ESBD_528064_1781646590095_04 - Plans.pdf

LOCATION MAP (NTS) PROJECT AERIAL (NTS)

BUILDING ENVELOPE IMPROVEMENTS PROJECT

CODE DATA

THE PROJECT CONSISTS OF BUILDING ENVELOPE

IMPROVEMENTS AS PER THESE DRAWINGS AND

SPECIFICATIONS.

BASE BID: REMOVE & REPLACE ROOF

ALTERNATE NO. 1: REMOVE & REPLACE EXTERIOR DOORS

& WINDOWS

ALTERNATE NO. 2: REMOVE & REPLACE EXTERIOR CMU

MASONRY COATING

ALTERNATE NO. 3: REMOVE & REPLACE METAL R-PANEL

ROOF ON SHED (AREA "M1")

CLASSIFICATION OF WORK : BUILDING ENVELOPE IMPROVEMENTS

BUILDING SIZE: 7,116 SQ FT±

THESE RENOVATIONS WILL NOT CHANGE THE OCCUPANCY GROUP OR

CONSTRUCTION TYPE WITHIN THE EXISTING BUILDING, OR DO THEY

CHANGE THE SQUARE FOOTAGE CONDITIONED NOR OCCUPIED SPACES.

GENERAL

G1.01____________________COVER & INDEX

ENGINEERING / ROOFING

R1.01____________________ SITE PLAN

R1.02____________________ ROOF PLAN

R1.03____________________ EXTERIOR ELEVATIONS & SCHEDULES

R2.01____________________ DETAILS

JURISDICTION: CITY OF LUBBOCK, LUBBOCK COUNTY, TEXAS

2021 INTERNATIONAL ENERGY CONSERVATION CODE

2021 INTERNATIONAL BUILDING CODE

2021 INTERNATIONAL PLUMBING CODE

2021 INTERNATIONAL MECHANICAL CODE

2020 NATIONAL ELECTRICAL CODE

2021 EXISTING BUILDING CODE

PROJECT SUMMARY BUILDING CLASSIFICATION

TRAFFIC / STREET SIGNS MAINTENANCE BUILDING

TRAFFIC & STREET SIGNS MAINTENANCE FACILITY

LUBBOCK, TEXAS

INDEX OF SHEETS

N

ENGINEERING & BUILDING

SCIENCE COMPANY, INC.

F-21802

4203 N. CR 1765 LUBBOCK, TX 79401

THIS DOCUMENT AND ITS CONTENTS ARE

THE INTELLECTUAL PROPERTY OF KWA

ENGINEERING & BUILDING SCIENCE CO., INC.

(KWA) AND ARE SAFEGUARDED BY THE

FEDERAL COPYRIGHT ACT. IN NO EVENT

SHALL THE CLIENT, CONTRACTOR, OR ANY

OTHER ENTITY COPY OR USE ANY PART

OF IT FOR ANY OTHER PURPOSE OR IN

RELATION TO ANY PROJECT OTHER THAN

THE PROJECT FOR WHICH IT WAS ISSUED

WITHOUT THE PRIOR WRITTEN CONSENT

OF KWA AND THE PROFESSIONAL

ENGINEER OR ARCHITECT WHOSE SIGNED

AND DATED SEAL IT BEARS.

COVER & INDEX

DATE:

KWA FILE NO.:

REVISIONS:

# DATE DESCRIPTION

G1.01

MAY-28-2026

10007-25-13

5/28/26

TRAFFIC / STREET SIGNS MAINTENANCE BUILDING

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ISSUE SET: PERMIT + BID

DATE : 05/28/2026

THIS DOCUMENT AND ITS CONTENTS ARE

THE INTELLECTUAL PROPERTY OF KWA

ENGINEERING & BUILDING SCIENCE CO., INC.

(KWA) AND ARE SAFEGUARDED BY THE

FEDERAL COPYRIGHT ACT. IN NO EVENT

SHALL THE CLIENT, CONTRACTOR, OR ANY

OTHER ENTITY COPY OR USE ANY PART

OF IT FOR ANY OTHER PURPOSE OR IN

RELATION TO ANY PROJECT OTHER THAN

THE PROJECT FOR WHICH IT WAS ISSUED

WITHOUT THE PRIOR WRITTEN CONSENT

OF KWA AND THE PROFESSIONAL

ENGINEER OR ARCHITECT WHOSE SIGNED

AND DATED SEAL IT BEARS.

DATE:

R1.01

5/28/26

SITE PLAN

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KWA FILE NO.: 10007-25-13

ENGINEERING & BUILDING

SCIENCE COMPANY, INC.

F-21802

4203 N. CR 1765 LUBBOCK, TX 79401

N

ROOF AREA

"A"

ROOF AREA

"B" ROOF AREA

"C"

ROOF AREA

"D"

ROOF AREA

"M1"

REVISIONS:

# DATE DESCRIPTION

MAY-28-2026

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

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THIS DOCUMENT AND ITS CONTENTS ARE

THE INTELLECTUAL PROPERTY OF KWA

ENGINEERING & BUILDING SCIENCE CO., INC.

