W912QR21R0013_Plans_Vol9-0000.pdf

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US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

VOLUME:

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LOUISVILLE DISTRICT

W912QR-19-F-0263

WRIGHT-PATTERSON AFB, DAYTON, OHIO

IMPROVE FAMILY HOUSING

P2: 476088

GARAGES

GARAGES

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JANUARY 2021

1/21/21

18 February 2021

W912QR21R0013

ARIMS: 200A Disposition: Maintain for 15yrs after construction

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PRELIMINARY

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GARAGES

SHEET INDEX

Sheet

Number Sheet Name

GARAGES

G-001 COVER SHEET

G-002 DRAWING INDEX

GI001 CODE SUMMARY

GI002 FIRE PROTECTION/LIFE SAFETY CODE REVIEW

E-001 GENERAL INFORMATION - ELECTRICAL

TYPE EX-GAR1

A-101 FLOOR PLANS

A-201 ELEVATIONS & REFLECTED CEILING PLAN

A-501 DETAILS / WINDOW & DOOR ELEVATIONS / DOOR SCHEDULE

E-101 FLOOR PLAN - GARAGE TYPE 1 - ELECTRICAL

TYPE EX-GAR1A

A-101 FLOOR PLANS

A-201 ELEVATIONS & REFLECTED CEILING PLAN

A-501 DETAILS / WINDOW & DOOR ELEVATIONS / DOOR SCHEDULE

E-101_ FLOOR PLAN - GARAGE TYPE 1A - ELECTRICAL

TYPE EX-GAR2

A-101 FLOOR PLANS

A-201 ELEVATIONS & REFLECTED CEILING PLAN

A-501 DETAILS / WINDOW & DOOR ELEVATIONS / DOOR SCHEDULE

E-101__ FLOOR PLAN - GARAGE TYPE 2 - ELECTRICAL

TYPE GAR1

S-001 STRUCTURAL NOTES

S-101 FOUNDATION PLAN

S-102 ROOF FRAMING PLAN

S-103 SHEARWALL PLAN

A-101 FLOOR PLANS & ELEVATIONS

A-102 REFLECTED CEILING PLAN

A-501 DETAILS / WINDOW & DOOR ELEVATIONS / DOOR SCHEDULE

E-101 FLOOR PLAN - GARAGE TYPE 1 - ELECTRICAL

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HOUSING AND GARAGE MAPPING

HOUSE

TYPE

HOUSE

NUMBER

STREET

NUMBER

HOUSING

BUILDING NUMBER

FUTURE GARAGE

BUILDING NUMBER

EXISTING GARAGE

BUILDING NUMBER

EXISTING GARAGE

FUTURE USE

A 523 JOHNSON DR. 10704 10704FHGD1 11548 STORAGE

A 524 METZGER DR. 10804 10804FHGD1 11554 STORAGE

F 715 PEARSON RD. 10712 10712FHGD2 11550 STORAGE

F 717 PEARSON RD. 10712 10712FHGD1 11551 STORAGE

F 730 PEARSON RD. 10516 10516FHGD1 11532 STORAGE

F 732 PEARSON RD. 10516 10516FHGD2 11531 STORAGE

F 816 PEARSON RD. 10416 10416FHGD2 11522 STORAGE

E 706 PEARSON RD. 10616 10616FHGD2 11542 STORAGE

E 708 PEARSON RD. 10616 10616FHGD1 11541 STORAGE

G 807 PEARSON RD. 10817 10817FHGD1 11558 STORAGE

C 513 JOHNSON DR. 10702 10702FHGD1 11553 STORAGE

H* - These four housing units are not in the scope of this project, but they share an existing two-car garage with a unit that is in scope. The side of the garage associated with an H* unit will be renovated, but will remain as a one-car garage;

the side of the garage associated with the in-scope unit will be renovated and will be converted into a storage unit.

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UFC 1-200-01 - GENERAL BUILDING REQUIREMENTS, 20 JUNE 2016,

CHANGE 2, 01 NOV 2018

UFC 3-600-01 - FIRE PROTECTION ENGINEERING FOR FACILITIES, 8 AUG

2016, CHANGE 2, 25 MAR 2018

UFC 4-711-01 - FAMILY HOUSING, 10 AUG 2018

INTERNATIONAL RESIDENTIAL CODE (IRC), 2018 ED.

NFPA 13D - STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS

IN ONE- AND TWO-FAMILY DWELLINGS AND MANUFACTURED HOMES,

2019 ED.

NFPA AUTOMATIC SPRINKLER SYSTEMS FOR RESIDENTIAL

OCCUPANCIES HANDBOOK, 2016

NFPA 291 - RECOMMENDED PRACTICE FOR FIRE FLOW TESTING AND

MARKING OF HYDRANTS, 2019

WRIGHT-PATTERSON AIR FORCE BASE DESIGN GUIDE, MARCH 2016

MODIFICATIONS TO THE

APPLICABLE CODES PER UFC

USE / OCCUPANCY SINGLE-FAMILY DWELLING (DETACHED): RESIDENTIAL

MULTIPLE SINGLE-FAMILY DWELLING (ATTACHED): RESIDENTIAL

GARAGES*:

NEW DETACHED: RESIDENTIAL, ACCESSORY TO DWELLING UNIT

NEW ATTACHED: RESIDENTIAL

SHEDS - REPURPOSED EXISTING GARAGES FOR STORAGE:

RESIDENTIAL, ACCESSORY TO DWELLING UNIT

*SEE SHEET G-002 FOR TABLE OF NEW/EXISTING GARAGES/SHEDS

FIRE RESISTANT

CONSTRUCTION

1-HOUR FIRE-RESISTIVE CONSTRUCTION MUST BE PROVIDED

BETWEEN ATTACHED DWELLING UNITS AND BETWEEN DWELLING

UNITS AND ATTACHED PARKING/GARAGES. THIS SEPARATION

WILL BE BOTH VERITICAL AND HORIZONTAL. IT WILL BE

CONSTRUCTED AS A 1 HOUR FIRE BARRIER. ANY DOORS IN THE

FIRE RATED WALL WILL BE RATED A MINIMUM OF 45 MINUTES.

STRUCTURES DETACHED AND LOCATED A MINIMUM OF 5 FT FROM

THE LOT LINE OR OTHER STRUCTURES DO NOT REQUIRE FIRE

RESISTIVE SEPARATION.

INTERIOR FINISHES FLAME SPREAD: 200 OR LESS ON WALL AND CEILING FINISH

SMOKE DEVELOPED: 450 OR LESS ON WALL AND CEILING

FINISH.

FIRE PROTECTION

SYSTEMS

FIRE SPRINKLER SYSTEMS: BUILDINGS TO BE FULLY SPRINKLERED PER NFPA

13D. NFPA 13D ALLOWS SOME AREAS NOT TO BE PROTECTED BY SPRINKLER.

THESE LOCATIONS ARE NOTED ON THE DRAWINGS. GARAGES ARE NOT

REQUIRED TO BE SPRINKLERED. EXTERIOR STORAGE WITH NO ENTRY TO MAIN

DWELLING NOT REQUIRED TO BE SPRINKLERED.

FIRE ALARM SYSTEMS. A BUILDING FA SYSTEM IS NOT REQUIRED. SMOKE

ALARMS AND CARBON MONOXIDE ALARMS ARE TO BE PROVIDED AS INDICATED

BELOW. SEE ELECTRICAL PLANS FOR LOCATIONS PROVIDED. NFPA 13D DOES

NOT REQUIRE THAT THE SPRINKLER SYSTEM BE MONITORED FOR TAMPER

(NPFA 13D 7.1.2) OR FLOW (NFPA 13D 7.6) AS THE BUILDING IS EQUIPPED WITH

SMOKE ALARMS.

SMOKE ALARMS. MULTIPLE-STATION, INTERCONNECTED, HARD-WIRED, 120 VAC

WITH 9V BATTERY BACKUP SMOKE ALARMS SHALL BE PROVIDED INSIDE EACH

SLEEPING ROOM, OUTSIDE EACH SLEEPING AREA IN THE IMMEDIATE VICINITY

OF THE BEDROOMS AND AT LEAST ONE ON EACH FLOOR, INCLUDING THE

BASEMENT. SMOKE ALARMS ARE NOT REQUIRED IN CRAWL SPACES. SMOKE

ALARMS SHALL NOT BE INSTALLED WITHIN 3FT OF A BATHROOM WITH A TUB OR

SHOWER OR WITHIN 6FT OF PERMANENT INSTALLED COOKING APPLIANCES.

SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 217 AND COMPLY

WITH NFPA 72 AND IRC R314.

CARBON MONOXIDE (CO) ALARMS. MULTIPLE-STATION, INTERCONNECTED,

HARD-WIRED, 120 VAC WITH 9V BATTERY BACKUP CO ALARMS SHALL BE

PROVIDED OUTSIDE EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE

BEDROOMS AND IN ROOMS WITH FUEL-FIRED APPLIANCES. CO ALARMS SHALL

BE LISTED IN ACCORDANCE WITH UL 2034 AND COMPLY WITH IRC R315.

COMBINATION SMOKE/CO ALARMS. COMBINATION SMOKE AND CO ALARMS

SHALL BE PERMITTED IN LIEU OF SMOKE ALARMS. COMBINATION SMOKE/CO

ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 2034 AND UL 217.

