Bid_Drawings.pdf

PDF 4 MB Posted Mar 6, 2026

Attached to: Reroofing and Related Work at Berlin-Peck Library
Solicitation number: 2026-13
Issued by: Hartford County, Connecticut

About this file

Written by GovTribe AI · Mar 10, 2026

This is a bid drawings document prepared by Jacunski Humes Architects, LLC for the Town of Berlin, Connecticut, detailing the reroofing and related work project at the Berlin-Peck Memorial Library located at 234 Kensington Road, Berlin, Connecticut. The drawings, dated January 22, 2026, comprise a comprehensive set of architectural plans including a title sheet, overall roof plan and details (R-1.1), an overall reflected ceiling exterior soffit plan (R-1.2), and detailed construction drawings (R-2.1). The project scope encompasses removal and replacement of existing roofing materials, installation of new roofing systems, flashing details, soffit improvements, and related construction work to enhance structural integrity and aesthetic appeal. The drawings include specifications for roofing membranes, cover boards, rigid insulation, metal flashings, roofing shingles, ice and water shields, drip edges, ridge caps, valley flashings, vent stack details, wall termination details, and soffit assembly components. Multiple roof condition details are provided with symbols and legends indicating roof types, flashing configurations, and material specifications throughout the structure.

The detailed construction drawings specify materials and installation methods for various roofing components including fully adhered roofing membranes, continuous metal counter flashings, metal ridge coping, metal drip edges, continuous backer rod and joint sealant, stainless steel hose clamps, pre-molded pipe flashings, and metal exhaust hoods. The drawings emphasize verification of existing field conditions, protection of existing structures during construction, and adherence to manufacturer warranty requirements. Specific fastening requirements are noted, including spacing specifications of 12 inches on-center maximum for most fasteners and 48 inches on-center for uplift clips. The contractor is required to document existing conditions through detailed photography prior to work commencement and submit such documentation to the architect and owner. Cost information, bid due dates, performance bonding requirements, and insurance specifications are not included in this drawings document but are referenced as components of the overall contract solicitation.

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Other files

File	Type	Posted
Reroofing_and_Related_Work_at_Berlin-Peck_Library_(Addendum_#2_Revision).pdf	PDF	Mar 25, 2026
Reroofing_and_Related_Work_at_Berlin-Peck_Library_(Addendum_#1_Revision).pdf	PDF	Mar 19, 2026
Reroofing_and_Related_Work_at_Berlin-Peck_Library.pdf	PDF	Mar 10, 2026
Project_Manual_&_Technical_Specifications.pdf	PDF	Mar 6, 2026

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JACUNSKI HUMES ARCHITECTS, LLC

15 MASSIRIO DRIVE, SUITE 101

BERLIN, CONNECTICUT 06037

TEL 860-828-9221 FAX 860-828-9223

LIST OF DRAWINGS: ARCHITECT:

JANUARY 22, 2026

BERLIN PECK MEMORIAL LIBRARY

REROOFING AND RELATED WORK

234 KENSINGTON ROAD BERLIN, CONNECTICUT

TITLE SHEET

R-1.1 OVERALL ROOF PLAN AND DETAILS

R-1.2 OVERALL REFLECTED CEILING EXTERIOR SOFFIT PLAN

R-2.1 DETAILS

bhume New Stamp

EG-R

EE-R

RH-RRH-R

RH-R

VF-R

RH-R

VF-R

RH-R

VF-R VF-R

VF-R

RH-R

-R

RH1-R

RH1-RRH1-R

RH1-R RH1-R

BS-R BS-R

WT-R WT-R

RW-R

DR-R DR-R DR-R DR-R DR-R

-R

VS1-R

VS-R

ES-D

EE-R

EG-R

EE-R EE-R

EE-R

EG-R EG-R

EE-R EE-R

EE-R

EG-R

RH1-R RH1-R

VT-R

VF-R

VC-R

VS-N

RW1-R RW1-R

WM-R

-N

SG-N

SS-R

SS-R SS-R

SG-N

-N

SG-N

-N

R O O F T Y P E L E G E N D

S Y M B O L S L E G E N D

PP#-R

R O O F P L A N L E G E N DT Y P I C A L N O T E S

PP#-R

PROJ. NO.

