Attachment F - USU Roof Garden - Drawings.pdf

NAVAL FACILITIES ENGINEERING COMMAND

(NAVFAC)

UNIFORMED SERVICES UNIVERSITY OF THE

HEALTH SERVICES

BETHESDA, MD

1. ARCHITECT:

MTFA ARCHITECTURE INC.

3200 LANGSTON BOULEVARD

ARLINGTON, VA 22207

2. STRUCTURAL ENGINEER:

MCMULLAN CONSULTING ENGINEERS

11800 SUNRISE VALLEY DR., SUITE 430

RESTON, VA 20191

3. MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION

/ LIFE SAFETY:

SUMMER CONSULTANTS, INC.

7900 WESTPARK DRIVE, SUITE A405

MCLEAN, VA 22102

4. LANDSCAPE:

OEHME, VAN SWEDEN

800 G STREET SE,

WASHINGTON D.C. 20003

5. HAZARDOUS MATERIALS:

TIDEWATER, INC.

6625 SELNICK DRIVE, SUITE A

ELKRIDGE, MD 21075

6. COST ESTIMATOR:

RIB U.S. COST

241 GARRISONVILLE RD., SUITE 202

STAFFORD, VA 22554

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

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DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

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AS NOTED

P U

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D E

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A

3200 LANGSTON BOULEVARD, ARLINGTON, VA 22207

(703) 524 - 6616 www.mtfa.net

PROFESSIONAL CERTIFICATION. I

CERTIFY THAT THESE DOCUMENTS WERE

PREPARED OR APPROVED BY ME AND

THAT I AM A DULY LICENSED ARCHITECT

UNDER THE LAWS OF THE STATE OF

MARYLAND, LICENSE NUMBER 9635,

EXPIRATION DATE 8/15/23.

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13148358

MJB CBM

FINAL DESIGN SUBMISSION

1698751

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VICINITY MAP (NTS)

LOCATION MAP (NTS)

USU- BUILDING 76E ROOF GARDEN

FINAL DESIGN SUBMISSION - JUNE 28, 2023

UNIFORMED SERVICES UNIVERSITY OF THE HEALTH SCIENCES, BETHESDA, MD.

PLAN

NORTH

PLAN

NORTH

DRAWING INDEX

SHEET # SHEET_NO NAVFAC_NO SHEET NAME

01-General

G-001 1 13148358 COVER SHEET

G-002 2 13148359 GENERAL NOTES, ABBREVIATIONS AND SYMBOLS

G-003 3 13148360 PHASING PLANS

02-Life Safety

GI001 4 13148361 BUILDING CODE SUMMARY

GI101 5 13148362 FIRST FLOOR

GI102 6 13148363 SECOND FLOOR

03-Structural

S-001 7 13148364 DESIGN NOTES

S-101 8 13148365 PARTIAL LEVEL 2 (ROOF) FRAMING PLAN

S-501 9 13148366 SECTIONS AND DETAILS

S-502 10 13148367 SECTIONS AND DETAILS

S-503 11 13148368 EXISTING CONNECTION VERIFICATION DETAILS

04-Architectural

AD101 12 13148369 LEVEL 1 DEMOLITION REFLECTED CEILING PLAN

AD102 13 13148370 LEVEL 2 DEMOLITION PLANS

AD301 14 13148371 SECTIONS - DEMO

A-101 15 13148372 OVERALL FLOOR PLAN - NEW WORK

A-102 16 13148373 LEVEL 2 - NEW WORK

A-103 17 13148374 LEVEL 2 - TRELLIS PLAN

A-111 18 13148375 LEVELS 1 & 2 RCP

A-301 19 13148376 SECTIONS

A-302 20 13148377 SECTIONS

A-501 21 13148378 DETAILS

A-502 22 13148379 DETAILS

A-503 23 13148380 RAMP PLANS AND DETAILS

A-601 24 13148381 DOOR SCHEDULE

A-701 25 13148382 RENDERED VIEWS

05-Fire Protection

FX001 26 13148383 SYMBOLS AND ABBREVIATIONS

FD101 27 13148384 FIRST FLOOR - DEMOLITION

FD102 28 13148385 SECOND FLOOR

FX101 29 13148386 SECOND FLOOR

06-Mechanical

M-001 30 13148387 SYMBOLS AND ABBREVIATIONS

MD101 31 13148388 MECHANICAL DEMO

M-101 32 13148389 MECHANICAL

M-301 33 13148390 MECHANICAL SECTIONS

07-Electrical

E-001 34 13148391 SYMBOLS AND ABBREVIATIONS

ED101 35 13148392 ELECTRICAL DEMO

ED102 36 13148393 FLOOR PLANS - POWER - DEMOLITION

E-101 37 13148394 FLOOR PLANS - ELECTRICAL

E-102 38 13148395 FLOOR PLANS - POWER

08-Fire Alarm

FA001 39 13148396 SYMBOLS AND ABBREVIATIONS

FD111 40 13148397 FIRST FLOOR - DEMOLITION

FD112 41 13148398 SECOND FLOOR

FA101 42 13148399 FIRST FLOOR

FA102 43 13148400 SECOND FLOOR

09-Landscape

L-101 44 13148401 SOILS AND GRADING

L-102 45 13148402 PLANTING PLAN

L-201 46 13148403 PLANTING DETAILS

L-301 47 13148404 IRRIGATION PLAN

L-302 48 13148458 IRRIGATION DETAILS

L-303 49 13148459 IRRIGATION DETAILS

S Y

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1. WORK MUST BE PERFORMED IN ACCORDANCE WITH RULES AND REGULATIONS OF GOVERNMENT AGENCIES HAVING JURISDICTION AND MUST CONFORM TO ALL ARCHITECTURAL BARRIERS ACT (ABA) AND THE AMERICANS WITH DISABILITIES AND ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS), NFPA, CITY, COUNTY, STATE, AND FEDERAL CONSTRUCTION, SAFETY, AND SANITARY LAW, CODES, STATUTES, AND ORDINANCES.

2. ALL CONTRACTORS MUST BE RESPONSIBLE FOR VISITING THE SITE AND EXAMINING EXISTING CONDITIONS PRIOR TO SUBMITTING A BID FOR THE

WORK.

3. CONSTRUCTION OF WORK INDICATED ON THE DRAWINGS AS (N.I.C.) IS NOT IN CONTRACT.

4. WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE DETERMINED, CONSULT GOVERNMENT BEFORE PROCEEDING WITH THE WORK. TYPICAL DETAILS APPLY AT ALL SIMILAR CONDITIONS WHETHER CROSS REFERENCED OR NOT.

5. REQUIRED WORK OF A TRADE MAY BE AFFECTED BY INFORMATION ON OTHER TRADE SHEETS. ALL BIDS ARE BASED ON EXAMINATION OF A FULL SET OF DOCUMENTS. THE CONTRACTOR MUST COORDINATE THE WORK OF ALL TRADES AND SUBCONTRACTORS.

6. DIMENSION UNITS ARE IMPERIAL UNITS UNLESS NOTED OTHERWISE.

7. DIMENSIONS SHOWN ARE TO THE FINISHED FACE, CENTER-LINE OF DOOR OPENING AND COLUMN GRID LINES UNLESS NOTED OTHERWISE.

8. "VIF" OR ± INDICATED DIMENSIONS MUST BE FIELD VERIFIED. WHEN ACTUAL FIELD DIMENSIONS VARY IN SUCH A WAY THAT IT AFFECTS ELEMENTS

WITHIN THE STRING, NOTIFY GOVERNMENT IMMEDIATELY.

9. DO NOT SCALE DRAWINGS. WHERE DIMENSIONS OR EXACT LOCATIONS ARE REQUIRED AND NOT INCLUDED ON THE DRAWINGS, REQUEST

INFORMATION FROM GOVERNMENT.

10. THE INFORMATION CONTAINED HEREIN MAY REQUIRE ADJUSTMENT OR MODIFICATION TO CONFORM TO EXISTING CONDITIONS. IN CASES WHERE CHANGES IN DETAILS ARE NECESSARY, THESE DRAWINGS ARE USED TO SHOW ONLY THE DESIGN INTENT.

11. INSTALL MATERIALS, EQUIPMENT, HARDWARE, AND OTHER ELEMENTS IN STRICT COMPLIANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS AND RECOMMENDATIONS. COORDINATE LOCATION OF CONCEALED SUPPORTS OR BLOCKING TO ENSURE PROPER INSTALLATION PRIOR TO

CLOSING OF WALLS.

12. ALL DAMAGE TO EXISTING CONSTRUCTION AND PROPERTY BY THE CONTRACTOR MUST BE REPLACED AT THE CONTRACTOR'S EXPENSE WITH NEW

MATERIALS TO MATCH EXISTING.

13. ELECTROLYTIC PROTECTION MUST BE PROVIDED BETWEEN DISSIMILAR METALS WHENEVER THE TWO ARE IN CONTACT.

14. OPEN EXTERIOR JOINTS AROUND WINDOW AND DOOR FRAMES, BETWEEN WALL PANELS, AT PENETRATIONS OF UTILITIES THROUGH THE BUILDING ENVELOPE MUST BE SEALED, FLASHED OR WEATHER-STRIPPED AS REQUIRED FOR COMPATIBILITY WITH ADJACENT MATERIALS TO ELIMINATE AIR

LEAKAGE & WATER INFILTRATION.

15. A FULL AND COMPLETE JOB IS REQUIRED UNDER THIS CONTRACT. MATERIAL AND LABOR WHICH ARE RELATED TO THE WORK BUT NOT SPECIFICALLY INDICATED, AND WHICH ARE REQUIRED FOR A PROFESSIONALLY FINISHED JOB, MUST BE A PART OF THE WORK.

