ARFQ 0608 DCR2600000077 - Exhibit B - Contract Drawings.pdf

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Attached to
Roof Replacement Project
Solicitation number
ARFQ 0608 DCR2600000077 2
Issued by
Putnam County, West Virginia

About this file

This file comprises contract drawings and specifications for the West Virginia Division of Corrections and Rehabilitation's Southern Regional Jail Roof Replacement Project, identified as ARFQ 0608 DCR2600000077. The project involves a comprehensive 2-ply modified bitumen roof replacement at the Southern Regional Jail located at 1200 Airport Road, Beaver, West Virginia 25813. The scope of work includes removal and salvage of existing river rock ballast, complete removal of the existing roof system down to the concrete deck, installation of tapered insulation with an R-30 average achieving minimum slope of 1:12, installation of gypsum coverboard and modified bitumen base and cap sheets, installation of new shop-fabricated counterflashing and metal coping, and application of coal-tar flood coat with embedded aggregate on designated roof sections. The project encompasses six distinct roof sections (A through F) with varying specifications, including drain sumps of 8'x8' on sections A, E, and F, and 16'x16' sumps on sections C and D. The drawings include overall roof plans, detailed flashing specifications for multiple penetrations and equipment, and uplift zone adhesive patterns requiring confirmation of FM approvals with Garland Engineering Services.

The base bid pricing structure and specific contract terms are not detailed in this drawing document. The contractor is responsible for verifying all existing conditions prior to commencement of work, protecting adjacent surfaces, maintaining water tightness throughout construction, and employing certified mechanical and electrical contractors for equipment removal and reinstallation. All roof drains and piping must be verified as unplugged and clear at project completion, with drain lines subjected to camera scoping. The contractor must maintain the job site in a neat and orderly condition, coordinate work with adjacent trades, and adhere to all manufacturer specifications for materials including modified bitumen membranes, insulation systems, and protective coatings. The complete specification and drawing set must be retained on-site throughout the project duration, and the manufacturer's warranty will be provided upon completion.

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WEST VIRGINIA

DIVISION OF CORRECTIONS AND REHABILITATION

COVER

PAGE

A-1

SOUTHERN REGIONAL JAIL

ROOF REPLACEMENT PROJECT

ARFQ 0608 DCR2600000077

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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 02/15/26 INTIAL ISSUE

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13SITE 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 - SECTION 'A'

C-2 ROOF PLAN - SECTIONS 'B' ,'C' & 'D'

C-3 ROOF PLAN - SECTION 'E'

E

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F C

D

C-4 ROOF PLAN - SECTION 'F'

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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 02/15/26 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:

A. BASE BID: 2-PLY MODIFIED BITUMEN ROOF REPLACEMENT

1. REMOVE AND SALVAGE RIVER ROCK BALLAST FOR OWNER'S REUSE.

2. REMOVE AND DISCARD EXISTING ROOF SYSTEM INCLUDING ROOF

MEMBRANE, FLASHINGS, COPING, COUNTER-FLASHINGS, AND INSULATION

DOWN TO THE EXISTING FLAT CONCRETE DECK.

a. REMOVE THE SAME FROM THE STRUCTURALLY SLOPED METAL

DECK GYM ROOF.

3. RAISE CURBS, PLUMBING STACKS, UTILITY LINES, GAS LINES, AND

EQUIPMENT SUPPORTS TO PROVIDE SUFFICIENT FLASHING HEIGHT TO

MEET MANUFACTURER'S REQUIREMENTS AND ACCOMMODATE NEW

INSULATION THICKNESSES.

4. INSTALL TAPERED INSULATION SYSTEM WITH R-30 AVERAGE ACHIEVING A

MINIMUM SLOPE OF ⅛:12 ON THE FLOOD/GRAVEL ROOF SECTIONS.

a. INSTALL TAPERED CRICKETS, SADDLES AND SUMPS WHERE

SPECIFIED ON THE ROOF PLAN.

b. INSTALL RIGID INSULATION ON THE STRUCTURALLY SLOPED GYM

ROOF.

