7.2. SR 02-18-19972ty of
iver
ITEM 7.2.
MEMORANDUM
Mayor & City Council
FROM: Pat Klaers, City Administrator
DATE: February 18, 1997
SUBJECT: Authorization for Bids/Northbound
Provided that the City Council approves the conditional use permit for the
Northbound Liquor Store project, it is recommended that the City Council
authorize the architect and construction manager to go out for bids. It is
tentatively scheduled that bids will be accepted until some time in mid
March and that they will be opened, reviewed, analyzed, and presented with
a recommendation to the City Council on April 7, 1997. In this manner we
can begin construction early in the spring and be completed by October, 1997.
Attached for your review is the most recent draft of the advertisement for
bids, the work schedule on this project until the April 7th Council meeting,
the budget, etc., for this project. Also attached is a set of plans for the
project. A larger set is available in the Planning Department if the Council
would like to take a look at them.
Between now and when the bids will be opened, the finance department will
do a detailed analysis of the funding for this construction project and the
bonding that is necessary. We now feel that the total project is in the $1.4 -
1.45 million range. The length of the revenue bonds will depend on the
amount of money that is available to "buy down" the project along with the
amount of profits that are annually available for debt payment.
X\elkriver\sys\shrdocXcouncil\authbids.doc
13065 Orono Parkway · P.O. Box 490 · Elk River, MN 55330 · (612) 441-7420 · Fax: (612) 441-7425
2-86-1997 11:64AM FROM GREYSTONE CONSTR. 612
GREYSTONE CONSTRUCTION COMPANY'
1221 East Fourth Avenue, Suite 110, Shakopee, MN 55379 612 496-2227 445-4191 fax
Date:
To:
From:
c:
February 6, 1997
Gary Tushie, Tushie Montgomery Associates, Inc.
Mike Parsons
Northbound Liquors, Elk River, MN
Pat Klaers, Fritz Dolej s
2 pages sent
1) A preliminary bid schedule is attached for your review. Input was provided by Pat Klaers today,
2) A draft for the advertisement ibr bids is attached for your review.
3) Division 01 specs - 1 will contact assistant City manager / finance director, Lori Jon to review
bonding & insurance requirements called out in division 01 specifications.
Bid Schedule:
February 18th
February 19
FebruaD' 20 +/-
Week of 2/19
February 26
March ! 3, I pm
April 7th
City Council Meeting - approval to advc-rtise
CM submits advertisement for bids to Elk River News (deadline is Friday ~ noon);
CM submits ad to Plan Rooms / CMl) / Dodge
A/E complcte~ quality control & provides bid documents to reproduction company .
CM contacts potential bidders regarding interest in bidding project
Ad published in Elk River News.
Bid date (ten working days after publish date), at Elk River City Hall
Deadline for City Council Agenda
City Council approves award of bid packages
City of Elk River
(Official Publication)
ADVERTISEMENT FOR BIDS
BID FOR BID PACKAGE I through 16 WORK
BID NO. ~ / CITY PROJECT NO.
CITY OF ELK RIVER. MINNESOT'~'
T-,,g e~vt (w
NOTICE 1S HEREBY GIVEN that sealed bids will be received by the City of Elk River, 13065 Orono Park'way, Elk River, Minnesota 55330
until 1:00 p.m. Thursday, March 13, 1997, and will be publicly opened and read at the above address. Said proposal is lbr the tbllowing:
Multiple Prime Contracts, separate bids will be received for the following prime contracts, for a new 13.000 square feet municipal liquor stoic
Bid Package No.l Concrete, Masonry and Precast Plank Work
Bid Package No.2 Structural Steel, Misc. Steel and Erection Work
Bid Package No.3 Sitework
Bid Package No.4 Mechanical Work
Bid Package No.5 Electrical Work
Bid Package No.6 Single Ply and Metal Roofing Work
Bid Package No.7 Aluminum Storefront and Window Work
Bid Package No.8 Carpentry, Hollow Metal ,Hardware & Specialties
Bid Package No.9 Drywall, Metal Framing & EIFS Work
Bid Package No.10 Painting Work
Bid Package No.11 Carpet and VCT Work
Bid Package No.12 Ceramic Tile Work
Bid Package No.13 Overhead Door and Dock Equipment Work
Bid Package No.14 Landscaping and Irrigation Work
Bid Package No.15 Elevator Work
Bid Package No. 16 Precast Concrete Plank & Related Work
Bids arriving after the designated time will be retumed unopened. All bids shall be submitted on the proposal form provided in the bid
documents, and shall be made for the completion of the work in accordance with the Contract Documents. Plans and Specifications as prepared by
Tushie Montgomery Associates, Inc., Project Architect, 3300 Edinborough Way, Suite 601, Edina, MN 55435, may be seen at the office of the
Construction Manager, Minneapolis Builder's Exchange, St. Paul Builder's Exchange, F.W. Dodge Plan Room, and at City Hall.
Proposals must be submitted in a sealed envelope with the following information on the outside: bidders name, bidders address, bid package
number and name of the project.
Copies of the Contract Documents may be obtained from the INSERT NAME OF REPRODUCTION COMPANY HERE upon receipt of a
(non-) refundable deposit of $__ per set. Documents will be mailed upon receipt of a non-refundable $ handling charge. Copies of the contract
documents will be available on or about February 20, 1997. --
No bids will be considered unless sealed and filed with the City Clerk and accompanied by a cashier's or certified check or bid bond payable to
the City of Elk River for five percent of the bid to be forfeited as liquidated damages in the event the bid be accepted and the bidder shall fail to enter
into a written contract and furnish the required bond.
No bids may be withdrawn for a period of 45 days from the dated of opening of bids. The City reserves the right to reject an>, and all bids.
~City Clerk
NOTE: Construction Manager (Greystone Construction) will make submittal of ad to Elk River News, CMD, FW Dodge
& Builder's Exchange after approval of City, Council to advertise
Elk River Star News 441-3500 / 441-6401 fax Cindy
am. Legal Notices, 649 Main Street, Elk River, MN 55330
Publishes Wednesdays, deadline is prior Friday ~ noon, $9.43 per column inch
Invoice: direct to Owner OR c/o CM?
BUDGET,011097 Concept
l 10 J 16 Lighting, upper level
10 ~ 16 Lighting, lower level, strip fluorescent
10 / 16 Lighting, exterior, building mounted
10 J 16 Power, general
10 J 16 Power, equipment
10 / 16 Communication, raceway
10 / 16 Electric ramp heater $ 62,000
I 11 ~ 8 Doors, frames & finish hdwe-exterior
/ 11 / 8 Doors, frames & finish hdwe-interior
~ 11 /8 Hollow metalwindows $ 8,550
~ 12 J7 Roof access hatch
[ '1~ ~; Metal @ top of wa,,
12 Roof insulation, v. barrier& membrane $ 21,735
13 8 Aluminum door hardware & operators
13 8 Aluminum storefront & windows
13 8 Glass & glazing, interior $ 37,316
2
10
22 10
23 / 10
24
6 Rough carpentry -roof & wall blocking
6 Rough carpentry-roof plywood
6 Casework
6 Fire extinguishers
6 Install doors & hardware
6 Toilet accessories
6 Sealant, masonry control joints
7 Roofing, metal roofing & flashing
$ 32,175
$ 30,713
Light gage metal framing
Install frames @drywall
Drywall & flaming
Drywall & framing @ vestibule ceiling
Ceiling, acoustical
Furring & gyp board @extedor wall
Exterior wall insulation & vapor barrier $ 35,652
EIFS & sealants $ 22,850
Concrete floor sealer
Floor coating @ cooler, epoxy urethane
Exterior painting
Paint, intedor walls
Paint,deck & joist $ 13,500
Carpet & base - $25 / cy allowance $ 13,344
9
9
7
9
9
9
9
9
9
9 Vinyl tile & vinyl base
9 Hard tile @ toilets
6 Entry mat
9 Hard tile @ vestibule
2 Landscaping
Irrigation
Dock shelter
Dock leveler
Dock curtain & pads
$ 4,820
$ 16,230
$ 5,800
Overhead doors, 2 each
Hydraulic elevator, standard cab
10,600
3,000
28,000
NEW ELK RIVER MUNICIPAL LIQUOR STORE Greystone Construction Co. Page 2
BUDGET.011097 Concept
NOTES:
1 A/~ fee Q~J ~uaed, ss requested by TMI
2 Mass s*te grading provided by Owner
3 Site uolities stubbed into properly
4 NO painl & floor finishes in lower level
5 Lower level to upper level elevation 10'-8" assumed
6 Masonq/. ulili~y brick allowance $1,000/M; colored rockface band and base
7 Suggest squanng off lower level to match upper level framing, maintain 5,000 sr,
see MP for sketch
8 Elevator incJuded
9 Car~et in sales floor, office & break room
1 0'Round" or segmented cooler is a concern, addl design development reqd,to budget
1 1Extenor lellers 'Northbound Liquors' 24 inch height non-illuminated; for illuminated ADD $7,500
1 2 Marquee. red LED reader board, 2 lines. 3' x 20', inside conlmller & Iraining, inc~d. ~ $30,000
13 Input needed on cost of humidor & conveyors
14 Cooler- Southtown & AA Equipment not interested in budgelJng
a curved or segmented cooler. Carlson provided $81.841 budget
but not involved in liquor store projects.
NEW ELK RIVER MUNICIPAL LIQUOR STORE Greystone Construction Co. Page 4
BUDGET,011097 Concept
subtotal, d~v~sion 2 through 16 $ 936,065
CM fee $ 35,570 '
· (3.8% OF ACTUAL CONSTRUCTION COST, REVISED 1/10/97)
General conditions
°° (ESTIMATE; ACTUAL COST PLUS 10%; SUPER
-VISION (~ $48.501 HR; VEHICLE ~ $3501 HR)
$ 58,077"
Special conclit;cns $ 14,387
subtotal, division 1 through 16 $1,044,099 rewsed 1/9/97
Architect fee $ NIB
Architect site inspection $ NIB
Equipment, cooler & refrigeration - Budget figure
provided by Fritz
Equipment, shelving -UL 37 ~ 4.51f new,
$1504f
Equipment, shelving -UL,40 ~ 4.51f relocated
Equipment, shelving, lower level - NIB
Equipment, checkout fixtures
$ 100,000 ESTIMATE
$ 24,975 STREETER
$ RELOCATED
$ NOT IN BUDGET
S 8,000 ESTIMATE
Equipment, exterior signage, 3 sets $ 8,500 Sign Solutions
Equipment, communication system $ 3,500 ESTIMATE
Equipment, alarm (intrusion, fire suppression) $ 2,500 ESTIMATE
Equipment, surveillance system $ 5,000 ESTIMATE
Equipment, point of sales / registers-
relocate existing $ RELOCATED
Equipment, conveyors - 2 each $ 5,000 ESTIMATE, NOTANTHONY
Equipment, ice machine - relocate ex. $ RELOCATED
Equipment. humidor $ 2,500 ESTIMATE
Equioment, caged area, 30' sq, LL $ 1,000 Es'nMATE
Equipment, compactor - relocate ex $ NIB
Equipment, ATM - relocate ex $ NIB
Equipment, wine merchr. - relocate ex. $ - N~B
Equipment, marquee reader board $ 30,000 Sign SolulJons
$
Equipment. misc. (office eq., carts,
janitor, card validator) - allowance
provided by Owner $ 10,000
Subtotal. Equipment $ 200.975
G'and total, $1,245,074
NEW ELK RIVER MUNICIPAL LIQUOR STORE Greystcne Construction Co. Page 3
Gen.conditions estimate 121696
GENERAL CONDITIONS
Prolect Vehicle
Proiect Supervision
Mobilization
Temporary Heat
Temporary Utilities
General / Final Clean Up
Temporary Enclosures
General Winter Conditions
Portable Toilet
~ Project Office
Project Telephone
Safety Requirements
Gas & Oil
Shipping, Postage & Courier
Dumpster
SPECIAL CONDITIONS
1 IBuilders Risk Insurance
' 21Concrete & Soil Comp. Testing
3tContingency
4 IDesign Consultants
· 5!Engineering Consultants
6lSurvey Work
.. 7!Payment & Performance Bond
Phase I Environmental
not used
WAC
;uilding Permit
:oning fee
Off-street parking fee
Water hook up & meter fees
Soil Bodngs
subtotal, special conditions
5 Mo
866 HR
1 LS
0 LS
1 LS
1 LS
1 LS
0 LS
5 Mo
5 Mo
5 Mo
5 Mo
5 Mo
8 Ea
$ 350
$ 48.50
575 /s ~K
I LS
1 LS
I LS
1 LS
I LS
1 LS
I LS
4 UNITS
0 UNITS
1 LS
, I LS
I LS
I LS
1 LS
550.00
1,500
1,925
$ 1,100
S
165
330
275
138
165
83
435
1.00
2,500
1,200
9OO
5,622
500
200
190
1.7---~'------'----
42,001 ~
550
.
1,500
1,925
825
1,650
1,375
688
825
413
3,476 $ 58,077
575
2,500
NIB
NIB
1,200
NIB
NiB
3,600 Me~Coundl
City
5,622 "'
500
200
190 ~"'
NIB /S 14,387
Need to confirm w/E.R.
##
Page 1
bOC:~ p~AN -
Tu~hl~
A~o~tgom~.rY
Upper LcveJ
l'-,,,F;k . / ',
,~..1- ~. :;% ., /' -.
"'(~)
SALES FLOO~
C~'FICES~ TOILETS~ ET_C.
+CrT'AL UPPER LEVEL
I. E>creer~e<:J items by outer.
:2. HoLe, I~li~douu (~ in room 102 is spondrel Glass.
i. Nfl,. STUD NNj~ 1'O CO1411taJ~ UP 1'O I"IEI'N.' I~:~f"
f"~-~_INAL L Th"P E,~
4,4<:14 S.F.
I,~ .~.F.
2, I"/~ S.F.
&, Or-d4 .~.F.
