hastings police station architecture landscape ... · sm shr shthg shvl sim sj scrn sd sect sgl...

#SHEET HISTORY:

?

? - #

Lincoln, Nebraska

1010 Lincoln Mall, Suite 200

Lincoln, NE 68508-2883

402 477.9291 Fax 402 477.6542

Kansas City, Missouri

Fairway, Kansas

Landscape Architecture

www.clarkenersen.com

Architecture

EngineeringInteriors

Plo

t Ti

me

Sta

mp

:

File

Lo

ca

tio

n/N

am

e:

ISSUED

2/2

8/2

01

7 2

:27

:41

PM

C:\

(1)

Re

vit

Pro

jec

ts\

20

17

\6

43

00

2 -

Ha

stin

gs

Po

lic

e S

tati

on

- A

-17

_a

lan

.eb

ne

r@c

lark

en

ers

en

.co

m.r

vt

Title Sheet & DrawingIndex

G0.00

TCEP No.: 643-002-16

317 S Burlington Ave,Hastings, NE

Hastings Police Station

Repointing and

Weatherization

Construction Documents

03/08/2017 AS PER PERMIT DOCUMENTS

A0.10 Lower Level Demolition Plan

A0.11 Main Level Demolition Plan

A0.12 Upper Level Demolition Plan

A0.13 Roof Demolition Plan

A0.20 Building Demolition Elevations

A1.10 Lower Level Floor Plan

A1.11 Main Level Floor Plan

A1.12 Upper Level Floor Plan

A1.30 Roof Plan

A2.10 Exterior Elevations

A2.11 Exterior Elevations

A2.12 Roof Elevation Details

A4.10 Wall Sections

A4.11 Wall Sections

GENERAL

HASTINGS POLICE STATION

REPOINTING AND WEATHERIZATION

317 S. BURLINGTON AVE, HASTINGS, NE

643-002-16

March 8, 2017

ARCHITECTURAL

G0.00 Title Sheet & Drawing Index

G0.01 General Notes, Symbols &Abbreviations

ARCHITECT(COORDINATING PROFESSIONAL)

MATERIAL SYMBOLS

ELEVATION INDICATIONS

PARTITION INDICATIONS

FINISHES

INSULATION

GLASS

WOOD

METAL

STONE

MASONRY

CONCRETE

EARTHWORKS

CONCRETE/PLASTER

SHINGLES/SIDINGGLASS

BRICK

WOOD STUD

SHEET METAL

CERAMIC TILE

METAL STUD

FINISH FACESPECIAL

CONCRETE MASONRY UNIT

GRAVEL/POROUS

ACOUSTICALTILE

FILLBATT/LOOSE

GLASS

CARPET ANDPAD

CERAMIC TILE

RIGID

STRUCTURAL

SPRAY/FOAM

GLASS BLOCK

ALUMINUM

FINISH

BLUESTONE/SLATE/SOAPSTONE/FLAGGING

STEELBRASS/BRONZE

ROUGH SHIM

RUBBLE LIMESTONE

BLOCKCONCRETE

CONCRETE

NON COMPACTEDEARTH

COMMON/FACEBRICK

PLASTERSAND/MORTAR/

FIRE BRICK

EARTH/COMPACTFILL FILL

WALLBOARDGYPSUM

PLYWOOD

FACING TILESTRUCTURAL

PRECAST CONCRETE

CONCRETE MASONRYCAST-IN-PLACE CONCRETE

TECTUM

SCALE:

VIEW NAME1/8" = 1'-0"

1

1

1i

A101

1SIM

REFERENCE SYMBOLS

100'-0"

FIN. FLR.

REVISION TAG & CLOUD INDICATOR

DEMOLITION INDICATOR

MATCH LINE

WALL TYPE REFERENCE

ELEVATION REFERENCE

GRID LINE

WINDOW/OPENING IDENTIFIER

DOOR/OPENING IDENTIFIER

ROOM IDENTIFIER

CROSS SECTION REFERENCE

ELEVATION REFERENCE

DETAIL REFERENCE

DETAIL REFERENCE NUMBER

SHEET ON WHICH IT IS FOUNDDETAIL OR SECTION NUMBER

SECTION REFERENCE1

A101

SIM

1

A101

SIM

CLASSROOM

101

101

0

KEY NOTE

A101

1SIM

1t

STANDARD ABBREVIATIONS

DEIONIZED WATERDOUBLE JOIST

DEAD LOAD

DAMPPROOFING

DISHWASHER

DOUBLE HUNGDOOR FRAME

DRINKING FOUNTAIN

DEPARTMENTDOUBLE GLAZING

COLD WATER

CABLE TELEVISIONCERAMIC TILE

COUNTERSUNK

COLD ROLLED STEELCIRCUMFERENCE

COMPRESSIBLECOVER PLATE

COORDINATECONTRACTOR

CONSTRUCTIONCONNECTIONCONFERENCE

CONCRETE

CONCRETE MASONRY UNIT

CONTRACT LIMIT LINE

CEILING DIFFUSERCEILING HEIGHT

CENTER LINECONTROL JOINT

CAST IN PLACE

CHALKBOARD

COUNTER FLASHINGCERAMIC TILE

CEMENT PLASTER

CLOSED CIRCUIT TELEVISIONCATCH BASIN

CURB AND GUTTERCENTER TO CENTER

BUILT-UP ROOF

BEARING PLATE

BRIDGING JOIST

BASE PLATE

BELOW FINISH FLOORBACKFLOW PREVENTER

BOTH FACES

BOTTOM OF CURBBULLETIN BOARD

BALLED AND BURLAPPED

AUDIO VISUALASYMMETRICAL

ABOVE SUSPENDED CEILING

ARCHITECT (URAL)

