36E77619B0013-0001001.pdf

A

B

C

D

II.

E

F

II.

0 ., 17'-10"

I

6'-1"

R.DRAIN

�R.DRAIN

R.D �

46'-0" l:lR.DRAIN

MECH. EQUIP.

OR CURB

7'-9"

170'-0"

76'-1"

ROOF AREA: 11,202 SF +/-

DETAILS ON SHEET AE-103 ARE APPLICABLE FOR

THE EXISTING CONDITIONS FOR THIS PROJECT.

CONTACT ARCHITECT/CCR DURING BIDDING IF A

CONDITION IS NOT COVERED ON AE-103.

ALL EXISTING COPING CAPS MUST BE

CHECKED AND RESECURED IF REQUIRED.

REPAIR ALL COPING JOINTS TO A LIKE NEW

CONDITION.

NEW ROOF WALK-WAY

ROLL (36" WIDE) BY

ROOFING MANUFACTURER

90'-0"

---,---------- SLOPE ROOF TO DRAINS- ----,_

ADD CRICKETS BETWEEN

DRAINS: TYP. ALL LOCATIONS

24'-0"

MECH. EQUIP.

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XXX

44'-0"

(D ROOF PLAN - BLDG. 1

AREA: 12,275 V.I.F 3/32 = 1'

Revisions:

13'-10"

Date:

90'-0"

147'-10"

NORTH

CONSULTANT

22'-2"

ARCHITECT/ENGINEER OF RECORD

A/E:

Paul Lorenz, AIA Salisbury VA

STAMP

6 7 8

ROOF PLAN NOTES

WORK SHALL INVOLVE THE REMOVAL OF THE EXISTING METAL FLASHINGS, GUTTERS/DOWNSPOUTS, PADS/PAYERS, COATINGS, DAMAGE CURBS, PENETRATION BOOTS, CANTS, AND ACCESSORIES DOWN TO THE ROOF DECK AS REQUIRED ... CANT MAY CONTAIN ASBESTOS MATERIALS AND PROPER PRECAUTIONS ARE TO BE TAKEN WHEN REMOVING, ALONG WITH PROPER DISPOSAL. N,ff HOLES OR VOIDS IN THE CONCRETE SHALL BE PATCHED

WITH QUICK DRYING CONCRETE 00. Af3 REQUIRED TO PROVIDE A SUITABLE ROOF DECK FOR THE INSTAUATION OF A NEW KEE ROOFING MEMBRANE. PROVIDE AND INSTALL NEW ROOF BOARD COMPATIBLE WITH KEE ROOFING, AND INSULATION. ALL INSTALLATION PROCEDURES AND PRODUCTS SHALL BE IN ACCORDANCE WITH lHE MANUFACTURER'S WRITTEN RECOMMENDATIONS. #ff ITEM NOT DETAILED SHALL BE CONSTRUCTED IN A METHOD APPROVED BY NRCAAND THE ROOFING SYSTEM MANUFACTURER. ANY ELECTRICAL OR MECHANICAL WORK REQUIRED FOR THIS WORK SHALL BE lHE RESPONSIBILITY OF THE CONTRACTOR. CCNTRACTOR TO PROVIDE A 72 HOUR NOTICE REGARDING Af.JV LJTILITY INTERRUPTIONS.

CONTRACTOR TO REMOVE EXISTING UNUSED CURBS. IF DECK PENETRATIONS OR DUCT PENETRATIONS ARE LESS lHAN 'l IN EllHER DIRECTION COVER OPENING WITH¾" STEEL PLATE ANCHORED TO DECK AND COVER WITH NEW INSULATION/MEMBRANE. IF OPENINGS EXCEED 'Z IN EITHER DIRECTION PROVIDE AND INSTALL NEW CURBS AND METAL COVER 'CAP'. SEE DETAILS lHIS SHEET.

EXISTING A.ASHING (TO INCLUDE FLASHING BETWEEN WALLSJROOF) TO BE INSPECTED AS TO ITS COMPATIBILITY AND SUITABILITY WllH KEE ROOFING. FL.ASHING AS PART OF lHIS PROJECT SHALL ALSO BE WARRANTED.

