ContentsSummary MONTHLY CONSTRUCTION PROGRESS...

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Summary

Contents

Key Activities

Scope Development

Schedule

Progress Photos

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EXTERIOR DESIGN BUILD TEAM I JE DUNN I TREANOR ARCHITECTS I ADG

JULY 2016

OKLAHOMA STATE CAPITOL RESTORATION

Exterior Rehabilitation

EXTERIOR DESIGN BUILD TEAM I JE DUNN I TREANORHL ARCHITECTS I ADG

OKLAHOMA STATE CAPITOL RESTORATION

Exterior Rehabilitation

ContentsSummary

Safety

Progress Photos

Attachments

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JANUARY 2018

STATE CAPITOL RESTTATE CAPITOL RESTO STATE CAPITOL REST

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4 E SHERIDAN AVE SUITE 200 I OKLAHOMA CITY, OK 73104 I P 405.302.4500 I WWW.JEDUNN.COM

RETURNS TO TABLE OF CONTENTSCLICK HERE

Exterior RehabilitationJE DUNN I TREANORHL ARCHITECTS I ADG

JANUARY 2018

Summary:

During the month of January on the Oklahoma Capitol Exterior Restoration project we completed the South Wing

East Elevation (Golf). The copper gutter was completed and the flood test passed. The punchlist walk was conducted, the

tarps and temporary power were removed, and we began dismantling the scaffold at the end of January. The scaffold will

be completely dismantled by mid-February. This scaffold will move to the West Wing South Elevation (Juliette) along with

the scaffolding from the India and Hotel elevations (South Wing West Elevation and South Wing South Elevation).

The South Wing West Elevation (India) stone repair walk was completed. Window sashes will begin arriving on-site in

February for installation. Once complete, the windows will be sealed, painted and water tested.

The window installation on the East Wing South Elevation (Foxtrot) phase 1 has been completed. The window

installation on phase 2 of this elevation is on-going and should be completed by the end of February. Stone cleaning has

started on phase 1 and will continue through-out February. The stone masons will move to phase 2 once the phase 1

cleaning is complete and the phase 2 window installation is complete. The gutter framing on phase 1 started at the end

of January and should complete the first week in February.

On the interior of the East Wing North Elevation (Delta) on the 2nd, 3rd, 4th and 5th floors we completed the

wall, ceiling and carpet repairs in the Senate offices, Senate Lounge and the Treasurer’s Office. These same repairs were

also completed on the East Wing East Elevation (Echo) in the Blue Room and the Governor’s Suite. The Court of Criminal

Appeals on the North Wing East Elevation (Charlie) also had the wall, ceiling and carpet repairs completed in January.

The South Portico (South Wing South Elevation – Hotel) cast iron paint has been completely removed following the

micro abrasion cleaning process. Painting mock-ups will be conducted in February. Once the mock-ups are complete, the

painting work will begin. The Stone Masons completed the repairs and cleaning on the upper portion of the portico. The

punchlist for the upper portion of the portico will be completed in early February. Following the punchlist, bird deterrent

will be installed from the column capitals to the coffered ceilings to prevent birds from nesting in the portico. The lower

portion of this elevation will be completed in mid-February. The scaffold is scheduled to begin coming down at the end of

February.

Exterior door demolition began in January and will continue through-out February. The demolition started on

the North Wing North Elevation (Bravo) and will work around the building clock-wise. Temporary doors are being installed

where the existing doors are being removed. This process will allow us to better understand how the historical doors were

installed and discover any unforeseen conditions prior to the new doors arriving on-site.

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KeyActivities:

- Delta low roof metal panel installation complete - Foxtrot Phase 1 stone cleaning in progress - Foxtrot Phase 1 storm window install in progress - Foxtrot Phase 2 window install in progress - Foxtrot parapet metal panel installation in progress - Golf copper gutter installation compelte - Golf elevation restoration complete - Hotel stone cleaning in progress - Hotel stone repairs complete - Hotel cast iron painting and restoration in progress - India gutter restoration in progress - Juliette scaffold erection in progress - Kilo scaffold erection in progress - West entrance stair tread removal in progress


JANUARY 2018

Hotel Cermonial Door Cast Iron Restoration In Progress

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Safety:The safety of our workforce and the general public during the course of construction is the most import-ant task that we must deliver. To that end, every craftsmen involved with the project receives a detailed project orientation, and prior to performing any task, the teams develop detailed task specific work plans. These work plans are often called Job Site Analysis (JSA) and assist project teams with analyzing different hazards associated with each work activity prior to beginning work.

Safety Data and Metrics

Orientations Performed through 01.31.18 473

First Aid Incidents for the month of January 0

Lost time Incidents for the month of January 0

Trade Partner Incidents for the month of January 0

Total Man-Hours for the month of January (hrs.) 6,497

Total Project Man-Hours (hrs.) 99,183


JANUARY 2018

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Safety Spotlight

JANUARY 2018 Exterior RehabilitationJE DUNN I TREANORHL ARCHITECTS I ADG

Every Monday morning all of our on-site crew members participate in a safety meeting to discuss upcoming work and

precautions that need to be taken while working on the jobsite.

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Progress Photos & Field Reports

The photos and field reports attached in the subsequent pages represent progress photos taken during the month of January for the Oklahoma State Capitol Exterior Restoration project.

P:\Oklahoma State Capitol\15-007 Capitol Renovation Exterior\Construction Administration\Field

Reports\ADG\OSCR FR 65 - 2018_01-04.docx

Page 1 of 10

FIELD OBSERVATION REPORT REPORT NO: 65 DATE: 1/4/2018

TIME: 9:30 AM DAY OF WEEK: Thursday

OWNER: OMES TEMP. RANGE: Upper 20s

PROJECT: Oklahoma Capitol Restoration - Exterior Rehabilitation

CAP PROJECT NO: 15039DB

JE DUNN PROJECT NO: 15025800

ADG PROJECT NO: 15-007

TREANOR PROJECT NO: HP 15.007.00B

ZFI PROJECT NO: 15071-01

ALVINE PROJECT NO: 2014-4286

SRB PROJECT NO: 114801

WEATHER: Clear Overcast Rain Snow Cold

Warm Hot Foggy Windy Ice Other _________

SITE CONDITIONS: Clear Dusty Muddy Other ______________________

PERSONS CONTACTED: Landon Heaton and Mark Maska - JE Dunn Construction

WORK OBSERVED:

The following was observed during this site visit:

1. Metal wall panel, flashing and gutter installation progressing on backside of parapet on north

elevation of east wing (Delta) and east elevation of east wing (Echo).

2. Scaffold removal progressing on east elevation of east wing (Echo).

3. Window frame painting progressing on east portion on south elevation of east wing (Foxtrot).

4. Window component installation progressing on east portion on south elevation of east wing

(Foxtrot).

5. Window frame repair progressing on west portion on south elevation of east wing (Foxtrot).

6. Lead t-cap installation progressing on east elevation of south wing (Golf).

7. Window sealant installation progressing on east elevation of south wing (Golf).

8. Stone repair progressing on east elevation of south wing (Golf).

9. Gutter work progressing on east elevation of south wing (Golf).

10. Stone repair progressing on south elevation of south wing (Hotel).

11. Stone cleaning progressing on south elevation of south wing (Hotel).

12. Door cleaning progressing on south elevation of south wing (Hotel).

13. Window frame repair progressing on west elevation of south wing (India).

14. Window frame abatement progressing on west elevation of south wing (India).

15. Gutter work progressing on west elevation of south wing (India).

16. Scaffold installation progressing on west elevation of west wing (Kilo).

17. West Plaza waterproofing progressing.

ITEMS DISCUSSED:

None



Page 2 of 10

ACTION REQUIRED:

None

ITEMS TO VERIFY:

None

REMARKS:

None

OBSERVED BY: Peter Breninger (ADG)

COPIES TO: Bobby Snyder (JE Dunn), Heath Glenn (JE Dunn), Landon Heaton (JE Dunn), Lindsey Ross

(JE Dunn), Lynnsee Boyse (JE Dunn), Mark Maska (JE Dunn), JC Witcher (ADG), Robert

Meek (ADG), Amelia Hudspeth (TreanorHL), Julia Manglitz (TreanorHL), Kelsey Liu

(TreanorHL), Todd Renyer (TreanorHL), Vance Kelley (TreanorHL), Mike Thompson (ZFI),

Andy Wiese (Alvine), Ed Kongs (Alvine), Sam Haberman (Alvine), Steve Alvine (Alvine),

Gary Noland (Smith Roberts Baldischwiler)

Metal furring channel, metal wall panel, copper flashing, and gutter installation progress on backside of

parapet on north elevation of east wing (Delta)



Page 3 of 10

Scaffold removal progress on east elevation of east wing (Echo). Temporary protection at east entry will

remain until scaffold is removed from south elevation of east wing (Foxtrot).

Portable heater in place on east portion on south elevation of east wing (Foxtrot)



Page 4 of 10

Window frame painting progress at second floor on east portion on south elevation of east wing (Foxtrot)

Window frame painting progress at fourth floor on east portion on south elevation of east wing (Foxtrot)



Page 5 of 10

Window component installation in progress on east portion on south elevation of east wing (Foxtrot)

Lead t-cap installation progress on top of granite water table on east elevation of south wing (Golf)



Page 6 of 10

Sealant installation at window in progress on east elevation of south wing (Golf)

Limestone patch progress at frieze panel on east elevation of south wing (Golf)



Page 7 of 10

Copper installation progress at gutter on east elevation of south wing (Golf)

Limestone full stone replacement progress at frieze panel on south elevation of south wing (Hotel)



Page 8 of 10

Limestone Dutchman repair progress at architrave on south elevation of south wing (Hotel)

Micro-abrasion cleaning progress at entrance on south elevation of south wing (Hotel)



Page 9 of 10

Window frame repair progress at first floor on west elevation of south wing (India)

Window frame lead paint abatement in progress at second floor on west elevation of south wing (India)



Page 10 of 10

Gutter progress on west elevation of south wing (India)

Scaffold installation in progress on west elevation of west wing (Kilo)



Page 1 of 8


TIME: 1:30 PM DAY OF WEEK: Wednesday

OWNER: OMES TEMP. RANGE: Lower 30s












PERSONS CONTACTED: Lindsey Ross, Lynnsee Boyse, and Mark Maska - JE Dunn Construction

Julia Manglitz - TreanorHL

WORK OBSERVED:


1. Storm water piping installation progressing on east elevation of south wing (Golf).

2. Light fixture installation progressing on south elevation of south wing (Hotel).

3. Stone removal progressing at West Plaza stairs.

ITEMS DISCUSSED:

The following items were discussed during this site visit:

1. Review of Range Rider statue base and As Long as the Waters Flow statue base.

ACTION REQUIRED:

Acceptance of modified frame system for downlights at South Portico (TreanorHL, Alvine).

ITEMS TO VERIFY:

None

REMARKS:

None







Page 2 of 8




Storm water piping installation in attic on east elevation of south wing (Golf). Piping connects the new

roof drain to the existing storm drain line.



Page 3 of 8

Storm water piping installation in attic on east elevation of south wing (Golf). Piping connects the new

roof drain to the existing storm drain line.

Framing system for downlight progress in westernmost coffer on south elevation of south wing (Hotel)



Page 4 of 8

Framing system for downlight progress in adjacent coffer on south elevation of south wing (Hotel)

Cracked mortar joint on east elevation of Range Rider statue granite base



Page 5 of 8

Eroded and cracked mortar joint on base of Range Rider statue granite base

Displaced granite on As Long as the Waters Flow statue base



Page 6 of 8

Displaced granite on As Long as the Waters Flow statue base

Sealant joint on As Long as the Waters Flow statue base



Page 7 of 8

Backup construction of brick, hollow clay tile, mortar and concrete exposed subsequent to stone tread

and wall cladding removal at West Plaza south stair

Wall cladding removal progress at West Plaza south stair. Backup construction of brick, hollow clay tile,

and mortar exposed to view.



Page 8 of 8

Stone tread removal progress at West Plaza south stair. Concrete stringer to be demolished and replaced

as part of stair work.



