Drawings_Roof Replace_ZME CCF_10-19-2020.pdf

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ENGINEERING SERVICES

ENROUTE/FSS

CHILD

ROOF PLAN

CHILD CARE FACILITY ROOF REPLACEMENT

TNMEMPHIS CENTERMEMPHIS

TJS

LC

PROJECT ENGINEER MGR: ENGINEERING - CENTER A

10/19/2020 18066754

ZME-18066754-A001

z m e -1

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THIS DRAWING PRODUCED ON ASO REGION MICROSTATION SYSTEM

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA

C O

N S

T R

U

IO

13'-0" 28'-4" 11'-4"

/2

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A

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V

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E

G -E

D

B

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H

8 7 6 5 4 3 2 1

12345678

REVDRAWING NO

DATE JCN

APPROVED BY

ISSUED BY

CHECKED

DRAWN

DESIGNED

SUBMITTED BY

REVIEWED BY

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV

DATE

APPROVED

DESCRIPTION JCN

REDLINE

APVD

A B C D E

IS

ACCORDANCE WITH PROJECT SUBMITTAL PROCEDURES.

USE. SDS AND PRODUCT DATA MUST BE REVIEWED AND APPROVED BY COR PRIOR TO USE IN

CONTRACTOR MUST COORDINATE USAGE OF ANY CHEMICALS OR SEALANTS WITH COR PRIOR TO6.

OF UNEXPECTED WEATHER. ROOF AREAS IN THE EVENT

DAY. ENSURE SUFFICIENT TEMPORARY COVERAGE MATERIALS IS AVAILABLE TO COVER OPEN

TRANSITION FROM NEW ROOF TO EXISTING ROOF MUST BE SEALED AT THE END OF EACH WORK

CONTRACTOR MUST NOT DEMOLISH MORE ROOF THAN CAN BE REPLACED IN A SINGLE SHIFT.5.

PROTECTIVE BOARD LAY PATTERNS, RIDGELINE, AND INDUCTION WELD PATTERNS.

LENGTH AND FREQUENCY FOR CORNERS, EDGES, CRICKETS AND FIELD, INSULATION AND

PROCEDURES. INCLUDE ENGINEERS REPORT DETAILING MECHANICAL FASTENER PATTERN,

SYSTEM FOR REVIEW AND APPROVAL BY COR IN ACCORDANCE WITH PROJECT SUBMITTAL

PRIOR TO COMMENCING WORK THE CONTRACTOR MUST PROVIDE SHOP DRAWINGS OF NEW ROOF4.

DUST DURING CONSTRUCTION. DEBRIS MUST BE REMOVED BY CONTRACTOR DAILY.

BY COR. AREAS AROUND DUMPSTERS MUST BE KEPT CLEAN AND FREE OF EXCESS DEBRIS AND

DEBRIS MUST BE PROVIDED BY THE CONTRACTOR. DUMPSTERS LOCATIONS TO BE DETERMINED

CONTRACTOR MUST NOT USE FAA DUMPSTERS. DUMPSTERS FOR DISPOSAL OF CONSTRUCTION3.

DUMPSTER PICKUP AT ALL TIMES. SECURE ACCESS GATES AT THE END OF WORK DAY.

DAYCARE DELIVERIES AND TRASHCONTRACTOR MUST MAINTAIN ACCESSIBILITY FOR EACH

CABLES (UNDERGROUND UTILITIES) MAY RUN THROUGH STAGING AREA AND ELSEWHERE.

CONTRACTOR MUST DO NO DIGGING WITHOUT PRIOR PERMISSION FROM THE COR. BURIED

CONSTRUCTION STAGING AREA. MATERIALS MUST BE NEATLY STORED AND PROTECTED.

STORAGE OF CONSTRUCTION MATERIALS AND TRAILERS ON SITE MUST BE LIMITED TO THE2.

ATTACHMENT AND A REPAIR COST ESTIMATE ON A SQUARE FOOT BASIS.

CONTRACTOR MUST PROVIDE SHOP DRAWINGS FOR THE CORRUGATED STEEL DECK AND

REINFORCEMENT IF REQUIRED, TO COMPLY WITH THE LATEST TENNESSEE BUILDING CODE (FBC).