DO NOT USE 'PITCH POCKET OR 'SEALANT POCKIT IN LIEU OF BASE FLASHINGS; USE UQUIO APPLIED OR CAP/BOOT FLASHINGS.

DO NOT TERMINATE BASE A.ASHING OR MEMBRANE EDGE EXPOSED IN REGLErS ON HORIZONTAL OR SLOPED WASH SURFACES, TERMINATE ONLY UNDER CAP FLASHING OR COPING COVERS.

PLACE KEE WALK PADS (3' WIDE) AROUND ALL ROOF MOUNTED MECH. EQUIPMENT EXCEPT FOR FANS/ETC. LESS lHAN 3' SQUARE.

PROVIDE ENCLOSED DUST CHLJTES WITH CONTROL GATES FROM THE ROOF TO CARRY DEBRIS TO DUMPSTER OR TRUCK AND TO GOVERN lHE FLOW OF DEBRIS.

FURNISH ANO INSTALL NEW TAPERED ROOF INSULATION TO CREATE POSITIVE SLOPE TO EXISTING ROOF DRAINS. MAINTAIN A MINIMUM OF 1-1/2 INCHES OF INSULATION IN All AREAS. DRAWING SHOWN DOES NOT INDICATE ALL ROOF SLOPES AND CRICKETS. IT IS THE RESPONSIBILITY OF THE ROOF CONTRACTOR TO PROVIDE A ROOF PLAN DEPICTING PROPER SLCf'ES WITH OUT AREAS lHAT WOULD CREATE BIRDBAlHS. INSULATION

SLOPES TO CREATE A 'SUMP' AROUND EXISTING DRAINS.

lHICKNESS OF ANY NEW/REPLACEMENT INSULATION SHALL MATCH EXISTING.

CONTRACTOR TO INSURE ALL EXISTING ROOF DRAINS FUNCTION AS REQUIRED. CONTRACTOR IS RESPONSIBLE TO CLEARAf>N DRAIN OR LEADER OBSTRUCllONS.

NOT ALL MECHANICAL EQUIPMENT, VENTS, PIPES, FANS, ETC. ARE SHOWN. ROOFING CCNTRACTOR IS RESPONSIBLE FOR THE PROPER INSTALLATION, REPLACEMENT AND OR REWORK OF FL.ASHING, VENTS, CURBS, STACKS, ANO ROOFING FOR/ON All EXISTING MECHANICAL EQUIPMENT.

WHERE EXISTING, THE LIGHTNING PROTECTION SYSTEM IS UL CERTIFIED; ANY MODIFICATIONS TO THE EXISTING SYSTEM SHALL BE DONE BY A CERTlFIED LIGHTNING PROTECTlON PROFESSIONAL IN ORDER TO MAINTAIN lHE UL CERTIFICATION.

CONTRACTOR SHALL PROVIDE ALL EQUIPMENT, LABOR AND MATERIALS TO REMOVE, RELOCATE, OR TEMPORARILY SUPPORT ALL EXISTlNG EQUIPMENT TOAI..LOW FOR ROOFING OPERATIONS.

LAY-DOWN AREA TBD. ALL LAWN/TURF SHALL BE REPAIRED BACK TO ORIGINAL CONDmON AT lHE END OF CONSTRUCTION. ANY BUILDING DAMAGES SHALL BE REPAIRED BACK TO 00.IGINAL CONDITION. ALL STORAGE AREAS SHALL BE PROTECTED BY AN ENCLOSED CHAIN LINK FENCE \o\'ITH A LOCK. ALL LADDERS AND LIFT EQUIPMENT SHALL BE DOWN AND SECURED WHEN NOT IN USE. THE SAFETY OF VETERANS, STAFF AND VISITORS MUST BE ASSURED AT All llMES.

