Attachment 2_Drawings.pdf

PROJECT NAME:

PROJECT INFORMATION

PROJECT NUMBER:

Project Location:

Project Status: ISSUE DATE:

REFERENCES:

UNITED STATES AIR FORCE

AIR EDUCATION TRAINING COMMAND

ENID OKLAHOMA

140 CHANNEL ST.

VANCE AFB, OK 73705

P: (580) 213-7787

CA# 8716 EXPIRES: 30 JUNE 2024

EXECUTION OF WORK

DESCRIBED WITHIN THIS

PROJECT PLANS AND

SPECIFICATIONS SHALL

OCCUR IAW 48CFR SUBPART

25.2 BUY AMERICAN -

CONSTRUCTION MATERIALS.

IRP REMEDIATION PROGRAM (IRP)

THERE IS KNOWN CONTAMINATION IN

THE PROJECT AREA. SPECIAL

REQUIREMENTS ARE NEEDED.

THERE IS NO KNOWN CONTAMINATION IN

THE PROJECT AREA.

IRP - REMEDIATION PROJECT MANAGER DATE

LEAD BASED PAINT (LBP)

THERE IS NO KNOWN LBP MATERIALS IN THE

PROJECT

THIS FACILITY CONTAINS LBP MATERIALS;

HOWEVER, NOT IN THE AREA OF CONSTRUCTION.

THIS FACILITY CONTAINS LBP MATERIALS THAT

WILL BE ABANDON IN PLACE FOR THIS PROJECT.

THIS FACILITY CONTAINS LBP MATERIALS THAT

WILL BE REMOVED BY ACM/LBP REMOVAL

CONTRACTOR.

THIS FACILITY CONTAINS LBP MATERIALS THAT

WILL BE REMOVED BY THE GOVERNMENT.

THIS FACILITY CONTAINS LBP MATERIALS THAT

WILL BE REMOVED IAW THIS PROJECT PLANS AND

SPECIFICATIONS.

BASE ENVIRONMENTAL ENGINEER DATE

ASBESTOS CONTAINING MATERIAL (ACM) INITIAL APPLICABLE

CONDITION

THERE IS NO KNOWN ACM MATERIALS IN THE

PROJECT

THIS FACILITY CONTAINS ACM MATERIALS;

HOWEVER, NOT IN THE AREA OF CONSTRUCTION.

THIS FACILITY CONTAINS LBP MATERIALS THAT

WILL BE REMOVED BY ACM/LBP REMOVAL

CONTRACTOR.

THIS FACILITY CONTAINS LBP MATERIALS THAT

WILL BE REMOVED BY THE GOVERNMENT.

THIS FACILITY CONTAINS LBP MATERIALS THAT

WILL BE REMOVED IAW THIS PROJECT PLANS AND

SPECIFICATIONS.

USER / FACILITY

MANAGER

71ST S5X - ATPM

AFFS/CEN

CHIEF ENGINEER

71 ISS/CE

PROJECT NUMBER: PROJECT NAME:

DESIGN APPROVAL

BASE ENVIRONMENTAL ENGINEER DATE

INITIAL APPLICABLE

CONDITION

INITIAL APPLICABLE

CONDITION

VANCE AFB, ENID OK

FOR CONSTRUCTION

ORGANIZATION ORGANIZATION

REPRESENTATIVE

SIGNATURE DATE

Tsgt

XTLFXTLF 26-1017 REPAIR ROOF F826

REPAIR ROOF F826

XTLF 26-1017

12/13/2024

SHEET LIST

SHEET NUMBER SHEET TITLE

G-002 HAUL ROUTE, ABBREVIATIONS, AND COMMON SYMBOLOGY

ARCHITECTURAL

AD-101 DECONSTRUCTION PLAN

A-101 ROOF PLAN

A-201 ELEVATIONS

A-501 DETAIL SECTIONS

A-502 DETAIL SECTIONS

CHRISTOPHER

WHEELER

TSGT ARNOLD MANGUIA

CHRISTOPHER TAYLOR, P.E.

