NOTE

3D VIEW SHOWN FOR VISUAL

DEMONSTRATION AND CLARITY ONLY, AND

SHOULD NOT BE USED FOR CONSTRUCTION

PROVIDE SUPPORT FOR OVERHEAD FAN. SEE

MECHANICAL DRAWINGS FOR INFORMATION.

ESTIMATED COLUMN REACTIONS (KIPS, SERVICE LEVEL)

COLUMN

DEAD LOAD ROOF LIVE LOAD SEISMIC (X-DIR) SEISMIC (Z-DIR) WIND (X-DIR) WIND (Z-DIR)

X Y Z X Y Z X Y Z X Y Z X Y Z X Y Z

C1

C2

X

Z

SNOW

X Y Z

±1.0 +9.0 ±3.0 ±1.0 +6.0 ±3.0 ±9.0 ±3.0 ±0.0 +12.0 -28.0

±3.0 ±14.0 ±10.0+12.0 -13.0

+17.0 -9.0

±6.0 ±11.0+9.0 -5.0

±1.0 +12.0 ±5.0

±2.0 +12.0 ±2.0 ±2.0 +8.0 ±2.0 ±9.0 ±1.0±9.0 ±0.0 +29.0 -18.0

±14.0 ±20.0 ±14.0 +8.0 -10.0

±12.0 ±16.0 +9.0 -12.0

±3.0 +18.0 ±3.0

V1 V2 V3 V4 V5 V6

VA

VB

VC

C1 C2 C2 C2 C2 C1

C1 C2 C2 C2 C2 C1

19'-9" 20'-0" 20'-0" 20'-0" 19'-9"

'-5

'-5

ASSUMED LOCATION OF BRACED FRAME

TYP (6) LOCATIONS

PRE-ENGINEERED METAL BUILDING DEFLECTION

AND DRIFT LIMITS:

VERTICAL DEFLECTIONS

ROOF MEMBERS

SNOW LOAD DEFLECTION FOR MEMBERS SUPPORTING NON-PLASTER CEILING L/240

TOTAL LOAD DEFLECTION FOR MEMBERS SUPPORTING NON-PLASTER CEILING L/180

SNOW LOAD DEFLECTION FOR MEMBERS NOT SUPPORTING CEILING L/180

SLOW LOAD DEFLECTION FOR SECONDARY MEMBERS AT FORMED METAL ROOFING ONLY L/150

TOTAL LOAD DEFLECTION FOR MEMBERS NOT SUPPORTING CEILING L/120

TOTAL LOAD DEFLECTION AT FORMED METAL ROOF (WITH NO ADDITIONAL ROOF COVERING) L/60

TOTAL LOAD DEFLECTION AT MEMBERS SUPPORTING MASONRY WALLS AND LINTELS L/600 < 3/8"

DEAD LOAD DEFLECTION PRIOR TO CLADDING FOR SPANDRELS SUPPORTING CLADDING LOADS 3/8"

TOTAL DEAD LOAD DEFLECTION FOR SPANDRELS SUPPORTING CLADDING LOADS L/480 < 5/8"

0.5*LL OR 0.5*SL DEFLECTION FOR SPANDRELS AT PRECAST OR STONE PANELS AND AT GLAZING L/360 < 1/2"

TOTAL DEAD LOAD DEFLECTION FOR SPANDRELS SUPPORTING HEAVY CLADDING LOADS L/600 < 3/8"

( >25% BEAM DEAD LOAD) INCLUDING MASONRY

NOTES:

1. STIFFER ROOF MEMBERS MAY BE REQUIRED TO SATISFY ROOF PONDING REQUIREMENTS. PRE-ENGINEERED METAL

BUILDING DESIGNER SHALL MAINTAIN POSITIVE ROOF DRAINAGE UNDER [D+0.5*S] [D+5 PSF] LOAD COMBINATION.

2. SPANDREL MEMBERS MAY REQUIRE STIFFER DEFLECTION REQUIREMENTS. PRE-ENGINEERED METAL BUILDING DESIGNER

SHALL COORDINATE VERTICAL DEFLECTION REQUIREMENTS WHERE STRUCTURAL MEMBERS INTERACT WITH ARCHITECTURAL ELEMENTS AND WHERE CLADDING WEIGHT EXCEEDS 25% OF THE TOTAL DEAD LOAD ON SPANDREL BEAM.

