roof renovation project aldine independent school … · school superintendent rose avalos aldine...

DR. WANDA BAMBERG

SCHOOL SUPERINTENDENT

ROSE AVALOS

ALDINE I.S.D. SCHOOL BOARD MEMBERS

59

10610

290

HARDY TOLL RD

.

45

288

610

45

10

Atascocita

rd.

610

90

59

PROJECT

LOCATION

ROOF RENOVATION PROJECT

LOCATION MAP

RICK OGDEN

ALDINE INDEPENDENT SCHOOL DISTRICT

BELTWAY 8

S

COVER SHEET

TAPER PLAN

SHEET NO.

12345 VICKERY LANE

DETAILS

CS1

TP1

SHEET NO 1 OF 8 SHEETS

DS2

OLESON ELEMENTARY SCHOOL

DR. VIOLA M. GARCIA

MERLIN GRIGGS SR.

STEVE MEAD

DR. ALTON SMITH

GUADELUPE MUNOZ

VICINITY MAP

INDEX OF DRAWINGS

BELTWAY 8

DETAILS DS1

DS3DETAILS

LOCATION

PROJECT

VICKERY LN

12345 VICKERY LANE

HOUSTON, TEXAS 77039


13010 EMMETT ROAD

BUILDING ENVELOPE

CONSULTANTS, LLC

CH

OOL

D I STRI C

H

E

EX C E L L

EN

C

T

OUSTON

TEXAS

APRIL, 2013

SCHOOL PRINCIPAL

HOUSTON, TEXAS

59

ALDINE MAIL RD

GLOGER

DETERM

INED DR

DEBENEY DR

OTLERBURY DR

FANTASY DR

BOREAS DR

MACNAUGHTON DR

DETAILS DS4

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ROOF PLAN RP1

ROOF DECK PLAN RDP1

BUILDING ENVELOPE CONSULTANTS, LLC

13010 EMMETT ROAD


DS213-0009


ALDINE I.S.D. - OLESON ELEMENTARY SCHOOL


14910 ALDINE WESTFIELD ROAD

DATE:

4/24/2013

CLIENT:

PROJECT:

NOT TO SCALE

SCALE:

12345 VICKERY LANE


DRAWN BY:

T.E.M.

REVISED:

PROJECT NUMBER:

APPROVED BY:

V.K.

D10

DS2EXHAUSTER/VENTILATORNOT TO SCALE

D12

DS2

CURBED A.C. UNITNOT TO SCALE

D6

DS2

HOODED VENTNOT TO SCALE

NEW 2-PLY STRIP-IN.

NEW .060 STAINLESS STEEL

GALV. VENT AND BASE TO

REPLACE EXISTING (SIZE AND STYLE TO MATCH EXISTING), NAIL 5-PER SIDE STAGGERED.

NOTE:

INSTALL HEAT RESISTANT INSULATION

AROUND HEATER STACKS.

HOODED VENT

TURBINE VENT

NEW EDGE SEALANT

NEW 3-PLY FIBERGLASS FELT

AND ASPHALT BUILT-UP ROOF.

NEW 1/2" GYPSUM FIBER BOARD SET IN ASPHALT.

NEW 2" POLYISOCYANURATE

INSULATION MECHANICALLY

FASTEN PER FM REQUIREMENTS.

NEW 2-LAYERS 2X6 TREATED WOOD NAILERS,

BOTTOM NAILER MECH. FASTEN 2'-0" O.C., TOP NAILER NAIL 6" O.C. STAGGERED.

NEW 22 GA. GALV. METAL DECKING,

ATTACH PER FM REQUIREMENTS.

NEW TREATED WOOD CANT, NAIL 6" O.C., STAGGERED.

NEW ANGLE TERMINATION BAR.

NEW NEOPRENE EXPANSION JOINT COVER WITH 24 GA.

PRE-FINISHED FLANGES, SCREW FASTEN 12" O.C.

NEW FIBERGLASS BATT INSULATION

SET IN A POLYETHYLENE SLING,

NAIL 12" O.C.

NEW ELASTOMERIC UNDERLAYMENT.


AND ASPHALT BASE FLASHING.



EXISTING LIGHTWEIGHT CONCRETE FILL OVER METAL

DECK.

NEW 2X6 TREATED WOOD NAILER

MECH. FASTEN BOTTOM 2'-0" O.C.

PLASTIC CEMENT AND NAIL 3-PER SIDE

STAGGERED.

NEW 2 1/2 LB. LEAD FLASHING, SET IN

NEW ANGLE TERMINATION BAR, NAIL

NEW 2X10 TREATED WOOD BLOCKING, NAIL

EXISTING EXHAUSTER, LIFT, RESET AND

NEW 24 GA. PRE-FINISHED COUNTERFLASHING,

SCREW FASTEN 12" O.C. (USE NEOPREN

NEW WOOD CANT, NAIL 6" O.C. STAGGERED

WASHERS)

VENTILATOR

6" O.C.

3" O.C.

RESECURE.

EXISTING LIGHTWEIGHT CONCRETE FILL

OVER METAL DECK

NEW VENTING BASE SHEET, MECH. ATTACH.

NEW 2X6 TREATED WOOD NAILER,

MECH. FASTEN 2'-0" O.C.

NEW EDGE SEALANT

NEW 2-PLY STRIP-IN

NEW 3-PLY BUILT-UP ROOF

NEW PLYWOOD NAILER(S) TO MATCH INSULATION THICKNESS, NAIL 6" O.C. STAGGERED.

EXISTING LIGHTWEIGHT CONCRETE FILL

OVER METAL DECK

NEW PLYWOOD NAILER(S) TO MATCH INSULATION

THICKNESS, NAIL 6" O.C. STAGGERED.


NEW 3-PLY FIBERGLASS

FELT AND ASPHALT

BUILT-UP ROOF.

NEW 2X6 TREATED WOOD

NAILER(S), MECH. FASTEN 2'-0" O.C.

D7

DS2

PIPE SUPPORTNOT TO SCALE

VERIFY

VER

IFY

4" TYP.

ADDITIONAL HANGERS MAY BE

REQUIRED, CONTRACTOR TO VERIFY.

NEW PROTECTION PADS

ROLLER HANGER FOR

USE WITH GAS AND

OTHER BARE PIPES.

BAND HANGER FOR USE

WITH HVAC AND OTHER

INSULATED PIPES.

CLEVIS HANGER FOR

USE WITH HVAC AND

OTHER INSULATED PIPES.

NEW PRE-MANUFACTURED

PIPE SUPPORT 10'-0" O.C.

MAX.

NOTE:

NUMBER AND LOCATION OF SUPPORTS

REQUIRED TO BE DETERMINED BY

MANUFACTURER.

D8

DS2

METAL EDGE AT GUTTERNOT TO SCALE

D9

DS2

PLUMBING VENTNOT TO SCALE

NEW 1" POLYISOCYANURATE INSULATION, MECH-FASTEN PER FM REQUIREMENTS


D11

DS2

NEW EXPANSION JOINTNOT TO SCALE


NEW VENTING BASE SHEET, MECH. ATTACH


EXPANSION JOINT AT METAL EDGE

TAPER EXPANSION JOINT DOWN TO

METAL EDGE 4'-0" FROM PERIMETER

NEW 3/4" PLYWOOD, MECH. FASTEN TOP AND BOTTOM 12" O.C., STAGGERED.

EXISTING MECHANICAL EQUIPMENT, LIFT RESET AND

RESECURE AS REQUIRED FOR NEW ROOF

INSTALLATION.

NEW 24 GA. PRE-FINISHED COUNTERFLASHING,

SCREW FASTEN 12" O.C.

NEW TERMINATION BAR, FASTEN 6" O.C. AND SEAL WITH 3-COURSE OF FABRIC AND MASTIC.

NEW 22 GA. WIND CLIP, SECURE BEHIND TERMINATION BAR PRIOR TO 3-COURSING

NEW FIBEROUS CANT, SET IN ASPHALT.

NEW 2-PLY FIBERGLASS FELT AND ASPHALT BASE FLASHING.



NEW 2X6 WOOD NAILER.

NAIL 6" O.C., STAGGERED.



NEW 22 GA. GALV. METAL DECKING,

ATTACH PER REQUIREMENTS.

NEW 2" POLYISOCYANURATE INSULATION

MECHANICALLY FASTEN PER FM REQUIREMENTS.


NEW 22 GA. GALV. METAL

DECKING, ATTACH PER FM

REQUIREMENTS.

NEW FIRE-RATED MODIFIED

BITUMEN CAP SHEET WITH A

FACTORY APPLIED COOL ROOF

COATING.

NEW 1

8" P.L.F. TAPERED

POLYISOCYANURATE INSULATION

SYSTEM SET IN HOT ASPHALT.


BITUMEN CAP SHEET WITH A

FACTORY APPLIED COOL ROOF

COATING.

NOTE: DETAIL SHALL BE CONSIDERED SIMILAR

FOR DIFFERENT LOCATIONS OF VARYING ROOF

SYSTEM CONSTRUCTION. CONTRACTOR SHALL

ADJUST OR MODIFY SHEET METAL, WOOD

NAILERS, DECKING INSULATION OR FLASHINGS

AS REQUIRED TO ACCOMODATE VARYING

LOCATIONS.


NEW 1

8" P.L.F. TAPERED POLYISOCYANURATE

INSULATION SYSTEM SET IN HOT ASPHALT.







LOCATIONS.







LOCATIONS.

NEW FIRE-RATED MODIFIED BITUMEN BASE FLASHING WITH

A FACTORY APPLIED COOL ROOF COATING.

NEW 1

2" GYPSUM FIBER BOARD SET IN ASPHALT.

NEW FIRE-RATED MODIFIED BITUMEN CAP SHEET

WITH A FACTORY APPLIED COOL ROOF COATING.

NEW 1

8" P.L.F. TAPERED



NEW 1

8" P.L.F. TAPERED



NEW 1

2" GYPSUM FIBER BOARD SET IN ASPHALT.



NEW FIRE-RATED MODIFIED BITUMEN BASE FLASHING WITH








LOCATIONS.

NEW FIRE-RATED MODIFIED BITUMEN

CAP SHEET WITH A FACTORY APPLIED

COOL ROOF COATING.

NEW FIRE-RATED MODIFIED BITUMEN BASE

FLASHING WITH A FACTORY APPLIED COOL

ROOF COATING.

NEW 1

8" P.L.F. TAPERED

POLYISOCYANURATE

INSULATION SYSTEM SET

IN HOT ASPHALT.







LOCATIONS.

NEW 1

8" P.L.F. TAPERED



NEW 1

2" GYPSUM FIBER

BOARD SET IN ASPHALT.

NOTE: ACTUAL INSULATION DEPTH NOT SHOWN

ON DRAWING TO INCLUDE TAPERED INSULATION

AND CRICKETS.

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NEW 24 GA. PRE-FINISHED METAL

CLOSURE, SCREW FASTEN 12" O.C.

NEW VENTING BASE SHEET, MECHANICALLY

FASTENED PER FM REQUIREMENTS.

EXISTING WOOD BLOCKING.

EXISTING LIGHTWEIGHT CONCRETE

FILL OVER METAL DECK.


BITUMEN CAP SHEET.



NOTE: SEE DETAIL D16/DS3 FOR TYPICAL GUTTER NOTES.





NAILERS, INSULATION OR FLASHINGS AS

REQUIRED TO ACCOMODATE VARYING

LOCATIONS.

NEW CONCRETE SPLASHBLOCK



NEW 24 GA. PRE-FINISHED DOWNSPOUT, SECURE TO WALL WITH 3-STRAPS PER

DOWNSPOUT.

NEW 1/8" X 1" STEEL GUTTER HANGER, SCREW FASTEN 2-PER HANGER. HANGER TO BE PRIMED AND

COATED WITH 2-COATS OF PAINT.

NEW 24 GA. PRE-FINISHED DOWNSPOUT

NECK, POP-RIVET AND SEAL


STRAP, MECH. FASTEN TO WALL AND DOWNSPOUT ON EACH SIDE.

NEW

SEALANT.


NEW 24 GA. PRE-FINISHED GUTTER

STRAP, POP-RIVETED.

NEW 24 GA. PRE-FINISHED METAL EDGE,

NAIL 3" O.C. STAGGERED.

NEW ELASTOMERIC UNDERLAYMENT

SET IN A FULL BED OF MASTIC.

NEW EDGE SEALANT.

NEW 2X TREATED WOOD NAILER(S), MECH. FASTEN 2'-0" O.C.

NEW 24 GA. GUTTER, SECURE 6" O.C. THROUGH PRE-DRILLED

OVERSIZED HOLE.

NEW 2-PLY STRIP-IN.NEW 1/2" GYPSUM FIBER BOARD, SET IN ASPHALT.

NEW 1" POLYISOCYANURATE INSULATION, MECH. FASTEN PER FM REQUIREMENTS.



13010 EMMETT ROAD


DS313-0009





DATE:

4/24/2013

CLIENT:

PROJECT:

NOT TO SCALE

SCALE:

12345 VICKERY LANE


DRAWN BY:

T.E.M.

REVISED:

PROJECT NUMBER:

APPROVED BY:

V.K.

D14

DS3

METAL EDGE & GUTTERNOT TO SCALE

D13

DS3

RISEWALL FLASHING AND GUTTERNOT TO SCALE

D16

DS3

MISCELLANEOUS GUTTER DETAILSNOT TO SCALE







LOCATIONS.



NEW 22 GA. GALV. METAL DECKING, ATTACH AS SPECIFIED

NEW 3/4" PLYWOOD, MECH. FASTEN TOP AND BOTTOM

12" O.C., STAGGERED.

NEW 24 GA. PRE-FINISHED

COUNTERFLASHING/RECEIVER, SCREW FASTEN 12" O.C.

NEW PRE-FORMED FOAM

CLOSURE STRIP.

EXISTING MASONRY WALL

NOTE: CONTRACTOR TO PROVIDE CLOSURES

AT ALL END TERMINATIONS AND CORNERS.

WALL PANEL CLOSURES

NEW SEALANT.


METAL WALL PANEL, SCREW FASTEN PER SPECIFICATIONS.


METAL CLOSURE, SCREW

FASTEN 12" O.C. NEW 18 GA. STEEL OPEN HAT

SECTION (MAXIMUM SPACING 30" O.C.), MECH. FASTEN 2'-0" O.C. TOP AND BOTTOM.




REPLACE ALL NON-TREATED AND

DETERIORATED UNITS, RESECURE

AS REQUIRED.

NEW 2-PLY STRIP-IN.



NEW 2-PLY STRIP-IN.




NEW MODIFIED BITUMEN BASE

FLASHING.

NEW FIBEROUS CANT, SET IN ASPHALT.

NEW 22 GA. WIND CLIP, SECURE BEHIND TERMINATION BAR PRIOR TO 3-COURSING




NEW EDGE SEALANT






GUTTER STRAP, POP-RIVETED.

NEW 1/8" X 1" STEEL GUTTER HANGER, SCREW FASTEN 2-PER HANGER. HANGER TO BE

PRIMED AND COATED WITH

2-COATS OF PAINT.


DOWNSPOUT NECK, POP-RIVET AND SEAL


DOWNSPOUT STRAP, MECH. FASTEN TO WALL AND

DOWNSPOUT ON EACH SIDE.


METAL WALL PANEL, SCREW FASTEN PER SPECIFICATIONS.

NEW TERMINATION BAR, FASTEN 6" O.C. AND SEAL WITH 3-COURSE

OF FABRIC AND MASTIC.


COUNTERFLASHING, SCREW

FASTEN 12" O.C.


DOWNSPOUT, SECURE TO WALL WITH 3-STRAPS PER DOWNSPOUT.

NEW 24 GA. GUTTER, SECURE

6" O.C. THROUGH PRE-DRILLED

OVERSIZED HOLE.



OVERSIZED HOLE.


STRAP, MECH. FASTEN TO WALL AND DOWNSPOUT ON EACH SIDE.






DOWNSPOUT.


NEW EDGE SEALANT






STRAP, POP-RIVETED.



NEW

SEALANT.










LOCATIONS.


EXISTING LIGHTWEIGHT CONCRETE

FILL OVER METAL DECK.

NEW VENTING BASE SHEET, MECHANICALLY

FASTENED PER FM REQUIREMENTS.








DOWNSPOUT.





NEW

SEALANT.

NEW EDGE SEALANT



STRAP, POP-RIVETED.






OVERSIZED HOLE.

NEW 2-PLY STRIP-IN.

D15

DS3

METAL EDGE & GUTTER @ OVERHANGNOT TO SCALE

ELEVATION

NEW GUTTER

NEW

DOWNSPOUT

NEW

DOWNSPOUT

STRAPS

NEW CONCRETE

SPLASHBLOCK

CONCRETE SPLASHBLOCK

GUTTER STRAP @ WINDOW MULLION

GUTTER STRAP

DOWNSPOUT STRAP @ MASONRY/STUCCO

GUTTERDOWNSPOUT

6" 1"

8"

1"

1"

5"

6"

12"

VERIFY

6.25"

1"

1"

3/4"

18" MIN.

12" MIN.

4"

6.25"VERIFY

1.5"

1.5"

DOWNSPOUT NECK ON GROUND LEVEL












LOCATIONS.


NOTE: PROVIDE NEW PRE-FINISH METAL

FLASHINGS AT PENETRATIONS THRU WALL.

SEAL PENETRATION AND FLASHING.

NEW 2X6 WOOD NAILER(S). NAIL 6" O.C., STAGGERED. ADD ADDITIONAL NAILERS AS

REQUIRED TO MATCH

INSULATION THICKNESS.

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NEW 1

8" P.L.F. TAPERED





FASTEN PER FM REQUIREMENTS.



NEW 1

8" P.L.F. TAPERED POLYISOCYANURATE

INSULATION SYSTEM SET IN HOT ASPHALT.


NEW 1

2" SECUROCK SEPARATOR

BOARD, SET IN HOT ASPHALT.


NEW 22 GA.

METAL DECK



NEW FIRE-RATED MODIFIED BITUMEN CAP SHEET WITH


NEW 1

8" P.L.F. TAPERED

POLYISOCYANURATE

INSULATION SYSTEM SET

IN HOT ASPHALT.

NEW FIRE-RATED MODIFIED BITUMEN CAP

SHEET WITH A FACTORY APPLIED COOL

ROOF COATING.

NEW 1/2" GYPSUM FIBER BOARD SET IN ASPHALT



FASTEN PER FM REQUIREMENTS.NEW 1

8" P.L.F. TAPERED



ALTERNATE FLASHING AT METAL EDGE


COUNTERFLASHING


13010 EMMETT ROAD


DS413-0009





DATE:

4/24/2013

CLIENT:

PROJECT:

NOT TO SCALE

SCALE:

12345 VICKERY LANE


DRAWN BY:

T.E.M.

REVISED:

PROJECT NUMBER:

APPROVED BY:

V.K.



NEW 2X6 TREATED WOOD NAILER

MECH. FASTEN BOTTOM 2'-0" O.C.

EXISTING LIGHTWEIGHT CONCRETE FILL OVER METAL

DECK.



NEW GRANULE SURFACED SBS

MODIFIED BITUMEN BASE FLASHING.



NEW NEOPRENE EXPANSION JOINT COVER WITH 24 GA.

PRE-FINISHED FLANGES, SCREW FASTEN 12" O.C.

NEW ANGLE TERMINATION BAR.

NEW 1/2" GYPSUM FIBER BOARD SET IN ASPHALT


NEW 22 GA. GALV. METAL

DECKING, ATTACH PER FM

REQUIREMENTS.

D17

DS4

NEW EXPANSION JOINT @ N.I.C. AREANOT TO SCALE

EXPANSION JOINT AT METAL EDGE

NEW ELASTOMERIC UNDERLAYMENT.

NEW FIBERGLASS BATT INSULATION SET IN A

POLYETHYLENE SLING, NAIL 12" O.C.

NEW TREATED WOOD CANT, NAIL 6" O.C., STAGGERED.

TAPER EXPANSION JOINT DOWN TO

METAL EDGE 4'-0" FROM PERIMETER

NOTE: CONTRACTOR SHALL TRIM NEW WOOD

BLOCKING TO MAINTAIN SAME ELEVATION ON

BOTH SIDES AS NEEDED.

NEW 1/4" P.L.F. TAPERED PERLITE INSULATION SYSTEM SET IN ASPHALT.

4'-0"2'-0"

EXISTING GRAVEL SURFACE B.U.R., SPUD

BACK, PRIME, INSTALL NEW EXPANSION JOINT AND ROOFING MATERIAL AND REGRAVEL.

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NEW FIRE-RATED MODIFIED BITUMEN BASE FLASHING


NEW FIRE-RATED MODIFIED BITUMEN BASE

FLASHING WITH A FACTORY APPLIED COOL

ROOF COATING.

NEW 2-PLY FIBERGLASS FELT AND

ASPHALT BASE FLASHING.





NEW 2X6 TREATED WOOD

NAILERS, MECH. FASTEN

BOTTOM 2'-0" O.C. AND NAIL

TOP LAYERS 6" O.C.

STAGGERED. ADD PLYWOOD

NAILERS TO MATCH INSULATION

THICKNESS.

NEW 1

8" P.L.F. TAPERED



D18

DS4

DUCT SUPPORTNOT TO SCALE

NOTE:

NUMBER AND LOCATION OF SUPPORTS REQUIRED

TO BE DETERMINED BY MANUFACTURER. ADHERE

SUPPORTS TO WALKPADS WITH MANUFACTURER'S

APPROVED ADHESIVE.

NEW GALVANIZED STEEL TUBE

FRAME DUCT SUPPORT.

NEW MODIFIED BITUMEN

PROTECTION PAD

4"

NEW 18" X 18" MOLDED

PLASTIC BASE

EXISTING DUCT, LIFT, RESET, RESECURE AND SEAL ALL

OPEN JOINTS.






12345 VICKERY LANE

PROJECT:

SCALE:

CLIENT:

DATE:

1/16" = 1'-0" APPROX.

4/24/2013

DRAWN BY:

13-0009

T.E.M.

APPROVED BY:

REVISED:

PROJECT NUMBER:

RP1

V.K.

NORTH HOUSTON, TEXAS 77041

13010 EMMETT ROAD


A B C

F

JK K

H

I

I

G

F

E

E

E

E

E

E

E

EXPANSION/CONTROL JOINT

DUCT PENETRATION

PARAPET

MECHANICAL

ON SUPPORTS

ROOF DRAIN

PITCH PANS

EXHAUST FAN

SYMBOL LEGEND

(ON CURBS)

HOODED VENT

HOODED VENT

PLUMBING VENT

(SOIL STACK)

HOODED VENT

(HOT)

VENTILATOR

G

G

G

G

E

E

E

E

E

E

E

E

G G

E

G

E E

E

G

E

E

E

E

M

OPEN TO BELOW

OPEN TO BELOW

E

E

E

E

E

XX

E

G

BOX

TURBINE VENT

AREA DESIGNATION

ELECTRICAL LINE

GAS LINE

PIPE PENETRATION

76'-0" 79'-0" 79'-0"

327'-6"

149'-0"63'-6"

195'-0"

54'-9"

83'-6"

20'-0"

60'-3"

81'-0"

OLESON ELEMENTARY SCHOOL - ROOF PLAN

SCALE: 1

16" = 1'-0"

D

U U

UU

U

U

U U

U

U

UU U U

UU

UU

N.I.C.

N.I.C.

N.I.C.

N.I.C.

K

L

EQUIPMENT

MECHANICAL

EQUIPMENT

UTILITY LINE

NOT IN CONTRACT

DOWNSPOUT

GUTTER

U

GENERAL NOTES

ROOF AREAS D, E, F, G, H, I AND L

PROJECT PLANS AND DETAILS ARE PROVIDED FOR

BIDDING PURPOSES AND ARE NOT REPRESENTATIVE

OF EXACT EXISTING CONDITIONS. BIDDERS SHALL

FIELD VERIFY ALL EXISTING CONDITIONS AS A

CONDITION OF BID SUBMISSION.

DETAILS ARE BALLOONED AT REPRESENTATIVE

LOCATIONS ON THE PLANS. BIDDERS SHALL

CONSIDER SIMILAR LOCATIONS AND CONDITIONS TO

BE TREATED THE SAME.

CONTRACTOR SHALL PERFORM THE SCOPE OF

WORK AS PART OF THE BASE BID WHICH

INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING:

1)

2)

3)

REMOVE THE EXISTING ROOF SYSTEM DOWN

TO THE EXISTING LIGHTWEIGHT CONCRETE

FILL OVER STEEL DECK AND PROPERLY

DISPOSE OF AS REQUIRED.

A.

INSTALL NEW ROOF SYSTEM IN ACCORDANCE

WITH WITH THE PROJECT MANUAL.

CONTRACTOR SHALL RAISE OR LOWER ALL

EQUIPMENT, UTILITY LINES, PENETRATIONS, ETC.,

AS REQUIRED TO INSTALL THE NEW ROOF

SYSTEM.

PAINT ALL ROOF TOP EQUIPMENT AND

PENETRATIONS WITH ALUMINUM COATING.

D.

C.

B.

E.

NEW ROOF CONSTRUCTION INFORMATION IS PROVIDED

BELOW:5)

INSTALL A NEW 22 GA. GALV. STEEL DECK FOLLOWED

BY A SINGLE-LAYER OF MECHANICALLY FASTENED 2"

POLYISOCYANURATE INSULATION, THEN A 1/8" P.L.F. TAPERED POLYISOCYANURATE INSULATION SYSTEM SET

IN HOT ASPHALT THEN A TOP LAYER OF 1/2" GYPSUM FIBER BOARD IN HOT ASPHALT AND THEN A 3-PLY

FIBERGLASS FELT AND ASPHALT BUILT-UP ROOF WITH

A CLASS "A" FIRE-RATED ELASTOMERIC COATED CAP

SHEET.

ROOF AREAS D, F, G AND I

ON AREAS D, G AND I REMOVE THE EXISTING LIGHTWEIGHT CONCRETE FILL AND

STEEL DECKING DOWN TO THE EXISTING

STEEL STRUCTURE AND PROPERLY DISPOSE

OF AS REQUIRED.

EXISTING ROOF CONSTRUCTION INFORMATION

IS PROVIDED BELOW:

ROOF AREAS D, E, F, H AND I

EXISTING METAL DECK AND LIGHTWEIGHT

CONCRETE FILL, 1" OF INSULATION AND A MULTI-PLY ASPHALT B.U.R. WITH GRAVEL

SURFACING.

4)

INSTALL A NEW VENTING BASE SHEET FOLLOWED BY A

SINGLE-LAYER OF MECHANICALLY FASTENED 1"

POLYISOCYANURATE INSULATION, THEN A 1/8" P.L.F. TAPERED POLYISOCYANURATE INSULATION SYSTEM SET

IN HOT ASPHALT, THEN A SINGLE-LAYER OF 1/2" GYPSUM FIBER BOARD AND CRICKETS IN HOT ASPHALT, THEN A 3-PLY FIBERGLASS FELT AND ASPHALT

BUILT-UP ROOF WITH A CLASS "A" FIRE-RATED

ELASTOMERIC COATED CAP SHEET.

ROOF AREAS E, H AND L

CONTRACTOR SHALL ATTACH NEW METAL DECKING AS

SPECIFIED AND INDICATED ON THE DRAWINGS. ALL

ATTACHMENT SHALL BE IN COMPLIANCE WITH FM

REQUIREMENTS.

7)

CONTRACTOR SHALL MECHANICALLY FASTEN THE BASE

LAYER OF INSULATION AS SPECIFIED AND INDICATED

ON THE DRAWINGS. ALL ATTACHMENT SHALL BE IN

COMPLIANCE WITH FM REQUIREMENTS.

8)

CONTRACTOR SHALL REMOVE ALL

ABANDONED PENETRATIONS.

F.

CONTRACTOR SHALL USE ONLY THOSE SETUP AREAS

AS SHOWN ON THE PLANS OR AS APPROVED BY

THE OWNER.

9)

CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL SAFETY REGULATIONS AND WILL

PROVIDE AND PAY FOR ALL LICENSES, PERMITS,

ETC., AS REQUIRED.

10)

ROOF AREAS J, K, M AND N ARE NOT INCLUDED IN THE CONTRACT WITH THE

EXCEPTIONS OF TIE-INS AT NEW EXPANSION

JOINTS.

G.

EXISTING METAL DECK AND LIGHTWEIGHT

CONCRETE FILL AND A MULTI-PLY ASPHALT

B.U.R. WITH GRAVEL SURFACING.

ROOF AREA G

CONTRACTOR SHALL COMPLY WITH ALL ALDINE I.S.D.

SAFETY RULES AND CONTRACT REQUIREMENTS.11)

CONTRACTOR SHALL SUPPLY A TWENTY-YEAR

NO-DOLLAR-LIMIT (NDL) WARRANTY FROM THE ROOFING MATERIAL MANUFACTURER AND A FIVE YEAR

CONTRACTORS STANDARD WARRANTY.

12)

CONTRACTOR SHALL SUPPLY ALL INTERIOR

PROTECTION AND CLEAN UP (AS SPECIFIED) IN AREAS TO RECIEVE NEW METAL DECKING.

6)

D14

DS3

D11

DS2

D18

DS4

D15

DS3

D15

DS3

D15

DS3

D17

DS4

D17

DS4

D15

DS3

D12

DS2

D8

DS2

D15

DS3

D14

DS3

D15

DS3

D14

DS3

D14

DS3

D14

DS3

D14

DS3

D14

DS3

D4

DS1

D13

DS3

D13

DS3

D12

DS2

D11

DS2

D4

DS1

D4

DS1

D10

DS2

D3

DS1

D7

DS2

D9

DS2

D6

DS2

D14

DS3

INSTALL NEW EXPANSION JOINT BETWEEN

AREAS "A" & "D", "B" & "F", "E" & "F",

"H" & "I", "I" & "L", AND "C" & "I".

K.

INSTALL NEW EXPANSION JOINT BETWEEN

AREAS "L" & "I".

M.

TIE-IN NEW GUTTER AND DOWNSPOUT

SYSTEM ON ALL NOT IN CONTRACT AREAS

L.

N.I.C.

TYP

ICAL

TIE-

IN

TYPICAL

TIE-IN

4'-0"

CONTRACTOR SHALL REMOVE ALL ROOF

DRAINS AND CAP ALL DRAIN LINES BELOW

THE DECK.

H.

CONTRACTOR SHALL INSTALL NEW PIPE

SUPPORTS AND UTILITY LINE SUPPORTS PER

DETAIL DRAWINGS AND AS SPECIFIED.

I.

INSTALL NEW METAL WALL PANEL SYSTEM

FROM AREAS G TO F AND F TO N.

J.

4'-0"

TYP

ICAL

TIE-

IN

4'-0"

TYP

ICAL

TIE-

IN

N.I.C. N.I.C.

D17

DS4

D8

DS2

D14

DS3

D11

DS2

D9

DS2

N

36'-9"

63'-1"

GUARD RAIL

4-24-2013

N.I.C.

ROOF DRAIN

OVERFLOW

D14

DS3

D15

DS3

D4

DS1

D9

DS2

D15

DS3

D3

DS1

D7

DS2

D4

DS1

D10

DS2

D13

DS3

D12

DS2

D17

DS4

D17

DS4

D10

DS2

D6

DS2






12345 VICKERY LANE

PROJECT:

SCALE:

CLIENT:

DATE:

1/16" = 1'-0" APPROX.

4/24/2013

DRAWN BY:

13-0009

T.E.M.

APPROVED BY:

REVISED:

PROJECT NUMBER:

TP1

V.K.

NORTH HOUSTON, TEXAS 77041

13010 EMMETT ROAD


A B C

F

JK K

H

I

I

G

F

E

EXPANSION/CONTROL JOINT

PARAPET

MECHANICAL

ON SUPPORTS

ROOF DRAIN

SYMBOL LEGEND

VENTILATOR

M

OPEN TO BELOW

OPEN TO BELOW

XX AREA DESIGNATION

76'-0" 79'-0" 79'-0"

327'-6"

149'-0"63'-6"

195'-0"

54'-9"

83'-6"

20'-0"

60'-3"

81'-0"

OLESON ELEMENTARY SCHOOL - TAPER PLAN

SCALE: 1

16" = 1'-0"

D

N.I.C.

N.I.C.

N.I.C.

N.I.C.

K

L

EQUIPMENT

MECHANICAL

EQUIPMENT

NOT IN CONTRACT

DOWNSPOUT

GUTTER

N.I.C.

TYP

ICAL

TIE-

IN

TYPICAL

TIE-IN

4'-0"

4'-0"

TYP

ICAL

TIE-

IN

4'-0"

TYP

ICAL

TIE-

IN

N.I.C. N.I.C.

N

36'-9"

63'-1"

4-24-2013

OVERFLOW

ROOF DRAIN

SLOPE

DIRECTION

CONTRACTOR SHALL REMOVE ALL EXISTING ROOF DRAINS AND OVERFLOW DRAINS AND

CAP EXISTING DRAIN LINES BELOW THE DECK. ALL PLUMBING WORK SHALL BE DONE BY

A LICENSED PLUMBER.

CONTRACTOR SHALL REMOVE THE ROOF SYSTEM DOWN TO THE EXISTING DECKING OR

BAR ON ALL AREAS AS INDICATED ON THE DRAWINGS. PERFORM ALL REQUIRED REPAIRS

AND INSTALL THE NEW ROOF SYSTEM AS SPECIFIED. ALL DRAINAGE COMPONENT REPAIRS

AND NEW OVERFLOW DRAINS SHALL BE INSTALLED PRIOR TO INSTALLATION OF THE NEW

TAPERED INSULATION CRICKETS AND ROOF SYSTEMS.

CONTRACTOR SHALL INSTALL NEW TAPERED INSULATION AND CRICKET SYSTEMS AS

SPECIFIED TO PROVIDE POSITIVE DRAINAGE.

CONTRACTOR SHALL REMOVE EXISTING AND INSTALL NEW SYSTEM INCLUDING 3-PLY

B.U.R. AND DECKING WHERE SPECIFIED ON ONE AREA AT A TIME PRIOR TO STARTING

THE NEXT AREA. ALL TEMPORARY TIE-INS SHALL BE INSTALLED ON A DAILY BASIS.

NEW TAPERED INSULATION AND CRICKET SYSTEMS LAYOUT PLAN SHALL BE PROVIDED BY

THE MANUFACTURER AND SUBMITTED FOR REVIEW. CONTRACTOR SHALL INCLUDE ALL

COSTS FOR NEW TAPERED INSULATION AND CRICKET SYSTEMS IN BASE BID.

CONTRACTOR SHALL BE RESPONSIBLE FOR RAISING OR LOWERING ALL EQUIPMENT,

PENETRATIONS, SUPPORTS, METAL FLASHING SYSTEMS, ETC., AS REQUIRED FOR INSTALLATION OF THE NEW TAPERED INSULATION AND ROOF SYSTEMS.

CONTRACTOR SHALL COORDINATE ROOF REPLACEMENT WORK WITH MEP REPAIR WORK.

8)

6)

7)

5)

2)

3)

1)

GENERAL NOTES

SLOPES SHOWN ON SLOPE PLAN ARE REPRESENTATIVE OF NEW SLOPE EXPECTATIONS.

FINAL TAPERED INSULATION LAYOUT WILL BE DESIGNED BY THE INSULATION

MANUFACTURER AND SUBMITTED FOR APPROVAL BY THE OWNER.

4)

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