JAMES KITE

20 Dec 24

20 Dec 24

GH

Gail Hamill 20 Dec 2024

8 Jan 2025

10 Jan 2025

13 Jan 2025

13 Jan 2025 charles.snyder Stamp charles.snyder Stamp charles.snyder Date

PRIMARY SITE ACCESS ROUTE

SECONDARY BASE ENTRY

AND ALL VEHICLE EXIT ROUTE

POV BASE ENTRY ONLY

(RESTRICTED HOURS)

PROJECT LOCATION

PRIMARY HAUL ROUTE

SECONDARY HAUL ROUTE TO BE USED ONLY

WHEN PRIMARY GATE IS CLOSED

POV ONLY LANE

PROJECT LOCATION, BUILDING 826

BUILDING 288, CIVIL ENGINEERING INCLUDING

CONSTRUCTION MANAGEMENT

BUILDING 200, CONTRACTING AND LOCAL PURCHASE

BUILDING 72, VISITOR'S CENTER. USE FOR PASS

APPROVAL PRIOR TO BEGINNING WORK

BUILDING 75, COMMERCIAL VEHICLE INSPECTION

9 CONTRACTOR STAGING AREA

ARCHITECTURAL DRAFTING CONVENTIONS

Room name

150 SF

1 View Name

SCALE: 1/8" = 1'-0"

G012

DETAIL VIEW NUMBER

SHEET ON WHICH DETAIL

APPEARS

VIEW NUMBER

NUMBER

DESIGNATION

LETTER/NUMBER

DESIGNATION

A-101

DIRECTION OF VIEW FOR ELEVATION

SHEET ON WHICH ELEVATION APPEARS

ELEVATION VIEW NUMBER

HEIGHT

DESIGNATION

10'-0"

NUMBER

DESIGNATION

HEIGHT DESIGNATION

LETTER/NUMBER

DESIGNATION

NAME DESIGNATION

ROOM NAME/NUMBER SYMBOL

PARTITION TYPE SYMBOL

SPOT/CEILING ELEVATION SYMBOL

DOOR SYMBOL

ELEVATION SYMBOL

GRID SYMBOL

VIEW TITLE

EXTERIOR ELEVATION MARKER

INTERIOR ELEVATION MARKER

BUILDING / WALL SECTION MARKER

DETAIL MARKER

A-101

SIM

8' 4' 0 8'

SCALE: 1/8" = 1'-0"

LEVEL 30

24'-0"

MATCHLINE SYMBOL

1 / A-121

1 / A-122

LETTER/NUMBER

DESIGNATION OF

FLOOR PLAN(S)

DIRECTION OF ELEVATION VIEW

ELEVATION VIEW NUMBER

SHEET ON WHICH ELEVATION APPEARS

A101

SIM SIMILAR (IF APPLICABLE)

CENTERLINE SYMBOL =

DIRECTION OF SECTION VIEW

SECTION VIEW NUMBER

SHEET ON WHICH SECTION APPEARS

A101

SIM SIMILAR (IF APPLICABLE)

GRAPHIC SCALE SYMBOL

NORTH ARROW

SIMILAR (IF APPLICABLE)

PLAN NORTH

ARROW DIRECTION

EXISTING NEW

MILLWORK ELEVATION MARKER

DIRECTION OF ELEVATION VIEW

ELEVATION VIEW NUMBER / SHEET NUMBER1 / A-101

N

DRAWN BY:

DATE:

PROJECT NO.:

CHECKED BY:

DESIGN STAGE:

G-002

B DECOCQ

12/13/2024

XTLF 26-1017

CL SNYDER

DATE: 12/13/2024

FOR CONSTRUCTION

REPAIR ROOF F826

LEGEND

KEY NOTES

HAUL ROUTE NOTES

1. APPROVED HAUL AND ACCESS ROUTES ARE NOTED ON THE PLAN.

THE CONTRACTOR SHALL ONLY USE ACCESS ROUTES THAT HAVE

BEEN PREVIOUSLY APPROVED BY CONSTRUCTION MANAGEMENT.

2. CONSTRUCTION MANAGER'S OFFICE IS LOCATED ON THE FIRST

FLOOR, NORTH-WEST CORNER OF BLDG 288.

3. CONTRACTING/LOCAL PURCHASE IS LOCATED ON THE FIRST FLOOR,

SOUTH-WEST CORNER OF BLDG 200.

