Attachment.pdf.crdownload

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

ISSUE FOR CONSTRUCTION

05/08/2026

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

54321 6

A

B

C

D

E

U :\R ev it

P ro je ct

F ile s\

\C

_A _2

5_

C en tr al

_c ko tr lik

.r vt

5/ 8/

0:

:0

A

M

A R

E A

P

A D

D

BRPH

C. KOTRLIK

P A

C

IF

IC

S

P A

C E

P O

R T

C O

M P

L E

X

K O

D

IA

K I S

L A

N D

A

L A

S K

A

A L A

S K

A A

E R

O S

P A

C E

C O

R P

O R

A T

IO

N

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 No

A-101 FLOOR PLAN 05/08/2026 No

A-191 ROOF PLAN 05/08/2026 No

A-201 ELEVATIONS 05/08/2026 No

A-301 BUILDING SECTIONS 05/08/2026 No

A-501 DETAILS 05/08/2026 No

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 No

C-141 GRADING & DRAINAGE PLAN 05/08/2026 No

C-161 UTILITY PLAN 05/08/2026 No

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 No

E-002 ELECTRICAL SPECIFICATIONS 05/08/26 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 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 No

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 No

S-008 CONCRETE SPECS 05/08/2026 No

S-100 SITE PLAN 05/08/2026 No

S-101 VIB SLAB & FOUNDATION PLANS 05/08/2026 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 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 No

S-505 SECTIONS & DETAILS 05/08/2026 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 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 No

P-601 PLUMBING SCHEDULES 05/08/2026 No

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

Total Sheets: 8

GENERAL NOTES

1. CONTRACTOR IS RESPONSIBLE FOR VERIFYING SITE, FIELD AND BUILDING CONDITIONS ASSOCIATED WITH THIS WORK PRIOR TO SUBMITTING BIDS AND COMMENCING WORK. IF THERE ARE ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS, CONFER WITH CONSTRUCTION MANAGER AND ARCHITECT/ENGINEER FOR RESOLUTION.

2. ADDITIONS/ALTERATIONS PROJECTS: THE DESIGN DEPICTED HEREIN IS BASED ON INFORMATION (AS-BUILTS, RECORD DRAWINGS, SURVEY, GEOTECHNICAL SERVICES, ETC.) PROVIDED BY THE OWNER OR OTHERS. UNLESS OTHERWISE DIRECTED BY THE CONTRACT, ANY VERIFICATION OF THIS INFORMATION IS LIMITED TO FIELD OBSERVATION; UNKNOWN CONDITIONS MAY EXIST THAT WILL ONLY BE REVEALED AS THE CONTRACTOR’S WORK PROGRESSES. GIVEN THE NATURE OF THESE PROJECTS, THE CONTRACTOR SHOULD ANTICIPATE THE NEED FOR ADJUSTMENTS TO THE DESIGN AS UNKNOWN

CONDITIONS ARE DISCOVERED DURING CONSTRUCTION.

3. CONTRACTOR SHALL FURNISH ALL ADDITIONAL DATA AND DOCUMENTATION TO SECURE ALL REQUIRED PERMITS AND SHALL

COORDINATE THIS DATA WITH THE CONSTRUCTION DOCUMENTS WHERE REQUIRED.

4. ALL DETAILS AND SECTIONS SHOWN IN THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO SIMILAR CONDITIONS ELSEWHERE ON THE PROJECT, EXCEPT WHERE INDICATED BY A DIFFERENT DETAIL.

5. CONTRACTOR TO PROVIDE COMPLETE AND WORKING MEP/FP/IT SYSTEMS IF INDICATED IN ANY PORTION OF THE DRAWINGS.

6. PLANS WHICH APPEAR AS BACKGROUNDS ON ENGINEERING DRAWINGS ARE FOR THE PURPOSE OF ILLUSTRATING GENERAL SPACE CONFIGURATION ONLY AND SHALL NOT BE USED FOR PORTIONS OF THE WORK OTHER THAN THAT PERTAINING TO

THE TITLE OF EACH SHEET.

7. AROUND ALL EXPOSED PIPES, CONDUIT OR DUCTS, INSTALL ENCLOSURES OF THE SAME MATERIAL AND FINISH AS ADJACENT

WORK, UNLESS NOTED OTHERWISE.

8. PROVIDE AND INSTALL ALL NECESSARY SUPPORT, BLOCKING, ANCHORING AND BRACING FOR ELECTRIC LIGHT FIXTURES, CHANDELIERS, OPERABLE PARTITIONS, TOILET PARTITIONS, MECHANICAL EQUIPMENT, PIPES, DUCTWORK, CABLE TRAYS, OTHER UTILITY APPURTENANCES, AND SIMILAR MISC. METALS NOTED OR IMPLIED IN THE CONTRACT DOCUMENTS.

9. ANY SURFACES OR AREAS NOT CLEARLY DEFINED OR INDICATED BY FINISH SCHEDULE SHALL BE OF SAME MATERIAL AND

FINISH AS SURFACES OR AREAS OF SIMILAR USE ELSEWHERE.

10. FINISHES SHOWN IN SCHEDULE TO EXTEND OVER, UNDER AND BEHIND CABINETS, COUNTERS, EQUIPMENT, FURNISHINGS, CHALK AND TACK BOARDS, RACKS, AND FIXTURES APPROXIMATELY 1"-2", WALLS BEHIND SAME TO BE FILLED AND PRIMED.

11. WALL FINISHES SHALL INCLUDE ALL PROJECTIONS, RECESSES, COLUMNS, ENCLOSURES AND BULKHEADS.

12. EXTERIOR PERIMETER OF ALL WINDOWS, DOOR FRAMES, LOUVERS OR OTHER ITEMS INSERTED IN AN EXTERIOR WALL SHALL

BE SEALED WEATHER TIGHT WHETHER INDICATED ON DRAWINGS OR NOT.

13. SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL VERTICAL AND HORIZONTAL MASONRY WALL REINFORCEMENT.

14. FIELD CHECK ALL ROUGH AND/OR FINISH DIMENSIONS FOR ACCURATE FITTING OF EQUIPMENT, CABINETS, COUNTERS, FIXTURES AND ACCESSORIES BEFORE FABRICATION. PROVIDE AND INSTALL ALL NECESSARY FILLERS, SCRIBE STRIPS, PANELS, BASES OR TRIM TO COMPLETE AND FINISH INSTALLATIONS.

15. CONSULT PLUMBING, ELECTRICAL AND MECHANICAL DRAWINGS FOR LOCATIONS AND DESCRIPTION OF ACCESS PANELS, LOUVER OPENINGS, VENTILATORS, GRILLES, REGISTERS, PANELS, VALVE CABINETS, DRINKING FOUNTAINS, ETC.

