Attach_3_-_Drawings.pdf

CONCRETE

MASONRY

RIGID INSULATION

(E) Mechanical Curb - Demo or Reset - see M/E sheet

ROOF LEGEND

(E) Mech. unit - Demo or Reset - See M/E sheet

(E) Roof Hatch - Remove & Reset in Place

(E) Mech. Vent Stack To Remain - See M/E sheet

P lo t D a te

OFFICE SIGNATURE DATE OFFICE SIGNATURE DATE OFFICE SIGNATURE DATE OFFICE SIGNATURE DATE

BASE CIVIL ENGINEER

CHIEF ENGINEER

PROJECT ENGINEER

CE OPERATIONS

FIRE CHIEF

ENVIRONMENTAL ENG.

COMMUNICATIONS

USING AGENCY

BIO-ENVIRONMENTAL

SAFETY

AT/RPEC REP

REV. DATE DESCRIPTION DRAWN APPR'D

DRAWN BY

DESIGNED BY

REVIEWED BY

SCALE DATE PLATE

PAGE OF

PROJECT NUMBERS

ACAD DRAWING NUMBER

RECORD FILE NUMBER

GLOBAL STRIKE COMMAND

MALMSTROM AIR FORCE BASE, MONTANA

copyright 2014 SMA, P.C.

AS SHOWN

BID DOCUMENTS

NZAS 15-0019

Project No. NZAS-15-0019

/2

/2

:0

:4

P

M

Cov03.03.2015

Author

Checker

Cover

REPAIR ROOF, BUILDING 1440

Designer

REPAIR ROOF, BUILDING 1440

Type B Services | 03.03.2015

A1.4

SECTION NUMBER N

A1.3 View Scale

View Callout

A1.4

A1.4

A4.1 8

A1.4

301D

A

View Callout North Arrow

Exterior Elevation Callout

Exterior Wall Type Symbol

Building Section Callout

Wall Section Callout

Interior Elevation Callout

Detail View Callout

Door Symbol

Window Type Symbol

Interior Wall Type Symbol

Keynote Callout

Level Callout

Floor Level 100'-0"

EW-1

1A

SHEET NUMBER

DIRECTION OF CUT PROJECT NORTH

SECTION NUMBER

SHEET NUMBER

SECTION NUMBER

SHEET NUMBER

DIRECTION OF CUT

DETAIL NUMBER

SHEET NUMBER

SECTION NUMBER

SHEET NUMBER

DIRECTION OF CUT

VIEW NUMBER

SHEET NUMBER

DIRECTION OF VIEW

LEVEL TITLE

LEVEL ELEVATION

SHEET LEGEND

Cover Sheet

Architectural Drawings A1.0 Site Plan

A2.0 Roof Demo Plan

A2.1 Roof Demo Details

A2.2 Reroof Plan

A2.3 Reroof Details

A3.0 Demo Elevations

A3.1 Reroof Elevations

1. CONTRACTOR IS TO VERIFY THE LOCATIONS OF EXISTING ROOFTOP UTILITIES AND OTHER SERVICE CONNECTIONS AND EXISTING SITE CONDITIONS AND FACILITIES PRIOR TO CONSTRUCTION. CONTRACTOR IS

TO NOTIFY CONTRACTING OFFICER WITH ANY DISCREPANCIES.

2. THE SITE AND EXISTING BUILDING WILL REMAIN OCCUPIED AND OPERATIONAL THROUGHOUT THE COURSE OF CONSTRUCTION, CONTRACTOR SHALL MINIMIZE DISRUPTIONS TO PERSONELL, CONTRACTOR SHALL MAINTAIN A CLEAN AND ORDERLY SITE/BUILDING AREA AND ENSURE HAZARDOUS AREAS ARE NOT ACCESSIBLE

TO THE OCCUPANTS.

3. IF WORK WILL DISRUPT A PORTION OF THE EXISTING FACILITY, CONTRACTOR IS RESPONSIBLE FOR

COORDINATING AND COMMUNICATING THE DISRUPTIVE WORK WITH THE CONTRACTING OFFICER.

4. CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY FACILITIES DURING CONSTRUCTION. ALL WORK SHALL BE CONFINED TO THE IMMEDIATE AREA SURROUNDING THE CONSTRUCTION SITE, MOBILIZATION/ STORAGE/ PARKING AREAS SHALL BE COORDINATED WITH CONTRACTING OFFICER. CONTRACTOR SHALL RESTORE MOBILIZATION/ STAGING/ STORAGE AREAS TO A LIKE NEW CONDITION UPON COMPLETION OF THE

PROJECT.

5. THE CONTRACTOR IS RESPONSIBLE FOR ALL SITE FLAGGING, TEMPORARY FENCING, ETC. REQUIRED FOR A SAFE USE OF THE SITE DURING THE COURSE OF THE PROJECT. THE CONTRACTOR TO PROVIDE ALL SIGNAGE, BARRICADES, FLAGMEN, TEMPORARY FENCING AND SIGNAGE REQUIRED TO PROVIDE SAFE TRAVEL & EXITING

TO THE PUBLIC / STAFF.

6. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL PERTINENT PHYSICAL STRUCTURES, INCLUDING TREES, IN THE CONSTRUCTION AREA OF THE SITE AND FOR PROVIDING PROPER PROTECTION OF THESE

ITEMS DURING THE CONSTRUCTION PHASE.

7. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL EXISTING SOD, LANDSCAPING, SIDEWALKS AND SITE FEATURES ADJACENT TO THE BUILDING THAT ARE NOT BEING DEMOLISHED OR REMOVED FROM DAMAGE DURING THE COURSE OF CONSTRUCTION AND FOR THE REPAIR/ REPLACEMENT OF ANY AND ALL DAMAGED

FEATURES UPON COMPLETION OF THE PROJECT.

8. CONTRACTOR QUALITY CONTROL MANAGER IS RESPONSIBLE FOR ORGANIZING/ COORDINATING ALL NECESSARY ON-SITE INSPECTIONS REQUIRED BY GOVERNMENT PERMITING AGENCIES FOR ALL TRADES

THROUGHOUT CONSTRUCTION.

9. THE CONTRACTORS SHALL BE COGNIZANT OF THE FACT THAT SPECIAL CARE IS REQUIRED DURING THE CONDUCTANCE OF THIS PROJECT. SPECIAL CONSIDERATION SHOULD BE GIVEN TO PROCEDURES WHERE THE EXISTING BUILDING FABRIC IS CUT OR PATCHED, AND PROVISIONS SHALL BE IMPLEMENTED TO PROTECT THOSE AREAS THAT ARE NOT DIRECTLY AFFECTED BY THE PROPOSED CONSTRUCTION. THE CONTRACTOR SHALL INSPECT THE PROPOSED PROJECT SITE AND CONDITIONS PRIOR TO SUBMISSION OF THEIR PROPOSAL.

