roof replacement missouri school for the blind saint louis ... · 01 aerial location map missouri...

Missouri School for the Blind

OWNER: STATE OF MISSOURIMICHAEL L. PARSON,GOVERNOR

PROJECTMANAGEMENT:

OFFICE OF ADMINISTRATIONDIVISION OF FACILITIESMANAGEMENT, DESIGN ANDCONSTRUCTION

DESIGNER: PATTERHN IVES, LLC

PROJECT NUMBER: E1908-01

ASSET NUMBERS: 50120110075012011009

Saint Louis, Missouri

Roof Replacement

SHEET NUMBER:

G-0011 OF 10 SHEETS01/24/2020

DEPARTMENT OFELEMENTARY AND SECONDARYEDUCATION

patterhn ives llc7 7 5 1 c a r o n d e l e t a v e n u ec l a y t o n t o w e r s u i t e 5 0 0s t l o u i s m i s s o u r i 6 3 1 0 5

01

AERIAL LOCATION MAP

MISSOURI SCHOOL FOR THE BLIND - 3815 MAGNOLIA AVENUE, SAINT LOUIS MISSOURI

NORTH

SITE

LIST OF DRAWINGS:G-001 COVERA-100 OVERALL ROOF PLANA-101 ENLARGED ROOF PLANA-102 ENLARGED ROOF PLANA-103 ENLARGED ROOF PLANSA-500 EXISTING ROOF ASSEMBLIESA-501 ROOF ASSEMBLIESA-502 ROOF DETAILSA-503 ROOF DETAILSA-504 ROOF DETAILS

MHD ANNEX

28,369sf

LIBRARY

BOOK STACKS

4673sf

K

DORMITORY

6217sf

LITTLE

THEATRE

2668sf

DINING HALL

CAFETERIA

1875sf

DINING HALL

CANTEEN

1372sf

C & D

DORMITORY

4775sf

ADMINISTRATION

4518sf

01

CAMPUS ORIENTATION ROOF PLAN

A-100 1"=30'-0" 0 7'-6" 15' 30' 60'

T

R

U

E

N

O

R

T

H

NORTH

PROJECT

GENERAL NOTES

01

A-101

02

A-103

01

A-103

01

A-102

03

A-103

A

AB

ADJ

AFF

AGGR

ALT

ALUM

AP

APPROX

ARCH

B

BD

BKHD

BLDG

BLK

BLKG

BM

BO

BOS

BOD

BOT

BRG

BRD

BTWN

BUR

BW

BYD

C

CAM

CIP

CJ

CFMF

CL

CLG

CLJ

CLR

CMU

CNSK

COL

CON / CONC

CONN

CONSTR

CONT

CONTR

COORD

CW

ANCHOR BOLT

ADJACENT

ABOVE FINISHED FLOOR

AGGREGATE

ALTERNATE

ALUMINUM

ACCESS PANEL

APPROXIMATE

ARCHITECTURAL (ARCHITECT)

BOARD

BULKHEAD

BUILDING

BLOCK

BLOCKING

BEAM

BOTTOM OF

BOTTOM OF STEEL

BASIS OF DESIGN

BOTTOM

BEARING

BOARD

BETWEEN

BUILT UP ROOFING

BOTH WAYS

BEYOND

CAMERA (SECURITY)

CAST IN PLACE

CONTROL JOINT

COLD FORMED METAL FRAMING

CENTERLINE

CEILING

CENTERLINE OF JOIST

CLEAR

CONCRETE MASONRY UNIT

COUNTERSINK (COUNTERSUNK)

COLUMN

CONCRETE

CONNECTION

CONSTRUCTION

CONTINUOUS

CONTRACTOR

COORDINATE

CURTAIN WALL

Q

QTY

R

R

RA

RD

RDO

REC

REF

REINF

REQ

REQD

RH

RO

RTU

S

S

SA

SALV

SC

SCHED

SECT

SF

SHEATH

SHT

SIM

SLNT

SPEC

SQ

SST

STAG

STD

STIF STL

STN

STRUCT

SUSP

SV

SYS

QUANTITY

RISER

RETURN AIR

ROOF DRAIN

ROOF DRAIN OUTLET

RECOMMENDATION

REFER TO / REFERENCE

REINFORCED

REQUIREMENT(S)

REQUIRED

ROOF HATCH

ROUGH OPENING

ROOF TOP UNIT

SOUTH

SUPPLY AIR

SALVAGE

SOLID CORE

SCHEDULE

SECTION

SQUARE FOOT

SHEATHING

SHEET

SIMILAR

SEALANT

SPECIFICATION

SQUARE

STAINLESS STEEL

STAGGERED

STANDARD

STIFFENER STEEL

STONE

STRUCTURAL

SUSPENDED

SMOKE VENT

SYSTEM

T

T & B

TEMP

TG

THK

TN

TO

TOC

TOP

TOS

TOW

TPO

TR

TYP

U

UON

USL

V

VER

VERT

VIF

VTR

W

W

W/

WD

WDW

W/O

WP

WPM

WRB

TOP AND BOTTOM

TEMPORARY

TONGUE & GROOVE

THICK

TRANSITION

TOP OF

TOP OF CONCRETE

TOP OF PARAPET

TOP OF STEEL

TOP OF WALL

ROOFING (REF SPEC)

TREAD

TYPICAL

UNLESS OTHERWISE NOTED

UNIT SKYLIGHT

VERIFY

VERTICAL

VERIFY IN FIELD

VENT THROUGH ROOF

WEST

WITH

WOOD

WINDOW

WITHOUT

WORKPOINT

WATERPROOFING MEMBRANE SYS

WEATHER (AIR) BARRIER

D

DAF

DEG

DEMO (D)

DIAG

DIA

DIM

DN

DR

DSP

DTL

DWG

E

E

EA

EJ

EL

ELEC

ELEV

EMER

ENCL

EQ

EQUIP

EW

EO

EXH

EXP

EXPS

EXIST (E)

EXT

F

FIN

FL

FLR

FND

FO

FOB

FOC

FOF

FOG

FOS

FR

FRT

FS

FSTNR

FT

FURR

FV

DIRECT APPLIED FINISH

DEGREE

DEMOLISH / DEMOLITION / REMOVE

DIAGONAL

DIAMETER

DIMENSION

DOWN

DOOR

DOWNSPOUT

DETAIL

DRAWING

EAST

EACH

EXPANSION JOINT

ELEVATION

ELECTRICAL

ELEVATOR

EMERGENCY

ENCLOSURE

EQUAL

EQUIPMENT

EACH WAY

EDGE OF

EXHAUST

EXPANSION

EXPOSED STRUCTURE

EXISTING

EXTERIOR

FINISH

FLOW LINE

FLOOR

FOUNDATION

FACE OF

FACE OF BRICK

FACE OF CONCRETE

FACE OF FINISH

FACE OF GLAZING

FACE OF SLAB

FRAME

FIRE RETARDANT TREATED

FULL SIZE

FASTENER

FOOT OR FEET

FURRING

FIELD VERIFY

M

MAX

MECH

MEMB

MFR

MIN

MINL

MISC

MO

MTD

MTL

MUL

N

N

NA

NIC

NO

NOM

NTS

O

OC

OD

OF

OFCI

OFOI

OH

OVHD

OPG

OPT

OPP

ORD

ORN

P

PB

PCT

PERF

PERP

PLT

PLYWD

POL

PR

PRFM

PS

PT

PWR

MAXIMUM

MECHANICAL

MEMBRANE

MANUFACTURER

MINIMUM

MINERAL

MISCELLANEOUS

MASONRY OPENING

MOUNTED

METAL

MULLION

NORTH

NOT APPLICABLE

NOT IN CONTRACT

NUMBER

NOMINAL

NOT TO SCALE

ON CENTER

OUTSIDE DIAMETER

OVERFLOW DRAIN OUTLET

OWNER FURNISHED,

CONTRACTOR INSTALLED

OWNER FURNISHED,

OWNER INSTALLED

OPPOSITE HAND

OVERHEAD

OPENING

OPTION

OPPOSITE

OVERFLOW ROOF DRAIN

ORNAMENTAL

PULL BOX

PRE-CAST CONCRETE

PERFORATED

PERPENDICULAR

PLATE

PLYWOOD

POLISHED

PAIR

PERFORMANCE

PHOTOCELL SENSOR

PAINT

POWER

ABBREVIATIONS

G

GA

GALV

GC

GL / GLAZ

GR

GYP / GYPBD

H

HB

HC

HCP

HD

HDWD

HDW

HM

HORZ

HR

HT

HVAC

I

ID

INFO

INSUL

INT

J

JB

JT

JST

L

LA

LAM

LF

LMST

LOC

LT

LT WT

LV

LVL

LVR

GAUGE

GALVANIZED

GENERAL CONTRACTOR

GLASS / GLAZING

GRADE

GYPSUM / GYPSUM BOARD

HOSE BIBB

HOLLOW CORE

HANDICAPPED

HEAVY DUTY

HARDWOOD

HARDWARE

HOLLOW METAL

HORIZONTAL

HOUR

HEIGHT

HEATING VENTILATION &

AIR CONDITIONING

INSIDE DIAMETER

INFORMATION

INSULATION

INTERIOR

JUNCTION BOX

JOINT

JOIST

LAYER

LAMINATE

LINEAL FEET

LIMESTONE

LOCATION

LIGHT

LIGHT WEIGHT

LOW VOLTAGE

LEVEL

LOUVER

STANDARDS AND REGULATIONS

ADMINISTRATION OF THE WORK

1. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE MEANS, METHODS, AND SEQUENCE OF

CONSTRUCTION.

2. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE SAFETY OF ALL CONSTRUCTION

PERSONNEL AND AUTHORIZED VISITORS.