MEANS OF EGRESS EGRESS DOOR: AT LEAST ONE EGRESS DOOR SHALL BE PROVIDED

FOR EACH DWELLING UNIT. THE EGRESS DOOR SHALL BE SIDE-

HINGED AND SHALL PROVIDE A MINIMUM CLEAR WIDTH OF 32 INCHES

WHEN MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP,

WITH THE DOOR OPEN 90 DEGREES. THE MINIMUM CLEAR HEIGHT OF

THE DOOR OPENING SHALL NOT BE LESS THAN78 INCHES IN HEIGHT

MEASURED FROM THE TOP OF THE THRESHOLD TO THE BOTTOM OF

THE STOP. OTHER DOORS SHALL NOT BE REQUIRED TO COMPLY WITH

THESE MINIMUM DIMENSIONS. EGRESS DOORS SHALL BE READILY

OPENABLE FROM INSIDE THE DWELLING WITHOUT THE USE OF A KEY

OR SPECIAL KNOWLEDGE OR EFFORT.

STAIRWAYS: STAIRWAYS MUST BE A MINIMUM OF 36 INCHES WIDE

(CLEAR WIDTH). HANDRAILS CANNOT PROJECT MORE THAN 4 ½

INCHES INTO EITHER SIDE OF THE STAIRWAY. HEADROOM IN

STAIRWAYS MUST NOT BE LESS THAN 6’8”. STAIR RISE BETWEEN

FLOOR LEVELS OR LANDINGS MUST NOT EXCEED 147 INCHES.

EMERGENCY ESCAPE WINDOW: BASEMENTS, HABITABLE ATTICS, AND

EVERY SLEEPING ROOM IS REQUIRED TO HAVE AT LEAST ONE

OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. THE

OPENING MUST HAVE A MINIMUM OPENING AREA OF 5.7 SQUARE

FEET. THE NET HEIGHT MUST NOT BE LESS THAN 24 INCHES AND THE

NET CLEAR WIDTH MUST NOT BE LESS THAN 20 INCHES.

CEILING HEIGHTS MUST BE A MINIMUM OF 7’-0” (EXCEPT BASEMENTS

WHICH MUST BE A MINIMUM OF 6’-8”).

CONTINUOUS MEANS OF EGRESS. THE MEANS OF EGRESS MUST BE

CONTINUOUS AND UNOBSTRUCTED. IT MUST NOT REQUIRE TENANTS

TO PASS THROUGH THE GARAGE (IRC §R311.1).

HALLWAYS: HALLWAYS MUST BE AT LEAST 3 FEET WIDE (IRC §R311.6).

HANDRAILS: HANDRAILS MUST BE PROVIDED ON AT LEAST ONE SIDE

OF STAIRS WITH 4 OR MORE RISERS (IRC §R311.7.8). HANDRAILS

SHALL BE NOT LESS THAN 34 INCHES AND NOT MORE THAN 38 INCHES

ABOVE THE SLOPED PLANE ADJOINING THE TREAD NOSINGS.

HANDRAILS MUST NOT PROJECT MORE THAN 4 ½ INCHES ON EITHER

SIDE (IRC §R311.7.8.2). HANDRAILS MUST HAVE AT LEAST 1 ½ INCHES

OF SPACE BETWEEN THE HANDRAIL AND WALL.

CODES AND STANDARDS

REFERENCED HEREIN

UFC DOCUMENTS DESCRIBE HOW THE BUILDING AND LIFE

SAFETY CODES ARE TO BE APPLIED:

UFC 1-200-01, GENERAL BUILDING REQUIREMENTS

UFC 3-600-01, FIRE PROTECTION ENGINEERING FOR FACILITIES

UFC 4-711-01, FAMILY HOUSING

THE REQUIREMENTS ON THIS SHEET ARE BASED ON THESE

DOCUMENTS. WHERE THE UFC DOCUMENTS CONFLICT, THE

STRICTEST REQUIREMENT IS APPLIED.

THIS REVIEW IS APPLICABLE TO ALL HOUSING UNIT TYPES AND

GARAGES. SPECIFIC EXCEPTIONS ARE NOTED AS NEEDED.

BUILDING CODE VERSION INTERNATIONAL RESIDENTIAL CODE, 2018 EDITION*

*NOTE THAT IBC DIRECTS THE USER TO IRC (UFC

3-600-01 PER UFC 1-200-01 SECTION 1-4.2). IRC IS THE

PRIMARY CODE.

EXISTING FACILITY REQUIREMENTS ARE PROVIDED IN UFC

3-600-01 SECTION 34-6. SINCE THE RENOVATIONS IN THIS

FACILITY EXCEED 50% OF THE REPLACEMENT COST THE

FACILITY MUST COMPLY WITH REQUIREMENTS UNDER SECTION

34-6.1 WHICH INCLUDE THE FOLLOWING:

1-HOUR FIRE-RESISTIVE CONSTRUCTION MUST BE PROVIDED

BETWEEN DWELLING UNITS, AND BETWEEN THE DWELLING UNIT

AND ATTACHED PARKING.

SPRINKLER PROTECTION MUST BE PROVIDED THROUGHOUT

THE FACILITY, DESIGNED AND INSTALLED IN ACCORDANCE WITH

NFPA 13D.

MULTIPLE-STATION, INTERCONNECTED, HARD-WIRED, 120 VAC

SMOKE DETECTORS MUST BE PROVIDED INSIDE EACH SLEEPING

ROOM AND AT LEAST ONE ON EACH FLOOR, INCLUDING

BASEMENTS.

AIR FORCE ALLOWS INTERCONNECTED WIRELESS SMOKE

ALARMS FOR USE IN SINGLE-FAMILY HOUSING.

IRC APPENDIX J PROVIDES ADDITIONAL REQUIREMENTS AND

REQUIRES THAT THE CONSTRUCTION BE CLASSIFIED. WORK IS

PRIMARILY “ALTERATION” AND “REPAIR”; HOWEVER, SINCE THE

FACILITY CANNOT BE OCCUPIED DURING THIS WORK IT WILL BE

CLASSIFIED AS “RECONSTRUCTION” UNDER IRC AJ601. THIS WILL

REQUIRE THE FOLLOWING TO BE IMPLEMENTED:

NEWLY CONSTRUCTED ELEMENTS MUST COMPLY WITH THE

REQUIREMENTS OF THE IRC (SEE TWO EXCEPTIONS UNDER

AJ501.1 FOR WINDOWS AND ELECTRICAL EQUIPMENT).

STAIRWAYS MUST BE PROVIDED WITH ILLUMINATION IN

ACCORDANCE WITH R303.7. INTERIOR STAIRWAYS MUST BE

PROVIDED WITH ILLUMINATION OF NOT LESS THAN 1 FOOT

CANDLE. PROVIDE A WALL SWITCH AT EACH FLOOR WHERE THE

STAIRWAY HAS 6 OR MORE RISERS.

HANDRAILS ON EXIT STAIRWAYS WILL BE REPLACED TO

COMPLY WITH R311 ON AT LEAST ONE SIDE.

GUARDS WILL BE PROVIDED ON ANY PORTION OF STAIRS NOT

EQUIPPED WITH GUARDS IN ACCORDANCE WITH R312.

INTERIOR WALL AND CEILING FINISH IN WORK AREAS WILL

COMPLY WITH R302.9 OR SHALL BE REMOVED OR TREATED

WITH AN APPROVED FIRE-RETARDANT COATING. WALL AND

CEILING FINISHES MUST HAVE A FLAME SPREAD RATING OF 200

OR LESS. WALL AND CEILING FINISHES MUST HAVE A SMOKE

DEVELOPED INDEX OF NOT MORE THAN 450.

BUILDING

REHABILITATION

UFC 3-600-01

BUILDING

REHABILITATION

IRC

US Army Corps of Engineers ®

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FireLogix Engineering, Ltd.

215 North Broadway Street

Lebanon, Ohio 45036

(513) 206-9651 www.firelogix.com

THIS DRAWING IS FOR

REFERENCE ONLY. IT IS NOT

PART OF THE CONSTRUCTION

CONTRACT AND ALL

INFORMATION CONTAINED HERE

IS LOCATED ON THE

CONSTRUCTION DOCUMENTS.

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ARIMS: 200A Disposition: Maintain for 15yrs after construction

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US Army Corps of Engineers ®

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THIS DRAWING IS FOR

REFERENCE ONLY. IT IS NOT

PART OF THE CONSTRUCTION

CONTRACT AND ALL

INFORMATION CONTAINED HERE

IS LOCATED ON THE

CONSTRUCTION DOCUMENTS.

FireLogix Engineering, Ltd.

