HomeMy WebLinkAbout20200831162846217TYPE OF CONSTRUCTION
1 STORY
CODES
• 2007 MINNESOTA AMENDMENT BUILDING CODEBASED ON 2006 INTERNATIONAL BUILDING CODE.• MINNESOTA ELECTRICAL ACT AND RULESBASED ON 2008 NATIONAL ELECTRICAL CODE.• 2006 INTERNATIONAL FIRE CODE.• 2009 MINNESOTA ENERGY CODE.
• 2009 MINNESOTA AMENDMENT MECHANICAL CODEBASED ON 2006 INTERNATIONAL MECHANICAL CODE.
PROJECT TEAM I
INSTALL ATM WITH NEW ATM AND ASSOCIATED WORK.
PROJECT DATA I PROJECT OVERVIEW
• DEMO EXISTING LANDSCAPING.• TRENCH TO BRANCH.• INSTALL NEW ELECTRICAL & TELCO CABLING.• INSTALL NEW LIGHT STANDARDS.• FORM AND POUR NEW ISLAND AND PAD..• INSTALL NEW VEHICLE HEIGHT DETECTOR.•FORM AND POUR NEW CURB.• LAY NEW ASPHALT DRIVEWAY.
• INSTALLNEW NCR MODEL 6638ATM.L I • INSTALLNEWMODEL3877MULTIUSEATMSIJRROUND.
SNH 7.1 NA749'SS"E
0SATH AVE N 403 N
R=6512 2429
00 R 12203
ILI!
U OH ;
C/)-J
F-LU
-J
wzw0
z
oo
<_.I zU- <oo(I)I,—.. 0Lu 0—Ix
WELLS FARGO BANK NEW ATM — BROOKDALE
&ANDATA.B.ANCHOR BOLT
ASV ABOVEA.F.F.ABOVE FINISHED FLOOR
AOL ANGLEALTALTERNATE
BLDG BUILDINGBLKDBLOCKED
BLK'G BLOCKINGBLW,BEL BELOW
BM BEAMB.O.BOTTOM OF
BOW.BOTTOM OF WALL
BOT.BOTTOMBRGBEARING
BTWN, BET BETWEENCCAMBERC.I.P.CAST IN PLACEC.J.CONSTRUCTION JOINTCA.CENTER UNE
CLR CLEARCOLCOLUMN
CONC CONCRETECONN.CONNECTION
CONST CONSTRUCTIONCONTCONTINUOUS
CSK COUNTERSINK
DBL DOUBLEDIA,ø DIAMETER
DIAG DIAGONALDLTDEEP LEG TRAC
DWG DRAWING(E), EXIST EXISTING
OWL DOWELEAEACHE.F.EACH FACE
EL, ELEV ELEVATION (DATUM)
EMBED EMBEDMENT
ABBREVIATIONS
E.S.EACH SIDE
E.W.EACH WAYEXT,EXIR EXTERIOR
FIN FINISHFLGFLANGE
FLR FLOORFNDFOUNDATION
F.F, FIF FINISH FACEFF0.FINISH FACE OF
F.O.FACE OFF.O.C.FACE OF CONCRETE
F.P.FULL PENETRATION
FRMG FRAMING
FTG FOOTINGGAGAGE
GALV GALVANIZEDGRDGRADE
HDR HEADERHORIZ, (N)HORIZONTAL
HGT HEIGHTH.S.B.HIGH STRENGTH BOLTS
INT, INTE INTERIORJNTJOINTJST(S)JOIST(S)LB,#POUNDLGLONG
LONGIT LONGITUDINAL
MAX MAXIMUMM.S.MACHINE BOLT
MIN MINIMUM
NIC NOT IN CONTRACT(N)NEW
O.C.ON CENTERO.H.OPPOSITE HAND
OVR.OI OVEROPEN'G OPENING
PC PIECEPILPLTPLATE
P.T.PRESSURE TREATED
(R)REMOVE
(RIR)REMOVE & RELOCATE(RE)RELOCATEDRE:REFER TOREINFREINFORCING
REQ'D REQUIRED
REQM'TS REQUIREMENTS
RF ROOFSCHEDSCHEDULE
SIM SIMILARSMSSHEET METAL SCREW
S.O.G.SLAB ON GRADE
SPCG SPACING
SQ SQUARESTGRDSTAGGERED
STIFF STIFFENER511.STEELSTRUCSTRUCTURE
