ARFQ 0608 DCR2600000097 - Exhibit B - Contract Drawings.pdf
PDF 4 MB Posted
- Attached to
- Roof Replacement Project
- Solicitation number
- ARFQ 0608 DCR2600000097 1
- Issued by
- Mineral County, West Virginia
About this file
This document is a set of contract drawings and exhibits for a roof replacement project at Stevens Correctional Center and Jail in Welch, West Virginia, prepared for the West Virginia Division of Corrections and Rehabilitation under ARFQ 0608 DCR2600000097. The project scope includes removal and replacement of existing roof systems across multiple sections of the facility (Sections A through M) with a 2-ply modified bitumen roof system. Work includes removal of existing roof membrane, rock ballast, flashings, coping, and insulation down to the metal and concrete decking; installation of tapered insulation systems achieving R-30 average with minimum 1/4:12 slope; installation of 1/2-inch gypsum coverboard; installation of modified bitumen base and cap sheets with cold adhesive; installation of new flashings, metal coping, scuppers, and downspouts; application of coal-tar flood coat with aggregate surfacing; and provision of manufacturer warranty upon completion. The drawings include overall campus roof plans, detailed flashing specifications for various penetrations and conditions (drains, stacks, vents, equipment supports, hatches, through-wall penetrations), and roof plan sections with specific dimensions and locations of work.
The roofing contractor is responsible for field verification of all existing conditions, dimensions, and quantities prior to commencement of work; maintaining water tightness throughout construction; protecting adjacent surfaces and repairing any damage at no additional cost to the owner; coordinating work with other trades; employing certified mechanical and electrical contractors for equipment disconnection and reconnection with system testing and certification; raising all curbs and equipment to meet manufacturer flashing requirements; installing fall protection barriers around rooftop units as specified; and verifying that all roof drains and drain piping are clear and unplugged at project completion with camera scoping of drain lines. The document specifies adhesive application patterns varying by zone (12-inch, 6-inch, or 4-inch on-center spacing depending on uplift zones), three-course mastic application to vertical flashing seams with aluminized reflective coating, and compliance with FM approvals confirmed through Garland Engineering Services.
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WEST VIRGINIA
DIVISION OF CORRECTIONS AND REHABILITATION
COVER
PAGE
A-1
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THE INFORMATION CONTAINED
HEREIN IS OF A PROPRIETARY
NATURE AND IS SUBMITTED IN
CONFIDENCE FOR USE BY THE
CLIENTS APPROVED BY THE
ORIGINATOR OF THIS
DOCUMENT ONLY. THE USE OF
THESE DOCUMENTS FOR ANY
OTHER PROJECTS, PURPOSE,
LOCATION, PUBLICATION,
REPRODUCTION OR
DISTRIBUTION IN WHOLE OR
PART, BY ANY INDIVIDUAL OR
ORGANIZATION WITHOUT
WRITTEN PERMISSION THE
ORIGINATING COMPANY IS
PROHIBITED. THE INFORMATION
HEREIN REMAINS THE
PROPERTY AND ITS USE OR
DISCLOSURE TO OTHERS IS
PROHIBITED FOR ANY USE NOT
AUTHORIZED BY THE
ORIGINATING COMPANY.
SHEET NO.
NO.
SHEET TITLE:
DATE REVISION DESCRIP
0 02/28/26 INTIAL ISSUE
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01SITE MAP DRAWING INDEX LOCATION MAP
ROOF AREAS IN
PROJECT SCOPE
A-1 COVER PAGE
B-1 OVERALL ROOF PLAN
B-2 ROOF DETAILS
B-3 ROOF DETAILS
C-1 ROOF PLAN - SECTIONS 'A', 'B', 'C' & 'D'
C-2 ROOF PLAN - SECTIONS 'E', 'F', 'G', 'H', 'I', 'J', 'K', 'L' & 'M'
E
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C D
STEVENS CORRECTIONAL CENTER AND JAIL
ROOF REPLACEMENT PROJECT
ARFQ 0608 DCR2600000097
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A N
D R
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B
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A
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THE INFORMATION CONTAINED
HEREIN IS OF A PROPRIETARY
NATURE AND IS SUBMITTED IN
CONFIDENCE FOR USE BY THE
CLIENTS APPROVED BY THE
ORIGINATOR OF THIS
DOCUMENT ONLY. THE USE OF
THESE DOCUMENTS FOR ANY
OTHER PROJECTS, PURPOSE,
LOCATION, PUBLICATION,
REPRODUCTION OR
DISTRIBUTION IN WHOLE OR
PART, BY ANY INDIVIDUAL OR
ORGANIZATION WITHOUT
WRITTEN PERMISSION THE
ORIGINATING COMPANY IS
PROHIBITED. THE INFORMATION
HEREIN REMAINS THE
PROPERTY AND ITS USE OR
DISCLOSURE TO OTHERS IS
PROHIBITED FOR ANY USE NOT
AUTHORIZED BY THE
ORIGINATING COMPANY.
SHEET NO.
NO.
SHEET TITLE:
DATE REVISION DESCRIP
0 02/28/26 INTIAL ISSUE
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OVERALL CAMPUS ROOF PLAN
SCALE: 1/32" = 1'-0"
B-1
OVERALL ROOF
PLAN
B-1
1.) IT IS THE ROOFING CONTRACTOR'S RESPONSIBILITY TO FAMILIARIZE THEMSELVES WITH ALL DETAILS INVOLVED IN THE ROOFING
CONTRACT.
2.) ALL DRAWINGS ARE GRAPHIC REPRESENTATION OF APPROXIMATE LOCATIONS OF EXISTING AND NEW MATERIALS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK.
3.) ROOFING CONTRACTOR TO PROTECT ALL ADJACENT SURFACES NOT SCHEDULED FOR WORK AND TO REPAIR ANY DAMAGED AREAS AS A
RESULT OF CONTRACTOR WORK AT NO ADDITIONAL COST TO THE OWNER.
4.) ROOFING CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN WATER TIGHTNESS AND PROVIDE PROTECTION AT ANY/ALL OPENINGS IN
THE ROOF LEFT AT THE END OF EACH CONSTRUCTION DAY.
5.) ROOFING CONTRACTOR TO VERIFY AT THE SITE THAT ALL ROOF DRAINS AND DRAIN PIPING ARE UNPLUGGED AND CLEAR AT THE COMPLETION OF THE PROJECT. ALL DRAIN LINES TO BE CAMERA SCOPED PRIOR TO COMPLETION OF PROJECT.
6.) CONTRACTOR TO REMOVE ANY OBSTACLES DURING ROOF REPLACEMENT AND REINSTALL AFTER NEW ROOFING HAS BEEN COMPLETED.
7.) CONTRACTOR SHALL NOT STORE OR STOCKPILE DEMOLISHED MATERIALS ON THE ROOF DURING CONSTRUCTION.
8.) THE JOB SITE SHALL BE MAINTAINED IN A REASONABLY NEAT AND ORDERLY CONDITION AND KEPT FREE FROM ACCUMULATIONS OF
WASTE MATERIALS AND RUBBISH DURING THE ENTIRE CONSTRUCTION PERIOD.
9.) CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, CONDITIONS AND QUANTITIES.
10.) ALL CONTRACTORS, BOTH PRIME AND SUB, SHALL COORDINATE THEIR WORK WITH ALL ADJACENT WORK AND SHALL COOPERATE WITH ALL OTHER TRADES SO AS TO FACILITATE THE GENERAL PROGRESS OF THE WORK, AND TO AVOID CONFLICT. NO COMPENSATION WILL BE GIVEN FOR FAILURE OF CONTRACTOR TO COORDINATE THEIR CONTRACT WORK WITH ADJACENT TRADES.
