W912QR21R0013_Plans_Vol8-0000.pdf

US Army Corps of Engineers ®

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T EUS 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

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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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SHEET INDEX

SHEET

# SHEET NAME

G-001 COVER SHEET

G-002 DRAWING INDEX

GI001 CODE SUMMARY

GI002 FIRE PROTECTION / LIFE SAFETY CODE REVIEW

GI003 LIFE SAFETY PLAN

S-001 STRUCTURAL NOTES

S-101 1ST FLOOR FRAMING

S-102 2ND FLOOR FRAMING

S-103 ROOF FRAMING PLAN

S-505 FRAMING DETAILS

A-001 GENERAL INFORMATION

AD101 BASEMENT DEMOLITION PLAN

AD102 1ST FLOOR DEMOLITION PLAN

AD103 2ND FLOOR DEMOLITION PLAN

AD104 ROOF DEMOLITION PLAN

A-101 BASEMENT PLAN

A-102 1ST FLOOR PLAN

A-103 2ND FLOOR PLAN

A-104 ROOF PLAN

A-105 BASEMENT REFLECTED CEILING PLAN

A-106 1ST FLOOR REFLECTED CEILING PLAN

A-107 2ND FLOOR REFLECTED CEILING PLAN

A-201 BUILDING ELEVATIONS

A-202 BUILDING ELEVATIONS

A-301 BUILDING SECTIONS

A-302 ENLARGED WALL SECTIONS

A-303 ENLARGED WALL SECTIONS

A-401 ENLARGED PLANS

A-402 INTERIOR ELEVATIONS

A-501 DETAILS

A-502 DETAILS

A-503 DETAILS

A-504 DETAILS

A-505 DETAILS

A-506 DETAILS

A-601 DOOR/WINDOW SCHEDULES, WINDOW & DOOR ELEVATIONS

A-602 HEAD AND JAMB DETAILS

I-110 TYPE G BASEMENT FINISH PLAN

I-111 TYPE G FIRST FLOOR FINISH PLAN

I-112 TYPE G SECOND FLOOR FINISH PLAN

I-211 TYPE G FINISH ELEVATIONS

I-601 TYPE G FINISH SCHEDULES AND DETAILS

FX101 BASEMENT FIRE SPRINKLER PLAN

FX102 FIRST FLOOR FIRE SPRINKLER PLAN

FX103 SECOND FLOOR FIRE SPRINKLER PLAN

P-001 GENERAL INFORMATION - PLUMBING

PD101 BASEMENT FLOOR PLAN - PLUMBING - DEMOLITION

PD102 FIRST FLOOR PLAN - PLUMBING - DEMOLITION

PD103 SECOND FLOOR PLAN - PLUMBING - DEMOLITION

P-101 BASEMENT FLOOR PLAN - SANITARY WASTE AND VENT

P-102 FIRST FLOOR PLAN - SANITARY WASTE AND VENT

P-103 SECOND FLOOR PLAN - SANITARY WASTE AND VENT

P-104 BASEMENT FLOOR PLAN - DOMESTIC WATER

P-105 FIRST FLOOR PLAN - DOMESTIC WATER

P-106 SECOND FLOOR PLAN - DOMESTIC WATER

P-501 DETAILS - PLUMBING

P-601 SCHEDULES - PLUMBING

P-901 DIAGRAMS - PLUMBING

M-001 NOTES, SYMBOLS AND ABBREVIATIONS - MECHANICAL

MD101 BASEMENT FLOOR PLAN - MECHANICAL - DEMOLITION

MD102 FIRST FLOOR PLAN - MECHANICAL - DEMOLITION

MD103 SECOND FLOOR PLAN - MECHANICAL - DEMOLITION

M-101 BASEMENT FLOOR PLAN - MECHANICAL

M-102 FIRST FLOOR PLAN - MECHANICAL

M-103 SECOND FLOOR PLAN - MECHANICAL

M-401 ENLARGED MECHANICAL ROOM PLAN - MECHANICAL

M-501 DETAILS - MECHANICAL

M-601 SCHEDULES - MECHANICAL

M-602 SCHEDULES - MECHANICAL

M-901 3D - MECHANICAL ROOM

E-001 GENERAL INFORMATION - ELECTRICAL

ED101 BASEMENT FLOOR PLAN - ELECTRICAL - DEMOLITION

ED102 FIRST FLOOR PLAN - ELECTRICAL - DEMOLITION

ED103 SECOND FLOOR PLAN - ELECTRICAL - DEMOLITION

EL101 BASEMENT FLOOR CEILING PLAN - LIGHTING

EL102 FIRST FLOOR CEILING PLAN - LIGHTING

EL103 SECOND FLOOR CEILING PLAN - LIGHTING

EP101 BASEMENT FLOOR PLAN - POWER

EP102 FIRST FLOOR PLAN - POWER

EP103 SECOND FLOOR PLAN - POWER

E-601 SCHEDULES - ELECTRICAL

E-602 SCHEDULES - ELECTRICAL

T-001 GENERAL INFORMATION - SYSTEMS

TD101 BASEMENT FLOOR PLAN - SYSTEMS - DEMOLITION

TD102 FIRST FLOOR PLAN - SYSTEMS - DEMOLITION

TD103 SECOND FLOOR PLAN - SYSTEMS - DEMOLITION

T-101 BASEMENT FLOOR PLAN - SYSTEMS

T-102 FIRST FLOOR PLAN - SYSTEMS

T-103 SECOND FLOOR PLAN - SYSTEMS

T-501 DETAILS - SYSTEMS

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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.

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

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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

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UP

DN

DN

UP

DN

DN

MECH RM

LAUNDRY

STORAGE

CRAWL SPACE

PRIMARY MEANS OF

EGRESS TO THE

FIRST FLOOR

EGRESS WINDOW

EMERGENCY ESCAPE AND

RESCUE OPENING

BEDROOM 1

CLOSET

L2

HALL 1

LIVING RM

BATH 3

DINING RM

SEC. DINING

FAMILY RM

KITCHEN

FOYER

PORCH

L1

BATH 1

L3

EGRESS DOOR

EGRESS WINDOW

EMERGENCY ESCAPE AND

RESCUE OPENING

EGRESS DOOR

STAIR

BEDROOM 3

CL

HALL 2

BEDROOM 2

CLOSET

BATH 2

ROOF ROOF

ROOF

ROOF

ROOFROOF

EGRESS WINDOW

EMERGENCY ESCAPE AND

RESCUE OPENING

EGRESS WINDOW

PRIMARY MEANS

OF EGRESS TO

THE FIRST FLOOR

US Army Corps of Engineers ®

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

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TYPE G

1/8" = 1'-0"E1

BASEMENT LIFE SAFETY PLAN

1/8" = 1'-0"A1

FIRST FLOOR LIFE SAFETY PLAN

1/8" = 1'-0"A4

SECOND FLOOR LIFE SAFETY PLAN

FireLogix Engineering, Ltd.

