100% Revision 1 - Architectural - Signed.pdf

ARCHITECT, ENGINEERS & CONSULTANTS

VICINITY MAP

LOCATION MAP

NEW CONSTRUCTION

DESCRIPTION OF WORK

DELEGATED DESIGN / DEFERRED SUBMITTALS

THE SCOPE OF WORK FOR THIS PROJECT WILL INCLUDE THE DESIGN AND RECONFIGURATION OF THE AREA 3, PAD-D LAUNCH SITE AS PART OF THE PACIFIC SPACEPORT COMPLEX ON KODIAK ISLAND, ALASKA FOR ALASKA AEROSPACE CORPORATION. THE PROJECT WILL INCLUDE THE

FOLLOWING DESIGN SCOPE:

• THE SITE CIVIL CONFIGURATION AND DEVELOPMENT OF PAD D FROM A 100FT X 100FT GRAVEL SITE TO AN EXPANDED 240FT X 560FT PAD.

a. SITE WORK WILL INCLUDE EXTENSIVE CONCRETE DESIGN INCLUDING COMMODITY PADS, RUNWAYS, LAUNCH PAD, DELUGE

CATCHMENT TRENCH, UTILIDORS, AND BUILDING FOUNDATIONS.

• THE DESIGN OF THE VERTICAL INTEGRATION BUILDING (VIB) THAT WILL BE ASSOCIATED WITH PAD D. THE VIB WILL BE A PRE-ENGINEERED

METAL BUILDING WITH ASSOCIATED UTILITIES.

• SUPPORTING INFRASTRUCTURE FOR WATER STORAGE AND DELUGE TANKS, COMMUNICATIONS, ELECTRICAL, COMPRESSED AIR, POWER

GENERATION, AND OTHER LAUNCH SUPPORT ELEMENTS.

a. THE VIB WILL INCLUDE LOCATING CONNEX STYLE CONTAINERS FOR ELECTRICAL HOUSING, AIR COMPRESSOR, AND OTHER

COMMODITY STORAGE.

THIS PACKAGE WILL BE FOR THE PRE-ENGINEERED METAL BUILDING BID SET AND ASSOCIATED STRUCTURAL CONCRETE. ADDITIONALLY, THE

PACKAGE WILL INCLUDE SITE CONCRETE DESIGN INTENDED FOR EARLY BID.

ARCHITECTURE

BRPH

19020 33RD AVE W,

SUITE 500

LYNNWOOD, WA 98036

KEN LOWERY

425.760.6343 klowery@brph.com www.brph.com

REVISION 1

06/02/2026

NOT TO SCALE

NOT TO SCALE

STRUCTURAL

BRPH

19020 33RD AVE W,

SUITE 500

LYNNWOOD, WA 98036

BRIAN SAYRE

360.589.2904 bsayre@brph.com www.brph.com

PROJECT MANAGER

BRPH

19020 33RD AVE W,

SUITE 500

LYNNWOOD, WA 98036

CHARLES MANNO

206.858.1685 cmanno@brph.com www.brph.com

MECHANICAL/ PLUMBING

BRPH

5700 NORTH HARBOR CITY BLVD

SUITE 400

MELBOURNE, FL 32940

DANIEL QUINONES

321.247.2307 dquinones@brph.com www.brph.com

ELECTRICAL

BRPH

19020 33RD AVE W,

SUITE 500

LYNNWOOD, WA 98036

SUSAN SCHILLER

206.499.2506 sschiller@brph.com www.brph.com

CIVIL

BRPH

5700 NORTH HARBOR CITY BLVD

SUITE 400

MELBOURNE, FL 32940

321.408.8423

JENNIFER HARVIN

jharvin@brph.com www.brph.com

THE FOLLOWING BUILDING COMPONENTS, EQUIPMENT OR SYSTEMS REQUIRE DELEGATED DESIGN SERVICES PROVIDED BY AN OUTSIDE DESIGN PROFESSIONAL. SHOP DRAWINGS FOR THESE WILL BE SUBMITTED TO THE BUILDING OFFICIAL AFTER REVIEW AND APPROVAL FROM THE DESIGNER

OF RECORD.

• PRE-ENGINEERED METAL BUILDING

1. INSULATED METAL WALL PANELS

2. METAL ROOF PANELS

• COLD-FORMED STEEL FRAMING

• SNOW GUARDS

NORTH

NORTH

PROJECT SITE

PROJECT SITE

A K

AF AL

T S

TA

E O

49 TH

S

Kenneth M Lowery No.14640

R EG IST ER ED P R O F E S S I O N A L A R CH IT

ECT

Architects Engineers, Inc.

www.brph.com Copyright © 2026

19020 33rd Ave W | Suite 500 Lynnwood | Washington | 98036 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