F826

ABBREVIATIONS

N 1" = 400'-0"G-002 Map1

A

AFF ABOVE FINISH FLOOR

AWP ACOUSTIC WALL PANEL

ACT ACOUSTICAL CEILING TILE

AP ACRYLIC PANEL

ABI ADDITIVE BID ITEM

ADJ ADJACENT, ADJUSTABLE

AGGR AGGREGATE

A/C AIR CONDITIONING

ALT ALTERNATE

ALUM, AL ALUMINUM

AB ANCHOR BOLT

APVD APPROVED

APPROX APPROXIMATE

ARCH ARCHITECT, ARCHITECTURAL

@ AT

AFL ATHLETIC FLOORING

ATTEN ATTENUATOR, ATTENUATION

B

BB BASE BID

BSMT BASEMENT

BRG BEARING

BITUM BITUMINOUS

BLKG BLOCKING

BD BOARD

BOT, BTM BOTTOM

BRK BRICK

BLDG BUILDING

BUR BUILT-UP ROOF

C

CAB CABINET

CPT CARPET

CLG CEILING

CBB CEMENTITIOUS BACKER BOARD

CL CENTER LINE

C TO C CENTER TO CENTER

CT CERAMIC TILE

CO CLEANOUT

CLR CLEAR

CFM COLD-FORMED METAL

COL COLUMN

CONC CONCRETE

CMU CONCRETE MASONRY UNIT

CJ CONSTRUCTION CONTROL

JOINT

CONT CONTINUOUS

CC CONTRACTOR CONNECT

CF CONTRACTOR FURNISHED

CI CONTRACTOR INSTALLED

CR CONTRACTOR ROUGH-IN

CG CORNER GUARD

D

DP DAMPPROOFING

DWP DECORATIVE WALL PANEL

DEMO DEMOLITION, DEMOLISH

DTL DETAIL

DIAG DIAGONAL

DIA DIAMETER

DIM DIMENSION

DR DOOR

DB DOUBLE

DN, DWN DOWN

DS DOWNSPOUT

DWR DRAWER

DWG DRAWING

DF DRINKING FOUNTAIN

E

EA EACH

EWC ELECTRIC WATER COOLER

ELEC ELECTRICAL

ELEV ELEVATION

ES EMERGENCY SHOWER

EPC EPOXY COATING

EQ EQUAL

EQPT EQUIPMENT

EF EXHAUST FAN

EXIST EXISTING

EXP JT,

EJ

EXPANSION JOINT

EXP EXPANSION, EXPOSED

EXT EXTERIOR

EIFS EXTERIOR INSULATION & FINISH

SYSTEM

EW EYE WASH

F

FWC FABRIC WALL COVERING

FRP FIBER-REINFORCED PLASTIC

FF FINISH FLOOR

FIN FINISHED

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FHC FIRE HOSE CABINET

FHS FIRE HOSE STATION

FH FIRE HYDRANT

FPRF FIREPROOF

FLR FLOOR

FD FLOOR DRAIN

FT FOOT, FEET

FTG FOOTING

FDN FOUNDATION

FURR FURRED, FURRING

G

GALV GALVANIZED

GA GAUGE

GT GLASS TILE

GL GLASS, GLAZING

GB GRAB BAR

GRT GROUT

GYP GYPSUM

GWB GYPSUM WALLBOARD

H

HC HANDICAPPED

HDW HARDWARE

HDWD HARDWOOD

HTR HEATER

HVAC HEATING, VENTILATING, AND

AIR CONDITIONING

HT HEIGHT

HPL HIGH PRESURE LAMINATE

HC HOLLOW CORE

HM HOLLOW METAL

HORIZ HORIZONTAL

HMB HORIZONTAL METAL BLINDS

HB HOSE BIB

I

IN INCH

ID INSIDE DIAMETER

INSUL INSULATION

INT INTERIOR

J

JT JOINT

JST JOIST

L

LBL LABEL

LAM LAMINATE

LAV LAVATORY

LWT LIGHTWEIGHT

LF LINEAL FEET

LN LINOLEUM

LVR LOUVER

LVT LUXURY VINYL TILE

LB POUND

M

MACH MACHINE

MAINT MAINTENANCE

MH MANHOLE

MFR MANUFACTURE,

MANUFACTURER

MK MARK

MB MARKER BOARD

MSNRY MASONRY

MO MASONRY OPENING

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MC MEDICINE CABINET

MBR MEMBER

MWP MEMBRANE

WEATHERPROOFING

MTL METAL

ML METAL LOCKER

MSP METAL SPLASH PAN

MT METAL THRESHOLD

MEZZ MEZZANINE

MIN MINIMUM

MISC MISCELLANEOUS

