PBARC_Final_Submittal_Drawings.pdf

LOCATION MAP

NTS

PROJECT SITE

ARCHITECT

Richard Matsunaga & Associates Architects Inc.

1150 S. King Street 8th Floor Honolulu, HI 96814 Tel: (808) 591-1818 Fax: (808) 591-1618

Okahara & Associates, Inc.

677 Ala Moana Boulevard Suite 703 Honolulu, HI 96813 Tel: (808) 524-1224 Fax: (808) 521-3151

CIVIL ENGINEER

SSFM International 501 Sumner Street Suite 620 Honolulu, HI 96817 Tel: (808) 531-1308 Fax: (808) 521-7348

STRUCTURAL ENGINEER

Nakamura Oyama & Associates, Inc.

1314 King Street Suite 401 Honolulu, HI 96814 Tel: (808) 591-8887 Fax: (808) 596-2383

T.M.K: 2-4-01:169

64 NOWELO STREET, HILO, HAWAII

TMK:

ZONING:

LOT AREA:

OCCUPANCY:

PROJECT SITE

PUAINAKO

NO

WE

LO

K O M O H A N A

WA

IAN

UE

NU

E

MO

HO

UL

I

KAWAILANI

K

IN

O O L E

K

IL

A U E A

K A N O E L E H U A

K A W

IL

I

KALANIAN

AOLE

KEKUANAOA

VICINITY MAP

NTS

HILO

2-4-1:169

AG-1

12.14 HECTARES [30 ACRES]

II-NTYPE OF CONSTRUCTION:

B-2 BUSINESS

ELECTRICAL ENGINEER

BASE BID:

• DEMOLISH CONCRETE WALKWAYS AND CURBS ADJACENT TO MAIN BUILDING. CONSTRUCT NEW WALKWAYS, CURBS, AND ENTRY CANOPY STRUCTURE.

STRUCTURE CONSISTS OF CONCRETE FOOTINGS AND PEDESTALS, STEEL COLUMNS AND BEAMS, METAL DECKING, STANDING SEAM METAL ROOFING, GUTTER AND DOWNSPOUTS, CONC SPLASHBLOCKS, TRANSLUCENT WALL PANELS, AND LIGHT GAUGE METAL FRAMING WALLS WITH DIRECT APPLIED EXTERIOR FINISH SYSTEM. REMOVE PORTION OF MAIN BUILDING WALL AND PROVIDE STOREFRONT DOOR AND KEYPAD AT NORTH END ENTRY.

PROVIDE LIGHTING AT CANOPY AND WALKWAY.

• PROVIDE ELECTRICAL SYSTEMS, SITE WORK, AND INCIDENTAL RELATED WORK.

OPTION 01 CONSTRUCT CANOPY STRUCTURE AT ARRIVAL AREA SIMILAR TO ENTRY CANOPY STRUCTURE.

64 NOWELO ST

CODE INFORMATIONVICINITY MAP

PACIFIC BASIN AGRICULTURAL RESEARCH CENTER

RENOVATE BUILDING SECURITY ENTRYWAY,

MAIN BUILDING NORTH END

BID ITEMS

REFERENCE

NORTH

WEST EAST

SOUTH

T R

U E

N O

R T

H

ISLAND OF HAWAII

HILO

HONOKAA

KAILUA KONA

LOCATION MAP

OPTION 02 PROVIDE LANDSCAPE LIGHTING FOR WALKWAY.

INDEX TO DRAWINGS

Service Research Agricultural

RICHARD MATSUNAGA

& ASSOCIATES

ARCHITECTS INC.

A-E FIRM

A

D

USDA S

U

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION.

HL

USDA, ARS, AFM, FD

5601 SUNNYSIDE AVENUE

BELTSVILLE, MD 20705

4/30/16

SAFETY & HEALTH

REAL PROPERTY

DESIGNER

CHECKED BY

PROJECT MANAGER

RPR

EPM

DATE

SHEET OF

REVISIONS

DWG. NO

DRAWN BY

SOLICITATION NO.

EXPIRATION DATE OF THE LICENSE

SIGNATURE

C. WILLIAMS

M. WALL

K. CUSHMAN

HL

ML, TO

HL, ML

6/26/2015

PACIFIC BASIN AGRICULTURAL RESEARCH CENTER

RENOVATE SECURITY ENTRYWAY, MAIN BUILDING NORTH END

HILO, HAWAII

G101

TITLE SHEET, PROJECT TEAM, LOCATION & VICINITY MAPS, INDEX

TO DRAWINGS, CODE INFORMATION, BID ITEMS

ARCHITECTURAL

A001 DEMOLITION SITE PLAN

A002 SITE PLAN - BASE BID

A101 DEMOLITION AT DOOR, ENTRY CANOPY - FLOOR PLAN, REFLECTED CEILING PLAN, ROOF

PLAN

A102 ARRIVAL CANOPY - BASE BID & BID OPTION 01

A201 CANOPY ELEVATIONS, COLOR & MATERIALS SELECTIONS

A301 CANOPY SECTIONS

A401 WALL DETAILS

A501 ROOF DETAILS

A502 SIGN DETAILS

A601 DOOR & WINDOW DETAILS

GENERAL

G101 TITLE SHEET, PROJECT TEAM, LOCATION & VICINITY MAPS, INDEX TO DRAWINGS, CODE

INFORMATION, BID ITEMS

G102 GENERAL NOTES, ABBREVIATIONS, SYMBOLS

CIVIL

C001 DEMOLITION SITE PLAN & DETAILS

C002 SECTIONS & DETAILS

ELECTRICAL

E001 GENERAL NOTES, SYMBOLS, ENTRANCE SECURITY PLANS, VIDEO INTERCOM ELEVATION,

AND LIGHTING FIXTURE SCHEDULE

E002 SITE ELECTRICAL PLAN

E003 EXISTING SECURITY PLAN

E004 TYPICAL FIXED CAMERA DIAGRAM, CCTV SYSTEM WIRING DIAGRAM - DEMO, CCTV VIDEO

INTERCOM DIAGRAM

STRUCTURAL

S001 GENERAL NOTES

S101 ENTRY CANOPY FRAMING PLANS AND SECTIONS - BASE BID

S102 ARRIVAL CANOPY - BASE BID AND BID OPTION 1

S201 CANOPY DETAILS NO. DATE BY DESCRIPTION

CONSTRUCTION DOCUMENTS REASONABLY DESCRIBE THE INTENT OF THE QUALITY AND SCOPE

OF THE CONSTRUCTION FOR THE PROJECT. WHERE DETAILS AND NOTES SHOWN, THE

CONTRACTOR SHALL PROCEED FOLLOWING THE ACCEPTED QUALITY STANDARDS AND

PROCEDURES OF THE CONSTRUCTION INDUSTRY IN HAWAII AS WELL AS THE GENERAL INTENT

OF THE CONSTRUCTION DOCUMENTS. CLARIFICATIONS MAY BE SUBMITTED TO THE COR

FOR REVIEW BEFORE PROCEEDING.

WHERE NOT MORE SPECIFICALLY DESCRIBED, WORKMANSHIP SHALL CONFORM TO THE BEST

STANDARDS AND BEST PRACTICES OF THE INDUSTRY, TRADE, OR TRADES INVOLVED, AND

SHALL INCLUDE ALL ITEMS OF FABRICATION, CONSTRUCTION AND INSTALLATION REGULARLY

FURNISHED OR REQUIRED FOR COMPLETION (INCLUDING ANY FINISH REQUIRED FOR

SUCCESSFUL OPERATION AS INTENDED). IT SHALL BE THE GENERAL CONTRACTOR'S AND EACH

SUBCONTRACTOR'S RESPOSIBILITY TO INSURE THAT THE QUALITY OF WORKMANSHIP

DESCRIBED HEREIN IS ACHIEVED. WORK SHALL BE EXECUTED BY MECHANICS SKILLED IN THEIR

RESPECTIVE LINES OF WORK.

THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,

METHODS, TECHNIQUES, SEQUENCES, PROCEDURES AND QUALITY OF WORK, AND FOR THE

COORDINATING AND SUPERVISION OF ALL CONSTRUCTION WORK UNDER THIS CONTRACT.

CONTRACTOR SHALL VERIFY AND CHECK ALL DIMENSIONS AND DETAILS IN THE DRAWINGS FOR

DISCREPANCY. CONTRACTOR SHALL ALSO VERIFY ELEVATIONS AND CONDITIONS PRIOR TO

BEGINNING ANY WORK AND SHALL NOTIFY THE COR, IN WRITING, OF ANY DISCREPANCIES

AND/OR CONDITIONS WHICH WILL PREVENT HIM FROM FULFILLING THE TERMS OF CONTRACT.

CONTRACTOR SHALL BE HELD FULLY RESPONSIBLE FOR ALL CORRECTIONS AND REPAIRS DUE

TO THEIR FAILURE TO DO SO.

QUANTITIES SHOWN AND/OR INDICATED IN THE CONTRACT DOCUMENTS SHALL BE VERIFIED BY

THE CONTRACTOR. CONTRACTOR SHALL BE HELD FULLY RESPONSIBLE FOR ALL QUANTITIES.

WHERE EXISTING CONDITIONS REQUIRE DETAILS AND/ OR SPECIFICATIONS DIFFERENT FROM

THE CONSTRUCTION DOCUMENTS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE

COR IN WRITING SO THAT ALTERNATIVE METHODS AND MATERIALS MAY BE CONSIDERED.

IN ADDITION TO THE ITEMS TO BE REMOVED AND/OR DEMOLISHED AS NOTED IN THESE

CONSTRUCTION DOCUMENTS, THE CONTRACTOR SHALL REMOVE, REINSTALL, AND/OR REPAIR

ALL PORTIONS OF THE EXISTING BUILDING AS REQUIRED TO FACILITATE THE COMPLETE

CONSTRUCTION WORK AS SHOWN IN THESE DRAWINGS AND/OR SPECIFIED IN THE

SPECIFICATIONS. VERIFY AND COMPARE ALL DRAWINGS (ALL DISCIPLINES)

FOR THE COMPLETE SCOPE OF DEMOLITION, REMOVAL, TEMPORARY REMOVAL AND

REPLACEMENT, CUTTING, PATCHING, ETC. WORK.

WORK INCIDENTAL TO THE CONTRACT AND NECESSARY TO COMPLETE THE PROJECT,

ALTHOUGH NOT SPECIFICALLY REFERRED TO ON THE CONTRACT DOCUMENTS, SHALL BE

FURNISHED AND PERFORMED AT THE CONTRACTOR'S EXPENSE.

ALL ITEMS AND/OR FINISHES SCHEDULED TO REMAIN, BUT DAMAGED DURING CONSTRUCTION

AND OVER-PAINTED MATERIALS, SHALL BE MADE GOOD AT NO EXTRA COST TO THE

GOVERNMENT.

IN PERFORMING ALL WORK, THE CONTRACTOR SHALL EXERCISE DUE CARE AND CAUTION

NECESSARY TO AVOID ANY DAMAGE TO AND IMPAIRMENT OF ANY EXISTING UTILITIES. THE

CONTRACTOR SHALL PROTECT ALL ITEMS, IN AND ABOVE GROUND WITHIN THE PROJECT

SITE FROM DAMAGE. DAMAGE TO BUILDINGS, UTILITIES, SIDEWALKS, LANDSCAPING, LAWN,

HOSEBIBBS, ETC. BY THE CONTRACTOR, HIS EMPLOYEES, SUBCONTRACTORS, AND EQUIPMENT,

SHALL BE IMMEDIATELY REPLACED AND/OR REPAIRED AT THE CONTRACTOR'S EXPENSE.

CONTRACTOR SHALL PATCH ALL SURFACES EXPOSED FROM CUTTING, AND/ OR REMOVAL

WORK. PATCHING SHALL MATCH THE MATERIAL AND FINISH OF THE ADJACENT SURFACES.

CONTRACTOR SHALL KEEP THE PROJECT SITE AND ADJACENT COMMON AREAS NEAT, TIDY

AND CLEAN AT ALL TIMES DURING CONSTRUCTION. CONTRACTOR SHALL PROVIDE ALL

NECESSARY BARRICADES, TEMPORARY COVER, DUST CONTROL PARTITIONS, ETC. TO

SCREEN/ PROTECT AREAS OF OPERATION AND EQUIPMENT FROM NOISE, DUST AND DAMAGE.

ALL WASTE MATERIALS SHALL BE PROMPTLY REMOVED AND DISPOSED OF OUTSIDE THE

LIMITS OF THE OWNER'S PROPERTY DAILY. AT THE END OF CONSTRUCTION, ALL ITEMS AND

EQUIPMENT TEMPORARILY REMOVED OR RELOCATED DURING THE CONSTRUCTION PROCESS

SHALL BE REINSTALLED IN THE SAME LOCATION PRIOR TO THE REMOVAL, OR IN A NEW

LOCATION AS NOTED IN THE DRAWINGS, OR IN A LOCATION APPROVED BY THE COR.

ALL MATERIALS, ITEMS NOTED IN THE DRAWING ARE "NEW," UNLESS NOTED OTHERWISE.13.

(E) MEANS EXISTING DIMENSION. CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING

DIMENSION AND NOTIFY THE COR IMMEDIATELY OF ANY DISCREPANCY.

"PROVIDE" SHALL MEAN FURNISH AND INSTALL COMPLETE AND READY FOR INTENDED USE,

NEW ITEM(S), AS DETAILED OR NOTED ON THE DRAWINGS OR IN THE SPECIFICATIONS.

"RENEW" SHALL MEAN REMOVE EXISTING ITEM(S), FURNISH AND INSTALL NEW ITEM(S) TO MATCH THE ORIGINAL DESIGN (MATERIAL, THICKNESS, FINISH, COLOR, ETC.) FIELD VERIFY EXISTING

CONDITIONS.

"REPLACE" SHALL MEAN REMOVE EXISTING ITEM(S) AND PROVIDE NEW ITEM(S) AS DETAILED OR

NOTED ON THE DRAWINGS OR IN THE SPECIFICATIONS.

SURFACES/ITEMS BEING CALLED OUT TO "MATCH EXISTING" SHALL BE SUCH THAT WHEN

COMPARED WITH EXISTING SURFACES/ITEMS, ITEMS INDICATED AS "MATCH EXISTING" ARE

UNIFORM AND CONSISTENT IN VISUAL APPEARANCE, COLOR, AND TEXTURE.

CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LAWS AND CODES OF THE HAWAII COUNTY IN

EFFECT, INCLUDING BUT NOT LIMITED TO THE 2006 INTERNATIONAL BUILDING

CODE AND LATEST AMENDMENTS TO THE CODE BY THE HAWAII COUNTY.

THIS PROJECT SHALL CONFORM TO THE REQUIREMENTS OF THE AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES IN EFFECT AS OF THE DATE OF THIS PROJECTS' SOLICITATION.

ALL FIRE ALARM SYSTEM WORK SHALL COMPLY WITH N.F.P.A. 72, AND ARTICLE 1007, UNIFORM FIRE

CODE MOST CURRENT AS AMENDED.

PERMITS: THE CONTRACTOR SHALL SECURE AND PAY FOR ANY AND ALL PERMITS OF

GOVERNMENT AGENCIES AND UTILITY COMPANIES REQUIRED FOR THE CONSTRUCTION OF THIS

PROJECT.

NO MATERIALS SHALL BE PLACED OR STORED IN THE EXISTING EXITS/EXISTING STAIRS (FIRE STAIRWELLS). ABSOLUTELY NO CUTTING, SANDING, GLUING OR OTHER WORK SHALL TAKE PLACE

WITHIN SUCH STAIRWAYS.

ODORS: CONTRACTOR SHALL NOT USE CHEMICALS AND OTHER MATERIALS WHICH EMIT

HAZARDOUS/NOXIOUS ODORS, SUCH AS "GOOF-OFF," JUST PRIOR TO AND DURING NORMAL

BUSINESS HOURS. IF SUCH CHEMICALS MUST BE USED, THEY SHALL BE USED DURING AFTER

BUILDING CLOSED HOURS, AND ALL OPEN CONTAINERS, RAGS, ETC. CONTAINING THESE

CHEMICALS SHALL BE PROMPTLY REMOVED, WITH ENOUGH TIME ALOTTED FOR SMELL TO

DISSIPATE BEFORE NORMAL BUILDING OPERATION HOURS BEGIN. SUBMIT TO THE COR FOR

REVIEWS, MSDS PRIOR TO USE.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

26.

12.

15.

16.

18.

23.

22.

21.

20.

19.

14.

DIMENSIONS:

● ALL DIMENSIONS ARE TO FRAMING MEMBERS AT NEW CONDITIONS AND FINISH SURFACE AT

EXISTING CONDITIONS UNLESS OTHERWISE NOTED.

● ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE. DO NOT MEASURE DRAWINGS.

ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD BEFORE PROCEEDING WITH THE WORK.

CONTRACTOR SHALL VERIFY EXISTING CONDITIONS. FABRICATION OF COMPONENTS &

MATERIALS SHALL BE BASED ON FIELD VERIFIED DIMENSIONS.

17.

NOT IN CONTRACT (NIC) ITEMS: ITEMS AS NOTED ON DRAWINGS AND SPECIFICATIONS AS NIC

ARE NOT INCLUDED AS PART OF THE CONTRACTOR'S SCOPE OF WORK. HOWEVER, THE

CONTRACTOR SHALL COORDINATE WORK AND SCHEDULING WITH THE COR AND/OR THE

GOVERNMENT'S SEPARATE CONTRACTORS, AND PROVIDE FREE ACCESS FOR NIC WORK BY THE

GOVERNMENT AND/OR THE GOVERNMENT'S SEPARATE CONTRACTORS.

24.

THE EXISTING FACILITY WILL REMAIN OPERATIONAL DURING CONSTRUCTION. THE SUBJECT

WORK IS NOT ANTICIPATED TO DETRIMENTALLY AFFECT THE ON-GOING OPERATIONS IN OTHER

PORTIONS OF THE FACILITY. CONTRACTOR SHALL CAREFULLY CONSIDER THIS FACTOR AND

PLAN HIS WORK ACCORDINGLY. PROVIDE FOR SAFETY MEASURES TO PROTECT ALL

PROPERTY AND PERSONS.

25.

PROVIDE PHYSICAL BARRIER ACCEPTABLE TO COR TO PREVENT UNAUTHORIZED ENTRY INTO THE LAB BUILDING UNTIL THE NEW ENTRY DOOR IS INSTALLED AND SECUREABLE. PHYSICAL BARRIER

SHALL BE PROPERLY SEALED TO PREVENT RODENTS AND INSECTS FROM ENTERING INTO THE

LAB BUILDING. PATCH, REPAIR, AND TOUCH UP TO MATCH EXISTING CONDITIONS PRIOR TO

CONSTRUCTION AFTER PHYSICAL BARRIER IS REMOVED. IF PAINTING IS REQUIRED, PAINT

SURFACES TO CORNER OR EDGE. PAINT PATCHES NOT ACCEPTABLE.

28.

CONTRACTOR SHALL SUBMIT A SITE SAFETY PLAN TO COR FOR APPROVAL. SAFETY PLAN SHALL

INCLUDE CONSTRUCTION WORKERS AND PBARC PERSONNEL.

30.

CONTROL DUST DURING THE ENTIRE CONSTRUCTION PERIOD ESPECIALLY DURING CUTTING

AND DEMOLITION. PROTECT THE INTERIOR HALL AND OFFICES FROM CONSTRUCTION DUST.

COR WILL STOP CONSTRUCTION SHOULD DUST BE DETERMINED A PROBLEM AND

CONSTRUCTION SHALL NOT RESUME UNTIL PROBLEM IS CORRECTED. CONTRACTOR IS

RESPONSIBLE TO VACUUM AND WIPE DUST DAILY AND AS DIRECTED BY THE USERS.

27.

FIRE SAFETY DURING CONSTRUCTION, ALTERATION AND DEMOLITION SHALL BE IN ACCORDANCE

WITH ARTICLE 87 OF THE MOST CURRENT UNIFORM FIRE CODE AS AMENDED.

29.

NEW CONSTRUCTION GRID LINE DESIGNATIONS ARE TO THE CENTER OF THE

COLUMN, UNLESS NOTED OTHERWISE

DIMENSION TAKEN FROM FACE OF FRAMING MEMBER (I.E. CMU,

STRUCTURAL STEEL, WOOD, ETC.) TO FACE OF FRAMING MEMBER

DIMENSION TAKEN FROM FACE OF FINISH TO FACE OF FINISH, UNLESS

NOTED OTHERWISE. WHERE DRAWINGS INDICATE THE FACE OF

FINISH IS THE SAME AS FACE OF FRAMING (I.E. CMU, CONCRETE,

EXPOSED STRUCTURAL STEEL, EXPOSED WOOD, ETC.), DIMENSION

SHALL BE TAKEN FROM FACE OF FRAMING

DOOR NUMBER IDENTIFICATION

SYMBOL

GRID LINES

SYMBOLS

DIMENSIONS

MISCELLANEOUS SYMBOLS

A

1A

DIMENSION

CLR

DIMENSION

REFERENCE NORTH

INDICATOR

TRUE NORTH

INDICATOR

LEVEL NAME

INDICATES HEIGHT ABOVE PROJECT DATUM

NAME

10' - 0"

DATUM SYMBOL

REFERENCE

NORTH

WEST EAST

SOUTH

T R

U E

N O

R T

H

SECTION IDENTIFICATION

NUMBER

SHEET NUMBER ON WHICH

SECTION IS DRAWN

BUILDING SECTION PARTIAL BUILDING

SECTION

DETAIL IDENTIFICATION

NUMBER

SHEET NUMBER ON WHICH

DETAIL IS DRAWN

SECTION / DETAIL

IDENTIFICATION NUMBER

SECTION / DETAIL CROSS REFERENCE CONVENTIONS

SECTION / DETAIL SUBTITLE

A101

SIM

A101

SIM

A101

DRAWING TITLE

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

A101

SHEET NUMBER ON WHICH

DRAWING APPEARS

A

REVISION NUMBER

EXTENT OF CURRENT REVISION

REVISIONS

Service Research Agricultural

RICHARD MATSUNAGA

& ASSOCIATES

ARCHITECTS INC.

A-E FIRM

A

D

USDA S

U

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION.

HL

USDA, ARS, AFM, FD

5601 SUNNYSIDE AVENUE

BELTSVILLE, MD 20705

4/30/16

SAFETY & HEALTH

REAL PROPERTY

DESIGNER

CHECKED BY

PROJECT MANAGER

RPR

EPM

DATE

SHEET OF

REVISIONS

DWG. NO

DRAWN BY

SOLICITATION NO.

EXPIRATION DATE OF THE LICENSE

SIGNATURE

C. WILLIAMS

M. WALL

K. CUSHMAN

HL

ML, TO

HL, ML

6/26/2015

PACIFIC BASIN AGRICULTURAL RESEARCH CENTER

RENOVATE SECURITY ENTRYWAY, MAIN BUILDING NORTH END

HILO, HAWAII

G102

GENERAL NOTES, ABBREVIATIONS, SYMBOLS

GENERAL NOTES ARCHITECTURAL REFERENCE SYMBOLS DRAWING CONVENTIONS

NO. DATE BY DESCRIPTION

A-E FIRM

A

D

USDA

S

U

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT

WILL BE UNDER MY OBSERVATION.

4/30/16

SAFETY & HEALTH

REAL PROPERTY

DESIGNER

CHECKED BY

PROJECT MANAGER

RPR

EPM

DATE

SHEET OF

REVISIONS

DWG. NO

DRAWN BY

SOLICITATION NO.

EXPIRATION DATE OF THE LICENSE

DATE

SIGNATURE

A-E FIRM

D

USDA

S

U

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT

WILL BE UNDER MY OBSERVATION.

4/30/16

SAFETY & HEALTH

REAL PROPERTY

DESIGNER

CHECKED BY

PROJECT MANAGER

RPR

EPM

DATE

SHEET OF

REVISIONS

DWG. NO

DRAWN BY

SOLICITATION NO.

EXPIRATION DATE OF THE LICENSE

DATE

SIGNATURE

EXST LAB BLDG

EXST PORTABLE BLDG

RAMP UP (E)

RAMP UP (E)

UP

RAMP UP (E)

RAMP UP (E)

UP

EXST PORTABLE BLDG

REMOVE CONC WALKWAY

& CURB, SEE CIVIL, TYP

EXST 6" CURB

EXST CONC WALKWAY

TO REMAIN, TYP

EXST CINDERS, TYP

REMOVE CONC

CURB, SEE CIVIL, TYP

EXST ELEC PULL

BOX TO REMAIN,

SEE ELEC

EXST LIGHT POST

TO REMAIN

REMOVE ENTRY DOOR, FRAME,

THRESHOLD, & HARDWARE. REFER TO

ELEC DEMOLITION SCOPE OF WORK

FOR ADDITIONAL REMOVAL WORK

REMOVE CONC WALKWAY,

SEE CIVIL

REMOVE PORTION OF KNOCK-OUT

WALL PANEL. FOR ADDITIONAL

DEMOLITION WORK, REFER TO D

A101

EXST PARKING LOT

EXST (2) LOADING SPACES

NOTE:

COORDINATE WITH OTHER DISCIPLINE'S

DRAWINGS FOR COMPLETE SCOPE OF WORK.

0 8' 24'

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

4' 12' 20'16'

KEY PLAN

EXST LAB

BLDG

Service Research Agricultural

RICHARD MATSUNAGA

& ASSOCIATES

ARCHITECTS INC.

A-E FIRM

A

D

USDA S

U

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION.

HL

USDA, ARS, AFM, FD

5601 SUNNYSIDE AVENUE

BELTSVILLE, MD 20705

4/30/16

SAFETY & HEALTH

REAL PROPERTY

DESIGNER

CHECKED BY

PROJECT MANAGER

RPR

EPM

DATE

SHEET OF

REVISIONS

DWG. NO

DRAWN BY

SOLICITATION NO.

EXPIRATION DATE OF THE LICENSE

SIGNATURE

C. WILLIAMS

M. WALL

K. CUSHMAN

HL

ML, TO

HL, ML

6/26/2015

PACIFIC BASIN AGRICULTURAL RESEARCH CENTER

RENOVATE SECURITY ENTRYWAY, MAIN BUILDING NORTH END

HILO, HAWAII

A001

DEMOLITION SITE PLAN

1/8" = 1'-0"

DEMOLITION SITE PLAN

A

REFERENCE

NORTH

WEST EAST

SOUTH

T R

U E

N O

R T

H

RAMP UP (E)

RAMP UP (E)

UP

RAMP UP (E)

RAMP UP (E)

UP

EXST 6" CURB

EXST LAB BLDG

EXST PARKING LOT

EXST CONC

WALKWAY TO

REMAIN, TYP

EXST PORTABLE BLDG

EXST PORTABLE BLDG

ARRIVAL AREA

A

A101

ENTRY CANOPY

CONC WALKWAY,

SEE CIVIL, TYP

EXST (2) LOADING SPACES

EXST CINDERS,

TYP

A

A102

A502

SIGN

ALL ABUTTING JOINTS TO

BE FLUSH & LEVEL, TYP

ALL ABUTTING JOINTS TO

BE FLUSH & LEVEL, TYP

0 8' 24'

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

4' 12' 20'16'

EXST LAB

BLDG

KEY PLAN

Service Research Agricultural

RICHARD MATSUNAGA

& ASSOCIATES

ARCHITECTS INC.

A-E FIRM

A

D

USDA S

U

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION.

HL

USDA, ARS, AFM, FD

5601 SUNNYSIDE AVENUE

BELTSVILLE, MD 20705

4/30/16

SAFETY & HEALTH

REAL PROPERTY

DESIGNER

CHECKED BY

PROJECT MANAGER

RPR

EPM

DATE

SHEET OF

REVISIONS

DWG. NO

DRAWN BY

SOLICITATION NO.

EXPIRATION DATE OF THE LICENSE

SIGNATURE

C. WILLIAMS

M. WALL

K. CUSHMAN

HL

ML, TO

HL, ML

6/26/2015

PACIFIC BASIN AGRICULTURAL RESEARCH CENTER

RENOVATE SECURITY ENTRYWAY, MAIN BUILDING NORTH END

HILO, HAWAII

A002

SITE PLAN - BASE BID

1/8" = 1'-0"

SITE PLAN - BASE BID

B

REFERENCE

NORTH

WEST EAST

SOUTH

T R

U E

N O

R T

H

PORTION OF KNOCK-OUT WALL

PANEL TO REMAIN

REMOVE DOOR FRAME,

THRESHOLD, & HARDWAREPO

R

TI

O N

O F

KN

O

CK

-O

U T

W

AL

L

PA

NE

L

(IN

T /

EX

T

FI

NI

SH

W

AL

L

8'

2" (C

O

NF

IR

M

W / N

EW

D

O O

R R

EQ

U

IR

EM

EN

TS

EX

ST

K N

O C

K- O

U T

W

AL

L

E) (N

TS

EXST KNOCK-OUT WALL PANEL

8' - 0" (E) (NTS)

REMOVE, SALVAGE, & RETURN LIGHT

FIXTURE TO COR, SEE ELEC

REMOVE, SALVAGE, & RETURN

SECURITY CAMERA TO COR. SEE ELEC

FOR ADDITIONAL WORK.

NOTE:

1. AT PORTION OF WALL INDICATED TO BE REMOVED, CONFIRM

ASSOCIATED OR ATTACHED ELECTRICAL LINE(S). REMOVE OUTLETS,

SWITCHES, CONDUITS, ETC. COORDINATE W/ ELECTRICAL FOR

ADDITIONAL RELATED WORK.

2. ALL SURFACES EXPOSED FROM CUTTING & OR REMOVAL WORK

SHALL BE CLEANED, PREPPED, & PATCHED. CLEAN ALL DELETERIOUS

ITEMS OFF OF SUBSTRATE. PATCHING SHALL MATCH THE MATERIAL &

FINISH OF ADJACENT SURFACES.

1' - 3"1' - 3"

EXST REVEAL AT

KNOCK-OUT WALL

PANEL

6"; REMOVE EXT WALL FINISHES, FLASHING,

& GYP BD SHEATHING TO EXPOSE WALL

FRAMING MEMBER. PROVIDE NEW GYP BD

SHEATHING & FINISH TO MATCH ADJACENT

WALL.

REMOVE SIGN

RELOCATE VIDEO INTERCOM WALL

STATION TO INTERCOM WALL, SEE 3

A401FR

AM

IN

G

) T O

B E

R

EM

O

VE

D

A

B

1 2

A301

EXST ADMIN OFFICE

EXST DIRECTOR OFFICE

EXST CORRIDOR

EXST

STAIR

10' - 6"

A301

HSS COLUMN, SEE

STRUCT, TYP

CONC WALKWAY,

SEE CIVIL & STRUCT,

TYP

EXST DOOR TO REMAIN,

TYP

FACE OF

EXST WALL

FACE OF

EXST WALL

3'

2"

8' - 0" (E)

VIDEO INTERCOM

LOCATION, SEE ELEC

EXST REVEAL AT

EXTERIOR WALL FACE

SL

O

PE

DS DS

1' - 3"

OUTLINE OF CANOPY

ABOVE

PRECAST CONC

SPLASH BLOCK, TYP

CONC PEDESTAL,

SEE STRUCT, TYP

PROVIDE TEMPORARY

EXIT SIGN ON POST TO

DIRECT PEOPLE OUT TO

LOADING DOCK EXIT

LOADING DOCK EXIT

0 1' 3' 6'

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

2' 4' 5'

0 4' 12'

SCALE: 1/4" = 1'-0"

8'

A301

A301

STANDING SEAM MTL

ROOFING

MTL DECK, SEE STRUCT

S.S. SHT MTL GUTTER W/

SUPPORT BRACKETS AT

36" OC MAX. ALIGN

BRACKETS W/ STANDING

SEAM RIBS, TYP

DS DS

HIGH POINT OF

GUTTER, SLOPE TO DS

HIGH POINT OF

GUTTER, SLOPE TO DS

A

B

1 2

A301

A301

STL BEAM (2LLBB),

SEE STRUCT

HSS COLUMN, SEE

STRUCT, TYP

DEFS-1 ON 1/2" EXT GYP

SHEATHING, TYP

LIGHT FIXTURE, SEE ELEC, TYP

3' - 0"3' - 0"

DEFS-1 ON 1/2" EXT GYP

SHEATHING ON MTL HAT

CHANNELS, TYP

Service Research Agricultural

RICHARD MATSUNAGA

& ASSOCIATES

ARCHITECTS INC.

A-E FIRM

A

D

USDA S

U

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION.

HL

USDA, ARS, AFM, FD

5601 SUNNYSIDE AVENUE

BELTSVILLE, MD 20705

4/30/16

SAFETY & HEALTH

REAL PROPERTY

DESIGNER

CHECKED BY

PROJECT MANAGER

RPR

EPM

DATE

SHEET OF

REVISIONS

DWG. NO

DRAWN BY

SOLICITATION NO.

EXPIRATION DATE OF THE LICENSE

SIGNATURE

C. WILLIAMS

M. WALL

K. CUSHMAN

HL

ML, TO

HL, ML

6/26/2015

PACIFIC BASIN AGRICULTURAL RESEARCH CENTER

RENOVATE SECURITY ENTRYWAY, MAIN BUILDING NORTH END

HILO, HAWAII

A101

DEMOLITION AT DOOR, ENTRY CANOPY - FLOOR PLAN,

REFLECTED CEILING PLAN, ROOF PLAN

1/2" = 1'-0"

ELEVATION - ENTRY DOOR REMOVAL

D

1/4" = 1'-0"

PLAN - ENTRY CANOPY

A

1/4" = 1'-0"

ROOF PLAN - ENTRY CANOPY (BID OPTION 01 - ARRIVAL CANOPY SIM)

C

REFERENCE

NORTH

WEST EAST

SOUTH

TR

U

E

NO

R

TH

REFERENCE

NORTH

WEST EAST

SOUTH

TR

U

E

NO

R

TH

1/4" = 1'-0"

REFLECTED CEILING PLAN - ENTRY CANOPY (BID OPTION 01 - ARRIVAL CANOPY SIM)

B

REFERENCE

NORTH

WEST EAST

SOUTH

TR

U

E

NO

R

TH

ALIGNFLUSH

EXST LAB BLDG

EXST CONC WALKWAY

TO REMAIN

EXST LIGHT POST

CONC CURB & WALKWAY,

SEE CIVIL/STRUCT, TYP

EXST ELEC PULL BOX

TO REMAIN, SEE ELEC

B.1

A.1

1.1 2.1

10' - 6"

FACE OF

EXST WALL

DS DS

PRECAST CONC SPLASH

BLOCK, TYP

8"

EXST LAB BLDG

EXST LIGHT POST

EXST CONC WALKWAY

TO REMAIN

CONC PEDESTAL, SEE

STRUCT, TYP

HSS COLUMN, SEE STRUCT,

TYP

OUTLINE OF CANOPY ABOVE

NOTE:

SEE A/A102 FOR BASE BID SCOPE

8"

8"

0 4' 12'

SCALE: 1/4" = 1'-0"

8'

Service Research Agricultural

RICHARD MATSUNAGA

& ASSOCIATES

ARCHITECTS INC.

A-E FIRM

A

D

USDA S

U

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION.

HL

USDA, ARS, AFM, FD

5601 SUNNYSIDE AVENUE

BELTSVILLE, MD 20705

4/30/16

SAFETY & HEALTH

REAL PROPERTY

DESIGNER

CHECKED BY

PROJECT MANAGER

RPR

EPM

DATE

SHEET OF

REVISIONS

DWG. NO

DRAWN BY

SOLICITATION NO.

EXPIRATION DATE OF THE LICENSE

SIGNATURE

C. WILLIAMS

M. WALL

K. CUSHMAN

HL

ML, TO

HL, ML

6/26/2015

PACIFIC BASIN AGRICULTURAL RESEARCH CENTER

RENOVATE SECURITY ENTRYWAY, MAIN BUILDING NORTH END

HILO, HAWAII

A102

ARRIVAL CANOPY - BASE BID & BID OPTION 01

1/4" = 1'-0"

PLAN - ARRIVAL CANOPY (BASE BID)

A 1/4" = 1'-0"

PLAN - ARRIVAL CANOPY (BID OPTION 01)

B

REFERENCE

NORTH

WEST EAST

SOUTH

TR

U

E

NO

R

TH

REFERENCE

NORTH

WEST EAST

SOUTH

TR

U

E

NO

R

TH

AB

A301

STANDING SEAM MTL ROOFING

(SSMR) OVER MTL DECK, TYP

S.S. MTL GUTTER

(2) 4' - 0" WIDE INSULATED TRANSLUCENT

FIBERGLASS SANDWICH PANEL SYSTEM

(ENTRY CANOPY ONLY)

HSS POST/BEAM, SEE

STRUCT, PAINT P-1

(ENTRY CANOPY ONLY)

FACE OF EXST BLDG PVC DOWNSPOUT, PAINT P-1

PRECAST CONC SPLASH BLOCK

DEFS-1 (ENTRY

CANOPY ONLY)

NOTE:

TRANSLUCENT PANELS, DEFS ON EXT GYP SHEATHING, & HSS POSTS & BEAMS AT TRANSLUCENT

PANELS/DEFS WALL PROVIDED AT ENTRY CANOPY ONLY.

TOP OF CONC PEDESTAL

BOT OF HSS BEAM/CANOPY

7'

8"

HSS COLUMN, SEE STRUCT, PAINT P-1, TYP

A301

STANDING SEAM MTL ROOFING

(SSMR) OVER MTL DECK

HSS COLUMN, SEE STRUCT, PAINT P-1, TYP

S.S. MTL GUTTER, TYP

HSS BEAM, SEE STRUCT, PAINT P-1

CONC PEDESTAL, TYP

HSS POST/BEAM, SEE STRUCT, PAINT

P-1 (ENTRY CANOPY ONLY)

(2) 4' - 0" WIDE INSULATED TRANSLUCENT

FIBERGLASS SANDWICH PANEL SYSTEM

(ENTRY CANOPY ONLY)OPEN

TOP OF CONC PEDESTAL

BOT OF HSS BEAM/CANOPY

NOTE:

TRANSLUCENT PANELS, DEFS ON EXT GYP SHEATHING, & HSS POSTS & BEAMS AT TRANSLUCENT PANELS/DEFS

WALL PROVIDED AT ENTRY CANOPY ONLY.

7'

8"

STL BEAM, SEE STRUCT, PAINT P-1, TYP

PVC DOWNSPOUT, PAINT P-1, TYP

0 4' 12'

SCALE: 1/4" = 1'-0"

8'

0 8' 24'

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

4' 12' 20'16'

1.12.1

A201

ENTRY CANOPY,

REFER TO

BID OPTION 01 -

ARRIVAL CANOPY

A201

SIM

NOTE:

1. ALL CANOPY ROOF CURVES ARE CONCENTRIC.

2. RADIUS DIMENSION SHOWN IS TO TOP OF STEEL BEAM.

R

' - 6

TOP OF CONC PEDESTAL

BOT OF HSS BEAM/CANOPY

TO

C

EN

TE

R O

F

CO

LU

M

N , T

O P

O F

ST

L

BE

AM

TO

C

EN

TE

R O

F

CO

LU

M

N , T

O P

O F

ST

L

BE

AM

9'

EXTERIOR FINISHES

DEFS-1 DRYVIT

#456 OYSTER SHELL

TEXTURE: SANDBLAST

MATCH EXST BLDG COLOR/FINISH

PAINT (P- #)

P-1 ICI DULUX PAINTS

90 YR 33/167 SANDERLING

MATCH EXST EXT FRP DOOR COLOR

COLOR AND MATERIALS SELECTIONS:

SSMR STANDING SEAM METAL ROOFING

HPM CUSTOM METAL ROOFING

COUNTRY RED

BRAND NAMES, COLORS, AND CODE NUMBERS ARE LISTED ONLY FOR REFERENCE AND NOT INTENDED

TO LIMIT OTHER MANUFACTURERS. COLORS AND PRODUCTS OF OTHER MANUFACTURERS WITH

COMPARABLE QUALITY, COLOR, AND TEXTURE ARE ACCEPTABLE.

NOTE:

P-2 ICI DULUX PAINTS

50 YY 83/029 NATURAL WHITE

MATCH DEFS-1 COLOR

Service Research Agricultural

RICHARD MATSUNAGA

& ASSOCIATES

ARCHITECTS INC.

A-E FIRM

A

D

USDA S

U

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION.

HL

USDA, ARS, AFM, FD

5601 SUNNYSIDE AVENUE

BELTSVILLE, MD 20705

4/30/16

SAFETY & HEALTH

REAL PROPERTY

DESIGNER

CHECKED BY

PROJECT MANAGER

RPR

EPM

DATE

SHEET OF

REVISIONS

DWG. NO

DRAWN BY

SOLICITATION NO.

EXPIRATION DATE OF THE LICENSE

SIGNATURE

C. WILLIAMS

M. WALL

K. CUSHMAN

HL

ML, TO

HL, ML

6/26/2015

PACIFIC BASIN AGRICULTURAL RESEARCH CENTER

RENOVATE SECURITY ENTRYWAY, MAIN BUILDING NORTH END

HILO, HAWAII

A201

CANOPY ELEVATIONS, COLOR & MATERIALS SELECTIONS

1/4" = 1'-0"

EAST ELEVATION - ENTRY CANOPY (ARRIVAL CANOPY SIM)

4 1/4" = 1'-0"

NORTH ELEVATION - ENTRY CANOPY (ARRIVAL CANOPY SIM)

1/8" = 1'-0"

OVERALL ELEVATION

1/4" = 1'-0"

BUILDING GEOMETRY

A301

HSS BEAM, SEE STRUCT

HSS BEAM, SEE STRUCT

INSULATED TRANSLUCENT

FIBERGLASS SANDWICH

PANEL SYSTEM

MTL STANDING SEAM

ROOFING OVER MTL DECK,

TYP

S.S. MTL GUTTER, TYP

HSS COLUMN, SEE STRUCT, TYP

CONC PEDESTAL/FOOTING, SEE STRUCT, TYP

CONC SLAB, SEE STRUCT, TYP

EXST KNOCK-OUT WALL PANEL JOINT, TYP

DEFS-1 ON 1/2" EXT GYP

SHEATHING ON MTL HAT

CHANNELS, TYP

STL BEAM, SEE STRUCT

TOP OF CONC PEDESTAL

BOT OF HSS BEAM/CANOPY

7'

8"

DOOR & SIDELIGHT AS

SCHED, BEYOND

A501

HSS BEAM, SEE STRUCT

A501

A B

A301

DEFS-1

INSULATED

TRANSLUCENT

FIBERGLASS SANDWICH

PANEL SYSTEM

MTL STANDING SEAM

ROOFING OVER MTL DECK,

TYP

HSS COLUMN, SEE

STRUCT

CONC PEDESTAL/FOOTING,

SEE STRUCT

CONC SLAB, SEE

STRUCT, TYP

DEFS-1 ON 1/2"

EXT GYP

SHEATHING,

TYP

HSS BEAM, SEE STRUCT

HSS POST/BEAM, SEE

STRUCT

VERIFY W/ MANUFACTURER

8' - 2 7/8"

BOT OF CANOPY,

BEYOND

EXST FINISH FLOOR

TOP OF CONC PEDESTAL

BOT OF HSS BEAM/CANOPY

7'

8"

A501

A501

A501

SURFACE-MOUNTED VIDEO

INTERCOM, SEE NOTE BELOW, SEE

ELEC

DEFS-1 ON 1/2"

EXT GYP

SHEATHING ON

MTL HAT

CHANNELS, TYP

A601

SURFACE-MOUNTED ACCESS

CONTROL KEYPAD (AIPHONE AC-10S

OR APPROVED EQUAL), SEE NOTE

BELOW, SEE ELEC

AB

O

VE

C

O

NC

S

LA

B

KE

YP

AD

C

O

NT

RO

LS

N O

H

IG

HE

R

TH

AN

8"

NOTE:

SEAL AROUND PERIMETER OF

KEYPAD & VIDEO INTERCOM TO

ENSURE WATERTIGHTNESS

PROVIDE FRAMING TO MOUNT

LIGHT FIXTURES, TYP

0 1' 2'

SCALE: 3/4" = 1'-0"

4'3'

Service Research Agricultural

RICHARD MATSUNAGA

& ASSOCIATES

ARCHITECTS INC.

A-E FIRM

A

D

USDA S

U

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION.

HL

USDA, ARS, AFM, FD

5601 SUNNYSIDE AVENUE

BELTSVILLE, MD 20705

4/30/16

SAFETY & HEALTH

REAL PROPERTY

DESIGNER

CHECKED BY

PROJECT MANAGER

RPR

EPM

DATE

SHEET OF

REVISIONS

DWG. NO

DRAWN BY

SOLICITATION NO.

EXPIRATION DATE OF THE LICENSE

SIGNATURE

C. WILLIAMS

M. WALL

K. CUSHMAN

HL

ML, TO

HL, ML

6/26/2015

PACIFIC BASIN AGRICULTURAL RESEARCH CENTER

RENOVATE SECURITY ENTRYWAY, MAIN BUILDING NORTH END

HILO, HAWAII

A301

CANOPY SECTIONS

3/4" = 1'-0"

SECTION - CANOPY

2 3/4" = 1'-0"

SECTION - CANOPY

HSS BEAM, SEE

STRUCT

VIDEO INTERCOM, SEE ELEC

HSS BEAM, SEE

STRUCT

DEFS-1 ON 5/8" EXT

GYP SHEATHING AT

BOTH FACES OF

FRAMED WALL, TYP

7'

3/

4" (N

TS

BOT OF HSS BEAM/CANOPY

VI

D

EO

IN

TE

R

C O

M C

O N

TR

O

LS

N O

H

IG

H

ER

T H

AN

8" A

BO

VE

C O

N C

S

LA

B

TOP OF CONC PEDESTAL

7'

8" (N

TS

2-1/2" MTL STUDS AT

16" OC, TYP

HSS POST, BEYOND,

SEE STRUCT

BASE PLATE & CONC PEDESTAL,

BEYOND, SEE STRUCT

SEALANT W/ BACKER ROD, TYP

HSS COLUMN, SEE STRUCT, TYP

SECURE INSULATED TRANSLUCENT

FIBERGLASS SANDWICH PANEL

SYSTEM CHANNEL TO HSS COLUMN.

INSTALL PER MANUFACTURER'S

REQUIREMENTS, TYP

INSULATED TRANSLUCENT

FIBERGLASS SANDWICH PANEL

SYSTEM, TYP

DEFS-1 ON 5/8" EXT GYP SHEATHING

AT BOTH FACES OF FRAMED WALL,

TYP

OPEN TO HSS COLUMN

HSS BEAM, BEYOND, TYP

VERIFY W/ MANUFACTURER

8' - 2 7/8" (NTS) ROUGH OPENING

VE

RI

FY

W

/ M

AN

UF

AC

TU

RE

R

8'

7/

8" (N

TS

) R

O U

G H

O

PE

N

IN

G

A401

A401

SEALANT & BACKER ROD, TYP

VE

RI

FY

W

/ M

AN

UF

AC

TU

RE

R

7'

3/

4" (N

TS

) R

O U

G H

O

PE

N

IN

G

HSS BEAM, SEE STRUCT

SECURE INSULATED TRANSLUCENT

FIBERGLASS SANDWICH PANEL SYSTEM

CHANNEL TO HSS BEAM. INSTALL PER

MANUFACTURER'S REQUIREMENTS, TYP

INSULATED TRANSLUCENT FIBERGLASS

SANDWICH PANEL SYSTEM

HSS POST, BEYOND, SEE STRUCT

HSS BEAM, SEE STRUCT

BOT OF HSS BEAM/CANOPY

TOP OF CONC PEDESTAL

7'

8" (N

TS

BASE PLATE & CONC PEDESTAL,

BEYOND, SEE STRUCT

0 3'' 6'' 9'' 1'

SCALE: 3" = 1'-0"

Service Research Agricultural

RICHARD MATSUNAGA

& ASSOCIATES

ARCHITECTS INC.

A-E FIRM

A

D

USDA S

U

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION.

HL

USDA, ARS, AFM, FD

5601 SUNNYSIDE AVENUE

BELTSVILLE, MD 20705

4/30/16

SAFETY & HEALTH

REAL PROPERTY

DESIGNER

CHECKED BY

PROJECT MANAGER

RPR

EPM

DATE

SHEET OF

REVISIONS

DWG. NO

DRAWN BY

SOLICITATION NO.

EXPIRATION DATE OF THE LICENSE

SIGNATURE

C. WILLIAMS

M. WALL

K. CUSHMAN

HL

ML, TO

HL, ML

6/26/2015

PACIFIC BASIN AGRICULTURAL RESEARCH CENTER

RENOVATE SECURITY ENTRYWAY, MAIN BUILDING NORTH END

HILO, HAWAII

A401

WALL DETAILS

3" = 1'-0"

SECTION - INTERCOM WALL

3 3" = 1'-0"

PLAN - TRANSLUCENT PANEL & INTERCOM WALL

1 3" = 1'-0"

SECTION - TRANSLUCENT PANEL SYSTEM

0 3'' 6'' 9'' 1'

SCALE: 3" = 1'-0"

STANDING SEAM

MTL ROOFING

PANEL, TYP

3/

4"

1' - 0"

CL CL

S.S. CONCEALED

FLASHING CLIPS,

TYP

S.S. MTL GUTTER

S.S. MTL GUTTER BRACKET

STANDING SEAM MTL

ROOFING, SEE

MTL FLASHING

16 GA GALV STL BENT PLATE

MTL DECK, SEE STRUCT, TYP

STL BEAM, SEE STRUCT

3" PVC

DOWNSPOUT, SEE

DEFS ON 1/2" EXT GYP

SHEATHING

SLOPE

A501

30# FELT

SLIP SHEET

5"

1S T & 2N

D CORRUGATIONS

LE

NGTH TO EXTEND BETWEEN

EXTEND 2 C

ORRUGATIONS MIN

BENT PLA

TE LE

NGTH TO

3"1 3/

4"

S.S. WIRE MESH STRAINER

AT EA DS

1-1/2" WIDE 14 GA S.S. MTL

DOWNSPOUT STRAP, TYP

PROVIDE BACKING TO FASTEN

DS HANGER

CONCEALED FASTENER, TYP

SEALANT W/ BACKER ROD

PROVIDE BACKING TO FASTEN

SHEATHING

5"

3' - 0" TO OF HSS COLUMNCL

A501

STANDING SEAM MTL ROOFING,

SEE

MTL DECK, SEE STRUCT, TYP

MTL FLASHING

CONT CLEAT

DEFS ON 1/2" EXT GYP

SHEATHING

A501

SLIP SHEET

NEOPRENE CLOSURE

30# FELT

STANDING SEAM MTL

ROOFING END DAM

6"

1-1/2" MTL HAT CHANNELS

AT 16" OC, TYP

16 GA BENT PLATE

Z CHANNEL

6" MIN

SEALANT W/

BACKER ROD

ALL FASTENERS FOR

STANDING SEAM MTL

ROOFING SHALL BE

STAINLESS STEEL W/

NEOPRENE WASHERS,

TYP

STANDING SEAM

MTL ROOFING, TYP,

SEE

STL BEAM, SEE

STRUCT, TYP

HSS COLUMN,

SEE STRUCT

MTL DECK, SEE

STRUCT, TYP

DEFS ON 1/2" EXT

GYP SHEATHING,

TYP 1-1/2" MTL HAT

CHANNELS AT 16"

OC, TYP

A501

SEALANT W/

BACKER ROD, TYP

CAP PLATE,

SEE STRUCT

STL PLATE,

SEE STRUCT

SLIP SHEET

30# FELT

PROVIDE BACKING AT

SHEATHING EDGE, TYP

STANDING SEAM MTL ROOFING,

SEE

MTL DECK, SEE

STRUCT, TYP

CONT BEAD OF SEALANT, TYP

MTL FLASHING, TYP

CONT CLEAT

2"

DEFS ON 1/2" EXT

GYP SHEATHING SEE

STRUCT

A501

SLOPE

EX

ST

M

TL

ST

U

D W

AL

L

TO

R

EM

AI

N

EX

ST

K N

O C

K- O

U T

W

AL

L

PA

N

EL

T O

R

EM

AI

N

30# FELT

SLIP SHEET

1-1/2" MTL HAT CHANNELS

AT 16" OC, TYP

NEOPRENE CLOSURE

6"

Z CHANNEL

6" MIN

SEALANT W/ BACKER ROD

2"

16 GA BENT PLATE

S.S. FASTENERS W/ NEOPRENE

WASHERS,TYP

PVC DOWNSPOUT

1-1/2" WIDE 14 GA S.S. MTL

DOWNSPOUT STRAP, TYP

#14 S.S. MTL

FASTENERS

ø 3"

HSS COLUMN, SEE STRUCT

S.S. MTL GUTTER

S.S. MTL GUTTER BRACKET

STANDING SEAM

MTL ROOFING, SEE

MTL FLASHING

16 GA GALV STL BENT

PLATE

MTL DECK, SEE

STRUCT, TYP

STL BEAM, SEE STRUCT

3" PVC DOWNSPOUT,

SEE

DEFS ON 1/2" EXT GYP

SHEATHING

A501

30# FELT

SLIP SHEET

S.S. WIRE MESH STRAINER

AT EA DS

1-1/2" WIDE 14 GA S.S. MTL

DOWNSPOUT STRAP, TYP

PROVIDE BACKING TO

FASTEN DS HANGER

CONCEALED

FASTENER, TYP

SEALANT W/ BACKER ROD

PROVIDE BACKING TO

FASTEN SHEATHING

SLOPE

1/

2"

3' - 0" TO OF HSS COLUMNCL

5"

5" 1"

1ST & 2ND CORRUGATIONS

LENGTH TO EXTEND BETWEEN

EXTEND 2 CORRUGATIONS MIN

BENT PLATE LENGTH TO

A501

Service Research Agricultural

RICHARD MATSUNAGA

& ASSOCIATES

ARCHITECTS INC.

A-E FIRM

A

D

USDA S

U

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION.

HL

USDA, ARS, AFM, FD

5601 SUNNYSIDE AVENUE

BELTSVILLE, MD 20705

4/30/16

SAFETY & HEALTH

REAL PROPERTY

DESIGNER

CHECKED BY

PROJECT MANAGER

RPR

EPM

DATE

SHEET OF

REVISIONS

DWG. NO

DRAWN BY

SOLICITATION NO.

EXPIRATION DATE OF THE LICENSE

SIGNATURE

C. WILLIAMS

M. WALL

K. CUSHMAN

HL

ML, TO

HL, ML

6/26/2015

PACIFIC BASIN AGRICULTURAL RESEARCH CENTER

RENOVATE SECURITY ENTRYWAY, MAIN BUILDING NORTH END

HILO, HAWAII

A501

ROOF DETAILS

3" = 1'-0"

SECTION - STANDING SEAM METAL ROOFING

2 3" = 1'-0"

SECTION - GUTTER

3" = 1'-0"

SECTION - ROOF EDGE DETAIL

5 3" = 1'-0"

SECTION - ROOF FRAMING AT HSS COLUMN

3 3" = 1'-0"

SECTION - STANDING SEAM MTL ROOFING AT EXST BLDG

3" = 1'-0"

PLAN - DOWNSPOUT

NO. DATE BY DESCRIPTION

3" = 1'-0"

SECTION - GUTTER

2'

0"

4'

0"

1'

HSS3X3X1/4, PAINT P-1, TYP

3/8” THK STL PLATE, PAINT P-2, TYP

FINISH GRADE

4' - 0"

FOR LETTERING & SPACING, SEE

A502

1/4" STL CAP AT TOP OF HSS POST, TYP

Daniel K. Inouye

Visitors & Deliveries

U.S. Pacific Basin Agricultural Research Center

United States Department of Agriculture

1/2” CHAMFER

3'

0"

2'

6"

NOTE:

STEEL SIGN SHALL BE HOT-DIPPED GALVANIZED AFTER FABRICATION.

CL

CONC POLE FOOTING EMBEDDED IN SOIL

2"

1/8”

1/8”

1' - 0"

EQ EQ

EXST 6" CURB

EXST PARKING LOT

SIGN

2'

0"

3' - 0"

OF HSS

POST

CL

A502

SOIL GRAPHIC

COLOR: PMS 343 DARK GREEN

"USDA" LETTERS

COLOR: PMS (PANTONE MATCHING

SYSTEM) 288 DARK BLUE

NOTE:

USDA SYMBOL 1:0.685 PROPORTION,

REPRODUCE USDA SYMBOL FROM THE "USDA

VISUAL STANDARDS GUIDE".

ARROW

COLOR: BLACK

9"

4 1/4"

1"

5"

1 1/4" HIGH; ALIGN W/ BOTTOM OF USDA LOGO

UPPER & LOWERCASE LETTERS

HELVETICA BOLD

COLOR: BLACK

1 5/8" HIGH

UPPER & LOWERCASE LETTERS

HELVETICA BOLD

COLOR: BLACK

2 3/4" HIGH

UPPER & LOWERCASE LETTERS

HELVETICA BOLD

COLOR: BLACK

USDA SYMBOL, SEE

A502

ARROW, SEE

Daniel K. Inouye

Visitors & Deliveries

U.S. Pacific Basin Agricultural Research Center

United States Department of Agriculture

3/

4"

3/ 4"

3/

8"

1 1/2"

2 3/4" 1"

2 3/4"

A502

2'

0"

4' - 0"

1/

8"

0 1' 2'

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

0 3'' 6'' 9'' 1'

SCALE: 3" = 1'-0"

0 4' 12'

SCALE: 1/4" = 1'-0"

8'

Service Research Agricultural

RICHARD MATSUNAGA

& ASSOCIATES

ARCHITECTS INC.

A-E FIRM

A

D

USDA S

U

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION.

HL

USDA, ARS, AFM, FD

5601 SUNNYSIDE AVENUE

BELTSVILLE, MD 20705

4/30/16

SAFETY & HEALTH

REAL PROPERTY

DESIGNER

CHECKED BY

PROJECT MANAGER

RPR

EPM

DATE

SHEET OF

REVISIONS

DWG. NO

DRAWN BY

SOLICITATION NO.

EXPIRATION DATE OF THE LICENSE

SIGNATURE

C. WILLIAMS

M. WALL

K. CUSHMAN

HL

ML, TO

HL, ML

6/26/2015

PACIFIC BASIN AGRICULTURAL RESEARCH CENTER

RENOVATE SECURITY ENTRYWAY, MAIN BUILDING NORTH END

HILO, HAWAII

A502

SIGN DETAILS

1 1/2" = 1'-0"

ELEVATION - SIGN

1/4" = 1'-0"

PLAN - SIGN

REFERENCE

NORTH

WEST EAST

SOUTH

TR

U

E

NO

R

TH

3" = 1'-0"

SYMBOLS

1 1/2" = 1'-0"

LETTERING & SPACING

EX

ST

G

YP

B D

R O

U G

H O

PE

N

IN

G

6"

DEFS OVER 5/8" EXT

GYP SHEATHING TO

MATCH EXST

SEALANT W/ BACKER

ROD, TYP

EXST MTL STUD FRAMING

MTL DOOR FRAME

DOOR & GLAZING

AS SCHED

INTERIOREXTERIOR

GYP BD, PAINT, TYP.

FINISH TO MATCH EXST

ADJACENT WALLS

SEALANT

SHIM SPACE

EXST WALL, BEYOND

DOOR FRAME, BEYOND

1/ 4"

EXTERIOR

PRE-MOLDED

EXPANSION JOINT

1/ 2"

R O

U G

H O

PE

N

IN

G INTERIOR

THRESHOLD FLUSH W/

FLOOR FINISH, EMBED IN

FULL BED OF SEALANT

EXST FINISH FLOOR

DOOR & GLAZING AS SCHED

EXST WALL, BEYOND

DOOR FRAME, BEYOND

SLOPE

CONC SLAB,

SEE STRUCT

DOOR BOTTOM

H

EQ EQ

A

STOREFRONT ALUM PAIR

FLUSH DOOR W/ SIDELIGHT

W

A601

A601

A601

0 3'' 6'' 9'' 1'

SCALE: 3" = 1'-0"

1/ 4"

DEFS OVER 5/8" EXT

GYP SHEATHING TO

MATCH EXST

SEALANT W/ BACKER

ROD, TYP

EXST MTL STUD FRAMING

INTERIOREXTERIOR

EX

ST

G

YP

B D

R O

U G

H O

PE

N

IN

G

6"

GLAZING, AS SCHED

WINDOW FRAME

WINDOW FRAME, BEYOND

EXST WALL, BEYOND

GYP BD, PAINT, TYP.

FINISH TO MATCH EXST

ADJACENT WALLS

3/ 8"

EXTERIOR

PRE-MOLDED

EXPANSION JOINT

R O

U G

H O

PE

N

IN

G INTERIOR

EXST FINISH FLOOR

EXST WALL, BEYOND

WINDOW FRAME, BEYOND

CONC SLAB,

SEE STRUCT

GLAZING, AS SCHED

SEALANT W/ BACKER ROD, TYP

Service Research Agricultural

RICHARD MATSUNAGA

& ASSOCIATES

ARCHITECTS INC.

A-E FIRM

A

D

USDA S

U

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION.

HL

USDA, ARS, AFM, FD

5601 SUNNYSIDE AVENUE

BELTSVILLE, MD 20705

4/30/16

SAFETY & HEALTH

REAL PROPERTY

DESIGNER

CHECKED BY

PROJECT MANAGER

RPR

EPM

DATE

SHEET OF

REVISIONS

DWG. NO

DRAWN BY

SOLICITATION NO.

EXPIRATION DATE OF THE LICENSE

SIGNATURE

C. WILLIAMS

M. WALL

K. CUSHMAN

HL

ML, TO

HL, ML

6/26/2015

PACIFIC BASIN AGRICULTURAL RESEARCH CENTER

RENOVATE SECURITY ENTRYWAY, MAIN BUILDING NORTH END

HILO, HAWAII

A601

DOOR & WINDOW DETAILS

3" = 1'-0"

SECTION - HEAD (JAMB SIM)

3" = 1'-0"

SECTION - DOOR THRESHOLD

DOOR

NUMBER

DOOR FRAME UL FIRE

RATED

ASSEMBLY

(MIN.)

FINISH

HDWR

GROUP REMARKS

SIZE

TYPE MATERIAL MATERIAL

DETAILS

WIDTH HEIGHT THICKNESS HEAD JAMB THRESHOLD

101 6' - 0" 8' - 0" 2" A ALUM ALUM 1/A601 1/A601 2/A601 - - 1

DOOR SCHEDULE

3" = 1'-0"

SECTION - HEAD (JAMB SIM)

3" = 1'-0"

SECTION - SILL

6/22/15

D

S

U

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION.

4/30/16

SAFETY & HEALTH

REAL PROPERTY

DESIGNER

CHECKED BY

PROJECT MANAGER

RPR

EPM

DATE

SHEET OF

REVISIONS

DWG. NO

DRAWN BY

SOLICITATION NO.

EXPIRATION DATE OF THE LICENSE

DATE

SIGNATURE

REFERENCE

NORTH

WEST EAST

SOUTH

TR

UE

N

OR

TH

NO. DATE BY DESCRIPTION

REFERENCE

NORTH

WEST EAST

SOUTH

TR

UE

N

OR

TH

I

H

IA

AW

U

A S

A L A

N

H YAMAOK

D

S

U

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION.

4/30/16

SAFETY & HEALTH

REAL PROPERTY

DESIGNER

CHECKED BY

PROJECT MANAGER

RPR

EPM

DATE

SHEET OF

REVISIONS

DWG. NO

DRAWN BY

SOLICITATION NO.

EXPIRATION DATE OF THE LICENSE

DATE

SIGNATURE

REFERENCE

NORTH

WEST EAST

SOUTH

TR

UE

N

OR

TH

NO. DATE BY DESCRIPTION

0 8' 24'

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

4' 12' 20'16'

I

H

IA

AW

U

A S

A L A

N

S

U

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION.

4/30/16

SAFETY & HEALTH

REAL PROPERTY

DESIGNER

CHECKED BY

PROJECT MANAGER

RPR

EPM

DATE

SHEET OF

REVISIONS

DWG. NO

DRAWN BY

SOLICITATION NO.

EXPIRATION DATE OF THE LICENSE

DATE

SIGNATURE

NO. DATE BY DESCRIPTION

I

H

IA

AW

U

A S

A L A

N

S

U

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION.

4/30/16

SAFETY & HEALTH

REAL PROPERTY

DESIGNER

CHECKED BY

PROJECT MANAGER

RPR

EPM

DATE

SHEET OF

REVISIONS

DWG. NO

DRAWN BY

SOLICITATION NO.

EXPIRATION DATE OF THE LICENSE

DATE

SIGNATURE

Service

Research

Agricultural

NO. DATE BY DESCRIPTION

I

H

IA

AW

U

A S

A L A

N

H YAMAOK

6/24/15

PBARC Final ARCH Dwgs