11.) THE DRAWINGS SHOWN, COVERING EXISTING CONDITIONS, HAVE BEEN PREPARED FROM THE BEST INFORMATION AVAILABLE. ACTUAL
CONDITIONS MAY VARY.
12.) PROVIDE TEMPORARY WEATHER PROTECION DURING INTERVAL BETWEEN REMOVAL OF EXISTING ITEMS AND INSTALLATION OF NEW ITEMS TO INSURE THAT NO WATER LEAKAGE OR DAMAGE OCCURS TO THE EXISTING STRUCTURE OR BUILDING INTERIOR.
13.) ROOF CONTRACTOR IS RESPONSIBLE FOR RAISING CURBS, MECHANICAL EQUIPMENT, EQUIPMENT SUPPORTS, PLUMBING STACKS, DRAIN SCUPPERS, AND PERIMETER BLOCKING TO PROVIDE SUFFICIENT FLASHING HEIGHT TO MEET MANUFACTURER ’ S REQUIREMENTS AND
ACCOMMODATE NEW INSULATION THICKNESS.
14.) ROOFING CONTRACTOR TO EMPLOY A CERTIFIED MECHANICAL CONTRACTOR TO REMOVE AND REINSTALL MECHANICAL EQUIPMENT AND
RECHARGE SYSTEMS AS REQUIRED. TEST AND CERTIFY OPERATION OF EQUIPMENT.
15.) ROOFING CONTRACTOR TO EMPLOY A CERTIFIED ELECTRICAL CONTRACTOR TO DISCONNECT AND RECONNECT ALL POWER LINES AND
DEVIECS AS REQUIRED. TEST AND CERTIFY OPERATION OF EQUIPMENT.
16.) ALL TAPERED CRICKETS AND SADDLES TO BE CONSTRUCTED WITH A L/W RATIO OF 3:1.
17.) THE FULL SPECIFICATION AND DRAWING SET TO BE KEPT ON-SITE, HARDCOPY OR DIGITAL, THROUGHOUT THE PROJECT.
18.) USE OF PROVIDED TAPERED INSULATION LAYOUTS CONFIRMS AGREEMENT WITH DESIGN. ADDITIONAL TAPERED PANELS MAY BE
NECESSARY TO DIVERT RUNOFF AROUND UNITS OR OTHER ROOFTOP OBSTRUCTIONS.
19.) ROOFING CONTRACTOR TO RESTORE CLAMPING RINGS AND STRAINERS, AND REPLACE STUDS AND NUTS ON ALL INTERNAL DRAIN
BOWLS.
GENERAL NOTE:
ROOF PLAN LEGEND:
STANDARD CURB
AC ON SLEEPER
INTERNAL DRAIN
ROOF HATCH
EXHAUST FAN
ROOF LADDER
PIPE PENETRATION
PITCH POCKETP
PP
THROUGH WALL SCUPPER
INSULATION/ COVER BOARD ADHESIVE PATTERNS:
KEY PLAN:
TYPICAL ZONES 2 INSULATION BOARD ADHESIVE PATTERN: 6" OC BEADS PER BOARD
ADHESIVE RIBBON
ENLARGED FOR CLARITY
7 ADHESIVE RIBBONS
EQUALLY SPACED AT 6"
(15.2cm) O.C. (TYP)
TYPICAL ZONES 3 INSULATION BOARD ADHESIVE PATTERN: 4" OC BEADS PER BOARD
ADHESIVE RIBBON
ENLARGED FOR CLARITY
11 ADHESIVE RIBBONS
EQUALLY SPACED AT 4"
(10.2cm) O.C. (TYP)
CONFIRM FM APPROVALS FOR ADHESIVE PATTERNS TO APPROVE DECKS,
INSULATION AND SYSTEM TYPES WITH GARLAND ENGINEERING SERVICES
4 X 4 BOARD PATTERN
TYPICAL ZONES 1 INSULATION BOARD ADHESIVE PATTERN: 12" OC BEADS PER BOARD
ADHESIVE RIBBON
ENLARGED FOR CLARITY
4 ADHESIVE RIBBONS EQUALLY
SPACED AT 12" (30.5cm) O.C. (TYP)
UPLIFT ZONES:
ZONE 1 ZONE 2 ZONE 3
AHU
RTU ROOF TOP UNIT
AIR HANDLING UNIT
ADDITIONAL CAP SHEET PLY
SUPER MAZE RAZOR WIRE
GAS LINE W/ SUPPORTS
N PROJECT OVERVIEW:
CONCRETE DECK
METAL DECK
E
A
F
C D
B
GH
I
J
KL
M
NOT USED
DRAWING REFERENCE NOTES:
ROOF CONTRACTOR TO INSTALL 8'X8' - 1/4:12 DRAIN SUMPS ON ALL SECTIONS UNLESS DICTATED BY SPACE CONSTRAINTS02
NOT USED03
ALL OVERFLOW DRAIN SCUPPERS TO HAVE AN EXTENDED OUTLET 12" PAST THE FACE OF THE OUTER WALL04
FALL PROTECTION BARRIER
SCOPE OF WORK:
A. BASE BID: 2-PLY MODIFIED BITUMEN ROOF REPLACEMENT
1. REMOVE AND DISCARD EXISTING ROOF SYSTEMS INCLUDING ROOF MEMBRANE, ROCK BALLAST, FLASHINGS, COPING, COUNTER-FLASHINGS, AND INSULATION DOWN TO THE EXISTING METAL AND CONCRETE DECKING.
2. RAISE CURBS, PLUMBING STACKS, UTILITY LINES, GAS LINES, DUCT WORK AND EQUIPMENT SUPPORTS TO PROVIDE SUFFICIENT
FLASHING HEIGHT TO MEET MANUFACTURER'S REQUIREMENTS AND ACCOMMODATE NEW INSULATION THICKNESSES.
a. INSTALL FALL PROTECTION BARRIERS AROUND RTU'S AS SHOWN ON THE ROOF PLAN.
3. INSTALL TAPERED INSULATION SYSTEM WITH R-30 AVERAGE ACHIEVING A MINIMUM SLOPE OF ⅛:12 ON ALL ROOF SECTIONS.
a. INSTALL TAPERED CRICKETS, SADDLES AND SUMPS WHERE SPECIFIED ON THE ROOF PLAN.
4. INSTALL ½” GYPSUM COVERBOARD TO INSULATION WITH HIGH-RISE INSULATION ADHESIVE.
5. INSTALL MODIFIED BITUMEN BASE AND CAP SHEETS IN COLD ADHESIVE THROUGHOUT THE FIELD.
6. INSTALL MODIFIED BITUMEN BASE AND MINERAL CAP SHEET FLASHINGS.
a. APPLY THREE-COURSE MASTIC TO ALL VERTICAL FLASHING SEAMS PRIOR TO THE APPLICATION OF THE ALUMINIZED
FLASHING MEMBRANE COATING.
b. CAP FLASHINGS TO RECEIVE TWO COATS OF ALUMINIZED REFLECTIVE COATING.
7. APPLY COAL-TAR FLOOD COAT AND EMBED AGGREGATE ON ALL ROOF SECTIONS.
8. INSTALL NEW SURFACE MOUNTED COUNTER FLASHING, METAL COPING ON ALL PARAPET WALLS COVERING THE EXISTING STONE
CAPS, SCUPPERS, AND DOWNSPOUTS IN THE OWNER'S CHOICE OF COLOR.