ACCESS PANEL

ANNUNCIATOR

AIR HANDLING UNIT

ABOVE FINISHED SLABABOVE FINISHED GRADEABOVE FINISHED FLOOR

ACCESS FLOOR

ADJUSTABLE

AUTOMATIC DOOR CLOSERAREA DRAIN

ACOUSTICAL TILE

ACOUSTICAL INSULATION

ACOUSTICAL PLASTERACOUSTICAL PANEL

ACID-RESISTANTAIR CONDITIONING

ABBREVIATE

ARCHITECT/ENGINEER

DOOR CLOSURE

DVTL

DWGDW

DRCLSR

DST

DUPL

DS

DT

DMPFDNDODR

DISTDIVDIWDJDL

DIM

DFRDH

DF

CUR

DETDEPTDBL GLZCW

CUBCTV

CSWKCT

CRCMF

CSMTCSKCSGCRS

CPRSCOV PL

COORDCONTR

CONC FL

CONSTRCONNCONF

CONCCOMPL

COLCO

CLSR

CNTRCNRCMUCMPST

CLRCLOSCLLCLG HT

CIR

CLGCLG DIFF

CLCJ

CIP

CHKCHFR

CI

CEM PLASCER

CHANCH BD

CFLGCER TILE

CEMCCTVCB

C/C

CAVCABC&G

BUR

BSMTBTM

BW

BRDG JST

BRK

BRZBRSBRKT

BS

BRGBRG PL

BRDG

BLKHD

BRCG

BLST

BP

BM

BLKGBLKBLDGBL

BFBFF

BJTBITUMBFP

BEVBDBCBB

AV

BALBAFB&B

AVE

ASYMASPHASC

ARCH

ANN

APPX

ANTANOD

AP

AMTAMPLAMB

ALT

AGGR

ALM

AHUAHR

ALUM

AFSAFGAFFAF

ACOUS TILE

ACOUS INSUL

ACOUS PLASACOUS PNL

ADC

ADJCADJADDMADDL

AD

ABV

ACOUSACID RESAC

ABBR

A/E

DOVETAIL

DRAWING

DOWNSPOUTDOOR STOPDRAIN TILEDUPLICATE

DITTODOOR

DOWN

LTGLVLLVR

LONG

LT WT

LRGLSLT

LKR RMLLLNTLLOC

LIGHTINGLEVEL

LOUVER

LOCKER ROOMLIVE LOAD

LONGITUDINAL

LIGHTWEIGHT

LARGELUMP SUM

LIGHT

LINTELLOCATION

STAG

STDSTIR

SQINSQYDSSKSS

ST

SPKRSPRTSQFTSQ

LIGHTWEIGHT CONCRETE MASONRY UNIT

HEATING, VENTILATION, AIR CONDITIONING

DISTANCEDIVIDER

DIMENSION

CURRENT

DETAIL

CUBICLE

CASEWORK

LHLHR

LINLIQLKR

LD BRGLDGLFLG

LAB

LCMU

LAVLBLBR

KWYL

KPLKOP

CASEMENT

CASING

CONCRETE FLOOR

COMPLETE

COLUMNCLEANOUT

JC

KOKBJTJST

INV ELJAN

INVINTR

IF

INSULINSTL

INCANDINL

HVAC

HYDHW

HTG

LOAD BEARING

LINEAR FOOT

LEFT HANDLEFT HAND REVERSE

LINOLEUMLIQUID

LOCKER

LANDING

LENGTH

LABORATORYLAVATORY

KICK PLATEKNOCKOUT PANEL

POUNDLUMBER

KEYWAYLEFT

SMLS

SPKLR

SPSPCLSPEC

SK

SLP

SLVSM

SHRSHTHGSHVLSIMSJ

SCRNSDSECT

SGL

KNEE BRACE

JANITOR'S CLOSET

INVERT ELEVATION

KNOCKOUT

JOINTJOIST

JANITOR

INVERTINTERIOR

INSULATIONINSTALLATION

INCANDESCENTINSIDE FACE

HOT WATER

INLET

HYDRANT

HEATING

SALVSBSCSCHSCMU

SRVSRV

RO

RFM

RNDRHRRHRFG

RESILREQDREMREINF

SPEAKERSUPPORT

SQUARE FOOT

SQUARE INCHSQUARE YARDSERVICE SINK

STAINLESS STEEL

STAGGERED

STANDARDSTIRRUP

STREET

SQUARE

STORM DRAIN

SHEATHING

SLIP JOINT

SHEET METALSEAMLESS

SPECIFICATIONSPRINKLER

SPACINGSPECIAL

SINK

SLOPE

SLEEVE

SHOWER

SHELVESSIMILAR

SCREEN

SECTION

SINGLE

SALVAGESPLASH BLOCK

SOLID CORESCHEDULE

SOLID CONCRETE MASONRY UNIT

REVERSEROOF VENT

ROUGH OPENING

RIGHT HAND REVERSERIGHT HAND

RESILIENTREQUIRED

REMOVABLEREINFORCEMENT

RECESSED FLOOR MAT

SOUTH

ROUND

ROOFING

OWNER FURNISHED-OWNER INSTALLED

OWNER FURNISHED/CONTRACTOR INSTALLHOLLOW CONCRETE MASONRY UNIT

GLAZED CONCRETE MASONRY UNIT

GROUND FAULT INTERRUPTERGENERAL CONTRACTOR

CLOSURE

COUNTERCORNER

COMPOSITE

CLEARCLOSET

CIRCLE

CEILING

CAST IRONCHECK

CHAMFER

HOHORIZ

HSBHSHR

HNDRLHMFHMDHM

HDJT

HDWD

HDBD

HGT

HDR

HCMUHD

HC

HB

CERAMIC

CHANNEL

CEMENT

CAVITYCABINET

BOTH WAYS

BASEMENTBOTTOM

GRTG

GYP PLAS

H&CWH

GYP

GR BMGPDW

GR

GND

GENL CONTR

GL BLK

GLZ CMU

GLU LAMGLZ

GL

GDRL

GFI

GENL

HIGH STRENGTH BOLTHIGH STRENGTH

HORIZONTALHOLD-OPEN

HAND RAILHOLLOW METAL FRAMEHOLLOW METAL DOOR

HOLLOW METAL

HOUR

HARDWOOD

HARDBOARDHEAD JOINT

HEAVY DUTY

HOLLOW CORE

HOSE BIBB

HEIGHT

HEADER

REC

REFRECTRECPTRECD

RDRCPRCRBR

QT

RADRQUALQTY

PWRPVMTPVGPVC

HOT AND COLD WATER

GYPSUM PLASTER

GRADE BEAMGYPSUM DRY WALL

GRATING

HIGH

GYPSUM

GRADE

GROUND

GLUE LAMINATEDGLASS BLOCK

GUARD RAIL

GLAZING

GLASS

GENERAL

PRELIM

PTN

PT

PROJPRKG

PREFABPRPOS

PLBGPLYWD

POLYISOPOLYPOL

PLATPLASPLAM

PL

FIRE EXTINGUISHER CABINET

BRICK

BOTH SIDESBRONZE

BRASSBRACKET

BEARINGBRIDGING

BULKHEAD

BRACING

BALLASTBEAM

BLOCKINGBLOCK

BUILDINGBASE LINE

FURR

GALVGB

FXTRFUT

FSTNRFTG

FSPFS

FOS

FRNTFRMFPRFFPL

FLUORFLT GL

FOMFOC

BED JOINTBITUMINOUS

BEVELBOARD

BALANCEBAFFLE

AVENUE

ASPHALT

FLG

FLR FINFLR PLFLR SKFLR

FLDG

FIN FL

FLFIN

FD

FIN GRFGL

FECFDN

F BRK

FBDF/F

EXTN

GRAB BARGALVANIZED

FIRE STANDPIPE

FURRING

FIXTUREFUTURE

FOOTINGFASTENER

FULL SIZE

FIREPROOFINGFIREPLACE

FACE OF STUDFACE OF MASONRY

FACE OF CONCRETEFLUORESCENT

FLOAT GLASS

FRONTFRAME

PERIM

PHPGBD

PERPPERM

PERFPEDPCPPC

OXY

PBDPBPARGPAR

OVHD

ORIGOPT

FLOOR FINISHFLOOR PLATE

FLOOR SINK

FINISH FLOOR

FLANGEFLOOR

FOLDING

FLASHINGFINISH

FINISH GRADEFIBERGLASS

FOUNDATIONFLOOR DRAIN

FIBERBOARDFACE TO FACE

FIRE BRICKEXTENSION

OFCI

OPPOPNG

OFOIOFF

OF

ODOCOA

NO

O/ONTSNSNOM

NICNFNEGN/A

X SECTWWMWTRPRFWTRWTWSCTWSWRWLDWLWHSE

REFERENCERECTANGULAR

RECEPTACLERECEIVED

RECESSEDROOF DRAIN

REINFORCED CONCRETE PIPEREINFORCED CONCRETE

QUANTITYQUARRY TILE

PAVEMENT

POLYVINYL CHLORIDE

RUBBER

RADIUSRISER

QUALITY

POWER

PAVING

PARTITION

PROJECT

PRELIMINARYPREFABRICATED

POLYSTYRENEPOLISHEDPLYWOODPLUMBINGPLATFORM

PLASTERPLASTIC LAMINATE

POLYISOCYANURATE

PAINT

PARKING

PAIRPOSITIVE

PLATE

CROSS SECTIONWELDED WIRE MESH

WATERPROOFING

WAINSCOTWEATHERSTRIPPING

WATER RESISTANTWELDED

WIND LOADWAREHOUSE

WATERWEIGHT

WHWGL

WFWDW

WD

WC

W/OW/WW/VWCVTVRVOLVNRVIBVESTVERT

VCTVB

VAVVAC

UTILURUPSUNOUNFINUNEXULT

UGUFD

TYPTV

TSTRNBKL

PEGBOARD

PERPENDICULARPERMANENTPERIMETER

PERFORATEDPEDESTAL

PORTLAND CEMENT PLASTERPORTLAND CEMENT

PARTICLE BOARDPANIC BAR

PARALLEL

OVERHEAD

ORIGINALOPTIONAL

PHASE

W

OXYGEN

PARGING

OPPOSITE

OUTSIDE FACE

OUTSIDE DIAMETERON CENTER

OVERALLOUT TO OUT

NOT TO SCALENEAR SIDE

NOT IN CONTRACTNEAR FACE

NEGATIVENOT APPLICABLE

OPENING

OFFICE

V

NUMBERNOMINAL

VINYL WALL COVERING

WALL HUNGWIRE GLASS

WIDE FLANGE

WATER CLOSET

WITHOUTWALL TO WALL

WOOD

WINDOW

WEST

VINYL TILEVAPOR RETARDER

VOLUMEVENEER

VIBRATIONVESTIBULE

VERTICAL

WITH

VINYL COMPOSITION TILE

VARIABLE AIR VOLUME

UNINTERRUPTIBLE POWER SUPPLYUNLESS NOTED OTHERWISE

VINYL BASE

VACUUMVOLT

UTILITYURINAL

UNFINISHEDUNEXCAVATED

ULTIMATE

UNDERGROUNDUNDER FLOOR DUCT

TYPICALTELEVISION

TENSILE STRENGTHTURNBUCKLE

EXPANDED POLYSTYRENE

APPENDIX

ANTENNAANODIZED

AMOUNTAMPLIFIER

AMBIENT

ALTERNATE

AGGREGATE

ALARM

ALUMINUM

ANCHOR

EXH FN

EXST GR

EXSP

EXT

EXP

EXH HD

EXCEWEST

EQUIP

ESCALERECTEQUIV

ESMT

EQL SP

EP

EQ

EPS

ADJACENT

ADDENDUMADDITIONAL

ABOVE

ACOUSTICAL

ENAM

ENGR

EOENTR

ENCL

EMER SHREMER

ELECEL

DWTR

EJ

EXG

EF

E

DWRDWL

EXISTING GRADE

EXPANSIONEXHAUST FAN

EXHAUST HOOD

EXCAVATE

EXTERIOR

EXPOSED

EACH WAYESTIMATE

ESCALATOR

EQUIVALENTEQUIPMENT

EQUALLY SPACED

ELECTRICAL PANEL

EASEMENT

ERECTION

EQUAL

MTR

NMVBLMULTMULL

MTG

MTDMODMO

MISC

MLWKMLDGMLC

MK

MIR

MH

MFGMFR

ELECTRICAL OUTLET

ENCLOSURE

EMERGENCY SHOWEREMERGENCY

ELECTRICALELEVATION

ENAMEL

ENTRANCEENGINEER

EXPANSION JOINT

EACH FACE

DUMBWAITER

EXISTING

EAST

DRAWERDOWEL

MECH

MEZZMEMBMED

MDO

MC

MBR

MAXMATLMASMARBMAINT

STRUCT STL

TOWTOTTOSTOL

TNL

TMPDTMPD GL

TKBD

TOJ

THRUTHRESTHK

TOFFTOF

TERTEMPTECH

TDTCTB-xx

T&GT&B

SYMMSYM

SUSPSUSP CLG

SURFSUPPL

MOVABLEMULTIPLE

MOUNTED

MASONRY OPENINGMILLWORK

MOLDINGMETAL LABORATORY CASEWORK

MISCELLANEOUS

MANHOLE

MANUFACTURINGMANUFACTURER

MORTAR

NORTH

MULLION

MEETING

MODULE

MARK

MIRROR

MEZZANINEMEMBRANE

MECHANICAL

MOMENT CONNECTION

MATERIALMASONRY

MAINTENANCE

MEDIUM DENSITY OVERLOAD

MEDIUM

MEMBER

MAXIMUM

MARBLE

TOP OF FINISH FLOOR

TOP OF WALL

TOP OF STEELTOLERANCE

TEMPERED

TOP OF JOIST

TOP OF FLANGE

TOTAL

TUNNELTEMPERED GLASS

TACKBOARDTHROUGH

THRESHOLD

TERRAZZOTEMPORARY

TECHNICAL

TRENCH DRAIN

THICK

TEST BORING-xx(E.G. TB-1)

TONGUE AND GROOVE

TOP OF CURB

TOP AND BOTTOM

SYMMETERICALSYMBOL

SUSPENDEDSUSPENDED CEILING

SURFACE

STRUCTURAL STEELSUPPLEMENT

M

LW PLASLWC

STL JSTSTL PLSTL

STORSTRUCT

LIGHTWEIGHT PLASTERLIGHTWEIGHT CONCRETE

METER

STEEL JOISTSTEEL PLATE

STORAGESTRUCTURAL

STEEL

ANCHOR BOLTAB

ACTUALACT

ALD ALUMINUM DOOR

ACOUSTICAL PANEL CEILINGAPC

ASBESTOSASB

AWC ACOUSTICAL WALL COVERINGAWP ACOUSTICAL WALL PANEL

BO BOTTOM OFBOC BACK OF CURBBOW BOTTOM OF WALL

CORNER GUARDCG

COMM COMMERCIAL

CORRIDORCORR

CARPETCPT

DRAPERY FABRICDF

DIAMETERDIA

DRAPERY LINERDL

DR DRAIN

EA EACH

ELEV ELEVATOR

EPOXY FLOOREPX

EXST EXISTING

EIFS EXTERIOR INSULATION FINISH SYSTEM

FC FIRE COATED

FACTORY FINISHFFFINISH FLOOR ELEVATIONFFE

FL FLOWLINE

GUT GUTTER

HC HANDICAP

HLB HORIZONTAL LOUVER BLINDS

ID INSIDE DIAMETER

LIN LINEAR

MB MARKERBOARD

MC METAL CLAD

MDF MEDIUM DENSITY FIBERBOARD

ME MATCH EXISTINGME MISCELLANEOUS EQUIPMENT

MIL MILLIMETERMIN MINIMUM

ML MATCH LINEML METAL LATH

MTL METAL

OD OVERFLOW DRAIN

OVERHEAD DOOROHDOPERABLEOPER

OTA OPEN TO ABOVEOTFA OPEN TO FLOOR ABOVEOTS OPEN TO STRUCTURE

OZ OUNCEP/C PRECAST

PF PANEL FABRICPFP PRE-FINISHED PANEL

PL PLASTIC LAMINATE

PS PROJECTION SCREEN

PCT PORCELAIN TILE

RB RUBBER BASE

RST RUBBER STAIR TREADRT RUBBER TILE

S SEATING

SF SYSTEMS FURNITURE

SLA SLATE

SLS SUB-FLOOR LEVELING SYSTEM

SSM SOLID SURFACING MATERIALST STAIN

STC SOUND TRANSMISSION CLASS

STN STONE

SVB SHEET VINYL BASESVF SHEET VINYL FLOOR

SYST SYSTEM

T TABLETB TACKBOARD

TE TRANSITION EDGE

TLT TOILET

TO TOP OF

TS TUBE STEEL

UF UPHOLSTERY FABRIC

UL UNDERWRITERS LABORATORY

VB VAPOR BARRIER

VDB VISUAL DISPLAY BOARD

WC WALL COVERINGWCPT WALL CARPET

WDD WOOD DOOR

WF WOOD FLOORING

WH WATER HEATER

GENERAL NOTES1.

2.

3.

ALL DISCIPLINES SHALL BE RESPONSIBLE FOR THEIR SCOPE OF WORK. THIS WORK IS TO BE SCHEDULED AND COMPLETED WITH THE GENERAL CONTRACTOR'S FULL KNOWLEDGE.

ALL DIMENSIONS LOCATING PLUMBING FIXTURES ARE FROM FINISH MATERIAL NOT FROM GPDW SHEATHING.

FINAL CLEANING - REMOVE OR REPAIR DAMAGED OR SOILED SPOTS ON NEWLY PAINTED WALLS AND ON ALL NEWLY INSTALLED WORK. REMOVE DUST AND DEBRIS FROM ALL NEW WORK.

A101 1S

IM

A101 1

001A

REVISION TAG INFORMATION:

BOTTOM indicates consecutive number assigned to instrument type.

TOP indicates the instrument type.ABDFGILPR

= Addendum= Bid Package= Construction Change Directive or Change Directive= Field Order= Guaranteed Maximum Price= Architects Supplemental Instructions or Architects Supplemental Information= Limited Permit= Proposal Request, Proposal Request Order or Change Proposal Request= Request For Information

DETAIL SECTION REFERENCE1/A101

SIM

FS FLAT SCREENFS FAR SIDE

UDRLMNT UNDERLAYMENTUDR UNDER

CONT CONTINUOUS

#SHEET HISTORY:

?

? - #

Lincoln, Nebraska



402 477.9291 Fax 402 477.6542


Fairway, Kansas



Architecture


Plo

t Ti

me

Sta

mp

:

File

Lo

ca

tio

n/N

am

e:

ISSUED

2/2

8/2

01

7 2

:27

:44

PM

C:\

(1)

Re

vit

Pro

jec

ts\

20

17

\6

43

00

2 -

Ha

stin

gs

Po

lic

e S

tati

on

- A

-17

_a

lan

.eb

ne

r@c

lark

en

ers

en

.co

m.r

vt

General Notes, Symbols& Abbreviations

G0.01

TCEP No.: 643-002-16



Repointing and

Weatherization



DN UP

THE OWNER SHALL HAVE FIRST RIGHT OF REFUSAL OF ALL SALVAGEABLE ITEMS.

PROTECT ITEMS NOT BEING REMOVED FROM DAMAGE DURING CONSTRUCTION.

CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS PRIOR TO BIDDING TO DETERMINE THE TOTAL QUANTITIES AND SCOPE OF WORK THAT IS TO OCCUR AND COORDINATE ANY DISCREPANCIES WITH THE ARCHITECT.

IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE INSTALLATION OF NEW WORK WITHIN EXISTING CONDITIONS.

ALL MATERIALS REMOVED AND NOT REUSED SHALL BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE SPECIFICALLY DESIGNATED TO REMAIN THE PROPERTY OF THE OWNER.

REMOVE ALL SURFACE MOUNTED OBJECTS IN AREA OF WORK THAT ARE ABANDONED AND NOT INTENDED FOR REUSE. PREPARE SURFACE FOR NEW FINISH.

COORDINATE ALL DEMOLITION WORK BETWEEN ALL TRADES.

CONTRACTOR SHALL NOTIFY THE ARCHITECT IF DEMOLITION WORK APPEARS TO AFFECT THE STRUCTURAL INTEGRITY OF THE EXISTING BUILDING BEFORE PROCEEDING.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING MATERIALS TO REMAIN RESULTING FROM WORK UNDER THIS CONTRACT, AND SHALL RESTORE SUCH DAMAGE TO IT'S ORIGINAL CONDITION.

BEFORE DEMOLITION BEGINS, CONTRACTOR SHALL CONFER WITH THE LOCAL DEPARTMENT AND/OR BUILDING USERS TO SCHEDULE DISRUPTION OF DAILY ACTIVITIES..

CONSTRUCTION AREA SHALL BE KEPT CLEAN AND SAFE. DISPOSE OF DEBRIS DAILY AND CLEAN AREAS OF WORK UPON COMPLETION.

PURSUANT TO THE FEDERAL OSHA EMPLOYEE RIGHT-TO-KNOW ACT, THE CONTRACTOR IS HEREBY ADVISED THAT A POTENTIAL FOR LEAD HAZARD EXISTS. LEAD PAINT CAN BE PRESENT ON OLDER PAINTED SURFACES. THE CONTRACTOR IS ADVISED THAT HE/SHE IS RESPONSIBLE TO COMPLY WITH THE FEDERAL STANDARDS FOR LEAD PAINT IN THE CONSTRUCTION INDUSTRY THAT WERE ADOPTED IN JUNE OF 1993 BY OSHA.CFR 29 PART 1926.62. THESE REGULATIONS REQUIRE THE CONTRACTOR TO DEVELOP WORK STRATEGIES WHEN WORKING WITH LEAD TO MINIMIZE AND PROTECT WORKERS FROM LEAD HAZARDS.

