ESBD_File_344999_031859-24-01-plans.pdf

GENERAL NOTES

1. WORK SHALL CONFORM TO THE CONSTRUCTION DOCUMENTS &

APPLICABLE BUILDING CODES (INCLUDING FEDERAL & STATE CODES,

ORDINANCES, REGULATIONS, ETC.) CONSTRUCTION DOCUMENTS

INCLUDE DRAWINGS & SPECIFICATIONS PLUS ANY ADDENDA TO THE

AFOREMENTIONED.

2. CONSTRUCTION DOCUMENTS ARE INTENDED TO INCLUDE ITEMS

NECESSARY TO CONVEY DESIGN INTENT OF THE WORK.

MANUFACTURERS' INSTRUCTIONS SHALL BE CONSIDERED AS PART OF

THE SPECIFICATIONS WHETHER INCLUDED OR NOT IN THE

SPECIFICATION MANUAL.

3. PERIODIC SITE VISITS BY OWNER'S REPRESENTATIVE SHALL NOT BE

CONSTRUED AS SUPERVISION OF MEANS, METHODS, TECHNIQUES,

SEQUENCES OR PROCEDURES FOR CONSTRUCTION, NOR IMPLY

RESPONSIBILITY FOR PROVIDING A SAFE PLACE FOR PERFORMANCE

OF WORK BY CONTRACTOR OR CONTRACTOR'S EMPLOYEES, OR

EMPLOYEES OF SUPPLIERS, OR FOR ACCESS, VISITS, USE, WORK,

TRAVEL, OR OCCUPANCY BY ANY PERSON.

4. CONTRACTOR IS RESPONSIBLE FOR CONTINUOUS SECURITY AT

AFFECTED OPENINGS FOR THE DURATION OF THE COSNTRUCTION

CONTRACT. COORDINATE SECURITY STATUS CHANGES W/ DISTRICT

REPRESENTATIVE PRIOR TO IMPLEMENTING CHANGES.

5. CONTRACTOR SHALL:

- VERIFY DIMENSIONS & FIELD CONDITIONS BEFORE PROCEEDING.

- NOTIFY ARCHITECT OF FIELD CONDITIONS REQUIRING DEVIATIONS

FROM CONSTRUCTION DOCUMENTS BEFORE THE CONSTRUCTION

OF ANY MODIFICATION.

- PROVIDE ADEQUATE BRACING & SHORING AS NECESSARY UNTIL

PERMANENT SUPPORTS & STIFFENERS ARE INSTALLED.

- IMMEDIATELY REPAIR OR REPLACE DAMAGED OR DEFECTIVE

WORK TO THE APPROVAL OF (AND AT NO ADDITIONAL COST TO)

THE OWNER

- NOTIFY ARCHITECT & APPROPRIATE INSPECTORS AT CRITICAL

CONSTRUCTION MILESTONES IN ORDER TO OBTAIN NECESSARY

APPROVALS & INSPECTIONS PRIOR TO COMMENCEMENT OF

SUBSEQUENT WORK.

- TAKE REASONABLE PRECAUTIONS FOR THE SAFETY OF, AND

PROVIDE REASONABLE PROTECTION TO PREVENT DAMAGE,

INJURY OR LOSS TO:

a) EMPLOYEES & ALL OTHER AFFECTED PERSONS

b) ALL WORK, MATERIALS & EQUIPMENT

c) OTHER PROPERTY AT SITE OR ADJACENT THERETO.

- UPON COMPLETION OF THE WORK, REMOVE MATERIALS, TOOLS &

EQUIPMENT AND LEAVE SITE IN A CONDITION ACCEPTABLE TO

OWNER.

