ROOF RENOVATION PROJECT ALDINE …...DR. WANDA BAMBERG 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

ROOF PLAN

SHEET NO.

12700 RAYFORD ROAD

DETAILS

CS1

RP1

SHEET NO 1 OF 7 SHEETS

DS2

TEAGUE MIDDLE SCHOOL

DR. VIOLA M. GARCIA

MERLIN GRIGGS SR.

STEVE MEAD

DR. ALTON SMITH

DR. ARCHIE BLANSON

VICINITY MAP

INDEX OF DRAWINGS

BELTWAY 8

DETAILS DS1

DS3DETAILS

12700 RAYFORD ROAD

HOUSTON, TEXAS

HOUSTON, TEXAS 77041

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

DEPUTY SUPERINTENDENT

HOUSTON, TEXAS

PROJECT

LOCATION

FM 1960 RD. W

FM 1960

ALD

INE WESTF

IELD RD

ALD

INE WESTF

IELD RD

RAYFORD RD

BAUMGARTNER

BIRNAM

WOODS

BLVD

E. R

ICHEY RD

INEZ

FARREL

THEISS RD

FOREST V

ISTA

SITE PLAN SP1

DETAILS DS4

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14910 ALDINE WESTFIELD ROAD


PROJECT:

SCALE:

CLIENT:

DATE:

AS NOTED

APRIL, 2013

DRAWN BY:

13-0010

APPROVED BY:

REVISED:

PROJECT NUMBER:

DS1

V.K.

D3

DS1EXHAUSTER/VENTILATORNOT TO SCALE

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)

NOTE: DETAIL SHALL BE CONSIDERED SIMILAR

FOR DIFFERENT LOCATIONS OF VARYING ROOF

SYSTEM CONSTRUCTION. CONTRACTOR SHALL

ADJUST OR MODIFY SHEET METAL, WOOD

NAILERS, INSULATION OR FLASHINGS AS

REQUIRED TO ACCOMODATE VARYING

LOCATIONS.

VENTILATOR

6" O.C.

3" O.C.

RESECURE.

EXISTING LIGHTWEIGHT CONCRETE FILL

OVER METAL DECK

NEW PLYWOOD NAILER(S) TO MATCH LT.WT. CONCRETE

FILL THICKNESS, NAIL 6" O.C. STAGGERED.

NEW 3-PLY FIBERGLASS

FELT AND ASPHALT

BUILT-UP ROOF.

BITUMEN BASE FLASHING

NEW WHITE ELASTOMERIC COATED MODIFIED

NEW 2X6 TREATED WOOD

NAILER, MECH. FASTEN

2'-0" O.C.

NEW VENTING BASE SHEET, MECHANICALLY FASTENED PER FM

1-90 REQUIREMENTS.

NEW 2-PLY FIBERGLASS FELT AND

ASPHALT BASE FLASHING

D2

DS1

RISEWALL DETAILNOT TO SCALE

NEW 3-PLY FIBERGLASS FELT

AND ASPHALT BUILT-UP ROOF.

EXPANSION JOINT AT METAL EDGE

EXISTING LIGHTWEIGHT CONCRETE

FILL OVER METAL DECK.

NEW VENTING BASE SHEET, MECH. ATTACH PER FM

1-90 REQUIREMENTS.

2'-0"

D1

DS1

NEW EXPANSION JOINTNOT TO SCALE

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 1.5"X2'-0" TAPERED

PERLITE EDGE STRIP SET IN

ASPHALT.

NEW ANGLE TERMINATION BAR.

NEW WHITE ELASTOMERIC COATED

FIRE RATED MODIFIED BITUMEN CAP

SHEET.


AND ASPHALT BASE FLASHING.

NEW 2X6 TREATED WOOD NAILER

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

NEW FIBERGLASS BATT INSULATION

SET IN A POLYETHYLENE SLING,

NAIL 12" O.C.


ASPHALT BASE FLASHING.

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

TAPER EXPANSION JOINT DOWN TO

METAL EDGE 4'-0" FROM PERIMETER

NEW ELASTOMERIC UNDERLAYMENT.



ASPHALT.



D5

DS1

SMALL EQUIPMENT SUPPORTNOT TO SCALE

NEW SUPPORT: SET ON

NEW PREFORMED

12" M

IN.

1.5

" M

IN.