MLDG MOLDING

MTD MOUNTED

MVBL MOVABLE

N

NPRN NEOPRENE

NOM NOMINAL

NIC NOT IN CONTRACT

NTS NOT TO SCALE

NO NUMBER

O

OC ON CENTER

OPNG OPENING

OPP OPPOSITE

OZ OUNCE

OD OUTSIDE DIAMETER

OA OVERALL, OUTSIDE AIR

OVHD OVERHEAD

P

PT PAINT

PTD PAINTED

PNL PANEL, PANELBOARD

PTDD PAPER TOWEL DISPENSER /

DISPOSAL

PART PARTIAL

PTN PARTITION

PLAS PLASTIC

PL PLATE, PLASTIC

PLBG PLUMBING

PLYWD PLYWOOD

PVC POLYVINYL CHLORIDE

PSI POUNDS PER SQ IN

PREFAB PREFABRICATED

PREFIN PREFINISHED

PRJ PROJECTION

PROP PROPERTY

Q

QT QUARRY TILE

QZ QUARTZ MATERIAL

R

RAF RAISED ACCESS FLOORING

RECT RECTANGULAR

REF, RE REFER, REFERENCE

REINF REINFORCE, REINFORCED

REP REPRESENTATIVE

REQD REQUIRED

RA RETURN AIR

RD ROAD, ROOF DRAIN

RH ROBE HOOK

RS ROLLER SHADES

RFG ROOFING

RM ROOM

RND ROUND

RB RUBBER BASE

RFL RUBBER FLOORING

RST RUBBER STAIR TREADS

S

SPECS CONTRACT SPECIFICATIONS

STN NATURAL STONE

SND SANITARY NAPKIN DISPENSER

SCHED SCHEDULE

SC SEALED CONCRETE

SECT SECTION

SEQ SEQUENCE

SHT SHEET

S SIGNAGE

SIM SIMILAR

SD SOAP DISPENSER

SSM SOLID SURFACE MATERIAL

SB SPLASH BLOCK

SQ SQUARE

ST STAIN

SCN STAINED CONCRETE

SS STAINLESS STEEL

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SJ STUCCO JOINT, SAWN JOINT

SUSP SUSPENDED

SMC SUSPENDED METAL CEILING

SWC SUSPENDED WOOD CEILING

T

TS FLOORING TRANSITION

TZ TERRAZZO

THK THICK

THRU THROUGH

TT TILE TRIM

TP TOILET PARTITION

TTD TOILET TISSUE DISPENSER

TOC TOP OF CONCRETE

TOM TOP OF MASONRY

TOS TOP OF STEEL

TOW TOP OF WALL

TC TOWEL DISPENSER

TFMR TRANSFORMER

T TREAD

TYP TYPICAL

U

UGND UNDERGROUND

UL UNDERWRITERS

LABORATORIES

UNO UNLESS NOTED OTHERWISE

UR URINAL

V

VP VENT PIPE

VTR VENT THROUGH ROOF

VERT VERTICAL

VB VINYL BASE, VAPOR BARRIER

VCT VINYL COMPOSITION TILE

VF VINYL FLOORING

VWC VINYL WALL COVERING

W

WM WALK-OFF MAT

WR WASTE RECEPTACLE

WC WATER CLOSET

WH WATER HEATER

WP WATERPROOF

WS WEATHERSTRIPPING

WD WIDTH, WINDOW DIMENSION,

WOOD

WDW WINDOW

WT WINDOW TILE

W/ WITH (COMB. FORM)

W/O WITHOUT

WB WOOD BASE

WF WOOD FLOORING

R ev is io n N um be r D es cr ip tio n D at e charles.snyder Stamp charles.snyder Stamp

DECONSTRUCT EXISTING METAL ROOF TO INCLUDE ALL EXISTING

FRAMING. REMOVE EXISTING LOW SLOPE ROOF MATERIAL.

DECONSTRUCT EXISTING BUR ROOF INCLUDING ALL EXISTING

COVERBOARD AND INSULATION, CURBS, AND ASSOCIATED EDGE

FLASHING.

DECONSTRUCT INTAKE VENT, CURB, AND STRUCTURE. PROTECT

INTAKE OPENING FROM DEBRIS DURING CONSTRUCTION.

REMOVE AND STORE POWERED VENT FOR RE-INSTALLATION.

CONTRACTOR TO VERIFY WITH CONSTRUCTION MANAGER THAT FAN

IS OPERATING TO MANUFACTURER STANDARDS PRIOR TO

DISCONNECT.

REMOVE EXISTING AND PREPARE FOR NEW.