ROOF MEMBERS

TOTAL LOAD ON FLOOR MEMBERS L/240

LIVE LOAD ON FLOOR MEMBERS L/360

HORIZONTAL DEFLECTIONS

EXTERIOR WALLS/GIRTS (OUT-OF-PLANE)

EXTERIOR WALLS WITH METAL PANELS SIDING AND NO INTERIOR GYP L/90

EXTERIOR WALLS WITH FLEXIBLE FINISHED (GYP BOARD, METAL PANEL, ETC) L/120

EXTERIOR WALLS WITH OTHER BRITTLE FINISHED (MASONRY, ETC) L/240 < 1.5"

EXTERIOR WALLS WITH PLASTER OR STUCCO FINISHED L/360

NOTES:

1. WIND LOAD - IBC 2012 OR LATER - 0.42*ULTIMATE LEVEL COMPONENT AND CLADDING PRESSURES

BUILDING DRIFT

WIND DRIFT FOR FORMED METAL SIDED BUILDINGS H/180

SEISMIC LOADS - STORY DRIFTS H/180

NOTES:

1. WIND LOAD - IBC 2012 OR LATER - 0.42*MAIN FORCE RESISTING SYSTEM PRESSURES AS CALCULATED BY THE

PRE-ENGINEERED METAL BUILDING DESIGNER (ADJUST FROM 50 YEAR WIND TO 10 YEAR WIND)

SCALE:1

ASSUMED PEMB FRAME LAYOUT

SCALE: NTS2

ASSUMED PEMB FOUNDATION LOADS

Architects Engineers, Inc.

www.brph.com Copyright © 2026

19020 33rd Ave W, Suite 500 Lynnwood, Washington 98036 T 425-921-3500

Alaska Business Entity Number: 56725F

These plans are protected by Federal Copyright protection. Unauthorized use may result in an infringement action.

Offices in Melbourne, Orlando, Atlanta, Lynnwood, Charleston and Huntsville

DOCUMENT HISTORY

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DATE

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09/24/2024

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C09729.001

S-007

05/08/2026

PEMB

REQUIREMENTS

BRIAN LEE SAYRE

ALASKA SE 215775

Y

Z

X

1 06/03/26 REVISION 1

LEGEND:

NOTES:

1. SEE SHEET SERIES S-00X FOR GENERAL NOTES AND ABBREVIATIONS.

2. COORDINATE ALL WALL DIMENSIONS AND OPENING LOCATIONS WITH

ARCHITECTURAL DRAWINGS.

3. COORDINATE ALL FLOOR PENETRATIONS FOR UTILITIES WITH

MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS. REFER TO S-007

FOR FRAMING REQUIREMENTS.

4. COORDINATE SIZES AND LOCATIONS WITH MECHANICAL AND ELECTRICAL

DRAWINGS AND MANUFACTURER INFORMATION. MECHANICAL/ELECTRICAL

EQUIPMENT LOCATED ON ELEVATED SLAB SHALL BE PLACED ON STEEL

SUPPORTS/RAILS.

5. SEE CIVIL AND ARCHITECTURAL DRAWINGS FOR EXTERIOR CONCRETE

SLAB LOCATIONS, EXTENTS, SLOPES, CONTROL JOINT LOCATIONS AND

ELEVATIONS.

LOX DUMP PER DETAIL 1/S-5031

KEY NOTES:

SHARK PAD, SEE EXTERIOR PAD DETAIL 4/S-503 2

VEHICLE RUNWAY PER CIVIL3

SOUTH RAT SLAB PER S-1334

VIB BUILDING PER S-1015

LAUNCH PAD PER S-1306

EAST COMMODITY PAD PER S-1317

WEST COMMODITY PAD PER S-1328

L/M RUNWAY PER S-1309

VIB DRIVEWAY PER CIVIL10

LAUNCH PAD L/M RUNWAY VEHICLE RUNWAY

VIB BUILDING

WEST BERM

EAST BERM

EAST COMMODITY PAD

WEST COMMODITY PAD

SHARK PAD

TRENCHES

SOUTH

RAT SLAB

LOX DUMP POND

VIB DRIVEWAY

Architects Engineers, Inc.

www.brph.com Copyright © 2026

19020 33rd Ave W, Suite 500 Lynnwood, Washington 98036 T 425-921-3500

Alaska Business Entity Number: 56725F

These plans are protected by Federal Copyright protection. Unauthorized use may result in an infringement action.