QTOi~P OF HALL DETAIL
Tuehle
Moetgo~. ery
Asm°~n~'
C.~' Te r'l~h Reof
EL.EV,
G.~C)UTt-I ELEVATION
~ ~ --~ ~. ~.~. --~.-
GNOI~THEA,.~T ELEVATION
a 4'-0'
GFRONT ELEVATION
~.,,~LE I/~' - I~-~'
Tuehle
,~tgc~. cry
Inc.
"- ~ - ',-. ..... p~ by M~ ~mltbg ~ ~
-
~ ~ ~7.~6 S ~ to ~t~t ~ ~ ut~ ff~ ~ ~ ut~ ~ m ~ ~ ~ ~ ~
~ 1.04~ ~ 4. ~ ~s u~ ~ ~ ~ ~ ~ ~. ~ ~ ~ r~ of ~ ~
IN~A~ ~ ~ OA~
" "', - ~0~ ~g ~ ~ ~
~ j ~ u~ ~
70:96
.G~,ADINO ANO STT)~M SEWE~ IN
', MnOOT R.O.W. TO B~ OK)
j ', SID~I~lI~..Y BY CON'~ACTG¢~
$ 02'03'08° W ............. - .................. ~
.94 r'~ue I
0-2
BORINGS5 ', ,
F,.AS~MDeT
~:,TnRE ,, / ..j-~>'~' DESCRIPTION OF PROPERTY
~ F1~,95~.5 eO~N¢ '", / .~.~ LOT 1. BLOOK'-'-'--"--~. HI--LIPIDE r..~OS'-'---'-'-~N(~.
~ ~,. _ ,,/ :~:" "' s~rBur,e cou.n,. ,.,,esot^.
'" T CONTOUR
~ :/. ,,/-.. //' =-=---- - ~a~mz$ e~s~.~ ~ cum a,o
.. / ,~.,,-' / .... '- ...... // .......... m~otF, s e~s~.¢ ~
,~'/ // ~ / ~' .~ _ ~ ~,~.~
/
TOP NUT HYDRANT, W~ST SIDLE OF EVANS ST. N,W.
150'(+/--) NORTH OF lg.~D AVE. N.W..
/ ELEV.- 950.91
BUII.~NG - 7858 SF'
PARt(]NO - 25,038 Sir
4.5 CAR PARIQNG SPACES
24 PRO¢~' OF PARKING
8 CAR-TRAiLER PARKIN~ SPACES
ALL EASEMENTS SHOVel ARE PER RECORD PLAT.
ALL CURB AND GUTTER ELEVATIONS SHOWN TO TOP OF CURB.
EXC~T FOR SANITARY SE'~. WATERMAIN. AND
STORM SE~ - NO UNDERGROUND UTlM11ES LOCATED.
SEE SHEET C-2 FOR PROPOSED UllUTY INFORMATION.
NORIHBCXINO U~UOR ~
Pt~LIMNARY GRAOI~ PLAN
EVANS STRELrl' / 1G3RD A~DJUE
f GENERAL NOTES LIST OF SHEETS
RI. NEI~'SS~Y ~/OIt I~I~III~D TESTS.
TOT~
ELK RIVER, MINNESOTA
CONSULTANTS
~ ~ ~ ~)~70 ~~,~ ~ ~ ~)~ ~P~ ~dY~
ABBREVIATIONS SYMBOLS MATERIALS SITE LOCATION
FL~ ~Q ~ ~'~ ~ 'P~ ~T~ ~ SITE
~ -~ ~ ~ -~T r~ ~T -~T ~ -~ T~ -T~ ~ ~ ~ ~
~ ~V -~VAT~Y ~ -~ ~ ~C~
-~1 itt ~0 -r~ ~ -u~y QT -~ rtl
CT
~ .~ ~ ~T N ~T ~ -WA~ ~
~ '~ ~ (~ ~ -~T TO ~ ~ '~ ~ ~ -WA~ ~
DTL -KT~ ~W -w~ ~ '~ ~ ~ -~ ~
m:\0dgn\elkrJver\cdset\0coveP.dgn Feb. ~3, ~997 08: 44:05
Tuehie I
A4ontgo~. ery I
? ii~ -I--- - ~,: .-~ .~" ' . / _-- ' '. i' ·
~ / / -... I .- ., -,, ,.
~ . / ~ '-.. ~ ~ ~ , i '. ~t ~.o.w. ~ ~ ~ '--.. - .....
',, '~,~ ~.~ ','.v": h~ ~ LIQUOR "~ ~'''''' .... ;~
~ .~. ~ ~ ~?~.5 e~tN~ ",, ..~" LOT 1, BL~ 1, HI~ ~OS~NO,
-... '.
--.~. .~' ~'. . . ~ ~ ~ ~' . ~- ~ ~.~ ~
,.. .. - ~ ~ ~ ~ ~ /t · ,~.
'.. ..~ ~ ~ I ~/ /
' % ' - ' ' '~ l~' / /
~. ~ TOP NUT H~RANT, ~ST ~DE OF EVANS ST.
~nst~ ~ r~ 1~'(+/-) N~ ~ ie~D A~. N.L
~ . o~'~' w ~ ~_~ , ~;~__~ ~ ., ~ ~ ,.. ,. e~. - o5o.~
~ ,,.-~-~ '-- ." ~S~'~;~ ~. ~ " ~ - 7. ~
'~-' ~~~~ ..... ~'" · ~. · ~- ~x~ " ~ ~ P~.G ~
/ ' (~1~ ..... ~~ ............. 'x ~ "~ ~ ~ 24 ~ ~ P~l~ ~ CU~ AND ~R E~VA~ONS SHO~ TO TOP ~ ~RB.
~ '.' " I _..., .. ~, ..... r~ ~ 8 c~-~ P~G ~A~S EXiT FOR SANITARY S~, WA~RMAIN, AND
~ , ~-~:~; ;~;~. ".~ "~ ........ ~ STeM SE~ - NO UNDer. ND U~U~ L~A~.
· ,, .~ c~-~' , ~%~ ~ '..
"-. ~g;>;~' ', ~'"~. ~-. ~E ~ C-2 F~ ~0~ U~U~ INFOMArt.
' "-. '-. ] II ___
~dRE MESH R~INFORCEMI~NT --~ /-GJ~O1DCnLE FABRIC
POST ~ACING--SEE NO'IE ~./ FABRIC ANCHORAGE TRENCH
~ ,J~FF BACKFILL WITH TAMPI~ '
mRr.C'~O~ OF ~,1 1 II
NOTE: SILT FENCE DETAIL
1, SILT FENCES CONS~JCTED WI~'I SUPPORT FENCES, POSTS ~'-IALL BE
SPACED AT 10' OR L~SS, AND DRIVEN AT LEAST 2' INTO ~-IF GROUND.
2. SiLT FENCES CONSTRUC1~:D ~ITHOUT SUPPORT FENCES, POST SHALL BE
SPACED AT 4' OR LESS, AND DRIVEN AT LEAST 3' INTO 1HE GROUND.
/-BALES PLACED ON
~NE OR WIRE -~ ~EDOE, BUTIED TIG~T_~..
A ,_,,,X, , .~,,, /,.
PO~T A MUST BE '~X ..... _
..................
~"3' EARTH FILLrl STD. 1.33 LBS. PER FT. n
\ , II METAL FENCE POST - 6' LONg I
\ ~/~[ F---- SHow /I t--- s~ow
\ r'"T"~ll ~CE ~11 FENCE
x~, I ~tl IBau~u~tcHcH[~I I I jl
¥'"~'2' I I r"L_ 4~ I 75' l~"~"" '~mw"Immal r/-~-r-
STAKE d II · o~ I s_o~J STAKE ~ JJ t
BALE HAY 0~ STRAW DITCH CHECK
TO BE U~ED V4'~l SNOWFENC;: AT LOCA'noN$ AS SHOWN ON PLAN
ALSO TO Br' USED MTH OR Y4THOUT SNOW FENC~ AT OTHER LOCATIONS AS
DIRECTEO BY 'tl-IE EH~INEER.
EROSION CONTROL DETAIL
REMO~: CAP SCREWS
FROM CURB BOX WI-IEN
CONCRE~ HAS
36 1/2" _
JJ
35 1//4'
CURB BOX AD.~ISTABLE 6" TO 9'
-1 7/8' ~ 6' ~
I F6]~ 173/4', J~[l~'~ ·
'. ~'T
CASTINGS SHALL BE NEENAH R-3067-V OR EOJAL
(NEENAH R-1735-TYPE F ORATE OUT OF CURB)
STANDARD INLET CASTING
GROU1EO IN Pt-AC[ - 2'
CONCRETE ADJUSTING RINGS -
MINIMUM 2 RINGS
MAXIMUM 6
STANDARD
SECTION A-A
PRECAST ECCENTRIC
CONE
PRECAST CONCRET[ --
'IHI$ AREA MAY BE
PRECAST OR BLOC~
MANHO~ FLOOR SHALL BE
SLOPED TO PROVIDE SMOOTH .-
FLOW FROM INLET TO CULET.
TYPE II OR EQUAL
1-1/2' 2331, ~ ¢1A ~F_AR
llUMe4OU~ TA~< COAT
1-1/2" /331. TY~ 31B ~J~
SUBGRADE CONDITIONS *
SlL*IY SA,NOS
_ _ _
1-1/2" 25~1, ~ 41A ~
BI1UMI~3U5 TAO( CO~T
1-1/2' 2331, TYP[ 310 BASE:
SUBGRADE OONDI~ONS *
1' SAND SUBBA~ O~R SILLY SAHDS
PAVEMENT THICKNESS DESIGNS REFLECT UGHT DUTY LOADS. REFER
TO AET 1~96-2561 FOR HEAVY DUTY LOADS.
REFER TO AMERICAN ENGINEERING TES~NG, INC, EVALUATION FOR
PROPOSED UQUOR STORE-EVANS ST. NW, NEAR 193RD AVENUE
ELK RIVER, MN. AET JO~ N0:96-256~, DECEMBER 11, 1996
STANDARD MANHOLE TYPICAL PAVEMENT SECTION
CA$~NG
EQUAL ~ ADJL;TING RINGS -
MINIt 2 RINGS
-- -?. ', ~ ':.: MAXIMUM 6 RINOS
d
~ WALLS · BE CONSTRUCTED
._ ~ OF PRECAST SECtiONS OR
(j CONC. SI WEE BLOCK.
· . VARIABLE c BLOCK SHALL BE PLAS1ERED
t I I I IiI~ = ~
· '~ -" .' ~:'} * ;.',~ OFFSET STEPS AROUND
PIPE. MA~MUM DISTANCE
FROM FLOOR TO BOTTOM
SI~P - 16'
MANHOLE FLOOR SHALL BE
SLOPED TO PROVIDE ~aOOTH
FLOW FROM INLET TO OUTI. ET.
CONCRETE SLAB -
CRETEX TYPE It O~ EC~JAL-
NO1E:
TH~ TYPE:MANHOLE SHALL BE USED
WHEN SPECIFIED OR VI HEN THE MANHOLE
OEPTH IS LESS THAN EIGHTFEET.
SLAB TOP MANHOLE
NO1T_:
ORANULAR BEOOING
ALL COSTS OF [XCAVA~ON BELOW GRADE
AND PLACEMENT OF GRANULAR BE:DOING
SHALL BE INCLUOEO IN THE BID PRICES
FOR PIPE II~*MS.
CLASS B PIPE BEDDING
WIDTH OF WN-K
~ 4.'-0' MIN.
A-----J
FACE OF CURB
ROUND ALL SLOPED INTERSECTIONS
~ APPROX. 10:. 1 SLOPE
14'-0'
I~(FOR B616 QURB & GU'ITER) J
J EXPOSED AGGREGATE-'"A
CURB
AND
I
SECTION A-A
(~) SURFACE TREAIMENT - AFTER NORMAL CONCRE~ FINISHING, EMBED
AGG$IEGAT[, MEETING THE REQUIREMENTS OF SPEC.3137 CA 70
MOOIFIED TO 100~ OF THE MATERIAL 1/2" TO 3/B' IN SIZE, IN THE
GREE~ CONCRETE.1HE EMBEDDED AGGREGATE SHALLPROIRUDE AT
LE. AST 3/16' ABO~E:THE CONCRETE SUEFACE. THE ~
AGGREGATE MAY BE UGH~.Y I~NSEO TOWASH MORTAR OFF OF IT.
PEDESTRIAN CURB RAMPS
SUITADLE MA"~AL
i ~-.- NATIJRAL GROUND
THE BOTTOM OF THE ~ENCH SHALL BE SHAPE~
TO RT THE PIPE BARREL FOR AT I.[A~T ~
OF THE QUI~IDE DIAME"II[R. THE REMAINDER OF
THE PIPE IS SURROUNDED TO A HEIGHT OF AT
LEAST 6" ABOVE ITS TOP BY SELECT FILL
MATERIALS. PLACED BY HAND TOOLS AND
COMPACTED TO COMPLE~3.Y RII ALL S~ACES
UNDER ANO ADJACENT TO ~ PI~
NOTE~
ALL COSTS OF EXCAVATION BELOW
AND PLACEMENT OF GRANULAR BEDOINO
SHALL BE INCLUO[D IN THE BID PRICES
FOR PIPE rl~.
CLASS C PIPE BEDDING
B612 CONCRETE CURB AND GUTTER
(LO~'~O~W.~. SECnON)
TRENCH DRAIN
M~lch
~ CAR, PARJCING ~t:'ACE~
C~llp~r
NEI~ I..IOUOla,
STOP, E
/
m:\0dgn\elkr]ver\cdset\0]l-0-lrJ.dg Feb 13, 1997 08:2[~:57
I River Birch
Mulch Bed
3 CILr~p
2 C~lor~do Blue ~x-uce
crab
I
C, lu~np
2~, Hard .~tTub
I. All m %o I~ ~ f~ curb
alang Highux~ l~q )
2. All ~ ~ ~ ~
PLANT LIST
ABiSR. C,4:3P1'1¢~ NAME 31'Y. B~I'ANICAL NA~E ~IZE la ~ ~ · ~R~
Tuehie
A4o~tgo~. cry
Inc.