ISSUE FOR CONSTRUCTION

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C09729.001

G-001

05/08/2026

COVER SHEET

KEN LOWERY

AK NO. 14640

ALASKA AEROSPACE CORPORATION

PACIFIC SPACEPORT COMPLEX, KODIAK ISLAND, ALASKA

AREA 3 PAD D

ARCHITECTURE

SHEET

NO. SHEET NAME

SHEET

ISSUE DATE

CURRENT

REVISION

CURRENT

REVISION

DATE CURRENT REVISION DESCRIPTION

CURRENT

REVISION

ISSUED

LS-001 CODE SUMMARY 05/08/2026 1 06/02/26 REVISION 1 Yes

A-101 FLOOR PLAN 05/08/2026 1 06/02/26 REVISION 1 Yes

A-191 ROOF PLAN 05/08/2026 1 06/02/26 REVISION 1 Yes

A-201 ELEVATIONS 05/08/2026 No

A-301 BUILDING SECTIONS 05/08/2026 1 06/02/26 REVISION 1 Yes

A-501 DETAILS 05/08/2026 1 06/02/26 REVISION 1 Yes

Total Sheets: 6CIVIL

SHEET

NO. SHEET NAME

SHEET

ISSUE DATE

CURRENT

REVISION

CURRENT

REVISION

DATE CURRENT REVISION DESCRIPTION

CURRENT

REVISION

ISSUED

B-100 TEST PIT LOCATIONS (FOR REFERENCE ONLY) 05/08/2026 No

B-101 TEST PIT LOGS (FOR REFERENCE ONLY) 05/08/2026 No

C-001 CIVIL GENERAL NOTES, LEGEND & ABBREVIATIONS 05/08/2026 No

C-101 DEMOLITION PLAN 05/08/2026 No

C-121 SITE PLAN 05/08/2026 1 06/02/26 REVISION 1 Yes

C-141 GRADING & DRAINAGE PLAN 05/08/2026 1 06/02/26 REVISION 1 Yes

C-161 UTILITY PLAN 05/08/2026 1 06/02/26 REVISION 1 Yes

C-400 CROSS SECTIONS 05/08/2026 No

C-401 CROSS SECTIONS 05/08/2026 No

C-501 SITE DETAILS 05/08/2026 No

C-502 UTILITY DETAILS 05/08/2026 No

C-503 JOINTING DETAILS 05/08/2026 No

C-700 JOINTING PLAN 05/08/2026 No

Total Sheets: 13

ELECTRICAL

SHEET

NO. SHEET NAME

SHEET

ISSUE DATE

CURRENT

REVISION

CURRENT

REVISION

DATE CURRENT REVISION DESCRIPTION

CURRENT

REVISION

ISSUED

E-001 ELECTRICAL LEGEND & ABBREVIATIONS 05/08/26 1 06/02/26 REVISION 1 No

E-002 ELECTRICAL SPECIFICATIONS 05/08/26 1 06/02/26 REVISION 1 No

E-101 ELECTRICAL PLAN 05/08/26 No

EL-101 ELECTRICAL LIGHTING PLAN 05/08/26 No

E-121 SITE PLAN 05/08/26 No

E-122 SITE GROUNDING 05/08/26 No

E-123 SITE LIGHTNING PROTECTION 05/08/26 No

E-401 ENLARGED ELECTRICAL PLANS 05/08/26 No

E-402 ENLARGED ELECTRICAL PLAN 05/08/26 No

E-403 ENLARGED GROUNDING PLAN 05/08/26 No

E-501 ELECTRICAL DETAILS 05/08/26 No

E-502 HAZARDOUS AREAS 05/08/26 No

E-503 AREA WARNING LIGHTS 05/08/26 No

E-504 ELECTRICAL DETAILS 05/08/26 No

E-505 ELECTRICAL DETAILS 05/08/26 No

E-601 ONE LINE DIAGRAM 05/08/26 No

E-602 CONDUIT ONE-LINES WITH LENGTHS 05/08/26 No

E-701 PANEL SCHEDULES 05/08/26 1 06/02/26 REVISION 1 No

E-702 PANEL SCHEDULES 05/08/26 No

Total Sheets: 19

GENERAL

SHEET

NO. SHEET NAME

SHEET

ISSUE DATE

CURRENT

REVISION

CURRENT

REVISION

DATE CURRENT REVISION DESCRIPTION

CURRENT

REVISION

ISSUED

G-001 COVER SHEET 05/08/2026 1 06/02/26 REVISION 1 Yes

G-002 ABBREVIATIONS, SYMBOLS, GENERAL NOTES 05/08/2026 No

G-003 SPECIFICATIONS 05/08/2026 No

G-004 SPECIFICATIONS 05/08/2026 No

Total Sheets: 4

MECHANICAL

SHEET

NO. SHEET NAME

SHEET

ISSUE DATE

CURRENT

REVISION

CURRENT

REVISION

DATE CURRENT REVISION DESCRIPTION

CURRENT

REVISION

ISSUED

M-001 LEGENDS & GENERAL NOTES 05/08/2026 No

M-002 GENERAL NOTES 05/08/2026 No

M-101 HVAC FLOOR PLAN 05/08/2026 No

M-401 MECHANICAL ENLARGED PLANS 05/08/2026 No

M-501 MECHANICAL DETAILS 05/08/2026 No

M-601 MECHANICAL SCHEDULES 05/08/2026 No

M-701 MECHANICAL CONTROL DIAGRAMS 05/08/2026 No

Total Sheets: 7

STRUCTURAL

SHEET

NO. SHEET NAME

SHEET

ISSUE DATE

CURRENT

REVISION

CURRENT

REVISION

DATE CURRENT REVISION DESCRIPTION

CURRENT

REVISION

ISSUED

S-001 GENERAL NOTES 05/08/2026 No

S-002 SPECIAL INSPECTIONS 05/08/2026 No

S-003 SPECIAL INSPECTIONS 05/08/2026 No

S-004 ABBREVIATIONS, LEGENDS & SPLICE TABLES 05/08/2026 No

S-005 WIND LOAD TABLES 05/08/2026 No

S-006 GRAVITY LOAD TABLES 05/08/2026 No

S-007 PEMB REQUIREMENTS 05/08/2026 1 06/03/26 REVISION 1 No

S-008 CONCRETE SPECS 05/08/2026 No

S-100 SITE PLAN 05/08/2026 1 06/03/26 REVISION 1 No

S-101 VIB SLAB & FOUNDATION PLANS 05/08/2026 1 06/03/26 REVISION 1 No

S-130 LAUNCH PAD & TRENCHES SLAB PLAN 05/08/2026 No

S-131 EAST COMMODITY PAD SLAB PLAN 05/08/2026 No

S-132 WEST COMMODITY PAD SLAB PLAN 05/08/2026 1 06/03/26 REVISION 1 No

S-133 SOUTH RAT SLAB 05/08/2026 No

S-500 SECTIONS & DETAILS 05/08/2026 No

S-501 SECTIONS & DETAILS 05/08/2026 No

S-502 SECTIONS & DETAILS 05/08/2026 No

S-503 SECTIONS & DETAILS 05/08/2026 No

S-504 SECTIONS & DETAILS 05/08/2026 1 06/03/26 REVISION 1 No

S-505 SECTIONS & DETAILS 05/08/2026 1 06/03/26 REVISION 1 No

S-601 SCHEDULES 05/08/2026 No

S-610 MATERIAL TAKEOFFS 05/08/2026 No

Total Sheets: 22

PLUMBING

SHEET

NO. SHEET NAME

SHEET

ISSUE DATE

CURRENT

REVISION

CURRENT

REVISION

DATE CURRENT REVISION DESCRIPTION

CURRENT

REVISION

ISSUED

P-001 ABBREVIATIONS, LEGEND AND GENERAL NOTES 05/08/2026 No

P-101 PLUMBING PLAN 05/08/2026 No

P-121 SITE PLAN 05/08/2026 1 06/02/26 REVISION 1 No

P-401 PLUMBING ENLARGED PLANS 05/08/2026 No

P-501 PLUMBING DETAILS 05/08/2026 No

P-502 PLUMBING TANK DETAILS 05/08/2026 1 06/02/26 REVISION 1 No

P-601 PLUMBING SCHEDULES 05/08/2026 1 06/02/26 REVISION 1 No

P-901 PLUMBING SCHEMATIC RISERS 05/08/2026 No

Total Sheets: 8

1 06/02/26 REVISION 1

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

GENERAL DESCRIPTION

A. Project Name: LAUNCH PAD D - VERTICAL INTEGRATION BUILDING

B. Project Location: PACIFIC SPACEPORT COMPLEX

C. Occupancy Classification (Single Occupancy): GROUP S-1 MODERATE HAZARD, STORAGE (AIRCRAFT HANGAR)

D. Construction Type: TYPE II-B

E. Risk Category: III

F. Automatic Sprinkler System NO, UN-SPRINKLERED

G. Building Area 4,442 GSF

H. Building Height: 28'-0"

I. Occupancy Load: 8 OCC*

* REFER TO LIFE SAFETY SHEET FOR OCCUPANCY LOAD CALCULATION BREAKDOWN PER ROOM.

BUILDING DATA

BUILDING ENVELOPE THERMAL VALUES

ENVELOPE COMPONENT THERMAL VALUE

ROOF

WALLS

FLOORS

OPAQUE DOORS

U-FACTOR R-VALUE

ROOF TYPE:

WALL TYPE:

FLOOR TYPE:

DOOR TYPE:

DOOR TYPE:

U-FACTOR

U-FACTOR

U-FACTOR

R-VALUE

R-VALUE

R-VALUE

METAL BUILDING1

METAL BUILDING

SLAB ON GRADE, UNHEATED

SWINGING

NON-SWINGING

R-30 + R-11LS

R-13 + R-17ci

R-20 for 24" below

0.37

0.31

NOTES:

1. WHERE USING R-VALUE COMPLAINCE METHOD, A THERMAL SPACER BLOCK SHALL BE PROVIDED

2. ALL EXTERIOR JOINTS IN THE BUILDING ENVELOPE SHALL BE SEALED, CAULKED, GASKETED, OR

WEATHER STRIPPED TO MINIMIZE AIR LEAKAGE.

3. AIR LEAKAGE FOR EXTERIOR DOORS AND WINDOWS SHALL NOT EXCEED 1.0 CFM/SF FOR GLAZED

SWINGING ENTRY DOORS AND REVOLVING DOORS AND 0.4 CFM/SF FOR ALL OTHER PRODUCTS.

ALL PRODUCTS SHALL BE LABELED AND CERTIFIED BY THE MANUFACTURER.