215 North Broadway Street

Lebanon, Ohio 45036

(513) 206-9651 www.firelogix.com

GENERAL NOTES:

KEYED NOTES

1. 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.

2. EGRESS DOORS AND EMERGENCY ESCAPE / RESCUE OPENINGS ARE NOTED

ON THE LIFE SAFETY PLANS. SEE ARCHITECTURAL PLANS FOR DOOR AND

WINDOW DETAILS. SEE SHEET GI001 CODE SUMMARY AND GI002 FIRE

PROTECTION / LIFE SAFETY CODE REVIEW FOR ADDITIONAL CODE

INFORMATION.

3. SEE ELECTRICAL EP SERIES PLANS FOR SMOKE AND CARBON MONOXIDE

ALARMS.

4. SEE FIRE PROTECTION FX SERIES PLANS FOR FOR FIRE SPRINKLER.

8'4' 16'0

8'4' 16'0 8'4' 16'0

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

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CODES AND STANDARDS

THE FOLLOWING CODES AND STANDARDS HAVE BEEN USED AS THE BASIS FOR

DESIGN AND/OR SHALL BE UTILIZED BY THE CONTRACTOR TO ESTABLISH MINIMUM

LEVELS OF QUALITY AND CONSTRUCTION TECHNIQUES.

1. GENERAL

A. UFC 4-711-01, "FAMILY HOUSING," 8-10-2018.

B. INTERNATIONAL RESIDENTIAL CODE (IRC 2018).

C. AMERICAN SOCIETY OF CIVIL ENGINEERS, "MINIMUM DESIGN LOADS AND

ASSOCIATED CRITERIA FOR BUILDINGS AND OTHER STRUCTURES," (ASCE 7-16).

2. WOOD

A. 2018 NATIONAL DESIGN SPECIFICATION (NDS) FOR WOOD CONSTRUCTION.

B. 2018 AMERICAN WOOD COUNCIL, "WOOD FRAME CONSTRUCTION MANUAL"

3. STEEL

A. AMERICAN INSTITUTE OF STEEL CONSTRUCTION, "STEEL CONSTRUCTION

MANUAL," FIFTEENTH EDITION.

B. AMERICAN INSTITUTE OF STEEL CONSTRUCTION, "SPECIFICATION FOR

STRUCTURAL STEEL ," (ANSI/AISC 360-16).

C. AMERICAN WELDING SOCIETY, "STRUCTURAL WELDING CODE-STEEL" (AWS

D1.1-2015).

THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING LOADS.

1. ROOF DEAD LOADS

CLAY TILE ROOF 12 PSF

ROOF SHEATHING 3 PSF

INSULATION 1 PSF

CEILINGS 3 PSF

MEP 2 PSF

DESIGN CRITERIA

3. ROOF LIVE LOADS

UNIFORM LOAD (UNREDICIBLE) 20 PSF

5. SNOW LOADS

GROUND SNOW LOAD (Pg) 20 PSF FLAT ROOF SNOW LOAD (Pf) 14 PSF

SLOPED ROOF SNOW LOAD 9 PSF (12:12 ROOF SLOPE)

14 PSF (4:12 ROOF SLOPE)

EXPOSURE FACTOR (Ce) 1.0 IMPORTANCE FACTOR (Is) 1.0 THERMAL FACTOR (Ct) 1.0 SLOPE FACTOR (Cs) 1.0

2. FLOOR DEAD LOADS

FLOOR TILE 5 PSF

FLOOR SHEATHING 3 PSF

INSULATION 1 PSF

CEILINGS 1 PSF

MEP 2 PSF

4. FLOOR LIVE LOADS

TYP. FLOOR 40 PSF

HABITABLE ATTIC 30 PSF

6. WIND LOADS

BUILDING

ULTIMATE DESIGN WIND SPEED (Vult) 107 MPH ALLOWABLE STRESS DESIGN WIND SPEED (Vasd) 83 MPH

RISK CATEGORY II

EXPOSURE CATEGORY C

INTERNAL PRESSURE COEFF. (GCpi) +/- 0.18

7. SEISMIC LOADS

RISK CATEGORY II

SEISMIC IMPORTANCE FACTOR (Ie) 1.0

0.2 SEC MAPPED SPECTRAL ACCELERATION (SS) 0.150

1.0 SEC MAPPED SPECTRAL ACCELERATION (S1) 0.070

SITE CLASS C

0.2 SEC DESIGN SPECTRAL ACCELERATION (SDS) 0.160

1.0 SEC DESIGN SPECTRAL ACCELERATION (SD1) 0.112

SEISMIC DESIGN CATEGORY B

1. GENERAL NOTES AND TYPICAL DETAILS DESCRIBE GENERAL CRITERIA APPLICABLE TO

ALL SIMILAR CONDITIONS THROUGHOUT THE PROJECT REGARDLESS OF WHETHER OR

NOT THEY ARE SPECIFICALLY REFERENCED IN THE PLANS OR DETAILS.

2. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR

SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE STRUCTURAL

ENGINEER BEFORE CONTINUING WITH CONSTRUCTION.

3. CONTRACTOR SHALL COORDINATE THE STRUCTURAL DOCUMENTS WITH THE

ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION AND CIVIL

DOCUMENTS. ARCHITECT/STRUCTURAL ENGINEER SHALL BE NOTIFIED OF ANY

DISCREPANCY.

4. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR COMPLIANCE WITH THE

CONTRACT DOCUMENTS, FOR DIMENSIONS TO BE CONFIRMED AT THE JOBSITE, FOR

FABRICATION PROCESSES, AND FOR THE MEANS, METHODS, TECHNIQUES,

SEQUENCES AND PROCEDURES OF CONSTRUCTION.

5. NO SUBSTITUTIONS OF MATERIAL WILL BE ALLOWED WITHOUT WRITTEN PERMISSION

FROM THE ENGINEER.

6. SHOP DRAWINGS SHALL NOT BE REVIEWED FOR APPROVAL UNLESS CHECKED BY THE

FABRICATOR AND APPROVED BY THE CONTRACTOR.

7. CONTRACTOR SHALL COMPLY WITH LOCAL, STATE, FEDERAL AND OWNERS SAFETY

REGULATIONS WHILE WORKING. STRUCTURAL ENGINEER DOES NOT ASSUME ANY

RESPONSIBILITY FOR CONSTRUCTION SITE SAFETY.

8. CONTRACTOR SHALL REFER TO THE PROJECT SPECIFICATIONS FOR ADDITIONAL

REQUIREMENTS

9. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, AND

ELEVATIONS BEFORE STARTING WORK. NOTIFY STRUCTURAL ENGINEER OF ANY

DISCREPANCY. NOTIFY STRUCTURAL ENGINEER IN WRITING OF CONDITIONS

ENCOUNTERED IN THE FIELD CONTRADICTORY TO THOSE SHOWN ON THE

STRUCTURAL CONTRACT DOCUMENTS.

10. DESIGN OF TEMPORARY SHORING FOR EXISTING WALLS OR JOISTS IS THE

RESPONSIBILITY OF THE CONTRACTOR.

