Attachment E - Clippert Academy Drawings.pdf

CLIENT

PROFESSIONAL

PROJECT

DESCRIPTION

ISSUE

SHEET TITLE

STAMP

SHEET 01 OF 06

COVER

Testing Engineers & Consultants

1343 Rochester Road Troy, MI 48083

Design Review Set

Detroit Public Schools

3011 W. Grand Blvd Detroit, MI 48202

Clippert Academy

1981 McKinstry Street Detroit, MI 48201

ABBREVIATIONS

NORTH

p02

DRAWING INDEX

DRAWING

NUMBER

DRAWING

NAME

A-001 COVER

A-101 ROOF PLAN

A-501 DETAILS

SYMBOLS

ROOF-TO-WALL FLASHING

DETAIL

SCALE: N.T.S.

TITLE SYMBOLS

SECTION/DETAIL TITLE

LOCATION SYMBOLS

SECTION/DETAIL CUT

A-100

Detail Number

Sheet where detail is located

Cut line

NORTH ARROW

REFERENCE PHOTOGRAPH NUMBER

NOTE

NOTE

BREAK SYMBOL

A-502 DETAILS

A-102 ROOF PLAN

CLIPPERT ACADEMY

Roof Replacement Sections A, B, C, E, F, and G

1981 McKinstry St, Detroit, MI 48209

ISSUE

TYPE

95% ISSUE

REVISION

TYPE

REVISION

DATE

ISSUE

DATE

9/22/2026

REV

9/22/2026-

9/22/2026-

9/22/2026-

9/22/2026-

A-002 GENERAL INFORMATION SHEET 9/22/2026-95% ISSUE

95% ISSUE

95% ISSUE

95% ISSUE

95% ISSUE

AutoCAD SHX Text ADA AMERICANS WITH AMERICANS WITH DISABILITIES ACT ALT ALTERNATE, ALTERNATE, ALTERNATIVE ALUM ALUMINUM ALUMINUM ARCH ARCHITECT, ARCHITECT, ARCHITECTURAL CJ CONTROL JOINT CONTROL JOINT CL CENTERLINE CENTERLINE CMU CONCRETE CONCRETE MASONRY UNIT COMP COMPOSITE COMPOSITE CONC CONCRETE CONCRETE CONST CONSTRUCTION CONSTRUCTION COORD COORDINATE COORDINATE DEG DEGREES DEGREES DIA DIAMETER DIAMETER DIM DIMENSION DIMENSION DIST DISTANCE DISTANCE DIV DIVISION DIVISION DN DOWN DOWN DWG DRAWING DRAWING EA EACH EACH EJ EXPANSION JOINT EXPANSION JOINT EL ELEVATION ELEVATION ENG ENGINEER ENGINEER EQ EQUAL EQUAL EQUIP EQUIPMENT EQUIPMENT EXT EXTERIOR EXTERIOR EXIST EXISTING EXISTING FD FLOOR DRAIN FLOOR DRAIN FDN FOUNDATION FOUNDATION FT FOOT, FEET FOOT, FEET FTG FOOTING FOOTING FM FACTORY FACTORY MUTUAL GA GAGE, GAUGE GAGE, GAUGE GALV GALVANIZED GALVANIZED GC GENERAL GENERAL CONTRACTOR GWB GYPSUM WALL GYPSUM WALL BOARD GYP GYPSUM GYPSUM HD HEAVY DUTY HEAVY DUTY HDW HARDWARE HARDWARE HORIZ HORIZONTAL HORIZONTAL HT HEIGHT HEIGHT HVAC HEATING/ HEATING/ VENTILATION/ AIR CONDITIONING IN INCH, INCHES INCH, INCHES INT INTERIOR INTERIOR INSUL INSULATION INSULATION LG LONG LONG LH LEFT HAND LEFT HAND LT LIGHT LIGHT LVL LAMINATED LAMINATED VENEER LUMBER MAX MAXIMUM MAXIMUM MECH MECHANICAL, MECHANICAL, MECHANICAL CONTRACTOR MED MEDIUM MEDIUM MFR MANUFACTURER MANUFACTURER MIN MINIMUM MINIMUM MISC MISCELLANEOUS MISCELLANEOUS MO MASONRY MASONRY OPENING MTL METALMETAL

AutoCAD SHX Text NEC NATIONAL NATIONAL ELECTRICAL CODE NIC NOT IN NOT IN CONTRACT NTS NOT TO NOT TO SCALE OA OVERALL OVERALL OC ON CENTER ON CENTER OH OVERHEAD OVERHEAD OPP OPPOSITE, OPPOSITE, OPPOSITE HAND PCF POUNDS PER POUNDS PER CUBIC FOOT PERF PERFORATED PERFORATED PL PLATE PLATE PNL PANEL PANEL PNT PAINT PAINT PSF POUNDS PER POUNDS PER SQUARE FOOT QTY QUANTITY QUANTITY REQD REQUIRED REQUIRED REV REVISED REVISED RH RIGHT HAND RIGHT HAND RO ROUGH OPENING ROUGH OPENING RTU ROOF-TOP UNIT ROOF-TOP UNIT SF SQUARE FEET SQUARE FEET SIM SIMILAR SIMILAR SPEC SPECIFICATION SPECIFICATION STD STANDARD STANDARD STRUCT STRUCTURAL STRUCTURAL T&G TONGUE AND TONGUE AND GROOVE T/ TOP, TOP OF TOP, TOP OF TBD TO BE TO BE DETERMINED THK THICK, THICK, THICKNESS TYP TYPICAL TYPICAL UL UNDERWRITERS UNDERWRITERS LABORATORIES UNO UNLESS UNLESS NOTED OTHERWISE VERT VERTICAL VERTICAL W/ WITH WITH W/O WITHOUT WITHOUT WD WOOD WOOD WP WATERPROOF, WATERPROOF, WATERPROOFING, WEATHERPROOF, WOOD PANEL WT WEIGHTWEIGHT

AutoCAD SHX Text TYPOGRAPHIC SYMBOLS @ AT AT # POUND(S), POUND(S), NUMBER % PERCENT PERCENT & AND AND " INCH(ES) INCH(ES) ' FOOT, FEET FOOT, FEET ±PLUS OR MINUS MINUS DIAMETER °DEGREES ANGLE ANGLE CENTER LINECENTER LINE

PROJECT LOCATION MAP

ROOF PLAN SYMBOL LEGEND:

ORD

INS

C

S SKYLIGHT CURB

CAPPED CURB

ROOF HATCH

ROOF CURB

SUPPORT CURBS

ROOF DRAIN

ROOF DRAIN WITH INSERT

OVERFLOW ROOF DRAIN

THROUGH-WALL SCUPPER

OVERFLOW ROOF SCUPPER

ORS

SANITARY VENT

TUBULAR PENETRATION

HOT STACK

PIPE CHASE BOX

PERIMETER OR CURBED EDGE

PARAPET WALL OR AREA DIVIDER

EXPANSION JOINT

GUTTER EDGE

PITCH PAN

ROOF-TO-WALL TRANSITION

AREA TRANSITION

SATELLITE DISH ON ROOF

W WALKPAD

WALKWAY

SUPPLY OR CONDENSATE LINE

LADDER

SLOPE DIRECTION

RIDGE LINE

DUCT WORK

R RAISED EQUIPMENT

DOWNSPOUT SPLASHBLOCKS

SUMP AREA

CHIMNEY DOWNSPOUT

THROUGH-FASCIA SCUPPER

SCUPPER WITH CONDUCTOR BOX DETAIL NUMBER CALLOUT

SHEET NUMBER CALLOUT

SCOPE OF REPLACEMENT (HATCH)

GENERAL NOTES:

1. DRAWINGS ARE PRODUCED AT ARCH D (24-INCH BY 36-INCH) SIZE.

PLEASE NOTE AND VERIFY THE SCALE INDICATED ON EACH DRAWING.

NOTE THAT ROOF PLANS AND OTHER PROJECT DRAWINGS PRODUCED

ON OTHER PAPER SIZES MAY NOT BE CORRECTLY SCALED.

2. ALL COMPONENTS SHOWN ON PROJECT DRAWINGS ARE NEW UNLESS

SPECIFICALLY INDICATED AS EXISTING.

3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY EXISTING

PROJECT SITE CONDITIONS. THESE CONDITIONS INCLUDE, BUT ARE NOT

LIMITED TO: BUILDING DIMENSIONS AND PROPOSED PROJECT STAGING

LOCATIONS, ROOF REPLACEMENT AREA DIMENSIONS, ROOF DRAINAGE

COMPONENT LOCATIONS, ROOF PENETRATION LOCATIONS, EXISTING

ROOF SYSTEM COMPONENT MAKE-UP AND THICKNESS, AND PROJECT

REPAIR QUANTITIES (IF APPLICABLE). THE CONTRACTOR SHALL VISIT

AND BECOME FAMILIAR WITH THE SITE AND BUILDING PRIOR TO

PROPOSAL SUBMISSION. INCLUDE THE COST OF ALL WORK DESCRIBED

IN THE BIDDING DOCUMENTS AND THAT IS REQUIRED OR REASONABLY

IMPLIED TO ACHIEVE THE DESIGN INTENT OF THE BIDDING DOCUMENTS.

NOTIFY THE ROOF CONSULTANT OF ANY CONFLICTS BETWEEN EXISTING

CONDITIONS AND THE NEW WORK, OF ANY OMISSIONS OR CONFLICTS IN

THE DRAWINGS AND ANY RESTRICTIONS RELATED TO THE EXECUTION

OF THE WORK INCLUDING THE COORDINATION WITH OTHER TRADES.

4. PRODUCTS PROPOSED FOR USE AND PROJECT WORK SHALL BE IN

ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL

GOVERNING ORDINANCES, CODES AND REGULATIONS. NOTIFY THE

OWNER IMMEDIATELY OF CONFLICTS BETWEEN THE SPECIFIED

PRODUCTS AND/OR PROJECT WORK REQUIREMENTS AND CODES,

ORDINANCES AND/OR REGULATIONS.

5. IF DISCREPANCIES ARE DISCOVERED WITHIN THE PROJECT MANUAL OR

DRAWINGS; THE OWNER, NOT THE CONTRACTOR, SHALL DETERMINE

THE INTENT OF THE DESIGN AND PROVIDE CLARIFICATION. NO

ALLOWANCE SHALL BE MADE FOR CONTRACTOR MISINTERPRETATION

OR IMPLIED MISINTERPRETATION OF THE PROJECT MANUAL AND

DRAWINGS.

6. REFER TO THE PROJECT MANUAL AND ROOFING SYSTEM

MANUFACTURER WRITTEN INSTRUCTIONS FOR FURTHER CLARIFICATION

OF PROJECT REQUIREMENTS. NOTIFY THE OWNER IMMEDIATELY OF

CONFLICTS BETWEEN THE SPECIFIED DESIGN REQUIREMENTS AND THE

WRITTEN REQUIREMENTS AND RECOMMENDATIONS OF THE ROOFING

SYSTEM MANUFACTURER.