9. THE MANUFACTURER'S WARRANTY WILL BE PROVIDED UPON COMPLETION.
DECK NEEDS TO BE VERIFIED
NOTE:
REFERENCE SPECIFICATION FOR
SURFACING, MEMBRANE ADHESIVE TYPE,
AND INSULATION/COVER BOARD TYPE AND
ATTACHMENT METHOD.
STRESSPLY PLUS NON
MINERAL CAP SHEET
BASE PLY
INSULATION GLUED DOWN
1/2" GYPSUM COVERBOARD
ADHERED
CONCRETE DECK
COLD APPLIED
WEATHER KING
SEALANT, REFERENCE SPECIFICATION
COUNTERFLASHING FASTENED @ 8"o.c.
[203mm] MAX. THROUGH BUTYL TAPE
(MIN. 1.5" EMBEDMENT)
SEALANT, REFERENCE SPECIFICATION
TERMINATION BAR FASTENED @ 8"o.c.
MAX. [203mm] THROUGH BUTYL TAPE
CAP FLASHING PLY
9" MIN. [228mm] ON FIELD
BASE FLASHING PLY
6" MIN. [152mm] ON FIELD
MODIFIED MEMBRANE
BASE PLY
INSULATION
COVERBOARD
CANT STRIP
CONCRETE DECK
8" MIN
[203MM]
FLASHING FASTENED
8" O.C. [203MM] -#10 FLATHEAD
METAL CAP SECURED 24" O.C.
[610MM] W/ FASTENERS W/NEOPRENE
WASHERS - 12" PER 12" MIN. SLOPE
CAP FLASHING PLY 9" MIN. [228MM] ON
FIELD - TERMINATE AT TOP OF NAILER,
BUT DO NOT TURN OVER TOP
BASE FLASHING PLY 6" MIN.
[152MM] ON FIELD - WRAP UP AND
OVER NAILERS
MODIFIED MEMBRANE
CONCRETE DECK
CANT STRIP
BASE PLY
INSULATION
COVERBOARD
NOTE:
REFERENCE SPECIFICATION FOR
SURFACING, MEMBRANE ADHESIVE TYPE,
AND INSULATION/COVER BOARD TYPE AND
ATTACHMENT METHOD.
NOTE:
REFERENCE SPECIFICATION FOR
SURFACING, MEMBRANE ADHESIVE TYPE,
AND INSULATION/COVER BOARD TYPE AND
ATTACHMENT METHOD.
METAL COUNTERFLASHING
FASTENED 8" O.C. [203MM] SCREW OR
RIVET TO FLASHING RECEIVER ONLY
MODIFIED MEMBRANE
CONCRETE DECK
CANT STRIP
BASE PLY
INSULATION
COVERBOARD
1"
MIN.
NOTE:
REFERENCE SPECIFICATION FOR
SURFACING, MEMBRANE ADHESIVE TYPE,
AND INSULATION/COVER BOARD TYPE AND
ATTACHMENT METHOD.
BASE OF UNIT EXTENDS 1/2" MINIMUM
[13MM] BEYOND AND DOWN OVER TOP
OF CURB
SEALING MATERIAL-MUST BE
CONTINUOUS ON THE PERIMETER
WOOD NAILER NOMINAL
FLASHING
RECEIVER
8"
MIN
UNIT MOUNTING CURB
4"
MIN.
CAP FLASHING PLY 9" MIN. [228MM] ON
FIELD
BASE FLASHING PLY 6" MIN.
[152MM] ON FIELD
MODIFIED MEMBRANE
BASE PLY
INSULATION
COVERBOARD
TEMPERATURE APPROPRIATE
ELASTOMERIC SEALANT
STORM COLLAR SET
IN MASTIC, PRIME
FLANGE
UMBRELLA
DRAWBAND OR WELD
UMBRELLA TO STACK
HEAT STACK
SEALANT, REFERENCE
SPECIFICATION
NOTE:
REFERENCE SPECIFICATION FOR
SURFACING, MEMBRANE ADHESIVE TYPE,
AND INSULATION/COVER BOARD TYPE AND
ATTACHMENT METHOD.
4" MIN.
[102mm]
12" MIN.
[305mm]
ROLL DOWN FLASHING 1" MIN
[25MM] DOWN INTO PIPE
PLUMBING VENT STACK
MODIFIED MEMBRANE
INSULATION
BASE PLY
SET SOFT METAL FLANGE IN
MASTIC, PRIME FLANGE
BEFORE STRIPPING
CAP FLASHING PLY 9"
MIN. [305MM] ON FIELD
BASE FLASHING PLY 6" MIN.
[152MM] ON FIELD
CONCRETE DECK
NOTE:
REFERENCE SPECIFICATION FOR
SURFACING, MEMBRANE ADHESIVE TYPE,
AND INSULATION/COVER BOARD TYPE AND
ATTACHMENT METHOD.
COVERBOARD
SEAL GAP AROUND
PIPES W/FOAM
8" MIN
[203MM]
SA HIGH TEMP UNDERLAYMENT
SEALANT, REFERENCE
SPECIFICATION
CAP FLASHING PLY 9" MIN. [228MM] ON
FIELD - TERMINATE AT TOP OF NAILER,
BUT DO NOT TURN OVER TOP
BASE FLASHING PLY 6" MIN.
[152MM] ON FIELD - WRAP UP AND
OVER NAILERS
COVERBOARD
ROOF DRAIN
CAP FLASHING PLY
9" MIN. [228mm] ON FIELD
BASE FLASHING PLY
6" MIN. [152mm] ON FIELD
MODIFIED MEMBRANE
BASE PLY
SOFT METAL FLASHING (30" MIN.) SET IN
MASTIC, WRAPPED DOWN 2" MIN., PRIME
TOP SURFACE
LEADER
CAP FLASHING PLY 9" MIN. [228MM] ON
FIELD
BASE FLASHING PLY 6" MIN.
[152MM] ON FIELD
MODIFIED MEMBRANE
BASE PLY
INSULATION
COVERBOARD
DRAWBAND
SEALANT, REFERENCE
SPECIFICATION
NOTE:
REFERENCE SPECIFICATION FOR
SURFACING, MEMBRANE ADHESIVE TYPE,
AND INSULATION/COVER BOARD TYPE AND
ATTACHMENT METHOD.
8" MIN
[203MM]
FLASHING FASTENED
8" O.C. [203MM]
METAL CAP SECURED 24" O.C.
[610MM] W/ FASTENERS W/NEOPRENE
WASHERS
MODIFIED MEMBRANE
CONCRETE DECK
METAL EXHAUST
FAN COVER
BASE PLY
INSULATION
COVERBOARD
NOTE:
REFERENCE SPECIFICATION FOR
SURFACING, MEMBRANE ADHESIVE TYPE,
AND INSULATION/COVER BOARD TYPE AND
ATTACHMENT METHOD.
CAP FLASHING PLY 9" MIN. [228MM] ON
FIELD - TERMINATE AT TOP OF CURB,
BUT DO NOT TURN OVER TOP
BASE FLASHING PLY 6" MIN.
[152MM] ON FIELD - WRAP UP AND
OVER CURBMODIFIED MEMBRANE
METAL CAP SECURED 12" O.C. [305MM] W/
FASTENERS & NEOPRENE WASHERS
CONCRETE DECK
CANT STRIP
BASE PLY
INSULATION
COVERBOARD
PASSIVE AIR/VENT INTAKE
NOTE:
REFERENCE SPECIFICATION FOR
SURFACING, MEMBRANE ADHESIVE TYPE,
AND INSULATION/COVER BOARD TYPE AND
ATTACHMENT METHOD.