215 North Broadway Street

Lebanon, Ohio 45036

(513) 206-9651 www.firelogix.com

ARIMS: 200A Disposition: Maintain for 15yrs after construction

W

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PC

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SPD

HH

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X

SURFACE 6" X 4' LED LUMINAIRE:

REFER TO LUMINAIRE SCHEDULE FOR ADDITIONAL

INFORMATION

3" ROUND RECESSED LED CAN LUMINAIRE, SEE

SCHEDULE FOR ADDITIONAL INFORMATION

WALL MOUNTED LUMINAIRE: REFER TO LUMINAIRE

SCHEDULE FOR ADDITIONAL INFORMATION

WALL SCONCE DECORATIVE LUMINAIRE: REFER TO

LUMINAIRE SCHEDULE FOR ADDITIONAL

INFORMATION

GROUND MOUNTED LED FLOOD LIGHT: REFER TO

LUMINAIRE SCHEDULE FOR ADDITIONAL

INFORMATION

EXIT SIGN WITH INTEGRAL HEADS

SWITCH: X=BLANK-SINGLE POLE 20A, TOGGLE;

X=3-THREE WAY; X=4-FOUR WAY; X=P-PILOT LIGHT;

X=K-KEY; X=MS-MOMENTARY

PHOTOCELL

WALL BOX DIMMER SWITCH

JUNCTION BOX

PANELBOARD

F,C

X Y Z

20A DUPLEX RECEPTACLE WITH COVER PLATE:

X=TYPE, Y"=NON-STANDARD MOUNTING HEIGHT,

Z=SPECIAL DESIGNATION, (18" AFF TYPICAL)

X Y Z

FLOOR OR CEILING MOUNTED DUPLEX

RECEPTACLE: F=FLOOR, C=CEILING

DUPLEX RECEPTACLE: ABOVE COUNTER (48" AFF

TYPICAL)

DOUBLE-DUPLEX RECEPTACLE WITH SINGLE

COVER PLATE

SIMPLEX RECEPTACLE WITH COVER PLATE

WALL MOUNTED SPECIAL RECEPTACLE: REFER TO

PLANS FOR ADDITIONAL INFORMATION

STANDARD DISCONNECT SWITCH: X=DISCONNECT

SIZE, Y=NUMBER OF POLES

STANDARD FUSED DISCONNECT SWITCH:

X=DISCONNECT SIZE, Y=FUSE SIZE, Z=NUMBER OF

POLES

X Y Z

MOTOR STARTER: X=STARTER SIZE, Y=NUMBER OF

POLES

X Y Z

COMBINATION MOTOR STARTER/DISCONNECT

SWITCH: X=STARTER SIZE, Y=FUSE SIZE, Z=NUMBER

OF POLES

MOTOR: PROVIDE POWER AS INDICATED

ELECTRIC METER

FRACTIONAL HORSEPOWER MANUAL MOTOR

STARTER

JUNCTION BOX

TRANSFORMER

HANDHOLE/POLE BOX: SEE DETAILS FOR

ADDITIONAL INFORMATION

SURGE PROTECTIVE DEVICE

PANELBOARD

DOOR BELL

GROUND ROD

WEATHER RESISTANT DUPLEX RECEPTACLE,

GROUND FAULT CIRCUIT INTERRUPTING WITH

IN-USE COVER

WP

LINE TYPE LEGEND

EXISTING TO REMAIN

EXISTING TO BE REMOVED

NEW WORK

DUPLEX RECEPTACLE, GROUND FAULT CIRCUIT

INTERRUPTER TYPE

GF

ABOVE COUNTER DUPLEX RECEPTACLE,

GFCI TYPE (48" AFF TYPICAL)

X

Y

Z

M

3" ROUND RECESSED LED WALL WASHER CAN

LUMINAIRE, SEE SCHEDULE FOR ADDITIONAL

INFORMATION

3" ROUND RECESSED LED SHOWER LUMINAIRE, SEE

SCHEDULE FOR ADDITIONAL INFORMATION

52" SUSPENDED CEILING FAN/LIGHT:

REFER TO LUMINAIRE SCHEDULE FOR ADDITIONAL

INFORMATION

SUSPENDED CHANDELIER:

REFER TO LUMINAIRE SCHEDULE FOR ADDITIONAL

INFORMATION

COMBINATION SMOKE/CO DETECTOR

GENERAL ELECTRICAL NOTES:

1. THE CONTRACTOR SHALL PERFORM NON-SELECTIVE DEMOLITION OF

AREAS TO BE RENOVATED ON THIS PROJECT. THE CONTRACTOR SHALL

INVESTIGATE AND IDENTIFY ALL ELEMENTS THAT SHALL BE PROTECTED

AND REMAIN IN PLACE AS REQUIRED TO PERMIT AREAS UNDISTURBED

BY THIS DEMOLITION / RENOVATION TO REMAIN OPERATIONAL. THE

CONTRACTOR SHALL IDENTIFY ANY CONDUITS / CONDUCTORS AND

SYSTEM CABLING THAT SERVES DEVICES AND EQUIPMENT OUTSIDE

THE WORK AREA. THE CONTRACTOR SHALL COORDINATE THE

REQUIRED ACTION TO BE TAKEN WITH CONTRACTING OFFICER'S

REPRESENTATIVE PRIOR TO DISTURBANCE OF THESE ELEMENTS. THE

CONTRACTOR IS REQUIRED TO ENSURE THAT ITEMS THAT ARE

EXISTING TO REMAIN AND / OR ITEMS THAT REQUIRE PHASED

DEMOLITION AND REPLACEMENT ARE ADEQUATELY IDENTIFIED,

MARKED, AND PROTECTED SO THAT THEY ARE NOT DISTURBED BY THE

CONTRACTOR'S DEMOLITION ACTIVITIES.

2. THE CONTRACTOR SHALL NOTIFY THE (COR) CONTRACTING OFFICER'S

REPRESENTATIVE FOR SCHEDULES OUTAGES TO THE ELECTRICAL

SERVICES IN THE HOMES. ALL UTILITY OUTAGE REQUIREMENTS,

INCLUDING DURATIONS ARE COVERED IN DIVISION 0 AND 1 OF THE

SPECIFICATIONS.

3. ALL CONDUIT/CONDUCTORS SHALL BE CONCEALED WITH THE

EXCEPTION OF UNFINISHED AREAS IN BASEMENTS AND CRAWL SPACES.

ALL WIRING DEVICES SHALL BE FLUSH MOUNTED IN FINISHED AREAS.

4. THE CONTRACTOR SHALL PROVIDE AN UPDATED TYPE WRITTEN

PANELBOARD DIRECTORY AND UPDATED NAMEPLATE DATA BASED ON

FIELD ANALYSIS OF UTILITY VAULT DISTIBUTION FEEDING HOMES.

5. THE CONTRACTOR SHALL CONTACT MR. THOMAS AT DAYTON POWER &

LIGHT (DP&L) TO COORDINATE ALL ELECTRIC UTILITY SHUTDOWNS AND

TEMPORARY POWER.

DARRYL THOMAS: DARRYL.THOMAS.3@US.AF.MIL (937) 904-2201

NOTE: NOT ALL SYMBOLS MAY BE USED. NOTE: NOT ALL SYMBOLS MAY BE USED.

ABBREVIATIONS

NOTE: NOT ALL ABBREVIATIONS MAY BE USED.

(A) EXISTING TO BE ABANDONED

(D) EXISTING TO BE DEMOLISHED

(E) EXISTING TO REMAIN

(F) FUTURE

(R) EXISTING TO BE RELOCATED

A AMPERE

AC ALTERNATING CURRENT OR AIR CONDITIONER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AIC AMPS INTERRUPTING CAPACITY

ANNC ANNUNCIATOR

AWG AMERICAN WIRE GAUGE

BPS BOLTED PRESSURE SWITCH

C CONDUIT

CB CIRCUIT BREAKER

CCTV CLOSED CIRCUIT TELEVISION

CKT CIRCUIT

CM CONSTRUCTION MANAGER

DC DIRECT CURRENT

DP DISTRIBUTION PANELBOARD

DTT DOUBLE TWIN TUBE

EB ELECTRONIC BALLAST

EC ELECTRICAL CONTRACTOR

EM EMERGENCY

EMT ELECTRICAL METAL TUBING

EWC ELECTRIC WATER COOLER

FA FIRE ALARM

FLA FULL LOAD AMPS

G GROUND

GC GENERAL TRADES CONTRACTOR

GF GROUND FAULT

GFCI GROUND FAULT CIRCUIT INTERRUPTER

GEN GENERATOR

HOA HAND-OFF-AUTOMATIC

HP HORSEPOWER

HPC HIGH PRESSURE CONTACT SWITCH

HZ HERTZ

IG ISOLATED GROUND

IMC INTERMEDIATE METAL CONDUIT

INCD INCANDESCENT

ABBREVIATIONS

NOTE: NOT ALL ABBREVIATIONS MAY BE USED.

KVA KILOVOLT AMPERE

KW KILOWATT

LTG LIGHTING OR LIGHT

LRA LOCKED ROTOR AMPS

MCA MINIMUM CIRCUIT AMPACITY

MCB MAIN CIRCUIT BREAKER

MCC MOTOR CONTROL CENTER

MDP MAIN DISTRIBUTION PANEL

MLO MAIN LUGS ONLY

MNS MASS NOTIFICATION SYSTEM

MOCP MAXIMUM OVERCURRENT PROTECTION

MSB MAIN SWITCHBOARD

MH METAL HALIDE

MTS MANUAL TRANSFER SWITCH

NAC NOTIFICATION APPLIANCE CIRCUIT

NC NORMALLY CLOSED

NO NORMALLY OPEN

NF NON-FUSED

OCC OCCUPANCY

PA PUBLIC ADDRESS

PB PULL BOX OR PUSH BUTTON

PVC POLYVINYL CHLORIDE (PLASTIC PIPE)

PWR POWER

RECPT RECEPTACLE

SPD SURGE PROTECTIVE DEVICE

STP SHIELDED, TWISTED PAIR

TC TIME CLOCK

TRT TRIPLE TUBE

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

UTP UNSHIELDED, TWISTED PAIR

V VOLT

W WATT

WAP WIRELESS ACCESS POINT

WH WATTHOUR

WP WEATHERPROOF, NEMA 3R UNO

XFMR TRANSFORMER

Z IMPEDANCE

∅ PHASE

LIGHTING SYMBOLS POWER SYMBOLS

COR CONTRACTING OFFICER REPRESENTATION NL NIGHT LIGHT

PNL PANEL

BOTOS JR.