4" MIN.L-BRACKET 4" WIDE

NEW CONTINUOUS

MODIFIED BITUMEN

18" X 18" BASE

TUBE POST

NEW STEEL

CONNECT POSTS

WITH THREADED ROD.

D4

DS1

LARGE MECHANICAL EQUIPMENT SUPPORTNOT TO SCALE

PROTECTION PAD.

EXISTING MECHANICAL EQUIPMENT.

DISCONNECT AND RECONNECT AS NEEDED

FOR INSTALLATION OF NEW SUPPORTS.

MODIFY EXISTING UTILITIES TO

ACCOMODATE NEW SUPPORTS AS NEEDED.

NEW THREADED ROD CONNECTOR

NOTE:

NUMBER AND LOCATION OF SUPPORTS

FOR EACH UNIT TO BE DETERMINED BY

MANUFACTURER.

D6

DS1

NEW STEEL DECKINGNOT TO SCALE

NEW STEEL DECK ATTACHMENT

NOT TO SCALEA

SECTION AT SIDELAP/JOISTB

NOT TO SCALE

NEW 22 GA. GALV. DECKING

NEW FM APPROVED SCREW

FASTENER

EXISTING BAR JOIST

NEW 22 GA. GALV. STEEL DECK.

DECKING UNITS SHALL SPAN A

MINIMUM OF 3-JOISTS.

END LAP BAR JOIST END LAP

2 FASTENERS PER

FLUTE AT BAR JOIST

END LAPS

FASTENERS 12" O.C. AT

SIDELAPS. INCREASE TO 6" O.C.

AT PERIMETERS AND CORNERS

B

SIDE LAP



12700 RAYFORD ROAD

PROJECT:

SCALE:

CLIENT:

DATE:

AS NOTED

DRAWN BY:

T.E.M.

APPROVED BY:

REVISED:

PROJECT NUMBER:

DS1

V.K.


13010 EMMETT ROAD

BUILDING ENVELOPE CONSULTANTS, LLC


MODIFIED BITUMEN BASE FLASHING.

NEW MODIFIED BITUMEN BASE

FLASHING.

BITUMEN CAP SHEET


EXISTING WOOD NAILERS, REPLACE

ALL DAMAGED, DETERIORATED OR NON-TREATED UNITS. RESECURE

WITH NEW FASTENERS A MINIMUM

OF 2'-0" O.C.

NOTE:

CONTRACTOR SHALL ADJUST DETAIL AS NEEDED

TO ACCOMODATE CHANGES IN ROOF SYSTEM, DECK TYPE OR INSULATION. DETAIL SHALL BE

CONSIDERED SIMILAR FOR SUCH PURPOSE.

EXISTING RECIEVER, CLEAN AND REPAINT

EXISTING MASONRY WALLS, REPAIR AS SPECIFIED AND DETAILED.

NEW 20 GA. GALV. WIND CLIP, SECURE BEHIND TERMINATION BAR.

NEW FIBEROUS CANT, SET IN ASPHALT.

NEW 2-PLY FIBERGLASS FELT AND ASPHALT BASE FLASHING.



EXISTING LIGHTWEIGHT

CONCRETE FILL OVER

METAL DECK.

NEW VENTING BASE SHEET, MECHANICALLY FASTENED PER

FM 1-90 REQUIREMENTS.

NEW PERLITE TAPERED EDGE STRIP, SET IN ASPHALT.

NEW WHITE ELASTOMERIC COATED FIRE-RATED MODIFIED BITUMEN

CAP SHEET.

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

NEW 24 GA. PRE-FINISHED COUNTERFLASHING, SET

IN RECEIVER AND SCREW FASTEN 12" O.C.

NEW WHITE ELASTOMERIC COATED MODIFIED BITUMEN BASE FLASHING.

NOTE:




EXISTING EQUIPMENT OR

SATELLITE DISH. LIFT, RESET AND SECURE TO

SUPPORT.

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NEW NEOPRENE EXPANSION JOINT COVER WITH 24 GA.

STAINLESS STEEL FLANGES, SCREW FASTEN 12" O.C.

12" M

IN.

NEW 16 GA. GALV. STEEL

GRATING AND 12 GA. 1-5

8"

STRUT SYSTEM.

RESET AND SECURE TO

EXPANDED METAL GRATING.

NEW SUPPORT: SET ON

PROTECTION PAD.