16. WORK IS TO BE PERFORMED IN A FULLY OCCUPIED BUILDING. PERIODS OF SYSTEM INTERRUPTIONS MUST BE APPROVED BY BUILDING MANAGEMENT AND MUST BE LIMITED TO OFF HOURS/DAYS. THE GOVERNMENT AND TENANT REQUIRE A 72 HOUR NOTIFICATION OF SYSTEM INTERRUPTIONS. SEE WORK RESTRICTION IN THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

17. VERIFICATION & ADJUSTMENT OF LAYOUTS IS PART OF THE SCOPE OF WORK. PROVIDE CONFIRMATION OF ALL DIMENSIONS AND LAYOUT WITH THE GOVERNMENT PRIOR TO INSTALLATION OF SYSTEMS. THE CONTRACTOR IS RESPONSIBLE FOR ON-SITE VERIFICATION OF ALL FIELD CONDITIONS, QUANTITIES, AND DIMENSIONS PRIOR TO CONSTRUCTION.

18. THE CONTRACTOR IS RESPONSIBLE FOR PAYMENT OF ALL APPLICABLE PERMITS.

19. THE GENERAL NOTES AND TYPICAL DETAILS APPLY THROUGHOUT THE JOB UNLESS OTHERWISE NOTED OR SHOWN.

20. NO MATERIAL CUTTING OR FABRICATION OF ANY WORK WILL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED WRITTEN AND/OR STAMPED APPROVAL (FROM THE GOVERNMENT) OF RELATED SHOP DRAWINGS AND MANUFACTURERS' SPECIFICATION DATA.

21. THE CONTRACTOR IS TO PROVIDE CLOSE OUT DOCUMENTATION UPON COMPLETION OF THE PROJECT TO THE TENANT. COORDINATE FINAL REQUIREMENTS WITH GOVERNMENT. GC TO PROVIDE ELECTRONIC AND HARD COPIES OF AS-BUILTS.

22. THE CONTRACTOR MUST MAINTAIN EMERGENCY EGRESS ACCESS AND ENSURE SECURITY OF THE SPACE AT ALL TIMES.

23. WORK MUST BE COMPLETED DURING TYPICAL OPERATION HOURS EXCEPT FOR SHUT DOWNS AND WORK INVOLVING NOISE OR ODORS AND WORK INVOLVING OTHER OCCUPIED FLOORS AND ADJACENT SPACES. WORK INVOLVING NOISE OR ODORS, AND WORK INVOLVING OTHER OCCUPIED FLOORS AND ADJACENT SPACES MUST BE DONE PRIOR TO 6:00AM AND/OR AFTER 6:00PM OR DURING WEEKENDS, UON. COORDINATION WITH THE

GOVERNMENT IS REQUIRED.

24. COMPLETE SPECIFICATIONS ARE TO BE A PART OF THIS CONSTRUCTION DOCUMENT SUBMITTAL.

25. EXISTING FIRE SEPARATION WALLS AND THEIR RATINGS MUST BE MAINTAINED BETWEEN THE CONSTRUCTION AREA AND OCCUPIED AREAS.

PROVIDE TEMPORARY FIRE BARRIERS AS REQUIRED.

PARTITION TYPE

COLUMN REFERENCE

DETAILS

INTERIOR

ELEVATION

REFERENCE

BUILDING / WALL SECTION

EXTERIOR ELEVATION

REFERENCE

DRAWING TITLE

KEY NOTE

(First number indicates specification division)

WINDOW / LOUVER / GLASS TYPE

ROOM NAME & NUMBER

REVISION

SPOT ELEVATION

DOOR NUMBER

A101

A101

A101

A101

VEW #

SHT #

DRAWING TITLE

SCALE

DRAWING TITLE

BACK REFERENCED

VEW #

SHT

DRAWING TITLE

SCALEREF

A101

ROOM

NAME

9'-0" CEILING HEIGHT A.F.F.

ACT-1 CEILING MATERIAL

1a

W1a

CONCRETE MASONRY

CUT BLOCKING / SHIM

WOOD BLOCKING

RIGID INSULATION

BATT INSULATION

CONCRETE

BRICK

FINISH WOOD / HARD WOOD

SEALANT / CAULKING

ENGINEERED FILL

STEEL

GYPSUM

1. A HAZARDOUS MATERIALS SURVEY ASSESSMENT HAS BEEN CONDUCTED FOR ASBESTOS-CONTAINING MATERIALS (ACM), LEAD-BASED PAINT (LBP) AND OTHER POTENTIALLY REGULATED MATERIALS. REFER TO THE USU-76 REVIEW ROOF DESIGN HAZARDOUS MATERIALS ASSESSMENT REPORT

DATED NOVEMBER 1, 2022.

2. SUSPECT ASBESTOS-CONTAINING MATERIALS (ACM) ARE PRESENT IN THE DESIGNATED RENOVATION AREA. REFER TO THE USU-76 REVIEW ROOF

DESIGN HAZARDOUS MATERIALS ASSESSMENT REPORT DATED NOVEMBER 1, 2022.

3. LEAD-BASED PAINT COATED COMPONENTS ARE NOT PRESENT IN THE DESIGNATED AREA. REFER TO THE USU-76 REVIEW ROOF DESIGN HAZARDOUS

MATERIALS ASSESSMENT REPORT DATED NOVEMBER 1, 2022.

4. IF ASBESTOS ABATEMENT IS REQUIRED, ABATEMENT SHALL BE PERFORMED WITHIN A NEGATIVE PRESSURE ENCLOSURE (NPE) WITH AFFIXED DECONTAMINATION UNIT, USING PROPER ENGINEERING CONTROLS AND WORK PRACTICES IN COMPLIANCE WITH FEDERAL, STATE AND LOCAL REGULATIONS DETAILED IN THE SPECIFICATION SECTION 020850– ASBESTOS ABTEMENT PROCEDURES.

5. LEAD REMEDIATION IS NOT ANTICIPATED DURING THIS RENOVATION. REFER TO THE SPECIFICATION SECTION 020900 – CONTROL OF LEAD-BASED

PAINT FOR LEAD SAFE WORK PRACTICES TO BE FOLLOWED DURING DEMOLTION.

6. IF ADDITIONAL SUSPECT MATERIALS ARE UNCOVERED DURING RENOVATIONS, IN AREAS PREVIOUSLY NOT IDENTIFIED, ALL CONSTRUCTION ACTIVITIES SHALL CEASE AND BULK SAMPLING AND/OR XRF TESTING FOR LBP SHALL BE PERFORMED TO CONFIRM OR REFUTE THE PRESENCE OF

ACM OR LBP.

7. FOR FLOURESCENT LAMP LIGHT FIXTURES AND OTHER REGULATED COMPONENTS THAT CONTAIN PCBs and MERCURY, REFER TO THE

SPECIFICATION SECTION 020890 FOR SMALL PCB ITEMS AND MERCURY LAMPS.

8. HAZARDOUS MATERIAL NOTES ABOVE AND COORDINATING SPECIFICATIONS PROVIDED BY TIDEWATER, INC.

THE GENERAL SCOPE OF WORK INCLUDES, BUT IS NOT LIMITED TO, DEMOLITION OF EXISTING ROOFING, INTERIOR / EXTERIOR RENOVATIONS FOR A ROOF GARDEN ON THE 2ND FLOOR. THE RENOVATION INCLUDES A RAMP, ROOF ACCESS, VEGETATIVE ROOFING SYSTEM WITH WOOD PAVERS, STRUCTURAL

STRENGTHENING, MECHANICAL PLUMBING, FIRE PROTECTION AND ELECTRICAL RELOCATION /

UPGRADES TO SUPPORT THE ROOF GARDEN DESIGN.

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

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M E

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DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

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FA

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AS NOTED

P U

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E T

H E

S D

A

3200 LANGSTON BOULEVARD, ARLINGTON, VA 22207

(703) 524 - 6616 www.mtfa.net

PROFESSIONAL CERTIFICATION. I

CERTIFY THAT THESE DOCUMENTS WERE

PREPARED OR APPROVED BY ME AND

THAT I AM A DULY LICENSED ARCHITECT

UNDER THE LAWS OF THE STATE OF

MARYLAND, LICENSE NUMBER 9635,

EXPIRATION DATE 8/15/23.

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13148359

MJB CBM

FINAL DESIGN SUBMISSION

1698751

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GENERAL NOTES: MATERIAL SYMBOLS: DRAWING SYMBOLS:

ABBREVIATIONS:

SCOPE OF WORK:

HAZARDOUS MATERIALS:

AB ANCHOR BOLT

ABV ABOVE

ACC ACCESS

ACOUS ACOUSTICAL

ACP ACOUSTICAL PANEL CEILING

AD AREA DRAIN

ADJ ADJUSTABLE

AFF ABOVE FINISH FLOOR

AHU AIR HANDLING UNIT

ALT ALTERNATE

ALUM ALUMINUM

ANC ANCHORS

APPROX APPROXIMATE

ARCH ARCHITECT

AUTO AUTOMATIC

AVG AVERAGE

B BATHROOM

BD BEAD

BIT BITUMINOUS

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BM BEAM

BO BY OWNER

BOT BOTTOM

BRD BOARD

BRKT BRACKET

BSL BUILDING SETBACK LINE

BSMT BASEMENT

BU BUILT UP

CAB CABINET

CEM CEMENT

CF CUBIC FOOT (FEET)

CI CAST IRON

CJ CONTROL JOINT

CL, CLO CLOSET

CLG CEILING

CLL CONTRACT LIMIT LINE

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CNR CORNER

CO CLEAN OUT

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

CPT CARPET

CS COURSES

CT CERAMIC TILE

CTR CENTER

CTSK COUNTER SUNK

DBL DOUBLE

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DH DOUBLE HUNG

DIA DIAMETER

DIFF DIFFUSER

DIM DIMENSION

DISP DISPENSER

DIV DIVISION (DIVIDED)