E-70790

STEVEN L.

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E-001

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ARIMS: 200A Disposition: Maintain for 15yrs after construction

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F6 A-201

C6 A-201

EXISTING GARAGE

SLAB SHOULD BE

SLOPED MIN. OF 1/4"/

1'-0"

GARAGE

SPLASH BLOCKS

(TYP.)

2' - 0" 8' - 0" 2' - 0"

A A

F6 A-201

C6 A-201

1'-0" / 1'-0"

3 3

D3 A-501

TYP.

1'-0" / 1'-0"

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

EXTERIOR SINGLE

PANEL DOOR

DOUBLE HUNG

WINDOW

Room name

DOOR TAG - REFER

TO DOOR SCHEDULE

ROOM TAG

EXTERIOR WOOD

PANELED GARAGE

DOOR - REFER TO

DOOR SCHEDULE

WINDOW TAG

NEW LEGEND

DEMOLISHED LEGEND

EXISTING WALL

TO REMAIN

EXISTING WALL TO

BE DEMOLISHED

EXISTING DOOR

TO EXISTING

EXISTING DOOR TO

BE DEMOLISHED

1t

NOT USED.

DEMOLISH EXISTING GARAGE DOOR, DOOR TRACK AND EQUIPMENT.

EXISTING WINDOW, TRIM AND HARDWARE TO BE REMOVED COMPLETE,

PROVIDE TEMPORARY SHORING/BRACING AS REQUIRED TO PROTECT

STRUCTURE TO REMAIN. ALL DAMAGED ADJACENT FRAMING TO BE

REMOVED, REFRAME OPENING AND PREP FOR INSTALLATION OF NEW

WINDOW.

REMOVE CLEAN AND PREPARE ALL LOOSE BRICK FOR REINSTALLATION,

PREPARE BASE SURFACE, REMOVE ALL LOOSE AND SPRAWLING GROUT TO

SOLID SUBSTRUCTURE.

DEMOLISH EXISTING SCREENED IN PORCH ENCLOSURES INCLUDING ANY

ROOF AND SCREENWALL STRUCTURE, CONCRETE SLAB, AND ANY

TREATMENT ON THE GARAGE WALL. CONTRACTOR TO ASSUME 100

PERCENT OF EXISTING GARAGES HAVE EXISTING ENCLOSURES TO BE

DEMOLISHED. REFER TO THE REPRESENTATIVE PHOTOS INCLUDED HERE.,

EXISTING GARAGE WALL TO BE CLEANED PATCHED AND REPAIRED AT ALL

CONNECTION LOCATIONS TYP.

REMOVE ALL PAINT ON EXTERIOR BRICK, REPAIR AND TUCKPOINT ANY

DETERIORATED MASONRY JOINTS.

SCREENED- IN PORCH

REPRESENTATIVE PHOTO

NEW DOOR AND HARDWARE - REFER TO DOOR SCHEDULE AND DETAILS.

EXTERIOR FACE OF MASONRY WALLS TO BE CLEANED AND PREPARED

FOR COMPLETION OF TUCKPOINTING SCOPE REFER TO SPECIFICATIONS

FOR REQUIREMENTS. ASSUME 166 SF / ADDRESS OF EXISTING MASONRY

WILL REQUIRE TUCKPOINTING.

NEW TILE ROOF, REFER TO ROOF PLAN & DETAILS FOR FURTHER

INFORMATION.

NEW 6" K-STYLE GUTTER, WITH FACTORY END CAPS AND CORNERS, AND

4"X6" DOWNSPOUT, COLOR TO BE PREFINISHED DARK BRONZE. USE

SALVAGED SCUPPERS AND STRAPS, REPLACE TO ORIGINAL LOCATIONS

PROVIDE SPLASHBLOCKS AT EACH LOCATION TYPICAL.

NEW WINDOW, CASEMENT AND TRIM, PAINT TRIM TO MATCH EXISTING

ADJACENT SEE DETAILS AND SCHEDULE FOR FURTHER INFORMATION.

EXISTING LINTEL TO BE REPLACED AT GARAGE DOOR OPENING.

COORDINATE WITH STRUCT. FOR SIZE AND LENGTH. TUCKPOINT AS

REQUIRED AFTER INSTALLATION.

LIGHT FIXTURE, COORDINATE WITH ELECTRICAL DRAWINGS.

A. ALL TYPICAL INTERIOR WALLS MAY BE FRAMED WITH WOOD OR EQUALLY

SIZED METAL STUDS AT A MAX OF 16" O.C. TYP. SEE STRUCTURAL

SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

B. FIELD VERIFY ALL DIMENSIONS.

C. REFER TO ABBREVIATION LIST FOR DEFINITION OF ABBREVIATIONS. WHEN

AN ABBREVIATION IS USED BUT NOT LISTED, THE DEFINITION IN THE

SPECIFICATIONS OR REQUEST FOR PROPOSAL (RFP) SHOULD BE USED. IN

THE EVENT THAT AN ABBREVIATION IS NOT LISTED IN THE SPECIFICATIONS

OR RFP, THE INDUSTRY STANDARD DEFINITION APPLICABLE TO THE

CONTEXT SHOULD BE USED.

D. DIMENSIONS SHOWN ARE FACE TO FACE OF STUD, FACE OF CMU, FACE OF

CONCRETE OR GRID LINES (TYPICAL) UNLESS NOTED OTHERWISE.

DIMENSIONS WITH AN * SUFFIX ARE DIMENSIONED TO FACE OF EXTERIOR

WALL ASSEMBLIES.

E. DIMENSIONS MARKED AS "CLEAR" INDICATES THE DIMENSION IS FROM

FINISH TO FINISH.

F. ALL SPOT ELEVATIONS ARE ABOVE FINISHED FLOOR. REFER TO CIVIL

DRAWINGS FOR ACTUAL SITE SPOT ELEVATIONS.

G. CONTRACTOR SHALL PREPARE ALL WALLS AND PARTITIONS AS

RECOMMENDED BY THE FINISH MANUFACTURER TO RECEIVE THE FINISHES

SPECIFIED.

H. REMOVE, CLEAN, AND PREPARE ALL LOOSE BRICK FOR REINSTALLATION,

REPAIR BASE SURFACE, REMOVE ALL LOOSE, AND SPRAWLING GROUT TO

SOLID SUBSTRUCTURE.

A. REMOVE EXISTING GARAGE DOORS, WINDOWS, CASEMENT AND TRIM,

INSPECT OPENING FOR WATER/ MOLD/ INSECT DAMAGE, REMOVE ALL

DAMAGED MATERIAL. REPLACE DAMAGED MASONRY LINTELS, PREP OPENING

TO RECEIVE REPLACEMENT FRAMING AND BLOCKING. INSPECT AND REPLACE

ALL DAMAGED WINDOW SILL WITH NEW CAST STONE SILL TO MATCH

EXISTING SIZE AND PROFILE. CONTRACTOR TO ALLOW FOR (6) OF THE

PROJECT WINDOW SILLS TO BE REPLACED IN BID PROPOSAL. NOTE:

SCHEDULE THIS WORK SO AS TO REPLACE WITH NEW AT EACH LOCATION

ONCE OPENING IS REPAIRED, SO AS TO MINIMIZE BREAKS IN THE BUILDING

ENVELOPE.

B. EXISTING TILE ROOF, UNDERLAYMENT, FLASHING, GUTTERS AND

DOWNSPOUTS TO BE REMOVED COMPLETE. CONTRACTOR TO INSPECT ALL

EAVE AND GABLE FACIA, TRIM AND ROOF SHEATHING AND REPLACE ALL

DAMAGED MATERIAL TO MATCH EXISTING ADJACENT; CONTRACTOR TO

PROVIDE ALLOWANCE FOR DEMO AND REPLACEMENT (4) 8FT 1X8 SHEATHING

BOARDS & (4) 8FT FACIA AND TRIM BOARDS TO MATCH EXISTING IN BID PER

GARAGE.

C. ALL METAL AND COPPER DEMOLISHED MUST GO TO RECYCLING CENTER,

COORDINATE BASE HOUSING AUTHORITY.

D. REMOVE CLEAN AND REINSTALL ALL LOOSE BRICK TO MATCH EXISTING

ADJACENT SURFACE LEVEL SHORING AND BRACING AS REQUIRED TO

PERFORM SCHEDULED WORK.

US Army Corps of Engineers ®

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EX-GAR1

1/4" = 1'-0"D3

FLOOR PLAN

0 2' 4' 8' 0 2' 4' 8'

0 2' 4' 8'

1/4" = 1'-0"D5

ROOF PLAN

1/4" = 1'-0"A3

DEMO FLOOR PLAN

1/4" = 1'-0"A5

DEMO ROOF PLAN

0 2' 4' 8'

KEYNOTES:

GENERAL NOTES:

DEMOLITION KEYNOTES:

DEMOLITION GENERAL NOTES:

LEGEND:

A C

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1/21/21

ARIMS: 200A Disposition: Maintain for 15yrs after construction

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GARAGE FLOOR

843'-3 3/8"

FASCIA

1' -0

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

8' - 2"

GARAGE FLOOR

843'-3 3/8"

FASCIA

SPLASH

BLOCK (TYP.)

21' - 0"

A

NEW DOOR AND HARDWARE - REFER TO DOOR SCHEDULE AND DETAILS.

