Attach_6_Drawing_FULL_Set_Repair_Dorm_655_Part_2.pdf

First Floor

100'-0"

Second Floor

111'-1 7/8"

AAAABBBBCCCCDDDDEEEEFFFFGGGGHHHHIIIIJJJJKKKKLLLLMMMMNNNNOOOOPPPP

Third Floor

122'-3 3/4"

T.O. Steel

134'-5 3/8"

T.O. Steel @ Core

131'-2"

3 3 3 3 3 3 3

4 4 4 4 4 4 4 4 4 4 4 4

7 7 7 7 7 7 7 7 7 7 7 7 7

0 16'-0" 24'-0"8'-0"

Graphic Scale: 1" = 8'-0"

First Floor

100'-0"

Second Floor

111'-1 7/8"

AAAA BBBB CCCC DDDD EEEE FFFF GGGG HHHH IIII JJJJ KKKK LLLL MMMM NNNN OOOO PPPP

Third Floor

122'-3 3/4"

T.O. Steel

134'-5 3/8"

T.O. Steel @ Core

131'-2"

3 3 3 3 31

6 6

7 7 7 7 7 7 7 7 7 7 7 7

5 5 44 4 4 4 4 4 4 4 4 4 4

0 16'-0" 24'-0"8'-0"

Graphic Scale: 1" = 8'-0"

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

NZAS-04-1042

AMENDMENT 6

/5 /2

:0

:5 P

M

A3.01

03.02.2018

Author

Checker

Demolition Exterior Elevations

Repair Dormitory 655

Designer

A3.01

Bidding Documents (IFB)

1/8" = 1'-0"A3.01

1111 Demolition East Building Elevation

1/8" = 1'-0"A3.01

2222 Demolition West Building Elevation

Keynotes - Demolition Exterior Elevations 1 (E) EIFS siding to remain - protect as req. during conductance of project- patch & repair damaged surface and holes at all elevations as req. per mfr. recommendations - verify

2 (E) CMU veneer to remain - protect as req. during conductance of project - clean efflorescence from veneer adjacent to ea. leaking downspout - verify

3 (E) Prefin mtl. downspout & heat cable to be removed

4 (E) Aluminum window to be removed - see Window Types on Sheet A0.00 for sizes and information

5 (E) Painted H.M. door & frame to be removed - see Door Types on Sheet A0.00 for size sand information

6 (E) Prefin. mtl. gutter & heat cable to be removed

7 Shaded area indicates area of (E) EIFS to be removed for installation of (N) structural steel and windows

- remove (E) EIFS system and sheathing down to (E) steel framing and structural steel as req. - min. 16"

ea. side of window opening or to nearest stud

9 Remove (E) stack - See Mech. demo

10 (E) Mechanical louver to remain - See Mech.

FA4626-19-R-A014

Second Floor

111'-1 7/8"

111122223333444455556666777788889999101010101111111112121212131313131414141415151515161616161717171718181818

Third Floor

122'-3 3/4"

T.O. Steel

134'-5 3/8"

T.O. Steel @ Core

131'-2"

2 2 2 2 2

3 3 3 3 3 3 3 3 3 3

7 7 7 7 7 7 7 7 7 7 7 7 7 7

0 16'-0" 24'-0"8'-0"

Graphic Scale: 1" = 8'-0"

1058A

AAAAAAAAA

AAAAAAAA

AAAAAAAA

A A

AAAA

AAAAA

AAAA

AAAAA

BBBB

BBBB

BBBB

A3.03

A3.03

First Floor

100'-0"

Second Floor

111'-1 7/8"

1111 2222 3333 4444 5555 6666 7777 8888 9999 10101010 11111111 12121212 13131313 14141414 15151515 16161616 17171717 18181818

Third Floor

122'-3 3/4"

T.O. Steel

134'-5 3/8"

T.O. Steel @ Core

131'-2"

2 2

2 2

3 3 3 3 3 3 3 3 33

4 4 4 4 4 4 4 4 4 4 4 45 5 5

7 7 7 7 7 7 7 7 7 7 7 7 7

0 16'-0" 24'-0"8'-0"

Graphic Scale: 1" = 8'-0"

1090A 1062A 1000A

A A A A A A A A

A A A A A A A A

A A A A A A A A

B B B B

B B B B

B B B B

B

B

A3.03

A3.03

(E) CMU TO REMAIN

(E) SHTHG. TO REMAIN

O/ STL. STUDS

(E) STL. LINTEL

TO REMAIN

REMOVE (E) CAULKING

REMOVE (E) GWB, V.B. &

BATT INSUL. AS REQ. FOR

INSTALLATION OF (N)

STL. - SEE STRUCT.

REMOVE (E) P.T. WD.

NAILER

REMOVE (E) WD. TRIM

REMOVE (E) GWB JAMB

REMOVE (E) ALUM.

WINDOW

DEMODEMODEMODEMO NEW CONSTRUCTIONNEW CONSTRUCTIONNEW CONSTRUCTIONNEW CONSTRUCTION

(E) CMU TO REMAIN

(E) SHTHG. TO REMAIN

O/ STL. STUDS

(E) STL. LINTEL

TO REMAIN

(N) R-19 BATT INSUL.

(N) 5/8" GWB. O/ V.B. O/ (N)

6" MTL. STUDS AS REQ.

(N) HSS FRAME - SEE STRUCT. -

WRAP W/ V.B.

(N) ANCHORS AS REQ. FOR BLAST

LOADS - SEE MECH./ PER MFR.

(N) 4" OAK TRIM - STAINED

(N) 1/2" OAK CASING - STAINED

(N) SEALANT &

BACKER ROD - CONT.

(N) PREFIN. BLAST RESISTANT

WINDOW - SEE SPEC.

CAULK CONT.

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

Graphic Scale: 1" = 8"

REMOVE (E) EIFS

SYSTEM, INSUL &

SHTHG. AS REQ. TO

INSTALL (N) HSS STL.

FRAME - SEE STRUCT.

(E) GWB & MTL. STUDS TO

REMAIN - REMOVE AS REQ.

TO INSTALL (N) STL. HSS

PER STRUCT.

REMOVE (E) P.T. WD.

NAILER

(E) WD. TRIM TO REMAIN

REMOVE (E) WD. CASING

REMOVE (E) ALUM.

WINDOW

DEMODEMODEMODEMO NEW CONSTRUCTIONNEW CONSTRUCTIONNEW CONSTRUCTIONNEW CONSTRUCTION

(N) R-19 BATT INSUL

(N) EIFS SYSTEM O/ AIR

BARRIER O/ (N) SHTHG.

TO MATCH (E) - MATCH

THICKNESS & PROFILES

OF EIFS

(N) HSS FRAME - SEE

STRUCT. - WRAP W/ V.B.

(N) ANCHORS AS REQ. FOR BLAST

LOADS - SEE MECH./ PER MFR. (N) 1/2" OAK CASING -

STAINED(N) SEALANT &

BACKER ROD - CONT.

(N) PREFIN. BLAST

RESISTANT WINDOW -

SEE SPEC.

(E) GWB & MTL. STUDS TO

REMAIN - REMOVE AS REQ.

TO INSTALL (N) STL. HSS

PER STRUCT.

(E) WD. TRIM TO REMAIN

CAULK CONT.

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

Graphic Scale: 1" = 8"

(E) CMU TO REMAIN

(E) SHTHG. TO REMAIN

O/ STL. STUDS

(E) STL. LINTEL

TO REMAIN

REMOVE (E) CAULKING

REMOVE (E) GWB, V.B. &

BATT INSUL. AS REQ. FOR

INSTALLATION OF (N)

STL. - SEE STRUCT.

REMOVE (E) P.T. WD.

NAILER

REMOVE (E) WD. TRIM

REMOVE (E) GWB JAMB

REMOVE (E) ALUM.

