project: request for bids issued by salt lake county...

1

Date: February 27, 2017

Amendment Number 1

Project: General Contractors Request for Bids Issued by Salt Lake County Project: Abravanel Hall Lobby Escalator Project #:SLCo FAC36179 Const Closing date: 3-3-2017 12:00 PM (Noon)

______________________________________________________________________ This amendment represents clarifications and additions to the Request for Bids (RFB) and any of its respective parts. These changes are to be considered part of said documents as though they were included in the original documents. Any terms or conditions of said documents not modified by Amendment No. 1 shall remain unchanged. _______________________________________________________________________

Note the questions due date has been extended until 4:00 pm on February 28, 2017. Add - Attachment #1 which shows those bidders who attended the Prebid Conference.

See additional pages for any changes to specifications and drawings.

90 SOUTH 400 WEST, STE 110, SALT LAKE CITY, UT 84101 | +1 801 532 2393 | www.hksinc.com

Abravanel Hall Escalator Remodel Project Amendment #1

Project: Salt Lake County Center for the Arts Utah Symphony | Utah Opera Abravanel Hall Escalator Remodel HKS Project No. 17350.010

Date: 27 February 2017

To: Salt Lake County Center for the Arts

From: HKS Architects, Inc 90 South 400 West, Suite 110 Salt Lake City, Utah 84101 (801) 532-2393

The Pricing Documents shall be amended and/or revised by Addendum hereinafter specified and all Work affected by this Addendum shall be included.

Except as may otherwise be described, labor and materials for the Work hereinafter shall conform to all requirements of the original Contract Documents.

Answers to Pre-Bid Questions dated 2/22/17: See attached narrative for pre-bid questions and responses provided. The associated drawing revisions, as outlined below, also address bidder’s questions.

Specification Revisions: See attached revised Table of Contents. Section 07 1616 Crystalline Waterproofing has been deleted. See attached revised section 05 7300 Ornamental Handrails and Railings. See attached new section 07 1328 Pre-applied Sheet Waterproofing. See attached new section 07 1352 Modified Bituminous Sheet Waterproofing. See attached revised section 14 3100 Escalators.

Architectural Revisions: Sheet ALS.01- The existing building and other existing elements on Existing Level 01 plan are updated graphically to show screened. Sheet A2.02- Two existing bollards are added to plans to be removed and replaced. Notes revised on demo plan and new floor plan. Sheet A8.01 – Details 06, 07, 10, 11 and 12 have updated dimensions and revised notes. Detail 08 “MF09 – Freestanding Partition support” is deleted.

Sheet A8.02 – Details 02, 05 and 13 are revised to match structural walls and footing elevations.

Structural Revisions: Sheet S1.01 – Added concrete wall below new stair. Sheet S5.01 – Detail 4 and 6 are revised. Added anchor details 8 and 9 for guardrail wall. Sheet S5.02 – Note added to detail 1.

Plumbing Revisions: Sheet P1.01 – Added floor drain in base of escalator pit with discharge in mechanical room.

Please note, this Amendment herein is 55 pages total.

End of Amendment #1

Abravanel Hall ‐ Escalator Project

Pre‐Bid Questions:

1

Question: Detail 05 on A8.02 shows a note that reads: "slope floor & provide sump pump per ASME6.1.3.15‐ ref

plumb". I don't see any reference to this on the plumbing pages. Can you clarify the scope of this work? Response: The note on detail A8.02/05 has been revised. A drain and waste line has been added to the plumbing

drawings. See amendment #1.

2

Question:There appears to be a discrepancy between the mix designs called out in the specifications and the

structural notes in the drawings. The specifications are much more stringent. Please clarify the intent.

Response: The intent is that the contractor will compy with the more strict of the 2 requirements.

3

Question:I cannot find a specification on the "Underslab Waterproofing Barrier" which is found under and around all

of the new concrete slabs, footings and walls. Please provide a specification of what you are looking for.

Response: See attached Addendum #1 narrative and added Spec Sections 071328 and 071352, for the added spec.

4

Question:The only reference to the Crystalline Waterproofing that I can find on the drawings is on Details 11 & 12 on

A8.01. But I can't see that these details are called out anywhere else on the plan. Is this waterproofing meant to cover

the entire concrete tunnel that we are creating? Can you please clarify? Response: The crystalline waterproofing has been deleted. See Amendment #1 narrative and added Spec

Sections 071328 and 071352.

5 Question: Can you provide the building story drift?

Response: No ‐ We did not provide a lateral analysis on the building.

6

Question: Can you please give more detail regarding the construction of the mechanical HVAC tunnel? It appears that

it is a metal stud framed tunnel with 5/8" drywall on the inside of the tunnel. Is this correct? Is the inside then lined

with sheetmetal? What is the 1" gypsum liner panels and how do they attach, or how are they supported? A more

detailed cut of that tunnel would be helpful. Response: The 1" gypsum liner panels are attached on the "blind" side of the tunnel through the use of a 4" C‐H

metal studs ‐ construction similar to a vertical shaft. See A8.02/03 for section detail.

7

Question: On Detail 05 on A8.02 there is a note pointing to a "20 GA. Galvanized Sheet Mtl Pan Enclosure. I cannot

see it referenced on any cross section detail. Perhaps this is part of the escalator assembly? Could you please clarify

what this is and what the intent is.

Response: The galvanized sheet is part of the escalator assembly.

8 Question: Has the start date been set yet?

Response: The County has notified us that the Construction Start date is to be Monday, June 5th, 2017.

9

Question: It was mentioned at the pre‐bid meeting that we would need to remove 2 concrete bollards just outside of

the glass storefront. Do you have any idea if they are surface mounted or if they have a footing that will need to be Response: We do not know the installation of the bollards ‐ as the as‐built information was not available, however it

is likely the concrete bollards were installed with anchor bolst set in grout. The bollards will need to be removed

and replaced. See Amendment #1 Revisions to drawings.

10

Question: The escalators weigh approximately 15,000 lbs each. Will the existing structure above the mechanical

room be able to support this weight, or will additional shoring be required?Response: The Contractor will need to provide shoring if the escalator is placed on the existing floor over the mechanical room.

DRAWING ABBREVIATIONS PROJECT SUMMARY

LEGEND

A

AB ANCHOR BOLTAD AREA DRAINAC AIR CONDITIONINGACT ACOUSTICAL CEILING TILEADD ADDENDUMADD'L ADDITIONALADJ ADJACENTAFF ABOVE FINISHED FLOORAGGR AGGREGATEAL ALUM ALUMINUMALT ALTERNATEANOD ANODIZEDAPPROX APPROXIMATEARCH ARCHITECTURAL

B

B.M. BENCH MARKBD BOARDBETW BETWEENBF BACKFACEBG BUMPER GUARDBL BED LOCATORBL BUILDING LINEBLDG BUILDINGBLKG BLOCKINGBM BEAMBOT BOTTOMBR BUMPER RAILBRG BEARINGBSMT BASEMENTBU ROD BACK-UP RODBUR BUILT-UP ROOFBW BEARING WALL

C

C COMPACT PARKING SPACECDR CARD READERCEM CEMENTCER CERAMICCG CORNER GUARDCIP CAST IN PLACECJ CONTROL JOINTCJ CONSTRUCTION JOINTCL CENTER LINECLG CEILINGCLR CLEARCMU CONCRETE MASONRY UNITCOL COLUMNCOMM COMMUNICATIONSCONC CONCRETECONN CONNECTIONCONST CONSTRUCTIONCONT CONTINUOUSCOORD COORDINATECPE CHLORINATED POLYETHYLENECOOR CORRIDORCR COLD ROLLEDCR CRASH RAILCSK COUNTERSUNKCT CERAMIC TILECTD CENTEREDCTR CENTERCW CURTAIN WALL

D

D DEPTHDBA DEFORMED BAR ANCHORDET DETAILDF DRINKING FOUNTAINDIA DIAMETERDIAPH DIAPHRAGMDIM DIMENSIONDJ DEFLECTION JOINTDL DEAD LOADDN DOWNDRG DRAWINGDS DOWN SPOUTDWGS DRAWINGSDWLS DOWELS

E

EA EACHEF EACH FACEEIFS EXTERIOR INSULATION AND

FINISH SYSTEMEJ EXPANSION JOINTEL ELEVATIONELEC ELECTRICELEV ELEVATOREOS EDGE OF SLABEQ EQUALEQUIP EQUIPMENTESC ESCALATOREW EACH WAYEWC ELECTRIC WATER COOLEREXIST EXISTINGEXP BLT EXPANSION BOLTEXT EXTERIOR

F

FD FLOOR DRAINFDN FOUNDATIONFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFF FINISH FLOORFHC FIRE HOSE CABINETFIB FIBERGLASSFIN FINISHFLR FLOORFS FAR SIDEFT FOOTFTG FOOTINGFV FIELD VERIFYFVC FIRE VALVE CABINET

G

GA GAUGEGALV GALVANIZEDGB GRADE BEAMGEN GENERALGFRC GLASS-FIBER REINFORCED

CONCRETEGI GALVANIZED IRONGL GLASSGM GLAZED MASONRY UNITGND GROUNDGR GRADEGRG GLASS-REINFORCED GYPSUMGYP BD GYPSUM BOARD

H

HB HOSE BIBHDW HARDWAREHDWD HARDWOODHK HOOKHM HOLLOW METALHOR HORIZONTALHP HIGH POINTHR HOURHS HEADED STUDHSKP HOUSEKEEPINGHT HEIGHTHW HAND WASHHW HEAD OF WALL

I

IBC INTERNATIONAL BUILDINGCODE

ID INSIDE DIAMETERINSUL INSULATIONINT INTERIOR

J

K

K KIPS (1000 LB)KO KNOCK-OUTKP KICKPLATEKPD KEYPADKSF KIPS PER SQUARE FOOT

L

L ANGLELAV LAVATORYLG LONGLKB LOCKABLELL LIVE LOADLLH LONG LEG HORIZONTALLLV LONG LEG VERTICALLOC LOCATIONLP LOW POINTLT LIGHTLWC LIGHTWEIGHT CONCRETE

M

MAS MASONRYMAT'L MATERIALMAX MAXIMUMMECH MECHANICALMEMB MEMBRANEMEP MECHANICAL, ELECTRICAL

AND PLUMBINGMFG MANUFACTURERMGO MEDICAL GAS OUTLETMIN MINIMUMMISC MISCELLANEOUSMO MASONRY OPENINGMOB MEDICAL OFFICE BUILDINGMOD BIT MODIFIED BITUMENMOD MODIFIEDMSL MEAN SEA LEVELMTL METAL

N

NA NOT AVAILABLENIC NOT IN CONTRACTNOA NOTICE OF ACCEPTANCEBY FLORIDA GOVERNING

AUTHORITYNOM NOMINALNS NEAR SIDENTS NOT TO SCALENWC NORMAL WEIGHTCONCRETE

O

OA OVER ALLOC ON CENTEROD OUTSIDE DIAMETEROD OVERFLOW DRAINOFCI OWNER FURNISHED,

CONTRACTOR INSTALLEDOFOI OWNER FURNISHED, OWNER

INSTALLEDOH OPPOSITE HANDOPNG OPENINGOPP OPPOSITEOSF OUTSIDE FACE

P

P LAM PLASTIC LAMINATEPC PRECAST CONCRETEPCF POUNDS PER CUBIC FOOTPCP PORTLAND CEMENT

PLASTERPENT PENTHOUSEPL PROPERTY LINEPL PLATEPLUMB PLUMBINGPLYWD PLYWOODPP PUSH PLATEPOL POLISHEDPORT CEM PORTLAND CEMENTPR PAIRPREFAB PREFABRICATEDPSF POUNDS PER SQUAREFOOTPSI POUNDS PER SQUARE INCHPT POINTPT PNEUMATIC TUBEPTD PAINTED

R

R RISERRAD RADIUSRAF RUBBERIZED ASPHALT

FLASHINGRAM RUBBERIZED ASPHALT

MEMBRANERAU RUBBERIZED ASPHALT

UNDERLAYMENTRCP REFLECTED CEILING PLANRD ROOF DRAINREBAR REINFORCING BARRECP RECEPTACLEREF REFER OR REFERENCEREINF REINFORCINGRELOC RELOCATE/RELOCATEDREQ'D REQUIREDRFVC RECESSED FIRE VALVE

CABINETRM ROOMRO ROUGH OPENING

SAB SOUND ATTENUATION BLANKET

SBC STANDARD BUILDING CODESCHED SCHEDULESDL SUPERIMPOSED DEADLOADSECT SECTIONS/H SINGLE HUNGSHWR SHOWERSIM SIMILARSO STRUCTURAL OPENINGSOG SLAB ON GRADESP STAND PIPESPA SPACE, SPACINGSPEC SPECIFICATIONSQ SQUARESS STAINLESS STEELSSF SOLID SURFACESTA STATIONSTC SOUND TRANSMISSION

CLASSSTD STANDARDSTIFF STIFFENERSTIR STIRRUPSTL STEELSTRUC STRUCTURALSYM SYMMETRICALSYS SYSTEM

S

T

T TREADT&B TOP AND BOTTOMTC TOP OF CURBTEL TELEPHONETEMP TEMPERATURETHK THICKTLT TOILETTO TOP OFTOB TOP OF BEAMTOC TOP OF CONCRETETOF TOP OF FOOTINGTOP TOP OF PARAPETTOS TOP OF SLABTOSTL TOP OF STEELTRSH CH TRASH CHUTETW TOP OF WALLTYP TYPICAL

U

U/C UNDER COUNTERU/G UNDERGROUNDUNO UNLESS NOTED OTHERWISE

VAR VARIESVCT VINYL COMPOSITION TILEVERT VERTICALVEST VESTIBULEVWC VINYL WALL COVERING

V

W/ WITHW/C WHEEL CHAIRW/O WITHOUTW WIDTHWP WATERPROOF(ING)WD WOODWF WIDE FLANGEWL WIND LOADWP WORK POINTWPO WORK POINT - POINT OF

ORIGINWP1 WORK POINT - NUMBEREDWWF WELDED WIRE FABRIC

W

CONCRETE/ PRECASTCONCRETE

SOIL

SAND, EIFS FINISH COAT,OR CEMENT PLASTER

BRICK

CMU

STONE

FIBERGLASS SEMI RIGIDINSULATION

FIBERGLASS BATTINSULATION

MINERAL WOOL SEMI RIGIDINSULATION

EXPANDED POLYSTYRENERIGID INSULATION

EXTRUDED POLYSTYRENERIGID INSULATION

POLYISOCYANURATE RIGIDINSULATION

GYPSUM BOARD

EXTERIOR GYPSUMSHEATHING

EXTERIOR CEMENTBOARD

COATED GLASS MATWATER RESISTANTGYP BD

PLYWOOD

COVER BOARD

MATERIALS

ROOM NAME

XXXXX

X

X

1

A0.XX

X

A3

A3

ROOM NAME/NUMBER

EXISTING COLUMNCENTERLINE

COLUMN CENTERLINE

ACCESSORY

DEMOLITION NUMBEREDNOTES

BUILDING WALLSECTION

ELEVATION

SECTION DETAIL

PLAN, BLOW-UP DETAIL

INTERIOR ELEVATIONINDICATOR

DIRECTION INDICATOR

PARTITION TYPE WITH NOSOUND ATTENUATION

PARTITION TYPE WITHSOUND ATTENUATION

CMU WALL

NEW WALL

EXISTING WALL

DEMO WALL

1 HOUR FIRE WALL

2 HOUR FIRE WALL

3 HOUR FIRE WALL

4 HOUR FIRE WALL

NON-RATED SMOKE WALL

1 HOUR SMOKE WALL

2 HOUR SMOKE WALL

1 HOUR SHAFT WALL

2 HOUR SHAFT WALL

DRAWING SYMBOLS

BUILDING EXPANSIONJOINT

MEDICAL EQUIPMENT

CORNER GUARDS

CRASH RAIL

BUMPER RAIL

HAND RAIL

BED LOCATOR

WALL PROTECTION

IV TRACK

CUBICLE CURTAIN TRACK

EDGE OF SLAB

FACE OF BUILDING

PROJECT INFORMATION

PROJECT NAME: ABRAVANEL HALL ESCALATOR REMODEL

ADDRESS: 123 WEST, SOUTH TEMPLE, SALT LAKE CITY, UT 84101

PROPOSED USE: LOBBY STAIR & ESCALATOR

OWNER-CONTACT: RYAN HENRIE - SALT LAKE COUNTY - [email protected]

PHONE: 385-468-0339

APPLICABLE CODES

- BUILDING CODE: 2015 IBC (INCLUDING APPENDIX J)

- MECHANICAL: 2015 IMC

- PLUMBING: 2015 IPC

- ELECTRICAL: 2014 NEC

- FIRE CODE: 2015 IFC

- STATE/CITYAMENDMENTS: HOUSE BILL 316

- LIFE SAFETY CODE: 2019 NFPA

- ACCESSIBILITY CODE: 2009 ICC ANSI 117.1/ 2010 ADAAG

- ENERGY CODE: 2015 IECC

- SIGN CODE: X

- FIRE CODE: X

- ANSI: X

- FM INSURED: NO

01

001

+9'-0" CEILING HEIGHT

CR - 3

BG

HR

AAA3

AAA3

A0.XX01

A0.XX01

A0.XX

BL

DUMMY SECTIONDETAILA0.XX

NUMBERING SYSTEM:

A2.10/01

DISCIPLINE:C - CIVILL - LANDSCAPEA - ARCHITECTUREM - MECHANICALE - ELECTRICALP - PLUMBINGS - STRUCTURALK - FOOD SERVICE

SERIES NUMBER

SHEET NUMBER WITHIN SERIES

NUMBER OF PLAN, DETAIL, ETC.ON SHEET

INDEX OF DRAWINGS

HKS PROJECT NUMBER

DATE

SHEET TITLE

SHEET NO.

PLO

T D

ATE

:

ISSUE

© 2017 HKS ARCHITECTS, INC.

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BHB STRUCTURAL ENGINEERS

SALT LAKE CITY, UTAH 84115

STRUCTURAL ENGINEER

2766 SOUTH MAIN STREET

AB

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VA

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COLVIN ENGINEERING ASSOCIATES


ELECTRICAL ENGINEER

244 WEST 300 NORTH, SUITE 200

VAN BOERUM & FRANK ASSOCIATES


MECHANICAL ENGINEER

330 SOUTH 300 EAST

HKS ARCHITECTS, INC.


ARCHITECT

90 SOUTH 400 WEST, SUITE 110

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UTAH SYMPHONY | UTAH OPERA


OWNER

123 W SOUTH TEMPLE

CONSTRUCTION CONTROL CORPORATION

SALT LAKE CITY, UT 84101

OWNER'S CONSULTANT

307 WEST 200 SOUTH, SUITE 4006

SALT LAKE COUNTY CENTER FOR THE ARTS

SALT LAKE CITY, UTAH 84190-3000

OWNER

2001 SOUTH STATE STREET, N4300

02/15/2017

REVISION

2/27

/201

7 11

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A0.01

INDEX AND

PROJECT

INFORMATION

02/15/17

17350.010

PERMIT SET

2.6.