Support Services Division / Facilities Planning & Management

COPYRIGHT 2020 TEXAS DEPTARTMENT OF TRANSPORTATION

150 E. Stassney Lane Austin, Texas 78744-3147 c

VICINITY MAP

INDEX OF DRAWINGS

PROJECT:

Project Manager:

ARCHITECTURE:

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PROJECT NUMBER: 03-1859-24-01

DAPHNE HARRIS

(512) 765-3527

DAPHNE.HARRIS@TXDOT.GOV

NOCONA MNT FAC- MNT BUILDING

PARTIAL ROOF REPLACEMENT

R.A. ALFREDO TERRONES

Phone: (512) 317-9486 E-mail: JoseAlfredo.Terrones@TXDOT.GOV

Texas Department of Transportation Support Services Division Facilities Planning & Management 6230 E. Stassney LN, Austin, TX 78744

SITE # 039541

BUILDING # 038070

729 MONTAGUE ST. (S.H.) NOCONA, TX 76255

PROJECT

LOCATION

NORTH

ARCHITECTURAL

A1.01 SITE PLAN

A2.02 PROPOSED ROOF PLAN

A2.03 ROOFING DETAILS

A2.04 ROOFING DETAILS (CONT.)

_GENERAL

G0.00 COVER SHEET

THIS PROJECT INCLUDES THE COMPLETE REMOVAL OF AN EXISTING BUILT-UP ROOF WITH ASBESTOS CONTAINING MATERIAL AND INSULATION SYSTEM DOWN TO EXISTING METAL DECK, REMOVAL OF EXISTING ROOF SKYLIGHTS, BUILDING EXPANSION JOINT AND EXISTING GUTTERS AND

DOWNSPOUTS.

INSTALLING METAL DECK OVER SKYLIGHT'S OPENINGS, INSTALLATION OF NEW RIGID BOARD INSULATION SYSTEM AND NEW TAPERED BOARDS (POLYISOCYANURATE), NEW FULLY ADHERED 1/2" H.D. COVER BOARD, INSTALLATION OF NEW MODIFIED BITUMEN ROOF SYSTEM (COLD APPLIED), BUILDING ROOF EXPANSION JOINT, NEW PERIMETER FLASHINGS, GUTTERS AND DOWNSPOUTS. PROVIDE NEW CONCRETE SPLASH BLOCK AT EACH

DOWNSPOUT.

ROOF REPLACEMENT SCOPE OF WORK: 2,236 SQ. FT.

SCOPE OF WORK:

BUILDING SUMMARY: BUILDING CODES:

INTERNATIONAL BUILDING CODE IBC - 2018

INTERNATIONAL ENERGY CONSERVATION CODE IECC - 2018

INTERNATIONAL MECHANICAL CODE IMC - 2018

INTERNATIONAL PLUMBING CODE IPC - 2018

NATIONAL ELECTRIC CODE NEC - 2020

NATIONAL FIRE CODE NFPA 1 - 2018

NATIONAL LIFE SAFETY CODE NFPA 101 - 2018

WICHITA

FALLS

BEAUMONT

PARIS

ATLANTA

BRYAN

BROWNWOOD

AMARILLO

ABILENE

CHILDRESS

FORT

WORTH

CORPUS

CHRISTI

DALLAS

EL PASO

HOUSTON

LAREDO

LUBBOCK

LUFKIN

ODESSA

SAN

ANGELO

SAN

ANTONIO

YOAKUM

WACO

TYLER

PHARR

MONTAGUE COUNTY, TX

WICHITA FALLS DISTRICT (03)

_DEMOLITION

DA2.01 EXISTING ROOF AND DEMOLITION PLAN

Date Signed: 12/06/2023

UP

EXISTING BITUMINUS

ROOFING SYSTEM

TO REMAIN

REMOVE AND

REPLACED BUILDING

EXPANSION JOINT.

REMOVE

EXISTING

BUILT-UP.

REMOVE EXISTING

BUILT-UP GRAVEL

ROOF.

REMOVE EXISTING ROOF

SKYLIGHTS (PATCH OPENING,

SEE GEN. NOTES)

EXISTING BITUMINUS

ROOFING SYSTEM

TO REMAIN

EXISTING BITUMINUS

ROOFING SYSTEM

TO REMAIN

EXISTING VENTS THROUGH

ROOF TO BE REPLACED

REMOVE EXISTING

BUILT-UP GRAVEL ROOF.

REMOVE EXISTING GUTTERS

AND DOWNSPOUTS.

REMOVE EXISTING METAL

TRIMS, FLASHING AND FASCIAS.

REMOVE EXISTING METAL TRIMS,

FLASHING AND FASCIAS.