STRUCT, SIR STRUCTURALT&B TOP aBOTTOMTHDTHREADT.O.TOP OFT.O.C.TOP OF CONCRETET.O.F.TOP OF FOOTING
T.O.S.TOP OF STEEL
T.O.W.TOP OF WALLTRANSTRANSVERSE
T8 STRUCTURAL TUBING,(TUBE STEEL)TYP TYPICAL
U.N.O.UNLESS NOTED OThERWiSE
VERT (V)VERTICAL
WI WITHWIGWITHOUT
WIR WATER RESISTANT
WHS WELDED HEADED STUD
W.P.WORK POINTW.S.WOOD SCREW
WI, WGT WEIGHTW.W.F.WELDED WIREFABRIC
Hy*HH I MAN Mom_
H- NOTE V KEYNOTE SYMBOL
A
1 GRID REFERENCE
la
NORTH ARROWTRUE NORTH
C DETHJL 9 DETAIL REFERENCESHEET I
I
SECTION SECTION
SHEET If
[ ELEVATION EXTERIOR ELEVATION
SHEET V
A" ELEVATION3{ ROOM V INTERIOR ELEVATION
SHEET I
SCOPE OF WORK NOTE
ROOM ROOM NAMEFlo 1-1
DOOR REFERENCE
WINDOW REFERENCE
DETAILED PLAN/ENLARGED AREAPLAN
PROPERTY LINE
CENTER LINE
DATUM/BENCH MARK
BREAK LINE
LI
S
PROJECT ADDRESS5620 BROOKLYN BLVDBROOKLYN CENTER, MN 55429
OWNER
P.O. BOX 2609CARLSBAD, CA 92018
PARCEL NO03-118-21-41-0001
PROJECT PROPONENTWELLS FARGO BANK525 MARKET STREET21ST FLOORSAN FRANCISCO, CA 94105
GENERAL CONTRACTORCIM GROUP, INC.960 B DISCOVERY LANE
ANAHEIM, CA 92801714.956.2827
5 - A
CV
z
ST SS
S 216.96S N65 2641
PARCEL MAP
CONCRETE WALL
MASONRY WALL
EXISTING 2x4 OR 2x6WALL TO REMAIN
EXISTING WALL/AREA TOBE REMOVED
NEW 2x4 OR 2x6 WALLTO BE CONSTRUCTED
-1 L
To-
Lake Rd
5620 Brooklyn BN'd TI
Minneapolis, MX 65429-3056 .r m \\l Y 1/
.22,12 \\\ /
/ 13933
Pam ) - & Cn,i&v
VICINITY MAP ®
GENERAL INFORMATION
40.0 GENERAL INFORMATION
ARCHITECTURAL
41.0 SITE PLAN
- 42.1 PLAN VIEW (EXISTING)
- ;
A2.2 PLAN VIEW (PROPOSED)
43.1 EXTERIOR ELEVATION (EXISTING)
I ' . EXTERIOR ELEVATION (PROPOSED)
ISLAND DETAILS
GENERAL DETAILS TUBER DETAILS
ATM SURROUND DETAILS
- . 02 DETAILS
DIAGRAMSINGLE LINE
I /' STRUCTURAL - ATTACHED PLANS
- 1-6 KIOSK DETAILS1-2 VEHICLE HEIGHT DETECTOR DETAILS
PROPOSED RENDERING SHEET SCHEDULE
S
RLSNO
A(2)
SYMBOL LEGEND. EXISTING RENDERING SCOPE OF WORK
DRAWN: J. SPIX
JOG: BT-ocicdaje
SCALE: NOTED
DATE: 05108/12
-Dci)U,00.0
w>
i^,rel
z
ccio(9cc
u-
0
UJ r
DRAWN: J. SPIX
JOB: B4dcdaJO
SCALE: NOTED
DATE: 05/08/12
u al°ui
7.FORM AND POUR NEW ASPHALT DRIVEWAY.8.INSTALL (5) NEW CONCRETE FILLED STEEL BOLLARDS. H
D2
9.INSTALL (3) NEW LED LIGHT FIXTURES.10.INSTALL NEW STEEL VHD (VEHICLE HEIGHT DETECTOR - see attached
plans.11.INSTALL NEW COMPANION MODEL 3877 ATM SURROUND.
