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]
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],
HOHBACH-LEWIN
MECHANICAL/PLUMBING ENGINEER
2007 SE ASH STREETPORTLAND, OREGON 97214PHONE: (503) 234-0548
CONTACT: SCOTT MILLER, TAMMY FLAKEMAIL: [email protected],
MFIA
ELECTRICAL ENGINEER
6446 FAIRWAY AVENUE SE, SUITE 220SALEM, OREGON 97306PHONE: (503) 584-1576
CONTACT: BEN PERRY, ETHAN CLOSEEMAIL: [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
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
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STR
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ALB
AN
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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
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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E 1
1/16" = 1'-0"1-A2.01
1 OVERALL FLOOR PLAN - PACKAGE 1N
REVISIONS
NO DESCRIPTION DATE
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
FALL PROTECTION ANCHOR POINT, DESIGN LOADING FOR ANCHOR TO BE 5,000 LBS IN ANY DIRECTION, TYP
FALL PROTECTION ANCHOR POINT, DESIGN LOADING FOR ANCHOR TO BE 5,000 LBS IN ANY DIRECTION, TYP
FALL PROTECTION ANCHOR POINT, DESIGN LOADING FOR ANCHOR TO BE 5,000 LBS IN ANY DIRECTION, TYP
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
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"
EXTERIOR GRADE-0' - 6"
T.O. WALL19' - 9"
A C D FB E
MECH. ATTIC10' - 0"
FFE0' - 0"
1
1-A4.02
T.O. FOOTING-1' - 4"
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"
EXTERIOR GRADE-0' - 6"
T.O. WALL19' - 9"
ACDF BE
FFE0' - 0"
2
1-A4.02
T.O. FOOTING-1' - 4"
METAL WALL PANEL 1
AA
1' - 9" 1' - 6"
CMU WAINSCOT
2' -
6"
3' -
0"
3' -
0"
EXTERIOR GRADE-0' - 6"
T.O. WALL19' - 9"
34
FFE0' - 0"
3
1-A4.01
T.O. FOOTING-1' - 4"
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
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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
EXTERIOR GRADE-0' - 6"
T.O. WALL19' - 9"
1 2 3
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/
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"
EXTERIOR GRADE-0' - 6"
T.O. WALL19' - 9"
3 4
FFE0' - 0"
3
1-A4.01
T.O. FOOTING-1' - 4"
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
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TA
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01.20.202017014
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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
EXTERIOR GRADE-0' - 6"
T.O. WALL19' - 9"
ACDF BE
FFE0' - 0"
1
1-A4.02
1" / 12"
OVERHANG
3' - 0"
T.O. FOOTING-1' - 4"
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
EXTERIOR GRADE-0' - 6"
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"
T.O. FOOTING-1' - 4"
120B
2' - 6"
OVERHANG
3' - 0"
OVERHANG
3' - 0"
STRUCTURAL BENT BASE PLATE 16" BELOW FFE,TYP
FOUNDATION AND SLAB DESIGN IN FUTURE PACKAGE
EXTERIOR GRADE-0' - 6"
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"
T.O. FOOTING-1' - 4"
OVERHANG
3' - 0"
OVERHANG
3' - 0"
T.O
. B
EN
T F
RA
ME
20
' -
1"
STRUCTURAL BENT BASE PLATE 16" BELOW FFE, TYP
FOUNDATION AND SLAB DESIGN IN FUTURE PACKAGE
PROVIDE ADDITIONAL GIRTS @ 16" O.C. UP TO TOP OF WAINSCOT FOR CMU ATTACHMENT, TYP
CONSULTANTS
COPYRIGHT 2020
PROJECT # DATE
1-A4.01
BUILDING SECTIONS
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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
EXTERIOR GRADE-0' - 6"
T.O. WALL19' - 9"
1 2 3
FFE0' - 0"
2
1-A4.01
1
1-A4.01
OVERHANG
1' - 0"
OVERHANG
1' - 0"
T.O. FOOTING-1' - 4"
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
PROVIDE ADDITIONAL GIRTS @ 16" O.C. UP TO TOP OF WAINSCOT FOR CMU ATTACHMENT, TYP
PROVIDE ADDITIONAL GIRTS @ 16" O.C. UP TO TOP OF WAINSCOT FOR CMU ATTACHMENT, TYP
EXTERIOR GRADE-0' - 6"
T.O. WALL19' - 9"
3 4
FFE0' - 0"
3
1-A4.01
T.O. FOOTING-1' - 4"
OVERHANG
1' - 0"
MA
TC
HLIN
E
SE
E/
11-A
4.0
2
OVERHANG
4' - 0"
EXTERIOR GRADE-0' - 6"
T.O. WALL19' - 9"
ACDF BE
FFE0' - 0"
1
1-A4.02
T.O. FOOTING-1' - 4"
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
FOUNDATION AND SLAB DESIGN IN FUTURE PACKAGE
CONSULTANTS
COPYRIGHT 2020
PROJECT # DATE
1-A4.02
BUILDING SECTIONS
TR
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E 1
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
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.