11. INFILLED/REPAIRED BRICK SHALL BE REPLACED WITH SALAVAGED BRICK FROM

DEMOLITION. ALL NEW BRICK WORK SHALL BE TOOTHED IN TO EXISTING, NEW

MASONRY MORTAR SHALL MATCH EXISTING MORTAR MIX.

12. EXISTING DAMAGED FRAMING, CUT JOISTS, CRACKED BRICK, OR OTHERWISE

UNUSUAL CONDITIONS SHALL BE REPORTED TO THE ENGINEER OF RECORD FOR

REVIEW.

13. TESTING OF EXISTING BRICK SHALL BE PERFORMED ON A REPRESENTATIVE AREA TO

BE DEMOLISHED PER ASTM C67 AND OTHER RELEVANT STANDARDS. PROVIDE

INFORMATION TO STRUCTURAL ENGINEER REGARDING EXISTING MASORY PRISM

STRENGTH, AND MORTAR FLEXURAL BOND/SHEAR STRENGTH PRIOR TO MAJOR

DEMOLITION.

MISCELLANEOUS

ABBREVIATIONS

AB ANCHOR BOLT

ADD'L ADDITIONAL

AFF ABOVE FINISH FLOOR

ALT ALTERNATE

APPROX APPROXIMATE, APPROXIMATELY

ARCH ARCHITECT, ARCHITECTURAL

B/ BOTTOM OF

BLDG BUILDING

BM BEAM

BO BOTTOM OF

BOD BASIS OF DESIGN

BOT BOTTOM

BP BASEPLATE

BRG BEARING

CC CENTER TO CENTER

CJ CONTROL JOINT, CONSTRUCTION JOINT

CL CENTER LINE

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

CP COMPLETE PENETRATION

DIA DIAMETER

DIAG DIAGONAL

DL DEAD LOAD

DO DITTO

DWG DRAWING

EOS EDGE OF SLAB

EA EACH

EF EACH FACE

EL ELEVATION

EOR ENGINEER OF RECORD

EW EACH WAY

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

FD FLOOR DRAIN

FDN FOUNDATION

FIN FLR FINISHED FLOOR

FTG FOOTING

GA GAUGE

GALV GALVANIZE, GALVANIZED

HDD HEADED

HORIZ HORIZONTAL

INT INTERIOR

JT JOINT

K KIPS

KSF KIPS PER SQUARE FOOT

KSI KIPS PER SQUARE INCH

L ANGLE

LG LONG

LL LIVE LOAD

LLV LONG LEG VERTICAL

LONG LONGITUDINAL

LVL LAMINATED VENEER LUMBER

LW LIGHT-WEIGHT

MANUF MANUFACTURER

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MIN MINIMUM

MTL METAL

NIC NOT IN CONTRACT

NTS NOT TO SCALE

NW NORMAL-WEIGHT

OC ON CENTER

OPNG OPENING

OPP OPPOSITE

PAF POWDER ACTUATED FASTENER

PC PRECAST CONCRETE

PEJF PRE-MOLDED EXPANSION JOINT FILLER

PEMB PRE-ENGINEERED METAL BUILDING

PL PLATE

PREFAB PREFABRICATED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PSL PARALLEL STRAND LUMBER

PT PRESERVATIVE TREATED

RD ROOF DRAIN

REF REFER, REFERENCE

REINF REINFORCING

REQD REQUIRED

RET RETAINING

SCHED SCHEDULE

SECT SECTION

SIM SIMILAR

SLV SHORT LEG VERTICAL

SOG SLAB-ON-GRADE

SPEC SPECIFICATIONS

STIFF STIFFENER

SQ SQUARE

STD STANDARD

STL STEEL

SYM SYMMETRICAL

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

T/ TOP OF

THDD THREADED

TO TOP OF

TRANS TRANSVERSE

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VIF VERIFY IN FIELD

VERT VERTICAL

W/ WITH

W/O WITHOUT

WP WORKING POINT

WWR WELDED WIRE REINFORCING

WOOD FRAMING

1. MATERIAL CERTIFICATES: FOR DIMENSION LUMBER SPECIFIED TO COMPLY WITH MINIMUM

ALLOWABLE UNIT STRESSES. INDICATE SPECIES AND GRADE SELECTED FOR EACH USE

AND DESIGN VALUES APPROVED BY THE AMERICAN LUMBER STANDARDS COMMITTEE

BOARD OF REVIEW.

2. U.N.O. ON PLANS SAWN LUMBER SHALL BE THE FOLLOWING MIN. GRADES. ANY LUMBER

SPECIES SUBSITUTIONS MUST BE APPROVED BY ENGINEER OF RECORD.

BEAMS/HEADERS (2x10 OR LARGER): SYP #1

STUD WALLS: SPF#2

ALL OTHER FRAMING: SYP #2

3. STACK LUMBER, PLYWOOD, AND OTHER PANELS; PLACE SPACERS BETWEEN EACH BUNDLE

TO PROVIDE AIR CIRCULATION. PROVIDE FOR AIR CIRCULATION AROUND STACKS AND

UNDER COVERINGS.

4. ENGINEERED WOOD PRODUCTS: PROVIDE ENGINEERED WOOD PRODUCTS ACCEPTABLE

TO AUTHORITIES HAVING JURISDICTION AND FOR WHICH CURRENT MODEL CODE

RESEARCH OR EVALUATION REPORTS EXIST THAT SHOW COMPLIANCE WITH BUILDING

CODE IN EFFECT FOR PROJECT.

L.V.L. MIN. PROPERTIES

E = 1,900,000 PSI

Fb = 2,600 PSI

P.S.L. MIN. PROPERTIES

E = 2,000,000 PSI

Fc // = 2,900 PSI

5. ALLOWABLE DESIGN STRESSES: PROVIDE ENGINEERED WOOD PRODUCTS WITH

ALLOWABLE DESIGN STRESSES, AS PUBLISHED BY MANUFACTURER, THAT MEET OR

EXCEED THOSE INDICATED. MANUFACTURER'S PUBLISHED VALUES SHALL BE DETERMINED

FROM EMPIRICAL DATA OR BY RATIONAL ENGINEERING ANALYSIS AND DEMONSTRATED BY

COMPREHENSIVE TESTING PERFORMED BY A QUALIFIED INDEPENDENT TESTING AGENCY.

6. GENERAL: PROVIDE FASTENERS OF SIZE AND TYPE INDICATED THAT COMPLY WITH

REQUIREMENTS SPECIFIED IN THIS ARTICLE FOR MATERIAL AND MANUFACTURE. WHERE

ROUGH CARPENTRY IS EXPOSED TO WEATHER, IN GROUND CONTACT, OR IN AREA OF HIGH

RELATIVE HUMIDITY, PROVIDE FASTENERS WITH HOT-DIP ZINC COATING COMPLYING WITH

ASTM A 153/A 153M.

NAILS, BRADS, AND STAPLES: ASTM F 1667.

POWER-DRIVEN FASTENERS: CABO NER-272.

WOOD SCREWS: ASME B18.6.1.

