replace roofs, multiple buildings montgomery city youth center … · 2020-03-03 · line of roof...

SHEET NUMBER:

OWNER:

PROJECTMANAGEMENT:

DESIGNER:

SITE NUMBER: (7709)(8877709007), (8877709008)(8877709009), (8877709010)(8877709011), (8877709012)(8877709013)

ASSET NUMBERS:

PROJECT NUMBER: H1908-01

WoolpertSTATE OF MISSOURIMichael L. Parson,GOVENOR

DEPARTMENT OF SOCIAL SERVICES DIVISION OF YOUTH SERVICES

OFFICE OF ADMINISTRATIONDIVISION OF FACILITIES MANAGEMENT,DESIGN AND CONSTRUCTION

Replace Roofs, Multiple BuildingsMontgomery City Youth Center

Division of Youth Services

1 OF 6 SHEETS

July ?, 2019

3636 South Geyer RoadSuite 100St. Louis, MO 63127314.436.0865FAX: 314.471.0664

BID DOCUMENTS 06 NOVEMBER 2019

CERTIFICATE OF AUTHORITY NUMBER:

G-001

F00623916

1 OF 6 SHEETS

COTTAGE UNIT "D"

COTTAGE UNIT "C"

COTTAGE UNIT "B" COTTAGE UNIT "A"VOTEC BLDG

MAINT. BLDG

CORE/MULTIPURPOSE/GYMNASIUM BLDG

BUILDING SECTION

DETAIL/ENLARGED PLAN

EXTERIOR ELEVATIONS

DRAWING TITLE

DRAWING REFERENCE NUMBER

DRAWING SHEET NUMBER

END OF SECTION





SCALE OF DRAWING

DRAWING TITLE


WALL SECTION

END OF SECTION



INTERIOR ELEVATIONS



A1

A1

A-101

A-101

A1

A-101

A1

A-101

A-101

A1

SIM

SIM

A1SCALE: 1/8" = 1'-0"

View Name

A

A/C

ADD.

ADJ.

A.F.F.

AGG.

ALUM.

ALT.

APPROX.

ARCH.

ASPH.

AIR CONDITION(ING)

ADDENDUM, ADDITIONAL

ADJACENT, ADJUSTABLE

ABOVE FINISH FLOOR

AGGREGATE

ALUMINUM

ALTERNATE

APPROXIMATE

ARCHITECTURE(URE)(URAL)

ASPHALT

B

BC

BD.

BK.

BLDG.

BLKG.

BM.

BORDER CARPET

BOARD

BRICK

BUILDING

BLOCKING

BEAM

C

C.F.

C.J.

CLG.

C.M.U.

CONC.

CONF.

CONST.

CONT.

C.T.

C.P.

CUBIC FEET

CONTROL JOINT

CEILING

CONCRETE MASONRY UNIT

CONCRETE

CONFERENCE

CONSTRUCTION

CONTINUOUS, CONTINUED

CERAMIC TILE

CARPET

C.Y. CUBIC YARD

D

DWG. DRAWING(S)

E

E. EAST

EA. EACH

E.J. EXPANSION JOINT

ELEC. ELECTRIC, ELECTRICAL

ELEV. ELEVATION, ELEVATOR

ENGR. ENGINEER(ING)(ED)

ERD. EXISTING ROOF DRAIN

EQ. EQUAL

EQUIP. EQUIPMENT

E.W. EACH WAY

E.W.C. ELECTRIC WATER COOLER

EXIST. EXISTING

EXP. EXPOSE(ED), EXPANSION

EXT. EXTERIOR

EX ST EXPOSED STRUCTURE

G

GAL. GALLON

GALV. GALVANIZED

G.B. GLASS BLOCK

G.C. GENERAL CONTRACTOR

GL. GLASS

GYP. GYPSUM BOARD

H

H.B. HOSE BIB

H.C. HOLLOW CORE

HDW. HARDWARE

HDWD. HARDWOOD

H.M. HOLLOW METAL

HORIZ. HORIZONTAL

H.&V. HEATING & VENTILATING

I

I.D. INSIDE DIAMETER

INSUL. INSULATION, INSULATED

INT. INTERIOR

J

JCT. JUNCTION

JST. JOIST

L

LB. POUND

L.F. LINEAL FEET

LAM. LAMINATED

LAV. LAVATORY

M

MATL. MATERIAL

MAX. MAXIMUM

MECH. MECHANICAL

MEZZ. MEZZANINE

MFR. MANUFACTURE(ER)(ED)

MIN. MINIMUM

MTG. MEETING

M.O. MASONRY OPENING

N

N.

N.I.C.

NORTH

NOT IN CONTRACT

O

O.C.

O.D.

ON CENTER

OUTSIDE DIAMETER

OFF.

O.F.O.W.

OFFICE

OUTSIDE FACE OF WALL

OH.

OPNG.

OVERHEAD

OPENING

OPP. OPPOSITE

P

P.

PAV.

PAINT(ED)

PAVED, PAVEMENT

PL.

PLMB.

PLASTIC, PLASTER

PLUMB(ING)

PLYW.

P.S.F.

PLYWOOD

POUNDS / SQUARE FOOT

P.S.I. POUNDS / SQUARE INCH

P.T.

P.T.D.