FLASHING FASTENED
8" O.C. [203MM]
CAP FLASHING PLY 9" MIN. [228MM] ON
FIELD - TERMINATE AT TOP OF NAILER,
BUT DO NOT TURN OVER TOP
BASE FLASHING PLY 6" MIN.
[152MM] ON FIELD - WRAP UP AND
OVER NAILER4"
MIN.
WATERTIGHT SHEET METAL RAIN
COLLAR OVERLAPPING
PENETRATION POCKET
NON-SHRINK GROUT, 2"
MIN.
POURABLE SEALANT,
2 PART, 2" MIN.
CONCRETE DECK
SEALANT, REFERENCE
SPECIFICATION
SHEET METAL PITCH PAN
SOLDERED/WELDED WATERTIGHT 4"
MIN [102MM] HEIGHT
OPT: WOOD NAILERS; VARIES
DEPENDING UPON SIZE OF
PENETRATION
SEAL GAP AROUND
PIPES W/FOAM
SEAL GAP AROUND
PIPES W/FOAM
CONCRETE DECK
8" MIN
[203MM]
TERMINATION BAR FASTENED @ 8"o.c.
MAX. [203mm] THROUGH BUTYL TAPE
SEALANT, REFERENCE SPECIFICATION
SLOPE= 12:12
INSULATION, FIT
TIGHT TO DRAIN
CONCRETE DECK
NOTE:
REFERENCE SPECIFICATION FOR
SURFACING, MEMBRANE ADHESIVE TYPE,
AND INSULATION/COVER BOARD TYPE AND
ATTACHMENT METHOD.
PREPARE AND PRIME PROJECTION
8" MIN
[203MM]
8" MIN
[203MM]
ATTACH NEW COUNTERFLASHING
W/S.S. RIVETS
MODIFIED MEMBRANE
CONCRETE DECK
EXISTING EQUIPMENT SUPPORT
BASE PLY
INSULATION
COVERBOARD
NOTE:
REFERENCE SPECIFICATION FOR
SURFACING, MEMBRANE ADHESIVE TYPE,
AND INSULATION/COVER BOARD TYPE AND
ATTACHMENT METHOD.
CAP FLASHING PLY 9" MIN. [228MM] ON
FIELD
BASE FLASHING PLY 6" MIN.
[152MM] ON FIELD
TERMINATION BAR FASTENED @ 8"o.c.
MAX. [203mm] THROUGH BUTYL TAPE
SEALANT, REFERENCE SPECIFICATION
DRAIN BOWL & CLAMP
CONNECTION HUB
CAP FLASHING PLY
9" MIN. [228mm] ON FIELD
BASE FLASHING PLY
6" MIN. [152mm] ON FIELD
MODIFIED MEMBRANE
BASE PLY
INSULATION
COVERBOARD, TAPER OPTIONAL
CANT STRIP
CONCRETE DECK
NOTE:
REFERENCE SPECIFICATION FOR SURFACING, MEMBRANE
ADHESIVE TYPE, AND INSULATION/COVER BOARD TYPE AND
ATTACHMENT METHOD.
SEALANT, REFERENCE
SPECIFICATION
INSULATION
CONCRETE DECK
NOTE:
REFERENCE SPECIFICATION FOR SURFACING, MEMBRANE
ADHESIVE TYPE, AND INSULATION/COVER BOARD TYPE AND
ATTACHMENT METHOD.
SEALANT, REFERENCE
SPECIFICATION
METAL FLANGES CONTINUOUSLY
WELDED TO SCUPPER
SHEET METAL SCUPPER WITH
WELDED JOINTS
CAP FLASHING PLY
9" MIN. [228mm] ON FIELD
BASE FLASHING PLY
6" MIN. [152mm] ON FIELD
MODIFIED MEMBRANE
BASE PLY
METAL FLANGES CONTINUOUSLY
WELDED TO SCUPPER
SHEET METAL SCUPPER WITH
WELDED JOINTS
SHEET METAL
CONDUCTOR HEAD
COVERBOARD, TAPER OPTIONAL
CAP FLASHING PLY
9" MIN. [228mm] ON FIELD
BASE FLASHING PLY
6" MIN. [152mm] ON FIELD
MODIFIED MEMBRANE
BASE PLY
INSULATION
COVERBOARD
CANT STRIP
CONCRETE DECK
NOTE:
REFERENCE SPECIFICATION FOR
SURFACING, MEMBRANE ADHESIVE
TYPE, AND INSULATION/COVER
BOARD TYPE AND ATTACHMENT
METHOD.
CAVITY WEEPS
THROUGH-WALL METAL FLASHING
TWO PIECE COUNTERFLASHING
TERMINATION BAR FASTENED @ 8"o.c.
MAX. [203mm] THROUGH BUTYL TAPE
(MIN. 1.5" EMBEDMENT)
THROUGH-WALL MEMBRANE
TERMINATION BAR FASTENED @ 8"o.c.
MAX. [203mm] THROUGH BUTYL TAPE
(MIN. 1.5" EMBEDMENT)
SEALANT, REFERENCE SPECIFICATION
8" MIN
[203MM]
GROUT SOLID
INSULATION
AIR/WATER BARRIER
3" AIR
BARRIER
OVERLAP
AIR/WATER BARRIER
COUNTERFLASHING
TERMINATION BAR FASTENED @ 8"o.c.
MAX. [203mm] THROUGH BUTYL TAPE
(MIN. 1.5" EMBEDMENT)
CAP FLASHING PLY
9" MIN. [228mm] ON FIELD
BASE FLASHING PLY
6" MIN. [152mm] ON FIELD
MODIFIED MEMBRANE
BASE PLY
INSULATION
COVERBOARD
CANT STRIP
CONCRETE DECK
NOTE:
REFERENCE SPECIFICATION FOR
SURFACING, MEMBRANE ADHESIVE TYPE,
AND INSULATION/COVER BOARD TYPE AND
ATTACHMENT METHOD.
SEALANT, REFERENCE SPECIFICATION
8" MIN
[203MM]
ANCHOR BY OTHERS
ROOF HATCH
EXTERIOR LOCK
PROVISION
COUNTERFLASHING
FASTENER WITH NEOPRENE WASHER
THROUGH CONTINUOUS BUTYL TAPE
SEALANT, REFERENCE SPECIFICATION
COUNTERFLASHING
TERMINATION BAR FASTENED @ 8"o.c.
MAX. [203mm] THROUGH BUTYL TAPE
(MIN. 1.5" EMBEDMENT)
CAP FLASHING PLY
9" MIN. [228mm] ON FIELD
BASE FLASHING PLY
6" MIN. [152mm] ON FIELD
MODIFIED MEMBRANE
BASE PLY
INSULATION
COVERBOARD
CANT STRIP
CONCRETE DECK
NOTE:
REFERENCE SPECIFICATION FOR
SURFACING, MEMBRANE ADHESIVE TYPE,
AND INSULATION/COVER BOARD TYPE AND
ATTACHMENT METHOD.
SEALANT, REFERENCE SPECIFICATION
EXPANSION FASTENER
8" MIN
[203MM]
CAP FLASHING PLY 9" MIN. [228MM] ON
FIELD
BASE FLASHING PLY 6" MIN.
[152MM] ON FIELD
MODIFIED MEMBRANE
BASE PLY
INSULATION
COVERBOARD
WATERTIGHT SHEET METAL RAIN
COLLAR OVERLAPPING SOFT
METAL JACK
DRAWBAND OR WELD
UMBRELLA TO STACK
PIPE PENETRATION
SEALANT, REFERENCE
SPECIFICATION
NOTE:
REFERENCE SPECIFICATION FOR
SURFACING, MEMBRANE ADHESIVE TYPE,
AND INSULATION/COVER BOARD TYPE AND
ATTACHMENT METHOD.