(KWA) AND ARE SAFEGUARDED BY THE

FEDERAL COPYRIGHT ACT. IN NO EVENT

SHALL THE CLIENT, CONTRACTOR, OR ANY

OTHER ENTITY COPY OR USE ANY PART

OF IT FOR ANY OTHER PURPOSE OR IN

RELATION TO ANY PROJECT OTHER THAN

THE PROJECT FOR WHICH IT WAS ISSUED

WITHOUT THE PRIOR WRITTEN CONSENT

OF KWA AND THE PROFESSIONAL

ENGINEER OR ARCHITECT WHOSE SIGNED

AND DATED SEAL IT BEARS.

DATE:

R1.02

5/28/26

ROOF PLAN

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KWA FILE NO.: 10007-25-13

ENGINEERING & BUILDING

SCIENCE COMPANY, INC.

F-21802

4203 N. CR 1765 LUBBOCK, TX 79401

N X / Y

HVAC UNIT

ROOF LEGEND

MECHANICAL VENT

CURB

ROOF HATCH

ROOF DRAIN

OVERFLOW ROOF

DRAIN

PLUMBING VENT

PITCH PAN

SKY LIGHT

ANTENNA

SATELLITE DISH

HOT STACK OR

HEATER VENT

MECHANICAL EQUIP.

ON STANDS

VENT STACK

THROUGH WALL

SCUPPER

OVER FLOW

SCUPPER

ABANDONED CURB

DUCT PENETRATION

GOOSENECK

LADDER

ROOF DRAIN +

OVERFLOW DRAIN

MECHANICAL WALL

PERIMETER SAFETY

GUARDRAIL

-DS-

DOWN SPROUT

GAS LINE

CONDUIT LINE

-RW-

RISE WALL

-ME-

METAL EDGE

-ME/G-

METAL EDGE/

GUTTER

-RME-

RAISED METAL

EDGE

-EJ-

EXPANSION JOINT

-RWEJ-

RISE WALL

EXPANSION JOINT

PARAPET WALL

NOT IN CONTRACT

R2.01

R2.01

R2.01

R2.01

R2.01

R2.01

R2.01

R2.01

R2.01

R2.01

R2.01

R2.01

R2.01

R2.01

R2.01

R2.01

R2.01

R2.01

R2.01

ME / G

ME / G

ME / G

RW

RW RW

EJ EJ

ME

ME

ME ME

ME

ME

ME

ME

RW

ME

ME

ME

R2.01

R2.01

ME

R2.01

R2.01

ROOF AREA

"A"

ROOF AREA

"B"

ROOF AREA

"C"

ROOF AREA

"D"

PROVIDE ROOF OVERLAY ROOFING SYSTEM

PROVIDE PRE-FINISHED METAL EDGE

PROVIDE PRE-FINISHED METAL GUTTER AND DOWNSPOUT

PROVIDE NEW ROLLER SUPPORTS FOR EXISTING PIPING ABOVE ROOF, REFER TO 7/R2.01

PROVIDE ROOF TO RISE WALL EXPANSION JOINT FLASHING AS DETAILED

RELOCATE OR OFFSET EXISTING ELECTRICAL SERVICE AWAY FROM BUILDING FASCIA

REMOVE AND REPLACE EXISTING R PANEL ROOFING SYSTEM ON SHED

GENERAL NOTES

A CONTRACTOR SHALL VERIFY ALL DIMENSIONS & EXAMINE ALL EXISTING SITE CONDITIONS

PRIOR TO COMMENCEMENT OF WORK AND IMMEDIATELY REPORT ANY QUESTIONABLE OR

CONFLICTING CONDITIONS.

B ALL PROSPECTIVE BIDDERS SHALL VISIT THE PROJECT SITE AND THOROUGHLY FAMILIARIZE

THEMSELVES WITH CONDITIONS AND FACTORS THAT MAY AFFECT THEIR BIDS.

C FIELD MEASUREMENTS ARE REQUIRED FOR BIDDING PURPOSES.

D IF DISCREPANCIES APPEAR BETWEEN THE DRAWINGS AND THE SPECIFICATIONS, THE

HIGHER QUALITY, QUANTITY, AND PRICE SHALL SUPERSEDE.

E THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL BECOME FAMILIAR WITH THE

PROJECT AND THE ON-SITE / OFF-SITE CONDITIONS PRIOR TO BIDDING OR COMMENCING

WORK.

F CONTRACTOR IS RESPONSIBLE FOR THE SAFETY, ACTIONS AND CONDUCT OF HIS

EMPLOYEES AND HIS SUBCONTRACTORS EMPLOYEES WHILE IN THE PROJECT AREA.

ADJACENT AREAS AND IN THE BUILDING AND ITS VICINITY.

G PROTECT ALL EXISTING STRUCTURES, UTILITIES, PAVING, SIDEWALKS, LANDSCAPING, ETC.

AS REQUIRED; THE CONTRACTOR IS SOLELY RESPONSIBLE TO REPAIR OR REPLACE ANY

DAMAGE CAUSED BY CONSTRUCTION ACTIVITIES WITHOUT ADDITIONAL COMPENSATION;

PROVIDE PHOTOGRAPHIC DOCUMENTATION OF ANY PRE-EXISTING DAMAGE PRIOR TO

COMMENCEMENT OF WORK.