PORCELAIN TILE

PAPER TOWEL DISPENSER

PVC. POLYVINYLCHLORIDE

Q

Q.T. QUARRY TILE

R

REINF.

REQ.

REINFORCE(ED)(ING)

REQUIRE(ED)

RESIL.

RES.

RESILIENT

RESINOUS FLOORING

RM. ROOM

S

S.

S.A.T.

SOUTH

SUSPENDED ACOUSTICAL TILE

S.C.

SECT.

SOLID CORE

SECTION

S.F.

S.G.T.

SQUARE FEET

STRUCTURAL GLAZED TILE

S.N.D. SANITARY NAPKIN DISPENSER

SPKLR.

STD.

SPRINKLER

STANDARD

STL. STEEL

STRUCT. STRUCTURE, STRUCTURAL

SIM. SIMILAR

T

TEL.

TEMP.

TELEPHONE

TEMPORARY, TEMPERATURE

TERR.

T.O.C.

TERRAZZO

TOP OF CONCRETE

TOIL.

T.O.S.

TOILET

TOP OF STEEL

T.O.W. TOP OF WALL

TV. TELEVISION

U

UNF.

UR.

UNFURNISHED

URINAL

UTIL. UTILITY, UTILITIES

V

V.B.

V.C.T.

VAPOR BARRIER

VINYL COMPOSITION TILE

VENT.

VEST.

VENTILATOR, VENTILATION

VESTIBULE

V.P.

V.T.

VENEER PLASTER

VINYL TILE

V.T.B. VINYL TILE BASE

V.W.C. VINYL WALL COVERING

W

W.

W.C.

WEST

WATER CLOSET

WD.

WT.

WOOD

WEIGHT

D.S. DOWNSPOUT

RTU ROOF TOP UNIT

F

FT FEET

TYP. TYPICAL

SHEET NUMBER:

3636 South Geyer Road Suite 100St. Louis, MO 63127314.436.0865FAX: 314.471.0664

ARCHITECTURE ENGINEERING GEOSPATIAL

STATE OF MISSOURIMICHAEL L. PARSON,GOVENOR

PROFESSIONAL SEAL

OFFICE OF ADMINISTRATION DIVISION OF FACILITIES MANAGEMENT,DESIGN AND CONSTRUCTION

DEPARTMENT OF PUBLIC SAFETY, OFFICE OF THE ADJUTANT GENERAL MISSOURI NATION GUARD

INDEX OF DRAWINGS LOCATION MAP

KEY PLANSYMBOLSABBREVIATIONS

2 OF 6 SHEETS

00/00/0000

SHEET TITLE:

DESIGNED BY:

DRAWN BY:

CAD DWG FILE:

CHECKED BY:

REVISION:

DATE:

REVISION:

ISSUE DATE:

REVISION:DATE:

DATE:

SITE #

PROJECT #

ASSET #

REPLACE ROOFS, MULTIPLE BUILDINGS MONTGOMERY CITY YOUTH CENTER DIVISION OF YOUTH SERVICES

H1908-01

7709

(8877709007), (8877709008)(8877709009), (8877709010)(8877709011), (8877709012)(8877709013)


BIM

360://S

tate

of M

issouri/M

on

tgom

ery

City Y

outh

Cente

r_A

RC

H_

R19.r

vt

11/7

/201

9 1

0:2

0:1

0 A

M

G-002

INDEX OF DRAWINGS,LOCATION MAP &ABBREVIATIONS

SheetNumber Sheet Name

G-001 COVER

G-002 INDEX OF DRAWINGS, LOCATION MAP & ABBREVIATIONS

AD-001 OVERALL DEMOLITION ROOF PLAN

A-100 OVERALL ROOF PLAN

A-200 ROOF DETAILS

A-201 ROOF DETAILS

PROJECT LOCATION

LOCATION MAPREGIONAL MAP

SCALE : 1" = 30'-0"1 ROOF LEVEL (WORK AREA)

SITE ADDRESS: 300 NIEDERGERKE DRIVE MONTGOMERY CITY, MO 63361

06 NOVEMBER 2019

UNISEX HOUSING UNIT "B" ROOF PLAN UNISEX HOUSING UNIT "A" ROOF PLANVOTEC BUILDING

UNISEX HOUSING UNIT "C" ROOF PLAN

COED HOUSING UNIT "D" ROOF PLAN

CORE/MULTIPURPOSE/GYMNASIUM BUILDING ROOF PLAN

MAINTENANCE BUILDING

106106106

001001001001

001001001001001001

001001001001

001001001001 001001001001

001001

001001001001

001001

COMPLETELY REMOVE ANTENNAS AND SATELLITE DISHES WHICH ARE NO LONGER IN USE FROM BUILDING

COMPLETELY REMOVE ANTENNAS AND SATELLITE DISHES WHICH ARE NO LONGER IN USE FROM BUILDING

REMOVE EXISTING CAPPED FLUE BELOW ROOF DECK

REMOVE EXISTING ROOF STRAINER BASKETS

REMOVE EXISTING ATTIC VENTS FOR REPLACEMENT WITH NEW. TYP

D.S

D.S.D.S.D.S.D.S.D.S.

D.S. D.S. D.S.

D.S.

D.S.

D.S.D.S.

D.S.

D.S.