Page 1 of 9


TIME: 11:30 AM DAY OF WEEK: Tuesday













PERSONS CONTACTED: Lindsey Ross, Lynnsee Boyse, and Mark Maska - JE Dunn Construction

Mike Thompson - ZFI

WORK OBSERVED:



elevation of east wing (Delta) and east elevation of east wing (Echo).

2. Stone cleaning progressing on east portion on south elevation of east wing (Foxtrot).


4. Final pointing mortar installation progressing on south elevation of south wing (Hotel).

5. Sealant installation progressing on south elevation of south wing (Hotel).


7. Gutter work progressing on west elevation of south wing (India).


9. Window removal progressing on west elevation of west wing (Kilo).


ITEMS DISCUSSED:

The following items were discussed during this site visit:

1. The OAC Meeting occurred prior to the site visit in the jobsite trailers. Refer to OAC Meeting

Minutes dated January 23, 2018, for items discussed during the meeting.

ACTION REQUIRED:

None

ITEMS TO VERIFY:

None



Page 2 of 9

REMARKS:

None












Page 3 of 9

Stone cleaning in progress at limestone column capitals on east portion on south elevation of east wing

(Foxtrot)

Window frame painting progress on east portion on south elevation of east wing (Foxtrot)



Page 4 of 9

Final pointing mortar installation in progress at top of limestone column capitals on south elevation of

south wing (Hotel)

Sealant installation progress at engaged column on south elevation of south wing (Hotel)



Page 5 of 9

Downlights in place in westernmost coffer on south elevation of south wing (Hotel)

Coffer limestone cored prior to installation of downlights



Page 6 of 9

Brick replacement at gutter on west elevation of south wing (India)

Scaffold installation in progress on west elevation of west wing (Kilo)



Page 7 of 9

Window removal progress at first floor on west elevation of west wing (Kilo)

Concrete in place adjacent to cornerstone and generator areaway near West Plaza



Page 8 of 9

Stone tread and wall cladding removal progress at West Plaza south stair. Backup construction of brick,

hollow clay tile, mortar and concrete exposed after removal of stair wall stone cladding.

Stone tread and wall cladding removal progress at West Plaza north stair



Page 9 of 9

Stone laydown area at southwest portion of project site. Stone shown has been removed from West Plaza

north and south stairs.



Page 1 of 11


TIME: 1:45 PM DAY OF WEEK: Tuesday













PERSONS CONTACTED: Landon Heaton, Lindsey Ross, Lynnsee Boyse, and Mark Maska - JE Dunn

Construction

WORK OBSERVED:



elevation of east wing (Delta).

2. Stone repairs progressing on east elevation of drum base.


4. Gutter work progressing on south elevation of east wing (Foxtrot).

5. Metal wall panel and waterproofing installation progressing on backside of parapet on east

elevation of east wing (Echo) and south elevation of east wing (Foxtrot).

6. Window component installation progressing on west portion on south elevation of east wing

(Foxtrot).

7. Scaffold tarp removed on east elevation of south wing (Golf).

8. Lightning protection installation progressing on east elevation of south wing (Golf).

9. Lead t-cap installation progressing on south elevation of south wing (Hotel).


11. Window frame painting progressing on west elevation of south wing (India).

12. Window sash installation progressing on west elevation of south wing (India).

13. Stone repairs progressing on west elevation of south wing (India).



ITEMS DISCUSSED:

None



Page 2 of 11

ACTION REQUIRED:

None

ITEMS TO VERIFY:

None

REMARKS:

None












Page 3 of 11

Limestone patch in progress at backside of parapet at east elevation of dome base

Window interior sash stop installation in progress on east portion on south elevation of east wing

(Foxtrot)



Page 4 of 11

Plywood installation progress at gutter on south elevation of east wing (Foxtrot)

Metal furring channel installation in progress at backside of parapet on east elevation of east wing (Echo)



Page 5 of 11

Metal wall panel and waterproofing installation progress at backside of parapet on south elevation of east

wing (Foxtrot)

Window sash installation progress on west portion on south elevation of east wing (Foxtrot)



Page 6 of 11

Scaffold tarp removed on east elevation of south wing (Golf)

Lightning protection installation progress on top of granite water table on east elevation of south wing

(Golf)



Page 7 of 11

Lead t-cap installation progress at limestone fascia course on south elevation of south wing (Hotel)

Downlights in place at coffer on south elevation of south wing (Hotel)



Page 8 of 11

Window frame painting progress at first floor on west elevation of south wing (India)

Window frame painting and sash installation progress at second floor on west elevation of south wing

(India)



Page 9 of 11

Limestone Dutchman repair in progress at fascia course on west elevation of south wing (India)

Scaffold installation progress past fifth floor on west elevation of west wing (Kilo)



Page 10 of 11

Stone tread and wall cladding removal progress at West Plaza north stair

Laydown area for the West Plaza stone at the northwest corner of the site



Page 11 of 11

Temporary door and plywood in place on north elevation of north wing (Bravo)

C:\Users\jmanglitz\Dropbox (Personal)\oklahoma - julia\CA\OSCR FR TA.093 - 2018_01_09.docx Page 1 of 5

FIELD OBSERVATION REPORT REPORT NO: 093 DATE: 01/09/2018 TIME: 7:30 am-4:30 pm DAY OF WEEK: Tuesday OWNER: OMES TEMP. RANGE: Mid 30s – Mid 50s PROJECT: Oklahoma Capitol Restoration - Exterior Rehabilitation CAP PROJECT NO: 15039DB JE DUNN PROJECT NO: 15025800 ADG PROJECT NO: 15-007 TREANOR PROJECT NO: HP 15.007.00B ZFI PROJECT NO: 15071-01 ALVINE PROJECT NO: 2014-4286 SRB PROJECT NO: 114801 WEATHER: Clear Overcast Rain Snow Cold Warm Hot Foggy Windy Ice Other _ ___ SITE CONDITIONS: Clear Dusty Muddy Other ______________________ PERSONS CONTACTED: Mark Maska, Lindsey Ross, Landon Heaton, Bobby Snyder (JE Dunn) Lukasz Lesniak (Mark 1) Mike Thompson (ZFI) Peter Breninger (ADG) Vince Latona (Baker Roofing) Trait Thompson, David Mihm, Doug Kellogg (OMES/State) Duane Mass, Jason Cady (Mass Architects) Steven Naggatz, Joshua Freedland (WJE) WORK OBSERVED:

Work on A212 (Golf) nearing completion. Reglet for the south end of the gutter is not in the correct location per ASI-008. Lead T-cap has been installed, but stone needs to be patched for the T-cap to seal properly.

Installation of rain screen is ongoing on D1 & E2/A215 (Delta low roof). Copper work appears to be complete or nearly so.

Masonry repairs are ongoing on the back of A211 (Foxtrot).

Membrane roofing replacement ongoing on the back side of A212 (Golf) parapet.

Window restoration and painting work in progress on A211 (Foxtrot). Quality control issues observed: Sealant is being used in lieu of epoxy in some locations – this is not acceptable. Sealant is being placed on top of the intermediate coat of paint and between the primer and intermediate – this is also not acceptable. Small gaps are to be filled after the primer is applied and before intermediate coat.


ITEMS DISCUSSED:

Reglet for Golf (A212) gutter south end termination. (Mark 1, Baker)

Corrosion on new lead T-cap on used on A2121 (Golf) gutter. Baker will try to remove with vinegar. T-cap needs to be removed for stone patching and then re-installed in sealant. (Baker/Mark 1)

Addition of a small Dutchman to the lower edge of stone SS-05/02 on A201 (Hotel). (Mark 1)

Addition of a small Dutchman over the new anchor between the corona and raking cornice to give the reglet a hard edge rather than a mortar patch. (Mark 1)

ACTION REQUIRED:

Point reglet, layout in correct location and recut as marked/discussed to cover the new anchor between the corona and raking cornice stones. (Mark 1, Baker)

Meet with ReView regarding issues observed on A211 (Foxtrot) and corrective actions to be taken. (JE Dunn, TreanorHL)

ITEMS TO VERIFY:

REMARKS:

Design-build team meeting at 8:00 AM

OAC meeting at 9:00 AM

WJE site visit most of the day.

OBSERVED BY: Julia Manglitz, Associate Principal (TreanorHL) COPIES TO: David Mihm (OMES), Doug Kellogg (OMES), Mike Jones (OMES), Trait Thompson

(OMES), Duane Mass (MAI), Jason Cady (MAI), Matthew Radcliffe (MAI), Mark Maska (JE Dunn), Bobby Snyder (JE Dunn), Landon Heaton (JE Dunn), Lindsey Ross (JE Dunn), Lynnsee Boyse (JE Dunn), JC Witcher (ADG), Robert Meek (ADG), Julia Manglitz (TreanorHL), Todd Renyer (TreanorHL), Vance Kelley (TreanorHL), Mike Thompson (ZFI), Steve Ford (ZFI), Andy Wiese (Alvine), Ed Kongs (Alvine), Sam Haberman (Alvine), Steve Alvine (Alvine), Gary Noland (Smith Roberts Baldischwiler)


Reglet at the south end of A212 (Golf) laid out improperly. Corrections per ASI-008 need to be made.

Additional Dutchman over anchor to provide hard edge for reglet running along the gutter is also needed due to the alignment.

Corrosion on lead T-cap, cap needs to be cleaned or replaced. Patch missing at stone above the T-cap.

A212 (Golf)


Northeast low roof area work in progress installing the rain screen, copper guttering tying to A209 (Delta)

and A210 (Echo) is nearly complete.

Dutchman repair to back of fascia through course stone C1/A216 (back of Foxtrot).


Inconsistent sealant color applied over primer at window on left, cream color should be used in this

location; improper use of sealant as surfacing compound on the jamb in photo on the left. Improper use of sealant over intermediate coat in photo on the right, area needs to be coated with intermediate coat

again. Both locations on A211 (Foxtrot).

Epoxy filler not sanded down prior to application of coatings on A211 (Foxtrot)– area needs to be sanded

and recoated.


FIELD OBSERVATION REPORT REPORT NO: 094 DATE: 01/10/2018 TIME: 7:00 am-4:00 pm DAY OF WEEK: Wednesday OWNER: OMES TEMP. RANGE: Lo 40s – Hi 50s PROJECT: Oklahoma Capitol Restoration - Exterior Rehabilitation CAP PROJECT NO: 15039DB JE DUNN PROJECT NO: 15025800 ADG PROJECT NO: 15-007 TREANOR PROJECT NO: HP 15.007.00B ZFI PROJECT NO: 15071-01 ALVINE PROJECT NO: 2014-4286 SRB PROJECT NO: 114801 WEATHER: Clear Overcast Rain Snow Cold Warm Hot Foggy Windy Ice Other _ ___ SITE CONDITIONS: Clear Dusty Muddy Other ______________________ PERSONS CONTACTED: Mark Maska, Lindsey Ross, Landon Heaton (JE Dunn) Lukasz Lesniak, Wesley Kutylowksi (Mark 1) Mike Thompson (ZFI) Peter Breninger (ADG) Vince Latona (Baker Roofing) Todd Maxwell (ReView) Trait Thompson, David Mihm, Doug Kellogg (OMES/State) Jason Cady (Mass Architects) Steven Naggatz, Joshua Freedland (WJE) WORK OBSERVED:

Kilo scaffold being erected, Juliette scaffold bases are in and up out of the light well.

West plaza south stair removal is starting.

Final pointing ongoing at upper portion of A201 (Hotel). Masonry repairs continue at lower levels. Repairs to brick backing construction completed on the east end of A201 (Hotel), repairs pending on the west end. Frieze panels will be installed next week.

ITEMS DISCUSSED:

Quality control of metal repairs (use of proper materials for different conditions) and process of interaction with various coating layers, particularly primer and intermediate coats. Intermediate coat shall be applied a second time at areas that have been sealed. Remove sealant improperly applied where surfacing epoxy should have been used and install proper patch. (ReView, JE Dunn, TreanorHL)

Paint removal and surface preparation at ceremonial doors. Several locations do not appear to be complete. Existing historic hardware was not protected and is damaged. (ReView, TreanorHL)


Upcoming scaffold and punch list dates. (JE Dunn, TreanorHL)

Gutter on north side of east clerestory A1/A215 (Delta low roof area) – Mass asks for review of the entire existing copper gutter run. (Mass, JE Dunn, TreanorHL)

ACTION REQUIRED:

Set meeting with Baker to review clerestory gutter. (TreanorHL) ITEMS TO VERIFY:

REMARKS:

WJE site visit until 3 PM.