QSTOP SIGN DETAIL
(~FIANDICAP PARKING/ FIRE LANE SIGN
:SFIRUB BED DETAIL
Q~;::~EOFMUL¢.--2~-I DETAIL
REEN HALL DETAIL
HO
Q~2REEN F~ALL DETAIL
CONC. SIDEINALK
QBOLLARD DETAIL
(,._~TREE PbANTING DETAIL
I
{~ENLARGED SCREEN HALL PLAN
%
ASF~t~d.T
{~)SCREEN INALL DETAIL
(~/-'l~m ENT DETAIL
Tu~hk
I
N~ ~.1~0~
~TO~
/
/
72' -8"
/
/
/
/
/
/
,/
m:',OdgnX, elkp~veP\,cdset\aJ O]s~) dgn Feb 13, ~997 08:30:0B
,/'
/
Tus~ I
Inc. I
N
SALES FLOOR
COOLER
O~FICE~, TOILI~T%/ L~FC.
TO~AL UPP~ LEVEL
C~¢ncral Notes:
t. ~creer~d itenne by ouuner.
2. Not~, INindouu (~ in rc~n 102 ie spandrel
RIMI. T,6J,IT GYP.
I. Al.l. s'rl~ ~ TO CCNT~4J~ UT) TO I~T~I. I~.
TNE I~NIIIMID CBLII~.
QINALL TYPES
4,4q4 .%.F.
I,~
2,1'/~ ~.F.
&,JO~l. $.F.
(_OF INALL DETAIL
~' ;' ~,~
M°~stg°~. erY
Inc.
GFLO0~, PLAN - I.~u.~r'
).N
/
/
/
-/
/
/
/
\
m:\Odgn\eIkr]vep\cdset\a~-2 fp dgn Feb 1], ~997 08:32:21
Tulhi~
~o~$tgom. cry
Ifl¢.
['repot
VAUI.T
ICE ~III~.ID~
M,h~FAc'ruI~'$
IN~TAL.I.ATION It~:~UII~DIEI, ITS
m:\Odgn\e]kriver\cdse[\al-3-rp.dgn Feb ~9, ~997 08: 32:48
DRAIN DL~'AII.
· 4~ip'~ I,,cdder
G~.~.-II~I~P~.~, LADDER / ROOF HATCH DETAIL
Tu~hie
4¢~natgor~. cry
Inc.
QRE:FbEC. TEZD C. EIblNG PI-AN
@
x ~ AC~U~flG~. ~ID~
~ TO
PLAN
REFL.E~"TED CEILING
PLAN
Or~ ~y J
I~
~ s,--o' o,c. ~
ELEVATION
C.J, In E,I.F.~..
~ e.',-0" O.C..
Alumlnm~ ~
G.~3UTH ELEVATION
BRIC),:: LEDGE
GNORTI-IEAST ELEVATION
~ 1/~' .
R 4'-0"
R 20'-_____0'
~, 10'-0"
GFRONT ELEVATION
~ I/~" - l'-Oa
Tulhi~
A4o~,tgo~. sty
1110.
m:\0dgn~,elkr]ver\cdset\a3 0ws.dgn Feb 13, 1997 08: 34:46
I 1/2' INIUI.&~
k\
2'-4'
\
RI:III ~ II~I~'IAT P
-- FI,.~ rlAT
-- ~UARI~r' TIL~
N.
I
I
I
!
O,~e, ction ii Fleer
O.SECTION · ENTITY CANOPY'
~ S/4~ -
Tush~
d4o~.tgor9 ery
Inc.
i/
CURVED i~IALL
~URVED
k4ALL
I~K
OPLAN
5,ECTION
QSECTION ~il CURVED hlALI-- .~IADO~ ESOX
W ~;m4c. I~
:)0000
114'-0" b(/~
V~RIIry
FFE
COOLER _
Tumh~
/14ontgo~. ~ry
Inc.
PIT DE'TAll. FOR:
I"1ECHANIC..AL.,~ ~ I::X~K LEVELERS (~ ~ECTION~ ,,,.. ,,...THRU 1F~.MP
.0. SLAB
Q~EC'I, ION ~ LOADING DOCK
PI_AN DIAGRAM
Tueh~
)Hontgon). ery
Inc.
BALI.~T
R-22.2 POLY-I~OCY'ANURITE
RIGID IN,~U L.
I I,/2" I"ITL, DECK
~'I'EEL
BENT
ALUI'IINUM
2' ~. TOPPIN~.-~
$'T~ BI~
~ STRUCTURAL
5/'~" P'.C.. GYP.BD.
VAI~ BARRIER
BAT'I" INFLATION
$" I'IETAI. CHANNELS
$/4" E.l.lr.$.
EXT. PL'f'I~KX~ TO I~-&"
"J" BEAD TYP.
5T,~d~IDING ~
I"IETAL ROOF
R-2:2.2
RIGID IN~UL.
I/2" PERLITE BOAI~
B(~$TRIN~ TRU~E~
SEE: $~ FOR: SPACING
DOl~l"~,l~ RADIUS.
SEE $'rRucTURAI..
NOTF-~, SEE
VERIF
!
!
!
/
/.
GENERAL NOTE:
FOLD ~,TANDING ~,EAI"I 1RC)Ot= 5¥5TIE~I INTO
GUTTER..
PAINT BI~NT PLATE TO P'IATCH STANDING
PAINT :gPIRAL DUCTING - A ~EPARATE A~,C, ENT COLOR
]~FFEI~NT FIa. OP1 C.E]UNG C.~ TO 1SE ~ED BY
/14ontgo~. cry
~II/
Inc.
iii
I 1.4I iiIli i~
QENLARGED PLAN
~ 1/4" ·
QENLARG?3 VE.~TIBULE PLAN
~ I/4" -
QENLARGED RE~TROOI"I PLAN
1/,4' - I'-0'
Q INTERIOR ELEVATION / RE~TROOI'I
~ l/al' - I'-0"
F,~h 1~ lqq7 OR: 39:57
GINTERIOR ELEVATION / HATER CCX::)LER .
.~TAIR ! I ELEVATOR
OENLARGEDPLAN
~.~,,,.. ,.~ /'"g%ENLARGED PLAN .~TAIR 2 (~.HANDI~AIL DETAIl.. ~GUARDRAIL./NANDRAIL DETAIL
,,ANDRAIL DETAIL
Tueh~
A~. tgo~. er~
Inc.
Pre, la~t ilf~dlawt 111
d IX
QSECTION ~ STAIR 2
F.F.E.
"r.o. ~,u..,O OOO(
oooooloo
QELEVATOR SECTION
{~ELEVATOR PLAN (P LOINER LEVEL
Tushl~
a4ontgom~ry
4ssocia~
Inc.
6~-~ fm a.NO-~.t5
C~c~,d ~, ~rr. ~
Date 2-14-97
Ii
ROOI"I FINI,~N4 SCHEDULE
IIIIIIIIIIIIIIIIIIIIIIIII
~-~¥ ~oo,,,, Illl[ ,lq Ill.,
~ ,~],]]1,I., II, I I', ,, II
,,III,,
~ Iffil I I I ~1 I I I I I I I Iq I I I'1 I'1 I I I I I bi I I I
~ ~111 I lei I III I I I ~11 I ~11~11 III I ~11 I I
~ ~111~ IIIIII II II ~1~11 I IIIII bllll I
~IT~ ~111511 I Illl I I I I bi I I I I I I~ III II I~ I
~,~'~,~,,,,, ,, ,,,., ,,,
141 IIII] ~IHI
~ ,~11 I I I I~l III i i~ ~ i i i i i~ i iii i i i~ iii
~. ~.~ II~l I I I I II I I I I ~l I I I I ~11 III II I~ I
III
~,,,,,,,II II
II ~ Ill
II~ II
Illlllll~llllllllllllllllllllll
III Ill
,,,I~
,,,
II
'"III"III]'II"II~
'",,,, ,,
HARDWAR SCHEDULE
QININ .,1~. IN ELEVATIONS
~?,L-~, I/4 =
DOOR ELEVATIONS
G -~"ZAL~? I/4' . I'-0'
® (9 ® ®
TuolYe
~ont~om. ~.ry
Inc.
GJAMB. D,,E'~I'~, A I L
QJAI'IB DETAIL ('~HEAD DETAIL.
G~I~LL, DETAIL /'~t-IEAD/JAVB DETAIL
I/~~ ,,, 1'..~~ ~ ~AI..~, 1 I/'/' - 1'..-0
GJAI'IB DETAIL
~KI.~, I I,'~' - 1'-¢
QJAMB DETAIL
G ENLARGED DETAIl
~C.~U..E~ 1 I/2' - I'-~
QENLARG,,ED DETAIL (;~ENLA~GED DETAIL ('~ENLA~GED pLAN DETAIL
Q ENLAR~ED PLAN DETAIL
~,~a~t~, I I,/~~ - I'"-0~
Tua~e
A4ontgom. ~.ry
A~OCIG~
Inc.
~-~m 8y
F't*oj~ot ArddtK~ TM
NOTE: PROVIDE FORMED JT. EDGES
OF LANE POURS. PROVIDE SAWCUT INTERIOR SLABS - SAWCUT AFTER
JT. TRANSVERSE TO LANE ADJACENT SLAB IS POURED.
END OF POUR ~ EXl~RlOR SLABS - TOOL JOINT.
1/8"
-- --~- /2" DIA. SMOOTH DWLS ~ 18" D.C.
x 18' LONG w/2-~4 SUPPORT BARS
AND CHNRS, CENTER ON JOINT. GREASE
FULL LENGTH, PLACE PERPENDICULAR
TO JT, & HORIZ. TO F1NISH SURFACE.
SEE SPECIFICATIONS FOR
VAPOR BARRIE]~ REQUIREMENTS I
SLAB JOINTS SHALL BE WET CLFF
IN GREEN CONCRETE6 TO 8
HOURS AFTER PLACEMENT.
'I'~SLAB CONSTRUCTION JOINT
SLAB JOINTS SHN. L BE WET Cb~
IN GREEN CONCRETE 6 TO 8
HOURS AFTER PLACEMENT,
SEE SPECIFICATIONS FOR
VAPOR BARRI~ REQUIREMENTS
'2'x~SLAB CONTROL JOINT
CONCRETE WALLS: H: 2'--0" MAX.
MASONRY WALLS: h : 8" OR 1 '-4"
2H
FOOTING ,,~
z ~ ~ PIPE - SEE; MECH. ~
AIL 15/~3. LEAN CONCRETE F'c=2000 PSI FILL ~
OR COWPACTED 3/4" ROC~ BELOW
F1DOllNG. EXTEND BEYOND FOOTING
EDGE HORIZONTAL SAME DISTANCE
MECHANICAL I~D4CH.
P2
V
BASE PLATE
4-3/4"# A.
_~l~OF PI.Alii F1
'-~ ~,.) /
3/4"x12"xl 2" w
4-3/4"~ A.
BOT. OF PLAII~ EL
~(-10'-2 InI')
D
~KEN S
SEE DET I
52'-0"
x 1'-0"
w/"2-~/5 CONT. BOT.
TYP. U.N.O.
P1
(-m'-o,')
xC ~FP. BASE PL. U.N.O. X ~
./ '~/ ',.. 3/¢"x11"x11" w/ ~/ / ~
~ ~ / 4-$/4"~ A. BOLTS / ~ ~,
/, , -- BOT. OF PLATE El- ~,. ~" . /
/ ay x (-lO'-2 ~n") /V'q
1"x13"x13" */ ~ ~
~LTS / ~./' ~ C.~
,BOT. OF PLATE EL ~, /~ /
(-10'-2 1/2")/ /y",~ · STAIR I-~NDtNG
SEE DET. 6/34.
BASE PLATE
d 2"x12" w/
BO[PS
INT. FTG'$.
I ~. U.N.O.
P2
(-6'-0"]
PIER SCHEDULE
MARK SIZE MATERIN_~mcAL
RE~IC0RCIND TIES
Pl 16" x 16" M~ONEY 8-~5 1~2 ~ B" D.c.
P2 14" x 16" MASONRY 8-~5 ~2 · R" o.c.
P3 12" ~ i6" MASONRY 8-)15 t2 · 8" D.C.
NOTES:
1. PROVIDE DOWELS FROM Fig. TO PIER. klATCH VFRTICAL REINFORCING
SIZE )~ND QUNYTffY. PROVIDE 4n B~R DIA. LAP.
2. ~]ES SHAll BE 3/4" CL~ FROM INSIDE OF BLOCK FACESHELL.
3. PROVlDE 3 ADD'L TIES ~ 2" o.c. ~ TOP OF PIER.
4. TIES SHALL BE PROVIDED 3 PER SET THUS:
w,/'2-~5 CONT. ROT.
~ RA~p. SEE ARCH.
FOR DIM'S AND SbN3
CONTROL JOINTS.
ETG. ,Y-O" x 1'-0"
WALL.
SEE ARCH. FOR DIU'S
AND SLAB CONII~OL JOINTS.
WAY
FOOTING SCHEDULE
MARK SIZE REINF
A 7'--0" X 7'--0" X 1'--7" 8-~6 EA. WAY
B 5'-6" x 5'-6" x 1'-2" 7-t5 EA.
C 5'-0" x 5'-0" x 1'-1" 6-~5 EA. WAY
D 4'-o" x ~'-0" x 1'-0" 5-~5 EA. WAY
tF 3'-0" x 3'-0" x 1'-0" 4-~5 EA. WAY
FOUNDATION PLAN
1/8" m 1'-0"
NOTES:
1.
~FERENCE ELEVA]]ON (+0) EQUALS ELEYAI~ON 100'-0" TOP OF P.C. PLANK.
EE PLANS FOR I~LEVATIONS NOTED (-) FROM REFERENCE.
2. FOOTING ELEVA~ONS GM~N TO TOP OF FOOTING AND NOTED [-) FROM REFERENCE.
5. FOO~]NGS ARE CENTERED ON WALLS AND COLUMNS. U.N.O.
4. U.N.O. DENOTES UNLESS NOTED OTHERWISE.
5. DOT ON PLAN INDICA~[S ~5 VERTICAL WALL REINFORCING.
6. AT STNR OPENING, PROVIDE HOR1Z, BOND 8~dS w/
2-Is CO~. AT [L~V^aoNS (-a'-~") & (-S'-S").
