TO THE DRAWINGS AND THE PROJECT MANUAL L L W .T … · TO THE DRAWINGS AND THE PROJECT MANUAL...

NO. 3

TO THE DRAWINGS AND THE PROJECT MANUAL

PROJECT NAME: Cannon Elementary School Replacement

CLIENT NAME: Grapevine Colleyville ISD

LOCATION: Grapevine, Texas

PROJECT NUMBER: 1710-03-01

PROPOSAL DATE: Tuesday, May 16, 2017 at 2:00 P.M.

ADDENDUM DATE: May 10, 2017

For additional information regarding this project, contact Lowell Taylor at 800.687.1229.

THIS ADDENDUM INCLUDES:

Structural Items 1 Page

Architectural Items 2 Pages

Electrical Items 1 Page

AND ALL ATTACHED REVISED DRAWING REFERENCES IN THE ADDENDUM

05/11/2017

LO

WELL W. TAYLO

R

20434

Project Name: Cannon Elementary School Replacement Client: Grapevine Colleyville ISD Grapevine, Texas Project Number: 1710-03-01

Structural Items For Addendum No. 3

Page 1 of 1

STRUCTURAL ITEMS FOR ADDENDUM NO. 3 NOTICE TO PROPOSERS:

A. This Addendum shall be considered part of the contract documents for the above-mentioned project as though it had been issued at the same time and incorporated integrally therewith. Where provisions of the following supplementary data differ from those of the original contract documents, this Addendum shall govern and take precedence.

B. Proposers are hereby notified that they shall make any necessary adjustments in their estimate on account of this Addendum. It will be construed that each Proposer’s proposal is submitted with full knowledge of all modifications and supplemental data specified therein. Acknowledge receipt of this addendum in the space provided on the proposal form. Failure to do so may subject Proposer to disqualification.

REFERENCE IS MADE TO THE DRAWINGS AND THE PROJECT MANUAL AS NOTED: DRAWINGS: AD No 2, Struct Item 1: To the Drawings, Sheet AS2.2, “MISC SITE AND GATE DETAILS,”

1. For clarification, on detail 12/AS2.2, the new concrete footing shall have a 2’-6” x 6” tall stem with a 12” thick by 4’-6” wide footing. The stem shall be centered on the footing. The footing shall be reinforced with #5 bars top and bottom at 8” OC. The stem shall be reinforced with #4 ties at 8” OC (a minimum of 3 ties). The stem shall be reinforced with (3) - #5 bars cont top and bottom. The cont #5 bars shall be drill and epoxied into the existing footing with Hilti HY 200 with an embedment depth of 12 ½”. The ties shall extend from the top of the stem to the bottom of the footing, encompassing all cont #5 bars. The footing shall bear on native, undisturbed soil.

2. The contractor shall excavate around the existing footing to verify all dimensions (e.g. depth of footing, width of footing, etc.) and verify that the existing foundation is soil supported. The contractor shall be responsible for shoring of the existing marquee sign during excavation and construction. If the contractor finds that the existing foundation is not soil supported or the depth of the existing footing is less than the proposed depth of the new footing, the contractor shall submit an RFI requesting further direction before placing concrete.

3. For clarification, the HSS4x4 posts shown in 14/AS2.2 and 16/AS2.2 shall be HSS 4x4x1/4. The HSS 4x4 beams shown in 16/AS2.2 shall be HSS4x4x1/4. Connect the HSS 4x4x1/4 posts to the foundation with a 0’-10” x 10” x 3/8” embed plate with (4) ½” diameter nelson studs with 4” embedment into the concrete. All steel connections not detailed in these sections shall be welded all around with a 3/16 fillet weld or 3/16 flare bevel weld.

END OF STRUCTURAL ADDENDUM

5/11/2017 F-1252

Project Name: Cannon Elementary School Replacement

Client: Grapevine Colleyville ISD

Grapevine, Texas

Project Number: 1710-03-01

Architectural Items For

Addendum No. 3

Page 1 of 2

ARCHITECTURAL ITEMS FOR ADDENDUM NO. 3 NOTICE TO PROPOSERS:

A. This Addendum shall be considered part of the contract documents for the above-mentioned project as though it had

been issued at the same time and incorporated integrally therewith. Where provisions of the following supplementary

data differ from those of the original contract documents, this Addendum shall govern and take precedence.

B. Proposers are hereby notified that they shall make any necessary adjustments in their estimate on account of this

Addendum. It will be construed that each Proposer’s proposal is submitted with full knowledge of all modifications and

supplemental data specified therein. Acknowledge receipt of this addendum in the space provided on the proposal

form. Failure to do so may subject Proposer to disqualification.

REFERENCE IS MADE TO THE DRAWINGS AND THE PROJECT MANUAL AS NOTED:

PROJECT MANUAL:

AD No 3, Arch. Item 1: To the Project Manual, Sections as listed below, Part 2 – Products;

Products listed herein are considered acceptable for conformance with the design concept of the project and general

compliance with the information given in the contract documents. The manufacturer, supplier and installer are responsible for

meeting all requirements given in the contract documents unless specifically noted in the written approval.

1) To Addendum #2 Revise Item 1, Line Item 1 to read as follows:

To Section 07 2200, “ROOF AND DECK INSULATION,”

To paragraph 2.02, A; add the following as an acceptable manufacturer:

a. Model Densdeck Prime Roof Board as manufactured by Georgia-Pacific Gypsum LLC, 133 Peachtree Street,

Atlanta, Georgia 30303, 1800-225-6119, www.densdeck.com

AD No 3, Arch. Item 2: To the Project Manual, Section 09 5100, “ACOUSTICAL CEILINGS,”

To paragraph 2.03, subparagraph A., add item 4.

4. TYPE VI – Acoustical “Absorptive” Ceiling, Vinyl covered fiberglass.

a. Armstrong, Optima Open Plan

b. Certainteed – Symphony F

c. USG, Halcyon, ClimaPlus

d. Physical Characteristics:

1) Type: XII

2) Form: I

3) Surface Pattern: Medium Texture, Square Edge

4) Size, Nominal: 24” x 24” x 1½” lay-in

5) Edge Detail: Square

6) Color: White (Standard)

e. Performance Criteria:

1) Noise Reduction Coefficient (NRC): 0.95 or more, ASTM C423.

2) Ceiling Attenuation Class (CAC): 24, pursuant to ASTM E 1414 / ASTM E413.

3) Minimum Light Reflectance Coefficient (LR): 0.84 or more, ASTM E1477.

05/11/2017

LO

WELL W. TAYLO

R20434

Project Name: Cannon Elementary School Replacement

Client: Grapevine Colleyville ISD

Grapevine, Texas

Project Number: 1710-03-01

Architectural Items For

Addendum No. 3

Page 2 of 2

DRAWINGS:

AD No 3, Arch. Item 3: To the Drawings, Sheet AS1.1, “ARCHITECTURAL SITE PLAN,”

Replace in its entirety with attached sheet AS1.1, herein issued as part of this addendum.

AD No 3, Arch. Item 4: To the Drawings, Sheets AS2.2, “MISC SITE AND GATE DETAILS,”

Replace in its entirety with attached sheet AS2.2, herein issued as part of this addendum.

END OF ARCHITECTURAL ADDENDUM

SIGN

SIGN

SIGN

HCHCHCHCHC

BASKETBALL COURTREF. CIVIL /LANDSCAPE

BUS DROPOFF/ PICK

UP

PARENT DROP OFF / PICK UP

PRE-MANUF., PRE-FIN. MTL.