THE DRAWINGS ARE REPRESENTATIVE OF THE WORK TO BE CONDUCTED, HOWEVER, NOT ALL CONDITIONS

ARE DETAILED OR REPRESENTED THAT MAY BE NECESSARY TO COMPLETE THE INTENDED WORK.

GENERAL NOTES

SHEET INDEX

N

VICINITY MAP

Great Falls, MT

Malmstrom A.F. Base

N

SITE MAP

Malmstrom A.F. Base

Project Location

PROJECT TEAM

CONTRACTING OFFICER:

United States Air Force Malmstrom Air Force Base Great Falls, Montana

ARCHITECTS:

Schlenker and McKittrick Architects P.C.

2625 Winne Avenue | Suite 1 Helena, MT 59601 P: 406.442.4933 F: 406.442.4936 Jason M. Davis, AIA, NCARB

ENGINEERS:

Mechanical: Design3 Engineering

1211 24th Street West, Suite 7 Billings MT 59102 P: 406.245.5599 F: 406.245.9830 Bob Scott, P.E.

Electrical: Design3 Engineering

P.O. Box 365 Stevensville MT P: 406.777.3166 F: 406.245.9830 Garth Stevens, P.E.

2x TWO-BY LUMBER

A.F.F. ABOVE FINISHED FLOOR

A.I.B. AIR INFILTRATION BARRIER

ACT ACOUSTIC CEILING TILE

ADD./ ALT. ADDITIVE ALTERNATE

AHU AIR HANDLING UNIT

ALUM. ALUMINUM

ARCH. ARCHITECT

ASSEMB. ASSEMBLY

B.O. BOTTOM OF

BLDG. BUILDING

BRD. BOARD

BYND. BEYOND

CLR. CLEAR

CMU CONCRETE MASONRY UNIT

COL(S). COLUMN(S)

COMP. COMPOSITE

CONC. CONCRETE

CONT. CONTINUOUS

CONT. CONTRACTOR

CONST. CONSTRUCTION

TYPICAL ABBREVIATIONS

COORD. COORDINATE

DEF. DEFINITION

DEMO. DEMOLISH

DTL.(S) DETAIL OR DETAILS

(E) EXISTING

E.W. EXTERIOR WALL

ELEC. ELECTRICAL

ELEV. ELEVATION

EQUIP. EQUIPMENT

EXT. EXTERIOR

EXT. EXTRUDED

F.F. FLOOR FINISH

F.F.L. FINISHED FLOOR LEVEL

FT. FOOT

FIN. FINISHED

FOUND. FOUNDATION

FRP FIBERGLASS REINFORCED PANEL

G.A. GYPSUM ASSOCIATION

GWB GYPSUM WALL BOARD

H.M. HOLLOW METAL

HORIZ. HORIZONTAL

HR. HOUR

INFIL. INFILTRATION

INSUL. INSULATION OR INSULATED

INT. INTERIOR

LAV. LAVATORY

LOC. LOCATION

MAT. MATERIAL

MECH. MECHANICAL/ MECHANICALLY

MEMB. MEMBRANE

MFR. MANUFACTURER

MIN. MINIMUM

MISC. MISCELLANEOUS

MTL. METAL

(N) NEW

NEC. NECESSARY

NIC NOT IN CONTRACT

NOM. NOMINAL

O/ OVER

O.C. ON CENTER

PERIM. PERIMETER

P-LAM. PLASTIC LAMINATE

PLYWD. PLYWOOD

PREFIN. PREFINISHED

PRE-MAN. PRE-MANUFACTURED

R/C ROOF/ CEILING

RECOMM. RECOMMENDATIONS

REQ. REQUIRED/REQUIREMENTS

S.C. SOLID CORE

SCHED. SCHEDULE

SHEATH. SHEATHING

SPEC. SPECIFICATION

SQ. SQUARE

STD. STANDARD

STL. STEEL

STRUCT. STRUCTURAL

TEMP. TEMPORARY

TERM. TERMINATION

THROUGH. THROUGHOUT

T.O. TOP OF

TYP. TYPICAL

U.L. UNDERWRITERS LABORATORIES

V.B. VAPOR BARRIER

VERT. VERTICAL

VFY. VERIFY

W/ WITH

WD. WOOD

WIND. WINDOW

WWF WELDED WIRE FABRIC

Mechanical & Electrical Drawings ME1.1 Mechanical & Electrical Demo Plan

HATCH LEGEND

Bid Documents

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

492' - 0"

7'

0"

15' - 0"

BUILDING 1439

BUILDING 1440

C O N

TR

AC

TO

R

AC

C

ESS

70th STREET

88 8

60' - 0"

STAGING

AREA

Keynote Legend - Site

(E) asphalt parking area/circulation around facility

(E) landscaping and sidewalk elements adjacent to facility – protect during course of construction

(E) CMU enclosures – verify location and coordinate protection with Contracting Officer

(E) structure to remain - No work.

(E) mechanical equipment – protect as required – coordinate with Contracting Officer

Primary building access to be maintained during course of construction

– coordinate with Contracting Officer

Construction fence – coordinate exact location, distance from building, and access gate locations with Contracting Officer

(N) temporary entrance protection at locations shown – man doors and overhead doors – coordinate locations with Contracting Officer and verify size required - Contractor to submit engineered design of entrance protection structures to Contracting Officer for review prior to fabrication and installation.

60'x60' Contractor staging area

Legend

Indicates location of building access - man or over head doors -verify locations and coord. w/ gate access and entrance protection

- Coordinate with Contracting Officer

(N) temporary construction fence – coordinate exact location, distance from building, and access gate locations with Contracting Officer

10’-0” wide gate access for adjacent overhead door – verify location and coordinate with Contracting Officer

X

General Notes - Site Plan

1.

2.

3.

4.

5.

6.

Project site is to remain in active use throughout conductance of the project - Contractor to provide all temporary security features, fencing, barriers, flagging, signage, etc. as required to ensure the safe use of and circulation around the project site at all times during conductance of the project.

Contractor to coordinate and verify the size and location of the on-site staging area and provide security features, fencing, barriers, flagging, signage, etc. as required.

Project Building to be occupied and in full use during conductance of the project. Contractor to provide and install all necessary entrance protection at entrances indicated - coordinate and verify exact locations and sizes of entrance protection with Contracting Officer and existing conditions. Coordinate with site fencing, gate access, etc. as required.