3. CONTRACTOR SHALL BE FULLY ACQUAINTED WITH ALL DOCUMENTS AND CONDITIONS RELATED

TO THE WORK. ANY KNOWN DISCREPANCIES BETWEEN THE DOCUMENTS AND ACTUAL

CONDITIONS SHALL BE REPORTED TO THE ARCHITECT FOR RESOLUTION PRIOR TO PROCEEDING

WITH WORK RELATED TO THE DISCREPANCY.

4. CONTRACTOR SHALL TAKE PRECAUTIONS TO MAINTAIN AND PROTECT EXISTING SYSTEMS AND

FINISHES WHICH ARE TO REMAIN. ANY DAMAGES TO SUCH CONDITIONS, SYSTEMS, AND FINISHES

SHALL BE IMMEDIATELY REPAIRED IN A MANNER ACCEPTABLE TO THE ARCHITECT. IF

SATISFACTORY REPAIRS CANNOT BE MADE, CONTRACTOR SHALL REPLACE CONDITIONS,

SYSTEMS, AND FINISHES WITH LIKE NEW QUALITY CONSTRUCTION ACCEPTABLE TO THE

ARCHITECT. ALL REPAIRS AND REPLACEMENT COSTS SHALL BE THE FINANCIAL RESPONSIBILITY

OF THE CONTRACTOR.

5. CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF ALL CONSTRUCTION AND DEMOLITION

DEBRIS. CONTRACTOR SHALL OBTAIN APPROVAL OF OWNER (AND BUILDING OWNER, IF

APPLICABLE) FOR DETAILS RELATED TO REMOVAL OF TRASH, INCLUDING SUCH ISSUES AS PATH

OF TRAVEL, USE OF STAIRS AND ELEVATORS, REMOVAL OF WINDOWS, LOCATION OF CHUTES AND

DUMPSTERS, ETC., PRIOR TO REMOVAL OF DEBRIS. CONTRACTOR SHALL CLEAN AND REPAIR ANY

DAMAGES TO EXISTING SYSTEMS SOILED OR DAMAGED BY DEBRIS REMOVAL PROCESS. IF

CLEANING AND REPAIR DOES NOT RETURN SYSTEM(S) TO ORIGINAL CONDITION, CONTRACTOR

SHALL INSTALL NEW SYSTEM(S) AT NO COST TO OWNER.

6. CONTRACTOR SHALL BECOME FAMILIAR WITH AND COMPLY WITH OWNER'S (OR BUILDING

OWNER'S) PROCEDURES FOR MAINTAINING A SECURE SITE AND BUILDING.

7. WITH AN EXISTING BUILDING, CONTRACTOR SHALL BECOME FAMILIAR WITH AND COMPLY WITH

OWNER'S (OR BUILDING OWNER'S) PROCEDURES FOR DISABLING AND REACTIVATING EXISTING

BUILDING SYSTEMS.

8. EACH INSTALLER SHALL EXAMINE SUBSTRATE CONDITIONS AND/OR SITE CONDITIONS WHICH

AFFECT THE QUALITY OF EACH PRODUCT TO BE INSTALLED. IF ANY CONDITIONS EXIST WHICH

WILL HAVE A DETRIMENTAL EFFECT ON THE QUALITY OF THE INSTALLATION, THE INSTALLER

SHALL IMMEDIATELY NOTIFY THE CONTRACTOR. INSTALLATION SHALL NOT PROCEED UNTIL THE

UNSATISFACTORY CONDITIONS ARE CORRECTED. INSTALLATION SHALL SIGNIFY ACCEPTANCE OF

THE CONDITIONS.

9. CONTRACTOR SHALL MAINTAIN RECORD DRAWINGS ON SITE AT ALL TIMES.

10. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING COORDINATION EFFORTS OF ALL

SUBCONTRACTORS.

11. ALL FIRE SAFETY SYSTEMS (i.e., AUTOMATIC SPRINKLERS, FIRE ALARM, EMERGENCY POWER &

LIGHTING, SMOKE CONTROL, FIRE DAMPERS, LABEL DOORS, ETC.) SHALL REMAIN IN OPERATION

TO THE MAXIMUM EXTENT POSSIBLE. IF SYSTEMS ARE TAKEN OUT OF OPERATION DURING

CONSTRUCTION WORKING HOURS, THE SYSTEMS SHALL BE PLACED BACK INTO SERVICE DURING

NON-CONSTRUCTION HOURS. REFERENCE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

12. CONTRACTOR SHALL LAY OUT WORK AS SOON AS POSSIBLE. ANY DISCREPANCIES SHALL BE

REPORTED TO THE ARCHITECT FOR RESOLUTION PRIOR TO PROCEEDING WITH THE WORK IN

QUESTION.

USE OF CONSTRUCTION DOCUMENTS

1. CONTRACTOR SHALL NOT SCALE DRAWINGS; ONLY WRITTEN DIMENSIONS OR KEYED NOTES

SHALL BE USED. CONTACT ARCHITECT IF CLARIFICATION OR ADDITIONAL INFORMATION IS

REQUIRED.

2. INFORMATION REGARDING EXISTING SITE CONDITIONS INDICATED IN THESE DOCUMENTS IS

BASED UPON INFORMATION FURNISHED TO THE ARCHITECT BY THE OWNER AND/OR PERCEIVED

CONDITIONS IN THE FIELD. THE INFORMATION IS NOT INTENDED TO GUARANTEE EXACT

CONDITIONS BEFORE WORK IS STARTED. NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE

FOUND.

3. DRAWINGS ARE SCHEMATIC IN NATURE. MODIFICATIONS IN DUCTS, PIPING, CONDUIT AND WIRING

MAY BE REQUIRED TO ACCOMMODATE ACTUAL FIELD CONDITIONS.

4. DRAWINGS SHALL NOT BE REPRODUCED FOR SUBMITTALS. DRAWINGS OR PORTIONS OF

DRAWINGS USED FOR SUBMITTALS WILL BE REJECTED AND RETURNED TO THE CONTRACTOR.

5. ROOF NAMES AND NUMBERS ARE FOR CONSTRUCTION PURPOSES ONLY.

DEFINITIONS

DIMENSIONS

1. DIMENSIONS ARE AS FOLLOWS UNLESS OTHERWISE NOTED. A) TO FINISHED FACE OF PARTITION

OR EXTERIOR WALL. B) TO CENTERLINE OF COLUMNS AND STRUCTURAL GRID. C) TO TOP OF

STRUCTURAL FLOOR. D) TO BOTTOM (INTERIOR FACE) OF FINISHED CEILING.

2. DIMENSIONS INDICATED AS 'FO CMU' ARE FROM FACE OF CMU TO WORKPOINT (WP); 'FO WD' ARE

FROM FACE OF WOOD FINISH TO WORKPOINT (WP).

3. ALIGNMENT OF PARTITIONS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE & PLUMB.

THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER:

A. MINIMUM DIMENSION FOR ACCESSIBILITY CLEARANCE & BUILDING CODE REQUIREMENT

B. LARGE SCALE DETAILS

C. SMALL SCALE DETAILS

D. ENLARGED VIEWS

E. FLOOR PLANS & ELEVATIONS

3. DIMENSIONS SHOWN ON THE DRAWINGS INDICATE THE REQUIRED SIZE, CLEARANCE, AND

DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND COMPONENTS. DIMENSIONS

SHALL NOT BE DETERMINED BY SCALING THE DRAWINGS.

1. CONTRACTOR SHALL PERFORM ALL WORK IN CONFORMANCE WITH APPLICABLE BUILDING CODES,

REGULATIONS, ORDINANCES, UTILITY PROVIDER REQUIREMENTS, AND SIMILAR STANDARDS.

2. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND SIMILAR RELEASES REQUIRED FOR

CONSTRUCTION AND OCCUPANCY. CONTRACTOR SHALL FURNISH COPIES OF ALL SUCH ITEMS TO

OWNER AND ARCHITECT WITHIN 10 DAYS OF RECEIPT. IF PERMITS ARE ISSUED SUBJECT TO

CERTAIN CONDITIONS OR REVISIONS TO THE WORK OR IF PERMITS ARE DELAYED FOR ANY

REASON, CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY.

3. CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS OF THE WORK. CONTRACTOR SHALL

REGULARLY UPDATE OWNER AND ARCHITECT REGARDING THE STATUS OF INSPECTIONS.

4. IF APPLICABLE, CONTRACTOR SHALL FILE NOTICE OF INTENT WITH THE ENVIRONMENTAL

PROTECTION AGENCY (EPA).

5. CONTRACTOR SHALL COORDINATE WORK WITH ALL APPLICABLE UTILITY PROVIDERS.

6. CONTRACTOR SHALL BE FAMILIAR WITH ALL DOCUMENTS AND WORK SHALL BE IN COMPLIANCE

WITH REFERENCED FIRE-RATED ASSEMBLY TESTS & STANDARDS.

7. IF UNANTICIPATED HAZARDOUS MATERIALS ARE ENCOUNTERED, CONTRACTOR SHALL CEASE

WORK IN THE AREA AND CONTACT ARCHITECT IMMEDIATELY.

1. "TYPICAL" OR "TYP" INDICATES IDENTICAL COMPLETE SYSTEM SHALL BE PROVIDED FOR EACH

OCCURRENCE OF THE CONDITION NOTED.

2. "SIMILAR" INDICATES COMPLETE SYSTEM AND COMPONENTS SHALL BE PROVIDED COMPARABLE

TO THE CHARACTERISTICS FOR THE CONDITION NOTED.

3. "AS REQUIRED" INDICATES COMPONENTS REQUIRED TO COMPLETE THE NOTED SYSTEM AS

INDICATED IN THE PROJECT DOCUMENTS SHALL BE PROVIDED.