H PROVIDE ALL NECESSARY SIGNS & BARRICADES FOR PROTECTION OF THE WORK AND FOR

PUBLIC SAFETY.

I CONSTRUCTION DEBRIS FROM THIS PROJECT BECOMES PROPERTY OF THE CONTRACTOR

AND MUST BE PROPERLY DISPOSED OFF-SITE, UNLESS NOTED OTHERWISE.

J PERFORM WORK IN SUCH A MANNER TO MINIMIZE IMPACT TO ADJACENT FACILITIES,

STRUCTURES & IMPROVEMENTS.

K ALL WOOD BLOCKING AT ROOF EDGES ARE TO BE FABRICATED FROM CONT. 2X6

FIRE-RETARDANT TREATED WOOD BOARDS. PROVIDE LARGER 2X FIRE-RETARDANT

TREATED WOOD AS REQUIRED PER DIMENSIONED DETAIL OR AS FIELD CONDITIONS

DICTATE. ALL COPING TO BE MINIMUM SLOPE TOWARD THE INTERIOR.

L HEIGHT OF ALL NAILERS SHALL BE FLUSH WITH NEW INSULATION THICKNESS.

M ALL VERTICAL MEMBRANE FLASHING SHALL BE MECHANICALLY FASTENED AND INSTALLED

WITH NEW METAL COUNTER FLASHING UTILIZING A CONTINUOUS CLIP. SLIDE METAL COVER

PLATE DOWN OVER VERTICAL CLIP AND SEAL.

N ALL THROUGH WALL FLASHING SYSTEMS TO ACCOMMODATE 8" MINIMUM FLASHING HEIGHT

FROM FINISHED ROOF SURFACE. PROVIDE END DAMS AS CONDITIONS ALLOW. ALL FLASHING

TO HAVE 4" LAP MINIMUM AND / OR STEP.

O ANY CRACKS OR VOIDS IN RISE WALLS ABOVE COUNTER FLASHING SHALL BE REPAIRED

WITH COMPATIBLE SEALANT.

P CRICKETS / SADDLES SHALL BE TWICE THE ADJACENT ROOF SLOPE.

Q PROVIDE TAPERED CRICKETS ON HIGH SIDE OF CURBED PENETRATIONS AS REQUIRED TO

DIRECT DRAINAGE AROUND PENETRATION.

R ROOF SLOPES SHOWN ARE SCHEMATIC AND INDICATE DESIGN INTENT ONLY. TAPERED

INSULATION IS ILLUSTRATED DIAGRAMMATICALLY AND IS NOT TO SCALE. PROVIDE TAPERED

INSULATION AS REQUIRED TO ACHIEVE POSITIVE DRAINAGE TO ALL ROOF DRAINS AND

OVERFLOW SCUPPERS. VERIFY INSULATION LAYOUT, THICKNESSES, AND SLOPES IN SHOP

DRAWINGS PRIOR TO INSTALLATION.

S CONTRACTOR SHALL VERIFY OPERATIONAL STATUS OF ROOF TOP EQUIPMENT W/ OWNER

PRIOR TO COMMENCING WITH THE WORK.

T ABANDONED EQUIPMENT AND CURBS SHALL BE REMOVED FROM THE BUILDING, AND

PROPERLY DISPOSED. REPAIR DECKING AT ABANDONED PENETRATIONS. (NOT SCHEDULED

ON DRAWINGS FOR REMOVAL) PER UNIT PRICING, DETAILS AND SPECIFICATIONS.

U EXISTING GAS, CONDENSATE, ELECTRICAL, HYDRONIC PIPING, ETC. SHALL BE

DISCONNECTED, RAISED AND RECONNECTED AS REQUIRED TO ACCOMMODATE NEW ROOF

SYSTEM THICKNESS AND MEMBRANE FLASHING HEIGHT REQUIREMENTS. COORDINATE

LOCATIONS TO PREVENT CONFLICT WITH MECHANICAL UNIT SERVICE.

V ALL EQUIPMENT CURBS TO BE RAISED AS NECESSARY TO MAINTAIN 10" MINIMUM HEIGHT

ABOVE FINISHED ROOF SURFACE.

W EXISTING ROOFTOP EQUIPMENT SHALL BE DISCONNECTED RAISED AND RECONNECTED AS

REQUIRED TO PROVIDE MEMBRANE BASE FLASHING HEIGHTS SPECIFIED.

X EXISTING EQUIPMENT SUPPORT CURBS INSTALLED PERPENDICULAR TO ROOF/DRAINAGE

SLOPE SHALL BE ROTATED PARALLEL TO THE ROOF SLOPE TO PROVIDE POSITIVE

DRAINAGE DISCONNECT, MODIFY / REROUTE PIPING / CONDUIT AS REQUIRE TO RELOCATE

UNITS AND ELECTRICAL DISCONNECT BOXES.