7. CLOSE AND SEAL ABANDONED OPENINGS TO MATCH EXISTING

ADJACENT SURFACES WHERE MECHANICAL, PLUMBING, AND/OR

8. CONTRACTOR SHALL TAKE NORMAL PRECAUTIONS SO THAT DEBRIS,

ROOFING MATERIAL, ETC., DOES NOT FALL INTO THE BUILDING OR ON

EQUIPMENT PER SECTIONS 014000 AND 015000.

SUMMARY OF ROOF REPLACEMENT WORK - AREAS A, B & C

A. ASBESTOS LABORATORY ANALYSIS REPORT: REFER TO SECTION 022623 FOR

INFORMATION RELATING TO THE LOCATION OF ACM, IF APPLICABLE, WITHIN PROJECT

AREAS. IF POSITIVE, REFER TO SECTIONS 013543 AND 028233 FOR PROCEDURES AND

REQUIREMENTS RELATED TO THE REMOVAL AND DISPOSAL OF NON-FRIABLE

ASBESTOS RELATED TO THIS PROJECT.

B. ROOF REMOVAL AND SUBSTRATE PREPARATION: REMOVE EXISTING ROOF SYSTEM

DOWN TO THE STRUCTURAL DECK, INCLUDING ROOF MEMBRANE(S), AND UNDERLYING

INSULATION, UNDERLAYMENTS, AND ADDITIONAL ROOF MEMBRANES. INSPECT THE

EXISTING STRUCTURAL DECK, AND INFORM THE OWNER IMMEDIATELY OF OBSERVED

DAMAGE AND OR DETERIORATION. TEMPORARILY DISPLACE ROOFTOP EQUIPMENT AS

NECESSARY TO COMPLETE THE SPECIFIED WORK. REFER TO SECTION 024102.

C. PROVIDE AN ALTERNATE PRICE FOR COMPLETE REFASTENING OF EXISTING

STRUCTURAL DECKS; PROVIDE A UNIT PRICE FOR AREAS OF EXISTING STRUCTURAL

DECK THAT REQUIRE REFASTENING. NOTE THAT REFASTENING OF PERIMETER WOOD

BLOCKING IS REQUIRED. REFER TO SECTION 061516 FOR RE-FASTENING

REQUIREMENTS.

D. AFTER ROOF REMOVAL AND INSPECTION OF THE EXISTING STRUCTURAL DECK AND

PERIMETER WOOD BLOCKING, PERFORM REPAIRS TO THE STRUCTURAL DECK, AS

DETERMINED NECESSARY BY THE OWNER. REFER TO SECTION 061516. REPLACE

DAMAGED OR DETERIORATED WOOD BLOCKING, AS DETERMINED NECESSARY BY THE

OWNER. REFER TO SECTION 061053.

E. PROVIDE REQUIRED WOOD BLOCKING WHERE INDICATED ON THE PROJECT

DRAWINGS. REFER TO SECTION 061053.

F. ROOF AREAS B,C,E,F&G: PROVIDE AN UNDERLAYMENT CONSISTING OF A SELF-ADHERING

MEMBRANE. PRIOR TO APPLICATION, PREPARE AND PRIME THE DECK AS REQUIRED

BY THE ROOFING MEMBRANE MANUFACTURER. REFER TO SECTION 072215.

G. ROOF AREAS B,C,E,F&G: PROVIDE TWO LAYERS OF 2-1/2 INCH POLYISOCYANURATE INSUL

(5-INCHES TOTAL). IF INDICATED ON THE PROJECT DRAWINGS, PROVIDE INSULATION

SADDLES AND CRICKETS WHERE SHOWN. REFER TO SECTION 072221 FOR ADDITIONAL

INSULATION PRODUCT AND INSTALLATION REQUIREMENTS.

H. PROVIDE A 1/2-INCH HIGH DENSITY POLYISO COVER BOARD OVER THE UNDERLYING

INSULATION. REFER TO SECTIONS 072221 FOR ADDITIONAL PRODUCT AND

INSTALLATION REQUIREMENTS.

I. ROOF AREA A: PROVIDE A COMPLETE ASPHALT SHINGLE ROOF SYSTEM;

INCLUDING UNDERLAYMENT, SELF-ADHERING MEMBRANE (WHERE APPLICABLE),

ASPHALT SHINGLES, AND BITUMINOUS AND SHEET METAL FLASHING ACCESSORIES.

REFER TO SECTION 073113 FOR PRODUCT AND INSTALLATION REQUIREMENTS.

J. ROOF AREAS B,C,E,F&G: PROVIDE A FULLY-ADHERED, NOMINAL 60-MIL EPDM ROOF SYSTEM.

AFTER INSTALLATION OF SPECIFIED INSULATION AND COVER BOARD, INSTALL THE

EPDM ROOFING MEMBRANE IN BONDING ADHESIVE. PROVIDE EPDM AND SHEET METAL

FLASHINGS AS SPECIFIED. PROVIDE AN ALTERNATE PRICE FOR A 20-YEAR, “TOTAL

SYSTEM WARRANTY” FOR THE ROOF SYSTEM. REFER TO SECTIONS 075323 AND 076205

FOR PRODUCT AND INSTALLATION REQUIREMENTS.

1. ACCEPTABLE MANUFACTURERS:

a. CARLISLE

b. JOHNS MANVILLE

c. ELEVATE (FIRESTONE)

K. PROVIDE SEALANTS AT LOCATIONS INDICATED ON THE PROJECT DRAWINGS. REFER

TO SECTION 079201.

L. THE CONTRACTOR SHALL INCLUDE IN THEIR BASE BID REMOVAL AND REPLACEMENT

OF WOOD DECKING. UNIT COSTS WILL BE USED TO ADJUST

FINAL AMOUNT.

INDEX OF DRAWINGS:

SHEET 01 OF 06

SHEET 02 OF 06

SHEET 03 OF 06

SHEET 05 OF 06

SHEET 06 OF 06

TITLE SHEET

GENERAL INFORMATION SHEET 01 OF 01

ROOF PLAN - AREAS A, B, C & E

ROOF PLAN DETAILS 01-09

ROOF PLAN DETAILS 10-14

XX

X

CLIENT

PROFESSIONAL

PROJECT

DESCRIPTION

ISSUE

SHEET TITLE

STAMP

SHEET 02 OF 06

GENERAL NOTES

Testing Engineers & Consultants

1343 Rochester Road Troy, MI 48083

Design Review Set

Detroit Public Schools

3011 W. Grand Blvd Detroit, MI 48202

Clippert Academy

1981 McKinstry Street Detroit, MI 48201

SHEET 04 OF 06 ROOF PLAN - AREAS F & G

A-501

A-501

A-501

A-501

A-502

A-502

A-501

A-502

A-501

A-501

A-502

A-502

A-502

A-501

A-502

A-502

A-502

A-502

A-502

A-502

A-502

A-502

CLIENT

PROFESSIONAL

PROJECT

DESCRIPTION

ISSUE

SHEET TITLE

STAMP

SHEET 03 OF 06

ROOF PLAN

SECTIONS

A, B, C & E

Testing Engineers & Consultants

1343 Rochester Road Troy, MI 48083

Design Review Set

Detroit Public Schools

3011 W. Grand Blvd Detroit, MI 48202

Clippert Academy

1981 McKinstry Street Detroit, MI 48201

CLIPPERT MULTICULTURAL MAGNET HONORS ACADEMY

KEY ROOF PLAN

SCALE: N.T.S.

A A-101

NORTH

GENERAL NOTES

SECTIONS A, B, C, AND E

ROOF PLAN

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

A-101

1. ALL DIMENSIONS ARE APPROXIMATE.

2. MINIMUM 8" HIGH CURB FOR ALL ITEMS.

NIC

NIC

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

A

A-501

2 TYP.

A-501

2 TYP.

A-501

A-502

A-502

A-501

A-501

A-501

A-501

A-501

A-501

A-502 10A-502

A-501

A-501

A-501

A-501

A-501

CLIENT

PROFESSIONAL

PROJECT

DESCRIPTION

ISSUE

SHEET TITLE

STAMP

SHEET 04 OF 06

ROOF PLAN

SECTIONS F & G

Testing Engineers & Consultants

1343 Rochester Road Troy, MI 48083

Design Review Set

Detroit Public Schools

3011 W. Grand Blvd Detroit, MI 48202

Clippert Academy

1981 McKinstry Street Detroit, MI 48201

CLIPPERT MULTICULTURAL MAGNET HONORS ACADEMY

KEY ROOF PLAN

SCALE: N.T.S.

A A-101

NORTH

GENERAL NOTES

1. ALL DIMENSIONS ARE APPROXIMATE.

2. MINIMUM 8" HIGH CURB FOR ALL ITEMS.

SECTIONS F, G, H AND I

ROOF PLAN

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

A-102

NIC

NIC

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text A

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

A

4" MIN.

7" MIN.

4" MIN.

24" MINIMUM

8" M

IN

IM

U M

F

LA

SH

IN

G H

EI

G

H T

PREFINISHED 24 GA. GALV. STEEL SLIP COUNTERFLASHING.

SECURE TO EXISTING COUNTERFLASHING AS SHOWN USING

FASTENERS APPROPRIATE FOR THE SUBSTRATE

ENCOUNTERED. SECURE COUNTERFLASHING 12-INCHES

O.C. MAX., AND WITHIN 2-INCHES OF EACH END.

SELF-ADHEREING MEMBRANE. APPLY AS COUNTERFLASHING

FLANGE STRIPPING. EXTEND 4" MINIMUM UPSLOPE ABOVE

FLANGE AS SHOWN.

EXISTING UNDERLAYMENT. LAP OVER SELF-ADHERING

UNDERLAYMENT AS SHOWN. PROVIDE NEW

UNDERLAYMENT, IF NECESSARY, TO ACHIEVE CONDITION

SHOWN.

NOTE: SECURE TOP EDGE OF FLASHING USING AN ALUMINUM

TERMINATION BAR SECURED 12-INCHES O.C., MAX., AND

WITHIN 2-INCHES OF EACH END. PRIOR TO TERMINATION

BAR INSTALLATION, INSTALL MANUFACTURERS

RECOMMENDED SEALANT BEHIND FLASHING WHERE

TERMINATION BAR WILL BE PLACED. SEAL TOP EDGE OF

FLASHING AND TERMINATION BAR AFTER INSTALLATION.

NOTE: INSTALL INSIDE AND OUTSIDE FLASHING CORNERS

FOLLOWING THE RECOMMENDATIONS AND REQUIREMENTS

OF THE ROOFING MEMBRANE MANUFACTURER. PROVIDE

"T-JOINT COVERS" AT THE BASE OF THE CURB AT FLASHING

PIECE INTERSECTIONS.

NOTE: PRIOR TO INSTALLATION OF NEW FLASHING AND

COUNTERFLASHING, INSPECT EXISTING WALLS FOR

THE PRESENCE OF MASONRY WEEPS AND OTHER

WALL DRAINAGE MECHANISMS. DO NOT COVER

WEEPS, OR IMPEDE THE ABILITY OF MOISTURE TO

EXIT WALL SYSTEMS.