Offices in Melbourne, Orlando, Atlanta, Lynnwood, Charleston and Huntsville

DOCUMENT HISTORY

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DATE

FOR CONSTRUCTION

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D

E

09/24/2024

02/19/2024

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C :\U se rs

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C09729.001

S-100

05/08/2026

SITE PLAN

BRIAN LEE SAYRE

ALASKA SE 215775

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

SITE PLAN

0 8' 16' 32' 48'

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

NORTH

LEGEND:

NOTES:

1. SEE SHEET SERIES S-00X FOR GENERAL NOTES, SPECIAL INSPECTIONS,

AND ABBREVIATIONS.

2. COORDINATE ALL WALL DIMENSIONS AND OPENING LOCATIONS WITH

ARCHITECTURAL DRAWINGS.

3. SEE ARCHITECTURAL DRAWINGS FOR EXTERIOR CONCRETE SLAB

LOCATIONS, EXTENTS, SLOPES, CONTROL JOINT LOCATIONS AND

ELEVATIONS.

4. COORDINATE ALL UNDER-SLAB UTILITIES WITH MECHANICAL, ELECTRICAL,

AND PLUMBING DRAWINGS PRIOR TO POURING FOUNDATIONS AND SLAB.

PENETRATE WALL FOUNDATIONS OR DROP FOUNDATIONS AS NEEDED

FOR UTILITIES ACCORDING TO DETAILS ON SHEET S-503.

5. PROVIDE HOUSEKEEPING PADS FOR MECHANICAL AND ELECTRICAL

EQUIPMENT AS REQUIRED ON SLAB ON GRADE. COORDINATE SIZES AND

LOCATIONS WITH MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS

AND MANUFACTURER INFORMATION. SEE DETAIL ON SHEET S-503.

6. T/ SLAB ELEVATION = 0'-0" UNO.

7. COORDINATE LOCATIONS OF FLOOR DRAINS WITH ARCHITECTURAL AND

PLUMBING DRAWINGS. SLOPE FLOOR TO DRAIN.

8. COORDINATE LOCATIONS OF DEPRESSED SLABS WITH ARCHITECTURAL

AND PLUMBING DRAWINGS.

9. COORDINATE ALL CURB DIMENSIONS WITH JAMB AND BASE PLATES. SEE

CIVIL DWGS FOR ADD'L INFO.

KEY NOTES:

(3) #6 REINFORCEMENT BETWEEN PEMB COLUMNS. HOOK ENDS INTO

GRADE BEAM FOOTING PER 5/S-501

8" SLAB ON GRADE REINFORCED W/ #5 @ 12" OC T&B EW

V1 V2 V3 V4 V5 V6

VA

VB

VC

LC

1'-3" 19'-9" 20'-0" 20'-0" 20'-0" 19'-9" 1'-3"

7"

'-5

'-5

7"

'-0

'-5

S-501

S-501

S-501

S-501

5'-0"

'-3

7"

2'-0" 5'-6"

1'-3"

'-8

2'

-0

6' -8

'-8

2'

-0

6' -8

1'-3"

5'-6" 2'-0"

6'-8" 2'-0" 6'-8"

2' -0

5'

-6

7"

TYP

V1 V2 V3 V4 V5 V6

VA

VB

VC

LC

19'-9" 20'-0" 20'-0" 20'-0" 19'-9"

'-5

'-5

'-0

'-5

S-501

S-501

S-501

S-501

2'-4"1'-2" 20'-0"

'-9

7' -4

6'-10"

7'-4"

6' -1

0"

7' -4

6'-10"

TYP

2'-0"

T Y

P 2'

-0

4' -0

3'

-4

3' -7

1' -9

'-0

T Y

P

2' -6

TYP

2'-0"

8'-4" 3'-4" 8'-4"

TYP

2'-6"

T Y

P 2'

-0

3'-4" 49'-4"

4' -0

'-0

5' -4

3'

-4

INTERMEDIATE COL BY

PEMB MFR, (2) LOCATIONS

(GL V1 AND V6)

'-4

TYP

T Y

P

Ls b

S-501

S-501

CJ

C J

C J

C J

C J

JAMB EA SIDE OF OHCD.

SEE ARCH DWGS AND

COORD W/ DOOR MFR.

JAMB EA SIDE OF OHCD.

SEE ARCH DWGS AND

COORD W/ DOOR MFR.