LAG BOLTS: ASME B18.2.1.

BOLTS: STEEL BOLTS COMPLYING WITH ASTM A 307, GRADE A, ; WITH ASTM A 563 HEX

NUTS AND, WHERE INDICATED, FLAT WASHERS.

7. SET ROUGH CARPENTRY TO REQUIRED LEVELS AND LINES, WITH MEMBERS PLUMB, TRUE

TO LINE, CUT, AND FITTED. FIT ROUGH CARPENTRY TO OTHER CONSTRUCTION; SCRIBE

AND COPE AS NEEDED FOR ACCURATE FIT. LOCATE FURRING, NAILERS, BLOCKING, AND

SIMILAR SUPPORTS TO COMPLY WITH REQUIREMENTS FOR ATTACHING OTHER

CONSTRUCTION.

8. DO NOT USE MATERIALS WITH DEFECTS THAT IMPAIR QUALITY OF ROUGH CARPENTRY OR

PIECES THAT ARE TOO SMALL TO USE WITH MINIMUM NUMBER OF JOINTS OR OPTIMUM

JOINT ARRANGEMENT.

9. SECURELY ATTACH ROUGH CARPENTRY WORK TO SUBSTRATE BY ANCHORING AND

FASTENING AS INDICATED.

10. USE COMMON WIRE NAILS, UNLESS OTHERWISE INDICATED. SELECT FASTENERS OF SIZE

THAT WILL NOT FULLY PENETRATE MEMBERS WHERE OPPOSITE SIDE WILL BE EXPOSED TO

VIEW OR WILL RECEIVE FINISH MATERIALS. MAKE TIGHT CONNECTIONS BETWEEN

MEMBERS. INSTALL FASTENERS WITHOUT SPLITTING WOOD; PREDRILL AS REQUIRED.

11. ATTACH ITEMS TO SUBSTRATES TO SUPPORT APPLIED LOADING. RECESS BOLTS AND

NUTS FLUSH WITH SURFACES, UNLESS OTHERWISE INDICATED. WHERE POSSIBLE, SECURE

ANCHOR BOLTS TO FORMWORK BEFORE CONCRETE PLACEMENT.

12. FRAMING STANDARD: COMPLY WITH AWC'S "WOOD FRAME CONSTRUCTION MANUAL"

UNLESS OTHERWISE INDICATED.

13. FRAMING WITH ENGINEERED WOOD PRODUCTS: INSTALL ENGINEERED WOOD PRODUCTS

TO COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS.

14. DO NOT SPLICE STRUCTURAL MEMBERS BETWEEN SUPPORTS.

15. ARRANGE STUDS SO WIDE FACE OF STUD IS PERPENDICULAR TO DIRECTION OF WALL OR

PARTITION AND NARROW FACE IS PARALLEL. PROVIDE SINGLE BOTTOM PLATE AND

DOUBLE TOP PLATES USING MEMBERS OF 2-INCH NOMINAL THICKNESS WHOSE WIDTHS

EQUAL THAT OF STUDS, EXCEPT SINGLE TOP PLATE MAY BE USED FOR NON-LOAD-BEARING

PARTITIONS. ANCHOR PLATES TO SUPPORTING CONSTRUCTION, UNLESS OTHERWISE

INDICATED.

16. CONSTRUCT CORNERS AND INTERSECTIONS WITH THREE OR MORE STUDS. PROVIDE

BLOCKING AND FRAMING AS INDICATED AND AS REQUIRED TO SUPPORT FACING

MATERIALS, FIXTURES, SPECIALTY ITEMS, AND TRIM.

17. PROVIDE CONTINUOUS HORIZONTAL BLOCKING AT MIDHEIGHT OF WALLS MORE THAN 96

INCHES HIGH, USING MEMBERS OF 2-INCH NOMINAL THICKNESS AND OF SAME WIDTH AS

WALL OR PARTITIONS.

18. FIRE BLOCK CONCEALED SPACES OF WOOD-FRAMED WALLS AND PARTITIONS AT EACH

FLOOR LEVEL AND AT CEILING LINE OF TOP STORY. WHERE FIRE BLOCKING IS NOT

INHERENT IN FRAMING SYSTEM USED, PROVIDE CLOSELY FITTED WOOD BLOCKS OF 2-INCH

NOMINAL THICK LUMBER OF SAME WIDTH AS FRAMING MEMBERS.

19. FOR NON-LOAD-BEARING PARTITIONS, PROVIDE DOUBLE-JAMB STUDS WITH HEADERS NOT

LESS THAN 4-INCH NOMINAL DEPTH FOR OPENINGS 48 INCHES AND LESS IN WIDTH, 6-INCH

NOMINALDEPTH FOR OPENINGS 48 TO 72 INCHES IN WIDTH, 8-INCH NOMINAL DEPTH FOR

OPENINGS 72 TO 120 INCHES IN WIDTH, AND NOT LESS THAN 10-INCH NOMINAL DEPTH FOR

OPENINGS 10 TO 12 FEET IN WIDTH.

20. PROVIDE STAIR FRAMING MEMBERS OF SIZE, SPACE, AND CONFIGURATION INDICATED OR, IF NOT INDICATED, TO COMPLY WITH THE FOLLOWING REQUIREMENTS:

STRINGER SIZE: 2-BY-12-INCH NOMINAL-SIZE, MINIMUM.

NOTCHING: NOTCH STRINGERS TO RECEIVE TREADS, RISERS, AND SUPPORTS; LEAVE AT

LEAST 5 INCHES OF EFFECTIVE DEPTH.

STRINGER SPACING: AT LEAST 3 STRINGERS FOR EACH 36-INCH CLEAR WIDTH OF STAIR.

21. AT MINIMUM, PROVIDE NAILING AS DIRECTED BY THE IRC FOR VARIOUS CONDITIONS

UNLESS NOTED OTHERWISE ON PLANS.

22. PROVIDE 1/2" PLYWOOD CUT TO MATCH HEADER DEPTH BETWEEN EA. PLY OF STANDARD

SAWN LUMBER HEADERS.

1. STRUCTURAL STEEL (W-SHAPES) SHALL CONFORM TO ASTM A992.

2. STRUCTURAL STEEL (NON W-SHAPES) AND PLATES - ASTM A36, UNO.

3. HOLLOW STRUCTURAL SHAPES SHALL CONFORM TO THE FOLLOWING:

SQUARE AND RECTANGULAR - ASTM A500, GRADE C (Fy = 50 KSI)

STEEL PIPE – ASTM A53, GRADE B

4. UNO ALL HIGH STRENGTH BOLTS SHALL BE 3/4 INCH DIAMETER, ASTM A325.

5. STRUCTURAL STEEL DESIGN, DETAILING, FABRICATION AND ERECTION SHALL

CONFORM TO:

A. AISC, "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION

OF STRUCTURAL STEEL FOR BUILDINGS."