THE PROFESSIONAL ENGINEER MUST MAKE RECOMMENDATIONS FOR REPAIR OR ADDITIONAL

TEK SCREWS FOR DECK ATTACHMENT. AFTER THE INSPECTION DECK, PUDDLE WELDS AND

REGISTERED STRUCTURAL ENGINEER TO INSPECT THE EXISTING CONDITION OF THE METAL

PRIOR TO REMOVING EXISTING ROOFING SYSTEM THE CONTRACTOR MUST HIRE A TENNESSEE1.

NORMAL HOURS OF OPERATION.

OPERATIONS. WORK OVER ENTRANCE MAY BE REQUIRED OUTSIDE OF FACILITY

COORDINATE WORK OVER ENTRANCE WITH COR TO MINIMIZE IMPACT TO FACILITY

NEW FINISHED SURFACE. SEE DETAIL 7/A003. (TYPICAL)

SECURE CONDENSATE DRAIN LINE SUPPORT BLOCKS TO PADS, SECURE PADS TO

REPLACE CONDENSATE DRAIN LINES FOR RTUS. (TYPICAL)

REMOVE, PROTECT, STORE AND REATTACH PARAPET CAP.

FINISHED SURFACE.

EXTEND ELECTRICAL PENETRATIONS TO MATCH PREVIOUS PROTRUSION ABOVE NEW

ABOVE NEW FINISHED SURFACE. (TYPICAL)

EXTEND DOWN-CONDUCTOR PENETRATIONS TO MATCH PREVIOUS PROTRUSION

(TYPICAL)

EXTEND VENTS TO MATCH PREVIOUS PROTRUSION ABOVE NEW FINISHED SURFACE.

PROVIDE NEW METAL COUNTER FLASHING ON CURBS. (TYPICAL)

PROVIDE TPO ROOF SYSTEM OVER INTERIOR SPACE AND FRONT ENTRANCE AWNING.

SHEET NOTES

GENERAL NOTES

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

8' 16'08'

L

RTU

KVHU

R.D. R.D. R.D.

EF-3

EF-2

EF-1

WATER HEATER VENT

RUBBER WALKBOARDS

SLOPE SLOPE SLOPE

SLOPE SLOPE SLOPESLOPE SLOPESLOPE

P. VO

OP.V

RIDGE LINE

OP.V

zme-18066754-a001

2021-04-21T06:21:34-0400

ANTONIO M COUTO

2021-04-20T14:42:48-0500

LOURI A CALL

LIGHTNING PROTECTION PLAN

FALL PROTECTION, ROOF PAD AND

ZME-18066754-A002

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A B C D E

LIGHTNING PROTECTION CONTRACTOR.

PARAPET WALL. TIE INTO NEW SYSTEM. ALL WORK TO BE PERFORMED BY QUALIFIED

NEW AIR TERMINALS ON FALL PROTECTION SYSTEM SUPERCEDE AIR TERMINALS ON

BE PERFORMED BY QUALIFIED LIGHTNING PROTECTION CONTRACTOR.

LIGHTNING GROUNDING AND BONDING SYSTEM. TIE INTO NEW SYSTEM. ALL WORK TO

REMOVE, PROTECT, STORE AND REINSTALL EXISTING EQUIPMENT AND ROOF

TYPES OF CONNECTIONS.

TERMINAL LOCATIONS. THE SHOP DRAWING SHALL ALSO HAVE DETAILS SHOWING THE DIFFERENT

SHALL INCLUDE "D" SIZE PLAN DRAWING OF ROOF TOP SHOWING PATHS OF CONDUCTORS, AND

3. PROVIDE SUBMITTAL OF LIGHTNING PROTECTION DESIGN TO FAA COR FOR APPROVAL. DESIGN

FAA COR IF DIMENSIONAL ERRORS OR DESIGN CONFLICTS OCCUR.

WORK THAT IS IMPROPERLY INSTALLED OR LOCATED. THE INSTALLER/DESIGNER SHALL NOTIFY THE

COORDINATE THE WORK SHALL TAKE RESPONSIBILITY FOR THE WORK AND ANY PORTION OF THE

CONDITIONS BEFORE THE WORK IS STARTED. INSTALLERS WHO FAIL TO VERIFY, REVIEW AND

2. THE LIGHTNING PROTECTION INSTALLER/DESIGNER IS TO CHECK AND VERIFY ALL DIMENSIONS AND

MUST BE COMPLETED BY A QUALIFIED LIGHTNING PROTECTION CONTRACTOR.

