Attachment_4 _Drawings.pdf

A A

B B

D D

C C

4 5

11 101

SHAFT OPENING

7' - 0" 2' - 2" 3' - 6"

A2.1

A2.0

A2.1

A2.0

5' - 9"

15 15

2' - 3"

VERIFY

5' - 11 3/8"

A A

B B

C C

A2.0

A2.1

1 A2.1

SIM.

REV.

A2.0

5' - 9" 11 11

15 15

Lower Level 100' - 0"

Main Level 160' - 0"

ABD C

A2.1

A2.1

1 32

A2.1

A2.0

A2.0

15 15167

160' - 0"

1 32

A2.1

A2.0

A2.0

REV

SIM

15 15

100' - 0"VARIES

(N) VERTICAL BAR OF

(N) COLLAPSIBLE

GATE - TYP.

(N) HARDENED ALUMINUM GUIDE -

TYP. - BY GATE MFR. @ EA.

VERTICAL BAR

(E) ALUM. GUIDE TRACK AT CAB

SILL TO REMAIN

CLEAN OUT (E) GUIDE TRACK

AS REQ. FOR REUSE WITH

NEW COLLAPSIBLE GATE

ASSEMBLY

(E) RUBBER FLOORING TO REMAIN

(E) ELEVATOR CAB FLOOR

ASSEMBLY - VERIFY

(N) VERTICAL BAR OF (N)

COLLAPSIBLE GATE - TYP.

(N) HARDENED ALUMINUM GUIDE - TYP.

- BY GATE MFR. @ EA. VERTICAL BAR

(E) STEEL GUIDE TRACK AT

LANDING SILL TO REMAIN

CLEAN OUT (E) GUIDE TRACK

AS REQ. FOR REUSE WITH

NEW COLLAPSIBLE GATE

ASSEMBLY

(E) RUBBER FLOORING TO REMAIN

(E) ELEVATOR CONCRETE

LANDING

1/2"

(N) STEEL INSERT BY ELEVATOR

GATE MANUFACTURER AS REQ.

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

AS SHOWN

GLOBAL STRIKE COMMAND

MALMSTROM AIR FORCE BASE, MONTANA

ATTACHMENT: 4 FA4626-16-R-0008

NZAS 16-6002

BID DOCUMENTS

Repair MAF Elevator DoorsTJR/PR

PR

TM 07.21.2015 A2.0

Demolition Plans, Elevations & Notes A2.0

N

Demolition Door Schedule Door # Width Height Door Type Frame Type Comments

5' - 2" 7' - 0" Coiling Overhead

Steel (E) To be removed

5' - 9" 8' - 0" Coiling Overhead

Steel (E) To be removed

5' - 2" 7' - 0" Coiling Overhead

Steel (E) To be removed

N

3/4" = 1'-0"A2.0

1 Typical Main Level Elevator Shaft Demo Plan

3/4" = 1'-0"A2.0

2 Typical Lower Level Elevator Shaft Demo Plan

Keynotes - Demolition Plan/Elevations 1 (E) Door to remain - No work

2 (E) Framed wall to remain - No work

3 (E) Cage ladder to lower level to remain - No work

4 (E) Elevator machine to remain - No work

5 (E) Machine platform

6 (E) Elevator cab

7 (E) Powered coiling overhead cab door to be removed

8 (E) Powered coiling overhead hoistway door to be removed

9 (E) Threshold track to remain at sill - see details this sheet

10 (E) Elevator MCE panel

11 (E) Exp. metal panels typ. - To remain

12 (E) Cab roof hatch to be removed, modified & reinstalled - Verify size & location

13 (E) Conc. shaft walls to remain - No work

14 (E) Elevator shut off/disconnect panel 15 (E) Stl. channel jamb to remain

16 Line of ceiling

17 (E) Cab circuit/lighting disconnect

General Notes - Demolition Plan 1 Schedule demolition work with the owner to minimize disruption of services and provide for the uninterrupted functioning of the facility.

2 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.

3 Remove all items shown as "bold dashed".

4 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.

5 Portions of occupied areas will remain in operation at all times. Security must be maintained at all times. Review security procedures with the owner prior to the start of work.

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

7 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.

Refer to and coordinate with structural.

8 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.

9 See Electrical for demolition requirements for this discipline.

10 Coordinate all new work involving cutting, welding, sanding, and other processes involving on-site fabrication with 341 MAF CES/Contracting Officer to ensure compliance with base standards and security regulations regarding the generation and containment of dust, gasses, etc. and relocate such processes to the exterior of the building if required.