EXTEND 1 '-0" MiN. BEYOND P.C. OPENING.
Tushi¢
Montgom¢ry
ssociatcs
Inc.
3300 Edlnborough ~ay, ~1
· ~lnneapolis, ~nne$ot~ 554~5
612-830-8208 fex 850--8215
Neleon-lhu:lJe & ~ssoein~s
Coar, dUag
J5'70 Uaiweraity Ave. Went
S~te 140
St. Pm~I, ~ 55114
617~2,100
et~/847-4tP, o (~)
Drown By DUO.RL~
Project Engineer DWO
Checked By
Date 2/1 ¢/9 7
CITY REVIEW
NOT FOR CONSTRUCTION
'4"~PIPE TRENCH AT FOUNDATION WALL (CONTRACTORS OPTION)
F FACE OF BRICK
SEE ARCH. FOR
BRICK & tNSULAllON.
~5 OWL ~ ¢'-0" o.c.~.
CUT PL~NK ARO~JND ~ ~~
SEE Plan ~ ~
12" CONCRE~ ~LOCK
~S~2DETAIL
'~ DETAI L
FACE OF BRICK
~ SEE ARCH. FOR
J(----BRICK & INSULA'RON.
DWLS. ~ 4'-0"o.c.
S:
~r~. 1' !"~J BREAK PLANK AT EA.
.'1 DWL & GROUT SOED.
BY P.C. CONTRACTOR.
~3 DWL x 4'--0" 0 EA GROUT KEY.
· .
~"5 PIN ~ 4'-0" o.c. ~/~,, I ~-'J~-' I~
DRILL AND SLEDO[ SOUO/ ~R~.-'~.-.-.-.-.-.~~ Jll~
I~P. WNJ. RE]NF.
~7'~ DETAIL
kS~2DETAIL
BASE PLATE
3/4"xSx10
4-3/4"~ ~ BOLT~
B. PL (-~TE
3/4"x12x12
B.PL
3/4-"x 13~ 13
3/4"xSx10
PLATE
3/4"x12x12
4-5/4"~ A, BOLTS
__ B.PL (-5 1/2")
1YP. U.N.O.
"xl i xl 1
Bl~.
1/2'~8xI¢
52'-0"
~" BRG. PLATE
BRG. PLATE
BR~. PLATE
~V4"x 11 x1.1
3/4"xl 2x 12
'~5/4"x 11 xl 1
3/4"~ A. BOLTS
(-a
3/4"x 1 lxl 1
4-3/4'11 A.
I~L (~~ 1,
~4-"x 1 lxl 1
4-5/4"~ A. BOLTS
B.PL (-6 1/2")
SEE FOUNDA~ON PLAN
FOR RA&(P.
SEE FOUNDAllON PLAN
FOR SC~'E]fl ~4..L AND
LOADING OOCR SLAB.
BRG. PLATE
MAIN LEVEL FRAMING PLAN
1/8" - 1'-0"
NOTES:
1. REFI~E]~CE ELEVAllQN (+0) ~ EL-KVATION 100'-0" TOP OF P.C, PLANK.
SEE F't,ANS FOR ELE'VA~ NOTED (-) FROM RE~ERENC[.
2. TOP OF ~ BF.~ ri (-0'-8") l~'P. U.N,O.
$. SEE DETNL 9/S4 FOR TYPIC, N- OPENING 1HRU PRECAST PLNdK.
Tushi~
/Hontgom ~ ry
A ssocia[¢s
Inc.
3500 Edinborough ~4ay, il601
/Rnneopods, ~nneaot= 55435
612-830-8208 fax 830-8215
Nebea-Rudie &
C~mulU~
2675 t~ntverait~ A~. Wewt
Suite t40
SL Pm~l, M[q 55114
8 tP,/847-4t20 (FAX)
Drown By I~IO,RLS
Project Engineer OflO
Checked By DAN
D~te 2/14-/g7
Revisions
CITY REVIEW
NOT FOR CONSTRUCTmON
FJ r L~ ~-~s VERT. e 4'-0" c.c.
.~~ T'rP. ED(T. V/ALL REIN F,
SEE AI~¢B. FOR BRJ(~'(~ F~4 FSEE PL,A,N
AND ~NSULAnO. PJL,'r I , '~' ~.
1-~5 CONT.~=~'
~5 DWL IJ 4'-0" o.c.~ I
I /11 I r-SEE PLAN
J- ~' .' J~.--.~_.J~-~ SEE FDN. PLAN FOR
]~~ FTG. SIZE AND REINF.
3" CL~
TYPICAL FOUNDATION WALL
1'-O" ~ 1'-2"
CLEAN FREE DRAINING J
K ~ CONniE BLOCK W/
IIIIIII
~J ~J ~. ~. DUR-O-WAL
1', c~ ~. ~l/Ji AT ~s" o.~.
O.L.
~'1 ~,~-~;:>?F II I/ rSEE
NI ~-~ ~%,~,~ IJ r ,i,
. SEE P~N
O~N ~LE SEE
ARCH FOR SIZE ~ ;'/.',~)".'~ SEE ~N. P~ FOR
' ' ~ ~,';~ ~]c~j ~G. SIZE AND REINF.
~p.
~2'~TYPICAL BASEMENT FOUNDATION WALL
VERIFY ~ENCFI DIMENSIONS c¢~ ~-m~lm ~'~
........................... R TRENCH
W/ L.I¥1L U~Wlm~ ~ ~ ~ C~ER ~D EMBED.
~S7~ DRNN TRENCH DETAIL ~,,
/'-HEADER BY PRECAST
~ / SUPPLIER.
CLr~T1NG OVERRUN~. ~ ~ ~
NOT ~WI~D ~ // k~ ,/~
PER~NDIC~ ~ L ~ ~ ~
TO SP~~
~ENm~S IN S~ ~//// PERMm~ P~L
~ ~E~ ~PP~E ~ ~ SP~.
~'9~TYPICAL PRECAST PLANK OPENING
SEE T'fPICAI_ NOTES
ON DETAIL 2/S2.
STEEL COLUMN SEE ~ ~
PLAN FOR SIZE. ~
STEEL BEAM SEE
PLaN FOR SIZE.
~'13~ DETAIL
SEE PL~I FOR ~ER
SIZE AND REINF.
1/2"xSx12 Pt.. ~,/4
3/4-"1~ A525 BOLTS
GROUT AND BLOCK
..J BEAM POCKET SOUD,
3/8" STIFF. PL.
~B S,OE.
SEE PLAN FOR
ZBRG. PL. SIZE.
.,"---SEE ARCH FOR
// STAIR LOCATIONS
,' :"" :"" :"".'i':.:'.;::.:'.'i':.:'.~',.:'.';" "" '"'
~S~4 ~I~L THICKENED SL,A8
~"10'"~ DETAIL
3" CL ~SEE FDH. PLAN FOR
FTC. SIZE & REINF.
/3'"'~TYP. INTERIOR COLUMN &: FTG.
6" ..~ ~1'-~,,. 4'-6" VERIFY w/ARCH.~, 1'-0"~-
'~ r~ T r~/_ 3 x 3 x 3/16 w/1,/2,, D~ ~] ~SFF ~/S~ FOR
/ I I tx 5" STUD BOLTS · 1'-0" c.c. [ i
m m J tPROVIB~ ~IGLES ~ROUND DOCK m i
m ~ ~L_KVELE~ AND ATOLrpSIDE EDGE J .~'"J_ J'-~u
/ I I &0F DOCK PROJECTION. MITRE /
SFO~TIP~I~,I' F~T Rigid INSULAllON
7'~SECTION THRU DOCK LEVELER
4" ~IFY ~ ARCH.)
SF~ ~ FOR --~'
B F.~,~ SIZES
L4DOOR~ · 12" ~'fPIC~L 4 SIDES
THUS: 2; ~L
~E ~ ~ S~ ~g~ ~J
. -2.'..:
~'IS~TYPICAL ELEVATOR PIT DETAIL
: $4 /-',.'-..~-
CENrI~RUNE OF ~
COLUMN AND J
BA.SE P~
4--3/4" DIA. AB.--' /
w/DOUBLE NUT /
2 -,..~'4" DIA.
~ w/gOU BLE NUT
1 1/~" ~' & WASHER.
~fP' / ~(9" MIN. EMBED.)
~S~ FDN. P~ FOR~
I~ pLATE SIZE:S.
/'4"~TYPICAL BASE PLATE
· .8".. J~'L.FACE OF BRICK
~ SEE A~CH. fOf~
~ I I. BRICK & INSULATION.
I J~ I ~--~ROUT COLLAR iT.
I/I I I SOUD BET BR~¢K
............. r J I I AND BLOCK BELOW
~S~4 FOUNDATION WALL AT LOW GRADE
SEE TYPICAL NOI'T_.S
ON DETAIL 2/S2.
~8'~C~ '-~"~1 FACE OF BRICK
--'--r---SEE ARCH. FOR
J(-~BRIOK & INSULATION.
sEE P~-~ _~'~- I
'~12"~ DETAIL
Tushi¢
/Hontgom ¢ry
,4 sso ci~tn~cS,
5500 Edinborough ',Nc~/, iii601
//inceapoiis, Mnr~otq 5.5435
612-830-8208 fax 830-8215
Suite 140
SL P~ul, MN 55114
6 tP-,/~7--~-1J~
Crown By I~IO,RLS
Projec~ Enginear BMO
Checked By
CITY REVIEW i
NOT FOR CONSIRUCIION
SEE PLAN
Ig CENT~RUNE COL
" FACE OF
I I /~ STFFENER PLA~
.q~ ii.,.~ 3vi' - wlB · UNB~
mm
m I ~ 1/21, cN:~ F'LA~
//~_ A325 BOLTS
I/~- I/ C~~ '~'="~TS COLUMN
SEE PLAN
rl~'~BEAM CONNECTION TO COLUMN AT EXTERIOR WALL
,~ss~/~,~
ROOF OPN'O - VERIFY
SIZE, LOCATION AND
I No. w/ARCH. & MECH.
1/2 x 3 1/2 x 1/4- ~ ~.J:...~)IM "A"
O'--4-" WELD TO JOIST. J ~-T ~)~
~ ·m m
zi2 1/2 x 2 1/2 x 1/~-J~ OMITZWHEN DIM "^"
F'PJ~E IS L~S TH~ 6"
NOTE: AT ROOF ACCESS PROVIDE
/ 4 x 3 1/2 x 1/4 (LL.V.)
'5'"~TYP. ROOF OPENING DETAIL
GROUT & BLOCK BEAM
POCKET SOUD. D ~ [~ ~ 3/8" STIFF. PLATE
WHERE PLATE IS NOTE ~ EACH SIDE
ON PLAN STOP 1
FROM W. NJ_
~SFF PLAN FOR
CAULK JOINT BELOW BEAM STUD BOLTS,
SEEPLAN FOR V~RT.
WALL REINF. PROVIDE
1-~5 MIN. FTG. TO PLATE.
'2~'~IYPICAL BEAM BRG, ON MASONRY
THAN 125~im. ~/
LOAD LOAD
NOTE:
ADD ANGLE TO JOiST IF CENTER UNE OF LOAD
LOAD IS OVER 6" FROM PANEL POINT CENTER
CENTER LINE. ANGLES TO BE PROVIDED AND
INSTN-LED BY GENERAL CONTRACTOR.
~6~"~JOIST REINF. FOR LOADS OFF PANEL POINT
~ss~y
(36/~- PATTERN) ~
;56" WIDE SHEEr
(30/4 PAl-FERN) ~
30" WIDE SHEET
:: TYP. WELD PATTERN AT
L~PS AND INTERMEDIATE
SUPPORTS,
1.1YP, WELD - 1/2" ROUND EFFECTTVE FUSION DIAMETER,
2. WELD EACH FLUTE AT BUILDINC EDGE AT END SPAN.
3. WELD DECK AT 12" B.C. AT P~RALLEL EDGE SUPPORT.
4. SEE SPECIFIC. ATIONS & GENERAL STRLI~qlJRAL NOTES.
5. AT DECK ~IDELAP, PROVIDE. 2-tf12 TEK SCREWS PER SPAN
TYPICAL (AT THIRD POINTS),
'3~'~TYPICAL DECK WELD DETAIL
SEE ARCH. FOR STANDING
SE~ METAL ROOF.
BOWSTRINO JOIST
w/EX~NDED TOP
CHORD.
CON'T, L 5x3x1/4
METAL STUD SUPPUER
CONN.PROV1DE SUDE CUPAT SIM.
SEE ARCH. FOR METAL
STUD CLOSURE WALL.
SEE PLAN
STEEL
JO~ST
~- STEEL BEK~
f7"~ROOF DETAIL AT VAULTED CEILING
L2 x 2 x 3/16 EA.~_ . IlffL
SIDE OF COLUMN
SEE PLAN I I'
MIN. BOLTED CONN. h
2 ROW - WS,lO,i2~
3 ROW - W14,16,18
SEE PLAN
C~N~RUNE COL
/l/4V <w~LD sIDEs ' eOT'
r ~ ~6 x 4 x ~ x 6" w/ 1/4"
L ~ / S~. P~TE FOE ~EEL ~1~
~w~-l~" ~ ERE~ON BOL~.
~ ~ A~EE JOIST ~ S~.
I+l ~2-~.~3x
I+1 I ,/~O. ~ OF ~25 ~L~.
~ J ~ LENO~ ~ REQUIRED,
LI ] ~ I~0~
~a I ~0~ k~ ~mu
J 4. ' 3"~G OF L~SE ~GLE
~TO 2" ~D RE~
TO ~L. ~R B~.
~LD THUS:
'~4~"~TYP. JOIST CONN. TO TS COLUMN
STEEL JOIST w/"2-1/2"---~ /~'
DIA. ERECTION BC(_~. \
FIELD WELD AFTER
,JOISTS ARE EREC'~D.