16. ALL SWITCHES, OUTLETS, THERMOSTATS, CLOCKS, SPEAKERS, FLAG POLE HOLDERS OR OTHER WALL MOUNTED DEVICES OR CONTROLS SHALL BE INSTALLED IN LOCATIONS WHICH ARE UNOBSTRUCTED BY CABINETS, COUNTERS, RACKS, FIXTURES, CHALK AND TACK BOARDS, FURNISHINGS OR EQUIPMENT. ITEMS INTENDED FOR WALL MOUNTING SHALL NOT BE INSTALLED ON, THROUGH OR INTO ANY OTHER EQUIPMENT UNLESS SPECIFICALLY CALLED FOR. VERIFY MOUNTING HEIGHTS WITH ADA

REQUIREMENTS.

17. PROVIDE AND INSTALL ALL NECESSARY HARDWARE, BRACKETS, BRACING, ANCHORING, INSERTS, BLOCKING, FURRING OR OTHER SUPPLEMENTARY ITEMS NEEDED FOR COMPLETE INSTALLATION OF EQUIPMENT, CABINETS, FIXTURES, ACCESSORIES, CCTV, INTERCOM, PROJECTORS, ETC.

ABBREVIATIONS

VENTED RUBBER BASEVRB

STAINED CONCRETESTN CONC

RUBBER TILE OR ROLL FLOORINGRUB

SUSPENDED ACOUSTICAL

CEILING TILE

WINDOW

ATHLETIC WOOD FLOORING

WATERPROOFING

WAINSCOT

WIRE MESH

WALL HYDRANT

WELDED WIRE FABRIC

WALL THICKNESS

WEATHERSTRIP

WASHER

WP

WSH

WSCT

WWF

WT

WSP

WDFLR

WM

WH

WIN

WATER CLOSET

WOODWD

WC

WITH

WEST

W/

W

VENEERED PLASTER (TEXTURED)

VINYL STRAIGHTVS

VPT

VENEERED PLASTER (SMOOTH)VPS

VENTILATINGVENT

VANITY

VINYL COVEVC

VAN

UNFIN UNFINISHED

UNEXCAVATEDUNEX

UNDERGROUNDUG

TWF THROUGH-WALL FLASHING

TOILET PARTITIONTP

TOP OF WALLTOW

TACKBOARD

TOILETTLT

TKBD

TEXTURES

THRESHOLDTH

TEX

TEMPORARY

TEMPERATURE or TEMPEREDTEMP

TEMPY

TOILET ACCESSORIESTA

SHEET VINYL

SHEET VINYL COVE

SEAMLESS VINYL COVE BASE

SANITARY WASTE LEADER

SOUTHWESTSW

SWL

SVCB

SVC

SV

STAINED

STAGGERED

STAINED BLOCK

SOUND TRANSMISSION CLASSSTC

STBLK

STAG

ST

SPECIAL FINISHSPF

SEALANT

SEALER

SOUND

SPACES

SPECIAL COATINGSPCT

SP

SND

SLR

SLNT

SCORED JOINTSJ

SOUND BATT INSULATIONSI

SHOWERSHWR

SHELF / SHELVESSH

SLIDING GLASS DOORSGD

SERVICE SINKSERV SK

SOUTHEAST

SECTIONSECT

SE

SB SPLASH BLOCK

SOUND ATTENUATION BLANKETSAB

RF

RT RIGHT

ROUNDRND

RMV REMOVED

RESILIENT FLOOR

RIGHT HAND

RIGID INSULATION

RH

RI

REV REVISION / REVISED

REM REMOVABLE

RECTANGULARRECT

REC RECESSED

REFLECTED CEILING PLANRCP

RBR RUBBER

RADIUSRAD., R

PKT POCKET

QUANTITYQTY

PAINTED

PAVEMENT

PTD

PVMT

POLISH

PORCELAIN TILE

PRIME PAINTPP

POR

POL

PANELPNL

PLUMBINGPLBG

PLAM PLASTIC LAMINATE

PARTICLE BOARD

PRECAST CONCRETE

PEGBOARDPGBD

PCC

PBD

P PAINT

OPT

OVHG OVERHANG

OPTIONAL

OH

OUTSIDE FACE

OVERHEAD

OF

OUT TO OUT

OVERALLOA

O/O

NW

NE NORTHEAST

NORTHWEST

NRC NOISE REDUCTION COEFFICIENT

NON-RATED

NO APPLIED FINISHNAP

N/R

MICROWAVEMW

MUL MULLION

MORTARMTR

MEETINGMTG

METAL STUDMS

MAPLEMP

MILLWORKMLWK

MLDG MOLDING

METAL LINEAR CEILINGMLC

MOUNTING HEIGHTMH

MANUFACTURINGMFG

MEMBRANEMEMB

MEDICINE CABINETMC

MARCITE

MACHINE

MAR

MACH

MARBLEM

LW LAMINATED WOOD

LVR LOUVER

LTG LIGHTING

LSC NFPA LIFE SAFETY CODE

LAMINATED PLASTICLP

LONGITUDINAL

LEFT HAND

LONG

LH

POUNDSLBS or (#)

LATITUDINALLAT

L LEFT

KNOCKDOWNKD

JOISTJST

INSIDE DIAMETER

INSULATED GLASS

INCHES

INFORMATION

IMPACT RESISTANTIR

INFO

IN

IG

ID

HOT WATER HEATERHWH

HP HORSE POWER

HNDRL HANDRAIL

HDWD HARDWOOD

HEADERHDR

HEADHD

GT GROUT

GRILLEGRL

GR GRADE

GC GENERAL CONTRACTOR

GRAB BARGB

FIRE EXTINGUISHER CABINET

FIXTUREFXT

FURRINGFUR'G

FOOD SERVICE EQUIPMENT

FULL SIZE

FSE

FS

FIREPROOFFPRF

FACE OF WALL

FACE OF STUDS

FOW

FOS

FLEXIBLEFLEX

FABRIC

FURNISHED BY OWNER

FACE BRICKFBR

FBO

FAB

EXTRUDEDEXTD

ELECTRIC WATER HEATEREWH

ENTRANCE

EQUALEQ

ENT

ENCLOSUREENCL

EXISTING GRADEEG

EXTERIOR CEMENT BOARDECB

EACH FACEEAF

DW

DYR DRYER

DISHWASHER

DR DOOR

DP DAMPPROOFING

DISP DISPENSER

DF DRINKING FOUNTAIN

DECIBELDB

CTSK COUNTER SINK

CENTERCTR

CASEWORKCSWK

COPINGCPG

CORRIDORCORR

CONFERENCECONF

CLEANOUTCO

CLASSROOMCLRM

CAST IN PLACECIP

CHALKBOARDCHBD

CORNER GUARDCG

BETWEENBTW

BS BOTH SIDES

BRK BRICK

BOT

BP BYPASS

BOTTOM

BONDBND

BUILDING LINEBL

BKS BACKSPLASH

BIFOLDBF

ACOUS

ADJUST

AHU

ALT

AP

ACOUSTICAL

ADJUSTABLE

AIR HANDLING UNIT

ALTERNATE

ACCESS PANEL

AWC

ASSY ASSEMBLY

ACOUSTICAL WALL COVERING

ASPHALTASPH

AFF ABOVE FINISHED FLOOR

SQ

STOR

STL

STD

SST, SS

SQ IN

SF

TV

TEL, TELE

TECH

SYS

SACT

SUSP

STRUCT

HIGH

HOLLOW METAL

HIGH POINT

HOLLOW CORE

HEIGHT

HARDWARE

INVERT

INTERIOR

INSULATION

HOUR

HORIZONTAL

HOSE BIBB

HEATING/VENTILATION/AIR COND

TELEVISION

TELEPHONE

TECHNICAL

SYSTEM

SUSPENDED

STRUCTURAL

STORAGE

STEEL

STANDARD

STAINLESS STEEL

SQUARE INCHES

SQUARE FEET

SQUARE

TOP

T.O.