NEW ASPHALT SHINGLES. REMOVE ALL COURSES OF SHINGLES TO

ALLOW FOR INSTALLATION OF NEW ROOF SYSTEM FLASHING AND

COUNTERFLASHING O A WATERTIGHT CONDITION. INSTALL NEW

ASPHALT SHINGLES, TO REPLACE ASPHALT SHINGLES REMOVED

DURING WORK. REPLACEMENT ASPHALT SHINGLES TO MATCH

COLOR, TYPE AND SIZE OF EXISTING.

NOTE: TAPERED INSULATION, IF SPECIFIED, IS NOT SHOWN FOR

CLARITY.

SPECIFIED POLYISOCYANURATE INSULATION

EXISTING STRUCTURAL DECK

EPDM ROOFING MEMBRANE

REINFORCED PERIMETER FASTENING STRIP WITH

FACTORY-LAMINATED SEAM TAPE. PRIME EPDM

MEMBRANE PRIOR TO APPLICATION TO REINFORCED

FASTENING STRIP.

FASTENERS AND 2-INCH PLATES, 12-INCHES O.C. MAX.

EPDM FLASHING MEMBRANE, FULLY-ADHERED TO WALL.

REFER TO NOTE REGARDING SECUREMENT OF FLASHING.

COVER BOARD - 1/2-INCH THICK

MEMBRANE SECUREMENT ALTERNATE NO. 1

3/4"

5/8"

3/4-INCH PLYWOOD MECHANICALLY

ATTACHED TO EXISTING WALL WITH PROPER

SUBSTRATE FASTENERS - TWO ROWS

24-INCHES O.C., STAGGERED

SPECIFIED POLYISOCYANURATE INSULATION

EXISTING STRUCTURAL DECK

EPDM ROOFING MEMBRANE

REINFORCED PERIMETER FASTENING

STRIP WITH FACTORY-LAMINATED SEAM

TAPE. PRIME EPDM MEMBRANE PRIOR TO

APPLICATION TO REINFORCED FASTENING

STRIP.

EPDM FLASHING MEMBRANE, FULLY

ADHERED TO CURB

FASTENERS AND 2-INCH PLATES,

12-INCHES O.C. MAX.

COVER BOARD - 1/2-INCH THICK

APPROX.

1/2"

NOTE: AT ROOF CURB/WALL FLASHING HEIGHTS GREATER THAN

24-INCHES: PROVIDE INTERMEDIATE SECUREMENT PER THE

REQUIREMENTS AND RECOMMENDATIONS OF THE EPDM

ROOFING MEMBRANE MANUFACTURER.

NOTE: INSTALL INSIDE AND OUTSIDE FLASHING CORNERS FOLLOWING

THE RECOMMENDATIONS AND REQUIREMENTS OF THE ROOFING

MEMBRANE MANUFACTURER. PROVIDE "T-JOINT COVERS" AT THE

BASE OF THE CURB AT FLASHING PIECE INTERSECTIONS.

NOTE: SECURE TOP EDGE OF FLASHING USING AN ALUMINUM

TERMINATION BAR SECURED 12-INCHES O.C., MAX., AND WITHIN

2-INCHES OF EACH END. PRIOR TO TERMINATION BAR

INSTALLATION, INSTALL MANUFACTURERS RECOMMENDED

SEALANT BEHIND FLASHING WHERE TERMINATION BAR WILL BE

PLACED. SEAL TOP EDGE OF FLASHING AND TERMINATION BAR

AFTER INSTALLATION.

NOTE: PRIOR TO INSTALLATION OF NEW FLASHING AND

COUNTERFLASHING, INSPECT EXISTING WALLS FOR THE

PRESENCE OF MASONRY WEEPS AND OTHER WALL DRAINAGE

MECHANISMS. DO NOT COVER WEEPS, OR IMPEDE THE ABILITY

OF MOISTURE TO EXIT WALL SYSTEMS.

NOTE: TAPERED INSULATION, IF SPECIFIED, IS NOT SHOWN FOR

CLARITY.

EXISTING STRUCTURAL DECK

SPECIFIED POLYISOCYANURATE INSULATION

COVER BOARD - 1/2-INCH THICK

EPDM ROOFING MEMBRANE

4"

1/2" HUG

3/ 4"

EQ

U

AL

; 7

-1 /2

" M

AX

PRESSURE-SENSITIVE OUTER SEAM FLASHING - 9-INCH WIDTH.

SEAL EDGES AS SHOWN AFTER COMPLETION OF WORK.

PRESSURE-SENSITIVE OUTER SEAM FLASHING - 5-INCH OR 6-INCH WIDTH.

NOTE: AT A MINIMUM, PROVIDE AN ADDITIONAL 6" WIDE REINFORCEMENT

PIECE AT SHEET METAL FASCIA JOINTS. REFER TO ROOFING MEMBRANE

MANUFACTURER REQUIREMENTS FOR ADDITIONAL REQUIREMENTS AND

RECOMMENDATIONS AT SHEET METAL FASCIA JOINTS.

APPROX.

1/2"

REINFORCED PERIMETER FASTENING STRIP WITH

FACTORY-LAMINATED SEAM TAPE. PRIME EPDM

MEMBRANE PRIOR TO APPLICATION TO REINFORCED

FASTENING STRIP.

FASTENERS AND 2-INCH PLATES, 12-INCHES O.C. MAX.

PREFINISHED 24 GA. GALV. STEEL FASCIA PIECE. FABRICATE AS SHOWN. SECURE FLANGE

WITH NAILS 3-INCHES O.C. MAX. IN TWO STAGGERED ROWS (REFER TO DIAGRAM ABOVE).

HOOK TO CONTINUOUS CLEAT AS SHOWN.

NOMINAL 6-INCH WOOD BLOCKING - THICKNESS AS NECESSARY TO MATCH MAXIMUM

ROOF AREA INSULATION AND COVER BOARD THICKNESS WITH A CONSISTENT FINAL

NAILER ELEVATION. SECURE TO SUBSTRATE 18-INCHES O.C. MAX. DECREASE

FASTENER SPACING TO 9-INCHES O.C. WITHIN 10-FEET OF A BUILDING CORNER.

22 GA. GALV. STEEL CONTINUOUS CLEAT. SECURE FLANGE AND VERTICAL FACE

WITH RING SHANK COATED NAILS 12-INCHES O.C. MAX. DECREASE FASTENER

SPACING TO 6-INCHES O.C. WITHIN 10-FEET OF A BUILDING CORNER.

2" M

IN

. O

R T

O M

AT

C

H

EX

IS

TI

N G

E

LE

VA

TI

O N

W H

IC

H

EV

ER

IS

G

R

EA

TE

R

3/4"

5/8"

7- 1/

2" M

AX

. F

AC

E

APPROX.

1/2"

NOTE: AT ROOF CURB/WALL FLASHING HEIGHTS GREATER THAN

24-INCHES: PROVIDE INTERMEDIATE SECUREMENT PER THE

REQUIREMENTS AND RECOMMENDATIONS OF THE EPDM

ROOFING MEMBRANE MANUFACTURER.

NOTE: INSTALL INSIDE AND OUTSIDE FLASHING CORNERS FOLLOWING

THE RECOMMENDATIONS AND REQUIREMENTS OF THE ROOFING

MEMBRANE MANUFACTURER. PROVIDE "T-JOINT COVERS" AT THE

BASE OF THE CURB AT FLASHING PIECE INTERSECTIONS.

NOTE: SECURE TOP EDGE OF FLASHING USING AN ALUMINUM

TERMINATION BAR SECURED 12-INCHES O.C., MAX., AND WITHIN

2-INCHES OF EACH END. PRIOR TO TERMINATION BAR

INSTALLATION, INSTALL MANUFACTURERS RECOMMENDED

SEALANT BEHIND FLASHING WHERE TERMINATION BAR WILL BE

PLACED. SEAL TOP EDGE OF FLASHING AND TERMINATION BAR

AFTER INSTALLATION.

NOTE: PRIOR TO INSTALLATION OF NEW FLASHING AND

COUNTERFLASHING, INSPECT EXISTING WALLS FOR THE

PRESENCE OF MASONRY WEEPS AND OTHER WALL DRAINAGE

MECHANISMS. DO NOT COVER WEEPS, OR IMPEDE THE ABILITY

OF MOISTURE TO EXIT WALL SYSTEMS.

NOTE: TAPERED INSULATION, IF SPECIFIED, IS NOT SHOWN FOR

CLARITY.

22 GA. GALV. STEEL CONTINUOUS CLEAT.

FABRICATE WITH A 2-INCH FLANGE. SECURE

FLANGE AND VERTICAL FACE WITH RING SHANK

COATED NAILS 12-INCHES O.C. MAX. DECREASE

FASTENER SPACING TO 6-INCHES O.C. WITHIN

10-FEET OF A BUILDING CORNER.

SPECIFIED POLYISOCYANURATE INSULATION

EXISTING STRUCTURAL DECK

COVER BOARD - MIN. 1/2-INCH THICK

EPDM ROOFING MEMBRANE

REINFORCED PERIMETER FASTENING STRIP

WITH FACTORY-LAMINATED SEAM TAPE.

PRIME MEMBRANE PRIOR TO APPLICATION

TO REINFORCED FASTENING STRIP.

FASTENERS AND 2-INCH PLATES, 12-INCHES

O.C. MAX.

EPDM FLASHING MEMBRANE, FULLY-ADHERED

TO WALL REFER TO NOTE REGARDING

SECUREMENT OF FLASHING.

PREFINISHED 24 GA. GALV. STEEL PERIMETER

EDGE FASCIA PIECE. FABRICATE WITH 1/2-INCH

HUG AT EDGE OF FLANGE AS SHOWN. SECURE

FLANGE WITH NAILS 3-INCHES O.C. MAX. IN TWO

STAGGERED ROWS. HOOK BOTTOM EDGE TO

CONTINUOUS CLEAT.

3/4-INCH PLYWOOD MECHANICALLY

ATTACHED TO EXISTING WALL WITH

PROPER SUBSTRATE FASTENERS - TWO

ROWS 24-INCHES O.C., STAGGERED

PRESSURE-SENSITIVE OUTER SEAM FLASHING - 9-INCH WIDTH. SEAL EDGES

AS SHOWN AFTER COMPLETION OF WORK.

PRESSURE-SENSITIVE OUTER SEAM FLASHING - 5-INCH OR 6-INCH WIDTH.

NOTE: AT A MINIMUM, PROVIDE AN ADDITIONAL 6" WIDE REINFORCEMENT

PIECE AT SHEET METAL FASCIA JOINTS. REFER TO ROOFING MEMBRANE

MANUFACTURER REQUIREMENTS FOR ADDITIONAL REQUIREMENTS AND

RECOMMENDATIONS AT SHEET METAL FASCIA JOINTS.

TAPERED POLYISOCYANURATE INSULATION. CUT TO MATCH

CONDITION SHOWN.

CREATE A 3-FOOT ENHANCED DRAINAGE AREA WITH A MINIMUM

FINISH SLOPE OF 1/2-INCH PER FOOT AT GUTTER EDGES. CONSTRUCT

THE AREA USING TAPERED POLYISOCYANURATE INSULATION CUT TO

CREATE A FLUSH CONDITION AT THE EDGE NAILER(S) AND INSULATION.