EXTERIOR FACE OF MASONRY WALLS TO BE CLEANED AND PREPARED

FOR COMPLETION OF TUCKPOINTING SCOPE REFER TO SPECIFICATIONS

FOR REQUIREMENTS. ASSUME 166 SF / ADDRESS OF EXISTING MASONRY

WILL REQUIRE TUCKPOINTING.

NEW TILE ROOF, REFER TO ROOF PLAN & DETAILS FOR FURTHER

INFORMATION.

NEW 6" K-STYLE GUTTER, WITH FACTORY END CAPS AND CORNERS, AND

4"X6" DOWNSPOUT, COLOR TO BE PREFINISHED DARK BRONZE. USE

SALVAGED SCUPPERS AND STRAPS, REPLACE TO ORIGINAL LOCATIONS

PROVIDE SPLASHBLOCKS AT EACH LOCATION TYPICAL.

NEW WINDOW, CASEMENT AND TRIM, PAINT TRIM TO MATCH EXISTING

ADJACENT SEE DETAILS AND SCHEDULE FOR FURTHER INFORMATION.

EXISTING LINTEL TO BE REPLACED AT GARAGE DOOR OPENING.

COORDINATE WITH STRUCT. FOR SIZE AND LENGTH. TUCKPOINT AS

REQUIRED AFTER INSTALLATION.

LIGHT FIXTURE, COORDINATE WITH ELECTRICAL DRAWINGS.

A. ALL TYPICAL INTERIOR WALLS MAY BE FRAMED WITH WOOD OR EQUALLY

SIZED METAL STUDS AT A MAX OF 16" O.C. TYP. SEE STRUCTURAL

SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

B. FIELD VERIFY ALL DIMENSIONS.

C. REFER TO ABBREVIATION LIST FOR DEFINITION OF ABBREVIATIONS. WHEN

AN ABBREVIATION IS USED BUT NOT LISTED, THE DEFINITION IN THE

SPECIFICATIONS OR REQUEST FOR PROPOSAL (RFP) SHOULD BE USED. IN

THE EVENT THAT AN ABBREVIATION IS NOT LISTED IN THE SPECIFICATIONS

OR RFP, THE INDUSTRY STANDARD DEFINITION APPLICABLE TO THE

CONTEXT SHOULD BE USED.

D. DIMENSIONS SHOWN ARE FACE TO FACE OF STUD, FACE OF CMU, FACE OF

CONCRETE OR GRID LINES (TYPICAL) UNLESS NOTED OTHERWISE.

DIMENSIONS WITH AN * SUFFIX ARE DIMENSIONED TO FACE OF EXTERIOR

WALL ASSEMBLIES.

E. DIMENSIONS MARKED AS "CLEAR" INDICATES THE DIMENSION IS FROM

FINISH TO FINISH.

F. ALL SPOT ELEVATIONS ARE ABOVE FINISHED FLOOR. REFER TO CIVIL

DRAWINGS FOR ACTUAL SITE SPOT ELEVATIONS.

G. CONTRACTOR SHALL PREPARE ALL WALLS AND PARTITIONS AS

RECOMMENDED BY THE FINISH MANUFACTURER TO RECEIVE THE FINISHES

SPECIFIED.

H. REMOVE, CLEAN, AND PREPARE ALL LOOSE BRICK FOR REINSTALLATION,

REPAIR BASE SURFACE, REMOVE ALL LOOSE, AND SPRAWLING GROUT TO

SOLID SUBSTRUCTURE.

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EX-GAR1

1/4" = 1'-0"F6

FRONT ELEVATION

1/4" = 1'-0"C6

SIDE ELEVATION

KEYNOTES:

GENERAL NOTES:

0 2' 4' 8'

0 2' 4' 8'

1/4" = 1'-0"E3

REFLECTED CEILING PLAN

0 2' 4' 8'

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NEW MEMBRANE

FLASHING

NEW STEEL LINTEL -

MINIMUM 4" BEARING

EACH END. (PAINT)

WEEP AT 2'-8" O.C.

SEALANT

QUARTER ROUND

BRICK MOLD

NEW BLOCKING

AS REQUIRED

NEW 2X6 WALL FRAMING

AND BUILT-UP HEADER

NEW 1/2" GYPSUM WALL BOARD

ALUMINUM CLAD

WOOD DOUBLE-HUNG

WINDOW (PAINTED

INTERIOR)

WOOD SILL AND TRIM (PAINT)

EXISTING WOOD FRAMING

SUBSILL THRU-WALL

FLASHING

NEW FLUID-APPLIED

WATER - PROOFING

WEEP AT 2'-8" O.C.

LIQUID APPLIED

WATER PROOFING

EXISTING FACE OF

BRICK

NEW 1/2" GYPSUM WALL BOARD

EXTERIOR GRADE

PLYWOOD

EXTERIOR GRADE

PLYWOOD

BRICK SOLDIER

BRICK SOLDIER

NEW MEMBRANE

FLASHING

BRICK MOLDING

WOOD DOOR

WOOD CASING

NEW 1/2" GYPSUM

WALL BOARD

BUILT-UP 2X6 HEADER

EXISTING WOOD FRAMING

LIQUID APPLIED

WATER PROOFING

NEW STEEL LINTEL -

MINIMUM 4" BEARING

EACH END. (PAINT)

WEEP AT 2'-8" O.C.

EXTERIOR GRADE

PLYWOOD

EXISTING FACE OF

BRICK

EXISTING FACE OF

BRICK

LIQUID APPLIED

WATER PROOFING

BRICK MOLDING

WOOD DOOR

WOOD DOOR CASING

EXISTING WOOD

FRAMING

EXTERIOR GRADE

PLYWOOD

WOOD DOOR FRAME

THRESHOLD BELOW

1/2" GYPSUM WALL

BOARD

ENTRANCE DOOR

THRESHOLD SET IN MASTICPREFINISHED METAL

SUB-SILL FLASHING

WOOD SADDLE

DRIVEWAY - SEE CIVIL

EXISTING CONCRETE SLAB

EXISTING FACE OF

BRICK

2' - 5"

2"7' - 8"2"

8' - 0"

3' - 10"

ARCH-GARAGE FLOOR

834'-10 7/16"

30# FELT ON ROOF

SHEATHING

ICE AND WATER SHIELD - EXTEND OVER

ROOF RIDGE AND EXTEND 24" EACH SIDE

30# FELT - EXTEND OVER ROOF

RIDGE BLOCKING

RIDGE BLOCKINGFIELD TILE

CEMENT FILLER

CIRCULAR COVER

STRINGER

a. STRIP MASONRY LINTEL TO BARE METAL/ CLEAN/

APPLY RUST INHIBITOR/ 1PRIME/ 2 FINISH COATS OF

PAINT.

LINTEL CONDITION NOTES

ii. CLEAN DISCOLORATION/ TUCKPOINT.

SILL CONDITION NOTES

US Army Corps of Engineers ®

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TYPE

EX-GAR1

1 1/2" = 1'-0"E1

WINDOW DETAIL

2'0 1'6"

1 1/2" = 1'-0"F3

DOOR HEAD

1 1/2" = 1'-0"F6

DOOR JAMB

1 1/2" = 1'-0"F8

DOOR SILL

DOOR SCHEDULE

DOOR

NUMBER TYPE

DOOR FRAME

DOOR

TYPE HEAD JAMB SILL HARDWARE COMMENTS

SIZE

MATERIAL FINISH MATERIAL FINISHWIDTH HEIGHT THICKNESS

101 1 8'-0" 7'-3 1/2" 3" WD PT WD PT A1/A-501 F3/A-501 F6/A-501 F8/A-501 1

HARDWARE SCHEDULE

NOTE: PROVIDE (1) SET EACH DOOR LEAF (TYPICAL)

TYPE# USE CATEGORY

1. ENTRY DOORS:

1 ½” PAIR BUTTS

WALL STOP

DOOR SWEEP

DOOR SILENCERS (3)

DEAD BOLT

REFURBISHED / RESTORED ENTRY

LOCKSET HARDWARE

A3 3/8" = 1'-0"

WINDOW TYPE A

0 2' 4' 8' 0 2' 4' 8'

2'0 1'6"2'0 1'6" 2'0 1'6"

3/8" = 1'-0"A1

SOLID WOOD DOORS

1 1/2" = 1'-0"D3

RIDGE CONDITION

2'0 1'6"

WINDOW SCHEDULE

TYPE

MARK

LINTEL SILL

COMMENTS

ROUGH

OPENING CONDITION CONDITION

A 2'-5" a ii

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ARIMS: 200A Disposition: Maintain for 15yrs after construction

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LED UTILITY FIXTURE, DROP LENS, ETL CERTIFIED,

ENERGY STAR 2.0, TITLE JA8-2016, ADA

COMPLIANT, DAMP LOCATION LISTED, 5 YEAR

WARRANTY

2730 DELIVERED LUMENS, LED

DRIVER, 3000K COLOR

TEMPERATURE, 120V, 80 CRI, INPUT

WATTS 30, SYMMETRIC REFLECTOR

W/DROP ACRYLIC LENS, 50,000

HOURS RATED LIFE

ALUMINUM

WITH WHITE

ACRYLIC

DIFFUSER

SURFACE

MOUNT ON

SLOPED

48"L X 5-3/8" W

S1

(6) E26 60W MAX SOCKETS WITH LED

SALIENT FEATURESPERFORMANCE

CONSTRUCTION

AND FINISH

MOUNTINGDIMENSIONSTYPE

W2

6.25"H X 10.50"W X

6.75"

EXTENSION

WALL

FLOOD

LIGHT

DIE-CAST

ALUMINUM

HOUSING

W/DARK

BRONZE

POLYESTER

POWDER-COAT

FINISH

TWIN LED FLOOD SECURITY LIGHT,

1900 LUMENS, 5000K, 20.5 WATT, 80

CRI, RATED FOR 60,000 HOURS

WET LOCATION COMPLIANCE, BUILT IN PIR

MOTION SENSOR, DETECTS 240 DEGREE RANGE,

INTEGRATED LED W/36 LED MODULES, BRONZE

FINISH

LUMINAIRE SCHEDULE

CEILING

W2

S1

S1

A2

E-101

GARAGE

GFGF

GF

GFGF

WP/GF

GARAGE FLOOR

843'-3 3/8"

EXISTING ROOF

853'-3 3/8"

ARCH-GARAGE FLOOR

834'-10 7/16"

W2

BOTOS JR.