Contractor to coordinate schedule and activities with Contracting Officer as required to comply with scheduled use and access to the building to reduce the disturbance to the users during the conductance of the project.

Contractor to verify size and locations of and required access to all pertinent site features (utilities, meters, mechanical equipment, fire hydrants, bollards, etc.) in the immediate vicinity of the project building, and within the limits of the temporary construction fence, and maintain required access to and protection of such features during the conductance of the project.

Contractor is responsible for the repair of any site or building features (asphalt, landscaping, bollards, siding, etc.) that are not scheduled to be disturbed during the conductance of the project, and shall repair or restore such disturbed items as required to their original condition.

P lo t D a te

OFFICE SIGNATURE DATE OFFICE SIGNATURE DATE OFFICE SIGNATURE DATE OFFICE SIGNATURE DATE

BASE CIVIL ENGINEER

CHIEF ENGINEER

PROJECT ENGINEER

CE OPERATIONS

FIRE CHIEF

ENVIRONMENTAL ENG.

COMMUNICATIONS

USING AGENCY

BIO-ENVIRONMENTAL

SAFETY

AT/RPEC REP

REV. DATE DESCRIPTION DRAWN APPR'D

DRAWN BY

DESIGNED BY

REVIEWED BY

SCALE DATE PLATE

PAGE OF

PROJECT NUMBERS

ACAD DRAWING NUMBER

RECORD FILE NUMBER

GLOBAL STRIKE COMMAND

MALMSTROM AIR FORCE BASE, MONTANA

copyright 2014 SMA, P.C.

AS SHOWN

BID DOCUMENTS

/2

/2

:0

:3

P

M

A1.0

NZAS 15-0019

03.03.2015

Author

Checker

Site Plan

REPAIR ROOF, BUILDING 1440

Designer

1" = 40'-0"A1.0

1 Site Plan N N

TRUE PROJECT

Keynote Legend - Roof

(E) Internal gutter to be removed

(E) Internal roof drain to be removed/abandoned - cap internally

(E) Ridge cap to be removed

(E) Roof Ladder to remain

(E) Roof hatch - remove and reset in place

(E) Exhaust Fan - remove and reset in place

(E) Furnace Flue to remain

(E) Metal roofing sytem to be removed

(E) Snow guard system to be removed

1 2

F

A

3 4

B

C

D

E

G

H

7 12

12 13 14 15

J

K

L

M

N

1 1/2" / 12"1 1/2" / 12"

1 1/2" / 12"1 1/2" / 12"

/2

/2

/2

1" / 12"

1" / 12"

1" /

2"

1" /

2"

1 1/2" / 12"1 1/2" / 12"

1 1/2" / 12" 1 1/2" / 12"

/2

/2

/2

1 1/2" / 12"1 1/2" / 12"

1 1/2" / 12"1 1/2" / 12"

/2

/2

/2

MIDDLE ROOF MIDDLE ROOF

MIDDLE ROOF

MIDDLE ROOF

MIDDLE ROOF MIDDLE ROOFLOW ROOF

2 2 2

2 2

1 1

1 1

4 44

HIGH ROOF HIGH ROOF HIGH ROOF

LO

W

RO

O

F

LO

W

R O

O F

HIGH ROOF

HIGH ROOF HIGH ROOF HIGH ROOF HIGH ROOF HIGH ROOF

2 111

1 1

42 1

3 3

4 4

/2

210' - 0"

462' - 0"

210' - 0" 42' - 0" 210' - 0"

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

LOW

LOW

A2.1

A2.1

LOW

LOW

A2.1

A2.1

8 8

8 8 8 8

8 8 8 8

8 8 8

9 9 9

A2.1

A2.1

A2.1

SIM. 4

A2.1

SIM.

A2.1

SIM.

A2.1

SIM. SIM.

A2.1

SIM.

A2.1 LOW

LOW

A2.1

A2.1

SIM.

A2.1

SIM.

A2.1

SIM.

A2.1

SIM.

A2.1

SIM.

A2.1 4

A2.1

LOW

A2.1

LOW

A2.1

A2.1

A2.1

A2.1

SIM. 4

A2.1

SIM.4

A2.1

SIM.

A2.1

SIM.

A2.1

A2.1

A2.1

A2.1

45' - 7 3/8"

A2.1

A2.1 SIM.

PREFIN. MTL. STANDING - SEAM

ROOF PANELS

CLIP SYSTEM FOR ROOF PANELS

RIGID INSULATION- TAPERED, THICKNESS

VARIES

1 1/2" MTL. DECKING

OPEN-WEB STEEL JOIST

General Notes - Demolition & Abatement

Prior to bidding, the contractor shall visit the facility and thoroughly familiarize himself with existing conditions.

The contractor shall provide all demolition incidental to or required for new and renovation construction whether or not it is specifically noted, including, but not limited to, all other work that might reasonably be required to be removed in preparation for specified finishes. Demolition shall be performed in a manner that will not damage any services indicated to remain. Services shall be patched if necessary to provide a suitable sub-strata for new finishes.

Remove all items shown as "dashed".

Debris shall be promptly removed from the building and the site and disposed of in a legal manner. Surfaces in the construction area shall be maintained in a broom clean condition at the end of each work day.

Security must be maintained at all times. Review security procedures with the owner prior to the start of work.

The contractor shall maintain and adhere to all current life-safety and interim life-safety rules and regulations throughout the construction of this project.

The contractor shall patch and/or repair any and all surfaces damaged or removed during demolition to match existing surfaces unless surfaces are to receive new finishes or unless noted otherwise.

Contractor shall inspect existing conditions prior to work. Prior to substantial completion the contractor will repair or clean damaged or dirty surfaces adjacent to project work areas (caused by construction activities) to match original condition.

Lightning protection system shall be removed in its entirety

Contractor shall provide a water tight roof condition @ the end of each work period - See spec.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

General Notes - Demo Roof Plan

1.

2.

3.

4.

See this sheet for existing Roof Assembly.

In addition to mechanical items shown on this drawing, see Mechanical drawing to verify locations, types, sizes and quantities of mechanical roof penetrations/items.

All required plumbing demo shal be preformed by a qualified plumber.

All required electrical demo shall be preformed by a qualified electrician.

P lo t D a te

OFFICE SIGNATURE DATE OFFICE SIGNATURE DATE OFFICE SIGNATURE DATE OFFICE SIGNATURE DATE

BASE CIVIL ENGINEER

CHIEF ENGINEER

PROJECT ENGINEER

CE OPERATIONS

FIRE CHIEF

ENVIRONMENTAL ENG.