TOF

TOC

T & B

TC

T/

T

THRU

UR

UON

UL

UC

TYP

TOS

LABORATORY

KNOCK OUT

JANITOR CLOSET

JANITOR

JOINT

LOW POINT

LONG LEG VERTICAL

LONG

LIGHT WEIGHT

LAVATORY

LAMINATE

LONG LEG HORIZONTAL

LIGHT WEIGHT CONCRETE

V

VT

VGWB

VCT

VEST

VERT

VTR

VB

W/O

VWC

MEZZANINE

METAL

MECHANICAL

MAXIMUM

MATERIAL

MASONRY OPENING

MANUFACTURER

MAINTENANCE

NORTH

NOMINAL

MOUNTED

MISCELLANEOUS

MIRROR

MINIMUM

MILITARY

MOISTURE RESISTANT

METAL BUILDING MANUFACTURER

TOP OF

VINYL WALL COVERING

VINYL TILE

VINYL COVERED GYPSUM WALLBOARD

VINYL COMPOSITION TILE

VESTIBULE

VERTICAL

VENT THRU ROOF

VAPOR BARRIER

VINYL

URINAL

UNDERWRITERS LABORATORY

UNLESS OTHERWISE NOTED

UNDERCUT

TYPICAL

TOP OF STEEL

TOP OF FOOTING

TOP OF CONCRETE

TOP AND BOTTOM

TOP CHORD

TREAD

THROUGH

WITHOUT

THICKTHK

HGT

HVAC

HDW

H

HC

HM

HP

HORIZ

HB

HR

INT

INSUL

INV

BEAM

BEARINGBRG

BM

JAN

JT

KO

LAB

LAV

LG

LWC

LLV

LLH

LP

LAM

BOLT

BUILDING

BRONZE

BOARD

BOTTOM OF

CARPET

CABINET

BLDG

BRZ

BLT

BD

B.O.

CAR

CAB

CENTERLINE

CEMENT

CEILING

CHANNEL

LCCL,

CEM PLAS

CEM

CLG

C

CLR

CT

C TO C

CCB

CLEARANCE, CLEAR

CERAMIC TILE

CENTER TO CENTER

CEMENT PLASTER

CONCRETE BLOCK

MFR

MATL

MO

MECH

MEZZ

MTL

MAX

MIN

MTD

MISC

MR

MBM

N

NOM

MIL

COMBINATION

COLUMN

COURSE

CONNECTION

CONCRETE

COMB

COL

CRC

CRS

CONST

CONN

CMU

CONC

CONTRACTOR

CONTINUOUS

DETAIL

DEPARTMENT

COORDINATE

CFE

CONTR

CONT

CJ

DET

DEPT

COORD

CONTRACTOR FURNISHED EQUIP

CONSTRUCTION, CONTROL JOINT

CONSTRUCTION

CONCRETE MASONRY UNIT

COLD ROLLED CHANNEL

CLOSETCLOS

BLOCK (ING)BLK

MIR, M

MAINT

LT WT

JAN CLOS

OPENING

ON CENTER

OFFICE

NUMBER

NOT TO SCALE

NOT IN CONTRACT

NOT APPLICABLE

PAIR

OUTSIDE DIAMETER

OUNCE

OPPOSITE HAND

OPPOSITE

PAINTED GYPSUM WALLBOARD

PAINTED CONCRETE MASONRY UNIT

POUND

POLYVINYL CHLORIDE

PLYWOOD

PLATE

PLACES

PLASTER, PLASTIC

RISER, RADIUS

RECEPTACLE

QUARRY TILE

PROJECT

PRESSURE TREATED

PREFABRICATED

POUNDS PER SQUARE INCH

POUNDS PER SQUARE FOOT

PARTITION

ROOM

ROOF DRAIN

RETURN AIR

REQUIREMENT

REQUIRED

REINFORCING

REFRIGERATOR

REFERENCE

SPECIFICATIONS

SOLID CORE

SIMILAR

SHEET

SEALED CONCRETE

SCHEDULE

SOUTH

ROUGH OPENING

NIC

NA

#NO,

NTS

OFF

OPNG

OC

OPP

OD

OZ

PCMU

PR

PGWB

DOOR GRILLE

DOUBLE

DIMENSION

DIAMETER

DOWN

DRAWING

DOWNSPOUT

DG

DBL

DIM

DIA,

DWG

DS

DN

DO

EAST

EACH

ELECTRIC (AL)

ENGINEER

ELEVATOR

ELEVATION

E

ELEC

EA

ENGR

ELEV

EL

EWC ELECTRIC WATER COOLER

DOOR OPENING

PLAS

PL

PLCS

LB, #

PVC

PSI

PSF

PT

PROJ

QT

R

RCPT

EXPANSION

EXISTING

EXHAUST FAN

EXHAUST

EXTERIOR

EXP

EXIST

EF

EXH

EXT

EJ, EXP JT

FINISH

FEET, FOOT

FE

FIN

FT

FED SPEC

FR

FHR

FHC

FEC

FM

FIRE RESISTANT (RATED)