4" FLANGE

1/2" HUG

UNDERLAYMENT

EXISTING STRUCTURAL DECK

SPECIFIED POLYISOCYANURATE INSULATION

COVER BOARD - 1/2-INCH THICK

EPDM ROOFING MEMBRANE

SPECIFIED UNDERLAYMENT

4" M

IN

8" M

IN

3"

APPROX.

1/2"

SHEET METAL WALL

SIDING WIDTH PLUS 1/2"

1- 1/

2"

3"

5/8" 3/4"

PREFINISHED 24 GA. GALV. STEEL SLIP

COUNTERFLASHING. SECURE TO

SUBSTRATE USING GASKETED FASTENERS

12-INCHES O.C. MAX., AND WITHIN 2-INCHES

OF EACH END.

PREFINISHED 24 GA. GALV. STEEL

COUNTERFLASHING RECEIVER. SECURE

TO SUBSTRATE 12-INCHES O.C.

EXISTING SHEET METAL WALL SIDING

EXISTING WALL

ENLARGED RECEIVER

DETAIL

SCALE: NONE

NOTE: INSTALL INSIDE AND OUTSIDE FLASHING CORNERS FOLLOWING

THE RECOMMENDATIONS AND REQUIREMENTS OF THE ROOFING

MEMBRANE MANUFACTURER. PROVIDE "T-JOINT COVERS" AT THE

BASE OF THE CURB AT FLASHING PIECE INTERSECTIONS.

NOTE: PRIOR TO INSTALLATION OF NEW FLASHING AND

COUNTERFLASHING, INSPECT EXISTING WALLS FOR THE

PRESENCE OF MASONRY WEEPS AND OTHER WALL DRAINAGE

MECHANISMS. DO NOT COVER WEEPS, OR IMPEDE THE ABILITY

OF MOISTURE TO EXIT WALL SYSTEMS.

NOTE: TAPERED INSULATION, IF SPECIFIED, IS NOT SHOWN FOR

CLARITY.

SPECIFIED POLYISOCYANURATE INSULATION

EXISTING STRUCTURAL DECK

EPDM ROOFING MEMBRANE

REINFORCED PERIMETER FASTENING

STRIP WITH FACTORY-LAMINATED SEAM

TAPE. PRIME EPDM MEMBRANE PRIOR TO

APPLICATION TO REINFORCED FASTENING

STRIP.

EPDM FLASHING MEMBRANE, FULLY

ADHERED TO WALL

FASTENERS AND 2-INCH PLATES,

12-INCHES O.C. MAX.

COVER BOARD - 1/2-INCH THICK

UNDERLAYMENT

PREFINISHED 24 GA. GALV. STEEL SLIP

COUNTERFLASHING. SECURE TO SUBSTRATE

USING GASKETED FASTENERS 12-INCHES O.C. MAX.,

AND WITHIN 2-INCHES OF EACH END.

PREFINISHED 24 GA. GALV. STEEL COUNTERFLASHING

RECEIVER. SECURE TO SUBSTRATE 12-INCHES O.C. REFER

TO ENLARGED DETAIL FOR FURTHER CLARIFICATION.

EXISTING SHEET METAL WALL SIDING

EXISTING WALL

NOTE: AT ROOF CURB/WALL FLASHING HEIGHTS GREATER THAN

24-INCHES: PROVIDE INTERMEDIATE SECUREMENT PER THE

REQUIREMENTS AND RECOMMENDATIONS OF THE EPDM

ROOFING MEMBRANE MANUFACTURER.

SECURE TOP EDGE OF FLASHING USING AN ALUMINUM

TERMINATION BAR SECURED 12-INCHES O.C., MAX., AND WITHIN

2-INCHES OF EACH END. PRIOR TO TERMINATION BAR

INSTALLATION, INSTALL MANUFACTURERS RECOMMENDED

SEALANT BEHIND FLASHING WHERE TERMINATION BAR WILL BE

PLACED. SEAL TOP EDGE OF FLASHING AND TERMINATION BAR

AFTER INSTALLATION.

6"

3/4

5/8

APPROX.

1/2"

NOTE: INSTALL INSIDE AND OUTSIDE FLASHING CORNERS FOLLOWING

THE RECOMMENDATIONS AND REQUIREMENTS OF THE ROOFING

MEMBRANE MANUFACTURER. PROVIDE "T-JOINT COVERS" AT THE

BASE OF THE CURB AT FLASHING PIECE INTERSECTIONS.

NOTE: PRIOR TO INSTALLATION OF NEW FLASHING AND

COUNTERFLASHING, INSPECT EXISTING WALLS FOR THE

PRESENCE OF MASONRY WEEPS AND OTHER WALL DRAINAGE

MECHANISMS. DO NOT COVER WEEPS, OR IMPEDE THE ABILITY

OF MOISTURE TO EXIT WALL SYSTEMS.

COPING CAP TERMINATION

AT END WALLS

FOR USE WHERE PARAPET WALLS AND

RELATED COPING CAPS TERMINATE

INTO VERTICAL WALLS.

PREFINISHED 24 GA. GALV. STEEL REGLETED

COUNTERFLASHING. SECURE TO SUBSTRATE WITH

GASKETED FASTENERS 12-INCHES O.C., MIN. 2

FASTENERS.

SEALANT

CUT SIDING TO WALL

2" M

IN

1" M

IN

PREFINISHED 24 GA. GALV. STEEL PARAPET CAP.

TURN UP WALL 2-INCHES, MIN., INSTALL BUTYL TAPE

BEHIND TURN-UP, AND SECURE.

FULLY-ADHERED EPDM FLASHING MEMBRANE

COPING CAP TERMINATION

AT END WALLS

FOR USE WHERE PARAPET WALLS AND

RELATED COPING CAPS TERMINATE

INTO VERTICAL WALLS.

PREFINISHED 24 GA. GALV. STEEL REGLETED

COUNTERFLASHING. SECURE TO SUBSTRATE WITH

GASKETED FASTENERS 12-INCHES O.C., MIN. 2

FASTENERS.

SEALANT

CUT REGLET INTO WALL

2" M

IN

1" M

IN

PREFINISHED 24 GA. GALV. STEEL PARAPET CAP.

TURN UP WALL 2-INCHES, MIN., INSTALL BUTYL TAPE

BEHIND TURN-UP, AND SECURE.

FULLY-ADHERED EPDM FLASHING MEMBRANE

SPECIFIED POLYISOCYANURATE INSULATION

EXISTING STRUCTURAL DECK

COVER BOARD - 1/2-INCH THICK

EPDM ROOFING MEMBRANE

REINFORCED PERIMETER FASTENING

STRIP WITH FACTORY-LAMINATED SEAM

TAPE. PRIME EPDM MEMBRANE PRIOR TO

APPLICATION TO REINFORCED FASTENING

STRIP.

EPDM FLASHING MEMBRANE, FULLY

ADHERED TO CURB

FASTENERS AND 2-INCH PLATES,

12-INCHES O.C. MAX.

NOTE: AT ROOF CURB/WALL FLASHING HEIGHTS GREATER THAN

24-INCHES: PROVIDE INTERMEDIATE SECUREMENT PER

THE REQUIREMENTS AND RECOMMENDATIONS OF THE

EPDM ROOFING MEMBRANE MANUFACTURER.

PREFINISHED 24 GA. GALV. STEEL COPING CAP.

HOOK OUTSIDE FACE TO CONTINUOUS CLEAT,

AND SECURE INNER FACE WITH GASKETED

FASTENERS APPROPRIATE FOR THE SUBSTRATE

ENCOUNTERED 18-INCHES O.C. MAX., AND WITHIN

2-INCHES OF EACH END. JOIN ADJACENT CAP

SECTIONS USING 1-INCH HIGH STANDING SEAMS.

22 GA. GALV. STEEL CONTINUOUS CLEAT.

FABRICATE AS SHOWN TO CREATE 1/2-INCH PER

FOOT SLOPE TOWARD INNER FACE. SECURE

HORIZONTAL FLANGE AND VERTICAL FACE WITH

RING SHANK COATED NAILS 6-INCHES O.C. MAX.

NOTE: EXTEND EPDM ROOFING MEMBRANE OVER AND DOWN

PERIMETER EDGE AS SHOWN. APPLY SEALANT TO BACK

SIDE OF MEMBRANE AND SECURE WITH ROOFING NAILS

AFFIXED WITH 1" DIAMETER METAL CAPS 12" O.C. MAX.

NOTE: TAPERED INSULATION, IF SPECIFIED, IS NOT SHOWN FOR

CLARITY.

NOMINAL 2-INCH THICK WOOD BLOCKING - WIDTH AS NECESSARY

TO MATCH EXISTING PARAPET WALL WIDTH. THICKNESS AS

NECESSARY TO ACHIEVE 4-INCH MINIMUM FLASHING HEIGHT.

SECURE TO SUBSTRATE 18-INCHES O.C. MAX. DECREASE

FASTENER SPACING TO 9-INCHES O.C. WITHIN 10-FEET OF A

BUILDING CORNER.

H

EI

G H

T

VA

R

IE

S;

-IN

C

H M

IN

IM

U M

3" M

IN

CL

1/2"@

NOTE: PRIOR TO SOLDERING OF STAINLESS STEEL, CLEAN WORK

AREA USING SOLVENTS AND WIRE BRUSH; REMOVING DIRT,

OIL, GREASE, AND OTHER CONTAMINANTS FROM THE

WORK AREA. TIN THE WORK AREA BY APPLYING ACID

(FLUX). PERFORM SOLDERING WORK. AFTER COMPLETION

OF WORK, REMOVE EXCESS ACID (FLUX) FROM THE WORK

AREA.

NOTE: APPLY PRIMER TO ALL SURFACES WHICH WILL

RECEIVE PRESSURE SENSITIVE OUTER SEAM

FLASHING PRIOR TO APPLICATION..

4" MIN.

4" M

IN

2" MIN. ALL SIDES

SEALANT - TYP

STAINLESS STEEL

CLAMPING BAND

POURABLE SEALER - SLOPE TO ALLOW FOR PROPER DRAINAGE.

NON-SHRINK GROUT - FILL TO 2" BELOW RIM OF PITCH PAN.

SPECIFIED POLYISOCYANURATE INSULATION

EXISTING STRUCTURAL DECK

COVER BOARD - 1/2-INCH THICK

EPDM ROOFING MEMBRANE

PRESSURE-SENSITIVE FLASHING - WIDTH AS NECESSARY TO RESULT

IN CONDITION SHOWN.

NOMINAL 6-INCH WOOD BLOCKING AS NECESSARY TO MATCH COVER

BOARD AND INSULATION THICKNESS. SECURE TO SUBSTRATE

18-INCHES O.C. MAX., AND WITHIN 2-INCHES OF EACH END.

24 GA. STAINLESS STEEL PITCH PAN WITH 6-INCH FLANGE AND ROUNDED

CORNERS. SOLDER ALL SEAMS AND LAPS WATERTIGHT - REFER TO NOTE

REGARDING SOLDERING.