Y ALL PITCH PANS SHALL BE SOLDERED AND RECEIVE EITHER MECHANICALLY ATTACHED

GOOSENECK OR METAL BONNETS. METAL BONNETS SHALL BE SECURED WITH CLAMPING

RING AND SEALANT. SPECIAL CARE GIVEN TO WASH ALL METAL PRIOR TO INSTALLATION.

Z ALL INFIELD EXPANSION JOINTS SHALL HAVE LOW SLOPED STANDING SEAM JOINTS AND

SHALL BE CHAMFERED AT TERMINATION AT ROOF EDGE TO MEET PROFILE OF PERIMETER.

AA PRIME AND PAINT GAS LINES, COLOR AS SELECTED BY OWNER.

BB REMOVE AND REINSTALL EXISTING BUILDING LIGHTNING PROTECTION AS REQUIRED;

ENSURE A FULLY FUNCTIONING SYSTEM.

NTSNTS

R2.01

R2.01

DS

DSDS

DSDSDS

SL

O

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O

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O

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SL

O

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O

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SL

O

PE

SL

O

PE

SL

O

PE

KEYED NOTES DESIGNATED BY AND

ROOF PLAN NOTES

EXISTING ROOF ASSEMBLY SCHEDULE NEW ROOF ASSEMBLY SCHEDULE

EXISTING 2-PLY

MODIFIED BITUMEN

EXISTING TAPERED

PERLITE INSULATION

EXISTING 2"

POLYISOCYANURATE

INSULATION

EXISTING METAL

DECK

EXISTING 2-PLY

MODIFIED BITUMEN

EXISTING TAPERED

PERLITE INSULATION

EXISTING 2"

POLYISOCYANURATE

INSULATION

EXISTING METAL

DECK

NEW COVERBOARD

AS SPECIFIED

NEW 80-MIL

FLEECEBACK

THERMOPLASTIC

MEMBRANE

EXISTING 2-PLY

MODIFIED BITUMEN

EXISTING 3/4" PERLITE

INSULATION

EXISTING 2"

POLYISOCYANURATE

INSULATION

EXISTING METAL

DECK

EXISTING 2-PLY

MODIFIED BITUMEN

EXISTING 3/4" PERLITE

INSULATION

EXISTING 2"

POLYISOCYANURATE

INSULATION

EXISTING METAL

DECK

NEW COVERBOARD

AS SPECIFIED

NEW 80-MIL

FLEECEBACK

THERMOPLASTIC

MEMBRANE

EXISTING 2-PLY

MODIFIED BITUMEN

EXISTING 3/4" PERLITE

INSULATION

EXISTING METAL

DECK

EXISTING 2-PLY

MODIFIED BITUMEN

EXISTING 3/4" PERLITE

INSULATION

EXISTING METAL

DECK

NEW COVERBOARD

AS SPECIFIED

NEW 80-MIL

FLEECEBACK

THERMOPLASTIC

MEMBRANE

AREAS: A & D

AREA: B

AREA: C

AREAS: A & D

AREA: B

AREA: C

ROOF PLAN - AREAS "A", "B", "C" & "D"

ROOF AREA

"M1"

R-PANEL SHED

DS

DS

REVISIONS:

# DATE DESCRIPTION

MAY-28-2026

T R A F F I C M A I N T E N A N C E B L D G 2

TRAFFIC SIGNALS

6 64

1 1

8 51

0' - 0"

A A A A A A A A

B B

4 3 2 1

7 6

10 5

10' - 8" (VERIFY)

13' - 0" (VERIFY)

17'-3" (VERIFY) 23'-10" (VERIFY) 30'-7" (VERIFY)

71'-8" (VERIFY)

10' - 8" (VERIFY)

54'-2" (VERIFY) 73'-10" (VERIFY) 38'-6" (VERIFY)

166'-6" (VERIFY)

0' - 0"

12' - 2" (VERIFY)

13' - 0" (VERIFY)

13' - 0" (VERIFY)

27'-1" (VERIFY) 25'-8" (VERIFY) 18'-11" (VERIFY)

71'-8" (VERIFY)

0' - 0"

12' - 0" (VERIFY)

14' - 0" (VERIFY)

11' - 4" (VERIFY)

38'-7" (VERIFY) 46'-11" (VERIFY) 54'-2" (VERIFY)

166'-6" (VERIFY)

26'-10" (VERIFY)

0' - 0"

10' - 8" (VERIFY)10' - 8" (VERIFY)

13' - 0" (VERIFY)

14' - 0" (VERIFY)

15B/R2.01

15A/R2.01

15C/R2.01

15B/R2.01 O.H.

15B/R2.01

15A/R2.01

15C/R2.01

15B/R2.01 O.H.

ELEVATIONS

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KWA FILE NO.: 10007-25-13

ENGINEERING & BUILDING

SCIENCE COMPANY, INC.

F-21802

4203 N. CR 1765 LUBBOCK, TX 79401

N

THIS DOCUMENT AND ITS CONTENTS ARE

THE INTELLECTUAL PROPERTY OF KWA

ENGINEERING & BUILDING SCIENCE CO., INC.