FIRE HOSE RACK

FIRE HOSE CABINET

FIRE EXTINGUISHER

FEDERAL SPECIFICATIONS

FACTORY MUTUAL

EXPANSION JOINT

EQUIPMENTEQUIP, EQMT

REF

REQD

REINF

RA

RM

RD

REQT

S

SIM

SHT

SPEC

SC

RO

FOOTING

FLUORESCENT

FLOOR DRAIN

FLOOR

FURNISH

FOUNDATION

FLUOR

FTG

FLD, FD

FL

FURN

FDN

GLASS

GENERATOR

GALVANIZED

GYPSUM

GROUND

GOVERNMENT

GL

GEN

GALV STL

GALV

GYP

GND

GFE

GOVT

GAGEGA

GOVERNMENT FURNISHED EQUIPMENT

GALVANIZED STEEL

GYPSUM WALLBOARDGWB

FLASHINGFLASH'G

S CONC

SCHED

REFR, REFRIG

PREFAB

PLWD,PLYWD

PTN, PART

OPP HAND

DIAGONALDIAG

PJ PRECAST WALL JOINT

ADA AMERICANS W/ DISABILITIES ACT

ABOVE

ACOUSTIC PANEL CEILING

AIR CONDITIONING

ARCHITECT/ENGINEER

ACCESS FLOOR

ANOD

APPROX

A/E

ARCH

ANODIZE

APPROXIMATE

ARCHITECT

AT

A/C

AL, ALUM

AB

L

ABV

APC

AF

ALUMINUM

ANCHOR BOLT

ANGLE

ALASKA AEROSPACE CORPORATIONAAC

A101

A101

1 REF

R E

F

1 REF

R E

F

0-S6AX

SECTION MARKER

EXTERIOR ELEVATION MARKER

INTERIOR ELEVATION MARKER

FLOOR ELEVATION SYMBOL

SYMBOLS LEGEND

DETAIL CALLOUT MARKER

SPOT ELEVATION SYMBOL

STRUCTURAL GRID MARKER

PARTITION TAG

DOOR NUMBER TAG

ROOM TAG

ROOM NAME

101A

ROOM NAME

101A

150 SF

SECTION NUMBER ON SHEET

SHEET NUMBER ON WHICH

SECTION IS DRAWN

SECTION NUMBER ON SHEET

SHEET NUMBER ON WHICH

SECTION IS DRAWN

SECTION NUMBER ON SHEET

SHEET NUMBER ON WHICH

SECTION IS DRAWN

GLASS TYPE TAG

SECTION NUMBER ON SHEET

SHEET NUMBER ON WHICH

DETAIL IS DRAWN

A101

SIM

OVD

A101

SIM REVISION CLOUDS

FIRE RATED PARTITION

REVISION NUMBER DELTA

CLOUDED REVISION

OPENING

EARTH

TYPICAL METAL STUD PARTITION

CONCRETE

METAL-LARGE SCALE

WOOD-ROUGH

INSULATION (LOOSE OR BATT)

TYPICAL MASONRY WALL

RIGID INSULATION

2 HOUR SEPARATION ASSEMBLY

OR FIRE PARTITION

1 HOUR SEPARATION ASSEMBLY

OR FIRE PARTITION

L05

LOUVER TAG

CURTAIN WALL / WINDOW WALL SYSTEM TAG

KEYNOTE TAGS

NEW

CONSTRUCTION

EXISTING

G2

DRAWING TITLE

DRAWING NUMBER

DRAWING SCALE

DRAWING TITLE

FLOOR PLAN

1 1/8" = 1'-0"

A

A

1t

1/ 4"

M A

X

MAXIMUM VERTICAL

LEVEL CHANGE

WALKING SURFACE

A117.1 §303.2

MAXIMUM BEVELED

LEVEL CHANGE

IN WALKING SURFACE

A117.1 §303.3

1/ 4"

M A

X

1/ 2'

M A

X

1/ 4"

M A

X

1/ 4"

M A

X

1/ 2'

M A

X

4' - 0"

2'

CLEAR FLOOR OR

GROUND SPACE

A117.1 §305.3

2' - 7"

M A

X 2'

4'

2'

M A

X 1'

"4' - 0"

3' - 0"

M O

R E

T H

A N

M O

R E

T H

A N

5' - 0"

MANEURVERING CLEARANCES IN

AN ALCOVE FORWARD APPROACH

A117.1 §305.5-305.7

MANEUVERING CLEARANCES IN

AN ALCOVE PARALLEL APPROACH

A117.1 §305.5-305.7

SHALLOW ALCOVES

FORWARD APPROACH

A117.1 §305.7.1

DEEP ALCOVES

PARALLEL APPROACH

A117.1 §305.7.2

4' - 0"

2'

2' - 7"

M A

X 2'

4'

2'

M A

X 1'

"4' - 0"

3' - 0"

M O

R E

T H

A N

M O

R E

T H

A N

5' - 0"

48" MIN CLEAR 48" MIN CLEAR 48" MIN CLEAR48" MIN CLEAR 48" MIN CLEAR 48" MIN CLEAR

PULL SIDE

PUSH

SIDE48

M

IN

M

IN

PULL SIDE

Y

PUSH

SIDE

MIN.

22"

' M

IN

IF

D O

O R

M

IN

H A

S B

O T

H A

C

LO

S

E R

A

L A

T C

H

NOTE: X = 36" MIN.

IF Y = 60"

X = 42" MIN.

IF Y = 54"

PULL SIDE

NOTE: Y = 54" MIN

IF DOOR HAS

CLOSER

NOTE: X - 48" MIN

IF DOOR HAS

CLOSERPUSH

SIDE

LATCH APPROACH

24"

24"

Y

8"

M

IN

X

2" M

IN

HINGE APPROACH

MINIMUM DOOR WIDTH

CLEAR

32" MIN.

FRONT APPROACH

12" MIN

36" MIN.

32" MIN.

' M

IN

CLEAR WIDTH OF AN

ACCESSIBLE ROUTE

A117.1 §403.5

BOTTOM OF

ANY OBSTRUCTION

G R

E A

T E

R

O

R

C

LE

A R

4" MAX

LIMITS OF PROTRUDING OBJECTS

A117.1 §307.2

36" MIN.

32" MIN.

' M

IN

G R

E A

T E

R

O

R

C

LE

A R

4" MAX

CIRCULAR TURNING SPACE

A117.1 §304.3.1

MIN.

1' - 0"

MIN.

3' - 0"

MIN.

1' - 0"

M

IN

M

IN

60" MIN.

M

IN

M

IN

36" MIN. 36" MIN.X = 48" MIN.

T-SHAPED TURNING SPACE

A117.1 §304.3.2

CLEAR WIDTH AT TURN

A117.1 §403.5.2

Y

8"

M

IN

36" MIN. IF Y = 60" MIN.

42" MIN.

36" MIN. IF Y = 60" MIN.

42" MIN.

X = LESS THAN 48"

TURNS AROUND AN OBJECT

(WHEN X < 48")

67" DIA

MIN.

1' - 0"

MIN.

3' - 0"

MIN.

1' - 0"

M

IN

M

IN

60" MIN.

M

IN

M

IN

36" MIN. 36" MIN.X = 48" MIN.

Y

8" M

IN

36" MIN. IF Y = 60" MIN.

42" MIN.

36" MIN. IF Y = 60" MIN.

42" MIN.