D.S.

D.S. D.S.

D.S.

D.S.

D.S.

D.S.

D.S.

D.S.

D.S.

104

104

104

104

104

104

TYP.

TYP.

TYP.TYP.

TYP.

TYP.

TYP.

104

104

TYP.

EXISTING MINI-SPLIT HVAC UNIT ON EXISTING ROOFING

REMOVE EXISTING 4x4 PRESSURE TREATED WOOD BLOCK SUPPORTS UNDER CONDENSING UNITS AND PREPARE TO BE REPLACED WITH NEW

D.S.

D.S.

D.S.

D.S.

D.S.D.S.

D.S.

D.S. D.S.

D.S.

D.S.

D.S.

D.S.

D.S.

D.S. D.S.

D.S.

D.S.

D.S.

D.S.

D.S.

D.S. D.S.

D.S.

D.S.

D.S.

D.S.

D.S.

D.S.

REMOVE 4 SCREWS HOLDING MOUNTING BRACKETS OF DISCONNECT PANEL TO PARAPET WALL FOR REMOVAL OF EXISTING EPDM AND INSTALL OF NEW PVC MEMBRANE

REMOVE EXISTING METAL WATER HEATER EXHAUST VENT PIPE FOR REPLACEMENT WITH PVC PIPE

SHEET NUMBER:




PROFESSIONAL SEAL



2 OF 6 SHEETS

00/00/0000

SHEET TITLE:

DESIGNED BY:

DRAWN BY:

CAD DWG FILE:

CHECKED BY:

REVISION:

DATE:

REVISION:

ISSUE DATE:

REVISION:DATE:

DATE:

SITE #

PROJECT #

ASSET #


H1908-01

7709

(8877709007), (8877709008)(8877709009), (8877709010)(8877709011), (8877709012)(8877709013)


AD-001

OVERALL DEMOLITION ROOFPLAN

SCALE : 1/16" = 1'-0"1 OVERALL DEMOLITION ROOF PLAN11. CONTRACTOR SHALL COMPLETELY REMOVE ALL ROOFING NAILS FROM GROUNDS EACH DAY.

10. PRIOR TO REMOVAL AND RELOCATION OF ANY ELECTRICAL LINES AND GAS LINES, TURN OFF ELECTRIC AND

GAS SERVICES AS REQUIRED.

9. EVERY ATTEMPT HAS BEEN MADE TO LOCATE AND IDENTIFY ALL ROOF PENETRATIONS AND ROOF TOP

UNITS. G.C. SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL ROOF PENETRATIONS AND ROOF TOP UNITS

PRIOR TO BIDDING, SO THAT BID CONTAINS ALL REQUIRED PRICING TO COMPLETE JOB. ALL FLASHING...

8. REMOVE ALL EXISTING ROOFING AND INSULATION DOWN TO EXISTING DECK.

7. AT ANY TIME DURING CONSTRUCTION, IF ANY CONTRACTOR DISCOVERS HAZARDOUS MATERIALS, STOP

WORK AND NOTIFY THE OWNER IMMEDIATELY.

6. CUT AND REMOVE PORTIONS OF EXISTING CONSTRUCTION AS REQUIRED TO ALLOW FOR PROPER

INSTALLATION OF NEW CONSTRUCTION.

5. NEITHER THE OWNER NOR USING AGENCY ASSUMES ANY RESPONSIBILITY FOR ACTUAL CONDITIONS OF

ITEMS TO BE DEMOLISHED.

4. ALL MATERIALS NOT REQUIRED TO BE REMOVED FOR THE EXECUTION OF THE PROJECT SHALL BE LEFT IN

PLACE AND PROTECTED FROM DAMAGE DURING CONSTRUCTION. ANY ITEMS DAMAGED DUE TO THIS

PROJECT SHALL BE RESTORED TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE.

3. CONTRACTORS SHALL COMPLETELY REMOVE ALL DEMOLISHED MATERIALS FROM THE SITE. ALL

DEMOLISHED MATERIALS SHALL BECOME PROPERTY OF THE CONTRACTOR UNLESS THEY ARE TO BE

REUSED, OR AS OTHERWISE NOTED OR INSTRUCTED, AND TO BE DISPOSED OF LEGALLY. REMOVE DEBRIS,

RUBBISH, AND OTHER MATERIALS DAILY FROM CONSTRUCTION SITE. ALL REMOVED MATERIALS SHALL BE

DISPOSED OF LEGALLY. DO NOT STORE ANY DEMOLITION MATERIAL ON THE EXISTING ROOF.

2. CONTRACTOR TO VERIFY SIZE, QUANTITY AND LOCATION OF ALL EXISTING ROOF PENETRATIONS.

1. CONTRACTOR SHALL FIELD VERIFY DIMENSIONS AND BE RESPONSIBLIE FOR THE SAME. ANY DISCREPENCIES

SHALL BE BROUGHT TO THE ARCHITECT'S PRIOR TO FABRICATION AND/OR INSTALLATION.

DEMOLITION GENERAL NOTES:

001 REMOVE EXISTING ASPHALT SHINGLES ANDFELTS DOWN TO PLYWOOD SHEATHINGAND PREPARE FOR NEW ROOFINGMATERIALS. DOCUMENT ANY DAMAGEDSHEATHING ON DRAWINGS WITH PICTURESAND REPORT THE AMOUNT REQUIRINGREPLACEMENT TO OWNER'S ON SITEREPRESENTATIVE. TRACK QUANTITY FOREACH BUILDING.