2 1/2" FOIL FACED RIGID INSULATION PANEL (R-16 MINIMUM)
WEATHER RESISTIVE BARRIER
2 1/2" STEEL STUD FURRING AT 16" O.C.
5/8" GYPSUM BOARD
1" AIR GAP
MASONRY CLIPS
LIGHT GAGUE VERTICAL MEMBER AT 16" O.C.
NOTE: GIRTS OCCUR IN THE SAME PLANE AS PRIMARY FRAMING SYSTEM
Z-GIRT
METAL WALL PANEL 1
STRUCTURE BEYOND
NOTE: GIRTS OCCUR IN THE SAME PLANE AS PRIMARY FRAMING SYSTEM
Z-GIRT
4" x 8" x 16" GROUND FACE CMU
MASONRY CLIPS
NOTE: GIRTS OCCUR IN THE SAME PLANE AS PRIMARY FRAMING SYSTEM
BENT FRAME BEYOND
Z-GIRT
2 1/2" SCRIM FACED RIGID INSULATION PANEL (R-16 MINIMUM)
METAL WALL PANEL 1
WEATHER RESISTIVE BARRIER
2 1/2" STEEL STUD FURRING AT 16" O.C., WHERE OCCURS
3/4" PLYWOOD WHERE OCCURS
NOTE: GIRTS OCCUR IN THE SAME PLANE AS PRIMARY FRAMING SYSTEM
4" x 8" x 16" GROUND FACE CMU
Z-GIRT
2 1/2" SCRIM FACED RIGID INSULATION PANEL (R-16 MINIMUM)
WEATHER RESISTIVE BARRIER
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.
NOTE: GIRTS OCCUR IN THE SAME PLANE AS PRIMARY FRAMING SYSTEM
Z-GIRT
3 1/2" STEEL STUD FURRING AT 16" O.C.
(2) 5/8" GYPSUM BOARD BOTH SIDES
5/8" GYPSUM BOARD
FIBERGLASS BATT
2 HOUR RATED ASSEMBLY - COMPLY WITH UL DESIGN NO. U489
NOTE: GIRTS OCCUR IN THE SAME PLANE AS PRIMARY FRAMING SYSTEM
Z-GIRT
2 1/2" FOIL FACED RIGID INSULATION PANEL (R-16 MINIMUM)
METAL WALL PANEL 1
WEATHER RESISTIVE BARRIER
3 1/2" STEEL STUD FURRING AT 16" O.C.
(2) 5/8" GYPSUM BOARD BOTH SIDES
FIBERGLASS BATT
2 HOUR RATED ASSEMBLY - COMPLY WITH UL DESIGN NO. U489
NOTE: GIRTS OCCUR IN THE SAME PLANE AS PRIMARY FRAMING SYSTEM
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
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
EXTERIOR GRADE-0' - 6"
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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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
