performing arts center (pac) re-roofpurchasing.tamucc.edu/assets/bids/pac re-roof...sep 07, 2018...

GYPSUM BOARD

INSULATION, BATT

BOARD OR PANEL

ACOUSTIC TILE,

GLASS

PLYWOOD

C.M.U. CONCRETEBLOCK

CONCRETE CASTIN PLACE OR PRECAST

EARTH

CERAMIC TILE, QUARRY TILE

CARPET & PAD

OR RESILIENT FLOORING

(SHOW PROFILE ONLY)

WOOD FRAMING

INSULATION RIGID

INTERRUPTED MEMBER

WOOD FRAMING

THROUGH MEMBER

WOOD, FINISH

STEEL (OMIT INDIC-

ATION IN THIN MATERIAL)

MATERIAL INDICATIONS

LC

@

#

CENTER LINE

ANGLE

NUMBER

AT

WINDOW TYPE

DOOR TYPE GRID BUBBLE

ELEVATIONINTERIOR

VIEW REFERENCE

REVISION REVISION NUMBER

& AND

WINDOW NUMBER

DOOR SYMBOL

DOOR NUMBER

WINDOW SYMBOL

GRID SYMBOL

GRID NUMBER

4.

3.

2.

ALL WORK SHALL BE CONFINED TO THE DESIGNATED PROJECT LIMITS, COORDINATED WITH THE UNIVERSITY, AND ACHIEVED IN A MANOR THAT IS LEAST OBTRUSIVE TO ONGOING UNIVERSITY FUNCTION AND ACTIVITY.

THE INTENT OF THE DRAWINGS IS TO PRODUCE THE INTENDED RESULTS UNDER RECOGNIZED STANDARDS EVEN IF NOT SHOWN, BUT REASONABLY INFERABLE THEREFROM. THE CONTRACTOR SHALL CHECK ALL DRAWINGS FURNISHED TO HIM/HER UPON RECEIPT AND SHALL PROMPTLY NOTIFY THE ARCHITECTS OF ANY DISCREPANCIES. LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS, AND DETAILS TAKE PRECEDENT OVER ALL. THE CONTRACTOR SHALL COMPARE ALL DRAWINGS AND VERIFY THE DETAILS BEFORE LAYING OUT THE WORK AND IMMEDIATELY CALL TO THE ATTENTION OF THE ARCHITECT ANY ERRORS DISCREPANCIES OR QUESTIONS FOUND IN THE DOCUMENTS.

ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE, 2015 EDITION AS ADOPTED BY THE STATE.

GENERAL NOTES

1.

PERFORMING ARTS CENTER (PAC) RE-ROOF

ARCHITECTURAL SYMBOLS

?

? /? ?

VIEW IDENTIFICATION

SHEET WHERE VIEW IS DRAWN

?

A

A1.01

C

BD

ELEVATION IDENTIFICATION

SHEET WHERE ELEVATION IS DRAWN

PERFORMING ARTS CENTER (PAC)TEXAS A&M UNIVERSITY CORPUS CHRISTI

NORTH

ABBREVIATIONS NOTE: NOT ALL ABBREVIATIONS ARE NECESSARILY USED.

RECEPTACLE

J

CONN CONNECTION

CONSTRUCTION

CEMENT PLASTER

DOUBLE ACTING

COUNTERSUNK

DRINKING FOUNTAIN

DOOR OPENING

EXTERIOR FINISH SYSTEM

EXPANSION JOINT

EXTERIOR FINISH

ELECTRICAL PANEL

ELECTRIC WATER

FIRE EXTINGUISHER

FIRE HOSE CABINET

FACTORY FINISH

CABINET

FOLDINGFLDG.

F.E.

FDN.

F.E.C.

F.F.EL.

F.F.

FIN.

FL.

F.H.C.

ELEVATION

FINISH

FLOOR

FOUNDATION

FIRE EXTINGUISHER

FINISH FLOOR

E.W.C.

EXPO.

EXP.

EXT.

F.A.

F.D.

F

EXIST.

EXTERIOR

FIRE ALARM

FLOOR DRAIN

COOLER

EXPOSED

EXPANSION

EXISTING

E.J.

EL.

ELEC.

ELEV.

EMER.

ENCL.

E.P.

EQ.

EQUIPT.

ENCLOSURE

EQUAL

EQUIPMENT

ELEVATION

ELECTRICAL

ELEVATOR

EMERGENCY

DWR.

DWG.

DR.

E.

E

E.F.

EA.

E.F.S.

EAST

EACH

DRAWER

DRAWING

DOOR

D

D.A.

DBL.

DET.

D.F.

DEPT.

D.

DIA.

DIM.

DISP.

DN.

D.O.

DETAIL

DOWN

DIAMETER

DIMENSION

DISPENSER

DOUBLE

DEEP / DEPTH

DEPARTMENT

C.T. CERAMIC TILE

CENTERCTR.

CTSK.

CARPET

CONTRACTOR

CORRIDOR

CONTINUOUS

C.P.

CPT.

CORR.

CONTR.

CONSTR.

CONT.

O.D. OUTSIDE DIAMETER

PLYWD.

P.T.D.

PR.

PNL.

P-LAM.

PLAS.

PLBG.

PC.

P.

PL.

PLYWOOD

PAPER TOWEL

DISPENSER

PAIR

PANEL

PLASTER

PLUMBING

PLASTIC LAMINATE

PIECE

PAINT

PLATE

OVHD

P

O.H.