COMPLIANCE METHOD

PRESCRIPTIVE

CALCULATED CLIMATE ZONE: 7A (DRY)

VA

VB

VC

4094 SF

VIB

1/500 SF

OUTDOOR GAS

STORAGE

NORTH ENTRY

WEST ENTRY

SOUTH ENTRY

PATH 1

PATH 2

2' - 10"

0' - 1"

2' - 10"

0' - 1"

2' - 10"

0' - 1"

2' - 10"

0' - 1"

T O

C O

N E

X C

O N

T A

IN

E

R

S

E P

A R

A T

IO

N

TO CONEX CONTAINER

15' - 0" SEPARATION

T O

C O

N E

X C

O N

T A

IN

E

R

S E

P A

R A

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IO

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F .O

W

A

LL

158 SF

AIR COMP

CONEX

C01

1/300 SF

159 SF

ELEC CONEX

C03

1/300 SF

159 SF

CONEX

C02

1/300 SF

MIN 44" BETWEEN RACKS FOR EGRESS

4' - 0"

FEDP

FE

FEDP

FE

V6V1 V2 V3 V4 V5

DRIVE RAMP

TO LAUNCH

PAD; SEE CIVIL

EWS

CODE REVIEW

A. APPLICABLE CODES:

B. Occupancy Classification (Mixed, Separated Occupancy):

C. Allowable Area, Height and Construction Type:

D. Fire Resistance Requirements for Building Elements

CODE ISSUE IBC COMMENT

REF ITEM

Moderate-Hazard storage (S-1)§311.2

§503 Type II-B, Un-sprinklered

Allowable Area - 17,500 SF / 4,448 SF provided

Stories - 2 / 1 provided

Height - 55' / 22'-8" provided

Table 601

For a distance of X ≥ 10, Type II, S-1; there is 0hr fire resistance requirement for exterior walls.

Building Elements 0 hr protection for all elements (2)

Exterior Walls - Separation Distance

Table 705.5

For a distance of 20 > X ≥ 15, non-protected, un-sprinkler; there is a limit of 25% of allowable area of the exterior wall.

Maximum Opening Area in Exterior Wall

Table 705.8

F. Exit Requirements

Storage(1): 300 gross for accessory storage areas, mechanical equipment rooms, and IT equipment rooms 500 gross for aircraft hangars (Vehicle)

§1004.1, Table 1004.5

Maximum Floor Area Allowances per Occupant

(1) Occupant Load Schedule for designation of space and

Interior Finish Classification - Walls and Ceilings

Table 803 Interior Exits - B Corridors & Exit Access - B Rooms & Enclosed Spaces - C (1)

(1)Class A: Flame Spread Index 0-25;

Smoke-Developed Index 0-450 Class B: Flame Spread Index 26-75;

Smoke-Developed Index 0-450 Class C: Flame Spread Index 76-200;

Smoke-Developed Index 0-450

E. General Fire Resistant Requirements

Level Components and Ramps - 0.2 inch per occupant.

8 occupants * 0.2 = 1.6" Req / 128" provided

§1005.3.2Required Exit Capacity

Two exits per story - Occ Load 1-500 persons

Table 1006.3.3

Minimum Number of Exits

Spaces with one exit or exit access doorways: Max Occ. Load: 29 Occ

Table 1006.2.1

(S-1) Occupancy, Un-sprinkler: 200 feetMaximum Exit Travel Distance

Table 1017.2

(S-1) Occupancy, Un-sprinkler, ≤30 Occ: 100 feetMaximum Common Path of Egress Travel

Table 1006.2.1

One exit per story - Occ. Load 1-49 person, 75 feet maximum exit access travel distance

Table 1021.2(2)

Maximum Dead End Corridor

§1020.5 20 feet

Location of Exits §1007.1.1 Exit doors or exit access doorways shall be placed a distance apart equal to not less than one-half of the length of the maximum overall diagonal dimension of the building or area to be served measured in a straight line between exit doors or exit access doorways.

Exit Corridors Table 1020.2

Minimum Width - 44 inches

Minimum Width - Serving Less than 50 - 36 inches

§1003.2

§1003.3.1

Min. ceiling height of 7'-6"

Min. headroom of 80" for protruding objects.

F. Exit Requirements, Cont.

International Building Code (IBC) 2021

International Energy Conservation Code (IECC)

International Mechanical Code (IMC)

International Plumbing Code (IPC)

International Fire Code (IFC)

NFPA 10, Standard for Portable Fire Extinguishers

NFPA 70, National Electrical Code 2026

ICC / ANSI A117.1 §Accessible and Usable Buildings and Facilities 2017

Moderate-Hazard storage (S-1)

Table 506.2

Table 504.4

Table 504.3

The largest opening in an exterior wall are from the overhead coiling door and personnel door.

Total Area of South Elevation: 248 SF Total Area of Exterior South Wall: 1,070 SF

% of Exterior Wall = 23%

G. Hazardous Materials

Hazardous Materials - Outdoor Control Areas

IFC Table 5003.1.1(3)

Outdoor Storage All are Compressed gasses

1. Gaseous Oxygen (GOx) K-Cylinder: Oxidizer

(Category 1); QTY 5:

• Not Applicable - No Limit

2. Gaseous Methane (CH4) K-Cylinder: Flammable Gas, Category 1, QTY 5:

• Maximum 3000 ft3 Allowed;

• Provided: 5 bottles @ 300 ft3 = 1500 ft3

3. Carbon Dioxide (CO2) K-Cylinder, QTY: 5:

• Simple Asphyxiant (No Limit)

4. Gaseous Nitrogen (GN2) K-Cylinder, QTY 6:

• Simple Asphyxiant (No Limit)

5. Gaseous Nitrogen (GN2) K15 Manifold, QTY 6:

• Simple Asphyxiant (No Limit)

6. Gaseous Helium (GHe) K-Cylinder, QTY 4:

• Simple Asphyxiant (No Limit)

7. Gaseous Helium (GHe) K15 Manifold, QTY 4:

• Simple Asphyxiant (No Limit)

Note: The Vehicle as part of Integration operations will have fuel drained and unloaded prior to, and while inside the structure. Hazardous areas shown in these documents are shown as worst case scenario for any trace materials remaining in the vehicle and are as a precaution.

LIFE SAFETY ROOM TAG

LIFE SAFETY LEGEND

ROOM NUMBER

ROOM NAME ROOM NAME

Area

1/100 SF

LIFE SAFETY EXIT TAG

EXIT CAPACITY REQUIRED

EXIT WIDTH REQUIRED

EXIT CAPACITY PROVIDED

EGRESS PATH ORIGIN

EGRESS PATH EXIT

EGRESS SEGMENT NAME PATH SEGMENT

FIRE PROTECTION

ROOM AREA

OCCUPANT LOAD FACTOR

NUMBER OF OCCUPANTS

EGRESS ROUTE

FIRE EXTINGUISHER, BRACKET-MOUNTED

• MULTI-PURPOSE DRY-CHEMICAL TYPE IN STEEL

CONTAINER:

a. UL-RATED 2-A: 10-B:C, 10-LB (NOMINAL CAPACITY)

FIRE EXTINGUISHER, DRY-POWDER TYPE,

BRACKET-MOUNTED

• WHEELED "PURPLE K" DRY-CHEMICAL TYPE IN STEEL

CONTAINER, B.O.D. MODEL: 497

a. UL-RATED 4-A:80-B:C, 65-LB (NOMINAL CAPACITY)

FE

EXIT LIGHT

PORTABLE EYEWASH/SHOWER;

B.O.D.: HAWS MODEL NO. 7501

EWS

EMERGENCY SYSTEMS

NOTE:

REFER TO TABLE RIGHT FOR CODE REVIEW ITEMS.