(KWA) AND ARE SAFEGUARDED BY THE

FEDERAL COPYRIGHT ACT. IN NO EVENT

SHALL THE CLIENT, CONTRACTOR, OR ANY

OTHER ENTITY COPY OR USE ANY PART

OF IT FOR ANY OTHER PURPOSE OR IN

RELATION TO ANY PROJECT OTHER THAN

THE PROJECT FOR WHICH IT WAS ISSUED

WITHOUT THE PRIOR WRITTEN CONSENT

OF KWA AND THE PROFESSIONAL

ENGINEER OR ARCHITECT WHOSE SIGNED

AND DATED SEAL IT BEARS.

DATE:

R1.03

5/28/26

X / Y

GENERAL NOTES

A VERIFY ALL DIMENSIONS & EXAMINE ALL EXISTING SITE

CONDITIONS PRIOR TO COMMENCEMENT OF WORK AND

IMMEDIATELY REPORT ANY QUESTIONABLE OR

CONFLICTING CONDITIONS TO THE ARCHITECT AT

806-775-2368

B THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS,

METHODS, TECHNIQUES & SAFETY PRECAUTION PROGRAMS

RELATING IN ANY WAY TO THE CONDITIONS OF THE

PREMISES

C PROTECT ALL EXISTING STRUCTURES, UTILITIES, PAVING,

SIDEWALKS, LANDSCAPING, ETC. AS REQUIRED; THE

CONTRACTOR IS SOLELY RESPONSIBLE TO REPAIR OR

REPLACE ANY DAMAGE CAUSED BY CONSTRUCTION

ACTIVITIES WITHOUT ADDITIONAL COMPENSATION; PROVIDE

PHOTOGRAPHIC DOCUMENTATION OF ANY PRE-EXISTING

DAMAGE PRIOR TO COMMENCEMENT OF WORK

D PROVIDE ALL NECESSARY SIGNS & BARRICADES FOR

PROTECTION OF THE WORK AND FOR PUBLIC SAFETY

E PROTECT ALL EXISTING INTERIOR FINISHES, EQUIPMENT,

CONSTRUCTION, ETC. TO REMAIN

F CONSTRUCTION DEBRIS FROM THIS PROJECT BECOMES

PROPERTY OF THE CONTRACTOR AND MUST BE PROPERLY

DISPOSED OFF-SITE, UNLESS NOTED OTHERWISE

G PERFORM WORK IN SUCH A MANNER TO MINIMIZE IMPACT

TO ADJACENT FACILITIES, STRUCTURES & IMPROVEMENTS

H REMOVE ALL ITEMS SHOWN DASHED, INCLUDING BUT NOT

LIMITED TO, PLUMBING, MECHANICAL & ELECTRICAL ITEMS;

RELOCATE ANY ITEMS SPECIFICALLY NOTED; RETURN

SALVAGEABLE ITEMS TO OWNER

I PATCH/REPAIR ALL EXISTING SUBSTRATES AT DEMOLITION

ACTIVITY AS REQUIRED, TO RECEIVE NEW FINISHES

KEYED NOTES DESIGNATED BY AND

EXISTING BUILDING SIGNAGE, LIGHT FIXTURES, AND

ELECTRICAL BOXES TO REMAIN, PROTECT AS REQUIRED

EXISTING STEEL BOLLARD TO REMAIN, PAINT

EXISTING INTAKE LOUVER TO REMAIN, PAINT

EXISTING EQUIPMENT TO REMAIN

REMOVE & REPLACE EXISTING STORAGE RACK, BY OWNER

REMOVE & REPLACE EXISTING GUTTERS, DOWNSPOUTS

AND METAL EDGE

REMOVE & REPLACE EXISTING HVAC EVAPORATIVE UNIT

HOUSING WITH PRE-FINISHED, INSULATED METAL,

RE-INSTALL UNIT

REWORK EXISTING BUILDING ELECTRICAL SERVICE TO

AVOID CONFLICT WITH ROOF METAL EDGE

EXISTING SHED TO REMAIN, PAINT

REMOVE EXISTING ROOF TOP EXHAUST FAN, CAP CURB

WEATHERTIGHT

WINDOW AND DOOR DEMOLITION, ASBESTOS ABATEMENT

AND TEMPORARY CONSTRUCTION UNDER SEPARATE

CONTRACT, TYPICAL; COORDINATE NEW WINDOW AND

DOOR INSTALLATION WITH ABATEMENT CONTRACTOR.

ELEVATION NOTES

NTSNTS

EAST ELEVATION

NTSNTS

NORTH ELEVATION

NTSNTS

WEST ELEVATION

NTSNTS

SOUTH ELEVATION

REVISIONS:

# DATE DESCRIPTION

MAY-28-2026

ISSUE SET: PERMIT + BID

DATE : 05/28/2026

AutoCAD SHX Text

DOOR TYPE ELEVATIONS

AutoCAD SHX Text A

AutoCAD SHX Text

FLUSH DOOR

AutoCAD SHX Text

DOOR FRAME TYPE ELEVATIONS

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2" HOLLOW METAL FRAME

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OVERHEAD COILING DOOR

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WINDOW FRAME ELEVATIONS

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DOOR SCHEDULE

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DOOR

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DETAILS

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HARDWARE SET

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REMARKS

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TYPE

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HEAD

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NOTES:

