ARFQ 0608 DCR2600000079 - Exhibit B - Contract Drawings.pdf
PDF 5 MB Posted
- Attached to
- Roof Replacement Project
- Solicitation number
- ARFQ 0608 DCR2600000079 2
- Issued by
- Berkeley County, West Virginia
About this file
Central Regional Jail Roof Replacement Project
This document is a set of contract drawings and specifications issued by the West Virginia Division of Corrections and Rehabilitation for the Central Regional Jail Roof Replacement Project (ARFQ 0608 DCR2600000079), located at 1255 Dyer Hill Road, Sutton, West Virginia 26601. The project encompasses a comprehensive 2-ply modified bitumen roof replacement across the facility's multiple roof sections (designated A, B, C, D, and E). 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 systems achieving R-30 average with minimum slopes of 1:12 on flood/gravel roof sections, installation of gypsum coverboard, modified bitumen base and cap sheets, installation of new shop-fabricated counterflashing and metal coping, and application of coal-tar flood coat with aggregate embedding. The contractor must also raise curbs, mechanical equipment, plumbing stacks, and utility lines to accommodate new insulation thicknesses, install drain sumps (8'x8' on sections A and E; 16'x16' on sections C and D), verify all roof drains are clear and camera-scoped prior to completion, and employ certified mechanical and electrical contractors for equipment removal, reinstallation, and testing.
The contract drawings provide detailed specifications for adhesive application patterns across three uplift zones, with varying spacing requirements (12 inches, 6 inches, and 4 inches on center), and FM approval confirmation requirements coordinated with Garland Engineering Services. The contractor bears full responsibility for familiarizing itself with all contract details, verifying existing site conditions prior to work commencement, protecting adjacent surfaces, maintaining water tightness throughout construction, coordinating with all adjacent trades, and maintaining site cleanliness throughout the project duration. The manufacturer's warranty will be provided upon project completion. All specifications and drawing sets must be maintained on-site in hardcopy or digital format throughout the project, and temporary weather protection must be provided during intervals between removal of existing items and installation of new materials.
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WEST VIRGINIA
DIVISION OF CORRECTIONS AND REHABILITATION
COVER
PAGE
A-1
CENTRAL REGIONAL JAIL ROOF
REPLACEMENT PROJECT
ARFQ 0608 DCR2600000079
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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 02/06/26 ISSUED FOR BID
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01SITE MAP DRAWING INDEX LOCATION MAP
ROOF AREAS IN
PROJECT SCOPE
A-1 COVER PAGE
B-1 OVERALL ROOF PLAN
A
B
C
D
E
B-2 ROOF DETAILS
B-3 ROOF DETAILS
C-1 ROOF PLAN - SECTION 'A'
C-2 ROOF PLAN - SECTION 'E'
C-3 ROOF PLAN - SECTIONS 'B' ,'C' & 'D'
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A N
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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 02/06/26 ISSUED FOR BID
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OVERALL CAMPUS ROOF PLAN
SCALE: 1/32" = 1'-0"
B-1
PROJECT OVERVIEW:
CONCRETE DECK
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. 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: KEY PLAN:
A
B
C
D
E
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
METAL DECK
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 AND E02
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
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.
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.
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
8'
-7
119'-0"±
9'-6"±
'-5
10'-2"±
'-6
12'-6"±
'-5
9'-6"±
'-2
9'-6"±
'-6
02 02
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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 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:
A
B
C
D
E
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 AND E02
ROOF SECTION "B" TO BE INSTALLED WITH MINERAL MODIFIED CAP SHEET AND 1/4:12 SLOPE WITH 1/2:12 CRICKETS AND
DRAIN SUMPS
148'-5"±
9'
-3
29'-4"±
'-6
12'-4"±
9' -1
0"
12'-4"±
9' -1
0"
9' -3
12'-5"±12'-5"±
9' -3
"± 02
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
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ROOF PLAN SECTION 'E'
SCALE: 1/16" = 1'-0"
C-2
PROJECT OVERVIEW:
AREA OF WORK
ROOF PLAN
SECTION 'E'
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:
A
B
C
D
E
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 AND E02
ROOF SECTION "B" TO BE INSTALLED WITH MINERAL MODIFIED CAP SHEET AND 1/4:12 SLOPE WITH 1/2:12 CRICKETS AND
DRAIN SUMPS
81'-1"± 89'-5"±
'-2
52'-3"±
'-6
'-1 0"
53'-0"±
12'-3"±74'-2"±
5' -9
5'
-1 0"
72'-10"±
9'
-0
'-3
'-3
04 04 04
01 01
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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 02/06/26 ISSUED FOR BID
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ROOF PLAN SECTIONS 'B', 'C' & 'D'
SCALE: 1/16" = 1'-0"
C-3
ROOF PLAN
SECTIONS
'B', 'C' & 'D'
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:
KEY PLAN:
A
B
C
D
E
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 AND E02
ROOF SECTION "B" TO BE INSTALLED WITH MINERAL MODIFIED CAP SHEET AND 1/4:12 SLOPE WITH 1/2:12 CRICKETS AND
DRAIN SUMPS
| 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 |
File details come from the government source that posted it. Updated .