EXIT WIDTH PROVIDED

FEDP

A K

AF AL

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TA

E O

49 TH

S

Kenneth M Lowery No.14640

R EG IST ER ED P R O F E S S I O N A L A R CH IT

ECT

Architects Engineers, Inc.

www.brph.com Copyright © 2026

19020 33rd Ave W | Suite 500 Lynnwood | Washington | 98036 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

ISSUE FOR CONSTRUCTION

54321 6

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C09729.001

LS-001

05/08/2026

CODE SUMMARY

KEN LOWERY

AK NO. 14640

1/8" = 1'-0"

LIFE SAFETY - PLAN

OCCUPANCY SCHEDULE

ROOM

NUMBER ROOM NAME

OCCUPANCY

CLASSIFICATION SQF/PERSON

OCCUPANT

LOAD AREA Comments

CONNEX

C01 AIR COMP CONEX STORAGE (S-1) 300 1 158 SF CONNEX

C02 CONEX STORAGE (S-1) 300 1 159 SF CONNEX

C03 ELEC CONEX STORAGE (S-1) 300 1 159 SF CONNEX

CONNEX 3 477 SF

VIB

100 VIB STORAGE (S-1) 500 9 4094 SF VIB

001 NORTH ENTRY UNOCCUPIED 0 40 SF VIB

002 OUTDOOR GAS

STORAGE

UNOCCUPIED 0 328 SF VIB

003 SOUTH ENTRY UNOCCUPIED 0 40 SF VIB

004 WEST ENTRY UNOCCUPIED 0 40 SF VIB

VIB 9 4542 SF

Grand total: 8 12 5018 SF

EGRESS PATH SCHEDULE

EGRESS PATH SEGMENT LENGTH

PATH 1 49' - 2"

PATH 2 31' - 5"

N O R

TH 0 8' 16' 32' 48'

1/16" = 1'-0"

1 06/02/26 REVISION 1

C1

A-201

B2

A-201 B1

A-201

E1

A-201

VA

C1

A-301

C1

A-301

A1

A-301

A1

A-301

VB

VC

O V

E R

A

LL

6' - 8"

0D

100E

0B

100A

0F

0C

4'

OVERALL

102' - 4"

4'

2'

6'

2'

6'

4094 SF

VIB

328 SF

OUTDOOR GAS

STORAGE

40 SF

SOUTH ENTRY

40 SF

WEST ENTRY

40 SF

NORTH ENTRY

F.O. BLDG

O V

E R

A

LL

OUTSIDE F.O. WALL

OVERALL

23' - 6"

1 1 1 1 1 1

11 1 1 1 1

2' - 0"

SLOPE 1" / 12"

FROM DOOR SILL

SLOPE 1" / 12"

FROM DOOR SILL

OUTSIDE F.O. WALL

O U

T S

ID

E

F .O

. W A

LL

O U

T S

ID

E

F .O

. W A

LL

CLEAR

6' - 0"

C

LE

A R

6'

V6V1 V2 V3 V4 V5

1' - 5" 19' - 9" 20' - 0" 20' - 0" 20' - 0" 19' - 9" 1' - 5"

9"

9"

O V

E R

A

LL

20' - 0" 2' - 4"

6' - 8" 8' - 0"

4'

OVERALL

102' - 4"

4'

2'

6'

2'

6'

O V

E R

A

LL

OVERALL

23' - 6"

2' - 0"

CLEAR

6' - 0"

CLEAR

6' - 0"

C

LE

A R

6'

EQ EQ

EQ EQ

X-BRACING ABOVE; SEE SECTIONS AND

STRUC. TYP. SHOWN AS A DASH FOR CLARITY.

LEGEND

EXTERIOR PEMB INSULATED MTL PANEL WALL (TYP. PEMB WALL)

GENERAL NOTES

KEYED NOTES

1. REFER TO STRUCTURAL DRAWINGS FOR FOUNDATIONS AND LOADS.

2. PRE-ENGINEERED METAL BUILDING (PEMB) IS BY DELEGATED DESIGN; REFER

TO PEMB DOCUMENTS FOR ADDITIONAL DETAILS.

3. PROVIDE FLUID APPLIED ELECTRO STATIC DISSIPATIVE (ESD) FLOORING

SYSTEM THROUGH VIB OPEN AREA. SYSTEM BASIS OF DESIGN: SHERWIN

WILLIAMS FASTOP SL23 SDU., COLOR: LIGHT GRAY

PRE-ENGINEERED METAL BUILDING COLUMN SYSTEM ON CONCRETE

PEDESTAL, REFER TO PEMB AND STRUC. DRAWINGS FOR DETAILS.

NOT USED

7'-0" HIGH CONC. BLAST PROTECTION WALL; SEE STRUC. DOCS FOR DETAILS.

GAS STORAGE RACKS IN FUTURE BY CUSTOMER, REFER TO MECHANICAL

DRAWINGS FOR DETAILS.

SINGLE SKIN MTL PANEL ENCLOSURE W/ ROOF; SEE SECTIONS AND DETAILS.

ELEC. EQUIPMENT; SEE ELEC DOCS.

CONC. FILLED MTL PIPE BOLLARD; SEE OHCD DETAIL FOR LOCATION. PAINTED

SAFETY YELLOW.

EXTERIOR PEMB SINGLE SKIN MTL PANEL WALL (ENTRY)

A

2"

2"

2"

2"

F

FLUSH

DOOR CURTAIN

DOOR MOTOR

DOOR HOOD

DOOR GUIDE

OHC

INSULATED SLAT OVERHEAD COILING DOOR

OPENING WIDTH

SEE SCHD

A K

AF AL

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TA

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49 TH

S

Kenneth M Lowery No.14640

R EG IST ER ED P R O F E S S I O N A L A R CH IT

ECT

Architects Engineers, Inc.

www.brph.com Copyright © 2026

19020 33rd Ave W | Suite 500 Lynnwood | Washington | 98036 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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05/08/2026

FLOOR PLAN

KEN LOWERY

AK NO. 14640

3/16" = 1'-0"E1

FLOOR PLAN

DOOR SCHEDULE

REV NUMBER

DOOR

HARDWARE

FRAME

COMMENTSTYPE

SIZE

MATL TYPE MATL

DETAIL

WIDTH HEIGHT THICK HEAD JAMB SILL

100A F 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 A HM DH-1 DJ-1a/b DS-1

100B OHCD 14' - 0" 16' - 0" 0' - 1" STL 2 - STL DH-2 DJ-2 DS-2

100C F 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 A HM DH-1 DJ-1a/b DS-1

100D OHCD 14' - 0" 16' - 0" 0' - 1" STL 2 - STL DH-2 DJ-2 DS-2

100E F 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 A HM DH-1 DJ-1a/b DS-1

100F F 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 A HM DH-1 DJ-1a/b DS-1

0 4' 8' 12' 16'

3/16" = 1'-0"

N O R

TH

1/4" = 1'-0"

DOOR TYPE ELEVATIONS

1/4" = 1'-0"

DOOR FRAME

ELEVATIONS

0 2' 4' 8' 12'

1/4" = 1'-0"

1 EA PRIMUS CORE C23 EVEREST PRIMUS

1 EA PADLOCK - 26D SCHLAGE

Qty Description Catalog Number Finish Mfr

Provide each door with the following:

Hardware Group No. 2 – OVERHEAD COILING DOORS

1 EA CIPHER LOCK CO-200-MD-40 626 SCHLAGE

1 EA PRIMUS CORE - C23 EVEREST PRIMUS

1 EA KICK PLATE KP50 10 X 34 HB4E 32D MCK

1 EA RAIN DRIP 346A AL PEMKO

1 EA WS JAMBS 290APK AL PEMKO

1 EA WS HEAD SECTION 2891APK AL PEMKO

3 EA SILENCER SR64 GRY IVES

1 EA DOOR SWEEP 216_PK C PEMKO

1 EA THRESHOLD 276 A PEMKO

1 EA SURFACE CLOSER (PUSH SIDE) SC71 RW/PA TB 626 FALCON

1 EA PANIC HARDWARE CDSI-98-L-RHO 626 VON DUPRIN

3 EA HINGE BB81 4.5" X 4.5" NRP 26D 26D PBB

Qty Description Catalog Number Finish Mfr

Provide each SGL door(s) with the following:

Hardware Group No. 1 – EXTERIOR SINGLE DOORS

B2

A-201 B1

A-201

VA

C1

A-301

A1

A-301

VB

VC

4" / 12"

IRP-1

IRP-1

U R

P -1

URP-1

U R

P -1

DSDS

DSDS

E .O

R

O O

F E

X T

E .O

R

O O

F E

X T

3 3

V6V1 V2 V3 V4 V5

2' - 5" 2' - 5"

1'

/2

ROOF NOTES

1. ALL ROOFING MATERIALS SHALL INSTALLED IN ACCORDANCE WITH IBC 2021.

2. SLOPE ALL GUTTERS MIN 1/8" PER FOOT TO NEAREST DOWNSPOUT (SEE CALCS)

3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN AND VERIFY THEIR

OWN FIELD MEASUREMENTS FOR THE EXECUTION OF HIS WORK AND PRIOR TO

FABRICATION OF THE VARIOUS COMPONENTS OF THE WORK.