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

3 Demolition Section

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

4 Main Level Demo Elevation

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

5 Lower Level Demo Elevation

Lead Paint Notes 1 Lead based paint has been determined by MAFB/MAF to be present at all MAF elevator project locations. Contractor is to proceed with all required work – demolition, new construction, etc. – at all sites accordingly and shall comply with all applicable OSHA and other applicable standards regarding the conductance of the required work in the presence of lead based paint. See Specifications Section 028300 – Lead Based Paint Removal and Disposal – for more information.

6" = 1'-0"A2.0

6 Existing Cab Sill Track 6" = 1'-0"A2.0

7 Existing Landing Sill Track

Field Verification Notes 1 Prior to the commencement of any Work, ordering, or fabrication, Contractor to visit initial project site and perform a thorough verification of all existing site construction and conditions.

2 Verify all existing sill and guide track conditions at the elevator cab and at each landing, and their relationship to all existing structural components at heads and jambs that are to be used for the connection of all new elevator doors and components.

3 Verify the construction and materials of the elevator cab walls and ceiling.

4 Verify all existing electrical conditions - cab, controls, control panel, traveling cable, etc. - see electrical.

5 Verify all existing elevator control systems - see electrical and coordinate/verify with panel manufacturer (MCE) for full verification of elevator controls, functions, systems, etc.

6 Verify all existing overhead doors, operators, covers, support components, and connections to existing construction.

7 Verify all conditions at the top of the elevator cab including existing hatch, steel components to remain and to be removed, all wiring, boxes, controls, sensors, and relays,and existing steel flanges and components that are to be used for the connection of all new elevator door components.

8 Remove existing coiling door covers and verify connections to existing construction at elevator cab.

9 Verify the exact locations and sizes of all existing structural components that are to remain, and their physical relationship to each other.

(E) PAINTED STEEL

CHANNEL JAMB TO

REMAIN

REMOVE (E) COILING

OVERHEAD DOOR

ASSEMBLY

(E) PAINTED EXP. MTL.

PANELS IN MTL. ANGLE

FRAMES TO REMAIN

(E) CONC. SHAFT WALL -

NO WORK

REMOVE (E) COILING

OVERHEAD DOOR JAMB

TRACK AND FASTENERS

(E) ELEVATOR CAB

WALLS TO REMAIN

REMOVE (E) COILING

OVERHEAD DOOR AND

JAMB TRACK

(E) PAINTED STEEL

CHANNEL JAMB TO

REMAIN

REMOVE (E) COILING

OVERHEAD DOOR

REMOVE (E) STEEL

TUBE @ JAMB

(E) BENT PLATE

TO REMAIN

LINE OF (E) CAB

SILL BELOW

(E) SILL TRACK TO

BE REUSED

LINE OF SILL AT LANDING BELOW

(E) SILL TRACK AT CAB

TO BE REUSED

REMOVE (E) COILING

OVERHEAD DOOR JAMB

TRACK AND FASTENERS

(E) ELEVATOR CAB

WALLS TO REMAIN

REMOVE (E) COILING

OVERHEAD DOOR AND

JAMB TRACK

REMOVE (E) COILING

OVERHEAD DOOR

(E) PAINTED STEEL

CHANNEL JAMB TO REMAIN

REMOVE (E) STEEL

TUBE AND FASTENERS

REMOVE (E) COILING

OVERHEAD DOOR JAMB

TRACK AND FASTENERS

(E) PAINTED

EXPANDED METAL

PANELS IN MTL. ANGLE

FRAMES TO REMAIN

(E) SILL TRACK TO BE REUSED

LINE OF SILL AT LANDING BELOW

LINE OF CAB SILL BELOW

(E) SILL TRACK AT CAB TO BE REUSED

(E) PAINTED STEEL

CHANNEL HEAD TO

REMAIN

(E) PAINTED STEEL

CHANNEL JAMB BEYOND

TO REMAIN

REMOVE (E) STAINLESS STEEL

COVER AND ALL FASTENERS

INTO ADJACENT

CONSTRUCTION

REMOVE (E) COILING

OVERHEAD DOOR ASSEMBLY

11 1/2"