5. INSTALL ½” GYPSUM COVERBOARD TO INSULATION WITH HIGH-RISE

INSULATION ADHESIVE.

6. INSTALL MODIFIED BITUMEN BASE AND CAP SHEETS IN COLD ADHESIVE

THROUGHOUT THE FIELD.

a. THE GYM ROOF IS TO BE INSTALLED WITH MINERAL GRANULATED

CAP SHEET.

7. 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.

8. APPLY COAL-TAR FLOOD COAT AND EMBED AGGREGATE ON ALL ROOF

SECTIONS WITH THE EXCEPTION OF THE GYM ROOF.

a. APPLY ALUMINIZED REFLECTIVE COATING TO THE MINERAL CAP

SHEET GYM ROOF 30-DAYS AFTER CAP SHEET INSTALLATION.

9. INSTALL NEW SHOP FABRICATED COUNTERFLASHING, METAL COPING,

SCUPPERS, AND DOWNSPOUTS IN THE OWNER'S CHOICE OF COLOR.

10. THE MANUFACTURER'S WARRANTY WILL BE PROVIDED UPON

COMPLETION.

SCOPE OF WORK: 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

ROOF CONTRACTOR TO INSTALL 16'X16' - 1/4:12 DRAIN SUMPS ON SECTION C AND D

DRAWING REFERENCE NOTES:

ROOF CONTRACTOR TO INSTALL 8'X8' - 1/4:12 DRAIN SUMPS ON SECTIONS A, E AND F02

ROOF SECTION "B" TO BE INSTALLED WITH MINERAL MODIFIED CAP SHEET AND 1/4:12 SLOPE WITH 1/2:12 CRICKETS AND

DRAIN SUMPS

ALL OVERFLOW DRAIN SCUPPERS TO HAVE AN EXTENDED OUTLET 12" PAST THE FACE OF THE OUTER WALL04

PROJECT OVERVIEW:

CONCRETE DECK

METAL DECK

E B

A

F C

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:

REFERENCE SPECIFICATION FOR

SURFACING, MEMBRANE ADHESIVE TYPE,

AND INSULATION/COVER BOARD TYPE AND

ATTACHMENT METHOD.

BASE PLY

INSULATION GLUED DOWN

1/2" GYPSUM COVERBOARD

ADHERED

METAL DECK

COLD APPLIED

WEATHER KING

STRESSPLY PLUS FR

MINERAL CAP SHEET

NOTE:

ALL FLASHING WITH BE THREE-COURSED

AND COATED WITH GARLABRITE. THE GYM

ROOFS MINERAL CAP SHEET WILL ALSO BE

COATED WITH GARLABRITE. REMOVE THE

OLD METAL COPING AND INSTALL NEW

NOTE:

ALL FLASHING WITH BE THREE-COURSED

AND COATED WITH GARLABRITE. REMOVE

THE OLD METAL COPING AND INSTALL NEW 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 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

TYPICAL ROOF SECTION AT GYM

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

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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.

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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

'-4

11'-6"±

'-4

9'-10"±

8'

-5

'-4

9'-10"±

119'-3"±

9'-3"±

'-5

9'-3"±

'-5

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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 PLAN SECTION 'A'

SCALE: 1/16" = 1'-0"

C-1

PROJECT OVERVIEW:

AREA OF WORK

ROOF PLAN

SECTION 'A'

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:

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

A. BASE BID: 2-PLY MODIFIED BITUMEN ROOF REPLACEMENT

1. REMOVE AND SALVAGE RIVER ROCK BALLAST FOR OWNER'S REUSE.

2. REMOVE AND DISCARD EXISTING ROOF SYSTEM INCLUDING ROOF

MEMBRANE, FLASHINGS, COPING, COUNTER-FLASHINGS, AND INSULATION

DOWN TO THE EXISTING FLAT CONCRETE DECK.

a. REMOVE THE SAME FROM THE STRUCTURALLY SLOPED METAL DECK

GYM ROOF.