4. ALL ROOF PENETRATIONS REQUIRED FOR INSTALLATION OF MECHANICAL UNITS,

EQUIPMENT CURBS, VENTS, ETC. MUST BE DONE PER PEMB MANUFACTURER'S

RECOMMENDATIONS TO ENSURE ALL WARRANTIES ARE MAINTAINED. PROVIDE

FLASHING, COUNTERFLASHING, SEALANT, ETC. AS REQUIRED TO PROVIDE

WATERPROOF CONDITIONS; TYPICAL AT ALL ROOF PENETRATIONS.

5. LOCATIONS AND QUANTITIES OF ALL VENTS, FLASHINGS, ETC. SHALL BE

VERIFIED BY THE CONTRACTOR IN THE FIELD. DISCREPANCIES IN THE DRAWINGS

SHALL BE BROUGHT TO THE ATTENTION OF THE CONT. PROJECT MGR. PRIOR TO

PROCEEDING WITH WORK. PROCEDURE WITHOUT NOTIFICATION WILL BE

CONSIDERED ACCEPTANCE OF FIELD CONDITIONS AND PART OF THE

CONTRACTOR'S SCOPE OF WORK.

6. ALL ROOFING SYSTEMS AND COMPONENTS SHALL BE INSTALLED IN

CONFORMANCE WITH THE GUIDELINES OF THE NATIONAL ROOFING

CONTRACTORS' ASSOCIATION (NRCA).

7. ALL SHEET METAL WORK SHALL BE REQUIRED TO CONFORM TO THE GUIDELINES

OF THE SHEET METAL AND AIR CONDITIONING NATIONAL ASSOCIATION

(SMACNA).

8. ALL VERTICAL CONDUCTORS AND DOWN SPOUTS SHALL BE REQUIRED TO

CONFORM TO THE GUIDELINES OF THE INTERNATIONAL PLUMBING CODE PER

THE CALCULATIONS TABLE BELOW.

9. ALL WOOD BLOCKING TO BE PRESSURE TREATED BLOCKING; ALL FASTENERS TO

BE STAINLESS STEEL.

10. DAYLIGHT DISCHARGE DOWNSPOUTS TO SURFACE; SYSTEM SEE CIVIL.

ROOF DRAINAGE CALCULATIONS

IPC 2021 (INTERNATIONAL PLUMBING CODE)

FIGURE 1106.1

100-YEAR, 1-HOUR RAINFALL (INCHES)1 FOR KODIAK, AK = APPROX. 1.28"

TABLE 1106.4

Size of vertical conductors and leaders shall be sized based on the flow rate from horizontal gutters or the maximum flow rate through roof drains.

LEGEND:

RQ : SQFT OF PROJECTED ROOF AREA PER QUADRANT

TOTAL GARAGE ROOF AREA = 4,480 SF (RT)

RQ = ROOF AREA PER QUADRANT = RT / 4 = 4,480 / 4 = 1,120 SF

GALLONS PER MINUTE (GPM) = (12" X 12" X 1.28") / 231 =

0.80 GAL/HR / 60 MIN = 0.0133 GPM

Total GPM = (RT x 0.0156) / 4 = (4,480 * 0.0133) / 4 = 14.89 gpm per DS

MIN. REQUIRED2

4" ⌀ GUTTER, SLOPE @ 1/8" / 12", W/ (2) 2" X 2" DS, EACH SIDE

MIN. PROVIDED:

5"x5" GUTTER, SLOPE @ 1/8" / 12", W/ (2) 5" X 5" DS, EACH SIDE

NOTE:

1. RAINFALL DATA GATHERED FROM NOAA ATLAS 14 POINT PRECIPTATION FREQUENCY ESTIMATES. PRECIPITATION

FREQUENCY IS ESTIMATED WITH 90% CONFIDENCE INTERVALS. SEE ADDITIONAL INFORMATION AT

HDSC.NWS.NOAA.GOV.

2. DIMENSIONS ARE WIDTH BY DEPTH FOR RECTANGULAR SHAPES. SINGULAR DIMENSIONS ARE DIAMETER (⌀) OF A

SEMI CIRCLE GUTTER PROFILE.

KEYED NOTES

PEMB PRE-FINISHED MTL GUTTER W/ SNOW CLIPS; SEE CALCULATIONS FOR

SIZING; SEE DETAILS FOR SNOW CLIPS.

ROOF SNOW GUARDS SECURED TO STANDING SEAM ROOF CLIPS; BOD

ALPINE SNOWGUARDS® STANDING SEAM TWO-PIPE SNOW GUARD, MODEL

NO. ASG4000G. SPACED AT EACH PANEL SEAM PER MANUF. INSTRUCTIONS.

PEMB PRE-FINISHED MTL DOWNSPOUTS TERMINATING AT SPLASH BLOCKS AT

GRADE; SEE CALCULATIONS FOR SIZING.

LEGEND

IRP-1: INSULATED MTL ROOF PANEL:

• MATERIAL: STEEL

• INSTALL: 36" INSULATED MTL PANEL OVER PEMB GIRTS BY PEMB

MANUFACTURER.

• MANUF. BOD: METLSPAN®, LS-36 INSULATED METAL ROOF PANEL

• METAL PANELS, 5" THICK R-44.8, 22 GA. G-90 STEEL

• FINISH: FLUROPON®, COLOR: HARVEST BEIGE

URP-1: UN-INSULATED MTL PANEL:

• MATERIAL: STEEL

• INSTALL: 24" STANDING SEAM MTL PANEL OVER PEMB GIRTS BY

PEMB MANUFACTURER

• MANUF. BOD: NUCOR, CFR STANDING SEAM ROOF PANEL,

UN-INSULATED

• METAL PANELS, 3" THICK 24 GA. G-90 STEEL

• FINISH: MATCH IRP-1.

IRP-1

URP-1

PANEL CUTBACK (FACTORY CUT)

PURLIN. SEE STRUCT.

INSULATED METAL STANDING SEAM

ROOF PANELS; SEE ROOF PLAN

SEAM NOTCH (FACTORY FORMED)

ENDLAP SEALANT

SEALANT

BACKUP PLATE

(FACTORY INSTALLED)

APPROPRIATE SEALANT TOOLED

TO FACILITATE RUNOFF

NOTES:

1. THIS DETAIL SHOULD BE USED ONLY WHERE THE DECK IS SUPPORTED BY THE ABUTTING WALL.

2. SPECIFIC FASTENING REQUIREMENTS ARE NOT INDICATED, AS THEY VARY FROM SYSTEM TO SYSTEM DEPENDING UPON PANEL

MANUFACTURER'S REQUIREMENTS, WIND ZONE AND BUILDING CODE.