PROVIDE AND INSTALL WALK PADS/PATHS TO PROVIDE A COMPLET E WALK PATH TO AND AROUND EACH AHU, CHILLER, FANS, E TC

Drawing Title Phase

Office of Construction BLDG. 1 ROOF PLAN BID DOCUMENTS and Facilities Management Approved: Project Director

VA

U.S. Department of Veterans Affairs

Project Title

ROOF REPLACEMENT:

BLDGS.1, 3, &4

I Location • Salisbury VA: Salisbury, NC I Issue Date Checked

3.4.19 Chkd By EJ

il:L ______________________________________ .'.:::======================--======================::::'...'.==========::::'...-------------=======================::'..'.::================'...::::======='...::::===='..'.:::==

VA FORM 08 - 6231

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Project Number 659-19-102

Building Number

BLDG.1, 3, &4

Drawing Number

AE-100

B

C

D

E

F

N

N

1 2

39•.5• 31'-0"

R.DRAIN

53'-10 11/16"

ROOF AREA: 19,000 SF+/-

DETAILS ON SHEET AE-103 ARE APPLICABLE FOR

THE EXISTING CONDITIONS FOR THIS PROJECT.

CONT ACT ARCHITECT/CCR DURING BIDDING IF A

CONDITION IS NOT COVERED ON AE-103,

ALL EXISTING COPING CAPS MUST BE CHECKED

AND RESECURED IF REQUIRED. REPAIR

ALL COPING JOINTS TO A LIKE NEW CONDITION

11 '-1 : .4"

318'-6"

68'-4 1/8"

,. 38'-u" I, 12'- 3/a•

54'-2 3/8"

30'-2 15/16"

R.DRAIN

�-----------------� R.DRJ 1iN , OR.DRAIN OR.DRAIN SCUPPER= 0

R.DRAIN R.D�I� Q 0

---------- I! --;:1f_·�t-::_-=,-- SLOPE ROOF TO DRAINS

.,, ADD CRICKETS BETWEEN

DRAINS: TYP. ALL LOCATIONS

MECH. EQUIP, NEW ROOF WALK-WAY__/

ROLL (38" WIDE) BY

ROOFING MANUFACTURER

MECH. EQUIP. I

� "" ' I

'i= ��= = = = = = = ==;:.,:=== =ir7r== = = =��� = = = = = = = =r7L'i=\'.-__L_, 0 R.D�N "" MEcH. EQ u _1P_.

r. scuPPER L

"--NEW ROOF WALK-WAY

f f-

SCUPPE

R.DRAIN

I

ROLL (36" WIDE) BY

ROOFING MANUFACTURER

ROOFDRAINQ

SCUPPER

' I I

I/

R.DRAIN

SCUPPER

I/

I I ;;I;-

SLOPE ROOF TO __,

DRAINS- w

ADD CRICKETS

BETWEEN 0

DRAINS: TYP. ALL ' w /

LOCATIONS

r R.DRAIN

49'-2" 32'-2" 55'-6 3/8"

(D ROOF PLAN - BLDG. 3

AREA: 22,935 SF V.I.F. ¾211 = 1 '-0

I ROOF PLAN NOTES I

WCRK SHALL INVOLVE THE REMOVAL OF THE EXISTING METAL FLASHINGS, GlJTTERS/DOWNSPOlJTS, PADS/PAVERS, COATINGS, DAMAGE CURBS, PENETRATION BOOTS, CANTS, AND ACCESSORIES DOWN TO lHE ROOF DECK AS REQUIRED ... CANT MAY CONTAIN ASBESTOS MATERIALS AND PROPER PRECAUTIONS ARE TO BE TAKEN WHEN REMOVING, ALONG Vv1TH PROPER DISPOSAL.. ANY HOLES OR VOIDS IN lHE CONCRETE SHALL BE PATCHED WITH QUICK DRYING CONCRETE OR AS REQUIRED TO PROVIDE A SUITABLE ROOF DECK FOR THE INSTAI..LATION OF A NEW KEE ROOFING MEMBRANE. PRO\IIDE AND INSTALL NEW ROOF BOARD COMPATIBLE Vv1TH KEE ROOFING, AND INSULATION. All INSTALLATION PROCEDURES AND PRODUCTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN RECOMMENDATIONS. ANY ITEM NOT DETAILED SHALL BE CONSTRUCTED IN A METHOD /IPPROVED BY NRCAAND THE ROOFING SYSTEM MANUFACTURER ANY 8.ECTRICAL OR MECHANICAL WORK REQUIRED FOR THIS WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR TO

PROVIDE A 72 HOUR NOTICE REGARDING N-'.Y UTILITY INTERRUPTIONS.