SYSTEMS. TIE NEW LIGHTNING GROUND AND BONDING SYSTEM INTO EXISTING SYSTEM. ALL WORK

CODE 780 AND THE LIGHTNING PROTECTION INSTITUTE CODE 175 FOR LIGHTNING PROTECTION

THE REQUIREMENTS OF UNDERWRITERS LABORATORY CODE 96/96A, NATIONAL FIRE PROTECTION

1. PROVIDE LIGHTING GROUNDING AND BONDING DESIGN FOR THE FALL PROTECTION THAT WILL MEET

SHEET NOTES

NOTES

KVHU

EF-3

EF-2

EF-1

WATER HEATER VENT

RUBBER WALKBOARDS

SLOPE SLOPE SLOPESLOPE SLOPESLOPE

zme-18066754-a002

2021-04-21T06:22:50-0400

ANTONIO M COUTO

2021-04-20T14:44:08-0500

LOURI A CALL

DETAILS

ZME-18066754-A003

4"4"

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TPO MEMBRANE

CLASS 1A-195, R30 RATING.

NOTE: TPO ROOF SYSTEM - 80 MIL MECHANICALLY FASTENED.

ROOF CURB

PREFABRICATED

2 PER SIDE

LAG SCREWS

ROOF OPENING

CONTINUOUS HOOK STRIP

BEAM BEYOND

CLAMPING RING

WATER CUT-OFF MASTIC

NOTES:

4"x4" FIBER CANT

PREMOLDED BOOT

CAULKING

STAINLESS STEEL CLAMP

VENT STACK

WATER BLOCK

HEAT WELDED LAP

PLATES & SCREWS 4 PER STACK

SUBSTRATE BOARD

2. REMOVE AND REINSTALL COPING CAP AS NEEDED.

1. PROVIDE SHOP DRAWINGS OF FLASHING.

NOTES:

CANT

TO OUTSIDE OF PARAPET.

AND MECHANICALLY FASTENS

EXTENDS OVER PARAPET

TPO MEMBRANE FLASHING

PARAPET CAP

SHEET METAL

ABOVE HEAD OF CANT

EXTEND TPO MEMBRANE

TO INSIDE OF CURB.

AND MECHANICALLY FASTENS

EXTENDS OVER CURB

TPO MEMBRANE FLASHING

/2" DENS DECK PROTECTION BOARD1

POLY-ISO BOARD INSULATION R-30 MIN.

EXISTING DECK

SUBSTRATE BOARD

5/8" FIREGUARD TYPE X DENS DECK

PAVING STONE

STRAP ANCHOR

CONDENSATE DRAIN

STONE AND TPO ROOF

ROOF PAD ADHERED TO PAVING

SCUPPER

DRAIN SUMP.

6. FIELD SPLICES MUST BE LOCATED AT LEAST 6 INCHES OUTSIDE THE

12 INCHES.

5. INSULATION TAPER SHALL NOT BE STEEPER THAN 6 INCHES IN

1/4" MAXIMUM.

4. HOLE IN MEMBRANE MUST EXCEED SIZE OF DRAIN PIPE BY

FROM THE ATTACHMENT POINTS OF THE DRAIN CLAMPING RING.

3. CUT THE MEMBRANE SO IT EXTENDS A MINIMUM OF 1/2 INCH (13 MM)

COMPRESSION ON WATER CUT-OFF MASTIC.

2. ALL BOLTS OR CLAMPS MUST BE IN PLACE TO PROVIDE CONSTANT

1. REMOVE ALL LEAD AND OTHER FLASHING.

COVER BOARD

POLY-ISO BOARD INSULATION

ON EQUIPMENT

METAL COUNTER FLASHING

METAL PAPAPET CAP (COPING) AND BASE FLASHING

NOT TO SCALE (TYPICAL)A003

MECHANICAL CURB DETAIL

NOT TO SCALEA003

TYPICAL ROOF SYSTEM

CONDENSATE DRAIN SUPPORT BLOCK

ROOF DRAIN

A003

PREMOLDED PENETRATION FLASHING

NOT TO SCALE

zme-18066754-a003

2021-04-21T06:23:46-0400

ANTONIO M COUTO

2021-04-20T14:47:16-0500

LOURI A CALL

ELECTRICAL DETAILS

ZME-18066754-E501

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INSTALLED BY OTHERS

RAILING, PROVIDED AND

GALVANIZED STEEL PIPE

MOUNTED HORIZONTALLY

RAILING AIR TERMINAL BASE

NO. APRB1.5/2AT58 PIPE

TERMINAL WITH SAFETY TIP

CLASS II, ALUMINUM AIR

NO. 5824-ASTAT, 5/8" X 24"