WINDOW

DEMODEMODEMODEMO NEW CONSTRUCTIONNEW CONSTRUCTIONNEW CONSTRUCTIONNEW CONSTRUCTION

(E) CMU TO REMAIN

(E) SHTHG. TO REMAIN

O/ STL. STUDS

(E) STL. LINTEL

TO REMAIN

(N) R-19 BATT INSUL.

(N) 5/8" GWB. O/ V.B. O/ (N)

6" MTL. STUDS AS REQ.

(N) HSS FRAME - SEE STRUCT. -

WRAP W/ V.B.

(N) ANCHORS AS REQ. FOR BLAST

LOADS - SEE MECH./ PER MFR.

(N) 4" OAK TRIM - STAINED

(N) 1/2" OAK CASING - STAINED

(N) SEALANT &

BACKER ROD - CONT.

(N) PREFIN. BLAST RESISTANT

WINDOW - SEE SPEC.

REMOVE (E) JAMB STUDS

CAULK CONT.

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

Graphic Scale: 1" = 8"

REMOVE (E) EIFS

SYSTEM, INSUL &

SHTHG. AS REQ. TO

INSTALL (N) HSS STL.

FRAME - SEE STRUCT.

(E) GWB & MTL. STUDS TO

REMAIN - REMOVE AS REQ.

TO INSTALL (N) STL. HSS

PER STRUCT.

REMOVE (E) P.T. WD.

NAILER

REMOVE (E) WD. TRIM

REMOVE (E) WD. CASING

REMOVE (E) ALUM.

WINDOW

DEMODEMODEMODEMO NEW CONSTRUCTIONNEW CONSTRUCTIONNEW CONSTRUCTIONNEW CONSTRUCTION

(N) R-19 BATT INSUL

(N) EIFS SYSTEM O/ AIR BARRIER

O/ (N) SHTHG. TO MATCH (E) -

MATCH THICKNESS & PROFILES

OF EIFS

(N) HSS FRAME - SEE

STRUCT. - WRAP W/ V.B.

(N) ANCHORS AS REQ. FOR BLAST

LOADS - SEE MECH./ PER MFR. (N) 1/2" OAK CASING -

STAINED(N) SEALANT &

BACKER ROD - CONT.

(N) PREFIN. BLAST

RESISTANT WINDOW -

SEE SPEC.

(E) GWB & MTL. STUDS TO

REMAIN - REMOVE AS REQ.

TO INSTALL (N) STL. HSS

PER STRUCT.

(N) 4" OAK TRIM - STAINED

REMOVE (E) GWB. AS REQ. TO

DEMO STL. STUDS & NAILER

REMOVE (E) STL. STUDS

(N) GWB. AS REQ.

CAULK CONT.

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

Graphic Scale: 1" = 8"

(E) CMU TO REMAIN

(E) SHTHG. TO REMAIN

O/ MTL. STUDS

(E) CMU SILL TO

REMAIN

REMOVE (E) CAULKING

REMOVE (E) GWB, V.B. &

BATT INSUL. AS REQ. FOR

INSTALLATION OF (N)

STL. - SEE STRUCT.

REMOVE (E) P.T. WD.

NAILER

REMOVE (E) WD. TRIM

REMOVE (E) GWB JAMB

REMOVE (E) ALUM.

WINDOW

DEMODEMODEMODEMO NEW CONSTRUCTIONNEW CONSTRUCTIONNEW CONSTRUCTIONNEW CONSTRUCTION

(E) CMU TO REMAIN

(E) SHTHG. TO REMAIN

O/ STL. STUDS

(E) CMU SILL TO

REMAIN

(N) R-19 BATT INSUL.

(N) 5/8" GWB. O/ V.B. O/ (N)

6" MTL. STUDS AS REQ.

(N) HSS FRAME - SEE STRUCT. -

WRAP W/ V.B.

(N) ANCHORS AS REQ. FOR BLAST

LOADS - SEE MECH./ PER MFR.

(N) 3/4" OAK SILL - STAINED

(N) 4" OAK TRIM - STAINED

(N) SEALANT &

BACKER ROD - CONT.

(N) PREFIN. BLAST RESISTANT

WINDOW - SEE SPEC.

REMOVE (E) JAMB STUDS

REMOVE (E) OAK SILL &

TRIM

VERIFY

CAULK CONT.

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

Graphic Scale: 1" = 8"

REMOVE (E) GWB. AS REQ.

TO DEMO WD. NAILER

REMOVE (E) WD. TRIM

REMOVE (E) GWB JAMB

REMOVE (E) ALUM.

WINDOW

DEMODEMODEMODEMO NEW CONSTRUCTIONNEW CONSTRUCTIONNEW CONSTRUCTIONNEW CONSTRUCTION

(N) R-19 BATT INSUL.

(N) 5/8" GWB. AS REQ.

(N) 3/4" OAK SILL - STAINED

(N) 4" OAK TRIM - STAINED

REMOVE (E) OAK SILL &

TRIM

REMOVE (E) EIFS

SYSTEM, INSUL &

SHTHG. AS REQ. TO

INSTALL (N) HSS STL.

FRAME - SEE STRUCT.

REMOVE (E) P.T. WD.

NAILER

REMOVE (E) ALUM.

WINDOW

(E) GWB & MTL. STUDS TO

REMAIN - VERIFY

(N) EIFS SYSTEM O/ AIR BARRIER

O/ (N) SHTHG. TO MATCH (E) -

MATCH THICKNESS & PROFILES

OF EIFS

(N) HSS FRAME - SEE

STRUCT. - WRAP W/ V.B.

(N) ANCHORS AS REQ. FOR

BLAST LOADS - SEE MECH./

PER MFR.

(N) SEALANT &

BACKER ROD - CONT.

(N) PREFIN. BLAST

RESISTANT WINDOW -

SEE SPEC.

(E) GWB & MTL. STUDS TO

REMAIN - VERIFY

(N) 1/2" OAK CASING -

STAINED

CAULK CONT.

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

Graphic Scale: 1" = 8"

(E) CMU TO REMAIN

(E) SHTHG. TO REMAIN

O/ STL. STUDS

(E) STL. LINTEL

TO REMAIN

REMOVE (E) CAULKING

REMOVE (E) GWB, V.B. &

BATT INSUL. AS REQ. FOR

INSTALLATION OF (N) STL.

FRAME - SEE STRUCT.

REMOVE (E) MTL STUDS

REMOVE (E) H.M.

DOOR & FRAME

DEMODEMODEMODEMO NEW CONSTRUCTIONNEW CONSTRUCTIONNEW CONSTRUCTIONNEW CONSTRUCTION

(E) CMU TO REMAIN

(E) SHTHG. TO REMAIN

O/ STL. STUDS

(E) STL. LINTEL

TO REMAIN

(N) R-19 BATT INSUL.

(N) 5/8" GWB. O/ V.B. O/ (N)

6" MTL. STUDS AS REQ.

(N) HSS FRAME - SEE STRUCT. -

WRAP W/ V.B.

(N) ANCHORS AS REQ. FOR BLAST

LOADS - SEE MECH./ PER MFR.

(N) SEALANT

(N) INSUL. H.M. BLAST

RESISTANT DOOR & FRAME -

PAINTED

CAULK CONT.

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

Graphic Scale: 1" = 8"

(E) CMU TO REMAIN

(E) SHTHG. TO REMAIN

O/ STL. STUDS

REMOVE (E) GWB, V.B. &

BATT INSUL. AS REQ. FOR

INSTALLATION OF (N) STL.

FRAME - SEE STRUCT.

REMOVE (E) MTL STUDS

REMOVE (E) H.M.