ASBESTOS ABATEMENT WILL BE PERFORMED UNDER SEPARATE CONTRACT. IF ASBESTOS IS DISCOVERED DURING DEMOLITION, NOTIFY THE ARCHITECT.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

GENERAL DEMOLITION NOTES

CLASSROOM

103

CLOSET

?

MECHANICAL

104

ELECTRICAL

105

EVIDENCE ROOM

106

GYM

118

WEIGHT ROOM

120

CLOSET

121

CLOSET

122

HALL

123

STAIR

A

VESTIBULE

101

CLOSET

102

STAIR

C

INTOX ROOM

108

INTERVIEW

109

INTERVIEW

110

TOILET

111CLOSET

107

HALL

112

CLOSET

117

WOMEN

113

MEN

115

LOCKER ROOM

116

LOCKER

114

SALLY PORT

125 SALLY PORT

126

SALLY PORT

127

SALLY PORT

128

23' -

9"

30' -

6"

23' -

9"

6' -

8"

30' -

6"

11' -

11"

6' -

8"

11' -

11"

5' -

0"

78' -

0"

5' -

0"

26' -

5"

25' -

2"

26' -

5"

78' -

0"

30' -

0"

30' -

0"

1' - 6" 5' - 4" 22' - 1" 5' - 4" 28' - 4" 17' - 4" 28' - 4" 4' - 10" 23' - 1" 4' - 10" 1' - 6"

32' - 9" 74' - 0" 32' - 9"

139' - 6"

32' - 9" 74' - 0" 32' - 9"

3' - 9" 132' - 0" 3' - 9"

74' - 0"

28' - 4" 17' - 4" 28' - 4"

7' - 6" 7' - 6"

29' - 6" 15' - 0" 29' - 6"

37' - 0" 37' - 0"

5' -

0"

5' -

0"

6' -

5"

2' -

0"

1' -

0"

6' -

4"

1' -

0"

2' -

0"

6' -

5"

CLEAN OUT EXST. CAULK AT JUNCTION OF ORIGINAL BLDG. AND 1999 ADDITION. RECAULK W/ ROD STOCK AND SEALANT. SEALANT COLOR BY ARCHITECT. TYP. EA. SIDE OF ADDITION.

REMOVE EXST. LOCKERS DURING CONSTRUCTION, SAVE AND STORE FOR REINSTALLATION.

REMOVE EXST. CAULKING BETWEEN DOOR/WINDOW FRAME AND BRICK AND PREPARE SURFACES FOR NEW SEALANT.

CLEAN OUT EXST. CAULK AT JUNCTION OF ORIGINAL BLDG. AND 1999 SALLY PORT ADDITION. PREPARE SURFACES FOR NEW CONSTRUCTION. TYP. EA. SIDE OF ADDITION.



3' -

0"

3' -

0"

25' -

0"

1' - 2" 1' - 2"

THE 1999 FRONT ENTRY AND REAR SALLY PORT ADDITIONS ARE NOT INCLUDED IN THIS PROJECT EXCEPT AS NOTED.

THE 1999 REAR SALLY PORT ADDITION NOT INCLUDED IN THIS PROJECT EXCEPT AS NOTED.

EXST. CMU AREA WELL. PREPARE TOP SURFACE FOR NEW CONSTRUCTION.

REMOVE EXST. CAULK AT LINTELS. SCRAPE, SAND, REPAIR AND PREPARE LINTELS FOR NEW FINISHES. TYP. AT ALL LINTELS.

PREPARE ALL MULTI-WYTHE MASONRY WALLS FOR RECONDITIONING, REPAIR, RE-CAULKING AND TUCKPOINTING AS NOTED ELSEWHERE IN THE DRAWINGS.REMOVE EXST. DOWNSPOUTS,

CONDUCTOR HEADS AND EXTENSIONS. PREPARE SCUPPERS, OUTLETS AND ADJOINING SURFACES FOR REPAIR AND RE-CAULKING AS REQ'D.

REMOVE CAULK, SCRAPE, SAND AND REPAIR WINDOW TRIM PANELS AND PREPARE MOLDINGS AND SILLS FOR NEW FLASHING, SEALANT AND/OR TUCKPOINTING AS REQ'D. TYP. AT ALL WINDOWS


REMOVE EXST. DOWNSPOUTS, CONDUCTOR HEADS AND EXTENSIONS. PREPARE SCUPPERS, OUTLETS AND ADJOINING SURFACES FOR REPAIR AND RE-CAULKING AS REQ'D.






TO THE EXTENT NEEDED REMOVE EXST. DAMAGED TILE AND SUBSTRATE AS REQ'D. IN THIS AREA AND PREPARE SUBSTRATES FOR NEW FINISHES.

REMOVE EXST. DAMAGED TILE AND SUBSTRATE AS REQ'D. IN THIS AREA AND PREPARE SUBSURFACES FOR NEW FINISHES.

EXST. SHOWER STALL TO REMAIN

2'-6

"

9'-2"

1. FIELD VERIFY ALL DIMENSIONS.

2. THE 1999 FRONT ENTRY AND REAR SALLY PORT ADDITIONS ARE NOT TO BE INCLUDED IN THE SCOPE OF THIS PROJECT EXCEPT FOR THE APPLICATION OF SEALANT WHERE THE OLD AND NEW STRUCTURES JOIN.

3. GRIND / RAKE OUT EXST. MORTAR AND REPOINT FACE BRICK WITH POINTING MORTAR AT ALL EXTERIOR WALLS AND CHIMNEY'S EXCEPT FOR THE 1999 SOUTH ENTRY ADDITION AND IF NOTED OTHERWISE. WHERE NECESSARY REMOVE FACE BRICK AND RE-GROUT INTERIOR BRICK WYTHES BEFORE PROCEEDING AS NOTED BELOW AND IN THE SPECIFICATION. TYP. OF ALL EXTERIOR WALLS EXCEPT AS NOTED.

4. THE MORTAR COLOR FOR TUCKPOINTING SHALL MATCH THE MORTAR OF THE 1999 SOUTH ENTRY ADDITION.

5. KNOWN AREAS OF MORTAR JOINT DETERIORATION AND OPEN MORTAR JOINTS HAVE BEEN NOTED ON THE ELEVATIONS. OTHER AREAS OF MORTAR JOINT DETERIORATION MAY BE DISCOVERED AS WORK COMMENCES AND PER THE SPECIFICATION THE CONTRACTOR SHALL PROVIDE A UNIT PRICE COST PER SQUARE FOOT FOR THE REPAIR OF SUCH AREAS. SUCH REPAIR SHALL INCLUDE THE REMOVAL OF THE FACE BRICK IN THESE AREAS, REGROUTING OF THE INTERIOR MASONRY WYTHES WITH THE APPROPRIATE REBUILDING MORTAR AND THEN REPLACING AND RE-POINTING THE EXTERIOR FACE BRICK WITH POINTING MORTAR. SUCH DISCOVERED WORK SHALL PROCEED VIA CHANGE ORDER AND CONSULTATION WITH THE OWNER AND ARCHITECT.

6. REMOVE CAULK, SCRAPE AND REPAINT ALL LINTELS. PREPARE ADJACENT AND ADJOINING AREA FOR RECONDITIONING.

7. REMOVE CAULK AND WEAK MORTAR AT STONE MOLDINGS, CORNICES AND SILLS. PREPARE ADJACENT AND ADJOINING AREAS FOR RECONDITIONING AND PREPARE MOLDINGS AND SILLS FOR NEW FLASHING, SEALANT AND/OR TUCKPOINTING AS REQ'D. TYP. AT ALL MOLDINGS AND SILLS.

8. PROVIDE A COMPLETE SYSTEM FOR GUTTERS AND DOWNSPOUTS TO INCLUDE ALL APPROPRIATE OUTLETS, HANGERS, ELBOWS, OFFSETS, CONNECTORS, EXPANSION JOINTS AND EXTENSIONS. G.C. SHALL PROVIDE FIELD MEASUREMENTS FOR ALL GUTTERS AND DOWNSPOUTS.

9. ALL WORK THAT IS DONE ON AND AROUND THE EXST. ROOFS SHALL BE DONE IN COMPLIANCE WITH THE ROOFING MANUFACTURER'S RECOMMENDATIONS AND GUIDANCE SO AS TO NOT VOID THE WARRANTY OF THE EXST. ROOF.

GENERAL NOTES

#SHEET HISTORY:

?

? - #

Lincoln, Nebraska



402 477.9291 Fax 402 477.6542


Fairway, Kansas



Architecture


Plo

t Ti

me

Sta

mp

:

File

Lo

ca

tio

n/N

am

e:

ISSUED

2/2

8/2

01

7 2

:27

:29

PM

C:\

(1)

Re

vit

Pro

jec

ts\

20

17

\6

43

00

2 -

Ha

stin

gs

Po

lic

e S

tati

on

- A

-17

_a

lan

.eb

ne

r@c

lark

en

ers

en

.co

m.r

vt

Lower Level DemolitionPlan

A0.10

TCEP No.: 643-002-16



Repointing and

Weatherization



SCALE: 1/8" = 1'-0"

LOWER LEVEL DEMO PLAN1

DNUP














1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.


BRIEFING

214

PATROL REPORTS

213

OFFICE

212

CONFERENCE

210

OFFICE

208

OFFICE

202

OFFICE

204

COMMON AREA

205

INTERVIEW

207

OFFICE

206INTERVIEW

209

STAIR

334

OFFICE

217

GUN STORAGE

218

JANITOR

216

HALL

201

STAIR

333

INTERVIEW

236

CLOSET

235

OFFICE

234

COMMON AREA

231

OFFICE

233RECORDS ROOM

229

RECORDS ROOM

229

COPY PRINT

230

LOBBY

226

INTERVIEW

228

INTERVIEW

227

UNISEX

225

UNISEX

224

COMMUNICATIONS

219

LOUNGE

222

OFFICE

223

TEL+COMP PATCHPANEL

220

TOILET

221

OFFICE

203

















REMOVE EXST. MAIN FLOOR, NORTH SIDE WINDOWS. PREPARE EXST. TRIM PANELS FOR MODIFICATION, REPAIR, REPAINTING AND INSTALLATION OF NEW WINDOWS AS NOTED ELSEWHERE IN THESE DRAWINGS






PREPARE ALL MULTI-WYTHE MASONRY WALLS FOR RECONDITIONING, REPAIR, RE-CAULKING AND TUCKPOINTING AS NOTED ELSEWHERE IN THE DRAWINGS.

EXST. GALV. STEEL GRATE. TOUCH UP PAINT AS NECESSARY AND REUSE.










GENERAL NOTES

#SHEET HISTORY:

?

? - #

Lincoln, Nebraska



402 477.9291 Fax 402 477.6542


Fairway, Kansas



Architecture


Plo

t Ti

me

Sta

mp

:

File

Lo

ca

tio

n/N

am

e:

ISSUED

2/2

8/2

01

7 2

:27

:30

PM

C:\

(1)

Re

vit

Pro

jec

ts\

20

17

\6

43

00

2 -

Ha

stin

gs

Po

lic

e S

tati

on

- A

-17

_a

lan

.eb

ne

r@c

lark

en

ers

en

.co

m.r

vt

Main Level DemolitionPlan

A0.11

TCEP No.: 643-002-16



Repointing and

Weatherization



SCALE: 1/8" = 1'-0"

MAIN LEVEL DEMO PLAN

DN

OFFICE

302

OFFICE

303MEN

307

INTERVIEW

308

INTERVIEW

309

PROF. STAND

310

COMM RELATIONS

311

CONF+BRIEFING

312

WOMEN

313

STORAGE

314

STORAGE

314A

DRUG TASKFORCE

315

HALL

301

AV CLOSET

316

TRAINING ROOM

317BREAK AREA

320

STORAGE ROOM

318

MEN

322

WOMEN

323

OFFICE

326OFFICE

327

CONF. ROOM

328COMMON AREA

325

CLOSET

324CLOSET

329

OFFICE

330

STAIR

A

CLOSET

305 CLOSET

306

COMMUNITYROOM

321

HALL

331



































1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.











GENERAL NOTES

#SHEET HISTORY:

?

? - #

Lincoln, Nebraska



402 477.9291 Fax 402 477.6542


Fairway, Kansas



Architecture


Plo

t Ti

me

Sta

mp

:

File

Lo

ca

tio

n/N

am

e:

ISSUED

2/2

8/2

01

7 2

:27

:30

PM

C:\

(1)

Re

vit

Pro

jec

ts\

20

17

\6

43

00

2 -

Ha

stin

gs

Po

lic

e S

tati

on

- A

-17

_a

lan

.eb

ne

r@c

lark

en

ers

en

.co

m.r

vt

Upper Level DemolitionPlan

A0.12

TCEP No.: 643-002-16



Repointing and

Weatherization



SCALE: 1/8" = 1'-0"

UPPER LEVEL DEMO PLAN














1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.


REMOVE CAULK / SEALANT AT EXST. TERMINATION BAR AT PERIMETER OF ROOF AND PREPARE ADJOINING SURFACES FOR NEW COUNTERFLASHING AND SEALANT.

REMOVE EXST. STEEL CAP STRUCTURES AT CHIMNEYS AND PREPARE FOR REFURBISHMENT AND REPAINTING. REMOVE DETERIORATING MORTAR CAPS OF CHIMNEYS AND PREPARE MASONRY WALLS FOR RECONDITIONING, REPAIR, FLASHING AND TUCKPOINTING.


SLOPE

SLOPE

SLOPE

SLOPE

SLO

PE

1/4"

P

ER

F

OO

T

SLO

PE

1/4"

P

ER

F

OO

T

SLO

PE

SLO

PE

SLO

PE

SLO

PE





PREPARE PARAPET CAPSTONES FOR NEW FLASHING, SEALANT AND/OR TUCKPOINTING AS REQ'D. TYP. AT ALL PARAPET CAPS.

PREPARE MOLDINGS AND SILLS FOR NEW FLASHING, SEALANT AND/OR TUCKPOINTING AS REQ'D. TYP. AT ALL MOLDINGS AND SILLS.