4. "ALIGN" AS USED IN THESE DOCUMENTS SHALL MEAN TO ACCURATELY LOCATE AND FINISH FACES

OF MATERIALS IN STRAIGHT, TRUE, AND PLUMB RELATION TO ADJACENT MATERIALS; AND/OR TO

INSTALL NEW CONSTRUCTION ADJACENT TO EXISTING CONSTRUCTION WITHOUT ANY VISIBLE

JOINTS OR SURFACE IRREGULARITIES.

5. "CLEAR" AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITION IS NOT ADJUSTABLE

WITHOUT THE APPROVAL OF THE ARCHITECT. CLEAR DIMENSIONS ARE TYPICALLY TO FINISH

FACE.

6. "MAXIMUM" OR "MAX." AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITION IS

SLIGHTLY ADJUSTABLE BUT MAY NOT VARY TO A DIMENSION OR QUANTITY GREATER THAN THAT

SHOWN WITHOUT APPROVAL OF THE ARCHITECT.

7. "MINIMUM" OR "MIN." AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITION IS

SLIGHTLY ADJUSTABLE BUT MAY NOT VARY TO A DIMENSION OR QUANTITY LESS THAN THAT

SHOWN WITHOUT APPROVAL OF THE ARCHITECT.

8. "HOLD" AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITION IS NOT ADJUSTABLE

WITHOUT THE APPROVAL OF THE ARCHITECT, AND IN SOME CASES IT MAY REQUIRE EXCEEDING

TOLERANCES DEFINED IN SPECIFICATIONS.

ROOF AREA IN

PROJECT SCOPE

ROOF PLAN LEGEND

ROOF AREA OUTSIDE

PROJECT SCOPE

GLAZING

ISSUE DATE:

SHEET NUMBER:

ASSET #

CHECKED BY:DRAWN BY:

DESIGNED BY:

DATE:REVISION:

PROJECT #

SHEET TITLE:

REVISION:DATE:

REVISION:DATE:

CAD DWG FILE:

STATE OF MISSOURIMICHAEL L. PARSON,

GOVERNOR

OFFICE OF ADMINISTRATIONDIVISION OF FACILITIESMANAGEMENT,DESIGN AND CONSTRUCTION

DEPARTMENT OF

SECONDARY EDUCATIONELEMENTARY AND

ROOF REPLACEMENT

3815 MAGNOLIA AVENUESCHOOL FOR THE BLINDMISSOURI

SAINT LOUIS, MO 63110

E1908-0150120110075012011009

01/24/2020

E1908-01 2011 A-100MER / MGCP / AICP / MG

OVERALLROOF PLAN

A-1002 OF 10 SHEETS01/24/2020

ROOF CONSULTANT:

7 7 5 1 c a r o n d e l e t a v e n u ec l a y t o n t o w e r s u i t e 5 0 0s t l o u i s m i s s o u r i 6 3 1 0 53 1 4 8 3 3 0 3 0 1w w w . p a t t e r h n - i v e s . c o mMO State Cer t i f icate of Author i ty #A2014032538

patterhn ives llcARCHITECT:

7 7 3 3 f o r s y t h b o u l e v a r ds u i t e 1 1 0 0s t l o u i s m i s s o u r i 6 3 1 0 53 1 4 8 9 6 2 5 1 1w w w . k i r k e g a a r d . c o m

ROOFTECH CONSULTING, INC

(E) LT

(E) PS

(E) LT

(E) LT

(E) LT

(E) LT

(E) LT

(E) LT

(E) LT

(E) PS

(E) LT

(E) LT

(E) LT (E) PS

RD

05

RD

05

RD

05

RD

05

RD

05

RD

05

RD

05

RD

05

RD

05

RD

05

RD

05

(E) VTR

01

(E) VTR

01

(E) VTR

01

(E) VTR

(E) VTR

01

(E) VTR

01

(E) VTR

01

(E) VTR

01

(E) VTR

01

(E) VTR

01

(E) VTR

01

(E) VTR

01

(E) VTR

01

(E) VTR

01

(E) VTR

01

RD

05

(E) VTR

01

(E) VTR

01

(E) VTR

01

DS DS

DS

DS

DS

DS

DS

DS

(E) LADDER

(

E

)

L

A

D

D

E

R

(

E

)

C

O

N

D

U

I

T

(E) WDW ROOF

ACCESS

09

06

0

9

0

9

0

9

2

7

0

9

1

3

1

9

1

9

1

3

1

3

SLO

PE

06 06

16

18

21

09 09

MHD ANNEX

SECTION 4

325 SF

0

9

0

9

0

9

0

9

09

09

09

09

09

09

09

09

09

09

1

3

1

3

1

3

13

13

1

3

1

3

1

3

1

3

1

3

1

3

02

0

6

0

6

MHD ANNEX

SECTION 8

370 SF

09

20

20

20 20

1

4

MHD ANNEX

SECTION 7

2368 SF

MHD ANNEX

SECTION 1

18,230SF

1

5

1

4

1

5

1

4

1

5

1

4

1

5

17

17

17 17

16

18

21

MHD ANNEX

SECTION 6

325 SF

06 06

09 09

SLO

PE

1

9

1

9

1

3

01

21

1816

1

9

1

9

06

06

09

09

22

2

3

0

9

0

9

0

9

0

9

0

9

SLOPE

S

L

O

P

E

18

2

1

0

6

0

6

MHD ANNEX

SECTION 3

325 SF

MHD ANNEX

SECTION 5

138 SF

MHD ANNEX

SECTION 2

712 SF

S

L

O

P

E

4-WAY SLOPE

MHD ANNEX

SECTION 9

3136 SF

(D

) C

ON

DU

IT

(

D

)

C

O

N

D

U

I

T

(

D

)

C

O

N

D

U

I

T

(D) CONDUIT

(

E

)

C

O

N

D

U

I

T

ALTERNATE 2

ALTERNATE 2

ALTERNATE 2

ALTERNATE 3

ALTERNATE 4

ALTERNATE 4

ALTERNATE 4

ALTERNATE 4

ALTERNATE 4

A. REFERENCE SHEET A-100 FOR PROJECT GENERAL NOTES AND CONDITIONS.

B. REFERENCE SHEET A-500 FOR EXISTING ROOF ASSEMBLY TYPES. CONTRACTOR TO FIELD VERIFY EXISTING

CONSTRUCTION AND CONDITIONS. PROVIDED INFORMATION REPRESENTS ONLY CORED AREAS.

C. REFERENCE SHEET A-501 FOR NEW ROOF ASSEMBLY TYPES.

D. ALL ROOF AREAS WITHIN PROJECT SCOPE ARE TO MEET FM GLOBAL REQUIREMENTS FOR FM 1A-90. INCREASE

FASTENER RATES AND ADHESIVE BEAD PATTERN DENSITIES AT PERIMETERS PER TESTED FM GLOBAL

ASSEMBLY. SUBMIT ADHESIVE SHOP DRAWINGS ILLUSTRATING PATTERNS AND PERIMETER WIDTHS FOR

APPROVAL PRIOR TO COMMENCING WORK.

E. PROVIDE AND INSTALL WALK PADS AT EACH OF THE FOLLOWING ON ALL ROOF AREAS UNLESS OTHERWISE

NOTED: LADDERS, ACCESS POINTS, DOWNSPOUT DISCHARGE POINTS, ACCESS DOORS, AND ROOFTOP

EQUIPMENT REQUIRING MAINTENANCE.

F. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS, CALCULATE ALL QUANTITIES, AND DETERMINE SUITABILITY.

G. CONTRACTOR TO INSTALL NEW WOOD BLOCKING AND/OR ADJUST/REMOVE EXISTING BLOCKING TO HEIGHTS

NECESSARY TO ACCOMMODATE THE HEIGHT OF NEW ROOF ASSEMBLIES AND EDGE PROFILES. PERIMETER

DETAILING AND SECUREMENT TO COMPLY WITH FM GLOBAL 1-49.

H. METAL TRIM FINISH TO BE SELECTED BY ARCHITECT FROM MANUFACTURER'S STANDARD COLORS UNLESS

OTHERWISE NOTED.

I. ALL REQUIRED DISCONNECTIONS AND RECONNECTIONS OF EQUIPMENT, PLUMBING, MECHANICAL, AND

ELECTRICAL AS REQUIRED AS PART OF PROPER INSTALLATION OF ROOF ASSEMBLIES AND DETAILS SHALL BE

PROVIDED BY CONTRACTOR.

J. INSTALL PRE-MANUFACTURED SUPPORTS UNDER ALL ELEC CONDUIT AND CONDENSATE LINES SERVING

EQUIPMENT TO REMAIN AND SPACE 6'-0" OC. PROVIDE NEW CONDENSATE LINES FOR EQUIPMENT TO REMAIN

AND RUN LINES TO NEAREST GUTTER / DRAIN.

K. ALL LADDERS, UNIT SKYLIGHTS, EXHAUST FANS AND ROOF HATCHES TO REMAIN. REMOVE AND REINSTALL FOR

ROOF REPLACEMENT. ADJUST CURBS TO MEET ROOF ASSEMBLY REQUIREMENTS.

ROOF PLAN GENERAL NOTES

01 FLASH EXIST ROOF PENETRATION - PIPE. REF 01/A-502 FOR DETAIL. REMOVE EXIST FLASHING, SEALANT AND

ASSOCIATED COMPONENTS. CLEAN, PREPARE AND APPLY FIELD WRAP FLASHING OR BOOT FLASHING PER

MEMBRANE MANUFACTURER'S RECOMMENDATIONS. EXTEND ALL PIPES TO 12" MIN ABOVE NEW ROOF

ASSEMBLY HEIGHT.