/2

REMOVE (E) COILING

OVERHEAD DOOR JAMB

TRACKS

(E) PAINTED STEEL

CHANNEL HEAD TO

REMAIN

(E) PAINTED STEEL

CHANNEL JAMB TO

REMAIN

REMOVE (E) COILING

OVERHEAD DOOR

ASSEMBLY

REMOVE (E) STAINLESS STEEL

COVER AND FASTENERS FROM

ADJACENT CONSTRUCTION

/2

REMOVE (E) COILING

OVERHEAD DOOR JAMB

TRACKS

LINE OF ELEVATOR CAB CEILING ABOVE

REMOVE (E) STAINLESS STEEL COVER @

INTERIOR OF ELEVATOR CAB - REINSTALL

BACK IN ORIGINAL LOCATION AFTER

INSTALLATION OF NEW ELEVATOR GATE

SYSTEM - VERIFY ALL DIMENSIONS AND

CONNECTIONS TO EXISTING CONSTRUCTION

HATCH OPENING

2' - 3" 1' - 0"

H A

T C

H O

P E

N

IN

G

/2

5' - 9"

(E) TOP EDGE MOUNTING FLANGE TO REMAIN

(E) CONTROL BOX, ALARM, AND LIGHT TO REMAIN

(E) CAB SUPPORT STRUCTURE TO REMAIN

(E) STEEL PLATES @ TOP

OF CAB TO BE REMOVED -

CUT WELDS AND GRIND

SMOOTH

(E) MTL. ANGLE MOUNTING FLANGE TO REMAIN

(E) MTL. ANGLE HATCH STOP TO REMAIN

(E) ROOF HATCH TO BE REMOVED -

REMOVE (E) STEEL PLATE COVER AT

INTERIOR FOR REINSTALLATION AT

INTERIOR SURFACE OF (N) HATCH

(E) MTL. ANGLE HATCH STOP TO BE REMOVED

(E) HINGES TO BE REMOVED

REMOVE & RELOCATE (E) CONTACT SWITCH - SEE ELECT. (LOCATION MAY VARY)

(E) CAB ASSEMBLY BOLTS

TO REMAIN - TYP.

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

AS SHOWN

GLOBAL STRIKE COMMAND

MALMSTROM AIR FORCE BASE, MONTANA

ATTACHMENT: 4 FA4626-16-R-0008

NZAS 16-6002

BID DOCUMENTS

Repair MAF Elevator DoorsAuthor

Designer

Approver 07.21.2015 A2.1

Demolition Details A2.1

3" = 1'-0"A2.1

1 Lower Level Strike Jamb Demo Detail

3" = 1'-0"A2.1

2 Main Level Receiving Jamb Demo Detail

3" = 1'-0"A2.1

3 Main Level Strike Jamb Demo Detail

3" = 1'-0"A2.1

4 Lower Level Head Demo Detail

3" = 1'-0"A2.1

5 Main Level Head Demo Detail

1" = 1'-0"A2.1

6 Hatch Demo Plan @ Top of Cab

NOTE: FOR ALL REMOVED COMPONENTS, CUT

AT WELDS AND GRIND SMOOTH, FLUSH TO

EXISTING ADJACENT CAB ROOF OR OTHER

COMPONENTS.

A A

B B

D D

C C

A 3.

A

3.

A 3.

A 3.

C

LE

A R

E

XI

ST

IN

G

VE

R

IF

Y

5'

9"

M

IN

. C

LE

A R

4'

7"

C

LE

A R

4'

7"VE

R

IF

Y

5'

/8

VE

R

IF

Y

5'

7/

8"

A A

B B

C C

A 3.

A

3.

A 3.

A 3.

C

LE

A R

E X

IS

TI

N G

V

E R

IF

Y

5'

9"

C

LE

A R

M

IN

4'

7"

Lo w er L ev el

0'

0"

M ai n Le ve l

0'

0"

A C

B

D

A 3.

A 3.

68' - 0"

7' - 6 1/4"7' - 5 1/2"

A 3.

A 3.

A

3.

A

3.

A

3.

A

3.

7 10

A

3.

7 A 3.

1 7

N

ZA

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6-

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ID

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A S

S H O W N

A

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A C H M E N T:

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A

3.

R ep ai r M

A F

El ev at or

D oo rs

R en ov at io n

Fl oo r P la ns

N ot es A

3.

A 3.

3/

4"

'-0

Ty pi ca l M ai n Le ve l E le va to r S ha ft

Fl oo r P la n

A 3.

3/

4"

'-0

Ty pi ca l L ow er L ev el

E le va to r S ha ft Fl oo r P la n

A 3.

1/

2"

'-0

Ty pi ca l S ec tio n

Th ro ug h

Sh af t

G en er al

N ot es

P la n

D im en si on s ar e ty pi ca lly ta ke n to g rid

, f ac e of m as on ry

, f ac e of c on cr et e, fa ce o f st ud o r d oo r/w in do w o pe ni ng s.