X = LESS THAN 48"

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

A

B

C

D

E

U :\R ev it

P ro je ct

F ile s\

\C

_A _2

5_

C en tr al

_c ko tr lik

.r vt

5/ 8/

0:

:1

A

M

A R

E A

P

A D

D

BRPH

C. KOTRLIK

P A

C

IF

IC

S

P A

C E

P O

R T

C O

M P

L E

X

K O

D

IA

K I S

L A

N D

A

L A

S K

A

A L A

S K

A A

E R

O S

P A

C E

C O

R P

O R

A T

IO

N

C09729.001

G-002

05/08/2026

ABBREVIATIONS,

SYMBOLS,

GENERAL NOTES

KEN LOWERY

AK NO. 14640

1/4" = 1'-0"A5

CLEAR FLOOR OR

GROUND SPACE

1/4" = 1'-0"B3

DOOR IN SERIES AND GATES IN SERIES

1/4" = 1'-0"A4

TURNING SPACE

1/4" = 1'-0"A3

MANEUVERING CLEARANCES AT MANUAL

SWINGING DOORS AND GATES

1/4" = 1'-0"B4

MINIMUM CLEAR PASSAGE AND

PROTRUDING OBJECTS

1 1/2" = 1'-0"B5

CHANGED IN LEVELS

0 2' 4' 8' 12'

1/4" = 1'-0"

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

1 1/2" = 1'-0"

SECTION 07 92 00 - JOINT SEALANTS

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Silicone joint sealants.

2. Latex joint sealants.

3. Acoustical joint sealants.

1.2 ACTION SUBMITTALS

A. Product Data: For each joint-sealant product indicated.

B. Samples for Initial Selection: Manufacturer's standard color charts consisting of strips of cured sealants showing the full range of colors available for each product exposed to view.

C. Joint-Sealant Schedule: Include the following information:

1. Joint-sealant application, joint location, and designation.

2. Joint-sealant manufacturer and product name.

3. Joint-sealant formulation.

4. Joint-sealant color.

1.3 INFORMATIONAL SUBMITTALS

A. Product Certificates: For each kind of joint sealant and accessory, from manufacturer.

1.4 CLOSEOUT SUBMITTALS

A. Manufacturers' special warranties.

B. Installer's special warranties.

1.5 QUALITY ASSURANCE

A. Installer Qualifications: Authorized representative who is trained and approved by manufacturer.

B. Testing Agency Qualifications: Qualified in accordance with ASTM C1021 to conduct the testing indicated.

1.6 FIELD CONDITIONS

A. Do not proceed with installation of joint sealants under the following conditions:

1. When ambient and substrate temperature conditions are outside limits permitted by joint-sealant manufacturer

2. When joint substrates are wet.

3. Where joint widths are less than those allowed by joint-sealant manufacturer for applications indicated.

4. Where contaminants capable of interfering with adhesion have not yet been removed from joint substrates.

1.7 WARRANTY

A. Special Installer's Warranty: Installer agrees to repair or replace joint sealants that do not comply with performance and other requirements specified in this Section within specified warranty period.

1. Warranty Period: Two years from date of Substantial Completion.

B. Special Manufacturer's Warranty: Manufacturer agrees to furnish joint sealants to repair or replace those joint sealants that do not comply with performance and other requirements specified in this Section within specified warranty period.

1. Warranty Period: Five years from date of Substantial Completion.

C. Special warranties specified in this article exclude deterioration or failure of joint sealants from the following:

1. Movement of the structure caused by stresses on the sealant exceeding sealant manufacturer's written specifications for sealant elongation and compression.

2. Disintegration of joint substrates from causes exceeding design specifications.

3. Mechanical damage caused by individuals, tools, or other outside agents.

4. Changes in sealant appearance caused by accumulation of dirt or other atmospheric contaminants.

PART 2 - PRODUCTS

2.1 SOURCE LIMITATIONS

A. Obtain joint sealants from single manufacturer for each sealant type.

2.2 JOINT SEALANTS, GENERAL

A. Compatibility: Provide joint sealants, backings, and other related materials that are compatible with one another and with joint substrates under conditions of service and application, as demonstrated by joint-sealant manufacturer, based on testing and field experience.

B. Stain-Test-Response Characteristics: Where sealants are specified to be non-staining to porous substrates, provide products that have undergone testing according to ASTM C 1248 and have not stained porous joint substrates indicated for Project.

C. Colors of Exposed Joint Sealants: As selected by Architect from manufacturer’s full range.

2.3 SILICONE JOINT SEALANTS

A. Silicone, S, NS, 100/50, NT: Single-component, nonsag, plus 100 percent and minus 50 percent movement capability, nontraffic-use, neutral-curing silicone joint sealant; ASTM C920, Type S, Grade NS, Class 100/50, Use NT.

1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

a. Adfast.

b. GE Construction Sealants; Momentive Performance Materials Inc.

c. Sika Corporation - Building Components.

2.4 LATEX JOINT SEALANTS

A. Acrylic Latex: Acrylic latex or siliconized acrylic latex, ASTM C834, Type OP, Grade NF.

1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

a. Adfast.

b. Everkem Diversified Products, Inc.

c. Franklin International.

d. PPG Paints; PPG Industries, Inc.

e. Pecora Corporation.

f. Sherwin-Williams Company (The).

g. Tremco Incorporated.

2.5 JOINT-SEALANT BACKING

A. Sealant Backing Material, General: Nonstaining; compatible with joint substrates, sealants, primers, and other joint fillers; and approved for applications indicated by sealant manufacturer based on field experience and laboratory testing.

1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

a. Adfast.

b. Alcot Plastics Ltd.

c. Construction Foam Products; a division of Nomaco, Inc.

d. Master Builders Solutions; brand of MBCC Group.

B. Cylindrical Sealant Backings: ASTM C1330, Type C (closed-cell material with a surface skin), Type O (open-cell material), Type B (bicellular material with a surface skin), or any of the preceding types, as approved in writing by joint-sealant manufacturer for joint application indicated, and of size and density to control sealant depth and otherwise contribute to producing optimum sealant performance.

C. Bond-Breaker Tape: Polyethylene tape or other plastic tape recommended by sealant manufacturer for preventing sealant from adhering to rigid, inflexible joint-filler materials or joint surfaces at back of joint. Provide self-adhesive tape where applicable.

2.6 MISCELLANEOUS MATERIALS

A. Primer: Material recommended by joint-sealant manufacturer where required for adhesion of sealant to joint substrates indicated, as determined from preconstruction joint-sealant-substrate tests and field tests.

B. Cleaners for Nonporous Surfaces: Chemical cleaners acceptable to manufacturers of sealants and sealant backing materials, free of oily residues or other substances capable of staining or harming joint substrates and adjacent nonporous surfaces in any way, and formulated to promote optimum adhesion of sealants to joint substrates.

C. Masking Tape: Non-staining, nonabsorbent material compatible with joint sealants and surfaces adjacent to joints.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine joints indicated to receive joint sealants, with Installer present, for compliance with requirements for joint configuration, installation tolerances, and other conditions affecting performance of the Work.

B. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 PREPARATION

A. Surface Cleaning of Joints: Clean out joints immediately before installing joint sealants to comply with joint-sealant manufacturer's written instructions and the following requirements:

1. Remove all foreign material from joint substrates that could interfere with adhesion of joint sealant, including dust, paints (except for permanent, protective coatings tested and approved for sealant adhesion and compatibility by sealant manufacturer), old joint sealants, oil, grease, waterproofing, water repellents, water, surface dirt, and frost.