02 FLASH EXIST BASE CURB. REF 04/A-502 FOR DETAIL. REMOVE EXIST FLASHING AND ASSOCIATED

COMPONENTS. CLEAN AND PREPARE CURB AS REQUIRED TO ACCEPT NEW FLASHING. RAISE EQUIPMENT AS

REQUIRED FOR 12" MIN FLASHING HEIGHT. FULLY ADHERE AND TERMINATE NEW FLASHING TO THE CURB AS

REQUIRED. INSTALL FLASHING UP AND OVER TOP OF CURB.

03 FLASH EXIST ROOF PENETRATION - HOT FLUE. REF 02/A-502 FOR DETAIL. REMOVE EXIST FLASHING. GAP

INSULATION AT HOT STACK TO DISSIPATE HEAT AND INSTALL OVERSIZED FLANGE AS REQUIRED TO GAP AND

DISSIPATE HEAT.

04 SEALANT POCKET, REF DETAIL 03/A-502. REMOVE EXIST FLASHING AND ASSOCIATED COMPONENTS FROM

PENETRATIONS. CLEAN, PREPARE AND PRIME ALL SURFACES AS REQUIRED. TOP OFF SEALANT AT PROJECT

COMPLETION.

05 EXISTING ROOF DRAIN, REF DETAIL 05/A-502. REMOVE ALL EXIST FLASHING AND ASSOCIATED COMPONENTS;

SALVAGE EXIST CLAMPING COLLAR AND STRAINER FOR REUSE. REPLACE DRAIN BOWL UNDER UNIT COST AS

APPROVED. EXIST DRAINS SIT ABOVE DECK; INSTALL SUMPS ACCORDINGLY TO PROVIDE POSITIVE SLOPE TO

DRAIN.

06 BASE BID & ALTERNATE 2: SURFACE-MOUNT COUNTERFLASHING, REF 01/A-503. REMOVE EXIST FLASHING,

TERMINATION BAR AND COUNTERFLASHING. DO NOT COVER OR RESTRICT WEEPS. REFERENCE A-101 FOR

ALTERNATE 2 LOCATIONS.

07 SLIP FLASHING AT EXIST GUTTER, REF DETAIL 04/A-503. REMOVE EXIST FLASHING AND TERMINATION BAR.

PROTECT IN PLACE EXIST GUTTER AND FLASHING BEHIND. DO NOT COVER OR RESTRICT WEEPS.

08 FLASHING AT EXIST PLYWOOD WALL ENCLOSURE, REF 05/A-503. REMOVE EXIST FLASHING AND ASSOCIATED

COMPONENTS DOWN TO PLYWOOD SHEATHING. PREP FOR NEW WORK. DO NOT COVER OR RESTRICT WEEPS.

09 BASE BID & ALTERNATES: METAL EDGE AT PARAPET, REF 02/A-503. REMOVE EXIST MEMBRANE, FLASHING AND

METAL COPING. INSTALL ALL COMPONENTS ACCORDING TO ANSI/SPRI ES-1 GUIDELINES AND MFR'S REC FOR

WARRANTY INCLUSION. CONTINUE METAL EDGE AND COUNTERFLASHING DOWN VERTICAL SIDES OF PARAPET

AT CRENNELS TO COVER TERMINATION BAR. REMOVE AND REINSTALL CONDUIT AND FIXTURES AS REQUIRED

TO INSTALL COPING. REPLACE CONDUIT UNDER UNIT COST AS APPROVED. REFERENCE A-101 FOR LOCATIONS

OF ASSOCIATED ALTERNATE.

10 METAL EDGE AT STEP TRANSITION, REF 03/A-503. REMOVE EXIST MEMBRANE, FLASHING AND METAL COPING.

INSTALL ALL COMPONENTS ACCORDING TO ANSI/SPRI ES-1 GUIDELINES AND MFR'S REC FOR WARRANTY

INCLUSION.

11 METAL EDGE EXTENSION AT COPING, REF 06/A-503. REMOVE EXIST MEMBRANE, FLASHING AND METAL COPING.


INCLUSION.

12 TPO-COATED METAL EDGE, REF 07/A-503. REMOVE EXIST MEMBRANE, FLASHING AND METAL COPING.

13 ALTERNATE 2: CRENNEL GLAZING DETAIL, REF 08/A-503. REMOVE EXIST MEMBRANE, FLASHING AND METAL

COPING. INSTALL ALL COMPONENTS ACCORDING TO ANSI/SPRI ES-1 GUIDELINES AND MFR'S REC FOR

WARRANTY INCLUSION. REMOVE AND REINSTALL CONDUIT AS REQUIRED TO INSTALL ROOF ASSEMBLY.

REPLACE CONDUIT UNDER UNIT COST AS APPROVED.

14 BASE BID & ALTERNATE 2: SKYLIGHT CURB FLASHING, REF 09/A-503. REMOVE MODIFIED BITUMEN FLASHING.

CLEAN AND PREPARE METAL FLASHING FOR REUSE.

15 BASE BID & ALTERNATE 3: METAL EDGE AT SKYLIGHT, REF 10/A-503. REMOVE EXIST MEMBRANE, FLASHING AND

METAL COPING. SECURE WOOD BLOCKING AS REQUIRED PER FM 1-49. INSTALL ALL COMPONENTS

ACCORDING TO MFR'S REC FOR WARRANTY INCLUSION.

16 ALTERNATE 4: GRAVEL STOP AT SKYLIGHT, REF 11/A-503. REMOVE EXIST MEMBRANE, FLASHING AND METAL

COPING. SECURE WOOD BLOCKING AS REQUIRED PER FM 1-49. INSTALL ALL COMPONENTS ACCORDING TO

MFR'S REC FOR WARRANTY INCLUSION.

17 REMOVE AND REPLACE COLLECTOR HEAD AND DOWNSPOUTS WITH NEW METAL COLLECTOR HEAD AND

DOWNSPOUTS. MATCH SIZE AND PROFILE OF EXIST, REF SPEC FOR METAL FINISH.

18 ALTERNATE 4: SCUPPER AND COLLECTOR HEAD, REF 01/A-504. REMOVE EXISTING SCUPPER, COLLECTOR

HEAD AND DOWNSPOUT.

19 ALTERNATE 4: REMOVE EXIST COPING CAP ALONG SKYLIGHTS. SECURE EXIST BLOCKING PER FM 1-49 PRIOR

TO INSTALLATION OF NEW METAL COPING SYSTEM TO MATCH EXIST IN SIZE AND EXTENT, FINISH TO MATCH

NEW METAL EDGE AT SKYLIGHT GRAVEL STOP.

20 ALTERNATE 4: METAL EDGE DETAIL, REF 02/A-504. REMOVE EXIST MEMBRANE AND EDGE METAL. INSTALL

WOOD BLOCKING TO MATCH HEIGHT OF NEW ROOF ASSEMBLY. INSTALL ALL COMPONENTS ACCORDING TO

ANSI/SPRI ES-1 GUIDELINES AND MFR'S REC FOR WARRANTY INCLUSION.

21 ALTERNATE 2: THRESHOLD DETAIL, REF 03/A-504. REMOVE THRESHOLD HARDWARE AT EXIST OPENING.

22 ALTERNATE 2: ROOF TO WALL EXPANSION JOINT, REF 08/A-504. REMOVE ALL EXIST COMPONENTS TO DECK.

23 ALTERNATE 2: ROOF TO ROOF EXPANSION JOINT, REF 07/A-504. REMOVE ALL EXIST COMPONENTS TO DECK.

24 BASE BID & ALTERNATE 1: TYPICAL GUTTER DETAIL, REF 04/A-504. BLOCKING AND GUTTER ATTACHMENT TO

COMPLY WITH SMACNA, FM 1-49, AND ANSI/SPRI ES-1 AS APPLICABLE.

25 BASE BID & ALTERNATE 1: GUTTER DETAIL AT K DORMITORY, REF 05/A-504. BLOCKING AND GUTTER

ATTACHMENT TO COMPLY WITH SMACNA, FM 1-49, AND ANSI/SPRI ES-1 AS APPLICABLE.

26 STEP TRANSITION DETAIL, REF 06/A-504. REMOVE EXIST FLASHING AND GUTTER SYSTEM.

27 ALTERNATE 2: WINDOW SILL FLASHING, REF 09/A-504. REMOVE EXIST MEMBRANE, FLASHING, METAL

TRANSITIONS AND SEALANT.

28 REMOVE CONDUIT / EXT DUCTWORK AND ASSOCIATED SUPPORTS / CURBS PRIOR TO NEW ROOF

INSTALLATION. INFILL OPENINGS TO MATCH ADJACENT CONDITIONS AND MATERIALS. REF NOTE 29 FOR INFILL

REQS IN DECK OPENINGS.

29 REMOVE EXIST NON-FUNCTIONING EQUIPMENT, ASSOCIATED SUPPORTS / CURBS, AND CONDUIT. INSTALL 3/16"

STEEL PLATE OVER DECK OPENING. EXTEND PLATE 6" MIN BEYOND OPENING DIMENSIONS AND FASTEN AT

CORNERS & 12" OC AT SIDES.