5/B" s'nFF. PLATE ~ '"~
EACH SIDE: ~ '~ ~"1
5/8" - W16 & UNDERi \
,'~2~ BOLTS. 'rS COLUMN~':~
SEE PLAN
~8'"~TYPICAL BEAM TO COLUMN CONNECTION
Tushi¢
A, lontgom ¢ry
Associotcs
Inc.
3300 Edin~rough ~k3y, ~601
Mnmapo[is, A~nne~ot~ 5.5435
612-830-8208 fax 830-8215
I~-I{o4ie & A~
~TB Univeuei~ A~.
Suil~ 140
Paul. MN 55114
at2/~47--4t29
~ By [XdO, RLS
Pmj~t Engineer O~dO
Checked By O~H
~ ~&~7
Revisions
CITY REVIEW
NOT FOR CONSTRUCTION
-R~INFORCING STI~L
-STRUC'nJRAL STEEL
-MASO~
OESION LIVE LOADS
GENERAL SIRUCTURAL NOTES
STI~GI'H Of ~TE, R1ALS
N FOOTINGS F'c = 5000 PSI 0 28 DAYS
WALLS F'c = 4000 PSI · 28 D~YS
5LA~ ON GRADEF~c = ~500 PSI · 2~ DAYS
PRECAST TOPPtNG F'c = ~000 ~ 0 2e DAYS
ALL OTHER F'c = 4000 PSi 0 28 DAYS
EXTERIOR CONCRE~ SHALL CONTAIN 5% TO 7~
ENTRNNED NE
ASTM A615, (~ACE 60 EXCEPT PRECAEI OO~,
AS~d A,.36, EXCEPT TUBES C~S) ~ A$O0,
(~M~E B, Fy = 46 K~
BASEMENT WALLS Pm = ~000 PSI
ALL OTHER F'm = 1.500
-WIND 80 MPH, EXPOSURE 'B'
-RDG~ 40 PSF PLUS DRtFT
-STNRS 1 GO PSF
-FLOOR 125 pF:~'
BUILDING COOE
-UNIFORM BUiLDiNG CODE, lg94
FOUNDAllON AND Foo'nNO~
-k~XIMmJId ~OIL PREEsmJRE USE]) FOR DESIGN: 3000 PSF, GENF_RAL
CO~ VE):~m~F BEFORE PLACING CONCRETF_
-SEE SOIL REPORT No. BABX-96-406 PRE-PARED BY BRAUN iNTERTEC. -FOOTINGS SHN. L REST ON NAIURAL UND~'TURBED SOIL OR WELL
GIld)ED COMPAC'IEO NON-EXPANSNE GRANULAR FILL AT D[FTHS SHOWN.
-SOILS ENGINEER ~ OBSEE~ FOUNDATION EXCAVATIONS .AND TEST
DENSITY OF ERGINEERED RLL BELOW FOUNDATIONS, FLOOR SLAB AND
PAVING.
-EXCAVATE AND RE]dOVE EXlS~NO TOPSOIL, PAVEMI~IT AND FILL WITHIN BUILD'NO
-SURFACE COMPACT BOTTOMS OF FOUNDATION EXCAVAllONS WHERE
LOOSE SANDS ARE ENCOUNI~RED PR!OR TO PLACEMENT OF
ENGINEERED FILL OR FOOTINOS.
-CO~ SHAI-L PROVIDE 'TE~iPOI~N~*Y SOIL RETEN~ON SYS~:M DURING
FOUNDATION CON~TRUC~ON. THE RESPONS~LITY TO PR(~'IDE ~
WORKING CONDITIONS ON THE; SiTE IS SOLD. Y THAT OF THE CON"~RACTOR.
-FOOTING ELEVATIONS ARE GIVEN TO '1~ TOPS OF FOOTINGS.
-WALL FOO'~NGS ARE C~N'~ES ON WN. LS,
-COLUMN FOOTINGS AND PIERS ARE C~;;TERED ON COLUMNS.
-PLACE NO CONCRE'~E UN~L ALL REINFORCING ST[EL FOR THE POUR IS
TIED IN ITS PROPER LOCATIOfl.
-WALL FOOTINGS TO BE STEPPED WHERE ELD/ATION CHANGE 1 VERTICAL TO
2 HORIZONTAL IN VEI~DAL iNCRSI~ENTS OF 1'-4' (MAXIMUM), UNLESS
OTHERWISE NOTED.
-EX'~:R~R WALL FOO~INGS SHALL HAVE 3'-6" MINIMUM SO)L COVER FOR
FROST PROTECTION, MEASURED F~OM BOTTOM OF FOOTING.
-CONCRETE: FOUNDATION WALLS AND EETNNIN~ W,~d_LS SHALL HAVE WEN(
PLANE CONTROL JO4NTS SPACED AT 20'-G" D.C. MAXIMUM AND KEYED
OONSTRUCTION J~NTS AT EVERY FOURTH CON'I~OL JOINT OR BO'-O" o.c.
blAXIMUId. WHEN APPLICABLE, ALIGN ~ WALL JOINTS WITH ~
MASONRY CONTROL JOINTS ABOVF- SEE ARCHITEC91JRAL FOR LOC~ OF
MASONRY CON~ JOIhrlS.
SLAB ON (~AI)E -
-SLN~S ON GRADE ~ BE P~ IN LANE FASHION. BEE PLANS FOR
OONIROL AND CONS'rEucrlo~ JOINT DETN[SL
-PROVIDE A SANO BASE FILL COMPACTED TO A DE~TrH OF NOT LESS THAN 6"
UNDER SLABS ON GEAOE.
--I~R TO PLACI,~ CONOREIE, BASE RLL SHALL BE MOISTENED.
.-tNTE]~KTR EEOOR S~ SHALL BE POURED AFl'ER BUILDING
NI~FOECED CONCRI~E
.-CODE FOR RE. IN~ CONCI~'TE DESIGN AND C04'~STRUCTION - A.C.I.
318.-89.
-R~NFORCINO SHALL BE DETAILED IN ACCORDANCE ¥flTH A.C.L DI~rNMNG
t4N,&IAL
-WI-I~E REINFORCING BARS ARE SHOWN CON~NUOU~, LA~ BARS 40
D4Nd~ AT SPLICE, UNLESS OTHE]~VlSE NOTED.
-PROVIDE SUITABLE WIRE SPACERS, CH,NRS ETC. FOR SUPPOR~NO
R~INFOEC~NG ~ IN PROP[~ POSII30N WHILE PLACING CONCRE1'~ ALL
BAI~S SHALL BE '~ED TO ~ DISPLACEMENT. FABRk~.ATOR SHALL
5UBMff A OO~PI. ElE LIST OF ACCESSOR~ AND P!..ACtN~ DETNLS
SHOP D~
--CN. CIU¥ CHEQRIDE ~ Nor BE ~ IN CONCRETE MIXES.
-CONC~ BEMdS AND COLUId~ TO HA~ 2' ~ COVER ON
--CONCRE-'IE W~RK P~cOEMED IN COLD WEATHER SHALL CONFORM TO ACI
P~EC. AST
.-ALL PRECAST CONI~ETE SHALL BE IN ACCORD ~ THE STANDARDS OF THE
"PRES'IRE~ CONCRETE INSt."
--ALL P~ECAST CONCR["i'~ ~ BE FARRICA'I'ED IN A PLAN~ CE:ETIFIE]~ BY
~ "PR~ CONCRE"~[
-FLEXURAL MEMBERS SHNJ_ BI[ DESI~NE9 TO ~ ALL FLOOR ~.
-1HE PRECAST SUPP!JER tS BES~OflSIBEE FOR THE BESIGN, FABRICATION
A.ND ERECTION OF ALL PRECAST MEMBERS AND THEIR AT[ACHMEN~S.
-HOLLOW CORE SLABS SHALL BE PROPERLY AJ..~NED BE'r~fl~:N UNI~ BEFORE
G~OUTINO.
-,~OL~I' SHALL CONSIST OF NOT LESS 3HAN ONE PANT ~D CE]dENT TO
~ PARTS FINE .$NqD, ARD WA'i'~ SU~lEhn' FOR HYDRATION ARD
Pt. ACEMENT, Pc = 3000 PSI AT 28 DAYS,
-PRECAST pLANK G~OUT KEYS ~ BE ~ TO FULL DEPTH AND
-BLO(I~ ~ BE OPEN END "H" BLOCK, 5TANDARO WEICHT, F'm ~ 3000
F~ MINIMUM.
-MORTAR SHALL ~E ~fPE "M".
-CONCRE'E: Pc = ~000 PSI · 28 DAYS, SLUMP 6", 1/2" MAX. SIZE
-R[BAR ~RADE 60, SEE PLAN FOR V~RT~ REINFORCING ,AT~ !,NSIDE FACE.
GOaL TO FOO~NO W~ ~ VE.~ X ~'-2" LONG · ~ -0 ~'~T.
-BEFORE pU~:~ING I'~ILL AGAINST WALLS, WALLS SHALL BE
FIRST FLOOR FRYING.
REINFORCED 14AS~
-CONC~E'E: GROUT CORE]~LL FOR VEf~CALLY REINFORCED MASONRY WALL~
(F"cF"C = 2500 PSII). SLUMP ~ 6" -8'"MAX. ,, ,
~IUM CHLORIDE SHALL NOT BE USED IN
-SUPPLY VERTICAL R~]NFORC~NG (N 4'-0" PLUS 40 DIA. LENGTHS FOR
LAP.
-WALL COflSTHUCT~)N FOR R~NF'ORCINO BARS ARD INSULATION Fill WHERE
-ALL MASONRY WALLS SHALL BE R~INFORCED AS DE'TNU~ ON DRAWINGS
~ NOT LESS 1~ 1-~5 V~RT1CAL AT EACH ~gDE Of' ORENJNOS,
OORNE~S. I~NS OF WALLS AND ~ SID~ OF CORTROL doiNT$.
GaLVANIZ~ STANO~ WT. R3HT g GA, "OUR-O-'~" OR EQUAL. ALL
REINFORQNG SHALL BE LOCATED ~ 2ND COURSF_.
-SEE ARCHII~CTUIUL FOR LOCATION AND DETAJL OF* VER11CAL CONTI~
dOINTS.
---B[TORE PLACING FI~ AOAINST WALLS, WN./.S SHALL BE CAPPED
FiRST FLOOR I:I~MING.
-SOIL MATERIAL AG~NST WALLS S~ALL BE FREE GriNNING GRANULAR
COMPACTED FILL.
-COBE FOR SIRtJC~JBAL SE:EL BESIGN, FABRICATION AND ERECTION,
A.I.S.C. 9TH EHTION.
-ALL BOLTS SHALL BE: A.S.T,M. KS25, .3/4" MINIMUM DtNdETER
'N" UNLESS NOTED OTHERWISE MINIMUM THICKNESS OF CONNEC~ON
ANGLES ~ BE ~16 INCH.
-BEAM WEB COPES, W'HE]~E: REQUIBED, SHALL BE ~ A 1" MtN. RADIUS.
-NJ. UNTnq BEARtNG ON MA.$ONBY SHALL HAVE MINIMUM OF D"
-S~,. E~ECTOR SHALL PROVIDE THE NECESSARY BR~,CING DURI~ E~CT~
~N~L ALL ~'EEL IS PI.UMBED AND SECURED.
-WELDING SHALL COMPLY ~ PddERICAN WELDING SOOIE-Pf "S~RUCTUR,4L
WELDIN~ CODE - STI~-L" AMS Dl.l-g2.
-WELDING EI..EC~RODES: E-TO XX OR AS OTHERWISE NO[ED.
-VE. RIFY THAT CERTIFICATION OF WELDERS IS NOT tdOBE THANONE YEAR
PRIOR TO TIME WELDING WORK tS PERFORMED.
, STE, EL JOISTS
-COD[ FOR $'fE~,_ BAR JOFJT DE~ION, FABRIDATI(h'~ ARD EREC~ON - S~}EL
JOI~ SHALL BE IdANUFA~RED BY A MEMBER OF THE
-THOROUGHLY CLE~ AND SHOP PRIME JO~ N:'~:R FABRICATION, SJI
-PROVlBE JOISIS WffH STANDARD CAMBER.
-PROVIDE CEILING EXTENDERS ON ~EL JOISTS IN ALL AR~ WITH
FiNISHED CE]UNGS.
-BAR JOISTS SHALL BE REID WEL~--D TO SUPPORTING ~
-ALL BRIDGING MEIdBERS SHALL BE ~ OR BOLTED TO THE JOISTS
CHORDS.
1" X 1" X 1/B" MINIMUM. ROOF JOIST BRIDGING SHALL BE HORtZONTN~
~ JOIST BAYS DIAGONALLY BRACED AS SHONtN ON PLANS.
-JOIST CHORD~ ~ NOT BESJGNED TD SUPPORT CONC~'~D LOADS
~ PANEL POINT~. SEE DE~NL 10/~4- FOR JOIST REINFORCING FOR
LOADS BEqWEE~ PANEL POINTS.
-SEE PLANS FOR METAL ROOF BECK. DECK £REC~ON SHALL SATISFY MINIMUM REQUIREMENTS PUBLISHED BY THE S.D.L
-ROOF DECK SHALL BE MANUFACTURED FEOM COLD ROLLED, CARBON STEEL
SHEETS CONFORbltNG TO ASTM A611, GRADE C.
-DECK SHALL BE PHOSPHATIZED AND (:;PEEN ONE COAT OF MANUFACTURER'S
STANDARD RUST iNHIBmVE ENAMEL CONTNNING AT ~ .~ RUST
-SEE ARCHI~CTURAL FOR AComONAL FiNISH REQUIREMENTS.
-DECK SUPPLiE~ SHALL INDICA~ PLACING SEQUENCE AND ANCHOP~ ON
SHOP DRAWINGS. SEE DECK ANCHORAGE OET. NLS.
-NO MECHANICAL, ELEC~ EQUIPMENT OR OTHER LOADS SHALL BE
SUPPOR~O OIRSC~Y FROM METAL ROOF DECK.