EXISTING PENETRATION

24 GA. STAINLESS STEEL STORM COLLAR. SOLDER ALL LAPS AND SEAMS

WATERTIGHT. REFER TO NOTE REGARDING SOLDERING. INSTALL BUTYL

TAPE BEHIND COLLAR AS SHOWN PRIOR TO INSTALLATION OF CLAMP.

SEAL TOP OF HOOD AS SHOWN.

UNDERLAYMENT

FIELD VERIFY WALL WIDTH

3" M

IN

NOTE: TAPERED INSULATION, IF SPECIFIED, IS NOT SHOWN FOR

CLARITY.

NOTE: AT ROOF CURB/WALL FLASHING HEIGHTS GREATER THAN

24-INCHES: PROVIDE INTERMEDIATE SECUREMENT PER

THE REQUIREMENTS AND RECOMMENDATIONS OF THE

EPDM ROOFING MEMBRANE MANUFACTURER.

NOTE: INSTALL INSIDE AND OUTSIDE FLASHING CORNERS FOLLOWING

THE RECOMMENDATIONS AND REQUIREMENTS OF THE ROOFING

MEMBRANE MANUFACTURER. PROVIDE "T-JOINT COVERS" AT THE

BASE OF THE CURB AT FLASHING PIECE INTERSECTIONS.

NOTE: PRIOR TO INSTALLATION OF NEW FLASHING AND

COUNTERFLASHING, INSPECT EXISTING WALLS FOR THE

PRESENCE OF MASONRY WEEPS AND OTHER WALL DRAINAGE

MECHANISMS. DO NOT COVER WEEPS, OR IMPEDE THE ABILITY

OF MOISTURE TO EXIT WALL SYSTEMS.

" M

AX

NOTE: PROVIDE PREFINISHED 24 GA. GALV. STEEL FASCIA

EXTENSION AND 22 GA. CONTINUOUS CLEAT AS SHOWN TO

MATCH EXISTING SHEET METAL CONFIGURATION AND

ELEVATION.

SPECIFIED POLYISOCYANURATE INSULATION

EXISTING STRUCTURAL DECK

EPDM ROOFING MEMBRANE

REINFORCED PERIMETER FASTENING

STRIP WITH FACTORY-LAMINATED SEAM

TAPE. PRIME EPDM MEMBRANE PRIOR TO

APPLICATION TO REINFORCED FASTENING

STRIP.

EPDM FLASHING MEMBRANE, FULLY

ADHERED TO CURB

FASTENERS AND 2-INCH PLATES,

12-INCHES O.C. MAX.

COVER BOARD - 1/2-INCH THICK

APPROX.

1/2"

3/4-INCH PLYWOOD MECHANICALLY ATTACHED TO EXISTING

WALL WITH PROPER SUBSTRATE FASTENERS - TWO ROWS

24-INCHES O.C., STAGGERED

PREFINISHED 24 GA. GALV. STEEL COPING CAP. HOOK OUTER

AND INNER FACES TO CONTINUOUS CLEATS AS SHOWN. JOIN

ADJACENT CAP SECTIONS USING 1-INCH HIGH STANDING

SEAMS.

22 GA. GALV. STEEL CONTINUOUS CLEAT. FABRICATE AS SHOWN TO

CREATE 1/2-INCH PER FOOT SLOPE TOWARD INNER FACE. SECURE

HORIZONTAL FLANGE AND VERTICAL FACE WITH RING SHANK COATED

NAILS 6-INCHES O.C. MAX.

EXTEND FULLY-ADHERED EPDM FLASHING MEMBRANE UP AND

OVER PARAPET WALL, AND DOWN OUTSIDE FASCIA. APPLY

SEALANT TO BACK SIDE OF FLASHING MEMBRANE, AND SECURE

12" O.C. MAX.

H

EI

G H

T

VA

R

IE

S;

-IN

C

H M

IN

IM

U M

NOMINAL 2-INCH THICK WOOD BLOCKING - WIDTH AS NECESSARY

TO MATCH EXISTING PARAPET WALL WIDTH. THICKNESS AS

NECESSARY TO ACHIEVE 4-INCH MINIMUM FLASHING HEIGHT.

SECURE TO SUBSTRATE 18-INCHES O.C. MAX. DECREASE

FASTENER SPACING TO 9-INCHES O.C. WITHIN 10-FEET OF A

BUILDING CORNER.

EXISTING ASPHALT SHINGLES. REMOVE COURSES OF SHINGLES AS

NECESSARY TO ALLOW FOR INSTALLATION OF NEW ROOF SYSTEM

FLASHING AND COUNTERFLASHING WATERTIGHT CONDITION.

INSTALL NEW ASPHALT SHINGLES, TO REPLACE ASPHALT SHINGLES

REMOVED DURING WORK. REPLACEMENT ASPHALT SHINGLES TO

MATCH COLOR, TYPE AND SIZE OF EXISTING.

LCC

PLAN VIEW OF ROOF SUMP AREA

SCALE: NONE

TAPERED INSULATION/EDGE STRIPS AS NEEDED

TO RESULT IN 8'-0" X 8'-0" SUMP AREA

ROOF DRAIN

NOTE: EXTEND EPDM ROOFING MEMBRANE UNDER CLAMPING

RING AND INTO THE ROOF DRAIN. TIGHTLY SECURE

CLAMPING RING AFTER INSTALLATION OF ROOF DRAIN

FLASHING COMPONENTS.

CUT DRAINAGE HOLE IN MEMBRANE MIN. 1/2" GREATER

THAN DRAIN PIPE DIAM. ON ALL SIDES

EXTEND MEMBRANE 1" MIN.

BEYOND CLAMPING RING

IN

ST

AL

L

TA

PE

R

ED

P O

LY

IS

O C

YA

N

U R

AT

E

IN

SU

LA

TI

O N

A N

D /O

R T

AP

ER

ED

E

D G

E

ST

R

IP

T O

R

ES

U

LT

IN

' x

' S U

M P

AR

EA

(T

YP

APPROX. 4'-0" - REFER TO NOTE ABOVE REGARDING ROOF SUMP AREA

CONSTRUCTION AND SLOPE REQUIREMENTS

IN

ST

AL

L

TA

PE

R

ED

P O

LY

IS

O C

YA

N

U R

AT

E

IN

SU

LA

TI

O N

A N

D /O

R T

AP

ER

ED

E

D G

E

ST

R

IP

T O

R

ES

U

LT

IN

' x

' S U

M P

AR

EA

(T

YP

NOTE: TAPERED INSULATION, IF SPECIFIED, IS NOT SHOWN FOR

CLARITY.

EXISTING STRUCTURAL DECK

SPECIFIED POLYISOCYANURATE INSULATION

COVER BOARD - 1/2-INCH THICK

EPDM ROOFING MEMBRANE

TAPERED POLYISOCYANURATE INSULATION, AND/OR

TAPERED EDGE STRIP(S) AS NECESSARY TO RESULT IN A

8-FOOT BY 8-FOOT MINIMUM TAPERED ROOF DRAIN SUMP

AREA WITH A MINIMUM SLOPE OF 1/4-INCH PER FOOT.

EXISTING ROOF DRAIN ASSEMBLY. CLEAN BOWL FREE OF ALL

EXISTING FLASHING MATERIALS AND BITUMINOUS RESIDUE PRIOR

TO INSTALLATION OF EPDM ROOFING MEMBRANE AND

MANUFACTURER'S RECOMMENDED SEALANT. INSPECT DRAIN

BOWL, CLAMPING RING, AND OTHER ASSEMBLY COMPONENTS FOR

DAMAGE. REPLACE DAMAGED COMPONENTS AS NECESSARY PER

SECTION 024100.

EXISTING ROOF DRAIN STRAINER. REMOVE AND DISCARD

DAMAGED, BROKEN OR PLASTIC-TYPE STRAINER(S).

REPLACE DISCARDED STRAINERS WITH CAST IRON

STRAINERS. REFER TO SECTION 024100.

NOTE: EXTEND EPDM ROOFING MEMBRANE UNDER CLAMPING

RING AND INTO THE ROOF DRAIN. TIGHTLY SECURE

CLAMPING RING AFTER INSTALLATION OF ROOF DRAIN

FLASHING COMPONENTS.

MANUFACTURER'S RECOMMENDED SEALANT. INSTALL ONE TUBE,

MINIMUM, UNDER EPDM ROOFING MEMBRANE AT CLAMPING RING,

CONTINUOUS BEAD - TO ROOF DRAIN ASSEMBLY INTERSECTION.

NOTE: TAPERED INSULATION, IF SPECIFIED, IS NOT SHOWN FOR

CLARITY.

NOTE: IF FIELD SEAM EDGE IS WITHIN 9" OF DRAIN COMPRESSION

RING, EPDM TARGET PATCH REQUIRED.

UNDERLAYMENT

7-1/2" MAX. FACE

4" FLANGE

1/2" HUG

NOTE: PRIOR TO INSTALLATION OF NEW FLASHING AND

COUNTERFLASHING, INSPECT EXISTING WALLS FOR

THE PRESENCE OF MASONRY WEEPS AND OTHER

WALL DRAINAGE MECHANISMS. DO NOT COVER

WEEPS, OR IMPEDE THE ABILITY OF MOISTURE TO

EXIT WALL SYSTEMS.

22 GA. GALV. STEEL CONTINUOUS CLEAT.

FABRICATE WITH A 2-INCH FLANGE. SECURE

FLANGE AND VERTICAL FACE WITH RING SHANK

COATED NAILS 12-INCHES O.C. MAX. DECREASE

FASTENER SPACING TO 6-INCHES O.C. WITHIN

10-FEET OF A BUILDING CORNER.

PREFINISHED 24 GA. GALV. STEEL PERIMETER

EDGE FASCIA PIECE. FABRICATE WITH 1/2-INCH

HUG AT EDGE OF FLANGE AS SHOWN. SECURE

FLANGE WITH NAILS 3-INCHES O.C. MAX. IN TWO

STAGGERED ROWS. HOOK BOTTOM EDGE TO

CONTINUOUS CLEAT.

3/4"

5/8"

EXISTING STRUCTURAL DECK

SPECIFIED POLYISOCYANURATE INSULATION

COVER BOARD - 1/2-INCH THICK

EPDM ROOFING MEMBRANE

PRESSURE-SENSITIVE OUTER SEAM FLASHING - 9-INCH WIDTH. SEAL EDGES

AS SHOWN AFTER COMPLETION OF WORK.

PRESSURE-SENSITIVE OUTER SEAM FLASHING - 5-INCH OR 6-INCH WIDTH.

NOTE: AT A MINIMUM, PROVIDE AN ADDITIONAL 6" WIDE REINFORCEMENT

PIECE AT SHEET METAL FASCIA JOINTS. REFER TO ROOFING MEMBRANE

MANUFACTURER REQUIREMENTS FOR ADDITIONAL REQUIREMENTS AND

RECOMMENDATIONS AT SHEET METAL FASCIA JOINTS.