4.20

1306

21

INDEX OF DRAWINGS

SHEET

NUMBER SHEET NAME 02/1

5/2

017 P

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02/2

7/2

017 -

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#1

GENERALA0.00 COVER █A0.01 INDEX AND PROJECT INFORMATION █ █

ARCHITECTURALALS.01 LIFE SAFETY PLAN █ █A2.00 OVERALL FLOOR PLANS █A2.01 LEVEL 00 - FLOOR PLANS █A2.02 LEVEL 01 - FLOOR PLANS █ █A2.10 INTERIOR ELEVATIONS █A8.01 STAIR & ESCALATOR PLANS, SECTIONS, AND DETAILS █ █A8.02 STAIRS & ESCALATOR PLANS, SECTIONS AND DETAILS █ █

STRUCTURALS0.01 GENERAL STRUCTURAL NOTES █S0.02 SPECIAL INSPECTIONS █S1.01 FOOTING AND FOUNDATION PLANS █ █S5.01 DETAILS █ █S5.02 DETAILS █ █S6.01 SCHEDULES █

MECHANICALM0.01 MECHANICAL LEGEND AND GENERAL NOTES █M1.01 MECHANICAL FLOOR PLAN █

PLUMBINGP1.01 PLUMBING FLOOR PLANS █ █

ELECTRICALEP101 LEVEL BASEMENT POWER PLAN █EP102 LEVEL LOBBY POWER PLAN █EP103 LEVEL LOBBY/ TICKETS DEMOLITION POWER PLAN █EP701 ONE-LINE DIAGRAM █

NO. DESCRIPTION DATE

1 ADDENDUM #1 02/27/2017

1

EXIST MAINLOBBY1000EXIST

CONCERTHALL1001

EXISTVESTIBULE

1010

EXISTCORRIDOR

1012

EXIST H/C1017

EXIST H/C1016

EXIST HANDRAIL

EXIST LOBBY0102

EXIST MEN0112

EXIST WOMEN0108

EXISTTICKETING

LOBBY0101

EXISTWORKROOM

0104

EXIST OFFICE0105

EXIST COAT1002

EXIST COAT1003

EXISTPATRON

SERVICES1005

EXIST ELEV 01

EXISTING BRICKGUARDRAIL & RAILING

EXISTING COAT CHECKROOMS

EXISTING EXITACCESS STAIRWAY

16 T

RE

AD

S @

13

1/2"

EA

CH

= 1

6' -

11"

STAIR WIDTH8'-0" CLEAR

EXIST DRINKINGFOUNTAINS-(1) ACCESSIBLE HEIGHT(2) STANDING HEIGHT

EXIST HANDRAIL

EXISTING BUILDING & OTHERELEMENTS UPDATED TOSHOW SCREENED

1

EXIST MAINLOBBY1000

EXIST H/C1016

EXIST H/C1017

EXISTCORRIDOR

1012

EXISTVESTIBULE

1010

EXISTCONCERT

HALL1001

EXIST LOBBY0102

EXIST MEN0112

EXIST WOMEN0108

EXISTTICKETING

LOBBY0101

EXISTWORKROOM

0104EXIST OFFICE

0105(2) 24" WIDEESCALATORS NOTUSED AS PART OF THEREQUIRED MEANS OFEGRESS (1003.7)

A CAUTION SIGN SHALLBE LOCATED AT TOP &BOTTOM LANDING OFESCALATOR PER ASME6.1.6.9.1

EXIST ELEV 01

DN

EXIST COAT1002

EXISTPATRON

SERVICES1005

EXIST COAT1003

EXIST OFFICE0106

NEW STAIR WIDTH9' - 3 3/4" CLR

NEW CLEAR WIDTH PROVIDEDIS GREATER THAN 8'-0"EXISTING STAIR WIDTH

ALT BID #1NEW DRINKINGFOUNTAINS

NEW EXIT ACCESSSTAIRWAY- REF A8.01FOR ADDITIONALINFORMATION

HKS PROJECT NUMBER

DATE

SHEET TITLE

SHEET NO.

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STRUCTURAL ENGINEER


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ELECTRICAL ENGINEER




MECHANICAL ENGINEER

330 SOUTH 300 EAST



ARCHITECT


12

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OWNER

123 W SOUTH TEMPLE



OWNER'S CONSULTANT




OWNER


02/15/2017

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ALS.01

LIFE SAFETY PLAN

05/21/10

17350.010

2.6.

4.20

1306

21

3/32" = 1'-0"01 LIFE SAFETY PLAN - EXISTING LEVEL 01 (LOBBY)N N 3/32" = 1'-0"02 LIFE SAFETY PLAN - NEW LEVEL 01 (LOBBY)


1 ADDENDUM #1 02/27/2017

F

D

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B

A

20191817

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C.3

C.4

col

c.8

e.2

f.8

D.6

EXIST MAINLOBBY1000

EXIST H/C1016

EXIST H/C1017

EXISTCORRIDOR

1012

EXISTVESTIBULE

1010

EXISTCONCERT

HALL1001

EXIST LOBBY0102

EXIST MEN0112

EXIST WOMEN0108

EXISTTICKETING

LOBBY0101

EXISTWORKROOM

0104EXIST OFFICE

0105

BASEMENT WALL BELOW(SHOWN DASHED)

REINSTALL EXISTINGECCLES FOUNDATIONPLAQUE & LIGHTING

(2) 24" WIDEESCALATORS

EXIST ELEV 01

/A8.01 01

A2.

10/ 0

2

A2.

10/ 0

1

DN

REINSTALL EXISTING GLASSDOORS, GLASS SIDELIGHTS, HORIZHEADER FRAME, DOOR CLOSERS,& OTHER HARDWARE- RETURN TOORIGINAL WORKING CONDITION

REPLACE CARPETWHERE DISTURBED BYNEW CONSTRUCTION

REPLACE CARPETWHERE DISTURBED BYNEW CONSTRUCTION

EXIST COAT1002

EXISTPATRON

SERVICES1005

EXIST COAT1003

A2.10/ 03

EXIST OFFICE0106

EXIST SLIDING GLASSDOORS TO BEPROTECTED IN PLACE

REINSTALL EXISTINGPRECAST CONC BOLLARDS

NEW SIDEWALK PAVING TOMATCH EXISTING- ALIGNJOINTS W/ EXISTING

1

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EXISTCONCERT

HALL1001

EXISTVESTIBULE

1010

EXISTCORRIDOR

1012

EXIST H/C1017

EXIST H/C1016

DEMO EXISTINGCONCRETE SLAB -ON-GRADE FOR REWORK OFMECH TUNNEL

EXIST ING MECH

TUNNEL UNDERNEATH

SLAB TO REMAIN

EXISTING BASEMENTWALLS BELOW TO REMAIN

EXIST LOBBY0102

EXIST MEN0112

EXIST WOMEN0108

EXISTTICKETING

LOBBY0101

EXISTWORKROOM

0104

EXIST OFFICE0105

EXISTING TUNNEL WALLBELOW- VERIFY EXACTLOCATION

REMOVE EXISTINGDRINKING FOUNTAINS-REF PLUMBING

DEMO EXIST. CONCRETESTAIR & TUNNEL BELOW

REMOVE/ PROTECT EXISTING WALL-MOUNTED ECCLES FOUNDATION PLAQUE& LIGHTING FOR INSTALLATION OFESCALATORS

PATCH & REPAIR BRICK WALL ATREMOVAL OF EXISTING FLOOR SLAB& BRICK BALCONY RAIL- REUSESALVAGED BRICK AS NEEDED

PATCH & REPAIR BRICK WALL ATREMOVAL OF EXIST STAIR & HANDRAIL-REUSE SALVAGED BRICK AS NEEDED

EXIST COAT1002

EXIST COAT1003

EXISTPATRON

SERVICES1005

EXIST MAINLOBBY

1000

EXIST ELEV 01

REMOVE & EXCAVATE CONCRETETUNNEL BELOW TO RECEIVE NEWESCALATORS

DN

CAREFUL REMOVAL EXISTINGBRICK WALL & RAILING(SALVAGE & RETURN TOOWNER); DEMO CONCRETEWALL & FOOTING BELOW

REMOVE & SALVAGE EXISTINGWALL-MOUNTED HANDRAIL &HARDWARE

EXISTING COAT CHECKROOMS TO BE DEMOLISHEDIN FUTURE PHASE

EXISTING BRICK WALLTO REMAIN

1

REMOVE & SALVAGE EXISTINGPRECAST CONC BOLLARDS

TEMPORARILY REMOVE & PROTECTEXISTING GLASS DOORS, DOORHARDWARE, GLASS SIDELIGHTS, &HORIZ HEADER FRAME FORINSTALLATION OF ESCALATORS

PROTECT EXISTINGPAVING AS NECESSARYDURING CONSTRUCTION

EXIST SLIDING GLASSDOORS TO BEPROTECTED IN PLACE

DEMO CONC SIDEWALK AROUNDBOLLARD FOR CAREFULREMOVAL OF BOLLARDS

DEMOLITION PLAN LEGEND

ITEMS SHOWN DASHED ARE TO BE REMOVED.

ITEMS SHOWN SCREENED ARE TO REMAIN.

ITEMS SHOWN SOLID ARE NEW CONSTRUCTION.

DEMOLITION KEYNOTEXX

DEMO PLAN GENERAL NOTES

1. REFER TO SPECIFICATION SECTION 02 4119 - SELECTIVE DEMOLITION FORSPECIFIC PROJECT REQUIREMENTS.

2. REFER TO DEMOLITION SYMBOL LEGEND ON DRAWINGS.3. CONTRACTOR TO COORDINATE DEMOLITION WORK SEQUENCE.

REFERENCE PHASING DRAWINGS WHERE APPLICABLE.4. DEMOLITION DRAWINGS REPRESENT EXISTING CONDITIONS BASED ON

LIMITED EXISTING DRAWINGS AND SITE OBSERVATIONS. CONTRACTORSHALL FIELD VERIFY ALL EXISTING BUILDING AND SITE CONDITIONS.

5. DEMOLITIONS DRAWINGS GENERALLY INDICATE EXISTING SCOPE OF WORKTO BE DEMOLISHED AND ARE NOT INTENDED TO LIMIT OR FULLY DEFINETHE SCOPE OF WORK TO BE REMOVED IN ORDER TO ACCOMPLISH SCOPEOF NEW CONSTRUCTION. WHERE THESE CONDITIONS OCCUR OUTSIDE OFTHE DEMOLITION LIMITS, AREAS SHALL BE RETURNED TO THEIR ORIGINALCONDITION AS PART OF THE NEW CONSTRUCTION SCOPE OF WORK.

6. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY CONFLICTS BETWEENEXISTING CONSTRUCTION AND CONSTRUCTION DOCUMENTS.

7. REFERENCE STRUCTURAL, CIVIL, AND MEP DRAWINGS FOR OTHERDISCIPLINE DEMOLITION SCOPE OF WORK.

8. WHERE EXISTING WALL MOUNTED DEVICES, FIXTURES OR OTHER WALLMOUNTED ITEMS ARE SCHEDULED TO BE SALVAGED, REFERENCECONSTRUCTION DRAWINGS FOR NEW LOCATIONS OR COORDINATE WITHOWNER FOR STORAGE LOCATION.

9. PARTITIONS SCHEDULED TO BE REMOVED; DEMOLITION SHOULD INCLUDEMISCELLANEOUS BRACING, TRACK, ETC. TO BOTTOM OF STRUCTURE.

10. CONTRACTOR SHALL MAINTAIN ALL REQUIRED EXITS UNOBSTRUCTED,ILLUMINATED AND PROTECTED FROM CONSTRUCTION ACTIVITIES.

11. CONTRACTOR TO CLEAN AREAS ADJACENT TO DEMOLITION AREA OF DUST,DIRT AND DEBRIS CAUSED BY DEMOLITIONS OPERATIONS.

12. PROMPTLY DISPOSE OF DEMOLISHED MATERIALS. DO NOT ALLOWDEMOLISHED MATERIALS TO ACCUMULATE ON-SITE. TRANSPORTDEMOLISHED MATERIALS AND LEGALLY DISPOSE OF THEM.

= LIMITS OF DEMOLITION WORK

FLOOR PLAN GENERAL NOTES

1. REFER TO SHEET A2.10 FOR FINISH INFORMATION AND SCHEDULES.

HKS PROJECT NUMBER

DATE

SHEET TITLE

SHEET NO.

PLO

T D

ATE

:

ISSUE


TE

MP

LAT

E V

ER

SIO

N:

KEY PLAN



STRUCTURAL ENGINEER


AB

RA

VA

NE

L H

AL

L

ES

CA

LA

TO

R R

EM

OD

EL



ELECTRICAL ENGINEER




MECHANICAL ENGINEER

330 SOUTH 300 EAST



ARCHITECT


12

3 W

SO

UT

H T

EM

PL

E

SA

LT

LA

KE

CIT

Y, U

TA

H 8

410

1



OWNER

123 W SOUTH TEMPLE



OWNER'S CONSULTANT




OWNER


02/15/2017

REVISION

2/27

/201

7 11

:29:

59 A

M

A2.02

LEVEL 01 - FLOOR

PLANS

02/15/17

17350.010

PERMIT SET

2.6.

4.20

1306

21

1/8" = 1'-0"02 LEVEL 01 (LOBBY) FLOOR PLAN 1/8" = 1'-0"01 LEVEL 01 (LOBBY) DEMOLITION PLANN N

1


1 ADDENDUM #1 02/27/2017

98'-0"LEVEL 01 (LOBBY)

91'-0"LEVEL 01 (TICKET LOBBY)

SEE FLOOR PLAN SEE FLOOR PLAN

R 1/4"

CONC

3/4" MINDEPTHTREAD

3/4" MIN

CARPET & PAD,MATCH EXISTING

D

C

1918

C.4

c.8

D.6

14

A8.02

05

A8.02

03

A8.01

A2.

10/ 0

2

A2.

10/ 0

1

10' - 4" 2" 3' - 8 1/4" 3' - 8 1/4" 2" 1' - 4"

13

A8.02

STEP2' - 0"

STEP2' - 0"

ESC 1ESC 2

DN TOTICKETLOBBY

UP FROMTICKETLOBBY

7' - 8 1/2" SLAB OPENING

/A8.02 08

A8.02/ 06

EXISTTICKETING

LOBBY0101

EXIST MAINLOBBY

1000

JOINT2" ISOLATION

PER MFG3' - 8 1/4"

PER MFG3' - 8 1/4" JOINT

2" ISOLATION

REINSTALL EXISTINGECCLES FOUNDATIONPLAQUE & LIGHTING

EXIST CONC AND BRICK WALLTO REMAIN, PROTECT IN PLACE

EXIST SLIDING GLASSDOORS TO REMAIN,PROTECT IN PLACE

NEW STANDING DF& PIPING- REFPLUMB (ALT BID #1)

10" CONC WALL- REFSTRUC

GLASS GUARDRAIL

SOLID SURFACEWALL CAP

NEW HORIZ &VERTICAL EJ FILLER

HANDRAIL W/INTEGRAL LIGHTING

CLR STAIR WIDTH9' - 3 3/4"

REPLACE CARPET WHEREDISTURBED BY NEWCONSTRUCTION

REPLACE CARPETAT TICKET LOBBY

1' -

4"JO

INT

2" IS

OLA

TIO

N29

' - 0

1/2

"JO

INT

2" IS

OLA

TIO

N2'

- 8

1/2"

MIN

1' -

0"13

TR

EA

DS

@ 1

1" E

A =

11'

- 11

"M

IN11

"

NEW ACCESSIBLEDF & PIPING- REFPLUMB (ALT BID #1)

6' -

0"

EQ EQ

2" 2" 8' - 7" 2"

2' -

6"2'

- 6"

2' -

0"

10"

RETURN HANDRAILINTO WALL (1014.6)

RETURN HANDRAILINTO WALL (1014.6)

A2.10/ 03

07

A8.01

LEVEL 01 (LOBBY)98' - 0"

DC

LEVEL 01 (TICKET LOBBY)91' - 0"

14

A8.02

7' -

0"

EQ EQ EQ

13

A8.02

14 R

ISE

RS

@ 6

" E

AC

H =

7' -

0"

EXIST MECHEQUIP RM

0001

11" MIN1 TREAD

8' - 2" 1" EJ 3' - 8" 6' - 0"NEW ACCESSIBLE DF-REF PLUMB (ALT BID #1)

AT

AC

CE

SS

IBLE

36"

MA

X T

O S

PO

UT

KN

EE

2' -

3" M

IN

3' -

4"

NEW STANDING DF-REF PLUMB (ALT BID #1)

FINISHED WOODPANELING

NEW CONC SLAB-ON-GRADE

UNDERSLAB VAPOR RETARDER

BRUSHED ALUM

2" MTL HANDRAIL W/INTEGRAL LIGHTING

EXIST CONC WALL TO REMAIN

EXIST CONC SLAB & BEAM

MAINTAIN EXIST 1" EXPANSION JOINT-INSTALL NEW EJ FILLER

GEOFOAM- REF STRUC

LIGHTWEIGHT CONCSTAIR- REF STRUC

CONCRETE STAIR- REF STRUC

GLASS GUARDRAIL

/A8.01 02

/A8.01 09

/A8.01 04

3' -

0"

3' -

0"

07

A8.01

T.O

. CA

P3'

- 7

1/2"

EXISTING BRICKBEYOND

05

A8.01

3' - 8" 4' - 7" 4' - 7" 4' - 7"

WAGNER LEGATORAILING SYSTEM,FLAT POST OPTION

CONCRETE WALL- REF STRUC 1

1

MANUFVERIFY PER

CONC WALL - REF STRUC

STL SHIM-STOCK BYESCALATOR MANUF

STL ANGLE BYESCALATOR MANUF

VERIFY PER MANUF

FLEXIBLE FILLER

ESCALATOR LANDINGSURFACE BYESCALATOR MANUF

20 GA GALVANIZED SHEETMTL PAN ENCLOSURE BYESCALATOR MANUF

STL ANGLE- REF STRUC

FIN FLOOR

2" ISOLATION JOINTW/ ACOUSTIC ISOLATIONMATERIAL

16 GA GALVANIZED STL PLATEOVER TOP OF INSULATION. POWERANCHOR TO CONCRETE @ 12" OC ANDCOVER JOINT W/ 4" FIBERGLASS MESHAND EPOXY. PROVIDE FLOOR LEVELINGCOMPOUND OUT 12" MIN FROM JOINT