R E

R O

O F

A N

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W O

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SCALE

DATE

DRAWING NO.

K E

N G

R O

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B E

N , C

O N

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JH2426B

As Noted

JANUARY 22, 2026

SUBMISSIONS & REVISIONS

MARK DATE DESCRIPTION

OVERALL

ROOF

PLAN

AND DETAILS

R-1.1

1 OVERALL ROOF PLAN

WM-R WT-R

RH1-R

RW-R

RW1-R

SG SNOW GUARD DETAIL

LS LAP SEAM DETAIL

SS SIDEWALL STEPFLASHING DETAIL

PROJ. NO.

R E

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A N

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SCALE

DATE

DRAWING NO.

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JH2426B

As Noted

JANUARY 22, 2026

SUBMISSIONS & REVISIONS

MARK DATE DESCRIPTION

OVERALL

REFLECTED

CEILING

EXTERIOR

SOFFIT

R-1.2

PLAN

1 OVERALL REFLECTED CEILING EXTERIOR SOFFIT PLAN

ROOFING MEMBRANE PER

PLAN(S) AND SPECS

COVER BOARD PER PLAN(S)

SPLICE TAPE WITH PRIMER BOTH SIDES

ROOFING MEMBRANE PER PLAN(S) AND SPECS

FULLY ADHERED FLASHING STRIP

CONTINUOUS LAP SEALANT BOTH SIDES

BASE SHEET (WHERE APPLICABLE)

PER PLAN(S) AND SPECS

RIGID INSULATION PER PLAN(S)

ROOF DECK PER PLAN(S)

CONTINUOUS BATTEN WITH APPROPRIATE

FASTENERS AT 12" ON-CENTER MAXIMUM SPACING

1" T

-1 /2

I N

PROVIDE ALL-PURPOSE SEALANT

OVER ALL FASTENER HEADS

COVER BOARD PER PLAN(S)

WALL SYSTEM PER PLAN(S). VERIFY IN FIELD

SEE PLAN(S) FOR TERMINATION REQUIREMENTS

BSBASE OF SIDEWALL DETAIL

SCALE: 1 1/2" = 1'-0"

ROOFING MEMBRANE PER

PLAN(S) AND SPECS.

COVER BOARD PER PLAN(S)

BASE SHEET (WHERE APPLICABLE)

PER PLAN(S) AND SPECS

RIGID INSULATION PER PLAN(S)

ROOF DECK PER PLAN(S)

TAPERED FIBER CANT

UNDER DECK CLAMP

EMBED MEMBRANE IN CONTINUOUS WATER

BLOCK SEALANT AT CLAMPING RING

EXTEND MEMBRANE 1/2" PAST CLAMPING RING

INSULATE BOWL AND DRAIN LEADER

CAST IRON

STRAINER

DRDRAIN DETAIL

SCALE: 1 1/2" = 1'-0"

ROOF

DRAIN

CLAMPING

RING

ROOF

DRAIN

BODY

STORM

PIPING TO

REMAIN

UNLESS

OTHERWISE

INDICATED

2' - 0".

RHRIDGE, HIP DETAIL

SCALE: 1 1/2" = 1'-0"

ROOF DECK PER

PLAN(S)

EXISTING ROOF

STRUCTURE TO

REMAIN, VERIFY

IN FIELD

CONTINUOUS ROLL SHINGLE

UNDERLAYMENT PER PLAN(S)

ROOFING SHINGLES PER PLAN(S)

EXISTING RIDGE BOARD (WHERE

APPLICABLE) TO REMAIN, VERIFY IN

FIELD.

CONTINUOUS RIDGE CAP ROOFING

SHINGLES, TO MATCH FIELD,

CENTERED ON RIDGE

EGROOF EDGE AT GUTTER DETAIL

SCALE: 1 1/2" = 1'-0"

1/4"

FULLY ADHERED ROOFING MEMBRANE AS PER PLAN(S)

CONTINUOUS METAL DRIP EDGE

SHINGLE EDGE OVERHANG OF DRIP EDGE

FULLY-ADHERED ICE AND WATER SHIELD SHINGLED OVER DRIP EDGE AT EAVE. 6" SHINGLED OVERLAP OF LAYERS.