Dl
12.INSTALL NEW NCR MODEL 6638 ATM.
Dl
13. PAINT NEW LANE STRIPPING.
PROP
OSEDPVI A2.2
I O•I I
LU
c1.
(N) LIGHTSTANDARD
WELLS
(N) 3877 FARGO
(N) 6638\
(H) BOLLARD x5 I I
(N)VHD
- - -
(E) ASPALT DRIVE
z
)PAD ll -I91 (N)SLAND 491-
I I +-2'--I 00F
—eq. 54-314. eq-4
1I'6 10
LU LU LIL C^S.E.nc EIovaUonP _
10 *1114-
NDUiT(GOMMS)
UFT(ELEC)
L - - - J SECTION A-
o
A' 0
W
REBAR (con))
w
Power Requirements
-Atm requires one (1)dedicated single-phase three wire
W
unswitched 3Oamp circuit. cl)PLAN VIEW O
10' __________________ -Surround requires one (1) 20amp circu it.
8_j a
4-10 5,-1
ccca
7Ir B
t o
DISCONTINUE OR #5 @8' E.W.JOB: Brookdale0 RELOCATESTEEL
DRAWN: J SPIX
-
@ BLOCKOUT 7
"--TOP
BOTTOM to SCALE: NOTED
RACEWAY [i
DATE 05/08/12
BLOC LIT
10'
REV
PLAN VIEW SECTION '13-13'
Island Fmunda [an0 A3.1
U °
CD
CD4—.(1)
I-
POWER REQUIREMENTS
70109cC nesnA. nstoe cs-ce-s. see p 055 s.odsplesreay50seosrrnnesdtosttetsccspeodieiey (('sen 5000 ptottlnetss coo,, Etc LRO SI p0050*05 loosen trap 50 sep0O
In sneers pxpso e75'oIts cAbs sspnensi
Cr2 Poo/s RsquItwnnotsIts. tr,00blOsrs 0000etttnl.Otettrrotl ntSV sLsLtd '90105541t5 015
• ION CI ¶020.NOA 0*00Tnemoe,no'n 510.0 ens S t)DN
brps(V0l0c3o Sstt,naTh•ATM eat speeds Per (hole Atoegosprotltsoeosltagee•AVtet-oVllbN0010• 500b2e40 5950111
Pnosnr CobSTInAISI s s77 sdetheeo o 121V-221i12000W vssopp040rtttnp loose (ssdreIsckEW.5tr55 tlPpesnrneeecseoscio220.20000TMo5s5 sep sdehtatooEr rsteiposoeeWinInOrenoten siAN sola%spe,oc-ren,erIors S sJoOndooIl lion rWEeeVaNTsnrpnens cab ssrpooAd! isim)((ll(rnhflAlSiIrIorISiuoso)50 ,nne En engIston-c IstnreqeIeoremLs I,stsssnlonseontrnalS Idyboeaoto'ossstlysBAS 5,
001ARIIING
lOAn noplipntsrt mosth, gruittoAd IsetINseR
Cr00506) S qrdrsnrsntsTo,ATI,teneo1( Irons 15r.phse ,3osrosopy,ioo.nsoIhosod9'oC5ioT-s.oetrsielietnnloslthnc-oto nnsrrne.ypsltrt IASAste000SItsO,eilegu-rIse 000gt5000ts All boon sonteg brotot Issues Ad Sep00 Cnsp1. y1nue (osnepity s 15V 101 len nspnsrel ps-pose dnl09otne penst, Thin (resinsbrceth needs Inst (osprrbs cr.00l Sri be aced IS catTed heaR edto2cn leads sodSan a, oeen350,ea, A 000,0,1 ers,osoos.enSnedOO ceo Rcemps000inOgSFnbe opersiednn len coins brorrdn enroot as COATEt
C LlesegoS eto000p500n. .1 10 -191 `9 coodeePO —1 Onesreoelod loans i sue, Ltd (tenSeSt Ili esos if '(don P.W. Tsp -ood4n9