A203 (Juliette) scaffold. A202 (India) elevation under tarps.


A204 (Kilo) scaffold under construction. Shoring beams at the bottom of the scaffold to spaces below the

west plaza.

Traces of red primer left along flutes of column, removal of existing coatings requires some touch up.

Ceremonial door A201 (Hotel).


Damage to hardware from paint removal and surface preparation at ceremonial door on A201 (Hotel)).

Results of paint removal and surface prep at cornice above the door A201 (Hotel).


Results of paint removal at ceremonial door on A201 (Hotel) upper half.

Final pointing work on A201 (Hotel) in the coffers of the upper portico.


FIELD OBSERVATION REPORT REPORT NO: 095 DATE: 01/16/2018 TIME: 7:30 am-4:00 pm DAY OF WEEK: Tuesday OWNER: OMES TEMP. RANGE: Mid Single digits – Hi teens PROJECT: Oklahoma Capitol Restoration - Exterior Rehabilitation CAP PROJECT NO: 15039DB JE DUNN PROJECT NO: 15025800 ADG PROJECT NO: 15-007 TREANOR PROJECT NO: HP 15.007.00B ZFI PROJECT NO: 15071-01 ALVINE PROJECT NO: 2014-4286 SRB PROJECT NO: 114801 WEATHER: Clear Overcast Rain Snow Cold Warm Hot Foggy Windy Ice Other _ ___ SITE CONDITIONS: Clear Dusty Muddy Other ______________________ PERSONS CONTACTED: Lynnsee Boyse, Mark Maska, Lindsey Ross, Landon Heaton (JE Dunn) Lukasz Lesniak, Wesley Kutylowski, Robert Gebarowski (Mark 1) Mike Thompson (ZFI) Peter Breninger (ADG) Vince Latona (Baker Roofing) Todd Maxwell via phone, Jim Hickman, Brandon Thompson (ReView) WORK OBSERVED:

A201 (Hotel) stone repairs are ongoing. Frieze panels are set at the east end of the portico face. Stones for west end are being moved to the scaffold. Patching and other repairs continue in warmer areas.

West plaza south stair removal continues. ITEMS DISCUSSED:

Temperatures are not high enough for temperature dependent work on A202 (India) and are questionable in some locations on other enclosed scaffold. Extra heaters have been brought in, but it has not been 7 days since last cleaning operation. Per specification no masonry work involving water may occur when the forecasted lows are below 40. This applies to enclosed areas where heat cannot be successfully maintained. Effort must be made to determine when enough heat will not overcome outside temperatures and/or effect of wind. (JE Dunn, Mark 1, TreanorHL)

Walked cleaning results for A201 (Hotel) – crusting on the bottom of the corbel is resistant to steam and to micro-abrasion and will remain. Touch up of spot cleaning noted in a few locations. (Mark 1, TreanorHL)


West plaza south stair cheek wall unforeseen condition – wall interior is made up of a combination of brick, hollow tile and mortar or concrete spoils. Rebuilding from the top of the concrete stringer wall will be necessary to reliably anchor the veneer stones. Options to rebuild include brick and concrete, two cramps or other anchors per stone typical. ADG to start detail for ZFI and TreanorHL input. (JE Dunn, ZFI, TreanorHL, ADG).

Reviewed metal substrate repair needs at ceremonial door on A201 (Hotel). Voids in original casting need to be filled with epoxy (structural or surfacing as size of flaw dictates). Gaps between pieces should be filled with sealant as is done with the window surrounds. Missing pieces noted on right side slider door and left side slider door. Right jamb has damage from use of a prybar to move slider door. Discussed options for replacement pieces (spliced is acceptable if it can be done cleanly).

ACTION REQUIRED:

Paint color samples selected from cards – draw downs need to be ordered. (ReView) ITEMS TO VERIFY:

REMARKS:

Meeting regarding timeline for upcoming work. (ReView, JE Dunn, ADG, ZFI)

Meeting regarding items for next SCREOC meeting Feb 22nd, 2018.

Reviewed window conditions on A205-A209 (Lima, Alpha, Bravo, Charlie and Delta) from the exterior. Delta has significantly more signs of condensation and icing than any of the other facades. Review of how interior conditions differ in the areas affected and not affected should be undertaken. Requested JE Dunn put data loggers in other locations to gather humidity information for comparison.




Example of casting defect that needs to be filled with epoxy prior to primer coating. Ceremonial door.

Example of casting defects that needs to be filled with epoxy prior to primer coating. Ceremonial door.


Eagle body should be sealed with polyurethane to the column between the primer and intermediate coats

of paint.

Joints in casting pieces should be sealed with polyurethane between the primer and intermediate coats of

paint.


Faux astragal trim missing from both sides of ceremonial door right slider. Replacement in kind discussed.

Bent and crushed piece of formed metal molding adjacent to the right slider. Piece needs to be replaced

in kind.


Backing brick on west end of A201 (Hotel) at the frieze level.

Replacement frieze stone on the scaffold awaiting installation.


Replacement frieze installed on east end of A201 (Hotel).


FIELD OBSERVATION REPORT REPORT NO: 096 DATE: 01/17/2018 TIME: 7:30 am-4:00 pm DAY OF WEEK: Wednesday OWNER: OMES TEMP. RANGE: Mid Single digits – Lo 30s PROJECT: Oklahoma Capitol Restoration - Exterior Rehabilitation CAP PROJECT NO: 15039DB JE DUNN PROJECT NO: 15025800 ADG PROJECT NO: 15-007 TREANOR PROJECT NO: HP 15.007.00B ZFI PROJECT NO: 15071-01 ALVINE PROJECT NO: 2014-4286 SRB PROJECT NO: 114801 WEATHER: Clear Overcast Rain Snow Cold Warm Hot Foggy Windy Ice Other _ ___ SITE CONDITIONS: Clear Dusty Muddy Other ______________________ PERSONS CONTACTED: Lynnsee Boyse, Mark Maska, Lindsey Ross, Landon Heaton (JE Dunn) JE Dunn self-perform concrete and surveyor Faith Electric Lukasz Lesniak, Wesley Kutylowski, Robert Gebarowski (Mark 1) Peter Breninger (ADG) Vince Latona (Baker Roofing) Jim Hickman, Brandon Thompson (ReView) WORK OBSERVED:

A201 (Hotel) stone repairs are ongoing, west frieze panel replacements are being installed.

West plaza south stair removal continues.

Rain screen installation continues on the northeast low roof. ITEMS DISCUSSED:

Existing gutter along the north face of the east clerestory. Gutter serves approximately 6,500 sf (plan area) and is 150 ft long with four downspouts and no expansion joints. All joints in copper gutter sections are lapped and riveted with blind rivets. Steel mandrels in rivets are rusting and joints evidence of leaking. Apron is missing at west end or severely damaged. Gutter will need to be replaced to introduce expansion joints and address leaky joint construction. Sizing and number of downspouts needs to be evaluated as part of the work. Roof edge condition will need to be examined/evaluated when gutter is removed. East edge of north clerestory was also reviewed - this gutter is damaged and will not be able to be bent back into proper form – it will require replacement with the sky light work planned for later in the year. (Baker, TreanorHL)


Expansion joint in copper base flashing at pilaster was not continued up through the counter flashing and pieces are fully soldered. Expansion joint needs to continue up. (TreanorHL, JE Dunn, Baker)

ACTION REQUIRED:

Provide direction for gutter replacement at northeast low roofs. (TreanorHL)

Provide direction for stone anchors found in gutter on A202 (India). (TreanorHL, ZFI)

Add expansion joint in copper counter flashing on northeast low roof. (Baker) ITEMS TO VERIFY:

REMARKS:

Pre-installation/construction meeting regarding stair and battlement work.

A202 (India) repair confirmation walk started.




Installation of replacement frieze panel west end of A201 (Hotel)

Unforeseen gutter condition found on A202 (India) is similar to that found on A212 (Golf). Slight

modifications to repair will be needed to account for cracks in stone at either end of anchor in photo.


Repair confirmation walk, A202 (India)

Northeast low roof area; rain screen installation ongoing. Leaking at joints in gutter is evident by the

green staining on the clerestory wall.


Northeast low roof area, looking west along clerestory. Roofing rises between the two the windows on

the left of the frame, indicating a possible anchorage problem. Gutter apron on the extreme west end is damaged beyond repair.


FIELD OBSERVATION REPORT REPORT NO: 097 DATE: 01/18/2018 TIME: 7:00 am-3:00 pm DAY OF WEEK: Thursday OWNER: OMES TEMP. RANGE: Lo 20s – Mid 40s PROJECT: Oklahoma Capitol Restoration - Exterior Rehabilitation CAP PROJECT NO: 15039DB JE DUNN PROJECT NO: 15025800 ADG PROJECT NO: 15-007 TREANOR PROJECT NO: HP 15.007.00B ZFI PROJECT NO: 15071-01 ALVINE PROJECT NO: 2014-4286 SRB PROJECT NO: 114801 WEATHER: Clear Overcast Rain Snow Cold Warm Hot Foggy Windy Ice Other _ ___ SITE CONDITIONS: Clear Dusty Muddy Other ______________________ PERSONS CONTACTED: Lynnsee Boyse, Mark Maska, Lindsey Ross, Landon Heaton (JE Dunn) Lukasz Lesniak, Wesley Kutylowski, Wojtek Zeglin (Mark 1) Vince Latona (Baker Roofing) Brandon Thompson (ReView) Trait Thompson (OMES) Peter Breninger (ADG) Andy Wiese via phone (Alvine) WORK OBSERVED:

A201 (Hotel) stone repairs are ongoing.

West plaza south stair removal continues.

A204 (kilo) scaffold erection is ongoing.

Blast-It-Clean is on site to touch up areas on ceremonial doors. ITEMS DISCUSSED:

Statue bases for “Tribute to the Range Riders” and “As Long as the Waters Flow” – State has requested that these stone bases be evaluated for repairs and cleaning.

ACTION REQUIRED:

Distribute repair confirmation notes for A202 (India). (TreanorHL) ITEMS TO VERIFY:


REMARKS:

Golf (A212) punch list walk.

Finished India (A202) repair confirmation walk.

Team meeting to discuss proposed exterior lighting. OBSERVED BY: Julia Manglitz, Associate Principal (TreanorHL) COPIES TO: David Mihm (OMES), Doug Kellogg (OMES), Mike Jones (OMES), Trait Thompson


Eagle on A212 (Golf) at the corner with A211 (Foxtrot).


A212 (golf) punch list walk – blue tape marks locations for paint coating touch up.

A212 (golf) gutter during punch list. 24 Hour flood test passed.


Containment for Blast-It-Clean at ceremonial door on A201 (Hotel).

A204 (Kilo) scaffold erection.


West plaza, south stair with treads removed.

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Phasing & Schedule Attachments: The following documents are included in the subsequent pages:

- Site Phasing Plan - Site Utilization Plan - Six (6) Week Look Ahead Schedule

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Site Phasing Plan:

The site phasing plan is a broad representation of the work flow for the Capitol exterior rehabilitation. Beginning with Alpha (west elevation of the north wing), scaffolding was constructed continuing on to Bravo, Charlie, Delta and Echo. We construct a phase of scaffolding at a time, which is followed by hazardous material removal, window restoration, and stone and lighting repair. As each phase is complet-ed, the scaffolding will be disassembled and reassembled on similar elevations. Thus far, the Alpha, Bravo, Charlie, Delta, Echo, and Golf elevations have been completed. This site phasing will occur for the duration of the rehabilitation until all work is complete, and the State Capitol is back to its original beauty and functionality.