ROOFING SHINGLES PER PLAN(S). DOUBLE STARTER COURSE AT ROOF PERIMETER.

FULLY-ADHERED ICE AND WATER SHIELD

SHINGLED OVER DRIP EDGE AT EAVE.

5' - 6" TYP.

ROOFING UNDERLAYMENT PER PLAN(S).

ROOFING DECK PER

PLAN(S), TYPICAL

CONTINUOUS METAL DRIP EDGE

EXISTING FORMED COATED METAL FASCIA ASSEMBLY TO

REMAIN. CONTRACTOR SHALL TAKE DETAILED

PHOTOGRAPHS OF CONDITIONS PRIOR TO THE

COMMENCEMENT OF WORK AND SUBMIT TO THE ARCHITECT

AND OWNER AS A SUBMITTAL FOR RECORD. PROTECT

DURING ALL ASPECTS OF CONSTRUCTION. TYPICAL ENTIRE

BUILDING PERIMETER AND ROOFTOP PENTHOUSE.

1/4" JOINT WITH BACKER ROD AND JOINT SEALANT.

PRIME (1 COAT) AND PAINT (2 COATS) TO MATCH SOFFIT.

3/4" CELLULAR PVC SHEATHING FULLY BONDED AND MECHANICALLY ANCHORED TO

EXISTING SUBSTRATE. PLUG ALL FASTENERS HOLES FOR A SMOOTH AND CONTINUOUS

FINISHED SURFACE. PREPARE, PRIME (1 COAT), AND PAINT (2 COATS).

CONTINUOUS PRE-FINISHED 2" ALUMINUM VENTING STRIP WITH MINIMUM 5.6 SQUARE INCHES PER LINEAR FOOT OF FREE AREA

3/4" CELLULAR PVC SHEATHING FULLY BONDED AND MECHANICALLY ANCHORED TO EXISTING SUBSTRATE. PLUG ALL

FASTENERS HOLES FOR A SMOOTH AND CONTINUOUS FINISHED SURFACE. PREPARE, PRIME (1 COAT), AND PAINT (2 COATS).

1/4" JOINT WITH BACKER ROD AND JOINT SEALANT. PRIME (1 COAT) AND PAINT (2 COATS) TO MATCH SOFFIT.

FULLY ADHERED MEMBRANE FLASHING STRIP, PRIME METAL SURFACES

CONTINUOUS LAP SEALANT BOTH SIDES OF FLASHING STRIP

METAL RIDGE COPING WITH HEMMED EDGE

ROOFING SHINGLES PER PLAN(S). DOUBLE

STARTER COURSE AT ROOF PERIMETER.

SHINGLE EDGE OVERHANG OF DRIP EDGE

SHINGLE MEMBRANE OVER ICE AND WATER SHIELD

EXISTING MASONRY VENEER TO REMAIN. PROTECT DURING ALL ASPECTS OF THE SCOPE OF WORK.

EEROOF EDGE AT EAVE DETAIL

SCALE: 1 1/2" = 1'-0"

FULLY-ADHERED ICE AND WATER SHIELD SHINGLED OVER

DRIP EDGE AT EAVE. 6" SHINGLED OVERLAP OF LAYERS.

ROOFING SHINGLES PER PLAN(S). DOUBLE STARTER

COURSE AT ROOF PERIMETER.

ROOFING DECK PER PLAN(S), TYPICAL

CONTINUOUS METAL DRIP EDGE

EXISTING FORMED COATED METAL FASCIA ASSEMBLY TO

REMAIN. CONTRACTOR SHALL TAKE DETAILED

PHOTOGRAPHS OF CONDITIONS PRIOR TO THE

COMMENCEMENT OF WORK AND SUBMIT TO THE ARCHITECT

AND OWNER AS A SUBMITTAL FOR RECORD. PROTECT

DURING ALL ASPECTS OF CONSTRUCTION. TYPICAL ENTIRE

BUILDING PERIMETER AND ROOFTOP PENTHOUSE.

1/4" JOINT WITH BACKER ROD AND JOINT SEALANT.