SUNSHADE

A NEW ELEMENTARY SCHOOL

ARCHITECTURAL FF: 100'-0"CIVIL FF: 634.00

PRE-MANUF., PRE-FIN.MTL. SUNSHADE

PRE-MANUF.,PRE-FIN. MTL.

SUNSHADE

PRE-MANUF., PRE-FIN. MTL. CANOPY

PRE-MANUF.,PRE-FIN. MTL.CANOPY

SERVICE DROPOFF / PICK UP

CONC. SIDEWALK -REF. LANDSCAPE

LOADING DOCK -REF. CIVIL

FIRE LANE & STRIPING


HC CURB RAMP


CHELSEA STREET

WEST COLLEGE STREET

PE

BB

LEB

RO

OK

DR

IVE

DR

EX

EL

DR

IVE

CONTRACTOR TO PROVIDE NEWRUBBERIZED SURFACE ATPLAYGROUNDS OVER CONCRETEPAD. CONTRACTOR TOCOORDINATE SURFACING COLORAND PATTERN WITH OWNER.

CONC. SIDEWALK -REF. LANDSCAPE

SIDEWALK - REF.LANDSCAPE

OUTDOORPLAZA - REF.LANDSCAPE

EXISTING MARQUEE SIGN - TOREMAIN. CONTRACTOR TOINSTALL NEW MASONRY BASE.REFERENCE AS2.2 FOR DETAILS.

AS2.3

5 Sim

AS2.3

1 Sim

AS2.1

1

NEW SOCCERGOAL POST

NEW SOCCER GOAL POST

AMPHITHEATRE, REFCIVIL / LANDSCAPE

DECORATIVE MTLFENCE, REF 12/AS2.2

DECORATIVE MTLFENCE, REF 12/AS2.2

PRE-MANUF., PRE-FIN.ENTRY GARDENSUNSHADE, REF 4/AS2.4(ALTERNATE)

H.C. PARKING - REF. CIVIL

OUTDOOR PLAZA -REF. LANDSCAPE

OUTDOOR GARDEN -REF. LANDSCAPE

4' WIDE DECORATIVE MTL.GATE AS DET. ON AS2.2



TRANSFORMER & PAD -REF. ELEC & CIVIL

H.C. PARKING -REF. CIVIL

PRE-MANUF., PRE-FIN. METALCANOPY


GREASE TRAP -REF. PLUMBING

PROPERTY LINE

PROPERTY LINE

(2) 4' WIDE DECORATIVEMTL. GATES AS DET. ONAS2.2 BOOSTER PUMP FOR

IRRIGATION - REF.LANDSCAPE & MEP

FLAGPOLE - REF. AS2SHTS FOR DTLS.

BIKE RACKS (TYP. OF 3) -REF. LANDSCAPE

2

GENERAL SITE NOTES

1) ALL SITE INFORMATION INCLUDING, BUT NOT LIMITED TO,PROPERTY LINES, METES & BOUNDS, CONTOURS, EXISTINGBUILDINGS, EASEMENTS, TREES, WALKS, DRIVES, FENCES, ETC.,TAKEN FROM SURVEY BY:

PACHECO KOCH6100 WESTERN PLACE, SUITE 1001FORT WORTH, TX 76107PHONE (817) 412-7155

2) HUCKABEE AND ASSOCIATES, INC. ALONG WITH THEIRCONSULTANTS HAVE LOCATED, SHOWN , AND NOTED EXISTINGSITE FEATURES INCLUDING BUT NOT LIMITED TO PROPERTYLINES, METES AND BOUNDS, GRADE CONTOURS, EXISTINGSTRUCTURES, EASEMENTS, TREES, FENCES, ROADWAYS,OVERHEAD AND UNDERGROUND UTILITIES, AND OTHEREXISTING FEATURES TO THE BEST OF OUR ABILITY BASED UPONOWNER PROVIDED SURVEYS, EXISTING CONSTRUCTIONDOCUMENTS AND OTHER EXISTING DATA COLLECTION INREGARDS TO THE SPECIFIED SITE. HUCKABEE ANDASSOCIATES, INC. NOR THEIR CONSULTANTS SHALL ASSUMEANY RESPONSIBILITY OR LIABILITIES IN REGARD TO THEACCURACY OF THE ABOVE MENTIONED OWNER PROVIDED DATA.

3) IF THE CONTRACTOR FINDS ANY DISCREPANCY BETWEENEXISTING CONDITIONS AND THOSE WHICH ARE SHOWN ON THEPLANS, HE SHALL IMMEDIATELY CONTACT THE ARCHITECT.

4) THE CONTRACTOR SHALL MAKE ARRANGEMENTS WITH ALLUTILITY ENTITIES TO LOCATE AND MARK ALL UNDERGROUNDUTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALLREPAIR ANY DAMAGED UTILITY ENCOUNTERED DURINGCONSTRUCTION AT THEIR COST.

5) THE CONTRACTOR SHALL VISIT THE SITE AND BECOMEFAMILIAR WITH ALL EXISTING CONDITIONS.

6) REF. SHEET AS2.1 THROUGH AS2.6 FOR DETAILS AND OTHERSITE IMPROVEMENT DETAILS.

7) FINISH GRADE AT PERIMETER OF THE BUILDING SHALL BE ASSHOWN ON SITE GRADING PLAN. REF. CIVIL DRAWINGS. SITEGRADES SHALL SLOPE UNIFORMLY AWAY FROM THE BUILDINGAND INTERSECT WITH ELEVATIONS SHOWN.

8) REF. CIVIL DRAWINGS FOR ALL SITE DIMENSIONS

9) MAKE ALL SLOPES OF WALKS AND DRIVES COMPLY WITHFINISH ELEVATION SHOWN ON CIVIL DRAWINGS. THE LINE OFSLOPE SHALL FORM STRAIGHT LINES BETWEEN FINISHELEVATIONS WHEN POSSIBLE AND GRADING CONTOURS WHENSTRAIGHT LINES ARE NOT POSSIBLE. VERIFY ALL ELEVATIONSAND DIMENSIONS WITH ARCHITECT ON JOB. REF. CIVIL.

10) ALL WALKS AND PLAZAS SHALL BE REINFORCED CONCRETE- REF. CIVIL FOR DETAILS. PROVIDE 1/2" EXPANSION JOINT ASSHOWN BY CIVIL OR AT 25'-0" O.C. MAX. AND AT ALL INSIDECORNERS. PROVIDE TOOLED CONTROL JOINTS AT 5'-0" O.C.B.W.MAX OR AS SHOWN. SEE CIVIL FOR TYPICAL WALK AND JOINTDETAILS.

11) PROVIDE 1/2" EXPANSION JOINT ALONG BUILDINGFOUNDATION OR BRICK WHERE CONCRETE WALK IS PRESENT.REF. CIVIL DRAWINGS FOR TYPICAL DETAIL.

12) PROVIDE 1/2" EXPANSION JOINT ALONG BACK OF CONCRETECURB WHERE WALK IS PRESENT. REF. CIVIL DRAWINGS FORCURB DETAILS

13) CONTRACTOR SHALL REMOVE ALL EXISTING OBSTRUCTIONSTO NEW CONSTRUCTION, PAVING, WALKS, AND ALL OTHER SITEIMPROVEMENTS INCLUDING BUT NOT LIMITED TO EXISTINGTREES, FENCES, CONCRETE, ROCKS, DEBRIS, POSTS,VEGETATION, UTILITIES (AS NOTED), AND OTHER ITEMS ASNOTED FOR CONSTRUCTION.