Architects Engineers, Inc.

www.brph.com Copyright © 2026

19020 33rd Ave W, Suite 500 Lynnwood, Washington 98036 T 425-921-3500

Alaska Business Entity Number: 56725F

These plans are protected by Federal Copyright protection. Unauthorized use may result in an infringement action.

Offices in Melbourne, Orlando, Atlanta, Lynnwood, Charleston and Huntsville

DOCUMENT HISTORY

DRAWING NO.

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PROJECT NUMBER

DRAWN BY

DESIGNED BY

ARCH/ENGR OF RECORD

DATE

FOR CONSTRUCTION

54321 6

A

B

C

D

E

09/24/2024

02/19/2024

Corrected office addresses removed boca

C :\U se rs

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05/08/2026

VIB SLAB &

FOUNDATION

PLANS

BRIAN LEE SAYRE

ALASKA SE 215775

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

VIB FOUNDATION PLAN

SCALE: 1/8" = 1'-0"2

VIB SLAB PLAN

0 4' 8' 16' 24'

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

NORTH

1 06/03/26 REVISION 1

L3

PC

PD

P1 P4

S-505

S-504

A

32'-0" 145'-0"

'-0

177'-0"

SEE CIVIL

25'-0"

5'-0" 11'-0" 12'-0" 4'-0"

4'-0" 8'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 6'-0" 11'-0" 36'-0"

4'-0" 28'-0"

96'-0"

4'-0"

'-0

1' -0

S-502

TYP

(61) LOC THIS SHEET

'-0

7'-0"

'-0

CJ

C J

C J

C J

C J

1/S-130

S-500

1' -0

'-9

/2

35'-4" 1'-0" 2'-8" 1'-0"

1%

S

LO

P E

B /T

R E

N C

H

1%

S

LO

P E

B /T

R E

N C

H

B/TRENCH

HIGH POINT

1' -0

1'

-0

1' -0

'-0

'-0

'-0

'-0

LEGEND:

NOTES:

1. SEE SHEET SERIES S-00X FOR GENERAL NOTES AND ABBREVIATIONS.

2. SEE CIVIL AND ARCHITECTURAL DRAWINGS FOR GROUND FLOOR

EXTERIOR CONCRETE SLAB LAYOUT, SLOPES, CONTROL JOINTS AND

ELEVATIONS.

3. COORDINATE ALL UNDER-SLAB UTILITIES WITH MECHANICAL, ELECTRICAL,

AND PLUMBING DRAWINGS PRIOR TO POURING FOUNDATIONS AND SLAB.

PENETRATE WALL FOUNDATIONS OR DROP FOUNDATIONS AS NEEDED

FOR UTILITIES ACCORDING TO DETAILS ON SHEET S-503.

4. T/ SLAB ELEVATION = 0'-0" UNO.

5. COORDINATE LOCATIONS OF FLOOR DRAINS WITH ARCHITECTURAL AND

PLUMBING DRAWINGS. SLOPE FLOOR TO DRAIN.

KEY NOTES:

CJ(XX) = SLAB CONTROL JOINT/CONSTRUCTION JOINT. SEE SHEET S-501 FOR DETAIL.

10" SLAB ON GRADE REINFORCED W/ #5 @ 12" OC T&B EW1

BERM WALL PER SHEET S-504

3 SECURING POINT PER DETAIL 4/S-502

4 STAGE 2 SERVICE TRENCH, PER SHEET S-500

Architects Engineers, Inc.

www.brph.com Copyright © 2026

19020 33rd Ave W, Suite 500 Lynnwood, Washington 98036 T 425-921-3500

Alaska Business Entity Number: 56725F

These plans are protected by Federal Copyright protection. Unauthorized use may result in an infringement action.

Offices in Melbourne, Orlando, Atlanta, Lynnwood, Charleston and Huntsville

DOCUMENT HISTORY

DRAWING NO.