DOOR & FRAME

DEMODEMODEMODEMO NEW CONSTRUCTIONNEW CONSTRUCTIONNEW CONSTRUCTIONNEW CONSTRUCTION

(E) CMU TO REMAIN

(E) SHTHG. TO REMAIN

O/ STL. STUDS

(N) R-19 BATT INSUL.

(N) 5/8" GWB. O/ V.B. O/ (N)

6" MTL. STUDS AS REQ.

(N) HSS FRAME - SEE STRUCT. -

WRAP W/ V.B.

(N) ANCHORS AS REQ. FOR BLAST

LOADS - SEE MECH./ PER MFR.

(N) SEALANT

(N) INSUL. H.M. BLAST

RESISTANT DOOR & FRAME -

PAINTED

(N) SEALANT

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

Graphic Scale: 1" = 8"

(N) HSS FRAME - SEE STRUCT.

(N) PREFIN. BLAST RESISTANT

WINDOW - SEE SPEC.

(N) HSS AS REQ. - TACK

WELD TO (N) HSS FRAME -

PAINTED - FLUSH W/ (N)

H.M. DOOR FRAME

(N) HSS AS REQ. - TACK

WELD TO (N) HSS FRAME -

PAINTED - FLUSH W/ (N)

H.M. DOOR FRAME

(N) OAK SILL BEYOND

VE

R

IF

Y

CONT. CAULK EA. SIDE

CAULK CONT.

CAULK CONT.

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

Graphic Scale: 1" = 8"

Exterior Elevation Legend

SHADED AREAS INCIDCATE WALL SURFACES TO BE COMPLETELY RECOVERED

‘SKIMMED AND REFINISHED’ WITH NEW EIFS TOP COAT LAYER. PREP AND RESURFACE

ENTIRE BUILDING ELEVATION PLANE AS SHOWN FROM CORNER TO CORNER. DO NOT

RECOVER WALL PLANES THAT ARE NOT SHADED.

HATCHED AREAS INDICATE WALL AREAS TO RECEIVE NEW SHEATHING AND EIFS

SYSTEM TO MATCH THE EXISTING ADJACENT. TOPCOAT INCLUDED WITH SKIMMING

AND REFINISHING OF ENTIRE SHADED ELEVATION PLANE – SEE SHADED AREA NOTE.

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

NZAS-04-1042

AMENDMENT 6

/5 /2

:0

:1 P

M

A3.02

03.02.2018

Author

Checker

Renovation Exterior Elevations

Repair Dormitory 655

Designer

A3.02

Bidding Documents (IFB)

1/8" = 1'-0"A3.02

1111 Renovation Northwest Building Elevation

1/8" = 1'-0"A3.02

2222 Renovation Southeast Building Elevation

Keynotes - Renovation Exterior Elevations 1 (E) EIFS siding to remain - protect as req. during conductance of project- patch & repair damaged surface and holes at all elevations as req. per mfr. recommendations - verify

2 (E) CMU veneer to remain - protect as req. during conductance of project - clean efflorescence from veneer adjacent to ea. leaking downspout - verify

3 (N) Prefin mtl. downspout typ.

4 (N) Blast-resistant aluminum window - see spec./window types Sheet A0.00

5 (N) Blast-resistant Painted H.M. door & frame - see spec./door types Sheet A0.00, Door Schedule on Sheet A2.00

6 (N) Prefin. mtl. gutter system

7 Shaded area indicates area of (N) EIFS system and wall sheathing to be installed after installation of of (N) structural steel and windows - feather EIFS into existing adjacent per mfr.'s recommendations

8 (N) Dryer vents - See mech.

9 (E) Mtl. louver to remain - Install 1/2" painted black plywd. panel W/ 4" rigid insul. @ room side to fill opening - Coord w/ Mech.

10 Relocated (E) stack - See Mech.

11 Cap (E) opening W/ prefin. mtl. @ (E) roof base penetration

1 1/2" = 1'-0"A3.02

3333 Window Head Detail @ CMU

1 1/2" = 1'-0"A3.02

4444 Window Head Detail @ EIFS

1 1/2" = 1'-0"A3.02

5555 Window Jamb Detail @ CMU

1 1/2" = 1'-0"A3.02

6666 Window Jamb Detail @ EIFS

1 1/2" = 1'-0"A3.02

7777 Window Sill Detail @ CMU

1 1/2" = 1'-0"A3.02

8888 Window Sill Detail @ EIFS

1 1/2" = 1'-0"A3.02

9999 Door Head Detail @ CMU

1 1/2" = 1'-0"A3.02

10101010 Door Jamb Detail @ CMU

1 1/2" = 1'-0"A3.02

11111111 Jamb @ Window C

Second Floor

111'-1 7/8"

AAAABBBBCCCCDDDDEEEEFFFFGGGGHHHHIIIIJJJJKKKKLLLLMMMMNNNNOOOOPPPP

Third Floor

122'-3 3/4"

T.O. Steel

134'-5 3/8"

T.O. Steel @ Core

131'-2"

2 2 2 2

2 2

3 3 3 3 3 3 3

4 4 4 4 4 4 4 4 4 4 4 4

7 7 7 7 7 7 7 7 7 7 7 7 7

0 16'-0" 24'-0"8'-0"

Graphic Scale: 1" = 8'-0"

1029A

AAAAAAAA

AAAAAAA

AAAAAAAA

A

BBBB

BBBB

BBBB

B

B

A3.03

A3.03

TYP.

TYP.

A3.03

First Floor

100'-0"

Second Floor

111'-1 7/8"

AAAA BBBB CCCC DDDD EEEE FFFF GGGG HHHH IIII JJJJ KKKK LLLL MMMM NNNN OOOO PPPP

Third Floor

122'-3 3/4"

T.O. Steel

134'-5 3/8"

T.O. Steel @ Core

131'-2"

3 3 3 3 3

2 2 2 2 2

6 6

7 7 7 7 7 7 7 7 7 7 7 7

5 5 44 4 4 4 4 4 4 4 4 4 4

0 16'-0" 24'-0"8'-0"

Graphic Scale: 1" = 8'-0"

1065A 1064A

A A A A A A A A

A A A A A A A

A A A A A A A A

A

B B B B

B B B B

B B B B

A3.03

TYP.

A3.03

A3.03

First Floor

100'-0"

Second Floor

111'-1 7/8"

AAAA

Third Floor

122'-3 3/4"

T.O. Steel

134'-5 3/8"

T.O. Steel @ Core

131'-2"

A3.03

(E) FINISH GRADE

(E) 4" PVC DRAIN PIPE TO SEWER

(N) 4" RUBBER TRANSITION PIPE

FROM DOWNSPOUT TO PVC

W/HOSE CLAMPS AT EACH END

(N) 4" GUTTER MOUNTING STRAP TYP. -

INSTALL AT SMOOTH FACE CMU BAND AT SILL

OF WINDOW - VERIFY HEIGHT

(N) 4" GUTTER MOUNTING STRAP TYP. -

INSTALL AT SMOOTH FACE CMU BAND TOP OF

CMU VENEER - VERIFY HEIGHT

9" (6

G

U

TT

ER

M

O U

N

TI

N G

S

TR

A P

S

'-0

O

.C . T

YP

(N) PREFIN. MTL. 4"

DOWNSPOUT - SEE SPEC.

MAINTAIN 1/2" CLEARANCE

BETWEEN EIFS VENEER AND (N)

DOWNSPOUT SYSTEM

SLOPE LEG 15 DEGREES

AS REQ.

SLOPE TRANSITION 45

DEGREES AS SHOWN

0 8'-0" 12'-0"4'-0"

Graphic Scale: 1" = 4'-0"

6"

6"

PREFIN. MTL. DOWNSPOUT

BEYOND TYP.

PREFIN. MTL. GUTTER HANGER - TYP.