3. THIS DETAIL MAY BE USED WITH ''STARTER'' AND ''END'' PANELS.

4. REFER TO SM-13, 14, 15 IN THE SHEET METAL SECTION FOR ADDITIONAL COUNTERFLASHING OPTIONS.

5. THIS DETAIL FIXES THE PANEL IF THE ''Z'' CLOSURE IS FASTENED TO THE ROOF SUBSTRATE.

SURFACE MOUNTED SHEET

METAL RECEIVER

REMOVABLE SHEET METAL

COUNTERFLASHING

SHEET METAL ROOF-TO-

WALL FLASHING

''Z'' CLOSURE FASTENED AND

SET IN SEALANT

ARCHITECTURAL STANDING SEAM

METAL ROOF PANEL; SEE ROOF PLAN

UNDERLAYMENT

SEAM AND PANEL

PROFILES VARY

ROOF SUBSTRATE

SLOPE

A K

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49 TH

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Kenneth M Lowery No.14640

R EG IST ER ED P R O F E S S I O N A L A R CH IT

ECT

Architects Engineers, Inc.

www.brph.com Copyright © 2026

19020 33rd Ave W | Suite 500 Lynnwood | Washington | 98036 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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ROOF PLAN

KEN LOWERY

AK NO. 14640

0 4' 8' 16' 24'

1/8" = 1'-0"

3/16" = 1'-0"E1

ROOF PLAN

NTSB2

ROOF ENDLAP ISOMETRIC

NTSB1

ROOF-TO-WALL TRANSITION

N O R

TH

LEVEL 1

100' - 0"

C1

A-301

B.O. ROOF

122' - 0"

T.O. ROOF PEAK

127' - 0 1/2"

B.O. LEAN-TO ENTRY ROOF

108' - 0"

A-301

C4

C6

A-301

CIRCULATION FAN; SEE MECH

UNIT HEATER, TYP.; SEE MECH

HM PERSONNEL DOOR PER PLAN

OVERHEAD COILING

DOOR (OHCD) PER PLAN

T.O. LEAN-TO ENTRY ROOF

111' - 1 1/4"

STANDING SEAM MTL ROOFING

SYSTEM W/ THERMAL SPACER;

SEE ROOF PLAN FOR BOD.

OVERHANG

1' - 0"

ROOF EXTENSION AND

MTL PANEL SOFFIT

F .O

W

A

LL

EXPOSED PEMB STEEL AND BACK OF

EXTERIOR MTL PANEL; TYP.

EXTERIOR ENTRY STRUCTURE

W/ SINGLE-SKIN MTL PANEL ON

CONC. STEM WALL; SEE

ELEVATIONS AND PEMB DOCS.

EXTERIOR ENTRY STRUCTURE

W/ SINGLE-SKIN MTL PANEL ON

CONC. STEM WALL; SEE

ELEVATIONS AND PEMB DOCS.

ELEC. DISCONNECT;

SEE ELEC DOCS; TYP.

LIGHTING PER

ELEC DOCS.; TYP.

OVERHEAD COILING

DOOR (OHCD) PER PLAN

EXTERIOR ENTRY MTL PANEL

ROOF; SEE PEMB DOCS.

EXTERIOR ENTRY MTL PANEL

ROOF; SEE PEMB DOCS.

PEMB STL STRUCTURAL MTL

FRAME; SEE PEMB DOCS.; TYP.

A-391

Sim

VIB

CONT. VAPOR BARRIER UNDER

SLAB AND AT FOOTINGS

BELOW GRADE

INSULATION AND SHEET

APPLIED WATERPROOFING

TO FOUNDATION; TYP.

SLOPESLOPE

OVERHANG

1' - 0"

C6

A-301

Sim WALL MOUNTED MECHANICAL

UNITS CENTERED ON MTL WALL

PANEL; SEE MECH DOCS.

WALL MOUNTED MECHANICAL

UNITS; SEE MECH DOCS.

2' - 8 1/2"

B .O

. U N

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; T

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/4

B .O

. U N

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; T

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/4

R.O.

2' - 8 1/2"

R .O

2'

/2

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; T

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13' - 6 1/2"

B .O

. U N

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; T

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B .O

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; T

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8'

V6V1 V2 V3 V4 V5

LEVEL 1

100' - 0"

VA

A1

A-301 VB VC

B.O. ROOF

122' - 0"

T.O. ROOF PEAK

127' - 0 1/2"

B.O. LEAN-TO ENTRY ROOF

108' - 0"

2" / 12" 2" / 12"

A-301

C5

T.O. LEAN-TO ENTRY ROOF

111' - 1 1/4"

CIRCULATION FAN CENTERED

IN BLDG; SEE MECH

HM PERSONNEL

DOOR PER PLAN

STANDING SEAM MTL ROOFING

SYSTEM W/ THERMAL SPACER;

SEE ROOF PLAN FOR BOD.

EXPOSED PEMB STEEL AND BACK OF

EXTERIOR MTL PANEL; TYP.

EXTERIOR ENTRY STRUCTURE

W/ SINGLE-SKIN MTL PANEL ON

CONC. STEM WALL; SEE

ELEVATIONS AND PEMB DOCS.

ELEC. DISCONNECT;

SEE ELEC DOCS; TYP.

LIGHTING PER

ELEC DOCS.; TYP.

OVERHEAD COILING

DOOR (OHCD) PER PLAN

EXTERIOR ENTRY MTL PANEL

ROOF; SEE PEMB DOCS.

OPEN BEYOND

UNIT HEATER,

TYP.; SEE MECH

PEMB STL STRUCTURAL MTL

FRAME; SEE PEMB DOCS.; TYP.

CONC. BLAST WALL PER

PLAN; SEE STRUC. DOCS.

7'

VIB

WEST ENTRY

OUTDOOR GAS

STORAGE

EXTERIOR STORAGE TANK BEYOND;

SEE PLANS AND MECH. DOCS.

ROOF SNOW GUARD SECURED TO

STANDING SEAM ROOF PANEL;

SEE ROOF PLANS AND DETAILS

ROOF SNOW GUARD SECURED TO

STANDING SEAM ROOF PANEL;

SEE ROOF PLANS AND DETAILS

PRE-FINISHED MTL SNOW

GUTTER & DOWNSPOUT BY

PEMB MANUF.; SEE ELEVATIONS

PRE-FINISHED MTL SNOW

GUTTER & DOWNSPOUT BY

PEMB MANUF.; SEE ELEVATIONS

STRUC. CONC. FOOTING;

SEE STRUC DOCS.

STRUC. CONC. FOOTING;

SEE STRUC DOCS.

STRUC. CONC. FOOTING;

SEE STRUC DOCS.

CONT. VAPOR BARRIER UNDER

SLAB AND AT FOOTINGS

BELOW GRADE

INSULATION AND SHEET

APPLIED WATERPROOFING

TO FOUNDATION; TYP.

REINFORCED CONC.

SLAB; SEE STRUC DOCS

WALL MOUNTED MECHANICAL

UNITS; SEE MECH DOCS.; TYP.

WALL MOUNTED MECHANICAL

UNITS; SEE MECH DOCS.

B .O

. U N

IT

; T

Y P

/4

B .O

. U N

IT

H

E A

T E

R ; T

Y P

8'

B .O

. U N

IT

H

E A

T E

R ; T

Y P

8'

B .O

. U N

IT

; T

Y P

/4

A B

O V

E F

IN

IS

H F

LO

O

R

3/ 4"

GENERAL NOTES

1. REFER TO STRUCTURAL DRAWINGS FOR FOUNDATIONS AND LOADS.

2. PRE-ENGINEERED METAL BUILDING (PEMB) IS BY DELEGATED DESIGN; REFER

TO PEMB DOCUMENTS FOR ADDITIONAL DETAILS.

3. SEE ROOF PLAN FOR ROOF MATERIAL CALLOUTS

4. SEE ELEVATIONS FOR EXTERIOR WALL MATERIAL CALLOUTS.

LEVEL 1

100' - 0"

T.O. ROOF PEAK

127' - 0 1/2"

VIB

OVERHEAD COILING

DOOR (OHCD) PER PLAN

PEMB STL STRUCTURAL MTL

FRAME; SEE PEMB DOCS.; TYP.