REMOVE EXISTING METAL TRIMS,

FLASHING AND FASCIAS.

GENERAL DEMOLITION NOTES:

1. ALL ROOFING TO BE DEMOLISHED SHALL BE DISPOSED OF OFF-SITE IN A MANNER APPROVED BY THE FEDERAL, STATE, COUNTY, AND/OR JURISDICTIONAL AUTHORITY. OWNER HAS THE FIRST RIGHT OF

REFUSAL ON ALL DEMOLISHED ITEMS. CONTRACTOR SHALL COORDINATE PROPER HANDLING AND

PROMPT REMOVAL FROM THE JOB SITE OF ALL ITEMS SO AS NOT TO INTERFERE WITH OWNER'S

OPERATION.

2. ALL EXISTING CONSTRUCTION TO BE REMOVED SHALL BE REMOVED CAREFULLY SO AS NOT TO DAMAGE

ANY EXISTING CONSTRUCTION TO REMAIN. CONTRACTOR SHALL REPAIR OR REPLACE EXISTING

CONDITIONS DAMAGED DURING CONSTRUCTION AT NO ADDITIONAL COST.

3. REMOVE EXISTING GRAVEL SURFACING, BUR MEMBRANE DOWN TO EXISTING METAL DECKING

INCLUDING REMOVAL OF EXISTING METAL FLASHINGS.

4. THOROUGHLY INSPECT THE DECK, REMOVE AND REPAIR ANY DAMAGED OR DETERIORATED SUBSTRATE WITH NEW DECKING OF LIKE MATERIAL AND GAUGE. INSTALLED IN ACCORDANCE TO THE S.D.I. AND F.M.

STANDARDS.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY AND ADEQUACY OF HIS AREA OF WORK AND METHODS. CONTRACTOR SHALL ERECT AND MAINTAIN AT ALL TIMES PROPER SAFEGUARDS AND SAFETY BARRIERS AS REQUIRED BY THE CONDITIONS AND PROGRESS OF THE WORK FOR THE PROTECTION OF WORKMEN, OWNER AND OWNER'S PROPERTY AND SHALL POST DANGER WARNINGS AGAINST HAZARDS

CREATED BY THE CONSTRUCTION OPERATIONS.

6. CONTRACTOR TO REMOVE SKYLIGHT, SKYLIGHT COMPONENTS, CURB, CURB COMPONENTS, FRAME AND

FRAME COMPONENTS.

7. FOR THE REMOVAL OF ASBESTO CONTAINING MATERIAL REFER TO ESPECIFICATION SEECTION 02 82 00

THIS DRAWING CREATED FOR PRODUCTION ON 22"x34" SHEET SIZE. DO NOT SCALE PRINTS.

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Texas of Transportation Department

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DA2.01

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DRAWN BY: DRAFTER

ISSUED: 12/06/2023

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EXISTING ROOF AND DEMOLITION PLAN

CHECKED BY: Checker

1/8" = 1'-0"

DEMOLITION PLAN

01 02 03 04

05 06 07

NO

RTH

Date Signed:

12/06/2023

ROOFING AREA

TO BE REPLACED

THIS DRAWING CREATED FOR PRODUCTION ON 22"x34" SHEET SIZE. DO NOT SCALE PRINTS.

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A1.01

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DRAWN BY: JR

ISSUED: 12/06/2023

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SITE PLAN

CHECKED BY: AT

1" = 20'-0"

SITE PLAN

NORTH

A2.03

A2.03

A2.03

A2.035

A2.03

/8

/8

/8

NEW MODIFIED

BITUMINUS ROOFING

SYSTEM

NEW MODIFIED

BITUMINUS ROOFING

SYSTEM

PROVIDE NEW GUTTERS

& DOWNSPOUTS

15' - 10 3/4"

16' - 2 29/128"

DABD

A A

NEW MODIFIED

BITUMINUS ROOF TO

REMAIN

NEW MODIFIED

BITUMINUS ROOF TO

REMAIN

6' - 0" 79' - 3"

EXISTING VTR TO

REMAIN (SEE NOTES)