Trailer Compound

TUNNEL (will continue across Lincoln)

DELTA

FOX TROT

ECHO

KILO

ALPHA

CHARLIE

GOLF

INDIA

HOTEL

JULIETTE

LIMA

BRAVO

ACTIVE ELEVATIONS

ACTIVE ELEVATIONS

ACTIVE ELEVATIONS

COMPLETED

CO

MPLETED

CO

MPLE

TED

COMPLETED

ACTIVE ELEVATIONSCO

MPLETED

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Site Utilization Plan:

Per our site utilization plan, the JE Dunn trailer compound is the designated area for our staff members,trade partners, and material storage areas. It currently houses four field offices.

Our site fencing is a revolving system that isolates our work area from the public as we move around the Capitol building, helping to ensure a safe work environment.

The gravel lay-down areas are designated paths where machinery, supplies, and equipment are stored and provide a roadway for machinery to move supplies to and from the job site. The gravel will also serve as a protective barrier of the subsurface. Fence gates mark all areas where access can be gained to the job site for material and/or equipmentdeliveries, emergency access, or personnel access. These gates remain closed and are locked every night to ensure a safe work environment.

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JANUARY 2018

Stone Repair Tracking:

The following document depicts the stone repairs that we have identified for the Hotel, Golf, and India elevation. Once the raking of all mortar joints is complete on a respective elevation, we complete a full assessment of every stone to determine what repairs need be made, if any. We are able to track these repairs during our repair assessment walk using our BIM 360 software downloaded on iPads. Once complete, we are able to then transmit this information to our masonry trade partner for completion of all repairs.


SECOND FLOOR

100'-0"

THIRD FLOOR

114'-6"

FIRST FLOOR

88'-0"

FOURTH FLOOR

126'-3"

FIFTH FLOOR

137'-5"

ATTIC

150'-0"

ROOF PLAN

172'-6"

116A2

117A2

216A1

217A1

218A1

118A2

102

TOP OF PARAPET

162'-2"

SE-01/02 SE-01/03 SE-01/04

SE-02/02

SE-02/01

SE-0A/01

SE-0A/04

SE-05/02

SE-05/01

SE-0A/03

SE-02/03

SE-02/04

SE-0A/05

SE-05/03

SE-05/04

SE-0A/02

S03

S18

S07

DN01

S05

S01

S03

S07

S07

S06

S07

S10

S03

.

BO WATERTABLE TYP

BO DOORHEADER

.

UNO

.

.

BO CORNICETYP

.

.

FO

R E

AS

T W

ING

SO

UT

H E

LE

VA

TIO

N S

EE

A1/A

211

WE25

WE28

S15

FO

R S

OU

TH

WIN

G S

OU

TH

ELE

VA

TIO

N S

EE

A1/A

201

S17

TYP OF 3GUARDS

S16

S02

S07

TYP AT JTW/ CONC

S06

FOR EAST WING EASTELEVATION SEE A1/A210

.

.

WE44

S15

BO HEADERTYP OF 3TYPE A2OPENINGS

TYP OF 3TYPE A2OPENINGS

S16

S07

S15



S18

TYP THISCOURSE

TYP THISCOURSE

TYP THISCOURSE

TYP THISCOURSE

TYP THISCOURSE

TYP THISCOURSE

DISMANTLESALVAGE &REINSTALL LIGHTFIXTURE;RE ELECTRICAL


WE28

S14

S12TYP ATSTONEGUTTER

S20

WE37

S02

TYP AT JT W/ HORIZTRAFFIC SURFACES

S07

TYP THISELEMENT

A. PROTECT ALL ADJACENT MATERIALS AND ASSEMBLIESFROM DAMAGE DURING THE WORK. ERECT AND MAINTAINTEMPORARY BARRIERS AND COVERS THAT AREAPPROPRIATE TO PROTECT FROM INCIDENTAL DAMAGE.REFERENCE 013591 FOR HISTORIC TREATMENTPROCEDURES.

B. PROTECT ROOFING AND ROOF DRAINAGE. PREVENTDEBRIS FROM ENTERING THE ROOF DRAINAGE SYSTEM. DONOT RINSE CHEMICALS OR DEBRIS FROM CLEANING ANDCONSTRUCTION ACTIVITIES INTO ROOF DRAIN PIPINGWITHOUT WRITTEN CONSENT OF DESIGN BUILDER.CAPTURE OR REROUTE DRAINAGE FROM CLEANINGACTIVITIES AND CONVEY IT TO GRADE WITHOUT DAMAGETO BUILDING FACADES OR TO LANDSCAPE AND GROUNDSURFACES BELOW.

C. PROTECT LIGHT WELL DRAINAGE AND ASSOCIATED PIPING.PREVENT DEBRIS FROM ENTERING THE SYSTEM. DO NOTRINSE CHEMICALS OR DEBRIS FROM CLEANING ANDCONSTRUCTION ACTIVITIES INTO PIPING WITHOUTWRITTEN CONSENT OF DESIGN BUILDER. CAPTURE ORREROUTE DRAINAGE FROM CLEANING ACTIVITIES ANDCONVEY IT TO GRADE WITHOUT DAMAGE TO BUILDINGFACADES OR TO LANDSCAPE AND GROUND SURFACES.

D. MAINTAIN BUILDING IN A WEATHER-TIGHT CONDITION.PROVIDE TEMPORARY COVERS AND CLOSURES ATOPENINGS IN THE WALL OR ROOF SYSTEMS THAT AREWIND AND PRECIPITATION RESISTANT. DO NOT REMOVEMORE WINDOWS, DOORS, CLADDING, OR COVERINGS THANCAN BE PROTECTED IN THE SAME WORKDAY. MONITORWEATHER CONDITIONS AND PROVIDE ADEQUATE NOTICEWHEN CONDITIONS NECESSITATE WORK SHUT DOWNPRIOR TO TYPICAL WORK HOURS.

E. WHERE EXTERIOR LIGHTING/CONDUIT, SECURITYCAMERAS/CONDUIT, LIGHTNING PROTECTION AIRTERMINALS/DOWN LEADERS, AND ASSOCIATEDFASTENERS, OR OTHER MEP ITEMS NEED TO BE REMOVEDAND REINSTALLED FOR THE WORK, DO NOT INTERRUPTSERVICE WITHOUT AUTHORIZATION OF DESIGN BUILDER.PROVIDE TEMPORARY CONNECTIONS AND SERVICE ASNECESSARY AND/OR WHERE DIRECTED TO DO SO BYDESIGN BUILDER.

F. REFERENCE SCHEDULES FOR WINDOW, DOOR, ANDMASONRY REPAIR WORK AT SPECIFIC LOCATIONINDICATED ON THE DRAWINGS. REFERENCE MASONRYREPAIR SCHEDULES FOR MASONRY REPAIR ID KEY.

G. REFERENCE GI SHEETS FOR BUILDING NOMENCLATURE,OVERALL DIMENSIONS, TYPICAL BAYS, AND MATERIALLOCATIONS AND LEGENDS.

H. FOR WINDOW RESTORATION ALL ADJACENTCONSTRUCTION SHALL BE PROTECTED WITH BOX OUTS,TARPS, OR SIMILAR MEANS ACCEPTABLE TO THEARCHITECT AND DESIGN BUILDER TO ENSURE THATWINDOW/PAINT/MEDIA DO NOT STAIN OR DAMAGEADJACENT SURFACES. IN ADDITION, PROTECTION ANDTEMPORARY INFILL MAY NEED TO BE PROVIDED TOELIMINATE DUST, AND MINIMIZE ODOR, AND PARTICLEMIGRATION INTO THE BUILDING THROUGH ADJACENTWINDOWS, LOUVERS, DOORS, ETC. DURINGCONSTRUCTION. ADDITIONALLY, TEMPORARY SHORING,BRACING, BLOCKING, ETC. SHALL BE PROVIDED ANYWHEREREMOVAL OF FASTENED COMPONENTS OCCUR.

I. 018126 KNOWN HAZARDOUS MATERIALS WILL BE REMOVEDBY OWNER BEFORE START OF WORK. IF MATERIALSSUSPECTED OF CONTAINING HAZARDOUS MATERIALS AREENCOUNTERED DO NOT DISTURB; IMMEDIATELY NOTIFYDESIGN BUILDER.

GENERAL PLAN & ELEVATION NOTES:

WINDOW INFILL PANEL

WINDOW SPANDREL PANEL

RUST

MATERIALS ELEVATION LEGEND

WATERPROOFING MATERIAL

Date:

ADG Project:

Sheet No.

Drawn By:

Checked By:

Revisions:

Approved By:

Copyright ADG, PC 2016

KEY PLAN

TA Project #

15-007

EXTERIOR

REHABILITATION

A360://HP15.007.00B Oklahoma State Capitol Exterior Rehabili/OSC_Exterior Rehab.rvt

6/28/2016 7:22:12 PM

A212

SOUTH WING

EAST ELEVATION

JUNE 30, 2016

MS / SCK

JEM / TGR / JCW

KVK

2300 NORTH

LINCOLN

BOULEVARD

OKLA

HOMA CITY, OK 73105

FINAL CONSTRUCTION SET

OFFICE O

F M

ANAGEMENT AND ENTERPRISE SERVICES

CAP PROJECT NO. 15039DB

HP15.007.00B

1/8" = 1'-0" A1SOUTH WING EAST ELEVATION

KEYNOTES

DN01 081113 DOOR, FRAME, AND TRANSOM, TO BE REPLACED,ALT #02

S01 040343 REPOINT WITH MORTAR, RE A1/A403

S02 040343 REPOINT AT JOINTS BETWEEN DISSIMILARMATERIALS WITH SEALANT, RE B1/A403

S03 040343 REPOINT WITH LEAD T-CAP, REF C1/A403

S05 040310 GENERAL AND PRELIMINARY CLEANING

S06 040310 SPOT TREATMENT BIOLOGICAL SOIL (CHEMICAL)

S07 040310 SPOT TREATMENT ATMOSPHERIC CRUSTS (COLDWATER SOAK)

S10 040310 SPOT TREATMENT ATMOSPHERIC SOILING (HOTWATER) FOR ORANGE/BROWN SOILING DISPERSEDOVER 25% OF FACADE

S12 079200 REMOVE EXISTING SEALANT(S), CLEAN TOBRIGHT, AND RESEAL REGLET, C3/A403

S14 040322 REMOVE EXISTING SEALANT AND/OR MORTAR,SALVAGE PARAPET CAP STONE, REINSTALL OVER THRUWALL FLASHING 076200, RE D1/A141, ALT #05

S15 040310 REMOVE SEALANT RESIDUE AT PERIMETER OFMASONRY OPENING

S16 079200 CLEAN, PRIME, AND RESEAL PERIMETER OFDOOR AND/OR WINDOW INCLUDING ASSOCIATED CASTIRON; RE C5/A403

S17 050383 WROUGHT IRON GUARD; DISMANTLE, SALVAGE,PREPARE, PAINT, AND REINSTALL ELEMENTS

S18 040343 REPOINT WITH SEALANT CONTINUOUS FROMTOP TO BOTTOM OF FACADE, RE B3/A403

S20 A3/A403 TYP AT GRANITE WATERTABLE

WE25 080351.23 MECHANICAL PENETRATION TO REMAIN -TEMPORARILY REMOVE AND TERMINATE MECHANICALSYSTEM - REINSTALL SUBSEQUENT TO WINDOWRESTORATION RE MECHANICAL, ALT #01

WE28 080351.23 INFILL PANEL

WE37 080351.23 ELECTRICAL PENETRATION TO BE REMOVEDAND TERMINATED FOR COMPLETE WINDOWRESTORATION - RE ELECTRICAL, ALT #01

WE44 080351.23 SECURITY CAMERA TO REMAIN TEMPORARILYREMOVE AND TERMINATE SYSTEM. REINSTALLSUBSEQUENT TO WINDOW RESTORATION. REELECTRICAL.ALT #01

4'0 8' 16'