CONTRACTOR TO REMOVE EXISTING UNUSED CURBS. IF DECK PENETRATIONS OR DUCT PENE'TRATIONS ARE LESS THAN 2' IN EITHER DIRECTION COVER OPENING WITH¾" STEEL PLATE ANCHORED TO DECK AND COVER WITH NEW INSULATION/MEMBRANE. IF OPENINGS EXCEED 2' IN EITHER DIRECTION PROVIDE AND INSTALL NEW CURBS AND METAL COVER 'CAP'. SEE DETAILS lHIS SHEET, EXISTING FLASHING (TO INCLUDE FLASHING BETWEEN WALLS/ROOF) TO BE INSPECTED AS TO ITS COMPATIBILITY AND SUITABILITY WITH KEE ROOFING. FLASHING AS PART OF THIS PROJECT SHALL ALSO BE WARRANTED.

DO NOT USE 'PITCH POCKET' OR 'SEALANT POCKET' IN LIEU OF BASE FLASHINGS; USE LIQUID APPLIED OR CAP/BOOT FLASHINGS.

DO NOT TERMINATE BASE FLASHING OR MEMBRANE EDGE EXPOSED IN REG LETS ON HORIZONTAL OR SLOPED WASH SURFACES, TERMINATE ONLY UNDER CAP FLASHING OR COPING COVERS.

PLACE KEE WALK PADS (3' WIDE) AROUND ALL ROOF MOUNTED MECH. EQUIPMENT EXCEPT FOR FANS/ETC. LESS THAN 3' SQUARE.

PROVIDE ENCLOSED DUST CHUTES WITH CONTROL GATES FROM THE ROOF TO CARRY DEBRIS TO DUMPSTER OR TRUCK AND TO GOVERN THE FLOW OF DEBRIS.

FURNISH AND INSTALL NEW TAPERED ROOF INSULATION TO CREATE POSITIVE SLOPE TO EXISTlNG ROOF DRAINS. MAINTAIN A MINIMUM OF 1-1/2 INCHES OF INSULATION IN ALl AREAS. DRAWING SHOWN DOES NOT INDICATE ALL ROOF SLOPES AND CRICKETS. IT IS THE RESPONSIBILITY OF THE ROOF CONTRACTOR TO PROVIDE A ROOF PLAN DEPICTING PROPER SLOPES WITH OUT AREAS THAT WOULD CREATE BIRDBATHS. INSULATION

SLOPES TO CREATE A 'SUMP' AROUND EXISTING DRAINS.

THICKNESS OF ANY NEW/REPLACEMENT INSULATION SHALL MATCH EXISTING.

CONTRACTOR TO INSURE ALL EXISTING ROOF DRAINS FUNCTION AS REQUIRED. CONTRACTOR IS RESPONSIBLE TO CLEARPN'(DRAIN OR LEADER OBSTRUCTIONS.

NOT ALL MECHANICAL EQUIPMENT, VENTS, PIPES, FANS, ETC. ARE SHOWN. ROOFING CONTRACTOR IS RESPONSIBLE FOR THE PROPER INSTALLATION, REPI..ACEtviENT AND OR REWORK OF FLASHING, VENTS, CURBS, STACKS, AND ROOFING FOR/ON ALL EXISTING MECHANICAL EQUIPMENT.

WHERE EXISTING, THE LIGHTNING PROTECTION SYSTEM IS UL CERTIFIED; ANY MODIFICATIONS TO THE EXISTING SYSTEM SHALL BE DONE BY A CERTIFIED LIGHTNING PROTECTION PROFESSIONAL IN ORDER TO MAINTAIN

THE UL CERTIFICATION.

CONTRACTOR SHALL PROVIDE All EQUIPMENT, LABOR AND MATERIALS TO REMOVE, RELOCATE, OR TEMPORARILY SUPPORT ALL EXISTING EQUIPMENT TO ALLOW FOR ROOFING OPERATIONS.