E-70790

STEVEN L.

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1/20/2021

E-101

TYPE

EX-GAR1

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GENERAL SHEET NOTES:

SHEET KEY NOTES:

1. ELECTRICAL FEED FROM 20A/1P GFCI BREAKER IN NEW GARAGE PANEL 'GR'.

FIELD VERIFY UNDERGROUND CONDUIT ROUTING.

1. SEAL ALL PENETRATIONS IN WALLS, FLOORS AND CEILINGS MOISTURE TIGHT.

2. SHARED NEUTRALS ARE NOT ALLOWED ON THIS PROJECT.

3. MOUNT WALL RECEPTACLES AT 60" AFF UNLESS NOTED OTHERWISE ON PLAN.

4. ALL GARAGE RECEPTACLES SHALL BE GFCI TYPE.

5. ALL EXISTING ELECTRICAL LIGHTING, RECEPTACLES, ETC., TO BE REMOVED

COMPLETELY.

1/4" = 1'-0"A6

GARAGE TYPE 1 FLOOR PLAN -

ELECTRICAL

1/4" = 1'-0"A2

FRONT ELEVATION

ARIMS: 200A Disposition: Maintain for 15yrs after construction

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E5

A5 A-201

C5 A-201

EXISTING GARAGE

SLAB SHOULD BE

SLOPED MIN. OF 1/4"/

1'-0" VAULT

GARAGE

SPLASHBLOCK

(TYP.)

8' - 0" 2' - 0"

A

A

E5 A-201

A5 A-201

C5 A-201

1'-0" / 1'-0"

1'-0" / 1'-0"

D3 A-501

TYP.

D6 A-501

TYP.

1'-0" / 1'-0"

1'-0" / 1'-0"

EXTERIOR SINGLE

PANEL DOOR

DOUBLE HUNG

WINDOW

Room name

DOOR TAG - REFER

TO DOOR SCHEDULE

ROOM TAG

EXTERIOR WOOD

PANELED GARAGE

DOOR - REFER TO

DOOR SCHEDULE

WINDOW TAG

NEW LEGEND

DEMOLISHED LEGEND

EXISTING WALL

TO REMAIN

EXISTING WALL TO

BE DEMOLISHED

EXISTING DOOR

TO EXISTING

EXISTING DOOR TO

BE DEMOLISHED

1t

NEW DOOR AND HARDWARE - REFER TO DOOR SCHEDULE AND DETAILS.

EXTERIOR FACE OF MASONRY WALLS TO BE CLEANED AND PREPARED

FOR COMPLETION OF TUCKPOINTING SCOPE REFER TO SPECIFICATIONS

FOR REQUIREMENTS. ASSUME 209 SF / ADDRESS OF EXISTING MASONRY

WILL REQUIRE TUCKPOINTING.

NEW TILE ROOF, REFER TO ROOF PLAN & DETAILS FOR FURTHER

INFORMATION.

NEW 6" K-STYLE GUTTER, WITH FACTORY END CAPS AND CORNERS, AND

4"X6" DOWNSPOUT, COLOR TO BE PREFINISHED DARK BRONZE. USE

SALVAGED SCUPPERS AND STRAPS, REPLACE TO ORIGINAL LOCATIONS

PROVIDE SPLASHBLOCKS AT EACH LOCATION TYPICAL.

NEW WINDOW, CASEMENT AND TRIM, PAINT TRIM TO MATCH EXISTING

ADJACENT SEE DETAILS AND SCHEDULE FOR FURTHER INFORMATION.

EXISTING LINTEL TO BE REPLACED AT GARAGE DOOR OPENING.

COORDINATE WITH STRUCT. FOR SIZE AND LENGTH. TUCKPOINT AS

REQUIRED AFTER INSTALLATION.

LIGHT FIXTURE, COORDINATE WITH ELECTRICAL DRAWINGS.

A. ALL TYPICAL INTERIOR WALLS MAY BE FRAMED WITH WOOD OR EQUALLY

SIZED METAL STUDS AT A MAX OF 16" O.C. TYP. SEE STRUCTURAL

SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

B. FIELD VERIFY ALL DIMENSIONS.

C. REFER TO ABBREVIATION LIST FOR DEFINITION OF ABBREVIATIONS. WHEN

AN ABBREVIATION IS USED BUT NOT LISTED, THE DEFINITION IN THE

SPECIFICATIONS OR REQUEST FOR PROPOSAL (RFP) SHOULD BE USED. IN

THE EVENT THAT AN ABBREVIATION IS NOT LISTED IN THE SPECIFICATIONS

OR RFP, THE INDUSTRY STANDARD DEFINITION APPLICABLE TO THE

CONTEXT SHOULD BE USED.

D. DIMENSIONS SHOWN ARE FACE TO FACE OF STUD, FACE OF CMU, FACE OF

CONCRETE OR GRID LINES (TYPICAL) UNLESS NOTED OTHERWISE.

DIMENSIONS WITH AN * SUFFIX ARE DIMENSIONED TO FACE OF EXTERIOR

WALL ASSEMBLIES.

E. DIMENSIONS MARKED AS "CLEAR" INDICATES THE DIMENSION IS FROM

FINISH TO FINISH.

F. ALL SPOT ELEVATIONS ARE ABOVE FINISHED FLOOR. REFER TO CIVIL

DRAWINGS FOR ACTUAL SITE SPOT ELEVATIONS.

G. CONTRACTOR SHALL PREPARE ALL WALLS AND PARTITIONS AS

RECOMMENDED BY THE FINISH MANUFACTURER TO RECEIVE THE FINISHES

SPECIFIED.

H. REMOVE, CLEAN, AND PREPARE ALL LOOSE BRICK FOR REINSTALLATION,

REPAIR BASE SURFACE, REMOVE ALL LOOSE, AND SPRAWLING GROUT TO

SOLID SUBSTRUCTURE.

A. REMOVE EXISTING GARAGE DOORS, WINDOWS, CASEMENT AND TRIM,

INSPECT OPENING FOR WATER/ MOLD/ INSECT DAMAGE, REMOVE ALL

DAMAGED MATERIAL. REPLACE DAMAGED MASONRY LINTELS, PREP OPENING

TO RECEIVE REPLACEMENT FRAMING AND BLOCKING. INSPECT AND REPLACE

ALL DAMAGED WINDOW SILL WITH NEW CAST STONE SILL TO MATCH

EXISTING SIZE AND PROFILE. CONTRACTOR TO ALLOW FOR (6) OF THE

PROJECT WINDOW SILLS TO BE REPLACED IN BID PROPOSAL. NOTE:

SCHEDULE THIS WORK SO AS TO REPLACE WITH NEW AT EACH LOCATION

ONCE OPENING IS REPAIRED, SO AS TO MINIMIZE BREAKS IN THE BUILDING

ENVELOPE.

B. EXISTING TILE ROOF, UNDERLAYMENT, FLASHING, GUTTERS AND

DOWNSPOUTS TO BE REMOVED COMPLETE. CONTRACTOR TO INSPECT ALL

EAVE AND GABLE FACIA, TRIM AND ROOF SHEATHING AND REPLACE ALL

DAMAGED MATERIAL TO MATCH EXISTING ADJACENT; CONTRACTOR TO

PROVIDE ALLOWANCE FOR DEMO AND REPLACEMENT (4) 8FT 1X8 SHEATHING

BOARDS & (4) 8FT FACIA AND TRIM BOARDS TO MATCH EXISTING IN BID PER

GARAGE.

C. ALL METAL AND COPPER DEMOLISHED MUST GO TO RECYCLING CENTER,

COORDINATE BASE HOUSING AUTHORITY.

D. REMOVE CLEAN AND REINSTALL ALL LOOSE BRICK TO MATCH EXISTING

ADJACENT SURFACE LEVEL SHORING AND BRACING AS REQUIRED TO

PERFORM SCHEDULED WORK.

DEMOLISH EXISTING MAN DOOR AND HARDWARE COMPLETE.

DEMOLISH EXISTING GARAGE DOOR, DOOR TRACK AND EQUIPMENT.

EXISTING WINDOW, TRIM AND HARDWARE TO BE REMOVED COMPLETE,

PROVIDE TEMPORARY SHORING/BRACING AS REQUIRED TO PROTECT

STRUCTURE TO REMAIN. ALL DAMAGED ADJACENT FRAMING TO BE

REMOVED, REFRAME OPENING AND PREP FOR INSTALLATION OF NEW

WINDOW.