- 190 LBS. PER 1000')

STRANDS OF #13AWG WIRES

LIGHTNING CONDUCTOR (37

NO. A37R, CLASS II, ALUMINUM

NOT TO SCALEE501

AIR TERMINAL DETAIL "A"

PIPE RAILING

3 PIPE RAILING CONNECTION

INSTALLED BY OTHERS

RAILING, PROVIDED AND

GALVANIZED STEEL PIPE

LBS PER 1000')

OF *13AWG WIRES -190

CONDUCTOR (37 STRANDS

ALUMINUM LIGHTNING

NO A37R CLASS 11,

BASE CONNECTION

CONNECT ABOVE

ALUMINUM PIPE CLAMP

NO APC -1/1.25

- 190 LBS. PER 1000')

STRANDS OF #13AWG WIRES

LIGHTNING CONDUCTOR (37

NO. A37R, CLASS II, ALUMINUM

TERMINAL WITH SAFETY TIP

CLASS II, ALUMINUM AIR

NO. 5824-ASTAT, 5/8"x 24"

E501

AIR TERMINAL DETAIL

FLAT SURFACE

ACCORDANCE WITH FAA-STD-019E.

THE LIGHTNING PROTECTION SYSTEM SHALL BE CLASS II, IN

4. ALL AIR TERMINALS AND CONDUCTORS (MAIN AND BONDING) USED FOR

SUBMITTAL REQUIREMENTS.

CALLED OUT TO ESTABLISH A DESIGN. SEE SPECIFICATION FOR

3. FOR THIS DRAWING HARGER LIGHTNING PROTECTION HARDWARE IS

LIGHTNING PROTECTION MANUFACTURER PRIOR TO INSTALLATION.

2. CONTRACTOR TO PROVIDE APPROVED SHOP DRAWING SUBMITTAL FROM

LABORATORIES (UL) 96A AND CONFORM TO NFPA 780.

1. ALL NEW MATERIALS SHALL BE LABELED PER UNDERWRITER'S

1 2

FASTENER, EVERY 3' MAX.

ADHESIVE CABLE

NO. A262, ALUMINUM

MOUNTED HORIZONTALLY

UNIVERSAL BASE

NO. AUBU58I, ALUMINUM

ALUM CONDUCTOR

NO.A37: BARE

CABLE HOLDER @ 3'-0" O/C

NO.A730: ALUM ADHESIVE

24" MAX NEW METAL FLASHING

PARALLEL SPLICER

NO.A423: CAST ALUMINUM

ALUM CONDUCTOR

NO.A37: BARE

CABLE SUPPORT SPACE EQUALLY

NO.A188M: ALUM PIPE RAIL

42"

AIR TERMINAL MOUNTING DETAIL

FOR ROOF N1 INSTALLATION

PIPE RAIL CLAMP

NO.A240X:

E501

H2 L

HLP

50H2

NO. A216, ALUMINUM

NO. 216, BRONZE

BONDING LUG

CONNECTOR

NO. 211XL, BI-METAL

STRAP TYPE PIPE CLAMP

NO. A231-X, ALUMINUM

NO. 231-X, TINNED COPPER

PIPE CLAMP

NO. APC-X ALUMINUM

NO. CPC-X, TINNED BRONZE

BONDING PLATE

NO. BMBP, BIMETAL

CROSS RUN CONNECTOR

NO. 210BM, BI-METAL

NO. A210, ALUMINUM

NO. 210, BRONZE

NO. A217, ALUMINUM

NO. 217, TINNED BRONZE

1 BOLT PARALLEL CLAMP

NO. BM1BC, BI-METAL

NO. A1BC, ALUMINUM

NO. B1BC, BRONZE

HEAVY DUTY BONDING LUG

NO. A222, ALUMINUM

NO. 222, BRONZE

NO. A213, ALUMINUM

NO. 213, BRONZE

50H2

HLP

UL

TYPICAL BONDING LUGS, PLATES AND CABLE CONNECTORS

zme-18066754-e501

2021-04-21T06:24:41-0400

ANTONIO M COUTO

2021-04-20T14:48:29-0500

LOURI A CALL

COVER SHEET

ZME-18066754-G001

-g

:3 lo tt e

T OF TRANSPO

T A

IC

OF

STATES

IT

TM

EN

AVIA

I

LAR

TRAT

SI

NI

CHILD CARE FACILITY (CCF)