3. RAISE CURBS, PLUMBING STACKS, UTILITY LINES, GAS LINES, AND

EQUIPMENT SUPPORTS TO PROVIDE SUFFICIENT FLASHING HEIGHT TO

MEET MANUFACTURER'S REQUIREMENTS AND ACCOMMODATE NEW

INSULATION THICKNESSES.

4. INSTALL TAPERED INSULATION SYSTEM WITH R-30 AVERAGE ACHIEVING A

MINIMUM SLOPE OF ⅛:12 ON THE FLOOD/GRAVEL ROOF SECTIONS.

a. INSTALL TAPERED CRICKETS, SADDLES AND SUMPS WHERE SPECIFIED

ON THE ROOF PLAN.

b. INSTALL RIGID INSULATION ON THE STRUCTURALLY SLOPED GYM ROOF.

5. INSTALL ½” GYPSUM COVERBOARD TO INSULATION WITH HIGH-RISE

INSULATION ADHESIVE.

6. INSTALL MODIFIED BITUMEN BASE AND CAP SHEETS IN COLD ADHESIVE

THROUGHOUT THE FIELD.

a. THE GYM ROOF IS TO BE INSTALLED WITH MINERAL GRANULATED CAP

SHEET.

7. INSTALL MODIFIED BITUMEN BASE AND MINERAL CAP SHEET FLASHINGS.

a. HEAT WELD ALL MODIFIED CAP FLASHING SEAMS.

b. APPLY THREE-COURSE MASTIC TO ALL VERTICAL FLASHING SEAMS

PRIOR TO THE APPLICATION OF THE ALUMINIZED FLASHING MEMBRANE

COATING.

c. CAP FLASHINGS TO RECEIVE TWO COATS OF ALUMINIZED REFLECTIVE

COATING.

8. APPLY COAL-TAR FLOOD COAT AND EMBED AGGREGATE ON ALL ROOF

SECTIONS WITH THE EXCEPTION OF THE GYM ROOF.

a. APPLY ALUMINIZED REFLECTIVE COATING TO THE MINERAL CAP SHEET

GYM ROOF 30-DAYS AFTER CAP SHEET INSTALLATION.

9. INSTALL NEW SHOP FABRICATED COUNTERFLASHING, METAL COPING,

SCUPPERS, AND DOWNSPOUTS IN THE OWNER'S CHOICE OF COLOR.

10. THE MANUFACTURER'S WARRANTY WILL BE PROVIDED UPON

COMPLETION.

SCOPE OF WORK:

N

ROOF CONTRACTOR TO INSTALL 16'X16' - 1/4:12 DRAIN SUMPS ON SECTION C AND D

DRAWING REFERENCE NOTES:

ROOF CONTRACTOR TO INSTALL 8'X8' - 1/4:12 DRAIN SUMPS ON SECTIONS A, E AND F02

ROOF SECTION "B" TO BE INSTALLED WITH MINERAL MODIFIED CAP SHEET AND 1/4:12 SLOPE WITH 1/2:12 CRICKETS AND

DRAIN SUMPS

ALL OVERFLOW DRAIN SCUPPERS TO HAVE AN EXTENDED OUTLET 12" PAST THE FACE OF THE OUTER WALL04

KEY PLAN:

E B

A

F

'-1

1' -1

0"

68'-3"±

'-1

1"

99'-6"±

'-1

0"

120'-2"±

'-1

0"

147'-1"±

95'-5"±

33'-2"±

'-6

46'-7"±

'-9

18'-5"±

01 01

6'-0"±

'-2

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 PLAN SECTIONS 'B', 'C' & 'D'

SCALE: 1/16" = 1'-0"

C-2

ROOF PLAN

SECTIONS

'B', 'C' & 'D'

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:

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

A. BASE BID: 2-PLY MODIFIED BITUMEN ROOF REPLACEMENT

1. REMOVE AND SALVAGE RIVER ROCK BALLAST FOR OWNER'S REUSE.

2. REMOVE AND DISCARD EXISTING ROOF SYSTEM INCLUDING ROOF

MEMBRANE, FLASHINGS, COPING, COUNTER-FLASHINGS, AND INSULATION

DOWN TO THE EXISTING FLAT CONCRETE DECK.

a. REMOVE THE SAME FROM THE STRUCTURALLY SLOPED METAL DECK

GYM ROOF.