4"
MIN.
SEALANT, REFERENCE
SPECIFICATION
SPLIT SOFT METAL
ROOF JACK
SET SOFT METAL FLANGE IN
MASTIC, PRIME FLANGE
BEFORE STRIPPING
CONCRETE DECK
SEAL GAP AROUND
PIPES W/FOAM
PREPARE AND CLEAN PIPE
PRIOR TO APPLYING
FLASHING
NOTE:
ALL FLASHING WITH BE THREE-COURSED
AND COATED WITH GARLABRITE. REMOVE
THE OLD METAL COPING AND INSTALL NEW W
ES
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THE INFORMATION CONTAINED
HEREIN IS OF A PROPRIETARY
NATURE AND IS SUBMITTED IN
CONFIDENCE FOR USE BY THE
CLIENTS APPROVED BY THE
ORIGINATOR OF THIS
DOCUMENT ONLY. THE USE OF
THESE DOCUMENTS FOR ANY
OTHER PROJECTS, PURPOSE,
LOCATION, PUBLICATION,
REPRODUCTION OR
DISTRIBUTION IN WHOLE OR
PART, BY ANY INDIVIDUAL OR
ORGANIZATION WITHOUT
WRITTEN PERMISSION THE
ORIGINATING COMPANY IS
PROHIBITED. THE INFORMATION
HEREIN REMAINS THE
PROPERTY AND ITS USE OR
DISCLOSURE TO OTHERS IS
PROHIBITED FOR ANY USE NOT
AUTHORIZED BY THE
ORIGINATING COMPANY.
SHEET NO.
NO.
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ROOF DRAIN DETAIL
N.T.S.
B-2
ROOF DETAILS
B-2
OVERFLOW THROUGH WALL SCUPPER DETAIL
N.T.S.
B-2
THROUGH WALL SCUPPER DETAIL
N.T.S.
B-2
SURFACE MOUNTED COUNTERFLASHING DETAIL
N.T.S.
B-2
THROUGH WALL COUNTER FLASHING DETAIL
N.T.S.
B-2
PITCH POCKET (PIPE) DETAIL
N.T.S.
B-2
PASSIVE VENT AIR INTAKE DETAIL
N.T.S.
B-2
CURB AT AIR HANDLING DETAIL
N.T.S.
B-2
EXHAUST FAN DETAIL
N.T.S.
B-2
NOT USED
N.T.S.
B-2
HEAT STACK DETAIL
N.T.S.
B-2
ROOF HATCH DETAIL
N.T.S.
B-2
PREMANUFACTURED EQUIPMENT SUPPORT DETAIL
N.T.S.
B-2
PLUMBING STACK DETAIL
N.T.S.
B-2
AREA DIVIDER DETAIL
N.T.S.
B-2
REGLET MOUNTED COUNTERFLASHING DETAIL
N.T.S.
B-2
PIPE/ TUBE PENERTATION DETAIL
N.T.S.
B-2
NOT USED
N.T.S.
B-2
TYPICAL ROOF SECTION
N.T.S.
B-2
NOT USED
N.T.S.
B-2
AutoCAD SHX Text
SET METAL FLANGE IN ROOF CEMENT AND PRIME PRIOR TO STRIPPING
AutoCAD SHX Text
SET METAL FLANGE IN ROOF CEMENT AND PRIME PRIOR TO STRIPPING
ASSEMBLY:
MASK TARGET AREA ON ROOF MEMBRANE WITH TAPE
CLEAN ALL NON-POUROUS AREAS WITH ISOPROPYL ALCOHOL
APPLY 32 WET MIL BASE COAT OF TUFF-FLASH PLUS LO OVER MASKED
AREA
EMBED GRIP POLYESTER FIRM INTO BASE COAT OF TUFF-FLASH PLUS LO
APPLY 48-64 WET MIL TOP COAT OF TUFF-FLASH PLUS LO OVER FABRIC
EXTENDING 2" PAST THE SCRIM IN ALL DIRECTIONS
APPLY MINERALS IMMEDIATLEY OR ALLOW TUFF-FLASH PLUS LO TO
CURE 15-30 DAYS AND THEN INSTALL REFLECTIVE COATING
NOTES:
A. USE THIS DETAIL IN CONJUNCTION WITH THE TUFF-FLASH PLUS LO
REINFORCEMENT LAYOUT DRAWING.
B. EMBED ALL PRE-CUT FABRIC INTO A 32 WET MIL BASE COAT OF
TUFF-FLASH PLUS LO.
C. ENSURE TOTAL TARGET AREA OF FLASHING IS NO LESS THAN 16"X 16".
D. REMOVE MASKING IMMEDIATELY AFTER APPLICATION OF TOP COAT.
E. REFER TO TUFF-FLASH PLUS LO APPLICATION INSTRUCTIONS FOR
GENERAL GUIDELINES REGARDING THE TUFF-FLASH PLUS LO SYSTEM.
B
C
LA
P
LI
N
E
FOLD LINELA
P
LI
N
E A
A
B
C
LAP LINE
LAP LINE
NOTES:
A. USE SCRIM DETAIL IN CONJUNCTION WITH THE TUFF-FLASH PLUS
LO DRAWING.
B. EMBED ALL PRE-CUT SCRIM INTO A 32 WET MIL BASE COAT OF
TUFF-FLASH PLUS LO.
C. ENSURE TOTAL TARGET AREA OF FLASHING IS NO LESS THAN
16"X 16".
D. REMOVE MASKING IMMEDIATELY AFTER APPLICATION OF TOP
COAT.
E. REFER TO TUFF-FLASH PLUS LO APPLICATION INSTRUCTIONS
FOR GENERAL GUIDELINES REGARDING THE TUFF-FLASH PLUS
LO SYSTEM.
FINGER CUT
TARGET REINFORCEMENT
W
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THE INFORMATION CONTAINED
HEREIN IS OF A PROPRIETARY
NATURE AND IS SUBMITTED IN
CONFIDENCE FOR USE BY THE
CLIENTS APPROVED BY THE
ORIGINATOR OF THIS
DOCUMENT ONLY. THE USE OF
THESE DOCUMENTS FOR ANY
OTHER PROJECTS, PURPOSE,
LOCATION, PUBLICATION,
REPRODUCTION OR
DISTRIBUTION IN WHOLE OR
PART, BY ANY INDIVIDUAL OR
ORGANIZATION WITHOUT
WRITTEN PERMISSION THE
ORIGINATING COMPANY IS
PROHIBITED. THE INFORMATION
HEREIN REMAINS THE
PROPERTY AND ITS USE OR
DISCLOSURE TO OTHERS IS
PROHIBITED FOR ANY USE NOT
AUTHORIZED BY THE
ORIGINATING COMPANY.
SHEET NO.
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ROOF DETAILS
B-3
PIPE LIQUID FLASHING DETAIL
N.T.S.
B-3
TAPERED CRICKET ISOMETRIC DETAIL
N.T.S.
B-3
INSIDE CORNER FLASHING DETAIL
N.T.S.
B-3
OUTSIDE CORNER FLASHING DETAIL
N.T.S.