DECONSTRUCT ROOF ACCESS LADDER.

REMOVE EXISTING PIPE VENT BOOTS. PROTECT EXISTING PIPES.

REMOVE EXISTING METAL FASCIA.

DECONSTRUCT EXISTING ROOF DRAINS.

DECONSTRUCT EXISTING GUTTER AND DOWN SPOUTS, FOR

DOWNSPOUTS CONNECTED TO STORM WATER INLET, PROTECT

CONNECTION.

NOT IN SCOPE, PROTECT DURING CONSTRUCTION.

REMOVE EXISTING ROOF ACCESS, PREPARE EXISTING METAL DECK

FOR NEW PANEL; RE:

9 9

AD-101

SIM

AD-101

AD-101

KEY NOTE LEGEND

/6 A-50212

DECONSTRUCT

EXPANSION JOINT

PROTECT EXISTING SEPARATION

PROJECT NO.:

CHECKED BY:

AD-101

XTLF 26-1017

CL SNYDER

DATE: 12/13/2024

FOR CONSTRUCTION

REPAIR ROOF F826

3/16" = 1'-0"1 ROOF PLAN DEMO

1 1/2" = 1'-0"2 DECONSTRUCTION METAL ROOF (TYP.)

1 1/2" = 1'-0"3 DECONSTRUCTION AT EXPANSION

0 2'-8" 5'-4" 10'-8"

SCALE: 3/16" = 1'-0"

0 4" 8" 1'-4"

SCALE: 1 1/2" = 1'-0"

PLAN NORTH

R ev is io n N um be r D es cr ip tio n D at e charles.snyder Stamp charles.snyder Stamp

A-201

A-201

59' - 3"

2' - 0"

A-501

A-501

A-501

A-501

A-502

A-502

SIM

A-502

SIM

A-501

SIM

A-501

SIM

A-502

30' - 4"

A-502

A-502

1/ 4"

1'

0"

52' - 10"

7"

/4 A-501

1/4" / 1' - 0"

1/ 4"

1'

0"

1/ 4"

1'

0"

1/4" / 1' - 0"1/4" / 1' - 0"

A-201

A-201

1/ 4"

1'

0"

1/4" / 1' - 0"

1/ 4"

/1 '-0

1/

4" /1

'-0

1/4"/1'-0"

1/4"/1'-0"

5'

3"

1/2" / 1' - 0"

3'

4"

PROJECT NO.:

CHECKED BY:

A-101

XTLF 26-1017

CL SNYDER

DATE: 12/13/2024

FOR CONSTRUCTION

REPAIR ROOF F826

3/16" = 1'-0"1 NEW ROOF TAPER PLAN

TAPER LEGEND

1/4" PER FOOT1

1 RE: A-201

NEW DOWNSPOUT, RECONNECT TO STORM WATER IF PREVIOUSLY

CONNECTED

SMACNA A-STYLE GUTTER BOX

EXPANSION JOINT, RE:

VENT HOOD, REMOVE, STORE, AND REINSTALL

NEW INTAKE HOOD, MATCH EXISTING CFM

NEW EXHAUST VENT, BOTTOM OF FLUE VENT SHALL BE 4' 0" ABOVE

TOP OF INTAKE HOOD

VTR WITH NEW NEOPRENE BOOT

12" SHEET METAL FASCIA RE: A-201

WEIGHTED RUBBER SPLASH BLOCK

NOT IN SCOPE, PROTECT DURING CONSTRUCTION

2:12 CRICKET

CODED NOTES

R ev is io n N um be r D es cr ip tio n D at e

0 2'-8" 5'-4" 10'-8"

SCALE: 3/16" = 1'-0"

PLAN NORTH

4 13

2 2

1/2" PER FOOT

General Note:

TAPER PLAN FOR DESIGN INTENT ONLY, CONTRACTOR TO

PROVIDE FINAL PLAN IN ACCORDANCE WITH SUBMITTAL

REQUIREMENTS.