3. RAISE CURBS, PLUMBING STACKS, UTILITY LINES, GAS LINES, AND

EQUIPMENT SUPPORTS TO PROVIDE SUFFICIENT FLASHING HEIGHT TO

MEET MANUFACTURER'S REQUIREMENTS AND ACCOMMODATE NEW

INSULATION THICKNESSES.

4. INSTALL TAPERED INSULATION SYSTEM WITH R-30 AVERAGE ACHIEVING A

MINIMUM SLOPE OF ⅛:12 ON THE FLOOD/GRAVEL ROOF SECTIONS.

a. INSTALL TAPERED CRICKETS, SADDLES AND SUMPS WHERE SPECIFIED

ON THE ROOF PLAN.

b. INSTALL RIGID INSULATION ON THE STRUCTURALLY SLOPED GYM ROOF.

5. INSTALL ½” GYPSUM COVERBOARD TO INSULATION WITH HIGH-RISE

INSULATION ADHESIVE.

6. INSTALL MODIFIED BITUMEN BASE AND CAP SHEETS IN COLD ADHESIVE

THROUGHOUT THE FIELD.

a. THE GYM ROOF IS TO BE INSTALLED WITH MINERAL GRANULATED CAP

SHEET.

7. INSTALL MODIFIED BITUMEN BASE AND MINERAL CAP SHEET FLASHINGS.

a. HEAT WELD ALL MODIFIED CAP FLASHING SEAMS.

b. APPLY THREE-COURSE MASTIC TO ALL VERTICAL FLASHING SEAMS

PRIOR TO THE APPLICATION OF THE ALUMINIZED FLASHING MEMBRANE

COATING.

c. CAP FLASHINGS TO RECEIVE TWO COATS OF ALUMINIZED REFLECTIVE

COATING.

8. APPLY COAL-TAR FLOOD COAT AND EMBED AGGREGATE ON ALL ROOF

SECTIONS WITH THE EXCEPTION OF THE GYM ROOF.

a. APPLY ALUMINIZED REFLECTIVE COATING TO THE MINERAL CAP SHEET

GYM ROOF 30-DAYS AFTER CAP SHEET INSTALLATION.

9. INSTALL NEW SHOP FABRICATED COUNTERFLASHING, METAL COPING,

SCUPPERS, AND DOWNSPOUTS IN THE OWNER'S CHOICE OF COLOR.

10. THE MANUFACTURER'S WARRANTY WILL BE PROVIDED UPON

COMPLETION.

SCOPE OF WORK:

N

ROOF CONTRACTOR TO INSTALL 16'X16' - 1/4:12 DRAIN SUMPS ON SECTION C AND D

DRAWING REFERENCE NOTES:

ROOF CONTRACTOR TO INSTALL 8'X8' - 1/4:12 DRAIN SUMPS ON SECTIONS A, E AND F02

ROOF SECTION "B" TO BE INSTALLED WITH MINERAL MODIFIED CAP SHEET AND 1/4:12 SLOPE WITH 1/2:12 CRICKETS AND

DRAIN SUMPS

ALL OVERFLOW DRAIN SCUPPERS TO HAVE AN EXTENDED OUTLET 12" PAST THE FACE OF THE OUTER WALL04

E B

A

F

9' -6

12'-5"±

9'

-0

'-2

12'-6"±

150'-8"±

13'-6"±

9' -6

'-6

29'-9"±

9' -6

12'-6"±

02020202

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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

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ROOF PLAN SECTION 'E'

SCALE: 1/16" = 1'-0"

C-3

ROOF PLAN

SECTION 'E'

C-3

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

A. BASE BID: 2-PLY MODIFIED BITUMEN ROOF REPLACEMENT

1. REMOVE AND SALVAGE RIVER ROCK BALLAST FOR OWNER'S REUSE.

2. REMOVE AND DISCARD EXISTING ROOF SYSTEM INCLUDING ROOF

MEMBRANE, FLASHINGS, COPING, COUNTER-FLASHINGS, AND INSULATION

DOWN TO THE EXISTING FLAT CONCRETE DECK.

a. REMOVE THE SAME FROM THE STRUCTURALLY SLOPED METAL DECK

GYM ROOF.