CARPET FINISH

VE

RIF

Y P

ER

MA

NU

F

PER MANUFVERIFY

1

1

1

1

SLOPE

WATERSTOP TYPICALAT BELOW GRADECONSTRUCTION

ESCALATOR

SLOPE FLOOR TO CAVITYAND FLOOR DRAIN- REFPLUMB DWGS

2' - 0"

BEARING PLATE SUPPORT

FIN FLOOR/A8.01 10

8"

SHEET WATERPROOFINGBARRIER

1

WATERSTOP TYPICAL AT BELOWGRADE CONSTRUCTION


ESCALATOR

4' -

0"FIN FLOOR

CONCRETE SLAB

1

CONC PER STRUC

3/4" MINDEPTHTREAD

3/4" MIN


EXPANSIONJOINT FILLER

LWT CONC PERSTRUC

BACKER ROD & SEALANT

SEE FLOOR PLAN

LIGHTWEIGHT CONCPER STRUC

3/4" MINDEPTHTREAD

3/4" MIN


SOLID SURFACEWALL CAP AS SCHED

BASE AS SCHED

GEOFOAM

BRUSHED ALUMBASE TRIM - HTVARIES REF ELEV

LWT CONC STAIR

3'-0

" TY

P

42"

MIN

5" 7 1/4"

2 1/

2"

STEEL TUBE POST-REF STRUC

SEALANT - BOTH SIDES

GLASS GUARDRAIL -POLISHED & CHAMFEREDEDGES, NO CAP

PLYWOOD BACKING

FINISHED WOOD PANELING

BRUSHED ALUM METAL TRIM -COVER EXPOSED EDGE OF WOODPANELING

2 1/2" 1 1/4"

6 1/2" 7 1/4"

1/2"

BRUSHED ALUM METAL BASE TRIM -COVER EXPOSED EDGE OF WOODPANELING


2" DIAM WAGNERLUMENRAILLIGHTED HANDRAILSYSTEM- REF ELEC

1 1/

4"

2 1/

2"

SOLID SURFACE CAP - 1/8" RADIUSAT CORNERS

WAGNER PANELGRIP 2 BASESHOE MOULDING & GLASSGUARDRAIL SYSTEM

1 1/

2" M

IN

16 GA TRACK TOP AND BOTTOM

3 5/8" 16 GA METAL STUDAT 16" OC

1/4" ANCHOR WITH 1 1/2"EMBED PER STRUC 1

WELD BLOCK

STL ANGLE PER STRUC1

STL BASE PLATE CONNECTIONPER STRUC

1


2X WOOD NAILER

1 1/

4"

2 1/

2"

WOOD BLOCKING

PLYWOOD BACKING

2X WOOD BLOCKING

SOLID SURFACE CAP - 1/8" RADIUSAT CORNERS

BRUSHED ALUMBASE TRIM - HTVARIES REF ELEV

SEALANT - BOTH SIDES

BRUSHED ALUM METAL TRIM -COVER EXPOSED EDGE OFWOOD PANELING


LAMINATED & TEMPEREDCLEAR GLASS GUARDRAIL -POLISHED & CHAMFEREDEDGES, NO CAP

1 1/4"6 1/2" 7 1/4"

1/2"

1-1/2" FURRING CHANNEL

2" DIAM WAGNERLUMENRAILLIGHTED HANDRAILSYSTEM

42"

MIN

3' -

0"

WAGNER PANELGRIP 2BASE SHOE MOULDING &GLASS GUARDRAIL SYSTEM

1 1/

2" M

IN

CONC WALL- REF STRUC

3/8" x 3" T BOLTS AT 18" OC1

LIGHTED HANDRAIL

LED FIXTURE BASIS OF DESIGN:LUMENRAIL LINEAR SYMMETRIC (LULS)2700° KELVIN COLOR TEMPERATURE120° BEAM ANGLE SPREADMATTE SYMMETRIC LENS

REFER TO ELECTRICAL POWER PLANS

CLEAR1 1/2"

CMU OR POUREDCONCRETE WALLCONSTRUCTION

3/8" DIA EXP BOLT INEPOXY WITH 2 1/2"MIN EMBEDMENT

WALL BRACKET(WAGNER MB3250WOR SIMILAR)

2" DIAM WAGNERLUMENRAIL LIGHTEDHANDRAIL SYSTEM

1

1" = 1'-0"02 TOP FLOOR LANDING

HKS PROJECT NUMBER

DATE

SHEET TITLE

SHEET NO.

PLO

T D

ATE

:

ISSUE


TE

MP

LAT

E V

ER

SIO

N:

KEY PLAN



STRUCTURAL ENGINEER


AB

RA

VA

NE

L H

AL

L

ES

CA

LA

TO

R R

EM

OD

EL



ELECTRICAL ENGINEER




MECHANICAL ENGINEER

330 SOUTH 300 EAST



ARCHITECT


12

3 W

SO

UT

H T

EM

PL

E

SA

LT

LA

KE

CIT

Y, U

TA

H 8

410

1



OWNER

123 W SOUTH TEMPLE



OWNER'S CONSULTANT




OWNER


02/15/2017

REVISION

2/27

/201

7 11

:30:

00 A

M

A8.01

STAIR &

ESCALATOR

PLANS, SECTIONS,

AND DETAILS

02/15/17

17350.010

PERMIT SET

2.6.

4.20

1306

21

3/8" = 1'-0"01 LEVEL 01 (LOBBY) - STAIR & ESCALATOR PLANN 3/8" = 1'-0"03 SECTION AT CONCRETE STAIR

3" = 1'-0"10 ESCALATOR CONCRETE SUPPORT DETAIL

3/4" = 1'-0"11 PIT SECTION AT FLOOR DRAIN

3/4" = 1'-0"12 PIT SECTION AT UPPER LEVEL

1" = 1'-0"09 INTERMEDIATE TREAD @ EXPANSION JOINT

1" = 1'-0"04 CONCRETE STAIR LANDING 1 1/2" = 1'-0"07 STAIR RAIL SECTION DETAIL

1 1/2" = 1'-0"05 STAIR RAIL SECTION DETAIL AT CONCRETE

1 1/2" = 1'-0"06HANDRAIL MOUNTING

AT MASONRY/ BRICK WALL


1 ADDENDUM #1 02/27/2017

1


D C


E c.8D.6

LEVEL 00 (MECH. BASEMENT)74' - 0"

/A8.02 01

14

A8.02

/A8.02 02

13

A8.02

NEW T.O FOOTING82' - 0"

8" 2" ISOLATION JOINT

2" ISOLATION JOINT

8"

NEW MECHTUNNEL

ESC 1ASSEMBLY

NEW MECHTUNNEL

4'-0

" M

INP

ER

MFG

SP

EC

WP

WP

SLOPE FLOOR TO FLOORDRAIN- REF PLUMB DWGS

NEW WALL OPENING-REF MECH FOR SIZE

20 GA. GALVANIZEDSHEET MTL PANENCLOSURE

NEW SUPPLY DUCTREROUTED UNDERESCALATOR PER MECH

NEW FOOTINGBEYOND

7' -

6"

3' - 6 1/2" 8' - 2" 12' - 1 1/2" 7' - 3" 2' - 4"

1' - 8 1/2" 10' - 5"

EXIST MECHEQUIP RM

0001

NEW FIRE DAMPER-REF MECH

EXIST FOOTING BEYOND-ABANDON IN PLACE

NEW TUNNEL SLAB- REWORK TOMEET NEW TUNNEL HEIGHT

EXIST TUNNEL SLABTO REMAIN

EXIST CONCRETE SLAB& WALL TO REMAIN

EXIST DUCT TOREMAIN

SHEET WATERPROOFINGBARRIER, TYP

NEW DUCT-REF MECH

CONCRETE FOOTING- REF STRUC

NEW 2" PERIMETER ISOLATION MATERIAL

NEW CONC SLAB-REF STRUC


CONCRETE FOOTING-REF STRUC


2" PERIMETER ISOLATIONMATERIAL

/A8.01 02

/A8.02 07

NEW CONC INFILL ATEXISTING OPENING

T.O. FOOTING86'-0"

T.O. FOOTING90'-0"

VARIESTUNNEL SLAB

1

EXIST TUNNEL SLAB93'-6" (FV)

4' -

6"3'

- 6"

4' -

0"

7' -

0"9'

- 0"

8' -

0"

1

1


/A8.01 10

2"8"

20 GA. GALVANIZEDSHEET MTL PANENCLOSURE

4" C-H STUD

1" GYP BD LINER

SHEET METAL ALL SIDESOF OPENING- NO SHARPEDGES AT TUNNELOPENING

NEW MECH DUCT-REF MECH

NEW CONC WALL-REF STRUC

NEW CONC SLAB

5/8" GYP BD

2" PERIMETERISOLATION MATERIAL

1

C


EXIST 1" EXPANSIONJOINT TO REMAIN

EXISTING BASEMENTCMU WALL

EXIST CONCRETE FLOORBEAM/ SLAB

10"

NEW CONC WALL-REF STRUC

/A8.01 10

2"

4" M

IN P

ER

MFG


1' - 6" FV 1" EJ (FV)

EXIST CONC WALL TOREMAIN

4" C-H STUD

1" GYP BD LINER

20 GA. GALVANIZED SHEETMTL PAN ENCLOSURE

5/8" GYP BD


1905

A8.02

EX. T.O. FOOTING (+/-)73' - 4"

EX. T.O FOOTING (+/-)76' - 0"


ESC 2ASSEMBLY

NEW MECHTUNNEL

7' - 8 1/2" CLR OPENING

2" ISOLATION JOINT7' - 4 1/2"

2" ISOLATION JOINT

3' -

6"

NEW MECH HVAC TUNNEL,ENCLOSED, AIR TIGHT, &PRESSURIZED- REF MECHDWGS

NEW SUPPLY DUCT- REFMECH DWGS

NEW DRINKINGFOUNTAINS (ALT BID #1)- REF PLUMB

ESC 1ASSEMBLY

EXIST CONC WALL & FTG,ABANDON IN PLACE

EXIST CONC WALL & FTGTO REMAIN

DEMO EXIST CONC WALLAS REQUIRED

NEW CONC FOOTING-REF STRUC

NEW SLAB- REF STRUC



DEMO EXIST CONC SLAB

CONC WATERSTOP,TYP

CONC WATERSTOP,TYP


NEW CONC WALL & FTGBEYOND- REF STRUC


NEW CONC WALL &FTG-REF STRUC

8' -

0"4'

- 0"

4' -

0"

7' -

6"

PE

R M

FG S

PE

C4'

-0"

MIN

/A8.02 03LIGHTWEIGHTBACKFILL- REF STRUC

VARIESNEW TUNNEL SLAB

90'-0"NEW T.O. FOOTING

86'-0"NEW T.O. FOOTING

1


19


19.105

A8.02

EX. T.O. FOOTING (+/-)73' - 4"

EX. T.O FOOTING (+/-)76' - 0"


/A8.02 12

ESC 2ASSEMBLY

NEW MECHTUNNEL

NEW MECH HVAC TUNNEL,ENCLOSED, AIR TIGHT, &PRESSURIZED- REF MECHDWGS

NEW SUPPLY DUCT- REFMECH DWGS

ESC 1ASSEMBLY

EXIST CONC WALL & FTG,ABANDON IN PLACE

EXIST CONC WALL & FTGTO REMAIN

NEW SLAB- REF STRUC



DEMO EXIST CONC SLAB

CONC WATERSTOP,TYP


NEW CONC WALL &FTG- REF STRUC


DEMO EXIST CONCWALL AS REQUIRED

TAKE CARE INREMOVING EXISTBRICK (SALVAGE &RETURN TO OWNER)

CONC WATERSTOP,TYP

DEMO EXIST CONC STAIR

7' -

0"

/A8.02 09

/A8.02 03


VARIESNEW TUNNEL SLAB

ALUM DECKINGAND SKIRT

HANDRAIL WITH INTEGRALLIGHTING

ANTI-SLIDE DEVICEBETWEEN RAILS

PIT WIDTH - VERIFY PER MANUF

3" MAX TYP

CLEAR STEP WIDTH

2" ISOLATION JOINT

GLASS GUARDRAILTO CLOSE GAP


HANDRAIL W/ INTEGRALLIGHTING

ALUM CLOSURE PANEL

GLASS GUARDRAIL- CUT END PANELTO CLOSE GAP


3" MAX 1" 1" 3" MAX

CLEAR STEP WIDTH

FIN FLOOR

GLASS GUARDRAIL

DECK BARRICADES SHALLBE PROVIDED AT THE TOPAND BOTTOM LANDINGPER ASME 6.1.3.3.13

ESCALATOR STEP


HANDRAIL W/INTEGRAL LIGHTING

ALUM CLOSURE PANEL

5/8" GYP BOARD

ESCALATOR TRUSS

20 GA GALVANIZED SHEETMTL PAN ENCLOSURE

GLASS BALUSTRADE

CONC WALL- REF STRUC

1 1/2" METAL HAT CHANNEL


BRUSHEDALUM BASE

2" MIN PERIMETER ISOLATIONMATERIAL BETWEENESCALATOR & CONC WALL2"

NEW CONC SLAB-REF STRUC

CONC WATERSTOP,TYP


1/2"1' - 2 1/2"

1/2"

3' -

4" T

.O. C

ON

CR

ETE

2X WOODNAILER

WOOD BLOCKING

PLYWOOD BACKING

2X WOOD BLOCKING

SOLID SURFACE CAP

BRUSHED ALUM TRIM - BOTHSIDES - COVER EXPOSEDEDGE OF WOOD PANELING

LIGHTWEIGHT BACKFILL-REF STRUC

LEVEL 01 (LOBBY)98'-0"

ESCALATOR RAIL

STEP

GLASS BALUSTRADE


3' -

0"

DECK BARRICADE ONOUTSIDE RAIL SKIRT TYP

FIN FLOOR

DECK BARRICADES SHALL BEPROVIDED AT THE TOP ANDBOTTOM LANDING PER ASME6.1.3.3.13

ESCALATOR RAIL

STEP

ESCALATOR TRUSS

20 GA GALVANIZEDSHEET MTL PANENCLOSURE

BALUSTRADE

1" GYPSUM LINER PANEL


CONC WALL & SLAB-REF STRUC

MTL SHAFTWALLRUNNER

5/8" GYP BD

5/8" GYP BD

EXISTING STRUCTURETO REMAIN

MECHPLENUM

SEALANT

SEALANT

4" METAL C-H STUDS

ESCALATOR STEP


ALUM CLOSURE PANEL

5/8" GYP BOARD

ESCALATOR TRUSS

20 GA GALVANIZED SHEETMTL PAN ENCLOSURE

GLASS BALUSTRADE

EXISTING BRICK/ CONCRETEWALL TO REMAIN

2" MIN PERIMETER ISOLATIONMATERIAL BETWEENESCALATOR & EXIST WALL

BREAK METAL W/ HEMMEDEDGE OVER JOINT- FINISH TOMATCH ESCALATOR PANEL

HKS PROJECT NUMBER

DATE

SHEET TITLE

SHEET NO.

PLO

T D

ATE

:

ISSUE


TE

MP

LAT

E V

ER

SIO

N:

KEY PLAN



STRUCTURAL ENGINEER


AB

RA

VA

NE

L H

AL

L

ES

CA

LA

TO

R R

EM

OD

EL



ELECTRICAL ENGINEER




MECHANICAL ENGINEER

330 SOUTH 300 EAST



ARCHITECT


12

3 W

SO

UT

H T

EM

PL

E

SA

LT

LA

KE

CIT

Y, U

TA

H 8

410

1



OWNER

123 W SOUTH TEMPLE



OWNER'S CONSULTANT




OWNER


02/15/2017

REVISION

2/27

/201

7 11

:30:

02 A

M

A8.02

STAIRS &

ESCALATOR

PLANS, SECTIONS

AND DETAILS

02/15/17

17350.010

PERMIT SET

2.6.

4.20

1306

21

3/8" = 1'-0"05 SECTION AT ESCALATOR

3/4" = 1'-0"02 SECTION AT TOP OF ESCALATOR

3/4" = 1'-0"01 SECTION AT BASE OF ESCALATOR 3/8" = 1'-0"13 SECTION AT ESCALATOR 1

3/8" = 1'-0"14 SECTION AT ESCALATOR 2

1" = 1'-0"08 ESCALATOR TOP PLAN DETAIL

1" = 1'-0"06 ESCALATOR RAIL TOP AND BOTTOM ELEVATION 1 1/2" = 1'-0"12 ESCALATOR RAIL SECTION DETAIL

1/2" = 1'-0"07 SIDE ELEVATION AT ESCALATOR BOTTOM

1/2" = 1'-0"04 SECTION DETAIL AT ESCALATOR

1 1/2" = 1'-0"03 TUNNEL SECTION

1 1/2" = 1'-0"09 ESCALATOR SECTION DETAIL


1 ADDENDUM #1 02/27/2017

REVISION

HKS PROJECT NUMBER

DATE

SHEET TITLE

SHEET NO.

PL

OT

DA

TE

:

ISSUE


TE

MP

LA

TE

VE

RS

ION

:

KEY PLAN



STRUCTURAL ENGINEER


AB

RA

VA

NE

L H

AL

L

ES

CA

LA

TO

R R

EM

OD

EL



ELECTRICAL ENGINEER




MECHANICAL ENGINEER

330 SOUTH 300 EAST



ARCHITECT


12

3 W

SO

UT

H T

EM

PL

E

SA

LT

LA

KE

CIT

Y,

UT

AH

84

10

1



OWNER

123 W SOUTH TEMPLE



OWNER'S CONSULTANT




OWNER


2/15/17

PERMIT SET

17350.010

BHB PROJECT NUMBER:

2/2

4/2

017

11

:00

:09

AM

S0.01

GENERAL

STRUCTURAL

NOTES

2/15/17

170158

GENERAL STRUCTURAL NOTES


REVISION

HKS PROJECT NUMBER

DATE

SHEET TITLE

SHEET NO.

PL

OT

DA

TE

:

ISSUE


TE

MP

LA

TE

VE

RS

ION

:

KEY PLAN



STRUCTURAL ENGINEER


AB

RA

VA

NE

L H

AL

L

ES

CA

LA

TO

R R

EM

OD

EL



ELECTRICAL ENGINEER




MECHANICAL ENGINEER

330 SOUTH 300 EAST



ARCHITECT


12

3 W

SO

UT

H T

EM

PL

E

SA

LT

LA

KE

CIT

Y,

UT

AH

84

10

1



OWNER

123 W SOUTH TEMPLE



OWNER'S CONSULTANT




OWNER


2/15/17

PERMIT SET

17350.010

BHB PROJECT NUMBER:

2/2

4/2

017

11

:00

:10

AM

S0.02

SPECIAL

INSPECTIONS

2/15/17

170158

SPECIAL INSPECTIONS


D

C

1918

E

19.1

C.3C.4

col

c.8

D.6

NOTE 3

NOTE 3

S S

FC4.