A212/A1 SE-0A/01 DM 0.33 0.33 0.33 0.33 0.00 0.11 0.04 L A1/A407

A212/A1 SE-0A/02 CP1 0.00 0.00 0.00 0.00 2.00 0.00 0.00 L

A212/A1 SE-0A/03 RD 3.00 3.00 0.00 0.00 0.00 9.00 0.00 L

A212/A1 SE-0A/04 DM 0.50 0.50 0.00 0.50 0.00 0.25 0.13 L C1/A407

A212/A1 SE-0A/05 DM 1.00 0.50 0.00 0.67 0.00 0.50 0.34 L C1/A407

A212/A1 SE-0A/06 DM 0.67 0.67 0.50 0.50 0.00 0.45 0.22 L C3/A405

A212/A1 SE-01/02 CR2 0.00 0.00 0.00 0.00 1.00 0.00 0.00 G

A212/A1 SE-01/03 CR1 0.00 0.00 0.00 0.00 1.00 0.00 0.00 G

A212/A1 SE-01/04 CR1 0.00 0.00 0.00 0.00 1.00 0.00 0.00 G

A212/A1 SE-01/04 CR1 0.00 0.00 0.00 0.00 1.00 0.00 0.00 G

A212/A1 SE-02/01 CR1 0.00 0.00 0.00 0.00 2.00 0.00 0.00 L

A212/A1 SE-02/02 CR1 0.00 0.00 0.00 0.00 1.00 0.00 0.00 L

A212/A1 SE-02/03 DM 0.33 0.33 0.00 0.33 0.00 0.11 0.04 L C1/A407

A212/A1 SE-02/04 DM 0.67 0.33 0.00 0.33 0.00 0.22 0.07 L C1/A407

A212/A1 SE-05/01 RD 0.67 8.00 0.00 0.00 0.00 5.33 0.00 L

A212/A1 SE-05/02 DM 0.50 0.33 0.50 0.50 0.00 0.17 0.08 L C1/A407

A212/A1 SE-05/03 CP1 0.00 0.00 0.00 0.00 1.00 0.00 0.00 L A2/A404

A212/A1 SE-05/04 CR1 0.00 0.00 0.00 0.00 2.00 0.00 0.00 L

PAx2

PAx2

PAx2

PAx4

PA

PAx2 CR1 1.66

DM 1.0,1.25,0.5PAPA

PA

0.660.5 0.5

CP2

CP2 2.0

Add CP2 repair

DM 0.5,0.5,0.33Create stone dowel back into cap

NR

PA

0.33 1.5 0.75 0.75DM

RP2 3.5, 4.6, 1.0

DM 0.33,0.75,0.5

Like this on east end

Foxtrotcap stonerepair ifnecessary

Lateral pins to stabilize crack (if needed) at 6and 11" measured from the back, mid height

Per typ detail

Dowel only

Cramp with dowel cut offbelow flashing

CP1 2.75

DM 0.5,0.5,0.25PAPA ret

PA

PA

PA

PAx3

PA

PAx2

PAPAx2

PA

CR1 1.5CR1 0.5PAx2

PA

PAx3

PAx2

PA

PA

PA

PA

PAx3

PA

PA

PA

PA

PA

PA

PA

PA

PA ret

PA

PAx2

PA

PA

PA

CR1 0.5

PA

PAPAx3

PA

PA

PAx2

PA

PAx3

PA

Glassline

NR

PAx3

NR

PA

PAx2

PA

PA

NR

Glassline

PA ret

PA ret

PA ret

PA

CR1 1.0

PA

CR1 1.0CR1 0.66

CR1 1.0

CR1 1.0

CR1 2.0

PAx6

RAx2PA

PA jamb stone

CR1 1.0

CR1 1.0

PA

PAx5

CR1 2.0

CR1 0.5

RA

RA

Door operation sensormounted to stone. Shouldbe removed for cleaning.Will it go back in the samelocation?

RAx3

CR1 1.0

CR1 0.66

RA back

RAx2

RAx6PA

RAx3

RAx4

08.09.2017 - Repair confirmation walk: J. Manglitz, J. Wolski08.10.2017 - Repair confirmation walk continued: J. Manglitz, L. Lesniak

Protection or tarps obscuring area

FP = fill pocket - typically a slot in the top of the stone used for hoisting the stoneinto place. fill with setting mortar

RA = remove anchor (per specs) and patch

NR = no repair

* = following repair means the repair may need to be changed if field conditionswarrant (redressing and damage is deeper, or similar)

Area to be done with Foxtrot

Where repair sizes changed - see schedule edits

Coordination item for JE Dunn to provide direction

A212 parapet, northern most stone

SE-0A/06

SE-0A/06

SE-0A/X02DM 0.33,1.25, 0.5

DM 0.33,0.75,0.33

SE-0A/X03

SE-0A/X04

SE-0A/X05

SE-0A/X06

SE-0A/X07

SE-0A/05

SE-0A/01

SE-0A/X08

SE-0A/X10

SE-0A/X11

SE-0A/X09

NR

SE-05/X01

SE-05/X02

SE-05/X03

SE-05/X04

SE-05/X05

SE-05/X06SE-05/X07

SE-05/X08

SE-04/X01

SE-04/X02

SE-04/X03SE-04/X04

SE-04/X05

SE-04/X06

SE-04/X07

SE-04/X08

SE-04/X09

SE-04/X10

SE-04/X11

SE-03/X01

SE-03/X02

SE-03/X03

SE-03/X04

SE-03/X05

SE-03/X06

SE-03/X07

SE-03/X08

SE-03/X09

SE-03/X10

SE-03/X11

SE-03/X12

SE-03/X13

SE-03/X16

SE-03/X14

SE-03/X15

SE-03/X17

SE-02/X01

SE-02/X02

SE-02/X03

SE-02/X04

SE-02/X05

SE-02/X06

SE-02/X07

SE-02/X08SE-02/X09

SE-02/X10

SE-02/X11

SE-02/X12

SE-02/X13

SE-02/X14

SE-02/X15

SE-02/X16

SE-02/X17

SE-02/X18SE-02/X19

SE-02/X20SE-02/X21

SE-02/X22

SE-02/X23

SE-01/X01

SE-01/X02

SE-01/X03

SE-01/X04

SE-01/X05

SE-01/X06

SE-01/X07

SE-01/X08

SE-01/X09

SE-01/X10

SE-01/X11

SE-01/X12SE-01/X13

SE-01/X14

SE-01/X15

SE-01/X16

SE-01/X17

SE-01/X18

SE-01/X20

SE-01/X19

SE-01/X22

SE-01/X21

SE-01/X23

See Revisions and photo below

NR

NR

NR

SECOND FLOOR

100'-0"

THIRD FLOOR

114'-6"

FIRST FLOOR

88'-0"

FOURTH FLOOR

126'-3"

FIFTH FLOOR

137'-5"

ATTIC

150'-0"

ROOF PLAN

172'-6"

116A2

117A2

216A1

217A1

218A1

118A2

102

TOP OF PARAPET

162'-2"

SE-01/02 SE-01/03 SE-01/04

SE-02/02

SE-02/01

SE-0A/01

SE-0A/04

SE-05/02

SE-05/01

SE-0A/03

SE-02/03

SE-02/04

SE-0A/05

SE-05/03

SE-05/04

SE-0A/02

S03

S18

S07

DN01

S05

S01

S03

S07

S07

S06

S07

S10

S03

.

BO WATERTABLE TYP

BO DOORHEADER

.

UNO

.

.

BO CORNICETYP

.

.

FO

R E

AS

T W

ING

SO

UT

H E

LE

VA

TIO

N S

EE

A1/A

211

WE25

WE28

S15

FO

R S

OU

TH

WIN

G S

OU

TH

ELE

VA

TIO

N S

EE

A1/A

201

S17

TYP OF 3GUARDS

S16

S02

S07

TYP AT JTW/ CONC

S06

FOR EAST WING EASTELEVATION SEE A1/A210

.

.

WE44

S15



S16

S07

S15



S18

TYP THISCOURSE

TYP THISCOURSE

TYP THISCOURSE

TYP THISCOURSE

TYP THISCOURSE

TYP THISCOURSE



WE28

S14

S12TYP ATSTONEGUTTER

S20

WE37

S02

TYP AT JT W/ HORIZTRAFFIC SURFACES

S07

TYP THISELEMENT











WINDOW INFILL PANEL


RUST



Date:

ADG Project:

Sheet No.

Drawn By:

Checked By:

Revisions:

Approved By:


KEY PLAN

TA Project #

15-007

EXTERIOR

REHABILITATION


6/28/2016 7:22:12 PM

A212

SOUTH WING

EAST ELEVATION

JUNE 30, 2016

MS / SCK

JEM / TGR / JCW

KVK

2300 NORTH

LINCOLN

BOULEVARD

OKLA

HOMA CITY, OK 73105


OFFICE O

F M



HP15.007.00B

1/8" = 1'-0" A1SOUTH WING EAST ELEVATION

KEYNOTES


















WE37 080351.23 ELECTRICAL PENETRATION TO BE REMOVEDAND TERMINATED FOR COMPLETE WINDOWRESTORATION - RE ELECTRICAL, ALT #01


4'0 8' 16'

A212/A1 SE-0A/01 DM 0.33 0.33 0.33 0.33 0.00 0.11 0.04 L A1/A407

A212/A1 SE-0A/02 CP1 0.00 0.00 0.00 0.00 2.00 0.00 0.00 L

A212/A1 SE-0A/03 RD 3.00 3.00 0.00 0.00 0.00 9.00 0.00 L

A212/A1 SE-0A/04 DM 0.50 0.50 0.00 0.50 0.00 0.25 0.13 L C1/A407

A212/A1 SE-0A/05 DM 1.00 0.50 0.00 0.67 0.00 0.50 0.34 L C1/A407

A212/A1 SE-0A/06 DM 0.67 0.67 0.50 0.50 0.00 0.45 0.22 L C3/A405

A212/A1 SE-01/02 CR2 0.00 0.00 0.00 0.00 1.00 0.00 0.00 G

A212/A1 SE-01/03 CR1 0.00 0.00 0.00 0.00 1.00 0.00 0.00 G

A212/A1 SE-01/04 CR1 0.00 0.00 0.00 0.00 1.00 0.00 0.00 G

A212/A1 SE-01/04 CR1 0.00 0.00 0.00 0.00 1.00 0.00 0.00 G

A212/A1 SE-02/01 CR1 0.00 0.00 0.00 0.00 2.00 0.00 0.00 L

A212/A1 SE-02/02 CR1 0.00 0.00 0.00 0.00 1.00 0.00 0.00 L

A212/A1 SE-02/03 DM 0.33 0.33 0.00 0.33 0.00 0.11 0.04 L C1/A407

A212/A1 SE-02/04 DM 0.67 0.33 0.00 0.33 0.00 0.22 0.07 L C1/A407

A212/A1 SE-05/01 RD 0.67 8.00 0.00 0.00 0.00 5.33 0.00 L

A212/A1 SE-05/02 DM 0.50 0.33 0.50 0.50 0.00 0.17 0.08 L C1/A407

A212/A1 SE-05/03 CP1 0.00 0.00 0.00 0.00 1.00 0.00 0.00 L A2/A404

A212/A1 SE-05/04 CR1 0.00 0.00 0.00 0.00 2.00 0.00 0.00 L

43 BR

To be donewith foxtrot

8-9-2016 gutter sub conditions walkJarek & Julia

102 head joints

Horiz brick joint3 3 3 18 1 23 5

Extra reglet6 18

9 pockets with wood to remove 1 ferrous fascia horizontal cramp

24" ferrouscramp 0.1.1 sq

10.10.0 ferrous0.1.1 sqMember is under tension

Conc exterior foundation wall,interior side of cheek wall issupported on a concrete beam

08.09.2017 Gutter sub conditions: J. Manglitz, J. Wolski

0 prep and paint exist anchors1 remove existing stone to stone crampsferrous cramp at corona course - treatment direction forthcomingferrous anchor at fascia course - treatment direction forthcoming 43 BR replacement

158 LF of repointing at brick24 LF additional of pointing at reglet

Remove wood plugs in stone @ 9 locations

SECOND FLOOR

100'-0"

THIRD FLOOR

114'-6"

FIRST FLOOR

88'-0"

FOURTH FLOOR

126'-3"

FIFTH FLOOR

137'-5"

ATTIC

150'-0"

201 205206a

TOP OF PARAPET

162'-2"

SS-04/01

SS-0A/23

SS-0A/20

SS-0A/22

SS-02/01

SS-02/04

SS-02/03 SS-02/05 SS-02/06

SS-0A/15

SS-05/08SS-05/07SS-05/06

SS-0A/14SS-0A/05

SS-0A/17SS-0A/06

SS-0R/01

SS-0A/07

SS-05/03 SS-05/04

SS-05/10

SS-03/01

SS-0A/03 SS-0A/19

SS-0A/02

SS-0A/04

SS-05/01

SS-02/02

SS-0R/02

SS-05/05

SS-0A/11

SS-0A/10

SS-0A/09

SS-0A/08

SS-0A/18SS-0A/16

SS-0A/13

SS-05/02

SS-0A/12

SS-0A/21SS-05/09

TYP AT PALMETTE

S11

S06

S07

BO WATERTABLE, TYP

S06 S03

S06

S07

S06

.