-CONTRACTOR SHALL NOTFY TYE BUILDING OFFIC~ WHEN WORK &$ RF~Y
FOR REQUIRED INSP[C~ONS BY THE BUILDING OFFIC~ IN ACCORDANCE
~ 1994 UBC SECTION 1701.
-PE]~IODIC SPECIAL INSPECTIONS SHNJ. BE MADE BY A QUALIFiED TES~NG
LARORATOBY IN ACCORDANCE VI1TH '~£ PROJECT SP~ClFICA~ON (SEC~ON
1/,10) AND 1994 UBO SEC~ 1701.6 AS FOLLOV/S:
MOISIURE MAXIMUM SOIL BD, ISTIY, F1ELD BENSITY
ACCgrFANCE 1ESTS,
~-,~E ~ (~O~T~ s~)
AGGR~E TESTS, MD( BESIGNS, COMPRESSIVE[5~,
SLUMP, AND AiR ENTRNNMD~T.
RSJNFORCIN~ ~ - (SP~FICAT~ON SEC~ON 32OO) M~LL
~NFORCED MASONRY - (SPEOIHCA~ON SEC~ONS ¢1CO.~220)
DESIGI~ TO ONE-HALF OF ALLOWABLE
STRUCTURAL STEEL - (St~:ClFICA~ON SEC~ON 5100) VISUAL,
RADIOGRAPHIC ORUL~ONIC WELDINSPECTIONS, H~H
INSPL'COONS.
GENERAL NOTES
-VERIFY NJ- ARC~TECTUBAL, MECHANICAL AND ELECTRICAL OPENINGS FOR
~ZE, LOCATION AND NUMBER IN THE STRUCTURE WITH ACCOMPANYING
PLN~.
-THE STRUCTLIBE SHALL BE ADEQUATELY Bg, ACED ANO SHORED DURING
ERECT~ AGNN~ WIND AND ERECTION !-GADS. STRUCIURAL MEMBERS ARE
DESIGNED FOR "INPLACE' LOADS.
-THE STRUCTURAL I~INEE~ IS NOT PESPON$1BLE FOR THE MEANS AND
METHODS OF CONSTRUCTION, NOR FOR THE S~ ON THE JO~IiN~, A.NO
THAT THESE RE:SPOflSBILmES ARE INTENDED TO BE AND TO
-PRIME CONIRACTOR SHALL REID ~ERIFY ALL ~ISTING DIMENSK)NS AND
CoNDmONS pR~IR TO START Gr CONS'IRUC~ON. NOTIFY CONSTRUCTION
blARAGEE OF ANY D~PANCIES ~ CONTRACT DOCUMENTS,
, NOTE
-ca~N METAL D~< AND ~ ~ST ~A~SPEaFI~D IN SECTIONS OSweGO
AND ~IG TO BE PROV~ED BY O~E~ (~OUS~-~ ^WARDED
CON~TOR SHALL UNLOAD AND INSTALL ALL METAL DECK AND BAR
MATERIN_ STEEL CONTRACTOR SHALL PROVIDE ALL DECK BEARING ANG!..~,
Tushie
A/Iontgom ery
ssocia~¢s
Inc.
5500 Edinborough ~ay, i~o01
~nmapofia, A~innesota 554.55
612-850-8208 fax 8.,30--8215
~75 University Ave~ le,t
$~ 140
8L Paul, lin 55114
612/844~2~00
/ /97 RE~ NO. 0052
Y
C~~- ; ~.PER FOOT.
~ ? / ;~. ~ ,
il /...-~- I ¥,~ ---~--------"~T--;;-,:;;'"'""-~ .... ~--~'-q---~-~ ~ ~ ~ I ~ /
~; ~' ~ ' ' ~ 4" V,T
i ~ - = ~ %2" · 1 ~"
~ / ~
~ /(~--- ~ S~E ~NN~N
~ ~ / / ~
~,,~~ /
~ ~E~ TO raP; P~ ~ mE Sa ~
C~ ~ SEE, ~TDN A~ EL~AI~, '
~UPPER LEVEL PLUMBING AND SPRINKLER PLAN
GENERAL S~RINKLER NOTES GENERAL PLUMBIN~ NOTES
1,EXPOSED PIPING IN AREAS WTTHOUT SUSPENDED CEILINGS IS
TO BE RUN IN THE STRUCTURE. (UPPER LE'¢EL)
2. PIPING WILL BE PAINTED BY DMSION 9. nMSION 15
SHALL CLEAN THE pIPING ~ INSTN./A~ION.
3. PROV~ DRY PENDENT HEADS IN THE COOLFRS.
4. THE: UPPER LEVEL SYS~ SI~ DRAIN TO 'n~E EXTERIOR OF
THE BUlLiNG. THE LOWER LEVEL ~ SHrilL DR~N TO
THE STANDPIPE PRO~IDED IN '11-1E BA..~-MEHT NEA~ THE WATE~
SERV1CF-
5. THE SPRINKLER CONTRACTOR ~ PROVIDE A 2" TEE FOR
THE DOMES'nc WATER SERV1CE.
6. COORDINATE THE ROUTING OF 1HE SPRINKLER PIPING IN THE
BASEMENT ~ THE STRUCTURE TO k~NTAIN THE MAXIUUM
CLEARANCE.
7. RE~'ER TO THE SPEC~F'iCA110NS FOR COMPLETE RE~UIRE)4ENI'~
PERTAININg TO THE DE:~GN AND INSTALLA110~ OF THE FIR~
8. THE ENllRE BUILDING IS INTENDE]) TO PROTECITLD ~ THE
SYSTEM INCLUDING 1t4E ELEVATOR SHAFT AND EQUIPMENT RO0~.
1. R~ER TO THE ARCHITECTURAL DRAWINGS FOR LOCA~ONS AND
MOUNTING HEi~ OF THE PLUMBING FIXTURES.
2. ~ D(PO~ED P1PING IN ~ WIIHOUT (~ILING~ ~ BE
R(AJ]ID) IN 'D~E Si'Rb%'qURE. [UPPER LEVEL)
3. I~ ELEVA"r~ONS .ARE NOI~-D Vfl'TH A BOX AROUND THE
ELEVAIION. THE ELEVATI(~NS ARE REF'ERENCED TO AN UPPI~
LEVEL FLOOR ELEVA'flON OF 100'--2" TO THE TOP OF' THE
UPPI[~ LEVEL FINISHED FLOOR.
COORDINATE THE ROUllNG OF THE SANITN~f SEWER ~D WATE~
UNES IN THE BABEMIE~fr WiTH THE STRUCTURE TO I,,UdNTNN
THE MAXIMUM ~E.
FOR
i sCHBdATIc //' z
OF THIS ~
SEE 10/M3.
IdAINTAIN C~CE -- SITE DRAIN FOR
ELECTRk~,L PANELBOARDS, _/:-' SPRINKLER SYSTI~.
COORDINATE w/ DMSION ~6, ~ SEE 11/U3.
%.. >- ~.:
~NT uP.
2" LAWN IRR~;A~ION WITH RPZ
~ B~:KFLDW F~EVENTE~
AND AIR COMPRE~SOR PLUG.
SEE 13/M3.
ASSEMBLY, SEE 10/~3.
~_-- ___--
5'-~' FROM BUILDING --
AND CONNECT 'TO PIPE
PROVIDED BY SrlE UTILITY
CONTRACTOR. VI~]~FY %
SIZE, LDcA*nON ~ND
ELEVAT)ON. ~; -
1" DO~ESTIO WKI~R ME'rER CLOSING VALVE '~ = ~ ~_ L UP TO SIA~4ESE
' -- CONNECTION.
WATER ~
EX'TEND 2" LAWN IRRIGADO~ SEA, ICE 5 TAP. YN.VE IS %_/
BUILDING ~ID CONNECT 'TO pIpF PROVIDED BY TO Cl..OS[ UPON
BURY 2'-0", VERIFY SIZE. ~110N AND ElEVATIOn. SPRINKLER FLOW
.UlLD~NG ~D CO.N[Cr TO P,P~ P.o. om ~' sm~ ~~ I 'x/ .~ N on n r----q4 ~ ~1 ./
UllUlY CONTRAC'TO~, VERIFY SIZE, LO~AllON AND LOWER LEVEL PLUMBING AND SPRINKLER PLAN
8
Z
Tushi~
Aaontgom¢ ry
Associatcs
Inc.
3300 Edinlx)rough
44nn~apolis, ,4~nn~mta 55435
612-830-820~ f~ ~0-~15
Nelson-Rudie & /lmoe~.f.~
~7§ U~ive~sity A~e, West
Suite 144)
St, Paul, 1~ 55114
618/644-?.400
61~647741~0 (ll'~v)
Drawn By
Checked By SFR
Dot e 2/1 4./9 7
REv'EWI
HOT FOR CONSTRUCTION
14"X10" TA I
wm-I ONE LG-1
GRILLE AND ONE
SC,4 GRILLE.
BY DMSIO~ 16.
SEE
s
THERMOSTAT FOR
R~J- 1, MOUNT · .~--
2'-0" &F.F,
~ EXTERNALLy INSULA'I~ -,
AND BREAK ROOM.
ELECTRIC HEAT
~' DIV1SION 16.
ELECTRIC HEAT-
BY DMSION 16. ~. -
OAS SEAMCE AND 2.0
ME'~ BY LOCAL OAS
COMPANY. 550 MI~
TOTAL CONNEC~_D LOAD.
COOLER,
PiPiNG SHOWN OASHED
IS ON ROOF, SUPPROT WITH
VKX)O BLOCKS PER
SPECIFICATION ~c'noN
15480. FOR SIZING AND
VALVE CONRGURATION SEE:
~2.
PIPE: UP I~IROUGH ROOF.
UPPER LEVEL HVAC PLAN
0 ,t* 8 16
SHUT-OF~ VALVE -q MBH J
GAS PLUG VALVEn I T
2,0 P~IG METER ~
P~URE, 5.50 MBH
TOTAL CONNECTED
LOAD.
F GAS COCK, UNION
.~ D~RT LEG · HEATER.
G~-~--~J REGULATOR 0(4 ROOF.
GAS COCK, PRESSURE REGULATOR.
UNION ,~ DIRT LEG ® ROOFFOP
UNIT, IYP1C. AL.
UH-1 100 Ml~rl
TOTAL 550 M(~rl
LOWER LEVEL HVAC PLAN
Tushi~
Wlontgom ¢ry
,4 ssociatcs
Inc.
5,300 Edinborough ~Ioy. ~601
· 4~nn~apolis. Atlnn~ota 55435
612--8,30-820~ fox 830-8215
N~lson-~ud~e & Assoc~L-s
~7§ Ua/versity A~e, West
~ Paul. ~R 55114
$ t P./a~4-g400
81~./647-41ao (r~)
Project Erx:Jineer MDW
Checked By S~R
D~te ~'14/97
Revlaiona
ICITY REVIEW
NOT FOR CONSTRUCTION
Y
I~'NT RI~LATOR I~ COOl' ~y/ I0'--0" MNMUfl TO / ~ ~ 1~ ~ ~ ~~~ ~/ ~F~ / F~ CO~NUA~
V
12" LONG, 6"X6" ~O ~ ~ ~. SE~N ~ ~ ~ ~ o A nN~ED CEIUNO
~ ~ ~ ~ ~ · RE~TOR ~ ~ ~ ~ ~ ~K
~ ~ ~ ~ ~E REQUIRED)___ ~
x l~ HVAC ~ CONNECTION D~AmL ~ ~2~C~S "B" CHIMN~, SINGLE CONNECTION ~ ~3~ROOF UOU~D ~HAU~ FAN ~ ~4~HORmZONTAL UNmT H~TER D~AIL
~DE ~S TO ~ ~ ~1 ~ ~ __~ NO~ 2'~" ~R W~ ~
/~TE~ ~EN ~D DI~Y ~2" D~N ~/Y~ ~' ~/~2'-0"~ ~ CO~N~ IN~ ~I~N~
~m~No. m~ ~ ~ON ~.
N~A ~S ~/~1 I~
~ PR~URE ~GE ~ ~ ONLY ~ ~E / ~* ~' -
Fl ~ ~
~ ~ ~ ~ ~:~ ~ ~E~ N~S:
....... [~X~ ~ ~ ~RU~ ~ ~. ~ FOUR, (4). ~4"
~ .~ 2" ~N ~H ~/
F5~FLEXIBLE DUCT CONNECTION - DI~USER ~ 2-1n"x ?-1~" x4" ~ ( ~ V~BLYOR m~~ ~ ~DENR~2~[
~S~E C~N~ ~ ~ ~ ~W~,~ ~F. ~ ~ ~~PER~ ~8~ WATER LINE E~ENSION D~NL
~M I,O. SU~ U~ U~lO UNE HOT ~ UNE
~ ~-IA ~-18 CI~ 1 Q~UIT 2 CI~U~ 1 CI~IT 2 ~ UE 1 Cl~ff 2
~ ~ H~ ~ . ~ [ 6" COM~ ~ ~D ~CE V~ ~ C~ R~l~.i ~:iL~ ~ ~UIO L~ -S~ V~
fg~E~C~)O ~A~R H~R P)PINO-SUSPENDED ~ fl O~SPRINK~R PIPING SCHEMATIC ~ fll~OPEN SITE D~N D~AIL ~ ~12~REFR)GE~ PIPING SCH~A~C
· 18" D~ S~P
TO ~ DRNN.
~ID~WASTE ISOU~RIC ~14~WATER ISOMERIC [15~CK~OW PReEnER D~AIL (3/4"-2" SIZE) ,~ ~16~ SUMP PUMP ~D B~IN D~AIL
Z
Tushi¢
~ontgom ¢ry
A ssoc~atcs
Inc.