REMOVE EXST. METAL FASCIA, CONCEALED GUTTER, BRACKETS AND FLASHING. PREPARE SURROUNDING SURFACES FOR REPAIR AND INSTALLATION OF NEW GUTTER SYSTEM AND FLASHING.

REMOVE CAULK / SEALANT AT EXST. TERMINATION BAR AT PERIMETER OF ROOF AND PREPARE FOR NEW COUNTERFLASHING AND SEALANT.

PREPARE PARAPET CAPSTONES FOR NEW FLASHING, SEALANT AND/OR TUCKPOINTING AS REQ'D. TYP. AT ALL PARAPET CAPS.



REMOVE EXST. TURBINE IF NECESSARY INSPECT EXST. METAL CHIMNEY CAP FOR DETERIORATION, REMOVE DETERIORATING MORTAR CAPS OF CHIMNEYS IF NECESSARY AND PREPARE MASONRY WALLS FOR RECONDITIONING, REPAIR, FLASHING AND TUCKPOINTING.

REMOVE EXST. STEEL CAP STRUCTURES AT CHIMNEYS AND PREPARE FOR REFURBISHMENT AND REPAINTING. REMOVE DETERIORATING MORTAR CAPS OF CHIMNEYS AND PREPARE MASONRY WALLS FOR RECONDITIONING, REPAIR, FLASHING AND TUCKPOINTING.

REMOVE CAULK / SEALANT AT EXST. TERMINATION BAR AT PERIMETER OF ROOF AND PREPARE FOR NEW COUNTERFLASHING AND SEALANT.

REMOVE CAULK / SEALANT AT EXST. TERMINATION BAR AROUND CHIMNEYS AND PREPARE FOR NEW SEALANT AND COUNTERFLASHING. TYP. AT ALL CHIMNEYS AND PARAPET WALLS.

REMOVE CAULK / SEALANT AT EXST. TERMINATION BAR AROUND CHIMNEYS AND PREPARE FOR NEW SEALANT AND COUNTERFLASHING. TYP. AT ALL CHIMNEYS AND PARAPET WALLS.

NOTE:

ALL WORK THAT IS DONE ON AND AROUND THE EXST. ROOF SHALL BE DONE IN COMPLIANCE WITH THE ROOFING MANUFACTURER'S RECOMMENDATIONS AND GUIDANCE SO AS TO NOT VOID THE WARRANTY OF THE EXST. ROOF.

NOTE:


EXST. ROOF HATCH










GENERAL NOTES

#SHEET HISTORY:

?

? - #

Lincoln, Nebraska



402 477.9291 Fax 402 477.6542


Fairway, Kansas



Architecture


Plo

t Ti

me

Sta

mp

:

File

Lo

ca

tio

n/N

am

e:

ISSUED

2/2

8/2

01

7 2

:27

:31

PM

C:\

(1)

Re

vit

Pro

jec

ts\

20

17

\6

43

00

2 -

Ha

stin

gs

Po

lic

e S

tati

on

- A

-17

_a

lan

.eb

ne

r@c

lark

en

ers

en

.co

m.r

vt

Roof Demolition Plan

A0.13

TCEP No.: 643-002-16



Repointing and

Weatherization



SCALE: 1/8" = 1'-0"

ROOF DEMO PLAN

MAIN LEVEL100' - 2"

T.O. LOW PARAPET130' - 3"

TO PRECAST103' - 0"

GRADE LEVEL93' - 1"

UPPER LEVEL113' - 7"

REMOVE EXST. MAIN FLOOR, NORTH SIDE WINDOWS. PREPARE EXST. TRIM PANELS FOR MODIFICATION, REPAIR, REPAINTING AND INSTALLATION OF NEW WINDOWS AS NOTED ELSEWHERE IN THESE DRAWINGS




PREPARE PARAPET CAPS FOR NEW FLASHING, SEALANT AND/OR TUCKPOINTING AS REQ'D. TYP. AT ALL PARAPET CAPS.



PREPARE AREAS AROUND OVERLAYS AND TRIM ELEMENTS FOR REPAIR AND/OR TUCKPOINTING AS REQ'D.

PREPARE ALL MULTI-WYTHEMASONRY WALLS FOR RECONDITIONING,

REPAIR, RE-CAULKING AND TUCKPOINTING AS NOTED ELSEWHERE IN THE DRAWINGS.






REMOVE EXST. METAL FASCIA, CONCEALED GUTTER, BRACKETS AND FLASHING. PREPARE SURROUNDING SURFACES FOR REPAIR AND INSTALLATION OF NEW GUTTER SYSTEM AND FLASHING.

MAIN LEVEL100' - 2"


TO PRECAST103' - 0"

GRADE LEVEL93' - 1"









REMOVE EXST. CAULK AND MORTAR AS REQ'D. FOR REPAIR OF MULTI-WYTHE BRICK WALL IN THIS AREA. SCRAPE LINTEL, REMOVE EXST. CAULK AND PREPARE FOR NEW FINISHES. REPAIR EXST. INTERIOR WALLS AND WINDOW TRIM PANELS AND PREPARE FOR NEW FINISHES.








THE 1999 FRONT ENTRY ADDITION NOT INCLUDED IN THIS PROJECT EXCEPT AS NOTED.














1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.


MAIN LEVEL100' - 2"


TO PRECAST103' - 0"

GRADE LEVEL93' - 1"












MAIN LEVEL100' - 2"

LANDING 2106' - 9"


TO PRECAST103' - 0"

GRADE LEVEL93' - 1"















GENERAL NOTES

#SHEET HISTORY:

?

? - #

Lincoln, Nebraska



402 477.9291 Fax 402 477.6542


Fairway, Kansas



Architecture


Plo

t Ti

me

Sta

mp

:

File

Lo

ca

tio

n/N

am

e:

ISSUED

2/2

8/2

01

7 2

:27

:33

PM

C:\

(1)

Re

vit

Pro

jec

ts\

20

17

\6

43

00

2 -

Ha

stin

gs

Po

lic

e S

tati

on

- A

-17

_a

lan

.eb

ne

r@c

lark

en

ers

en

.co

m.r

vt

Building DemolitionElevations

A0.20

TCEP No.: 643-002-16



Repointing and

Weatherization



SCALE: 1/8" = 1'-0"

NORTH FACE DEMO ELEVATION1

SCALE: 1/8" = 1'-0"

SOUTH DEMO ELEVATION2

SCALE: 1/8" = 1'-0"

EAST DEMO ELEVATION3SCALE: 1/8" = 1'-0"

WEST DEMO ELEVATION4

DN UP










GENERAL NOTES

A2.111

A2.10

A2.11 2

1

CLASSROOM

103

CLOSET

?

MECHANICAL

104

ELECTRICAL

105

EVIDENCE ROOM

106

GYM

118

WEIGHT ROOM

120

CLOSET

121

CLOSET

122

HALL

123

STAIR

A

VESTIBULE

101

CLOSET

102

STAIR

C

INTOX ROOM

108

INTERVIEW

109

INTERVIEW

110

TOILET

111CLOSET

107

HALL

112

CLOSET

117

WOMEN

113

MEN

115

LOCKER ROOM

116

LOCKER

114

SALLY PORT

125

SALLY PORT

126

SALLY PORT

127 SALLY PORT

128

A2.10

2

1

A4.11

23' -

9"

30' -

6"

23' -

9"

6' -

8"

11' -

11"

6' -

8"

11' -

11"

5' -

0"

78' -

0"

5' -

0"

26' -

5"

25' -

2"

26' -

5"

78' -

0"

30' -

0"

30' -

0"

1' - 6" 5' - 4" 22' - 1" 5' - 4" 28' - 4" 17' - 4" 28' - 4" 4' - 10" 23' - 1" 4' - 10" 1' - 6"

32' - 9" 74' - 0" 32' - 9"

139' - 6"

32' - 9" 74' - 0" 32' - 9"

3' - 9" 132' - 0" 3' - 9"

74' - 0"

28' - 4" 17' - 4" 28' - 4"

7' - 6" 7' - 6"

29' - 6" 15' - 0" 29' - 6"

37' - 0" 37' - 0"

5' -

0"

5' -

0"

6' -

5"

2' -

0"

1' -

0"

6' -

4"

1' -

0"

2' -

0"

6' -

5"

CLEAN OUT EXST. CAULK AT JUNCTION OF ORIGINAL BLDG. AND 1999 ADDITION FROM GRADE LEVEL TO THE ROOF. RECAULK W/ ROD STOCK AND SEALANT. SEALANT COLOR BY ARCHITECT FROM MFR'S STANDARD COLORS. TYP. EA. SIDE OF ADDITION.

IN LOCATION OF DAMAGED WALL TILES REPAIR EXST. FRAMING AND SUBSTRATES AS REQ'D. SEE ENLARGED PLAN THIS SHEET.

PROVIDE NEW CAULKING BETWEEN DOOR/WINDOW FRAME AND BRICK. COLOR TO BE SELECTED BY ARCHITECT.

CLEAN OUT EXST. CAULK AT JUNCTION OF ORIGINAL BLDG. AND 1999 SALLY PORT ADDITION. RECAULK WITH ROD STOCK AND SEALANT FROM GRADE TO TOP OF PRECAST.


GRIND OUT JOINTS OF MULTI-WYTHE MASONRY WALLS. IN AREAS WHERE THE INTERIOR WYTHES ARE EXPOSED AND THE GROUT IS DETERIORATED REMOVE THE FACE BRICK AS NECESSARY AND RE-GROUT INTERIOR BRICK WYTHES TO PROVIDE A UNIFIED AND COHESIVE MASONRY WALL. TUCKPOINT FACE BRICKS W/ POINTING MORTAR TO MATCH MORTAR OF 1999 SOUTH ENTRY ADDITION.



AFTER REMOVING EXST. CAULK ABOVE LINTELS. SCRAPE AND REPAINT LINTELS WITH A GALVANIC PAINT TO MATCH WINDOW TRIM FINISH. TUCKPOINT AND RECAULK LINTELS AFTER REPAINTING.

NEW 6x6x .125 EXTRUDED ALUMINUM DOWNSPOUTS WITH HANGERS, OFFSETS, UNIONS, ELBOWS AND OUTLETS AS PER MFR'S. RECOMMENDATIONS AND REQ'S., G.C. TO VERIFY. BASIS OF DESIGN IS SAF PERIMETER SYSTEMS. COLOR BY ARCHITECT FROM MFR'S STANDARD KYNAR COLORS. www.saf.com/perimeter-systems/


AFTER REMOVING EXST. CAULK AROUND WINDOWS, REPAIR, SAND AND REPAINT WINDOW TRIM PANELS AND PROVIDE NEW SEALANT AT WINDOWS. TYP. AT ALL WINDOWS.

GRIND / RAKE OUT EXST. MORTAR AND REPOINT FACE BRICK WITH POINTING MORTAR TO MATCH MORTAR COLOR OF 1999 SOUTH ENTRY ADDITION. WHERE NECESSARY REMOVE FACE BRICK AND RE-GROUT INTERIOR BRICK WYTHES BEFORE PROCEEDING AS NOTED IN THE SPEC AND DRAWINGS. TYP. OF ALL EXTERIOR WALLS EXCEPT AS NOTED.

REMOVE FACE BRICK AND RE-GROUT INTERIOR BRICK WYTHES ON BOTH FACES OF CORNER WHERE MORTAR IS SEVERELY DETERIORATED TO PROVIDE A UNIFIED AND COHESIVE MASONRY WALL AND THEN POINT AND RAKE FACE BRICKS.




AFTER REMOVING EXST. CAULK ABOVE LINTELS. SCRAPE AND REPAINT LINTELS WITH A GALVANIC PAINT TO MATCH WINDOW TRIM FINISH. TUCKPOINT AND RECAULK LINTELS AFTER REPAINTING. TYP. AT ALL LINTELS.





A1.10

21

A4.10

TO THE EXTENT NEEDED REMOVE DAMAGED TILE IN THIS AREA AND PREPARE SUBSTRATE FOR THE APPLICATION OF NEW TILE FINISHES TO MATCH THE EXST. TILE AND PATTERN.

NEW TILE FINISHES TO MATCH EXST. TILE AND PATTERN ON CEMENTITIOUS BACKER BOARD ON 1 5/8" STEEL STUD FURRING TO THE SAME HEIGHT AS EXST. TILE.

EXST. SHOWER STALL TO REMAIN

9'-2 1/8" (VERIFY)

(VE

RIF

Y)

2'-6

"

REPAIR EXST. SUBSTRATES OF WALL BEFORE INSTALLING NEW FINISHES

PROVIDE TILE SILL AND JAMBS AT WINDOW TO MATCH WALL TILE.

REINSTALL EXST. LOCKERS

#SHEET HISTORY:

?

? - #

Lincoln, Nebraska



402 477.9291 Fax 402 477.6542


Fairway, Kansas



Architecture


Plo

t Ti

me

Sta

mp

:

File

Lo

ca

tio

n/N

am

e:

ISSUED

2/2

8/2

01

7 2

:27

:34

PM

C:\

(1)

Re

vit

Pro

jec

ts\

20

17

\6

43

00

2 -

Ha

stin

gs

Po

lic

e S

tati

on

- A

-17

_a

lan

.eb

ne

r@c

lark

en

ers

en

.co

m.r

vt

Lower Level Floor Plan

A1.10

TCEP No.: 643-002-16



Repointing and

Weatherization



SCALE: 1/8" = 1'-0"

LOWER LEVEL1

SCALE: 3/8" = 1'-0"

ENLARGED LOCKER ROOM PLAN2

DN

DN UP










GENERAL NOTES

A2.111

A2.10

A2.11 2

1

A2.10

2

BRIEFING

214

OFFICE

212

CONFERENCE

210

OFFICE

208

COMMON AREA

205

OFFICE

202

OFFICE

204

OFFICE

206

INTERVIEW

207 INTERVIEW

209

HALL

201

STAIR

333

INTERVIEW

236

CLOSET

235

OFFICE

234

OFFICE

233

OFFICE

232

COMMON AREA

231

RECORDS ROOM

229

COPY PRINT

230

LOBBY

226

INTERVIEW

228

INTERVIEW

227

UNISEX

225

UNISEX

224

COMMUNICATIONS

219

OFFICE

223

LOUNGE

222

TOILET

221

TEL+COMP PATCHPANEL

220

JANITOR

216

GUN STORAGE

218

OFFICE

217

STAIR

334

PATROL REPORTS

213

1

A4.11

3

A4.11

PROVIDE NEW CAULKING AT JUNCTION OF ORIGINAL BLDG. AND 1999 ADDITION. RECAULK W/ ROD STOCK AND SEALANT. SEALANT COLOR BY ARCHITECT. TYP. EA. SIDE OF ADDITION.