LAY-DOWN AREA lBD. ALL LAWN/TURF SHALL BE REPAIRED BACK TO ORIGINAL CONDITION AT THE END OF CONSTRUCTION. ANY BUILDING DAMAGES SHALL BE REPAIRED BACK TO ORIGINAL CONDITION, ALL STORAGE AREAS SHALL BE PROTECTED BY AN ENCLOSED CHAIN LINK FENCE WITH A LOCK. ALL LADDERS AND LIFT EQUIPMENT SHALL BE DOWN AND SECURED WHEN NOT IN USE. THE SAFETYOF VETERANS, STAFF AND VISITORS MUST BE ASSURED AT All TIMES.

PROVIDE AND INSTALL WALK PADS/PATHS TO PROVIDE A COMPLETE WALK PATH TO AND AROUND EACH AHU, C HILLER, FANS, E TC

SLOPE ROOF TO DRAINS

ADD CRICKETS BETWEEN

DRAINS: TYP. ALL LOCATIONS

B, !RAIN

43'-2"

R.DRAIN �--�

�---------------------"'::>'-SL PE' OOF TO DRAINS----�-----------,RU.DRAIN

<o ROLL (36" WIDE) BY

NEW ROOF WALK-WAY

� ROOFING MANUFACTURER

AD CR CKETS BETWEEN

DR,lrt�S; TYP. ALL LOCATIONS

I / i==1== = = = = = =r= ==ii-7r==

==:==::;== = ==r= = = = = ==i'

R.DRAIN Q

/ _ MECH. EQUIP.

55'-9 1/16"

SLOPE ROOF TO

DRAINS-ADD

CRICKETS BETWEEN

DRAINS: TYP. ALL

LOCATIONS

t: SCUPPER

CJ

MECH. EQUIP.

QI .D• "N

31'·9 5/8"

NORTH

_ SCUPPER

QR.DRAIN

t----�I l� _____________ J __ ..,.

50'-10 15/16"

CONSULTANT ARCHITECT/ENGINEER OF RECORD

Drawing Title Phase

STAMP Office of

JOO(

Revisions: Date:

A/E:

Paul Lorenz, AIA Salisbury VA

Construction BLDG. 3 ROOF PLAN BID DOCUMENTS and Facilities Management Approved: Project Director

VA

U.S. Department of Veterans Affairs

Project Title

ROOF REPLACEMENT:

BLDGS. 1, 3, & 4

Location • Salisbury VA: Salisbury, NC

3.4.19 Chkd By

.:L __________________________________ '::::::===================::'..'::::===================='=========='-----------'==========================================='-= l lssue Date

I Checked

VA FORM 08 - 6231

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Project Number

659-19-102 Building Number

BLDG.1, 3, &4

I

E:J Drawing Number

AE-101

B

C

D

E

F

OR.DRAIN

SLOPE ROOF TO DRAINS

ADD CRICKETS BETWEEN

DRAINS: TYP, ALL LOCATIONS

OR.DRAIN

I I

SCUPPER

,CLIPPER=

32'-2"

__ .\1 __ R.DRAIN

55'-6 3/8"

ROOF AREA: 19,800 SF+/-

DETAILS ON SHEET AE-103 ARE APPLICABLE FOR

THE EXISTING CONDITIONS FOR THIS PROJECT,

CONT ACT ARCHITECT/CCR DURING BIDDING IF A

CONDITION IS NOT COVERED ON AE-103,

ALL EXISTING COPING CAPS MUST BE CHECKED

AND RESECURED IF REQUIRED. REPAIR ALL

COPING JOINTS TO A LIKE NEW CONDITION.

R.DRAIN

__ ,__ ___ SLOPE ROOF TO DRAINS----�

---- ADD CRICKETS BETWEEN

C----------- DRAINS: TYP. ALL LOCATIONS

@I .DRAIN

SCUPF'ER, -

r,..----�-----------------�---1----�-·�,��---

'i1---------���r-�--------../-"-�------1---1--1·

�NEW ROOF WALK-WAY/

R.DRAIN0)

39'-6" 31'-0"

(D ROOF PLAN - BLDG. 4

AREA: 22,000 SF V.I.F. ¾2" = 1'-0

ROLL (36" WIDE) BY

ROOFING MANUFACTURER

R.DRAIN

53'-10 11/16"

R.DRAIN

l '