EXISTING SATELLITE DISH. LIFT,

NOTE:

EXISTING EQUIPMENT TO BE SET

ON AND SECURED TO GRATING.

CMU BLOCKS

NEW PREFORMED

BASE

NOTE:


REQUIRED FOR EACH UNIT TO BE

DETERMINED BY MANUFACTURER.

SUPPORTS TO BE INSTALLED BY

MANUFACTURER.STEEL POST

NEW TUBE

SQUARE TUBING

NEW CONTINUOUS

PROJECT:

SCALE:

CLIENT:

DATE:

AS NOTED

DRAWN BY:

T.E.M.

APPROVED BY:

REVISED:

PROJECT NUMBER:

DS2

V.K.


13010 EMMETT ROAD


D8

DS2

UTILITY LINE BLOCKINGNOT TO SCALE

EXISTING AND/OR NEW PIPING

NEW PRE-MANUFACTURED

PIPE SUPPORT AND BASE.

PROVIDE ROLLER

SUPPORT FOR GAS LINES

FROM PIPE SUPPORT

MANUFACTURER

NEW MODIFIED BITUMEN

PROTECTION PAD. INSTALL

PER MANUFACTURER

RECOMMENDATIONS.

6" MIN.

(TYP.)

D12

DS2

PITCH PAN DETAILSNOT TO SCALE

NEW 24 GA. GALV. CLOSURES, SOLDER IN PLACE AND PAINT

WITH ALUMINUM PAINT.

EXISTING PENETRATION OF

VARYING SIZE AND TYPE.

2"

NEW NON-SHRINK GROUT.

NEW POURABLE SEALER, 1" DEEP.

DRAWBAND, PAINT WITH ALUMINUM PAINT.

NEW 24 GA. PRE-FINISHED HOOD AND

4"

NEW FACE PLATES, FULLY SOLDER. NOTE MULTIPLE

PIPE PENETRATIONS MAY

OCCUR THRU FACE PLATE, PROVIDE SEPARATE

OPENING FOR EACH.

VARYING SIZE AND TYPE.

EXISTING PENETRATION OF

NEW SEALANT.

NEW 2-PLY STRIP-IN.

WITH ALUMINUM PAINT.

5 PER SIDE STAGGERED MINIMUM. PAINT

SET IN A FULL BED OF MASTIC AND NAIL

NEW 24 GA. GALVANIZED PITCH PAN,

ALTERNATE HOOD DESIGN

FOR LOW-PROFILE

PENETRATIONS AND

MULTIPLE PIPE

PENETRATIONS.

NEW SEALANT.

90° PENETRATION


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

ADDITIONAL NAILERS TO MATCH

LT.WT. CONCRETE FILL THICKNESS

INSULATION.









LOCATIONS.

EXISTING METAL

DECKING


1-90 REQUIREMENTS.

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:


REQUIRED TO BE DETERMINED BY

MANUFACTURER.

D9

DS2

CURBED A.C. UNITNOT TO SCALE

NEW VENTING BASE SHEET, MECH. FASTEN PER

FM 1-90 REQUIREMENTS

NEW 2-PLY STRIP-IN.

NEW 4 LB. LEAD FLASHING SET

IN A FULL BED OF MASTIC.

EXISTING TECTUM DECK

OVER BULB TEES.



EXISTING AND/OR NEW ROOF DRAIN, SET TO LOWEST POINT.

CLEAN, REPLACE ALL DAMAGED AND MISSING COMPONENTS.

WATERTEST AND REPAIR LEAKS

AT START AND COMPLETION OF

PROJECT. PAINT STRAINER

DOME WITH ALUMINUM COATING.

REPLACE ALL PLASTIC, BROKEN OR DAMAGED STRAINER DOMES

WITH NEW CAST IRON STRAINER

DOMES.

D10

DS2

ROOF DRAINNOT TO SCALE

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.


SCREW FASTEN 12" O.C.


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

NEW FIBEROUS CANT, SET IN ASPHALT.



LT.WT. CONCRETE FILL OVER EXISTING

METAL DECKING, ATTACH PER FM 1-90

REQUIREMENTS.







LOCATIONS.

NEW ADDITIONAL TREATED

WOOD NAILERS TO MATCH

LIGHTWEIGHT CONC. FILL

THICKNESS, NAIL 6" O.C., STAGGERED.