essnbooEefrorr toe dslibui panel In (so SO rItA peesi pact nbA Es elInuol
esoe neae lsl bonpeoerrorrcNldrceo nna'(ttSOepipS i,lipssnleort
(los. Thsbtodsg poeripo doss oll'n(do(lsntaO'IyFor iNlora rrionr,rtoir, otartolrDots Lnsltatnrer(Potsoioou'otnnsintheOW .I. I/CR SsOSerol2 34 enS 38ATht1SInP1eps.nletR qe muds
NStALIER (5.0 DRILL 0124 DIAMETER (SOLES 50 tOE DRiLLED0(0THE CONCRETE 181 411,1 lose SC-CUllED 00 ORECU C/tOE 55.0000 (AlTOS (-rIO ERN000 5,4 WEDGE ,INCHCSIR
BOLT INSTALLATION
PHYSICAL SECURITYTHE SECURITY SAFE LIEEOS THE 05551 PROTECTION 051 52 5(00 795.ID USC R82. 0100 Ii ORE ATTACK TEST PER UL Nut-IA. (HE SAFE DOORRET 0 POSITIVE PEL00IILC FEATURE. THE SAFE DOOR IN CORTROLLED no(COUP 2 COMBINATION LACE WITH CR OSIOHOUT EEVLOCKCIC DIAL COPARILITYSO OPIIONOE ErEr_ORUtoO LOCK.
ALARM PROTECTIONTHE UL-LISTEO SAFE IS EQUIPPED WITH A Basic 51906 SENSOR PACKAGE. (ALBASIC PACKAGE IOCLUOUS 0 NOPE TOUR OPUS 3511CC, ALARM NHUIITL'OG STITCH,AND RATE—OF-RISE HEAT SF51550.
r4 V-00 NCR NCR SelfServ38 ATM Site Preparation Datasheet (13006.6921•9000)
Drive-Up version with CEN Security Enclosure.
This Site Prepesalion Dalusleel is to be used A eoiteeclion villi the follooiorig doosniertlo INcR Seitllere 3NATM Sit-Preparalon (B006-e506) I ENVIRONMENTAL REQUIREMENTS
NCR Reiibsroii( Inst lahon Gothe B006-6690)
CR SellOnro 32,34 end 3NATtrlc Otis Prepetartee Reindiunienlc (5(06-6570) Temperature and Humidity
Rotmsi Opatalinu Ronus
ATM DIMENSIONS Package Dimensions eteoe Eotnee-Eesieeiersel
LsEbye Thepeh4hs.Wdl FiDnnEEtdnD
A I5 ATM and Palet ATM. PaiNt cod Castes Tlvecne Ire lOt't COStS ATMe Dr- epAitheIfhb02mm16:mm 0c-CEeGtrC (31)
IS
I Resins 2250(0% 1221a100'/.''06 Se,Iieb1. 055(6553. (DOLoRES
Des peAl
Inrireenben 2O'Ci7CFln.xE 25C(79Flerae. aspcyuwrren
rEIN 1(00 ____________
NoteIt (scents extiroxtond s iIts ,rtr(rrrtotr terrperntrrrs is 0 51 1311Nets it Fnitnnoqt Ste Y(aI AltOs, Itnansilly-rRdeEe brcrun7 5 cr550501 Ionern(nexelSOO Con eolo3o tnrperohre Of -75C AtF(. 05000 lies.riooLesoIApbetoees Enpsroles coO trrorrdty Ia astreernas lcst2le cISC (32F)
lets Or 13 possbneoprinler Tiled. Its rr(rlrnsrrr eolsrinnlerAeratsre4 O'C(32'PI sodthe nrtreiutrrt telotve rss-rrdip 1 BOYS.
A1IActbtn&e°eleer5h st eolerrerlooi rrrast ntolllsr sqiornrrsrsis elboW Asl,10rior nird stone Oxaaoit Ire sail errs roneesb.