0

82'-0

"

CW-8A

NOTE 9

NOTE 10

CW-1

0A FC5.0

82'-0"

NOTE 11

(E)

WAL

L

(E) WALL

D

C

1918

E

19.1

C.3C.4

col

c.8

D.6

CW-1

0A

(E)

WAL

L

CW-8A

(E)

WAL

L

(E) WALL

4

S5.01

6

S5.01

TOP OF SLAB=98'-0"

TOP OF SLAB=91'-0"

S S

S S

FC4.

0

86'-0

"

CW-1

0A

2

S5.01

5' -

0"1'

- 0"

7

S5.01

FC4.

0

90'-0

"

NOTE 5, SEE DETAILS8/S5.01 AND 9/S5.01

NOTE 4

NOTE 3

NOTE 7

NOTE 8

CW-8A

CW-1

0A

NOTE 6

FC3.0

90'-0"

FC5.0

90'-0"

1

S5.02

NOTE 3

NOTE

11

NOTE 10

NOTE 3

(E) ISOLATION JOINTCW-10A

INDICATES CONTINUOUS FOOTING. SEESCHEDULE ON SHEET S6.01

FCx.x

INDICATES CONCRETE FOUNDATION WALLTYPE, SEE SCHEDULE ON SHEET S6.01

CW-x

INDICATES CONCRETE WALL. DASHEDWALLS STOP AT DECK

SSINDICATES FOOTING STEP, SEE DETAIL3/S5.01

FOOTING DESIGNATION.TOP OF FOOTING ELEVATION

SECTION MARK.SHEET NUMBER

MARKS AND SYMBOLS LEGEND

FOOTING AND FOUNDATION PLAN NOTES

1. SEE "EARTHWORK" NOTES ON SHEET S0.01 AND FOR MINIMUM FILL REQUIRED BENEATH FOOTINGS.2. SEE DETAIL 1/S5..01 FOR ADDITIONAL REINFORCING AROUND MISCELLANEOUS OPENINGS IN CONCRETE

WALLS.3. 2" THICK ISOLATION JOINT. SEE ARCHITECTURAL DRAWINGS4. LIGHT WEIGHT CONCRETE STAIRS. INSTALL OVER GEOFOAM OVER BASEMENT. SEE 6/S5.015. 6" x 16 GAUGE METAL STUDS @ 16" O.C. WITH 16 GAUGE x CONTINUOU TOP AND BOTTOM TRACK. ATTACH EACH STUD TO SIDE OF STAIR WITH 6" x 16 GAUGE x 6" LONG STUD CLIP WITH (2) 1/4" DIA. HILTI KWIK CON II CONCRETE SCREWS INTO SIDE OF STAIR. ATTACH TRACK WITH 1/4" DIA. HILTI KWIK CON II CONCRETE SCREWS @ 8" O.C.6. 6" THICK CONCRETE SLAB ON GRADE REINFORCED WITH #3 BARS @ 12" O.C. EACH WAY. DRILL AND EPOXY #3 x 24" DOWELS @ 12" O.C. INTO EDGES OF EXISTING SLAB AND TO VERTICAL FACE OF CONCRETE WALLS

WITH 4" EMBEDMENT.7. DRILL AND EPOXY #3 x 24" DOWELS @ 12" O.C. FROM STAIR INTO VERTICAL FACE OF CONCRETE WALL WITH

4" EMBEDMENT.8. 4" THICK CONCRETE SLAB ON GRADE REINFORCED WITH #3 BARS @ 24" O.C. EACH WAY UNDER

ESCALATOR.9. REINFORCE OPENING IN EXISTING WALL PER DETAIL 5/S5.0110. REINFORCE OPENING IN NEW WALL PER DETAIL 1/S5.0111. BACKFILL WALLS WITH GEOFOAM OR CELLULAR CONCRETE AT A 45 DEGREE PROFILE TO MINIMIZE THE

ACTIVE PRESSURE TO A MAXIMUM OF 10 PCF ACTIVE PRESSUREINDICATES EXISTING WALL.

REVISION

HKS PROJECT NUMBER

DATE

SHEET TITLE

SHEET NO.

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OWNER'S CONSULTANT




OWNER


2/15/17

PERMIT SET

17350.010

BHB PROJECT NUMBER:

2/2

4/2

017

11

:00

:11

AM

S1.01

FOOTING AND

FOUNDATION

PLANS

2/15/17

170158

0" 8'-0" 16'-0"4'-0" 1/8" = 1'-0"

FOOTING AND FOUNDATION PLAN1

0" 8'-0" 16'-0"4'-0" 1/8" = 1'-0"

FLOOR PLAN2 NORTH

NORTH

1


1 ADDENDUM 1 2/27/2017

2098688-00

1TYPICAL REINFORCING FOR MISCELLANEOUS OPENINGS LESS THAN 3'-0" IN CONCRETE WALLSWHERE MISCELLANEOUS OPENING WIDTH IS GREATER THAN 3'-0" WIDE, CONTACT STRUCTURAL ENGINEER.

OPEN OPEN

OPEN

OPEN

OPEN

SINGLE OPENING SIDE-BY-SIDE OPENINGS STACKED OPENINGS

TRIM BARS

USE STANDARD HOOKS

TRIM BARSTRIM BARS

WHERE FULL EMBEDMENTIS NOT POSSIBLE

WHERE JAMB IS LESS THAN2'-0", PROVIDE #3 TIES AT8" O.C.

TRIM BARS:6"-8" WALLS - (2) #5 BARS (EXTEND 4'-0" MIN BEYOND EDGE OF OPENING)10"-12" WALLS - (2) #6 BARS (EXTEND 4'-0" MIN BEYOND EDGE OF OPENING)

(2) #4x4'-0" CORNERBARS, TYPICAL(2) #4x4'-0" CORNER

BARS, TYPICAL

NO SCALE

2097665-00

2TYPICAL CORNER WALL REINFORCING AT CONCRETE WALLS

[PLAN VIEW]

BAR OF SAME SIZE ANDPROVIDE STANDARD HOOKED

SPACING WITH LAP AS PERGENERAL STRUCTURAL NOTES,TYPICAL

PLAN AND SCHEDULECONCRETE WALL, SEE

PLAN AND SCHEDCONC WALL, SEE

TO MATCH VERT WALLBAR AT CORNER

REINFORCING

(2) BARS AT INTER.TO MATCH VERTWALL REINFORCING

TO MATCH VERT WALLBAR AT INTERSECTION

REINFORCING

(2) BARS AT CORNERTO MATCH VERT WALLREINFORCING

BAR OF SAME SIZE ANDPROVIDE STANDARD HOOKED

SPACING WITH LAP AS PERGENERAL STRUCTURAL NOTES,TYPICAL

SAME SIZE AND SPACINGPROVIDE CORNER BAR OF

WITH LAP AS PER GENERALSTRUCTURAL NOTES, TYPICAL

(MATCH LARGEST BAR SIZEAND SMALLEST SPACING)

SAME SIZE AND SPACINGPROVIDE CORNER BAR OF

WITH LAP AS PER GENERALSTRUCTURAL NOTES, TYPICAL

(MATCH LARGEST BAR SIZEAND SMALLEST SPACING)

NO SCALE

2114048-00170158_S501-3

3TYPICAL FOOTING STEP DETAIL

CONCRETE FOOTING,SEE PLAN AND SCHED

Z-BARS TO MATCHCONT FOOTING REINF

DOWELS TO MATCH VERTAND HORIZ WALL REINFABOVE

CONC FOUNDATION WALL,SEE PLAN AND SCHED

Z-BARS TO MATCHCONT TOP FOOTINGREINF, WHERE OCCURS

tS

EE

SC

HE

DS

TE

P -

SE

E P

LAN

(3'-4

" M

AX

- U

NO

)

t MIN L = 2 x STEP HEIGHT (MIN)

NO SCALE

2114048-08170158_S501-4

4TYPICAL CONCRETE WALL ON

CONCRETE FOOTING

DOWEL TO MATCH VERTWALL REINF ABOVE


CONCRETE WALL,SEE PLAN AND SCHED

CONCRETE STAIR OR SLABON GRADE, SEE PLAN

CONTINUE WALL UP,WHERE OCCURS, SEEARCH DRAWINGS

ESCALATOR PIT

CONCRETE STAIR OR SLABON GRADE, SEE PLAN

BACKFILL WALLS WITHGEOFOAM OR CELLULARCONCRETE AT A 45 DEGREEPROFILE TO MINIMIZE THEACTIVE PRESSURE TO AMAXIMUM OF 10 PCF ACTIVEPRESSURE 1

1

2" ISOLATION JOINT

NO SCALE

10486272-21170158_S501-5

5OPENING THROUGH EXISTING CONCRETE WALL

[ELEVATION]

CORE-DRILL CORNERS ANDSAW-CUT NEW OPENING (PER ARCH),

DO NOT OVER CUT

3" 3"EQ EQ EQ

4"2"

3" 3"EQ EQ EQ

EQ

EQ

EQ

EQ

EQ

EQ

(E) CONCRETE ORMASONRY WALL.SOLID GROUTHOLLOW CELLS

L6x4x1/4 (LLV) ONALL (4) SIDES WITH(4) 5/8"DIA x 4"SIMPSON 'TITEN'HD OR EQUAL

TYP ALL (4)CORNERS

NO SCALE

170158_S501-6

6TYPICAL CONCRETE STAIR DETAIL

(E) STRUCTURE

#4 NOSING BARS

#3 BARS AT 12" O.C.EA WAY

1" ISOLATION JOINT

#3x30" DOWELAT 12" O.C.

(E) CONCRETE WALL

SEE ARCH FOR LOCATION

CONCRETE WALL, SEEPLAN ANS SCHEDULE

DRILL AND EPOXY VERTICALBARS INTO EXISTING WALLBELOW WITH 5"EMBEDMENT

4

S6.01

6"

NO SCALE

170158_S501-7

7SUSPENDED SLAB DETAIL

MECH TUNNEL

CONCRETE SLAB,SEE PLAN


#4 DOWEL x 3'-6" AT16" O.C. 24

18"

GLAVANIZED L5x5x1/4xCONTANGLE WITH 3/4"DIA EPOXYANCHORS AT 12" O.C. WITH5" EMBED

(E) WALL

NO SCALE

170158_S501-8

8STAIR RAIL SECTION DETAIL

CONCRETE STAIR

GEOFOAM

METAL STUDS PER NOTE 5ON 2/S1.01

SIMPSON 'FCB45.5' STUDCLIP AT EA STUD ASSHOWN

9

S5.01

NO SCALE

170158_S501-9

9STEEL COLUMN SUPPORT DETAIL

L5x5x3/8xCONT WELDEDTO EA COLUMN WITH 1/4"FILLET WELD ALL AROUND

STEEL BASE PL 3/8" WITH(4) 5/8"DIA EPOXYANCHORS WITH 4" MINEMBEDMENT

3"x3"x1/4" STEEL TUBEPOST AT EA END OF WALLAND AT 3'-0" O.C. MAXWELDED TO BASE PLATE

SECTION A-A

BASE PLATE, SEE 7/A801FOR DIMENSIONS

A A

NO SCALE

REVISION

HKS PROJECT NUMBER

DATE

SHEET TITLE

SHEET NO.

PL

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ELECTRICAL ENGINEER




MECHANICAL ENGINEER

330 SOUTH 300 EAST



ARCHITECT


12

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OWNER

123 W SOUTH TEMPLE



OWNER'S CONSULTANT




OWNER


2/15/17

PERMIT SET

17350.010

BHB PROJECT NUMBER:

2/2

4/2

017

11

:00

:11

AM

S5.01

DETAILS

2/15/17

170158

1

1

1

1


1 ADDENDUM 1 2/27/2017

1

170158_S502-1

8ESCALATOR DETAIL

2" ISOLATION JOINT

NOTCH TOP OF WALL,SEE ARCH DRAWINGS

SAW CUT NEW OPENINGPER 5/S501

SLAB STEP AT DRAIN,SEE ARCH DRAWINGS

(E) WALLS, SEE ARCHDRAWINGS


REINFORCE OPENINGPER 1/S5.01


EXCALATOR, SEE ARCH




2" ISOLATION JOINT, SEE ARCH

CONCRETE SLAB ONGRADE, SEE PLAN


REINFORCE OPENINGPER 5/S5.01


NOTCH TOP OF WALL,SEE ARCH DRAWINGS

SUSPENDED SLAB, SEE PLAN

DUCT, SEE MECH DRAWINGS

1" EXISITNG JOINT TOREMAIN

L5x5x3/8xCONT WITH3/4"DIA x 6" HSA AT 12" O.C.

L5x5x3/8xCONT WITH3/4"DIA x 6" HSA AT 12" O.C.

NO SCALE

REVISION

HKS PROJECT NUMBER

DATE

SHEET TITLE

SHEET NO.

PL

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ELECTRICAL ENGINEER




MECHANICAL ENGINEER

330 SOUTH 300 EAST



ARCHITECT


12

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OWNER

123 W SOUTH TEMPLE



OWNER'S CONSULTANT




OWNER


2/15/17

PERMIT SET

17350.010

BHB PROJECT NUMBER:

2/2

4/2

017

11

:00

:12

AM

S5.02

DETAILS

2/15/17

170158

1


1 ADDENDUM 1 2/27/2017

1

1

SCHED_CONC_FTG-C3000-S1500

1CONCRETE FOOTING SCHEDULE

CONCRETE FOOTING SCHEDULE

NO SCALE

WIDTHMARK LENGTH DEPTHNo. SIZE LENGTH SPACING

REINFORCING CROSSWISECOMMENTS

REINFORCING LENGTHWISE

No. SIZE LENGTH SPACING

REINFORCE TOP AND BOTTOM

FC3.0 3'-0" CONT 12" - #5 2'-6" 14" 3 #5 CONT EQ

FC4.0 4'-0" CONT 15" - #5 3'-6" 14" 4 #5 CONT EQ

CONCRETE FOOTING NOTES:

1. PLACE ALL FOOTING REINFORCING IN THE BOTTOM OF THE FOOTING WITH 3" CLEAR CONCRETE COVER (UNO).

2. TOP REINFORCING, WHERE OCCURS, SHALL BE PLACED IN THE TOP OF THE FOOTING WITH 2" MINIMUM CONCRETE COVER.

3. IF FOOTINGS ARE EARTH-FORMED, FOOTINGS SHALL BE 6" LONGER AND WIDER THAN SCHEDULED.

4. RUN CONTINUOUS FOOTING REINFORCEMENT THROUGH SPOT FOOTINGS.

5. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS.

6. SOME SCHEDULED FOOTINGS MAY NOT BE USED, SEE FOOTING AND FOUNDATION PLAN FOR FOOTING MARKS.

FC5.0 5'-0" CONT 60" - #5 4'-6" 14" 5 #5 CONT EQ

REINFORCE TOP AND BOTTOM

SCHED_CONC_REINF-01

2CONCRETE REINFORCING BAR LAP SPLICE SCHEDULE

CONCRETE REINFORCING BAR LAP SPLICE SCHEDULE

NO SCALE

BAR SIZE

f'c = 3500psi f'c = 4000psi & f'c = 4500 psi f'c = 5000psi f'c = 6000psi

REGULAR TOP

CLASS

BABA

CLASS

REGULAR TOP

CLASS

BABA

CLASS

REGULAR TOP

CLASS

BABA

CLASS

REGULAR TOP

CLASS

BABA

CLASS

#3 13" 17" 17" 21" 12" 16" 16" 21" 12" 16" 16" 21" 12" 16" 16" 21"

#4 17" 22" 22" 28" 15" 19" 19" 25" 13" 17" 17" 22" 12" 16" 16" 21"

#5 21" 27" 27" 35" 18" 24" 24" 31" 16" 21" 21" 27" 15" 19" 19" 25"

#6 27" 36" 36" 46" 24" 31" 31" 40" 21" 28" 28" 36" 20" 25" 25" 33"

#7 37" 48" 48" 63" 32" 42" 42" 54" 29" 38" 38" 49" 27" 34" 34" 44"

#8

#9

#10

#11

49" 64" 64" 82" 42" 55" 55" 71" 38" 49" 49" 64" 35" 45" 45" 58"

62" 80" 80" 104" 54" 70" 70" 90" 48" 62" 62" 81" 44" 57" 57" 74"

78" 102" 102" 132" 68" 88" 88" 115" 61" 79" 79" 102" 56" 72" 72" 94"

96" 125" 125" 162" 83" 108" 108" 141" 76" 97" 97" 126" 68" 88" 88" 115"

CONCRETE REINFORCING BAR LAP SPLICE NOTES:

1. THIS SCHEDULE SHALL BE USED FOR ALL BAR SPLICES IN CONCRETE WALLS, UNLESS NOTED OTHERWISE.

2. CLASS 'A' SPLICES MAY BE USED ONLY IN CASES WHERE 50% OR LESS OF THE BARS ARE SPLICED WITHIN THE LAP SPLICE LENGTH.

3. CLASS 'B' SPLICES SHALL BE USED FOR ALL SPLICES UNLESS THE REQUIREMENTS OF NOTE No. 2 ABOVE ARE MET.

4. TIES AND STIRRUPS SHALL NOT BE SPLICED.

5. DO NOT SPLICE VERTICAL BARS IN RETAINING WALLS UNLESS SPECIFICALLY SHOWN.

6. SPLICES FOR BUNDLED BARS:

a. FOR BUNDLED BARS OF THREE OR LESS, LAP SPLICE LENGTHS SHALL BE MULTIPLIED BY 1.2.

b. FOR BUNDLED BARS OF FOUR OR MORE, LAP SPLICE LENGTHS SHALL BE MULTIPLIED BY 1.33.

c. INDIVIDUAL BAR SPLICES WITHIN A BUNDLE SHALL NOT OVERLAP.

d. ENTIRE BUNDLES SHALL NOT BE LAP SPLICED.

7. FOR ALL LIGHTWEIGHT CONCRETE, LAP LENGTHS SHALL BE MULTIPLIED BY 1.3.

8. FOR ALL EPOXY COATED BARS, LAP LENGTHS SHALL BE MULTIPLIED BY 1.3 FOR TOP BARS AND 1.5 FOR REGULAR BARS.

9. TOP BARS ARE CLASSIFIED AS HORIZONTAL BARS WHERE 12", OR MORE, OF FRESH CONCRETE IS CAST BELOW THE REINFORCING BAR.


SCHED_CONC_WALL-01

CONCRETE WALL SCHEDULE

3CONCRETE WALL SCHEDULE

WALLS NOT DESIGNATED IN PLAN

.