REMOVE CLEAN AND PREPARE ALL LOOSE BRICK FOR REINSTALLATION,

PREPARE BASE SURFACE, REMOVE ALL LOOSE AND SPRAWLING GROUT TO

SOLID SUBSTRUCTURE.

DEMOLISH EXISTING SCREENED IN PORCH ENCLOSURES INCLUDING ANY

ROOF AND SCREENWALL STRUCTURE, CONCRETE SLAB, AND ANY

TREATMENT ON THE GARAGE WALL. CONTRACTOR TO ASSUME 100

PERCENT OF EXISTING GARAGES HAVE EXISTING ENCLOSURES TO BE

DEMOLISHED. REFER TO THE REPRESENTATIVE PHOTOS INCLUDED HERE.,

EXISTING GARAGE WALL TO BE CLEANED PATCHED AND REPAIRED AT ALL

CONNECTION LOCATIONS TYP.

REMOVE ALL PAINT ON EXTERIOR BRICK, REPAIR AND TUCKPOINT ANY

DETERIORATED MASONRY JOINTS.

SCREENED- IN PORCH

REPRESENTATIVE PHOTO

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EX-GAR1A

1/4" = 1'-0"D1

FLOOR PLAN

0 2' 4' 8' 0 2' 4' 8'

0 2' 4' 8' 0 2' 4' 8'

1/4" = 1'-0"D4

ROOF PLAN

1/4" = 1'-0"A1

DEMO FLOOR PLAN

1/4" = 1'-0"A4

DEMO ROOF PLAN

KEYNOTES:

LEGEND:

GENERAL NOTES:

DEMOLITION KEYNOTES:

DEMOLITION GENERAL NOTES:

A C

O R

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CERTIFIED FINAL SUBMITTAL

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1/21/21

ARIMS: 200A Disposition: Maintain for 15yrs after construction

W

2Q R

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GARAGE FLOOR

843'-3 3/8"

FASCIA 1'

-0

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

SPLASH BLOCK (TYP.)

7"

8' - 1"

GARAGE FLOOR

843'-3 3/8"

11" /

'-0 " 11" / 1'-0"

FASCIA

SPLASH BLOCK (TYP.)

10' - 6"

A

GARAGE FLOOR

843'-3 3/8"

FASCIA

21' - 0"

A

NEW DOOR AND HARDWARE - REFER TO DOOR SCHEDULE AND DETAILS.

EXTERIOR FACE OF MASONRY WALLS TO BE CLEANED AND PREPARED

FOR COMPLETION OF TUCKPOINTING SCOPE REFER TO SPECIFICATIONS

FOR REQUIREMENTS. ASSUME 209 SF / ADDRESS OF EXISTING MASONRY

WILL REQUIRE TUCKPOINTING.

NEW TILE ROOF, REFER TO ROOF PLAN & DETAILS FOR FURTHER

INFORMATION.

NEW 6" K-STYLE GUTTER, WITH FACTORY END CAPS AND CORNERS, AND

4"X6" DOWNSPOUT, COLOR TO BE PREFINISHED DARK BRONZE. USE

SALVAGED SCUPPERS AND STRAPS, REPLACE TO ORIGINAL LOCATIONS

PROVIDE SPLASHBLOCKS AT EACH LOCATION TYPICAL.

NEW WINDOW, CASEMENT AND TRIM, PAINT TRIM TO MATCH EXISTING

ADJACENT SEE DETAILS AND SCHEDULE FOR FURTHER INFORMATION.

EXISTING LINTEL TO BE REPLACED AT GARAGE DOOR OPENING.

COORDINATE WITH STRUCT. FOR SIZE AND LENGTH. TUCKPOINT AS

REQUIRED AFTER INSTALLATION.

LIGHT FIXTURE, COORDINATE WITH ELECTRICAL DRAWINGS.

A. ALL TYPICAL INTERIOR WALLS MAY BE FRAMED WITH WOOD OR EQUALLY

SIZED METAL STUDS AT A MAX OF 16" O.C. TYP. SEE STRUCTURAL

SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

B. FIELD VERIFY ALL DIMENSIONS.

C. REFER TO ABBREVIATION LIST FOR DEFINITION OF ABBREVIATIONS. WHEN

AN ABBREVIATION IS USED BUT NOT LISTED, THE DEFINITION IN THE

SPECIFICATIONS OR REQUEST FOR PROPOSAL (RFP) SHOULD BE USED. IN

THE EVENT THAT AN ABBREVIATION IS NOT LISTED IN THE SPECIFICATIONS

OR RFP, THE INDUSTRY STANDARD DEFINITION APPLICABLE TO THE

CONTEXT SHOULD BE USED.

D. DIMENSIONS SHOWN ARE FACE TO FACE OF STUD, FACE OF CMU, FACE OF

CONCRETE OR GRID LINES (TYPICAL) UNLESS NOTED OTHERWISE.

DIMENSIONS WITH AN * SUFFIX ARE DIMENSIONED TO FACE OF EXTERIOR

WALL ASSEMBLIES.

E. DIMENSIONS MARKED AS "CLEAR" INDICATES THE DIMENSION IS FROM

FINISH TO FINISH.

F. ALL SPOT ELEVATIONS ARE ABOVE FINISHED FLOOR. REFER TO CIVIL

DRAWINGS FOR ACTUAL SITE SPOT ELEVATIONS.

G. CONTRACTOR SHALL PREPARE ALL WALLS AND PARTITIONS AS

RECOMMENDED BY THE FINISH MANUFACTURER TO RECEIVE THE FINISHES

SPECIFIED.

H. REMOVE, CLEAN, AND PREPARE ALL LOOSE BRICK FOR REINSTALLATION,

REPAIR BASE SURFACE, REMOVE ALL LOOSE, AND SPRAWLING GROUT TO

SOLID SUBSTRUCTURE.

4 4

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A-201

E L

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IN

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CORRECTED FINAL

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TYPE

EX-GAR1A

KEYNOTES:

GENERAL NOTES:

1/4" = 1'-0"E5

FRONT ELEVATION

1/4" = 1'-0"C5

SIDE ELEVATION

1/4" = 1'-0"A5

SIDE ELEVATION

0 2' 4' 8'

0 2' 4' 8'

0 2' 4' 8'

1/4" = 1'-0"E2

REFLECTED CEILING PLAN

0 2' 4' 8'

A C

O R

R E

C T

E D

F

IN

A L

D E

C E

M B

E R

C

E R

T

IF

IE

D

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A L

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B M

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T

A L

JA

N

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CERTIFIED FINAL SUBMITTAL

JA

N

U A

R Y

1/21/21

ARIMS: 200A Disposition: Maintain for 15yrs after construction

W

2Q R

R

-0

NEW STEEL LINTEL -

MINIMUM 4" BEARING

EACH END. (PAINT)

WEEP AT 2'-8" O.C.

SEALANT

QUARTER ROUND

BRICK MOLD

NEW BLOCKING

AS REQUIRED

NEW 2X6 WALL FRAMING

AND BUILT-UP HEADER

NEW 1/2" GYPSUM WALL BOARD

ALUMINUM CLAD WOOD

DOUBLE-HUNG WINDOW

(PAINTED INTERIOR)

WOOD SILL AND TRIM (PAINT)

EXISTING WOOD FRAMING

SUBSILL THRU-WALL

FLASHING

NEW FLUID-APPLIED

WATER - PROOFING

WEEP AT 2'-8" O.C.

LIQUID APPLIED

WATER PROOFING

EXISTING FACE OF

BRICK

NEW 1/2" GYPSUM WALL BOARD

EXTERIOR GRADE

PLYWOOD

EXTERIOR GRADE

PLYWOOD

BRICK SOLDIER

2' - 5"

BRICK SOLDIER

NEW MEMBRANE

FLASHING

BRICK MOLDING

WOOD DOOR

WOOD CASING

NEW 1/2" GYPSUM

WALL BOARD

BUILT-UP 2X6 HEADER

EXISTING WOOD FRAMING

LIQUID APPLIED

WATER PROOFING

NEW STEEL LINTEL -

MINIMUM 4" BEARING

EACH END. (PAINT)

WEEP AT 2'-8" O.C.

EXTERIOR GRADE

PLYWOOD

EXISTING FACE OF

BRICK

EXISTING FACE OF

BRICK

LIQUID APPLIED

WATER PROOFING

BRICK MOLDING

WOOD DOOR

WOOD DOOR CASING

EXISTING WOOD

FRAMING

EXTERIOR GRADE

PLYWOOD

WOOD DOOR FRAME

THRESHOLD BELOW

1/2" GYPSUM WALL

BOARD

ENTRANCE DOOR

THRESHOLD SET IN MASTICPREFINISHED METAL

SUB-SILL FLASHING

WOOD SADDLE

DRIVEWAY - SEE CIVIL

EXISTING CONCRETE SLAB

EXISTING FACE OF

BRICK

/2

/2

2"7' - 8"2"

3' - 10"

8' - 0"

30# FELT ON ROOF

SHEATHING

ICE AND WATER SHIELD - EXTEND OVER

ROOF RIDGE AND EXTEND 24" EACH SIDE

30# FELT - EXTEND OVER ROOF

RIDGE BLOCKING

RIDGE BLOCKINGFIELD TILE

CEMENT FILLER

CIRCULAR COVER

STRINGER

CONTINUOUS NAILER

FIELD TILE

VALLEY FLASHING - 1/8"

NEOPRENE SETTING

ADHESIVE

CLAY TILE EAVE

CLOSURE

ICE AND WATER SHIELD 24"

EACH SIDE OF VALLEY ON

ROOF SHEATHING

30# FELT

a. STRIP MASONRY LINTEL TO BARE METAL/ CLEAN/

APPLY RUST INHIBITOR/ 1PRIME/ 2 FINISH COATS OF

PAINT.