BUILD UP CURB AT EXST. AIR INTAKE W/ CMU TO MATCH EXST. STRUCTURE. CAP W/ TREATED WOOD NAILER. REFLASH W/ TERMINATION BAR AND MEMBRANE FLASHING CONSISTENT W/ EXISTING ROOF WITH MEMBRANE FLASHING WRAPPING OVER TOP OF ASSEMBLY.



32'-9" 74'-0" 32'-9"

23'-9

"30

'-6"

23'-9

"

26'-5

"25

'-2"

26'-5

"

6'-5

"12

'-4"

6'-5

"

8'-7

"13

'-4"

8'-7

"



















PROVIDE NEW INDIVIDUAL 6'-0" HIGH ALUM. STOREFRONT WINDOWS W/ 1" INSULATED LOW-E GLAZING TO FIT INTO EXST. WINDOW OPENING. PROVIDE OPERABLE AWNING WINDOWS AS INDICATED. MODIFY EXST. METAL TRIM ELEMENTS AS REQUIRED AND PROVIDE NEW SILLS AND FLASHING . TYP AT NORTH SIDE, MAIN FLOOR WINDOWS.



DOWNSPOUT EXTENSION TO EXTEND TO UPPER SALLY PORT ROOF.

PROVIDE 2 - 24"x24" GALVANIZED ANGLE SUPPORT BRACKET OF 1 1/2 x 1 1/2 x 1/8 ANGLE. PAINT, TYP. WITH ASPHALTIC PAINT TO PROVIDE SEPARATION OF DISSIMILAR METALS, COLOR BY ARCHITECT. ANCHOR W/ 3 - 3/8" EXPANSION ANCHORS AT TOP, MIDDLE AND BOTTOM OF BRACKET.





1

A4.10

#SHEET HISTORY:

?

? - #

Lincoln, Nebraska



402 477.9291 Fax 402 477.6542


Fairway, Kansas



Architecture


Plo

t Ti

me

Sta

mp

:

File

Lo

ca

tio

n/N

am

e:

ISSUED

2/2

8/2

01

7 2

:27

:34

PM

C:\

(1)

Re

vit

Pro

jec

ts\

20

17

\6

43

00

2 -

Ha

stin

gs

Po

lic

e S

tati

on

- A

-17

_a

lan

.eb

ne

r@c

lark

en

ers

en

.co

m.r

vt

Main Level Floor Plan

A1.11

TCEP No.: 643-002-16



Repointing and

Weatherization



SCALE: 1/8" = 1'-0"

MAIN LEVEL

DN










GENERAL NOTES

A2.111

A2.10

A2.11 2

1

A2.10

2

OFFICE

302

OFFICE

303

MEN

307INTERVIEW

308

INTERVIEW

309

PROF. STAND

310

COMM RELATIONS

311

CONF+BRIEFING

312

WOMEN

313

STORAGE

314

STORAGE

314A

DRUG TASKFORCE

315

HALL

301

AV CLOSET

316

TRAINING ROOM

317BREAK AREA

320

STORAGE ROOM

318

MEN

322

WOMEN

323OFFICE

326OFFICE

327

CONF. ROOM

328COMMON AREA

325

CLOSET

324CLOSET

329

OFFICE

330

STAIR

A

CLOSET

305 CLOSET

306

COMMUNITYROOM

321

HALL

331

1

A4.11


























1

A4.10

#SHEET HISTORY:

?

? - #

Lincoln, Nebraska



402 477.9291 Fax 402 477.6542


Fairway, Kansas



Architecture


Plo

t Ti

me

Sta

mp

:

File

Lo

ca

tio

n/N

am

e:

ISSUED

2/2

8/2

01

7 2

:27

:35

PM

C:\

(1)

Re

vit

Pro

jec

ts\

20

17

\6

43

00

2 -

Ha

stin

gs

Po

lic

e S

tati

on

- A

-17

_a

lan

.eb

ne

r@c

lark

en

ers

en

.co

m.r

vt

Upper Level Floor Plan

A1.12

TCEP No.: 643-002-16



Repointing and

Weatherization



SCALE: 1/8" = 1'-0"

UPPER LEVEL

A2.111

A2.10

A2.11 2

1

A2.10

2

A2.12 1

A2.122

A2.12 3 A2.124

A2.12

6

A2.12

5

1

A4.11

3

A4.11

SLOPE

SLOPE

SLOPE

SLOPE

SLO

PE

1/4"

P

ER

F

OO

T

SLO

PE

1/4"

P

ER

F

OO

T



SLO

PE

SLO

PE

SLO

PE

SLO

PE

SAF DESIGNER SERIES BATTEN PROFILE 8" CONCEALED ALUM. GUTTER SYSTEM W/ .063 ALUM. LINER AND .050 ALUM. SNAP ON FASCIA AS PER MFR'S. RECOMMENDATIONS & REQ'S., G.C. TO VERIFY. PROVIDE SPLICES, EXPAN. JOINTS, END CAPS AND HEAVY DUTY ATTACHMENT BRACKETS AS REQ'D. FOR A COMPLETE SYSTEM AND AS PER MFR'S REQ'S. COLOR BY ARCHITECT FROM MFR'S STANDARD KYNAR COLORS. www.saf.com/perimeter-systems/

SCUPPER WELL - LOW PT.




THRU-WALL SCUPPER TO DOWNSPOUT BELOW

THRU-WALL SCUPPER TO DOWNSPOUT BELOW.



REPAIR, REFURBISH AND REPAINT SCUPPER AND OUTLET AND REPAIR FLASHING AS REQ'D. PROVIDE NEW CONDUCTOR HEAD AND DOWNSPOUT SYSTEM AS NOTED ELSEWHERE IN THE DOCUMENTS AND SPEC. BASIS OF DESIGN IS SAF PERIMETER SYSTEMS. COLOR BY ARCHITECT FROM MFR'S STANDARD KYNAR COLORS. www.saf.com/perimeter-systems/



NEW 6x4x .125 EXTRUDED ALUMINUM DOWNSPOUT WITH HANGERS, OFFSETS, UNIONS, ELBOWS AND OUTLETS AS PER MFR'S. RECOMMENDATIONS AND REQ'S., G.C. TO VERIFY. BASIS OF DESIGN IS SAF PERIMETER SYSTEMS. COLOR BY ARCHITECT FROM MFR'S STANDARD KYNAR COLORS. www.saf.com/perimeter-systems/

PROVIDE CONTINUOUS MIN. 20ga GALVANIZED STEEL PARAPET CAP COMPLETE WITH CLEATS, SPLICES, MITERS, OFFSETS AND COUNTERFLASHING. REF. 7/A2.12



SAND, PAINT, RECONDITION AND PROVIDE NEW SCREENS AS NECESSARY FOR EXST. STEEL CAP STRUCTURES AT CHIMNEYS AND REINSTALL ONTO CHIMNEYS AFTER THE RECONDITIONING OF THE CHIMNEYS.


PROVIDE SEALANT AND TUCKPOINTING AT PARAPET CAPSTONES AS REQ'D. TYP. AT ALL PARAPET CAPS.

PROVIDE NEW SEALANT AND/OR TUCKPOINTING AT MOLDINGS AND SILLS AS REQ'D. TYP. AT ALL MOLDINGS AND SILLS.


PROVIDE NEW SEALANT AT EXST. TERMINATION BAR AROUND CHIMNEYS AND PROVIDE NEW RECEIVER WITH REMOVABLE COUNTERFLASHING. TYP. AT ALL CHIMNEYS AND PARAPET WALLS.


PROVIDE NEW SEALANT AT EXST. TERMINATION BAR AT PERIMETER OF ROOF AND PARAPET.

NOTE:


NOTE:



PROVIDE SEALANT AND TUCKPOINTING AT PARAPET CAPSTONES AS REQ'D. TYP. AT ALL PARAPET CAPS.

PROVIDE NEW SEALANT AND/OR TUCKPOINTING AT MOLDINGS AND SILLS AS REQ'D. TYP. AT ALL MOLDINGS AND SILLS.


GRIND / RAKE OUT EXST. MORTAR AND REPOINT FACE BRICK WITH POINTING MORTAR TO MATCH MORTAR COLOR OF 1999 SOUTH ENTRY ADDITION. WHERE NECESSARY REMOVE FACE BRICK AND RE-GROUT INTERIOR BRICK WYTHES BEFORE PROCEEDING AS NOTED IN THE SPEC AND DRAWINGS. TYP. OF ALL CHIMNEYS AND EXPOSED BRICK PARAPET WALLS.






IF NECESSARY, RE-INSTALL EXST. TURBINE AND SEAL AROUND EXST. EXHAUST STACKS TO ENSURE A LEAK PROOF INSTALLATION.

EXST. ROOF HATCH

1

A4.10

2

A4.11

A2.12

6

SIM

A2.12

5

SIM










GENERAL NOTES

#SHEET HISTORY:

?

? - #

Lincoln, Nebraska



402 477.9291 Fax 402 477.6542


Fairway, Kansas



Architecture


Plo

t Ti

me

Sta

mp

:

File

Lo

ca

tio

n/N

am

e:

ISSUED

2/2

8/2

01

7 2

:27

:36

PM

C:\

(1)

Re

vit

Pro

jec

ts\

20

17

\6

43

00

2 -

Ha

stin

gs

Po

lic

e S

tati

on

- A

-17

_a

lan

.eb

ne

r@c

lark

en

ers

en

.co

m.r

vt

Roof Plan

A1.30

TCEP No.: 643-002-16



Repointing and

Weatherization



SCALE: 1/8" = 1'-0"

ROOF PLAN

MAIN LEVEL100' - 2"


TO PRECAST103' - 0"

TO STEEL ADDITION106' - 4"

GRADE LEVEL93' - 1"


REMOVE EXST. CAULK ABOVE LINTELS. SCRAPE AND REPAINT LINTELS WITH A GALVANIC PAINT TO MATCH WINDOW FINISH. TUCKPOINT, RAKE AND RECAULK LINTELS AFTER REPAINTING. RAKE AND RE-GROUT FACE BRICKS TO MATCH EXST. GROUT. TYP.. AT ALL LINTELS.

REMOVE EXST. CAULK ABOVE LINTELS. SCRAPE AND REPAINT LINTELS WITH A GALVANIC PAINT TO MATCH WINDOW FINISH. TUCKPOINT AND RECAULK LINTELS AFTER REPAINTING. TYP. AT ALL WINDOWS

NEW 12"W x12"Hx8"D (VERIFY SIZE REQ'D.) x .063 FORMED ALUMINUM CONDUCTOR HEAD, SAF STYLE 1 OR EQUAL AS PER MFR'S. RECOMMENDATIONS AND REQ'S., G.C. TO VERIFY. BASIS OF DESIGN IS SAF PERIMETER SYSTEMS. COLOR BY ARCHITECT FROM MFR'S STANDARD KYNAR COLORS. www.saf.com/perimeter-systems/

REPAIR SCUPPER FLASHING AS REQ'D. AND REPAIR, REFURBISH AND REPAINT EXST. SCUPPER AND OUTLET AS REQ'D. CONNECT NEW DOWNSPOUT TO REFURBISHED OUTLET. MODIFY OUTLET AS REQ'D. TO PROVIDE AN EFFECTIVE AND WATER TIGHT CONNECTION.



REMOVE EXST. CAULK AROUND ALL WINDOWS, REPAIR, SAND AND REPAINT WINDOW TRIM PANELS AND PROVIDE NEW SEALANT AT WINDOWS. TYP. AT ALL WINDOWS.

REMOVE EXST. CAULK AROUND WINDOWS, REPAIR, SAND AND REPAINT WINDOW TRIM PANELS AND PROVIDE NEW SEALANT AT WINDOWS. TYP. AT ALL WINDOWS.


REMOVE FACE BRICK AND RE-GROUT INTERIOR BRICK WYTHES ON BOTH FACES OF CORNER WHERE MORTAR IS SEVERELY DETERIORATED TO PROVIDE A UNIFIED AND COHESIVE MASONRY WALL AND THEN TUCKPOINT FACE BRICKS WITH MORTAR TO MATCH 1999 SOUTH ENTRY ADDITION.


THE 1999 FRONT ENTRY ADDITION NOT INCLUDED IN THIS PROJECT EXCEPT AS NOTED.

NEW 6x6 EXTRUDED ALUMINUM DOWNSPOUTS WITH BAND-TYPE HANGERS, OFFSETS, UNIONS, ELBOWS AND OUTLETS AS REQ'D. BASIS OF DESIGN IS SAF PERIMETER SYSTEMS. COLOR BY ARCHITECT FROM MFR'S STANDARD KYNAR COLORS. www.saf.com/perimeter-systems/

NEW 6x6 EXTRUDED ALUMINUM DOWNSPOUTS WITH BAND-TYPE HANGERS, OFFSETS, UNIONS, ELBOWS AND OUTLETS AS REQ'D. BASIS OF DESIGN IS SAF PERIMETER SYSTEMS. COLOR BY ARCHITECT FROM MFR'S STANDARD KYNAR COLORS. www.saf.com/perimeter-systems/

TUCKPOINT AROUND OVERLAYS AND TRIM ELEMENTS AND REPAIR AS REQ'D.

