c:users ataliegoogle driveprojects 9 project folder19 …...dismantle non-historic "belvidere...

BCD

/5 AD-320

225224223222221220219

106

104

216 217 218

100A 102 103

61' - 9" +/-

2' -

5"

1

(E) DOWNSPOUT AND COLLECTORHEAD TO REMAIN. UNINSTALL ANDREINSTALL AS REQUIRED TOCOMPLETE WORK.

2

4

5

4

5

NOTE: OPEN MASONRY JOINTS AND CRACKS ARE ASSUMED TO EXTEND BEHIND CORNICE, V.I.F.

3' - 4"

3' -

9"

21' - 4"

5

6' -

8"

1' - 5"

5

5

/3 AD-320

/2 AD-320

3

6

3

5' -

5"

2' - 6"

5 4

1' - 1" 1' - 2" 7' - 5" 7' - 8" 7' - 6"

6

29' -

8"

36' -

5"

2' -

6"

4

4

2' - 8" 5' - 5" 2' - 2" 2' - 9"

10' - 0" 9' - 0" 5' - 0"

8' -

8"

3' - 0"

6' -

0"

4' - 0"

5' -

0"

16' -

0"

11' -

0"

10' - 0"5' - 1"

7' -

0"

3' - 5"

2' -

0"

4' -

0"

3' -

0"

3

4' -

0"

3' - 0"CONTINUERECONSTRUCTION/REPAIRSAROUND SOUTH CORNERAPPROX. 24"

CONTINUE RECONSTRUCTION/REPAIRSAROUND NORTH CORNER APPROX. 24"

/4 AD-320

9

73' - 0"

8' -

7"

8 8 8 8 8

8 8 8

NOTES:

• NOT ALL KEYNOTES ARE USED ON ALL SHEETS.• CONTRACTOR TO VERIFY IN FIELD ALL DIMENSIONS AND

EXISTING CONDITIONS PRIOR TO COMMENCEMENT OFWORK.

• NOTIFY ARCHITECT IF CONDITIONS IN FIELD DO NOTMATCH CONDITIONS SHOWN ON DRAWINGS.

• COORDINATE REQUIRED CLOSURES OF BUILDING ANDSITE ACCESS WITH OWNER PRIOR TO COMMENCEMENTOF WORK.

• FACADE ACCECSS SHALL BE BY BOOM LIFT OR PIPESCAFFOLDING

KEYNOTES

X DEMO SYMBOL

REMOVE PAINT FROM ALL BRICK/MASONRY/PARGED SURFACES ON EAST ELEVATION TO INSPECT CONDITION OF MATERIAL BEHIND. CONTRACTOR TO PREPARE AND SUBMIT A PAINT REMOVAL PLAN WITH ALL PRODUCT DATA FOR REVIEW AND APPROVAL BY ARCHITECT.

ASSESS CONDITION OF BRICK IN THE FIELD FOLLOWING PAINT REMOVAL. ASSUME SHOOFLY WILL REMAIN UNPAINTED. CONTRACTOR TO CARRY AN ALLOWANCE TO PAINT THE SHOOFLY SHOULD IT BE DEEMED NECESSARY. BELIVDERE IS TO BE REPAINTED WITH BREATHABLE PAINT. CONTRACTOR TO SUBMIT PRODUCT DATA FOR REVIEW AND APPROVAL BY ARCHITECT. COLORS TO BE DETERMINED BY OWNER AND ARCHITECT.

1. DISMANTLE NON-HISTORIC CORNICE. SALVAGE BRACKETS ANDREUSABLE COMPONENTS (FOR NEW USE). LABEL AND STORE INSIDETHE BUILDING. DISCARD ALL OTHER COMPONENTS.

2. DISMANTLE NON-HISTORIC "BELVIDERE THEATER" SIGN. SALVAGEBRACKETS AND REUSABLE COMPONENTS (FOR NEW USE). LABEL ANDSTORE INSIDE THE BUILDING. DISCARD ALL OTHER COMPONENTS.REPAIR MASONRY BEHIND. ASSUME 50% REPLACEMENT.

3. AREAS OF SERIOUS MASONRY REPAIRS: ASSESS CONDITIONFOLLOWING PAINT REMOVAL. REPLACE DETERIORATED BRICK ASREQUIRED. INVESTIGATE IF FEASIBLE TO TURN BRICKS TO EXPOSEINTERIOR FACE. PROVIDE NEW BRICK TO MATCH HISTORIC IN ALLMANNERS FEASIBLE. PROVIDE BRICK MATCH SAMPLES FORARCHITECT AND OWNER'S REVIEW AND SELECTION. RECONSTRUCTAND REPOINT. NEW MORTAR TO MATCH HISTORIC IN ALL MANNERS.CONTRACTOR TO PROVIDE MOCK-UP SAMPLES FOR ARCHITECT'SAPPROVAL (REFER TO THE MORTAR ANALYSIS). ASSUME 20%ADDITIONAL BRICK REPLACEMENT BEYOND THAT SHOWN. REFER TOPATTERN:

4. REPOINT OPEN JOINTS IN SOUND BRICK AREAS. NEW MORTAR TOMATCH HISTORIC IN ALL MANNERS. CONTRACTOR TO PROVIDE MOCK-UP SAMPLES FOR ARCHITECT'S APPROVAL (REFER TO THE MORTARANALYSIS). CONFIRM BRICK CONDITION FOLLOWING PAINT REMOVAL.ASSUME 20% REPOINTING BEYOND THAT SHOWN. REFER TOPATTERN:

5. REPAIR CRACK WITH HELICAL TIES, SEE STRUCTURAL DETAILS. REFERTO LINE:

6. PATCH MASONRY SUBSTRATE WHERE DETERIORATED AND NEWPROVIDE PARGE COAT TO MATCH EXISTING. REFER TOPATTERN:

7. REMOVE BRICK INFILL FROM HISTORIC WINDOW OPENING TO CREATE4" MASONRY RECESS. INSTALL STONE SILL TO MATCH ADJACENTHISTORIC SILLS.