LINTEL CONDITION NOTES

ii. CLEAN DISCOLORATION/ TUCKPOINT.

SILL CONDITION NOTES

US Army Corps of Engineers ®

SHEET ID

U S

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*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

F

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A-501

D E

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S

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TYPE

EX-GAR1A

1 1/2" = 1'-0"E1

NEW WINDOW IN EXISTING BRICK WALL

HARDWARE SCHEDULE

NOTE: PROVIDE (1) SET EACH DOOR LEAF (TYPICAL)

TYPE# USE CATEGORY

1. ENTRY DOORS:

1 ½” PAIR BUTTS

WALL STOP

DOOR SWEEP

DOOR SILENCERS (3)

DEAD BOLT

REFURBISHED / RESTORED ENTRY

LOCKSET HARDWARE

3/8" = 1'-0"

WINDOW TYPE A

1 1/2" = 1'-0"F3

DOOR HEAD

1 1/2" = 1'-0"F6

DOOR JAMB

1 1/2" = 1'-0"F8

DOOR SILL

2'0 1'6"

2'0 1'6"2'0 1'6" 2'0 1'6"

DOOR SCHEDULE

DOOR

NUMBER TYPE

DOOR FRAME

DOOR

TYPE HEAD JAMB SILL HARDWARE Comments

SIZE

MATERIAL FINISH MATERIAL FINISHWIDTH HEIGHT THICKNESS

101 1 8'-0" 7'-3 1/2" 3" WD PT WD PT' A1/A-501 F3/A-501 F6/A-501 F8/A-501 1

109A 209 3'-2" 7'-0" 1 3/8" WD PT WD PT F3/A-602 D3/A-602 6

A43/8" = 1'-0"A1

SOLID WOOD DOORS

0 2' 4' 8' 0 2' 4' 8'

3/8" = 1'-0"A3

VAULT DOOR

0 2' 4' 8'

1 1/2" = 1'-0"D3

RIDGE CONDITION

2'0 1'6" 1 1/2" = 1'-0"D6

CLAY TILE VALLEY FLASHING

2'0 1'6"

WINDOW SCHEDULE

TYPE

MARK

LINTEL SILL

COMMENTS

ROUGH

OPENING CONDITION CONDITION

A 2'-5" a ii

A C

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CERTIFIED FINAL SUBMITTAL

JA

N

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1/21/21

ARIMS: 200A Disposition: Maintain for 15yrs after construction

W

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-0

ENERGY STAR 2.0, TITLE JA8-2016, ADA

COMPLIANT, DAMP LOCATION LISTED, 5 YEAR

WARRANTY

2730 DELIVERED LUMENS, LED

DRIVER, 3000K COLOR

TEMPERATURE, 120V, 80 CRI, INPUT

WATTS 30, SYMMETRIC REFLECTOR

W/DROP ACRYLIC LENS, 50,000

HOURS RATED LIFE

ALUMINUM

WITH WHITE

ACRYLIC

DIFFUSER

SURFACE

MOUNT ON

SLOPED

48"L X 5-3/8" W

S1

(6) E26 60W MAX SOCKETS WITH LED

SALIENT FEATURESPERFORMANCE

CONSTRUCTION

AND FINISH

MOUNTINGDIMENSIONSTYPE

W2

6.25"H X 10.50"W X

6.75"

EXTENSION

WALL

FLOOD

LIGHT

DIE-CAST

ALUMINUM

HOUSING

W/DARK

BRONZE

POLYESTER

POWDER-COAT

FINISH

TWIN LED FLOOD SECURITY LIGHT,

1900 LUMENS, 5000K, 20.5 WATT, 80

CRI, RATED FOR 60,000 HOURS

WET LOCATION COMPLIANCE, BUILT IN PIR

MOTION SENSOR, DETECTS 240 DEGREE RANGE,

INTEGRATED LED W/36 LED MODULES, BRONZE

FINISH

LUMINAIRE SCHEDULE

CEILING

S1

S1

A2

E-101

S1

GF

GF

GF

W2

W2

GFGF

GF

D2

E-101

WP/GF

GARAGE FLOOR

843'-3 3/8"

ARCH-GARAGE FLOOR

843'-3 3/8"

W2 W2

GARAGE FLOOR

843'-3 3/8"

ARCH-GARAGE FLOOR

843'-3 3/8"

W2W2

BOTOS JR.

E-70790

STEVEN L.

O

H

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OFO

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I O N A L

US Army Corps of Engineers ®

SHEET ID

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D E

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*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

F

IL

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PLAN NORTH

1/20/2021

E-101

TYPE

EX-GAR1A

F L

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G A

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G E

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P E

A

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CERTIFIED FINAL SUBMITTAL

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GENERAL SHEET NOTES:

SHEET KEY NOTES:

1. ELECTRICAL FEED FROM 20A/1P GFCI BREAKER IN NEW GARAGE PANEL 'GR'.

FIELD VERIFY UNDERGROUND CONDUIT ROUTING.

1. SEAL ALL PENETRATIONS IN WALLS, FLOORS AND CEILINGS MOISTURE TIGHT.

2. SHARED NEUTRALS ARE NOT ALLOWED ON THIS PROJECT.

3. MOUNT WALL RECEPTACLES AT 60" AFF UNLESS NOTED OTHERWISE ON PLAN.

4. ALL GARAGE RECEPTACLES SHALL BE GFCI TYPE.

5. ALL EXISTING ELECTRICAL LIGHTING, RECEPTCLES, ETC., TO BE REMOVED

COMPLETELY.

1/4" = 1'-0"A6

GARAGE TYPE 1A FLOOR PLAN -

ELECTRICAL

1/4" = 1'-0"A2

FRONT ELEVATION

1/4" = 1'-0"D2

SIDE ELEVATION

ARIMS: 200A Disposition: Maintain for 15yrs after construction

W

2Q R

R

-0

F5

C5 A-201

8' - 0"

0' - 10"

2' - 0" 8' - 0" 2' - 0"

GARAGE 2

GARAGE 1

5 5

SPLASH BLOCK (TYP.)

EXISTING GARAGE

SLAB SHOULD BE

SLOPED MIN. OF 1/4"/

1'-0"2

101B

101A

A A

F5 A-201

C5 A-201

1'-0" / 1'-0"

1'-0" / 1'-0"

1'-0" / 1'-0"

1'-0" / 1'-0"

D6 A-501

TYP.

D3 A-501

TYP.

3 3

6 7

1'-0" / 1'-0"

1'-0" / 1'-0"

1'-0" / 1'-0"

1'-0" / 1'-0"

EXTERIOR SINGLE

PANEL DOOR

DOUBLE HUNG

WINDOW

Room name

DOOR TAG - REFER

TO DOOR SCHEDULE

ROOM TAG

EXTERIOR WOOD

PANELED GARAGE

DOOR - REFER TO

DOOR SCHEDULE

WINDOW TAG

NEW LEGEND

DEMOLISHED LEGEND

EXISTING WALL

TO REMAIN

EXISTING WALL TO

BE DEMOLISHED

EXISTING DOOR

TO EXISTING

EXISTING DOOR TO

BE DEMOLISHED

1t

NOT USED.

DEMOLISH EXISTING GARAGE DOOR, DOOR TRACK AND EQUIPMENT.

EXISTING WINDOW, TRIM AND HARDWARE TO BE REMOVED COMPLETE,

PROVIDE TEMPORARY SHORING/BRACING AS REQUIRED TO PROTECT

STRUCTURE TO REMAIN. ALL DAMAGED ADJACENT FRAMING TO BE

REMOVED, REFRAME OPENING AND PREP FOR INSTALLATION OF NEW

WINDOW.

REMOVE CLEAN AND PREPARE ALL LOOSE BRICK FOR REINSTALLATION,

PREPARE BASE SURFACE, REMOVE ALL LOOSE AND SPRAWLING GROUT TO

SOLID SUBSTRUCTURE.

DEMOLISH EXISTING SCREENED IN PORCH ENCLOSURES INCLUDING ANY

ROOF AND SCREENWALL STRUCTURE, CONCRETE SLAB, AND ANY

TREATMENT ON THE GARAGE WALL. CONTRACTOR TO REMOVE ALL PAINT

FINISHES ON EXISTING BRICK AND RETURN TO ORIGINAL CONDITION.

CONTRACTOR TO ASSUME 100 PERCENT OF EXISTING GARAGES HAVE

EXISTING ENCLOSURES TO BE DEMOLISHED. REFER TO THE

REPRESENTATIVE PHOTOS INCLUDED HERE., EXISTING GARAGE WALL TO BE

CLEANED PATCHED AND REPAIRED AT ALL CONNECTION LOCATIONS TYP.

REMOVE ALL PAINT ON EXTERIOR BRICK, REPAIR AND TUCKPOINT ANY

DETERIORATED MASONRY JOINTS.

SCREENED- IN PORCH

REPRESENTATIVE PHOTO

NEW DOOR AND HARDWARE - REFER TO DOOR SCHEDULE AND DETAILS.

EXTERIOR FACE OF MASONRY WALLS TO BE CLEANED AND PREPARED

FOR COMPLETION OF TUCKPOINTING SCOPE REFER TO SPECIFICATIONS

FOR REQUIREMENTS. ASSUME 223 SF / ADDRESS OF…