PROVIDE NEW COPINGS, CLEATS, COUNTERFLASHING, SEALANT AND TUCKPOINTING AS REQ'D. TYP. AT ALL PARAPET CAPSTONES.

PROVIDE NEW FLASHING, SEALANT AND/OR TUCKPOINTING AS REQ'D. TYP. AT ALL MOLDINGS AND SILLS.




1

A4.10

NEW 6x4x .125 EXTRUDED ALUMINUM DOWNSPOUT WITH HANGERS, OFFSETS, UNIONS, ELBOWS AND OUTLETS AS PER MFR'S. RECOMMENDATIONS AND REQ'S, G.C. TO VERIFY. BASIS OF DESIGN IS SAF PERIMETER SYSTEMS. COLOR BY ARCHITECT FROM MFR'S STANDARD KYNAR COLORS. www.saf.com/perimeter-systems/ CONNECT DOWNSPOUT TO EXST. THRU WALL SCUPPER OUTLET. MODIFY EXST. OUTLET AS REQ'D. TO PROVIDE AN EFFECTIVE AND WATER TIGHT CONNECTION


MAIN LEVEL100' - 2"


TO PRECAST103' - 0"


1

A4.11

3

A4.11PROVIDE NEW INDIVIDUAL 6'-0" HIGH ALUM. STOREFRONT WINDOWS W/ 1" INSULATED LOW-E GLAZING TO FIT INTO EXST. WINDOW OPENING. PROVIDE OPERABLE AWNING WINDOWS AS INDICATED. MODIFY EXST. METAL TRIM ELEMENTS AS REQUIRED AND PROVIDE NEW SILLS AND FLASHING . TYP AT NORTH SIDE, MAIN FLOOR WINDOWS.


17'-4

3/4

"



NEW 6x4x .125 EXTRUDED ALUMINUM DOWNSPOUT WITH HANGERS, OFFSETS, UNIONS, ELBOWS AND OUTLETS AS PER MFR'S. RECOMMENDATIONS AND REQ'S., G.C. TO VERIFY. BASIS OF DESIGN IS SAF PERIMETER SYSTEMS. COLOR BY ARCHITECT FROM MFR'S STANDARD KYNAR COLORS. www.saf.com/perimeter-systems//


REMOVE FACE BRICK AND RE-GROUT INTERIOR BRICK WYTHES WHERE MORTAR IS SEVERELY DETERIORATED TO PROVIDE A UNIFIED AND COHESIVE MASONRY WALL AND THEN TUCKPOINT FACE BRICKS WITH MORTAR TO MATCH 1999 SOUTH ENTRY ADDITION.

REMOVE EXST. CAULK ABOVE LINTELS. SCRAPE AND REPAINT LINTELS WITH A GALVANIC PAINT TO MATCH WINDOW FINISH. TUCKPOINT AND RECAULK LINTELS AFTER REPAINTING. TYP. AT ALL WINDOWS

REMOVE EXST. CAULK AROUND WINDOWS, REPAIR, SAND AND REPAINT WINDOW TRIM PANELS AND PROVIDE NEW SEALANT AT WINDOWS. TYP. AT ALL WINDOWS.



PROVIDE 1 1/2" DEEP REGLET CUT INTO MASONRY JOINT FOR MIN. 22ga GALVANIZED METAL FLASHING RECEIVER AND REMOVABLE COUNTER FLASHING.

EXTEND ROOF MEMBRANE UP WALL OR PROVIDE MEMBRANE FLASHING TO WRAP UP WALL AND UNDER FLASHING AS PER ROOF MFR'S. RECOMMENDATIONS SO AS TO NOT VOID EXISTING ROOF WARRANTY.



EXST. CMU AREA WELL




SUPPORT EXTENSIONS AT ELBOW AND MIDPOINT W/ CMU OR SIMILAR.









AL-101AL-101 AL-101 AL-101 AL-101 AL-101 AL-101AL-100AL-100AL-100AL-100AL-100AL-100AL-100 AL-100 AL-101AL-101AL-101AL-101

NOTE: ALL WORK THAT IS DONE ON AND AROUND THE EXST. ROOFS SHALL BE DONE IN COMPLIANCE WITH THE ROOFING MANUFACTURER'S RECOMMENDATIONS AND GUIDANCE SO AS TO NOT VOID THE WARRANTY OF THE EXST. ROOF.













GENERAL NOTES

EL. 100'-0"MAIN LEVEL F.F.

5'-6

" (V

ER

IFY

)4'

-10"

(V

ER

IFY

)

3'-0" (VERIFY)

EL. 100'-0"MAIN LEVEL F.F.

4'-1

0" (

VE

RIF

Y)

5'-6

" (V

ER

IFY

)

2"1'

-4"

2"3'

-8"

2"

2"1'

-4"

2"3'

-8"

2"

ALF-100 ALF-101

ALUMINUM STORE FRONT FRAMING SYSTEM W/ 1" INSULATED LOW-E GLAZING. CLEAR ANODIZED FINISH. KAWNEER 451T OR EQUIVALENT.

ALUMINUM STORE FRONT FRAMING SYSTEM W/ 1" INSULATED LOW-E GLAZING w/ GLASSvent PROJECT OUT OPERABLE WINDOW. CLEAR ANODIZED FINISH. KAWNEER 451T OR EQUIVALENT.

3'-0" (VERIFY)

NOTE:THE HEAD OF THE NEW WINDOWS ARE TO REMAIN AT THE SAME HEIGHT AS THE EXST. WINDOWS. VERIFY HEIGHT & WIDTH OF WINDOW REQ'D. WITH ACTUAL OPENING WHEN MODIFICATIONS TO WINDOW OPENINGS ARE COMPLETE.

2" 2" 2" 2"

#SHEET HISTORY:

?

? - #

Lincoln, Nebraska



402 477.9291 Fax 402 477.6542


Fairway, Kansas



Architecture


Plo

t Ti

me

Sta

mp

:

File

Lo

ca

tio

n/N

am

e:

ISSUED

2/2

8/2

01

7 2

:27

:37

PM

C:\

(1)

Re

vit

Pro

jec

ts\

20

17

\6

43

00

2 -

Ha

stin

gs

Po

lic

e S

tati

on

- A

-17

_a

lan

.eb

ne

r@c

lark

en

ers

en

.co

m.r

vt

Exterior Elevations

A2.10

TCEP No.: 643-002-16



Repointing and

Weatherization



SCALE: 1/8" = 1'-0"

SOUTH ELEVATION1

SCALE: 1/8" = 1'-0"

NORTH FACE ELEVATION2

SCALE: 1/4" = 1'-0"

ALUMINUM FRAME TYPES3

MAIN LEVEL100' - 2"

LANDING 2106' - 9"


TO PRECAST103' - 0"

GRADE LEVEL93' - 1"


REMOVE EXST. CAULKING

BETWEEN DOOR/WINDOW

FRAME AND BRICK AND

PREPARE SURFACES FOR NEW

CONSTRUCTION.

PROVIDE ROD STOCK AND

SEALANT AT JUNCTION OF

ORIGINAL BLDG. AND 1999 SALLY

PORT ADDITION. TYP. EA. SIDE OF

ADDITION.

REMOVE FACE BRICK AND RE-

GROUT INTERIOR BRICK WYTHES

WHERE MORTAR IS SEVERELY

DETERIORATED TO PROVIDE A

UNIFIED AND COHESIVE

MASONRY WALL AND THEN

TUCKPOINT FACE BRICKS WITH

MORTAR TO MATCH 1999 SOUTH

ENTRY ADDITION.

THE 1999 FRONT ENTRY AND REAR SALLY

PORT ADDITIONS ARE NOT INCLUDED IN

THIS PROJECT EXCEPT AS NOTED.

THE 1999 REAR SALLY PORT ADDITIONS

IS NOT INCLUDED IN THIS PROJECT

EXCEPT AS NOTED.

REMOVE EXST. CAULK ABOVE LINTELS.

SCRAPE AND REPAINT LINTELS WITH A

GALVANIC PAINT TO MATCH WINDOW

FINISH. TUCKPOINT AND RECAULK

LINTELS AFTER REPAINTING. TYP. AT ALL

WINDOWS

REMOVE EXST. CAULK AROUND

WINDOWS, REPAIR, SAND AND REPAINT

WINDOW TRIM PANELS AND PROVIDE

NEW SEALANT AT WINDOWS. TYP. AT

ALL WINDOWS.

GRIND / RAKE OUT EXST. MORTAR AND REPOINT FACE

BRICK WITH POINTING MORTAR TO MATCH MORTAR

COLOR OF 1999 SOUTH ENTRY ADDITION. WHERE

NECESSARY REMOVE FACE BRICK AND RE-GROUT

INTERIOR BRICK WYTHES BEFORE PROCEEDING AS

NOTED IN THE SPEC AND DRAWINGS. TYP. OF ALL

EXTERIOR WALLS EXCEPT AS NOTED.

TUCKPOINT AROUND OVERLAYS

AND TRIM ELEMENTS AND REPAIR

AS REQ'D.

PROVIDE NEW COPINGS, CLEATS,

COUNTERFLASHING, SEALANT AND

TUCKPOINTING AS REQ'D. TYP. AT ALL

PARAPET CAPSTONES.

PROVIDE NEW FLASHING, SEALANT

AND/OR TUCKPOINTING AS REQ'D. TYP.

AT ALL MOLDINGS AND SILLS.



AS REQ'D.




PARAPET CAPSTONES.




MAIN LEVEL100' - 2"

LANDING 2106' - 9"


TO PRECAST103' - 0"

GRADE LEVEL93' - 1"


INSTALL ROD STOCK AND

SEALANT AT JUNCTION OF

ORIGINAL BLDG. AND 1999 SALLY

PORT ADDITION. TYP. EA. SIDE OF

ADDITION.

REMOVE FACE BRICK AND RE-GROUT INTERIOR

BRICK WYTHES WHERE MORTAR IS SEVERELY

DETERIORATED TO PROVIDE A UNIFIED AND

COHESIVE MASONRY WALL AND THEN TUCKPOINT

FACE BRICKS WITH MORTAR TO MATCH 1999 SOUTH

ENTRY ADDITION.

THE 1999 FRONT ENTRY

AND REAR SALLY PORT

ADDITIONS ARE NOT

INCLUDED IN THIS PROJECT

EXCEPT AS NOTED.

THE 1999 REAR SALLY PORT ADDITION IS

NOT INCLUDED IN THIS PROJECT EXCEPT

AS NOTED.

REMOVE EXST. CAULK ABOVE LINTELS.

SCRAPE AND REPAINT LINTELS WITH A

GALVANIC PAINT TO MATCH WINDOW

FINISH. TUCKPOINT AND RECAULK

LINTELS AFTER REPAINTING. TYP. AT ALL

WINDOWS

REMOVE EXST. CAULK AROUND

WINDOWS, REPAIR, SAND AND REPAINT

WINDOW TRIM PANELS AND PROVIDE

NEW SEALANT AT WINDOWS. TYP. AT

ALL WINDOWS.




PARAPET CAPSTONES.






AS REQ'D.




PARAPET CAPSTONES.




GRIND / RAKE OUT EXST. MORTAR AND REPOINT FACE

BRICK WITH POINTING MORTAR TO MATCH MORTAR

COLOR OF 1999 SOUTH ENTRY ADDITION. WHERE

NECESSARY REMOVE FACE BRICK AND RE-GROUT

INTERIOR BRICK WYTHES BEFORE PROCEEDING AS

NOTED IN THE SPEC AND DRAWINGS. TYP. OF ALL

EXTERIOR WALLS EXCEPT AS NOTED.


2. THE 1999 FRONT ENTRY AND REAR SALLY PORT

ADDITIONS ARE NOT TO BE INCLUDED IN THE SCOPE OF

THIS PROJECT EXCEPT FOR THE APPLICATION OF SEALANT

WHERE THE OLD AND NEW STRUCTURES JOIN.

3. GRIND / RAKE OUT EXST. MORTAR AND REPOINT FACE

BRICK WITH POINTING MORTAR AT ALL EXTERIOR WALLS

AND CHIMNEY'S EXCEPT FOR THE 1999 SOUTH ENTRY

ADDITION AND IF NOTED OTHERWISE. WHERE NECESSARY

REMOVE FACE BRICK AND RE-GROUT INTERIOR BRICK

WYTHES BEFORE PROCEEDING AS NOTED BELOW AND IN

THE SPECIFICATION. TYP. OF ALL EXTERIOR WALLS EXCEPT

AS NOTED.

4. THE MORTAR COLOR FOR TUCKPOINTING SHALL MATCH

THE MORTAR OF THE 1999 SOUTH ENTRY ADDITION.

5. KNOWN AREAS OF MORTAR JOINT DETERIORATION AND

OPEN MORTAR JOINTS HAVE BEEN NOTED ON THE

ELEVATIONS. OTHER AREAS OF MORTAR JOINT

DETERIORATION MAY BE DISCOVERED AS WORK

COMMENCES AND PER THE SPECIFICATION THE

CONTRACTOR SHALL PROVIDE A UNIT PRICE COST PER

SQUARE FOOT FOR THE REPAIR OF SUCH AREAS. SUCH

REPAIR SHALL INCLUDE THE REMOVAL OF THE FACE BRICK

IN THESE AREAS, REGROUTING OF THE INTERIOR MASONRY

WYTHES WITH THE APPROPRIATE REBUILDING MORTAR AND

THEN REPLACING AND RE-POINTING THE EXTERIOR FACE

BRICK WITH POINTING MORTAR. SUCH DISCOVERED WORK

SHALL PROCEED VIA CHANGE ORDER AND CONSULTATION

WITH THE OWNER AND ARCHITECT.