TAPERED POLYISOCYANURATE INSULATION. CUT TO MATCH

CONDITION SHOWN.

CREATE A 3-FOOT ENHANCED DRAINAGE AREA WITH A MINIMUM

FINISH SLOPE OF 1/2-INCH PER FOOT AT GUTTER EDGES. CONSTRUCT

THE AREA USING TAPERED POLYISOCYANURATE INSULATION CUT TO

CREATE A FLUSH CONDITION AT THE EDGE NAILER(S) AND INSULATION. EXISTING UNDERLAYMENT. LAP OVER SELF-ADHERING

UNDERLAYMENT AS SHOWN. PROVIDE NEW UNDERLAYMENT

TO ACHIEVE CONDITION SHOWN.

NEW ASPHALT SHINGLES. REMOVE ALL COURSES OF SHINGLES TO

ALLOW FOR INSTALLATION OF NEW ROOF SYSTEM FLASHING AND

COUNTERFLASHING WATERTIGHT CONDITION. INSTALL NEW

ASPHALT SHINGLES, TO REPLACE ASPHALT SHINGLES REMOVED

DURING WORK. REPLACEMENT ASPHALT SHINGLES TO MATCH

COLOR, TYPE AND SIZE OF EXISTING.

CLIENT

PROFESSIONAL

PROJECT

DESCRIPTION

ISSUE

SHEET TITLE

STAMP

SHEET 05 OF 06

ROOF PLAN

DETAILS 1-9

Testing Engineers & Consultants

1343 Rochester Road Troy, MI 48083

Design Review Set

Detroit Public Schools

3011 W. Grand Blvd Detroit, MI 48202

Clippert Academy

1981 McKinstry Street Detroit, MI 48201

DETAIL 1 -

SCALE: NONE

PITCH PAN FLASHING DETAIL 2 -

SCALE: NONE

ROOF DRAIN FLASHING DETAIL 3 -

SCALE: NONE

PARAPET WALL FLASHING

DETAIL 4 -

SCALE: NONE

FLASHING AT METAL WALL PANELS DETAIL 5 -

SCALE: NONE

ROOF TRANSITION FLASHING DETAIL 6 -

SCALE: NONE

ROOF TRANSITION FLASHING

DETAIL 7 -

SCALE: NONE

ROOF TRANSITION FLASHING DETAIL 8 -

SCALE: NONE

ROOF TRANSITION FLASHING DETAIL 9 -

SCALE: NONE

PARAPET WALL FLASHING

AutoCAD SHX Text

AutoCAD SHX Text Copyright 1997,1998,1999 United States Postal Service c

8" M

IN

IM

U M

H

EI

G H

T

NOTE: DIS-CONNECTIONS AND RE-CONNECTIONS OF ELECTRICAL,

PLUMBING OR MECHANICAL COMPONENTS RELATED TO

THE DISPLACEMENT AND RE-INSTALLATION OF ROOFTOP

UNITS SHALL BE PERFORMED BY A CONTRACTOR LICENSED

TO PERFORM SUCH WORK. COORDINATE THIS WORK WITH

THE OWNER.

NOTE: AT ROOF CURB/WALL FLASHING HEIGHTS GREATER THAN

24-INCHES: PROVIDE INTERMEDIATE SECUREMENT PER

THE REQUIREMENTS AND RECOMMENDATIONS OF THE

EPDM ROOFING MEMBRANE MANUFACTURER.

NOTE: INSTALL INSIDE AND OUTSIDE FLASHING CORNERS

FOLLOWING THE RECOMMENDATIONS AND REQUIREMENTS

OF THE ROOFING MEMBRANE MANUFACTURER. PROVIDE

"T-JOINT COVERS" AT THE BASE OF THE CURB AT FLASHING

PIECE INTERSECTIONS.

NOTE: APPLY WATER CUT OFF MASTIC TO THE BACKSIDE OF

FLASHING PRIOR TO COUNTERFLASIHNG INSTALLATION.

USE COUNTERFLASHING AS SECUREMENT PIECE FOR

FLASHING AS SHOWN.

NOTE: TAPERED INSULATION, IF SPECIFIED, IS NOT SHOWN FOR

CLARITY.

SPECIFIED POLYISOCYANURATE INSULATION

EXISTING STRUCTURAL DECK

COVER BOARD - 1/2-INCH THICK

EPDM ROOFING MEMBRANE

APPROX.

1/2"

EPDM FLASHING MEMBRANE, FULLY ADHERED TO CURB. REFER TO

NOTE REGARDING SECUREMENT OF FLASHING.

REINFORCED PERIMETER FASTENING STRIP WITH FACTORY-LAMINATED

SEAM TAPE. PRIME EPDM MEMBRANE PRIOR TO APPLICATION TO REINFORCED

FASTENING STRIP.

FASTENERS AND 2-INCH PLATES, 12-INCHES O.C. MAX.

UNDERLAYMENT

EXISTING OR NEW ROOF HATCH

ON CURB - RAISE TO

ACCOMMODATE NEW ROOF

SYSTEM ELEVATION, AND

RE-SECURE FLANGE TO WOOD

BLOCKING AS SHOWN. PROVIDE

INTERIOR FINISH REPAIRS AS

NEEDED TO ACCOMMODATE

RAISING OF CURB.

NOMINAL WOOD BLOCKING.

THICKNESS TO MATCH EXISTING

COVER BOARD AND INSULATION

THICKNESS; WIDTH GREATER

THAN ROOF HATCH CURB AND

CURB FLANGE. SECURE TO

SUBSTRATE 18-INCHES O.C.

WITH SPECIFIED FASTENERS

APPROPRIATE FOR THE

SUBSTRATE ENCOUNTERED.

PREFINISHED 24 GA. GALV.

STEEL SLIP COUNTERFLASHING.

SECURE TO EXISTING CURB

COUNTERFLASHING AS SHOWN

USING GASKETED FASTENERS

12-INCHES O.C. MAX., AND

WITHIN 2-INCHES OF EACH END.

APPLY SEALANT TO BACKSIDE

OF COUNTERFLASHING PRIOR

TO INSTALLATION.

NEW SAFETY POST.

CL

NOTE: PRIOR TO SOLDERING OF STAINLESS STEEL, CLEAN WORK AREA USING SOLVENTS

AND WIRE BRUSH; REMOVING DIRT, OIL, GREASE, AND OTHER CONTAMINANTS FROM

THE WORK AREA. TIN THE WORK AREA BY APPLYING ACID (FLUX). PERFORM

SOLDERING WORK. AFTER COMPLETION OF WORK, REMOVE EXCESS ACID (FLUX)

FROM THE WORK AREA.

NOTE: TAPERED INSULATION, IF SPECIFIED, IS NOT SHOWN FOR

CLARITY.

CL

MIN. 1" AIR

GAP OR MATCH

EXIST. - WHICHEVER

IS GREATER

4" M

IN

8" M

IN

. F

LA

SH

IN

G

H

EI

G H

T

FIELD-FABRICATED

FLASHING

HOT STACK

NOTE: APPLY PRIMER TO ALL SURFACES WHICH WILL

RECEIVE PRESSURE SENSITIVE OUTER SEAM

FLASHING PRIOR TO APPLICATION.

3" MIN3" MIN

2 1/2"

NOTE: WHEN OUTSIDE DIAMETER OF THE PIPE

EXCEEDS 18", ADDITIONAL FIELD MEMBRANE

SECUREMENT REQUIRED. REFER TO

MANUFACTURER'S DETAILS.

PRESSURE-SENSITIVE

FLASHING - 12-INCH WIDTH.

PRESSURE-SENSITIVE

FLASHING - 9-INCH WIDTH.

PRESSURE-SENSITIVE

FLASHING - 5 OR 6-INCH

WIDTH.

PRESSURE-SENSITIVE

OUTERSEAM FLASHING;

6-INCH WIDTH. SEAL

EDGES AS SHOWN.

PRE-FABRICATED

BOOT FLASHING

EXISTING TUBULAR

PENETRATION

PIPE EXTENSION (IF NECESSARY) TO

ACHIEVE 8" MIN. FLASHING HEIGHT.

PROVIDE SEALANT AT INTERSECTION

BETWEEN EXISTING TUBULAR

PENETRATION AND EXTENSION.

24 GA. STAINLESS STEEL STORM COLLAR

SOLDER ALL LAPS AND SEAMS WATERTIGHT.

REFER TO NOTE REGARDING SOLDERING.

INSTALL BUTYL TAPE BEHIND COLLAR AS

SHOWN PRIOR TO INSTALLATION OF CLAMP.

SEAL TOP OF HOOD AS SHOWN.

SEALANT - TYP

STAINLESS STEEL CLAMPING

BAND

STAINLESS STEEL CLAMPING BAND.

PRIOR TO INSTALLATION, APPLY

MANUFACTURERS RECOMMENDED

SEALANT BEHIND EPDM FLASHING.

SEAL TOP OF FLASHING AND BAND

AFTER INSTALLATION.

EXISTING HIGH-TEMPERATURE

TUBULAR PENETRATION

PRESSURE-SENSITIVE FLASHING - 12-INCH

WIDTH.

PRESSURE-SENSITIVE FLASHING - 9-INCH

WIDTH.

PRESSURE-SENSITIVE FLASHING - 5 OR

6-INCH WIDTH.

PRESSURE-SENSITIVE OUTERSEAM

FLASHING; 6-INCH WIDTH. SEAL EDGES

AS SHOWN.

SEALANT - TYP

STAINLESS STEEL

CLAMPING BAND

SPECIFIED POLYISOCYANURATE INSULATION - TYP.

EXISTING STRUCTURAL DECK - TYP.

COVER BOARD - 1/2-INCH THICK - TYP.

EPDM ROOFING MEMBRANE - TYP.

UNDERLAYMENT - TYP.

24 GA. STAINLESS STEEL STORM COLLAR

SOLDER ALL LAPS AND SEAMS

WATERTIGHT. REFER TO NOTE

REGARDING SOLDERING. INSTALL BUTYL

TAPE BEHIND COLLAR AS SHOWN PRIOR

TO INSTALLATION OF CLAMP. SEAL TOP

OF HOOD AS SHOWN.

24 GA. STAINLESS STEEL FLANGED

SLEEVE. SOLDER ALL LAPS AND SEAMS

WATERTIGHT. REFER TO NOTE

REGARDING SOLDERING. SECURE TO

STRUCTURAL DECK AS SHOWN.

NOTE: EXISTING FLANGED SLEEVE

COMPONENTS DETERMINED TO BE IN

GOOD CONDITION AND FREE OF

BITUMINOUS CONTAMINATION MAY BE

CONSIDERED FOR RE-USE.

PREFINISHED 24 GA. GALV. STEEL

SURFACE-MOUNTED

COUNTERFLASHING. SECURE TO

EXISTING CURB COUNTERFLASHING

AS SHOWN USING GASKETED

FASTENERS 12-INCHES O.C. MAX.,

AND WITHIN 2-INCHES OF EACH END.

SELF-ADHERING MEMBRANE

COMPATIBLE WITH EXISTING

SUBSTRATE(S)

REFER TO DETAILS BELOW FOR

FLASHING REQUIREMENTS.