PREFIN. MTL. GUTTER SYSTEM -

SEE SPEC.

(E) MTL. DRIP EDGE/FLASHING

TO REMAIN

EXTEND BACK OF (N) GUTTER UP

BEHIND (E) DRIP EDGE/FLASHING

PREFIN. MTL. FASCIA TO REMAIN

(E) 2X FASCIA CONT. TO REMAIN

(E) PREFIN. MTL. ROOF

SYSTEM TO REMAIN

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

Graphic Scale: 1" = 8"

Exterior Elevation Legend

SHADED AREAS INCIDCATE WALL SURFACES TO BE COMPLETELY RECOVERED

‘SKIMMED AND REFINISHED’ WITH NEW EIFS TOP COAT LAYER. PREP AND RESURFACE

ENTIRE BUILDING ELEVATION PLANE AS SHOWN FROM CORNER TO CORNER. DO NOT

RECOVER WALL PLANES THAT ARE NOT SHADED.

HATCHED AREAS INDICATE WALL AREAS TO RECEIVE NEW SHEATHING AND EIFS

SYSTEM TO MATCH THE EXISTING ADJACENT. TOPCOAT INCLUDED WITH SKIMMING

AND REFINISHING OF ENTIRE SHADED ELEVATION PLANE – SEE SHADED AREA NOTE.

4"

4" 4"

12".

(N) 4" PREFIN. MTL

DOWNSPOUT

(N) PREFIN. MTL.

DOWNSPOUT ANCHOR

STRAP - FASTEN TO

DOWNSPOUT PER

SMACNA STANDARDS

(N) FASTENERS: 1/4" EXP.

ANCHOR INTO (E) CMU

VENEER, MIN. 3"

EMBEDMENTS, 1/4" SELF-

TAPPING BOLTS MIN. 2"

LENGTH @ EIFS - ENSURE

FULL PENETRATION OF EIFS

AND WD. SHEATHING

0 8" 1'-0"4"

Graphic Scale: 1" = 4"

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

NZAS-04-1042

AMENDMENT 6

/5 /2

:0

:2 P

M

A3.03

03.02.2018

Author

Checker

Renovation Exterior Elevations

Repair Dormitory 655

Designer

A3.03

Bidding Documents (IFB)

1/8" = 1'-0"A3.03

1111 Renovation East Building Elevation

1/8" = 1'-0"A3.03

2222 Renovation West Building Elevation

Keynotes - Renovation Exterior Elevations 1 (E) EIFS siding to remain - protect as req. during conductance of project- patch & repair damaged surface and holes at all elevations as req. per mfr. recommendations - verify

2 (E) CMU veneer to remain - protect as req. during conductance of project - clean efflorescence from veneer adjacent to ea. leaking downspout - verify

3 (N) Prefin mtl. downspout typ.

4 (N) Blast-resistant aluminum window - see spec./window types Sheet A0.00

5 (N) Blast-resistant Painted H.M. door & frame - see spec./door types Sheet A0.00, Door Schedule on Sheet A2.00

6 (N) Prefin. mtl. gutter system

7 Shaded area indicates area of (N) EIFS system and wall sheathing to be installed after installation of of (N) structural steel and windows - feather EIFS into existing adjacent per mfr.'s recommendations

8 (N) Dryer vents - See mech.

9 (E) Mtl. louver to remain - Install 1/2" painted black plywd. panel W/ 4" rigid insul. @ room side to fill opening - Coord w/ Mech.

10 Relocated (E) stack - See Mech.

11 Cap (E) opening W/ prefin. mtl. @ (E) roof base penetration

1/4" = 1'-0"A3.03

3333 Typical (N) Downspout Detail

1 1/2" = 1'-0"A3.03

4444 Typical (N) Gutter Detail

3" = 1'-0"A3.03

5555 Downspout Anchor Detail

4' -0

TA-01TA-01TA-01TA-01 6'

-6

TA-02TA-02TA-02TA-02

4' -0

TA-03TA-03TA-03TA-03

TA-05TA-05TA-05TA-05

0 4'-0" 6'-0"2'-0"

Graphic Scale: 1" = 2'-0"

4' -0

6' -6

TA-02TA-02TA-02TA-02

TA-03TA-03TA-03TA-03

0 4'-0" 6'-0"2'-0"

Graphic Scale: 1" = 2'-0"

4' -0

0 4'-0" 6'-0"2'-0"

Graphic Scale: 1" = 2'-0"

4' -0

TA-01TA-01TA-01TA-01

0 4'-0" 6'-0"2'-0"

Graphic Scale: 1" = 2'-0"

3' -4

0 4'-0" 6'-0"2'-0"

Graphic Scale: 1" = 2'-0"

0 4'-0" 6'-0"2'-0"

Graphic Scale: 1" = 2'-0"

21 21

B

0 4'-0" 6'-0"2'-0"

Graphic Scale: 1" = 2'-0"

0 4'-0" 6'-0"2'-0"

Graphic Scale: 1" = 2'-0"

1/

2" 2'

-8

/2

4"

3' -0

3'-0"

TA-07TA-07TA-07TA-07

TA-04TA-04TA-04TA-04

TA-05TA-05TA-05TA-05

TA-06TA-06TA-06TA-06

0 4'-0" 6'-0"2'-0"

Graphic Scale: 1" = 2'-0"

9 9 9

20 20

0 4'-0" 6'-0"2'-0"

Graphic Scale: 1" = 2'-0"

A

0 4'-0" 6'-0"2'-0"

Graphic Scale: 1" = 2'-0"

TA-07TA-07TA-07TA-07

TA-04TA-04TA-04TA-04

TA-05TA-05TA-05TA-05

TA-06TA-06TA-06TA-06

0 4'-0" 6'-0"2'-0"

Graphic Scale: 1" = 2'-0"

0 4'-0" 6'-0"2'-0"

Graphic Scale: 1" = 2'-0"

9 9

5 5

3' -4

0 4'-0" 6'-0"2'-0"

Graphic Scale: 1" = 2'-0"

4" 2'

-8

/2

1/

2"

3' -0

2'-6" 2'-6" 2'-6" 2'-6"

0 4'-0" 6'-0"2'-0"

Graphic Scale: 1" = 2'-0"

19 19 19 19 18

A

0 4'-0" 6'-0"2'-0"

Graphic Scale: 1" = 2'-0"

18 18 18 18

A4.00

27 27

3' -4

0 4'-0" 6'-0"2'-0"

Graphic Scale: 1" = 2'-0"

2' -3

/4

2'

-3

/4

1/

2"

1/ 2"

1/

2" 4"

7' -0

2'-4"

3' -0

3'

-0

0 4'-0" 6'-0"2'-0"

Graphic Scale: 1" = 2'-0"

14 15

2'-0"

6' -8

4"

7' -0

0 4'-0" 6'-0"2'-0"

Graphic Scale: 1" = 2'-0"

4" SOLID SURFACE BACKSPLASH

1 1/2" SOLID SURFACE

COUNTER TOP - 4'-0"

LONG

MTL. COUNTER SUPPORT

BRACKET - PAINTED

4" WALL BASE - SEE SPEC.

3' -0

2'-1"

0 1'-6" 2'-3"9"

Graphic Scale: 1" = 9"

2' -1

1'

-0

1' -0

/2

4' -1

/2

1'-0 1/2" 1'-0" 2'-1"

4'-1 1/2"

(N) 1 1/2" SOLID SURFACE

TOP TO REPLACE (E) - SEE

SPEC. - VERIFY DIMENSIONS

(N) SINK - SEE MECH.