14) REF. ELECTRICAL DRAWINGS FOR OUTDOOR LIGHTINGREQUIREMENTS.

15) REF. CIVIL DRAWINGS FOR SITE GRADING PLAN, SITE UTILITYPLAN (INCLUDING FIRE HYDRANT LOCATIONS), EROSIONCONTROL PLANS, AND CURB AND PAVING REQUIREMENTS ANDDETAILS.

16) REF. CIVIL SHEETS FOR SITE GRADING CONTOURS.CONTRACTOR SHALL MAKE ALL CUTS AND FILLS REQUIRED TOACCOMPLISH ALL WORK SHOWN. GRADE SITE TO TOLERANCESSPECIFIED.

17) REF. CIVIL DRAWINGS FOR THICKNESSES AND LOCATIONS OFALL TYPES OF PAVING.

18) FIRE LANE STRIPING SHALL COMPLY WITH CITY OFGRAPEVINE REQUIREMENTS AND NFPA.

19) REFER TO SPECIFICATIONS / PROJECT MANUAL FORADDITIONAL INFORMATION AND REQUIREMENTS.

SITE INFORMATION

1) OWNER INFORMATION

A. NAME : GRAPEVINE - COLLEYVILLE I.S.D.B. ADDRESS: 3051 IRA E. WOODS AVE., GRAPEVINE, TX 76051

2) PROPERTY INFORMATIONA. NAME: A REPLACEMENT ELEMENTARY SCHOOLB: ADDRESS: 1300 W COLLEGE ST., GRAPEVINE, TX 76051

PROPERTY DESCRIPTION

PARKING REQUIREMENTS

AS OBTAINED FROM CITY ORDINANCE, LAND DEVELOPMENTCODE, SECTION 56, THE REQUIRED NUMBER OF OFF STREETPARKING SPACES IS DETERMINED AS FOLLOWS:

1 SPACE PER 20 STUDENTS

1. EXISTING SPACES TO BE REMOVED97 SPACES 6 HANDICAP SPACES103 TOTAL EXISTING SPACES

2. TOTAL NEW SPACES125 SPACES 5 HANDICAP SPACES130 TOTAL SPACES

3. REQUIRED SPACES38 SPACES2 HANDICAP SPACES40 TOTAL SPACES

Sheet No.Job. No.

Drawn By:

Date:

Pro

ject

:

Copyright © 2017, Huckabee & Associates, Inc.

VOLUME

C:\

Use

rs\e

evan

s\E

E lo

cals

- r

evit

\171

0-03

-01

Can

no

n E

S R

epla

cem

ent_

AR

CH

_v16

_eev

ans.

rvt

KS

AS1.1

ARCHITECTURAL SITE

PLAN

04/26/17

1710-03-01

CA

NN

ON

ELE

ME

NTA

RY

RE

PLA

CE

ME

NT

FOR

GR

AP

EV

INE

-CO

LLE

YV

ILLE

ISD

1300

W. C

OLL

EG

E D

R.

GR

AP

EV

INE

, TE

XA

S 7

6051

AS1.1 1" = 40'-0"

1 SITE PLANN

TRUE

Rev

isio

n /

Dat

e

25

/11/1

7A

DD

EN

DU

M 3

05/11/2017

LO

WELL W. TAYLO

R

20434

4' - 0

"

FOR GATE SIZE

REF. SITE PLAN WELDED HINGES3 REQ'D MIN

DECORATIVE MTLFENCE, PAINT

HEAVY DUTY SQTUBE HINGE POST

4"

CONC FOOTINGPER MANUF.

CONC. MOWSTRIP - REF.LANDSCAPE

GATE LATCH,REF. /5 AS2.2

1/2" MIN.

CORE CONC (INSERTSNOT PERMITTED) &PROVIDE EPOXY(MOUNDING UP) ALLAROUND & UNDER EAVERT PIPE

1-1/2" STAINLESS STEELPIPE CONT, OMIT HANDRAILWHERE NOT REQ'D.

VERT PIPE STANDARDS@ 4'-0" O.C. MAX

NOTE:PROVIDE GUARDRAIL IF GRADEDIFFERENTAL IS 18" OR MORE. FINALL METAL SURFACES TO CODE100 @ EXTERIOR, HAND ORGUARDRAIL.

6" M

IN2'

- 10"

5"1'

- 0"

6"

1/2" MIN.

6" M

IN4'

- 0"

5"

6"

HANDRAIL GUARDRAIL

PIPE 2" STAINLESS STLT&B, REF ELEV, GRINDALL JOINTS SMOOTH FINTO CODE 100 OR 104

PIPE 3/4" STAINLESS STLPICKETS @ 4 3/4" O.C., REFELEV'S

2' - 1

0"

1 1/2"

4'-0" MAX1'-0"

1/2 TREAD DEPTH

RUBBER TREADS AND RISERS U.N.O. -(INTERIOR). AT EXTERIOR, PROVIDEMETAL STAIR NOSING INSTALLATIONSHALL BE AS PER MANUF.

RE

FS

EC

. 01

4100

FO

RH

EIG

HT

RE

FS

EC

. 01

4100

FO

RH

EIG

HT

FIN. FLOOR

1-1/2" STAINLESS STEEL PIPE HANDRAILAS DET.

/2

AS

2.2

1/2 TREAD WIDTH

1' - 0"

1-1/2" STAINLESS STEEL. PIPESTANDARD (4'-0" O.C. MAX)

SIDE ELEVATIONFRONT ELEVATION

NOTE:1) CONTRACTOR TO INSTALL ONE SIGN AS LOCATED BY ARCHITECT- REF SITE PLAN, VERIFY LOCATION W/ OWNER PRIOR TOPLACEMENT2) REFER TO SPECIFICATIONS FOR SIGN ALLOWANCE

FIN. GRADE

CONCRETE

10"10"10"

6"4'

- 0".

2' - 4

".4'

- 0"

6' - 0"

FIN. FLR.

HANDRAIL BEYOND ATSTAIR/RAMP LOCATIONS - REF.TYP. DETAILS THIS SHT

3/4" STAINLESS STEEL PIPE @ 4-3/4" O.C. - GRIND ALLWELDS SMOOTH AND PREPARE SURFACE AS REQ'D FORFIN. CODE 104 INTERIOR AND CODE 100 FOR EXTERIOR.

2" STAINLESS STEEL PIPE - GRIND ALL WELDS SMOOTH AND PREPARESURFACE AS REQ'D FOR FIN CODE 104 INTERIOR AND 100EXTERIOR.

(OPTION 1)

5"

2' - 1

0" U

.N.O

.

4' - 0

" U.

N.O

.

STANDARDS @ 4'-0" O.C. MAX

/2

AS

2.2

STANDARDS @ 3'-6" O.C. (MAX) TYP.

SLOPE 1:12 MAX.FIN. FLR.

NOTE: PROVIDENON-SLIPFLOORING ORSURFACE AT ALLRAMPS.

1-1/2" STD. STL. PIPE EDGE PROTECTION - OCCURS ONLYAT RAMPS & RAMP LANDINGS WITH DROP-OFFS GREATER THAN1/2" - GRIND ALL WELDS SMOOTH AND PREPARE SURFACE ASREQ'D FOR FIN CODE 100 FOR EXTERIOR AND 104 INTERIOR1-1/2" STAINLESS STEEL PIPE

HANDRAIL AS DET.