5500 Edinborough N,k~y. t¢601
4~nneapolla, 4~inr~aola 55455
612--850-8208 fax 8~0-8~15
N~n-~Die & ~.~i~t2s
Coa~d.t~ ~3~taem'~
~57~ U~tversity &ye. lest
3uite 14.0
~ l~a~, ~ 5511~
Dra~n By ~
Project Engineer MDW
Checked By SFR
Date ?./1
Revlaiona
NOT FOR CONSTRiCTiON
SYMBOL5
Roof Dean
FLCO~ D~N
VENT THRU ROOF
~DOWN
E~ UP
~ UP
~PED UNE
WALL HYDRANT
CONTROL VALVE
~ YN.VE
~ v~w
GLO~E VALVE:
~LY VALVE
UNION
PIP(: TO REMOVED
<~ 'r'ER~rN~ O','PE)
~ ~ (~)
CONNECT TO E~IST1NG
1HER)dOSTAT
I~MPE~TUF~E SENSOR
DCW POINT SENSOR
DUCTWORK
ARE DN~PER &
ACCESS PANEL
SMOKE DNdPER &
ACCES~ PN~IEL
ROUND OUCT, SIZE
SHOWN
EXHAUST NRFLOW
SUPPLY OR TRANSFER
RETURN AIRFLOW
MANUAL VOLUME
~ DAMPER
DUCT DROP
BL~K-OFF SHA~
· ~DE OF DIFFUSER
SUPPLY REOISTE~ (SIDE
PIPING
--- --DOMES'AC COLD WATER
.... DOMESTIC HOT WATER
--O-- G4,S
--SAN-- SANITARY WAST~ GRADE
~ ~ SANITARY WASTE BELOW GRADE
--AY&--RAINWATER LEADER ABOVE GRADE
--SD--STORM BE]OW ~
--v--v~ ABOVE GRADE
--FP--FIRE PROTECTION MAIN
-~COND--- CONDENSATE DRAIN
f 1 '"~ MECHANICAL LEGEND
2 ~ MECHANICAL ABBREVIATIONS
m~sm,~c~ AJR TERMINAL SCHEDULE
i MODEL lYPE S(ZE VOLUIWE
CONTROL MOUNTING REMARKS
LV1 1HE~I~IJSER VAV OiFRJSER MO0~. TF.-HC -R 6" NECK INTEGRAL LAY-IN M~IUIrl~qU RED AOUI~, HEA~NG &REU ET
SG2 X,~HD R~k/T.A. GRILLE 12"x8" NONE SU~ACE ALUMINUM 45' FIXED FINS
SS1 X2HO S.~ REGISTEE 6"x6" 0~) SURFACE [XXJ~IIF DB%ECTOR~ ALUMINUM
SS'/ X2HO S~. REG~TEE 12"x8" 0~0 SURFACE D~JBIF DEFLECTOR, N. UMINUM
S~1 XSHO0 R.~/E.~. REGIS3~ 8*~xB'' O~D SURFACE AUJMINUM 45' AXED RN
SA7 X3HO0 R,~..A. EEOlS~:~ 12"x12" 060 SUEFN~: ALUMINUM ~5* FIXED AN
SC-4 X3HD R~/T~. GRILLE 18"x10" NONE SURFACE ALUMINUM 4,5' FIXED RNS
SR21 X`IHO0 R~./~. GRILLE 48"x30" 0~0 SURFACE ALUMINUM 45' FIXED FINS
SW6 SLAD75-RD UNEA~ DIFFUSER .3 SLOI~ INTEGRAL ROLII~) DUCT N)JLISTA~LE PATE~N 5'-0"
SWIO SLAD75-RD UNEAR DIFFUSER ,3 SLOTS INTEGRAL ROUND DUCT ADJUSTABLE PATE:AN 5'-0"
SW11 SLN)75-RD UNEAR DIFFUSER 5 SLOTS INTEOP,~L ROUND DUCT ABJUSTN~.E PATtErN 6'-0"
FIEST LEII~: MOUI~NG SECOND LEITER: PfPE
L = !~Y IN T-BA~ 0 = DIFRF~ J = HEAW [XJ~ SUPPLY I~0. S = SUPf~Y ~EObT~
S = SUR~AC[ NGUNT F = RL1~ RETURN K = HEAVY DUff RET1J~ REGISTER W = MDE ~
R = ROUI~ ST'fi-E, SURFACE M(XJNT OR E~OSED 0 = RETURN / ll~NS~R GRtLLE
PLUMBING FIXTURE SCHEDULE
o!MANUFACTURER TRIM MANUF. ACCES. MANUF. CONNECTIONS
MODEL NO. FIXTURE TYPE MODEL NO. MODEL NO. WST. VENT C.W. H.W. REMARKS
~.CAN STANDARD FLOOR MOUNTED, ~-tURCH AQUA~ETER A,D~.
ELONC~TED ~9500 C OPEN SLOAN ROYAL t~111 4" 2" r- 1/4' - COIdPUAN~
1K ~043.102 1.6 GPF, WHITE FRONT SEAT FLUSH VALVE
2B WASHBEOOK VALVE URINAL 2" 1-1/¢' 3/4 ..... CtW. LEN~D HBC+E.
~6~01.010 WHITE
AMERICAN STANDARD HA]J_ HUNG LAVATOR~ CHIC~GOi~802-317 ~1E~17100
,lB LUCERNE HHITE. CONCEALED FAUCET WllH 1-1/4" ~-1/4' 1/2" 1/2" COMPUANT
~0355.012 ~U SUPPORT WRIST BL~S
EL.KAY ONE COMPA~I!~EI~IT CHICAGO FNJCET C.P. P-TRAP Wfl'H
4F S)NOLE S.S. SINK !201-ONSA-E3-`317 C~-OUT. W^I~:R 1-1/2" 1-1/4' 1/2" 1/2" J-35 SII~NER
GE~R-2S21-L &.D.A. SUPPLY wF~'TOP
FIAT 24" x 24" MOP CHICAGO 889-CC MOP F~A~ER £-77-AA
5F NSB 2424 ~SIN 897 FN.kT~-'r WITH 832-AA HOSE AND 3" I-1/2' 3/¢" 3/4" VINYL BUMPER
~ RMS~ BRACKE~I' GUARD
D.KAY --LECTRIC STANDARD FINISH C.P. P-'DRAP W~ A.D.A. COMPLIANT
6B EHFA-8 NATER CLEAN-OUT, WATE~ 1
~(X3LER SUPPLY w/STOP 27'' &F,F.~ ~ I~-1.
WOOu~ul<u ~ LOOSE KEY PRO. DE SHUT-OFF ~HROME
12A ~65 I/ALL H'ff~RNCT STOP-FREEZE VALVE IN ACCESSIBLE ...... 5/~. ..... qNISH
PROOF LOCA'nON
DRAIN SCHEDULE
Q JOSAM MODEL ws'r VEN"r TRAP REMARKS
30002-6A 2" - 2" W/DEEP SEAL TRAP
21500-I-22 6" - -- ROOF DRNN W/DECK CLAMp AND CAST IRON DOME
30002-7E 2" - 2" GENERAL DRNN ~ FUNNEL
21500-1-22 4" - - EOOF DRNN W/OECK Ct.N~P AND CAST lEON DOME
Tushi¢
· ontgom¢ ry
,4 ssociates
Inc.
5500 Edlnbomugh '~k~y, ~N31
A4nneapofia, /dlnneaota 55455
612-850-8206 fax 8,t0-8215
Nebon-R~dJ.e & Associ~s
ConfulUnf B~taee~
2575 University Ave~ lust
Suite 1,14)
St, Paul, J~q 55114
alP./a44-P.400
ata/a47-41ao (FAX)
Dmw~ By ~N
Project Engineer MDW
Checked By ~
Date 2/14/97
Revisions
lorrY REVIEW
NOT F~ CONSTRUCTION
F~S
D~',~N LOCATION MANUFACTURER MODEL ClOt F,..S.P.W.C ~f1=E DRNE DAMPER FAN RPM ~DISC~ .M~i~i. iAJ~L~ ~ C, ON~O. L ~ VOLT/PH ~ O~P PAN .... CON(:XJff & ~
ROOF GRE[NHECK I I I p~-.1.,~lrl~l.i~,l ,_e ...... rll~l'~'l"~l~ ~ ,~ ..... I .-". I ~ I I ~ ~-~'l IRE s~zE
,~,,80 ~ I'37'' Ic~'''~"'F' I''~ IM°~l'~ I 's l "':' l "" l "" l "" I""l"~h'~l~='<l~c~'~l"~" 1'~20/~ IV4. I- I"~" IL.-', 1~."~-2,',:,
GBSO 300 .375 CEI~IF.BELT MOTORIZED 1050 15 NF NR NR HR16 16 16 S&PBtE/KRtl. 120/1120/1 15/1LB-3 5/4'~-2~12
DISC STARTER I CON1ROL [ [ ~ [ I I
CONDUff
&
OC~
PANEL-CCT
~RE SIZE
RE)4ARtG
1HERMOSTAT ~ I ~
ELECTRICAL HEATERS
WATER HEATERS
E].EC~IC 105 ~0. ~
~lC ~2 ~0, ~
s.~ ~,~l.~I ~
SNOW MELTING EXTERIOR
SNOW MELTING EXTERIOR
SNOW MELTNGRECENIN~
uOOEL STORAGE GPH TE~IP, GAS
ELSF-50 50 27.6 90'%- N.A.
ELS~-20 20 18.5 90~'
I DISC. I STARTER I CONI~OL
NOTUSED ~lql~l~Fl'~lq~'l~'l'NFI ~ ]~.1~ VOLT~H.~ OCP P~EL-CCT ~N~ff~ SIZE
.R NR NR NR NR W~W~r~AT m~ - ~ I - m l.s 12~l ~-18 ~4'~-2112
"""" """" "" I'~l'~l'~lC~"~l- I- I~' I- I~'~ I~lL°-~°''
NR NE N. N. NR -/- I-/- l~ - 1~1 m- mo.5 ~2~1 ~-1~ ~4'~-2~12
ll-IE~OSTAT ~ [ Kn. PROVIDE DISC
INSTALL SNOW SENSOR ABOVE ROOF.
NOT USE])
ELECTRIC WATER COFLERS
DESCRIP~ON LOCAI~ON MANUF~I'URER
WAlI~R COOLER SALES ELKAY
RD~IARKS
BUILDING EQUIPMENT
DESCrIPtION
CO~P,~"TOR
POWEE DOOR
POWEE DOOR
ELEVATOR
MAHUFACTURER
REFRIGERATED EQUIPMENT
EHFA-8 7.8 19o -
NOT ~D
I ~c. I ~.~R c<~m~ T- I ~ I I OONDUff & h"¥~uu'~ I
~p~lqlM~lu~.lq~l,~Fi ~ i~.~[~r~l ~.~ocP PANEL-CCT WIRES[ZE ~ RE]lARKS
PROVIDE Uc~ n~-n CASE SWITCH W/SHUNT-I~IP
ffE~
NO.
iA
lB
lC
2
C~ ~,~G . I
COOLER LTG .
STORE EQUIPMENT
USED
I DISC. I~']'ARTER [ CON]EOL I I I~ m I I
L~ ~ 'KX.T,,~"'I OCP P~ C~
~l~l ~-----I~1~1 ~ I~l ~l ' ~ I - I~NpU~ s~
,, I I iI- I
~ ~ ~w~ iw~w~w~w~ I~ Iw~ I~ I- I~.~ Iz~llLc-3 I~'~-,~z
~61~lW~,~ w~,~w~w~ w~ w~ ~2~.' I- I~.s I~ LC-5
.61~1~,~ W~W~W~W~ W~ w~ ~ I7~ I- I~ ~*-
~ ~ .,I.,I~ W~W~W~,~ w~ w~ ~ I- I~-o I~' ~C-~
""""qq"" ""]"q""l"" "" "" '~' 1-[~l~' ~-'~
DE NE. MA 5-20R
PUMPS
~PI~ON
SUMP PUMP
BASI~ENT AUEORA SW331-10 28 15 '[1/4 1725 115/1
(~NR CONDmONING UNIT
SCHEDULE
)) ~,~) ~( ) ~(1
NR = NOT REQUIRED
WE = tl/R~ E~UIPMENT
NF = NON/~USED
F = FUSED
ES = EQUIP. CONTEACTOR
Z
Tushi¢
4'lontgom ¢ry
ssocia~s
Inc.
Designed By MDW.DLL
Checked By ~
D~e 2/14./9 7
2~7~ Lq~.versity Ave. Wear
Suite 140
St. ?a~ ~N 55114
61P.,/644-P,4OO
51P.,/947-41~O (FAX)
Nelson-~udie & ~soe~tes
3300 Edin~§h
Yl~nneapolia, /l~nr~oto 554.35
612-830-8208 fax 830--8215
c~
Z
O
Xl/
SMTCH
//
UPPER LEVEL UGHTING PLAN
0 4- 8 18
~ I
ALL SALES FLOOR WIRING TO BE WITH 1~10 CONDUCTOR UNLESS OTHER1MSE INDICATED.
HOMERUN V~A CONTA~TOR SEE SHEET E3.
M~ ~ AT g'- 0" ~F.F.
~X S~ ~ISH~ ~D ~ ~ ~, ~ ~N.
M~ J-~X ~ ~ ~ ~ FOR NEON UG~NG ~U~ 17'-~' ~
I~ ~ ~ ~A~N.
I~ ~ A~ ~A~N.
//
~Y/~ LOWER LEVEL UGHTING PLAN
0 4- B 16
~ //
g
TushA
/14ontgomcry
Inc.
3~ Edinborough ~'4~),.
612-~.t0-820e f~x 830-8215
Nelson-Rudle & imo~l~
140
l'&ul, MW 5,5114
elP,/647--4i~O (rLT)
U~NO ~S
R~iona
m
NOT F~ ~N ]
//
18
UPPER LEVEL POWER PLAN
0 4- 8 16
SECURflY £~III:~IE~IT --~
SOUND EGUtPENT ~
TELEPHONE BONED
A.SEE SHEET ME1 FOR EQUIPME]qF WIRE AND CONDUIT SIZING.
B.N.L COflDU[TS TO 3/4" UN, LE~; OTHI~NI~[ INDICATED. ·
D.CO(~RDtNATE INSTALLA]]ON OF C,T. C,N~NET. ME'TE~,U11UTY 11~ORMER,
SER~CE LATEP, N~ ETC. WITH UTIUTY.