ZME/CHILD - MEMPHIS, TENNESSEE

zme-18066754-g001

2021-04-21T06:25:52-0400

ANTONIO M COUTO

2021-04-20T14:49:31-0500

LOURI A CALL

DRAWING INDEX, ABBREVIATIONS AND SYMBOLS LEGEND

ZME-18066754-G002

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INCHIN

INSIDE DIAMETERID

MINIMUMMIN

MANUFACTURERMFG

MAXIMUMMAX

GALVENIZEDGALV

GUAGEGA

NOT TO SCALENTS

NATIONAL PIPE THREADNPT

OUTSIDE DIAMETEROD

ON CENTEROC

KITCHEN HOOD VENTILATION UNITKVHU

K

REPRESENTATIVE

CONTRACTING OFFICERS COR

PLUMBING VENTPV

POUNDS PER SQUARE INCHPSI

ROOFTOP UNITRTU

ROOF DRAINRD

REQUIREDREQ'D

REFERENCEREF

STANDARDSTD

SPECIFICATIONSSPEC

POLYOLEFIN

THERMOPLASTIC-TPO

TYPICALTYP

NOTED

UNLESS OTHERWISE UON

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

4' 8'04'

LIMIT OF DEMOLITION

CONNECT TO EXISTING

GRAPHIC SCALE

NORTH ARROW

EXISTING WORK, UON

NEW WORK, UON

CONTRACTOR, UON

DEMOLITION BY

DETAIL REFERENCE

ZME-18066754-A003

ZME-18066754-A002

ZME-18066754-A001

ZME-18066754-G003

ZME-18066754-G002

ZME-18066754-G001

DRAWING LIST

ABBREVIATIONS SYMBOLS LEGEND

DETAIL DESIGNATION

DETAIL IS DRAWN

SHEET ON WHICH

SECTION DESIGNATION

M101

A012

SECTION IS CUT

SHEET ON WHICH

DRAWING NO. REV. DATE DESCRIPTION

10/19/2020

DETAILS

FALL PROTECTION, ROOF PAD AND LIGHTNING PROTECTION PLAN

SITE LAYOUT

DRAWING INDEX, ABBREVIATIONS, AND SYMBOLS LEGEND

COVER SHEET

FEETFT

zme-18066754-g002

2021-04-21T06:27:07-0400

ANTONIO M COUTO

2021-04-20T14:50:22-0500

LOURI A CALL

SITE LAYOUT

ZME-18066754-G003

AREA OF WORK

PARKING

STAGING AND

CONTRACTOR

ENTRANCE

:5 lo tt e

0 120'60' 60'

SCALE: 1" = 60'

G003

CONSTRUCTION STAGING PLAN

W

ID

, A

IC

, P

(WIDTH VARIES, AS WIDENED)

(PUBLIC, PAVED ROAD)

DEMOCRAT ROAD

AIRPORT AUTHORITY

MEMPHIS AND SHELBY COUNTY

W

K

Y

BLDG

NCO

BLDG

SERVICE

POWER

ARTCC

ZME

HOUSE

GUARD

TOWER

FACILITY

CARE

INDEPENDENT DRIVE

EACH WORK DAY.

ACCESSIBILITY FOR DAYCARE DELIVERIES AND TRASH DUMPSTER PICKUP AT ALL TIMES. SECURE ACCESS GATES AT THE END OF

BURIED CABLES (UNDERGROUND UTILITIES) MAY RUN THROUGH STAGING AREA AND ELSEWHERE. CONTRACTOR MUST MAINTAIN

SHALL BE NEATLY STORED AND PROTECTED. CONTRACTOR SHALL DO NO DIGGING WITHOUT PRIOR PERMISSION FROM THE COR.