6. REMOVE CAULK, SCRAPE AND REPAINT ALL LINTELS.

PREPARE ADJACENT AND ADJOINING AREA FOR

RECONDITIONING.

7. REMOVE CAULK AND WEAK MORTAR AT STONE

MOLDINGS, CORNICES AND SILLS. PREPARE ADJACENT AND

ADJOINING AREAS FOR RECONDITIONING AND PREPARE

MOLDINGS AND SILLS FOR NEW FLASHING, SEALANT

AND/OR TUCKPOINTING AS REQ'D. TYP. AT ALL MOLDINGS

AND SILLS.

8. PROVIDE A COMPLETE SYSTEM FOR GUTTERS AND

DOWNSPOUTS TO INCLUDE ALL APPROPRIATE OUTLETS,

HANGERS, ELBOWS, OFFSETS, CONNECTORS, EXPANSION

JOINTS AND EXTENSIONS. G.C. SHALL PROVIDE FIELD

MEASUREMENTS FOR ALL GUTTERS AND DOWNSPOUTS.

9. ALL WORK THAT IS DONE ON AND AROUND THE EXST.

ROOFS SHALL BE DONE IN COMPLIANCE WITH THE ROOFING

MANUFACTURER'S RECOMMENDATIONS AND GUIDANCE SO

AS TO NOT VOID THE WARRANTY OF THE EXST. ROOF.

GENERAL NOTES

#SHEET HISTORY:

?

? - #

Lincoln, Nebraska



402 477.9291 Fax 402 477.6542


Fairway, Kansas



Architecture


Plo

t Ti

me

Sta

mp

:

File

Lo

ca

tio

n/N

am

e:

ISSUED

3/3

/20

17

11

:31

:09

AM

C:\

(1)

Re

vit

Pro

jec

ts\

20

17

\6

43

00

2 -

Ha

stin

gs

Po

lic

e S

tati

on

- A

-17

_a

lan

.eb

ne

r@c

lark

en

ers

en

.co

m.r

vt

Exterior Elevations

A2.11

TCEP No.: 643-002-16



Repointing and

Weatherization



SCALE: 1/8" = 1'-0"

EAST ELEVATION1

SCALE: 1/8" = 1'-0"

WEST ELEVATION2


PROVIDE MIN. 22ga GALVANIZED METAL FLASHING RECEIVER AND REMOVABLE COUNTER FLASHING SET INTO 1 1/2" DEEP REGLET CUT INTO MASONRY JOINT. INSTALL ASSEMBLY SUCH THAT IT COVERS THE EXST. TERMINATION BAR AND NEW SEALANT APPLICATION.




PROVIDE NEW SEALANT AT EXST. TERMINATION BAR AROUND CHIMNEYS BEFORE INSTALLING NEW RECEIVER WITH REMOVABLE COUNTERFLASHING. TYP. AT ALL CHIMNEYS AND PARAPET WALLS.






PROVIDE MIN. 20GA GALVANIZED METAL PARAPET CAP OVER DBL. 2X WOOD CAP LAGGED INTO MASONRY WALL AT MIN. 24" O.C.

PROVIDE MIN. 22ga GALVANIZED METAL FLASHING RECEIVER AND REMOVABLE COUNTER FLASHING SET INTO 1 1/2" DEEP REGLET CUT INTO MASONRY JOINT. INSTALL ASSEMBLY SUCH THAT ITCOVERS THE EXST. TERMINATION BAR AND NEW SEALANT APPLICATION.



2"x 2"x 32"x1/8" GALVANIZED STEEL BENT PLATE WELDED TO BOTTOM OF CHIMNEY CAP FRAME. TYP. 12" IN FROM ENDS OF SIDE WALL, AT MID. POINT AND CENTERED ON EACH END WALL. PT. TO MATCH EXST. FRAMES. ATTACH W/ 3/8" LAG SHIELD ANCHORS AT APPROX. 10" O.C.

















PROVIDE MIN. 20GA GALVANIZED METAL PARAPET CAP OVER DBL. 2X WOOD CAP LAGGED INTO MASONRY WALL AT MIN. 24" B

2

A4.112"x 2"x 18"x1/8" GALVANIZED STEEL BENT PLATE WELDED TO BOTTOM OF CHIMNEY CAP FRAME. TYP. 12" IN FROM ENDS OF SIDE WALL, AT MID. POINT AND CENTERED ON EACH END WALL. PT. TO MATCH EXST. FRAMES. ATTACH W/ 3/8" LAG SHIELD ANCHORS AT APPROX. 10" O.C.

2"x 2"x 28"x1/8" GALVANIZED STEEL BENT PLATE WELDED TO BOTTOM OF CHIMNEY CAP FRAME. TYP. 12" IN FROM ENDS OF SIDE WALL AND CENTERED ON EACH END WALL. PT. TO MATCH EXST. FRAMES. ATTACH W/ 3/8" LAG SHIELD ANCHORS AT APPROX. 10" O.C.


REMOVE FACE BRICK AND RE-GROUT INTERIOR BRICK WYTHES WHERE MORTAR IS SEVERELY DETERIORATED TO PROVIDE A UNIFIED AND COHESIVE MASONRY WALL AND THEN POINT AND RAKE FACE BRICKS.

REMOVE FACE BRICK AND RE-GROUT INTERIOR BRICK WYTHES WHERE MORTAR IS SEVERELY DETERIORATED TO PROVIDE A UNIFIED AND COHESIVE MASONRY WALL AND THEN POINT AND RAKE FACE BRICKS.

AT WALLS WHERE EXST. TERMINATION BAR IS ANGLED, REMOVE EXST. SEALANT AND PROVIDE NEW CONTINUOUSLY TOOLED SEALANT AT TOP AND BOTTOM OF TERMINATION BAR.










2

A4.11

2"x 2"x 32"x1/8" GALVANIZED STEEL BENT PLATE WELDED TO BOTTOM OF CHIMNEY CAP FRAME. TYP. 12" IN FROM ENDS OF SIDE WALL AND CENTERED ON EACH END WALL. PT. TO MATCH EXST. FRAMES. ATTACH W/ 3/8" LAG SHIELD ANCHORS AT APPROX. 10" O.C.



CONTINUOUS CLEAT

SEALANT

CONTINUOUS CLEAT

AFTER REMOVING EXST. CAULK/SEALANT PROVIDE NEW SEALANT AT EXST. TERMINATION BAR

EXISTING MULTI-WYTHE BRICK WALL

EXISTING CAPSTONE

WOOD BLOCKING AS REQ'D.

3 1/2" 1'-1 1/8"

EXISTING ROOF MEMBRANE, FLASHING AND TERMINATION BAR TO REMAIN

1 1/

4"

NEW COUNTERFLASHING TO COVER EXST. TERMINATION BAR, VERIFY LENGTH REQ'D.

VERIFY LENGTH REQ'D.

1'-4 5/8"

2 1/

2"

SEALANT


SEALANT

WEDGE

NEW SEALANT

EXST. TERMINATION BARCOUNTER FLASHING

EXST. MASONRY CONSTRUCTION

EXST. ROOF MEMBRANE AND/OR MEMBRANE FLASHING.


FASTENERS AT APPROX. 24" O.C.










GENERAL NOTES

.125 HEAVY DUTY ALUM. SUPPORT BRACKET

.125 HEAVY DUTY ALUM. INTERIOR SUPPORT BRACKET

.063 ALUM. GUTTER LINER

MIN. 050 ALUM. SNAP-ON GUTTER FASCIA

7 1/

4"2"

2"5

1/4"

7 1/8"

5 1/8" 3 1/8"

6 1/2"

5 3/

4"

1"8

1/8"

4 3/4" 1 3/4"

EXST. ROOF MEMBRANE

TERMINATION BAR

SEALANT

MIN. .050 ALUM. FLASHING

EXST. ROOF EDGE CONSTRUCTION


DOWNSPOUT BEYOND


SEALANT

WEDGE

EXST. MASONRY CONSTRUCTION

PROVIDE MIN. .063 PREFINISHED FORMED ALUMINUM FLASHING SET INTO 1 1/2" DEEP REGLET CUT INTO MASONRY JOINT. INSTALL FLASHING PER MR'S REQ'S AND RECOMMENDATIONS. COLOR BY ARCHITECT FROM MFR'S STANDARD KYNAR COLORS.

FASTENERS PER MFR'S. REQ'S.

1'-0

"

8"

NEW 12"W x12"Hx8"D (VERIFY SIZE REQ'D) x .063 FORMED ALUMINUM CONDUCTOR HEAD, SAF STYLE 1 OR EQUAL AS PER MFR'S. RECOMMENDATIONS AND REQ'S., G.C. TO VERIFY. BASIS OF DESIGN IS SAF PERIMETER SYSTEMS. COLOR BY ARCHITECT FROM MFR'S STANDARD KYNAR COLORS. www.saf.com/perimeter-systems/











2"x 2"x 13"x1/8" GALVANIZED STEEL BENT PLATE WELDED TO BOTTOM OF CHIMNEY CAP FRAME. TYP. 12" IN FROM ENDS OF SIDE WALL,AT CENTER AND CENTERED ON EACH END WALL. PT. TO MATCH EXST. FRAMES. ATTACH W/ 3/8" LAG SHIELD ANCHORS AT APPROX. 10" O.C.









2"x 2"x 12"x1/8" GALVANIZED STEEL BENT PLATE WELDED TO BOTTOM OF CHIMNEY CAP FRAME. TYP. 12" IN FROM ENDS OF SIDE WALL, AT 1/3 POINTS AND CENTERED ON EACH END WALL. PT. TO MATCH EXST. FRAMES. ATTACH W/ 3/8" LAG SHIELD ANCHORS AT APPROX. 6" APART.

#SHEET HISTORY:

?

? - #

Lincoln, Nebraska



402 477.9291 Fax 402 477.6542


Fairway, Kansas



Architecture


Plo

t Ti

me

Sta

mp

:

File

Lo

ca

tio

n/N

am

e:

ISSUED

2/2

8/2

01

7 2

:27

:40

PM

C:\

(1)

Re

vit

Pro

jec

ts\

20

17

\6

43

00

2 -

Ha

stin

gs

Po

lic

e S

tati

on

- A

-17

_a

lan

.eb

ne

r@c

lark

en

ers

en

.co

m.r

vt

Roof Elevation Details

A2.12

TCEP No.: 643-002-16



Repointing and

Weatherization



SCALE: 1/4" = 1'-0"

ROOF ELEVATION DETAIL1

SCALE: 1/4" = 1'-0"

ROOF ELEVATION DETAIL 22

SCALE: 1/4" = 1'-0"


SCALE: 1/4" = 1'-0"


SCALE: 3" = 1'-0"

PARAPET CAP7

SCALE: 3" = 1'-0"

TYPICAL COUNTER FLASHING DETAIL8

SCALE: 3" = 1'-0"

GUTTER SECTION9

SCALE: 3" = 1'-0"

TYPICAL CONDUCTOR HEAD SECTION10

SCALE: 1/4" = 1'-0"


SCALE: 1/4" = 1'-0"


MA

IN L

EV

EL

100'

- 2

"

T.O

. LO

W P

AR

AP

ET

130'

- 3

"

TO

PR

EC

AS

T10

3' -

0"

GR

AD

E L

EV

EL

93' -

1"

UP

PE

R L

EV

EL

113'

- 7

"

DO

WN

SP

OU

T E

XT

EN

SIO

N T

O

EX

TE

ND

OV

ER

CO

NC

RE

TE

ED

GIN

G

TO

LA

ND

SC

AP

E.

VE

RIF

Y L

EN

GT

H

RE

Q'D

. SU

PP

OR

T A

T E

LBO

W A

ND

AT

IN

TE

RM

ED

IAT

E P

OIN

TS

AS

PE

R

MF

R'S

. R

EQ

'S.

NE

W 1

2"W

x12

"Hx8

"Dx

.063

FO

RM

ED

A

LUM

INU

M C

ON

DU

CT

OR

HE

AD

, S

AF

S

TY

LE 1

OR

EQ

UA

L A

S P

ER

MF

R'S

. R

EC

OM

ME

ND

AT

ION

S A

ND

RE

Q'S

., G

.C.

TO

VE

RIF

Y.

BA

SIS

OF

DE

SIG

N IS

SA

F

PE

RIM

ET

ER

SY

ST

EM

S. C

OLO

R B

Y

AR

CH

ITE

CT

FR

OM

MF

R'S

ST

AN

DA

RD

K

YN

AR

CO

LOR

S.

ww

w.s

af.c

om/p

erim

eter

-sy

stem

s/

NE

W 6

x6x

.125

EX

TR

UD

ED

ALU

MIN

UM

D

OW

NS

PO

UT

S W

ITH

HA

NG

ER

S, O

FF

SE

TS

, U

NIO

NS

, E

LBO

WS

AN

D O

UT

LET

S A

S P

ER

M

FR

'S.

RE

CO

MM

EN

DA

TIO

NS

AN

D R

EQ

'S.,

G

.C.

TO

VE

RIF

Y.

BA

SIS

OF

DE

SIG

N IS

SA

F

PE

RIM

ET

ER

SY

ST

EM

S. C

OLO

R B

Y

AR

CH

ITE

CT

FR

OM

MF

R'S

ST

AN

DA

RD

KY

NA

R

CO

LOR

S. w

ww

.saf

.com

/per

imet

er-s

yste

ms/

NE

W 6

x4x

.125

EX

TR

UD

ED

ALU

MIN

UM

D

OW

NS

PO

UT

WIT

H H

AN

GE

RS

, OF

FS

ET

S,

UN

ION

S,

ELB

OW

S A

ND

OU

TLE

TS

AS

PE

R

MF

R'S

. R

EC

OM

ME

ND

AT

ION

S A

ND

RE

Q'S

., G

.C.

TO

VE

RIF

Y.