CONTRACTOR TO INSPECT DECK FOR INTEGRITY OF MATERIAL

TO RECEIVE NEW ROOF MATERIALS. COORDINATE ANY

REQUIRED REPAIRS WITH CONSTRUCTION MANAGER.

charles.snyder Stamp charles.snyder Stamp

3 999

(BEYOND)

4'

0"

3 9

3 9

PROJECT NO.:

CHECKED BY:

A-201

XTLF 26-1017

CL SNYDER

DATE: 12/13/2024

FOR CONSTRUCTION

REPAIR ROOF F826

3/16" = 1'-0"1 NORTH ELEVATION

3/16" = 1'-0"2 SOUTH ELEVATION

3/16" = 1'-0"3 EAST ELEVATION

3/16" = 1'-0"4 WEST ELEVATION

R ev is io n N um be r D es cr ip tio n D at e

FILL LADDER ANCHOR HOLES IN CMU WITH EPOXY MORTAR, REPAIR

EIFS AT LADDER DECONSTRUCTION, PAINT TO MATCH ADJACENT.

NEW DOWNSPOUT, RECONNECT TO STORM WATER INLET IF EXISTING

5" X 5" SMACNA A-STYLE GUTTER BOX

EXPANSION JOINT, RE: 4/A-501

VENT HOOD, REMOVE, STORE, AND REINSTALL

NEW INTAKE HOOD, MATCH EXISTING CFM

NEW EXHAUST VENT, BOTTOM OF FLUE VENT SHALL BE 4' 0" ABOVE

TOP OF INTAKE HOOD

VTR WITH NEW NEOPRENE BOOT

12" SHEET METAL FASCIA RE: A-201

WEIGHTED RUBBER SPLASH BLOCK

NOT IN SCOPE, PROTECT DURING CONSTRUCTION

3:12 CRICKET12

CODED NOTES

charles.snyder Stamp charles.snyder Stamp

EXISTING

STRUCTURE TO

REMAIN

4" THERMOPLASTIC VULCANIZATE

EXPANSION JOINT

SECURE EXPANSION JOINT WITH

HOLD BAR, CONTINUOUS, SECURE

FIELD PLY UNDER BETWEEN HOLD

(TYP.)

HEAT WELD EXPANSION JOINT

INTEGRATED MEMBRANE ROOF

FLAP TO MEMBRANE ROOF,

(TYP.)

HOLD BAR SUPPORT BLOCKING

CONTINUOUS, CUT TO MATCH ROOF

SUPPORT, SECURE TO BASE

BLOCKING WITH DECK SCREWS

WOOD BLOCKING

NOTE THIS VIEW:

TERMINATE EXPANSION

JOINT END AT BRICK

MASONRY SIMILAR TO TURN-

UP DETAIL; RE: 2/A-501

UNFACED MINERAL WOOL, FILL CAVITY

1/2" / 1' - 0"

8"

TPO COUNTER FLASHING,

CENTER OVER FLASHING EDGE

24GA CONTINUOUS CLEAT, DOG LEG

AND SECURE TO EXISTING CMU

GUTTER SUPPORT/DRIP

EDGE, CONTINUOUS ,

OVERLAP SEAMS MIN. 4"

1 X 1/4" DOUBLE SIDED BUTYL TAPE,

SECURE GUTTER THROUGH TAPE

AT 24" O.C. ENSURE TOP EDGE OF

UPPER TAPE ALIGNS WITH TOP

EDGE OF FLASHING

HEAT WELD ADHESIVE

SMACNA A-STYLE GUTTER

FACE BLOCKING

TPO FIELD PLY (TYP.)

PROTECT EXISTING

STRUCTURE

22 GA FLASHING, EXTEND FULL

HEIGHT OF FACE BLOCKING,

OVERLAP SEAMS 6" MIN.

EXISTING EIFS TO REMAIN

BASE LAYER RIGID INSULATION, 2 X

2" (4" TOTAL), EXTEND TOP LAYER 4"

PAST BLOCKING AND START TAPER

1/2" GLASS MAT SHEATHING

GUTTER STRAPS, 36" O.C.

RIGID TAPERED INSULATION

SUPPORT BLOCKING AS

REQUIRED TO SUPPORT

RIGID INSULATION

CONTINUOUS BEAD OF SEALANT

MIN.

3"

8"

GUTTER SUPPORT, CONTINUOUS

CLEAT, OVERLAP SEAMS MIN. 4"

1 X 1/4" DOUBLE SIDED

BUTYL TAPE, SECURE

GUTTER THROUGH TAPE

AT 24" O.C. ENSURE TOP

EDGE OF UPPER TAPE

ALIGNS WITH TOP EDGE OF

FLASHING

HEAT WELD ADHESIVE

SMACNA A-STYLE GUTTER

GUTTER STRAPS, 36" O.C.