3. RAISE CURBS, PLUMBING STACKS, UTILITY LINES, GAS LINES, AND

EQUIPMENT SUPPORTS TO PROVIDE SUFFICIENT FLASHING HEIGHT TO

MEET MANUFACTURER'S REQUIREMENTS AND ACCOMMODATE NEW

INSULATION THICKNESSES.

4. INSTALL TAPERED INSULATION SYSTEM WITH R-30 AVERAGE ACHIEVING A

MINIMUM SLOPE OF ⅛:12 ON THE FLOOD/GRAVEL ROOF SECTIONS.

a. INSTALL TAPERED CRICKETS, SADDLES AND SUMPS WHERE SPECIFIED

ON THE ROOF PLAN.

b. INSTALL RIGID INSULATION ON THE STRUCTURALLY SLOPED GYM ROOF.

5. INSTALL ½” GYPSUM COVERBOARD TO INSULATION WITH HIGH-RISE

INSULATION ADHESIVE.

6. INSTALL MODIFIED BITUMEN BASE AND CAP SHEETS IN COLD ADHESIVE

THROUGHOUT THE FIELD.

a. THE GYM ROOF IS TO BE INSTALLED WITH MINERAL GRANULATED CAP

SHEET.

7. INSTALL MODIFIED BITUMEN BASE AND MINERAL CAP SHEET FLASHINGS.

a. HEAT WELD ALL MODIFIED CAP FLASHING SEAMS.

b. APPLY THREE-COURSE MASTIC TO ALL VERTICAL FLASHING SEAMS

PRIOR TO THE APPLICATION OF THE ALUMINIZED FLASHING MEMBRANE

COATING.

c. CAP FLASHINGS TO RECEIVE TWO COATS OF ALUMINIZED REFLECTIVE

COATING.

8. APPLY COAL-TAR FLOOD COAT AND EMBED AGGREGATE ON ALL ROOF

SECTIONS WITH THE EXCEPTION OF THE GYM ROOF.

a. APPLY ALUMINIZED REFLECTIVE COATING TO THE MINERAL CAP SHEET

GYM ROOF 30-DAYS AFTER CAP SHEET INSTALLATION.

9. INSTALL NEW SHOP FABRICATED COUNTERFLASHING, METAL COPING,

SCUPPERS, AND DOWNSPOUTS IN THE OWNER'S CHOICE OF COLOR.

10. THE MANUFACTURER'S WARRANTY WILL BE PROVIDED UPON

COMPLETION.

SCOPE OF WORK:

N

ROOF CONTRACTOR TO INSTALL 16'X16' - 1/4:12 DRAIN SUMPS ON SECTION C AND D

DRAWING REFERENCE NOTES:

ROOF CONTRACTOR TO INSTALL 8'X8' - 1/4:12 DRAIN SUMPS ON SECTIONS A, E AND F02

ROOF SECTION "B" TO BE INSTALLED WITH MINERAL MODIFIED CAP SHEET AND 1/4:12 SLOPE WITH 1/2:12 CRICKETS AND

DRAIN SUMPS

ALL OVERFLOW DRAIN SCUPPERS TO HAVE AN EXTENDED OUTLET 12" PAST THE FACE OF THE OUTER WALL04

KEY PLAN:

E B

A

F

29'-4"±

'-6

12'-4"±

9' -1

0"

148'-5"±

12'-4"±

9' -1

0"

9'

-3

9' -3

12'-5"±

9' -3

12'-5"±

02 02 02 02

02020202

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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 02/15/26 INTIAL ISSUE

SO

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TH

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N R

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ROOF PLAN SECTION 'F'

SCALE: 1/16" = 1'-0"

C-4

ROOF PLAN

SECTION 'F'