DN DOWN

DR DOOR

DS DOWN SPOUT

DW DISHWASHER

DWGS DRAWINGS

DWR DRAWER

E EAST

EA EACH

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATION

ENCL ENCLOSURE

ENT ENTRANCE

EQ EQUAL

EQUIP EQUIPMENT

ETR EXISTING TO REMAIN

EWC ELECTRIC WATER COOLER

EX EXISTING

EXP EXPANSION

FD FLOOR DRAIN

FE(C) FIRE EXTINGUISHER

FF FINISHED FLOOR

FF&E FIXTURE FURNITURE & EQUIPMENT

FG FINISHED GRADE

FIN FINISH

FL FLOORING

FLEX FLEXIBLE

FLSG FLASHING

FLUOR FLUORESCENT

FR FRAME

FRPF FIRE PROOFING

FRT FIRE RETARDANT TREATED

FT FOOT (FEET)

FTG FOOTING

FUR FURRING

FVC FIVE VALVE CABINET

GA GAUGE

GALV GALVANIZED

GB GYPSUM BOARD

GC GENERAL CONTRACTOR

GL GLASS

GR GRADE

GWB GYPSUM WALLBOARD

HB HOSE BIB

HC HOLLOW CORE

HD HEAVY DUTY

HDWD HARDWOOD

HDWR HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HIGH POINT

HT HEIGHT

HVAC HEATING, VENT, AIR

CONDITIONING

ID INSIDE DIAMETER

IGU INSULATED GLASS UNIT

INST INSTALLATION

INSUL INSULATION

INT INTERIOR

JAN JANITOR

JBE JOIST BEARING ELEVATION

JST JOIST

JT JOINT

KD KNOCK DOWN

KIT KITCHEN

KO KNOCK OUT

LAM LAMINATED

LAV LAVATORY

LIN LINEAR

LP LOWPOINT

LT LIGHT

LW LIGHTWEIGHT

MACH MACHINE

MAINT MAINTENANCE

MATL MATERIAL

MAX MAXIMUM

MB MARKER BOARD

MDF MEDIUM DENSITY FIBERBOARD

MECH MECHANICAL

MEMB MEMBRANE

MEP MECHANICAL, ELECTRICAL,

PLUMBING

MET, MTL METAL

MEZZ MEZZANINE

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MLDG MOLDING

MO MASONRY OPENING

MOD MODIFIED

MTD MOUNTED

N, NO NORTH

NIC NOT IN CONTRACT

NRC NOISE REDUCTION COEFFICIENT

NTS NOT TO SCALE

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED /

CONTRACTOR INSTALLED

OFF OFFICE

OH OVERHEAD

OP HD OPPOSITE HAND

OPG OPENING

OPP OPPOSITE

P-LAM PLASTIC LAMINATE

PAR PARTIAL

PART PARTITION

PED PEDESTRIAN

PLX PLEXIGLASS

PLYWD PLYWOOD

PNL PANEL

POL POLISH (POLISHED)

PR PAIR

PREFAB PREFABRICATED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT

PTD PAINTED

QT QUARRY TILE

QTY QUANTITY

RAD RADIUS

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REF REFERENCE

REF'G REFRIGERATOR

REINF REINFORCED (ING)

REQ REQUIRED

RES RESILIENT

REV REVISE (REVISION)

RO ROUGH OPENING

RTU ROOF TOP UNIT

SC SOLID CORE

SCHED SCHEDULE

SCHWD SOLID CORE WOOD DOOR

SECT SECTION

SF SQUARE FOOT (FEET)

SFPS STRETCHED FABRIC PNL. SYS

SHR SHOWER

SHT SHEET

SIM SIMILAR

SL SLIDING

SQ SQUARE

SS, S.STL. STAINLESS STEEL

SSK SERVICE SINK

STA STATION

STC SOUND TRANSMISSION CLASS

STD STANDARD

STL STEEL

STN STAIN

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

SW SWITCH

SYS SYSTEM

T&G TONGUE & GROOVE

T.O.STL TOP OF STEEL

TB TACK BOARD

TBR TO BE REMOVED

TEL TELEPHONE

TEMP TEMPERED

THK THICK

THR THRESHOLD

TLT TOILET

TO TOP OF

TOS TOP OF SLAB

TV TELEVISION

TYP TYPICAL

UL UNDERWRITER'S LABORATORIES

UNF UNFINISHED

UNO UNLESS NOTIFIED (NOTED)

OTHERWISE

UR URINAL

UTL UTILITY

VCT VINYL COMPOSITE TILE

VERT VERTICAL

VIF VERIFY IN FIELD

W WEST

W/ WITH

W/O WITH OUT

WD WOOD

WH WATER HEATER

WP WATERPROOFING

WR WATER RESISTANT

WT WEIGHT

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

F

E

E

G

G

OFFICE

E1061

OFFICE

E1060

OFFICE

E1059

CORRIDOR

E1907

OFFICE

E1049

OFFICE

E1048

OFFICE

E1047

OFFICE

E1046

OFFICE

E1045

OFFICE

E1044

CORRIDOR

E1908

ELEC

E1006

OFFICE

E1040

STORAGE

E1042

F

F

E

E

OFFICE

E2041

OFFICE

E2040

CORRIDOR

E2908

OFFICE

E2043

OFFICE

E2044

OFFICE

E2051

OFFICE

E2050

OFFICE

E2045

LEGEND (PHASING)

PHASE 1 - CONSTRUCTION

PHASE 2 - CONSTRUCTION

PHASE 3 - CONSTRUCTION

GENERAL NOTES (PHASING)

1. MAINTAIN CLEAR AND SAFE EGRESS FOR ALL OCCUPIED

SPACES AND ADJACENT AREAS DURING PHASED

CONSTRUCTION.

2. WORK IN GROUND FLOOR DETAIL 2/M-101 AND WORK ON

FIRST FLOOR NORTH OF COLUMN LINE 2 SHALL OCCUR

DURING PHASE 1. WORK ON FIRST FLOOR SOUTH OF

COLUMN LINE 2 SHALL OCCUR DURING PHASE 2. WORK ON

ROOF AND ON SECOND FLOOR SHALL OCCUR DURING

PHASE 3.

3. WORK ON THE GROUND FLOOR COORIDOR BETWEEN

COLUMNS A - E AND 3 - 4 SHALL BE COMPLETED DURING

WEEKEND HOURS. EXISTING CEILING SYSTEM, GRID,

LIGHTS AND ALL DEVICES TO REMAIN.

F

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SATISFACTORY TO DATE

APPROVED

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FOR COMMANDER NAVFAC

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3200 LANGSTON BOULEVARD, ARLINGTON, VA 22207

(703) 524 - 6616 www.mtfa.net

PROFESSIONAL CERTIFICATION. I

CERTIFY THAT THESE DOCUMENTS WERE

PREPARED OR APPROVED BY ME AND

THAT I AM A DULY LICENSED ARCHITECT

UNDER THE LAWS OF THE STATE OF

MARYLAND, LICENSE NUMBER 9635,

EXPIRATION DATE 8/15/23.

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SCALE: 1/8" = 1'-0"G-003

1 LEVEL 1 - ENLARGED PHASING PLAN

SCALE: 1/8" = 1'-0"G-003

2 LEVEL 2 - PHASING PLAN

TRUE

NORTH

PLAN

NORTH

0 4' 8' 16' 24'

1/8" = 1'-0"

SCALE: 1/16" = 1'-0"G-003

3 LEVEL 1 - OVERALL PHASING

0 8' 16' 32' 48'

1/16" = 1'-0"

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APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

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3200 LEE HIGHWAY, ARLINGTON, VA 22207

(703) 524 - 6616 www.mtfa.net

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7900 Westpark Dr. | Suite A405 | McLean, VA 22102

(703) 556-8820 | www.summerconsultants.com

SUMMER

CONSULTANTS

I N C O R P O R A T E D

BU

ILD

IN

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AS NOTED

13148361

GI001

1. UNIFIED FACILITIES CRITERIA (UFC)

2022 UFC 1-200-01 DOD BUILDING CODE

2. INTERNATIONAL CODE COUNCIL (ICC)

2021 INTERNATIONAL BUILDING CODE (IBC)

3. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

2022 NFPA 13 STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS

2023 NFPA 70 NATIONAL ELECTRICAL CODE

2022 NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE

2021 NFPA 101 LIFE SAFETY CODE

APPLICABLE CODES

CONSTRUCTION TYPE

REQUIRED - PER IBC SECTION 601, ALL BUILDINGS MUST BE ASSIGNED A TYPE OF CONSTRUCTION.

PROVIDED - THE FACILITY MOST CLOSELY RESEMBLES CONSTRUCTION TYPE IB IN ACCORDANCE WITH IBC

CHAPTER 6.

OCCUPANCY USE

REQUIRED - NFPA 101 SECTION 6.1.14 ALLOWS MULTIPLE OCCUPANCIES TO BE TREATED AS MIXED USE

NON-SEPARATED WHERE INCIDENTAL TO ANOTHER OCCUPANCY.

PROVIDED - THE FACILITY WILL BE TREATED AS A MIXED USE NON-SEPARATED OCCUPANCY TYPE.

OCCUPANCY CLASSIFICATIONS

EGRESS CAPACITY

THE FACILITY EGRESS CAPACITY FACTORS ARE:

- 0.2 INCHES/PERSON FOR LEVEL COMPONENTS.

- 0.3 INCHES/PERSON FOR STAIR COMPONENTS.

EXISTING FACILITY

IN ACCORDANCE WITH IBC CHAPTER 3 AND NFPA 101 CHAPTER 6.

BUILDING AREA

OCCUPANT LOAD

FIRE PROTECTION SYSTEMS

REQUIRED - UFC REQUIRES FACILITIES TO BE PROTECTED WITH AN AUTOMATIC WET-PIPE SPRINKLER

SYSTEM IN COMPLIANCE WITH NFPA 13 AND UFC 3-600-01.