24GA CONTINUOUS

CLEAT

22 GA FLASHING

2X12 BLOCKING, CUT AS REQUIRED

1/

2"

6"

1/2" / 1' - 0"

TPO COUNTER FLASHING,

CENTER OVER FLASHING EDGE

TPO FIELD PLY (TYP.)

BASE LAYER RIGID INSULATION, 2 X

2" (4" TOTAL), EXTEND TOP LAYER 8"

PAST BLOCKING AND START TAPER

1/2" GLASS MAT SHEATHING

RIGID TAPERED INSULATION

BLOCKING

EXISTING STRUCTURE

TO REMAIN

PROTECT EXISTING WALL

A-501

TPO COUNTER FLASHING

ADHESIVE

4"

HEAT WELD

4"

TPO FIELD PLY

GLASS MAT GYPSUM

SHEATHING

1/2" / 1' - 0"

R

IG

ID

B

A

SE

4"

(T

YP

RIGID INSULATION

TAPERED

24 GA CONTINUOUS CLEAT

1/

4"C O

N

TI

N U

O U

S

FL

A

SH

IN

G

1'

0"

HEMMED DRIP EDGE,

EXTEND 4" BELOW TOP

BRICK

PACK VOID WITH MINERAL

WOOL, 4" DEPTH

EXISTING STRUCTURE

TO REMAIN

EXISTING ROOF DECK

EXISTING BRICK FACADE

SURFACE MOUNT REGLET RECEIVER;

ATTACH RECEIVER TO BRICK WITH

1 -1/2" MASONRY ANCHORS

1/4" CONTINUOUS THROUGH

VENT BUG SCREEN

CONTINUOUS VAPOR

RELEASE SYSTEM

OFFSET FLASHING RECEIVER;

ATTACH RECEIVER TO BRICK WITH

1 -1/2" MASONRY ANCHORS

THROUGH BUTYL TAPE

DRIP EDGE FLASHING

NOTE THIS VIEW:

ADJUST DEPTH OF UPPER ROOF

FLASHING FROM STANDARD 12"

AS REQUIRED TO

ACCOMMODATE ASSEMBLY.

MINIMUM FLASHING DEPTH

SHALL BE 4".

M

IN

H T.

V A

R

IE

S

SILICONE BASED SEALANT,

CONTINUOUS BEAD

1" X 1/4" BUTYL TAPE

CONTINUOUS

TPO HOLD BAR

PROJECT NO.:

CHECKED BY:

A-501

XTLF 26-1017

CL SNYDER

DATE: 12/13/2024

FOR CONSTRUCTION

REPAIR ROOF F826

3" = 1'-0"4 SECTION AT EXPANSION JOINT

3" = 1'-0"3 SECTION AT LOWER ROOF EDGE (TYP.)

3" = 1'-0"5 SECTION AT LOWER ROOF BRICK FACADE

3" = 1'-0"1 SECTION AT BRICK TO LOWE ROOF

6" = 1'-0"2 ENLARGED SECTION AT MASONRY WALL

R ev is io n N um be r D es cr ip tio n D at e

0 2" 4" 8"

SCALE: 3" = 1'-0"

charles.snyder Stamp charles.snyder Stamp

A-501

CUT BACK EIFS AS

REQUIRED

NEW DOWN SPOUT

WEIGHTED RUBBER

SPLASH BLOCK

SILICONE BASED SEALANT,

CONTINUOUS BEAD

A-501

Sim

RUN BEAD OF

SILICONE SEALANT

ALONG CUT EDGE

TPO FIELD PLY

GLASS MAT GYPSUM

SHEATHING

RIGID INSULATION TAPERED

24 GA CONTINUOUS CLEAT

C O

N

TI

N U

O S

FL

A

SH

IN

G

1'

0"

HEMMED DRIP EDGE,

EXTEND 4" BELOW TOP

BRICKEXISTING BRICK FACADE

0' - 2" / 1' - 0" 2" / 1' - 0"

SHEET METAL STEP FLASHING, EXTEND 1"

UNDER EXISTING EIFS, SECURE TO EXISTING

CMU

SHEET METAL FLASHING

WITH DRIP EDGE

EXTEND FLASHING UNDER EIFS, REPAIR

EIFS AS REQUIRED

NEW GUTTER

EXTEND CRICKET TPO UP HEADWALL AND

SECURE WITH HOLD BAR, ALL EDGES

WALL (BEYOND)

WRAP STEP FLASHING AT

CORNER, EXTEND 6"

EXISTING EIFS TO REMAIN

EXISTING EIFS

(BEYOND) TO REMAINCRICKET

PROVIDE KICK-OUT FLASHING, ANGLE TO

DIVERT RUN-FF INTO NEW GUTTER

NOTE THIS VIEW:

1.