EXISTING VTR TO

REMAIN (SEE NOTES)

PATCH OPENINGS OF

REMOVED SKYLIGHTS

SEE NOTE 10

EXISTING VTR TO

REMAIN (SEE NOTES)

PROVIDE NEW

EXPASION JOINT

PROVIDE NEW METAL

EDGE AND FASCIA

PROVIDE NEW METAL

EDGE AND FASCIA

LEGEND

DIRECTION OF SLOPE

SKYLIGHT

HEATER FLUE

PLUMBING / ELEC. PIPE

DOWNSPOUT

1/8" / 12"

GENERAL NOTES:

1. ALL DIMENSIONS INCLUDING SPOT ELEVATIONS, AND EXISTING DETAIL SHALL BE FIELD VERIFIED PRIOR TO BIDDING AND ACQUISITION OF MATERIALS. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY EXISTING CONDITIONS FOUND TO BE DIFFERENT THAN INDICATED IN THE CONTRACT DOCUMENTS. THE ARCHITECT SHALL REVIEW THE SITUATION AND INFORM THE

CONTRACTOR AND TXDOT PROJECT MANAGER OF NECESSARY CHANGES, IF ANY.

2. ROOF SLOPE / TAPER SHALL BE 1/8" PER FOOT MINIMUM (U.N.O.) AND SHALL SLOPE TO GUTTER OR ROOF SCUPPER.

3. ROOFING TERMINATIONS, FLASHINGS, TRANSITIONS, AND SCUPPERS SHALL BE IN STRICT ACCORDANCE TO MANUFACTURER'S INSTRUCTIONS AND GUIDELINES.

4. ROOFING INSULATION TO BE A MINIMUM OF R-25, CONTINUOUS NOT AVERAGE.

5. PER IBC 1504.5 LOW-SLOPE BUILT-UP MOD-BIT OR SINGLE-PLY ROOFING SYSTEM EDGE SECUREMENT (EXCEPT GUTTERS WHERE APPLICABLE) SHALL BE DESIGNED & INSTALLED FOR WIND LOADS IN ACCORDANCE WITH IBC CHAPTER 16 & TESTED FOR RESISTANCE IN ACCORDANCE WITH ANSI/SPRI ES-1 TEST METHODS RE-1,RE-2 & RE-3, EXCEPT V(ult) WIND SPEED SHALL BE

DETERMINED FROM IBC FIGURE 1609A, 1609B OR 1609C AS APPLICABLE.

6. AS REQD BY ANSI/SPRI ES-1, WOOD NAILERS FOR COPINGS & GRAVEL STOPS SHALL BE 1-1/2" MINIMUM THICKNESS & SECURED TO STRUCTURAL COMPONENTS OF THE BUILDING BY FASTENERS SUFFICIENT TO RESIST A VERTICAL LOAD OF 200 LBS/FT OR THE DESIGN LOAD, WHICHEVER IS GREATER. FOR WOOD NAILERS WIDER THAN 6", FASTENERS SHALL BE STAGGERED TO AVOID SPLITTING THE WOOD. EACH WOOD NAILER MEMBER SHALL HAVE AT LEAST 2 FASTENERS. A FASTENER SHALL BE LOCATED APPROX. 4" BUT NOT LESS THAN 3" FROM EACH END OF THE WOOD. ADDITIONAL WOOD MEMBERS, SUCH AS CANT STRIPS, STACKED NAILERS & SLOPED EXT. GRADE A PLYWOOD TOPS SHALL BE FASTENED WITH FASTENERS HAVING SUFFICIENT PULLOUT RESISTANCE PRIOR TO EDGE SYSTEM FAILURE. THESE FASTENERS SHALL BE STAGGERED, SPACED AT 12" O.C. MAX. IN PERIMETER REGIONS & 6" O.C. MAX. IN CORNER REGIONS & SHALL PENETRATE THE BOTTOM WOOD NAILER SUFFICIENTLY TO ACHIEVE DESIGN PULL-OUT RESISTANCE.