MATERIALS

STORAGE OF CONSTRUCTION MATERIALS AND TRAILERS ON SITE SHALL BE LIMITED TO THE CONSTRUCTION STAGING AREA.9.

VERIFY DAILY THAT THE SEVERE WEATHER PLAN CAN BE IMPLEMENTED.

WEATHER FORECAST. THE CONTRACTOR MUST NOT REMOVE MORE OF THE ROOF THAN CAN BE REPLACED IN A SINGLE SHIFT.

CONTRACTOR AND COR MUST HAVE A DAILY DISCUSSION TO DETERMINE GO/NO GO STATUS FOR ROOF TEAR OFF BASED ON LOCAL 8.

STATES, AND LOCAL CODES AND ORDINANCES DURING THE CONSTRUCTION PHASE OF THIS PROJECT.

STANDARDS OF THE INDUSTRY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MEET ALL FAA ORDERS, FEDERAL, THE CONTRACTOR OF THIS PROJECT SHALL BE QUALIFIED AND FULLY KNOWLEDGEABLE OF THE APPLICABLE CODES AND7.

SPECIFICATIONS.

ALL CONSTRUCTION SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER IN ACCORDANCE WITH THE PLANS AND6.

COORDINATION DRAWINGS.

DICTATE THE FIELD WORK. THE COR SHALL STOP WORK ACTIVITIES IF FIELD WORK DEVIATES FROM THE APPROVED

ENSURE THE COORDINATION DRAWINGS ARE APPROVED BY THE COR PRIOR TO INSTALLATION AND SHALL USE THESE TO

DEVIATION FROM THE DESIGN TO FIT THE NEW INSTALLATION TO THE ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL

AND COMPONENTS WITHIN THE SPACE AND THE BUILDING ELEMENTS. INDICATE IN THE COORDINATION DRAWINGS ANY

COORDINATION DRAWINGS SHALL INDICATE DIMENSIONS, DISTANCES, AND ELEVATIONS THAT RELATE TO THE NEW EQUIPMENT

IF REQUESTED BY COR, THE CONTRACTOR SHALL SUBMIT COORDINATION DRAWINGS FOR THE APPROVAL OF THE COR.5.

COR AND AT NO ADDITIONAL COST TO THE FAA.

EQUIPMENT LOCATIONS AND ROUTING OF UTILITIES TO FIT THE CONDITIONS ENCOUNTERED ON SITE ONCE APPROVED BY THE

THE CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY THE EXACT CONDITIONS ON SITE TO ADJUST, OR MODIFY4.

ELECTRICAL/WATER OUTAGES SHALL BE COORDINATED WITH THE COR AT LEAST 10 DAYS IN ADVANCE.

CLOSE (ENERGIZE) ANY VALVE OR CIRCUIT BREAKER AT ANY TIME. WORK REQUIRING PERMANENT, TEMPORARY, OR PARTIAL

ONLY FAA PERSONNEL MAY OPERATE CIRCUIT BREAKERS AND VALVES. THE CONTRACTOR SHALL NOT OPEN (DE-ENERGIZE) OR3.

UNAUTHORIZED OUTAGES OF UTILITY SERVICES MAY CAUSE ACCIDENTS AND/OR LOSS OF LIFE.

FIRE, OR PLUMBING). THIS FACILITY IS AN OPERATIONAL AIR ROUTE TRAFFIC CONTROL CENTER (ARTCC) AND

EXTREME CAUTION MUST BE PRACTICED WHEN WORKING ON ANY OF THE BUILDING UTILITIES (ELECTRICAL, MECHANICAL,2.

PROJECT REQUIREMENTS TO PRODUCE AN ACCEPTABLE PRODUCT FOR THE GOVERNMENT.

CONDITIONS, EQUIPMENT AND MATERIAL SUPPLIERS AND WITH ALLCONFIRM ALL INFORMATION PROVIDED HERE WITH SITE

ENCOUNTERED DURING THE CONSTRUCTION PROCESS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY AND

THESE CONTRACT DRAWINGS ARE SCHEMATIC IN NATURE AND ARE NOT INTENDED TO SHOW ALL POSSIBLE CONDITIONS TO BE1.

zme-18066754-g003

2021-04-21T06:28:12-0400

ANTONIO M COUTO

2021-04-20T14:51:14-0500

LOURI A CALL