2. Clean porous joint substrate surfaces by brushing, grinding, mechanical abrading, or a combination of these methods to produce a clean, sound substrate capable of developing optimum bond with joint sealants. Remove loose particles remaining after cleaning operations above by vacuuming or blowing out joints with oil-free compressed air. Porous joint substrates include the following:

a. Concrete.

3. Remove laitance and form-release agents from concrete.

4. Clean nonporous joint substrate surfaces with chemical cleaners or other means that do not stain, harm substrates, or leave residues capable of interfering with adhesion of joint sealants. Nonporous joint substrates include the following:

B. Joint Priming: Prime joint substrates where recommended by joint-sealant manufacturer or as indicated by preconstruction joint-sealant-substrate tests or prior experience. Apply primer to comply with joint-sealant manufacturer's written instructions. Confine primers to areas of joint-sealant bond; do not allow spillage or migration onto adjoining surfaces.

C. Masking Tape: Use masking tape where required to prevent contact of sealant or primer with adjoining surfaces that otherwise would be permanently stained or damaged by such contact or by cleaning methods required to remove sealant smears. Remove tape immediately after tooling without disturbing joint seal.

3.3 INSTALLATION OF JOINT SEALANTS

A. General: Comply with joint-sealant manufacturer's written installation instructions for products and applications indicated, unless more stringent requirements apply.

B. Sealant Installation Standard: Comply with recommendations in ASTM C1193 for use of joint sealants as applicable to materials, applications, and conditions indicated.

C. Install sealant backings of type indicated to support sealants during application and at position required to produce cross-sectional shapes and depths of installed sealants relative to joint widths that allow optimum sealant movement capability.

1. Do not leave gaps between ends of sealant backings.

2. Do not stretch, twist, puncture, or tear sealant backings.

3. Remove absorbent sealant backings that have become wet before sealant application, and replace them with dry materials.

D. Install bond-breaker tape behind sealants where sealant backings are not used between sealants and backs of joints.

E. Install sealants using proven techniques that comply with the following and at the same time backings are installed:

1. Place sealants so they directly contact and fully wet joint substrates.

2. Completely fill recesses in each joint configuration.

3. Produce uniform, cross-sectional shapes and depths relative to joint widths that allow optimum sealant movement capability.

F. Tooling of Nonsag Sealants: Immediately after sealant application and before skinning or curing begins, tool sealants in accordance with requirements specified in subparagraphs below to form smooth, uniform beads of configuration indicated; to eliminate air pockets; and to ensure contact and adhesion of sealant with sides of joint.

1. Remove excess sealant from surfaces adjacent to joints.

2. Use tooling agents that are approved in writing by sealant manufacturer and that do not discolor sealants or adjacent surfaces.

3. Provide concave joint profile in accordance with Figure 8A in ASTM C1193 unless otherwise indicated.

4. Provide flush joint profile in accordance with Figure 8B in ASTM C1193.

5. Provide recessed joint configuration of recess depth and in accordance with Figure 8C in

ASTM C1193.

a. Use masking tape to protect surfaces adjacent to recessed tooled joints.

3.4 CLEANING

A. Clean off excess sealant or sealant smears adjacent to joints as the Work progresses by methods and with cleaning materials approved in writing by manufacturers of joint sealants and of products in which joints occur.

3.5 PROTECTION

A. Protect joint sealants during and after curing period from contact with contaminating substances and from damage resulting from construction operations or other causes so sealants are without deterioration or damage at time of Substantial Completion. If, despite such protection, damage or deterioration occurs, cut out, remove, and repair damaged or deteriorated joint sealants immediately so installations with repaired areas are indistinguishable from original work.

END OF SECTION 07 92 00

SECTION 08 11 13 - HOLLOW METAL DOORS AND FRAMES

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Standard hollow metal doors and frames.

1.2 DEFINITIONS

A. Minimum Thickness: Minimum thickness of base metal without coatings in accordance with NAAMM- HMMA 803 or ANSI/SDI A250.8.

1.3 ACTION SUBMITTALS

A. Product Data:

1. Standard hollow metal doors and frames.

B. Product Data Submittals: For each product.

1. Include construction details, material descriptions, core descriptions, and finishes.

C. Shop Drawings: Include the following:

1. Elevations of each door type.

2. Details of doors, including vertical- and horizontal-edge details and metal thicknesses.

3. Frame details for each frame type, including dimensioned profiles and metal thicknesses.

4. Locations of reinforcement and preparations for hardware.

5. Details of each different wall opening condition.

6. Details of electrical raceway and preparation for electrified hardware, access control systems, and security systems.

7. Details of anchorages, joints, field splices, and connections.

8. Details of accessories.

9. Details of moldings and removable stops.

D. Product Schedule: For hollow-metal doors and frames, prepared by or under the supervision of supplier, using same reference numbers for details and openings as those on Drawings. Coordinate with final door hardware schedule.

1.4 QUALITY ASSURANCE

A. Source Limitations: Obtain hollow metal work from single source from single manufacturer.

B. Egress Door Inspector Qualifications: Inspector for field quality-control inspections of egress door assemblies is to meet the qualifications set forth in NFPA 101, Section 7.2.1.15.4 and the following:

1. Door and Hardware Institute Egress Door Assembly Inspector (FDAI) certification.

1.5 DELIVERY, STORAGE, AND HANDLING

A. Deliver hollow-metal doors and frames palletized, packaged, or crated to provide protection during transit and Project-site storage. Do not use nonvented plastic.

1. Provide additional protection to prevent damage to factory-finished units.

B. Deliver welded frames with two removable spreader bars across bottom of frames, tack welded to jambs and mullions.

C. Store hollow metal work under cover at Project site. Place in stacks of five units maximum in a vertical position with heads up, spaced by blocking, on minimum 4-inch-high wood blocking. Do not store in a manner that traps excess humidity.

1. Provide minimum 1/4-inch space between each stacked door to permit air circulation.

1.6 PROJECT CONDITIONS

A. Field Measurements: Verify actual dimensions of openings by field measurements before fabrication.

PART 2 - PRODUCTS

2.1 HOLLOW METAL DOORS AND FRAMES

A. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following:

1. Ceco Door Products; an Assa Abloy Group company.

2. Curries Company; an Assa Abloy Group company.

3. Fleming Door Products Ltd.; an Assa Abloy Group company.

4. Steelcraft; an Ingersoll-Rand company.

5. Trudoor

6. Others as approved by Architect.

2.2 MATERIALS

A. Cold-Rolled Steel Sheet: ASTM A1008/A1008M, Commercial Steel (CS), Type B; suitable for exposed applications.

B. Hot-Rolled Steel Sheet: ASTM A1011/A1011M, Commercial Steel (CS), Type B; free of scale, pitting, or surface defects; pickled and oiled.