BA

SIS

OF

DE

SIG

N IS

SA

F

PE

RIM

ET

ER

SY

ST

EM

S. C

OLO

R B

Y

AR

CH

ITE

CT

FR

OM

MF

R'S

ST

AN

DA

RD

KY

NA

R

CO

LOR

S. w

ww

.saf

.com

/per

imet

er-s

yste

ms/

PR

OV

IDE

NE

W C

OP

ING

S, C

LEA

TS

, C

OU

NT

ER

FLA

SH

ING

, SE

ALA

NT

AN

D

TU

CK

PO

INT

ING

AS

RE

Q'D

. TY

P.

AT

ALL

P

AR

AP

ET

CA

PS

TO

NE

S.

PR

OV

IDE

NE

W F

LAS

HIN

G, S

EA

LAN

T

AN

D/O

R T

UC

KP

OIN

TIN

G A

S R

EQ

'D.

TY

P.

AT

ALL

MO

LDIN

GS

AN

D S

ILLS

.

RE

PA

IR S

CU

PP

ER

FLA

SH

ING

AS

R

EQ

'D.

AN

D R

EP

AIR

, RE

FU

RB

ISH

A

ND

RE

PA

INT

EX

ST

. S

CU

PP

ER

A

ND

OU

TLE

T A

S R

EQ

'D.

CO

NN

EC

T

NE

W D

OW

NS

PO

UT

TO

R

EF

UR

BIS

HE

D

OU

TLE

T.

MO

DIF

Y

OU

TLE

T A

S R

EQ

'D. T

O P

RO

VID

E

AN

EF

FE

CT

IVE

AN

D W

AT

ER

TIG

HT

C

ON

NE

CT

ION

.

NE

W 6

x6x

.125

EX

TR

UD

ED

ALU

MIN

UM

D

OW

NS

PO

UT

S W

ITH

HA

NG

ER

S, O

FF

SE

TS

, U

NIO

NS

, E

LBO

WS

AN

D O

UT

LET

S A

S P

ER

M

FR

'S.

RE

CO

MM

EN

DA

TIO

NS

AN

D R

EQ

'S.,

G

.C.

TO

VE

RIF

Y.

BA

SIS

OF

DE

SIG

N IS

SA

F

PE

RIM

ET

ER

SY

ST

EM

S. C

OLO

R B

Y

AR

CH

ITE

CT

FR

OM

MF

R'S

ST

AN

DA

RD

KY

NA

R

CO

LOR

S. w

ww

.saf

.com

/per

imet

er-s

yste

ms/

RE

MO

VE

EX

ST

. CA

ULK

AB

OV

E L

INT

ELS

. S

CR

AP

E A

ND

RE

PA

INT

LIN

TE

LS W

ITH

A

GA

LVA

NIC

PA

INT

TO

MA

TC

H W

IND

OW

F

INIS

H. T

UC

KP

OIN

T A

ND

RE

CA

ULK

LI

NT

ELS

AF

TE

R R

EP

AIN

TIN

G.

TY

P. A

T A

LL

WIN

DO

WS

RE

MO

VE

EX

ST

. CA

ULK

AR

OU

ND

W

IND

OW

S, R

EP

AIR

, SA

ND

AN

D R

EP

AIN

T

WIN

DO

W T

RIM

PA

NE

LS A

ND

PR

OV

IDE

N

EW

SE

ALA

NT

AT

WIN

DO

WS

. TY

P. A

T

ALL

WIN

DO

WS

.

RE

MO

VE

EX

ST

. CA

ULK

AB

OV

E L

INT

ELS

. S

CR

AP

E A

ND

RE

PA

INT

LIN

TE

LS W

ITH

A

GA

LVA

NIC

PA

INT

TO

MA

TC

H W

IND

OW

F

INIS

H. T

UC

KP

OIN

T A

ND

RE

CA

ULK

LI

NT

ELS

AF

TE

R R

EP

AIN

TIN

G.

TY

P. A

T A

LL

WIN

DO

WS

RE

MO

VE

EX

ST

. CA

ULK

AR

OU

ND

W

IND

OW

S, R

EP

AIR

, SA

ND

AN

D R

EP

AIN

T

WIN

DO

W T

RIM

PA

NE

LS A

ND

PR

OV

IDE

N

EW

SE

ALA

NT

AT

WIN

DO

WS

. TY

P. A

T

ALL

WIN

DO

WS

.

RE

MO

VE

EX

ST

. CA

ULK

AB

OV

E L

INT

ELS

. S

CR

AP

E A

ND

RE

PA

INT

LIN

TE

LS W

ITH

A

GA

LVA

NIC

PA

INT

TO

MA

TC

H W

IND

OW

F

INIS

H. T

UC

KP

OIN

T A

ND

RE

CA

ULK

LI

NT

ELS

AF

TE

R R

EP

AIN

TIN

G.

TY

P. A

T A

LL

WIN

DO

WS

RE

MO

VE

EX

ST

. CA

ULK

AR

OU

ND

W

IND

OW

S, R

EP

AIR

, SA

ND

AN

D R

EP

AIN

T

WIN

DO

W T

RIM

PA

NE

LS A

ND

PR

OV

IDE

N

EW

SE

ALA

NT

AT

WIN

DO

WS

. TY

P. A

T

ALL

WIN

DO

WS

.

A2.

12

10

#SHEET HISTORY:

?

? - #

Lincoln, Nebraska



402 477.9291 Fax 402 477.6542


Fairway, Kansas



Architecture


Plo

t Ti

me

Sta

mp

:

File

Lo

ca

tio

n/N

am

e:

ISSUED

2/2

8/2

01

7 2

:27

:40

PM

C:\

(1)

Re

vit

Pro

jec

ts\

20

17

\6

43

00

2 -

Ha

stin

gs

Po

lic

e S

tati

on

- A

-17

_a

lan

.eb

ne

r@c

lark

en

ers

en

.co

m.r

vt

Wall Sections

A4.10

TCEP No.: 643-002-16



Repointing and

Weatherization



SC

ALE

: 3

/4"

= 1'

- 0"

WA

LL

SE

CT

ION

1

MAIN LEVEL100' - 2"


TO PRECAST103' - 0"


SALLY PORT



NEW 20"W x12"Hx8"Dx .063 FORMED ALUMINUM CONDUCTOR HEAD, SAF STYLE 1 OR EQUAL AS PER MFR'S. RECOMMENDATIONS AND REQ'S., G.C. TO VERIFY. BASIS OF DESIGN IS SAF PERIMETER SYSTEMS. COLOR BY ARCHITECT FROM MFR'S STANDARD KYNAR COLORS. www.saf.com/perimeter-systems/

PROVIDE 1 1/2" DEEP REGLET CUT INTO MASONRY JOINT FOR MIN. 22ga GALVANIZED METAL FLASHING RECEIVER AND REMOVABLE COUNTER FLASHING.

MEMBRANE FLASHING TO EXTEND UP EXST. MASONRY WALL TO BE TERMINATED W/ TERMINATION BAR UNDER NEW COUNTER FLASHING. ATTACH MEMBRANE FLASHING TO EXST. ROOF MEMBRANE AS PER ROOF MFR'S. RECOMMENDATIONS SO AS TO NOT VOID EXISTING ROOF WARRANTY.




11'-6" (VERIFY)

A2.12

9

MIN. 60 mil MEMBRANE FLASHING AT WINDOWS TO EXTEND UP NEW CMU INFILL TO WRAP OVER CMU / BLOCKING AND UNDER FLASHING AND NEW SILL TRIM PANEL. ATTACH MEMBRANE FLASHING TO EXST. ROOF MEMBRANE AS PER ROOF MFR'S. RECOMMENDATIONS SO AS TO NOT VOID EXISTING ROOF WARRANTY.

PRECAST CONC. SPLASH BLOCK

EXST. ROOF DRAIN

EXST. ROOF DRAIN





OFFICE

208

OFFICE

303

MECHANICAL

104

PROVIDE NEW INDIVIDUAL ALUM. STOREFRONT WINDOWS W/ 1" INSULATED LOW-E GLAZING TO FIT INTO MODIFIED EXST. WINDOW OPENING. PROVIDE OPERABLE AWNING WINDOWS AS INDICATED. MODIFY EXST. METAL TRIM ELEMENTS AS REQUIRED AND PROVIDE NEW SILLS AND FLASHING . TYP AT NORTH SIDE, MAIN FLOOR WINDOWS. BASIS OF DESIGN IS EFCO 800 SERIES, THERMALLY BROKEN, STORE FRONT FRAMING SYSTEM WITH PROJECT OUT WINDOWS WITH INSECT SCREENS AS INDICATED ON THE ELEVATIONS.

TO PRECAST103' - 0"

EXTEND MEMBRANE FLASHING UP NEW CMU INFILL TO WRAP OVER CMU / BLOCKING AND UNDER FLASHING AND NEW SILL TRIM PANEL. ATTACH MEMBRANE FLASHING TO EXST. ROOF MEMBRANE AS PER ROOF MFR'S. RECOMMENDATIONS SO AS TO NOT VOID EXISTING ROOF WARRANTY.

PROVIDE NEW INDIVIDUAL ALUM. STOREFRONT WINDOWS W/ 1" INSULATED LOW-E GLAZING TO FIT INTO MODIFIED EXST. WINDOW OPENING. PROVIDE OPERABLE AWNING WINDOWS AS INDICATED. MODIFY EXST. METAL TRIM ELEMENTS AS REQUIRED AND PROVIDE NEW SILLS AND FLASHING . TYP AT NORTH SIDE, MAIN FLOOR WINDOWS. BASIS OF DESIGN IS EFCO 800 SERIES, THERMALLY BROKEN, STORE FRONT FRAMING SYSTEM WITH PROJECT OUT WINDOWS WITH INSECT SCREENS AS INDICATED ON THE ELEVATIONS.

CONFERENCE

210

PORTLAND CEMENT GYPSUM PLASTER WALL FINISH TO MATCH SURROUNDING SURFACE, PT. TO MATCH EXST.

FLASHING, EXTEND UNDER NEW SILL TRIM PANEL

TERMINATION BAR & SEALANT

8" CMU INFILL TO MATCH EXST. WALL DEPTH. GROUT CORES SOLID

EXST. GALV. STEEL GRATE TO BE REINSTALLED

2x2x3/16 CONT. ANGLE SUPPORTS

EXTEND AREAWAY SIDEWALLS W/ 8" CMU AND SOLID CMU CAP. GROUT CORE SOLID.

WOOD BLOCKING

EXTEND MEMBRANE FLASHING UP WALL TO WRAP OVER TOP OF CURB. ATTACH TO EXST. ROOF AS PER ROOF MFR'S. RECOMMENDATIONS SO AS TO NOT VOID EXISTING ROOF WARRANTY.

VERIFY EXST.T.O. EXST. OPENING

MODIFY EXST. WINDOW JAMB TRIM PANELS. SCRAPE, SAND, PROVIDE NEW SEALANT AND REPAINT TO MATCH EXST.


VERIFY EXST.B.O. EXST. OPENING

MODIFY EXST. WINDOW JAMB TRIM AND PROVIDE NEW 1/2" THICK SOLID SURFACE SILL . COLOR BY ARCHITECT.

EXST. WINDOW HEAD TRIM PANELS TO REMAIN. SCRAPE, SAND, PROVIDE NEW SEALANT AND REPAINT TO MATCH EXST.

PROVIDE NEW SILL TRIM PANEL. TO FIT MODIFIED. WINDOW JAMB TRIM PANELS. SEAL AND PAINT TO MATCH EXST.

6" HIGH CMU AT TOP. GROUT CORES SOLID

RIGID INSULATION


SAND, PAINT, RECONDITION AND PROVIDE NEW SCREENS AS NECESSARY FOR EXST. STEEL CAP STRUCTURES AT CHIMNEYS AND REINSTALL ONTO CHIMNEYS AFTER THE RECONDITIONING OF THE CHIMNEYS. PAINT WITH ZINC RICH PAINT. COLOR BY ARCHITECT.

PROVIDE MIN. 20GA GALVANIZED METAL PARAPET CAP OVER 60 mil EPDM MEMBRANE FLASHING AT CHIMNEY PERIMETER AND INTERSECTING WALLS . PROVIDE RIVETED OR SOLDERED JOINTS AS REQ'D AT INTERSECTIONS AND CORNERS.2"x 2"x 32" (VARIES)x1/8" GALVANIZED STEEL BENT PLATE WELDED TO BOTTOM OF CHIMNEY CAP FRAME, PT. TO MATCH EXST. FRAMES. PROVIDE RUBBER GASKET BETWEEN BENT PLATE AND METAL CAP. ATTACH W/ 3/8" LAG SHIELD ANCHORS AT APPROX. 10" O.C.

ATTACH FRAME TO TOP PLATE WITH 3/8" LAG BOLTS AT MAX. 24" O.C.

5"

8" - VERIFY

DBL. 2X WOOD CAP LAGGED INTO MASONRY WALL AT MIN. 24" O.C.

INTERSECTING INTERIOR WALL BEYOND.

#SHEET HISTORY:

?

? - #

Lincoln, Nebraska



402 477.9291 Fax 402 477.6542


Fairway, Kansas



Architecture


Plo

t Ti

me

Sta

mp

:

File

Lo

ca

tio

n/N

am

e:

ISSUED

2/2

8/2

01

7 2

:27

:41

PM

C:\

(1)

Re

vit

Pro

jec

ts\

20

17

\6

43

00

2 -

Ha

stin

gs

Po

lic

e S

tati

on

- A

-17

_a

lan

.eb

ne

r@c

lark

en

ers

en

.co

m.r

vt

Wall Sections

A4.11

TCEP No.: 643-002-16



Repointing and

Weatherization



SCALE: 3/4" = 1'-0"

WALL SECTION1

SCALE: 1" = 1'-0"

WALL SECTION3

SCALE: 1 1/2" = 1'-0"

WALL SECTION2