B-3
'-6
'-5
18'-4"±
18'-6"±
'-0
23'-6"±
'-4
18'-4"± 43'-5"± 97'-3"±
8' -5
'-0
88'-6"±
0'
-6
57'-2"±
'-0
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THE INFORMATION CONTAINED
HEREIN IS OF A PROPRIETARY
NATURE AND IS SUBMITTED IN
CONFIDENCE FOR USE BY THE
CLIENTS APPROVED BY THE
ORIGINATOR OF THIS
DOCUMENT ONLY. THE USE OF
THESE DOCUMENTS FOR ANY
OTHER PROJECTS, PURPOSE,
LOCATION, PUBLICATION,
REPRODUCTION OR
DISTRIBUTION IN WHOLE OR
PART, BY ANY INDIVIDUAL OR
ORGANIZATION WITHOUT
WRITTEN PERMISSION THE
ORIGINATING COMPANY IS
PROHIBITED. THE INFORMATION
HEREIN REMAINS THE
PROPERTY AND ITS USE OR
DISCLOSURE TO OTHERS IS
PROHIBITED FOR ANY USE NOT
AUTHORIZED BY THE
ORIGINATING COMPANY.
SHEET NO.
NO.
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DATE REVISION DESCRIP
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ROOF PLAN SECTIONS 'A', 'B', 'C' & 'D'
SCALE: 3/32" = 1'-0"
C-1
ROOF PLAN
SECTIONS
'A', 'B', 'C' & 'D'
C-1
1.) IT IS THE ROOFING CONTRACTOR'S RESPONSIBILITY TO FAMILIARIZE THEMSELVES WITH ALL DETAILS INVOLVED IN THE ROOFING
CONTRACT.
2.) ALL DRAWINGS ARE GRAPHIC REPRESENTATION OF APPROXIMATE LOCATIONS OF EXISTING AND NEW MATERIALS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK.
3.) ROOFING CONTRACTOR TO PROTECT ALL ADJACENT SURFACES NOT SCHEDULED FOR WORK AND TO REPAIR ANY DAMAGED AREAS AS A
RESULT OF CONTRACTOR WORK AT NO ADDITIONAL COST TO THE OWNER.
4.) ROOFING CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN WATER TIGHTNESS AND PROVIDE PROTECTION AT ANY/ALL OPENINGS IN
THE ROOF LEFT AT THE END OF EACH CONSTRUCTION DAY.
5.) ROOFING CONTRACTOR TO VERIFY AT THE SITE THAT ALL ROOF DRAINS AND DRAIN PIPING ARE UNPLUGGED AND CLEAR AT THE COMPLETION OF THE PROJECT. ALL DRAIN LINES TO BE CAMERA SCOPED PRIOR TO COMPLETION OF PROJECT.
6.) CONTRACTOR TO REMOVE ANY OBSTACLES DURING ROOF REPLACEMENT AND REINSTALL AFTER NEW ROOFING HAS BEEN COMPLETED.
7.) CONTRACTOR SHALL NOT STORE OR STOCKPILE DEMOLISHED MATERIALS ON THE ROOF DURING CONSTRUCTION.
8.) THE JOB SITE SHALL BE MAINTAINED IN A REASONABLY NEAT AND ORDERLY CONDITION AND KEPT FREE FROM ACCUMULATIONS OF
WASTE MATERIALS AND RUBBISH DURING THE ENTIRE CONSTRUCTION PERIOD.
9.) CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, CONDITIONS AND QUANTITIES.
10.) ALL CONTRACTORS, BOTH PRIME AND SUB, SHALL COORDINATE THEIR WORK WITH ALL ADJACENT WORK AND SHALL COOPERATE WITH ALL OTHER TRADES SO AS TO FACILITATE THE GENERAL PROGRESS OF THE WORK, AND TO AVOID CONFLICT. NO COMPENSATION WILL BE GIVEN FOR FAILURE OF CONTRACTOR TO COORDINATE THEIR CONTRACT WORK WITH ADJACENT TRADES.
11.) THE DRAWINGS SHOWN, COVERING EXISTING CONDITIONS, HAVE BEEN PREPARED FROM THE BEST INFORMATION AVAILABLE. ACTUAL
CONDITIONS MAY VARY.
12.) PROVIDE TEMPORARY WEATHER PROTECION DURING INTERVAL BETWEEN REMOVAL OF EXISTING ITEMS AND INSTALLATION OF NEW ITEMS TO INSURE THAT NO WATER LEAKAGE OR DAMAGE OCCURS TO THE EXISTING STRUCTURE OR BUILDING INTERIOR.
13.) ROOF CONTRACTOR IS RESPONSIBLE FOR RAISING CURBS, MECHANICAL EQUIPMENT, EQUIPMENT SUPPORTS, PLUMBING STACKS, DRAIN SCUPPERS, AND PERIMETER BLOCKING TO PROVIDE SUFFICIENT FLASHING HEIGHT TO MEET MANUFACTURER ’ S REQUIREMENTS AND
ACCOMMODATE NEW INSULATION THICKNESS.
14.) ROOFING CONTRACTOR TO EMPLOY A CERTIFIED MECHANICAL CONTRACTOR TO REMOVE AND REINSTALL MECHANICAL EQUIPMENT AND
RECHARGE SYSTEMS AS REQUIRED. TEST AND CERTIFY OPERATION OF EQUIPMENT.
15.) ROOFING CONTRACTOR TO EMPLOY A CERTIFIED ELECTRICAL CONTRACTOR TO DISCONNECT AND RECONNECT ALL POWER LINES AND
DEVIECS AS REQUIRED. TEST AND CERTIFY OPERATION OF EQUIPMENT.
16.) ALL TAPERED CRICKETS AND SADDLES TO BE CONSTRUCTED WITH A L/W RATIO OF 3:1.
17.) THE FULL SPECIFICATION AND DRAWING SET TO BE KEPT ON-SITE, HARDCOPY OR DIGITAL, THROUGHOUT THE PROJECT.
18.) USE OF PROVIDED TAPERED INSULATION LAYOUTS CONFIRMS AGREEMENT WITH DESIGN. ADDITIONAL TAPERED PANELS MAY BE
NECESSARY TO DIVERT RUNOFF AROUND UNITS OR OTHER ROOFTOP OBSTRUCTIONS.
19.) ROOFING CONTRACTOR TO RESTORE CLAMPING RINGS AND STRAINERS, AND REPLACE STUDS AND NUTS ON ALL INTERNAL DRAIN
BOWLS.
GENERAL NOTE:
ROOF PLAN LEGEND:
STANDARD CURB
AC ON SLEEPER
INTERNAL DRAIN
ROOF HATCH
EXHAUST FAN
ROOF LADDER
PIPE PENETRATION
PITCH POCKETP
PP
THROUGH WALL SCUPPER
INSULATION/ COVER BOARD ADHESIVE PATTERNS:
TYPICAL ZONES 2 INSULATION BOARD ADHESIVE PATTERN: 6" OC BEADS PER BOARD
ADHESIVE RIBBON
ENLARGED FOR CLARITY
7 ADHESIVE RIBBONS
EQUALLY SPACED AT 6"
(15.2cm) O.C. (TYP)
TYPICAL ZONES 3 INSULATION BOARD ADHESIVE PATTERN: 4" OC BEADS PER BOARD
ADHESIVE RIBBON
ENLARGED FOR CLARITY
11 ADHESIVE RIBBONS
EQUALLY SPACED AT 4"
(10.2cm) O.C. (TYP)
CONFIRM FM APPROVALS FOR ADHESIVE PATTERNS TO APPROVE DECKS,
INSULATION AND SYSTEM TYPES WITH GARLAND ENGINEERING SERVICES
4 X 4 BOARD PATTERN
TYPICAL ZONES 1 INSULATION BOARD ADHESIVE PATTERN: 12" OC BEADS PER BOARD
ADHESIVE RIBBON
ENLARGED FOR CLARITY
4 ADHESIVE RIBBONS EQUALLY
SPACED AT 12" (30.5cm) O.C. (TYP)
UPLIFT ZONES:
ZONE 1 ZONE 2 ZONE 3
AHU
RTU ROOF TOP UNIT
AIR HANDLING UNIT
ADDITIONAL CAP SHEET PLY
SUPER MAZE RAZOR WIRE
GAS LINE W/ SUPPORTS
KEY PLAN:
E
A
F
C D
B
GH
I
J
KL
M
N
NOT USED
DRAWING REFERENCE NOTES:
ROOF CONTRACTOR TO INSTALL 8'X8' - 1/4:12 DRAIN SUMPS ON ALL SECTIONS UNLESS DICTATED BY SPACE CONSTRAINTS02
NOT USED03
ALL OVERFLOW DRAIN SCUPPERS TO HAVE AN EXTENDED OUTLET 12" PAST THE FACE OF THE OUTER WALL04
FALL PROTECTION BARRIER
SCOPE OF WORK:
A. BASE BID: 2-PLY MODIFIED BITUMEN ROOF REPLACEMENT
1. REMOVE AND DISCARD EXISTING ROOF SYSTEMS INCLUDING ROOF MEMBRANE, ROCK BALLAST, FLASHINGS, COPING, COUNTER-FLASHINGS, AND INSULATION DOWN TO THE EXISTING METAL AND CONCRETE DECKING.