PROVIDED - THE BUILDING IS PROTECTED WITH AN AUTOMATIC WET-PIPE SPRINKLER SYSTEM IN

COMPLIANCE WITH NFPA 13 AND UFC 3-600-01.

REQUIRED - UFC REQUIRES A FIRE ALARM SYSTEM IN COMPLIANCE WITH NFPA 72 AND UFC 3-600-01 AND A

MASS NOTIFICATION SYSTEM IN COMPLIANCE WITH UFC 4-021-01.

PROVIDED - THE BUILDING HAS A COMBINED ADDRESSABLE FIRE ALARM AND MASS NOTIFICATION SYSTEM

INSTALLED IN COMPLIANCE WITH NFPA 72, UFC 3-600-01, AND UFC 4-021-01.

STORIES AND HEIGHT

THE ALLOWABLE AREA PER FLOOR IS BASED ON IBC SECTION 506.

ALLOWABLE AREA PER FLOOR - 144,000 SQUARE FEET

FIRST FLOOR AREA - 13,144 SQUARE FEET

SECOND FLOOR AREA - 13,144 SQUARE FEET

THE ALLOWABLE BUILDING STORIES AND HEIGHT ARE BASED ON IBC CHAPTER 504.

ALLOWABLE BUILDING STORIES AND HEIGHT ABOVE GRADE - 12 STORIES | 180 FEET

ACTUAL BUILDING STORIES AND HEIGHT ABOVE GRADE - 2 STORIES | 43 FEET

OCCUPANCY

CLASSIFICATION OCCUPANCY USE GROUP

OCCUPANT LOAD

FACTOR COMMENTS

COMPONENT REQUIRED FIRE RESISTANCE

PRIMARY STRUCTURAL FRAME 2 HOUR

BEARING WALLS 2 HOUR

NONBEARING WALLS AND BY OTHER CRITERIA

FLOOR CONSTRUCTION AND SECONDARY MEMBERS 2 HOUR

ROOF CONSTRUCTION AND SECONDARY MEMBERS 1 HOUR

INTERIOR FINISH

OCCUPANCY

MAX ALLOWABLE TRAVEL

DISTANCE

MAX ALLOWABLE COMMON

PATH OF TRAVEL

MAX ALLOWABLE DEAD

END

STRUCTURAL FIRE RESISTANCE RATING

OCCUPANCY MULTIPLE FLOOR SPRINKLERED, ALLOWABLE AREA

STORAGE (S-1) 144,000

MEANS OF EGRESS

REQUIRED INTERIOR FINISH - NFPA 101 CHAPTER 10

WALLS AND CEILINGS

1. BUSINESS - CLASS C MINIMUM

FLOORS

1. BUSINESS - CLASS II

EXTERIOR WALL FIRE RESISTANCE RATING

REQUIRED - PER IBC TABLE 705.5, EXTERIOR WALLS ARE REQUIRED TO HAVE A 1-HOUR FIRE RATING WHEN LESS THAN 30 FEET

FROM ADJACENT BUILDINGS.

PROVIDED - THE SOUTH EXTERIOR WALL IS LESS THAN 30 FEET FROM BUILDING 73 D AND HAS A 1-HOUR FIRE RATING. ALL OTHER EXTERIOR WALLS ARE MORE THAN 30 FEET FROM THE CLOSEST BUILDING AND HAVE NO FIRE RATING.

STORAGE 400 FEET 100 FEET 100 FEET

BUSINESS 300 FEET 100 FEET 50 FEET

BUSINESS LESS CONCENTRATED 150 SF/PERSON

GROSS

REQUIRED - THE BUILDING WILL MEET THE CRITERIA FOR NFPA 101 CHAPTER 43 FOR MODIFICATION WORK.

PROVIDED - ALL NEW WORK AND MATERIALS WILL MEET NEW CONSTRUCTION CRITERIA INCLUDING BUT NOT

LIMITED TO IBC AND NFPA 101 CRITERIA. THE BUILDING WILL REMAIN OCCUPIED OUTSIDE AREA

OF WORK. LIFE SAFETY SYSTEMS WILL REMAIN ACTIVE THROUGHOUT CONSTRUCTION.

1. BUSINESS / B

2. STORAGE / S-1

3. STORAGE / S-2

4. ASSEMBLY / A-3 - ONLY PRESENT ON GROUND FLOOR

REQUIRED OCCUPANCY SEPARATION - 0 HOUR

PROVIDED OCCUPANCY SEPARATION - 0 HOUR

BUILDING CODE AND LIFE SAFETY NARRATIVE

PER IBC TABLE 601, REQUIRED AND PROVIDED FIRE RESISTANCE TABLE.

REQUIRED - EGRESS CAPACITY MUST BE ABLE TO SUPPORT OCCUPANT LOAD.

PROVIDED - EGRESS CAPACITY IS ADEQUATE TO SUPPORT OCCUPANT LOAD.

SEE LIFE SAFETY PLANS FOR EGRESS CAPACITY PER EXIT.

REQUIRED ARRANGEMENT OF EGRESS

REQUIRED - TRAVEL DISTANCES MUST BE LESS THAN MOST STRICT REQUIREMENT (BUSINESS - ON 1ST

AND 2ND FLOOR).

PROVIDED - TRAVEL DISTANCES ARE LESS THAN MOST STRICT REQUIREMENT (BUSINESS - ON 1ST AND

2ND FLOOR).

SEE LIFE SAFETY PLANS FOR LOCATIONS OF ACTUAL ARRANGEMENT OF EGRESS.

REQUIRED: EXIT REMOTENESS SHALL AT MINIMUM BE ONE THIRD OF THE LENGTH OF BUILDING DIAGONAL.

PROVIDED: EXITS ARE LOCATED MORE THAN 13 OF THE BUILDINGS DIAGONAL APART.

REQUIRED # OF EXITS PER FLOOR - 2

PROVIDED # OF EXITS PER FLOOR - 2

PROVIDED INTERIOR FINISH

WALLS AND CEILINGS - CLASS C

FLOORS - CLASS II

THE PROJECT ENTAILS THE ADDITION OF A ROOF GARDEN ON THE SECOND FLOOR OF USUHU BUILDING 76E. THE STRUCTURE UNDERNEATH THE PLANNED ROOF GARDEN WILL BE MODIFIED TO SUPPORT THE ADDITIONAL LOAD.

PART OF THE PROJECT SCOPE OF WORK INCLUDES ALTERING ROOM E2042 ON THE SECOND FLOOR TO CREATE A

RAMP OUT TO THE ROOF GARDEN.

AREA

OCCUPANT

LOAD

11,720 SF 79

• 2021 INTERNATIONAL EXISTING BUILDING CODE (IEBC)

PROVIDED FIRE RESISTANCE

2 HOUR

2 HOUR

BY OTHER CRITERIA

2 HOUR

1 HOUR

FIRST FLOOR

EXTERIOR

INTERIOR 0 HOUR 0 HOURPARTITIONS

TOTAL

EXTERIOR

INTERIOR 2 HOUR 2 HOUR

STORAGE IN NON STORAGE 500 SF/PERSON 964 SF 2

2021 NFPA 1 FIRE CODE

2022 NFPA 10 STANDARD FOR PORTABLE FIRE EXTINGUISHERS

• 2021 UFC 3-600-01 CHANGE 6 FIRE PROTECTION ENGINEERING FOR FACILITIES

MAJOR PROJECT

REQUIRED - PER UFC 3-600-01 SECTION 2-1.20, THE WORK FALLS UNDER MAJOR PROJECT REQUIREMENTS.

PROVIDED - THE MODIFICATION WILL MEET MAJOR PROJECT REQUIREMENTS.

13,144 SF 112

BUSINESS TABLES AND CHAIRS 15 SF/PERSON 460 SF 31

SECOND FLOOR

709 SF 48

BUSINESS LESS CONCENTRATED 150 SF/PERSON 11,811 SF 79

13,144 SF 156TOTAL

BUSINESS TABLES AND CHAIRS 15 SF/PERSON

624 SF 2STORAGE IN NON-STORAGE 500 SF/PERSON

GROSS

ASSEMBLY 250 FEET 75 FEET 20 FEET

BUSINESS COLLABORATION < 450 SF 30 SF/PERSON 785 SF 27

PROFESSIONAL CERTIFICATION. I

CERTIFY THAT THESE DOCUMENTS WERE

PREPARED OR APPROVED BY ME AND

THAT I AM A DULY LICENSED ENGINEER

UNDER THE LAWS OF THE STATE OF

MARYLAND, LICENSE NUMBER 41681,

EXPIRATION DATE 2/28/2024.