0 1'-6" 2'-3"9"

Graphic Scale: 1" = 9"

5' -6

TA-08TA-08TA-08TA-08

0 1'-6" 2'-3"9"

Graphic Scale: 1" = 9"

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

NZAS-04-1042

AMENDMENT 6

/5 /2

:0

:2 P

M

A4.00

03.02.2018

Author

Checker

Interior Elevations

Repair Dormitory 655

Designer

A4.00

Bidding Documents (IFB)

1/2" = 1'-0"A4.00

1111 Typ. Bathroom Elevation 1/2" = 1'-0"A4.00

2222 Typ. Bathroom Elevation 1/2" = 1'-0"A4.00

3333 Typ. Bathroom Elevation 1/2" = 1'-0"A4.00

4444 Typ. Bathroom Elevation 1/2" = 1'-0"A4.00

5555 Typ. Kitchen Elevation 1/2" = 1'-0"A4.00

6666 Typ. Kitchen Elevation

1/2" = 1'-0"A4.00

7777 Typ. Kitchen Elevation 1/2" = 1'-0"A4.00

8888 Typ. Kitchen Elevation

1/2" = 1'-0"A4.00

13131313 Typ. Vanity Elevation

1/2" = 1'-0"A4.00

9999 Typ. Bedroom Elevation 1/2" = 1'-0"A4.00

10101010 Typ. Bedroom Elevation

1/2" = 1'-0"A4.00

11111111 Typ. Bedroom Elevation 1/2" = 1'-0"A4.00

12121212 Typ. Bedroom Elevation

1/2" = 1'-0"A4.00

14141414 Typ. Laundry Elevation 1/2" = 1'-0"A4.00

15151515 Typ. Laundry Elevation 1/2" = 1'-0"A4.00

16161616 Typ. Laundry Elevation

1/2" = 1'-0"A4.00

17171717 Typ. Laundry Elevation

Keynotes - Interior Elevations 1 (E) Toilet to remain - Remove & reinstall as req.

2 (N) Solid surface shower pan

3 (N) Solid surface wall panel

4 (E) Refrigerator to remain - NIC - Remove & reinstall as req.

5 (N) 3/4" oak chair rail - Stained

6 (N) Coved sheet vinyl base

7 (N) Solid surface counter top

8 (E) Base cabinet to remain - Replace bottom panel under sink cabinet only

9 (N) Rubber wall base

10 (N) Solid surface counter top at lavatory

11 (N) Plastic laminate lavatory cabinet

13 (N) 48" Tile wainscot

14 (N) Clothes hanging rods - Typ.

15 (N) Double door plastic laminate wardrobe

16 (N) Plastic laminate cabinetry

17 (N) Plastic laminate base cabinetry

18 (E) Relocated washer

19 (E) Relocated dryer

20 (E) wood door and HM frame to remain – repaint frame – replace door if required – verify

21 (E) kitchen overhead cabinetry – remove and reinstall as required for installation of (N) blast resistant window and associated work

22 Remove (E) GWB, replace w/new w/finish to match (E) adjacent, remove and reinstall (E) wood trim, as required for installation of (N) blast resistant windows – first floor only – see struct

24 Remove and reinstall (E) wood trim, GWB w/finish, to match (E) adjacent, as required for installation of (N) blast resistant windows – second and third floor only – see struct.

25 Remove/ Reinstall (E) range

26 Remove/ Reinstall (E) range hood vent

27 (N) Vinyl wall covering below wood chair rail

28 (N) Mop sink - See Mech.

29 (N) Coved sheet vinyl base

30 (N) FRP Panel at all walls - See fin. sched.

1/2" = 1'-0"A4.00

18181818 Typ. Closet Elevation 1 1/2" = 1'-0"A4.00

19191919 Typ. Closet Elevation 2

3/4" = 1'-0"A4.00

20202020 Laundry Counter Detail 3/4" = 1'-0"A4.00

21212121 Typical Kitchen Counter

Toilet Accessory Schedule Note: Install all TA items at original locations & heights where occuring - Verify

Mark Discription

TA-01 TOILET PAPER HOLDER

TA-02 SHOWER CURTAIN ROD

TA-03 SOAP DISH

TA-04 MEDICINE CABINET

TA-05 ROBE HOOK

TA-06 TOOTHBRUSH HOLDER

TA-07 24"X36" MIRROR

TA-08 UTILITY SHELF

1/2" = 1'-0"A4.00

22222222 Typ. Janitor Room Interior Elevation

STEEL IN SECTION

CONCRETE

CONCRETE MASONRY UNIT

SHEET NUMBER WHERE

SECTION OR DETAIL IS

SHOWN

SECTION OR DETAIL

DESIGNATION SYMBOL

ELEVATION NOTED

STAIR IDENTIFICATIONUP OR DOWN

INDICATES BASE PLATE,

SEE SCHEDULE Sx.x

X X

X X

INDICATES COLUMN

LEGEND AND ABBREVIATIONS

S1.0

STEEL LEGEND

BPX

X FLAG NOTE

REVISION SPECIFIED

AB ANCHOR BOLT

ACI AMERICAN CONCRETE

INSTITUTE

AISC AMERICAN INSTITUTE

OF STEEL CONSTRUCTION

ALT ALTERNATE

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ASTM AMERICAN SOCIETY FOR

TESTING MATERIAL

@ AT

BLDG BUILDING

BLK'G BLOCKING

BM BEAM

BOC BOTTOM OF CONCRETE

BOF BOTTOM OF FOOTING

BOS BOTTOM OF STEEL/SLAB

BOT BOTTOM OF

BRG BEARING

BTB BACK TO BACK

BTWN BETWEEN

C STEEL CHANNEL

CFS COLD FORMED STEEL

CIP CAST IN PLACE

CJ CONTROL JOINT

OR CL CENTER LINE

CMU CONCRETE MASONRY

UNIT

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONT CONTINUOUS

DEMO DEMOLISH

DET DETAIL

DF DOUGLAS FIR

ø OR DIA DIAMETER

DIM DIMENSION

DJ DOUBLE JOIST

DWG DRAWING

EA EACH

EA WAY OR EW EACH WAY

EF EACH FACE

EJ EXPANSION JOINT

EL OR ELEV ELEVATION

EMBED EMBEDMENT

ENG ENGINEER

EOR ENGINEER OF RECORD

EQ EQUAL

EXIST OR (E) EXISTING

EXP EXPANSION

EXT EXTERIOR

FDT OR FND FOUNDATION

FF FINISH FLOOR

FLR FLOOR

FTG FOOTING

GA GAUGE

GALV GALVANIZED

GEN GENERAL

GR GRADE

HORIZ HORIZONTAL

HSA HEADED STUD ANCHOR

HSS HOLLOW STRUCT STEEL

IBC INTERNATIONAL BUILDING

CODE

INT INTERIOR

L STEEL ANGLE

LG LIGHT GAUGE

LLV LONG LEG VERTICAL

LONG LONGITUDINAL

MAX MAXIMUM

MCJ MASONRY CONTROL JOINT

MECH MECHANICAL

MIN MINIMUM

MISC MISCELLANEOUS

NO. OR # NUMBER

(N) NEW

NTS NOT TO SCALE

OC ON CENTER

OCEF ON CENTER EACH FACE

OCEW ON CENTER EACH WAY

OPP OPPOSITE

OWJ OPEN WEB JOIST

PEMB PRE-ENGINEERED METAL

BUILDING

PLCS PLACES

PL PLATE

PREFAB PREFABRICATED

PT PRESSURE TREATED

REF REFERENCE

REINF REINFORCEMENT

REQ'D REQUIRED

REV REVISION/REVISED

SCH OR SCHED SCHEDULE

SFE SUBFLOOR ELEVATION

SHT SHEET

SIM SIMILAR

SOG SLAB-ON-GRADE

SPCS OR SPA SPACE(S)

SPEC SPECIFICATION(S)

SQ SQUARE

STD STANDARD

STRUCT STRUCTURAL

SYM SYMMETRICAL

T&B TOP & BOTTOM

THRU THROUGH

TOB TOP OF BEAM

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOS TOP OF STEEL/SLAB

TOW TOP OF WALL

TRANS TRANSVERSE

TYP TYPICAL

VIF VERIFY IN FIELD

VERT VERTICAL

UNO UNLESS NOTED OTHERWISE

W/ WITH

WF WIDE FLANGE

WP WORKING POINT

WT WEIGHT

GENERAL NOTES

CODES & STANDARDS

DESIGN & STRUCTURAL CRITERIA

1. PROJECT LOCATION/LOCAL JURISDICTION: MAFB - GREAT FALLS, MT

2. RISK CATEGORY: CATEGORY II - FOR DETERMINATION OF LOADING, IMPORTANCE & OTHER

STRUCTURAL ENGINEERING DESIGN FACTORS.