PRIME (1 COAT) AND PAINT (2 COATS) TO MATCH SOFFIT.

3/4" CELLULAR PVC SHEATHING FULLY BONDED AND MECHANICALLY ANCHORED TO

EXISTING SUBSTRATE. PLUG ALL FASTENERS HOLES FOR A SMOOTH AND CONTINUOUS

FINISHED SURFACE. PREPARE, PRIME (1 COAT), AND PAINT (2 COATS).

CONTINUOUS PRE-FINISHED 2" ALUMINUM VENTING STRIP WITH MINIMUM 5.6 SQUARE INCHES PER LINEAR FOOT OF FREE AREA

3/4" CELLULAR PVC SHEATHING FULLY BONDED AND MECHANICALLY ANCHORED TO EXISTING SUBSTRATE. PLUG ALL

FASTENERS HOLES FOR A SMOOTH AND CONTINUOUS FINISHED SURFACE. PREPARE, PRIME (1 COAT), AND PAINT (2 COATS).

1/4" JOINT WITH BACKER ROD AND JOINT SEALANT. PRIME (1 COAT) AND PAINT (2 COATS) TO MATCH SOFFIT.

SHINGLE EDGE OVERHANG OF DRIP EDGE

EXISTING MASONRY VENEER TO REMAIN. PROTECT DURING ALL ASPECTS OF THE SCOPE OF WORK.

5' - 6" TYP.

1/4"

ROOFING UNDERLAYMENT PER PLAN(S).

RW1HEAD WALL FLASHING DETAIL (VARIANT 1)

SCALE: 1 1/2" = 1'-0"

EXISTING

ROOF

SUBSTRATE

PER PLAN(S)

NEW CONTINUOUS METAL COUNTER FLASHING. EXTEND TO

UNDERSIDE OF EXISTING WINDOW FRAME AND OVERLAP

NEW SHINGLES A MINIMUM OF 5". HEM EXPOSED EDGE

AND CAULK ALL SEAMS WATER TIGHT.

NEW ROOFING SHINGLES

PER PLAN(S).

NEW ROOFING UNDERLAYMENT

PER PLAN(S).

EXISTING MASONRY VENEER TO REMAIN, VERIFY IN

FIELD. PROTECT DURING ALL CONSTRUCTION

PROCEDURES.

1 1/2" SET FLASHING IN MORTAR JOINTS WITH LEAD WEDGES

8" ON-CENTER. SEAL JOINT CONTINUOUSLY OVER

BACKER ROD.

RWHEAD WALL FLASHING DETAIL

SCALE: 1 1/2" = 1'-0"

EXISTING

ROOF

SUBSTRATE

PER PLAN(S)

NEW CONTINUOUS METAL COUNTER FLASHING. EXTEND TO

UNDERSIDE OF EXISTING WINDOW FRAME AND OVERLAP

NEW SHINGLES. EDGE OF FLASHING TO ALIGN WITH

EDGE OF FLASHING IN DETAIL 'RW1' HEREIN. VERIFY IN

FIELD. HEM EXPOSED EDGE AND CAULK ALL SEAMS

WATER TIGHT.

NEW ROOFING SHINGLES

PER PLAN(S).

NEW ROOFING UNDERLAYMENT

PER PLAN(S).

EXISTING HOLLOW METAL WINDOW FRAME TO REMAIN.

PROTECT DURING ALL CONSTRUCTION PROCEDURES.

CONTINUOUS BACKER ROD AND JOINT SEALANT

REFERENCE DETAIL 'BJ' OR 'BS', PER PLAN(S), FOR

CONTINUATION AND REQUIREMENTS UNLESS

OTHERWISE NOTED. DIMENSION NOTED IS TO

HORIZONTAL ROOF MEMBRANE FINISHED SURFACE.

CONTINUOUS METAL REGLET FLASHING WITH CAP

RECEIVER, AS SPECIFIED, WITH WEDGES AT 8" ON-

CENTER MAXIMUM SPACING

CONTINUOUS METAL CAP FLASHING, AS SPECIFIED,

WITH UPLIFT CLIPS AT 48" ON-CENTER MAXIMUM

SPACING. SET ALL UPLIFT CLIPS IN WATERBLOCK

SEALANT.