ROOF PLAN KEY NOTES

ISSUE DATE:

SHEET NUMBER:

ASSET #


DESIGNED BY:

DATE:REVISION:

PROJECT #

SHEET TITLE:

REVISION:DATE:

REVISION:DATE:

CAD DWG FILE:


GOVERNOR


DEPARTMENT OF


ROOF REPLACEMENT



E1908-0150120110075012011009

01/24/2020


ENLARGEDROOF PLAN

A-1013 OF 10 SHEETS01/24/2020

ROOF CONSULTANT:





01

ENLARGED ROOF PLAN: MHD ANNEX

A-101 3/32"=1'-0" 0 3' 6' 12' 24'

T

R

U

E

N

O

R

T

H

NORTH

PROJECT

ALT-1:REPLACE GUTTERS AND DOWNSPOUTS

ALT-2: TPO ASSEMBLY ON MHD SECTIONS 1, 2 AND 7

ALT-3: TPO ASSEMBLY ON MHD SECTION 9

ALT-4: TPO ASSEMBLY ON MHD SECTIONS 3, 4, 5, 6 AND 8

ALTERNATES KEY

(D) CONDUIT

(E) ELEC

SWITCH GEAR

02 09

09

09

09

09

09

09

0909

06

08

(E) VTR

(E) VTR

02

02

06

(E) VTR

(E) VTR

(E) VTR

(E) VTR

01

01

01

01

06

(E) FLUE

03

(E) FLUE

03

(E) VTR

01

(E) VTR

01

(E) VTR

01

(E) VTR

01(D) VTR

(E) VTR

01

(E) EXH

02

(E) EXH

02

CRICKET CRICKET

CRICKET

(D) CONDUIT(D) CONDUIT(D) CONDUIT

(D) CONDUIT

29

29

SLO

PE

SLO

PE

SLO

PE

SLO

PE

(E) LADDER

09

24

29

06

2828

28

(E

) LA

DD

ER

04 TYP OF 4

02

(E) VTR

01

25

25

(E) RTU

SLOPE

06

CRICKET

24

24

24

24

24

26

SLO

PE

SLO

PE

LITTLE THEATRE

2668 SF

K DORMITORY

6217 SF

DINING HALL

CANTEEN

1372 SF

DINING HALL

CAFETERIA

1875 SF

AREA AAREA BAREA C

AREA D

06

06

06

06

(E) EXH

02

(E) RTU

(D) RTU

29

(D) CONDUIT

(D) ELEC

FEEDER

REWORK 400A

FEED BELOW

ROOF, ROUTE

INTO PANEL

(E) 400A

PANEL

CRICKET

(E) CONDUIT

(E) PWR

(E

) C

ON

DU

IT

04

STAIR ABOVE, MODIFY

AS REQD FOR NEW

ROOF INSTALLATION

ALT

-1

ALT

-1

ALT

-1

ALT

-1

ALT-1

ALT-1

ALT-1

ALT-1

















OTHERWISE NOTED.













ASSEMBLY HEIGHT.







DISSIPATE HEAT.



COMPLETION.




DRAIN.
















INCLUSION.



INCLUSION.

















HEAD AND DOWNSPOUT.























ROOF PLAN KEY NOTES

ISSUE DATE:

SHEET NUMBER:

ASSET #


DESIGNED BY:

DATE:REVISION:

PROJECT #

SHEET TITLE:

REVISION:DATE:

REVISION:DATE:

CAD DWG FILE:


GOVERNOR


DEPARTMENT OF


ROOF REPLACEMENT



E1908-0150120110075012011009

01/24/2020


ENLARGEDROOF PLAN

A-1024 OF 10 SHEETS01/24/2020

ROOF CONSULTANT:





01

ENLARGED ROOF PLAN: LITTLE THEATRE / K DORMITORY / DINING HALL CANTEEN / DINING HALL CAFETERIA

A-102

T

R

U

E

N

O

R

T

H

NORTH

PROJECT

24'12'6'3'03/32"=1'-0"





ALTERNATES KEY

(E) VTR

(E) VTR

DS

(E) USL

(E) RH

(E) VTR (BELOW DUCT)

(E) RD

2020

20

01

01

01

01

01

01

01

01

01

02

02

02

06

06

29

24

05

05

28

SLO

PE

ADMIN

SECTION 2

90 SF

ADMIN

SECTION 1

4428 SF

(D

) C

ON

DU

IT

28

28

29

29 28

29

28

02

28

28

28

(E) USL

(E) VTR

(E) RD

(E) EXH

(E) VTR

(E) VTR

(E) VTR

(E) VTR

(E) VTR

USL

USLUSL

RH

VTR

EXH

RD

VTR

VTR

02

02 02

02

01

01

01

02

05

06

11 11

11

C & D

DORMITORY

4775 SF

VTR

01

RD

05

LIBRARY

BOOK STACKS

4673 SF

SLO

PE

SLO

PE

(E) VTR

01

(E) RELIEF VTR

02

(E) RELIEF VTR

02

(E) RTU

(E) ELEC

SWITCH GEAR

CONDUIT

07

20

20

10

24

12

09

09

04

06

04

CRICKET

STAIR ABOVE, MODIFY

AS REQD FOR NEW

ROOF INSTALLATION

INFILL EXIST

OPENING,

REF 04/A503

INFILL EXIST

OPENING,

REF 04/A503

















OTHERWISE NOTED.













ASSEMBLY HEIGHT.







DISSIPATE HEAT.



COMPLETION.




DRAIN.
















INCLUSION.



INCLUSION.

















HEAD AND DOWNSPOUT.























ROOF PLAN KEY NOTES

ISSUE DATE:

SHEET NUMBER:

ASSET #


DESIGNED BY:

DATE:REVISION:

PROJECT #

SHEET TITLE:

REVISION:DATE:

REVISION:DATE:

CAD DWG FILE:


GOVERNOR


DEPARTMENT OF


ROOF REPLACEMENT



E1908-0150120110075012011009

01/24/2020


ENLARGEDROOF PLANS

A-1035 OF 10 SHEETS01/24/2020

ROOF CONSULTANT:





02

ENLARGED ROOF PLAN: ADMINISTRATION

A-103

T

R

U

E

N

O

R

T

H

NORTH

PROJECT

24'12'6'3'03/32"=1'-0"

01

ENLARGED ROOF PLAN: C & D DORMITORY

A-103

T

R

U

E

N

O

R

T

H

NORTH

PROJECT

24'12'6'3'03/32"=1'-0"

T

R

U

E

N

O

R

T

H

NORTH

PROJECT

24'12'6'3'03/32"=1'-0"

03

ENLARGED ROOF PLAN: LIBRARY BOOK STACKS

A-103





ALTERNATES KEY

01

EXIST ROOF ASSEMBLY - K DORMITORY / DINING CANTEEN (AREAS A & D)

A-500

02

EXIST ROOF ASSEMBLY - LITTLE THEATRE

A-500

03

EXIST ROOF ASSEMBLY - DINING CANTEEN (AREA B)

A-500

04

EXIST ROOF ASSEMBLY - DINING CANTEEN (AREA C)

A-500

05

EXIST ROOF ASSEMBLY - DINING CAFETERIA / ADMINISTRATION (AREA 1) / LIBRARY

A-500

06

EXIST ROOF ASSEMBLY - C & D DORMITORY

A-500

07

EXIST ROOF ASSEMBLY - ADMINISTRATION (AREA 2)

A-500

08

EXIST ROOF ASSEMBLY - MHD ANNEX (AREAS 1 - 8)

A-500

09

EXIST ROOF ASSEMBLY - MHD ANNEX (AREA 9)

A-500

3"=1'-0" 0 1 2 4 8 IN3"=1'-0" 0 1 2 4 8 IN3"=1'-0" 0 1 2 4 8 IN

3"=1'-0" 0 1 2 4 8 IN 3"=1'-0" 0 1 2 4 8 IN 3"=1'-0" 0 1 2 4 8 IN

3"=1'-0" 0 1 2 4 8 IN3"=1'-0" 0 1 2 4 8 IN3"=1'-0" 0 1 2 4 8 IN

EXIST CONCRETE DECK

EXIST HOT-APPLIED BASE SHEET

EXIST 1" PERLITE BOARD

EXIST MODIFIED ROOF SYSTEM

EXIST 1/4" TAPERED

POLYISO INSULATION

EXIST SLOPED WOOD PLANK DECKING

EXIST 1-1/2" PERLITE BOARD


EXIST 4-1/2" POLYISO INSULATION


EXIST 1/2" PERLITE BOARD



EXIST SLOPED CONCRETE DECK





EXIST LIGHTWEIGHT CONCRETE DECK




EXIST TAPERED POLYISO INSULATION




EXIST 3" POLYISO INSULATION

EXIST METAL DECK, NO SLOPE




EXIST TAPERED POLYISO INSULATION

EXIST SLOPED GYPSUM DECK


EXIST TECTUM DECK - NO SLOPE

EXIST BASE SHEET


EXIST FOUR-WAY TAPERED POLYISO

INSULATION

BASE BID: COATING OVER EXIST

ASSEMBLY - REF 075600

ALT-2 / ALT-4: REF 10 & 11/A-501

FOR TPO ASSEMBLY

BASE BID: COATING OVER EXIST

ASSEMBLY - REF 075600

ALT-3: REF 12/A-501 FOR TPO

ASSEMBLY

ISSUE DATE:

SHEET NUMBER:

ASSET #


DESIGNED BY:

DATE:REVISION:

PROJECT #

SHEET TITLE:

REVISION:DATE:

REVISION:DATE:

CAD DWG FILE:


GOVERNOR


DEPARTMENT OF


ROOF REPLACEMENT



E1908-0150120110075012011009

01/24/2020

E1908-01 2011 A-500MER / MGCP / AICP

EXISTINGROOF ASSEMBLIES

A-5006 OF 10 SHEETS01/24/2020

ROOF CONSULTANT:





01

ROOF ASSEMBLY - K DORMITORY

A-501

02

ROOF ASSEMBLY - LITTLE THEATRE

A-501

NOTES:

1. ADHERE TO MANUFACTURER-APPROVED SURFACE.

2. MINIMUM TWO (2) LAYERS INSULATION, STAGGER JOINTS.

03

ROOF ASSEMBLY - DINING CANTEEN (AREAS A & D)

A-501

04

ROOF ASSEMBLY - DINING CANTEEN (AREA B)

A-501

NOTES:


2. INSTALL CRICKETS AS SHOWN IN PLAN FOR POSITIVE SLOPE, TRANSITION INTO ADJOINING ROOF AREAS.

05

ROOF ASSEMBLY - DINING CANTEEN (AREA C)