S01

S05

S09

UNO

BO WATERTABLE, TYP

S07

S03

S03

TYP THISCOURSE

S03

S06

S07

TYP THESECOURSES

FO

R A

DJA

CE

NT

ELE

VA

TIO

N S

EE

FO

R A

DJA

CE

NT

ELE

VA

TIO

N S

EE

A1/A

202

A1/A

212

.

.

S07

.1

0'-

2 1

7/1

28

"

.

.

.

S06

S07

TYP AT GRIFFIN

S07

BOCORNICETYP

S02TYP AT JT W/ HORIZTRAFFIC SURFACES

FOR DOME PLATFORMSOUTH ELEVATIONSEE B1/A216

SS-0A/01

206b

TYP THISCOURSE

TYP THISCOURSE

TYP THISCOURSE

TYP THISCOURSE

TYP THISCOURSE

S18

S17

S18

S17

. .

FOR EAST WING SOUTHELEVATION SEE

FOR WEST WING SOUTHELEVATION SEE

A1/A211A1/A203

DISMANTLESALVAGE ANDREINSTALLLIGHT FIXTURE;RE ELECTRICALFOR ALTS

DISMANTLESALVAGE &REINSTALLLIGHT FIXTURE;RE ELECTRICALFOR ALTS

TYP THISCOURSE

S19

S19

P08 TYP THIS ELEV.

S20

S20

S07

SS-02/07A202

B1

LIGHT FIXTURE PROVIDEDIN THIS CONTRACT; REELECTRICAL FOR ALTS











201 205202 203 204 DE01DN02

DE03

S01

S05

S09

S11

S07

S07

S07

BOHEADER

BO HEADER

BOHEADER

.

.

S06

.

S11

S07

S07

S16

S02

TYP AT JT W/HORIZ TRAFFICSURFACES

S16S16

DE01

TYP OF 2DOORHEADER

040342 CUTMASONRYFOR ELEC;FIXTURE REELEC

S01 S05S09S07 S11

TYP AT CEILING& COFFERS

.


DISMANTLESALVAGE &REINSTALL LIGHTFIXTURE;RE ELECTRICALFOR ALTS

S02

S06

S11

S11

S01

S05

S09

.

.

.

TYP OF BOTH SIDES

S07

S07

TYP ATNICHE ANDGARLAND

WINDOW INFILL PANEL


RUST



Date:

ADG Project:

Sheet No.

Drawn By:

Checked By:

Revisions:

Approved By:


KEY PLAN

TA Project #

15-007

EXTERIOR

REHABILITATION


6/28/2016 7:21:46 PM

A201

SOUTH WING

SOUTH

ELEVATION

JUNE 30, 2016

MS / SCK

JEM / TGR / JCW

KVK

2300 NORTH

LINCOLN

BOULEVARD

OKLA

HOMA CITY, OK 73105


OFFICE O

F M



HP15.007.00B

1/8" = 1'-0" A1SOUTH WING SOUTH ELEVATION

KEYNOTES

DE01 080311 DOOR AND FRAME TO BE RESTORED, ALT #02

DE03 DOOR CANNOT BE OPENED DUE TO INTERIORCONDITIONS. RESTORATION LIMITED TO EXTERIORSIDE OF DOOR AND FRAME, ALT #02

DN02 081113 ROTATING DOOR AND FRAME, TO BE REPLACEDWITH PAIR OF DOORS, ALT #02

P08 REINSTALL SALVAGED LIGHTNING PROTECTIONSYSTEM, FOR THE ENTIRE LENGTH OF THE PARAPET,RE ELECTRICAL ALT #05






S07 040310 SPOT TREATMENT ATMOSPHERIC CRUSTS(COLD WATER SOAK)

S09 040310 SPOT TREATMENT ATMOSPHERIC SOILING(MICRO-ABRASION)

S11 028716.13 REMOVE BIRD EXCREMENT




S19 040343 REPOINT WITH SEALANT FROM TOP TO BOTTOMOF ENGAGED COLUMN, RE B1/A403


1/8" = 1'-0" D3SOUTH PORTICO ELEVATION

4'0 8' 16'

4'0 8' 16' 1/8" = 1'-0" D2RCP SOUTH PORTICO

4'0 8' 16' 4'0 8' 16' 1/8" = 1'-0" D1PORTICO INTERIOR

Masonry Schedule A201 - A207

Elevation Repair IDRepairCode

Dimensions (ft) Calculations

NotesMasonry

TypeDETAIL

REFERENCE AlternateH W1 W2 D LAREA(sq-ft)

VOL(cu-ft)

A201/A1 SS-0A/01 DM 0.33 0.66 0.50 0.50 0.00 0.22 0.11 L C3/A405

A201/A1 SS-0A/02 RP2 3.66 5.33 1.00 1.00 0.00 19.52 19.52 8 L C1/A404

A201/A1 SS-0A/03 DM 1.33 0.67 0.00 0.50 0.00 0.89 0.44 L C3/A405

A201/A1 SS-0A/04 RP2 3.66 7.33 0.00 0.33 0.00 26.84 8.86 8 L A1/A404

A201/A1 SS-0A/05 RP2 3.66 6.00 0.00 0.33 0.00 21.96 7.25 8 L A1/A404

A201/A1 SS-0A/06 DM 0.33 0.50 0.00 0.33 0.00 0.17 0.06 L C1/A407

A201/A1 SS-0A/07 PA 0.33 0.33 0.00 0.00 0.00 0.11 0.00 L

A201/A1 SS-0A/08 DM 0.67 0.50 0.00 0.67 0.00 0.33 0.22 L A1/A407

A201/A1 SS-0A/09 DM 1.67 0.67 0.00 2.50 0.00 1.11 2.78 L A3/A407

A201/A1 SS-0A/10 PA 0.33 0.33 0.00 0.00 0.00 0.11 0.00 L

A201/A1 SS-0A/11 DM 0.33 0.50 0.00 0.33 0.00 0.17 0.06 L C1/A407

A201/A1 SS-0A/12 CR1 0.00 0.00 0.00 0.00 2.50 0.00 0.00 L

A201/A1 SS-0A/13 CR1 0.00 0.00 0.00 0.00 2.00 0.00 0.00 L

A201/A1 SS-0A/14 CR1 0.00 0.00 0.00 0.00 1.00 0.00 0.00 2 L

A201/A1 SS-0A/14 CR1 0.00 0.00 0.00 0.00 1.17 0.00 0.00 2 L

A201/A1 SS-0A/15 CR1 0.00 0.00 0.00 0.00 1.00 0.00 0.00 L

A201/A1 SS-0A/16 CP1 0.00 0.00 0.00 0.00 1.67 0.00 0.00 L

A201/A1 SS-0A/17 DM 0.33 0.50 0.00 0.33 0.00 0.17 0.06 L C1/A407

A201/A1 SS-0A/18 DM 1.67 0.67 0.00 1.00 0.00 1.11 1.11 L C1/A407

A201/A1 SS-0A/19 DM 1.00 1.00 0.50 0.53 0.00 1.00 0.53 L C3/A405

A201/A1 SS-0A/20 RP2 3.66 7.33 0.00 0.33 0.00 26.84 8.95 8 L A1/A404

A201/A1 SS-0A/21 RP2 3.66 5.33 1.00 1.00 0.00 19.52 19.52 8 L C1/A404

A201/A1 SS-0A/22 PA 0.33 0.33 0.00 0.00 0.00 0.11 0.00 L

A201/A1 SS-0A/23 PA 0.33 0.33 0.00 0.00 0.00 0.11 0.00 L

A201/A1 SS-0A/23 CP1 0.00 0.00 0.00 0.00 1.00 0.00 0.00 L

A201/A1 SS-0R/01 DM 0.33 0.33 0.00 0.33 0.00 0.11 0.04 L A1/A407

A201/A1 SS-0R/02 DM 0.33 1.50 0.00 0.33 0.00 0.50 0.17 L C1/A407

A201/A1 SS-02/01 CR1 0.00 0.00 0.00 0.00 1.50 0.00 0.00 2 L

A201/A1 SS-02/01 CR1 0.00 0.00 0.00 0.00 1.50 0.00 0.00 2 L

A201/A1 SS-02/02 CR1 0.00 0.00 0.00 0.00 2.00 0.00 0.00 L

A201/A1 SS-02/03 CR1 0.00 0.00 0.00 0.00 2.00 0.00 0.00 L

A201/A1 SS-02/04 CR1 0.00 0.00 0.00 0.00 2.00 0.00 0.00 2 L

A201/A1 SS-02/04 CR1 0.00 0.00 0.00 0.00 2.00 0.00 0.00 2 L

A201/A1 SS-02/05 CP2 0.00 0.00 0.00 0.00 1.50 0.00 0.00 4 L

A201/A1 SS-02/05 CP2 0.00 0.00 0.00 0.00 1.50 0.00 0.00 4 L

A201/A1 SS-02/06 DM 0.50 1.00 0.33 0.67 0.00 0.50 0.33 6 L C1/A407

A201/A1 SS-02/07 CP1 0.00 0.00 0.00 0.00 1.50 0.00 0.00 4 L

A201/A1 SS-03/01 PA 0.33 0.33 0.00 0.00 0.00 0.11 0.00 L

A201/A1 SS-04/01 CP1 0.00 0.00 0.00 0.00 1.00 0.00 0.00 L

A201/A1 SS-05/02 RD 0.67 7.33 0.00 0.00 0.00 4.89 0.00 L

A201/A1 SS-05/03 DM 1.33 0.67 0.00 0.67 0.00 0.89 0.59 4 L A1/A407

A201/A1 SS-05/04 CP2 0.00 0.00 0.00 0.00 4.00 0.00 0.00 4 L A2/A404

A201/A1 SS-05/05 CP2 0.00 0.00 0.00 0.00 1.00 0.00 0.00 4 L

A201/A1 SS-05/06 CP2 0.00 0.00 0.00 0.00 1.67 0.00 0.00 2, 4 L A2/A404

A201/A1 SS-05/06 CP2 0.00 0.00 0.00 0.00 1.83 0.00 0.00 2, 4 L A2/A404

A201/A1 SS-05/07 CP2 0.00 0.00 0.00 0.00 2.00 0.00 0.00 4 L A2/A404

A201/A1 SS-05/07 CP2 0.00 0.00 0.00 0.00 2.00 0.00 0.00 4 L A2/A404

A201/A1 SS-05/08 DM 2.50 0.67 0.67 1.33 0.00 1.67 2.22 4 L B1/A404

A201/A1 SS-05/08 RD 0.67 4.00 0.00 0.00 0.00 2.67 0.00 L

A201/A1 SS-05/09 RD 0.67 7.33 0.00 0.00 0.00 4.89 0.00 L

A201/A1 SS-05/10 DM 0.50 0.50 0.50 0.50 0.00 0.25 0.13 10 L B1/A405 SIM

A201/A1 SS-05/10 PA 0.33 0.33 0.00 0.00 0.00 0.11 0.00 10 L

2.0

FPRAx4PAX2

PAx2PAx2PAx2PAx2

PAx2

PAx2 PAx2 PAx2CR1 0.5

PAx2

PA PA

PA

PAx2

PAx3

PA

0.83 1.25 D2 2 helical @ 1/3points

PA

FP

RAx9 back sideRAx4 front

FPx2PAx2 back, PA near tailDM 0.5,0.5,0.33 at roof side foot - lightning anchor

PA

PAx4

PAx2PAPAx2DM 0.25, 7.0,1.0Top leading edge

PAx2 Anchor front and bottom patches

RAx4

DM 0.25, 0.25,0.5

Check chimeraAnd rake from India side

PA Place insul or shim, do not anchor

PA

PA

Place insul or shim, do not anchor

Place insul or shim, do not anchor

Install backer& seal joint

CR1 1.0

1.75

CR1 3.0PA

1.25 0.5

CP1 1.67

CR1 3.0

CR2 1.0 Fill existing DM jointNR

DM 0.33 0.75

Anchored PADM 0.25,0.5,0.25

1.0 0.5

NR 1.75

SS-05/06Use one hole for bothdirections

2.752.33

See pinningphoto above

0.75

CR1 0.75

DM 2.330.33 0.75DM face - pending detail review with ZFI

These two must be supported by pinson the sides to do face DM below

DM 0.33, 3.0,0.75

CR1 0.5

0.33 0.33CR1 0.5

PA PA

PA

PAPA

PAx3

PAx3

PA

PA

CR1 1.0 exist DMPA

DM 0.25,1.25,0.33

PAx2

CR1 0.75

CR1 0.5

PA

PA

DM 0.33,0.33, 0.5

DM 0.66,0.5,0.5

RAx4

PA ret

3.33DM 0.33,0.33, 0.5DM 0.33,0.5,0.5

CR1 0.33

DM 0.5,0.5,0.5

4.25

CP1 3.25

CR1 2.0 (2cracksback)