C. Metallic-Coated Steel Sheet: ASTM A653/A653M, Commercial Steel (CS), Type B.

D. Inserts, Bolts, and Fasteners: Hot-dip galvanized in accordance with ASTM A153/A153M.

E. Mineral-Fiber Insulation: ASTM C665, Type I (blankets without membrane facing); consisting of fibers manufactured from slag or rock wool; with maximum flame-spread and smoke-developed indexes of 25 and 50, respectively; passing ASTM E136 for combustion characteristics.

2.3 STANDARD HOLLOW METAL DOORS

A. General: Provide doors of design indicated, not less than thickness indicated; fabricated with smooth surfaces, without visible joints or seams on exposed faces unless otherwise indicated. Comply with

ANSI/SDI A250.8.

1. Design: Flush panel.

2. Core Construction: Manufacturer's standard kraft-paper honeycomb, polystyrene, polyurethane, polyisocyanurate, mineral-board, or vertical steel-stiffener core.

3. Vertical Edges for Single-Acting Doors: Manufacturer's standard.

a. Beveled Edge: 1/8 inch in 2 inches.

4. Vertical Edges for Double-Acting Doors: Round vertical edges with 2-1/8-inch radius.

5. Top and Bottom Edges: Closed with flush or inverted 0.042-inch-thick, end closures or channels of same material as face sheets.

6. Tolerances: Comply with SDI 117, "Manufacturing Tolerances for Standard Steel Doors and Frames."

B. Exterior Doors: Face sheets fabricated from cold-rolled steel sheet. Provide doors complying with requirements indicated below by referencing ANSI/SDI A250.8 for level and model and ANSI/SDI A250.4 for physical performance level:

1. Level 1 and Physical Performance Level C (Heavy Duty), Model 1 (Full Flush).

a. Width: 1-3/4 inches.

b. Face: Metallic-coated steel sheet, minimum thickness of 0.032 inch.

C. Fabricate concealed stiffeners and hardware reinforcement from either cold- or hot-rolled steel sheet.

2.4 STANDARD HOLLOW METAL FRAMES

A. General: Comply with ANSI/SDI A250.8 and with details indicated for type and profile.

B. Interior Frames: Fabricated from cold-rolled steel sheet.

1. Fabricate frames with mitered or coped corners.

2. Fabricate frames as full profile welded unless otherwise indicated.

3. Frames for Borrowed Lights: Same as adjacent door frame.

4. Metallic-coated steel sheet, minimum thickness of 0.042 inch.

C. Hardware Reinforcement: Fabricate according to ANSI/SDI A250.6 with reinforcement plates from same material as frames.

2.5 FRAME ANCHORS

A. Jamb Anchors:

1. Type: Anchors of minimum size and type required by applicable door and frame standard, and suitable for performance level indicated.

2. Quantity: Minimum of three anchors per jamb, with one additional anchor for frames with no floor anchor. Provide one additional anchor for each 24 inches of frame height above 7 feet.

3. Post-installed Expansion Anchor: Minimum 3/8-inch-diameter bolts with expansion shields or inserts, with manufacturer's standard pipe spacer.

B. Floor Anchors: Provide floor anchors for each jamb and mullion that extends to floor.

C. Floor Anchors for Concrete Slabs with Underlayment: Adjustable-type anchors with extension clips, allowing not less than 2-inch height adjustment. Terminate bottom of frames at top of underlayment.

D. Material: ASTM A879/A879M, Commercial Steel (CS), 04Z coating designation; mill phosphatized.

1. For anchors built into exterior walls, steel sheet complying with ASTM A1008/A1008M or ASTM A1011/A1011M; hot-dip galvanized in accordance with ASTM A153/A153M, Class B.

2.6 FABRICATION

A. Fabricate hollow metal work to be rigid and free of defects, warp, or buckle. Accurately form metal to required sizes and profiles, with minimum radius for thickness of metal. Where practical, fit and assemble units in manufacturer's plant. To ensure proper assembly at Project site, clearly identify work that cannot be permanently factory assembled before shipment.

B. Tolerances: Fabricate hollow metal work to tolerances indicated in SDI 117.

C. Hollow-Metal Frames: Fabricate in one piece except where handling and shipping limitations require multiple sections. Where frames are fabricated in sections, provide alignment plates or angles at each joint, fabricated of metal of same or greater thickness as frames.

1. Provide countersunk, flat- or oval-head exposed screws and bolts for exposed fasteners unless otherwise indicated.

2. Door Silencers: Except on weather-stripped frames, drill stops to receive door silencers as follows. Keep holes clear during construction.

a. Single-Door Frames: Drill stop in strike jamb to receive three door silencers.

b. Double-Door Frames: Drill stop in head jamb to receive two door silencers.

E. Hardware Preparation: Factory prepare hollow-metal doors and frames to receive templated mortised hardware, and electrical wiring; include cutouts, reinforcement, mortising, drilling, and tapping in accordance with ANSI/SDI A250.6, the Door Hardware Schedule on Drawings, and templates.

1. Reinforce doors and frames to receive nontemplated, mortised, and surface-mounted door hardware.

2. Comply with BHMA A156.115 for preparing hollow-metal doors and frames for hardware.

2.8 STEEL FINISHES

A. Prime Finish: Clean, pretreat, and apply manufacturer's standard primer.

1. Shop Primer: Manufacturer's standard, fast-curing, lead- and chromate-free primer complying with ANSI/SDI A250.10; recommended by primer manufacturer for substrate; compatible with substrate and field-applied coatings despite prolonged exposure.

B. Factory Finish: Clean, pretreat, and apply manufacturer's standard two-coat, baked-on finish consisting of prime coat and thermosetting topcoat, complying with ANSI/SDI A250.3.

1. Color and Gloss: As selected by Architect from manufacturer's full range.

PART 3 - EXECUTION

3.1 PREPARATION

A. Remove welded-in shipping spreaders installed at factory. Restore exposed finish by grinding, filling, and dressing, as required to make repaired area smooth, flush, and invisible on exposed faces. Touch up factory-applied finishes where spreaders are removed.

B. Drill and tap doors and frames to receive non-templated, mortised, and surface-mounted door hardware.

3.2 INSTALLATION

A. Install hollow-metal doors and frames plumb, rigid, properly aligned, and securely fastened in place.

Comply with approved Shop Drawings and with manufacturer's written instructions.

B. Hollow-Metal Frames: Comply with ANSI/SDI A250.11.

1. Set frames accurately in position; plumbed, aligned, and braced securely until permanent anchors are set. After wall construction is complete, remove temporary braces without damage to completed Work.

a. Where frames are fabricated in sections, field splice at approved locations by welding face joint continuously; grind, fill, dress, and make splice smooth, flush, and invisible on exposed faces. Touch-up finishes.

b. Install frames with removable stops located on secure side of opening.

2. Floor Anchors: Secure with post-installed expansion anchors.

a. Floor anchors may be set with power-actuated fasteners instead of postinstalled expansion anchors if so indicated and approved on Shop Drawings.