COMMENTSTOP AND BOTTOM

WALL TYPEHORIZONTAL

REINFORCINGMARK THICKNESS

VERTICAL

TYPE 'D'

VERTICAL

TYPE 'C'

REINFORCING

REINFORCINGHORIZONTAL

NO SCALE

TYPE 'B'

VERTICALREINFORCING

HORIZONTAL

LC

TYPE 'A'

REINFORCING

WALL REINFORCING PLACEMENT TYPES:

ABBREVIATIONS:E.F.I.F.O.F.

EACH FACEINSIDE FACEOUTSIDE FACE

INSI

DEFA

CE

CONCRETE FOUNDATION WALL NOTES:


REINFORCINGTHICKNESS

VERTICAL HORIZONTAL

6" #4 AT 18" O.C. #4 AT 16" O.C.

8" #4 AT 18" O.C. #4 AT 12" O.C.

10" #4 AT 16" O.C. #5 AT 15" O.C.

12" #4 AT 18" O.C. E.F. #4 AT 16" O.C. E.F.

CW-8A 8" #4 AT 12" O.C. #4 AT 12" O.C. (1) #4 A

CW-10A 10" #6 AT 12" O.C. E.F. #4 AT 12" O.C. E.F. (1) #4 E.F. C

SCHED_CONC_EPOXY-01

4EPOXY DOWEL EMBED SCHEDULE

EPOXY DOWEL EMBED SCHEDULE

MINIMUMEMBED

NO SCALE

10"

1'-1"

7.1/2"

6.1/2"

EXISTING CONCRETEMINIMUM EMBEDMENT INTO

1'-4"

DOWEL SIZE

#5

#4

#7

#6

#8

REINFORCING

REQUIREMENTS

TYPICAL WALL/FOOTING

NOTES FOR BAR LAPSEE GENERAL STRUCTURAL

INSTALLATIONRECOMMENDATIONS FOR EPOXYAIR. FOLLOW MANUFACTURERSCLEAN WITH OIL FREE COMPRESSED1/8". AFTER DRILLING, BLOW HOLEHOLE DIAMETER = BAR DIAMETER +

STRUCTURAL NOTES FOR ACCEPTEDREINFORCING. SEE GENERALNEW DOWEL TO MATCH WALL/FTG

EPOXY TYPES

#3 4"

REVISION

HKS PROJECT NUMBER

DATE

SHEET TITLE

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MECHANICAL ENGINEER

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ARCHITECT


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123 W SOUTH TEMPLE



OWNER'S CONSULTANT




OWNER


2/15/17

PERMIT SET

17350.010

BHB PROJECT NUMBER:

2/2

4/2

017

11

:00

:12

AM

S6.01

SCHEDULES

2/15/17

170158


PLUMBING FIXTURE SCHEDULECW HW W V

ID FIXTURE (IN) (IN) (IN) (IN) NOTES SPECIFICATION

DF-1 DRINKING FOUNTAIN 3/8 -.- 1 1/4 1 1/4 PEDESTALFILTRINE MODEL 130-CP-16, PEDESTAL DRINKING FOUNTAIN. 16 GAUGE STAINLESS STEEL, #4 SATIN FINISH, 16 GAUGE STANLESS STEEL COVER PLATE, STAINLESSSTEEL BUBBLER WITH INTEGRAL PUSH BUTTON WITH #4 SATIN FINISH. SEE ARCHITECTURUAL ELEVATIONS FOR HEIGHT.

DF-2 DRINKING FOUNTAIN (ADA) 3/8 -.- 1 1/4 1 1/4 PEDESTAL, ADAFILTRINE MODEL 130-CP-16-CA, PEDESTAL DRINKING FOUNTAIN - ADA ACCESSIBLE. 16 GAUGE STAINLESS STEEL, #4 SATIN FINISH, 16 GAUGE STANLESS STEELCOVER PLATE, STAINLESS STEEL BUBBLER WITH REMOVE "SOFT TOUCH" VALVE AND #4 SATIN FINISH. SEE ARCHITECTURUAL ELEVATIONS FOR HEIGHT.

DCH-1 DRINKING FOUNTAIN CHILLER 3/4" -.- -.- -.- REMOTE CHILLER FILTRINE MODEL ES-25-RFC, CENTRAL DRINKING WATER CHILLER/PURIFIER, 600 PERSONS SERVED, FILTRATION (5 MICRON SPUN POLY, 5 MICRON CARBON BLOCK,PHOSPHATE FEEDER). 3/4 HP COMPRESSOR 25 GALLON, 115/60/1, 1/3 HP STAINLESS PUMP.

FD-1 FLOOR DRAIN -.- -.- 2 1 1/2 -.-FLOOR DRAIN: SMITH FIGURE 2010-BP CAST IRON BODY AND FLASHING COLLAR WITH PROTECTIVE CAP AND SQUARE NICKEL BRONZE ADJUSTABLE STRAINER HEADWITH SECURED SQUARE HOLE GRATE - NO "P" TRAP REQUIRED.

1. ALL UNDER GROUND WASTE AND VENT SHALL BE 2" OR GREATER PER DRAWINGS.

F

D

C

B

A

20191817

E

19.1

C.3

C.4

AA

A.1

-

--

col

c.8

e.2

f.8

D.6

3

M1.01D

1

2

3

F

6

(E)2"

(E)2"(E)2"

(E)2"

(E)3/4"

(E)8"

F

D

C

B

A

20191817

E

19.1

C.3

C.4

AA

A.1

-

--

col

c.8

e.2

f.8

D.6

3

M1.01D

7

DCH

19

F

(E)2"

(E)2"(E)2"

(E)2"

(E)3/4"

(E)8"

1/2"

1/2"

5

54

4

DF-1

DF-2

8

8

2"

FD-110

11

2"

1

FD-1

RE

GIS

TER

E

DPROFESS IONA

L

EN

GIN

EE

R

No. 7122

S

TA

T E O F UTA

H

KIM P.

HARRIS

REVISION

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ELECTRICAL ENGINEER

xxxxxxx



MECHANICAL ENGINEER

330 SOUTH 300 EAST



ARCHITECT


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SALT LAKE CITY, UT 84190-3000

OWNER




OWNER'S CONSULTANT


2/2

4/2

01

7 1

:26

:59

PM

P1.01

PLUMBING FLOOR

PLANS

02/15/17

17350.010

PERMIT SET

2.6

.4.2

013

062

1

1/8" = 1'-0"1 PLUMBING DEMO LEVEL 01 (LOBBY) FLOOR PLAN 1/8" = 1'-0"2 PLUMBING LEVEL 01 (LOBBY) FLOOR PLAN

SHEET KEYNOTES

1. DEMOLISH AND REMOVE DOMESTIC CHILLED WATER LINES AS SHOWN.

2. CAP AND ABANDON EXISTING WASTE LINE IN PLACE.

3. REMOVE AND SALVAGE EXISTING DRINKING FOUNTAIN FIXTURE. RETURNFIXTURE TO OWNER.

4. CONNECT NEW DOMESTIC CHILLED WATER AS SHOWN.

5. CONNECT NEW SANITARY SEWER LINE TO FIXTURE AS SHOWN.

6. DISCONNECT EXISTING FIRE SPRINKLER LINE AS IT PASSES BETWEEN THETWO SUPPLY DUCTS THAT CONNECT TO TUNNEL/PLENUM.

7. RE-CONNECT EXISTING FIRE SPRINKLER LINE IN STRAIGHT RUN OVER THETOP OF RELOCATED DUCTWORK. KEEP SPRINKLER LINE AS HIGH ASPOSSIBLE.

8. DRINKING FOUNTAIN PART OF BID ALTERNATE #1.

9. REMOTE DOMESTIC CHILLER LOCATED IN BASEMENT MECHANICAL ROOMPART OF BID ALTERNATE #1. RECONNECT EXISTING DOMESTIC COLD WATERSUPPLY AND RETURN LINES TO NEW REMOTE CHILLER.

10. PROVIDE FLOOR DRAIN IN THE BOTTOM OF TUNNEL PIT. PROVIDE FLOOR DRAIN WITHOUT P-TRAP.

11. EXTEND WASTE LINE FROM FLOOR THROUGH BASEMENT WALL ANDTERMINATE WASTE LINE AT WALL PENETRATION.

NN


1 Addendum No. 1 2/27/2017

1

1

1

ABRAVANEL HALL ESCALATOR REMODEL SALT LAKE CITY, UTAH

HKS 17350.010 2017-02-15 2017-02-27

TOC - 1

TABLE OF CONTENTS LEGEND

FIRST COLUMN: DATE OF LATEST SECTION

SECOND COLUMN: SHADED INDICATES SECTION IS INCLUDED IN CURRENT PRINTING

THIRD COLUMN: REVISION NUMBER (“O” INDICATES ORIGINAL, REVISIONS ARE NUMBERED CONSECUTIVELY)

FOURTH COLUMN: SPECIFICATION SECTION NUMBER

FIFTH COLUMN: SPECIFICATION SECTION TITLE

NOTE FOR REVISED SPECIFICATION SECTIONS

1. DELETED INFORMATION IS INDICATED BY A STRIKETHROUGH (IE, THIS IS DELETED).

2. NEW INFORMATION IS INDICATED BY A DOUBLE UNDERLINE AND BOLD (IE, THIS IS ADDED).

3. ALL REVISED INFORMATION IS FURTHER IDENTIFIED BY A HEAVY VERTICAL LINE TO THE RIGHT OF ALL REVISIONS IN EACH INDIVIDUAL SPECIFICATION SECTION (REFER TO HEAVY BOLD LINE TO THE RIGHT FOR AN EXAMPLE).

4. ISSUES OF SPECIFICATIONS SECTIONS Date Description 2017-02-15 Permit Set 2017-02-27 Addendum #1

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

2017-02-15 0 00 3100 Available Project Information 2017-02-15 0 00 7200 General Conditions 2017-02-15 0 00 7300 Supplementary Conditions

DIVISION 01 - GENERAL REQUIREMENTS

2017-02-15 0 01 1000 Summary 2017-02-15 0 01 2300 Alternates 2017-02-15 0 01 2500 Substitution Procedures 2017-02-15 0 01 2600 Contract Modification Procedures 2017-02-15 0 01 2900 Payment Procedures 2017-02-15 0 01 3100 Project Management and Coordination 2017-02-15 0 01 3200 Construction Progress Documentation 2017-02-15 0 01 3300 Submittal Procedures 2017-02-15 0 01 4000 Quality Requirements 2017-02-15 0 01 4200 References 2017-02-15 0 01 5000 Temporary Facilities and Controls 2017-02-15 0 01 6000 Product Requirements 2017-02-15 0 01 7300 Execution 2017-02-15 0 01 7419 Construction Waste Management and Disposal 2017-02-15 0 01 7700 Closeout Procedures 2017-02-15 0 01 7823 Operations and Maintenance Data 2017-02-15 0 01 7839 Project Record Documents 2017-02-15 0 01 7900 Demonstration and Training

TABLE OF CONTENTS

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DIVISION 02 - EXISTING CONDITIONS

2017-02-15 0 02 4119 Selective Demolition

DIVISION 03 - CONCRETE

2017-02-15 0 03 1100 Concrete Forming 2017-02-15 0 03 1500 Concrete Accessories 2017-02-15 0 03 2000 Concrete Reinforcing 2017-02-15 0 03 3000 Cast-In-Place Concrete 2017-02-15 0 03 3500 Concrete Finishing

DIVISION 04 - MASONRY

NO SECTIONS

DIVISION 05 - METALS

2017-02-15 0 05 1200 Structural Steel Framing 2017-02-15 0 05 5000 Metal Fabrications 2017-02-27 1 05 7300 Ornamental Handrails and Railings

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

2017-02-15 0 06 4023 Interior Architectural Woodwork

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

2017-02-27 0 07 1328 Pre-Applied Sheet Waterproofing 2017-02-27 0 07 1352 Modified Bituminous Sheet Waterproofing 2017-02-15 0 07 1616 Crystalline Waterproofing 2017-02-15 0 07 9200 Joint Sealants 2017-02-15 0 07 9500 Expansion Controls

DIVISION 08 - OPENINGS

NO SECTIONS

DIVISION 09 - FINISHES

2017-02-15 0 09 2900 Gypsum Board Assemblies 2017-02-15 0 09 6800 Carpeting 2017-02-15 0 09 9100 Painting

DIVISIONS 10 - 13

NO SECTIONS

DIVISION 14 - CONVEYING EQUIPMENT

2017-02-27 1 14 3100 Escalators

TABLE OF CONTENTS

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DIVISIONS 15 - 21

NO SECTIONS

DIVISION 22 – PLUMBING 2017-02-15 0 22 0500 Common Work Results for Plumbing 2017-02-15 0 22 0523 General-Duty Valves for Plumbing Piping 2017-02-15 0 22 0529 Hangers and Supports for Plumbing Piping and

Equipment 2017-02-15 0 22 0553 Identification for Plumbing Piping and Equipment 2017-02-15 0 22 0719 Plumbing Piping Insulation 2017-02-15 0 22 1116 Domestic Water Piping 2017-02-15 0 22 1316 Sanitary Waste and Vent Piping 2017-02-15 0 22 4700 Drinking Fountains and Water Coolers

DIVISION 23 - HEATING, VENTILATING, AND AIR-CONDITIONING (HVAC) 2017-02-15 0 23 0100 Mechanical Requirements 2017-02-15 0 23 0150 Temporary Use of Equipment and Systems 2017-02-15 0 23 0500 Common Work Results for HVAC 2017-02-15 0 23 0529 Hangers and Supports for HVAC Piping and Equipment 2017-02-15 0 23 0548 Seismic Restraint and Vibration Isolation 2017-02-15 0 23 0550 Operation and Maintenance of HVAC Systems 2017-02-15 0 23 0553 Identification for HVAC Piping and Equipment 2017-02-15 0 23 0593 Testing, Adjusting, and Balancing for HVAC 2017-02-15 0 23 0713 Duct Insulation 2017-02-15 0 23 0719 HVAC Piping Insulation 2017-02-15 0 23 2213 Steam and Condensate Heating Piping 2017-02-15 0 23 2216 Steam and Condensate Piping Specialties 2017-02-15 0 23 2513 Water Treatment for Closed-Loop Hydronic Systems 2017-02-15 0 23 3001 Common Duct Requirements 2017-02-15 0 23 3113 Metal Ducts

DIVISIONS 24 - 25

NO SECTIONS DIVISION 26 – ELECTRICAL 2017-02-15 0 26 0500 Basic Electrical Materials and Methods 2017-02-15 0 26 0519 Wires & Cables (600V) 2017-02-15 0 26 0533 Raceways

DIVISIONS 27 - 30

NO SECTIONS

TABLE OF CONTENTS

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DIVISION 31 - EARTHWORK

2017-02-15 0 31 2400 Earthwork for Structures

END OF TABLE OF CONTENTS


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SECTION 05 7300

ORNAMENTAL HANDRAILS AND RAILINGS

PART 1 - GENERAL

1.1 SUMMARY

A. Work required for this section includes ornamental handrails, railings and supplementary items necessary to complete their installation.

B. Handrails and railings fabricated from steel pipe and tube components are specified in Division 5 Section "Pipe and Tube Railings".

1.2 PERFORMANCE REQUIREMENTS

A. Delegated Design: Design railings, including comprehensive engineering analysis by a qualified professional engineer, using performance requirements and design criteria indicated.

B. General: In engineering railings to withstand structural loads indicated, determine allowable design working stresses of railing materials based on the following:

1. Stainless Steel: 60 percent of minimum yield strength. 2. Steel: 72 percent of minimum yield strength. 3. Glass: 25 percent of mean modulus of rupture (50 percent probability of breakage), as listed

in "Mechanical Properties" in AAMA's Aluminum Curtain Wall Series No. 12, "Structural Properties of Glass."

C. Structural Performance: Railings shall withstand the effects of gravity loads and the following loads and stresses within limits and under conditions indicated:

1. Handrails and Top Rails of Guards:

a. Uniform load of 50 lbf/ft. (0.73 kN/m) applied in any direction. b. Concentrated load of 200 lbf (0.89 kN) applied in any direction. c. Uniform and concentrated loads need not be assumed to act concurrently.

2. Infill of Guards:

a. Concentrated load of 50 lbf (0.22 kN) applied horizontally on an area of 1 sq. ft. (0.093 sq. m).

b. Infill load and other loads need not be assumed to act concurrently.

3. Top Rail at Glass-Supported Railings: Support each section of top rail by a minimum of three glass panels or by other means so top rail will remain in place if any one panel fails.

D. Thermal Movements for Exterior Railings: Allow for thermal movements from ambient and surface temperature changes acting on exterior metal fabrications by preventing buckling, opening of joints, overstressing of components, failure of connections, and other detrimental effects.


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1. Temperature Change: 120 deg F (49 deg C), ambient; 180 deg F (82 deg C), material surfaces.

E. Control of Corrosion: Prevent galvanic action and other forms of corrosion by insulating metals and other materials from direct contact with incompatible materials.

1.3 SUBMITTALS

A. Product Data: For manufacturer's product lines of handrails and railings assembled from standard components.

1. Include Product Data for grout, anchoring cement, and paint products.

B. Shop Drawings: Show fabrication and installation of handrails and railings. Include plans, elevations, sections, details, and attachments to other Work.

1. For installed handrails and railings indicated to comply with design loads, include shop drawings signed and sealed by the qualified professional engineer responsible for their preparation.

2. For illuminated railings, include wiring diagrams and roughing-in details.

C. Samples for Verification: For each type of exposed finish required, prepared on components indicated below and of same thickness and metal indicated for the Work. If finishes involve normal color and texture variations, include sample sets showing the full range of variations expected.

1. 6-inch long sections of each different linear railing member, including handrails, top rails, posts, and balusters.

2. Fittings and brackets. 3. Assembled Samples of railings, made from full-size components, including top rail, post,

handrail, and infill. Show method of finishing members at intersections. Samples need not be full height.

D. Product Test Reports: Indicating products comply with requirements, based on comprehensive testing of current products.

1.4 QUALITY ASSURANCE

A. Professional Engineer Qualifications: A professional engineer who is legally qualified to practice in jurisdiction where Project is located and who is experienced in providing engineering services of the kind indicated. Engineering services are defined as those performed for installations of handrails and railings that are similar to those indicated for this Project in material, design, and extent.

B. Testing Agency Qualifications: An independent testing agency with the experience and capability to conduct the testing indicated, as documented according to ASTM E 548.

C. Source Limitations: Obtain each type of railing through one source from a single manufacturer.

D. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application.

E. Preconstruction Testing Service: Engage a qualified independent testing agency to test handrails and railings for compliance with specified requirements for performance and test methods. Conduct tests using specimens and assemblies representative of proposed materials and construction.


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1.5 PROJECT CONDITIONS

A. Field Measurements: Verify handrail and railing dimensions by field measurements before fabrication and indicate measurements on Shop Drawings. Coordinate fabrication schedule with construction progress to avoid delaying the Work.