DM 0.5,0.17,0.17

CP1 1.25

CR1 1.0

CP1 0.66

CP1 0.33CR1 0.25

0.331.25 (2 CR @ face)

CP1 0.33

CP1 3.0CP2

1.5

CP2 0.66 ret

PAx2CR too tight to inject

2.67 0.5 1.0

11.01 and 02.2017 - Repair confirmation walk: J. Manglitz, L. Lesniak

Indicates that protection for window abatement was in place and obscured portionof facade


RA = remove anchor and patch

NR = no repair



Red dashed lines approximate scaffold levels during walk

see "Hotel inside" for portico interior, including returns andceiling

see "Hotel inside" forportico interior, including

returns and ceiling

see "Hotel inside" for porticointerior, including returns and

ceiling

SS-05/09Move this back so it's 5"at bottom = 1/2 thethickness at the bottom

RAx2

DM 0.25,1.0,0.33CR1 0.5 ret

NR

CP1 2.25

additional CP1repair, see schedule

DMR, seeschedule

DMR 0.66,3.0,0.66Use piece

DM 0.33,0.33,0.33PA top

Lower pin on angle tointercept east westcrack

Upper pin tointercept northsouth crack

SS-0A/X12 to X32SS-05/X06 to X10 SS-04/X09 to X15SS-03/X10 to X12SS-02/X24 to X40

SS-0A/X12

SS-0A/X13

SS-0A/X14

SS-0A/X15

SS-0A/X16

SS-0A/X17

SS-0A/X18

SS-0A/X19

SS-0A/X20

SS-0A/X21

SS-0A/X22

SS-0A/X23

SS-0A/X24

SS-0A/X25

SS-0A/X26

SS-0A/X27

SS-0A/X28

SS-0A/X29

SS-0A/X30

SS-0A/X31

SS-0A/X32

SS-0A/X33

SS-0A/X34

SS-0A/X35

SS-0A/X36

SS-0A/X37

SS-0A/X38

SS-0A/X39

SS-0A/X40

SS-0A/X41

SS-0A/X42

SS-05/X06

SS-05/X07

SS-05/X08

SS-05/X09

SS-05/X10

SS-04/X09 SS-04/X10

SS-04/X11SS-04/X12

SS-04/X13

SS-04/X14

SS-04/X15

SS-03/X10

SS-03/X11

SS-03/X12

SS-02/X24

SS-02/X25

SS-02/X26

SS-02/X27

SS-02/X28

SS-02/X29

SS-02/X30

SS-02/X31

SS-02/X32

SS-02/X33

SS-02/X34

SS-02/X35

SS-02/X36

SS-02/X37

SS-02/X37

SS-02/X37

SS-02/X37

SS-02/X38

SS-02/X39

SS-02/X40

SECOND FLOOR

100'-0"

THIRD FLOOR

114'-6"

FIRST FLOOR

88'-0"

FOURTH FLOOR

126'-3"

FIFTH FLOOR

137'-5"

ATTIC

150'-0"

201 205206a

TOP OF PARAPET

162'-2"

SS-04/01

SS-0A/23

SS-0A/20

SS-0A/22

SS-02/01

SS-02/04

SS-02/03 SS-02/05 SS-02/06

SS-0A/15

SS-05/08SS-05/07SS-05/06

SS-0A/14SS-0A/05

SS-0A/17SS-0A/06

SS-0R/01

SS-0A/07

SS-05/03 SS-05/04

SS-05/10

SS-03/01

SS-0A/03 SS-0A/19

SS-0A/02

SS-0A/04

SS-05/01

SS-02/02

SS-0R/02

SS-05/05

SS-0A/11

SS-0A/10

SS-0A/09

SS-0A/08

SS-0A/18SS-0A/16

SS-0A/13

SS-05/02

SS-0A/12

SS-0A/21SS-05/09

TYP AT PALMETTE

S11

S06

S07

BO WATERTABLE, TYP

S06 S03

S06

S07

S06

.

S01

S05

S09

UNO

BO WATERTABLE, TYP

S07

S03

S03

TYP THISCOURSE

S03

S06

S07

TYP THESECOURSES

FO

R A

DJA

CE

NT

ELE

VA

TIO

N S

EE

FO

R A

DJA

CE

NT

ELE

VA

TIO

N S

EE

A1/A

202

A1/A

212

.

.

S07

.10

'-2 17

/128"

.

.

.

S06

S07

TYP AT GRIFFIN

S07

BOCORNICETYP

S02TYP AT JT W/ HORIZTRAFFIC SURFACES

FOR DOME PLATFORMSOUTH ELEVATIONSEE B1/A216

SS-0A/01

206b

TYP THISCOURSE

TYP THISCOURSE

TYP THISCOURSE

TYP THISCOURSE

TYP THISCOURSE

S18

S17

S18

S17

. .

FOR EAST WING SOUTHELEVATION SEE

FOR WEST WING SOUTHELEVATION SEE

A1/A211A1/A203

DISMANTLESALVAGE ANDREINSTALLLIGHT FIXTURE;RE ELECTRICALFOR ALTS

DISMANTLESALVAGE &REINSTALLLIGHT FIXTURE;RE ELECTRICALFOR ALTS

TYP THISCOURSE

S19

S19

P08 TYP THIS ELEV.

S20

S20

S07

SS-02/07A202

B1

LIGHT FIXTURE PROVIDEDIN THIS CONTRACT; REELECTRICAL FOR ALTS











201 205202 203 204 DE01DN02

DE03

S01

S05

S09

S11

S07

S07

S07

BOHEADER

BO HEADER

BOHEADER

.

.

S06

.

S11

S07

S07

S16

S02


S16S16

DE01

TYP OF 2DOORHEADER


S01 S05S09S07 S11

TYP AT CEILING& COFFERS

.


DISMANTLESALVAGE &REINSTALL LIGHTFIXTURE;RE ELECTRICALFOR ALTS

S02

S06

S11

S11

S01

S05

S09

.

.

.

TYP OF BOTH SIDES

S07

S07

TYP ATNICHE ANDGARLAND

WINDOW INFILL PANEL


RUST



Date:

ADG Project:

Sheet No.

Drawn By:

Checked By:

Revisions:

Approved By:


KEY PLAN

TA Project #

15-007

EXTERIOR

REHABILITATION


6/28/2016 7:21:46 PM

A201

SOUTH WING

SOUTH

ELEVATION

JUNE 30, 2016

MS / SCK

JEM / TGR / JCW

KVK

2300 NORTH

LINCOLN

BOULEVARD

OKLA

HOMA CITY, OK 73105


OFFICE O

F M



HP15.007.00B

1/8" = 1'-0" A1SOUTH WING SOUTH ELEVATION

KEYNOTES

DE01 080311 DOOR AND FRAME TO BE RESTORED, ALT #02

DE03 DOOR CANNOT BE OPENED DUE TO INTERIORCONDITIONS. RESTORATION LIMITED TO EXTERIORSIDE OF DOOR AND FRAME, ALT #02

DN02 081113 ROTATING DOOR AND FRAME, TO BE REPLACEDWITH PAIR OF DOORS, ALT #02

P08 REINSTALL SALVAGED LIGHTNING PROTECTIONSYSTEM, FOR THE ENTIRE LENGTH OF THE PARAPET,RE ELECTRICAL ALT #05






S07 040310 SPOT TREATMENT ATMOSPHERIC CRUSTS(COLD WATER SOAK)

S09 040310 SPOT TREATMENT ATMOSPHERIC SOILING(MICRO-ABRASION)

S11 028716.13 REMOVE BIRD EXCREMENT




S19 040343 REPOINT WITH SEALANT FROM TOP TO BOTTOMOF ENGAGED COLUMN, RE B1/A403


1/8" = 1'-0" D3SOUTH PORTICO ELEVATION

4'0 8' 16'

4'0 8' 16' 1/8" = 1'-0" D2RCP SOUTH PORTICO

4'0 8' 16' 4'0 8' 16' 1/8" = 1'-0" D1PORTICO INTERIOR

TYP AT JT W/

HORIZ TRAFFIC

SURFACES

DISMANTLE

SALVAGE &

REINSTALL LIGHT

FIXTURE;

RE ELECTRICAL

FOR ALTS

S02

S06

S11S11

S01

S05

S09

.

.

.

TYP OF BOTH SIDES

S07

S07

TYP AT

NICHE AND

GARLAND

4' 08'16'

1/8" = 1'-0"D1 PORTICO INTERIOR 201 205202 203 204 DE01DN02

DE03

S01

S05

S09

S11

S07

S07

S07

BOHEADER

BO HEADER

BOHEADER

.

.

S06

.

S11

S07

S07

S16

S02


S16S16

DE01

TYP OF 2DOORHEADER


1/8" = 1'-0" D3SOUTH PORTICO ELEVATION4'0 8' 16'

PA

DM0.83,0.5,0.33,0.33

DM 0.33,0.25,0.25,0.25

CP2 0.66on cofferwall

DM 0.5,0.33,0.66Helical on angle from side

DM 0.5, 0.66, 0.5Helical on angle from side

CR1 0.5Coffer wall

CR1 0.5Coffer wall

CR1 0.5On coffer wall

PA

CP2 3.0 All pins from east, 3 total

CR1 1.0 coffer wall

RD 0.5,8.0full ht of molding all the way across

PA

PA

DM 0.17, 1.0, 0.25

PA

PA

CR1 0.25

PAPAx2

CR1 0.66

PAx6

PA

PA

PA

PA

PA

PA

PAx2

PA

PA

DM 0.25,0.33,0.33

PA

RAx4

RAx13CP1 1.0 1/8 pin

CP1 0.66

RA

DM 0.17, 0.5,0.25Granite base as one pieceRA south retRAx4

PA s ret

DM 0.5,0.66,0.0.33

CP1 0.75; PA

RAx9

DM 0.25,0.33,0.25RAx2

BUILDING PROPER WALL

FREE STANDING COLUMNS

CP1 1.75DM 0.17,0.5,0.17

PA

PA

CP1 1.75

DM0.17,0.33,0.25,0.25

RAx3

CP1 1.25SS-05/X01

SS-05/X02

SS-05/X03

SS-04/X01

SS-04/X02

SS-04/X03

SS-04/X04

SS-04/X05

SS-03/X01

SS-03/X02

SS-03/X03

SS-03/X04

SS-02/X05

SS-02/X06

SS-02/X01

SS-02/X02

SS-02/X03

SS-02/X04

SS-02/X07SS-05/X01 to X03SS-04/X01 to X05SS-03/X01 to X04SS-02/X01 to X07

SS-0A/X01 to X11

SS-0A/X01

SS-0A/X02

SS-0A/X03

SS-0A/X04

SS-0A/X05

SS-0A/X06

SS-0A/X07SS-0A/X08

SS-0A/X09

SS-0A/X10

SS-0A/X11

DM 0.33,0.33,0.33

RA on granite door return

SS-05/X04 to X04SS-04/X06 to X06SS-03/X05 to X07SS-02/X08 to X17

SS-05/X04

SS-04/X06

SS-03/X05

SS-03/X06

SS-03/X07

SS-02/X08

SS-02/X09

SS-02/X10

SS-02/X11

SS-02/X12

SS-02/X13

SS-02/X14

SS-02/X15

SS-02/X16

SS-02/X17

SS-05/X05 to X05SS-04/X07 to X07SS-03/X08 to X08SS-02/X18 to X22

SS-05/X05

SS-03/X08

SS-04/X07

SS-02/X18

SS-02/X19

SS-02/X20

SS-02/X21

SS-05/SS-04/X08 to X08SS-03/X09 to X09SS-02/X23 to X23

RAx4SS-02/X22

SS-04/X08

SS-04/X09

SS-02/X23

11.01 and 02.2017 - Repair confirmation walk: J. Manglitz, L. Lesniak



RA = remove anchor and patch

NR = no repair



Red dashed lines approximate scaffold level

SECOND FLOOR

100'-0"

THIRD FLOOR

114'-6"

FIRST FLOOR

88'-0"

BASEMENT

74'-0"

FOURTH FLOOR

126'-3"

FIFTH FLOOR

137'-5"

ATTIC

150'-0"

113A2

114A2

115A2

215A1

214A1

213A1

101

TOP OF PARAPET

162'-2"

SW-0A/01 SW-0A/02 SW-0A/03 SW-0A/04 SW-0A/05

SW-04/01

SW-03/03

SW-03/04

SW-03/02

SW-03/01

SW-02/01 SW-02/02 SW-02/03

SW-01/04SW-01/03

S18

.