STRUC. CONC. FOOTING;

SEE STRUC DOCS.

STANDING SEAM MTL ROOFING

SYSTEM W/ THERMAL SPACER;

SEE ROOF PLAN FOR BOD.

INSULATED MTL PANEL;

SEE ELEVATIONS

CONT. VAPOR BARRIER UNDER

SLAB AND AT FOOTINGS.

SLOPE

CONC. STEM WALL;

SEE STRUC DOCS

OVERHANG

1' - 0"

MTL PANEL FASCIA AND SOFFIT PER

PEMB DOCS. PANEL FINISH TO MATCH

SHEET APPLIED BELOW

GRADE WATERPROOFING

2" RIGID INSULATION @

R-10 MIN; EXTEND TO

BOTTOM OF FOOTING TYP.

PEMB STRUC. STL CONC.

PEDESTAL; SEE STRUC DOCS

REINFORCED CONC.

SLAB; SEE STRUC DOCS

INFILL BATT

INSULATION; TYP.

V1

LEVEL 1

100' - 0"

VC

B.O. ROOF

122' - 0"

2" / 12"

PEMB STL STRUCTURAL MTL

FRAME; SEE PEMB DOCS.; TYP.

STRUC. CONC. FOOTING;

SEE STRUC DOCS.

STANDING SEAM MTL ROOFING

SYSTEM W/ INSULATION LINER

SYSTEM AND THERMAL BREAKS;

SEE ROOF PLAN FOR BOD.

INSULATED MTL PANEL;

SEE ELEVATIONS

CONT. VAPOR

BARRIER UNDER SLAB

AND AT FOOTINGS.

SHEET APPLIED BELOW

GRADE WATERPROOFING

2" RIGID INSULATION @

R-10 MIN; EXTEND TO

BOTTOM OF FOOTING TYP.

VIB

WEST ENTRY

PRE-FINISHED MTL SNOW

GUTTER & DOWNSPOUT BY

PEMB MANUF.; SEE ELEVATIONS

CONC. STEM WALL W/ CONC.

FACED RIGID INSULATION;

SEE DETAILS & STRUC DOCS

PEMB STRUC. STL CONC.

PEDESTAL; SEE STRUC DOCS

REINFORCED CONC.

SLAB; SEE STRUC DOCS

LEAN-TO ENTRY ROOF

STRUCTURE; SEE

ELEVATIONS AND PLANS

WALL MOUNTED UNIT

HEATERS; SEE MECH; TYP.

ROOF SNOW GUARD SECURED TO

STANDING SEAM ROOF PANEL;

SEE ROOF PLANS AND DETAILS

WALL MOUNTED MECHANICAL

UNITS; SEE MECH DOCS.

LEVEL 1

100' - 0"

VB

B.O. LEAN-TO ENTRY ROOF

108' - 0"

T.O. LEAN-TO ENTRY ROOF

111' - 1 1/4"

4" / 1 2"

INSULATED MTL PANEL

BEYOND; SEE ELEVATIONS

CONC. STEM WALL;

SEE STRUC DOCS

REINFORCED CONC.

SLAB; SEE STRUC DOCS

HM PERSONNEL

DOOR PER PLAN

SINGLE SKIN MTL

PANEL ON STL GIRT

PER PEMB MANUF.

CONC. STEM WALL W/ CONC.

FACED RIGID INSULATION;

SEE DETAILS & STRUC DOCS

PRE-FINISHED MTL SNOW

GUTTER & DOWNSPOUT BY

PEMB MANUF.; SEE ELEVATIONS

NORTH ENTRY

SINGLE MTL PANEL ON MTL

GIRT LEAN-TO ENTRY ROOF

STRUCTURE PER PEMB MANUF.;

SEE ELEVATIONS AND PLANS

SINGLE SKIN MTL PANEL

FASCIA TO MATCH WALL

PER PEMB MANUF.

A K

AF AL

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TA

E O

49 TH

S

Kenneth M Lowery No.14640

R EG IST ER ED P R O F E S S I O N A L A R CH IT

ECT

Architects Engineers, Inc.

www.brph.com Copyright © 2026

19020 33rd Ave W | Suite 500 Lynnwood | Washington | 98036 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

ISSUE FOR CONSTRUCTION

54321 6

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05/08/2026

BUILDING

SECTIONS

KEN LOWERY

AK NO. 14640

0 2' 4' 8' 12'

1/4" = 1'-0"

1/4" = 1'-0"A1

BUILDING SECTION E/W

1/4" = 1'-0"C1

BUILDING SECTION N/S

3/8" = 1'-0"C4

TYPICAL EXTERIOR

WALL SECTION N/S

0 2' 4' 6' 8'

3/8" = 1'-0"

3/8" = 1'-0"C5

TYPICAL EXTERIOR

WALL SECTION E/W

3/8" = 1'-0"C6

TYPICAL ENTRY

LEAN-TO WALL SECTION

INSULATED METAL WALL

PANELS; SEE ROOF PLAN

INSULATED METAL ROOF

PANELS; SEE ROOF PLAN

CONT ANGLE (REF

STRUCT)

EXTENDED JOIST END; SEE

PEMB MANUF. DOCUMENTS

GALV STL SPACERS & PRE-

FINISHED GALV STL CRADLES

WITH @ 48" OC STGRD MAX.

PT 2x NAILER

PREFINISHED STEEL GUTTER AND

DOWNSPOUT. SEE PLAN FOR SIZE

AND LOCATION.

TPO FLASHING PREFINISHED METAL DRIP EDGE

GASKETED FASTENERS

LOOSE FILL

INSULATION

SNOW GUTTER STRAP;

LOCATE @ 24" O.C.; TYP.

MASTIC TAPE

SNOW GUTTER CAP @

EACH END OF GUTTER

INSULATED METAL STANDING SEAM

ROOF PANELS; SEE ROOF PLAN

SPRAY FOAM

INSULATION

INSULATED METAL

WALL PANEL

SEALANT TAPE

SEALANT TAPE

EDGE TRIM

Z-CLOSURE

PANEL CLIP

AND FASTENER

CONTINUOUS BUTYL

SEALANT AS AN

INTEGRAL AIR BARRIER.

UN-INSULATED METAL

WALL PANELS

UN-INSULATED METAL

ROOF PANELS

CONT ANGLE

(REF STRUCT)

EXTENDED JOIST END; SEE

PEMB MANUF DOCUMENTS

PT 2x NAILER

TPO FLASHING

PREFINISHED METAL

DRIP EDGE

GASKETED

FASTENERS

SPRAY FOAM INSULATION

INSULATED METAL

STANDING SEAM ROOF

PANELS; SEE ROOF PLAN

PANEL CLIP

INTERIOR RIDGE TRIM

CONTINUOUS BUTYL SEALANT

AS AIR BARRIER.

CLIP FASTENERS

CLIP SEALANT

RIDGE TRIM

Z CLOSURE

SEALANT TAPE

THERMAL BREAK

PER PEMB MANUF.

PRE-FINISHED 24GA MIN GUTTER

STRAP; BY PEMB MANUF.

PRE-FINISHED OPEN-FACED

DOWNSPOUT 24GA BY PEMB MANUF.

SEE ROOF PLAN AND SPECIFICATIONS

1/2" AIR GAP SPACE

INSULATED METAL WALL

PANELS BY PEMB MANUF

THROUGH FASTENERS TO GIRT

INSULATED METAL WALL PANELS

INSULATED SLAT OVERHEAD

COILING DOOR ASSEMBLY

WEATHER SEAL

STANDARD DOOR GUIDE

ASSEMBLY PER MFR.