7. ALL WOOD LUMBER, PLYWOOD, NAILERS & BLOCKING USED AT ROOF SHALL BE PRESSURE TREATED WITH PRESERVATIVE NOTED "TREATED" THAT COMPLIES WITH SPECIFICATIONS & ROOFING MANUFACTURER'S RECOMMENDATIONS INCLUDING COMPATABILITY WITH ROOFING SYSTEM. ALL FASTENERS FOR TREATED WOOD NAILERS & BLOCKING SHALL BE CORROSION- RESISTANT & CERTIFIED BY THE FASTENER MANUFACTURER FOR USE WITH THE PRESERVATIVE TREATMENT.

8. ALL ROOF TO WALL/CURB FLASHING & PENETRATION FLASHINGS SHALL EXTEND TO 8" MINIMUM HEIGHT ABOVE THE ROOF MEMBRANE U.N.O.

9. CONTRACTOR SHALL REMOVE, PROTECT, AND REINSTALL ALL FASCIA MOUNTED LIGHT FIXTURES, CAMERAS, PRESERVE, PROTECT, AND REINSTALL FOLLOWING CONSTRUCTION.

COORDINATE WITH TXDOT PROJECT MANAGER/REPRESENTATIVE.

10. CONTRACTOR TO INSTALL NEW METAL DECK MATERIAL FROM SUPPORT TO SUPPORT. NEW ROOFING MATERIAL SHALL BE INSTALLED TO MATCH EXISTING. NEW INSULATION AND

WATERPROOF SYSTEM SHALL BE INSTALLED WITH REST OF ROOF.

KEYNOTES:

A. 1/8" PER FOOT TAPERED ISO BOARD OVER RIGID BOARD INSULATION OVER EXIST. METAL DECK.

B. NEW PREFINISHED METAL BOX GUTTER.

C. NEW 4" x 4" PREFINISHED METAL DOWNSPOUT & CONCRETE SPLASH BLOCK.

D. RADIO ANTENNA. CONTRACTOR MUST FOLLOW REQUIRED SAFETY PROCEDURES WHEN WORKING

NEAR ANTENNA. COORDINATE WORK WITH DISTRICT REPRESENTATIVE.

THIS DRAWING CREATED FOR PRODUCTION ON 22"x34" SHEET SIZE. DO NOT SCALE PRINTS.

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Texas of Transportation Department

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A2.02

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PROPOSED ROOF PLAN

CHECKED BY: AT

1/8" = 1'-0"

ROOF PLAN

NO

RTH

NEW EDGE METAL (PROFILE AND SIZE WILL

VARY) SET IN SBS ROOFING CEMENT &

SECURE W/ FASTENERS @ 3" O.C.

STAGGERED.

PRIME & STRIP IN METAL FLANGE WITH 1

LAYER TYPE IV FOLLOWED BY 1 LAYER OF

GRANULED SURFACE MODIFIED BITUMEN

NEW WOOD BLOCKING TO MATCH

THICKNESS OF NEW INSULATION.

NEW CONTINUOUS 22 GA. GALV. CLEAT.

SECURE W/ FASTENERS @ 12" O.C., TYP.

NEW COLD APPLIED GRANULE SURFACED SBS

CAP SHEET INSTALLED OVER TWO COLD-

APPLIED SBS BASE SHEETS

NEW POLYISOCYANURATE INSULATION,

TAPERED INSULATION & COVERBOARD

6 1/8" MIN.

EXISTIN G METAL DECK

M

IN

NEW TWO LAYERS OF

SPECIFIED RIGID INSULATION

& TAPERED INSULATION

6" MIN.

NEW EDGE METAL (PROFILE AND SIZE

WILL VARY) SET IN SBS ROOFING CEMENT

& SECURE W/ FASTENERS @ 3" O.C.

STAGGERED.

PRIME & STRIP IN METAL FLANGE WITH 1

LAYER TYPE IV FOLLOWED BY 1 LAYER OF

GRANULED SURFACE MODIFIED BITUMEN

NEW WOOD BLOCKING TO

MATCH THICKNESS OF

NEW INSULATION.

NEW CONTINUOUS 22 GA.

GALV. CLEAT. SECURE W/

FASTENERS @ 12" O.C., TYP.