2. RAISE CURBS, PLUMBING STACKS, UTILITY LINES, GAS LINES, DUCT WORK AND EQUIPMENT SUPPORTS TO PROVIDE SUFFICIENT
FLASHING HEIGHT TO MEET MANUFACTURER'S REQUIREMENTS AND ACCOMMODATE NEW INSULATION THICKNESSES.
a. INSTALL FALL PROTECTION BARRIERS AROUND RTU'S AS SHOWN ON THE ROOF PLAN.
3. INSTALL TAPERED INSULATION SYSTEM WITH R-30 AVERAGE ACHIEVING A MINIMUM SLOPE OF ⅛:12 ON ALL ROOF SECTIONS.
a. INSTALL TAPERED CRICKETS, SADDLES AND SUMPS WHERE SPECIFIED ON THE ROOF PLAN.
4. INSTALL ½” GYPSUM COVERBOARD TO INSULATION WITH HIGH-RISE INSULATION ADHESIVE.
5. INSTALL MODIFIED BITUMEN BASE AND CAP SHEETS IN COLD ADHESIVE THROUGHOUT THE FIELD.
6. INSTALL MODIFIED BITUMEN BASE AND MINERAL CAP SHEET FLASHINGS.
a. APPLY THREE-COURSE MASTIC TO ALL VERTICAL FLASHING SEAMS PRIOR TO THE APPLICATION OF THE ALUMINIZED
FLASHING MEMBRANE COATING.
b. CAP FLASHINGS TO RECEIVE TWO COATS OF ALUMINIZED REFLECTIVE COATING.
7. APPLY COAL-TAR FLOOD COAT AND EMBED AGGREGATE ON ALL ROOF SECTIONS.
8. INSTALL NEW SURFACE MOUNTED COUNTER FLASHING, METAL COPING ON ALL PARAPET WALLS COVERING THE EXISTING STONE
CAPS, SCUPPERS, AND DOWNSPOUTS IN THE OWNER'S CHOICE OF COLOR.
29'-1"± 7'-3"± 18'-4"±
8' -6
'-6
'-2
17'-0"± 26'-9"±
'-1
'-0
35'-3"±
'-8
7'-9"±12'-5"±
7' -3
'-4
22'-2"±15'-2"±
9' -6
20'-11"±
'-2
40'-4"±
'-0
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THE INFORMATION CONTAINED
HEREIN IS OF A PROPRIETARY
NATURE AND IS SUBMITTED IN
CONFIDENCE FOR USE BY THE
CLIENTS APPROVED BY THE
ORIGINATOR OF THIS
DOCUMENT ONLY. THE USE OF
THESE DOCUMENTS FOR ANY
OTHER PROJECTS, PURPOSE,
LOCATION, PUBLICATION,
REPRODUCTION OR
DISTRIBUTION IN WHOLE OR
PART, BY ANY INDIVIDUAL OR
ORGANIZATION WITHOUT
WRITTEN PERMISSION THE
ORIGINATING COMPANY IS
PROHIBITED. THE INFORMATION
HEREIN REMAINS THE
PROPERTY AND ITS USE OR
DISCLOSURE TO OTHERS IS
PROHIBITED FOR ANY USE NOT
AUTHORIZED BY THE
ORIGINATING COMPANY.
SHEET NO.
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DATE REVISION DESCRIP
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ROOF PLAN SECTIONS 'E', 'F', 'G', 'H', 'I', 'J', 'K', 'L' & 'M'
SCALE: 3/32" = 1'-0"
C-2
ROOF PLAN
SECTIONS
'E', 'F', 'G', 'H', 'I', 'J', 'K', 'L' & 'M'
C-2
1.) IT IS THE ROOFING CONTRACTOR'S RESPONSIBILITY TO FAMILIARIZE THEMSELVES WITH ALL DETAILS INVOLVED IN THE ROOFING
CONTRACT.
2.) ALL DRAWINGS ARE GRAPHIC REPRESENTATION OF APPROXIMATE LOCATIONS OF EXISTING AND NEW MATERIALS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK.
3.) ROOFING CONTRACTOR TO PROTECT ALL ADJACENT SURFACES NOT SCHEDULED FOR WORK AND TO REPAIR ANY DAMAGED AREAS AS A
RESULT OF CONTRACTOR WORK AT NO ADDITIONAL COST TO THE OWNER.
4.) ROOFING CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN WATER TIGHTNESS AND PROVIDE PROTECTION AT ANY/ALL OPENINGS IN
THE ROOF LEFT AT THE END OF EACH CONSTRUCTION DAY.
5.) ROOFING CONTRACTOR TO VERIFY AT THE SITE THAT ALL ROOF DRAINS AND DRAIN PIPING ARE UNPLUGGED AND CLEAR AT THE COMPLETION OF THE PROJECT. ALL DRAIN LINES TO BE CAMERA SCOPED PRIOR TO COMPLETION OF PROJECT.
6.) CONTRACTOR TO REMOVE ANY OBSTACLES DURING ROOF REPLACEMENT AND REINSTALL AFTER NEW ROOFING HAS BEEN COMPLETED.
7.) CONTRACTOR SHALL NOT STORE OR STOCKPILE DEMOLISHED MATERIALS ON THE ROOF DURING CONSTRUCTION.
8.) THE JOB SITE SHALL BE MAINTAINED IN A REASONABLY NEAT AND ORDERLY CONDITION AND KEPT FREE FROM ACCUMULATIONS OF
WASTE MATERIALS AND RUBBISH DURING THE ENTIRE CONSTRUCTION PERIOD.
9.) CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, CONDITIONS AND QUANTITIES.
10.) ALL CONTRACTORS, BOTH PRIME AND SUB, SHALL COORDINATE THEIR WORK WITH ALL ADJACENT WORK AND SHALL COOPERATE WITH ALL OTHER TRADES SO AS TO FACILITATE THE GENERAL PROGRESS OF THE WORK, AND TO AVOID CONFLICT. NO COMPENSATION WILL BE GIVEN FOR FAILURE OF CONTRACTOR TO COORDINATE THEIR CONTRACT WORK WITH ADJACENT TRADES.
11.) THE DRAWINGS SHOWN, COVERING EXISTING CONDITIONS, HAVE BEEN PREPARED FROM THE BEST INFORMATION AVAILABLE. ACTUAL
CONDITIONS MAY VARY.