D im en si on s to o pe ni ng s ar e no m in al , v er ify a ll op en in gs w ith ro ug h op en in g re qu ire m en ts

E xi st in g co ns tru ct io n to re m ai n sh ow n ha lf-to ne

, t yp

C oo rd in at e al l n ew w or k in vo lv in g cu tti ng

, w el di ng

, s an di ng

, a nd o th er p ro ce ss es in vo lv in g on

-s ite fa br ic at io n w ith

M A

FB

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/C on tra ct in g

O ffi ce r t o en su re co m pl ia nc e w ith b as e st an da rd s an d se cu rit y re gu la tio ns re ga rd in g th e ge ne ra tio n an d co nt ai nm en t o f d us t, ga ss es

, e tc

. a nd re lo ca te s uc h pr oc es se s to th e ex te rio r of th e bu ild in g if re qu ire d.

K ey no te s

- R en ov at io n P la n/

E le va tio ns

(E ) D oo r t o re m ai n

- N o w or k

(E

) F ra m ed w al l t o re m ai n

- N o w or k

(E ) C ag e la dd er to lo w er le ve l t o re m ai n

- N o w or k

(E

) E le va to r m ac hi ne to re m ai n

- N o w or k

(E

) M ac hi ne p la tfo rm

(E

) E le va to r c ab

(N

) C ol la ps ib le g at e do or s

- T yp lo ca tio ns

S ee s pe c.

(E ) M tl.

c ha nn el ja m bs /h ea d to re m ai n

- r ep ai nt

(E ) E le va to r M

C E p an el

) P er fo ra te d m et al p an el s to re m ai n

- r ep ai nt

(E

) C ab ro of h at ch to b e re m ov ed

, m od ifi ed re in st al le d

- V er ify s iz e lo ca tio n

- S ee de ta ils S he et

A 3.

) C on c.

s ha ft w al ls to re m ai n

- N o w or k

) S hu to ff pa ne l

(E

) S ill

/g at e gu id e to b e re us ed

C le an o ut a nd p re p fo r ( N

) c ol la ps ib le g at e as se m bl y pe r m fr.

) C ab c irc ui t/l ig ht in g di sc on ne ct

(N

) W ar ni ng s ig n

- s ee d et ai l 1 0/

A 3.

- m ou nt

0" a bo ve fl oo r l ev el to c en te r o f s ig n

A 3.

3/

4"

'-0

M ai n

Le ve l E le va tio n

A 3.

3/

4"

'-0

Lo w er

L ev el E le va tio n

N

N D oo r S ch ed ul e

D oo r # W id th

H ei gh t

Ty pe

C om m en ts 5'

9"

7'

0" C ol la ps ib le G at e

(N ) c ol la ps ib le g at e do or fr am e

5'

9" 7'

0"

C ol la ps ib le

G at e (N

) c ol la ps ib le g at e do or fr am e 5'

9"

7'

0" C ol la ps ib le G at e

(N ) c ol la ps ib le g at e do or fr am e

Le ad

P ai nt N ot es

Le ad b as ed p ai nt h as b ee n de te rm in ed b y M

A

FB

/M A

F to b e pr es en t a t a ll

M A

F el ev at or p ro je ct lo ca tio ns . C on tra ct or is to p ro ce ed w ith a ll re qu ire d w or k de m ol iti on , n ew c on st ru ct io n, e tc a t a ll si te s ac co rd in gl y an d sh al l c om pl y w ith a ll ap pl ic ab le

O S

H A a nd o th er a pp lic ab le s ta nd ar ds re ga rd in g th e co nd uc ta nc e of th e re qu ire d w or k in th e pr es en ce o f l ea d ba se d pa in t.

S ee S pe ci fic at io ns

S ec tio n

L ea d B as ed

P ai nt R em ov al a nd D is po sa l – fo r m or e in fo rm at io n.

S er vi ci ng a nd a dj us tm en t o f e xi st in g el ev at or s ys te m s ha ll be p er fo rm ed fo llo w in g, o r i n co nj un ct io n w ith

, e le va to r d oo r r ep la ce m en t.

A t c om pl et io n a sa fe , a nd o pe ra tio na l e le va to r s ys te m w ill b e pr es en t w hi ch m ee ts A

S M

E el ev at or s af et y co de

(s

K no w n/

S pe ci fic ta sk s ar e lis te d:

S ee

S pe c at ta ch m en t 2

ATTACHMENT: 4 FA4626-16-R-0008

Electrical Remodel Plans & Notes

ASSEMBLY UNITS IN NOTES 2, 5, AND 6 WILL BE ANCHORD IN ACCORDANCE

WITH MANUFACTURER'S SPECIFICATIONS.

Cover Edited