ALT. COUNTERFLASHING NO. 2

FOR USE WHERE APPROVED AND WHERE

EXISTING CURB IS SEPARATED FROM THE

EXISTING ROOFTOP PENETRATION

BUTYL TAPE - INSTALL BEHIND

COUNTERFLASHING

SEALANT

NOTE: SECURE TOP EDGE OF FLASHING USING AN

ALUMINUM TERMINATION BAR SECURED

12-INCHES O.C., MAX., AND WITHIN

2-INCHES OF EACH END. PRIOR TO

TERMINATION BAR INSTALLATION, INSTALL

MANUFACTURERS RECOMMENDED

SEALANT BEHIND FLASHING WHERE

TERMINATION BAR WILL BE PLACED. SEAL

TOP EDGE OF FLASHING AND TERMINATION

BAR AFTER INSTALLATION.

NOTE: INSTALL INSIDE AND OUTSIDE FLASHING

CORNERS FOLLOWING THE

RECOMMENDATIONS AND REQUIREMENTS

OF THE ROOFING MEMBRANE

MANUFACTURER. PROVIDE "T-JOINT

COVERS" AT THE BASE OF THE CURB AT

FLASHING PIECE INTERSECTIONS.

ALT. VERTICAL MEMBRANE TERMINATION

FOR USE WHERE HORIZONTAL TERMINATION OF

EPDM MEMBRANE IS NOT POSSIBLE

4" M

IN

8" M

IN

FL

AS

H

IN

G H

EI

G

H T

NOTE: DIS-CONNECTIONS AND RE-CONNECTIONS

OF ELECTRICAL, PLUMBING OR

MECHANICAL CONNECTIONS RELATED TO

THE DISPLACEMENT AND RE-INSTALLATION

OF ROOFTOP UNITS SHALL BE PERFORMED

BY A CONTRACTOR LICENSED TO PERFORM

SUCH WORK. COORDINATE THIS WORK

WITH THE OWNER.

NOTE: TAPERED INSULATION, IF SPECIFIED, IS NOT

SHOWN FOR CLARITY.

EPDM ROOFING MEMBRANE

REINFORCED PERIMETER FASTENING STRIP WITH

FACTORY-LAMINATED SEAM TAPE. PRIME EPDM

MEMBRANE PRIOR TO APPLICATION TO REINFORCED

FASTENING STRIP.

BATTEN STRIP OR FASTENERS AND 2-INCH PLATES,

12-INCHES O.C. MAX.

1-1/4" 1/2"

APPR

O

X.

2-3/4"

EPDM MEMBRANE, FULLY ADHERED TO CURB. 8" MIN.

HEIGHT, REFER TO NOTE REGARDING SECUREMENT

OF FLASHING.

ALT. VERTICAL TERMINATION -

TWO PIECE FLASHING

FOR USE WHERE HORIZONTAL TERMINATION OF

EPDM MEMBRANE IS NOT POSSIBLE

1-1/4" 1/2"

2-3/4"

EPDM ROOFING MEMBRANE

SEAM TAPE - 6-INCH WIDTH. APPLY PRIMER

TO UNDERLYING EPDM ROOF MEMBRANE

AND OVERLYING EPDM FLASHING

MEMBRANE PRIOR TO APPLICATION.

BATTEN STRIP OR FASTENERS AND 2-INCH

PLATES, 12-INCHES O.C. MAX.

PRESSURE-SENSITIVE OUTERSEAM

FLASHING; MIN. 5-INCH WIDTH. SEAL

EDGES AS SHOWN.

4" M

IN

WRAP EPDM MEMBRANE FLASHING OVER

THE TOP OF THE CURB AND SECURE TO

THE INSIDE OF THE CURB WITH 1" METAL

CAP NAILS AT 6" O.C. MAXIMUM.

MEMBRANE SECUREMENT

PREFINISHED 24 GA. GALV.

STEEL SLIP COUNTERFLASHING.

SECURE TO EXISTING CURB

COUNTERFLASHING AS SHOWN

USING GASKETED FASTENERS

12-INCHES O.C. MAX., AND

WITHIN 2-INCHES OF EACH END.

EXISTING ROOFTOP UNIT

COUNTERFLASIHNG

REFER TO DETAILS BELOW FOR

FLASHING REQUIREMENTS.

ALT. COUNTERFLASHING NO. 1

FOR USE WHERE APPROVED AND WHERE EXISTING

ROOFTOP UNIT CANNOT BE DISPLACED TO ALLOW FOR

FLASHING, OR WHERE GAP BETWEEN EXISTING

ROOFTOP UNIT COUNTERFLASHING AND CURB IS TOO

NARROW TO ACCOMMODATE FLASHING

4" M

IN

8" M

IN

FL

AS

H

IN

G H

EI

G

H T

EXIST. ROOFTOP PENETRATION

ALT. NOTE:

ALT. SECUREMENT

APPROX.

1/2"

SEAM TAPE - 6-INCH WIDTH. APPLY PRIMER TO

UNDERLYING EPDM ROOF MEMBRANE AND OVERLYING

EPDM FLASHING MEMBRANE PRIOR TO APPLICATION.

2"

PRESSURE-SENSITIVE OUTERSEAM FLASHING;

MINIMUM 5-INCH WIDTH. SEAL EDGES AS SHOWN.

ALT. TWO-PIECE FLASHING

EPDM FLASHING, 8" MIN. HEIGHT, FULLY

ADHERED TO CURB. REFER TO NOTE

REGARDING SECUREMENT OF MEMBRANE.

EXISTING STRUCTURAL DECK

WOOD BLOCKING - IF NECESSARY TO ACHIEVE

8-INCH MINIMUM FLASHING HEIGHT. SECURE TO

SUBSTRATE 18-INCHES O.C. AND WITHIN 2-INCHES

OF EACH END.

EXISTING ROOFTOP UNIT - TEMPORARILY DISPLACE

TO ALLOW FOR INSTALLATION OF NEW ROOF

SYSTEM AND RELATED FLASHING COMPONENTS.

REINSTALL TO ORIGINAL POSITION AFTER

COMPLETION OF WORK. RE-SECURE TO EXISTING

CURB WITH GASKETED FASTENERS 12-INCHES O.C.

MAX., AND WITHIN 2-INCHES OF EACH CORNER.

CURB INSULATION - IF EXISTING

CURB IS INSULATED, AND

EXISTING INSULATION CANNOT BE

SALVAGED, PROVIDE CURB

INSULATION TO MATCH EXISTING.

4" M

IN

COVER BOARD - 1/2-INCH THICK

EPDM ROOFING MEMBRANE

REINFORCED PERIMETER FASTENING STRIP WITH

FACTORY-LAMINATED SEAM TAPE. PRIME EPDM

MEMBRANE PRIOR TO APPLICATION TO REINFORCED

FASTENING STRIP.

FASTENERS AND 2-INCH PLATES, 6-INCHES O.C. MAX.

EPDM MEMBRANE, 8" MIN. HEIGHT, FULLY

ADHERED TO CURB. REFER TO NOTE

REGARDING SECUREMENT OF MEMBRANE.

APPROX.

1/2"

SPECIFIED POLYISO. INSULATION

EXISTING STRUCTURAL DECK

EPDM RFG.

MEMBRANE

APPR

O

X.

2-3/4"

STARTER COARSE OF

ASPHALT SHINGLES

SELF-ADHERING MEMBRANE

DRIP EDGE METAL - NAIL

8-INCHES O.C.; 4-INCHES

O.C. IN HIGH-WIND ZONES

(DESIGN WIND SPEED

GREATER THAN 90 MPH).

SELF-ADHERING MEMBRANE

STRIPPING PLY

UNDERLAYMENT

SEALING STRIP

GUTTER - REFER TO ADJACENT

DETAIL FOR FURTHER

CLARIFICATION.

DOWNSPOUT RECEIVER PIECE - FABRICATE USING PREFINISHED 24

GA. GALV. STEEL. FASTEN AND SEAL TO GUTTER AS SHOWN.

PREFINISHED 24 GA. GALV. STEEL GUTTER.

FABRICATE GUTTER IN ACCORDANCE WITH

"SMACNA" STYLE "D". JOINTS IN GUTTERS

MUST BE LAPPED 1-1/2 INCH, RIVETED

1-INCH O.C. SEALED WITH SEALANT.

GUTTER SPACERS - 1-INCH WIDE X

1/8-INCH THICK, SPACED 24-INCHES O.C.

MAX. SEAL AND SECURE TO GUTTER AS

SHOWN.

6" MIN.

6" M

IN

3" M

IN

PREFINISHED 24 GA. GALV. STEEL 4-INCH X 5-INCH RECTANGULAR

DOWNSPOUT. FABRICATE AND INSTALL DOWNSPOUTS IN

ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATIONS OF

THE SPECIFICATIONS AND SMACNA. SECURE DOWNSPOUT TO WALL

WITH BRACKETS AND FASTENERS APPROPRIATE FOR THE SUBSTRATE

ENCOUNTERED. TERMINATE BOTTOM OF DOWNSPOUT TO MATCH

EXISTING.

1" M

IN

EXTEND SELF-ADHERING MEMBRANE

24-INCHES MIN. BEYOND INTERIOR WALL OF

BUILDING ENVELOPE. LAP UPSLOPE

UNDERLAYMENT OVER SELF-ADHERING

MEMBRANE 4-INCHES MIN., SHINGLE-STYLE

AS SHOWN.

3"

2"

DRIP EDGE METAL: PREFINISHED 24 GA.

GALV. STEEL WITH A MINIMUM 3-INCH

FLANGE. SECURE 8-INCHES O.C.; 4-INCHES

O.C. IN HIGH-WIND ZONES (DESIGN WIND

SPEED GREATER THAN 90 MPH).

PREFINISHED 24 GA. GALV. STEEL FASCIA EXTENSION. SECURE VERTICAL

FACE WITH FASTENERS APPROPRIATE FOR THE SUBSTRATE

ENCOUNTERED 12-INCHES O.C. MAX.; DECREASE FASTENER SPACING TO

6-INCHES O.C. WITHIN 10-FEET OF A BUILDING CORNER.

NOTE: CONFIGURATION OF FASCIA MAY VARY. FIELD-VERIFY

CONFIGURATION AND DIMENSIONS.

AXONOMETRIC VIEW

SCALE: NONE

SECTION VIEW

SCALE: NONE

SL

OPE

SELF-ADHERING MEMBRANE

ASPHALT SHINGLES. SECURE EACH FULL-LENGTH

SHINGLE WITH SIX ROOFING NAILS.

EXISTING STRUCTURAL DECK

PREFINISHED 24 GA. GALV. STEEL DRIP EDGE METAL. FABRICATE WITH A MINIMUM

3-INCH HORIZONTAL FLANGE. FABRICATE FASCIA TO MATCH EXISTING; WITH A

MINIMUM FASCIA DIMENSION OF 2-INCHES. SECURE 8-INCHES O.C.; 4-INCHES O.C. IN

HIGH-WIND ZONES (DESIGN WIND SPEED GREATER THAN 90 MPH).

SPECIFIED UNDERLAYMENT; LAP 4-INCHES

OVER SELF-ADHERING UNDERLAYMENT

TO

M

AT

C

H

EX

IS

TI

N G

; 2

M

IN

IM

U

M

RAKE EDGE FLANGE - NAIL

8-INCHES O.C.; 4-INCHES O.C. IN

HIGH-WIND ZONES (DESIGN WIND

SPEED GREATER THAN 90 MPH).

ASPHALT SHINGLES

SELF-ADHERING

MEMBRANE

SEALING STRIP

3"

2"

EXTEND SELF-ADHERING MEMBRANE 24-INCHES MIN.

BEYOND INTERIOR WALL OF BUILDING ENVELOPE. LAP

UPSLOPE UNDERLAYMENT OVER SELF-ADHERING

MEMBRANE 4-INCHES MIN., SHINGLE-STYLE AS

SHOWN.

AXONOMETRIC VIEW

SCALE: NONE

SECTION VIEW

SCALE: NONE

SELF-ADHERING MEMBRANE - LAP 4-INCHES OVER

UNDERLAYMENT

ASPHALT SHINGLES. SECURE EACH FULL-LENGTH

SHINGLE WITH SIX ROOFING NAILS.

EXISTING STRUCTURAL DECK

ASPHALT HIP SHINGLES. SECURE WITH ROOFING

NAILS. SEAL EXPOSED NAILS.

RIDGE/HIP FLASHING DETAIL

NOTE: DO NOT INSTALL ASPHALT SHINGLES CONFIGURED WITH RIDGE VENTS AT

HIPS. EXTEND SELF-ADHERING MEMBRANE OVER HIP (18-INCHES ON EACH SIDE

OF HIP, AND OVERLAP OVER UNDERLAYMENT 4-INCHES, MIN.).

18" MIN.

BOTH SIDES OF HIP 4"

LAP

UNDERLAYMENT

ASPHALT SHINGLES - SECURE EACH FULL-LENGTH

SHINGLE WITH SIX ROOFING NAILS. NOTCH

SHINGLES AS SHOWN TO ACCOMMODATE TUBULAR

PENETRATION FLASHING.

NOTE: FIELD UNDERLAYMENT AND ROOFING DECK NOT SHOWN FOR CLARITY

FASTEN FLANGE OR PREFABRICATED METAL

FLASHING AS RECOMMENDED BY MANUFACTURER.

SEAL FASTENER HEADS AFTER INSTALLATION.

APPLY NEW

SEALANT UNDER

SHINGLES

LAP UNDERLAYMENT

OVER FLASHING

SOFT-METAL FLASHING SLEEVE

ROLL INTO VENT PIPE 1" MIN.

SEALING STRIP

EXISTING PLYWOOD

DECK

SPECIFIED UNDERLAYMENT

SEALANT

SPECIFIED UNDERLAYMENT

OVER FLASHING

PIPE PENETRATION METAL

SLEEVE FLASHING

SEALANT

1" M

IN

TOP VIEW

DETAIL

SCALE: NONE

4" M

IN

4" M

IN

6" MIN. 6" MIN.

6" M

IN

6" M

IN

36" SELF ADHERING MEMBRANE

2"

24 GA. GALV. STEEL FLASHING - SOLDER ALL

JOINTS WATERTIGHT - SET IN A SOLDER BED

OF MASTIC SECURED 4" O.C. MAX. - EXPOSED

FASTENERS SHALL BE SCREWS WITH EPDM

WASHERS

SELF-ADHERING MEMBRANE.

EXTEND UPSLOPE 24-INCHES MIN.,

BEYOND INTERIOR WALL OF THE

BUILDING ENVELOPE AS SHOWN.

EXTEND SELF-ADHERING MEMBRANE

OVER FLANGE OF PERIMETER EDGE

FASCIA METAL AS SHOWN.

ASPHALT SHINGLES. SECURE EACH

FULL-LENGTH SHINGLE WITH SIX

ROOFING NAILS.

EXISTING STRUCTURAL DECK

AT LOCATIONS WHERE FASCIA DIMENSION EXCEEDS 5-INCHES: 22 GA.

GALV. STEEL CONTINUOUS CLEAT. SECURE WITH FASTENERS

APPROPRIATE FOR THE SUBSTRATE ENCOUNTERED 12-INCHES O.C.

MAX.; DECREASE FASTENER SPACING TO 6-INCHES O.C. WITHIN

10-FEET OF A BUILDING CORNER.

PERIMETER FASCIA METAL: PREFINISHED 24

GA. GALV. STEEL WITH A MINIMUM 3-INCH

FLANGE. HOOK TO CONTINUOUS CLEAT (IF

APPLICABLE) AND SECURE 8-INCHES O.C.;

4-INCHES O.C. IN HIGH-WIND ZONES (DESIGN

WIND SPEED GREATER THAN 90 MPH).

EXTEND SELF-ADHERING MEMBRANE 24-INCHES MIN.

BEYOND INTERIOR WALL OF BUILDING ENVELOPE. LAP

UPSLOPE UNDERLAYMENT OVER SELF-ADHERING

MEMBRANE 4-INCHES MIN., SHINGLE-STYLE AS

SHOWN.

TO

M

AT

C

H E

XI

ST

IN

G

; 2 " M

IN

IM

U M

N O

TE

PR

O

VI

D

E

G A.

G

AL

V.

S

TE

EL

C O

N

TI

N U

O U

S C

LE

AT

A S

SH

O

W N

W H

ER

E

FA

SC

IA

D

IM

EN

SI

O

N

IS

G R

EA

TE

R T

H

AN

3"

2"

SELF-ADHERING MEMBRANE STRIPPING PLY

OVER FLANGE. EXTEND 4-INCHES, MIN.

BEYOND BACK EDGE OF FLANGE.

STARTER COARSE OF

ASPHALT SHINGLES

SELF-ADHERING MEMBRANE

DRIP EDGE FASCIA - NAIL

8-INCHES O.C.; 4-INCHES

O.C. IN HIGH-WIND ZONES

(DESIGN WIND SPEED

GREATER THAN 90 MPH).

SELF-ADHERING MEMBRANE

STRIPPING PLY

UNDERLAYMENT

SEALING STRIP AXONOMETRIC VIEW

SCALE: NONE

SECTION VIEW

SCALE: NONE

PRIOR TO THE INSTALLATION OF FASCIA & UNDERLAYMENT CONTRACTOR TO

INSTALL LIQUID APPLIED FLASHING SYSTEM - EMBED MANUFACTURES

RECOMMENDED FABRIC INTO FIRST COAT

6" MIN.

6"

1" M

IN

6"

3" M

IN

2" M

IN

. O

R T

O M

AT

C

H E

XI

ST

IN

G

E

LE

VA

TI

O N

W H

IC

H

EV

ER

IS

G

R

EA

TE

R

4"

1/2" HUG

GUTTER EDGE FLANGE CONFIGURATION

AND NAILING PATTERN DIAGRAM

SCALE: NONE

NOTE: THE PURPOSE OF THIS DIAGRAM IS

TO SHOW GUTTER EDGE FASCIA FLANGE

FASTENING PATTERNS AND NAILER

CONFIGURATION. THE ACTUAL FASCIA

CONFIGURATION, SIZE OF NAILERS, AND

NUMBER OF NAILERS REQUIRED TO

ACHIEVE THE REQUIREMENTS SHOWN IN

THE DETAIL BELOW WILL VARY.

3" MIN.

4" FLANGE

1/2" HUG

6" MIN.

1/2" MIN.

NOTE: EXTEND EPDM ROOFING MEMBRANE OVER AND DOWN

PERIMETER EDGE AS SHOWN. SECURE WITH ROOFING

NAILS AFFIXED WITH 1" DIAMETER METAL CAPS 12" O.C.

MAX.

NOTE: TAPERED INSULATION, IF SPECIFIED, IS NOT SHOWN FOR

CLARITY.

DOWNSPOUT RECEIVER PIECE - FABRICATE USING PREFINISHED 24 GA.

GALV. STEEL. FASTEN AND SEAL TO GUTTER AS SHOWN.

PREFINISHED 24 GA. GALV. STEEL FASCIA EXTENSION PIECE. SECURE

TO SUBSTRATE WITH SPECIFIED FASTENER APPROPRIATE FOR THE

SUBSTRATE ENCOUNTERED 12" O.C. MAX.

PROVIDE GUTTER HANGERS 30-INCHES O.C. - FABRICATE FROM 1-INCH X

1/8-INCH GALV. STEEL, PAINTED TO MATCH GUTTER. SECURE TO

SUBSTRATE WITH FASTENERS APPROPRIATE FOR THE SUBSTRATE

ENCOUNTERED. SECURE WITH TWO FASTENERS, MINIMUM, PER HANGER.

UNDERLAYMENT

PRESSURE-SENSITIVE OUTER SEAM FLASHING - 5-INCH OR

6-INCH WIDTH.

NOTE: AT A MINIMUM, PROVIDE AN ADDITIONAL 6" WIDE

REINFORCEMENT PIECE AT SHEET METAL FASCIA JOINTS.

REFER TO ROOFING MEMBRANE MANUFACTURER

REQUIREMENTS FOR ADDITIONAL REQUIREMENTS AND

RECOMMENDATIONS AT SHEET METAL FASCIA JOINTS.

NOMINAL 6-INCH WOOD BLOCKING - THICKNESS AS NECESSARY TO

MATCH MAXIMUM ROOF AREA INSULATION AND COVER BOARD

THICKNESS WITH A CONSISTENT FINAL NAILER ELEVATION. SECURE

TO SUBSTRATE 18-INCHES O.C. MAX. DECREASE FASTENER SPACING

TO 9-INCHES O.C. WITHIN 10-FEET OF A BUILDING CORNER.

TAPERED POLYISOCYANURATE INSULATION

MINIMUM STARTING THICKNESS OF 1-INCH

EXISTING STRUCTURAL DECK

SPECIFIED POLYISOCYANURATE INSULATION

COVER BOARD - 1/2-INCH THICK

EPDM ROOFING MEMBRANE

GUTTER FABRICATED FROM 24 GA.

PREFINISHED GALV. STEEL. OVERLAP

GUTTER SECTIONS 1-1/2 INCH, SEAL, AND

POP RIVET SECTIONS WITH TWO ROWS OF

POP RIVETS, SPACED 1/2"-3/4" O.C. IN EACH

ROW. SECURE BACK VERTICAL FLANGE

TO SUBSTRATE 18" O.C. MAX.

PRESSURE-SENSITIVE OUTER SEAM

FLASHING - 9-INCH WIDTH. SEAL EDGES

AS SHOWN AFTER COMPLETION OF

WORK.

GUTTER SPACERS - 1/8-INCH THICK BY

1-INCH WIDE, 30-INCHES O.C. MAX.

FABRICATE FROM GALVANIZED STEEL.

PAINT SPACERS TO MATCH GUTTER COLOR.

SEAL AND SECURE TO GUTTER.

PREFINISHED 24 GA. GALV. STEEL RECTANGULAR…