1. Established Dimensions: Where field measurements cannot be made without delaying the Work, establish dimensions and proceed with fabricating handrails and railings without field measurements. Coordinate construction to ensure that actual dimensions correspond to established dimensions.

1.6 COORDINATION

A. Coordinate installation of anchorages for handrails and railings. Furnish Setting Drawings, templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral anchors, that are to be embedded in concrete or masonry. Deliver such items to Project site in time for installation.

1.7 SCHEDULING

A. Schedule installation so handrails and railings are mounted only on completed walls. Do not support temporarily by any means that do not satisfy structural performance requirements.

PART 2 - PRODUCTS

2.1 ACCEPTABLE MANUFACTURERS

A. Following manufacturers listed are “acceptable” only if manufacturers can evidence product compliance with requirements of Contract Documents.

1. Glass Supported Railings:

a. Blum: Julius Blum & Co., Inc. b. Blumcraft of Pittsburgh. c. HDI Railing Systems d. Livers Bronze Co., Inc. e. Wagner Architectural Systems

2. Illuminated Decorative Railings:

a. Blumcraft of Pittsburg. b. Cole, C.W., & Company, Inc. c. L & J Specialty Corp.; Lumirail Division. d. Livers Bronze; Mirage System (Basis of Design) e. VIVA Railings. f. Wagner Architectural Systems

B. Basis of Design (Product Standard): Contract Documents are based on products and systems specified to establish a standard of quality. Other manufacturers offering products having equivalent characteristics may be considered, provided deviations are minor and comply with requirements of Contract Documents as judged by the Architect.

1. Wagner Architectural Systems.


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a. Wagner Panelgrip2 clear glass guardrail system b. Wagner lumenrail Linear Symmetric light fixture, color temp 2700K c. Wagner wall mounted brackets: MB3250W d. Wagner floor mounted posts: flat post option

2.2 STAINLESS STEEL

A. Interior Railings:

1. Tubing: ASTM A 554, Grade MT 304. 2. Pipe: ASTM A 312/A 312M, Grade TP 304. 3. Castings: ASTM A 743/A 743M, Grade CF 8 or CF 20. 4. Sheet, Strip, Plate, and Flat Bar: ASTM A 666, Type 304. 5. Bars and Shapes: ASTM A 276, Type 304.

2.3 GLASS AND GLAZING MATERIALS

A. Laminated Glass: ASTM C 1172, Condition A (uncoated), Type I (transparent flat glass), Quality-Q3 with two plies of glass and cast-in-place and cured-transparent-resin interlayer to comply with interlayer manufacturer's written recommendations needed to comply with requirements.

1. Kind: LT (laminated tempered). 2. Glass Color: Clear. 3. Interlayer Basis of Design: DuPont; SentryGlas Ionoplast; clear, thickness as required for

intended use. 4. Glass Plies: 1/4 in (6 mm) thick, each ply; unless otherwise required to meet design load.

B. Glazing Cement and Accessories for Structural Glazing: Glazing cement, setting blocks, shims, and related accessories as recommended or supplied by railing manufacturer for installing structural glazing in metal subrails.

1. Glazing Cement: Non-shrinking organic cement designed for curing by passing an electric current through metal subrail holding glass panel, as standard with manufacturer.

C. Glazing Gaskets for Glass Infill Panels: Glazing gaskets and related accessories recommended or supplied by railing manufacturer for installing glass infill panels in post-supported railings.

2.4 FASTENERS

A. Fastener Materials: Unless otherwise indicated, provide the following:

1. Stainless-Steel Components for Interior Railings: Type 304 stainless-steel fasteners. 2. Uncoated Steel Components: Plated-steel fasteners complying with ASTM B 633, Class

Fe/Zn 25 for electrodeposited zinc coating where concealed; Type 304 stainless-steel fasteners where exposed.

3. Dissimilar Metals for Interior Railings: Type 304 stainless-steel fasteners. 4. Dissimilar Metals for Exterior Railings: Type 316 stainless-steel fasteners.

B. Fasteners for Anchoring to Other Construction: Select fasteners of type, grade, and class required to produce connections suitable for anchoring railings to other types of construction indicated and capable of withstanding design loads.

C. Provide concealed fasteners for interconnecting railing components and for attaching railings to other work unless exposed fasteners are unavoidable.


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1. Provide Phillips flat-head machine screws for exposed fasteners unless otherwise indicated.

D. Anchors, General: Anchors capable of sustaining, without failure, a load equal to six times the load imposed when installed in unit masonry and four times the load imposed when installed in concrete, as determined by testing according to ASTM E 488, conducted by a qualified independent testing agency.

E. Post-Installed Anchors: Torque-controlled expansion anchors or chemical anchors.

1. Material for Interior Locations: Carbon-steel components zinc plated to comply with ASTM B 633 or ASTM F 1941 (ASTM F 1941M), Class Fe/Zn 5, unless otherwise indicated.

2. Material for Exterior Locations and Where Stainless Steel Is Indicated: Alloy Group 2 (A4) stainless-steel bolts, ASTM F 593 (ASTM F 738M), and nuts, ASTM F 594 (ASTM F 836M).

2.5 MISCELLANEOUS MATERIALS

A. Welding Rods and Bare Electrodes: Select according to AWS specifications for metal alloy welded.

B. Electrical Components for Illuminated Railings: Provide internal, fluorescent light fixtures and electrical components, required as part of illuminated railings, that comply with NFPA 70 and that are listed and labeled by UL.

C. Bituminous Paint: Cold-applied asphalt emulsion complying with ASTM D 1187.

D. Non-shrink, Non-metallic Grout: Factory-packaged, non-staining, non-corrosive, non-gaseous grout complying with ASTM C 1107. Provide grout specifically recommended by manufacturer for interior and exterior applications.

2.6 FABRICATION

A. Assemble handrails and railings in shop to greatest extent possible to minimize field splicing and assembly. Disassemble units only as necessary for shipping and handling limitations. Clearly mark units for reassembly and coordinated installation. Use connections that maintain structural value of joined pieces.

B. Form changes in direction of railing members by flush radius bends or flush elbow fittings.

C. Form simple and compound curves by bending members in jigs to produce uniform curvature for each repetitive configuration required; maintain profile of member throughout entire bend without buckling, twisting, cracking, or otherwise deforming exposed surfaces of handrail and railing components.

D. Welded Connections: Fabricate handrails and railings for connecting members by welding. Cope components at perpendicular and skew connections to provide close fit, or use fittings designed for this purpose. Weld connections continuously to comply with the following:

1. Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals.

2. Obtain fusion without undercut or overlap. 3. Remove flux immediately. 4. At exposed connections, finish exposed surfaces smooth and blended so no roughness

shows after finishing and welded surface matches contours of adjoining surfaces.


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E. Mechanical Connections: Fabricate handrails and railings by connecting members with railing manufacturer's standard concealed mechanical fasteners and fittings, unless otherwise indicated. Fabricate members and fittings to produce flush, smooth, rigid, hairline joints.

1. Fabricate splice joints for field connection using epoxy structural adhesive where this is manufacturer's standard splicing method.

F. Brackets, Flanges, Fittings, and Anchors: Provide manufacturer's standard wall brackets, flanges, miscellaneous fittings, and anchors to connect handrail and railing members to other construction.

G. Provide inserts and other anchorage devices to connect handrails and railings to concrete or masonry. Fabricate anchorage devices capable of withstanding loads imposed by handrails and railings. Coordinate anchorage devices with supporting structure.

H. Shear and punch metals cleanly and accurately. Remove burrs from exposed cut edges.

I. Ease exposed edges to a radius of approximately 1/32 inch, unless otherwise indicated. Form bent-metal corners to smallest radius possible without causing grain separation or otherwise impairing the Work.

J. Cut, reinforce, drill, and tap components, as indicated, to receive finish hardware, screws, and similar items.

K. Close exposed ends of railing members with prefabricated end fittings.

L. Provide wall returns at ends of wall-mounted handrails, unless otherwise indicated. Close ends of returns, unless clearance between end of railing and wall is 1/4 inch or less.

M. Fillers: Provide fillers made from steel plate, or other suitably crush-resistant material, where needed to transfer wall bracket loads through wall finishes to structural supports. Size fillers to suit wall finish thicknesses and to produce adequate bearing area to prevent bracket rotation and overstressing of substrate.

2.7 GLAZING PANEL FABRICATION

A. General: Fabricate to sizes and shapes required; provide for proper edge clearance and bite on glazing panels.

1. Clean-cut or flat-grind edges at butt-glazed sealant joints to produce square edges with slight chamfers at junctions of edges and faces

2. Grind smooth exposed edges, including those at open joints, to produce square edges with slight chamfers at junctions of edges and faces.

B. Structural Glass Balusters: Factory-bond glass to aluminum base and top-rail channels in railing manufacturer's plant using glazing cement to comply with manufacturer's written specifications, unless field glazing is standard with manufacturer.

C. Straight Panels: Provide tempered glass panels for straight sections.

2.8 ILLUMINATED RAILINGS

A. General: Comply with requirements in this Section for aluminum railings with welded connections.

B. Illuminated Units: Provide internal illumination using concealed, internally wired, fluorescent-strip fixture system to illuminate walking surfaces adjacent to railings without light leaks. Make provisions


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for servicing and for concealed connection to electric service. Coordinate electrical characteristics with those of the power supply provided.

1. LED lights: Provide number of lights indicated or required by railing length. 2. Diffusers: UV-stabilized acrylic diffusers matching profile of railings. 3. Ballasts: Energy-saving, high power factor, Class P, electromagnetic type; designed for use

with high-output lamps, and with automatic-reset thermal protection. Ballasts comply with ANSI C82.1, bear Certified Ballast Manufacturer Certification labels, and are rated for 0 deg F (minus 17 deg C) starting temperature.

2.9 FINISHES, GENERAL

A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes.

B. Protect mechanical finishes on exposed surfaces from damage by applying a strippable, temporary protective covering before shipment.

C. Appearance of Finished Work: Variations in appearance of abutting or adjacent pieces are acceptable if they are within one-half of the range of approved Samples. Noticeable variations in same piece are not acceptable. Variations in appearance of other components are acceptable if they are within the range of approved Samples and are assembled or installed to minimize contrast.

2.10 STAINLESS-STEEL FINISHES

A. Surface Preparation: Remove tool and die marks and stretch lines, or blend into finish.

B. Polished Finishes: Grind and polish surfaces to produce uniform finish, free of cross scratches.

1. Directional Finishes: Run grain of directional finishes with long dimension of each piece.

C. Directional Satin Finish: No. 4.

D. When polishing is completed, passivate and rinse surfaces. Remove embedded foreign matter and leave surfaces chemically clean.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine surfaces to receive ornamental handrail and railing system and conditions under which work will be installed. Do not proceed with work until unsatisfactory conditions have been corrected in a manner acceptable to installer. Starting work within a particular area will be construed as applicator’s acceptance of surface conditions.

3.2 INSTALLATION, GENERAL

A. Fit exposed connections together to form tight, hairline joints.


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B. Cutting, Fitting, and Placement: Perform cutting, drilling, and fitting required for installing handrails and railings. Set handrails and railings accurately in location, alignment, and elevation, measured from established lines and levels and free from rack.

1. Do not weld, cut, or abrade surfaces of railing components that have been coated or finished after fabrication and that are intended for field connection by mechanical or other means without further cutting or fitting.

2. Set posts plumb within a tolerance of 1/16 inch in 3 feet. 3. Align rails so variations from level for horizontal members and from parallel with rake of steps

and ramps for sloping members do not exceed 1/4 inch in 12 feet.

C. Adjust handrails and railings before anchoring to ensure alignment at abutting joints. Space posts at interval indicated, but not less than that required by structural loads.

D. Fastening to In-Place Construction: Use anchorage devices and fasteners where necessary for securing handrails and railings and for properly transferring loads to in-place construction.

E. Control of Corrosion: Prevent galvanic action and other forms of corrosion by isolating metals and other materials from direct contact with incompatible materials.

3.3 RAILING CONNECTIONS

A. Non-welded Connections: Use mechanical or adhesive joints for permanently connecting railing components. Use wood blocks and padding to prevent damage to railing members and fittings. Seal recessed holes of exposed locking screws using plastic cement filler colored to match finish of railings.

B. Welded Connections: Use fully welded joints for permanently connecting railing components. Comply with requirements for welded connections in "Fabrication" Article whether welding is performed in the shop or in the field.

C. Expansion Joints: Install expansion joints where joints occur in substrate and no further apart than required to accommodate thermal movement. Provide slip-joint internal sleeve extending 2 inches beyond joint on either side; fasten internal sleeve securely to one side; locate joint within 6 inches of post.

3.4 ANCHORING POSTS AND RAILINGS

A. Posts: Use steel pipe sleeves preset and anchored into concrete for installing posts. After posts have been inserted into sleeves, fill annular space between post and sleeve with grout anchoring material, mixed and placed to comply with anchoring material manufacturer's written instructions:

1. Cover anchorage joint with a flange of same metal as post, attached to post with set screws:

B. Railing Ends: Anchor rail ends to wall construction with sleeves concealed within rail ends and anchored with postinstalled anchors and bolts.

C. Handrails: Attach handrails to wall with wall brackets. Provide bracket with 1-1/2-inch clearance from inside face of handrail and finished wall surface. locate brackets at spacing required to support structural loads but not less than 5 feet on center. Secure wall brackets to building construction as follows:

1. For concrete and solid masonry anchorage, use drilled-in expansion shields and hanger or lag bolts.

2. For hollow masonry anchorage, use toggle bolts.


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3. For steel-framed gypsum board assemblies, fasten brackets directly to steel framing or concealed reinforcements using self-tapping screws of size and type required to support structural loads.

3.5 INSTALLING GLASS PANELS

A. Glass-Supported Railings: Install assembly to comply with railing manufacturer's written instructions.

1. Attach base channel to building structure, then insert and connect factory-fabricated and -assembled glass panels if glass was bonded to base and top rail channels in factory.

2. Attach base channel to building structure, then insert glass into base channel and bond with glazing cement unless glass was bonded to base and top rail channels in factory.

a. Support glass panels in base channel at quarter points with channel-shaped setting blocks that also act as shims to maintain uniform space for glazing cement. Fill remaining space in base channel with glazing cement for uniform support of glass.

3. Adjust spacing of glass panels so gaps between panels are equal before securing in position. 4. Erect glass railings under direct supervision of manufacturer's authorized technical

personnel.

B. Post-Supported Glass Railings: Install assembly to comply with railing manufacturer's written instructions and with requirements in other Part 3 articles. Erect posts and other metal railing components, then set factory-cut glass panels. Do not cut, drill, or alter glass panels in field. Protect edges from damage.

3.6 CLEANING AND PROTECTION

A. Clean surfaces according to written recommendations of metal finisher and manufacturer in a manner that leaves an undamaged and uniform finish matching approved Sample.

B. Protect finishes of handrails and railings from damage during construction period with temporary protective coverings approved by railing manufacturer. Remove protective coverings at the time of Substantial Completion.

C. Restore finishes damaged during installation and construction period so no evidence remains of correction work. Return items that cannot be refinished in field to shop; make required alterations and refinish entire unit, or provide new units.

END OF SECTION


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SECTION 07 1328

PRE-APPLIED SHEET WATERPROOFING

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes: Pre-applied sheet waterproofing system and supplementary items necessary for installation at the following applications:

1. Horizontal blind side applications below slabs-on-grade over mud slab or prepared subgrade.

1.2 ACTION SUBMITTALS

A. Product Data: Manufacturer's technical literature for each product and system indicated.

1. Include manufacturer's specifications for materials, finishes, construction details, installation instructions.

2. Include manufacturer's written instructions for evaluating, preparing, and treating substrate.

B. Shop Drawings: Show details of fabrication and installation, including plans, elevations, sections, details of components and attachments to other work. Distinguish between shop and field-assembled work. Include the following:

1. Substrate joint and crack treatments, waterproofing applications, flashings, penetrations, inside and outside corners, tie-ins with adjoining waterproofing, and other termination conditions.

C. Samples for Verification Purposes: Actual samples for each of following, in sizes indicated:

1. Waterproofing: 12 in (300 mm) square.

1.3 INFORMATIONAL SUBMITTALS

A. Manufacturer's Project Acceptance Document: Certification by the manufacturer that its product(s) are approved, acceptable, suitable for use in specific locations, for specific details, and for applications indicated, specified, or required, and that a warranty will be issued.

B. Product Test Reports: Written reports based on evaluation of comprehensive tests performed by qualified testing agency indicating that each product complies with requirements.

C. Field Quality Control Reports: Written report of testing and inspection required by "Field Quality Control".

D. Qualification Data:

1. For firms and persons specified in "Quality Assurance" to demonstrate their capabilities and experience. Include list of completed projects.


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E. Warranty: Sample of warranty.

1. Provide manufacturer's written warranty covering materials and installation (labor) stating obligations, remedies, limitations and exclusions.


A. Installer Qualifications:

1. Experience: Installer's personnel with not less than 5 years of experience in the successful performance of Work similar to scope of this Project.

2. Supervision: Installer shall maintain a competent supervisor at Project while the Work is in progress, and who has not less than 5 years of experience installing products and systems similar to scope of this Project..

3. Manufacturer Acceptance: Installer shall be certified, approved, licensed, or acceptable to manufacturer to install products.

B. Mock-Ups: Before beginning Work of this Section, install minimum 100 sf (9.3 sm) of waterproofing system using materials indicated for the completed Work; incorporating substrate construction, sealing at penetrations, and seaming to demonstrate installation of system. Acceptance of mock-ups does not constitute acceptance of deviations from the Contract Documents contained in mock-ups unless such deviations are specifically accepted by Architect in writing. Apply mock-ups to set quality standards for materials and execution.

1. Demonstrate surface preparation, crack, joint, and corner treatments. 2. If Architect determines mock-up does not comply with requirements, reconstruct

mock-ups until accepted. 3. Accepted mock-ups may become part of completed Work if undisturbed at time of

Substantial Completion.

1.5 PRE-INSTALLATION CONFERENCE

A. Pre-Installation Conference: Before Work begins, conduct conference at Project site.

1. Participants:

a. Architect. b. Contractor, including superintendent. c. Installer, including project manager and supervisor. d. If requested, Manufacturer's qualified technical representative. e. Installers of other construction interfaced with Work.

2. Minimum Agenda: Installer shall demonstrate understanding of the Work required by describing detailed procedures for preparing, installing, and cleaning the Work. Demonstration shall include, but not be limited to, following topics:

a. Tour representative areas of Work, inspect and discuss condition of substrate, and other preparatory work performed by other trades.

b. Review Contract Document requirements. c. Review approved submittals. d. Review inspection and testing requirements. e. Review environmental conditions and procedures for coping with unfavorable

conditions. f. Resolve deviations or differences between Contract Documents and the

manufacturer's specifications.


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3. Record discussions, including decisions and agreements, and prepare report.

1.6 DELIVERY, STORAGE, AND HANDLING

A. Deliver liquid materials to Project site in original packages with seals unbroken, labeled with manufacturer's name, product brand name and type, date of manufacture, and directions for storing and mixing with other components.

B. Store liquid materials in their original undamaged packages in a clean, dry, protected location and within temperature range required by waterproofing manufacturer.

C. Remove and replace liquid materials that cannot be applied within their stated shelf life.

D. Store rolls according to manufacturer's written instructions.

E. Protect stored materials from direct sunlight.


A. Environmental Limitations: Apply waterproofing within the range of ambient and substrate temperatures recommended by manufacturer. Do not apply waterproofing to a damp or wet substrate or during high humidity conditions including snow, rain, fog, or mist.

1.8 COORDINATION

A. Coordinate installation of products and systems with interfacing and adjoining construction to provide a successful installation without failure.

1.9 WARRANTY

A. Manufacturer's Warranty: Furnish manufacturer's written material and labor warranty signed by an authorized representative using manufacturer's standard form agreeing to furnish materials and labor required to repair or replace work which exhibits material defects caused by manufacture or design and installation of product. "Defects" is defined to include but not limited to deterioration or failure to perform as required.

1. Include Work provided under Division 07 Section "Modified Bituminous Sheet Waterproofing" in warranty.

2. Warranty Period: Manufacturer shall warrant the products to be free from material and labor Defects for a period of 10 years from date of Substantial Completion.

B. Installer's Warranty: Furnish installer's written workmanship warranty signed by an authorized representative using installer's standard form agreeing to provide labor required to repair or replace work which exhibits workmanship defects. "Defects" is defined to include but not limited to deterioration or failure to perform as required.

1. Warranty Period: Installer shall warrant the installation to be free from workmanship Defects for a period of 2 years from date of Substantial Completion.


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PART 2 - PRODUCTS

2.1 MANUFACTURERS AND PRODUCTS

A. Acceptable Manufacturers and Products: Subject to compliance with requirements of Contract Documents as judged by the Architect, provide product by one of manufacturers listed. If not listed, submit as substitution according to the Conditions of the Contract and Division 01 Section "Substitution Procedures".

2.2 MATERIALS, GENERAL

A. Single Source Responsibility: Furnish each type of product from single manufacturer. Provide secondary materials only as recommended by manufacturer of primary materials.


A. General: Provide pre-applied sheet waterproofing that prevents the passage of liquid water.

B. Material Compatibility: Provide waterproofing materials that are compatible with one another under conditions of service and application required, as demonstrated by manufacturer based on testing and field experience.

2.4 PRE-APPLIED SHEET WATERPROOFING MATERIALS

A. Adhesive-Coated HDPE Sheet Waterproofing; Horizontal Blind Side Applications:

1. Description: Minimum 46 mils (1.2 mm) thick, uniform, flexible sheets consisting of 30 mils (0.76 mm) thick HDPE sheet coated with pressure-sensitive rubber adhesive, protective adhesive coating, detackifying surface treatment, an uncoated self-adhering side lap strip, and release liner.

2. Manufacturer and Product: Grace Construction Products; Preprufe 300R.

B. Thermoplastic Waterproofing Membrane; Horizontal Blind Side Applications:

1. Description: Minimum 60 mil (1.5 mm) nominal thick PVC, Elvaloy KEE thermoplastic membrane reinforced with 5 oz. (385 mL) weft inserted knit polyester fabric integrally bonded to an Active Polymer Core (APC).

2. Manufacturer and Product: CETCO Building Materials Group; Coreflex 60.

2.5 ACCESSORY MATERIALS

A. General: Furnish accessory materials recommended by waterproofing system manufacturer for intended use and compatible with waterproofing.

B. Primer: Liquid primer for substrate provided by waterproofing manufacturer.

C. Surface Conditioner: Liquid surface conditioner for substrate provided by waterproofing manufacturer.

D. Liquid Membrane: Elastomeric, two-component liquid, cold fluid applied, trowel grade or low viscosity; provided by waterproofing manufacturer.

E. Substrate Patching Membrane: Low-viscosity, two-component, asphalt-modified coating; provided by waterproofing manufacturer.


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F. Mastic and Adhesives: Liquid mastic and adhesives; provided by waterproofing manufacturer.

G. Detail Tape: Two-sided, pressure-sensitive, self-adhering reinforced tape, 4-1/2 in (112 mm) wide, with tack-free protective adhesive coating on one side and release film on self-adhering side; provided by waterproofing manufacturer.

H. Termination Bars: ASTM A 666, Type 304 formed stainless steel bars; 2 types, one flat and one flat with upper flange shaped to receive sealant, locations as indicated; 1 in by 1/8 in (25 mm by 3 mm) thick; predrilled at 8 in (200 mm) centers; with stainless steel fasteners. No aluminum or plastic bars allowed.

I. Expansion Joint System: Heavy-duty, double-celled, thermoplastic extruded sealing gland flanked by integral side flashing sheets. System shall include manufacturer's standard termination bars and anchors. For blind-side below grade applications.

1. Basis of Design: Emseal Joint Systems, Ltd.; BG System.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Acceptance of Surfaces and Conditions: Examine substrates to receive products and systems and associated work for compliance with requirements and other conditions affecting performance. Proceed only when unsatisfactory conditions have been corrected in a manner complying with Contract Documents. Starting work within a particular area will be construed as acceptance of surface conditions.


A. Installation Quality Standards: In addition to standards listed elsewhere, perform Work according to following, unless otherwise specified:

1. ASTM D 6135. 2. Respective manufacturer's written installation instructions. 3. Accepted submittals. 4. Contract Documents.

3.3 PREPARATION

A. General: Comply with manufacturer's instructions, recommendations, and specifications for cleaning and surface preparation. Surfaces shall have no defects, contaminants, or errors which would result in poor or potentially defective installation or would cause latent defects in Work.

B. Excavation Dewatering: Verify that the waterproofing application area is dry and free of standing and uncontrolled water. Should the dewatering system fail at any time during application of waterproofing system, the materials shall be completely removed and work shall start over with new materials once the area is dry and free of water again.

C. Excavation Support and Protection System:

1. Fill minor gaps and spaces 1/8 in (3 mm) wide or wider with wood, metal, concrete, or other appropriate filling material.


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2. Cover or fill large voids and crevices with cement mortar. 3. Encase tieback rods, nuts, and plates with detail tape and prepare for covering with

waterproofing.

D. Mud Slab Concrete Surfaces:

1. Verify concrete has cured and aged for minimum time period recommended by waterproofing manufacturer.

2. Verify that substrate is visibly dry and within the moisture limits recommended in writing by manufacturer. Test for capillary moisture by plastic sheet method according to ASTM D 4263 or as recommended by waterproofing manufacturer.

3. Remove fins, ridges, mortar, and other projections. 4. Verify honeycomb voids, rock pockets, form tie holes, and other defects are filled by other

Division 03 Sections. 5. Remove dust and dirt from joints and cracks according to ASTM D 4258. 6. Remove debris, oily substances, mud, grease, oil, bitumen, form-release agents, paints,

curing compounds, penetrating contaminants or film-forming coatings from concrete, and similar substances.

E. Prepared Subgrade: Verify that compacted subgrade is dry, smooth, and sound; and ready to receive waterproofing.

3.4 WATERPROOFING INSTALLATION, GENERAL

A. Installation Performance Requirements: Install waterproofing system to prevent passage of liquid water under hydrostatic pressure.

B. Termination and Penetration Treatment: Seal to provide watertight seal with detail tape patches or wraps and liquid-membrane troweling.

C. Corners: Prepare, prime, and treat inside and outside corners.

D. Damaged Waterproofing: Repair tears, voids, and lapped seams not complying with requirements. Tape perimeter of damaged or nonconforming area extending 6 in (150 mm) beyond repaired areas in all directions. Apply a patch of sheet waterproofing and firmly secure with detail tape. Correct deficiencies in or remove waterproofing that does not comply with requirements; repair substrates, reapply waterproofing, and repair sheet flashings.

E. Waterproofing Tie-Ins: Install waterproofing and accessories to tie into adjacent waterproofing to ensure watertight installation.

3.5 WATERPROOFING INSTALLATION

A. Horizontal Applications: Install sheet with appropriate face (HDPE-side or geotextile-side) against substrate. Accurately align sheets and maintain uniform side and end laps of minimum dimensions required by membrane manufacturer. Overlap and seal seams, and stagger and tape end laps to ensure watertight installation.

B. Corners: Seal lapped terminations and cut edges of sheet waterproofing at inside and outside corners with detail tape.

C. Seal penetrations through sheet waterproofing to provide watertight seal with detail tape patches or wraps and a liquid-membrane troweling.


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D. Install sheet-waterproofing and auxiliary materials to produce a continuous watertight tie into adjacent waterproofing.

E. Repair tears, voids, and lapped seams in waterproofing not complying with requirements. Tape perimeter of damaged or nonconforming area extending 6 in (150 mm) beyond repaired areas in all directions. Apply a patch of sheet waterproofing and firmly secure with detail tape.

3.6 FIELD QUALITY CONTROL

A. Manufacturer's Field Service: Manufacturer's qualified technical representative shall periodically inspect Work to ensure installation is proceeding in accordance with manufacturer's designs, recommendations, instructions, and warranty requirements. Representative shall submit written reports of each visit indicating observations, findings, and conclusions of inspection.

1. Manufacturer's Technical Representative Qualifications: Direct employee of technical services department of manufacturer with experience in providing recommendations, observations, evaluations, and problem diagnostics.

B. Inspection of In-Progress Work: Owner may employ and pay a qualified independent inspection agency to perform the following inspections for field quality control. Re-inspections of materials failing to meet specified requirements shall be done at Contractor's expense.

1. Prior to beginning concrete slab reinforcing installation, inspect waterproofing membrane for rips, tears, and punctures.

2. Prior to concrete placement work, inspect concrete installer's tools and notify Contractor to have tools with spikes or other sharp surfaces that could inflict intentional or unintentional damage on the installed waterproofing membrane removed from work area.

3. Immediately prior to concrete placement work, inspect waterproofing membrane for rips, tears, and punctures, inspect penetrations at columns and mechanical and electrical piping.

4. Continuously inspect concrete placement work, watching for damage to waterproofing membrane.

5. Periodically inspect portions of slab that were not placed (block-outs, voids, and leave-outs) for water infiltration of subgrade until concrete is subsequently placed.

3.7 PROTECTION

A. Protect waterproofing from damage and wear until covered by subsequent construction. Include protection from damage due to ultraviolet (UV) light, harmful weather exposures, physical abuse, and other effects that cause latent defects in Work.

END OF SECTION


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SECTION 07 1352

MODIFIED BITUMINOUS SHEET WATERPROOFING

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes: Modified bituminous sheet waterproofing system and supplementary items necessary for installation at the following applications:

1. Vertical positive side applications at foundation walls.


A. Product Data: Manufacturer’s technical literature for each product or system indicated.

1. Include manufacturer's specifications for materials and installation instructions. 2. Include manufacturer's written instructions for evaluating, preparing, and treating

substrate.

B. Shop Drawings: Show details of fabrication and installation, including plans, elevations, sections, details of components and attachments to other work. Distinguish between shop and field-assembled work. Include in shop drawings substrate joint and crack treatments, waterproofing applications, flashings, penetrations, inside and outside corners, tie-ins with adjoining waterproofing, and other termination conditions.


A. Manufacturer's Project Acceptance Document: Certification by the manufacturer that its product(s) are approved, acceptable, suitable for use in specific locations, for specific details, and for applications indicated, specified, or required, and that a warranty will be issued.


C. Field Quality Control Reports: Written report of testing and inspection required by "Field Quality Control".

D. Qualification Data:


E. Warranty: Sample of warranty.

1. Provide manufacturer's written warranty covering materials and installation (labor) stating obligations, remedies, limitations and exclusions.


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2. Supervision: Installer shall maintain a competent supervisor at Project while the Work is in progress, and who has not less than 5 years of experience installing products and systems similar to scope of this Project.


B. Mock-Ups: Before beginning Work of this Section, install minimum 100 sf (9.3 sm) of waterproofing system using materials indicated for the completed Work; incorporating substrate construction, sealing at penetrations, and seaming to demonstrate installation of system. Acceptance of mock-ups does not constitute acceptance of deviations from the Contract Documents contained in mock-ups unless such deviations are specifically accepted by Architect in writing. Apply mock-ups to set quality standards for materials and execution.

1. Demonstrate surface preparation, crack, joint, and corner treatments. 2. If Architect determines mock-up does not comply with requirements, reconstruct

mock-ups until accepted. 3. Accepted mock-ups may become part of completed Work if undisturbed at time of

Substantial Completion.



1. Participants:

a. Architect. b. Contractor, including superintendent. c. Installer, including project manager and supervisor. d. If requested, Manufacturer’s qualified technical representative. e. Installers of other construction interfaced with Work.





manufacturer’s specifications.



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A. Deliver liquid materials to Project site in original packages with seals unbroken, labeled with manufacturer's name, product brand name and type, date of manufacture, and directions for storing and mixing with other components.

B. Store liquid materials in their original undamaged packages in a clean, dry, protected location and within temperature range required by waterproofing manufacturer.

C. Remove and replace liquid materials that cannot be applied within their stated shelf life.

D. Store rolls according to manufacturer's written instructions.

E. Protect stored materials from direct sunlight.


A. Environmental Limitations: Apply waterproofing within the range of ambient and substrate temperatures recommended by manufacturer. Do not apply waterproofing to a damp or wet substrate or during high humidity conditions including snow, rain, fog, or mist.

1.8 COORDINATION

A. Coordinate installation of products and systems with interfacing and adjoining construction to provide a successful installation without failure.

1.9 WARRANTY

A. Manufacturer’s Warranty: Furnish manufacturer’s written material and labor warranty signed by an authorized representative using manufacturer’s standard form agreeing to furnish materials and labor required to repair or replace work which exhibits material defects caused by manufacture or design and installation of product. “Defects” is defined to include but not limited to deterioration or failure to perform as required.

1. Include Work provided under Division 07 Section "Adhesive-Coated HDPE Waterproofing" in warranty.

2. Warranty Period: Manufacturer shall warrant the products to be free from material and labor Defects for a period of 10 years from date of Substantial Completion.

B. Installer’s Warranty: Furnish installer’s written workmanship warranty signed by an authorized representative using installer’s standard form agreeing to provide labor required to repair or replace work which exhibits workmanship defects. “Defects” is defined to include but not limited to deterioration or failure to perform as required.

1. Warranty Period: Installer shall warrant the installation to be free from workmanship Defects for a period of 2 years from date of Substantial Completion.


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PART 2 - PRODUCTS


A. Available Manufacturers and Products: Subject to compliance with requirements of Contract Documents as judged by the Architect, manufacturers offering products that may be incorporated into the Work include, but are not limited to, those listed.




A. General: Provide modified bituminous sheet waterproofing that prevents the passage of liquid water and complies with the following minimum physical requirements as demonstrated by testing performed by an independent testing agency of manufacturer's current waterproofing membrane formulations.

1. Tensile Strength: 250 psi (1.7 MPa) according to ASTM D 412, Die C, modified. 2. Ultimate Elongation: 300 percent minimum according to ASTM D 412, Die C, modified. 3. Low-Temperature Flexibility: Pass at minus 20 deg F (minus 29 deg C) according to

ASTM D 1970. 4. Crack Cycling: Unaffected after 100 cycles of 1/8 in (3 mm) movement according to

ASTM C 836. 5. Puncture Resistance: 40 lbf (180 N) minimum according to ASTM E 154. 6. Hydrostatic-Head Resistance: 150 ft (45 m) minimum according to ASTM D 5385. 7. Water Absorption: 0.15 percent weight-gain maximum after 48-hour immersion at 70 deg

F (21 deg C) according to ASTM D 570. 8. Vapor Permeance: 0.05 perms (2.9 ng/Pa x s x sq. m) according to ASTM E 96, Water

Method.

B. Material Compatibility: Provide waterproofing materials that are compatible with one another under conditions of service and application required, as demonstrated by manufacturer based on testing and field experience.

2.4 MODIFIED BITUMINOUS SHEET WATERPROOFING MATERIALS

A. Modified Bituminous Sheet Waterproofing: 60 mils (1.5 mm) thick, self-adhering sheet consisting of 56 mils (1.4 mm) of rubberized asphalt laminated to a 4 mils (0.10 mm) thick, polyethylene film with release liner on adhesive side.

1. Manufacturers and Products:

a. CETCO Building Materials Group; Envirosheet. b. Grace Construction Products; Bituthene 3000.

2.5 ACCESSORY MATERIALS

A. General: Furnish accessory materials recommended by waterproofing system manufacturer for intended use and compatible with waterproofing.

B. Primer: Liquid primer suitable for substrate provided by waterproofing manufacturer.


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C. Surface Conditioner: Liquid surface conditioner suitable for substrate provided by waterproofing manufacturer.

D. Liquid Membrane: Elastomeric, two-component liquid, cold fluid applied, trowel grade or low viscosity provided by waterproofing manufacturer.

E. Substrate Patching Membrane: Low-viscosity, two-component, asphalt-modified coating provided by waterproofing manufacturer.

F. Sheet Strips: Self-adhering, rubberized-asphalt sheet strips of same material and thickness as sheet waterproofing provided by waterproofing manufacturer.

G. Mastic and Adhesives: Liquid mastic and adhesives provided by waterproofing manufacturer.

H. Termination Bars: ASTM A 666, Type 304 formed stainless steel bars; 2 types, one flat and one flat with upper flange shaped to receive sealant, locations as indicated; 1 in by 1/8 in (25 mm by 3 mm) thick; predrilled at 8 in (200 mm) centers; with stainless steel fasteners. No aluminum or plastic bars allowed.

2.6 MOLDED-SHEET DRAINAGE PANELS

A. Molded-Sheet Drainage Panels; Vertical Applications:

1. Description: Pre-fabricated composite with drainage core faced with geotextile filter fabric on dimpled side (facing earth) and protective covering on flat side (facing waterproofing).

2. Protective Covering: Smooth polymeric film. 3. Drainage Core: Three-dimensional, non-biodegradable, molded polypropylene or

polystyrene.

a. Minimum Compressive Strength: 15,000 lbf/sf (718 kPa) according to ASTM D 1621.

b. Minimum In-Plane Flow Rate: 15 gpm/ft (188 L/min per m) of unit width at hydraulic gradient of 1.0 and compressive stress of 25 psig (172 kPa) according to ASTM D 4716.

4. Geotextile Filter Fabric: Non-woven needle-punched geotextile, manufactured for subsurface drainage, made from polypropylene, polyolefin, or polyester; complying with following properties according to AASHTO M 288:

a. Survivability: Class 2. b. Permittivity: 0.1 per second, minimum.

5. Manufacturers and Products:

a. American Hydrotech; Hydrodrain 420. b. American Wick Drain Corporation; AmeriDrain 520. c. Carlisle Coatings & Waterproofings; CCW MiraDRAIN 6200. d. Grace Construction Products; Hydroduct 220. e. Henry Company; DB 520. f. JDR Enterprises, Inc.; J-Drain 420. g. Polyguard Products, Inc.; Flow 15P h. Tremco Commercial Sealants & Waterproofing; TREMDrain 1000.


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B. Adhesive for Bonding Drainage Panels: Product compatible with drainage panels being bonded and with demonstrated capability to bond securely to substrates indicated without damaging substrates.

C. Miscellaneous Accessories: As required by manufacturer for complete installation assembly, including flanges around piping penetrations and expanded base and tie-in fittings as necessary to coordination with foundation drainage system.

PART 3 - EXECUTION

3.1 EXAMINATION




1. ASTM D 6135. 2. Respective manufacturer’s written installation instructions. 3. Accepted submittals. 4. Contract Documents.

3.3 PREPARATION

A. General: Comply with manufacturer’s instructions, recommendations and specifications for cleaning and surface preparation. Surfaces shall have no defects, contaminants, or errors which would result in poor or potentially defective installation or would cause latent defects in Work.

B. Excavation Dewatering: Verify that the waterproofing application area is dry and free of standing and uncontrolled water. Should the dewatering system fail at any time during application of waterproofing system, the materials shall be completely removed and work shall start over with new materials once the area is dry and free of water again.

C. Concrete Surfaces:

1. Verify concrete has cured and aged for minimum time period recommended by waterproofing manufacturer.

2. Verify that substrate is visibly dry and within the moisture limits recommended in writing by manufacturer. Test for capillary moisture by plastic sheet method according to ASTM D 4263.

3. Remove fins, ridges, mortar, and other projections. 4. Verify honeycomb voids, rock pockets, form tie holes, and other defects are filled by other

Division 03 Sections. 5. Remove dust and dirt from joints and cracks according to ASTM D 4258. 6. Remove debris, oily substances, mud, grease, oil, bitumen, form-release agents, paints,

curing compounds, penetrating contaminants or film-forming coatings from concrete, and similar substances.


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3.4 MODIFIED BITUMINOUS SHEET WATERPROOFING INSTALLATION

A. General Installation Performance Requirements: Install waterproofing system to prevent passage of liquid water under hydrostatic pressure.

B. Joint and Crack Treatment: Prepare, treat, rout, and fill joints and cracks in substrate.

C. Primer: Apply to substrates at required rate and allow to dry. Limit priming to areas that will be covered by waterproofing in same day. Reprime areas exposed for more than 24 hours.

D. Waterproofing Tie-Ins: Install waterproofing and accessories to tie into adjacent waterproofing to ensure watertight installation.

E. Termination and Penetration Treatment: Prepare vertical and horizontal surfaces at terminations and penetrations through waterproofing and at expansion joints, drains, and sleeves.

F. Waterproofing Application: Apply and firmly adhere sheets over area to receive waterproofing.

1. Accurately align sheets and maintain uniform 2-1/2 in (63 mm) minimum lap widths and end laps. Overlap and seal seams and stagger end laps to ensure watertight installation.

2. Treat inside and outside corners. Install sheet strips centered over vertical inside corners. Install 3/4 in (19 mm) fillets of liquid membrane on horizontal inside corners and as follows:

a. At footing-to-wall intersections, extend liquid membrane each direction from corner or install sheet strip centered over corner.

b. At deck-to-wall intersections, extend liquid membrane or sheet strips onto deck waterproofing and to finished height of sheet flashing.

3. Apply sheets firmly without wrinkles, buckles or kinks. 4. Apply sheets so that direction of flow of water is over and not against laps. 5. Apply sheet strips under waterproofing membrane at, but not limited to, following

locations:

a. Expansion joints. b. Discontinuous deck-to-wall and deck-to-deck joints. c. Under clamping ring at drains. d. Wall angles and corners. e. Substrate cracks. f. Penetrations. g. Isolation, construction and contraction joints. h. Where waterproofing membrane may be subject to unusual strain.

6. Apply liquid membrane fillet at interior corners under sheet strips. 7. If not indicated otherwise, terminate top edges of sheets under metal counterflashings or

with metal termination bars and sealants. 8. Apply mastic or liquid membrane to vertical and horizontal terminations. 9. Seal exposed edges of sheets at terminations not concealed by metal counterflashings or

metal termination bars and sealants.

G. Damaged Waterproofing: Repair waterproofing not complying with requirements and patch with sheet waterproofing patch extending 6 in (150 mm) beyond repaired areas in each direction, pressed or rolled in place, with edges sealed with mastic.


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1. Patch tears, voids, misaligned or inadequately lapped seams. 2. Slit fishmouths and blisters, overlap flaps, and patch.

3.5 MOLDED-SHEET DRAINAGE PANEL INSTALLATION

A. Installation: Place and secure molded-sheet drainage panels with adhesive, with geotextile filter fabric facing away from waterproofed surface. Lap edges and ends of geotextile filter fabric to maintain continuity. Protect installed drainage panels during subsequent construction.




B. Testing Agency: The Owner may employ and pay a qualified independent testing agency to perform field quality control. Materials and installation failing to meet specified requirements shall be replaced at Contractor's expense. Retesting of materials and installations failing to meet specified requirements shall be done at Contractor’s expense.

3.7 CLEANING AND PROTECTION

A. Protect waterproofing from damage and wear during remainder of construction period.

B. Clean spillage and soiling from adjacent construction using cleaning agents and procedures recommended by manufacturer of affected construction.

END OF SECTION


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SECTION 14 3100

ESCALATORS

PART 1 - GENERAL

1.1 SUMMARY

A. Work required for this section includes escalators and supplementary items necessary to complete their installation.

1.2 DELEGATED ENGINEERING REQUIREMENTS

A. Contract Documents Design Intent: Drawings and Specifications indicate design intent for products and systems and do not necessarily indicate or specify total Work required. Contract Documents shall not be construed as an engineered design; furnish and install all Work required for a complete installation.

B. Delegated Engineering Responsibility: Contractor shall employ a qualified professional engineer to provide engineering for products and systems including attachment to building structure required to meet design intent of Contract Documents.

1. Preparation of structural analysis data including engineering calculations, shop drawings and other submittals signed and sealed by the qualified professional engineer.

C. Delegated Engineering Professional Qualifications: Professional engineer legally authorized to practice in jurisdiction where Project is located and experienced in providing engineering services of kind indicated for products and systems similar to this Project and has a record of successful in-service performance.

D. Coordination of Work:

1. Product Variations: In the event of minor differences between products and systems of acceptable or available manufacturers, Contractor shall notify Architect of such differences and resolve conflicts in a timely manner. Failure of Contractor to provide notification shall be construed as acceptance of conditions indicated, and changes caused by minor differences between products and Contract Documents shall be included in the Work at no additional cost to Owner.

2. Allowable Adjustments: Minor dimension and profile adjustments may be made in interest of fabrication or erection methods or techniques or ability to satisfy design intent, provided design intent is maintained as determined by Architect. Proposed deviations shall include a detailed analysis of impact to adjacent substrates or other building systems, including related design or construction cost impacts. If accepted by Architect, deviations causing changes in materials, constructability, substrates, or conditions shall be included in the Work at no additional cost to Owner.


A. Product Data: Manufacturer's technical literature for each product and system indicated.

1. Include manufacturer's specifications for materials, finishes, construction details,

ESCALATORS

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installation instructions, and recommendations for maintenance. 2. Include capacities, sizes, performances, safety features, and similar information.

B. Shop Drawings: Show details of fabrication and installation, including plans, elevations, sections, details of components and attachments to other work. Distinguish between shop and field-assembled work.

1. Include plans, elevations, sections, and details indicating coordination with building structure and relationships with other construction.

2. Indicate maximum loads imposed on building structure at points of support, and power requirements.

3. Indicate access and ventilation for escalator machine space.

C. Samples for Initial Selection: For exposed materials involving color selection.

D. Samples for Verification: For exposed escalator finishes, 3 inch (75 mm) square Samples of sheet materials, and 4 inch (100 mm) lengths of running trim members.


A. Delegated Engineering Calculations: Informational submittal for products indicated to comply with design loads, include structural analysis data signed and sealed by the qualified professional engineer responsible for their preparation; test reports are not acceptable substitute for calculations.


C. Qualification Data:


D. Seismic Qualification Certificates: For escalator equipment, accessories, and components, from manufacturer.

1. Basis for Certification: Indicate whether withstand certification is based on actual test of assembled components or on calculation.

2. Dimensioned Outline Drawings of Equipment Unit: Identify center of gravity and locate and describe mounting and anchorage provisions.

3. Detailed description of equipment anchorage devices on which the certification is based and their installation requirements.

E. Manufacturer Certificates: Signed by manufacturer certifying that escalator layout and dimensions, as shown on Drawings, and electrical service, as shown and specified, are adequate for escalator system being provided.

F. Sample Warranty: For special warranty.

G. Inspection and Acceptance Certificates and Operating Permits: As required by authorities having jurisdiction for normal, unrestricted escalator use.

ESCALATORS

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1.5 CLOSEOUT SUBMITTALS

A. Operation and Maintenance Data: For escalators to include in emergency, operation, and maintenance manuals.

1. In addition to items specified in Division 01 Section "Operation and Maintenance Data," include diagnostic and repair information available to manufacturer's and Installer's maintenance personnel.




2. Supervision: Installer shall maintain a competent supervisor at Project while the Work is in progress, and who has not less than 5 years of experience installing products and systems similar to scope of this Project.




1. Participants:

a. Architect. b. Contractor, including superintendent. c. Installer, including project manager and supervisor. d. If requested, Manufacturer's qualified technical representative. e. Installers of other construction interfaced with Work.





manufacturer's specifications.



A. Deliver, store, and handle materials, components, and equipment in manufacturer's protective packaging. Store materials, components, and equipment off of ground, under cover, and in a dry location.

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1.9 COORDINATION

A. Coordinate installation of products and systems with interfacing and adjoining construction to provide a successful installation without failure

B. Coordinate installation of sleeves, block outs, escalator equipment with integral anchors, and other items that are embedded in concrete or masonry for escalator equipment. Furnish templates, sleeves, escalator equipment with integral anchors, and installation instructions and deliver to Project site in time for installation.

C. Coordinate locations and dimensions of other work relating to escalators including sumps and floor drains in pits; electrical service; and electrical outlets, lights, and switches in pits.

1.10 MAINTENANCE SERVICE

A. Initial Maintenance Service: Beginning at Substantial Completion, provide 12 months' full maintenance service by skilled employees of the Installer. Include monthly preventive maintenance, repair or replacement of worn or defective components, lubrication, cleaning, and adjusting as required for proper escalator operation at rated speed and capacity. Provide parts and supplies as used in the manufacture and installation of original equipment.

1. Perform maintenance, including emergency callback service, during normal working hours with two hour or less response time.

B. Continuing Maintenance Proposal: Provide a continuing maintenance proposal from Installer to Owner in the form of a standard yearly (or other period) maintenance agreement, starting on date initial maintenance service is concluded. State services, obligations, conditions, and terms for agreement period and for future renewal options.

PART 2 - PRODUCTS


A. Acceptable Manufacturers/Fabricators and Products: Subject to compliance with requirements of Contract Documents as judged by the Architect, provide product by one of manufacturers/fabricators listed. If not listed, submit as substitution according to the Conditions of the Contract and Division 01 Section "Substitution Procedures".

1. Fujitec America, Inc. 2. KONE Inc. 3. Otis Elevator Co. 4. Schindler Elevator Corp. 5. ThyssenKrupp Elevator




A. Regulatory Requirements: Comply with ASME A17.1/CSA B44.

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B. Braking Performance: Provide brakes that stop escalator in up-running mode at a rate no greater than 3 ft./s2 (0.91 m/s2).

C. Step/Skirt Performance Index: Not more than 0.15.

D. Seismic Performance: Escalators shall withstand the effects of earthquake motions determined according to ASCE/SEI 7.

1. Seismic Risk Zone: Comply with Code requirements for seismic risk zone indicated under "Building Summary" on Drawings.

E. Structural Performance of Balustrades, Deck Barricades, and Handrails: Provide components and assemblies capable of withstanding the effects of loads indicated in ASCE/SEI 7 for handrail assemblies and guardrail systems.

2.4 ESCALATORS

A. Escalators, General: Manufacturer's standard escalators complying with requirements. Unless otherwise indicated, manufacturer's standard components shall be used, as included in standard escalator systems and as required for complete system.

B. Design and equip escalators to run in either direction.

C. Provide escalators with two flat steps at top and bottom landings.

D. Rated Speed: 90 fpm (0.46 m/s).

2.5 COMPONENTS

A. Fabricate exposed metalwork, including deck covers, balustrade panels, and trim to provide surface flatness equivalent to stretcher-leveled standard of flatness and sufficient strength for indicated use; increase metal thickness or reinforce with concealed stiffeners, backing materials, or both, as necessary. Support joints with concealed stiffeners as needed to hold exposed faces of adjoining sheets in flush alignment.

B. Transparent Balustrades: Manufacturer's standard profile or arrangement of moving handrails on guide rail that is supported by tempered glass panels, with deck covers, skirts, trim, and accessories. Prepared for exterior finish below the deck covers; exterior finish specified in another Section.

C. Direction Indicator Lights: Provide red and green indicator lights at least 2 inches (50 mm) in diameter in both balustrade newels at both upper and lower landings. Green light indicates entrance end, and red light indicates exit end. When escalator is stopped, red lights are illuminated at both ends.

D. Guards at Ceiling Intersection: Clear plastic.

E. Handrails: Smooth, jointless, reinforced neoprene.

1. Color: Black Grey.

F. Deck Covers and Trim: Satin stainless steel.

G. Skirt Panels, if Applicable: Satin stainless steel.

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H. Skirt Deflector Devices: Manufacturer's standard brush-type device.

I. Steps: One-piece, die-cast aluminum with demarcation grooves at front and rear of tread surface.

1. Finish: Powder-coated, gray. 2. Step Demarcation: 1-1/2 to 2 inch (38 to 50 mm) wide yellow stripe at sides and backs

of step treads. 3. Nosing Demarcation: 2 inch (50 mm) wide yellow stripe at nosings of step treads.

J. Combs: Integrally colored structural plastic.

1. Comb Color: Yellow.

K. Combplate Lights: Provide recessed light fixtures with flush lenses mounted in skirt panels at each side of combplates, designed to illuminate combplate steps.

L. Floor Plates: Stainless steel with grooved or patterned surface aluminum plain ribbed.

1. Exterior Applications and Near Building Entrances: Include abrasive material embedded in or metallically bonded to floor-plate surface].

2.6 FEATURES

A. Operational Control: Provide key-operated starter switches and key-operated switches for directional control located on exterior deck above newel base at both upper and lower landings of escalators.

B. Fault Indicator: Provide escalators with a microprocessor unit that monitors safety devices, motor temperature, and escalator speed and records in nonvolatile memory the date, time, and device identification if a safety device is activated or escalator malfunctions.

1. Provide built-in or plug-in unit to display recorded information.

C. Reduced-Current Starting: Provide escalator motors with wye-delta or solid-state starting.

D. Energy-Saving Feature: Provide escalator motors and controls designed for motors running on partial windings (at reduced power) when not under full load.

E. Brake-Saving Feature: Provide stopping mechanism that allows escalator to coast to a stop before applying brakes, unless stopping is initiated by a safety device.

F. Equip step drive mechanism with automatic step-chain lubricators.

G. Oil Drip Pan: Provide metal pan under full width and length of escalator to collect and hold oil and grease drippings from lubricated components. Design and fabricate drip pan to sustain a load of 250 lbf (1.1 kN) on a 1.0 sq. ft. (0.9 sq. m) area at any location without permanent deflection.

H. Overspeed Governor: Provide units with overspeed governor that is activated if speed of steps exceeds rated speed by more than 20 percent.

I. Upper-Landing, Step Upthrust Device: Activated if a step is displaced against upthrust track at upper curve in passenger-carrying line of track system.

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J. Comb-Step Impact Device: Activated if a horizontal force in direction of travel is applied exceeding 400 lbf (1780 N) at either side or exceeding 800 lbf (3560 N) at center of front edge of combplate, or a resultant force in upward direction is applied exceeding 150 lbf (688 N) at center of front edge of combplate.

K. Lighting System: Manufactures optional balustrade LED lighting system. (color temp to match handrail 2700 Kelvin).

2.7 MATERIALS

A. Stainless Steel: ASTM A 240/A 240M, Type 304, except use Type 316 for exterior escalators.

1. Satin Finish: No. 4 directional satin.

B. Clear Tempered Glass: ASTM C 1048, Condition A (uncoated surfaces), Type 1 (transparent glass, flat), Class 1 (clear), Quality q3 (glazing, select), Kind FT (fully tempered), 12 mm thick.

PART 3 - EXECUTION

3.1 EXAMINATION




1. Respective manufacturer/fabricator’s written installation instructions. 2. Accepted submittals. 3. Contract Documents.

3.3 PREPARATION

A. General: Comply with manufacturer’s instructions, recommendations, and specifications for cleaning and surface preparation. Surfaces shall have no defects, contaminants, or errors which would result in poor or potentially defective installation or would cause latent defects in Work.

3.4 INSTALLATION, ESCALATORS

A. Set escalators true to line and level, properly supported, and anchored to building structure. Use established benchmarks, lines, and levels to ensure dimensional coordination of the Work.

B. Adjust installed components for smooth, efficient operation, complying with required tolerances and free of hazardous conditions. Lubricate operating parts, including bearings, tracks, chains, guides, and hardware. Test operating devices, equipment, signals, controls, and safety devices. Install oil drip pans and verify that no oil drips outside of pans.

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C. Repair damaged finishes so no evidence remains of correction work. Return items that cannot be refinished in the field to the shop, make required repairs and refinish entire unit, or provide new units as required.




B. Acceptance Testing: On completion of escalator installation and before permitting escalator use, perform acceptance tests as required and recommended by ASME A17.1/CSA B44 and by authorities having jurisdiction.

1. For escalators specified to comply with requirements more stringent than those of ASME A17.1/CSA B44, perform tests for compliance with specified requirements. Test safety devices that are not required by ASME A17.1/CSA B44 as well as those that are.

C. Advise Owner, Architect, and authorities having jurisdiction in advance of dates and times that tests are to be performed.

3.6 DEMONSTRATION

A. Engage a factory-authorized service representative to train Owner's maintenance personnel to operate, adjust, and maintain escalators.

B. Check operation of escalators with Owner's personnel present before date of Substantial Completion and again not more than one month before end of warranty period. Determine that operation systems and devices are functioning properly.

END OF SECTION