104 REMOVE EXISTING GUTTERS ANDDOWNSPOUTS AND PREP FOR NEWGUTTERS AND DOWNSPOUTS IN SAMELOCATIONS.

106 NEW ASPHALT SHINGLE, OVER NEW #30FELT AND ICE DAM, OVER EXISTINGPLYWOOD ROOF SHEATHING

REFERENCE KEYNOTES:

3 OF 6 SHEETS

06 NOVEMBER 2019

UNISEX HOUSING UNIT "B" ROOF PLAN UNISEX HOUSING UNIT "A" ROOF PLAN VOTEC BUILDING

UNISEX HOUSING UNIT "C" ROOF PLAN

COED HOUSING UNIT "D" ROOF PLAN

CORE/MULTIPURPOSE/GYMNASIUM BUILDING ROOF PLAN

57' - 8"

75

' -

0"

57' - 8"

75

' -

0"

30

' -

3"

34' - 3"

9' -

0"

12

' -

3"

9' -

0"

37

' -

4"

41' - 4"

57

' -

8"

75' - 0"

57

' - 1

1"

7' -

2 1

/2"

65

' -

1 1

/2"

95' - 3"

28' - 1 7/8" 16' - 7 3/8" 10' - 10 5/8" 16' - 7 3/8" 22' - 11 3/4"

213' - 7"

60

' -

0 1

/8"

12

3' -

9 1

/16

"

EXISTING GAS HEATER FLUE & BOILER FLUE -SEE DETAIL 3/A-201

ICE DAM MEMBRANE

ICE DAM MEMBRANE

DOWNSPOUT (15' TO GRADE)

EXISTING ROOF VENTILATOR

EXISTING GAS HEATER FLUE & BOILER FLUE, TYP. EACH UNIT - SEE DETAIL 3/A-201.

CONTINUOUS METAL GUTTER

ICE DAM MEMBRANE



EXISTING 2'-6" X 3'-0" ROOF HATCH -PROVIDE ROOF CRICKET BETWEEN ROOF HATCH AND EXTERIOR WALL OF MULTIPURPOSE BUILDING - SEE DETAIL 7/A-200

EXISTING RTU FOR KITCHEN HOOD INTAKE AND EXHAUST SEE 6/A-200

PROVIDE ROOF CRICKET

ICE & WATER SHEILD MEMBRANE AT FASCIA, VALLEYS AND CURBS

PROVIDE NEW PREFINISHED ALUMINUM ATTIC VENTS IN EXISTING OPENINGS (MATCH EXISTING SIZE)

ICE DAM MEMBRANE LAYER INTO PVC ROOFING

PROVIDE CRICKETS AT EXISTING SKYLIGHTS

PROVIDE TAPERED ROOF INSUL TO ALLOW POSITIVE DRAINAGE TO ROOF DRAINS.

NEW 4" RETROFIT ROOF DRAIN AND OVERFLOW DRAIN SEE 7/A-201

HIP

TYP. RAKE

RIDGE

ASPHALT SHINGLES

LINE OF ROOF SLOPE CHANGE - SEE 6/A-201

RA

KE RIDGE

ASPHALT SHINGLES

REPLACE EXISTING CONT. 2" EXPANSION JOINT COVER AND FLASHING ALONG MULTIPURPOSE ROOM CMU WALL. SEE 2/A-200

RA

KE

RIDGE

ASPHALT SHINGLES

VALL

EYVALLEY

HVAC UNIT AND CURB

VA

LLE

Y

HIP

HIP

VERT. FACE SEE 3/A-200

RIDGE

RID

GE

RID

GE

VA

LLE

YVA

LLE

Y

VA

LLE

Y

VA

LLE

Y

SLOPE DOWNSLOPE DOWN

SLOPE DOWN

NEW SCUPPER WITH 12" X 12" X 12" CONDUCTOR HEAD AND PREFIN ALUMINUM DOWNSPOUT 13' TO GRADE

RID

GE

D.S

D.S.D.S.D.S.D.S.D.S.

D.S. D.S. D.S.

RIDGE RIDGE

RID

GE

D.S.

D.S.

D.S.D.S.

D.S.

D.S.

D.S.

HIP

RID

GE

VA

LLE

Y

MAINTENANCE BUILDING

5"

/ 12

"

5"

/ 12

"

5" / 12"5" / 12"

DOWNSPOUT TYP. @ 9 LOCATIONS (9' TO GRADE)

NEW CONTINOUS PREFINISHED ALUMINUM GUTTERS AND DOWNSPOUT SYSTEM




5"

/ 12

"5

" /

12

"

5" / 12"5" / 12"

5"

/ 12

"5

" /

12

"

5" / 12" 5" / 12"

5"

/ 12

"5

" /

12

"

5" / 12"5" / 12"

5" / 12"5" / 12"

5"

/ 12

"5

" /

12

"

5"

/ 12

"5

" /

12

"


9" / 12" 9" / 12" 9" / 12"9" / 12"

NEW METAL PRE-FINISHED PARAPET CAP

DOWNSPOUT TYP. @7 LOCATIONS (9' TO GRADE)

DOWNSPOUT(15' TO ROOF LEVEL BELOW)

DOWNSPOUT(15' TO ROOF LEVEL BELOW)


5" / 12" 5" / 12"

SLOPE DOWN 5" / 12"

DOWNSPOUT (15' TO GRADE) CONNECT TO EXISTING BELOW GRADE SYSTEM




TYP.