0 R.DRAIN

OR.DRAIN

218'-51/16"

43'-2"

R.DRAIN

O

I I

SCUPPER

NEW ROOF WALK-WAY

ROLL {36" WIDE} BY

ROOFING MANUFACTURER

R.DRAIN

55'-9 1/16"

0 • ' R.DHAl�I

31'-9 5/8"

- SCUPPER

SCUPPER

>-",.-'------'----I--- SLOPE ROOF TC• DRAINS• --++---J=I--<:

[D

ADD CRICKETS l:IETWEEN DRAINS: TYi>. ALL LOCATIONS

'1----------,'---------------1"'-c-------------------..

�NEW ROOF WALK-WAY

� ROLL (36" WIDE) BY

ROOFING MANUFACTURER

I I�------------� __ _,._

R.DRAIN

SLOPE ROOF TO DRAINS

ADD CRICKETS BETWEEN

DRAINS: TYP. ALL LOCATIONS

R.DRAINo

SCUPPERC:: OR.DRAIN OR.DRAIN

38'-6" l '

68'-4 1/8"

318'-6"

NORTH

OR.DRAIN

30'-2 15/16" 41'-3 15/16"

ROOF PLAN NOTES

WORK SHALL INVOLVE THE RE"40VAL OF THE EXISTING METAL FLASHINGS, GlJTTERSIOOWNSPOUTS, PADSJPAVERS, COATINGS, DAMAGE CURBS, PENETRATION BOOTS, CANTS, AND ACCESSORIES DOWN TO THE ROOF DECK

AS REQUIRED. •• CANT MAY CONTAIN ASBESTOS MATERIALS AND PROPER PRECALTTIONS ARE TO BE TAKEN WHEN REMOVING, ALONG WITH PROPER DISPOSAL. ANY HO..ES OR VOIDS IN THE CONCRETE SHALL BE PATCHED

WITH QUICK DRYING CONCRETE OR AS REQUIRED TO PROVIDE A SUITABLE ROOF DECK FOR THE INSTALLATION OF A NEW KEE ROOFING MEMBRANE. PROVIDE AND INSTALL NEW ROOF BOARD CCXIIIPATIBI..E WITH KEE

ROOFING, AND INSULATION. ALL INSTALLATION PROCEDURES AND PRODUCTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN RECCXIIIMENDATIONS. ANY ITEM NOT DETAILED SHALL BE CONSTRUCTED IN

A METHOD APPROVED BY NRCA AND THE ROOFING SYSTEM MANUFACT\JRER. ANY ELECTRICAL OR MECHANICAL WORK REQUIRED FOR THIS WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR TO

PROVIDE A 72 HOUR NOTICE REGARDING ANY UTILITY INTERRUPTIONS.

CONTRACTOR TO REMOVE EXISTING UNUSEO CURBS. IF DECK PENETRATIONS OR OUCT PENETRATIONS ARE LESS THAN 2' IN EITHER DIRECTION COVER OPENING WITH¾" STEEL PLATE ANCHORED TO OECK ANO COVER WITH NEW INSULATION/MEMBRANE. IF OPENINGS EXCEED 2' IN EITHER DIRECTION PROVIDE AND INSTALL NEW CURBS AND METAL COVER 'CAP'. SEE DETAILS THIS SHEET.

EXISTING FLASHING (TO INCWDE FL.ASHING BETWEEN WALLSJROOF) TO BE INSPECTED AS TO ITS COMPATIBILITY AND SUITABILITY WITH KEE ROOFING. FLASHING AS PART OF THIS PROJECT SHALL ALSO BE WARRANTED.

DO NOT USE 'PITCH POCKIT OR 'SEALANT POCKET' IN LIEU OF BASE FLASHINGS; USE LIQUID APPLIED OR CAP/BOOT FLASHINGS.

DO NOT TERMINATE BASE FLASHING OR MEMBRANE EDGE EXPOSED IN REG..ETS ON HORIZONTAL OR SLOPED WASH SURFACES, TERMINATE ONLY UNDER C/1,P FLASHING OR COPING COVERS.