MISCELLANEOUS

1. INTERNATIONAL BUILDING CODE - 2012 IBC

2. AMERICAN SOCIETY OF CIVIL ENGINEERS - ASCE 7-10

3. AMERICAN INSTITUTE OF STEEL CONSTRUCTION - AISC 360-10

4. AMERICAN WELDING SOCIETY - AWS D1.1

5. UFC 4-010-01 DOD MINIMUM ANTI TERRORISM STANDARDS FOR BUILDING

6. UFC 4-010-02 DOD MINIMUM ANTI TERRORISM STANDOFF DISTANCES FOR BUILDING

7. UFC 3-2340-01 STRUCTURES TO RESIST THE AFFECTS OF ACCIDENTAL EXPLOSIONS

3. BLAST DESIGN:

1. REFERENCE CIVIL DRAWINGS FOR EQUIPMENT LOCATION AND ORIENTATION ON THE

SITE. THE CONTRACTOR AND SUB-TRADES SHALL FURNISH ALL REQUIRED MATERIAL,

LABOR, EQUIPMENT AND PERFORM ALL WORK AS NECESSARY, AS INDICATED ON THE

PROJECT DOCUMENTS, OR AS REASONABLY INFERRED TO EXECUTE THE SCOPE OF

WORK FOR A PROPERLY FINISHED, COMPLETE JOB.

4. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED

STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS

RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNOLOGIES, SEQUENCES AND

PROCEDURES.

5. CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS OR ROOF.

LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT.

6. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH

STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDUM.

7. OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. THEY SHALL BE RESPONSIBLE FOR ALL

CHANGES NECESSARY IF THEY CHOOSE AN OPTION AND THEY SHALL COORDINATE ALL DETAILS.

8. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURAL

NOTES AND TYPICAL DETAILS. WHERE NO SPECIFIC DETAILS ARE SHOWN, CONSTRUCTION

SHALL CONFORM TO SIMILAR WORK ON THE PROJECT.

9. TYPICAL DETAILS ARE NOT CUT ON DRAWINGS, BUT APPLY UNLESS NOTED OTHERWISE.

10. WHERE ANY DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL

NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN.

11. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING

DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF

THE STRUCTURAL ENGINEER BEFORE PROCEEDING WITH RELATED WORK.

12. VISITS TO THE JOBSITE BY THE ENGINEER TO OBSERVE CONSTRUCTION DO NOT IN ANY

WAY MEAN THAT THEY ARE THE GUARANTORS OF THE CONTRACTOR'S WORK, NOR

SUPERVISION, NOR SAFETY AT THE JOBSITE.

13. REVIEW OF SHOP DRAWINGS BY THE ENGINEER IS FOR GENERAL CONFORMANCE WITH THE

DESIGN CONCEPT AND GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS. REVIEW

OF SUCH SHOP DRAWINGS BY THE ENGINEER SHALL NOT RELIEVE THE CONTRACTOR FROM

RESPONSIBILITY FOR CORRECTNESS OF DIMENSIONS, FABRICATION DETAILS, SPACE

REQUIREMENTS, AND ERRORS IN THE SHOP DRAWINGS, OR FOR DEVIATIONS FROM THE

CONTRACT DRAWINGS OR SPECIFICATIONS UNLESS THE CONTRACTOR HAS SPECIFICALLY

CALLED ATTENTION TO SUCH DEVIATIONS IN WRITING BY A LETTER ACCOMPANYING THE

SHOP DRAWINGS AND THE ENGINEER APPROVES SUCH CHANGE OR DEVIATION IN WRITING.

14. THE CONTRACTOR IS RESPONSIBLE FOR SAFETY PRECAUTIONS AND PROGRAMS IN

CONNECTION WITH THE WORK THAT CONFORMS TO THE REGULATIONS OF THE

OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) SAFETY AND HEALTH

STANDARDS FOR THE CONSTRUCTION INDUSTRY.

15. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, MECHANICAL,

ELECTRICAL AND PLUMBING WITH APPROPRIATE TRADES, DRAWINGS AND SUBCONTRACTORS

PRIOR TO CONSTRUCTION. DO NOT PENETRATE ANY STRUCTURAL ELEMENTS (BEAMS,

COLUMNS, WALLS, SLABS, STEEL DECKS, ETC.) WITHOUT PRIOR WRITTEN APPROVAL OF

STRUCTURAL ENGINEER THROUGH ARCHITECT.

16. ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW SHALL BEAR

THE SEAL OF A CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE IN WHICH THE

PROJECT IS LOCATED.

17. CONTRACTOR SHALL COORDINATE ALL DIMENSIONS AND ELEVATIONS SHOWN ON

STRUCTURAL DRAWINGS WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS.

DO NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS ONLY.

2. THE QUALITY OF WORKMANSHIP SHOULD BE SET AND SUPERVISED BY THE CONTRACTOR TO

PASS BUILDING DEPT. OR ENGINEER INSPECTION FOR ROUGH CONSTRUCTION. THE LEVEL

OF QUALITY AND TOLERANCE SHOULD BE APPROPRIATE FOR THE INSTALLED ELEMENT TO

RECEIVE THE NEXT IN-LINE FINISH ASPECT OF CONSTRUCTION.

3. THE PURPOSE OF PROJECT DRAWINGS IS TO DEPICT THE OVERALL SCOPE OF THE PROJECT. THE

PROJECT DRAWINGS HAVE BEEN DEVELOPED TO SHOW A LEVEL OF DETAIL WITH THE OBJECTIVE

OF PLAN CHECK APPROVAL AND ISSUANCE OF A BUILDING PERMIT. THIS MODERATE LEVEL OF

DETAIL SHOULD ALLOW FOR A VARIETY OF STANDARD CONSTRUCTION METHODS AND

SEQUENCES. THE PROJECT DRAWINGS ARE INTENDED TO COMPLY WITH THE ORDINANCES,

RULES AND REGULATIONS OF THE JURISDICTION IN WHICH THE BUILDING IS LOCATED.

3.1.

3.2.

3.3.

3.4.

BLAST LOADING: EXPLOSIVE WEIGHT II (UFC 4-010-02 FOUO)

STAND-OFF DISTANCE: 38 FT

BUILDING LEVEL OF PROTECTION: LOW (UFC 4-010-01)

GLAZING REQUIREMENTS: VERY LOW HAZARD (ASTM F1642)

4. CONTRACTOR SHALL COORDINATE ALL ATTACHMENT REQUIREMENTS BETWEEN

BLAST RESISTANT WINDOW AND DOOR FRAMES WITH THE STRUCTURAL STEEL.