TITLE

PROJECT NUMBER

DRAWN BY

DESIGNED BY

ARCH/ENGR OF RECORD

DATE

FOR CONSTRUCTION

54321 6

A

B

C

D

E

09/24/2024

02/19/2024

Corrected office addresses removed boca

C :\U se rs

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WEST

COMMODITY PAD

SLAB PLAN

BRIAN LEE SAYRE

ALASKA SE 215775

3/16" = 1'-0"1

WEST COMMODITY PAD

0 4' 8' 12' 16'

SCALE: 3/16" = 1'-0"

NORTH

1 06/03/26 REVISION 1

2'-0" 12'-0"

14'-0"

1'-0"

2'-0"

1'-0"

2'-0"

RAT SLAB

T/ GRADE

SEE CIVIL

T/ BERM

+12'-0"

APPROXIMATE GRADE

2' BLOCK

6'-0"

2'-0"12'-0"

14'-0"

1'-0"

2'-0"

1'-0"

2'-0"

RAT SLAB

T/ GRADE

SEE CIVIL

T/ BERM

+12'-0"

APPROXIMATE GRADE

2' BLOCK

6'-0"

RAT SLAB

T/ GRADE

SEE CIVIL

T/ BERM

+12'-0"

2'-0" 2'-0"

96'-0"

S-504

S-505

S-504

92'-0"

Architects Engineers, Inc.

www.brph.com Copyright © 2026

19020 33rd Ave W, Suite 500 Lynnwood, Washington 98036 T 425-921-3500

Alaska Business Entity Number: 56725F

These plans are protected by Federal Copyright protection. Unauthorized use may result in an infringement action.

Offices in Melbourne, Orlando, Atlanta, Lynnwood, Charleston and Huntsville

DOCUMENT HISTORY

DRAWING NO.

TITLE

PROJECT NUMBER

DRAWN BY

DESIGNED BY

ARCH/ENGR OF RECORD

DATE

FOR CONSTRUCTION

54321 6

A

B

C

D

E

09/24/2024

02/19/2024

Corrected office addresses removed boca

C :\U se rs

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05/08/2026

SECTIONS &

DETAILS

BRIAN LEE SAYRE

ALASKA SE 215775

SCALE: 3/16" = 1'-0"1

SECTION

SCALE: 3/16" = 1'-0"2

SECTION

SCALE: 3/16" = 1'-0"A

BERM WALL ELEVATION

0 4' 8' 12' 16'

SCALE: 3/16" = 1'-0"

90° CORNER - NO BATTER (MSE WALL)

'-0

E

X P

O S

E D

H E

IG

H

T

BACKFILL PER

STRUCTURAL NOTES

UNI-AXIAL GEOGRID REINFORCING

TO BE WRAPPED AROUND SOIL.

BOD: SYNTEEN TECHNICAL

FABRICS SF110 OAE

10" COMMODITY PAD PER PLAN

INTERLOCKING

PRECAST BINS

(ECO BLOCK OR

APPROVED EQUAL)

12" SUBBASE. COMPACT IN 9"

MAXIMUM LIFTS TO 95% ASTM D1557

(T Y

P

NOTES:

1. EARTHEN BERM SOIL MAY CONSIST OF NARROW CAPE SANDSTONE OR AGGREGATE.

2. A FINE MESH POLYMER NET IS REQUIRED FOR EROSION CONTROL

1%

(TYP)

2'

SOIL STABILIZATION MESH

OR FABRIC RECOMMENDED

TO IMPROVE SOIL

STABILITY

'-0

M

IN

E

M B

E D

WOOD LIGHT POLE BY OTHERS.

BASE DIAMETER = 16" MIN

TOP DIAMETER = 8" MIN

DIRECT BURY TO EMBED DEPTH SPECIFIED. SEE

ELECTRICAL DRAWINGS FOR MORE INFO.

T/GRADE

Architects Engineers, Inc.

www.brph.com Copyright © 2026

19020 33rd Ave W, Suite 500 Lynnwood, Washington 98036 T 425-921-3500

Alaska Business Entity Number: 56725F

These plans are protected by Federal Copyright protection. Unauthorized use may result in an infringement action.

Offices in Melbourne, Orlando, Atlanta, Lynnwood, Charleston and Huntsville

DOCUMENT HISTORY

DRAWING NO.

TITLE

PROJECT NUMBER

DRAWN BY

DESIGNED BY

ARCH/ENGR OF RECORD

DATE

FOR CONSTRUCTION

54321 6

A

B

C

D

E

09/24/2024

02/19/2024

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C :\U se rs

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05/08/2026

SECTIONS &

DETAILS

BRIAN LEE SAYRE

ALASKA SE 215775

SCALE: 1/4" = 1'-0"2

TYPICAL BERM CORNER DETAIL

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

TYPICAL BERM SECTION

0 1' 2' 4' 6'

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

0 2' 4' 8' 12'

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

SCALE: 1/2" = 1'-0"3

50FT LIGHT POLE FOUNDATION DETAIL

1 06/03/26 REVISION 11