ASPHALT BASE FLASHING.


AND ASPHALT BUILT-UP ROOF

D11

DS2

MISCELLANEOUS GUTTER DETAILSNOT TO SCALE

CONCRETE SPLASHBLOCK

GUTTER STRAP @ WINDOW MULLION

GUTTER STRAP

DOWNSPOUT STRAP @ MASONRY/STUCCOGUTTER

DOWNSPOUT

6" 1"

8"

1"

1"

4"

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

NOTE: DETAIL SHALL BE CONSIDERED

SIMILAR FOR INSTALLATION OF NEW

OR REPLACEMENT ROOF DRAINS.

CONTRACTOR SHALL REPLACE ALL

EXISTING PLASTIC DRAIN ASSEMBLIES

WITH NEW CAST-IRON ROOF DRAIN

ASSEMBLIES.

NEW VENTING BASE SHEET, MECHANICALLY FASTENED PER

FM 1-90 REQUIREMENTS.


BITUMEN CAP SHEET NEW WHITE ELASTOMERIC COATED

MODIFIED BITUMEN CAP SHEET

NEW EDGE SEALANT



13-0010





12700 RAYFORD ROAD


APRIL, 2013

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NOTE:

NUMBER AND LOCATION OF SUPPORTS REQUIRED

TO BE DETERMINED BY MANUFACTURER. ADHERE

SUPPORTS TO WALKPADS WITH MANUFACTURER'S

APPROVED ADHESIVE. ADD ROLLER FOR GAS LINES

AS PROVIDED BY MANUFACTURER.

PROJECT:

SCALE:

CLIENT:

DATE:

AS NOTED

DRAWN BY:

T.E.M.

APPROVED BY:

REVISED:

PROJECT NUMBER:

DS3

V.K.


13010 EMMETT ROAD


D13

DS3

HOODED VENTNOT TO SCALE

NEW 2-PLY STRIP-IN.

NEW 24 GA. 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




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

ADDITIONAL NAILERS TO MATCH

LT.WT. CONCRETE FILL THICKNESS.

EXISTING METAL DECKING, ATTACH

PER FM 1-90 REQUIREMENTS.







LOCATIONS.

PLASTIC CEMENT AND NAIL 3-PER SIDE

STAGGERED.

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


OVER METAL DECK



NEW 2-PLY STRIP-IN

NEW 3-PLY BUILT-UP ROOF

NEW PLYWOOD NAILER(S) TO MATCH LIGHTWEIGHT CONCRETE FILL

THICKNESS, NAIL 6" O.C. STAGGERED.

D16

DS3

PLUMBING VENTNOT TO SCALE







LOCATIONS.


1-90 REQUIREMENTS.


1-90 REQUIREMENTS.

TYPICAL MASONRY CRACK REPAIRNOT TO SCALE

B

CTYPICAL WINDOW TO MASONRY JOINT & WET SEALINGNOT TO SCALE

ALOOSE BRICK REPAIRNOT TO SCALE

NEW SEALANT AND BOND BREAKER TAPE (NOTE: DETAIL TYPICAL FOR ALL MASONRY CRACKS)

NEW JOINT BACKING AND SEALANT

(NOTE: DETAIL TYPICAL FOR HORIZONTAL OR VERTICAL JOINTS)

NEW SEALANT

SEAL ALL WINDOW

SEAMS WITH SEALANT

EXPANSION/CONTROL JOINT REPAIRNOT TO SCALE

D

VARIES

NEW SEALANTBRICK VENEER

CLOSED CELL

BACKER ROD

CUT EXISTING MORTAR WHERE

REQUIRED TO INSTALL SEALANT AND

JOINT BACKING.

D14

DS3

TYPICAL EXTERIOR WALL REPAIRSNOT TO SCALE

ROUTE JOINT IN EXISTING CRACK

PENETRATION THRU WALLF

NOT TO SCALE

NEW SEALANT AND

JOINT BACKINGEXISTING PENETRATION

THRU WALL, TYPE, SIZE AND SHAPE MAY

VARY.

MASONRY VOIDS (HORIZONTAL AND VERTICAL)NOT TO SCALE

G

TYPICAL EXISTING

MORTAR

PROPERLY PREPARE MORTAR VOIDS BY REMOVING

MORTAR TO DEPTH SHOWN BY DOTTED LINE AND

CLEAN JOINT. INSTALL NEW MORTAR TO MATCH

EXISTING.