A-501

06

ROOF ASSEMBLY - DINING CAFETERIA / LIBRARY

A-501

07

ROOF ASSEMBLY - C & D DORMITORY

A-501

08

ROOF ASSEMBLY - ADMINISTRATION (AREA 1)

A-501

09

ROOF ASSEMBLY - ADMINISTRATION (AREA 2)

A-501

10

ROOF ASSEMBLY - MHD ANNEX (AREAS 3 - 6 & 8) - ALTERNATE 4

A-501

NOTES:

1. INSTALL CRICKETS AS REQUIRED FOR POSITIVE SLOPE TO DRAIN, REF PLAN.

11

ROOF ASSEMBLY - MHD ANNEX (AREAS 1, 2 & 7) - ALTERNATE 2

A-501

12

ROOF ASSEMBLY - MHD ANNEX (AREA 9) - ALTERNATE 3

A-501

3"=1'-0" 0 1 2 4 8 IN

3"=1'-0" 0 1 2 4 8 IN

3"=1'-0" 0 1 2 4 8 IN

EXIST CONCRETE DECK

NOTES:



NOTES:

1. INSTALL CRICKETS AS REQUIRED FOR POSITIVE SLOPE TO DRAIN, REF PLAN.

NOTES:




NOTES:



NOTES:



NOTES:




FULLY-ADHERED 1/2" HD POLYISO INSULATION

W/ COATED GLASS FACER

FULLY-ADHERED 60 MIL TPO MEMBRANE

1/4" TAPERED POLYISO INSULATION,

ADHERE IN LOW-RISE FOAM,

1" MIN HEIGHT AT GUTTER





TWO (2) LAYERS 2.6" FLAT STOCK POLYISO

INSULATION, ADHERE IN LOW-RISE FOAM,

STAGGER JOINTS

1/2" GYPSUM COVERBOARD W/ COATED GLASS

FACER, MECHANICALLY FASTEN TO DECK

EXIST CONCRETE DECK






1-1/2" MIN HEIGHT AT GUTTER







STAGGER JOINTS

1/2" GYPSUM COVERBOARD W/ COATED GLASS

FACER, MECHANICALLY FASTEN TO DECK







STAGGER JOINTS

EXIST LIGHTWEIGHT CONCRETE DECK

MECHANICALLY-FASTENED BASE SHEET






1" MIN HEIGHT AT PERIMETER EDGE / GUTTER







STAGGER JOINTS

EXIST CONCRETE DECK






2" MIN HEIGHT AT DRAIN

EXIST METAL DECK, NO SLOPE





MECHANICALLY FASTEN TO DECK,

2" MIN HEIGHT AT GUTTER



FULLY-ADHERED 1/2" HD POLYISO INSULATION W/

COATED GLASS FACER, ADHERE IN LOW-RISE FOAM







TWO (2) LAYERS 2" FLAT STOCK POLYISO INSULATION,

ADHERE IN LOW-RISE FOAM, STAGGER JOINTS

EXIST TECTUM DECK - NO SLOPE





FOUR-WAY TAPERED POLYISO INSULATION,

ADHERE IN LOW-RISE FOAM, TWO (2) LAYERS W/

STAGGERED JOINTS, 1" MIN HEIGHT AT SCUPPERS

ISSUE DATE:

SHEET NUMBER:

ASSET #


DESIGNED BY:

DATE:REVISION:

PROJECT #

SHEET TITLE:

REVISION:DATE:

REVISION:DATE:

CAD DWG FILE:


GOVERNOR


DEPARTMENT OF


ROOF REPLACEMENT



E1908-0150120110075012011009

01/24/2020


ROOF ASSEMBLIES

A-5017 OF 10 SHEETS01/24/2020

ROOF CONSULTANT:





01

TYPICAL PIPE FLASHING

A-502

04

TYPICAL BASE CURB FLASHING DETAILS

A-502

02

TYPICAL HOT FLUE FLASHING

A-502

03

TYPICAL SEALANT POCKET

A-502

NOTES:

1. IF MULTIPLE PENETRATIONS EXIST, THERE MUST BE 1" BETWEEN PENETRATIONS.

2. USE HOT DIPPED GALVANIZED NAILS 1-1/4" LONG WITH 3/8"-1/2" DIA. HEAD.

3. IF REINFORCEMENT IS EXPOSED, APPLICATION OF CUT EDGE SEALANT IS REQUIRED.

4. PREP AND CLEAN ALL PENETRATIONS TO INSTALL NEW DETAIL.

05

TYPICAL INTERNAL DRAIN DETAIL

A-502

NOTES:

1. IF ROOF MEMBRANE SEAMS RUN WITHIN 18" OF DRAIN, INSTALL 4'x4' PATCH ON TOP OF MEMBRANE ASSURING SEAM IS COVERED OR STRIP-IN SEAM WITH 6" WIDE MEMBRANE.

2. REMOVE EXISTING FLASHINGS DOWN TO METAL SUMP. REPAIR OR REPLACE BROKEN CLAMPING RING. DRILL AND TAP BROKEN DRAIN BOLTS AND REPLACE AS NEEDED.

3. INSTALL 4'-0" TAPERED EDGE SUMPS. MODIFICATIONS TO SUMP TO BE APPROVED BY ARCHITECT PRIOR TO INSTALL.

4. DRAIN INSERTS ARE NOT ACCEPTABLE. COMPROMISED DRAINS TO BE REPLACED AT PROVIDED UNIT COST.

NOTES:

1. REMOVE ALL EXIST FLASHING, LEAD, AND SURFACE TO BE FREE OF ALL RUST, GREASE, ETC

PRIOR TO NEW WORK.

2. ANCHOR PIPE TO BOTTOM SIDE OF DECK FOR STABILITY.

3. APPLY POLYURETHANE SEALANT TO ALL EXPOSED REINFORCEMENTS.

4. EXTEND PIPE AS REQUIRED TO MAINTAIN 12" MIN ABOVE NEW ROOF ASSEMBLY.

1/2

" - 3

/4

"

2" MIN

12

" M

IN

STAINLESS STEEL CLAMPING RING, REMOVE

EXCESS TAGS FROM RING, NO WRINKLES /

FOLDS IN MEMBRANE UNDER RING

POLYURETHANE SEALANT

60 MIL TPO MEMBRANE AS FLASHING /

BOOT FLASHING

BONDING ADHESIVE

FULLY-ADHERED TPO MEMBRANE

REF A-501 FOR ROOF ASSEMBLY TYPE

PERSPECTIVE - NTS

3"=1'-0" 0 1 2 4 8 IN

3"=1'-0" 0 1 2 4 8 IN

NTS

3"=1'-0" 0 1 2 4 8 IN

3"=1'-0" 0 1 2 4 8 IN

NOTES:

1. REMOVE ALL EXIST FLASHING, LEAD, AND SURFACE TO BE FREE OF ALL RUST, GREASE, ETC

PRIOR TO NEW WORK.

2. ANCHOR PIPE TO BOTTOM SIDE OF DECK FOR STABILITY.

3. INSTALL NEW HOOD AS REQUIRED.

4. PROVIDE COATED METAL AS REQUIRED.

2" MIN

12

" M

IN

1/2

" - 3

/4

"

1/2"-

3/4"


EXCESS TAGS FROM RING, NO WRINKLES /

FOLDS IN MEMBRANE UNDER RING

POLYURETHANE SEALANT

60 MIL TPO MEMBRANE AS FLASHING

BONDING ADHESIVE

FULLY-ADHERED TPO MEMBRANE


GAP FOR HEAT DISSIPATION

METAL SLEEVE - FASTEN TO DECK. SPACE AS

REQD TO KEEP MEMBRANE BELOW 140°F (60°C)

SHEET METAL HOOD - REPLACE AS REQD


EXCESS TAGS FROM RING

HIGH-TEMPERATURE SEALANT

UNSUPPORTED FLASHING AT ALL CORNERS

UNSUPPORTED FLASHING OVER SEAM

1" MIN

2" METAL FLANGE W/ ROUNDED CORNERS

TPO COATED METAL

60 MIL TPO MEMBRANE

POURABLE SEALER, COLOR TO MATCH

TPO MEMBRANE

SHEET METAL HOOD, REPLACE AS REQD

OPTION 1

12

" M

IN

3" M

IN

60 MIL TPO MEMBRANE

BONDING ADHESIVE

BARBED SEAM PLATES ANCHORED BY

FASTENERS 12" OC AS REQD


METAL FLASHING, REF SPEC FOR FINISH

INSTALL TERMINATION BAR W/ MFR REC

SEALANT

12

" M

IN

60 MIL TPO MEMBRANE

BONDING ADHESIVE






SEALANT

OPTION 2 OPTION 3

24 GA MIN METAL SLIP COUNTERFLASHING,

REF SPEC FOR FINISH

12

" M

IN

60 MIL TPO MEMBRANE

BONDING ADHESIVE






SEALANT

2" M

IN

TAPERED EDGE SUMP - NTS

4'-0

"

4'-0"

CL

DRAIN / SUMP

2'-0"

INSTALL TARGET PATCH AS REQD PER

MFR REC AND WARRANTY REQS


60 MIL TPO MEMBRANE

BONDING ADHESIVE

INSTALL TAPERED EDGE SUMP, MAX SLOPE

TO DRAIN 1:12

BUTYL RUBBER SEALANT

12

1

1/2" - 3/4"

EXTEND MEMBRANE PAST BOLTS

DRAIN BOWL

SECURE ALL BOLTS, SUPPLY NEW

IF EXIST NOT FUNCTIONAL

DECK CLAMP

ISSUE DATE:

SHEET NUMBER:

ASSET #


DESIGNED BY:

DATE:REVISION:

PROJECT #

SHEET TITLE:

REVISION:DATE:

REVISION:DATE:

CAD DWG FILE:


GOVERNOR


DEPARTMENT OF


ROOF REPLACEMENT



E1908-0150120110075012011009

01/24/2020

E1908-01 2011 A-502MER / MGCP / AICP

ROOF DETAILS

A-5028 OF 10 SHEETS01/24/2020

ROOF CONSULTANT:





01

SURFACE-MOUNT COUNTERFLASHING - BASE BID / ALTERNATE 2

A-503

NOTES:

1. COMPLY WITH FM GLOBAL 1-49 AND ANSI SPRI ES-1 REQUIREMENTS WHERE APPLICABLE.

2. USE FASTENERS APPROPRIATE FOR WALL MATERIAL / CONDITIONS.

04

SLIP FLASHING AT EXIST GUTTER DETAIL

A-503

NOTES:

1. INFILL EXIST TWO (2) VENT OPENINGS WITH WOOD BLOCKING AND GYPSUM COVERBOARD

PRIOR TO NEW MEMBRANE INSTALLATION.