PLACE KEE WALK PADS (3' WIDE) AROUND ALL ROOF MOUNTED MECH. EQUIPMENT EXCEPT FOR FANS/ETC. LESS THAN 3' SQUARE.

PROVIDE ENCLOSED DUST CHUTES WITH CONTROL GATES FROM THE ROOF TO CARRY DEBRIS TO DUMPSTER OR TRUCK AND TO GOVERN THE FLOW OF DEBRIS.

FURNISH AND INSTALL NEW T.APERED ROOF INSULATION TO CREATE POSITIVE SLOPE TO EXISTING ROOF DRAINS. MAINTAIN A MINIMUM OF 1-112 INCHES OF INSULATION IN ALL AREAS. DRAWING SHOWN DOES NOT INDICATE ALL ROOF SLOPES AND CRICKETS. IT IS THE RESPONSIBILITY OF THE ROOF CONTRACTOR TO PROVIDE A ROOF PLAN DEPICTING PROPER SLOPES WITH OUT AREAS THAT WOULD CREATE BIRDBATHS. INSULATION

SLOPES TO CREATE A 'SUMP' AROUND EXISTING DRAINS.

THICKNESS OF N-N NEW/REPLACEMENT INSULATION SHALL MATCH EXISTING.

CONTRACTOR TO INSURE ALL EXISTING ROOF DRAINS FUNCTION AS REQUIRED. CONTRACTOR IS RESPONSIBLE TO a.EAR ANY DRAIN OR LEADER OBSTRUCTIONS.

NOT ALL MECHANICAL EQUIPMENT, VENTS, PIPES, FANS, ETC. ARE SHOl/vN. ROOFING CONTRACTOR IS RESPONSIBLE FOR THE PROPER INSTAllATION, REPLACEMENT AND OR REWORK OF FL.ASHING, VENTS, CURBS, STACKS, AND ROOFING FOR/ON ALL EXISTING MECHANICAL EQUIPMENT.

WHERE EXISTING, THE LIGHTNING PROTECTION SYSTEM 15 UL CERTIFIED; ANY MODIFICAllONS TO THE EXISTING SYSTEM SHALl BE DONE BY A CERTIFIED LIGHTNING PROTECTION PROFESSIONAL IN ORDER TO MDIINTAIN

THE UL CERTIFICATION.

CONTRACTOR SHALL PROVIDE ALL EQUIPMENT, LABOR AND MATERIALS TO REMOVE, RELOCATE, OR TEMPORARILY SUPPORT All EXISTING EQUIPMENT TO ALLOW FOR ROOFING OPERATIONS.

LAY-DOWN AREA TBD. ALL LAWN/TURF SHALL BE REPAIRED BACK TO ORIGINAL CONDITION AT THE END OF CONSTRUCTION. AN'f BUILDING DAMAGES SHALL BE REPAIRED BACK TO ORIGINAL CONDITION. ALL STORAGE AREAS SHALL BE PROTECTED BY AN ENCLOSED CHAIN LINK FENCE WITH A LOCK All LADDERS AND LIFT EQUIPMENT SHALL BE OOWN AND SECURED WHEN NOT IN USE. THE SAFETY OF VETERANS, STAFF AND VISITORS

MUST BE ASSURED AT ALL TIMES.

PROVIDE AND INSTALL WALK PADS/PATHS TO PROVIDE A COMPLETE WALK PATH TO AND AROUND EACH AHU, CHILLER, FANS, ETC

CONSULTANT ARCHITECT/ENGINEER OF RECORD

Drawing TiUe Phase

STAMP Office of

XXX

Revisions: Date:

A/E:

Paul Lorenz, AIA Salisbury VA

Construction BLDG. 4 ROOF PLAN BID DOCUMENTS and Facilities Management Approved: Project Director

VA

U.S. Department of Veterans Affairs

Project Tille

ROOF REPLACEMENT:

BLDGS. 1, 3, & 4

Location

Salisbury VA: Salisbury, NC Issue Date Checked

3.4.19 Chkd By E:J

.:L __________________________________ '::::::===================::'.'::::===================='=========='-----------'==========================================='-'====::'.'::::==

VA FORM OB - 6231

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Project Number

659-19-102 Building Number

BLDG.1, 3, &4

Drawing Number

AE-102