5"

/ 12

"5

" /

12

"

106

102

102

102

103

TYP.

103

103103

103

103

TYP.

TYP.TYP.

TYP.

TYP.

103

TYP.

106 106

106

106

106

106

4

A-201

4

A-201

4

A-2014

A-201

4

A-201

4

A-201

6

A-201

6

A-201

6

A-201

PROVIDE ROOF CRICKET



EXISTING EXHAUST FAN FLUE


EXISTING GAS HEATER FLUE & BOILER FLUE -SEE DETAIL 6/A-200.




5" / 12"

106

6

A-201

103

103TYP.

RTU CURB. SEE 6/A-200

REMOVE EXISTING CAPPED FLUE BELOW ROOF DECK. PATCH DECKING AS REQUIRED

PROVIDE CRICKET AT EXISTING FLUE

PROVIDE CRICKET AT EXISTING FLUE

105105

105105

105105

EXISTING MINI-SPLIT HVAC UNIT ON NEW PVC ROOFING

EXISTING CONDENSING UNIT ON NEW PRESSURE TREATED 4x4 BLOCKING OVER PVC ROOFING

6

A-201

D.S.

D.S.

D.S.

D.S.

D.S.

D.S.D.S.

D.S.

D.S. D.S.

D.S.

D.S.

D.S.

D.S.

D.S.

D.S. D.S.

D.S.

D.S.

D.S.

D.S.

D.S.

D.S. D.S.

D.S.

D.S.

D.S.

D.S.

INSTALL NEW PVC MEMBRANE ON PARAPET WALL AND RE-ATTACH DISCONNECT PANEL MOUNTING BRACKETS TO PARAPET WALL

D.S.

D.S.

REPLACE EXISTING METAL WATER HEATER EXHAUST VENT PIPE WITH PVC PIPE

SHINGLE OVER RIDGE VENT

1. CONTRACTOR SHALL FIELD VERIFY DIMENSIONS AND BE RESPONSIBLE FOR THE SAME. ANY DISCREPENCIESSHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION PRIOR TO FABRICATION AND/OR INSTALLATION.

2. CONTRACTOR TO VERIFY ALL ROOF PENETRATION LOCATIONS.3. NOT USED4. FOR ROOF DETAILS SEE SHEET A-201 & A-2025. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE STATE OF MISSOURI AND ALL OTHER

APPLICABLE LOCAL CODES, ORDINANCES AND STANDARDS.6. CONTRACTOR SHALL USE EXTREME CARE AND PRECAUTION DURING CONSTRUCTION SO AS NOT TO DAMAGE

EXISTING ADJACENT FACILITIES. ANY DAMAGE DONE TO EXISTING FACILITIES DURING CONSTRUCTION SHALLBE REPAIRED TO THE SATISFACTION OF THE ARCHITECT WITHOUT ADDITIONAL COST TO THE OWNER.

7. ALL DIMENSIONS ARE NOMINAL AND ARE TO FINISH TO FINISH OR FACE TO FACE OF CONSTRUCTION UNLESSOTHERWISE NOTED.

8. CONTRACTOR TO REMOVE ALL TRASH AND DEBRIS FROM SITE ON A DAILY BASIS. COORDINATE DUMPSTERLOCATION AND ACCESS WITH OWNER.

9. OWNER WILL BE CONTINUALLY OCCUPYING THE BUILDING AND THE AREAS BELOW THE CONSTRUCTION. POINTOF CONTACT AT THE SITE TO BE PROVIDED AT PRE-CONSTRUCTION MEETING. NOTIFICATION MUST BE GIVEN(72) HOURS IN ADVANCE FOR ANY WORK WHICH WILL AFFECT THEIR NORMAL WORKING OPERATIONS.

10. SHOULD ANY DOUBT OR QUESTION ARISE WITH RESPECT TO THE TRUE MEANING OF THE DRAWINGS ORSPECIFICATIONS, REFERENCE SHALL BE MADE TO THE ARCHITECT WHOSE DECISION THERIN SHALL BE FINALAND CONCLUSIVE. NO ALLEGED ORAL ADMISSION, CONDONATION, OR INADVERTENT NEGLECT ON PART OFTHE ARCHITECT WILL BE ACCEPTED AS AN EXCUSE FOR INFERIOR WORK.

11. CONTRACTOR IS RESPONSIBLE FOR TEMPORARY DIRECTIONAL SIGNAGE AS WELL AS FRIENDLYCONSTRUCTION SIGNAGE NOTIFYING BUILDING OCCUPANTS AS WELL AS THE PUBLIC.

12. CONTRACTOR SHALL NOT ENGAGE IN ANY ACTIVITY WHICH MAY ENDANGER THE BUILDING OCCUPANTS ASWELL AS THE PUBLIC.

13. CONTRACTOR AND ALL SUBCONTRACTORS ARE REQUIRED TO REVIEW CONTRACT DOCUMENTS OF VARIOUSDISCIPLES AND FAMILIARIZE THEMSELVES WITH THE EXTENT OF WORK SHOWN ON THE DRAWINGS.