AutoCAD SHX Text 1 DOOR SIZE: (WxH) DOOR SIZE INDICATED IS NOMINAL. DOOR SIZE: (WxH) DOOR SIZE INDICATED IS NOMINAL. (WxH) DOOR SIZE INDICATED IS NOMINAL. (WxH) DOOR SIZE INDICATED IS NOMINAL. REDUCTION SHALL BE MADE FOR THRESHOLD & EDGE CLEARANCES. ALL DOORS ARE 1 " THICK UNLESS 34" THICK UNLESS INDICATED OTHERWISE. 2 DOOR TYPE: REFER TO DOOR TYPE ELEVATIONS DOOR TYPE: REFER TO DOOR TYPE ELEVATIONS REFER TO DOOR TYPE ELEVATIONS 3 DOOR CONSTRUCTION: DOOR CONSTRUCTION: AL - ALUMINUM - ALUMINUM ALUMINUM HM - HOLLOW METAL DOOR - HOLLOW METAL DOOR HOLLOW METAL DOOR ST - STEEL DOOR - STEEL DOOR STEEL DOOR VNYL - VINYL COVERED DOOR - VINYL COVERED DOOR VINYL COVERED DOOR HCPF - HOLLOW CORE WOOD DR, PAINT FINISH - HOLLOW CORE WOOD DR, PAINT FINISH HOLLOW CORE WOOD DR, PAINT FINISH HCTF - HOLLOW CORE WOOD DR, TRANSPARENT FINISH - HOLLOW CORE WOOD DR, TRANSPARENT FINISH HOLLOW CORE WOOD DR, TRANSPARENT FINISH SCLP - SOLID CORE WOOD DR, LAMINATED PLASTIC - SOLID CORE WOOD DR, LAMINATED PLASTIC SOLID CORE WOOD DR, LAMINATED PLASTIC VENEER SCPF - SOLID CORE WOOD DR, PAINT FINISH - SOLID CORE WOOD DR, PAINT FINISH SOLID CORE WOOD DR, PAINT FINISH SCTF - SOLID CORE WOOD DR, TRANSPARENT FINISH - SOLID CORE WOOD DR, TRANSPARENT FINISH SOLID CORE WOOD DR, TRANSPARENT FINISH 4 FRAME SIZE: SIZE INDICATED IS OVERALL FRAME DEPTH, FRAME SIZE: SIZE INDICATED IS OVERALL FRAME DEPTH, SIZE INDICATED IS OVERALL FRAME DEPTH, REFER TO DETAILS FOR PROFILE 5 FRAME TYPE: REFER TO DOOR FRAME TYPE ELEVATIONS FRAME TYPE: REFER TO DOOR FRAME TYPE ELEVATIONS REFER TO DOOR FRAME TYPE ELEVATIONS 6 FRAME CONST: AL - ALUMINUM FRAME CONST: AL - ALUMINUM AL - ALUMINUM - ALUMINUM HM - HOLLOW METAL - HOLLOW METAL ST - STEEL - STEEL WDPF - WOOD, PAINT FINISH - WOOD, PAINT FINISH WDTF - WOOD, TRANSPARENT FINISH - WOOD, TRANSPARENT FINISH 7 DETAILS: NUMBERS SHOWN ARE DETAIL & SHEET NUMBER DETAILS: NUMBERS SHOWN ARE DETAIL & SHEET NUMBER NUMBERS SHOWN ARE DETAIL & SHEET NUMBER EX.: 4/R2.01 = DETAIL 4, SHEET R2.01 8 HARDWARE SET: REFER TO DOOR HARDWARE HARDWARE SET: REFER TO DOOR HARDWARE REFER TO DOOR HARDWARE SCHEDULE 9 REMARKS: GLASS: REMARKS: GLASS: GLASS: G1 - " CLEAR, TEMPERED GLASS - " CLEAR, TEMPERED GLASS 14" CLEAR, TEMPERED GLASS G2 - " WIRED GLASS - " WIRED GLASS 14" WIRED GLASS U.L. RATING: H1 - 20 MINUTE DOOR AND FRAME - 20 MINUTE DOOR AND FRAME H2 - 1 HOUR DOOR AND FRAME - 1 HOUR DOOR AND FRAME H3 - 1 HOUR DOOR AND FRAME - 1 HOUR DOOR AND FRAME 12 HOUR DOOR AND FRAME H4 - 3 HOUR DOOR AND FRAME- 3 HOUR DOOR AND FRAME

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MEMBRANE-COATED PERIMETER

EDGE-METAL FLASHING

HOT-AIR-WELDED SEAM

EXTENDED FIELD SHEET

2 X 6 MIN. WOOD NAILER

ATTACHED TO SUBSTRATE¾

OVERALL THICKNESS TO

MATCH INSULATION

HOT-AIR-WELDED

MEMBRANE FLASHING

APPROX. 3"

WOOD NAILER AND

SHEET-METAL CLOSURE

BONDING

ADHESIVE

SEALANT

NOT TO SCALE

DRAINING PERIMETER EDGE METAL WITH MEBRANE COATING1

OPTIONAL: CONTINOUS

SEALANT

WOOD

NAILERS

THERMOPLASTIC

ROOF MEMBRANE

FASTENERS 3'' to 6'' [75 to 150 mm] O.C.