I SlensonRovo IroneIRotTe DoeeeePeecsOtPss(o
I (UP To Inns bOmb)Epic One Nt-nh)()J7Tc 095 (looT
T .1 40'C to IO'C 40CC SOC 5'C1e45'C[ scoots so pi (-lOP In i47Fi (OaF In lbi'Fi
[ Z Im LI (StaSIS 551,555
Barometric Pressure
[opr.restT eli letOArnIs to isi. (15200 EOns.) In 10bPs (102 to. Fin)
EtposaenIEtlldn [üWarrs.onnd3OOOmI(Ei2(2IlS
Floor Loading - UI CEN OSadSL
Ilexienore erNie 590 ron 1076 klI
(2(13 ('.1 3271 ib)
I-Ieee kerdirre 1261 k01 1377 oWns5
(CRC lb 01 1202 lb -Ni)
FATM MANUFACTURER DETAILS (FOR REFERENCE ONLY)F_GT SURROUND MANUFACTURER DETAILS (FOR REFERENCE ONLY)
I (SlIest,(4E3) -isj SlIces(36.0 Ini
494— 1412—((AWE)
tPOsse 5005cr
(24(A) bASe)
tltlroe Blltnrerr )4501s) - (324ss)
111 CEN Crudsi
1611 tutu (IRA 5(111
(433 ini (435 a.)___________
z
o
CC LLJ _j
u_ <5oQci)rN 0-ixLU'
C0 M
DRAWN: J. 8PIXJOB: Brodcdale
SCALE: NOTEDDATE: 05/08(12
Dl
VERTICAL TIES
CLf #IO HOT/NEUTRAL/ GROUNDCLOSED TIESrill I i9#10 HOT / NEUTRAL/ GROUND
Le -01
B,#10 HOT/NEUTRAL/GROUNDPIER SECTION
CROSS SECTION (tyoJ
3I4-
I wIDE NOTES:T 141 3/4øx30TG EMBED(MIN) 2DEEPLEVELU NUTS & WASHERS AT
PER LIGHT POLE MPG. SPECS 1. SPACE CONTRACTION JOINTS IN
II
-BOLTS MUST BE SPACED ON UNIFORM LENGTHS ORAR" BOLT CIRCLE MIN.
-
1 1G BOHRINK
SECTIONS.
(3)IGCLOSEDTIESWI13BENDS WIIN TOP ROFPIERS CONTRACTION JOINT (typ)
________- [ GROUT
I
ELEC. CIJ
NOTES:
4-
(4) 04 VENT. BARS GRADE 40
CROWN GROUT CAP SMOOTH TROWEL FINISH. TAILSj W190"BENDS&AMIN
2.4" DIA STEEL PIPE - GROUT SOLID PAINT P-S. ____________NEW2OAMPI2OV NEW2OAMP12OV NEW3OAMP12OV PANELLV-1'*3 CLOSED TIES WI 135"3.EXISTING SIDEWALK.
6. EXPANSION MATERIAL
24 B
DEDICATED OUTLET DEDICATED OUTLET DEDICATED OUTLET 100AMP1201208 o 0
5. NCONCRETE.
- =
BENECSPACED@l O.C.