NEW COLD APPLIED GRANULE SURFACED

SBS CAP SHEET INSTALLED OVER TWO

COLD-APPLIED SBS BASE SHEETS

NEW POLYISOCYANURATE INSULATION,

TAPERED INSULATION & COVERBOARD

EXISTIN G METAL DECK

M

IN

NEW TWO LAYERS OF

SPECIFIED RIGID INSULATION

& TAPERED INSULATION

NEW ½" COVER BOARD OVER INSULATION

MECHANICALLY FASTENED THROUGH

(ATTACHMENT MUST BE IN ACCORDANCE

WITH WIND UPLIFT REQUIREMENTS)

END VIEW OF EXPANSION JOINT

NEW RETURN MOD. BIT CAP

SHEET AT BOTH ENDS OF

EXPANSION JOINT- TYPICAL

M

IN

NEW FLASHING PER MFR

TERMINATE 6" OC AND 3-

COURSE (NOT SHOWN)

NEW CURB TO CURB

EXPANSION JOINT. ATTACH

WITH GASKETED FASTENERS

AT 12" OC THROUGH VERTICAL

LEG PENETRATING A MIN OF

1.25" INTO THE WOOD NAILER

AND INTO NAILER BENEATH

THE EXPANSION JOINT FLANGE

AT 12" OC

NEW TWO LAYERS OF

SPECIFIED RIGID INSULATION

& TAPERED INSULATION

NEW POLYISOCYANURATE

INSULATION, TAPERED

INSULATION

NEW GRANULE SURFACED

MODIFIED BITUMEN ROOFING

SYSTEM OVER COVER BOARD

EXISTING METAL DECK

NEW ½" COVER BOARD OVER

INSULATION MECHANICALLY

FASTENED THROUGH

(ATTACHMENT MUST BE IN

ACCORDANCE WITH WIND

UPLIFT REQUIREMENTS)

NEW EDGE METAL (PROFILE AND

SIZE WILL VARY) SET IN SBS

ROOFING CEMENT & SECURE W/

FASTENERS @ 3" O.C. STAGGERED.

PRIME & STRIP IN METAL FLANGE

WITH 1 LAYER TYPE IV FOLLOWED

BY 1 LAYER OF GRANULED

SURFACE MODIFIED BITUMEN

NEW WOOD BLOCKING TO MATCH

THICKNESS OF NEW INSULATION, TYP.

NEW COLD APPLIED GRANULE

SURFACED SBS CAP SHEET

INSTALLED OVER TWO COLD

APPLIED SBS BASE SHEETS

NEW POLYISOCYANURATE INSULATION,

TAPERED INSULATION & COVERBOARD

MIN.

6"

NEW EDGE METAL (PROFILE AND SIZE

WILL VARY) SET IN SBS ROOFING

CEMENT & SECURE W/ FASTENERS @

3" O.C. STAGGERED.

PRIME & STRIP IN METAL FLANGE

WITH 1 LAYER TYPE IV FOLLOWED

BY 1 LAYER OF GRANULED

SURFACE MODIFIED BITUMEN

NEW WOOD BLOCKING TO MATCH

THICKNESS OF NEW INSULATION.

NEW CONTINUOUS 22 GA. GALV.

CLEAT. SECURE W/ FASTENERS @

12" O.C., TYP.

NEW COLD APPLIED GRANULE SURFACED SBS

CAP SHEET INSTALLED OVER TWO COLD-

APPLIED SBS BASE SHEETS

NEW POLYISOCYANURATE

INSULATION, TAPERED INSULATION

& COVERBOARD

EXISTIN G

METAL DECK

NEW GRANULE SURFACED

MODIFIED BITUMEN ROOFING

SYSTEM OVER COVER BOARD

NEW WOOD FIBER OR

PERLITE CANT STRIP

FLASHING PER MFR

NEW GALVANIZED METAL

COUNTERFLASHING ANCHORED TO

EXISTING EXTERIOR WALL FASTENED WITH

GASKETED NAIL-IN ANCHORS @ 12" OC.

