " ~':~' add :ne for each SO f b. fi
It, ror the occupancies listed below, use 50 square feet (4.65 m*) per occupant for the minimum number 0 plum mg Ixtures.
Ji.- Group E 1:1-15 1:1-15 one per 40 ' one per 40
j:' Schools-for staff use 2:16-35 2:16-35
{Ii!: . All schools 3:36-55 3:36-55
~, Over 55, add one fixture for each
~ additional 40 persons.
j;-'. SchOOlS-for student use 1:1-20 1:1-20 1:1-25 1:1-25
r: Day C;1re 2:21-50 2:21-50 2:26-50 2:26-50
-:'i Over SO, add one fixture for each Over SO, add one fixture for each
. additional SO persons. additional SO persons.
f' Elementary one per 30 one per 25 one per 35 one per 35
~~ ~ndary one per 40 one per 30 one per 40 one per 40
-:._ ~r the occupancies listed below. use 50 square feet (4.65lD:) per occupant for the minimum number of plumbing fixtures.
EduCltion Facilities other than Group E - , -
~...,..~~~~~Il~e)rs rs I (COlleges, universities. adult centers,
:, ~ one per 40 one per 30 one per 40 one per 40
Each building shaH be provided with sanitary facilities, including
provisions for accessibility in accordance with Chapter 11.
Plumbing fixtures shall be provided for the type of building occu-
pancy with the minimum numbers as shown in Table A-29-A The
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EX,-U" uON: Where circumstances dictate that a different ratio is
needed, the adjustment shall be approved by the building official.
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BATHTUB OR SHOWER
(llxlUres per ..." )
one per 75 one per two water closets
(Contillued)
1-397
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CITY OF PRIOR LAKE
16200 Eagle Creek Avenue S.E.
Prior Lake, MN 55372
FAX # 447-4245 - TELEPHONE # (612) 447-4230
FAX COVER SHEET
DATE: \I 't. 0 (19,
TO: t::>fl.-.- Ur ~ u-:-A-c.- '-
FROM: ' f--' c913~ t\cJTC.-~'~
SUBJECT: r---: L. ~Vlt41-\~
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TIME:
FAX#:
MESSAGE:
F: 'f: :r: ·
t c:.-> ~ f?A r(612- 5
Number of Pages Sent (Including This Page):
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CITY OF LAKEV1LLE
BUILDING INSPECTION DEPARTMENT
COMMERCIAL AND MULTI-UNIT PLAN REVIEW
CHECKLIST
Project Name: LP,I<:6f".=r-< PA12-1<- ~,,\ '- I '" N ?oj 1/1 j
Job Address:
I. CLASSIFICATION OF BUILDING
A. Use of Building
1. Occupancy Group (Table 5-A) A - 3
2. Occupancy Separations (Table 5-8) -er-
B. Type of Construction (Table 5-A) -:st- N
C. Location of Property
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Front. hO f Rear '=::0 f- L.Side J.;Q t R. Side G:::b t
1. Actual _ :z.. 2. S .3
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D.
Floor Area
2. Allowable (Table 5-C) ~a::c::;
3. Area Increase
a. Sprinkler N 0
b. Multi-Story "-lo
c.
Open Area 'l 00 'io
\b~)(. Z; 11.,oQ::)
4. Mixed Occup~ncy Calculation = -e-
E. Height and Number of Stories
1.
Actual: Stories
Height ~; " (0 r {
2.
Allowable (Table 5-0): Stories \
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Height A- 0
3. Allowable Increase -e--
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Occupancy Load
1. Sq. Fl per Occupant (Table 33-A)
2. Total Occupant Load { ~ S-
II. DETAIL REQUIREMENTS
A. Table 5-A1Sections 1803, 1903,2003,2103.
1. Opening Protection -e-
2. Wall Protection ~
B. Fire-Resistive Requirements (Table 17-A) ~
C. Type Construction Requirements
1. Chapter (' ~
D. Occupancy Requirements
E.
1. Chapter 10
Exiting (Chapter 33) ....2. ~ \ f "> R6Q;:;.
T\I":: \ A~ 1(7- b(4~l-
F. Fire extinguishing Equipment
1.
Sprinkler
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2.
Standpipes
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G. Roof Covering Required
1. Fire Retardant 7S{
2.
"/'I, ,\
Ordinary _ (_
H.
Handicap Requirements S. ~ ~ r p (l-.::rA<-..~ \ : 1. 0
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Sanitation "Zol~ S.f. t~o;, ~4 f- -Z- UJ c..
,
I.
J. Ventilation ~~}~b ~~'5=: ~~t= M
III. XV CODE REQUIREMENTS
.A. Zone
B. Setbacks: Front Rear Side
C. Parking
D. Landscape
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DEPARTMENT OF
BUILDING AND INSPECTION
PR.I.OR LAKE
(
INSPECTION RECORD
SITE ADDRESS {5'.'\.0 12..,,,~et1~N"r ^~6-
NATURE OF WORK N~ ~h\e-~tA-L
USE OF BUILDING l / c.. ~Gt..U
PERMIT NO. ,\"l" 'l.z...c. DATE ISSUED
CONTRAGTOR e. 'T"'\ o~ Ptz.\oL. LAreS
NOTE': THIS IS NOT A PERMIT FOR ANY OF THE INSPECTIONS BELOW
THE PERMIT IS BY SEPARATE DOCUMENT
'7;t~ t" ~
INSPECTOR DATE
I FOOTING (;1) fI5;:'~ (t/'q4/rrf ('j) I ~ /7 /~tj P~77It4-
FOUNDATIO~'(priOr to Ba~iII) ~ C,/li/?9 I 1
PLACE NO CONCRETE ~TIL ABOVE HAS BEEN SIGNED
ROUGH - INS
SEWER I WATER I SEPTIC
FRAMING
INSULATION
ELECTRICAL
PLUMBING ~ 7/; /1 '
HEATING (if required)
FIREPLACE
GAS LINE AIR TEST
COVER NO WORK UNTIL ABOVE HAS BEEN SIGNED
I WALLBOARD I I J
FINALS
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UP !o/~4
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GRADING (Prior to Soddil,lg)
BUILDING ,Ct1) 11> &/) /OLJ
ELECTRICAL
PLUMBING
HEATING
DO NOT OCCUpy UNTIL ABOVE HAS BEEN SIGNED
NOTICE
This card must be posted near an electrical service cabinet prior to rough-in inspections
and maintained until all inspections have been approved. On buildings and additions'
where no service cabinet is available, card shall be placed near main entrance.
(;rJ Izbkl
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Call between 8:00 and 9:00 A.M. for all inspections
FOR ALL INSPECTIONS (612) 447-9850