___
FULL DEPTH4. 12" DIAMETER CONCRETE FOOTING. ____LIGHTING" "SURROUND" "ATM" Q)71: r—
G) COCONTRACTION JOINT c:
CONTRACTION JOINT SPACINGJtyP 0 . C3
H BOLLARD I LIGHT STANDARD BASE J CURB DETAIL K ELECTRICAL SINGLE LINE DIAGRAM
z
o
Uj LU
III
_jO aLUcc
DRAWN: J. SPIX
JOB: Bmolcdale
SCALE: NOTED
DATE: 05108112
REV
D2J
N1V MN
Few
\\\
\\ 0\\l 0
CD
><[11
P1U)
><mzciP1
z
0
-H
L tO GUM- UId E)1!6 L9-996 (j,) OUOL1C
£IiIlA I.096 VO 'weL1Buv 'eue-i MeAOOS1O 096- NVI *me nvno H
91190 - PAIS OIBPIOOJS os 3N1 dnouo
no-,09=11 03SIA3U INJ.V MGN
:31VOS Elivamooija
1 HJNON flNAV
N N N
ATM
7300
z
C)
I
1/I- F-
0
Li
zLi>
LiryLi><
ID I
N
N
56TH AVENUE NORTH
SCALE:BROOKDALE New ATM REVISED 1"=50'-0GROUPINC 5620 Brookdale Blvd : 06/18/12 04/05/12KNOWLEDGE 0 QUAUTY N EXPERIENCE '"Bmt 1n 'v r MN960 E Discovery Lane, Anaheim, CA 92801 " Iv' - Page I of 7Phone (714) 956-2827 Fax (714) 956-8157 - Site Plan g
FG
11II
NEW ATM--.- ----------------
9991V
BROOKDALE New ATM REVISED Not To Scale
GROUP INC 5620 Brookdale Blvd : 06/18/12 04/05/12Brooklyn Center, MN 55429960 E Discovery Lane, Anaheim, CA 92801
of
PLAN
- Page 2 of 7Phone (714) 956-2827 Fax (714)956-8157 FLOOR r I 'I
(E) RETAINING WA
(E) GRASS AREA)
I I
I I
I I
----------------'
-----------------' C' t
(E) LIGHT
STANDARD
a,
((E) GRASS AREA )
IM SCALE:I BROOKDALE New ATM REVISED 1"15'-O"GROUP INC 5620 Brookdale Blvd : 03118/12 04/05/12KNOWLEDGE IQUAUVf ii EXPERIENCE PravkIun (nfAr
,
lAid AG
960 E Discovery Lane, Anaheim, CA 92801 WlIVi lvii' WW -
Phone(714)956-2827 Fax(714)956-8157 - Existing Plan View age o
(E) ASPALT DRIVE
SCALE: I IV! BROOKDALE New ATM REVISED 1I21'-0"
5620 Brookdale Blvd GROUP INC 06/18/12 04/05/12 KNOWLEDGE 0 QUAU1Y I EXPERIENCE Brooldyn Center, MN 55429960 E Discovery Lane, Anaheim, CA 92801 ___
]Phone (714) 956-2827 Fax (714) 958-8157 -------- Existing Elevation - Page 4 of 7
SCOPE OF WORK:
• DEMO PORTION OF ASPHALT DRIVEWAY.
• TRENCH & INSTALL CONDUIT FOR NEW DATA & ELECTRICAL CIRCUITS.
• FORM AND POUR NEW 9' X 20' CONCRETE ISLAND PAD.
• FORM AND POUR NEW CONCRETE ISLAND.
• INSTALL (5) NEW BOLLARDS.
• INSTALL NEW VHD
• INSTALL NEW 3877 MULTIUSE SURROUND.
• INSTALL NEW NCR 6638 ATM.
• FORM AND POUR APPROX. 270' OF NEW CONCRETE CURB & GUTTER.
(E) RETAINING WALL
((E) GRASS AREA-'
(N) CONCRETE PAD (N) CURBING
03 C ii II- - II (L
138 (NORD
60 / 120 660
MAUS
(0(N
(E) LIGHT
STANDARD
(N) ISLAND(N) BOLLARD x4
(N) 3877
(N) 6638 S
(E) GRASS AREA
I FT I SCALE:J BROOKDALE New ATM 1=15-0"GROUPINC 5620 Brookdale Blvd
- ItKNOMIDGE UQUAUTfl EXPERIENCE ' Br11i1t1t11 1'wiMr - 04/05/12
960 E Discovery Lane, Anaheim, CA 92801 "" 'v"' -
Phone (714) 956-2827 Fax (714) 958-8157 - - Proposed Plan View rage o
Lo
9
31
138
(N) ISL
58-
-120
(N) 3877
(N) 6638
(N) VHD
I (N) BOLLARD x5Lnpo
cc •I ^Mm
F i I
0I
Im __ BROOKDALE New ATM REVISED 1/21.O
GROUP INC 620 Brookdale Blvd
- 06/18/12KNOWLEDGE )(PERNCE B,v*tvn Center MN 5542996oE Discovery Lane, Anaheim, CA 92801Phone (714) 956-2827 Fax (714) 956-8157 Proposed Elevation age o