MATERIALS

ANCHOR RODS ASTM F1554, GRADE 36

STRUCTURAL STEEL ASTM A992, Fy = 50 KSI

ASTM A36, Fy = 36 KSI

ASTM A36, Fy = 36 KSI

ASTM A500, GR B, Fy = 46 KSI

ASTM A500. GR B, Fy = 42 KSI

W & WT

CHANNEL & ANGLE

PLATES

HSS SQ OR RECT

HSS ROUND

HIGH STRENGTH BOLTS ASTM A325N

WELD METAL E70XX ELECTRODE

ADHESIVE ANCHORS HILTI HIT HY-70 OR SIMPSON STRONG-TIE SET

ANCHORING ADHESIVE

HILTI HIT HY-150 MAX OR HY-200

ASTM A36 ALL-THREAD WITH CHISEL POINT

COLD FORMED STEEL STEEL STUDS, ASTM A653, 18 GA.

Fy = 33 KSI U.N.O.

MASONRY

CONCRETE

ALL

1. DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE

SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS (AISC 360).

2. IF IT IS NECESSARY TO SPLICE ANY MEMBER, SPLICE LOCATIONS ARE SUBJECT TO REVIEW BY

STRUCTURAL ENGINEER. SPLICES SHALL BE FULL PENETRATION WELDED AND TESTED.

INDICATE ALL SPLICE LOCATIONS AND WELDING PROCEDURES ON SHOP DRAWINGS FOR

REVIEW PRIOR TO FABRICATION.

ALL BEAMS SHALL BE ERECTED WITH THE NATURAL CAMBER UPWARDS.

ALL WELDING BY WELDERS HOLDING VALID CERTIFICATES AND HAVING CURRENT EXPERIENCE

IN TYPE OF WELD SHOWN ON THE DRAWINGS OR NOTES, CERTIFICATES SHALL BE THOSE

ISSUED BY AN INDEPENDENT TESTING AGENCY.

ALL WELDING PER AMERICAN WELDING SOCIETY STANDARDS. SHOP WELDS OR FIELD WELDS

SHALL BE SHOWN ON SHOP DRAWINGS.

SLAG SHALL BE REMOVED FROM ALL COMPLETED WELDS, AND THE WELD AND ADJACENT

BASE METAL SHALL BE CLEANED BY BRUSHING OR OTHER SUITABLE MEANS. WELDED JOINTS

SHALL NOT BE PAINTED UNTIL AFTER WELDING HAS BEEN COMPLETED AND THE WELD

ACCEPTED. ALL COMPLETE PENETRATION WELDS SHALL BE TESTED.

STRUCTURAL STEEL

3.

ALL BOLTS, ANCHOR BOLTS, EXPANSION/ADHESIVE ANCHORS, ETC. SHALL BE INSTALLED

WITH STEEL WASHERS.

4.

5.

6.

7.

ALL FIELD WELDING OF STRUCTURAL ATTACHMENTS TO BEAMS OR OTHER MEMBERS SHALL

BE PERFORMED WITH THE MEMBER POSITIONED TO ELIMINATE BENDING STRESSES IN THE

AREA OF THE WELD.

8.

BEAMS HAVING FLANGE(S) COPED LONGER THAN LENGTH OF CONNECTION ANGLE(S) OR THE

FLANGE AND WEB COPED TO A DEPTH GREATER THAN REQUIRED FOR NORMAL FLANGE

THICKNESS PLUS FILLET SHALL HAVE THE WEB REINFORCED TO CARRY LOAD UNLESS

CONNECTION DESIGN COMPUTATIONS PROVE REINFORCEMENT UNNECESSARY.

9.

STRUCTURAL STEEL MEMBERS SHALL BE IDENTIFIED WITH ERECTION MARKS THAT ARE

CLEARLY DISCERNABLE THROUGH SHOP GALVANIZING OR PAINTING.

10.

CONNECTION

1. ALL BOLTED FIELD CONNECTIONS SHALL BE MADE WITH HIGH STRENGTH BOLTS UNLESS

NOTED OTHERWISE. ALL BOLTED CONNECTIONS SHALL BE MADE WITH A MINIMUM OF TWO

BOLTS, U.N.O.

2. ALL HIGH STRENGTH BOLTS SHALL BE 7/8" DIAMETER UNLESS NOTED OTHERWISE.

3. BOLTS SHALL BE BEARING TYPE UNLESS NOTED OTHERWISE.

4. HIGH STRENGTH BOLTS SHALL BE TIGHTENED ACCORDING TO AISC "SPECIFICATION FOR

STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS".

5. ALL SHOP CONNECTIONS SHALL BE WELDED.

6. ALL WELDED CONNECTIONS SHALL BE SEAL WELDED WITH 1/8" FILLET WELDS FOR

GALVANIZING.

7. IF THE SIZE OF A FILLET WELD IS NOT SHOWN ON THE DRAWINGS, PROVIDE THE MINIMUM

FILLET WELD AS SHOWN IN TABLE J2.4 OF THE AISC SPECIFICATION.

8. BRACING CONNECTIONS SHALL HAVE TWO BOLT CONNECTIONS AT EACH END UNLESS NOTED

OTHERWISE ON THE DRAWINGS. BRACING CONNECTIONS SHALL BE DESIGNED FOR THE

SHEAR CAPACITY OF THE BOLTS WITH THE BRACING MEMBER IN TENSION. THE WORK POINT

SHALL BE AT THE CENTERLINE OF THE BEAM AND COLUMN UNLESS NOTED OTHERWISE.

9. ALL GUSSET PLATES SHALL BE 3/8" MINIMUM THICKNESS UNLESS NOTED OR DETAILED

OTHERWISE.

10. GUSSET PLATES FOR VERTICAL DIAGONAL BRACING SHALL CONNECT TO BOTH THE BEAM AND

COLUMN UNLESS NOTED OR DETAILED OTHERWISE.

ALL REFERENCE TO HEADED STUDS SHALL INDICATE AUTOMATIC WELDED HIGH STRENGTH

HEADED STUDS (NELSON OR EQUIVALENT). STUDS SHALL CONFORM TO ALL REQUIREMENTS

OF THE LATEST EDITION OF THE "RECOMMENDED PRACTICES FOR STUD WELDING" AND THE

"STRUCTURAL WELDING CODE" PUBLISHED BY THE AMERICAN WELDING SOCIETY.

CONFORMANCE SHALL INCLUDE, BUT NOT BE LIMITED TO, ALL QUALITY CONTROL TESTING

PROVISIONS OF THE AFOREMENTIONED PUBLICATIONS.

11.

ALL WELDS AND WELDING PROCEDURES SHALL BE PERFORMED IN ACCORDANCE WITH

APPLICABLE PROVISIONS OF AISC AND AWS WELDING PROCEDURES AND CODES AS

OUTLINED IN THE SPECIFICATIONS. SPECIAL ATTENTION SHALL BE GIVEN TO PROPER HEAT

TEMPERATURE REQUIREMENTS.

12.

ALL WELDING DONE BY E70 SERIES LOW HYDROGEN RODS. USE E80 SERIES FOR ASTM A706

REINFORCING BARS.

13.

6"

NO SCALE

TOP TRACK

BOTTOM TRACK

VARIES, SEE ROOF

PLAN SHEET (1

5/8" FLANGE

WIDTH MIN. TYP)

REQ'D WEB STIFFENERS

ON EACH WEB OF EACH

BEARING LOCATION

MIN. (2) STUDS

SUPPORTING

EACH END OF

HEADER

MIN. (2) FULL HEIGHT

STEEL STUDS (UNO

ON PLANS)

1. ALL STEEL STUDS SHALL HAVE 1 5/8" WIDE FLANGES WITH 1/2" LIP LENGTH MINIMUM. ALL

EXTERIOR STUDS SHALL BE 6" DEEP AT A MINIMUM, UNLESS NOTED OTHERWISE.

2. ALL COLD-FORMED PRODUCTS SHALL BE MADE FROM SHEET STEEL MEETING ASTM

A1003/A1003m STRUCTURAL GRADE, G60 METALLIC COATING, AND HAVE A MINIMUM YIELD

STRENGTH OF 33 ksi.