/2

AS

2.2

2' - 1

0"

2' - 1

0"

1' - 0" REF FLOOR PLAN FOR RAMP LENGTH 1' - 0"

5"

5"

RUBBER TREADS ANDRISERS U.N.O. - (INTERIOR).AT EXTERIOR, PROVIDEMETAL STAIR NOSING ASSPECIFIED. INSTALLATIONSHALL BE AS PER MANUF. SPEC.

1-1/2" STD. STL. PIPEWALL RETURN TYP. EA. END- REF. TYP. DETAIL THISSHT

FIN. FLOOR

1-1/2" STAINLESS STEEL PIPE HANDRAIL AS DET.

WALL MOUNTS

4'-0" O.C. MAX.

/10

AS

2.2

2' - 1

0"

1' - 0"

1' - 0"

2' - 1

0"

R1"R1"

5/8" HOLE

4"x4" STL. TUBING

CAP EACH END ANDCONT WELD GRIND

SMOOTH

1/4" STL. PLATE

1/2" ROD W/ BEVELED ENDEXTENDED THROUGH GATE RAILADN FILLET WELD GRIND SMOOTH.NO ROD SHALL EXTEND PASTBACK SIDE OF GATE RAIL.

1 1/

2"

1" 1" 1/2"

2"

5/8" 2"

LINE OF WALL - REF. FLOOR PLANFOR CONSTRUCTION TYPE.

ATTACH TO WALL PERMANUF. REQUIREMENTS.

1-1/2" STAINLESS STEELPIPE WALL RETURN .

1-1/2" STAINLESS STEELPIPE HANDRAIL

/9

AS

2.2

2 1/

2"

C L

RE

F S

PE

C S

EC

REINF. WALL AS REQ'D. TOPROPERLY SUPPORT HANDRAIL-PROVIDE BLOCKING @ DRYWALLAND GROUT CELLS @ MASONRYWALLS.

WALL BRACKETS @ 4'-0" O.C. FIN.TO CODE 104.

HANDRAIL SHALL BE 1-1/2" DIA.STAINLESS STEEL PIPE

WALL- REF. FLOOR PLANFOR CONSTRUCTION TYPE.

0141

00 F

OR

HE

IGH

T

1 1/2"

FILL W/ DRY SANDAND TAMP.

16 GA. STL.CORRUGATEDSLEEVE (GALV.)

3000 PSI CONCRETE

METAL WEDGES

1/2" STL. PLATE

3/4" LIGHTINGARRESTER SPIKE

3/8" STL. PLATE -WELD TO SPIKE

HARDWOOD WEDGES

WATERPROOF CEMENT

FLASH COLLAR

FLAGPOLE

TRUCK, BALL, HALYARD,9" CLEAT SS

CONC WALK -REF TYP. DET.

THIS SHT.

2" SAND CUSHION

CONT SEALANT

3- #3 HOOPSW/ 12" LAP

10"

2' - 6"

1' - 6

"6"

3' - 0

"

2' - 0"

1' - 4"

8"

FACE BRICK OVER CONT.WEATHER BARRIER

5/8" EXT. GRADESHEATHING

4X4 HSS - REF. STRUCT.

6" C.F.M.F. MTL.STUDS @ 1'-4"O.C. MAX.

GRADE PER CIVIL

ROWLOCK FACE BRICK

EXISTING MARQUEESIGN TO REMAIN

MORTAR WASH CAPCROWN 1/2" IN CENTER

MAS. TIES @16" O.C.E.W.

2 1/4" 2' - 1 1/2" 2 1/4"

WEEP @ 2'-0" O.C.SELF-ADHESIVEFLASHING

3' -

11 1

/4"

1 3/

4"5"

V.I.

F.

2' -

0"2"

V.I.

F.

1' -

10 1

/2"

EMBED PLATE -REF. STRUCT.

NEW CONC. FOOTING- REF. STRUCT.

4X4 HSS (BEYOND)REF. STRUCT.

FACE BRICK



6" C.F.M.F. MTL. STUDS@ 1'-4" O.C. MAX.



MAS. TIES @ 16"O.C.E.W.

CONT. WEATHERBARRIER

SLOPE SLOPE

3/4"

WEEP @ 4'-0" O.C.

SELF-ADHESIVEFLASHING

4" ROWLOCK FACEBRICK OVER BUILT-UPGROUT BED

1 LAYER OF WATERPROOFROOF MEMBRANE OVER AND

DOWN EA SIDE OF (2) LAYERSOF 3/4" EXT. GRADE

PLYWOOD SHEATHING

BUILD-UP MORTARTO CREATE POSITIVEDRAINAGE

3 5/8" MTL. STUDBRACING AT 16" O.C.

EXPOXY GROUT(TOP ONLY)

4X4 HSS - (BEYOND)

2' - 1 1/2"

6" 5/8" 1/2" 3 5/8"

9' -

0"

2 1/4" 2' - 1 1/2" 2 1/4"

STEM OF NEWCONCRETE FOOTING -REF. STRUCTURE

FACE BRICK

6" C.F.M.F. STUDS AT1'-4" O.C. MAX

9' -

2 1/

2"

5/8" EXT. GRADE SHEATHING

EXISTING MARQUEE SIGNSTRUCTURE TO REMAIN -CONTRACTOR TO PROTECTSIGN DURING CONSTRUCTION -VERIFY ALL ALL DIMENSIONSPRIOR TO CONSTRUCTION

2"4

1/4"

VER

IFY

ALL

DIM

ENSI

ON

S

3' -

10"

4 1/

4"2"

8 1/

2"

1' - 2"

5"

5"

2' - 6"

2' -

2"4'

- 10

1/2

"2'

- 2"

9' -

2 1/

2"

EXISTING CONC. PAD,BASE PLATE & SIGNSTRUCTURE TOREMAIN

NEW CONC. FOOTING -REFERENCE STRUCT.

4 3/4" 8"

/15 AS2.2

NEW HSS POST ANDEMBED PLATE PLATEINTO FOUNDATION - REF.STRUCT. (TYP. 4 TIMES)

REFER TO STRUCTURALADDENDUM 3 FORADDITIONAL INFORMATION.

FACE BRICK(BRK02 S)

ROWLOCKCOURSE

(BRK02 S)


EXISTING EL.

EJ

EJ

3' - 7

"3

5/8"

3' - 1

1 1/

4"1

3/4"

/15

AS

2.2

/16

AS

2.2

(VERIFY IN FIELD)

/13 AS2.2

VER

IFY

IN F

IELD

FACE BRICK



6" C.F.M.F. MTL.STUDS @ 1'-4"O.C. MAX.



MAS. TIES @ 16"O.C.E.W.

CONT. WEATHERBARRIER

SLOPE SLOPE

3/4"

WEEP @ 4'-0" O.C.

SELF-ADHESIVEFLASHING

4" ROWLOCK FACEBRICK OVER BUILT-UPGROUT BED

1 LAYER OF WATERPROOFROOF MEMBRANE OVER AND

DOWN EA SIDE OF (2) LAYERSOF 3/4" EXT. GRADE

PLYWOOD SHEATHING

BUILD-UP MORTARTO CREATE POSITIVEDRAINAGE

3 5/8" MTL. STUDBRACING AT 16" O.C.

SELF- ADH FLASHING ADHEREDOVER GROUT & UP EXIST.

MARQUEE MTL. PLATE

EXPOXY GROUT(TOP ONLY)

8 5/8" 1/2" 3 5/8"

3/8" BACKER-ROD ANDSEALANT AT ALL EDGES


2' - 1 1/2"

Sheet No.Job. No.