06/28/2023

FE

N

8'0 16' 1/8"=1'-0"

FIRST FLOOR1

DCBA

SPACE DIAGONAL = 172 FT

REQUIRED EXIT REMOTENESS = 58 FT

EXIT REMOTENESS = 132 FT

56 0.3

OFFICES

OFFICES

OFFICES

OPEN OFFICES

MECH. ROOM

ELEC. ROOM

STORAGE

BOOK

ROOM

S

500 SF/P

S

500 SF/P B

150 SF/P

S

500 SF/P

S

500 SF/P

S

500 SF/P

S

500 SF/P

S

500 SF/P

TRAVEL DISTANCE = 118 FT

COMMON PATH OF TRAVEL = 28 FT

56 0.2

B

15 SF/P

STORAGE

CONFERENCE

ROOM

S

500 SF/P

FILES

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SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

A

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C

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

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3200 LEE HIGHWAY, ARLINGTON, VA 22207

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7900 Westpark Dr. | Suite A405 | McLean, VA 22102

(703) 556-8820 | www.summerconsultants.com

SUMMER

CONSULTANTS

I N C O R P O R A T E D

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AS NOTED

13148362

GI101

LIFE SAFETY LEGEND

A

OCCUPANCY USE

OCCUPANT LOAD

FACTOR (OLF)

SQUARE FEET/

PERSON15 SF/P

EGRESS WIDTH

CAPACITY FACTOR

MAXIMUM NUMBER

OF OCCUPANTS

EGRESS WIDTH

CAN SUPPORT

DEAD END

COMMON PATH OF

TRAVEL

MAXIMUM TRAVEL

DISTANCE

NUMBER OF OCCUPANTS

USING EXIT STAIR

2 HOUR FIRE BARRIER

200 0.3

1 HOUR FIRE BARRIER

OCCUPANT LOAD - 1ST FLOOR

OCCUPANCY

CLASSIFICATION OCCUPANCY USE GROUP

OCCUPANT LOAD

FACTOR AREA

OCCUPANT

LOAD

460 SF 31

BUSINESS LESS CONCENTRATED 150 SF/PERSON 11,720 SF 79

964 SF 2STORAGE IN NON-STORAGE 500 SF/PERSON

13,144 SF 112TOTAL

BUSINESS TABLES AND CHAIRS 15 SF/PERSON

EGRESS WIDTH

CAPACITY FACTOR

MAXIMUM NUMBER

OF OCCUPANTS

EGRESS WIDTH

CAN SUPPORT

NUMBER OF OCCUPANTS

USING EXIT DOOR

200 0.3

USE AND OCCUPANT LOAD FACTORS

BUSINESS USE - TABLES AND CHAIRS

STORAGE USE - IN NON-STORAGE

BUSINESS USE - LESS CONCENTRATED

PORTABLE FIRE

EXTINGUISHERFE

EXIT SIGN

PROFESSIONAL CERTIFICATION. I

CERTIFY THAT THESE DOCUMENTS WERE

PREPARED OR APPROVED BY ME AND

THAT I AM A DULY LICENSED ENGINEER

UNDER THE LAWS OF THE STATE OF

MARYLAND, LICENSE NUMBER 41681,

FE

N

8'0 16' 1/8"=1'-0"

SECOND FLOOR1

DCBA

SPACE DIAGONAL = 172 FT

REQUIRED EXIT REMOTENESS = 58 FT

EXIT REMOTENESS = 132 FT

MECH. ROOM

ELEC. ROOM

STORAGE

CONFERENCE

ROOM

STORAGE

STORAGE STORAGE

ELEC. ROOM

OPEN OFFICE

OFFICES

OFFICES

OFFICES 160

78 0.3

78 0.3

B

15 SF/P

B

150 SF/P

TRAVEL DISTANCE = 100 FT

B

30 SF/P

S

500 SF/P

S

500 SF/P

S

500 SF/P

S

500 SF/P

S

500 SF/P

TR

AV

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CONFERENCE

ROOM

FE

FE

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6/2

0/2

3 1 1:1

0:2 4 A

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1.4

1.4

3 G I10

2.D W

G 1 2 3 4 5

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D

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DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

NA

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FINAL DESIGN

SUBMISSION

1698751

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3200 LEE HIGHWAY, ARLINGTON, VA 22207

(703) 524 - 6616 www.mtfa.net

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7900 Westpark Dr. | Suite A405 | McLean, VA 22102

(703) 556-8820 | www.summerconsultants.com

SUMMER

CONSULTANTS

I N C O R P O R A T E D

SE

CO

ND

F

LO

OR

EA JL AP

AS NOTED

13148363

GI102

LIFE SAFETY LEGEND

A

OCCUPANCY USE

OCCUPANT LOAD

FACTOR (OLF)

SQUARE FEET/

PERSON15 SF/P

EGRESS WIDTH

CAPACITY FACTOR

MAXIMUM NUMBER

OF OCCUPANTS

EGRESS WIDTH

CAN SUPPORT

DEAD END

COMMON PATH OF

TRAVEL

MAXIMUM TRAVEL

DISTANCE

NUMBER OF OCCUPANTS

USING EXIT STAIR

2 HOUR FIRE BARRIER

NOTES

1. PROVIDE POSTED SIGNAGE OF 49 MAXIMUM ALLOWABLE OCCUPANTS.

200 0.3

1 HOUR FIRE BARRIER

USE AND OCCUPANT LOAD FACTORS

BUSINESS USE - LESS CONCENTRATED

OCCUPANT LOAD - 2ND FLOOR

OCCUPANCY

CLASSIFICATION OCCUPANCY USE GROUP

OCCUPANT LOAD

FACTOR AREA

OCCUPANT

LOAD

709 SF 48

BUSINESS LESS CONCENTRATED 150 SF/PERSON 11,811 SF 79

13,144 SF 156TOTAL

BUSINESS TABLES AND CHAIRS 15 SF/PERSON

BUSINESS USE - TABLES AND CHAIRS

624 SF 2STORAGE IN NON-STORAGE 500 SF/PERSON

785 SF 27BUSINESS COLLABORATION < 450 SF 30 SF/PERSON

STORAGE USE - IN NON-STORAGE

BUSINESS USE - LESS CONCENTRATED

PORTABLE FIRE

EXTINGUISHERFE

EXIT SIGN

PROFESSIONAL CERTIFICATION. I

CERTIFY THAT THESE DOCUMENTS WERE

PREPARED OR APPROVED BY ME AND

THAT I AM A DULY LICENSED ENGINEER

UNDER THE LAWS OF THE STATE OF

MARYLAND, LICENSE NUMBER 41681,

PROFESSIONAL CERTIFICATION. I

CERTIFY THAT THESE DOCUMENTS WERE

PREPARED OR APPROVED BY ME AND

THAT I AM A DULY LICENSED ENGINEER

UNDER THE LAWS OF THE STATE OF

MARYLAND, LICENSE NUMBER 41681,

PROFESSIONAL CERTIFICATION. I

CERTIFY THAT THESE DOCUMENTS WERE

PREPARED OR APPROVED BY ME AND

THAT I AM A DULY LICENSED ENGINEER

UNDER THE LAWS OF THE STATE OF

MARYLAND, LICENSE NUMBER 41681,

DESIGN NOTES

I. CODES AND STANDARDS

A. WORK IN ACCORDANCE WITH REQUIREMENTS OF THE UFC 1-200-01 DOD BUILDING CODE,

UFC 3-301-01 STRUCTURAL ENGINEERING, AND THE INTERNATIONAL BUILDING CODE, 2018.

B. USE THE CURRENT VERSTION OF ALL CODES, REFERENCES AND STANDARDS REFERRED

UNLESS A DIFFERENT VERSION IS LISTED IN THE BUILDING CODE.

II. DESIGN AND LOADING CRITERIA

A. SNOW LOAD

1. GROUND SNOW LOAD: (PG) = 25.0 PSF

2. SNOW EXPOSURE FACTOR (CE): = 1.0

3. IMPORTANCE FACTOR (I): = 1.0

4. THERMAL FACTOR (CT): = 1.0

5. FLAT ROOF SNOW LOAD (PF): = 20 PSF

B. SEISMIC LOAD

1. RISK CATEGORY: = II

2. SEISMIC IMPORTANCE FACTOR (I): = 1.0

3. MAPPED SPECTRAL RESPONSE: SS = 0.134, S1= 0.043

4. SPECTRAL RESPONSE COEFF SDS = 0.116, SD1= 0.043

5. SITE CLASSIFICATION: = C

6. SEISMIC DESIGN CATEGORY = A

C. WIND LOAD

1. ULTIMATE WIND SPEED: = 112 MPH

2. RISK CATEGORY: = II

3. EXPOSURE: = B

4. INTERNAL PRESSURE COEFF: = +/- 0.18

5. COMPONENT AND CLADDING:

FOR PARAPET (GURADRAIL) = 89 PSF MAX [ULTIMATE]

ROOFTOP:

TRELLIS = 40.5 PSF [ULTIMATE]

UPLIFT ON ROOF:

ZONE 1: = 40.1 PSF MAX [ULTIMATE]

ZONE 2: = 52.9 PSF MAX [ULTIMATE]

ZONE 3: = 72.1 PSF MAX [ULTIMATE]

OTHER DESIGN PRESSURES MAYBE USED IF SIGNED & SEALED CALCULATIONS ARE

SUBMITTED FOR REVIEW

D. DESIGN MINIMUM LIVE LOADS:

1. ROOF PAVER AREAS: = 50 PSF

2. GREEN ROOF AREAS: = 30 PSF [LIVE LOAD REDUCTION]

3. REFER TO UNIFORM LOADING DIAGRAM ON SHEET S101

E. EXISTING LIVE LOAD CAPACITIES

1. THE EXISTING ALLOWABLE LIVE LOAD CAPACITIES PER EXISTING DRAWINGS ARE AS

FOLLOWS:

i. 1ST & 2ND FLOOR OFFICES = 100 PSF [INCLUDES 20 PSF FOR PARTITIONS]

ii. 1ST FLOOR ROOF & MAIN ROOF = 30 PSF

2. PROVIDE TEMPORARY SHORING AND/OR BRACING WHEREVER THE LOADING FROM THE

CONTRACTOR’S WORK EXCEEDS THE ALLOWABLE LOAD CAPACITIES OF THE EXISTING

STRUCTURE.

III. WOOD AND TIMBER FRAMING MATERIALS

A. PROVIDE LUMBER AND TIMBER DESIGN, FABRICATION AND ERECTION IN ACCORDANCE

WITH:

1. "NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION."

2. "AMERICAN SOFTWOOD LUMBER STANDARDS."