3. ALL STEEL STUDS AND HEADERS SHALL CONFORM TO AND BE INSTALLED ACCORDING TO

THESE SPECIFICATIONS AND PLANS AND ALSO THE MANUFACTURER'S RECOMMENDED

PROCEDURES.

4. COORDINATE ALL FRAMING AS NECESSARY WITH ARCHITECTURAL CONDITIONS AND

DIMENSIONS.

5. ABOVE ALL WINDOWS WITH BRICK VENEER ABOVE, INSTALL 4x4x1/4" STEEL ANGLE, BEARING

1'-0" ON BRICK EACH SIDE, AND SCREWED TO HEADER WITH (2)#10 SCREWS @ 6" OC.

6. ALL DOORS AND WINDOWS AROUND THE PERIMETER OF THE BUILDING IN THE EXTERIOR

STUD WALL AREAS ONLY (i.e. MINIMAL VERTICAL LOADS), SHALL CONTAIN THE FOLLOWING

BOX STUD SYSTEM AS A HEADER FOR DOORS AND WINDOWS AND A SILL BEAM FOR

WINDOWS (UNO).

7. LATERAL BRACING OF STUDS REQUIRED AT 4'-0" MAX. VERTICAL SPACING. THIS BRACING

SHALL BE EITHER 1 1/2" 18 GAUGE STRAP BOTH SIDES, OR 18 GAUGE COLD ROLLED U-

CHANNEL THRU PUNCHED HOLES AND INSTALLED PER MANUFACTURER'S REQUIREMENTS FOR

A FULLY BRACED SYSTEM..

8. #8 TEK SCREWS SHALL BE USED AT ALL CONNECTIONS UNLESS NOTED OTHERWISE.

COLD-FORMED STEEL STUD NOTES

SECTION A-A

DOOR WINDOW

9. STEEL STUDS SHALL BE 18 GAUGE AND SPACED @ 16" OC MAXIMUM, UNLESS NOTED

OTHERWISE ON THE PLANS. CLEAR SPAN HEIGHT OF STUDS SHALL BE 13'-6".

A A

A A

A A

THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER AND MUST RECEIVE

APPROVAL PRIOR TO FABRICATION. SHOP DRAWINGS SHALL BE SUBMITTED FOR THE

FOLLOWING MATERIALS:

SHOP DRAWINGS

1.

ANY SHOP DRAWING NOT CHECKED AND INITIALED BY THE SUPPLIER/DETAILER PRIOR TO

SUBMITTING FOR ARCHITECTURAL AND ENGINEERING REVIEW, WILL BE RETURNED WITHOUT

REVIEW.

3.

THE CONSTRUCTION DOCUMENTS MAY NOT BE REPRODUCED FOR USE AS SHOP DRAWINGS.4.

ELECTRONIC FILES OF CONSTRUCTION DOCUMENTS WILL NOT BE MADE AVAILABLE FOR USE

AS SHOP DRAWINGS.

5.

THE GENERAL CONTRACTOR WILL REVIEW AND STAMP ALL SHOP DRAWINGS AND PRODUCT

DATA FOR CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS PRIOR TO SUBMISSION.

ANY SHOP DRAWINGS OR PRODUCT DATA NOT REVIEWED AND STAMPED BY THE GENERAL

CONTRACTOR WILL BE RETURNED WITHOUT REVIEW.

2.

1.1.

1.2.

BOLTS AND ANCHOR BOLTS

STEEL MEMBERS, PROPERTIES & LAYOUT

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

NZAS-04-1042

BIDDING DOCUMENTS (IFB)

AMENDMENT 6

/2 /2

:4

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S1.0

02/06/2018

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GENERAL STRUCTURAL NOTES

MAFB DORMITORY 655

SWM

S1.0

NF

C

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S

E IL

OIS

DESNE

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No. 38400 PE

MAHURIN

SCOTT W.

N

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/2

C

L R

EXISTING STEEL

BEAM

3/16

L 5x3x1/4" LLV x 4"

LONG EACH SIDE

3/4"ø A325-N BOLT

PL 1/4"x6"x10"

(6) HILTI XU PAF'S,

EMBED 1 1/2" MIN

EXISTING CONCRETE

HSS 6x2x1/4"

6"

/2

C

L R

EXISTING STEEL

BEAM

3/16

TYP

L 5x3x1/4" LLV x 4"

LONG EACH SIDE

3/4"ø A325-N BOLT IN

LONG SLOTTED HOLES

PL 1/4"x6"x10"

(6) HILTI XU PAF'S,

EMBED 1 1/2" MIN

EXISTING CONCRETE

FOUNDATION OR

CONCRETE DECK

HSS 6x2x1/4"

WINDOW OPENING PER ARCH

1/4

TYP

1/4

EXISTING OR NEW EXTERIOR

FINISHES PER ARCH

HSS 6x2x1/4"

L 5x3x1/4" LLV x 4"

LONG EACH SIDE

3/4"ø A325-N BOLT

PL 1/4"x6"x10"

(6) HILTI XU PAF'S,

EMBED 1 1/2" MIN

EXISTING CONCRETE

HSS 6x2x1/4"

EXISTING STEEL

BEAM

DOOR OPENING,

DIMENSIONS PER

ARCH

3/16

/2

C

L R

NOTE:

INFILL ABOVE OPENING WITH STEEL STUDS SIM TO DETAIL 5/S2.0.

L 5x3x1/4" LLV x 4"

LONG EACH SIDE

3/4"ø A325-N BOLT

PL 1/4"x6"x10"

(6) HILTI XU PAF'S,

EMBED 1 1/2" MIN

EXISTING CONCRETE

HSS 6x2x1/4"

EXISTING STEEL

BEAM

WINDOW OPENING,

DIMENSIONS PER

ARCH

3/16

/2

C

L R

HSS 6x2x1/4"

1/4

NOTE:

INFILL ABOVE AND BELOW OPENING WITH STEEL STUDS PER DETAIL 5/S2.0.

HILTI XU PAF'S @ 6" OC

EXISTING CONCRETE

FOUNDATION OR

CONCRETE FLOOR

HSS WINDOW SILL OR

EXISTING STEEL BEAM

600S162-54 @ 12" OC

600T150-43

SIMPSON SSC425

TYP

SIMPSON SCW55 @

EXISTING STEEL

BEAMS OR SIMPSON

SSC425 @ HSS

WINDOW SILL

NOTE:

SEE ARCHITECTURAL FOR SHEATHING AND FINISH REQUIREMENTS.

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

NZAS-04-1042

BIDDING DOCUMENTS (IFB)

AMENDMENT 6

/2 /2

:4

:5 P

M

S2.0

02/06/2018

RLT

RRB

TYPICAL DETAILS

MAFB DORMITORY 655

SWM

1" = 1'-0"1

DOOR OPENING SECTION

1" = 1'-0"2

WINDOW OPENING SECTION

S2.0

1" = 1'-0"3

DOOR OPENING ELEVATION

1" = 1'-0"4

WINDOW OPENING ELEVATION

GENERAL NOTES

1. COORDINATE OPENING DIMENSION REQUIREMENTS WITH ARCH.

2. WINDOW/DOOR MANUFACTURER IS RESPONSIBLE FOR

DETERMINING ATTACHMENT REQUIREMENTS TO STRUCTURAL STEEL.

1" = 1'-0"5

INFILL STUD ATTACHMENT DETAIL NF

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DESNE

LA

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No. 38400 PE

MAHURIN

SCOTT W.

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A

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0' 6" 1' 0' 6" 1' 0' 6" 1'

0' 6" 1' 0' 6" 1'

AMENDMENT 6 FA4626-19-R-A014

AMENDMENT 6 FA4626-19-R-A014