B. AISC, "CODE OF STANDARD PRACTICE", INCLUDING COMMENTARY

C. AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 AND

A490 BOLTS"

6. WELDING SHALL CONFORM TO AWS D1.1 "STRUCTURAL WELDING CODE" AND BE

PERFORMED BY CERTIFIED WELDERS USING E70XX WELDING ELECTRODES.

7. REMOVE RUST, DIRT, PAINT AND GALVANIZING FROM STEEL PRIOR TO WELDING.

8. WELDS SHOWN ON STRUCTURAL DRAWINGS ARE MINIMUM DESIGN REQUIREMENTS.

USE THE MINIMUM WELD SIZE PER AISC WHERE WELD SIZE IS NOT INDICATED. THE

FABRICATOR’S SHOP DRAWINGS SHALL REFLECT WELDS IN ACCORDANCE WITH AWS /

AISC REQUIREMENTS.

9. BOLTED CONNECTIONS SHALL BE BEARING TYPE WITH THREADS INCLUDED IN THE

SHEAR PLANE. BOLTS SHALL BE TIGHTENED USING THE "SNUG TIGHT" METHOD. USE

ONE HARDENED WASHER UNDER THE TURNED ELEMENT.

10. ALL BOLTED CONNECTION HOLES ARE TO BE STANDARD HOLES. SHORT SLOTTED

HOLES ARE NOT PERMITTED (I.E. HOLE DIA. = BOLT DIA. + 1/16")

11. NO OPENINGS SHALL BE CUT IN STRUCTURAL MEMBERS UNLESS SPECIFICALLY

DETAILED IN THE STRUCTURAL DRAWINGS.

12. THE STRUCTURE IS DESIGNED FOR A COMPLETED CONDITION ONLY AND THEREFORE

MAY REQUIRE ADDITIONAL SUPPORT TO MAINTAIN STABILITY BEFORE COMPLETION.

13. ALL STEEL IN PERMANENT CONTACT WITH MASONRY OR CONCRETE SHALL BE

GALVANIZED. ALL STEEL FASTENERS INTO MASONRY ON CONCRETE SHALL BE

GALVANIZED (INTERIOR) OR STAINLESS STEEL (EXTERIOR).

STRUCTURAL STEEL

US Army Corps of Engineers ®

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KROUSKOP

PE.57962

R E

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D

1/21/2021

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

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UP

EXISTING ASSUMED STEEL

COLUMN, V.I.F.

EXISTING ASSUMED STEEL

BEAM, V.I.F.

4x

4x

4x

PT P

O

ST

PT P

O

ST

PT P

O

ST

EXISTING ASSUMED 2x10

JOISTS @ 16" O.C.

D9

S-505

CENTER NEW 4x4 POSTS ON EXISTING

ASSUMED 3 WYTHE BRICK WALL.

SPACE POSTS @ 7'-0" OC MAX

1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, LAYOUT, SPAN DIRECTION,

ETC. OF EXISTING ELEMENTS SHOWN IN FIELD. ANY DISCREPANCIES SHALL

BE REPORTED TO THE ARCHITECT/ENGINEER OF RECORD.

2. SHADED WALLS INDICATE ASSUMED EXISTING INTERIOR BEARING WALLS.

CONCTRACTOR TO VERIFY LAYOUT OF EXISTING BEARING WALLS PRIOR TO

DEMOLITION.

3. SEE ARCH. PLANS FOR ADDITIONAL DIMENSIONS.

4. SEE ARCHITECTURAL FOR EXISTING LINTELS THAT REQUIRE

REPLACEMENT. SEE DETAILS AND EXISTING LINTEL REPLACEMENT

SCHEDULE ON STRUCTURAL DETAIL SHEETS.

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*** SAFETY PAYS ***

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

F

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S-101

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TYPE G

1/4" = 1'-0"B1

1ST FLOOR FRAMING PLAN

0 2' 4' 8'

GENERAL NOTES:

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1/21/2021

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

W

2Q R

R

-0

UP

DN

1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, LAYOUT, SPAN DIRECTION,

ETC. OF EXISTING ELEMENTS SHOWN IN FIELD. ANY DISCREPANCIES SHALL

BE REPORTED TO THE ARCHITECT/ENGINEER OF RECORD.

2. SHADED WALLS INDICATE ASSUMED EXISTING INTERIOR BEARING WALLS.

CONCTRACTOR TO VERIFY LAYOUT OF EXISTING BEARING WALLS PRIOR TO

DEMOLITION.

3. NEW ROOFS SHALL BE SHEATHED WITH 19/32" APA STRUCTURAL I RATED

SHEATHING W/ RSRS-03 NAILS @ 12" OC FIELD, 6" O.C. EDGE.

4. SEE ARCH. PLANS FOR ADDITIONAL DIMENSIONS.

5. SEE ARCHITECTURAL FOR EXISTING LINTELS THAT REQUIRE

REPLACEMENT. SEE DETAILS AND EXISTING LINTEL REPLACEMENT

SCHEDULE ON STRUCTURAL DETAIL SHEETS.

W X

4x

4x

4x

PT P

O

ST

PT P

O

ST

PT P

O

ST

2x6 PT RAFTERS @ 16" OC

CONT. DROPPED

DBL. 2x6 PT BEAM

PT 2x8 LEDGER

A5

S-505

F9

S-505

C7

S-505

B O

S

PROVIDE PT 2x SLEEPER

FASTENED TO NEW

BLOCKING IN ROOF W/ (4)

#12x3" WOOD SCREWS

BELOW PORCH RAFTERS

EXISTING ASSUMED 2x10

JOISTS @ 16" OC

US Army Corps of Engineers ®

SHEET ID

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D

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D E

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IP

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*** SAFETY PAYS ***

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

F

IL

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S-102

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TYPE G

0 2' 4' 8'

GENERAL NOTES:

1/4" = 1'-0"B1

2ND FLOOR FRAMING PLAN

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KROUSKOP

PE.57962

R E

GIST ERE

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1/21/2021

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

W

2Q R

R

-0

1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, LAYOUT, SPAN DIRECTION,

ETC. OF EXISTING ELEMENTS SHOWN IN FIELD. ANY DISCREPANCIES SHALL

BE REPORTED TO THE ARCHITECT/ENGINEER OF RECORD.

2. CONTRACTOR TO VERIFY LOCATION OF ANY INTERIOR BEARING LINES,

POSTS FROM EXISTING RIDGE BEAMS, HIP BEAMS, ETC. PROVIDE ANY

FINDINGS TO ENGINEER OF RECORD FOR REVIEW PRIOR TO DEMOLITION.

3. NEW ROOFS SHALL BE SHEATHED WITH 19/32" APA STRUCTURAL I RATED

SHEATHING W/ RSRS-03 NAILS @ 12" OC FIELD, 6" OC EDGE.

4. SEE ARCHITECTURAL FOR EXISTING LINTELS THAT REQUIRE

REPLACEMENT. SEE DETAILS AND EXISTING LINTEL REPLACEMENT

SCHEDULE ON STRUCTURAL DETAIL SHEETS.

OVERBUILD ON EXISTING ROOF

SHEATHING/RAFTERS W/ NEW

RAFTERS AND SLEEPERS @ 16"

OC. FASTEN SLEEPERS TO EA.