2.

CUT BACK EXISTING EIFS AS REQUIRED TO INSERT

FLASHING. REPAIR CUT EIFS TO COVER FLASHING

AS REQUIRED UTILIZING PERSONNEL AS DESCRIBED

IN SPECIFICATIONS.

STEP FLASHING TO HAVE A 2" MIN. OVERLAP. EMBED

VERTICAL EDGE AT OVERLAP IN 3/4" X 1/8" DOUBLE

SIDED BUTYL TAPE WALL (BEYOND)

NEW GUTTER

3/4" X 1/4" DOUBLE SIDED BUTYL

TAPE, CONTINUOUS (TYP)

DOWNSPOUT BEYOND

EQUIPMENT SUPPORT BASE

1/8" X 1" BUTYL TAPE ALONG

CURB EDGE

4"

COUNTER FLASHING SKIRT, SECURE TO

CURB WITH GROMETTED FASTENER

FULLY ADHERE MEMBRANE UP CURB ON

ALL SIDES, OVERLAP SEAMS 6"

HEAT WELD

4"

HEAT WELD

4"

EXISTING DECKING

SECURE BLOCKING TO DECKOPENING (TYP.)

EXISTING MECHANICAL

REINFORCED MEMBRANE BASE

FLASHING, EXTEND UP CURB 4"

FULLY ADHERED FIELD PLY

B Y

L O

C A

TI

O

N

D

EP

TH

V

A R

IE

S

SINGLE PLY ROOF

MEMBRANE

RAIN HOOD WITH

BUG SCREEN

COLLAR CLAMP

RUN FLASHING MEMBRANE UP

COLLAR AND SECURE WITH

CLAMP, ADHERE TO OUTSIDE OF

COLLAR, 4" OVERLAP ANY

SEAMS

22GA PAN, SET IN SEALANT

AND MECHANICALLY

FASTEN 6" O.C.

BLOCKING TO SET FLUSH (MIN.)

WITH TOP OF INSULATION

D

EP

TH

V

A R

IE

S

6" 4"REINFORCED TPO FLASHING,

EXTEND 4" UP COLLAR

FLUE VENT

R

IG

ID

IN

SU

LA

TI

O

N

EXISTING ROOF

DECK

EXHAUST BASE MUST BE AT LEAST 4'-0"

ABOVE TOP OF ADJACENT INTAKE,

TETHER TO ROOF AS REQUIRED

MIN.

3"

NEW METAL DECK

EXISTING OPENING

MIN. THREE (3) RIBS (E.W.)

SPAN EXISTING DECK

WIRE BRUSH METAL FACING SURFACES , PLACE 2 PART

METAL TO METAL CHEMICAL BONDING AGENT ON

EXISTING METAL DECK TOP FLANGE. PLACE NEW

METAL DECK OVER EXISTING. ENSURE UNIFORM

BONDING.

EXISTING VTR

EXISTING METAL

DECK

SEAL GAP WITH UL

RATED FIRE CAULK

NEOPRENE PIPE BOOT

RUN BEAD OF SEALANT AND

SECURE PIPE BOOT TO PIPE

FULLY EMBED IN SEALANT

AND SECURE TO DECK

FILL GAP WITH

MINERAL WOOL

FIELD PLY TPO

PROJECT NO.:

CHECKED BY:

A-502

XTLF 26-1017

CL SNYDER

DATE: 12/13/2024

FOR CONSTRUCTION

REPAIR ROOF F826

1 1/2" = 1'-0"3 SECT AT UPPER ROOF

1 1/2" = 1'-0"1

SECTION AT LOWER ROOF / UPPER ROOF

CORNER

3" = 1'-0"4 SECTION AT EQUIPMENT CURB (TYP.)

1 1/2" = 1'-0"2 SECTION AT HOT EXHAUST VENT

1 1/2" = 1'-0"6 DETAIL AT ROOF DECK REPAIR (TYP.)

1 1/2" = 1'-0"5 VENT THROUGH ROOF DETAIL (TYP.)

R ev is io n N um be r D es cr ip tio n D at e

0 4'-0" 8'-0" 16'-0"

SCALE: 1/8" = 1'-0"

charles.snyder Stamp charles.snyder Stamp