3. GRADES FOR JOISTS: REDWOOD #1, WITH MAXIMUM MOISTURE CONTENT 19%.

SAWN LUMBER MINIMUM MEMBER PROPERTIES:

1. JOISTS

a) FLEXURE: FB = 750 PSI

b) SHEAR: FV = 160 PSI

c) MODULUS OF ELASTICITY E = 1,100,000 PSI

B. FOR TREATED LUMBER COMPLY WITH REQUIREMENTS OF THE "WOOD-PRESERVERS'

ASSOCIATION."

1. TIMBER & LUMBER: AWPA C1

IV. STRUCTURAL STEEL

A. PROVIDE STRUCTURAL STEEL THAT IS DESIGNED, FABRICATED AND ERECTED IN

ACCORDANCE WITH "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS AND THE

"MANUAL OF STEEL CONSTRUCTION" FIFTEENTH EDITION.

B. STRUCTURAL STEEL:

1. STRUCTURAL "W" & "T" SHAPES: ASTM A-992 FY = 50,000 PSI

2. BALANCE OF STEEL SHAPES & PLATES: ASTM A-36 FY = 36,000 PSI

3. HOLLOW SECTIONS (HSS) SQUARE & RECTANGULAR ASTM A-500B FY = 46,000 PSI

4. HIGH STRENGTH BOLTS: ASTM F3125, GR A-325 CONN

TYPE-N

5. GALVANIZING (HOT-DIP): ASTM A-123

C. PROVIDE CONNECTIONS IN ACCORDANCE WITH "BEAM CONNECTIONS" AS DESCRIBED IN

THE AISC MANUAL. CONNECTIONS SHALL BE MADE USING HIGH STRENGTH BOLTS IN

ACCORDANCE WITH ASTM A-325. SHOP CONNECTIONS MAY BE WELDED IN LIEU OF

BOLTING. WHERE REACTION NOT GIVEN ON PLANS AND SECTIONS, PROVIDE CONNECTIONS

DESIGNED FOR A MINIMUM OF 60% FOR FILLER BEAMS AND 70 % FOR GIRDERS OF MAXIMUM

BEAM CARRYING CAPACITY UNDER UNIFORM LOAD FOR SPAN SHOWN. SEE PLANS AND

SECTIONS FOR OTHER THAN STANDARD CONNECTIONS. PROVIDE MINIMUM NUMBER OF

BOLTS IN EACH OF BEAM WEB CONNECTION AND TO SUPPORTING MEMBER AS FOLLOWS:

(SECTIONS; MC, C, S, M & WF)

D = 4" - 6": 2 BOLTS HORIZONTAL

D = 8" - 10": 2 BOLTS VERTICAL

BOLT SPACING SHALL BE 3" O/C.

D. ALTERNATE CONNECTIONS TO THOSE SHOWN ON PLANS AND DETAILS WILL BE ALLOWED

ONLY WITH THE APPROVAL OF THE CONTRACTING OFFICER. IF SUCH APPROVAL IS

GRANTED FOR ANY CONNECTIONS NOT IN ACCORDANCE WITH CONTRACT DOCUMENTS

(FABRICATOR'S REDESIGN), THEN SUBMIT SHOP DRAWING FOR ALTERNATE CONNECTIONS

UNDER THE SEAL OF LICENSURE OF THE FABRICATOR'S ENGINEER FOR THE LOCAL

JURISDICTION.

E. PROVIDE A-325 BOLTS TIGHTENED TO THE "SNUG TIGHT" CONDITION DEFINED AS THE

TIGHTNESS ATTAINED BY A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF

A MAN USING AN ORDINARY SPUD WRENCH UNLESS OTHERWISE NOTED. ALL THE PLIES OF

THE CONNECTED MATERIAL MUST BE INTO FIRM CONTACT TO CONFIRM THE SNUG TIGHT

CONDITION.

F. PROVIDE WELDING ACCORDING TO THE REQUIREMENTS OF THE "STRUCTURAL WELDING

CODE" AWS D1.1-08. USE 70 KSI LOW-HYDROGEN ELECTRODES.

G. UNLESS GALVANIZED OR TO RECEIVE SPRAY-APPLIED FIREPROOFING, PROVIDE A

MINIMUMN OF ONE SHOP COAT AND ONE FIELD TOUCH-UP COAT OF RUST-INHIBITING PAINT

AFTER ERECTION FOR STRUCTURAL STEEL.

H. DO NOT FABRICATE STRUCTURAL STEEL PRIOR TO APROVAL OF SHOP DRAWINGS.

I. PROVIDE STRUCTURAL STEEL THAT IS HOT DIPPED GALVANIZED TO ASTM A123 GRADE Z350

WITH TOUCH UP ON ALL DAMAGED AREAS, INCLUDING FIELD WELDS AT ALL EXTERIOR

EXPOSED (INCLUDING IN EXTERIOR WALL WYTHE’S) SHAPES, PLATES AND BOLTS.

J. PROVIDE STRUCTURAL STEEL SHOP DRAWINGS THAT HAVE BEEN PREPARED UNDER THE

SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER REGISTERED IN PROJECT

JURISDICTION. INCLUDE DETAILS FOR APPLICATION AND ASSEMBLY OF ALL STRUCTURAL

MEMBERS. INCLUDE DETAILS OF CUTS, CONNECTIONS, HOLES, AND OTHER PERTINENT

DATA. INDICATE WELDS BY STANDARD AWS 2.1 SYMBOLS SHOWING SIZE, LENGTH AND

TYPE OF EACH WELD. SUBMITTED STRUCTURAL STEEL SHOP DRAWINGS TO THE

CONTRACTING OFFICER FOR APPROVAL.

K. WELD MISCELLANEOUS STEEL CONNECTIONS ALL AROUND WITH ONE-QUARTER-INCH

FILLET WELD UNLESS OTHERWISE NOTED, EXCEPT FOR SLOTTED CONNECTIONS.

L. THE CONTRACTOR SHALL NOT RELEASE BEAMS OR DIAGONAL BRACING FROM HOISTING

CABLES UNTIL ALL MEMBERS ARE SECURE WITH AT LEAST (2) BOLTS. ALL FIELD WELDED

CONNECTIONS SHALL BE COMPLETED BEFORE RELEASING CABLES.

V. POST- INSTALLED ANCHORS

A. EXCEPT WHERE INDICATED ON THE DRAWINGS, PROVIDE POST-INSTALLED ANCHORS

CONSISTING OF THE FOLLOWING ANCHOR TYPES:

1. MEDIUM DUTY MECHANICAL ANCHORS FOR CRACKED AND UNCRACKED CONCRETE USE:

(1) EXPANSION ANCHOR WITH NON-HOLE CLEANING INSTALLATION OPTION OR HOLLOW

DRILL BIT AND SELF-CLEANING VACUUM SYSTEM AND ADAPTIVE TORQUE TOOL FOR

APPLICABLE SIZES WITH ICC ESR APPROVALS. WHERE ANCHORS ARE PERMITTED TO

BE INSTALLED IN CORED HOLES, USE CORE BITS WITH MATCHED TOLERANCES AS

SPECIFIED BY THE MANUFACTURER. PROPERLY CLEAN CORED HOLE PER

MANUFACTURER’S INSTRUCTIONS.

B. SUBSTITUTION REQUESTS FOR ALTERNATE POST INSTALLED ANCHOR PRODUCTS MUST BE

APPROVED IN WRITING BY THE CONTRACTING OFFICER PRIOR TO USE AND PROVIDE

CALCULATIONS DEMONSTRATING THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF

ACHIEVING THE PERFORMANCE VALUES OF THE SPECIFIED PRODUCT. SUBSTITUTIONS

WILL BE EVALUATED BY THEIR HAVING AN ICC ESR SHOWING COMPLIANCE WITH THE

RELEVANT BUILDING CODE FOR SEISMIC USES, LOAD RESISTANCE, INSTALLATION

CATEGORY, AND AVAILABILITY OF COMPREHENSIVE INSTALLATION INSTRUCTIONS.

C. INSTALL ANCHORS PER THE MANUFACTURER INSTRUCTIONS, AS INCLUDED IN THE ANCHOR

PACKAGING.

D. ARRANGE AN ANCHOR MANUFACTURER’S REPRESENTATIVE TO PROVIDE ONSITE

INSTALLATION TRAINING FOR ALL OF THEIR ANCHORING PRODUCTS SPECIFIED. SUBMIT

WRITTEN CONFIRMATION THAT ALL OF THE CONTRACTOR’S PERSONNEL WHO INSTALL

ANCHORS ARE TRAINED PRIOR TO THE COMMENCEMENT OF INSTALLING ANCHORS.

E. ANCHOR CAPACITY IS DEPENDENT UPON SPACING BETWEEN ADJACENT ANCHORS AND

PROXIMITY OF ANCHORS TO EDGE OF CONCRETE. INSTALL ANCHORS IN ACCORDANCE

WITH SPACING AND EDGE CLEARANCES INDICATED ON THE DRAWINGS

F. INSTALL ANCHORS IN CONCRETE IN INDOOR ANCHOR APPLICATIONS THAT IS DRY.

G. PROVIDE MECHANICAL ANCHORS THAT HAVE BEEN TESTED AND QUALIFIED FOR USE IN

ACCORDANCE WITH ACI 355.2 AND ICC-ES AC 193 FOR CRACKED, UNCRACKED AND SEISMIC

CONCRETE RECOGNITION

VI. GENERAL

A. INFORMATION SHOWN REGARDING EXISTING CONDITIONS HAS BEEN OBTAINED BY LIMITED

VISUAL OBSERVATIONS AND/OR FROM EXISTING DRAWINGS BY EWING COLE DATED

AUGUST 17, 2005, PROVIDED BY THE OWNER. AREAS NOT VISIBLE HAVE BEEN ASSUMED

TYPICAL WITH OBSERVED EXISTING CONDITIONS.