EXISTING RAFTER W/ (3) #12

WOOD SCREWS W/ 3" MIN.

THREAD PENETRATION INTO

EXISTING RAFTER. SEE NOTE 3

FOR SHEATHING ON TOP OF

OVERBUILD.

EXISTING ASSUMED 2x10

RAFTERS @ 16" OC

US Army Corps of Engineers ®

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R K

D E

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IP

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*** SAFETY PAYS ***

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

F

IL

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F

IL

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S-103

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TYPE G

GENERAL NOTES:

1/4" = 1'-0"B1

ROOF FRAMING PLAN

0 2' 4' 8'

BRETT CARTER

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PE.57962

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1/21/2021

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

W

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-0

L.V.L. MEMBERS SAWN LUMBER

FASTENER SPACING

12" OC (ONE SIDE)

12" OC (BOTH SIDES)

12" OC (ONE SIDE)

TWO-PLY

THREE-PLY

FOUR-PLY

# OF ROWS

FASTENER

16d NAILS

SEE NOTE #1

16d NAILS

# OF ROWS

N/A

FASTENER

10d NAILS

10d NAILS

N/A

NOTES:

1. ONE SIDED FASTENERS FOR FOUR-PLY L.V.L. MEMBERS SHALL USE 0.22" DIA.

SHANK FASTENERS 6 3/4" LONG WITH LARGE WASHER HEAD SPECIFICALLY

INTENDED FOR MULTI-PLY LUMBER FASTENING

TWO-PLY THREE-PLY FOUR-PLY

MULTI PLY-BEAM/HEADER FASTENING REQUIREMENTS

P.T. WOOD POST

PER PLAN

STAINLESS STEEL POST

BASE CAPABLE OF

RESISTING ALLOWABLE

WIND LOAD OF 1000 LBS.

304 SS THREADED ROD

(SIZE AS REQ'D BY

HOLDOWN) DRILL AND

EPOXY TO EXISTING

BRICK W/ CODE

APPROVED ADHESIVE W/

18" MIN. EMBED.

EXISTING

ASSUMED

ASHLAR CAP

EXISTING

ASSUMED 3

WYTHE SOLID

BRICK PARTIAL

HEIGHT WALL

2'1' 4'0

EXISTING 3 WYTHE

SOLID BRICK WALL

EXISTING

ASSUMED FLOOR

JOISTS @ 16" OC

NEW GALV. STEEL BEAM

PER PLAN. W/ 1/4"x11 1/2"

GALV. PLATE WELDED TO

TOP FLANGE

2'1' 4'0

EXISTING DIAGONALLY

SHEATHED 1x PLANK

SUBFLOOR

1/4 3-12

PLATE-TO-BEAM

EXISTING ASSUMED

FLOOR JOISTS

EXISTING 3 WYTHE

SOLID BRICK OR

ASHLAR WALL

LEDGER PER PLAN. FASTEN

THROUGH EXISTING ASSUMED

TIMBER VENEER BEAM INTO EXISTING

ASSUMED STUDS W/ (2) 0.22"x6"

TIMBER SCREWS @ EA. STUD

ASSUME EXISTING STUD WALL

BEHIND TIMBER/STUCCO VENEER

ASSUMED EXST. TIMBER

BRACKET/BEAM

BEAM, SEE PLAN

PT POST, SEE PLANS

RAFTER PER PLAN

SLOPEABLE JOIST HANGER WITH

ALLOWABLE UPLIFT CAPACITY OF 500

LBS, AND ALLOWABLE "SNOW" CAPACITY

OF 800 LBS.

APA RATED SHEATHING,

SEE GENERAL NOTES

UPLIFT TIE @ EA. RAFTER

TO BEAM CAPABLE OF

RESISTING ALLOWABLE

WIND LOAD OF 500 LBS.

PRE-FABRICATED LIGHT

GAUGE POST CAP

CAPABLE OF RESISTING

ALLOWABLE WIND LOAD

OF 1000 LBS.

2'1' 4'0

INFILL AROUND BEAM

POCKET W/ RECLAIMED

BRICK

GROUT UNDER PLATE AS

REQUIRED W/ NONSHRINK

GROUT

5/8"x7 1/2"x11 1/2" GALV. STEEL PLATE

U.N.O. ON PLANS (LONG SIDE

PARALLEL TO BEAM FOR TWO-WYTHE

WALLS, SHORT SIDE PARALLEL TO

BEAM FOR THREE-WYTHE WALLS)

ADD 1/4"x11 1/2" GALV. PLATE

TO TOP OF BEAM WHERE

WALL IS 3 WYTHE BRICK

1/4 3

STEEL BEAM

PER PLAN

2" MAX.

2'1' 4'0

3"x1"x3/8" STABILIZER

TAB EA. SIDE OF BEAM

FLANGE WELDED TO

BEARING PLATE

(PROVIDE AT ONE END

OF BEAM BEARING, DO

NOT WELD BEAM TO

PLATE ON THIS END)

BEAM TO BEARING PLATE

(ONE END OF BEAM

BEARING ONLY)

NEW DOUBLE ANGLE

LINTEL PER PLAN PROVIDE

8" MIN. BEARING EA. END

ASSUMED 2 WYTHE

SOLID BRICK WALL

NEW TRIPLE ANGLE LINTEL

PER PLAN PROVIDE 8" MIN.

BEARING EA. END

ASSUMED 3 WYTHE

SOLID BRICK WALL

TRIPLE ANGLE LINTELDOUBLE ANGLE LINTEL

OPENING WIDTH

BRICK LINTEL SCHEDULE

0'-0" TO 5'-0"

5'-1" TO 7'-0"

7'-1" TO 9'-0"

ANGLE SIZE

L6x3 1/2x5/16 (LLV)

L7x4x3/8 (LLV)

L8x4x7/16 (LLV)

2'1' 4'0

EXISTING LINTEL REPLACEMENT NOTES:

1. BRICK LINTEL SCHEDULE ONLY APPLIES TO REPLACEMENT OF EXISTING

LINTELS IN 2-WYTHE AND 3-WYTHE LOAD-BEARING BRICK WALLS.

2. BRICK STEEL LINTELS SHALL HAVE 8" MINIMUM BEARING EACH END.

3. WHEN THE DISTANCE BETWEEN TWO ADJACENT OPENINGS AT THE SAME

ELEVATION IS LESS THAN 16", PROVIDE CONTINUOUS LINTEL OVER BOTH

OPENINGS. LINTEL SHALL BE SIZED BASED ON THE LARGER OPENING.

4. SEE ARCHITECTURAL FOR WIDTH OF OPENINGS AND LIST OF EXISTING

LINTELS THAT REQUIRE REPLACEMENT.

5. ONE LINTEL IS REQUIRED PER WYTHE OF BRICK. SEE DETAILS ABOVE FOR

2-WYTHE AND 3-WYTHE CONDITIONS.