Drawn By:

Date:

Pro

ject

:


VOLUME

C:\

Use

rs\w

med

ran

o\D

ocu

men

ts\1

710-

03-0

1 C

ann

on

ES

Rep

lace

men

t_A

RC

H_v

16_w

med

ran

o.r

vt

JH

AS2.2

MISC SITE AND GATE

DETAILS

04/26/17

1710-03-01

CA

NN

ON

ELE

ME

NTA

RY

RE

PLA

CE

ME

NT

FOR

GR

AP

EV

INE

-CO

LLE

YV

ILLE

ISD

1300

W. C

OLL

EG

E D

R.

GR

AP

EV

INE

, TE

XA

S 7

6051

AS2.2 1/2" = 1'-0"

6 STD DECORATIVE FENCE DETAIL

AS2.2 1" = 1'-0"

2 TYPICAL HANDRAIL / GUARDRAIL STL. PIPE

AS2.2 1/2" = 1'-0"

7 TYP. FREE STANDING HANDRAIL AT STAIRS - STEEL PIPE

AS2.2 1/2" = 1'-0"

1 PROJECT SIGN

AS2.2 1/2" = 1'-0"

3 TYP GUARDRAIL ELEVATIONAS2.2 1/2" = 1'-0"

4 TYP. FREE STANDING HANDRAIL AT RAMP - STEEL PIPE

AS2.2 1/2" = 1'-0"

8 TYP. WALL MOUNTED HANDRAIL ELEV. - STEEL PIPE

AS2.2 3" = 1'-0"

5 LATCH ASSEMBLY PLAN DETAIL

AS2.2 3" = 1'-0"

10 TYP. DETAIL OF WALL RETURN - STEEL. PIPE AS2.2 3" = 1'-0"

9 TYP WALL MOUNTED HANDRAIL - STEEL PIPE

AS2.2 1/2" = 1'-0"

12 FLAGPOLE SECTION

Rev

isio

n /

Dat

e

25/1

1/1

7A

DD

EN

DU

M 3

AS2.2 1/2" = 1'-0"

15 MARQUEE SIGN SECTION

AS2.2 1 1/2" = 1'-0"

11 MARQUEE SIGN DETAIL

AS2.2 1/2" = 1'-0"

13 MARQUEE SIGN PLANAS2.2 1/2" = 1'-0"

14 MARQUEE SIGN ELEVATION

AS2.2 1 1/2" = 1'-0"

16 MARQUEE SIGN DETAIL

2

05/11/2017

LO

WELL W. TAYLO

R

20434

Electrical Items For Addendum No. 3

Page 1 of 1

ELECTRICAL ITEMS FOR ADDENDUM NO. 3 NOTICE TO PROPOSERS:

A. This Addendum shall be considered part of the contract documents for the above-mentioned project as though it had been issued at the same time and incorporated integrally therewith. Where provisions of the following supplementary data differ from those of the original contract documents, this Addendum shall govern and take precedence.

B. Proposers are hereby notified that they shall make any necessary adjustments in their estimate on account of this Addendum. It will be construed that each Proposer’s proposal is submitted with full knowledge of all modifications and supplemental data specified therein. Acknowledge receipt of this addendum in the space provided on the proposal form. Failure to do so may subject Proposer to disqualification.

REFERENCE IS MADE TO THE DRAWINGS AND THE PROJECT MANUAL AS NOTED: PROJECT MANUAL: DRAWINGS:

AD No 3, Elec. Item 1: To the Drawings, Sheet E1.3, “Lighting Fixture Schedule,”

Drawing is reissued: 1) Add alternate lighting fixture schedule. 2) Change Fixture P1, P2 & P3 pole heights to 25’-0”.

END OF ELECTRICAL ADDENDUM

Sheet No.Job. No.

Drawn By:

Date:

Pro

ject

:


C:\

RE

VIT

PR

OJE

CT

S\R

EV

IT 2

016\

2538

- C

ann

on

Ele

men

tary

Sch

oo

l Rep

lace

men

t -

TR

AV

IS.r

vt

TH

E1.3

LIGHTING FIXTURE

SCHEDULE

04/26/17

1710-03-01

CA

NN

ON

ELE

ME

NTA

RY

RE

PLA

CE

ME

NT

FOR

GR

AP

EV

INE

-CO

LLE

YV

ILLE

ISD

1300

W. C

OLL

EG

E D

R.

GR

AP

EV

INE

, TE

XA

S 7

6051

LIGHTING FIXTURE SCHEDULE

Characteristics Type Mark Description Model

LED 815 LUM/FT4000K 8.83 W/FT

L10 SAME AS FIXTURE L1 EXCEPT 17'-10" IN LENGTH. "GAMMALUX"#GB45RC2-1HL408-277-ZTV10-17'-10"S-REC/GFR-ASLMD-WSG


L11 SAME AS FIXTURE L1 EXCEPT 18' IN LENGTH. "GAMMALUX"#GB45RC2-1HL408-277-ZTV10-18'-0"S-REC/GFR-ASLMD-WSG






M1 4' NARROW EXTRUDED ALUMINUM 4" LINEAR DIRECT LED WITH CONTINUOUSFROSTED ACRYLIC LENS, RECESSED LAY-IN GRID MOUNTING, MATTE WHITEHOUSING FINISH, AND STANDARD 0-10V DIMMING.

"GAMMALUX"#GB45RC2-1HL408-277-ZTV10-4'N-REC/T1W-ASLMD-WSG


M2 SAME AS FIXTURE M1 EXCEPT 6' IN LENGTH. "GAMMALUX"#GB45RC2-1HL408-277-ZTV10-6'N-REC/T1W-ASLMD-WSG


M3 SAME AS FIXTURE M1 EXCEPT 8' IN LENGTH. "GAMMALUX"#GB45RC2-1HL408-277-ZTV10-8'N-REC/T1W-ASLMD-WSG


N1 8' NARROW EXTRUDED ALUMINUM 4" LINEAR DIRECT LED WITH CONTINUOUSFROSTED ACRYLIC LENS, SUSPENDED MOUNTING, MATTE WHITE HOUSING FINISH,AND STANDARD 0-10V DIMMING.

"GAMMALUX"#GB44D2-1/HL408-UNV-ZTV10-8'N-C24”-ASLMD-W-SG


N2 SAME AS FIXTURE N1 EXCEPT 23' IN LENGTH. "GAMMALUX"#GB44D2-1/HL408-UNV-ZTV10-23'N-C24”-ASLMD-W-SG





LED 1,064 LUM/FT4000K 12.2W/FT

N5 SAME AS FIXTURE N1 EXCEPT 6" WIDE FIXTURE AND 1064 LUMENS/FT. "GAMMALUX" #GB66D2-1HOLED40-UNV-DIM-8'-CXX-ASLMD-WSG


N6 SAME AS FIXTURE N5 EXCEPT 12' IN LENGTH. "GAMMALUX" #GB66D2-1/HOLED40-UNV-DVR-12`-CXX”-ASL-W-SG


N7 SAME AS FIXTURE N5 EXCEPT 16' IN LENGTH. "GAMMALUX" #GB66D2-1/HOLED40-UNV-DVR-16`-CXX”-ASL-W-SG

LED 23,844 LUM4000K 225W

P1 TWO LED CUT-OFF LUMINAIRES AT 180 DEG., DIE-CAST ALUMINUM HOUSING, TYPE 4(WIDE) OPTICS, FOUR LED ARRAYS, ON 25' STRAIGHT SQUARE STEEL POLE.FINISHES TO BE SELECTED BY ARCHITECT.