PREFINISHED BASE TRIM

CONT. SEALANT

PAINTED STEEL GIRT

(REF STRUCT)

O P

E N

IN

G

H E

IG

H

T

CHANNEL TO SUPPORT DOOR COIL

HOOD FOR OPENING WIDTHS

GREATER THEN 14'. COORDINATE

WITH DOOR MFR. AND PEMB MFR

PAINTED STEEL CHANNEL

JAMB (SEE PEMB MANUF)

CONTINUOUS WEATHER STRIP

PREFINISHED JAMB

TRIM PER IMP MANUF.

INSULATED METAL

WALL PANELS

INSULATED SLAT

COILING DOOR CURTAIN

DOOR GUIDE (BY DOOR MFR)

BOLLARD (WHERE

SHOWN ON PLAN)

EXTERIOR

INTERIOR

1'

CONCRETE SLAB ON GRADE

BOTTOM BAR WITH SEAL

SLOPE

L 2x2x1/4 TO FORM 3/4"

SLAB STEP. COORDINATE

WITH DOOR MFR

3/ 4"

OHCD HEAD

DH-2

OHCD JAMB

DJ-2

OHCD SILL

DS-2

CONC. STEM WALL;

SEE ELEVATIONS &

STRUC DOCS

INTERIOREXTERIOR

INTERIOREXTERIOR

THERMAL BREAK BY DOOR MANUF.

R-10 RIGID INSULATION

INSULATION BLANKET

INFILL IN GAP BEHIND DOOR

AS A THERMAL BREAK

HOLLOW METAL

FRAME, PAINTED

FACTORY INSULATED

METAL PANEL

CONTINUOUS SEALANT

AND BACKER ROD

DOOR PER SCHEDULE

FORMED METAL TRIM

WEEP HOLES

CONTINUOUS SEALANT AND

BACKER ROD; BOTH SIDES

(3) JAMB ANCHORS

EACH SIDE

HOLLOW METAL

FRAME, PAINTED

FACTORY INSULATED

METAL PANEL

STEEL FRAME

FORMED METAL JAMB TRIM

CONTINUOUS SEALANT AND

BACKER ROD- EACH SIDE

(3) JAMB ANCHORS

EACH SIDE

HOLLOW METAL

FRAME, PAINTED

STEEL FRAME

R-10 RIGID INSULATION

ACCESSIBLE THRESHOLD

SET IN SEALANT

EXTERIOR SLAB

CONCRETE SLAB,

FINISH PER SCHEDULE

CONTINUOUS SEALANT

SLOPE

HM DOOR SILL

DS-1

HM DOOR JAMB

DJ-1a

HM DOOR JAMB

DJ-1b

CONC. FACED 2" RIGID INSULATION;

BOD: WALLGUARD W/ CAP FLASHING

FORMED METAL JAMB TRIM

HM DOOR HEAD

DH-1

INTERIOR EXTERIOR

INTERIOR EXTERIOR

EXTERIOR

INTERIOR

TRIM FASTENERS

INSULATED METAL

WALL PANELS

PREFINISHED OUTSIDE

CORNER FLASHING

FASTENER THRU PANEL

INTERIOR

CORNER TRIM

SUPPORTING FRAME

BLDG EXTERIOR

BLDG INTERIOR

INSULATED METAL

WALL PANELS

SEALANT TAPE

LOOSE FILL INSULATION

THERMAL BREAK CUT

INSULATED METAL WALL

PANELS

PIPE

RUBBERIZED BOOT FLASHING

(SET IN SEALANT)

GASKETED FASTENERS AS

SPECIFIED BY BOOT

MANUFACTURER

STAINLESS STEEL

CLAMPING RING

BLDG EXTERIORBLDG INTERIOR

INSULATION INFILL

AROUND PIPE AT

OPENING. SEAL W/

CONTINUOUS BACKER

ROD AND SEALANT

4" M

IN

IM

U M

1" MAX

INSULATED METAL PANELS

CONTINUOUS SEALANT

AND BACKER ROD

METAL HOOD MATCH

METAL PANEL SYSTEM

METAL HOOD

MECH PIPING W/ PIPE

INSUL (REF MECH)

INSULATED METAL

WALL PANELS

CONTINUOUS SEALANT

PREFINISHED LOUVER,

BASIS OF DESIGN:

ESD-365D BY GREENHECK®

PREFINISHED

METAL TRIM

STEEL GIRT

(REF STRUC)

PANEL FASTENER

DAMPER (REF MECH)

PREFINISHED

METAL JAMB TRIM

PREFINISHED

METAL SILL TRIM

INSULATED METAL

WALL PANELS

STEEL GIRT

(REF STRUC)

ALUMINUM ANGLE

(BY LOUVER MFR)

PREFINISHED LOUVER,

BASIS OF DESIGN:

ESD-365D BY GREENHECK®

PREFINISHED LOUVER,

BASIS OF DESIGN:

ESD-365D BY GREENHECK®

DAMPER (REF MECH)

LOUVER JAMB

LJ-1

LOUVER HEAD

LH-1

LOUVER HEAD

LS-1

INSULATED METAL

WALL PANELS

DAMPER (REF MECH)

BASE FLASHING

STEEL ANGLE,

(SEE STRUCT)

SET IN SEALANT

PANEL CLIP WITH FASTENER

SEALANT BOTH

SIDES OF TRIM

PRE-FORMED MTL

BASE 'J' TRIM

CONT. 1/2"

PVC PIPE

2" CONCRETE FACED RIGID

INSULATION WALL PANELS,

ALIGNED TO FACE OF IMP

ABOVE. BASIS OF DESIGN:

WALLGUARD, MIN R-20. INSTALL

PER MANUF. INSTRUCTIONS

MANUF. STANDARD

MTL CAP FLASHING

SHEET APPLIED WATERPROOFING,

WRAPPED AND TERMINATED AT

TOP OF CONC CURB.

CONC. CURB

PER STRUC.

CONCRETE FILLED 6" DIA

SCH. 40 GALV. PIPE

GRADE OR PAVEMENT

3000 PSI CONC.

DOME CONCRETE FILL

4‘ -0

4‘

-6

1' - 0"

6"

NOTE:

PAINT INTERIOR & EXTERIOR

BOLLARDS SAFETY YELLOW

A K

AF AL

T S

TA

E O

49 TH

S

Kenneth M Lowery No.14640

R EG IST ER ED P R O F E S S I O N A L A R CH IT

ECT

Architects Engineers, Inc.

www.brph.com Copyright © 2026

19020 33rd Ave W | Suite 500 Lynnwood | Washington | 98036 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

ISSUE FOR CONSTRUCTION

54321 6

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C09729.001

A-501

05/08/2026

DETAILS

KEN LOWERY

AK NO. 14640

3" = 1'-0"D1

ROOF GUTTER @ IMP WALL

3" = 1'-0"D2

ROOF RAKE EDGE AT IMP

3" = 1'-0"C2

ROOF EDGE @ MTL PANEL WALL

3" = 1'-0"D4

PEMB IMP RIDGE

3" = 1'-0"C1

DOWNSPOUT ON METAL PANEL

1 1/2" = 1'-0"A5

OHC DOOR IMP DETAILS

3" = 1'-0"A4

DOOR IN CONC./IMP

0 1/2' 1' 1 1/2' 2'

1 1/2" = 1'-0"

0 3" 6" 9" 12"

3" = 1'-0"

6" = 1'-0"C4

IMP OUTSIDE CORNER

3" = 1'-0"B2

IMP PIPE PENETRATION

6" = 1'-0"B1

SMALL PIPE PENETRATION

0 1" 2" 4" 6"

6" = 1'-0"

3" 5"

1 1/2" = 1'-0"D5

LOUVER IN IMP

1 06/02/26 REVISION 1

6" = 1'-0"A2

IMP TO CURB DETAIL

1" = 1'-0"A1

PIPE BOLLARD 'PB'