6. TEMPORARY SHORING FOR EXISTING BRICK WALL DURING NEW LINTEL

INSTALLATION IS THE RESPONSIBILITY OF THE CONTRACTOR.

EXISTING DIAGONALLY

SHEATHED 1x PLANK

SUBFLOOR

EXISTING ASSUMED FLOOR

JOISTS

2x6 BLOCKING @ 24" BELOW

PARALLEL WALLS WHICH DO NOT

ALIGN WITH FLOOR JOISTS.

INSTALL TIGHT TO UNDERSIDE OF

PLANK SUBFLOOR

INTERIOR WALL

LIGHT GAUGE FRAMING ANGLE

OR FACE MOUNT HANGER

WITH ALLOWABLE 'FLOOR'

CAPACITY OF 500 LBS

2'1' 4'0

@ WALLS PARALLEL TO JOISTS

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

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2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

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M A

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D E

S C

R

IP

T

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N

*** SAFETY PAYS ***

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

F

IL

E N

A M

E

F

IL

E N

U M

B E

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S-505

F R

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G

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IM

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TYPE G

3/4" = 1'-0"B9

FASTENING SCHEDULE

2'1' 4'0

3/4" = 1'-0"D9

PORCH POST BASE

3/4" = 1'-0"F9

NEW STEEL BEAM

3/4" = 1'-0"A5

PORCH ROOF SECTION

3/4" = 1'-0"C7

BEAM BRG AT EXIST. WALL

3/4" = 1'-0"E6

SOLID BRICK LINTEL REPLACEMENT

DETAIL

3/4" = 1'-0"A1

NEW NON-BEARING WALL BASE DETAIL

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PE.57962

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1/21/2021

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

W

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A ---------------------

A LABEL CLASS A DOOR

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ACC ACCESSIBLE

ACS AUTOMATIC CONTROL SYSTEM

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES ACT

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION BARRIER

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

ASSY ASSEMBLY

ATC ACOUSTICAL TILE CEILING

AVG AVERAGE

AW ARCHITECTURAL WOODWORK

AWT ACOUSTICAL WALL TREATMENT

B ---------------------

B LABEL CLASS B DOOR

BALC BALCONY

BB BASEBOARD

BC BOOKCASE

BD BOARD

BDRY BOUNDARY

BFF BELOW FINISH FLOOR

BHMA BUILDER'S HARDWARE MANUFACTURER'S

ASSOCIATION

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BN BULLNOSE

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BUILDING PAPER

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

C ---------------------

C CONC CAST CONCRETE

C LABEL CLASS C DOOR

CAB CABINET

CATW CATWALK

CAV CAVITY

CBB CEMENTITIOUS (BACKER) BOARD

CD CONSTRUCTION DOCUMENTS

CDW CHILLED DRINKING WATER

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR FURNISHED/CONTRACTOR

INSTALLED

CFE CONTRACTOR FURNISHED EQUIPMENT

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG DIFF CEILING DIFFUSER

CLG HT CEILING HEIGHT

CLL COLUMN LINE

CLO CLOSET

CLR COLOR

CLRM CLASSROOM

CMU CONCRETE MASONRY UNIT

CNDS CONDENSATE

CDR CARD READER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONF CONFERENCE

CONT CONTINUE

COORD COORDINATE

CORR CORRIDOR

CP CONCRETE PIPE

CPT CARPET

CR CONTROL ROOM

CS CAST STONE

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTR CENTER

CU FT CUBIC FEET

CW CASEMENT WINDOW

D ---------------------

D DEPTH

D LABEL CLASS D DOOR

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

E ---------------------

E LABEL CLASS E DOOR

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATION AND FINISH SYSTEM

EJ EXPANSION JOINT

ES EACH SIDE

EL ELEVATION

ELEV ELEVATOR

ENTR ENTRANCE

EPS EXPANDED POLYSTYRENE BOARD (INSULATION)

EQ EQUAL

EWC ELECTRIC WATER COOLER

EXP EXPOSED

EXT EXTERIOR

EXT EXTINGUISHER

EXT GR EXTERIOR GRADE

F ---------------------

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FAS BD FASCIA BOARD

FC BRK FACE BRICK

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FF INSUL FOIL BACKED INSULATION

FGL FIBERGLASS

FH FIRE HOSE

FHP FULL HEIGHT PARTITION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FM FACTORY MUTUAL

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FR FIRE RESISTANT

FRG FIBER REINFORCED GYPSUM

FRMG FRAMING

FRP FIBERGLASS REINFORCED PLASTIC

FRTW FIRE RETARDANT TREATED WOOD

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET

FTG FOOTING

FWC FABRIC WALLCOVERING

G ---------------------

G NATURAL GAS

GALV GALVANIZED

GB GRAB BAR

GFCI GOVERNMENT FURNISHED CONTRACTOR

INSTALLED

GFGI GOVERNMENT INSTALLED FURNISHED

INSTALLED BY GOVERNMENT

GFRG GLASS-FIBER-REINFORCED GYPSUM

GLZ GLAZING

GR FL GROUND FLOOR

GUT GUTTER

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

H ---------------------

HB HOSE BIBB

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE AIR (FILTER)

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HT HEIGHT

HYDR HYDRAULIC

I ---------------------

IBC INTERNATIONAL BUILDING CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

J ---------------------

JAN JANITOR

K ---------------------

KPD KEYPAD

KIT KITCHEN

KPL KICKPLATE

L ---------------------

LAM LAMINATE

LAV LAVATORY

LBF LINEAR BOARD FEET

LBR LUMBER

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIB LIBRARY

LIN LINEAR

LKR LOCKER

LOC LOCATION

LT LIGHT

LVDR LOUVER DOOR

LVR LOUVER

M ---------------------

MACH RM MACHINE ROOM

MATL MATERIAL

MAX MAXIMUM

MC MOISTURE CONTENT

MD METAL DECK

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MEMB MEMBRANE

MF MILL FINISH

MFR MANUFACTURER

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM, MINUTE

MIRR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING (MOULDING)

MO MASONRY OPENING

MOD MODIFY

MB MOISTURE BARRIER

MTG MOUNTING

MTL METAL

MVBL MOVABLE

MWP MEMBRANE WATERPROOFING

N ---------------------

N NORTH

NA NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NP NO PAINT

NRC NOISE REDUCTION COEFFICIENT

NTS NOT TO SCALE

O -------------------

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OFF OFFICE

OGL OBSCURE GLASS

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OWSJ OPEN WEB STEEL JOIST

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

P --------------------

PA PUBLIC ADDRESS

PAR PARAPET

PAT PATTERN

PB PULL BOX

PBD PARTICLEBOARD

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PH PHASE

PIL PILASTER

PL PROPERTY LINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLG PILING

PLYWD PLYWOOD

PNL PANEL

PP PL PUSH/PULL PLATE

PR PAIR

PRCST PRECAST

PRKG PARKING

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER AND RECEPTACLE

PTN PARTITION

PWR POWER

Q --------------------

QT QUARRY TILE

QTY QUANTITY

R --------------------

RB RESILIENT BASE

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RDG INS RIGID INSULATION, SOLID