"MCGRAW-EDISON" #GLEON-AF-04-LED-E1-T4W-XXPOLE: "VALMONT" #DS330-500W250-D1-XX

LED 24,156 LUM4000K 225W

P2 TWO LED CUT-OFF LUMINAIRES AT 180 DEG., DIE-CAST ALUMINUM HOUSING, TYPE 4(FORWARD THROW) OPTICS, FOUR LED ARRAYS, ON 25' STRAIGHT SQUARE STEELPOLE. FINISHES TO BE SELECTED BY ARCHITECT.

"MCGRAW-EDISON" #GLEON-AF-04-LED-E1-T4FT-XXPOLE: "VALMONT" #DS330-500W250-D1-XX

LED 19,939 LUM4000K 191W

P3 SINGLE LED CUT-OFF LUMINAIRE, DIE-CAST ALUMINUM HOUSING, ANSI TYPE 3OPTICS, THREE LED ARRAY, ON 25' STRAIGHT SQUARE STEEL POLE. FINISHES TO BESELECTED BY ARCHITECT.

"MCGRAW-EDISON" #GLEON-AF-04-LED-E1-T3-XXPOLE: "VALMONT" #DS330-500W250-D1-XX

LED 4,900 LUM4000K 42W

Q DECORATIVE LED POST TOP LUMINAIRE WITH STEEL HOUSING, SMOOTH ACRYLICLENS, UNIVERSAL VOLTAGE ELECTRONIC DRIVER AND FINISH TO BE SELECTED BYARCHITECT. 12’ ROUND NON-TAPERED STEEL POLE WITH CUSTOM BASE PLATE AND2.38” X 4” TENON, WITH FINISH MATCHING THAT OF LUMINAIRE.

"LIGHTWAY" #BPRP-12-LED-U-42W-4-XX-WSAPOLE: "VALMONT" #DS340-400V120-P2-XX-FBC-AB-CBP

LED 2,200 LUM4000K 21W

R1 6" ROUND, 42" TALL LED BOLLARD WITH CLEAR TEMPERED GLASS LENS, FLAT TOPWITH BEVELED EDGES, UNIVERSAL VOLTAGE LED DRIVER, AND EXTRUDEDALUMINUM HOUSING WITH FINISH TO BE SELECTED BY ARCHITECT.

"INTRIGUE LIGHTING" #MT-6-B-21LED-40K-B-CL-42"-XX

LED 2,200 LUM4000K 21W

R2 8" ROUND, 42" TALL LED BOLLARD WITH CLEAR TEMPERED GLASS LENS, FLAT TOPWITH BEVELED EDGES, UNIVERSAL VOLTAGE LED DRIVER, AND EXTRUDEDALUMINUM HOUSING WITH FINISH TO BE SELECTED BY ARCHITECT.

"INTRIGUE LIGHTING" #MT-8-B-21LED-40K-B-CL-42"-XX

LED 3,371 LUM4000K 40W

S1 6" CYLINDRICAL WALL MOUNTED EXTERIOR LED DOWN LIGHT WITH CAST-ALUMINUMHOUSING, STAINLESS STEEL HARDWARE, IMPACT RESISTANT CLEAR GLASS LENS,60 DEGREE WIDE BEAM SPREAD, UNIVERSAL VOLTAGE DRIVER, AND FINISH TO BESELECTED BY ARCHITECT.

"LIGMAN" #UMV-30021-40WLED-VW-W40-XX-120/277

LED 3,371 LUM4000K 40W

S2 6" CYLINDRICAL WALL MOUNTED EXTERIOR LED UP/DOWN LIGHT WITHCAST-ALUMINUM HOUSING, STAINLESS STEEL HARDWARE, IMPACT RESISTANTCLEAR GLASS LENS, 60 DEGREE WIDE BEAM SPREAD, UNIVERSAL VOLTAGE DRIVER,AND FINISH TO BE SELECTED BY ARCHITECT.

"LIGMAN" #UMV-30051-2x26LED-VW-W40-XX-120/277

LED 1,952 LUM4000K 20W

S3 3" CYLINDRICAL WALL MOUNTED EXTERIOR LED UP/DOWN LIGHT WITHCAST-ALUMINUM HOUSING, STAINLESS STEEL HARDWARE, IMPACT RESISTANTCLEAR GLASS LENS, 37 DEGREE WIDE BEAM SPREAD, UNIVERSAL VOLTAGE DRIVER,AND FINISH TO BE SELECTED BY ARCHITECT.

"LIGMAN" #UMV-30031-2x10WLED-W-W40-XX-120/277

LED 4000K 420LUM11W

T DECORATIVE EXTERIOR STEP LIGHT RECESSED IN CONCRETE WITH 277V DRIVER "LIGMAN" #ULE-40591-11WLED-A-W40-XX-C-120/277

LED 4000K 2,642LUM 26.7W

U SURFACE MOUNT HIGH ABUSE LED LUMINAIRE, MARINE GRADE DIE-CAST ALUMINUMHOUSING, INJECTION MOLDED PEARLESCENT POLYCARBONATE LENS, DIE-CASTSURFACE ADAPTER, FINISH TO BE SELECTED BY ARCHITECT, WET LOCATIONLISTED.

"LUMINAIRE" #SWP1212-25W-4000K-120-277-CP-XX-CAB

LED 72 LUM/FT4000K 1 W/FT

V 6' LONG 1" COVE LED STRIP LIGHT WITH ALUMINUM HOUSING, 25 DEGREE BEAM,AND 277V DRIVER

"IO LIGHTING" #0.03SO.I.4K.25.100.1.12.22.2

LED 6,816 LUM4000K 58W

W 8' LINEAR SURFACE MOUNTED EXTERIOR LED FLOOD LIGHT WITH EXTRUDEDALUMINUM HOUSING AND STAINLESS STEEL FASTENERS, 120/277V DIMMABLEDRIVER, AND FINISH TO BE SELECTED BY ARCHITECT.

"SPI" #EIW 11910-L57.3WC-DML-120/277-XX-4000K-BRK

LED LAMP PANEL X CLEAR ACRYLIC EXIT SIGN WITH DIE-CAST ALUMINUM BODY, RED LETTERS, ANDNICKEL CADMIUM BATTERY.

"EVENLITE" #SOV-EM-R-1C-BA-SW

LED LAMP PANEL X1 UNIVERSAL MOUNT LED EXIT WITH, BACKPLATE AND CANOPY, WHITETHERMOPLASTIC HOUSING, RED LETTERS, NICKEL CADMIUM BATTERY, UNIVERSALARROWS, WITH WIRE GUARD.

"EVENLITE" #TLX-EM-RU-W-WG-M990010

LED 600 LUM.4000K 9.6W

Y 6" ROUND LOW PROFILE SURFACE MOUNT LED FIXTURE INSTALLED IN 4" SQUAREOR ROUND J-BOX, WITH WHITE TRIM, 120V DIMMABLE DRIVER.

"HALO" #SMD6S-6-940-WH-SMD6RTRMWH

LED 4,994 LUM4000K 46W

Z 4' SURFACE MOUNTED INDOOR/OUTDOOR LOW PROFILE HIGH POWER RGB/W LEDLIGHT BAR WITH ALUMINUM HOUSING, 90 DEGREE MOUNTING ARM, GLASS LENS, 60DEGREE BEAM ANGLE, 120/277V INPUT, DMX+RDM CONTROL AND BLACK FINISH.