STAGGER

SEALANT (IF REQUIRED

FOR THE SPECIFIC

SYSTEM)

ROOF

DECK

MIN.

1/2''

OPTIONAL:

STIFFENING BAR

OPTIONAL: GUTTER

BRACKET SUPPORT

SHEET METAL

GUTTER. THE FRONT

OF THE GUTTER

SHOULD BE A MIN. 1''

[25 mm] LOWER THAN

THE BACK TO ALLOW

OVERFLOW

GUTTER SPACERS

INSTALLED BETWEEN

GUTTER BRACKETS

SHEET METAL OR

MEMBRANE COATED

METAL EDGE

FLASHING WITH 3''

[75 mm] FLANGE (AS

REQ'D FOR SPECIFIC

SYSTEM) OPTIONAL:

DRAINAGE BAR TO

RETAIN BALLAST

FLASHING MEMBRANE

2''MIN.

OPTION:

NOT TO SCALE

GUTTER2

SEALING MATERIAL

SEAM PLATES AND

FASTENERS

WOOD CURB

2 X 6 MIN. WOOD

NAILER ATTACHED TO

SUBSTRATE¾OVERALL

THICKNESS TO MATCH

INSULATION

FL

A

S H

IN

G

H E

IG

H

T 8'

' M

IN

IM

U

M

HOT-AIR-WELDED SEAM

BONDING ADHESIVE

SEALANT (IF REQUIRED FOR

THE SPECIFIC SYSTEM)

GASKETED FASTENERS¾MIN.

TWO FASTENERS PER SIDE

ROOFTOP EQUIPMENT

FRAME

SECTION

FLASHING MEMBRANE

WOOD CURB

FLASHING RECEIVER

1'' MINIMUM BELOW

TOP OF CURB

SEALING MATERIAL¾

MUST BE CONTINUOUS ON

TOP OF THE CURB

FASTENERS

COUNTERFLASHING

BASE OF UNIT EXTENDS 1/2''

MINIMUM BEYOND TOP OF

CURB

MECHANICAL UNIT, HOOD, ETC.

SHEET-METAL RECEIVER

WITH REMOVABLE

COUNTERFLASHING

ADHERED MEMBRANE

FLASHING

PREFABRICATED CORNER

FLASHING PIECE AT EACH

CORNER

NOT TO SCALE

BASE FLASHING AT WOOD CURB3

FLASHING

CONT. CLEAT

REMOVABLE SHEET METAL

COUNTERFLASHING

REGLET RECIVER

FASTENERS APPROX. 24"

O.C.

HEAD OF CANT STRIP

ROOF DECK

THERMAL INSUL.

COVERBOARD FIELD SHEET

8"

BASE SHEET AS REQUIRED

FASTENED APPROX. 8" O.C.

SEALENT

METAL PANEL SYSTEM

EXTEND MEMBRANE SHEET TO

OVERLAY METAL CLOSURE

COVERBOARD

EXISTING

THERMAL

INSULATION

ROOF DECK

WOOD NAILERS

CONTINUOUS 22 GA. CLEAT

FLEXIBLE MEMBRANE CLOSURE

8" CLAD METAL EDGE FLASHING

FASTENERS AT APPROX. 3" O.C.

STAGGERED

FIELD SHEET

STRIP IN PLY-HEAT WELDED TO

CLAD METAL

PREFINISHED METAL 24 GA.

4" FR PLYWOOD

NOT TO SCALE

BASE FLASHING UNDER ROOF EDGE4

2 x 6 MIN. WOOD NAILER

ATTACHED TO SUBSTRATE¾

OVERALL THICKNESS TO

MATCH INSULATION

TOP OF CURB TO

DRAIN TO ONE SIDE

COMPRESSIBLE

INSULATION

FLEXIBLE LINER TO SERVE AS

INSULATION RETAINER

(ATTACHED TO TOP OF CURB)

FL

A

S H

IN

G

H E

IG

H

T 8'

' M

IN

IM

U

M

O N

L O

W S

ID

E

SEAM PLATES AND

FASTENERS

SEALANT (IF REQUIRED FOR

THE SPECIFIC SYSTEM)

ADHERED MEMBRANE

FLASHING

FLEXIBLE WEATHERPROOF

MEMBRANE CLOSURE

SHEET-METAL EXPANSION JOINT

COVER WITH T-TYPE CLEAT

SLOPE

HOT-AIR-WELDED SEAM

BONDING ADHESIVE

NOT TO SCALE

BASE FLASHING AT EXPANSION JOINT WITH METAL COVER5

WOOD NAILER

MULTIPLE-PLY MEMBRANE

BASE FLASHING

THERMAL INSULATION

COVERBOARD INSULATION

MULTIPLE-PLY BUILT-UP

ROOF MEMBRANE

ROOF DECK

FASTENERS APPROX. 8''

[200 mm] O.C.