3. Installation Tolerances: Adjust hollow-metal frames to the following tolerances:

a. Squareness: Plus or minus 1/16 inch, measured at door rabbet on a line 90 degrees from jamb perpendicular to frame head.

b. Alignment: Plus or minus 1/16 inch, measured at jambs on a horizontal line parallel to plane of wall.

c. Twist: Plus or minus 1/16 inch, measured at opposite face corners of jambs on parallel lines, and perpendicular to plane of wall.

d. Plumbness: Plus or minus 1/16 inch, measured at jambs at floor.

C. Hollow-Metal Doors: Fit and adjust hollow-metal doors accurately in frames, within clearances specified below.

1. Non-Fire-Rated Steel Doors: Comply with ANSI/SDI A250.8.

SECTION 08 11 13 - HOLLOW METAL DOORS AND FRAMES (cont.)

3.3 FIELD QUALITY CONTROL

A. Inspection Agency: Owner will engage a qualified inspector to perform inspections and to furnish reports to Architect.

B. Inspections:

1. Egress Door Inspections: Inspect each door equipped with panic hardware, each door equipped with fire exit hardware, each door located in an exit enclosure, each electrically controlled egress door, and each door equipped with special locking arrangements in accordance with NFPA 101, Section 7.2.1.15.

C. Repair or remove and replace installations where inspections indicate that they do not comply with specified requirements.

D. Reinspect repaired or replaced installations to determine if replaced or repaired door assembly installations comply with specified requirements.

3.4 REPAIR

A. Prime-Coat Touchup: Immediately after erection, sand smooth rusted or damaged areas of prime coat and apply touchup of compatible air-drying, rust-inhibitive primer.

B. Metallic-Coated Surface Touchup: Clean abraded areas and repair with galvanizing repair paint in accordance with manufacturer's written instructions.

C. Factory-Finish Touchup: Clean abraded areas and repair with same material used for factory finish in accordance with manufacturer's written instructions.

D. Touchup Painting: Cleaning and touchup painting of abraded areas of paint are specified in painting Sections.

END OF SECTION 08 11 13

SECTION 08 33 23 - OVERHEAD COILING DOORS

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Insulated service doors.

B. Related Requirements:

1. Section 13 34 19 “Metal Building Systems”

1.2 ACTION SUBMITTALS

A. Product Data: For each type and size of overhead coiling door and accessory.

B. Shop Drawings: For each installation and for special components not dimensioned or detailed in manufacturer's product data.

1. Include points of attachment and their corresponding static and dynamic loads imposed on structure.

2. Include diagrams for power, signal, and control wiring.

C. Samples: For each exposed product and for each color and texture specified.

1.3 INFORMATIONAL SUBMITTALS

A. Sample warranty.

1.4 CLOSEOUT SUBMITTALS

A. Special warranty.

B. Maintenance data.

C. Record Documents: List of door numbers and applicable room name and number to which door accesses.

1.5 QUALITY ASSURANCE

A. Installer Qualifications: An entity that employs installers and supervisors who are trained and approved by manufacturer for both installation and maintenance of units required for this Project.

1.6 WARRANTY

A. Special Warranty: Manufacturer agrees to repair or replace components of doors that fail in materials or workmanship within specified warranty period.

1. Warranty Period: Two years from date of Substantial Completion.

PART 2 - PRODUCTS

2.1 MANUFACTURERS, GENERAL

A. Source Limitations: Obtain overhead coiling doors from single source from single manufacturer.

1. Equal to Overhead Door Company, 625 Series Insulated.

2. Obtain operators and controls from overhead coiling door manufacturer.

2.2 PERFORMANCE REQUIREMENTS

A. Accessibility Standard: Comply with applicable provisions in the USDOJ's "2010 ADA Standards for Accessible Design" and ICC A117.1.

B. Structural Performance, Exterior Doors: Capable of withstanding the following design wind loads:

Second option in "Design Wind Load" Subparagraph below is minimum design pressure advertised by manufacturers.

1. Design Wind Load: As indicated on Drawings.

2. Testing: According to ASTM E330/E330M .

C. Windborne-Debris Impact Resistance: Provide impact-protective overhead coiling doors that pass ASTM E1886 missile-impact and cyclic-pressure tests according to ASTM E1996 for Wind Zone 3 for basic protection.

1. Large-Missile Test: For overhead coiling doors located within 30 ft. (9.1 m) D. Seismic Performance: Overhead coiling doors withstand the effects of earthquake motions determined according to ASCE/SEI 7.

2.3 DOOR ASSEMBLY - OHCD

A. Insulated Service Door: Overhead coiling door formed with curtain of interlocking metal slats.

B. Operation Cycles: Door components and operators capable of operating for not less than 50,000.

C. Insulated Door Curtain R-Value: R-7.7.

D. Insulated Door Assembly U-Factor: U-0.31.

E. Door Curtain Material: Galvanized steel.

F. Door Curtain Slats: Flat profile slats of 2-5/8-inch (67-mm) center-to-center height.

1. Insulated-Slat Interior Facing: Metal.

G. Bottom Bar: Two angles, each not less than 1-1/2 by 1-1/2 by 1/8 inch (38 by 38 by 3 mm) thick;

fabricated from hot-dip galvanized steel and finished to match door.

H. Curtain Jamb Guides: Galvanized steel with exposed finish matching curtain slats.

I. Hood: Match curtain material and finish.

1. Mounting: Between Pre-engineered metal building jambs or as indicated on the drawings.

J. Locking Devices: Equip door with slide bolt for padlock, and chain lock keeper.

K. Manual Door Operator: Chain-hoist operator.

L. Electric Door Operator:

1. Equal to Overhead Door Company RHX Series.

2. Usage Classification: Standard duty, up to 25 cycles per hour and up to 90 cycles per day.

3. Safety: Listed according to UL 325 by a qualified testing agency for commercial or industrial use.

4. Motor Exposure: Interior.

5. Motor Electrical Characteristics:

a. Horsepower: 1 hp.

b. Voltage: As indicated on Electrical Drawings.

6. Emergency Manual Operation: Chain type.

7. Obstruction-Detection Device: Automatic photoelectric sensor.

8. Control Station(s): Interior mounted.

M. Curtain Accessories: Equip door with weatherseals, astragal, automatic-closing device.

N. Door Finish:

1. Aluminum Finish: Anodized color as selected by Architect from full range of industry colors and color densities.

2. Baked-Enamel or Powder-Coated Finish: Color as selected by Architect from manufacturer's full range.

3. Factory Prime Finish: Manufacturer's standard color.

4. Interior Curtain-Slat Facing: Match finish of exterior curtain-slat face.

2.4 MATERIALS, GENERAL

A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application.

2.5 DOOR CURTAIN MATERIALS AND CONSTRUCTION

A. Door Curtains: Fabricate overhead coiling-door curtain of interlocking metal slats, designed to withstand wind loading indicated, in a continuous length for width of door without splices.