14. CONTRACTOR AND ALL SUBCONTRACTORS ARE ENCOURAGED TO READ AND UNDERSTAND THE PROJECTMANUAL PRIOR TO BIDDING OR START OF ANY CONSTRUCTION.

15. CONTRACTOR IS RESPONSIBLE FOR WATER TIGHTENING THE ROOF AND AREAS UNDER CONSTRUCTION ATTHE END OF EACH DAY REGARDLESS OF THE WEATHER FORCAST.

16. CONTRACTOR SHALL NOT IN ANY WAY STORE MATERIALS, EQUIPMENT, OR ANY ITEMS ON THE ROOF WHICHWILL INQUIRE ADDITIONAL LOAD ON EXISTING STRUCTURAL MEMBERS.

17. PROVIDE ADEQUATE SLOPE IN GUTTERS TO DOWNSPOUTS TO AVOID ANY STANDING WATER IN GUTTERS.18. ENTIRE EXISTING FLAT DECK SHALL BE EXAMINED FOR STRUCTURAL SOUNDNESS. DO NOT INSTALL ANY ROOF

FRAMING OVER UNSTABLE DECKING. ALL NEW ROOF ATTACHMENT SHALL BE ON SOLID SUBSTRATE.19. CONTRACTOR SHALL VERIFY THAT THE CONDITION OF THE EXISTING ROOF SURFACE WILL ALLOW FOR

SOUND INSTALLATION OF THE NEW PVC AND TAPERED INSULATION SYSTEM AS DESIGNED BY THE MFG.20. UNLESS OTHERWISE NOTED, G.C. SHALL PATCH AND REPAIR ALL ADJACENT SURFACES BY NEW

CONSTRUCTION OR DEMOLITION.

SHEET NUMBER:




PROFESSIONAL SEAL



2 OF 6 SHEETS

00/00/0000

SHEET TITLE:

DESIGNED BY:

DRAWN BY:

CAD DWG FILE:

CHECKED BY:

REVISION:

DATE:

REVISION:

ISSUE DATE:

REVISION:DATE:

DATE:

SITE #

PROJECT #

ASSET #


H1908-01

7709

(8877709007), (8877709008)(8877709009), (8877709010)(8877709011), (8877709012)(8877709013)


A-100

OVERALL ROOF PLAN

SCALE : 1/16" = 1'-0"A1 OVERALL ROOF PLANS

PLAN NORTH

102 NEW 60 MIL PVC ADHERED/HEATWELDED ROOFING SYSTEM OVER 1/2"ISOGUARD HD COVER BOARD OVERNEW 4 1/2" POLYISO BOARDINSULATION ONTO EXISTING WOODDECK FOR A TOTAL ROOF SYSTEMVALUE OF R-30.

103 NEW PREFINISHED ALUMINUMGUTTERS AND DOWNSPOUTS TOMATCH EXISTING.

105 PROVIDE ICE AND WATER SHEILDMEMBRANE ON AND AROUND EXISTINGSKYLIGHT CURBS UNDER ALUMINUMAPRON FLASHING. (TYP. ALLSKYLIGHTS) SEE DETAIL 5/A-201

106 NEW ASPHALT SHINGLE, OVER NEW #30FELT AND ICE DAM, OVER EXISTINGPLYWOOD ROOF SHEATHING

REFERENCE KEYNOTES:

GENERAL NOTES:

4 OF 6 SHEETS

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21. SEE SECTION 012200 – UNIT PRICES FOR BASED QUANTITY AND UNIT PRICE FOR REPLACING DAMAGED PLYWOOD ROOF SHEATHING.

P.T. WOOD NAILERS

3" MIN. 3" MIN.

INTERPLY REQUIRED FOR 15 & 20 YR SYSTEMS

BASE AND INTERPLY SHEETS AS REQ'D

RECOVERY BOARD

4 1/2" POLYISO INSULATION

INSULATED ROOF HATCH

HIGH-DOMED, CAPPED, GASKETED FASTENERS AS REQ'D - UNDER HATCH CURB COUNTER FLASHING

FASTEN APPROX. 8" o.c.

EXISTING ROOF HATCH INTEGRAL COUNTER FLASHING

EXISTING INSULATED ROOF HATCH CURB, PAINTED EXPOSED SURFACES

1' -

0"

7"

SEAL EDGES OF FLASHING MEMBRANE W/ LAP EDGE SEALANT, TYP.

4" CANT, TYP.

3" MIN.3" MIN. EXISTING WOOD ROOF DECK TO REMAIN

NEW 1/2" COVERBOARD OVER 4 1/2" MIN. RIGID INSULATION (TYP)

NEW 2x4 NAILERS. SCREW TO DECKING

EXISTING BATT INSULATION TO REMAIN

EXISTING 1/2" PLYWOOD TO REMAIN

PVC FLASHING AND LAP SPLICE

EXISTING WOOD TRUSS JOIST TO REMAIN

EXISTING MASONRY WALL TO REMAIN AS IS

NEW .032 BRONZE ALUM.