B. MEASURE AND PROVIDE ALL DIMENSIONS, ELEVATIONS AND CONDITIONS AT THE JOB SITE

PRIOR TO CONSTRUCTION AND THE SUBMISSION OF SHOP DRAWINGS, AND NOTIFY THE

CONTRACTING OFFICER IMMEDIATELY OF ANY DISCREPANCIES. PROVIDE VERIFICATION

AND NOTIFICATION AT LEAST TWO WEEKS PRIOR TO THE START OF WORK SO THAT ANY

NECESSARY CHANGES CAN BE MADE WITHOUT DELAYING THE PROJECT SCHEDULE.

C. DETAILS, SECTIONS, AND NOTES SHOWN ON THESE DRAWINGS ARE INTENDED TO BE

TYPICAL AND APPLY TO SIMILAR CONDITIONS ELSEWHERE UNLESS OTHERWISE SHOWN OR

NOTED.

D. PROVIDE SHOP DRAWINGS SUBMITTED TO THE CONTRACTING OFFICER BEARING THE

CONTRACTOR'S STAMP, DATE AND SIGNATURE THAT VERIFIES THAT THE DOCUMENTS HAVE

BEEN REVIEWED AND CORRECTED FOR CONFORMANCE TO AND COORDINATION WITH

CONTRACT DOCUMENTS.

E. PROCEED WITH FABRICATION ONLY AFTER SHOP DRAWING APPROVAL BY THE ENGINEER.

F. DO NOT REPRODUCE ANY PORTION OF CONTRACT DOCUMENTS IN THE SHOP DRAWINGS.

G. SUBMIT INSPECTION REPORTS AND MATERIALS TESTING REPORTS TO THE CONTRACTING

OFFICER IN A TIMELY MANNER SUCH THAT CONSTRUCTION DELAY WILL BE AVOIDED.

H. MEANS AND METHODS OF CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE

CONTRACTOR.

I. WHERE THE CONTRACTOR IS REQUIRED TO ENGAGE A PROFESSIONAL ENGINEER TO

DESIGN AND SUBMIT CALCULATIONS, AND WHERE THE PROFESSIONAL ENGINEER

PREPARES THE CALCULATIONS USING A COMPUTER SOFTWARE SYSTEM, USE SOFTWARE

THAT IS READILY AVAILABLE, INDUSTRY STANDARD FOR STRUCTURAL ENGINEERING IN

COMMON USE.

VII. GREEN ROOF ASSEMBLIES

A. LANDSCAPED AND HARDSCAPED AREAS SHALL ONLY BE INSTALLED IN AREAS APPROVED

BY THE CONTRACTING OFFICER.

B. MAINTENANCE OF THE GREEN ROOF COMPONENTS AND PLANT GROWTH CONTROL TO

PREVENT STRUCTURAL OVERLOAD AND SERVICEABILITY ISSUES IS THE RESPONSIBILITY OF

THE OWNER.

C. SEE STRUCTURAL LOADING MAPS FOR LOCATION AND LIMITS OF SUPERIMPOSED DEAD AND

LIVE LOADS. SECTIONS INDICATED ON LOAD MAPS SHOW INTENT OF DESIGN. COORDINATE

WITH LANDSCAPE ARCHITECT AND GREEN ROOF ASSEMBLY MANUFACTURER/SUPPLIER TO

VERIFY THAT LANDSCAPED AND HARDSCAPED DESIGNS ARE WITHIN THE STRUCTURAL

LOAD LIMITS PROVIDED.

D. PROVIDE SUBMITTAL FOR:

1. WEIGHTS AND THICKNESS OF ALL COMPONENTS AND LAYERS. SELECTED ENGINEERED

FILL SHALL INCLUDE SATURATED AND UNSATURATED DENSITY AS WELL AS

PERMEABILITY DATA.

2. DETAIL SECTIONS OF SELECTED GREEN ROOF ASSEMBLIES.

E. FABRICATE AND TEST A MOCKUP OF THE FINAL GREEN ROOF ASSEMBLY FOR REVIEW AND

APPROVAL MOCKUP AND MATERIALS SHALL BE TESTED IN ACCORDANCE WITH ASTM E2397

AND ASTM E2399. LOAD AND VOLUME FLOW DATA SHALL BE PROVIDED FOR REVIEW.

VIII. TESTING AND INSPECTION

THE CONTRACTOR WILL RETAIN THE SERVICES TESTING AND INSPECTION AGENCY TO

PERFORM THE SERVICES SPECIFIED.

A. PROVIDE SERVICES ACCORDANCE WITH REQUIREMENTS OF THE LOCAL JURISDICTION AT A

MINIMUM.

B. FAILURE TO RETAIN A TESTING AGENCY TO PROVIDE REQUIRED SERVICES OR A FAILURE TO

SUBMIT SIGNED AND SEALED REPORTS IS A NON-COMPLIANCE WITH CONTRACT

DOCUMENTS.

C. REMOVE AND REPLACE CONSTRUCTION CONSIDERED NON-COMPLIANT.

D. ALL TESTING AND INSPECTION SHALL BE UNDER THE DIRECTION OF A PROFESSIONAL

ENGINEER LICENSED TO PRACTICE IN THE LOCAL JURISDICTION.

E. PROVIDE PRELIMINARY HANDWRITTEN SITE VISIT REPORTS CONFIRMING VERBAL

DISCUSSIONS TO THE CONTRACTOR REGARDING THE RESULTS OF INSPECTIONS PRIOR TO

LEAVING JOB SITE.

F. SUBMIT FINAL REPORTS TO THE CONTRACTING OFFICER IN A TIMELY MANNER, BUT NO

LATER THAN TEN (10) DAYS FOLLOWING INSPECTION OR TESTING UNDER THE NAME AND

SIGNATURE OF THE INSPECTOR AND LICENSURE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER RESPONSIBLE FOR TESTING AND INSPECTION.

G. PROVIDE INSPECTION FOR THE FOLLOWING AT A MINIMUM:

1. STRUCTURAL STEEL: LOCATION, ASTM DESIGNATION, MEMBER SIZES, TYPE (PAINTED,

GALVANIZED), PLACEMENT AND CONNECTIONS INCLUDING WELDS, BOLTS, AND POST

INSTALLED ANCHORS.

2. WOOD: LUMBER, FOR IMPERFECTIONS THAT ARE CAUSE FOR REJECTION, NAILING,

BOLTED PLATES, AND OTHER CONNECTIONS.

H. PROVIDE MATERIAL TESTING THE FOLLOWING:

1. STRUCTURAL STEEL: YIELD AND ULTIMATE STRENGTHS. (MILL REPORTS ARE

ACCEPTABLE.)

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

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PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

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IV

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AS NOTED

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D E

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E T

H E

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A

3200 LEE HIGHWAY, ARLINGTON, VA 22207

(703) 524 - 6616 www.mtfa.net

PROFESSIONAL CERTIFICATION. I

CERTIFY THAT THESE DOCUMENTS WERE

PREPARED OR APPROVED BY ME AND

THAT I AM A DULY LICENSED ENGINEER

UNDER THE LAWS OF THE STATE OF

MARYLAND, LICENSE NUMBER 32719,

EXPIRATION DATE 02/09/24.

AS DBSO

1698751

FINAL DESIGN SUBMISSION

F

IN

A L

D E

S

IG

N S

U B

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IS

S

IO

N

/2 8/

/1

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:5

:0

P

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S-001

U S

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R o o f G a rd e n

D e s ig n

D E

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S

E nt er a dd re ss h er e

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P ro je c t S ta tu s I s s u e D a te

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P ro je ct

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S Y

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13148364

E

E

F

F

EX. W14X90 COL.

EX. W14X90 COL., SEE NOTE 3

EX. W14X90 COL.

EX. W14X74 COL.

EX. W14X74 COL.,

SEE NOTE 3

EX. W14X90 COL.

EX. W14X90 COL.,

SEE NOTE 3

EX. #3x13'-0" BOT IN EACH

DECK FLUTE

EX. BOTTOM

FLANGE BRACING,

SEE 2/S501

NOTE 2

E X

. W

X

[8

E X

. W

X

[8

E X

. W

X

[1

7]

EX. W24X76 [15]

E X

. W

X

[1

5]

EX. W24X55 [15]

E X

. W

X

[1

5]

EX. W24X117 [15]

E X

. W

X

[1

7]

EX. W12X14 [6]

EX. W12X14 [6]

EX. W12X14 [6]

EX. W12X14 [6]

E X

. W

X

[1 7]

E X

. W

X

[2 0]

E X

. W

X

[2 0]

E X

. W

X

[2 0]

EX. W8X18EX. W8X18EX. W8X18EX. W24X76 [15]

EX. W24X55 [15]

EX. W24X117 [15]

S-501S-101

(6) HSS 6x6x3/8

TRELLIS POSTS

SPACED EQUALLY,

SEE NOTE 7. SEE

ARCH FOR

LOCATIONS

S-502S-101

EXTERIOR FACE OF EX. BRICK WALL

S-501S-101

S-501S-101

SEE NOTE 6

HSS 3.5x3.5x5/16 GUARDRAIL POST @ 6'-0"

O.C. MAX, TYP. SEE NOTE 8. PROVIDE 5/16"

3"x3" BENT PLATES BETWEEN TOP AND

BOTTOM RAILS FOR ATTACHMENT OF

SLATS.

SEE NOTE 6

0" 0"

0" 0"

SEE NOTE 6

EDGE OF EX. SLAB, SEE ARCH

W8x31

W8x31

W8x31

W8x31

W

T

.5 x

.5

W

T

.5 x

.5

S-502S-101

S-502S-101

W

T x

.5

W

T x

.5

S-502S-101 1

S-502S-101

W8x31

W8x31

W8x31

PROVIDE WELDED-BOLTED

AISC DOUBLE ANGLE

CONNECTION, TYPICAL

SEE NOTE 9.

SEE NOTE 9.