COMMUNICATIONS

USING AGENCY

BIO-ENVIRONMENTAL

SAFETY

AT/RPEC REP

REV. DATE DESCRIPTION DRAWN APPR'D

DRAWN BY

DESIGNED BY

REVIEWED BY

SCALE DATE PLATE

PAGE OF

PROJECT NUMBERS

ACAD DRAWING NUMBER

RECORD FILE NUMBER

GLOBAL STRIKE COMMAND

MALMSTROM AIR FORCE BASE, MONTANA

copyright 2014 SMA, P.C.

AS SHOWN

BID DOCUMENTS

/2

/2

:0

:3

P

M

A2.0

NZAS 15-0019

03.03.2015

KC

JD

Roof Demo Plan

REPAIR ROOF, BUILDING 1440

PR

N

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

1 Roof Demo Plan

1 1/2" = 1'-0"A2.0

2 Building 1440- Exsisting Roof Assembly

PLAN

REMOVE (E) PREFIN. MTL. ROOF

PANEL SYSTEM - (E) ROOF

INSULATION TO REMAIN - INSPECT

FOR CONDITION/DAMAGE AND

REPLACE AS REQUIRED

REMOVE (E) PREFIN. MTL.

CAP FLASHING, CLEATS, AND

FASTENERS

REMOVE (E) MEMBRANE LINED

MTL. GUTTER SYSTEM

REMOVE (E) INTERNAL DRAIN

REMOVE (E) RIGID INSULATION

REMOVE (E) MTL. GIRT & BATT INSUL.

CAP (E) DRAIN LINE IN

PLACE TYP.

REMOVE (E) DRAIN LINE AS REQ.

(E) MTL. DECKING TO REMAIN

- INSPECT FOR DAMAGE,

REPAIR AS REQ.

(E) STEEL BUILDING

STRUCTURE TO REMAIN

(E) WALL SYSTEM TO REMAIN -

PREFIN. MTL. WALL PANELS

O/MTL. STUDS & BATT INSUL.

(E) BENT MTL.

PLATES TO REMAIN

CUT (E) WALL PANELS AS REQ. TO

CLEAR (N) CURB - VERIFY

(E) STEEL BUILDING

STRUCTURE TO

REMAIN

(E) WALL SYSTEM TO REMAIN -

PREFIN. MTL. WALL PANELS O/MTL.

STUDS & BATT INSUL.

(E) BENT MTL. PLATES TO

REMAIN

(E) 3/4" EXTERIOR

PLYWD. TO REMAIN

REMOVE (E) APPLIED MEMBRANE

FLASHINGS

REMOVE (E) PREFIN. MTL. FLASHINGS

REMOVE (E) PREFIN. MTL. CAP

FLASHING, CLEATS, AND

FASTENERS

(E) 8" CHANNEL TO REMAIN

REMOVE (E) TREATED 2X NAILER

REMOVE (E) PREFIN. MTL.

ROOF PANEL SYSTEM - (E)

ROOF INSUL. TO REMAIN -

INSPECT FOR

CONDITION/DAMAGE AND

REPLACE AS REQ.

REMOVE (E) PREFIN. MTL. ROOF

PANEL SYSTEM - (E) ROOF

INSULATION TO REMAIN - INSPECT

FOR CONDITION/DAMAGE AND

REPLACE AS REQUIRED

REMOVE (E) PREFIN. MTL.

CAP FLASHING, CLEATS, AND

FASTENERS

REMOVE (E) MEMBRANE LINED

MTL. GUTTER SYSTEM

REMOVE (E) INTERNAL DRAIN

REMOVE (E) RIGID INSULATION

REMOVE (E) MTL. GIRT

CAP (E) DRAIN LINE IN

PLACE TYP.

REMOVE (E) DRAIN LINE AS REQ.

(E) MTL. DECKING TO REMAIN

- INSPECT FOR DAMAGE,

REPAIR AS REQ.

(E) STEEL BUILDING

STRUCTURE TO REMAIN

(E) WALL SYSTEM TO REMAIN -

PREFIN. MTL. WALL PANELS

O/MTL. STUDS & BATT INSUL.

(E) BENT MTL.

PLATES TO REMAIN

CUT (E) WALL PANELS DOWN

2" MIN. TO CLEAR (N) CURB

(E) STEEL BUILDING

STRUCTURE TO REMAIN

(E) PREFIN. MTL.WALL

PANELS TO REMAIN

REMOVE (E) FOAM CLOSURES

WHERE PRESENT

REMOVE (E) PREFIN. MTL.

FLASHINGS

REMOVE (E) PREFIN.

MTL.JOINT COVERS

REMOVE (E) PREFIN.

MTL. ROOF PANELS

(E) ROOF INSUL. TO REMAIN

(E) MTL. DECKING TO REMAIN

(E) PLYWD. SHEATHING O/MTL.

STUDS, W/BATT INSUL. TO REMAIN

REMOVE (E) FOAM CLOSURES

WHERE PRESENT

REMOVE (E) PREFIN.

MTL.RIDGE CAP

REMOVE (E) PREFIN.

MTL. ROOF PANELS

(E) ROOF INSUL. TO REMAIN

(E) MTL. DECKING TO

REMAIN

(E) MTL. GIRTS TO REMAIN

REMOVE (E) INSULATION

(E) MTL. BUILDING

FRAME TO REMAIN

(E) PREFIN. MTL.WALL

PANELS TO REMAIN

REMOVE (E) FOAM CLOSURES

WHERE PRESENT

REMOVE (E) PREFIN. MTL.

FLASHINGS

REMOVE (E) PREFIN.

MTL.JOINT COVERS

REMOVE (E) PREFIN.

MTL. ROOF PANELS

(E) ROOF INSUL. TO REMAIN

(E) MTL. DECKING TO REMAIN

(E) PLYWD. SHEATHING

O/MTL. STUDS, W/BATT

INSUL. TO REMAIN

(E) MTL. BUILDING

FRAME TO REMAIN

(E) MTL. BUILDING

FRAME TO REMAIN

(E) PREFIN. MTL.WALL

PANELS TO REMAIN

REMOVE (E) FOAM CLOSURES

WHERE PRESENT

REMOVE (E) PREFIN. MTL.

FLASHINGS

REMOVE (E) FLEXIBLE

JOINT COVERS

REMOVE (E) PREFIN.

MTL. ROOF PANELS

(E) ROOF INSUL. TO REMAIN

(E) MTL. DECKING TO REMAIN

(E) PLYWD. SHEATHING O/MTL.

STUDS, W/BATT INSUL. TO REMAIN

(E) MTL.CHANNEL TO

REMAIN

REMOVE (E) PREFIN. MTL.