"ACCLAIM" #PGA-211-DKLN-PGA90BDMX-CONTROLLER: "ACCLAIM" #ART500DMX-SPLITTER: "ACCLAIM" #RDS6

LIGHTING FIXTURE SCHEDULE

Characteristics Type Mark Description Model

LED 6,400 LUM4000K 60W

A 2 X 4 LAY-IN LED TROFFER, VERY HIGH LUMEN OUTPUT, STANDARD ELECTRONIC0-10V DIMMING DRIVER, PATTERN 12 ACRYLIC LENS, .125", AND UNIVERSALVOLTAGE.

"METALUX" #24GR-LD4-64-F1-UNV-L840-CD-1

LED 6,400 LUM4000K 60W

A1 SAME AS FIXTURE A EXCEPT WITH 1400 LUMEN EMERGENCY BATTERY PACK. "METALUX" #24GR-LD4-64-F1-UNV-EL14W-L840-CD-1

LED 6,400 LUM4000K 60W

A2 SAME AS FIXTURE TYPE A EXCEPT WITH INVERTED LENS AND DOOR/LENS GASKETS. "METALUX" #24GR-LD4-64-F1INV-UNV-L840-CD-1-G3

LED 6,400 LUM4000K 60W

A3 SAME AS FIXTURE A2 EXCEPT WITH 1400 LUMEN EMERGENCY BATTERY PACK. "METALUX" #24GR-LD4-64-F1INV-UNV-EL14WL840-CD-1-G3

LED 4,200 LUM4000K 37W

B 2 X 4 LAY-IN LED TROFFER, LOW WATT LUMEN OUTPUT, STANDARD ELECTRONIC0-10V DIMMING DRIVER, PATTERN 12 ACRYLIC LENS, .125", UNIVERSAL VOLTAGE.

"METALUX" #24GR-LD4-42-F1-UNV-L840-CD-1

LED 4,200 LUM4000K 37W

B1 SAME AS FIXTURE B EXCEPT WITH 1400 LUMEN EMERGENCY BATTERY PACK. "METALUX" #24GR-LD4-42-F1-UNV-EL14W-L840-CD-1

LED 1,000 LUM4000K 11W

C1 6" LED DOWNLIGHT WITH 1100 LUMEN MODULE, ALZAK REFLECTOR, ELECTRONICDRIVER, DAMP LOCATION LISTED.

"PORTFOLIO" #LD6B-10-D010-EU6B-1020-80-40-6LB-M-0-LI-HB26

LED 1,000 LUM4000K 11W

C2 SAME AS FIXTURE TYPE C1 EXCEPT WITH "BODINE" BATTERY PACK WITH INTEGRALTEST SWITCH AND INDICATOR LIGHT.

"PORTFOLIO"#LD6B-10-D010-IEMBOD-EU6B-1020-80-40-6LB-M-0-LI-HB26-E

LED 1,500 LUM.4000K 16W

C3 SAME AS FIXTURE C1 EXCEPT 1500 LUMENS. "PORTFOLIO" #LD6B-15-D010-EU6B-1020-80-40-6LB-M-0-LI-HB26

LED 1,500 LUM.4000K 19W

C4 SAME AS FIXTURE TYPE C3 EXCEPT WITH "BODINE" BATTERY PACK WITH INTEGRALTEST SWITCH AND INDICATOR LIGHT.

"PORTFOLIO" #LD6B-15-D010-IEMBOD-EU6B-1020-80-40-6LB-M-0-LI-HB26-E

LED 2,000 LUM.4000K 22W

C5 SAME AS FIXTURE C1 EXCEPT 2000 LUMENS. "PORTFOLIO" #LD6B-20-D010-EU6B-1020-80-40-6LB-N-0-LI-HB26

LED 3,000 LUM.4000K 28W

C6 SAME AS FIXTURE C1 EXCEPT 3000 LUMENS. "PORTFOLIO" #LD6B-30-D010-EU6B-3050-80-40-6LB-N-0-LI-HB26

LED 4,994 LUM4000K 46W

D CHAIN HUNG 4' LED LENSED STRIPLIGHT WITH HEAVY-DUTY STEEL HOUSING,FROSTED PRISMATIC ACRYLIC LENS, 0-10V DIMMING DRIVER, UNIVERSAL VOLTAGE,DLC QUALIFIED.

"METALUX" #4SNLED-LD4-49SL-LC-UNV-L840-CD-1

LED 4,994 LUM4000K 46W

D1 SAME AS FIXTURE D EXCEPT WITH 1400 LUMEN EMERGENCY BATTERY PACK. "METALUX" #4SNLED-LD4-49SL-LC-UNV-EL14WL840-CD-1

LED 4,994 LUM4000K 46W

D2 SAME AS FIXTURE D EXCEPT WALL MOUNTED "METALUX" #4SNLED-LD4-49SL-LC-UNV-L840-CD-1

LED 4,994 LUM4000K 46W

D3 SAME AS FIXTURE TYPE "D" EXCEPT BLACK FINISH. "METALUX" #4SNLED-LD4-49SL-LC-UNV-L840-CD-1-BH

LED 4,994 LUM4000K 46W

D4 SAME AS FIXTURE D1 EXCEPT BLACK FINISH. "METALUX" #4SNLED-LD4-49SL-LC-UNV-EL14WL840-CD-1-BH

2-18W HALOGEN EM EMERGENCY WALL PACK UNIT, DUAL HEAD 50 WATT, 12 VOLT OUTPUT FOR 90 MIN,WHITE 20-GAUGE STEEL CONSTRUCTION WITH WIREGUARD.

"EVENLITE" #S4E60-2-W1218

LED EM1 LOW PROFILE EXTERIOR LED EMERGENCY WALL PACK WITH DIE-CAST ALUMINUMHOUSING, GASKET SEALED, NI-CAD BATTERY, NORMALLY OFF OPERATION, ANDWHITE FINISH.

"EVENLITE" #WLEM-WH (NORMALLY OFF)

LED EM2 SAME AS FIXTURE EM1 EXCEPT BRONZE FINISH. "EVENLITE" #WLEM-BZ (NORMALLY OFF)

LED 1,107 LUM4000K 14W

F 4" PENDANT LED CYLINDER DOWN LIGHT, WITH DIE-CAST ALUMINUM HOUSING,120/277V DRIVER, AND FINISH TO BE SELECTED BY ARCHITECT.

"LIGMAN" #UJE-95081-14W-W-W40-XX-C-120/277V

LED 600 LUM4000K 9W

F1 SAME AS FIXTURE F EXCEPT WITH 9 WATTS AND 0-10V DIMMABLE DRIVER "LIGMAN" #UJE-95081-9W-W-W40-XX-C-120/277V-DIM

LED 3,104 LUM4000K 39W

F2 6" PENDANT LED CYLINDER DOWN LIGHT, WITH DIE-CAST ALUMINUM HOUSING,120/277V 0-10V DIMMABLE DRIVER, AND FINISH TO BE SELECTED BY ARCHITECT.

"LIGMAN" #UJE-95111-39WLED-M-W40-XX-C-120/277-A90421-DIM

LED 2,100 LUM4000K, 92W

G1 DECORATIVE 3 LED "STICK" CHANDELIER WITH 277V DRIVER, AND WOOD FINISH TOBE SELECTED BY ARCHITECT.

"STICKBULB" #BIG-SKBNG-HB-4000K-277V-XX

LED 1000 LUM4000K, 38W

G2 SAME AS FIXTURE TYPE G1 EXCEPT 1000 LUMENS. "STICKBULB" #LIT-SKBNG-HB-4000K-277V-XX

LED 1000 LUM4000K 37W

H 8’ LINEAR LED "STICK" PENDANT WITH 277V DRIVER, AND WOOD FINISH TO BESELECTED BY ARCHITECT.

"STICKBULB" #PEND-8FT-HB-4000K-277V-XX

LED 976 LUM4000K 11W

J 7.8" TALL, 4" DEEP WALL MOUNTED CYLINDER DOWNLIGHT WITH CAST-ALUMINUMHOUSING, 0-10V DIMMABLE 120/277V DRIVER, AND FINISH TO BE SELECTED BYARCHITECT.

"LIGMAN" #UMV-30001-11WLED-M-W40-XX-K


K 8' NARROW EXTRUDED ALUMINUM 2" LINEAR DIRECT/INDIRECT LED WITHCONTINUOUS FROSTED ACRYLIC LENS, WALL MOUNTING, MATTE WHITE HOUSINGFINISH, DLC QUALIFIED AND STATIC DRIVER

"GAMMALUX"#GB24B2-1/1HL408-277-DVR-8`N-WSP-ASLM3D.5-WSG


K1 SAME AS FIXTURE TYPE K EXCEPT WITH INTEGRAL "BODINE" BATTERY PACK. "GAMMALUX"#GB24B2-1/1HL408-277-DVR-8`N-WSP-ASLM3D.5-WSG-BPE


L1 3'-1" NARROW EXTRUDED ALUMINUM 4" LINEAR DIRECT LED WITH CONTINUOUSFROSTED ACRYLIC LENS, RECESSED GYP BOARD CEILING MOUNTING, MATTE WHITEHOUSING FINISH, AND STANDARD 0-10V DIMMING.

"GAMMALUX"#GB45RC2-1HL408-277-ZTV10-3'-1"S-REC/GFR-ASLMD-WSG


L2 SAME AS FIXTURE L1 EXCEPT 3'-4" IN LENGTH. "GAMMALUX"#GB45RC2-1HL408-277-ZTV10-3-4"S-REC/GFR-ASLMD-WSG















TRAVIS K. HORN

120314DESNECIL

RE

ENIGNELANOISSE

FO

RP

SAXETFOETATS

TRAVIS K. HORN

120314DESNECIL

RE

ENIGNELANOISSE

FO

RP

SAXETFOETATS

TRAVIS K. HORN

120314DESNECIL

RE

ENIGNELANOISSE

FO

RP

SAXETFOETATS

TRAVIS K. HORN

120314DESNECIL

RE

ENIGNELANOISSE

FO

RP

SAXETFOETATS

TRAVIS K. HORN

120314DESNECIL

RE

ENIGNELANOISSE

FO

RP

SAXETFOETATS

04/26/2017

Registration #F-509817/336-4633Texas 76107Ft. Worth,

300 Greenleaf

[email protected]#

Romine, Romine, & BurgessMechanical/Electrical Engineers

2538

LIGHTING FIXTURE SCHEDULE NOTES:

1. LIGHTING AGENCIES PRE-APPROVED TO PROVIDE LIGHT FIXTURE PACKAGE ARE THOSE REPRESENTING THE FOLLOWING LED TROFFERMANUFACTURERS: "COLUMBIA", "METALUX" AND "LITHONIA". WHERE ONLY ONE PART NUMBER IS INDICATED FOR A PARTICULAR FIXTURETYPE, "EQUIVALENT" FIXTURE REPRESENTED BY THE PRE-APROVED LIGHTING AGENCIES MAY BE UTILIZED. FIXTURES THAT ARE MOREFUNCTIONAL THAN AESTHETIC MAY BE SUPPLIED AS LONG AS THE PERFORMANCE AND CONSTRUCTION IS COMPARABLE TO THE SPECIFIEDFIXTURE. SPECIALTY FIXTURES (THOSE THAT HAVE AESTHETIC VALUE TO THE ARCHITECTURAL SCHEME SUCH AS SCONCES, PENDANTS, POLEFIXTURES, BOLLARDS, ETC.) SHALL VERY CLOSELY MATCH THE SPECIFIED FIXTURES. THESE "EQUIVALENT" FIXTURES MAY BE SUBMITTED FORPRE-APPROVAL TO ASSURE ACCEPTANCE ON FORMAL SUBMITTAL.

2. REFR TO SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

3. LIGHT FIXTURES EQUIPPED WITH EMERGENCY PACKS SHALL BE UNIVERSAL VOLTAGE OR SHALL BE FACTORY WIRED FOR SCHEDULEDVOLTAGE. CONTRACTOR SHALL COORDINATE VOLTAGE OF EACH FIXTURE TYPE CAREFULLY WITH LIGHTING AGENCY AND/OR DISTRIBUTORPRIOR TO ORDER.

Rev

isio

n /

Dat

e

205-1

0-1

7A

DD

EN

DU

M #

3

LIGHTING FIXTURE SCHEDULE (ALTERNATE #6)

Characteristics Type Mark Description ModelType

Comments

LED 6,400 LUM4000K 60W

A 2 X 4 LAY-IN LED TROFFER, VERY HIGH LUMEN OUTPUT, STANDARD ELECTRONIC0-10V DIMMING DRIVER, PATTERN 12 ACRYLIC LENS, .125", AND UNIVERSALVOLTAGE.

"METALUX" #24GR-LD4-64-F1-UNV-L840-CD-1 ALT

LED 6,400 LUM4000K 60W

A1 SAME AS FIXTURE A EXCEPT WITH 1400 LUMEN EMERGENCY BATTERY PACK. "METALUX" #24GR-LD4-64-F1-UNV-EL14W-L840-CD-1 ALT

LED 4,200 LUM4000K 37W

B 2 X 4 LAY-IN LED TROFFER, LOW WATT LUMEN OUTPUT, STANDARD ELECTRONIC0-10V DIMMING DRIVER, PATTERN 12 ACRYLIC LENS, .125", UNIVERSAL VOLTAGE.

"METALUX" #24GR-LD4-42-F1-UNV-L840-CD-1 ALT

LED 4,200 LUM4000K 37W

B1 SAME AS FIXTURE B EXCEPT WITH 1400 LUMEN EMERGENCY BATTERY PACK. "METALUX" #24GR-LD4-42-F1-UNV-EL14W-L840-CD-1 ALT

2 X4 ARCHITECTURAL LAY-IN LED TROFFER, VERY HIGH LUMEN OUTPUT, FORMEDACRYLIC OPTICAL LENS, STANDARD ELECTRONIC 0-10V UNIVERSAL VOLTAGEDIMMING DRIVER

2 X4 ARCHITECTURAL LAY-IN LED TROFFER, LOW LUMEN OUTPUT, FORMED ACRYLICOPTICAL LENS, STANDARD ELECTRONIC 0-10V UNIVERSAL VOLT DIMMING DRIVER

"METALUX" #24EN-LD2-67-UNV-CD-1 -

"METALUX" #24EN-LD2-67-UNV-EL14W-CD-1 -

"METALUX" #24EN-LD2-45-UNV-CD-1 -

"METALUX" #24EN-LD2-45-UNV-EL14W-CD-1 -

THESE FIXTURES SHALL REPLACE"A", "A1", "B", "B1" ABOVE IFALTERNATE #6 IS ACCEPTED.

2

2

TO THE DRAWINGS AND THE PROJECT MANUAL L L W .T … · TO THE DRAWINGS AND THE PROJECT MANUAL...

Documents

Transcript of TO THE DRAWINGS AND THE PROJECT MANUAL L L W .T … · TO THE DRAWINGS AND THE PROJECT MANUAL...