MORTAR

LINE

MORTAR

LINE

MORTAR

LINE

REMOVE AND RESET

LOOSE BRICK (TYPICAL) IN NEW COLOR

MATCHING MORTAR

NOT TO SCALE

NEW CONTROL JOINT @ CORNERSE

FIELD ATTACHMENT PATTERN PERIMETER ATTACHMENT PATTERN CORNER ATTACHMENT PATTERN

D15

DS3

BASE SHEET ATTACHMENT PATTERNSNOT TO SCALE

A B C

18"18"

9"

12"

12"

4" 4"

12"

12"

36"

12"

12"

6"

4"

4.5"

9"

9"

9"

4.5"

9"

9"

9"

9"

D17

DS3

CAPPED OPENINGNOT TO SCALE

NEW HEAT RESISTANT

INSULATION (ON HEATER STACKS ONLY)

HEATER STACK



NEW EDGE SEALANT



NEW EDGE SEALANT

OUTSIDE CORNER

NEW SEALANT

NEW JOINT

BACKING

EXISTING MORTAR, MECHANICALLY REMOVE

EXISTING

MORTAR, MECHANICALLY

REMOVE

NEW JOINT

BACKING NEW SEALANT

3" O.C.


ASPHALT BASE FLASHING


MODIFIED BITUMEN BASE FLASHING

NEW 3-PLY FIBERGLASS

FELT AND ASPHALT

BUILT-UP ROOF.

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

SCREW FASTEN 12" O.C. (USE NEOPREN


NEW 2X10 TREATED WOOD BLOCKING, NAIL

OVER METAL DECK


NEW 2X6 TREATED WOOD

NAILER, MECH. FASTEN

2'-0" O.C.


1-90 REQUIREMENTS.

NEW PLYWOOD NAILER(S) TO MATCH LT.WT. CONCRETE

FILL THICKNESS, NAIL 6" O.C. STAGGERED.

WASHERS)

6" O.C.

NEW ANGLE TERMINATION BAR, NAIL

NEW 24 GA. PRE-FINISHED CAP.

PROVIDE POSITIVE SLOPE AND SCREW

FASTEN 3-PER SIDE.

NEW 3/4" PLYWOOD NAILER, NAIL 6" O.C. STAGGERED.




NOTE:




NOTE:

DETAIL SHALL BE USED FOR OPENINGS

SMALLER THAN 4'X4' WHERE APPROVED BY

OWNER.

13-0010





12700 RAYFORD ROAD


APRIL, 2013

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PROJECT:

SCALE:

CLIENT:

DATE:

AS NOTED

APRIL, 2013

DRAWN BY:

13-0010

APPROVED BY:

REVISED:

PROJECT NUMBER:

DS4

V.K.

D18

DS4

METAL EDGE & RISEWALLNOT TO SCALE



12700 RAYFORD ROAD

PROJECT:

SCALE:

CLIENT:

DATE:

AS NOTED

DRAWN BY:

T.E.M.

APPROVED BY:

REVISED:

PROJECT NUMBER:

V.K.


13010 EMMETT ROAD

BUILDING ENVELOPE CONSULTANTS, LLCA.I.S.D. CONTRACT # MNT XXXX-XX

EXISTING WOOD NAILERS, REPLACE

ALL DAMAGED, DETERIORATED OR NON-TREATED UNITS. RESECURE

WITH NEW FASTENERS A MINIMUM

OF 2'-0" O.C.

EXISTING LIGHTWEIGHT

CONCRETE FILL OVER

METAL DECK.

NEW 2-PLY FIBERGLASS FELT AND ASPHALT BASE FLASHING.

NEW PERLITE TAPERED EDGE STRIP, SET IN ASPHALT.

NEW VENTING BASE SHEET, MECHANICALLY FASTENED

PER FM 1-90 REQUIREMENTS.

NEW FIRE-RATED MODIFIED BITUMEN CAP SHEET.

NEW MODIFIED BITUMEN BASE FLASHING.

NEW 20 GA. GALV. WIND CLIP, SECURE BEHIND TERMINATION BAR.

NEW 24 GA. PRE-FINISHED COUNTERFLASHING, SET

IN RECEIVER AND SCREW FASTEN 12" O.C.


NEW 24 GA. PRE-FINISHED COUNTERFLASHING/RECEIVER, SCREW FASTEN 12" O.C.

NEW PRE-FORMED FOAM CLOSURE STRIP.

NEW 18 GA. STEEL OPEN HAT SECTION (MAXIMUM SPACING 30" O.C.), MECH. FASTEN 2'-0" O.C. TOP AND BOTTOM.

NEW 24 GA. PRE-FINISHED METAL WALL PANEL, SCREW FASTEN PER SPECIFICATIONS.

NEW PRE-FORMED FOAM CLOSURE STRIP.

NEW 24 GA. PRE-FINISHED METAL EDGE, NAIL 3" O.C. STAGGERED.

NEW 18 GA. STEEL OPEN HAT SECTION (MAXIMUM SPACING 30" O.C.), MECH. FASTEN 2'-0" O.C. TOP AND BOTTOM.

EXISTING WOOD NAILERS, REPLACE ALL DAMAGED, DETERIORATED OR NON-TREATED UNITS. RESECURE WITH NEW FASTENERS A MINIMUM OF

2'-0" O.C.

NEW 20 GA. GALV. CONT. CLEAT, NAIL 3" O.C. SCREW THRU FACE @ EACH RIB

NEW FIRE-RATED MODIFIED

BITUMEN CAP SHEET.


1-90 REQUIREMENTS.

NEW 2-PLY STRIP-IN.





NEW 3-PLY FIBERGLASS FELT AND ASPHALT

BUILT-UP ROOF.



NEW 2-PLY STRIP-IN.


BITUMEN CAP SHEET.




1-90 REQUIREMENTS.


2'-0" O.C.


D19

DS4

GUTTER @ METAL EDGENOT TO SCALE



NOTE: SEE DETAIL D11/DS2 FOR TYPICAL GUTTER AND DOWNSPOUT DETAILS

NOTE:




EXISTING MASONRY WALLS REPAIR

AS SPECIFIED AND DETAILED.

NEW 24 GA. PRE-FINISHED DOWNSPOUT STRAP, MECH. FASTEN TO WALL AND DOWNSPOUT ON EACH

SIDE.

NEW 24 GA. PRE-FINISHED DOWNSPOUT NECK, POP-RIVET AND SEAL

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. GUTTER, SECURE 6" O.C. THROUGH PRE-DRILLED OVERSIZED HOLE.

NEW 24 GA. PRE-FINISHED GUTTER STRAP, POP-RIVETED.

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

NOTE:





1-90 REQUIREMENTS. INSTALL

OVER 1-PLY OF RED-ROSIN

PAPER

NOTE: SEE DETAIL D11/DS2 FOR TYPICAL GUTTER AND DOWNSPOUT DETAILS

NEW 2-PLY STRIP-IN.

EXISTING TECTUM DECK, REPLACE DAMAGED OR

DETERIORATED UNITS WITH NEW

TO MATCH EXISTING.




BITUMEN CAP SHEET.


EXISTING MASONRY WALLS REPAIR

AS SPECIFIED AND DETAILED.

NEW 24 GA. PRE-FINISHED DOWNSPOUT STRAP, MECH. FASTEN TO WALL AND DOWNSPOUT ON EACH

SIDE.

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


NEW 24 GA. PRE-FINISHED GUTTER STRAP, POP-RIVETED.

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

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


2'-0" O.C.

D20

DS4

GUTTER @ GYM ROOFNOT TO SCALE

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4-24-2013

NEW EDGE SEALANT

NEW EDGE SEALANT

NEW EDGE SEALANT

NEW SEALANT AND JOINT BACKING


TAPER EXPANSION JOINT DOWN TO

METAL EDGE 4'-0" FROM PERIMETER

NEW FIBERGLASS BATT INSULATION

SET IN A POLYETHYLENE SLING,

NAIL 12" O.C.



EXPANSION JOINT AT METAL EDGE





ASPHALT.

NEW 2X6 TREATED WOOD NAILER

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


FIRE RATED MODIFIED BITUMEN CAP

SHEET.

NEW VENTING BASE SHEET, MECH. ATTACH

EXISTING LIGHTWEIGHT CONCRETE FILL OVER METAL

DECK.

D21

DS4

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

NOTE:




NEW NEOPRENE EXPANSION JOINT COVER WITH 24 GA.

STAINLESS STEEL FLANGES, SCREW FASTEN 12" O.C.




AND ASPHALT BASE FLASHING.

NEW ANGLE TERMINATION BAR.

NEWEXISTING

EXISTING ROOF

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

NEW 2X12 TREATED WOOD BLOCKING

NORTH


13010 EMMETT ROAD


EXPANSION/CONTROL JOINT

GUTTER

MECHANICAL

PITCH PAN

TURBINE

EXHAUSTER

PLUMBING VENT

(SOIL STACK)

VENTILATOR

UTILITY LINE

ROOF PLAN - TEAGUE MIDDLE SCHOOL

SCALE: 1" = 30'-0"

EQUIPMENT

GENERAL NOTES

ENTIRE ROOF

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 OR TECTUM 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, UTILITY LINES AND PENETRATIONS WITH ALUMINUM

COATING.

E.

D.

B.

F.

NEW ROOF CONSTRUCTION INFORMATION IS PROVIDED

BELOW:

WHERE DETERIORATED METAL DECKING IS

FOUND REMOVE THE EXISTING LIGHTWEIGHT

CONCRETE FILL AND STEEL DECKING DOWN

TO THE EXISTING STEEL STRUCTURE AND

PROPERLY DISPOSE OF AS REQUIRED.

INSTALL NEW METAL DECKING AND FILL AS

SPECIFIED.

EXISTING ROOF CONSTRUCTION INFORMATION

IS PROVIDED BELOW:

EXISTING METAL DECK AND LIGHTWEIGHT

CONCRETE FILL, BASE SHEET AND A MULTI-PLY ASPHALT BUILT-UP ROOF WITH GRAVEL

SURFACING.

4)

6)

7)

CONTRACTOR SHALL REMOVE ALL

ABANDONED PENETRATIONS AND INSTALL

NEW STEEL PLATE OR DECKING AS

SPECIFIED.

G.

CONTRACTOR SHALL USE ONLY THOSE SETUP AREAS AS APPROVED

BY THE OWNER. SET UP AREAS SHALL BE DESIGNATED AT A

PRE-CONSTRUCTION MEETING.

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

LICENSES, PERMITS, ETC., AS REQUIRED.

H.

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

RULES AND CONTRACT REQUIREMENTS.

CONTRACTOR SHALL SUPPLY A TWENTY-YEAR NO-DOLLAR-LIMIT

(NDL) WARRANTY FROM THE ROOFING MATERIAL MANUFACTURER AND A FIVE YEAR CONTRACTORS STANDARD WARRANTY.

AREAS A, C, E, F, G, I, J, K, L & M

8)

CONTRACTOR SHALL INSTALL NEW

REPLACEMENT ROOF DRAIN BOWLS AS

SPECIFIED AND WATERTEST PRIOR TO

COMMENCING WORK IN ANY ROOF AREA.

CONTRATOR SHALL PROVIDE TEMPORARY

WATERTIGHT FLASHING.

CONTRACTOR SHALL WATERTEST ALL DRAINS AND

DRAIN LINES TO REMAIN AT THE START AND

COMPLETION OF THE PROJECT. CONTRACTORS

SHALL REPAIR ALL LEAKS AT THE START OF

THE PROJECT ON A TIME AND MATERIAL BASIS.

ALL LEAK REPAIRS AT THE COMPLETION OF THE

PROJECT SHALL BE AT THE CONTRACTOR'S

EXPENSE.

9)

ENTIRE ROOF A, B, C, D, E, F, G, I, J, K, L, & M

INSTALL A NEW VENTING BASE SHEET IN ACCORDANCE

WITH FM REQUIREMENTS FOLLOWED BY A 3-PLY

FIBERGLASS FELT AND ASPHALT BUILT-UP ROOF WITH

A FIRE-RATED WHITE ELASTOMERIC COATED CAP SHEET.

5)

I.

J. PERFORM ALL EXTERIOR WALL RENOVATIONS AS

SHOWN ON THE DRAWING AND AS SPECIFIED.