FLASHINGS - VERIFY

(E) MTL. BUILDING

FRAME TO REMAIN

(E) PREFIN. MTL.WALL

PANELS TO REMAIN

REMOVE (E) FOAM

CLOSURES TYP.

REMOVE (E) PREFIN. MTL. RAKE

FLASHINGS & CLEATS

(E) MTL. BENT PLATES TO

REMAIN

REMOVE (E) PREFIN.

MTL. ROOF PANELS

(E) ROOF INSUL. TO REMAIN

(E) MTL. DECKING TO REMAIN

(E) MTL. STUDS, W/BATT

INSUL. TO REMAIN

REMOVE (E) FOAM CLOSURES

WHERE PRESENT

REMOVE (E) EXPANSION

JOINT & FLASHING

REMOVE (E) PREFIN.

MTL. ROOF PANELS

(E) ROOF INSUL. TO REMAIN

(E) MTL. DECKING TO

REMAIN

(E) MTL. GIRTS TO REMAIN

REMOVE (E) INSULATION

REMOVE (E) PREFIN. MTL.

RIDGE CAP

P lo t D a te

OFFICE SIGNATURE DATE OFFICE SIGNATURE DATE OFFICE SIGNATURE DATE OFFICE SIGNATURE DATE

BASE CIVIL ENGINEER

CHIEF ENGINEER

PROJECT ENGINEER

CE OPERATIONS

FIRE CHIEF

ENVIRONMENTAL ENG.

COMMUNICATIONS

USING AGENCY

BIO-ENVIRONMENTAL

SAFETY

AT/RPEC REP

REV. DATE DESCRIPTION DRAWN APPR'D

DRAWN BY

DESIGNED BY

REVIEWED BY

SCALE DATE PLATE

PAGE OF

PROJECT NUMBERS

ACAD DRAWING NUMBER

RECORD FILE NUMBER

GLOBAL STRIKE COMMAND

MALMSTROM AIR FORCE BASE, MONTANA

copyright 2014 SMA, P.C.

AS SHOWN

BID DOCUMENTS

/2

/2

:0

:3

P

M

A2.1

NZAS 15-0019

03.03.2015

Author

Checker

Roof Demo Details

REPAIR ROOF, BUILDING 1440

Designer

1 1/2" = 1'-0"A2.1

1 Internal Roof Gutter Demo Detail 1 1/2" = 1'-0"A2.1

2 Roof Parapet Demo Detail 1 1/2" = 1'-0"A2.1

3 Upper Internal Gutter Demo Detail 1 1/2" = 1'-0"A2.1

4 Roof to Wall Demo Detail

3" = 1'-0"A2.1

7 Roof Ridge Demo Detail 1 1/2" = 1'-0"A2.1

6 Roof to Wall Demo Detail at Tailhouse 1 1/2" = 1'-0"A2.1

5 Expansion Joint at Wall Demo Detail 1 1/2" = 1'-0"A2.1

8 Roof Rake Demo Detail

3" = 1'-0"A2.1

9 Roof Ridge Demo Detail

1 2

F F

A A

3 4

B B

C C

D D

E E

G G

H H

7 12

12 13 14 15

J J

K K

L L

M M

N N

1 1/2" / 12"1 1/2" / 12"

1 1/2" / 12"1 1/2" / 12"

/2

/2

/2

1" / 12"

1" / 12"

1" /

2"

1" /

2"

1 1/2" / 12"1 1/2" / 12"

1 1/2" / 12" 1 1/2" / 12"

/2

/2

/2

1 1/2" / 12"1 1/2" / 12"

1 1/2" / 12"1 1/2" / 12"

/2

/2

/2

HIGH ROOF

HIGH ROOF

HIGH ROOF

MIDDLE ROOF

MIDDLE ROOF MIDDLE ROOF

LOW ROOF

1 1

1 1

4 44

HIGH ROOF

HIGH ROOF HIGH ROOF

LO

W

RO

O

F

LO

W

R O

O F

HIGH ROOF

HIGH ROOF HIGH ROOF

HIGH ROOF

HIGH ROOF HIGH ROOF

1 1

4 1

3 3

4 4

A2.3

A2.3

A2.3

A2.3

A2.3

LOW

A2.3

A2.3

TYP

A2.3

A2.3

A2.3

A2.3

LOW

A2.3

A2.3

A2.3

LOW

A2.3

LOW

A2.3

SIM.

LOW

A2.3

LOW

A2.3

A2.3

SIM.

LOW

A2.3

A2.3

LOW

A2.3

A2.3

A2.3

LOW

A2.3

A2.3

A2.3

A2.3

A2.3

A2.3

LOW

A2.3

A2.3

A2.3

A2.3

A2.3

A2.3

A2.3

LOW

A2.3

A2.3

LOW

A2.3

A2.3

A2.3

A2.3

A2.3

A2.3

TYP

TYP

2 2

2 2 2 2

2 2

2 2 2

A2.3

A2.3

SIM. SIM.

A2.3

SIM.

A2.3SIM.

A2.3SIM.

A2.3

SIM.

A2.3

SIM.

A2.3

SIM.

A2.3

SIM.

A2.3

A2.3

A2.3

A2.3

SIM.

A2.3

A2.3

A2.3

SIM.

A2.3

A2.3

A2.3

LOW

A2.3

A2.3

A2.3

A2.3

SIM.

A2.3

SIM.

A2.3

SIM.

2 2

A2.3

A2.3

A2.3

SIM.

A2.3

SIM.

A2.3

SIM. SIM.

SIM.

A2.3

SIM.

A2.3 SIM.

A2.3

A2.3SIM.

A2.3SIM.

A2.3SIM.

A2.3 SIM.

A2.3 SIM.

A2.3

A2.3

/8

210' - 3 5/8" 41' - 8 3/8" 210' - 3 5/8"

/8

/2

9' - 8 1/4"

10' - 0 1/2"

/8

"4

/4

47' - 8"

A2.3 SIM.9

9 9

99 999 9

101010101010

10 10 10 10 10 10

10 10

10 101010101010

10 10

(N) 90-MIL FULLY ADHEARED EPDM MEMBRANE

SYSTEM

(E) 6" RIGID INSULATION - ADD: REPLACE IF REQ. -

VERIFY

(E) VAPOR BARRIER

(E) 1 1/2" MTL. DECKING - ADD:

PAINT/REPAIR AS REQ - VERIFY

(E) OPEN-WEB STEEL JOIST

(N) 1/2" MIN. GLASS-FIBER RECOVERY BOARD

FASTENERS PER RECOVERY BOARD MFR.

Keynote Legend - Reroof Plan

(N) Prefin. mtl. gutters - See general note #4 this sheet

(N) Single-ply roof membrane system - Typ. all roof surfaces

(E) Roof ridge typ.