EXIST. 2x4. LEAVE IN PLACE AND RE-ANCHOR

NEW 6" PREFINISHED ALUMINUM GUTTER & DOWNSPOUT SYSTEM SHAPE TO MATCH EXISTING ROOF GUTTERS.

NOTES:1. DECK FLANGE MUST BE TOTALLY

COVERED BY PVC ELASTOFORM FLASHING

2. MIN 2" LAP SPLICE FROM NAIL HEAD

3. TPO ELASTOFORM FLASHING MUST OVERLAP DECK MEMBRANE MIN 3"

4. FASTENERS AND FASTENER PATTERN AS RECOMMENDED BY METAL EDGE MANUFACTURER

5. TREATED WOOD NAILER MUST EXTEND PAST TOTAL WIDTH OF METAL EDGE DECK FLANGE

KEEP MASTIC, MEMBRANE AND LAP SEALANT BELOW EXISTING WEEPS

LAP SEALANT

WATER CUT-OFF MASTIC

TERMINATION BAR NAIL-IN

TERMINATION BAR

BONDING ADHESIVE

PVC MEMBRANE

LAP SEALANT

PRE-MOLDED PIPE SEAL

STAINLESS STEEL CLAMPING RING

PVC FLASHING OVER PVC BONDING ADHESIVE

WATER CUT-OFF MASTIC

4" MIN INSULATION

IN-SEAM SEALANT

SPLICING CEMENT

LAP SEALANT

NOTES:

1. REMOVE ALL OTHER FLASHING

2. PRE-MOLDED PIPE SEAL MUST HAVE INTACT RIB AT TOP EDGE, REGARDLESS OF PIPE DIAMETER.

3. APPLY IN-SEAM SEALANT 1/2" FROM INSIDE EDGE OF PIPE SEAL FLANGE.

4. DECK FLANGES OF THE PRE-MOLDED PIPE FLASHING SHALL NOT BE OVERLAPPED, CUT OR APPLIED OVER ANY ANGLE CHANGE.

PVC MEMBRANE

APPROX. 1/2"

PVC BONDING ADHESIVE

SEE TERMINATION BAR DETAIL 4-A/200

PVC MEMBRANE

1/8

" M

IN.

1"

MA

X.

3" MIN.

6" WIDE

FULLY ADHERED AND HEAT WELDED PVC MEMBRANE OVER 1/2" COVER BOARD OVER 4 1/2" RIGID INSULATION

SPLICING CEMENT

4 1/2" RIGID INSULATION

SEAM FASTENING PLATE AND FASTENER (MAX. 12" O.C.)

LAP SEALANT

3" MIN.

3" MIN.

3" MIN.

NEW SHINGLE ROOF

NEW METAL RIDGE CAP

REMOVE EXISTING EPDM AND PROVIDE NEW PVC MEMBRANE OVER EXISTING PLYWOOD SHEATHING

3 1

/8"

REMOVE 4 SCREWS HOLDING MOUNTING BRACKETS OF DISCONNECT PANEL TO PARAPET WALL FOR REMOVAL OF EXISTING EPDM AND INSTALL OF NEW PVC MEMBRANE

8'-0

" (F

IEL

D V

ER

IFY

)

PVC MEMBRANE OVER 1/2" COVERBOARD

LAP SEALANT

SPLICING CEMENT


PVC MEMBRANE

IN-SEAM SEALANT

SEAM FASTENING PLATE (MAX. 12" O.C.)

BONDING ADHESIVE

EXISTING METAL FLASHING

EXISTING ROOF CURB

3" MIN.

NOTES:

1. FASTEN MEMBRANE FLASHING 12" O.C. IF FASTENER PENETRATES METAL COUNTERFLASHING, USE PVC WASHER OR APPLY WATER CUT-OFF MASTIC OR CAULK FASTENER HEAD.

2. 6" WIDE UNCURED ELASTOFOAM FLASHING OR PRESSURE SENSITIVE FLASHING MUST BE CENTERED OVER FIELD SPLICE AT ANGLE CHANGE.

3. THIS DETAIL USED FOR POWER VENTILATORS

4. EXISTING CURB HEIGHT EXTENDED USING 20 GA. SHEET METAL FOR 2 MECHANICAL UNITS ON NORTH EAST CORNER AND SOUTH END OF LOW ROOF CHANGE.

EXISTING 1" WOOD SHEATHING

EXISTIND WOOD TRUSSES

PVC MEMBRANE OVER 1/2" COVERBOARD

LAP SEALANT

MEMBRANE FASTENER


PVC MEMBRANE

BONDING ADHESIVE

EXISTING WALL

FOAM TUBE TO MATCH THE WIDTH OF EXPANSION JOINT

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CAD DWG FILE:

CHECKED BY:

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DATE:

REVISION:

ISSUE DATE:

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DATE:

SITE #

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ASSET #


H1908-01

7709

(8877709007), (8877709008)(8877709009), (8877709010)(8877709011), (8877709012)(8877709013)


A-200

ROOF DETAILS

SCALE : 6" = 1'-0"7 ROOF HATCH CURB DETAIL

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

SCALE : 1 1/2" = 1'-0"4 TERMINATION DETAIL

SCALE : 1 1/2" = 1'-0"5 VENT PIPE FLASHING DETAIL

SCALE : 1 1/2" = 1'-0"3 WALL/ROOF TRANSITION

SCALE : 3" = 1'-0"6 CURB DETAIL (TYP)