12.) PROVIDE TEMPORARY WEATHER PROTECION DURING INTERVAL BETWEEN REMOVAL OF EXISTING ITEMS AND INSTALLATION OF NEW ITEMS TO INSURE THAT NO WATER LEAKAGE OR DAMAGE OCCURS TO THE EXISTING STRUCTURE OR BUILDING INTERIOR.
13.) ROOF CONTRACTOR IS RESPONSIBLE FOR RAISING CURBS, MECHANICAL EQUIPMENT, EQUIPMENT SUPPORTS, PLUMBING STACKS, DRAIN SCUPPERS, AND PERIMETER BLOCKING TO PROVIDE SUFFICIENT FLASHING HEIGHT TO MEET MANUFACTURER ’ S REQUIREMENTS AND
ACCOMMODATE NEW INSULATION THICKNESS.
14.) ROOFING CONTRACTOR TO EMPLOY A CERTIFIED MECHANICAL CONTRACTOR TO REMOVE AND REINSTALL MECHANICAL EQUIPMENT AND
RECHARGE SYSTEMS AS REQUIRED. TEST AND CERTIFY OPERATION OF EQUIPMENT.
15.) ROOFING CONTRACTOR TO EMPLOY A CERTIFIED ELECTRICAL CONTRACTOR TO DISCONNECT AND RECONNECT ALL POWER LINES AND
DEVIECS AS REQUIRED. TEST AND CERTIFY OPERATION OF EQUIPMENT.
16.) ALL TAPERED CRICKETS AND SADDLES TO BE CONSTRUCTED WITH A L/W RATIO OF 3:1.
17.) THE FULL SPECIFICATION AND DRAWING SET TO BE KEPT ON-SITE, HARDCOPY OR DIGITAL, THROUGHOUT THE PROJECT.
18.) USE OF PROVIDED TAPERED INSULATION LAYOUTS CONFIRMS AGREEMENT WITH DESIGN. ADDITIONAL TAPERED PANELS MAY BE
NECESSARY TO DIVERT RUNOFF AROUND UNITS OR OTHER ROOFTOP OBSTRUCTIONS.
19.) ROOFING CONTRACTOR TO RESTORE CLAMPING RINGS AND STRAINERS, AND REPLACE STUDS AND NUTS ON ALL INTERNAL DRAIN
BOWLS.
GENERAL NOTE:
ROOF PLAN LEGEND:
STANDARD CURB
AC ON SLEEPER
INTERNAL DRAIN
ROOF HATCH
EXHAUST FAN
ROOF LADDER
PIPE PENETRATION
PITCH POCKETP
PP
THROUGH WALL SCUPPER
INSULATION/ COVER BOARD ADHESIVE PATTERNS:
TYPICAL ZONES 2 INSULATION BOARD ADHESIVE PATTERN: 6" OC BEADS PER BOARD
ADHESIVE RIBBON
ENLARGED FOR CLARITY
7 ADHESIVE RIBBONS
EQUALLY SPACED AT 6"
(15.2cm) O.C. (TYP)
TYPICAL ZONES 3 INSULATION BOARD ADHESIVE PATTERN: 4" OC BEADS PER BOARD
ADHESIVE RIBBON
ENLARGED FOR CLARITY
11 ADHESIVE RIBBONS
EQUALLY SPACED AT 4"
(10.2cm) O.C. (TYP)
CONFIRM FM APPROVALS FOR ADHESIVE PATTERNS TO APPROVE DECKS,
INSULATION AND SYSTEM TYPES WITH GARLAND ENGINEERING SERVICES
4 X 4 BOARD PATTERN
TYPICAL ZONES 1 INSULATION BOARD ADHESIVE PATTERN: 12" OC BEADS PER BOARD
ADHESIVE RIBBON
ENLARGED FOR CLARITY
4 ADHESIVE RIBBONS EQUALLY
SPACED AT 12" (30.5cm) O.C. (TYP)
UPLIFT ZONES:
ZONE 1 ZONE 2 ZONE 3
AHU
RTU ROOF TOP UNIT
AIR HANDLING UNIT
ADDITIONAL CAP SHEET PLY
SUPER MAZE RAZOR WIRE
GAS LINE W/ SUPPORTS
KEY PLAN:
E
A
F
C D
B
GH
I
J
KL
M
N
NOT USED
DRAWING REFERENCE NOTES:
ROOF CONTRACTOR TO INSTALL 8'X8' - 1/4:12 DRAIN SUMPS ON ALL SECTIONS UNLESS DICTATED BY SPACE CONSTRAINTS02
NOT USED03
ALL OVERFLOW DRAIN SCUPPERS TO HAVE AN EXTENDED OUTLET 12" PAST THE FACE OF THE OUTER WALL04
SCOPE OF WORK:
FALL PROTECTION BARRIER
A. BASE BID: 2-PLY MODIFIED BITUMEN ROOF REPLACEMENT
1. REMOVE AND DISCARD EXISTING ROOF SYSTEMS INCLUDING ROOF MEMBRANE, ROCK BALLAST, FLASHINGS, COPING, COUNTER-FLASHINGS, AND INSULATION DOWN TO THE EXISTING METAL AND CONCRETE DECKING.
2. RAISE CURBS, PLUMBING STACKS, UTILITY LINES, GAS LINES, DUCT WORK AND EQUIPMENT SUPPORTS TO PROVIDE SUFFICIENT
FLASHING HEIGHT TO MEET MANUFACTURER'S REQUIREMENTS AND ACCOMMODATE NEW INSULATION THICKNESSES.
a. INSTALL FALL PROTECTION BARRIERS AROUND RTU'S AS SHOWN ON THE ROOF PLAN.
3. INSTALL TAPERED INSULATION SYSTEM WITH R-30 AVERAGE ACHIEVING A MINIMUM SLOPE OF ⅛:12 ON ALL ROOF SECTIONS.
a. INSTALL TAPERED CRICKETS, SADDLES AND SUMPS WHERE SPECIFIED ON THE ROOF PLAN.
4. INSTALL ½” GYPSUM COVERBOARD TO INSULATION WITH HIGH-RISE INSULATION ADHESIVE.
5. INSTALL MODIFIED BITUMEN BASE AND CAP SHEETS IN COLD ADHESIVE THROUGHOUT THE FIELD.
6. INSTALL MODIFIED BITUMEN BASE AND MINERAL CAP SHEET FLASHINGS.
a. APPLY THREE-COURSE MASTIC TO ALL VERTICAL FLASHING SEAMS PRIOR TO THE APPLICATION OF THE ALUMINIZED
FLASHING MEMBRANE COATING.
b. CAP FLASHINGS TO RECEIVE TWO COATS OF ALUMINIZED REFLECTIVE COATING.
7. APPLY COAL-TAR FLOOD COAT AND EMBED AGGREGATE ON ALL ROOF SECTIONS.
8. INSTALL NEW SURFACE MOUNTED COUNTER FLASHING, METAL COPING ON ALL PARAPET WALLS COVERING THE EXISTING STONE
CAPS, SCUPPERS, AND DOWNSPOUTS IN THE OWNER'S CHOICE OF COLOR.
| Sheets and Views |
| 24X36 02 Coversheet-A0.00 |
| 24X36 04 ROOF PLANS-B-1 |
| 24X36 03 DETAILS-B-2 |
| 24X36 03 DETAILS-B-3 |
| 24X36 04 ROOF PLANS-C-1 |
| 24X36 04 ROOF PLANS-C-2 |
File details come from the government source that posted it. Updated .