(E) Roof Ladder to remain

(E) Roof hatch - remove and reset in place - Clean & paint

(E) Exhaust Fan - remove and reset in place

(E) Furnace Flue to remain

(N) Snow guard system - See general note #1 this sheet.

(N) Walk pads

(N) Prefin. mtl. downspouts - See general note #5 this sheet.

General Notes: Reroof Plan

Contractor to provide design & installation of complete snow guard system per mfr details - see spec. Verify with Contracting Officer

All required plumbing work shall be preformed by a qualified plumber.

All required electrical work shall be preformed by a qualified electrician.

Gutter mfr. to provide proper sizing and attachment of complete gutter system. Verify with Contracting Officer. See spec.

Gutter mfr. to provide proper sizing and attachment of downspouts for gutter system. Locations shown on this plan are approximate. Verify downspout locations and discharge locations with Contracting Officer.

See spec.

1.

2.

3.

4.

5.

P lo t D a te

OFFICE SIGNATURE DATE OFFICE SIGNATURE DATE OFFICE SIGNATURE DATE OFFICE SIGNATURE DATE

BASE CIVIL ENGINEER

CHIEF ENGINEER

PROJECT ENGINEER

CE OPERATIONS

FIRE CHIEF

ENVIRONMENTAL ENG.

COMMUNICATIONS

USING AGENCY

BIO-ENVIRONMENTAL

SAFETY

AT/RPEC REP

REV. DATE DESCRIPTION DRAWN APPR'D

DRAWN BY

DESIGNED BY

REVIEWED BY

SCALE DATE PLATE

PAGE OF

PROJECT NUMBERS

ACAD DRAWING NUMBER

RECORD FILE NUMBER

GLOBAL STRIKE COMMAND

MALMSTROM AIR FORCE BASE, MONTANA

copyright 2014 SMA, P.C.

AS SHOWN

BID DOCUMENTS

/2

/2

:0

:3

P

M

A2.2

NZAS 15-0019

03.03.2015

Author

Checker

Reroof Plan

REPAIR ROOF, BUILDING 1440

Designer

1/16" = 1'-0"A2.2

1 Reroof Plan

RC-1

Roof Assembly RC-1

(E) WALL SYSTEM TO REMAIN - PREFIN.

MTL. WALL PANELS O/ MTL. STUDS &

FULL BATT INSUL.

CAP (E) DRAIN LINES IN PLACE

TYP.

(N) FULLY ADHERED ROOFING

MEMBRANE

(N) TREATED 2X6 CURB WALL W/STUDS @

24" O.C. BEVEL TOP PLATE TO MATCH

ROOF SLOPE

(N) 1/2" ROOF RECOVERY BOARD

(E) ROOF INSUL. TO REMAIN

(E) MTL. DECKING TO REMAIN

(E) MTL. GIRTS TO REMAIN

(N) FULL THICK BATT INSUL. INFILL

ANCHOR (N) CURB WALL TO

(E) MTL. PLATE @ 48" O.C.

RC-1

(N) FULLY ADHERED MEMBRANE

FLASHING & SEALANT PER

ROOFING MFR.

(N) HEAVY DUTY GUTTER SYSTEM

WITH SUPPORT BRACKETS ANCHOR

INTO (N) TOP PLATE. SEE SPEC.

(N) ROOF INSUL. TO MATCH (E) AS REQ.

(N) PANEL CLOSURE

A2.3

(E) MTL. ROOF DECK TO

REMAIN

WRAP MEMBRANE O/ (N) CONST. PER

MEMBRANE MFR.

(N) PREFIN. MTL. PARAPET CAP W/

CONT. CLEAT

(N) 3/4" TREATED PLYWOOD

(N) 1/2" TREATED PLYWOOD

(E) STEEL CHANNEL TO REMAIN

EXTEND (N) MEMBRANE UP WALL PER

MEMBRANE MFR. O/ (E) PLYWD.

(N) CONT. MTL. PLATE AND FASTENERS W/

SEALANT STRIP PER MEMBRANE MFR.

(E) ROOF INSUL. TO REMAIN

(E) PLYWD. SHEATHING- VERIFY

(E) MTL. WALL PANELS TO REMAIN

RC-1

(N) PANEL CLOSURE

(E) WALL SYSTEM TO REMAIN

- PREFIN. MTL. WALL PANELS

O/ MTL. STUDS & FULL BATT

INSUL.

A2.3

(E) WALL SYSTEM TO REMAIN - PREFIN.

MTL. WALL PANELS O/ MTL. STUDS &

FULL BATT INSUL.

CAP (E) DRAIN LINE IN PLACE TYP.

(N) FULLY ADHERED ROOFING

MEMBRANE

(N) 1/2" ROOF RECOVERY BOARD

(E) ROOF INSUL. TO REMAIN

(E) MTL. DECKING TO REMAIN

(E) MTL. GIRTS TO REMAIN

ANCHOR (N) CURB WALL TO

(E) MTL. PLATE @ 48" O.C.

(N) FULLY ADHERED MEMBRANE

FLASHING & SEALANT PER

ROOFING MFR.

(N) HEAVY DUTY GUTTER SYSTEM

WITH SUPPORT BRACKETS ANCHOR

INTO (N) TOP PLATE TYP. SEE SPEC.

(N) ROOF INSUL. TO MATCH (E) AS REQ.

(N) TREATED 2X6 CURB WALL

W/STUDS @ 24" O.C. BEVEL TOP

PLATE TO MATCH ROOF SLOPE

(N) FULLY ADHERED ROOFING

MEMBRANE

(N) 1/2" ROOF RECOVERY BOARD

(E) ROOF INSUL. TO REMAIN

(E) MTL. DECKING TO

REMAIN

(E) MTL. GIRTS TO REMAIN

(E) WALL STRUCTURE & BATT INSUL. TO

REMAIN

(N) SELF- ADHERED PANEL CLOSURES

(N) PREFIN. MTL. FLASHING

(N) MEMBRANE WALL FLASHING AND SEALANT

ON (E) PLYWOOD PER MEMBRANE MFR.

REMOVE (E) MTL. LOWER WALL PANEL

AS REQUIRED TO EXTEND (N) MEMBRANE

UP BEHIND (E) MTL. WALL PANEL 12" MIN.

ON (E) PLYWOOD PER MEMBRANE MFR.

PROVIDE (N) PLYWOOD AS REQ.

(N) CONT. MTL. PLATE, FASTENERS

AND SEALANT PER MEMBRANE MFR.

RC-1

M

IN

M

IN

TERMINATE MEMBRANE AS REQ. BY

MEMBRANE MFR.