SCALE : 3" = 1'-0"2 EXPANSION JOINT @ WALL OR PARAPET

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WALL CONSTRUCTION

PRE-FINISHEDALUM. DOWNSPOUT

COMPATIBLE SEALANT

METAL SLEEVE

MASONRY ANCHOR SET IN SEALANT

BRACING STRAP -COLOR AND MATERIAL TO MATCH DOWNSPOUT

SLOPE

ENDS

GUTTER SHALL LAP

PRE-FIN. ALUM. EAVE FLASHING

NOTE:1. PROVIDE EXPANSION JOINT SPACING @ GUTTER PER SMACNA GUIDELINES.

2. EXACT DETAILS & INSTALLATION PER MFR. RECOMMENDATIONS.

PRE-FIN. ALUM. GUTTER

NOTE:1. PRE-MOLDED PIPE FLASHING MAY BE CUT TO HEIGHT, BUT NO LOWER THAN REINFORCING RING (NO WRINKLES OR FOLDS UNDER CLAMPING RING).

RO

UN

D P

EN

ET

RA

TIO

N

CONTINUOUS BEAD OF AP SEALANT OR HIGHER GRADE URETHANE SEALANT

STAINLESS STEEL CLAMPING RING

PRE-MOLDED PIPE FLASHING SET IN FLASHING CEMENT

FIELD FABRICATED GALVANIZED METAL HOOD INSTALL TARGET

MEMBRANE TO EXTEND A MIN. OF 1/2" UP PIPE

NEW ASPHALT SHINGLED RIDGE VENT (ONLY AT MAINTENANCE BUILDING)

ASPHALT SHINGLES ON #30 FELT OVER PLYWOOD ROOF SHEATHING

EXISTING PRE-FINISHED METAL FASCIA TO REMAIN

NEW PRE-FINISHED METAL DOWNSPOUT AND GUTTER

NEW PRE-FINISHED METAL ROOF DRIP EDGE FLASHING

NEW ICE/WATER SHEILD MEMBRANE UP ROOF TO 3'-0"PAST INSIDE FACE OF EXTERIOR WALL.

NEW ASPHALT SHINGLES ON #30 FLETOVER PLYWOOD ROOF SHEATHING

OVERLAP

18" MIN.

CONTINUE UNDERLAYMENT OVER EVERGUARD MEMBRANE FLASHING

APPROVED FASTENERS

EVERGUARD WATER BLOCK

EVERGUARD BONDING ADHESIVE (OPTIONAL)

HEAT-WELDED LAP

DRILL-TEC PLATES & SCREWS 12" (305 MM) O.C.

2" TALL DAM (ONLY AT OVERFLOW DRAIN)

DECK CLAMP

NEW METAL STRAINER BASKET AND PVC RETROFIT ROOF DRAIN KIT

COMPRESSION RING

CONTINUOUS SEALANT BETWEEN DRAIN BOWL FLANGE AND MEMBRANE

PVC MEMBRANE OVER 1/2" COVERBOARD - RUN 1/2" MIN. INTO BOWL PAST CLAMPING RING

TAPER INSULATION TO DRAIN - SEE MANUFACTURER'S REQUIREMENTS FOR MAX SLOPE

EXISTING METAL DECK TO REMAIN

EXISTING 4 1/2" RIGID INSULATION

RUBBER EXPANSION COUPLING

ASPHALT SHINGLES ON #30 FELT OVER EXISTING PLYWOOD ROOF SHEATHING

EXISTING CURB AND SKYLIGHT

WATER AND ICE SHIELD MEMBRANE

PRE-FINISHED ALUMINUM APRON FLASHING

SHEET NUMBER:




PROFESSIONAL SEAL



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SHEET TITLE:

DESIGNED BY:

DRAWN BY:

CAD DWG FILE:

CHECKED BY:

REVISION:

DATE:

REVISION:

ISSUE DATE:

REVISION:DATE:

DATE:

SITE #

PROJECT #

ASSET #


H1908-01

7709

(8877709007), (8877709008)(8877709009), (8877709010)(8877709011), (8877709012)(8877709013)


A-201

ROOF DETAILS

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

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

SCALE : 1 1/2" = 1'-0"3 TYP. PIPE PENETRATION

SCALE : 1 1/2" = 1'-0"6 TYP. RIDGE VENT

SCALE : 1 1/2" = 1'-0"4 ROOF EAVE DETAIL

SCALE : 3" = 1'-0"7 SHINGLE TO PVC DETAILSCALE : 3" = 1'-0"8 NEW RETROFIT DRAIN & OVERFLOW ASSEMBLY DETAIL

SCALE : 3" = 1'-0"5 SKYLIGHT DETAIL

BONDING ADHESIVE

WATER BLOCK

ASPHALT SHINGLES OVER ICE & WATERSHIELD. CONTINUE ICE & WATER SHIELDUNDERLAYMENT OVER PVC MEMBRANE

HIGH TEMP BOOTREQUIRED ATCONCENTRIC VENTS(1 PER UNIT)

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06 NOVEMBER 2019

6 OF 6 SHEETS

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