C-4

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:

ROOF CONTRACTOR TO INSTALL 16'X16' - 1/4:12 DRAIN SUMPS ON SECTION C AND D

DRAWING REFERENCE NOTES:

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

A. BASE BID: 2-PLY MODIFIED BITUMEN ROOF REPLACEMENT

1. REMOVE AND SALVAGE RIVER ROCK BALLAST FOR OWNER'S REUSE.

2. REMOVE AND DISCARD EXISTING ROOF SYSTEM INCLUDING ROOF

MEMBRANE, FLASHINGS, COPING, COUNTER-FLASHINGS, AND INSULATION

DOWN TO THE EXISTING FLAT CONCRETE DECK.

a. REMOVE THE SAME FROM THE STRUCTURALLY SLOPED METAL DECK

GYM ROOF.

3. RAISE CURBS, PLUMBING STACKS, UTILITY LINES, GAS LINES, AND

EQUIPMENT SUPPORTS TO PROVIDE SUFFICIENT FLASHING HEIGHT TO

MEET MANUFACTURER'S REQUIREMENTS AND ACCOMMODATE NEW

INSULATION THICKNESSES.

4. INSTALL TAPERED INSULATION SYSTEM WITH R-30 AVERAGE ACHIEVING A

MINIMUM SLOPE OF ⅛:12 ON THE FLOOD/GRAVEL ROOF SECTIONS.

a. INSTALL TAPERED CRICKETS, SADDLES AND SUMPS WHERE SPECIFIED

ON THE ROOF PLAN.

b. INSTALL RIGID INSULATION ON THE STRUCTURALLY SLOPED GYM ROOF.

5. INSTALL ½” GYPSUM COVERBOARD TO INSULATION WITH HIGH-RISE

INSULATION ADHESIVE.

6. INSTALL MODIFIED BITUMEN BASE AND CAP SHEETS IN COLD ADHESIVE

THROUGHOUT THE FIELD.

a. THE GYM ROOF IS TO BE INSTALLED WITH MINERAL GRANULATED CAP

SHEET.

7. INSTALL MODIFIED BITUMEN BASE AND MINERAL CAP SHEET FLASHINGS.

a. HEAT WELD ALL MODIFIED CAP FLASHING SEAMS.

b. APPLY THREE-COURSE MASTIC TO ALL VERTICAL FLASHING SEAMS

PRIOR TO THE APPLICATION OF THE ALUMINIZED FLASHING MEMBRANE

COATING.

c. CAP FLASHINGS TO RECEIVE TWO COATS OF ALUMINIZED REFLECTIVE

COATING.

8. APPLY COAL-TAR FLOOD COAT AND EMBED AGGREGATE ON ALL ROOF

SECTIONS WITH THE EXCEPTION OF THE GYM ROOF.

a. APPLY ALUMINIZED REFLECTIVE COATING TO THE MINERAL CAP SHEET

GYM ROOF 30-DAYS AFTER CAP SHEET INSTALLATION.

9. INSTALL NEW SHOP FABRICATED COUNTERFLASHING, METAL COPING,

SCUPPERS, AND DOWNSPOUTS IN THE OWNER'S CHOICE OF COLOR.

10. THE MANUFACTURER'S WARRANTY WILL BE PROVIDED UPON

COMPLETION.

SCOPE OF WORK:

ROOF CONTRACTOR TO INSTALL 8'X8' - 1/4:12 DRAIN SUMPS ON SECTIONS A, E AND F02

ROOF SECTION "B" TO BE INSTALLED WITH MINERAL MODIFIED CAP SHEET AND 1/4:12 SLOPE WITH 1/2:12 CRICKETS AND

DRAIN SUMPS

ALL OVERFLOW DRAIN SCUPPERS TO HAVE AN EXTENDED OUTLET 12" PAST THE FACE OF THE OUTER WALL04

N

KEY PLAN:

E B

A

F

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
24X36 04 ROOF PLANS-C-3
24X36 04 ROOF PLANS-C-4

File details come from the government source that posted it. Updated .