OPNG.

OPP.

O.F.O.I.

OFF.

O.F.C.I.

OPENING

OPPOSITE

OVERHANG

OVERHEAD

OWNER FURNISHED

CONTRACTOR

INSTALLED

OWNER FURNISHED

OWNER INSTALLED

OFFICE

WATER RESISTANT

WEIGHT

WELDED WIRE MESH

WR.

WT.

W.W.M.

WIDTH

WITH

WOOD

WINDOW

WITHOUT

WATERPROOF

WATER CLOSET

WATER HEATER

WHERE OCCURS

W.H.

WDW.

W/O

WP.

W.O.

W.

W

W/

W.C.

WD.

N.T.S.

OA.

O.C.

OBS.

O

N.I.C.

NOM.

NO. / #

NN.

NOT TO SCALE

OVERALL

OBSCURE

ON CENTER

NOT IN CONTRACT

NOMINAL

NUMBER

NORTH

MIN.

M.O.

MTG.

MTD.

MUL.

MISC.

MFR.

M.D.

MECH.

MINIMUM

MOUNTED

MOUNTING

MISCELLANEOUS

MASONRY OPENING

MULLION

MECHANICAL

MANUFACTURER

METAL DECK

TYPICALTYP.

UNFINISHED

UNLESS OTHERWISE

URINAL

VESTIBULE

VERTICAL

VINYL COMPOSITION TILE

NOTED

V.C.T.

V

VEST.

VERT.

UUNFIN.

U.O.N.

UR.

THICK

TOILET

THRESHOLD

TONGUE AND GROOVE

TACKBOARD

DISPENSER

TELEVISION

TOILET PAPER

TOILET PAPER HOLDER

T.P.D.

T.V.

T.P.H.

THR.

T&G

THK.

TKBD.

TOIL.

LAM. LAMINATE

MAT.

MAX.

M

LT

LAV.

L.F.

MATERIAL

MAXIMUM

LAVATORY

LINEAL FEET

LIGHT

LLAB.

KIT.

K

JT.

JST.

JAN.

KITCHEN

LABORATORY

JANITOR

JOINT

JOIST

SURROUNDSURR.

SYSTEM

SUSPENDED

SYMMETRICAL

TOWEL BAR

TEMPERED

TELEPHONE

TREAD

T

T.B.

TEMP.

TEL.

T.

SUSP.

SYM.

SYS.

SQUARE

STANDARD

SPECIFICATION

SERVICE SINK

STAINLESS STEEL

STEEL

STORAGE

STRUCTURAL

S.SK.

STD.

STRUCT.

STL.

STOR.

SQ.

SPEC.

SST.

AIR CONDITIONING

ACOUSTICAL

ARCHITECTURAL

ACCESS PANEL

UNIT

CONTROL JOINT

COLUMN

CLEAN OUT

COUNTER

CONCRETE

CONDITION

COL.

COND.

CONC.

CNTR.

C.O.

CEILING

CLEAR

CAULKING

CONCRETE MASONRY

CLR.

C.M.U.

CLG.

CLKG.

CCABINETCAB.

CEMENT

CERAMICCER.

C.J.

CEM.

ARCH.

B

BLDG.

BD.

BM.

BLKG.

BOT.

BLK.

BUILDING

BEAM

BOTTOM

BLOCK

BLOCKING

BOARD

ACOUST.

A/C

A.F.F.

AL.

A.P.

ANOD.

APPROX.

ALT.

ADJ.

ALTERNATE

ALUMINUM

APPROXIMATE

ANODIZED

ABOVE FINISH FLOOR

ADJUSTABLE

A.B.

AANCHOR BOLT

PARTITION

CONCRETE

PART.

H.V.A.C.

HEATING, VENTILATION

INSUL.

INT.

I.D.

INCL.

H.W.

I

INSULATION

INSIDE DIAMETER

INCLUSIVE OR

INCLUDED

INTERIOR

& AIR CONDITIONING

HOT WATER

HORIZ.

HR.

HDWR.

H.M.

HDWD.

H.C.

H.

GYP.

H

HARDWOOD

HARDWARE

HORIZONTAL

HOLLOW METAL

HOUR

GYPSUM

HOLLOW CORE

HEIGHT/HIGH

SECTION

SHOWER

SHEET

SIMILAR

SLOPE

SANITARY NAPKIN

SANITARY NAPKIN

DISPENSER

SL.

S.N.D.

S.N.R.

SECT.

SHT.

SHWR.

SIM.

SOUTH

DISPENSER

SCHEDULE

SINGLE ACTING

SOLID CORE

SEAT COVER

SOAP DISPENSER

S.C.

S.C.D.

S.D.

SCHED.

S.A.

SS.

GND.

GR.

GL.

GA.

GALV.

G.B.

GROUND

GRADE

GLASS

GALVANIZED

GRAB BAR

GAUGE

F.S.

G

FUT.

FT.

FTG.

FURR.

F.O.S.

FR.

FPRP.

F.O.M.

F.O.F.

FINISH SYSTEM

FOOTING

FUTURE

FURRING

FOOT (OR FEET)

FACE OF FINISH

FACE OF STUD

FACE OF MASONRY

FIREPROOF(ING)

FRAME

REFRIGERATOR

REQUIRED

RESILIENT

REVISED

ROOM

ROBE HOOK

ROUGH OPENING

OR REINFORCING

REINFORCED

R.H.

RESIL.

RM.

R.O.

REFR.

REINF.

REQD.

REV.

PAPER TOWEL

RECEPTACLE

RISER

RADIUS

REFERENCE

RAD.

REF.

R.

R

P.T.R.

FLUOR.

F.O.C.

FLUORESCENT

FACE OF

REFRIGERATOR

REQUIRED

RESILIENT

REVISED

ROOM

ROBE HOOK

ROUGH OPENING

OR REINFORCING

REINFORCED

R.H.

RESIL.

RM.

R.O.

REFR.

REINF.

REQD.

REV.

RISER

RADIUS

REFERENCE

RAD.

REF.

R.

R

MTL. METAL

01

SHORING & BRACING - THE CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING AND BRACING ROOFTOP EQUIPMENT, STAGED MATERIALS, AND ASSOCIATED WORK DURING THE COURSE OF CONSTRUCTION.

SHEET INDEX

ACT ACOUSTIC CEILING TILE

VICINITY MAP

1WALL/PARTITION TYPE

WALL TYPE NUMBER

WALL TYPE SYMBOL

DISCIPLINE

TEXAS A&M UNIVERSITY CORPUS CHRISTI

5. WORK SHALL BE STAGED TO FACILITATE "DRIED-IN" CONDITION AT THE COMPLETION OF EACH WORK DAY. LEAKS AND ASSOCIATED BUILDING OR INTERIOR DAMAGE CAUSED BY THE CONTRACTOR'S FAILURE TO DRY-IN THE BUILDING AT THE COMPLETION OF THE WORK DAY SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

DESIGN TEAM:

ARCHITECT:

CODE INFORMATION:

Project: PERFORMING ARTS CENTER RE-ROOF

Location: TEXAS A&M UNIVERSITY CORPUS CHRISTI

Applicable Regulatory Codes:

2018 International Code Council Suite 2010 DOJ ADAAG / TAS Accessibility Standards Texas Department of Insurance, Windstorm complianceFM Global Standards for CertificationOSHA Guidelines and Standards2018 NFPA 12018 NFPA 101SECO Compliance FAA Requirements

STRUCTURAL ENGINEER:freschFreeman Schroeder Architects418 Peoples Street, Suite 101Corpus Christi, Texas 78401361 - 500 - 3058

JQ Infrastructure15810 Park Ten Place, Suite 225Houston, Texas 77084832 - 941 - 5233

CONSTRUCTION DOCUMENTS

OWNER'S NORMAL FACILITY OPERATION AND ACTIVITY SCHEDULE SHALL REMAIN IN PLACE THROUGH THE DURATION OF THE PROJECT. CONTRACTOR SHALL INCORPORATE THE OWNER'S CONCERT, REHEARSAL, AND SCHEDULED CLASSES INTO THE CONSTRUCTION SCHEDULE TO INSURE POTENTIALLY DISRUPTIVE CONSTRUCTION ACTIVITIES ARE PERFORMED AT ALTERNATE TIMES.

6.

CONTRACTOR, SUB-CONTRACTORS, AND ALL WORKERS ON THE PROJECT SHALL ADHERE TO THE CONTRACTOR'S APPROVED SAFETY PROGRAM AND PROTOCOLS AT ALL TIMES. IT IS INCUMBENT UPON THE CONTRACTOR TO CONFIRM THAT THE CONTRACTOR'S SAFETY PROGRAM MEETS OR EXCEEDS ALL UNIVERSITY AND OSHA SAFETY REQUIREMENTS.

STRUCTURAL DESIGN CRITERIA:

7.

CONTRACTOR IS RESPONSIBLE FOR CONTAINING ALL DEMOLITION AND CONSTRUCTION RELATED DEBRIS WITHIN THE PROJECT LIMITS. WORK WILL BE STOPPED IF DEBRIS IS NOTED TO BE FALLING FROM THE ROOF IN AN UNCONTROLLED AND/OR UNSCHEDULED MANOR.

8.

CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF DEMOLITION AND COSTRUCTION WORK AND EQUIPMENT USAGE WITH THE NAVAL AIR STATION AND FOR CONFORMING TO NAS AND FAA REQUIREMENTS AND OBTAINING APPLICABLE PERMITS.

9.

ROOF FIELD

ROOF FIELD

10

' -

0"

10' - 0"

10' - 0"

10' -

0"

10' - 0"

10

' -

0"

10' - 0"

10

' -

0"

10' - 0"

10

' -

0"

3' - 0"

3' -

0"

3' -

0"

3' - 0"

3' - 0"ROOF PERIMETER 3'-0" WIDE STRIP

ROOF CORNER - TYP.

ROOF CORNER - TYP.

ROOF PERIMETER 3'-0" WIDE STRIP

ROOF CORNER -TYP.


CANOPY PERIMETER 10'-0" WIDE STRIP


LINE OF BUILDING EXTERIOR WALL BELOW

CANOPY FIELD CANOPY FIELD

CANOPY PERIMETER 10'-0" WIDE STRIP

LINE OF BUILDING EXTERIOR WALL BELOW

COPYRIGHT DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED OR NOT. THEY ARE NOT TO BE USED BY THE OWNER ON OTHER PROJECTS OR EXTENSIONS TO THE ORIGINAL PROJECT EXCEPT BY AGREEMENT WITH AND APPROPRIATE COMPENSATION TO THE ARCHITECT. TEXAS BOARD OF ARCHITECTURAL EXAMINERS, (512) 305-9000 / WWW.TBAE.STATE.TX.US, HAS JURISDICTION OVER INDIVIDUALS LICENSED UNDER THE ARCHITECTS REGISTRATION LAW. TEXAS CIVIL STATUTES, ARTICLE 249A.

REVISIONS:

DATE:

ww

w.f

rescharc

h.c

om

418 P

eople

s S

t, S

te.

101

Corp

us C

hristi,

TX

78418

(361)

960 -

3771

(

361)

500 -

3058

TIT

LE

SH

EE

T A

ND

GE

NE

RA

L N

OT

ES

PE

RF

OR

MIN

G A

RT

S C

EN

TE

R R

E-R

OO

F

TE

XA

S A

&M

UN

IVE

RS

ITY

CO

RP

US

CH

RIS

TI

G0.01

9/7/2018

9/7/2018

SHEET INDEX

SheetNumber Sheet Name

GENERAL

G0.01 TITLE SHEET AND GENERAL NOTES

ARCHITECTURE

A0.01 ROOF DEMOLITION PLAN

A1.01 ROOF PLAN

A3.01 DETAILS

A3.02 DETAILS

A3.03 DETAILS

0' 10' 20' 40'

1" = 20'-0"G0.01

A ROOF UPLIFT ZONE DIAGRAM

4"VTR

4"VTR

2"VTR

2"VTR

4"VTR

SLOPE DN.

SLOPE DN.

SLOPE DOWN 2"SLOPE DOWN 2"

SLOPE DOWN

SLOPE DN.

SLOPE DOWN

SLOPE DOWN

SLOPE DN.

SLOPE DOWN

SLOPE DN.

SLOPE DOWN

SLOPE DOWN

SLOPE DN.

SLOPE DOWN

SLOPE DOWN

SLOPE DOWN

SLOPE DOWN

SLOPE DOWN

SLOPE DOWN

TYP.

02-001 02-00202-002

02-002

02-002

02-002

02-003a

02-003a

02-003a

02-003a

02-003a

02-003a

02-003a

02-003b

02-004

02-004

02-004

02-004 02-004

02-004

02-004

02-005

02-005

02-005

02-006 02-004

02-008

02-009

02-009

02-009

02-00902-010

02-010

02-010 02-010

02-010

02-010

02-010

02-010

02-010

02-010

02-007

02-007

02-007

02-007

02-007 02-007

02-003b

02-003b

02-003a

CO

NC

RE

TE

R

OO

F D

EC

KM

ET

AL

RO

OF

DE

CK

FLAT

VALLEY

VALLEY

VA

LLE

Y

RIDGE

50'-11"

51'-5"

51'-5" 51'-5"

50'-0"

51'-5"

50'-0"

FLAT

50'-0"

50'-0"

50'-0"

50'-0"

51'-5"

51'-5"

APPROXIMATE CONFIGURATION OF EXISTING STRUCTURAL ROOF DECK SLOPES. AREAS OF EXISTING TAPERED INSULATION OVER THE STRUCTURAL ROOF DECK ACHIEVES THE EXISTING ROOF SLOPES DEPICTED IN THE ROOF DEMOLITION PLAN. SEE RECORD DRAWINGS FOR ADDITIONAL INFORMATION REGARDING EXISTING ROOF DECK SLOPES AND CONDITIONS.

02-001 APPROXIMATE AREA OF FASCIA DAMAGE - REMOVE DAMAGED PANELS AND PREP FOR REPAIR

APPROXIMATE AREA OF CORRODED FASCIA FASTENERS - REMOVE ALL CORRODED NON-SST. FASTENERS AND PREP FOR REPLACEMENT

REMOVE EXISTING MODIFIED BITUMEN ROOFING SYSTEM INCLUDING ROOF MEMBRANE, COVERBOARD, AND INSULATION DOWN TO CONCRETE ROOF DECK - WORK SHALL BE STAGED TO ENSURE DRY CONDITIONS / SEALED ENVOLOPE AT THE CONCLUSION OF EACH DAY OF WORK - TYPICAL

REMOVE EXISTING MODIFIED BITUMEN ROOFING SYSTEM INCLUDING ROOF MEMBRANE, COVERBOARD, AND INSULATION DOWN TO METAL ROOF DECK - WORK SHALL BE STAGED TO ENSURE DRY CONDITIONS / SEALED ENVOLOPE AT THE CONCLUSION OF EACH DAY OF WORK - TYPICAL

REMOVE EXISTING SHEET METAL EDGE METAL FLASHING INCLUDING CLEATS, FASTENERS, AND ASSOCIATED BLOCKING AS REQUIRED

REMOVE EXISTING SHEET METAL PARAPET CAP FLASHING INCLUDING SHIMS, CLEATS, FASTENERS, AND ASSOCIATED BLOCKING AS REQUIRED

REMOVING EXISTING EXPANSION JOINT ASSEMBLY INCLUDING FLASHINGS CURBS AND BLOCKING

REMOVE EXISTING STRAINER BASKET, CLAMP RING AND BOLTS. EVALUATE EXISTING DRAIN BODY AND REMOVE AS REQUIRED

REMOVE EXISTING ROOF HATCH AND ASSOCIATED FLASHINGS, CURBS, AND BLOCKING AS REQUIRED.

REMOVE EXISTING MECHANICAL EQUIPMENT INCLUDING GUY WIRES, ELECTRICAL CONDUIT, DISCONNECTS, FLASHINGS, CURBS, AND BLOCKING AS REQUIRED. STORE MECHANICAL EQUIPMENT AND ASSOCIATED COMPONENTS FOR REINSTALLATION

REMOVE EXISTING LIGHTNING PROTECTION SYSTEM AND ASSOCIATED COMPONENTS AND STORE FOR REINSTALLATION WHERE APPLICABLE

ROOF DEMOLITION PLAN KEY NOTES

02-002

02-003a

02-004

02-005

02-006

02-007

02-008

02-009

02-010

02-003b

NO

RT

H


REVISIONS:

DATE:

ww

w.f

rescharc

h.c

om

418 P

eople

s S

t, S

te.

101

Corp

us C

hristi,

TX

78418

(361)

960 -

3771

(

361)

500 -

3058

RO

OF

DE

MO

LIT

ION

PLA

N

PE

RF

OR

MIN

G A

RT

S C

EN

TE

R R

E-R

OO

F

TE

XA

S A

&M

UN

IVE

RS

ITY

CO

RP

US

CH

RIS

TI

A0.01

9/7/2018

9/7/2018

0' 4' 8' 16'

1/8" = 1'-0"A0.01

1 ROOF DEMOLITION PLAN

1). SEE GENERAL NOTES SHEET G0.01 FOR ADDITIONAL INFORMATION

2). SLOPES INDICATED ARE APPROXIMATE EXISTING ROOF SURFACE SLOPES. SLOPES ARE ACHIEVED BY THE USE OF TAPERED INSULATION OVER A SLOPED STRUCTURAL ROOF DECK. SEE 2/A1.01 FOR APPROXIMATE STRUCTURAL ROOF DECK SLOPES. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS.

3). ADDITIVE ALTERNATE No.1 AND ADDITIVE ALTERNATE No.2 INCLUDE ASSOCIATED DEMOLITION OF EXISTING METAL FASCIA PANEL AT THE FULL BUILDING PERIMETER - SEE SHEET A1.01 FOR ADDITIONAL INFORMATION.

1" = 30'-0"A0.01

A STRUCTURAL ROOF DECK SLOPE DIAGRAM

SHEET NOTES:

NOT TO SCALE

SLO

PE

DO

WN

SLO

PE

DO

WN

SLO

PE

DO

WN

SLO

PE

DO

WN

SLO

PE

DO

WN

SLO

PE

DO

WN

SLO

PE

DO

WN

SLO

PE

DO

WN

SLO

PE

DO

WN

SLO

PE

DO

WN

SLO

PE

DO

WN

SLO

PE

DO

WN

SLO

PE

DO

WN

SLO

PE

DO

WN

SLO

PE

DO

WN

SLO

PE

DO

WN SLO

PE

DO

WN

SLO

PE

DO

WN

SLO

PE

DO

WN

SLO

PE

DO

WN

SLO

PE

DO

WN

2

A3.01

2

A3.01

2

A3.01

1

A3.01

1

A3.01

1

A3.01

1

A3.01

1

A3.01

1

A3.01

1

A3.01

3

A3.01

3

A3.01

3

A3.01

3

A3.01

3

A3.01

3

A3.01

4

A3.01

5

A3.01

5

A3.01

5

A3.01

5

A3.01

SIM.

SIM.

SIM.

5

A3.01

8

A3.01TYP.

8

A3.01TYP.

8

A3.01 TYP.

8

A3.01SIM.TYP.

8

A3.01

8

A3.01

8

A3.01 TYP.

TYP.

TYP.

1

A3.02 SIM.TYP.

1

A3.02SIM.TYP.

1

A3.02SIM.TYP.

1

A3.02 SIM.TYP.

1

A3.02 SIM.TYP.

2

A3.02

2

A3.03

3

A3.03TYP.

3

A3.03 TYP.

3

A3.03TYP.

A3.03

1A3.03

1

07-001 07-00207-002

07-002

07-002

07-002

07-003a

07-003a

07-003a

07-003a

07-003a

07-003a

07-003a

07-003b

07-004

07-004

07-004

07-004 07-004

07-004

07-004

07-005

07-005

07-005

07-006 07-004

1

A3.01SIM.

07-011

07-008

07-011

07-011

07-011

07-009

07-009

07-009

07-00907-010

07-010

07-010 07-010

07-010

07-010

07-010

07-010

07-010

07-010

07-007

07-007

07-007

07-007

07-007

07-007

07-007

SLOPE VALLEY DOWN 2%




07-003b

07-003a

07-002

MECHANICAL VENT OR FAN WITH ASSOCIATED CURB

PIPE VENT OR PIPE SUPPORT WITH ASSOCIATED FLASHING

AREA OF TAPERED INSULATION TO ACHIEVE DESIRED SLOPE OR CRICKET

ROOF PLAN LEGEND

LIGHTNING PROTECTION SYSTEM COMPONENT

DRAIN SCUPPER / OVERFLOW SCUPPER

SLOPE ARROW (SLOPE DOWN AT 1/4" = 1'-0" MINIMUM)

ACCESS HATCH

APPROXIMATE AREA OF EXISTING FASCIA FASTENERS TO BE REPLACED

APPROXIMATE AREA OF DAMAGED FASCIA TO BE REPAIRED/REPLACED

07-001 APPROXIMATE AREA OF FASCIA DAMAGE - REPAIR FORMED METAL WALL PANEL FASCIA PER DETAIL 1/A3.01

APPROXIMATE AREA OF CORRODED FASCIA FASTENERS - REPLACE WHERE OCCUR PER DETAIL 1/A3.01

SBS MODIFIED BITUMEN ROOFING SYSTEM OVER EXISTING CONCRETE COMPOSITE ROOF DECK - SEE SPECIFICATION SECTION 07 5216.1.

SBS MODIFIED BITUMEN ROOFING SYSTEM OVER EXISTING METAL ROOF DECK - SEE SPECIFICATION SECTION 07 5216.2.

316L / No.3 FINISH SST. SHEET METAL EDGE METAL FLASHING FINISH - SEE DETAILS 1/A3.01, 2/A3.01, AND 7/A3.01 - TYPICAL

316L / No.3 FINISH SST. SHEET METAL PARAPET CAP FLASHING

EXPANSION JOINT / EXPANSION JOINT COVER

ROOF DRAIN CLAMP RING, BOLTS, AND SST. STRAINER BASKET. EVALUATE DRAIN BODY AND REPLACE AS REQUIRED.

ROOF HATCH OVER EXISTING OPENING - CONFIRM OPENING SIZE AND CONFIGURATION

REINSTALL EXISTING MECHANICAL EQUIPMENT INCLUDING GUY WIRES AND ELECTRICAL CONDUIT CONNECTIONS - TYPICAL - SEE DETAILS 1/A3.02 AND 3/A3.02

REINSTALL, TEST, AND RECERTIFY EXISTING LIGHTNING PROTECTION SYSTEM - REPLACE COMPONENTS AS REQUIRED - TYPICAL

AREA OF TAPERED INSULATION TO ACHIEVE INDICATED SLOPE

ROOF PLAN KEY NOTES

07-002

07-003a

07-004

07-005

07-006

07-007

07-008

07-009

07-010

07-011

07-003b

NO

RT

H


REVISIONS:

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A1.01

9/7/2018

9/7/2018

0' 4' 8' 16'

1/8" = 1'-0"A1.01

1 ROOF PLAN

ALTERNATES

ADDITIVE ALTERNATE No. 1: PROVIDE CONTINUOUS BUILDING PERIMETER DEBRIS BARRIER FOR DURATION OF PROJECT. CONTRACTOR TO PROPOSE, PROVIDE, AND INSTALL NETTING OR SIMILAR DEBRIS BARRIER SOLUTION TO BE NO LESS THAN 4'-0" HIGH AROUND THE FULL BUILDING PERIMETER. SOLUTION MUST INCLUDE STRATEGY FOR WORKING AROUND THE NETTING AND SUPPORTS AT PERIMETER CONDITIONS AND REMOVAL OF BARRIER ANDASSOCIATED SUPPORTS UPON COMPLETION OF THE PROJECT INCLUDING TOUCH-UP AND REPAIR OF ANY AFFECTED AREAS.

ADDITIVE ALTERNATE No. 2: REPLACE EXISTING ALUMINUM FASCIA PANELING IN PLANE WITH MISSING PANELING (REFER TO KEYNOTE 07-001) AROUND THE ENTIRE BUILDING PERIMETER WITH 316L/No.3 FINISH STAINLESS STEEL PANEL PER DETAIL 6/A3.01.

ADDITIVE ALTERNATE No. 3: REPLACE EXISTING ALUMINUM UPPER FASCIA/ SOFFIT TRIM PANEL AROUND THE ENTIRE BUILDING PERIMETER WITH 316L/No.3 FINISH STAINLESS STEEL PANEL PER DETAIL 6/A3.01.

TREATED BLOCKING AS REQUIRED

316L / No.3 FINISH SST. CONTINUOUS DRIP EDGE FLASHING AND CLEAT

SBS MODIFIED ROOFING SYSTEM

PROTECTION/COVER BOARD

RIGID INSULATION

REPLACE AREA OF TEXTURED ALUMINUM SHEET METAL AS INDICATED IN PLANS. MATCH EXISTING GAUGE, TEXTURE, AND FINISH

STAINLESS STEEL FASTENERS WITH STAINLESS STEEL NEOPRENE WASHERS. COORDINATE FASTENER LOCATION WITH STRUCTURAL MEMBERS - TYP.

NOTE: IN AREAS OF EXISTING FASCIA PANEL, REPLACE EXISTING CORRODED FASTENERS WITH STAINLESS STEEL FASTENERS WITH STAINLESS STEEL NEOPRENE WASHERS. SEE PLANS FOR LOCATION AND ADDITIONAL INFORMATION

SEE PLANS FOR LOCATION OF

FASCIA AND FASTENER REPAIR

EXISTING STRUCTURE

REPAIR EXISTING AIR BARRIER AS REQUIRED

EXISTING SHEATHING

EXISTING TEXTURED ALUMINUM SHEET METAL OVER EXISTING AIR BARRIER OVER EXISTING SHEATHING -TYPICAL

6"


316L / No.3 FINISH SST. CONTINUOUS DRIP EDGE FLASHING AND CLEAT



TAPERED RIGID INSULATION - SEE PLANS FOR CONFIGURATION

EXISTING STRUCTURE

EXISTING TEXTURED ALUMINUM SHEET METAL OVER EXISTING AIR BARRIER OVER EXISTING SHEATHING - TYPICAL



RIGID INSULATION

EXISTING ROOF DECK AND CONCRETE FILL

SBS MODIFIED FLASHING MEMBRANE

ROOFING SYSTEM COMPATIBLE SEALANT

PRIME FLANGE - TYPICAL

SST UMBRELLA FLASHING WITH SST DRAWBAND

SEALANT

EXISTING FIRE DEPARTMENT CONNECTION ASSEMBLY -VERIFY CONFIGURATION

SHEET METAL PIPE SLEEVE, SOLDER SEAMS

NEW STAINLESS STEEL STRAINER

FIELD VERIFY

VARIES

NEW MODIFIED SBS ROOFING SYSTEM -TYPICAL

PROTECTION / COVER BOARD AND RIGID INSULATION- TYP.

NEW CLAMP RING AND BOLTS

EXISTING ROOF DRAIN BODY

EXISTING METAL DECK AND CONCRETE TOPPING

EXISTING DRAIN LINE -VERIFY SIZE

REPLACE DRAIN BODY AS REQUIRED

LEAD SHEET FLASHING

SBS FLASHING MEMBRANE

PROVIDE UNIT PRICE:STAINLESS STEEL ROOF DRAIN REPLACEMTNE FLASHING INSERT; ZURN RD 2150 OR SIMILAR

PRIME FLANGE AND SET IN COMPATIBLE ROOF CEMENT




RIGID INSULATION





FLEXIBLE METAL PIPE BOOT WITH INTEGRAL FLANGE

EXISTING VENT STACK

TYP.

6"



RIGID INSULATION





FLEXIBLE METAL PIPE BOOT WITH INTEGRAL FLANGE

LIGHTNING PROTECTION SYSTEM CONDUCTOR AND FLASHING CAP

TYP.

6"

MIN.

6"


316L / No.3 FINISH SST. EDGE METAL FLASHING - TYPICAL

MINIMUM 6" WIDE COVER CAP AT JOINTS - SET IN SEALANT - TYPICAL

FLASHING JOINT

ADDITIVE ALTERNATE No. 2: REPLACE ALUMINUM FASCIA PANEL WITH 316L / No.3 FINISH STAINLESS STEEL FASICA PANEL AT ENTIRE BUILDING PERIMETER - FORMED TO MATCH EXISTING PROFILE.

STAINLESS STEEL FASTENERS WITH STAINLESS STEEL NEOPRENE WASHERS. COORDINATE FASTENER LOCATION WITH STRUCTURAL MEMBERS - TYP.

FLUID APPLIED TYVEK AIR BARRIER OR APPROVED EQUAL

EXISTING SHEATHING

SEE 1/A3.01 FOR ADDITIONAL NOTES

ADDITIVE ALTERNATE No. 3: REPLACE UPPER ALUMINUM FASCIA /SOFFIT PANEL WITH 316L / No.3 FINISH STAINLESS STEEL FASICA PANEL AT ENTIRE BUILDING PERIMETER


REVISIONS:

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A3.01

9/7/2018

9/7/2018

3" 6"0' 12"

3" = 1'-0"A3.01

1 ROOF EDGE CONDITION

3" 6"0' 12"

3" = 1'-0"A3.01

2 ROOF TAPERED EDGE CONDITION

3" 6"0' 12"

3" = 1'-0"A3.01

4 FIRE CONNECTION FLASHING

3" 6"0' 12"

3" = 1'-0"A3.01

3 ROOF DRAIN

3" 6"0' 12"

3" = 1'-0"A3.01

5 ROOF PIPE PENNETRATION - VTR

3" 6"0' 12"

3" = 1'-0"A3.01

8 LIGHTNING PROTECTION PENETRATION

3" 6"0' 12"

3" = 1'-0"A3.01

7 ROOF EDGE TYP. FLASHING JOINTS

NOTE: SIMILAR AT METAL DECK


NOTE: SIMILAR AT METAL DECK SEE A3.03 FOR TYPICAL DETAILS AT METAL DECK

3" 6"0' 12"

3" = 1'-0"A3.01

6 ROOF EDGE CONDITION ALTERNATES

SLAM LATCH WITH HASP

THERMALLY BROKEN COVER WITH EPDM GASKET

AUTOMATIC HOLDOPEN ARM

THERMALLY BROKEN CURB WITH CAP FLASHING

BLOCKING AS REQUIRED

8"

MIN

.

WHERE 3" OVERLAP IS NOT ACHIEVABLE WITH EXISTING EQUIPMENT, ADD 316L / No.3 FINISH SST. COUNTERFLASHING

316L / No3 FINISH SST. COUNTERFLASHING WHERE REQ.

EXISTING ROOFTOP EQUIPMENT (REMOVE AND RE-INSTALL). SIZE AND TYPE VARIES - FIELD VERIFY ALL

REMOVE AND REINSTALL EXISTING ROOFTOP EQUIPMENT CAP AND FLASHING ASSEMBLY -REPAIR OR REPLACE AS REQUIRED

CONTINUOUS SEALANT OR GASKET SEAL - TYPICAL


FIBER CANT STRIP


EXISTING ROOF DECK AND TOPPING

EXISTING STRUCTURE


RIGID INSULATION

8"

MIN

.

3"

MIN

.

3"

MIN

.

MIN

.

4"



RIGID INSULATION





EQUIPMENT GUY WIRE ANCHOR, CONDUIT PENETRATION, OR OTHER

6"

PROVIDE SST. UMBRELLA FLASHING WITH SST DRAW BAND AND SEALANT WHERE ASSEMBLY ALLOWS

NON-SHRINK GROUT

POURABLE SEALANT WITH SLOPED TOP

NOTE: UTILIZE ROOF PENETRATION POCKET DETAILS ONLY WHEN OTHER APPLICABLE DETAILS ARE NOT ACHIEVABLE


REVISIONS:

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A3.02

9/7/2018

9/7/2018

6" 12"0'

1 1/2" = 1'-0"A3.02

2 ROOF HATCH

3" 6"0' 12"

3" = 1'-0"A3.02

1 ROOF EQUIPMENT FLASHING


SEE A3.03 FOR TYPICAL DETAILS AT METAL DECK

3" 6"0' 12"

3" = 1'-0"A3.02

3 ROOF PENNETRATION


3"

3"

3"

1"

3" MIN.

3" MIN.

6"

2"

3" MIN.

6"

3"

3"

4" MIN.

DRAIN SUPPER / OVERFLOW SCUPPER DETAIL NOTES:

1). AXONOMETRIC DETAILS ARE DIAGRAMMATIC. FIELD VERIFY ALL CONDITIONS PRIOR TO THE PRODUCTION AND SUBMITTAL OF SHEET METAL SHOP DRAWINGS.

2). ALL SHEET METAL WORK TO BE 316S STAINLESS STEEL WITH No.2 FINISH.

3). ALL OVERLAPS SHOWN AND/OR DIMENSIONED ARE MINIMUMS.

4). SHEET METAL WORK TO CONFORM TO SMACNA GUIDELINES.

CUT INTO EXISTING GROUT JOINT TO ALLOW FLASHING INSERTION

EXISTING MASONRY WALL

DRAIN SCUPPER OVERFLOW SCUPPER


SALVAGE AND REUSE STAINLESS STEEL DOWNSPOUT OR REPLACE AS REQUIRED.

316L / No.3 FINISH STAINLESS STEEL CONDUCTOR HEAD - SHOP FABRICATED WITH ALL SEAMS WELDED.

EXISTING ROOF STRUCTURE AND ROOF DECK

MODIFIED SBS ROOFING SYSTEM

RIGID INSULATION AND COVERBOARD

316L / No.3 FINISH SST. FLASHING HOOD - SEAL ENDS

MODIFIED SBS ROOFING SYSTEM FLASHING MEMBRANE

CONTINUOUS SEALANT - TYPICAL

PROVIDE CONDUCTOR HEAD OVERFLOW

STRAP AS REQ. TO STRENGTHEN BOX ASSEMBLY

CUT CONDUCTOR HEAD BOX BACK TO ALLOW FOR FLASHING HOOD

316L / No.3 FINISH SST. SCUPPER AND TRIM ASSEMBLY

MODIFIED SBS ROOFING SYSTEM

RIGID INSULATION AND COVERBOARD

316L / No.3 FINISH SST. SCUPPER AND TRIM ASSEMBLY

MINERAL FIBER CANT

TREATED BLOCKING

EXISTING ROOF STRUCTURE

EXISTING ROOF DECK



MODIFIED SBS ROOFING SYSTEM FLASHING MEMBRANE

THERMAL BARRIER AND NAILBOARD

THERMAL BARRIER AND NAILBOARD


TREATED BLOCKING

SBS MODIFIED ROOFING SYSTEM OVER EXISTING METAL DECK


RIGID INSULATION

EXISTING STRUCTURE

EXPANSION JOINT ASSEMBLY AND CONTINUOUS COVER PLATE

6" MIN COVERPLATE AT JOINTS

FACTORY FABRICATE CORNERS

FIBER CANT STRIP

FACTORY FABRICATE END CAP

SBS MODIFIED ROOFING SYSTEM OVER EXISTING CONCRETE FILL DECK

THERMAL BARRIER

NAILBOARD


TREATED BLOCKING

FIBER CANT STRIP



RIGID INSULATION

6"4"

AT CORNERS

1' - 0" MIN. TYP.

MIN. TYP.

6"

PLAN VIEW

316L / No.3 FINISH SST. PARAPET CAP FLASHING AND CLEATS

FACTORY FABRICATED, WELDED CORNER

SEAM COVER IN FULL BED OF SEALANT - TYP.

EXISTING STRUCTURE


5/8" EXTERIOR GYPSUM SHEATHING

THERMAL BARRIER

NAILBOARD

FLASHING MEMBRANE


REVISIONS:

DATE:

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A3.03

9/7/2018

9/7/2018

3" = 1'-0"A3.03

1 ROOF SCUPPER DETAILS

3" 6"0' 12"

3" = 1'-0"A3.03

2 ROOF EXPANSION JOINT COVER

3" 6"0' 12"

3" = 1'-0"A3.03

3 ROOF PARAPET CAP FLASHINGN. T. S.

SEE A3.01 AND A3.02 FOR TYPICAL DETAILS AT CONCRETE DECK

performing arts center (pac) re-roofpurchasing.tamucc.edu/assets/bids/pac re-roof...sep 07, 2018...

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