RAKE OUT MORTAR JOINTS 1-1/2" DEEP MINIMUM AND

SET NEW FLASHING TO FULL DEPTH. FINISH WITH

CONTINUOUS JOINT SEALANT OVER BACKER ROD.

NOTE:NOTE:NOTE:NOTE: FLASHING AND ROOFING

MEMBRANES CANNOT BLOCK

EXISTING WEEP HOPES. VERIFY

EXISTING CONDITIONS IN FIELD

AND REPORT ANY CONFLICT WITH

ARCHITECT PRIOR TO RE-ROOFING.

1 1/2" MIN. REGLET/FLASHING FASTENERS AT 12" ON-CENTER

MAXIMUM SPACING

CONTINUOUS ALL-PURPOSE JOINT SEALANT AS

SPECIFIED

MEMBRANE EDGE SET IN CONTINUOUS WATER BLOCK

SEALANT

CONTINUOUS TERMINATION BAR WITH APPROPRIATE

FASTENERS AT 12" ON-CENTER MAX. SPACING

COVER

BOARD PER

PLAN(S)

ROOFING

MEMBRANE

PER PLAN(S)

AND SPECS

EXISTING

WALL/PARAPET

TO REMAIN.

VERIFY IN

FIELD.

I N

WMWALL TERMINATION AT MASONRY DETAIL

SCALE: 1 1/2" = 1'-0"

REFERENCE DETAIL 'BJ' OR 'BS', PER PLAN(S), FOR

CONTINUATION AND REQUIREMENTS UNLESS

OTHERWISE NOTED. DIMENSION NOTED IS TO

HORIZONTAL ROOF MEMBRANE FINISHED SURFACE.

NOTE:NOTE:NOTE:NOTE: FLASHING AND ROOFING

MEMBRANES CANNOT BLOCK

EXISTING WEEP HOPES. VERIFY

EXISTING CONDITIONS IN FIELD

AND REPORT ANY CONFLICT WITH

ARCHITECT PRIOR TO RE-ROOFING.

CONTINUOUS METAL CAP FLASHING, AS SPECIFIED, WITH

UPLIFT CLIPS AT 48" ON-CENTER MAXIMUM SPACING.

SET ALL UPLIFT CLIPS IN WATERBLOCK SEALANT.

CONTINUOUS ALL-PURPOSE JOINT SEALANT

MEMBRANE EDGE SET IN CONTINUOUS WATER BLOCK

SEALANT

CONTINUOUS TERMINATION BAR WITH APPROPRIATE

FASTENERS AT 12" ON-CENTER MAX. SPACING

COVER

BOARD PER

PLAN(S)

ROOFING

MEMBRANE

PER PLAN(S)

AND SPECS

I N

WTWALL TERMINATION BAR DETAIL

SCALE: 1 1/2" = 1'-0"

CONTINUOUS METAL FLASHING WITH CAP RECEIVER

AS SPECIFIED. EXTEND TO UNDERSIDE OF EXISTING

WINDOW FRAME.

REGLET/FLASHING FASTENERS AT 12" O.C. MAX. SPACING

EXISTING HOLLOW METAL WINDOW FRAME TO REMAIN.

PROTECT DURING ALL CONSTRUCTION PROCEDURES.

CONTINUOUS BACKER ROD AND JOINT SEALANT

VS1VENT STACK DETAIL

SCALE: 1 1/2" = 1'-0"

COVER BOARD PER PLAN(S)

BASE SHEET (WHERE APPLICABLE)

PER PLAN(S) AND SPECS

RIGID INSULATION PER PLAN(S)

ROOF DECK PER PLAN(S)