(N) FULLY ADHERED ROOFING

MEMBRANE

(N) TREATED 2X6 CURB WALL

W/STUDS @ 24" O.C. BEVEL TOP

PLATE TO MATCH ROOF SLOPE

(N) 1/2" ROOF RECOVERY BOARD

(E) ROOF INSUL. TO REMAIN

(E) MTL. DECKING TO REMAIN

(E) MTL. GIRTS TO REMAIN

BATT INSUL. INFILL

ANCHOR (N) CURB WALL TO

(E) MTL. PLATE @ 48" O.C.

RC-1

(N) FULLY ADHERED ROOFING

MEMBRANE

(N) 1/2" ROOF RECOVERY

BOARD

(E) ROOF INSUL. TO REMAIN

(E) MTL. DECKING TO

REMAIN

(E) MTL. GIRTS TO REMAIN

(E) WALL STRUCTURE & BATT INSUL. TO

REMAIN

(E) MTL. WALL PANELS TO REMAIN

(N) SELF- ADHERED PANEL CLOSURES

(N) PREFIN. MTL. FLASHING

(N) MEMBRANE WALL FLASHING AND

SEALANT PER MEMBRANE MFR.

REMOVE (E) MTL. LOWER WALL PANEL

AS REQUIRED TO EXTEND (N) MEMBRANE

UP BEHIND (E) MTL. WALL PANEL 12" MIN.

ON (E) PLYWOOD PER MEMBRANE MFR.

(N) CONT. MTL. PLATE, FASTENERS

AND SEALANT PER MEMBRANE MFR. RC-1

M

IN

M

IN

RC-1

(E) MTL. WALL PANELS TO REMAIN

(N) SELF- ADHERED PANEL CLOSURES

(N) PREFIN. MTL. FLASHING

(N) TERM BAR, FASTENERS AND SEALANT PER

MEMBRANE MFR.

EXTEND (N) MEMBRANE UP PLYWOOD PER

MEMBRANE MFR.

(N) COMPRESSIBLE TUBE FILLER, VERIFY

(N) CONT. MTL. PLATE, SEALANT STRIP, PER

MEMBRANE MFR.

(E) ROOF INSUL. TO REMAIN

(N) FASTENERS TO (E) DECK PER

MEMBRANE MFR.

(E) MTL. DECKING

(E) COMPRESSIBLE FILLER TO REMAIN

(N) 12" EPDM FLASHING

M

IN

CONT. SEALANT BEAD (TYP.)

PER MEMBRANE MFR.

FLASHING MEMBRANE AND SEALANT

LAYERS PER MEMBRANE MFG.

1/2" RECOVERY BOARD

WRAP MEMRBANE DOWN FACE OF

(N) NAILERS PER MFR.

(N) PREFIN. MTL. RAKE FLASHING

W/ CONT. CLEATS INTO (E) WALL

PANELS AS REQ.

(N) 2X6 @ 24" O.C. W/ BATT INSUL.

ANCHOR TO ROOF DECKING @ 24"

O.C. MIN.

(E) MTL. WALL PANELS TO REMAIN

(E) MTL. DECKING

(E) ROOF INSUL.

RC-1

(N) FULLY ADHERED ROOFING

MEMBRANE

(N) TREATED 2X4 CURB WALL

W/STUDS @ 24" O.C.

(N) 1/2" ROOF RECOVERY BOARD

(E) ROOF INSUL. TO REMAIN

(E) MTL. DECKING TO REMAIN

(E) MTL. GIRTS TO REMAIN

(N) FULL THICK BATT INSUL. INFILL

ANCHOR (N) CURB WALL TO

(E) MTL. PLATE @ 48" O.C.

QUICKSEAM RPF STRIP

2" MTL. PLATE W/ FASTENER @

12" O.C. MAX.

COMPRESSIBLE TUBE - DIA. TO

EXCEED RIDGE OPENING BY 50% MIN.

(E) MECH. CURB TO REMAIN- TYP.

WRAP (N) MEMBRANE UP (E) PARAPET

WALL W/ ADHESIVE PER MEMBRANE

MFR. & DOWN INSIDE FACE 3" MIN.

(N) CONT. MTL. PLATE AND FASTENERS

PER ROOF MEMBRANE MFR.

(N) MEMBRANE FLASHING, SEALANTS,

AND PRIMER STRIP PER ROOF

MEMBRANE MFR.

RC-1

(N) PLYWD. AS REQ.

(N) PLYWD. AS REQ.

(E) ROOF HATCH FLASHING -

REMOVE & PAINT

(N) CONT. MTL. PLATE AND

FASTENERS PER MFR.

(N) EPDM MEMBRANE ROOF

SYSTEM

RC-1

(E) STRUCT. TO REMAIN

(E) INSUL. TO REMAIN

(N) RECOVERY BOARD

(N) MEMBRANE FLASHING, SEALANTS

& PRIMER STRIP PER MFR.

(N) TERM BAR & SEALANT PER MFR.

(E) ROOF HATCH COVER -

REMOVE & PAINT

EPDM FLASHING

M

IN

(N) GUTTER SYSTEM - SEE

SPEC. - CONSTRUCT AND

ANCHOR PER SMACNA

(N) SELF-ADHEARING

FOAM PANEL CLOSURE

(E) MTL. WALL PANEL TO

REMAIN

(E) WALL SYSTEM TO

REMAIN - PREFIN. MTL.

WALL PANELS O/ MTL.

STUDS & FULL BATT INSUL.

APPROPRIATE FASTENER

TREATED WD. NAILER

1/4" 1"

CONT. SEALANT BEAD

HOT DIPPED GALV. ROOF NAILS

@ 4" O.C. MAX.- STAGGERED 1/2"

90 MIL. EPDM MEMBRANE

CONT. SEALANT BEAD

M

IN

FIELD VERIFY

WALL ASSEMBLY MAY

VARY - FIELD VERIFY ALL

DIMENSIONS BEFORE

FABRICATION

WRAP MEMBRANE UP

& OVER PARAPED

WALL PER MFR.

(N) CONT. CLEAT -

FASTEN @ 6" O.C. MAX.

(N) PREFIN. MTL. PARAPET

CAP - SEE SPEC.

(N) SLOPED WD. BLOCKING

EXPOSED FASTENER

@ 12" O.C.

M

IN

P lo t D a te

OFFICE SIGNATURE DATE OFFICE SIGNATURE DATE OFFICE SIGNATURE DATE OFFICE SIGNATURE DATE

BASE CIVIL ENGINEER

CHIEF ENGINEER

PROJECT ENGINEER

CE OPERATIONS

FIRE CHIEF

ENVIRONMENTAL ENG.