REC RECESSED

REC RM RECREATION ROOM

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

REST RESTROOM

RF RESILIENT FLOORING

RFG ROOFING

RH ROOF HATCH

RHR RIGHT HAND REVERSE

RL ROOF LEADER

RLG RAILING

RM ROOM

RO ROUGH OPENING

RSD ROLLING STEEL DOOR

RV ROOF VENT

RVL REVEAL

S --------------------

SB SPLASH BLOCK

SCHED SCHEDULE

SD SMOKE DETECTOR

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGL SINGLE

SHT MTL FLASH SHEET METAL (FLASHING)

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SKLT SKYLIGHT

SLNT SEALANT

SMK SMOKE

SMLS SEAMLESS

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SST STAINLESS STEEL

ST STAIRS

STD STANDARD

STL JST STEEL JOIST

STL RF DK STEEL ROOF DECK

STOR STORAGE

STR STRINGERS

STRB/HRN STROBE/HORN

SUB FL SUBFLOOR

SV SHEET VINYL

SW SIDEWALK

T --------------------

T TREAD

T/S TUB/SHOWER

TC TERRA COTTA

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TFF TOP OF FINISH FLOOR

THK THICKNESS

TK BD TACKBOARD

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TRANS TRANSOM

TRTD TREATED

TV TELEVISION

A. ALL MATERIALS AND SHAPES INDICATED ARE CONTINUOUS UNLESS

SPECIFICALLY NOTED OTHERWISE.

B. REFER TO INTERIOR DRAWINGS FOR CABINET AND COUNTER FINISHES.

REFER TO A-505 FOR TYPICAL CABINET DETAILS.

C. SECURE ALL NEW CONSTRUCTION WITH FASTENERS OF ADEQUATE SIZE

AND AT PROPER SPACING TO ENSURE THAT ALL MATERIALS WILL REMAIN

SECURELY FIXED IN POSITION AS SHOWN.

D. WHERE ACCESSORY MATERIALS ARE DETAILED, NOTED OR SPECIFIED AND

NO EXTENT OF USE IS INDICATED, PROVIDE ACCESSORY MATERIALS

WHEREVER USE IS POSSIBLE.

E. INSTALL NEW CONSTRUCTION USING MATERIALS, TYPE AND METHOD OF

ANCHORAGE IN SUCH A WAY AS TO PROVIDE FOR EXPANSION AND

CONTRACTION.

F. 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.

G. DETAILS MAY BE EXPLODED (I.E. MATERIALS SEPARATED FOR CLARITY) TO

SHOW DESIGN INTENT.

H. SEE WALL LEGEND ON FLOOR PLANS FOR PARTITION TYPES.

I. 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.

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

FINISH TO FINISH. NOTE: WINDOW, DOOR AND OPENING DIMENSIONS ARE

ROUGH OPENING DIMENSIONS. CONTRACTOR TO COORDINATE FINAL

REQUIRED CLEARANCES.

K. ALL SPOT ELEVATIONS ARE ABOVE FINISHED FLOOR.

L. 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.

M. INSTALL CONTROL JOINTS IN GYPSUM WALL AND CEILING SYSTEMS PER

SPEC SECTION 09 29 00 AND WHERE INDICATED IN GA-216, PARAGRAPHS

4.7.3.1-4.7.4 OR ASTM C840, SYSTEM XIII, PARAGRAPHS 20.3.1-20.3.7

N. ALL DOORS TO BE INSTALLED 4" FROM HINGE SIDE OF WALL (TYPICAL)

UNLESS NOTED OR DIMENSIONED OTHERWISE.

O. CEILING HEIGHTS IDENTIFIED ARE MINIMUM AND SHALL BE MAINTAINED

UNLESS OTHERWISE NOTED.

P. CENTER ALL FIXTURES, EQUIPMENT AND ACCESSORIES IN CEILING TILES,

UNLESS OTHERWISE NOTED.

Q. CONTRACTOR SHALL PREPARE ALL WALLS AND PARTITIONS AS

RECOMMENDED BY THE FINISH MANUFACTURER TO RECEIVE THE FINISHES

SPECIFIED.

R. CONTRACTOR SHALL REMOVE ALL FIRE EXTINGUISHERS AND RETURN TO

GOVT.

S. NEW WALLS ADJOINING EXISTING ADJACENT IN-PLANE WALLS TO BE

ALIGNED TO PROVIDE CONTINUOUS SMOOTH SURFACE TYPICAL (UNLESS

OTHERWISE NOTED).

WATER CLOSET (CENTER)

C L

24" 6"

12" MAX

24"

M A

X

M

IN

T

O

M A

X

A D

A

LAVATORY

CL

1' - 3" MIN

8"

11"

R E

F L E

C T

IV

E

S

U R

F A

C E

T O

E C

L E

A R

A N

C E

TOE

CLEARANCE

KNEE

CLEARANCE

GBGB

M

TOWEL

HOOK

7"-9" TO TP

A D

A

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

*** SAFETY PAYS ***

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

F

IL

E N

A M

E

F

IL

E N

U M

B E

R

A-001

G E

N E

R A

L I

N F

O R

M A

T

IO

N

W R

IG

H

T -P

A T

T E

R S

O N

A F

B

D A

Y T

O N

O

H

IO

L O

U

IS

V

IL

L E

D

IS

T R

IC

T

D

R M

A R

T

IN

L U

T H

E R

K

IN

G P

L

L O

U

IS

V

IL

L E

K

E N

T U

C K

Y

J W

IL

K

E R

S O

N

N B

E R

B E

R

IC

H

S D

E G

A R

O

R C

U R

R A

N

D E

C E

M B

E R

W Q

R -1

-F

-0

CORRECTED FINAL

IM

P

R O

V E

F A

M

IL

Y H

O U

S

IN

G

P

F

IL

E N

U M

B E

R

TYPE G

GENERAL NOTES:ABA & INSTAL. REQUIREMENTS:DRAWING ABBREVIATIONS

TOILET ROOM ACCESSORY HEIGHT

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

F

IN

A L

S U

B M

IT

T

A L

JA

N

U A

R Y

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

161 SF

STORAGE

362 SF

MECH RM

195 SF

LAUNDRY

CRAWL SPACE

CRAWL SPACE

H

H

I

29 29

A. DOCUMENT MOLDING TYPE AND LOCATION AND SALVAGE AND PROTECT A 24”

SECTION OF EACH TYPE, TYPICAL. RETAIN FOR SHPO.

B. DEMOLISH ALL EXISTING CABINETS, COUNTERTOPS, APPLIANCES, SINKS, AND

SHELVING THROUGHOUT.

C. DEMOLISH EXISTING CASEWORK AND BUILT-INS, DOCUMENT BUILT-INS PRIOR TO

DEMOLITION WITH PHOTO DOCUMENTATION ORGANIZED BY ADDRESS AND UNIT

TYPE, DIGITAL COPIES PROVIDED TO BASE HOUSING, ARCHITECT…