ROOFING MEMBRANE PER

PLAN(S) AND SPECS

ANCHOR ROOFING

MEMBRANE EDGE IN

ACCORDANCE WITH

MANUFACTURER'S

WARRANTY

REQUIREMENTS

PENETRATION PER PLAN(S). REMOVE ALL EXISTING FLASHING,

LEADS, ETC.. SURFACE MUST BE FREE OF ALL RUST, GREASE,

INSULATION, ETC. FOR PROPER ADHESION OF SEALANT

PRE-MOLDED PIPE FLASHING FULLY

BONDED TO MEMBRANE

STAINLESS STEEL HOSE CLAMP

FULLY BED TOP PIPE SEAL RIB IN ROOFING

MANUFACTURER APPROVED JOINT SEALANT

1" M

I N

PIPE SEAL SHALL HAVE

INTACT RIB AT TOP EDGE,

NO WRINKLES OR FOLDS

UNDER CLAMPING RING

FULLY ADHERED

MEMBRANE FLASHING

CONTINUOUS LAP SEALANT,

TYPICAL BOTH SIDES

3" 3"

CONTINUOUS HIGH GRADE

SEALANT

CONTINUOUS STAINLESS STEEL METAL HOOD

WITH STAINLESS STEEL DRAW BAND

VSVENT STACK DETAIL

SCALE: 1 1/2" = 1'-0"

ROOF DECK PER

PLAN(S)

EXISTING

PLUMBING VENT

RISER TO

REMAIN UNLESS

OTHERWISE

INDICATED

BED TOP AND SIDES OF FLASHING FLANGES

IN CONTINUOUS WATERBLOCK SEALANT.

PROVIDE SEALANT AT ALL FLANGE

FASTENERS.

ALL-METAL (COATED GALVANIZED STEEL)

PIVOTING PIPE BOOT FLASHING FOR

COMPLETE ENCAPSULATION OF VENT STACK

AS MANUFACTURED BY ROOFING SHINGLE

MANUFACTURER AND COVERED AS PART OF

THE ROOFING WARRANTY.

66"x66" ICE AND WATER SHIELD CENTERED ON VENT

STACK. SHINGLE OVER TOP EDGE OF PIPE BOOT

FLASHING AND EXTEND UNDER BOTTOM EDGE OF

PIPE BOOT FLASHING IN ACCORDANCE WITH

ROOFING FINISH MANUFACTURER'S WARRANTY

REQUIREMENTS. OVERLAP SEAMS MINIMUM 6".

ROOFING

SHINGLES

PER PLAN(S)

INTEGRAL METAL CAP FLASHING WITH SCREENING

ROOFING SHINGLES

PER PLAN(S)

VFVALLEY FLASHING DETAIL

SCALE: 1 1/2" = 1'-0"

ROOF DECK PER

PLAN(S)

6" 6"

2'-8" TYP.

CONTINUOUS ICE AND WATER

SHIELD ALONG ENTIRE LENGTH

OF VALLEY. EXTEND AS NOTED

ON EACH SIDE OF VALLEY AND

OVERLAP REMAINDER WITHIN

VALLEY. TYPICAL. EXISTING ROOF STRUCTURE

TO REMAIN UNLESS

OTHERWISE INDICATED

METAL OPEN VALLEY

LINER, AS SPECIFIED,

WITH HEMMED EDGES

BOTH SIDES. OPEN

EDGE OF HEM SHALL

BE TURNED UP.

ROOFING SHINGLES PER

PLAN(S). DOUBLE STARTER

COURSE AT VALLEY EDGE.

ROLL SHINGLE UNDERLAYMENT PER

PLAN(S). SHINGLE OVER ICE AND WATER

AND VALLEY LINER AS DEPICTED.

P.5"

MIN

VTVALLEY, SLOPE TRANSITION DETAIL

SCALE: 1 1/2" = 1'-0"

FULLY-ADHERED ICE AND WATER SHIELD SHINGLED OVER METAL

FLASHING A MINIMUM OF 4". TOTAL WIDTH OF 5'-6" WITH 6" SHINGLED

OVERLAP OF LAYERS. ROOFING UNDERLAYMENT PER PLAN(S) ABOVE

WITH 6" SHINGLED OVERLAP OF ICE AND WATER SHIELD.

ROOF DECK PER

PLAN(S)

PRESSURE-TREATED WOOD BLOCKING TO MATCH

RIGID INSULATION THICKNESS.

ROOFING MEMBRANE

PER PLAN(S) AND SPECS

RTS STRIP AND

MECHANICAL ANCHORS

CONTINUOUS LAP SEALANT

2 6

8" MIN.