COMMUNICATIONS

USING AGENCY

BIO-ENVIRONMENTAL

SAFETY

AT/RPEC REP

REV. DATE DESCRIPTION DRAWN APPR'D

DRAWN BY

DESIGNED BY

REVIEWED BY

SCALE DATE PLATE

PAGE OF

PROJECT NUMBERS

ACAD DRAWING NUMBER

RECORD FILE NUMBER

GLOBAL STRIKE COMMAND

MALMSTROM AIR FORCE BASE, MONTANA

copyright 2014 SMA, P.C.

AS SHOWN

BID DOCUMENTS

/2

/2

:0

:4

P

M

A2.3

NZAS 15-0019

03.03.2015

Author

Checker

Reroof Details

REPAIR ROOF, BUILDING 1440

Designer

1 1/2" = 1'-0"A2.3

1 Typ. Roof Edge & Gutter Detail 1 1/2" = 1'-0"A2.3

2 Roof Parapet Detail 1 1/2" = 1'-0"A2.3

3 High Roof Edge Detail 1 1/2" = 1'-0"A2.3

4 Typ. Roof to Wall Detail

3" = 1'-0"A2.3

7 New Ridge Detail @ High Roof 1 1/2" = 1'-0"A2.3

6 Typ. Roof to Wall @ Tail House 1 1/2" = 1'-0"A2.3

5 Typ. Roof to Wall Expansion Joint Detail 1 1/2" = 1'-0"A2.3

8 New Detail @ Roof Rake Edge

3" = 1'-0"A2.3

9 Ridge @ Expansion Joint Detail 1 1/2" = 1'-0"A2.3

10 Mechanical Curb Detail 1 1/2" = 1'-0"A2.3

11 Roof Hatch Curb Detail 3" = 1'-0"A2.3

12 Roof Edge Detail 3" = 1'-0"A2.3

13 Roof Parapet Detail

First Floor 100' - 0"

15611 712161722 18

A2.3

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

3 3

1 1 1 1 1 1 1

111111

First Floor 100' - 0"

FA B C D E G H K L M N

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

1 1 1 1

22 2 2

3 3

First Floor 100' - 0"

F ABCDEGHKLMN

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

2 222

First Floor 100' - 0"

1 2 10 11 12 13 21 22

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

3 4

Keynote Legend - Demo Elevations

Remove (E) roof edge flashing.

Remove (E) metal roof panels.

(E) metal wall panels to remain

(E) roof ladder to remain

(E) sliding doors to remain

P lo t D a te

OFFICE SIGNATURE DATE OFFICE SIGNATURE DATE OFFICE SIGNATURE DATE OFFICE SIGNATURE DATE

BASE CIVIL ENGINEER

CHIEF ENGINEER

PROJECT ENGINEER

CE OPERATIONS

FIRE CHIEF

ENVIRONMENTAL ENG.

COMMUNICATIONS

USING AGENCY

BIO-ENVIRONMENTAL

SAFETY

AT/RPEC REP

REV. DATE DESCRIPTION DRAWN APPR'D

DRAWN BY

DESIGNED BY

REVIEWED BY

SCALE DATE PLATE

PAGE OF

PROJECT NUMBERS

ACAD DRAWING NUMBER

RECORD FILE NUMBER

GLOBAL STRIKE COMMAND

MALMSTROM AIR FORCE BASE, MONTANA

copyright 2014 SMA, P.C.

AS SHOWN

BID DOCUMENTS

/2

/2

:0

:4

P

M

A3.0

NZAS 15-0019

03.03.2015

KC

JD

Demo Elevations

REPAIR ROOF, BUILDING 1440

PR

1" = 20'-0"A3.0

1 East Demolition Elevation

1" = 20'-0"A3.0

3 South Demolition Elevation

1" = 20'-0"A3.0

4 North Demolition Elevation

1" = 20'-0"A3.0

2 West Demolition Elevation

First Floor 100' - 0"

FA B C D E G H K L M N

A2.3

A2.3

A2.3

A2.3

A2.3

A2.3

A2.3

A2.3

A2.3

A2.3

A2.3

A2.3

A2.3

6 1 1 6

22 2 2

3 3

6 6

First Floor 100' - 0"

15611 712161722 18

A2.3

A2.3

A2.3

A2.3

A2.3

A2.3

A2.3

A2.3

A2.3

A2.3

A2.3

3 3

1 1 1 1 1 1 1

111111

First Floor 100' - 0"

1 2 10 11 12 13 21 22

A2.3

A2.3

A2.3

A2.3

A2.1

A2.1

A2.3

A2.3

A2.3

3 4

First Floor 100' - 0"

F ABCDEGHKLMN

A2.3

A2.3

A2.3

A2.3

A2.1

A2.3

A2.3

A2.3

A2.3

A2.3

A2.3

A2.3

A2.1

A2.3

2 222

66 666

Keynote Legend - (N) Exterior Elevations

(N) roof edge flashing. See spec.

(N) EPDM single-ply roof membrane. See spec.

(E) metal wall panels to remain

(E) roof ladder to remain

(E) sliding doors to remain

(N) Gutters & downspouts. Contractor to provide proper sizing and attachment of complete system. See Reroof Plan (A2.2) and spec.

P lo t D a te

OFFICE SIGNATURE DATE OFFICE SIGNATURE DATE OFFICE SIGNATURE DATE OFFICE SIGNATURE DATE

BASE CIVIL ENGINEER

CHIEF ENGINEER

PROJECT ENGINEER

CE OPERATIONS

FIRE CHIEF

ENVIRONMENTAL ENG.

COMMUNICATIONS

USING AGENCY

BIO-ENVIRONMENTAL

SAFETY

AT/RPEC REP

REV. DATE DESCRIPTION DRAWN APPR'D

DRAWN BY

DESIGNED BY

REVIEWED BY

SCALE DATE PLATE

PAGE OF

PROJECT NUMBERS

ACAD DRAWING NUMBER

RECORD FILE NUMBER

GLOBAL STRIKE COMMAND

MALMSTROM AIR FORCE BASE, MONTANA

copyright 2014 SMA, P.C.

AS SHOWN

BID DOCUMENTS

/2

/2

:0

:4

P

M

A3.1

NZAS 15-0019

03.03.2015

Author

Checker

Reroof Elevations

REPAIR ROOF, BUILDING 1440

Designer

1" = 20'-0"A3.1

1 South Re-Roof Elevation

1" = 20'-0"A3.1

2 East Re-Roof Elevation

1" = 20'-0"A3.1

3 West Re-Roof Elevation

1" = 20'-0"A3.1

4 North Re-Roof Elevation