MOUNT RECEPTACLE AT O~ING BELOW COUNTER.
PROMDE (4) 5/4" SLEEVES, (2) FOR SOUND ~ N~ (2) FOR ~CURI~
~oNrroR~ s'~. [~u~E~r ~Y OT~E~
~-~OX U~C~O ~N ,cc~ssa,~ ceu~ s~c~ m. SFCUmY C~U~.
~ d-~ ~ ~ ~D ~8 ~ ~R F~
~ ~B-U~ ~D R~ ~.
~ ~ ~OR S~ ~ ~.
I~R RNIS~ ~
PANE].
PANE].
s / //
LOWER LEVEL POWER PLAN
0 4 8 16
g
Z
Tushie
A~ontgom¢ ry
4 ssociat~s
Inc.
3300 Edinborough N~lay.
Yl~nr~opofia,
612--830-8206 fax 830-B215
Nebma-Eu4te & 4ssoe~tes
Suite 140
St. l'a~l, {0{ ~114
UPPER AND LOWER
POWER & SYSTEM PLANS
D~t~n ~y DJH
Project ~i~r ~H
C~k~ ~ ~E
~te ~14~7
R~iona
I
NOT ~ ~N ]
E2
· ~E HECV~IICRL/ELECTfllCPL SOEDULES FC~q
EgUIP~IENT FEEDER & ClflCU~T BHEHKER SIZ[S.
ON ROOF ON ROOF ON ROOF ROOF
CONTRCTOR
C-3
D
ROOH 1~5
~ MRINFLOOR
I~M~L-a~F~" PNL PNL PNL I ~-'~ I
44{3.H'~ETSKcMILOF 21/2'
~ ,
TRRNSFORNER
! 1/9"C.-'~'~3
3"C.*~--~ KC~L ~ ~ 1 1/9"C.--4#3
'-- 2'C.-4#~B BRSENENT
~1"~ ¢O~ER RISER
LIGHT FIXTURE SCHEDULE
R (~ ~ NH ~2~ PENI3PNT 6LOBE
~ ~ ~ ~ ~T ~ITH ~R~ RE~KE
C ~ ~-~4 ~ ~V T8 ~ ~E 4'
O L~R ~-l~ (3) ~ T8 ~ ~Y-IN 5TRT~ T~ER
OI L~ ~~ ~ ~l T8 ~ LRY-~ ~TRT~ T~ER
E L~R ~~~ L~ ~ ~E~ L~ EX~ SI~
E1 L~ ~~~ L~ ~ ~NE~ L~ EX~ SI~
H L~ ~~ ~ ~ ~ ~ ~ L~D DQV~ VlTH ~ ~
~ L~R ~ ~ ~ t~ MH ~ WR~ ~E~ ~TO ~LL
~,~ ~w T~ FIX~ ~Y~
L (2) 4B~W ~ 2~ PO~ ON ~' ~
~ ~N l~ FIX~ ~EM~Y,
L (U ~ ~ 288 PO~ ~ ~'
M L~ ~ ~ ~ ~ 2~ ~ TR~
~ ~ U~ WHI~ ~N S~T
N ~ ~ ~ ~ TR~
~_~ ~ E~Y ~l ILMT
X L~ ~T~ N~ ~ ~ NO ~
Xl L~ ~~ ~ ~N~RL ~TE
ROOF PLAN
~C~LE
LI~T ~ff~ R~
~ NOTE: CO(]R~ICRTE LOCflTION
V(~O ~ W/PIT RC~ESS LROOER.
] ¥/c2qsT GUILD R~
t,,. 6FI RECEPTACLE ~TO ~
I,,~3~'~ELEVRTOR PIT ELEVRTION
k.E3/- ,,~
Tush~
A~on±go~ry
~OClO~ ~
Inc.
Ed,~bof'-ough ~ly, #6Gt
612-83~-82E8 ,Fox 838-8215
Rivmsions
~ FO~ CONS~UC~O~J
PANE~ IA VOLTAGE: 120/208 V., ;~, 4W MA/N: 150 M.L0.
I~tE:~ MOUNTING: SURFACE
KW ~IRCUff BRKR. LOAD SERVED LON) SE:R~ BRKR. CIRCUIT KW
LOAD NO. NO.
1,3 3 20/1 EI~RAI' u~rrl~ ~4.&] 1~3~T.~I.E ~ 4 1,2
1.3 7 20/1 SAL.ES UGHTBG S~LES RECEPFACL~ 20/1 6 1.2
1.3 O 20/1 SFLES um~l~ .Sq. ES RECEPt'ACL[ 20/1 10
t..3 17 ~ .S~LES ~ ~ REC~PI'ACI.[ 20/1 1~
1.0 31 2tV1 Bt~)IO/T UGImNG ~ 15/1 32 O.5
1.4. 37 /2 SII[ LJGHT1NG TIME CU~K 2(V1 3~ 0.1
I.! 4,1 /2 Slit UGH111~ StU~S RCPT 20/1 42 1,0
~ LON~. 44.8 iM
DE]WiDED LO/~ 36.5 Idlt
PANE1..BO&~ Ir' VOLTAGE: 120/208 V., 3~1, 4.W MAIN: 100 M.LO.
NAUF_:~-~-, MOUNTING: SURFACE
KW CIRCUIT BRKR. LOAD SERVED LOAD SE:RV~D Bffi(R. CIRCUIT KW
LOAD NO. NO. LOAD
1,5 1 2Q, fl RF/1A SNOW I~T 20/ 2 1q
1.5 3 20/1 RF/1B ~ /2 4. 1.5
0.5 5 2Q/t RF/~C SNOW JIlT 20 / $ 1.5
t.0 7 20/1 R~/~ E]4/~ /2 6 1.5
1,0 g 2e~ I~J9 ~ MELT ~0 / 10 1,5
I.O II 20/1 RF/4A E~ / 2 12 1,5
1.2 15 20/1 EF/5 ~ 20/'1 18 0.5
1.5 17 20/1 RF~ SiAelRE ~ 18 1.0
0.7 16 20/1 CP/1 ~ ~ ~0 1,0
0.1 21 20/1 uW1 ~ 20/1 22 1,0
6.1 2~ 19/1 k~t'lA SP~E ~ 24. 1,0
1.2 ~ 15 / AG/lB ~ OiLY 20/1 2~ 0.5
1.1 27 / 2 / ~ OI~Y 15/1 26 0.5
OEMNiDg) LJO~. 21.3 kW
PANE1.BO~ lO VOLTAGE: 120/208 V., ~, 4W MAIN: 100 M.L0.
NAME:LU MOUNTING: SURFACE
KW CIRCUIT BRKE. LON) SEA~/ED LON) SEEV[D BR~R. CRCUfl KW
L.O~D NG. NO. LOAD
0.7 3 15/1 F/2 / / 4. 1,7
0.5 5 15/1 E]IT~ / / 3 6 1.7
3/) 7 40/ ~ ~E ~ 6 1.0
3,O 6 /2 / ~ ~/1 10 no
2.2 I1 20/ I~W2 BL/4 20/1 12 03
2.3 ~ /2 / 9La5 20/1 14. O~
1.0 15 20/1 FI~DN GL/6 30/1 16 0.9
1,0 17 20/1 FI~ ~ ~ 18 1.5
1.3 27 20/1 TL~CK L'I~ DISR~Y RCPi' 15~1 ~B 1.6
1/) '~ 20/1 SP~ DIPLAY RCFT ~ 3~ 1.6
3.7 37 ~0 / BZI Sl~ ~ 58 1.0
3,~ ~ / / SP/~E ~ 4O 1.0
3.7 41 / 3 / SPiIRE ~ 42 1/)
CONNECE:9 ~ 57.6 ~
DELUDED LON): 37.7 IM
DPA SCHEDULE
A * 600 (3) 600A DISP. PANEL
B 200 (3) 200A PANE]. LA
c 2oo (~) 2ooA P~l~ 1_6
D 100 (3) IOOA PAHEL LC
£ 2OO (Z) ~2,5A eL/7
F lOO (~] ~o~ m~/1
G 6~ (3) ~ RTW2
~ 6o (3) ~ ~.Vl
j lOO - SPARE
K
* SL:*R%qCE DISCOM~ECI'
CONTACTOR SCHEDULE
NUMBER
DEVICE ClRC~JITE~ ~ CIVIL CC~q4TACT
NUMBER LOAD DESCRIOPTION PNqEL CONTROLLED POLES VOLTAGE AMPS REMARKS
C-1 B!.[~ EXTERIOR LTG. LA-53 2 120V 20A
C-2 SiTE LTG. LA-;~5,37,59,41 6 120V 20A
C-5 RAMP HEATERS LC-2,4.6,8,10.12 6 120V 20A
ELECTRICAL SYMBOLS
MTG. MTG.
0 INCANDE~/HID
~x
2~
2~
~ff UP
~ER
0
60**
48'
48"
48"
48"
,18"
15"
15"
15"
15"
15"
15"
45"
ELECTRICAL ABBREVIATIONS
AR:
AUTO
A'TS
BRKR
BX
B.B.
C
CCT OR CKT
CC~
CLG
CONN
CONT
CONIIq
CR
CUH
DISC.
DIV. 16
DN
DWG
EC
BEC
ELEV
EM
EMS
EQ OR EQUIP
FACP
FOR
RXT.
FLR
GEN.
CFI
GND OR G
HOL
HP
HUH
HV
J
J-BOX
KW
KVA
ABOVE LTG
AMPERE LTS.
ABOVE FINISHED FLOOR LV
AUTOMATIC
ALITOMATIC 'rR/~ISFER SWITCH MAN
BUILDINC, MANAGEMENT ~ MAX
BELOW GRADE MCB
BREAKER MECH
BOX MIN
BASEBOARD MTR OR MOT
CONDUIT MS~
CIRCUIT MTC
CLO~ED CIRCUIT TELFVISION
CE]UNG N.C.
CONNECTION, CONNECTED. OR CONNECT N.O.
CON"~NUED NO.
CONTRACTOR
CASH RF_GI51ER O-O
CABINET UNIT HEATER
# OR PH.
P
DISCONNECT PB
MECHANIC,N. CONTRACTOR PC
D~STRIBLJ'~ON PANEL
DRAWLING
REC OR
EACH RE:CE:PT
ELECTRICAL CONTRACTOR RM.
ELEVATOR S-s
EMERGE~,IC'Y S~HED
ENERGY klA~E)AERT ~ S~C.
EQUIPMENT
F'EE~ER SPt(R
F1XTURE SPKLR
F'LOO~
FULL VGLTAQ~ NON-REVErSING STAT
SW
SUSP.
GE)IERATOR
G~OUND FAULT IN'T~UF~NG TC
GROUNG T~L
'T' STAT
HORSE~OWI[~ UF
HEATE~ U-S-D
HIQH VOLTAGE
V
dUNC'~ON VA
d UNC'T1ON BOX
W
KILOWATTS WP
KILOVOLT.-A~P~RE w'rR
XFMR
UGHllNG
UGHIS
~ VOLTAGE
MANU~_
MASTER ANTENNA TEI_EVISION
MAXIMUM
MAIN CIRCUIT BREAKER
MECHANICAL
MINIMUM
MOTOR
MAIN SWffCH BOARD
MOTOR STARTER S~ffCH
EMFTY CONDUff
NORMALLY CLOSED
NORMAU.Y OPEN
NUMBER
ON-OFF
PHASE
POLE
PUSH BUTTON
PHOTOCELL
PANEL
POLY-VINYL CHLORIDE
POWER
RECEPTACLE
RECEFTACLE
START - STOP
ECHEOULE
SECURrIY
SERVlCE
SHEET
SPACE
SPEAKER
SPRINKLER
SPARE
STAllON
SW1TCH
SUSPENDED
TIMECLOCK/TIMESW1TCH
TELEPHONE
THERMOSTAT
UNDERFLOOR
U NOEEGEOUND
UP-STOP-DOWN
VOLI~
VOLT-AIdPERE
WAI'T~
WEATHERPROOF
WATER
TRANSFORMER
Z
Tush~
· ontgome ry
A ssociates
Inc.
3300 Edinborough ',~a~.
Mnneapofia, /,6nneoota 554,35
612-850-8206 f~x 850-8215
~7§ Un.tverd~, A~e. West
Su.tte 14.0
St. Paul i~ 55114
61;/647-41~o (ri.T)
PANE~O, C4~4TA~TOR, &
SYMBOL SCH[DULES
Dmvm BX ~H
Project Engineer DJH
Checked By ANE
D~te ?.~14//97
SITE UGHTING PLAN
/
/
0 10 20 40
~ I
t~,~7
-- POIF AND RXIlJR~ BY DMSION 16
t'~ND HOLE.
VERIFY BASE PLATE WiTH
F'~E DRAMNG. LEVEL
WA~SHI~ AND NUT. GEOUT
UNDER BASE,LATE.
1/2" CHAMFER
ECl' A.B. 4-1/4
~ BASE. VERIFY A.B. ~ID
BOLT CIR~.E S~ZE M~ POLE
CONDUIT ~ BUSHING
24" BELOW ~RADE
BENO UP AS REi~JIRED.
S~X 5/8'"X102'~(18" D~.
'1~ INTO/~Y W/f3
TIES ON 12" CENTERS.
5/~"X10' G~OUND ROD
s2~PARKING LOT UGHTING POLE STANDARD
GENERN. NOTES
A. NJ. WlRING SHN.,L BE ~10 ~ UNLESS O'IHERMSE INDICATED.
KEY NOTES
Tushi¢
/Hontgom ¢ry
/I ssoc[atcs
Inc.
330o Edlnbomugh ~lay. ~01
~lnn~apoli~. A~nr'*mota 55435
612--830-820~ f¢~ 830-8215
267~ ~h~iver'si~ &~ Vest.
SM'm 1,(-0
St. Faui, ]~' 66114
ela/~?-4tao
SIT[ UGHTING ~
Project Engineer DJH
Chec~e~ By ~E
Date / ~7
Revtalona