02

METAL EDGE DETAIL - BASE BID / ALTERNATES 2 - 4

A-503

03

STEP TRANSITION DETAIL

A-503

NOTES:

1. REMOVE ELECTRICAL CONDUIT / DEVICES / FIXTURES AS REQD TO INSTALL METAL EDGE SYSTEM.

REINSTALL DEVICES / FIXTURES W/ NEW SPLICED CONDUIT (WHERE REMOVED). REF GENERAL NOTES.

2. COUNTERFLASHING TO COVER ALL TERMINATION BARS.

06

METAL EDGE EXTENSION COPING DETAIL

A-503

07

TPO-COATED METAL EDGE DETAIL

A-503

08

CRENNEL GLAZING DETAIL - ALTERNATE 2

A-503

NOTES:

1. REMOVE ELECTRICAL CONDUIT / DEVICES / FIXTURES AS REQD TO INSTALL METAL EDGE SYSTEM.

REINSTALL DEVICES / FIXTURES W/ NEW SPLICED CONDUIT (WHERE REMOVED). REF GENERAL NOTES.

2. METAL FLASHING TO COVER ALL VERTICAL TERMINATION BARS.

09

SKYLIGHT CURB FLASHING DETAIL - BASE BID / ALTERNATE 2

A-503

10

METAL EDGE AT SKYLIGHT DETAIL - BASE BID / ALTERNATE 3

A-503

11

GRAVEL STOP DETAIL AT SKYLIGHTS - ALTERNATE 4

A-503

24 GA COUNTERFLASHING, ANCHORED

12" OC, REF SPEC FOR FINISH,

TOOLED SEALANT TO MATCH

3"=1'-0" 0 1 2 4 8 IN

12

" M

IN

60 MIL TPO BASE FLASHING MEMBRANE

PERIMETER ATTACHMENT PER MFR REC

BASE BID: A-500 FOR EXIST ROOF ASSEMBLY

ALT-2: REF A-501 FOR ROOF ASSEMBLY TYPE

EXIST PARAPET / WALL

TERMINATION BAR, ANCHORED 12" OC

W/ BUTYL & TOOLED URETHANE SEALANT

COORD W/ EXIST CONDUIT, DEVICES, ETC

NON-CURING SEALANT

VA

RIE

S



BASE BID: A-500 FOR EXIST ROOF ASSEMBLY

ALT-2 - 4: REF A-501 FOR ROOF ASSEMBLY TYPE

AND ALTERNATES LOCATIONS

EXIST MASONRY WALL

CONT WOOD BLOCKING, ATTACH PER FM 1-49

#9x2" STAINLESS STEEL FASTENERS,

ATTACH 12" OC

COVER EXIST REVEAL LINE BY 1/2" MIN

PREFABRICATED CLIP-ON EDGE W/ COVER,

REF SPEC FOR FINISH




EXIST PARAPET WALL

EXIST ROOF SYSTEM

NON-CURING SEALANT



ATTACH 12" OC

STRIP-IN PER MFR REQ, AS REQD


REF SPEC FOR FINISH

OVERLAP NEW TPO MEMBRANE W/ EXIST

MEMBRANE, INSTALL ADDL MEMBRANE TO

EXIST ROOF AS REQD TO MAINTAIN WARRANTY

3"=1'-0" 0 1 2 4 8 IN

3"=1'-0" 0 1 2 4 8 IN

3"=1'-0" 0 1 2 4 8 IN3"=1'-0" 0 1 2 4 8 IN3"=1'-0" 0 1 2 4 8 IN

3"=1'-0" 0 1 2 4 8 IN 3"=1'-0" 0 1 2 4 8 IN

3"=1'-0" 0 1 2 4 8 IN 3"=1'-0" 0 1 2 4 8 IN

24 GA METAL SLIP FLASHING, REF SPEC

FOR FINISH




EXIST MASONRY WALL



VA

RIE

S

EXIST ROOF SYSTEM

EXIST GUTTER & METAL FLASHING TO

REMAIN

3"=1'-0" 0 1 2 4 8 IN

05

WALL SECTION

A-503

NOTES:

1. FLASH PENETRATIONS WITHIN THIS DETAIL PER MANUFACTURER STANDARD DETAILS.

2. WALL SURFACE VARIES IN AND OUT.

3. ALL TERMINATION BAR TO BE COVERED WITH COUNTERFLASHING IN VERTICAL APPLICATIONS.

4. RELOCATE ELECTRICAL BOX AND CONDUIT TO ALLOW FOR PROPER FLASHING HEIGHTS.

60 MIL TPO BASE FLASHING

MEMBRANE, EXTEND UP

EXIST ENCLOSURE

PERIMETER ATTACHMENT

PER MFR REC

REF A-501 FOR ROOF

ASSEMBLY TYPE

EXIST MASONRY WALL

EXIST PLYWOOD & FRAMING

TO REMAIN

1/2" GYPSUM COVERBOARD

W/ COATED GLASS FACER,

MECHANICALLY-FASTENED

MA

TC

H E

XIS

T H

EIG

HT




12" OC, REF SPEC FOR FINISH,

TOOLED SEALANT TO MATCH



EXIST CAP FLASHING & SEALANT TO

REMAIN, PROTECT DURING ROOF INSTALL

EXIST MASONRY WALL

EXIST PAINTED CONCRETE

FACE OF EXIST METAL PANEL BEYOND

24 GA CLEATED EDGE METAL EXTENDER

22 GA CLEAT, FASTEN TO EXIST CONCRETE



ATTACH 12" OC



REF SPEC FOR FINISH

LAP METAL EDGE EXTENDER OVER

MEMBRANE, FASTEN TO BLOCKING


NON-CURING SEALANT

24 GA CLEATED EDGE METAL

CONT 22 GA CLEAT, LAP OVER MEMBRANE,

ATTACH TO BLOCKING


EXIST MASONRY WALL



STRIPPING PLY, COVER ALL EDGE METAL

ATTACHMENTS

TERMINATION BAR ON PARAPET BEYOND,

CONCEAL W/ COUNTERFLASHING, REF 01/A-503



REF SPEC FOR FINISH, SIZE TO EXTEND 1" MIN

OVER MULLION

NON-CURING SEALANT

LAP MEMBRANE OVER BLOCKING, EXTEND

1/2" MIN OVER MULLION


ATTACH 12" OC


EXIST MULLION, PROTECT IN PLACE, PROVIDE

NEW SILICONE SEALANT BTWN MULLION AND

BLOCKING (MIN 1/2" GAP FOR DEFLECTION)

EXIST SPANDREL GLASS, PROTECT IN PLACE

EXIST RIGID INSULATION, PROTECT IN PLACE

EXIST WOOD BLOCKING TO REMAIN

EXIST FLASHING TO REMAIN

REMOVE CANT BLOCKING

EXIST DECK & STRUCTURE TO REMAIN


REUSE EXIST FLASHING, LAP OVER MEMBRANE

BASE FLASHING AND ANCHOR 12" OC W/ NEW

FASTENER, EPDM SEALING WASHER & SET IN

SEALANT BED


BASE BID: REF A-500 FOR COATING



REMOVE CANT BLOCKING





EXIST SKYLIGHT SYSTEM, PROTECT IN PLACE

BASE BID: REF A-500 FOR COATING



REF SPEC FOR FINISH

NON-CURING SEALANT

LAP BASE FLASHING MEMBRANE OVER EXIST

BLOCKING


ATTACH 12" OC

EXIST RIGID INSULATION, PROTECT IN PLACE




VA

RIE

S

22 GA METAL FLASHING, REF SPEC FOR FINISH,

MATCH EXIST SIZE/PROFILE, ATTACH TO EXIST

BLOCKING

MARRY BASE FLASHING MEMBRANE TO

SKYLIGHT W/ SILICONE SHEET STRIP


24 GA TPO COATED METAL EDGE, MATCH

EXIST PROFILE

WOOD BLOCKING

FULLY WELDED COVER STRIP

SECURE METAL EDGE TO SKYLIGHT BY

OVERSIZED FASTENER W/ EPDM SEALING

WASHER


SLO

PE

SLO

PE

SLO

PE

SLO

PE

SLO

PE

SLO

PE

SLO

PE

SLO

PE

SLO

PE

SLO

PE

SLO

PE

SLO

PE

SLO

PE

SLO

PE

SECURE FLASHING TO SKYLIGHT BY

OVERSIZED FASTENER W/ EPDM SEALING

WASHER


ISSUE DATE:

SHEET NUMBER:

ASSET #


DESIGNED BY:

DATE:REVISION:

PROJECT #

SHEET TITLE:

REVISION:DATE:

REVISION:DATE:

CAD DWG FILE:


GOVERNOR


DEPARTMENT OF


ROOF REPLACEMENT



E1908-0150120110075012011009

01/24/2020


ROOF DETAILS

A-5039 OF 10 SHEETS01/24/2020

ROOF CONSULTANT:





01

SCUPPER DETAIL - ALTERNATE 4

A-504

02

METAL EDGE DETAIL - ALTERNATE 4

A-504

03

THRESHOLD DETAIL - ALTERNATE 2

A-504

08

ROOF TO WALL EXPANSION JOINT DETAIL - ALTERNATE 2

A-504

07

ROOF TO ROOF EXPANSION JOINT DETAIL - ALTERNATE 2

A-504

04

TYPICAL GUTTER DETAIL - BASE BID / ALTERNATE 1

A-504

NOTES:

1. INSTALL SUMP WHENEVER POSSIBLE TO PREVENT PONDING.

NOTES:

1. PEEL AND STICK STRIPPING PLY WILL NOT BE APPROVED.

2. SECURE ALL WOOD BLOCKING PER FM 1-49.

3. INSTALL EXTENDER IF REQUIRED TO MATCH THE EXISTING REVEAL LINE.

NOTES:

1. SIZE AND STYLE OF GUTTERS VARIES FROM BUILDING TO BUILDING. IF ALT 1 ACCEPTED,

DIMENSIONS OF REPLACEMENT GUTTERS AND DOWNSPOUTS TO MATCH EXISTING SIZES ON EACH

ROOF AREA IN PROJECT SCOPE.