L3x3x5/16 KICKER AT

GUARDRAIL POST LOCATION,

TYPICAL.

S-501S-101

STEEL SUNDAIL

S-501S-101

30' - 0" ±

S-502S-101

N

E F

TRELLIS

SUNDIAL

LOADING DEAD LOAD(1) LIVE LOAD

6" OF SOIL 65 PSF 30 PSF (2)

6"-12" OF SOIL 65-117 PSF 30 PSF (2)

MAX 12" OF SOIL ON MAX. 15" OF 117 PSF 30 PSF (2)

TAPPERED INSULATION

WOOD PAVERS (3) 20 PSF 50 PSF

6" GRAVEL 85 PSF 30 PSF (2)

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

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E N

A V

Y N

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IN

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IN

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E M

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O M

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PM/DM

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CHIEF ENG/ARCH

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W

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B

E T

H E

S D

A

3200 LEE HIGHWAY, ARLINGTON, VA 22207

(703) 524 - 6616 www.mtfa.net

PROFESSIONAL CERTIFICATION. I

CERTIFY THAT THESE DOCUMENTS WERE

PREPARED OR APPROVED BY ME AND

THAT I AM A DULY LICENSED ENGINEER

UNDER THE LAWS OF THE STATE OF

MARYLAND, LICENSE NUMBER 32719,

EXPIRATION DATE 02/09/24.

AS DBSO

1698751

FINAL DESIGN SUBMISSION

F

IN

A L

D E

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(R

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P ro je c t S ta tu s I s s u e D a te

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P ro je ct

S ta tu s

1/4" = 1'-0"S-101 S-101

1 PARTIAL LEVEL 2 (ROOF) FRAMING PLAN

NOTES:

1. INDICATES EX. MOMENT CONNECTIONS.

2. INDICATES EX. 3 1/4" L.W. CONC. OVER 3" 20 GA. GALV. COMPOSITE METAL DECK. REINFORCED WITH #3@12" CONT. EACH WAY (TOP OUTER LAYER EAST-WEST).

3. EX. 3/8" COLUMN WEB DOUBLER PL AT MOMENT CONNECTION.

4. [#] INDICATES THE NUMBER OF EX. 3/4" Ø x 5" LONG HEADED STUDS WELDED TO THE TOP FLANGE OF BEAMS.

5. REMOVE FIREPROOFING AT ALL EXIST. BEAM TO BEAM AND BEAM TO COLUMN CONNECTIONS ENCLOSED BY GRIDS E-F AND 1-2. SUBMIT REPORT WITH EX.

CONNECTION INFORMATION AS REQUESTED ON SHEET S-503 TO THE CONTRACTING OFFICER. [FOR BIDDING PURPOSES, ASSUME STRENGTHENING AT ALL EX.

CONNECTIONS, PER NOTES 4 AND 5 ON S-503.]

6. BRACE BOTTOM FLANGE OF EXISTING BEAM. SEE 5/S501.

7. DEMO EX. CONCRETE AND METAL DECK FOR INSTALLATION OF NEW TRELLIS POSTS. REPLACE CONC. AFTER POST INSTALLATION. PRIOR TO DEMO, GPR SCAN TO

LOCATE EX. REINFORCEMENT SO IT IS NOT CUT OR DAMAGED DURING DEMOLITION. SEE 6/S-501 FOR POST TO EX. BEAM CONN.

8. DEMO EX. CONCRETE AND METAL DECK FOR INSTALLATION OF NEW GUARDRAIL POSTS. PATCH REPAIR AFTER INSTALLATION. PRIOR TO DEMO, GPR SCAN TO LOCATE

EX. REINFORCMENT.

9. REMOVE EX. BRACING ONLY WHERE INDICATED FOR INSTALLATION OF NEW BEAM.

10. ALL NEW STEEL TO BE HOT-DIPPED GALVANIZED AND PAINTED. PROVIDE PREP AND TOUCH UP FOR FIELD WELDS.

1/8" = 1'-0"S-101 S-101

2 ROOF GARDEN UNIFORM LOAD DIAGRAM

(1) INCLUDES WEIGHT OF ROOFING AND GREEN ROOF/PAVER

ASSEMBLY. EXCLUDES EXISTING MEP AND CEILING.

(2) LIVE LOAD REDUCTION PERMITTED

(3) PAVER MANUFACTURER'S PROFESSIONAL ENGINEER TO PROVIDE

ATTACHMENT FOR PAVERS TO RESIST WIND UPLIFT. REFER TO S001. OTHER

DESIGN PRESSURES MAYBE USED IF SIGNED & SEALED CALCULATIONS ARE

SUBMITTED FOR REVIEW

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P

13148365

EX. PL 1/4x3x0'-3", TYP.

EX. 7/8" DIA. ROD

EX. PL 1/4x4x0'-4", TYP.

EX. FLOOR BEAM OR GIRDER, SEE PLAN

EX. L2x2x3/16

INDIC ATED ON PLAN

EX. BOT FLG BRACING

INDICATED ON PLAN

EX. BOT FLG BRACING

EX. COMPOSITE

CONCRETE METAL

DECK, SEE PLAN

TEMP. REMOVE/RELOCATE EX. MEP

CONFLICTS FOR INSTALLATION OF NEW

BEAMS AND STRENGTHENING.

REINSTALL/RELOCATE AFTER

COMPLETITION OF WORK. REFER TO MEP

DRAWINGS FOR LOCATION OF EXISTING

CONFLICTS.

NEW STRENGTHENING, SEE PLAN

NEW STRENGTHENING,

SEE PLAN

EX. CONT. 4x4x5/16

T/ SLAB

SEE ARCH

EX. CONT. #4 REBAR

TO REMAIN, DO NOT

DAMAGE

GREEN ROOF, SEE

LANDSCAPE DRAWINGSEX. 4" BRICK

EX. 6" LT. GA STUDS

EX. BEAM, SEE PLAN

DO NOT DAMAGE EX.

REINFORCEMENT, SEE PLAN. GPR

SCAN TO LOCATE EX.

REINFORCEMENT PRIOR TO

REMOVING EX. SLAB FOR POST

INSTALLATION.

RIGID INSULATION AND

ROOFING, SEE ARCH

EX. LT. GA.

CONNECTION,

SEE NOTE 1

EX. COMPOSITE CONCRETE

METAL DECK, SEE PLAN

EX. SHEET METAL

CLOSURE AT EDGE

OF SLAB

3/8" FULL HEIGHT

STIFFENER AT GUARDRAIL

POST LOCATIONS.

5 3/8" ±

GUARDRAIL ASSEMBLY, SEE ARCH.

HSS2x2 BOTTOM RAIL, SEE

DETAIL 4/S502 FOR CONNECTION

SEE NOTE 2

HSS3 1/2x3 1/2 GUARDRAIL POST

WELD TO TOP OF EX. BEAM WITH

1/4" FILLET WELD ALL AROUND

L3x3x5/16 KICKER AT GUARDRAIL

POSTS, SEE PLAN. ATTACH TO DECK

WITH L6X4X3/8 W/ (3) 3/8Ø EXPANSION

ANCHOR AT DECK FLUTES.

1/4

1/4

F

EX. CONT. L5x4x5/16, LLV

T/ SLAB

SEE ARCH

EX. SHEET MTL

CLOSURE

EX. (1) #4 CONT TO

REMAIN, DO NOT DAMAGE

EX. 4" BRICK

EX. 6" LT. GA STUDS

EX. LT. GA. CONNECTION,

SEE NOTE 1 EX. COMPOSITE CONCRETE

ON METAL DECK, SEE PLAN

RIGID INSULATION AND

ROOFING, SEE ARCH

DO NOT DAMAGE EX.

REINFORCEMENT, SEE PLAN.

GPR SCAN TO LOCATE EX.

REINFORCEMENT PRIOR TO

REMOVING EX. SLAB FOR

POST INSTALLATION.

EX. WF BEAM, SEE PLAN

5 3/8" ±

SEE NOTE 2.

SEE 3/S-501 FOR

GUARDRAIL INFORMATION

GREEN ROOF, SEE

LANDSCAPE DRAWINGS

EX. CONT. 4x4x5/16

T/ SLAB

SEE ARCH

GREEN ROOF, SEE

LANDSCAPE DRAWINGSEX. 4" BRICK

EX. 6" LT. GA STUDS

EX. BEAM, SEE PLAN

RIGID INSULATION AND

ROOFING, SEE ARCH

EX. COMPOSITE CONCRETE

ON METAL DECK, SEE PLAN

EX. SHEET METAL

CLOSURE AT EDGE

OF SLAB

NEW 3/8" PLATE

5 3/8" ±

EX. WF BEAM, SEE PLAN

EX. DOUBLE ANGLE

CONNECTION, VIF.

NEW FULL LENGTH

STRENGTHENING, SEE PLAN

SEE 3/S-501 FOR

GUARDRAIL INFORMATION

6"

0' - 6"

EX. 2 COURSES OF 6" CMU, WITH

GROUTED TOP COURSE &

GROUTED CELLS @ EX. DOWELS

EX. #4 DOWELS @ 32" OC

INTO CONC.

EX. BRICK

EX. #3@12" O.C. EW.

EX. #3 x 13'-0" BOTTOM REBAR @

EA. DECK FLUTE

EX. 6" LT. GA. STUDS

@16" O.C.

E

EX. WF BEAM,

SEE PLAN

EX. HEADED STUD

GREEN ROOF, SEE

LANDSCAPE DRAWINGS

HSS6x6x3/8

TRELLIS POST

1/4

8"W8 SUPPORT

BEAM, SEE

PLAN

3/8" STIFF PL.

ON EA SIDE

OF BM. WEB

SEE NOTE 1

EX. COMPOSITE

CONC. ON METAL

DECK, SEE PLAN

1/4

SEE NOTE 1

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

S Y

S T

E M

S C

O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH…