transportation facility - amazon web services · gb gyp hbq hdg hm id info insul int mh max mech...

ANCHOR BOLTASPHALTIC CONCRETEACOUSTICAL TILEAREA DRAINAMERICAN DISABILITIES ACTADJACENT, ADJUSTABLEABOVE FINISH FLOORATALUMINUMBOARDBOTTOM OFCATCH BASINCEMENT FIBERCONTROL JOINTCLEAN OUTCONCRETE MASONRY UNITCERAMIC TILECEILINGCONCRETECONTINUOUSDRINKING FOUNTAINDIAMETERDIMENSIONDETAILEACHELECTRICELEVATIONELEVATIONEQUIPMENTEXISTINGEXISTINGEACH WAYEXISTINGEXTERIORFLOOR DRAINFIRE EXTINGUISHER CABINETFIBER GLASSFINISHGALVANIZEDGYPSUM BOARDGYPSUMHOSE BIBBHOT DIPPED GALVANIZEDHOLLOW METALINSIDE DIAMETERINFORMATIONINSULATIONINTERIORMANHOLEMAXIMUMMECHANICALMETALMANUFACTURERMINIMUMMISCELLANEOUSMASONRY OPENINGNOT IN CONTRACTON CENTERON CENTEROVERFLOW DRAIN, OUTSIDE DIAMETEROWNER FURNISHED, CONTRACTOR INSTALLEDOWNER FURNISHED, OWNER INSTALLEDORIENTED STRAND BOARDPRECAST CONCRETEPRE-FINISHEDPAINT SYSTEMPLACESPLASTERPLASTIC LAMINATEPRESSURE TREATEDQUARRY TILERUBBER BASEREFLECTED CEILING PLANREFERENCEREFRIGERATORREQUIREDREVERSEROOMSUSPENDED ACOUSTICAL PLANESHEETSIMILARSTAINLESS STEELSTEELSTRUCTURALSYNTHETICTO MATCH EXISTINGTOP OFTUBE STEELTYPICALUNLESS NOTED OTHERWISEVINYL COMPOSITION TILEVENEER PLASTERVENT THROUGH ROOFWITH

ABBREVIATIONS

ABACACTADADAADJAFF@ALBDBOCBCFCJCOCMUCTCLGCONCCONTDFDIADIMDTLEAELECELELEVEQUIP(E)EXISTEWEXEXTFDFECFGFINGALVGBGYPHBQHDGHMIDINFOINSULINTMHMAXMECHMTLMFRMINMISCMONICO/COCODOFCIOFOIOSBPCPFPSPPLC'SPLPLAMPTQTRBRCPREFREF'RREQ'DREVRMSAPSHTSIMSSSTLSTRUCTSYNTHTMETOTSTYPUNOVCTVPVTRW/

APPLICABLE CODE:

VERTICAL LOADS: ROOFS: DEAD LOAD:

LIVE LOAD:

COLLATERAL:

SNOW LOAD:

LATERAL LOADS:

WIND:

SEISMIC:

GEOTECHNICAL CRITERIA:

BASIS OF DESIGN2019 OREGON STRUCTURAL SPECIALTY CODE (2018 INTERNATIONAL BUILDING CODE WITH 2019 OSSC AMENDMENTS)2019 OREGON ZERO ENERGY READY COMMERCIAL CODE - ASHRAE 90.1 - 2016

TO BE DETERMINED BY METAL BUILDING MANUFACTURER IN CONJUNCTION WITH THE ARCHITECT AND PROJECT REQUIREMENTS.

LIGHT STORAGE: 125 PSF (AT MEZZANINES)ROOF: VARIES WITH SLOPE (20 PSF MAX)

IN ADDITION TO ALL PLANNED LOADS (BASIC ROOF/CEILING ASSEMBLY, SPRINKLERS, M/E/P, ETC.), COMPONENTS OF THE METAL BUILDING SYSTEM SHALL BE DESIGNED FOR AN ADDITIONAL COLLATERAL LOAD OF 10 PSF (TO ALLOW FOR ANY FUTURE ADDITIONS).

Pg = 10 PSFIMPORTANCE FACTOR: Is = 1.0SNOW EXPOSURE FACTOR: Ce = 1.0THERMAL FACTOR: Ct = 1.1Pf = 20 PSF SNOW PLUS DRIFT, SLIDING AND UNBALANCED SNOW AS REQUIRED PER 2019 OSSC/ASCE 7-16

DESIGN WIND CRITERIA: PER ASCE 7-16BASIC DESIGN WIND SPEED: 96 MPHALLOWABLE STRESS DESIGN WIND SPEED: 75 MPHEXPOSURE: C

SITE CLASS: DSPECTRAL RESPONSE COEFFICIENTS: Sds = 0.68g, Sd1 = .46gIMPORTANCE FACTOR: Ie = 1.0SEISMIC DESIGN CATEGORY: DRISK CATEGORY: IIRESPONSE MODIFICATION COEFFICIENT: R = 3.5 (O.M.F.)DESIGN SEISMIC COEFFICIENT: V = 0.194W (STRENGTH)

DESIGN OF FOUNDATION IS BASED ON THE CRITERIA PER GEOTECHNICAL REPORT PREPARED BY: FEI TESTING AND INSPECTION.PROJECT #: 2186029DATED: MARCH 27, 2018

ALLOWABLE SOIL BEARING PRESSURE: DEAD + LIVE = 2000 PSF

WASH BAY

MAINTENANCE

ADMIN

COVERED PARKING

KEY PLAN

SCALE: NOT TO SCALE

N

BUILDING OWNER

GREATER ALBANY PUBLIC SCHOOLS

718 SEVENTH AVENUE SOUTHWESTALBANY, OR 97321PHONE: 541-967-4501

CONTACT: RUSSELL ALLENEMAIL: [email protected]

ARCHITECT

GLAS ARCHITECTS, LLC

115 WEST 8TH AVENUE, SUITE 285EUGENE, OR 97401PHONE: 541-686-2014

CONTACT: TRACE WARD, JESSE GRANTEMAIL: [email protected]

[email protected]

CONSULTANTS

CIVIL ENGINEER

63 EAST ASH STREETLEBANON, OREGON 97355PHONE: (541) 451-5125FAX: (541) 451-1366

CONTACT: BRIAN VANDETTA, BOBBY PICKERINGEMAIL: [email protected], [email protected]

UDELL ENGINEERING & LAND SURVEYING, LLC

STRUCTURAL ENGINEER

296 EAST 5TH AVENUE, SUITE 302EUGENE, OREGON 97401PHONE: (541) 349-1701FAX: (541) 349-1702

CONTACT: VICKKI BOURCIER, ANDREW VAN STRAATENEMAIL: [email protected],

[email protected]

HOHBACH-LEWIN

MECHANICAL/PLUMBING ENGINEER

2007 SE ASH STREETPORTLAND, OREGON 97214PHONE: (503) 234-0548

CONTACT: SCOTT MILLER, TAMMY FLAKEMAIL: [email protected],

[email protected]

MFIA

ELECTRICAL ENGINEER

6446 FAIRWAY AVENUE SE, SUITE 220SALEM, OREGON 97306PHONE: (503) 584-1576

CONTACT: BEN PERRY, ETHAN CLOSEEMAIL: [email protected],

[email protected]

LANDIS CONSULTING

LANDSCAPE ARCHITECTURE

474 WILLAMETTE STREET, SUITE 305EUGENE, OREGON 97401PHONE: (541) 683-5803FAX: (541) 683-8183

CONTACT: DAVID DOUGHERTY, ERIC PARSONSEMAIL: [email protected], [email protected]

DLA INC.

OWNER'S RESENTATIVE

HMK COMPANY

403 EST 1ST AVENUE, SUITE 7ALBANY, OR 97321PHONE: 971-304-0710

CONTACT: SKIP HAMILTONEMAIL: [email protected]

A101

1SIM

DETAIL MARK

DRAWING LETTER

DETAIL NO.

SIMILAR - IF INDICATED

1

A101

Room name

101

1' - 0"

0

1

A101

SIM

Door #

ELEVATION MARK

KEYED NOTE

DRAWING NUMBER

DRAWING

NORTH ARROW

ROOM NAME / NUMBER

CEILING HEIGHT

GRID CALLOUT

SECTION CALLOUT

DOOR SYMBOL

ELEVATION CALLOUT

DRAWING NUMBER

SHEET NUMBER

SIMILAR - IF INDICATED

1

1

1

1

N

SYMBOLS

PROJECT SITE

SW

FE

RR

Y S

T

SW QUEEN AVE

MA

RIO

N S

T S

E

34TH AVE SE

CONSULTANTS

COPYRIGHT 2020

PROJECT # DATE

1-A0.00

TITLE SHEET

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TRANSPORTATION FACILITY

SOUTHWEST FERRY STREETALBANY, OR 97322

GREATER ALBANY PUBLIC SCHOOLS

VICINITY MAP

SCALE: NOT TO SCALE

N

ARCHITECTURAL - PACKAGE 1

1-A0.00 TITLE SHEET

1-A1.01 SITE PLAN

1-A2.01 OVERALL FLOOR PLAN

1-A2.06 ROOF PLAN

1-A3.01 ELEVATIONS

1-A3.02 ELEVATIONS

1-A4.01 BUILDING SECTIONS

1-A4.02 BUILDING SECTIONS

1-A7.01 TYPICAL ASSEMBLIES

1-A8.01 SCHEDULES - DOORS, FRAMES, AND WINDOWS

SHEET INDEX

REVISIONS

NO DESCRIPTION DATE

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ADMIN OFFICES

DRIVER SUPPORT

DRIVE THROUGH WASH BAY

BUS MAINTENANCE

OPEN, COVERED BUS PARKING

165'

- 0"

91' -

10"

187'

- 10

"

ONE WAY ONE WAY

ONE WAY

M

SITE PLAN LEGEND

1. SURVEY INFORMATION IS BASED ON SURVEY PROVIDED BY UDELL ENGINEERING, LLC DATED AUGUST 31, 2017. REFERENCE EXISTING CONDITIONS PLAN FOR SCOPE OF SITE DEMOLITION. CONTRACTOR SHALL VISIT THE SITE TO VERIFY ALL EXISTING CONDITIONS PRIOR TO BIDDING.

2. DIMENSIONS SHOWN ARE TO THE OUTSIDE FACE OF SLAB EDGE, ASPHALT SIDE OF CURBS AND WALKS U.N.O.

GENERAL NOTES

PROPERTY LINE

NEW CONCRETE WALK WITH REINFORCING, SEE CIVIL DRAWINGS

ADA TACTILE WARNING SURFACE TEXTURE, SEE DETAIL

PRESERVED WETLANDS

STRIPING, 4" PAINT, TYP

TREE, SEE LANDSCAPE PLAN

WATER QUALITY SWALE

BUILDING OUTLINE

CONSULTANTS

COPYRIGHT 2020

PROJECT # DATE

1-A1.01

SITE PLAN

TRA

NSP

OR

TATI

ON

FA

CIL

ITY

01.20.202017014

SOU

THW

EST

FER

RY

STR

EET

ALB

AN

Y, O

R 9

7322

GR

EATE

R A

LBA

NY

PUB

LIC

SC

HO

OLS

PAC

KA

GE

1

1" = 30'-0"1-A1.01

1 SITE PLAN - PACKAGE 1N

REVISIONS

NO DESCRIPTION DATE

traceaward

1

ACDF

2

BE

3

4

2

1-A4.01

3

1-A4.01

1

1-A4.01

1

1-A4.02

2

1-A4.02

1-A3.012

1-A3.01

3

1-A3.01

4

1-A3.02 1

1-A3.02 21-A3.011

3

1-A4.02

52' - 3" 6' - 3" 53' - 6"

8' - 6" 45' - 0" 5' - 0" 45' - 0" 8' - 6"

14

' -

6"

24

' -

0"

24

' -

0"

24

' -

0"

24

' -

0"

24

' -

0"

24

' -

0"

24

' -

0"

27

' -

0"

24

' -

6"

24

' -

0"

24

' -

0"

24

' -

0"

22

' -

0"

18

' -

6"

26

' -

3"

24

' - 1

0"

18

' - 1

1"

23

' -

6"

3' -

8"

PORTAL FRAME

PORTAL FRAME

PORTAL FRAME

PORTAL FRAME

PORTAL FRAME

PORTAL FRAME

PORTAL FRAME

PORTAL FRAME

3' -

6"

8' -

0"

26

' -

8"

4' - 0"

70' - 0" 21' - 0"

12

' -

0"

24

' -

0"

24

' -

6"

24

' -

0"

24

' -

0"

13

' -

8"

8' -

4"

14

' -

6"

24

' -

6"

11

' -

4"

11

' -

9"

17

' -

2"

7' -

9"

7' -

6"

3' - 9"

12

' -

3"

34

' -

0"

14

' -

3"

24

' -

0"

24

' -

0"

13

' -

9"

5' -

3"

15

' -

0"

9' -

0"

6' -

8"

9' -

6"

10

' -

2"

7' -

9"

7' -

10

"1

6' -

2"

7' -

10

"7

' -

7"

2' - 6"

2-HOUR FIRE RATED WALL

13

7' -

0"

93

' -

6"

18

6' -

2"

DS

DS

DS

DS DS

DS

DS

DS

DS

DS

DS

DS

DS

DSDS

DS

DS

DS

3' - 6"

1. ALL GRIDLINES ARE TO CENTERLINE OF COLUMN, FACE OF STUD, OR FACE OF CMU, U.N.O.

2. ALL WALL DIMENSIONS ARE TO FACE OF STUD OR FACE OF CMU, U.N.O.

3. COORDINATE ALL UNDERSLAB UTILITIES WITH PLUMBING, MECHANICAL, ELECTRICAL, AND TECHNOLOGY DRAWINGS.

GENERAL NOTES

FLOOR PLAN LEGEND

DOOR

2-HOUR FIRE RATED WALL CONSTRUCTION, SEE

EXTERIOR WALL TYPE 1, SEE

DS DOWNSPOUT - CONNECT TO STORM DRAIN SYSTEM, SEE CIVIL AND PLUMBING

EXTERIOR WALL TYPE 2, SEE8

A7.01

EXTERIOR WALL TYPE 3, SEE10

1-A7.01

6

1-A7.01

7

1-A7.01

15

1-A7.01

9

1-A7.01

13

1-A7.01

14

1-A7.01 CONSULTANTS

COPYRIGHT 2020

PROJECT # DATE

1-A2.01

OVERALL FLOOR PLAN

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1/16" = 1'-0"1-A2.01

1 OVERALL FLOOR PLAN - PACKAGE 1N

REVISIONS

NO DESCRIPTION DATE

traceaward

1

ACDF

2

BE

3

4

2

1-A4.01

3

1-A4.01

1

1-A4.01

1

1-A4.02

2

1-A4.02

1" / 12" 1" / 12"

1" / 12" 1" / 12"

1" / 12"

(294) PHOTOVOLTAIC PANELS MOVED FROM CURRENT FACILITY, ALLOW FOR 3.5 PSF ADDITIONAL DEAD LOAD ACROSS DESIGNATED AREA FUTURE SPACE FOR PHOTOVOLTAIC

ARRAY EXPANSION, ALLOW FOR 3.5 PSF ADDITIONAL DEAD LOAD ACROSS DESIGNATED AREA

GUTTER

GUTTER

RIDGE

RIDGE

RIDGE

GUTTERGUTTER

GUTTER

GUTTER

1" / 12" 1" / 12"

GUTTER

GUTTER

RIDGE

3

1-A4.02

PV

PV

PV

VEHICLE EXHAUST PIPE

6" BOILER AIR INLET, SEE MECHANICAL

6" BOILER EXHAUST, SEE MECHANICAL

GAS VENT, SEE MECHANICAL 1" / 12"

FALL PROTECTION ANCHOR POINT, DESIGN LOADING FOR ANCHOR TO BE 5,000 LBS IN ANY DIRECTION, TYP

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ




DS

DS

DS

DS

DS

DS

DS

DS DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

COORDINATE PURLIN PLACEMENT W/ SKYLIGHT OPENING

8' -

0"

8' -

0"

8' -

0"

10

' -

2"

5' - 0" 6' - 0"

ROOF TYPE B

ROOF TYPE A

ROOF TYPE A

ROOF TYPE B

ROOF HATCH

ACCESS LADDER

1. ALL GRIDLINES ARE TO CENTERLINE OF COLUMN, FACE OF STUD, OR FACE OF CMU, U.N.O.

2. ALL WALL DIMENSIONS ARE TO FACE OF STUD OR FACE OF CMU, U.N.O.

3. DURING ROOF KEEP ROOF AND SURROUNDING SURFACES CLEAN AND FREE OF EXCESS MATERIALS, FASTENERS, AND DEBRIS.

GENERAL NOTES

ROOF PLAN LEGEND

DS DOWNSPOUT - CONNECT TO STORM DRAIN SYSTEM, SEE CIVIL AND PLUMBING

PV PLUMBING VENT, SEE PLUMBING

FALL PROTECTION ANCHOR POINT

5' LONG SKYLIGHT BETWEEN ROOF RIBS

CONSULTANTS

COPYRIGHT 2020

PROJECT # DATE

1-A2.06

ROOF PLAN

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1/16" = 1'-0"1-A2.06

1 ROOF PLAN - ADMIN - PACKAGE 1N

REVISIONS

NO DESCRIPTION DATE

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EXTERIOR GRADE-0' - 6"

T.O. WALL19' - 9"

123

FFE0' - 0"

2

1-A4.01

1

1-A4.01

T.O. FOOTING-1' - 4"

3

1-A4.02

MA

TC

HLIN

E

SE

E/

11-A

3.0

1

METAL WALL PANEL 1 LOUVER, CENTER OVER DOOR

DOWNSPOUT DOWNSPOUT DOWNSPOUT DOWNSPOUT DOWNSPOUT DOWNSPOUT

113A130K 130J 130I 130H 131E 131C

121B

C D E

AAAA

BBBB

A

J

3' - 1" 5' - 10"

14

' -

0"

14

' -

0"

LOUVER, TYP

CMU WAINSCOT

ROOF TYPE BROOF TYPE AROOF TYPE A

3' -

0"

2' -

6"


T.O. WALL19' - 9"

A C D FB E

MECH. ATTIC10' - 0"

FFE0' - 0"

1

1-A4.02


7' - 5"3' - 2"

3' - 4"

2' - 2"

14

' -

3"

3' -

2"

EXHAUST FAN

METAL WALL PANEL 1

2' -

2"

130G

CMU WAINSCOT

3' -

0"


T.O. WALL19' - 9"

ACDF BE

FFE0' - 0"

2

1-A4.02


METAL WALL PANEL 1

AA

1' - 9" 1' - 6"

CMU WAINSCOT

2' -

6"

3' -

0"

3' -

0"


T.O. WALL19' - 9"

34

FFE0' - 0"

3

1-A4.01


MA

TC

HLIN

E

SE

E/

21-A

3.0

1

DOWNSPOUT DOWNSPOUT DOWNSPOUT DOWNSPOUTPORTAL FRAME PORTAL FRAME

ROOF TYPE B

PAINTED EXPOSED STRUCTURAL BENT, TYP CONSULTANTS

COPYRIGHT 2020

PROJECT # DATE

1-A3.01

ELEVATIONS

TR

AN

SP

OR

TA

TIO

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AC

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01.20.202017014

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E 1

1/8" = 1'-0"1-A3.01

2 EAST ELEVATION - NORTH - PACKAGE 1

1/8" = 1'-0"1-A3.01

3 NORTH ELEVATION - PACKAGE 1 1/8" = 1'-0"1-A3.01

4 SOUTH ELEVATION - PACKAGE 1

1/8" = 1'-0"1-A3.01

1 EAST ELEVATION - SOUTH - PACKAGE 1

REVISIONS

NO DESCRIPTION DATE

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T.O. WALL19' - 9"

1 2 3

FFE0' - 0"

2

1-A4.01

1

1-A4.01


3

1-A4.02

MA

TC

HLIN

E

SE

E/

21-A

3.0

2

METAL WALL PANEL 1 LOUVER

DOWNSPOUTDOWNSPOUT DOWNSPOUT DOWNSPOUT DOWNSPOUT DOWNSPOUT

122B130A130B130C130D130E130F103 113B 119B

B

A A

B B

7' -

6"

14' - 10"

CMU WAINSCOT

ROOF TYPE B ROOF TYPE A ROOF TYPE A

3' -

0"

2' -

6"


T.O. WALL19' - 9"

3 4

FFE0' - 0"

3

1-A4.01


MA

TC

HLIN

E

SE

E/

11-A

3.0

2

DOWNSPOUT DOWNSPOUT DOWNSPOUT DOWNSPOUTPORTAL FRAMEPORTAL FRAME

ROOF TYPE B

CONSULTANTS

COPYRIGHT 2020

PROJECT # DATE

1-A3.02

ELEVATIONS

TR

AN

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TA

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AC

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01.20.202017014

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PA

CK

AG

E 1

1/8" = 1'-0"1-A3.02

1 WEST ELEVATION - NORTH - PACKAGE 1

1/8" = 1'-0"1-A3.02

2 WEST ELEVATION - SOUTH - PACKAGE 1

REVISIONS

NO DESCRIPTION DATE

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T.O. WALL19' - 9"

ACDF BE

FFE0' - 0"

1

1-A4.02

1" / 12"

OVERHANG

3' - 0"


LOUVER, TYP

1" / 12"

OVERHANG

3' - 0"

T.O

. B

EN

T F

RA

ME

11

' -

6"

T.O

. B

EN

T F

RA

ME

11

' -

6"

112

AA

1' - 9" 1' - 6"

ROOF ACCESS LADDER

ROOF HATCH

FOUNDATION AND SLAB DESIGN IN FUTURE PACKAGE

PROVIDE ADDITIONAL GIRTS @ 16" O.C. UP TO TOP OF WAINSCOT FOR CMU ATTACHMENT, TYP


T.O. WALL19' - 9"

ACDF BE

FFE0' - 0"

2

1-A4.02

1" / 12"1" / 12"

T.O

. B

EN

T F

RA

ME

14

' -

3"

T.O

. B

EN

T F

RA

ME

14

' -

3"


120B

2' - 6"

OVERHANG

3' - 0"

OVERHANG

3' - 0"

STRUCTURAL BENT BASE PLATE 16" BELOW FFE,TYP



T.O. WALL19' - 9"

ACDF BE

FFE0' - 0"

1

1-A4.02

1" / 12"1" / 12"

T.O

. B

EN

T F

RA

ME

20

' -

1"


OVERHANG

3' - 0"

OVERHANG

3' - 0"

T.O

. B

EN

T F

RA

ME

20

' -

1"

STRUCTURAL BENT BASE PLATE 16" BELOW FFE, TYP



CONSULTANTS

COPYRIGHT 2020

PROJECT # DATE

1-A4.01

BUILDING SECTIONS

TR

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01.20.202017014

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AG

E 1

1/8" = 1'-0"1-A4.01

2 E/W SECTION - ADMIN - PACKAGE 1

1/8" = 1'-0"1-A4.01

3 E/W SECTION - COVERED PARKING - PACKAGE 1

1/8" = 1'-0"1-A4.01

1 E/W SECTION - MAINTENANCE - PACKAGE 1

REVISIONS

NO DESCRIPTION DATE

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T.O. WALL19' - 9"

1 2 3

FFE0' - 0"

2

1-A4.01

1

1-A4.01

OVERHANG

1' - 0"

OVERHANG

1' - 0"


3

1-A4.02

MA

TC

HLIN

E

SE

E/

21-A

4.0

2

EXTERIOR WALL TYPE 5A EXTERIOR WALL TYPE 5A

INTERIOR WALL TYPE 4A




T.O. WALL19' - 9"

3 4

FFE0' - 0"

3

1-A4.01


OVERHANG

1' - 0"

MA

TC

HLIN

E

SE

E/

11-A

4.0

2

OVERHANG

4' - 0"


T.O. WALL19' - 9"

ACDF BE

FFE0' - 0"

1

1-A4.02


T.O

. B

EN

T F

RA

ME

14

' -

1"

T.O

. B

EN

T F

RA

ME

14

' -

1"

OVERHANG

3' - 0"

OVERHANG

3' - 0"

STRUCTURAL BENT BASE PLATE 16" BELOW FFE,TYP

EXPOSED BENT TO BE HOT-DIP GALVANIZED AT WASH BAY


CONSULTANTS

COPYRIGHT 2020

PROJECT # DATE

1-A4.02

BUILDING SECTIONS

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1/8" = 1'-0"1-A4.02

1 N/S SECTION - NORTH - PACKAGE 1

1/8" = 1'-0"1-A4.02

2 N/S SECTION - SOUTH - PACKAGE 1

1/8" = 1'-0"1-A4.02

3 E/W SECTION - WASH BAY - PACKAGE 1

REVISIONS

NO DESCRIPTION DATE

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METAL ROOF PANEL 1

R-19 BATT INSULATION

Z-PURLINS

T.O. BENT FRAME

R-11 BATT INSULATION

PANEL CLIP

THERMAL SPACER

METAL ROOF PANEL 1

Z-PURLINS

T.O. BENT FRAME

METAL ROOF PANEL 2

Z-PURLINS

T.O. BENT FRAME

BENT FRAME BEYOND

Z-GIRT

2 1/2" FOIL FACED RIGID INSULATION PANEL (R-16 MINIMUM)

METAL WALL PANEL 1

WEATHER RESISTIVE BARRIER

2 1/2" STEEL STUD FURRING AT 16" O.C.

5/8" GYPSUM BOARD

NOTE: GIRTS OCCUR IN THE SAME PLANE AS PRIMARY FRAMING SYSTEM

4" x 8" x 16" GROUND FACE CMU

Z-GIRT AT 16" O.C.




5/8" GYPSUM BOARD

1" AIR GAP

MASONRY CLIPS

LIGHT GAGUE VERTICAL MEMBER AT 16" O.C.


Z-GIRT

METAL WALL PANEL 1

STRUCTURE BEYOND


Z-GIRT


MASONRY CLIPS


BENT FRAME BEYOND

Z-GIRT

2 1/2" SCRIM FACED RIGID INSULATION PANEL (R-16 MINIMUM)

METAL WALL PANEL 1


2 1/2" STEEL STUD FURRING AT 16" O.C., WHERE OCCURS

3/4" PLYWOOD WHERE OCCURS



Z-GIRT

2 1/2" SCRIM FACED RIGID INSULATION PANEL (R-16 MINIMUM)


2 1/2" STEEL STUD FURRING AT 16" O.C., WHERE OCCURS

3/4" PLYWOOD WHERE OCCURS

1" AIR GAP

MASONRY CLIPS

LIGHT GAGUE VERTICAL MEMBER AT 16" O.C.


Z-GIRT


(2) 5/8" GYPSUM BOARD BOTH SIDES

5/8" GYPSUM BOARD

FIBERGLASS BATT

2 HOUR RATED ASSEMBLY - COMPLY WITH UL DESIGN NO. U489


Z-GIRT


METAL WALL PANEL 1



(2) 5/8" GYPSUM BOARD BOTH SIDES

FIBERGLASS BATT

2 HOUR RATED ASSEMBLY - COMPLY WITH UL DESIGN NO. U489


CONSULTANTS

COPYRIGHT 2020

PROJECT # DATE

1-A7.01

TYPICAL ASSEMBLIES

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3" = 1'-0"1-A7.01

1 ROOF TYPE A - PACKAGE 1 3" = 1'-0"1-A7.01

2 ROOF TYPE B - PACKAGE 1 3" = 1'-0"1-A7.01

3 ROOF TYPE C - PACKAGE 1

3" = 1'-0"1-A7.01

6 EXTERIOR WALL TYPE 1A - PACKAGE 1 3" = 1'-0"1-A7.01

7 EXTERIOR WALL TYPE 1B - PACKAGE 1 3" = 1'-0"1-A7.01

10 EXTERIOR WALL TYPE 3A - PACKAGE 1

3" = 1'-0"1-A7.01

15 EXTERIOR WALL TYPE 3B - PACKAGE 1

3" = 1'-0"1-A7.01

8 EXTERIOR WALL TYPE 2A - PACKAGE 1 3" = 1'-0"1-A7.01

9 EXTERIOR WALL TYPE 2B - PACKAGE 1

3" = 1'-0"1-A7.01

13 2-HR FIRE RATED INTERIOR WALL TYPE 4A - PACKAGE 1 3" = 1'-0"1-A7.01

14 2-HR FIRE RATED EXTERIOR WALL TYPE 5A - PACKAGE 1

REVISIONS

NO DESCRIPTION DATE

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Stamp

TYPE A FLUSH -

PAIR WHERE OCCURS

TYPE B SINGLE LITE -PAIR WHERE

OCCURS

TYPE C HALF LITE

W

H HH

W W

H

W

TYPE FLARGE OVERHEAD

SECTIONAL

H

W

W

H

TYPE A TYPE B TYPE F

W

H

2' -

0"

2' -

4"

A

3' -

6"

10' - 0" 1' - 8"

2' -

6"

B C

2' - 10"

1' -

8"

2' - 2" 3' - 2"

2' -

2"

3' -

0"

D E

5' - 0"

6' -

8"

2' -

6"

3' - 6"

9' -

2"

FFE0' - 0"

H2

' -

4"

W

2' -

8"

H

W


12' - 0"

7' -

0"

7' -

0"

1. OPENING SIZES SHOWN FOR REFERENCE DOORS ARE PROVIDED IN A FUTURE BID PACKAGE. BUILDING MANUFACTURER SHALL PROVIDE OPENINGS AT DOORS INDICATED. CONFIRM OPENING SIZES PRIOR TO MANUFACTURE AND ADJUST SIZE AS REQUIRED.

GENERAL NOTES

CONSULTANTS

COPYRIGHT 2020

PROJECT # DATE

1-A8.01

SCHEDULES - DOORS,

FRAMES, AND

WINDOWS

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E 1

1/4" = 1'-0"

DOOR TYPES - PACKAGE 1 1/4" = 1'-0"

FRAME TYPES - PACKAGE 1

DOOR AND FRAME SCHEDULE - PACKAGE 1

DOOR

NO.

DOOR FRAME

WIDTH HEIGHT TYPE TYPE

103 3' - 0" 7' - 0" A A

112 3' - 0" 7' - 0" A A

113A 6' - 0" 7' - 0" B B

113B 6' - 0" 7' - 0" B B

119B 3' - 0" 7' - 0" A A

120B 3' - 0" 7' - 0" A A

121B 3' - 0" 7' - 0" A A

122B 6' - 0" 7' - 0" A A

130A 3' - 0" 7' - 0" C F

130B 16' - 0" 14' - 0" F A

130C 16' - 0" 14' - 0" F A

130D 16' - 0" 14' - 0" F A

130E 16' - 0" 14' - 0" F A

130F 16' - 0" 14' - 0" F A

130G 3' - 0" 7' - 0" C B

130H 16' - 0" 14' - 0" F A

130I 16' - 0" 14' - 0" F A

130J 16' - 0" 14' - 0" F A

130K 3' - 0" 7' - 0" C F

131C 16' - 0" 14' - 0" F A

131E 3' - 0" 7' - 0" C F

1/4" = 1'-0"

LOUVER TYPES - PACKAGE 1

1/4" = 1'-0"A

TYPE A - PACKAGE 1

1/4" = 1'-0"B

TYPE B - PACKAGE 1

1/4" = 1'-0"D

TYPE D - PACKAGE 1

1/4" = 1'-0"I

TYPE I - PACKAGE 1

1/4" = 1'-0"J

TYPE J - PACKAGE 1

WINDOW TYPES - PACKAGE 11/4" = 1'-0"

REVISIONS

NO DESCRIPTION DATE

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Stamp

transportation facility - amazon web services · gb gyp hbq hdg hm id info insul int mh max mech...

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