WORK SHALL INCLUDE BUT IS NOT LIMITED TO

REPLACEMENT OF ALL EXTERIOR CAULKING AT

MASONRY JOINTS, WINDOWS, MASONRY CRACK

REPAIR, MORTAR CRACK REPAIR, STONE CRACK REPAIR AND SEALING OF ALL PNETRATIONS

THRU WALLS (DOORS, PIPES, VENTS, CABLES, LIGHTS, ETC.). CONTRACTOR SHALL INSTALL NEW CONTROL JOINTS AT INSIDE AND OUTSIDE

CORNERS OF MASONRY WALLS WHICH ARE A

CONTINUOUS VERTICAL MORTAR JOINT. INSTALL

NEW JOINT BACKING AND SEALANT IN THE NEW

CONTROL JOINT.

RP113-0010


12700 RAYFORD ROAD



HUMBLE, TEXAS 77338

DATE:

APRIL, 2013

CLIENT:

PROJECT:

1" = 30'-0" APPROX.SCALE:


DRAWN BY:

T.E.M.

REVISED:

PROJECT NUMBER:

APPROVED BY:

V.K.

E.J.

E.J.

E.J.

E.J.

E.J.E.J.E.J.

GUTTER

DOWNSPOUT

OPEN TO

GROUND

LADDER

U

U

U

U

U

U

U

U

U

U

U

U U U

U U

U

U

U

E.J. E.J.

E.J. E.J.

U

U

U

UU

U

U

UU

PITCH PANS

METAL EDGE

SYMBOL LEGEND

HOODED VENT

ROOF DRAIN

HOODED VENT

CURBED

DOWNSPOUT W/SPLASHBLOCK

KEY PLAN

NORTH

KJ

I

H

L

M

G

FE

B

A

C

D

E.J.

EXISTING TECTUM DECK ON BULB-TEES, BASE

SHEET AND RED-ROSIN PAPER, AND A MULTI-PLY ASPHALT BUILT-UP ROOF WITH

GRAVEL SURFACING.

AREA B

AREA D

EXISTING TECTUM DECK ON BULB-TEES AND

METAL DECK WITH LIGHTWEIGHT CONCRETE FILL, BASE SHEET AND A MULTI-PLY ASPHALT

BUILT-UP ROOF WITH GRAVEL SURFACING.

NOT IN CONTRACT.

AREA H

D

AB

C

E F

G

L

M

K

JI

H

REPLACE ALL AREAS OF DAMAGED OR

DETERIORATED LIGHTWEIGHT CONCRETE FILL

OR TECTUM DECKING.

C.

D14

DS3

D19

DS4

D19

DS4

D3

DS1

D1

DS1

D12

DS2

D16

DS3

D19

DS4

D14

DS3

D14

DS3

D19

DS4

D18

DS4

D5

DS1

D14

DS3

D19

DS4

D9

DS2

D14

DS3

D13

DS3

D21

DS4

D14

DS3

D13

DS3

D12

DS2

D18

DS4

D7/8DS2

D1

DS1

D16

DS3

D19

DS4

D9

DS2

D3

DS1

D14

DS3

D7/8DS2

D18

DS4

D1

DS1

D19

DS4

D13

DS3

D12

DS2

D4

DS1

D19

DS4

D16

DS3

D2

DS1

D3

DS1

D14

DS3

D14

DS3

D10

DS2

D10

DS2

D20

DS4

D20

DS4

D14

DS3

D20

DS4

D3

DS1

D2

DS1

D4

DS1

D7/8DS1

D14

DS3

D19

DS4

4-24-2013CONTRACTOR SHALL INSTALL 1

4" P.L.F.

CRICKETS IN ALL AREAS CURRENTLY

PONDING WATER.

K.

D1

DS1

D1

DS1

D1

DS1

D21

DS4

N.I.C.

N.I.C.

NORTH


13010 EMMETT ROAD


ROOF PLAN - TEAGUE MIDDLE SCHOOL

SCALE: 1" = 40'-0"

SP113-0010


12700 RAYFORD ROAD



HUMBLE, TEXAS 77338

DATE:

APRIL, 2013

CLIENT:

PROJECT:

1" = 40'-0" APPROX.SCALE:


DRAWN BY:

T.E.M.

REVISED:

PROJECT NUMBER:

APPROVED BY:

V.K.

RAYFORD ROAD

4-24-2013

ROOF RENOVATION PROJECT ALDINE …...DR. WANDA BAMBERG SCHOOL SUPERINTENDENT ROSE AVALOS ALDINE...

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Transcript of ROOF RENOVATION PROJECT ALDINE …...DR. WANDA BAMBERG SCHOOL SUPERINTENDENT ROSE AVALOS ALDINE...