2. ALT 1: GUTTER AND DOWNSPOUT COLOR TO BE SELECTED BY ARCHITECT FROM MFR'S STANDARD

RANGE, PROFILE PER SMACNA REQS, AND CONSTRUCTED OF SAME GAUGE METAL.

06

STEP TRANSITION DETAIL

A-504

09

WINDOW SILL FLASHING - ALTERNATE 2

A-504

NOTES:

1. ALL WEEPS TO REMAIN OPEN AND FREE.

3"=1'-0" 0 1 2 4 8 IN

1"


ATTACH 12" OC


REF SPEC FOR FINISH


NON-CURING SEALANT


EXIST WOOD BLOCKING

FULLY ADHERED FLASHING UP AND OVER

TOP OF EXIST PARAPET

TPO-CLAD METAL SCUPPER LINER, MATCH

EXIST PROFILE, COLOR TO MATCH MEMBRANE

HEAT WELD ALL SEAMS

HEAT WELDED STRIP-IN PLY

PERIMETER ATTACHMENT PER MFR REC,

TO NEW WOOD BLOCKING

METAL COLLECTOR HEAD &

DOWNSPOUT TO MATCH EXIST

SIZE AND PROFILE, REF SPEC

FOR FINISH

TWO (2) STRAPS PER DOWNSPOUT,

FINISH TO MATCH DOWNSPOUT

3"=1'-0" 0 1 2 4 8 IN

MATCH EXIST REVEAL LINE

EXIST MASONRY WALL



NON-CURING SEALANT


ATTACH 12" OC


REF SPEC FOR FINISH

60 MIL TPO BASE FLASHING MEMBRANE,

WRAP UP CURB AND UNDER THRESHOLD,

FULLY ADHERE



NEW ALUMINUM THRESHOLD, SET IN

CONT BED OF SEALANT

3"=1'-0" 0 1 2 4 8 IN

4"4"

CONT WOOD BLOCKING, REPLACE AS REQD,

ATTACH PER FM 1-49, TOP OF BLOCKING TO

BE 1/8" TO 1/4" LOWER THAN TOP OF ROOF

ASSEMBLY

FULLY WELDED STRIPPING PLY


24 GA TPO COATED STEEL DRIP EDGE,

ATTACH 6" OC

22 GA CONT CLEAT

ALT 1: 11 GA MIN STAVES 30" OC, SECTURED

AT LEADING EDGE W/ 3/16" STAINLESS RIVETS

BASE BID: EXIST GUTTER TO REMAIN,

REMOVE AND REINSTALL ALL SEALANT

ALT 1: 24 GA GUTTER TO MATCH EXIST SIZE &

PROFILE, REF NOTES FOR FINISH

BASE BID: EXIST DOWNSPOUT TO REMAIN

ALT 1: 24 GA DOWNSPOUT, MATCH EXIST

PROFILE AND NUMBER, REF NOTES FOR

FINISH; INSTALL STRAPS 5'-0" OC

3"=1'-0" 0 1 2 4 8 IN

05

GUTTER DETAIL AT K DORMATORY - BASE BID / ALTERNATE 1

A-504

NOTES:

1. IF ALT 1 ACCEPTED, DIMENSIONS OF REPLACEMENT GUTTERS AND DOWNSPOUTS TO MATCH

EXISTING SIZES.

2. ALT 1: GUTTER AND DOWNSPOUT COLOR TO BE SELECTED BY ARCHITECT FROM MFR'S STANDARD

RANGE, PROFILE PER SMACNA REQS, AND CONSTRUCTED OF SAME GAUGE METAL.

4"4"

FULLY WELDED STRIPPING PLY


24 GA TPO COATED STEEL DRIP EDGE,

ATTACH 6" OC

22 GA CONT CLEAT

ALT 1: 11 GA MIN STAVES 30" OC, SECURED AT

LEADING EDGE W/ 3/16" STAINLESS RIVETS

BASE BID: REINSTALL EXIST GUTTER

ALT 1: 24 GA GUTTER TO MATCH EXIST SIZE &

PROFILE, REF NOTES FOR FINISH

BASE BID: REINSTALL EXIST DOWNSPOUT

ALT 1: 24 GA DOWNSPOUT, MATCH EXIST

PROFILE AND NUMBER, REF NOTES FOR

FINISH; INSTALL STRAPS 5'-0" OC

3"=1'-0" 0 1 2 4 8 IN

CONT WOOD BLOCKING, REPLACE AS REQD,

ATTACH PER FM 1-49, TOP OF BLOCKING TO

BE 1/8" TO 1/4" LOWER THAN TOP OF ROOF

ASSEMBLY

INSTALL ADDL WOOD BLOCKING AS REQD TO

INSTALL BACK OF GUTTER FLUSH W/ FACE

OF TOP MASONRY COURSE

3"=1'-0" 0 1 2 4 8 IN



NEW 1/2" GYPSUM COVERBOARD W/ COATED

GLASS FACER, MECHANICALLY FASTENED

EXIST WALL

60 MIL TPO BASE FLASHING MEMBRANE,

FULLY ADHERE



EXTEND MEMBRANE DOWN OVER EDGE

AND HEAT WELD TO BASE FLASHING

MEMBRANE

3" M

IN

3"=1'-0" 0 1 2 4 8 IN

NOTES:

1. REMOVE ALL EXISTING EXPANSION JOINT DETAIL COMPONENTS AND REPLACE WITH NEW

COMPONENTS.

2. SECURE ALL BLOCKING PER FM 1-49.

MHD - ROOF 2MHD - ROOF 1

COMPRESSIBLE BATT INSULATION &

VAPOR SOCK

COMPRESSIBLE TUBE, DIAMETER TO BE

EQUAL TO OR EXCEED DECK OPENING;

PROVIDE 3" MIN ADDL MEMBRANE TO

ALLOW FOR EXPANSION

ANCHOR FASTENERS W/ BARBED SEAM

PLATES, FASTEN 12" OC


WOOD BLOCKING, INSTALL FLUSH W/

HEIGHT OF NEW ROOF ASSEMBLY

60 MIL TPO FLASHING, FULLY ADHERED

CONTINUOUS WELD & LAP SEALANT AT

CUT EDGES

1

1

2

" MIN

3"=1'-0" 0 1 2 4 8 IN

12

" M

IN


3" MIN FOAM ROPE

HEAT WELD SEAM

ANCHOR FASTENERS W/ BARBED SEAM

PLATES, FASTEN 12" OC

60 MIL TPO FLASHING, FULLY ADHERED

EXIST MASONRY WALL

CONT BEAD OF SEALANT IN COMPRESSION


12" OC, REF SPEC FOR FINISH


W/ BUTYL SEALANT

3"=1'-0" 0 1 2 4 8 IN

09A

A-504

09A: FLASHING SIDE SECTION - NTS

CONT BEAD

TOOLED SEALANT

24 GA COUNTERFLASHING,

ANCHORED 12" OC, REF

SPEC FOR FINISH

SILL FLASHING,

ANCHORED 12" OC

PERIMETER ATTACHMENT

PER MFR REC

REF A-501 FOR ROOF

ASSEMBLY TYPE

60 MIL TPO BASE FLASHING

MEMBRANE, EXTEND UP &

OVER EXIST SILL

24 GA METAL EDGE, REF SPEC FOR FINISH

22 GA CONT CLEAT

EXIST SLOPED BRICK SILL, CLEAN AND

REMOVE EXIST FLASHING & SEALANTS

FLASHING ON SIDE WALL BEYOND

TOOLED SEALANT, COLOR TO MATCH FLASHING

EXIST WINDOW TO REMAIN, PROTECT IN PLACE

SLO

PE

SLO

PE

SLO

PE

SLO

PE

EXIST MASONRY WALL

SLO

PE

EXIST MASONRY WALL

SLO

PE

SLO

PE

SLO

PE

SPLICE JOINTS IN SILL FLASHING TO BE

TREATED W/ SILICONE SHEET STRIP,

COLOR TO MATCH FLASHING

ISSUE DATE:

SHEET NUMBER:

ASSET #


DESIGNED BY:

DATE:REVISION:

PROJECT #

SHEET TITLE:

REVISION:DATE:

REVISION:DATE:

CAD DWG FILE:


GOVERNOR


DEPARTMENT OF


ROOF REPLACEMENT



E1908-0150120110075012011009

01/24/2020


ROOF DETAILS

A-50410 OF 10 SHEETS01/24/2020

ROOF CONSULTANT:





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