NEW AP SEALANT @ EXPANSION

JOINT/WALL INTERFACE

NEW POLYISOCYANURATE

INSULATION & COVERBOARD

M

IN

NEW TWO LAYERS OF

SPECIFIED RIGID INSULATION

& TAPERED INSULATION

THIS DRAWING CREATED FOR PRODUCTION ON 22"x34" SHEET SIZE. DO NOT SCALE PRINTS.

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DRAWN BY: JR

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ROOFING DETAILS

CHECKED BY: AT

3" = 1'-0"

METAL EDGE W.GUTTER @ BUILDING PERIMETER DET.

3" = 1'-0"

METAL EDGE @ BUILDING PERIMETER DET.

3" = 1'-0"

EXPASION JOINT DET.

3" = 1'-0"

METAL EDGE @ CANOPY

3" = 1'-0"

WALL FLASHING @ CANOPY

3"

35°

1"

T Y

P

DOWNSPOUT ATTACHED

TO BUILDING STRUCTURE -

TYPICAL

DOWNSPOUT

STRAP

BUILDING

EDGE

TOP OF SIDEWALK OR

BUILDING FOUND.SPLASH BLOCK

EXTEND DOWNSPOUT

PAST BOTTOM OF

OVERHANG AS

DIMENSIONED - TYPICAL

BUILDING OVERHANG

GUTTER PROFILE AS

DIMENSIONED -

TYPICAL

BUILDING

EDGE

DOWNSPOUT ATTACHED

TO BUILDING

STRUCTURE - TYPICAL

DOWNSPOUT

STRAP

½

8"

6'' M

IN

12'-0 " M

AX.

LENG

TH E

ACH P

IE

CE

O F E

DG

E M

ETAL.

NOTE:

CONTINUOUS CLEAT ON FACE

SIDE NOT SHOWN FOR CLARITY.

MIN. 1/2'' GAP

HOT-DIPPED GALV.

FASTENERS 3'' O.C.

STAGGERED

24 Ga. PREFINISHED

METAL JOINT COVER

PLATE SET IN

SEALANT ON EACH

SIDE AND FASTENED

24 Ga. PREFINISHED

METAL FLASHING

WITH DRIP EDGE

SET FRONT OF

GUTTER 1"

LOWER THAN

BACK (MINIMUM)

ENDS

ALTERNATE

CAP DETAIL

SECTION A-A

D

GUTTER

C

E

B

RIVET AND

SOLDER

GRAVEL STOP

CLEAT

COVER PLATE

GRAVEL STOP

A

A

SLOPE

CAP

CONTINUOS

CLEAT

BUTT TYPE GUTTER EXPANSION JOINT

WATER

DAM

COVER PLATE

1'-2 3/8"

3"

1'-0

3"

/8

/8

1'-7 1/4"

/4

4"

4"

9"

½

NOTE: DIMENSION'S MAY

VARY WITH

MANUFACTURER

THIS DRAWING CREATED FOR PRODUCTION ON 22"x34" SHEET SIZE. DO NOT SCALE PRINTS.

G E

N E

R A

T E

D O

N

REVISIONS:

COPYRIGHT 2023c

Texas of Transportation Department

R

/5

/2

:3 :2

P

M A u to d e s k D o c s /0

W

F S

X

X X

X -X

X -X

X N

O C

O N

A M

N T

R O

O F

R E

P L C

/N o c o n a R o o f R e p la c e m e n t .r v t

A2.04

P R

O J E

C T

N O

-1

-2

-0

DRAWN BY: JR

ISSUED: 12/06/2023

N O

C O

N A

M N

T F

A C

- M N

T B

U

IL

D

IN

G P

A R

T

IA

L R

O O

F R

E P

L A

C E

M E

N T

M O N

TA

G U E

S T

(S

.H

N O

C O

N A

T

X

M O N

TA

G U E

C O

U N

T Y

W

IC

H

IT

A F

A L L S

D

IS

T R

IC

T

ROOFING DETAILS (CONT.)

CHECKED BY: AT

3" = 1'-0"

DOWNSPOUT BOTTOM DET.

3" = 1'-0"

METAL EDGE @ EXPANSION JOINT DET.

3" = 1'-0"

GUTTER @ EXPANSION JOINT DET.

3" = 1'-0"

CONCRETE SPLASHBLOCK DETAIL