GASKETED FASTENERS

MINIMUM TWO FASTENERS

PER SIDE

[100 mm]

APPROX. 4''

METAL CAP

PEAL AND STICK MEMBRANE

4" FR TREATED PLYWOOD

GYPSUM SHEATHING

4" FR TREATED

PLYWOOD

INSULATION R-30

PREMANUFACTURED

MEMBRANE FLASHING

INSTALL SEALANT OR

SEALANT TAPE

BETWEEN PIPE AND

PREMANUFACTURED

MEMBRANE FLASHING

PLUMBING VENT STACK

DRAWBAND

SEALANT

HOT-AIR-WELDED SEAM

BASE MEMBRANE

ATTACHMENT AS

REQUIRED FOR

SPECIFIC SYSTEM¾

SEE NOTE 3

MEMBRANE-COATED METAL

PENETRATION POCKET¾

NONSHRINK

GROUT

HOT-AIR-WELDED

MEMBRANE FLASHING

SEALANT (IF REQUIRED FOR

THE SPECIFIC SYSTEM)

SHEET-METAL RAIN COLLAR

OVERLAPPING PENETRATION

POCKET WITH APPROPRIATE

SEALANT (E.G.,

POLYURETHANE) AND

DRAWBAND

HOT-AIR-WELDED SEAM

VERIFY DEPTH

WITH SEALANT

MANUFACTURER

CROWN POURABLE

SEALANT

NOT TO SCALE

PLUMBING VENT [PREMANUFACTURED BOOT]8NOT TO SCALE

MEMBRANE-COATED METAL PENETRATION POCKET - SINGLE PENETRATION9

BASE FLASHING AT MEMBRANE-COATED SHEET-METAL HOOD FOR

PIPING THROUGH ROOF DECK

REMOVEABLE

WEATHERPROOF

SHEET-METAL PIPE

PENETRATION HOOD

SET FLANGE IN SEALANT

2 X 6 MIN. WOOD NAILER

ATTACHED TO SUBSTRATE¾

OVERALL THICKNESS TO MATCH

INSULATION

SLOPE PIPES DOWN

AND AWAY FROM

HOOD

MEMBRANE-COATED

SHEET-METAL ENCLOSURE

HOT-AIR-WELDED

MEMBRANE FLASHING

(EXTENDED APPROX.

3" BEYOND FLANGE)

INSULATE VOID (NOT

SHOWN FOR CLARITY)

MIN. TWO

FASTENERS PER SIDE

NOT TO SCALE10

WIDTH - S

EE TABLE

SEE TABLE

HEIGHT-

STRUCTURAL FRAME

SEE DETAIL TP-11 FOR

FLASHING OF

SUPPORT LEGS

ROUND PIPE COLUMN

NOT TO SCALE

EQUIPMENT SUPPORT STAND11

NOT TO SCALE

CAPPED ABANDONED CURB6NOT TO SCALE

PIPE SUPPORT7

TPO ROLLER

NOT TO SCALE

HEAD DETAIL12NOT TO SCALE

JAMB DETAIL13NOT TO SCALE

SILL DETAIL14NOT TO SCALE

WINDOW DETAILS15

CONTINOUS

WET SEAL

EXISTING CMU

CONSTRUCTION

DOOR AS

SCHEDULED

FRAME AS

SCHEDULED

DOOR AS

SCHEDULED

FRAME AS

SCHEDULED

CONTINOUS

WET SEAL

EXISTING CMU

CONSTRUCTION

DOOR AS

SCHEDULED

ALUMINUM

THRESHOLD,

SET IN MASTIC

EXPANSION

ANCHORS

EXISTING CMU

CONSTRUCTION

7/

8" 3/

8" M

O

7/ 8"

3/ 8"

M O

1 7/8"3/8"

MO

THIS DOCUMENT AND ITS CONTENTS ARE

THE INTELLECTUAL PROPERTY OF KWA

ENGINEERING & BUILDING SCIENCE CO., INC.

(KWA) AND ARE SAFEGUARDED BY THE

FEDERAL COPYRIGHT ACT. IN NO EVENT

SHALL THE CLIENT, CONTRACTOR, OR ANY

OTHER ENTITY COPY OR USE ANY PART

OF IT FOR ANY OTHER PURPOSE OR IN

RELATION TO ANY PROJECT OTHER THAN

THE PROJECT FOR WHICH IT WAS ISSUED

WITHOUT THE PRIOR WRITTEN CONSENT

OF KWA AND THE PROFESSIONAL

ENGINEER OR ARCHITECT WHOSE SIGNED

AND DATED SEAL IT BEARS.

DATE:

R2.01

5/28/26

DETAILS

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KWA FILE NO.: 10007-25-13

ENGINEERING & BUILDING

SCIENCE COMPANY, INC.

F-21802

4203 N. CR 1765 LUBBOCK, TX 79401

REVISIONS:

# DATE DESCRIPTION

MAY-28-2026

ISSUE SET: PERMIT + BID

DATE : 05/28/2026

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HM DR FR

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HM DR FR

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A FIXED SILL

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C FIXED HEAD

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B FIXED JAMB