ROOFING MEMBRANE PER PLAN(S) AND SPECS. EXTEND

UNDER A MINIMUM OF THE FIRST THREE (3) COURSES OF

ROOFING SHINGLES

COVER BOARD PER

PLAN(S)

RIGID INSULATION

PER PLAN(S)

ROOF DECK PER

PLAN(S)

SPLICE TAPE WITH PRIMER BOTH SIDES

ROOFING SHINGLES PER PLAN(S). DOUBLE STARTER

COURSE AT BASE EDGE.

CONTINUOUS METAL FLASHING WITH HEMMED EDGE

VCVENT CAP DETAIL

SCALE: 1 1/2" = 1'-0"

ROOF DECK PER

PLAN(S)

8" MIN.

EXISTING

MECHANICAL

EXHAUST DUCTING

TO REMAIN

UNLESS

OTHERWISE

NOTED

COATED METAL EXHAUST HOOD WITH

INTEGRAL MOUNTING FLANGES FOR

WEATHERTIGHT ASSEMBLY

BED TOP AND SIDES OF FLASHING

FLANGES IN CONTINUOUS WATERBLOCK

SEALANT. PROVIDE SEALANT AT ALL

FLANGE FASTENERS.

GRAVITY DAMPER

66"x66" ICE AND WATER SHIELD CENTERED ON VENT

STACK. SHINGLE OVER TOP EDGE OF PIPE BOOT

FLASHING AND EXTEND UNDER BOTTOM EDGE OF

PIPE BOOT FLASHING IN ACCORDANCE WITH

ROOFING FINISH MANUFACTURER'S WARRANTY

REQUIREMENTS. OVERLAP SEAMS MINIMUM 6".

ROOFING

SHINGLES

PER PLAN(S)

ROOFING SHINGLES

PER PLAN(S)

RH1RIDGE, HIP DETAIL (VARIANT 1)

SCALE: 1 1/2" = 1'-0"

ROOF DECK

PER PLAN(S)

EXISTING ROOF

STRUCTURE TO

REMAIN, VERIFY

IN FIELD

36" WIDTH FULLY-ADHERED ICE AND WATER SHIELD

FROM EAVE EDGE AND EXTENDED OVER RIDGE

ROOFING SHINGLES PER PLAN(S). DOUBLE

STARTER COURSE AT ROOF PERIMETER.

CONTINUOUS METAL FASCIA WITH

INTEGRAL DRIP AT CLEAT

SHINGLE EDGE OVERHANG OF FLASHING EDGE

1/4"

CONTINUOUS METAL FASCIA CLEAT

EXISTING PLYWOOD SOFFIT TO REMAIN. PREPARE,

PRIME (1 COAT), AND PAINT (2 COATS).

SEE DETAIL 'BS' FOR

REQUIREMENTS THIS AREA

EXISTING RIDGE VENT SCREENING TO REMAIN.

PROTECT DURING CONSTRUCTION PROCEEDINGS.

SEE DETAIL 'WT' FOR REQUIREMENTS THIS AREA

ICE AND WATER SHIELD

SHINGLED OVER ROOFING

UNDERLAYMENT MINIMUM 6"

ROOFING

UNDERLAYMENT

PER PLAN(S)

CONTINUOUS RIDGE CAP ROOFING SHINGLES,

TO MATCH FIELD, CENTERED ON RIDGE

EXISTING CONDITIONS

PHOTOGRAPH PROVIDED

FOR CLARITY OF SCOPES

IDENTIFIED

PROJ. NO.

SCALE

DATE

DRAWING NO.

SUBMISSIONS & REVISIONS

MARK DATE DESCRIPTION

1 1/2" = 1'-0" R-2.1

DETAILS

B E

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JANUARY 22, 2026

JH2426B

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2426B - 0-Cover (2026-01-22).pdf (p.1)

0 - COVER

2426B - R-1.1 (2026-01-22).pdf (p.2)

R-1.1

2426B - R-1.2 (2026-01-22).pdf (p.3)

R-1.2

2426B - R-2.1 (2026-01-22).pdf (p.4)

R-2.1 - DETAILS

File details come from the government source that posted it. Updated May 1, 2026.