.

S03S06

S03S06

.

S03

S01

S05

S10

UNO

S18

S07

TYP BOCORNICE

DN01 S07 S08

BO DOORHEADER

S07


S07

BO WATERTABLE TYP

FO

R W

ES

T W

ING

SO

UT

H E

LE

VA

TIO

N S

EE

.

A1/A

203

S15

TO PEDESTALS02

TYP AT JTW/ CONC

S08S08 S02

FO

R S

OU

TH

WIN

G S

OU

TH

ELE

VA

TIO

N S

EE

A1/A

201

.

S06

S07

FOR WEST WING WESTELEVATION SEE A1/A204

S17

.

S16


WE25

WE28 WE28

WE25

WE44

S15

48"

.


S15

S16S16


S07

DISMANTLESALVAGE &REINSTALL

LIGHT FIXTURE;RE ELECTRICAL

TYP THISCOURSE

TYP THISCOURSE

TYP THISCOURSE

TYP THISCOURSE

TYP THISCOURSE

TYP THISCOURSE

TYP

S12

TYP ATSTONEGUTTER

S14

NEW LIGHTFIXTURE, REELECTRICAL

S20

.

S02

AT JT W/ HORIZTRAFFIC SURFACES

.

AT JT W/ HORIZTRAFFIC SURFACES

S07

TYP THISELEMENT











WINDOW INFILL PANEL


RUST



SIM. LEFT SIDE OF PORTICO

CLE

AR

TO

B.O

. F

IXT

UR

E

7'-6"

EQ EQ

040342 CUT MASONRY FORELEC; FIXTURE RE ELEC

+/- 14'-4"

Date:

ADG Project:

Sheet No.

Drawn By:

Checked By:

Revisions:

Approved By:


KEY PLAN

TA Project #

15-007

EXTERIOR

REHABILITATION


6/28/2016 7:21:49 PM

A202

SOUTH WING

WEST ELEVATION

JUNE 30, 2016

MS / SCK

JEM / TGR / JCW

KVK

2300 NORTH

LINCOLN

BOULEVARD

OKLA

HOMA CITY, OK 73105


OFFICE O

F M



HP15.007.00B

1/8" = 1'-0" A1SOUTH WING WEST ELEVATION4'0 8' 16'

KEYNOTES








S08 040310 TREAT FERROUS STAIN (CHEMICAL) 1SF/LOCATION UNO












1/4" = 1'-0" B1PORTICO LIGHT ELEVATION0 2' 4' 8'

A202/A1 SW-0A/01 DM 0.67 0.50 0.50 0.50 0.00 0.34 0.17 L C3/A405

A202/A1 SW-0A/02 DM 0.33 0.33 0.00 0.33 0.00 0.11 0.04 L B3/A404

A202/A1 SW-0A/03 DM 0.67 0.50 0.50 0.50 0.00 0.34 0.17 L C3/A405

A202/A1 SW-0A/04 RD 3.66 7.00 0.00 0.00 0.00 25.62 0.00 L

A202/A1 SW-0A/05 DM 0.50 0.50 0.00 0.33 0.00 0.25 0.08 L B3/A404

A202/A1 SW-01/03 CR1 0.00 0.00 0.00 0.00 1.00 0.00 0.00 G

A202/A1 SW-01/04 CR1 0.00 0.00 0.00 0.00 1.00 0.00 0.00 G

A202/A1 SW-02/01 CR1 0.00 0.00 0.00 0.00 1.50 0.00 0.00 L

A202/A1 SW-02/02 DM 0.33 0.67 0.50 0.50 0.00 0.22 0.11 L A1/A407

A202/A1 SW-02/03 CR2 0.00 0.00 0.00 0.00 2.00 0.00 0.00 L

A202/A1 SW-03/01 DM 0.67 0.50 0.33 0.33 0.00 0.33 0.11 L C1/A407

A202/A1 SW-03/02 DM 0.33 0.67 0.00 0.33 0.00 0.22 0.07 L C1/A407

A202/A1 SW-03/03 CR1 0.00 0.00 0.00 0.00 2.00 0.00 0.00 L

A202/A1 SW-03/04 CR1 0.00 0.00 0.00 0.00 2.00 0.00 0.00 L

A202/A1 SW-04/01 CR2 0.00 0.00 0.00 0.00 2.00 0.00 0.00 4 L

Masonry Schedule A201 - A207

Elevation Repair IDRepairCode

Dimensions (ft) Calculations

NotesMasonry

TypeDETAIL

REFERENCE AlternateH W1 W2 D LAREA(sq-ft)

VOL(cu-ft)

01. 2018 - Repair confirmation walk:



RA = remove anchor (per specs) and patchRA* = remove anchor and patch, if conduit is to be removed

NR = no repair



17. L.lesniak and j Manglitz

GUTTER REPAIRS

Stone joints to point: 26 LF (6.8.0 reglet at end, 18.6.0 second reglet on corona)Brick joints to repoint: 163 LF (11.2.0, 2.0, 150 head joints)BR (Bricks to replace) : 59Remove one wood anchor Remove one ferrousPrep and paint one ferrous anchor

RA

Prep & paint

Ferrous Metal anchor in gutter

Prep, paint, protect anchor; forthcoming ASI

Ferrous Metal anchor in corona

PAx2

Temp protection obscures cap stone -count RA repairs later

PAx6

PA

PAx2

CP1 2.75, PA

PAPA

CP1 2.75

PAPA at reglet

CP1 2.75 first cap onJuliette

PAx2 on first ashlar onJuliette

PA

CR1x2 0.66, 1.0

CP1 1.66; forthcoming ASI

CP1 1.0, CR1 0.66, PA; forthcoming ASI

PA, CR1 0.75, CR1 0.5

DM 0.5,0.5,0.5

PA x4 anchoredPA anchored

0.5 0.33

PA0.5

PA

DM 0.25,0.66,0.33

DM 1.0,0.33, 0.5DM 0.33, 0.5, 0.5

CR1 0.75

PAHighlighted area to be donewith A203 / Juliette

PA

DM (upper)1.0,0.75,1.0 thru pin from south, slide up into place DM (lower) 0.66,0.75,0.1.0

PA

PA

RP2 3.5,7.17,0.33RP2 3.5,7.17, 0.33

RP2 0.33

RP2 3.5,7.17, 0.33PA

RP2 3.5,4.5,1.0,0.33

RP2 3.5,2.66,0.33

PA, DM 2.5,1.17,1.75

DM 0.33,0.5,0.5 headDM 0.33, 0.33, 0.5 wing tip (scaling, erosion)DM 0.75,0.75,0.75 at leaf/perchRD 0.33,0.33 top of lower leaf

PA

DM upper 0.66, 6.25, 0.83DM lower 1.66, 5.25,0.66

DM 0.66, 4.0, 0.83

RD 1.5,0.75 top of cap andwing, see photo above

DM 2.5, 7.0, 0.83 (3" thick at bottom), PA

DM 0.33,0.5,0.33

PA, fret

PA

CR1 2.33

PAx3

DM 0.5, 1.33,0.33

PA

PAPA

PA

PAPA ret

PA ret

CR1 0.5

PAPA

PA

PAPA

PAx2

Remove striping as part ofrepair

PA ret

PA

PA

CP1

0.5 0.25 0.250.07PA

0.25 0.83PA

PA

PA

PA

PA ret

CP1 0.75

CR1 0.33

PA

0.5

CR1 0.66

RAx3

PA

0.5 0.83 0.66

PA

CP1

Remove striping

PACP1 2.0

CR1 0.83, PA ret

PA ret

PAx2

RAsoffit

RA retDM 0.66, 1.0, 0.25

RA ret

PA

CR1x2 0.66, 0.66 PA

CR1 1.33

CR1 1.75

DM 0.5,0.83, 0.5

End of tarp

RA back

RA back

RAx2 back

DM 0.5, 0.5, 0.42

PA

Reds to be reviewed, stored materials, scaffold but no planksCR1 1.25

CR1 0.5

CR1 0.75 (1.5 more still hassilicone)

PA

RA

RA

RA

PA

Rust stain

RAx4 sill

PA

PA

PA retPAx4

PA

PA

WS-0A/X01

WS-0A/X02

RA

SW-0A/X01

SW-0A/X02

SW-0A/X03SW-0A/X04

SW-0A/X05SW-0A/X06

SW-0A/X07

SW-0A/X08

SW-0A/X09 SW-0A/X11

SW-0A/X10

SW-0A/X12

SW-0A/X12

SW-0A/X13

SW-0A/X14

SW-0A/X16

SW-0A/X15

SW-0A/X17

SW-0A/X18

SW-0A/X19

SW-0A/X20

SW-0A/X21

SW-0A/X22

SW-0A/X23

SW-0A/X24

SW-0A/X25

SW-0A/X26

SW-0A/X27

SW-0A/X28

SW-0A/X29

SW-05/X14

SW-05/X15

SW-05/X01

SW-05/X02

SW-05/X03

SW-05/X04

SW-05/X07

SW-05/X07

SW-05/X05

SW-05/X06

SW-05/X08

SW-05/X09

SW-05/X10

SW-05/X11

SW-05/X12

SW-05/X13

SW-05/X16

SW-05/X17

SW-05/X18

SW-04/X01

SW-04/X02

SW-04/X03

SW-04/X04SW-04/X05

SW-04/X06

SW-04/X07

SW-04/X08

SW-04/X09

SW-04/X10

SW-04/X11

SW-04/X12

SW-03/X01

SW-03/X02

SW-03/X03

SW-02/X01

SW-02/X02

SW-02/X03

SW-02/X04

SW-02/X05

SW-02/X06

SW-02/X07

SW-02/X08

SW-02/X09

SW-02/X10

SW-02/X11

SW-02/X12

SW-02/X13

SW-02/X14

SW-02/X15

SW-02/X16

SW-02/X17

SW-02/X18

SW-02/X19

SW-02/X20

SW-02/X21

SW-01/X01

SW-01/X02

SW-01/X03

SW-01/X04

SW-01/X05

SW-01/X06

SW-01/X07

SW-01/X08

SW-01/X09

SW-01/X10

SW-01/X11

SW-01/X12 SW-01/X13

SW-01/X14

SW-01/X15

SW-01/X16

SW-01/X17SW-01/X18

SW-01/X19

SW-01/X20

SW-01/X21

SW-01/X22

ContentsSummary MONTHLY CONSTRUCTION PROGRESS...

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