8. FOLLOWING MASONRY REPAIRS, INSTALL RECREATED WINDOW HOOD.REFER TO:

9. FOLLOWING MASONRY REPAIRS, INSTALL RECREATED CORNICE.

ALTERNATE: INSTALL RECREATED ARMORY SIGN.NOTE: IF ALTERNATE IS SELECTED, PARTIAL DEMOLITION OF SHEDROOF WILL BE REQUIRED FOR INSTALLATION AND TEMPORARYWATERPROOFING/FLASHING WILL BE REQUIRED.

REFER TO:

EAST ELEVATION - FACADE REPAIR

X SALVAGESYMBOL

X WINDOW TAG

X DOOR TAGX NEW WORK SYMBOL

SYMBOL LEGEND

/1 AD-321

/1 AD-322

1

2

5

3

5

4

3

+/- 24"

Date

Drawn By

Checked By

Project Number

Scale

1738 Wynkoop Street, Suite 100 Denver, Colorado 80202

www.formworksdesigngroup.com303.598.6545

As indicated

AD-320

EAST ELEVATION - FACADEREHABILITATION

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No. Description Date

3/16" = 1'-0"1 EAST ELEVATION - FACADE REHABILITATION

N.T.S.2 PHOTO - BELVIDERE SIGNN.T.S.5 PHOTO - SHOOFLY SOUTH CORNER

N.T.S.3 PHOTO - CRACKS AT WINDOW 223 HEADN.T.S.4 PHOTO - BELVIDERE NORTH CORNER

EAST

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MISSING WINDOW. RECESS MASONRY AND INSTALL STONE SILL

6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0"

AD-3222

AD-3231 ALTERNATE

RECREATE CORNICE TO MATCH HISTORIC DETAILS.REFER TO PHOTOGRAPHS AND DETAILS. BASIS OF DESIGN IS TO RECREATE THESE ELEMENTS IN WOOD, HOWEVER, IF CONTRACTOR HAS PROPOSED ALTERNATIVES THE OWNER & ARCHITECT WILL CONSIDER ALTERNATIVE PRODUCT SUBMITTALS.

ALTERNATE: RECREATE ARMORY HALL SIGN TO MATCH HISTORIC DETAILS. REFER TO PHOTOGRAPHS AND DETAILS. BASIS OF DESIGN IS TO RECREATE SIGN IN WOOD, HOWEVER, IF CONTRACTOR HAS PROPOSED ALTERNATIVES THE OWNER & ARCHITECT WILL CONSIDER ALTERNATIVE PRODUCT SUBMITTALS.

Date

Drawn By

Checked By

Project Number

Scale



As indicated

AD-321

EAST ELEVATION - HISTORICPHOTOS & RECREATED

CORNICE

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1/4" = 1'-0"2 HISTORIC PHOTO OF EAST ELEVATION

1/4" = 1'-0"3 HISTORIC PHOTO OF EAST ELEVATAION 21/4" = 1'-0"4 HISTORIC PHOTO OF EAST ELEVATION 3

3/16" = 1'-0"1 NEW CORNICE & ARMORY SIGN DETAIL

EAST

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2"2"

2"2"

2" 8" 2"

2 1/

2"

6"

4 1/

2"3

1/2"3"

1' - 0"

1 1/2"

5/8"

1 1/2"

6"

6" 6"

2"2"

8"4"

4"1'

- 2"

3"

2' - 0"

2"

1"

2"

1"

2" 7" 2"

1" 1"

2" 3"

1"

R 0' - 4"R 0' - 3 1/2"

R 0' - 2 1/2"

R 1' - 0"R 0' - 1"

R 0' - 2"

R 0' - 1"

1' - 0" 2"

RECESS

RECESS

RECESS

RECESS

3' -

2"

6' - 0"

9"

3" 3" 3"

5' - 8"

RECESS

3' -

2"

RECESS DENTIL

1"

A B C SECTION CSECTION BSECTION A

1"

5"

1" 1" 1"

9"

1" 1"

2"

1' - 10"1' - 10"

1"

5"

1" 1"1"

7" 3"

1"

2"

+/-

10" 10" 10" 10" 10" 10"

+/-

10"

2"2"

2"2"

4"2"

4"2"

5"2"

2"

1" 6"3"

2"2"

2"1'

- 1"

5"2"

2"

1" 6"3"

V.I.F.

EXISTING WINDOW 8"

8"11

"

8"

1"1"2

"2"

8"

11"

11"

A B CSECTION A SECTION B

2" 2"

1"

1" 3"

11"

8"

SECTION C

6"

11"

8"9"

CHAMFER

EXISTING WINDOW

RECREATED WOOD WINDOW HOOD

PROVIDE PRE-FINISHEDMETAL FLASHING CAP. IMBED IN MASONRY JOINT. COLOR TO MATCHHOOD PAINT.

RECREATED WOOD WINDOW HOOD.PREP, PRIME AND PAINT.

PROVIDE PRE-FINISHEDMETAL FLASHING CAP. IMBED IN MASONRY JOINT. COLOR TO MATCH HOOD PAINT.


PROVIDE PRE-FINISHEDMETAL FLASHING CAP. IMBED IN MASONRY JOINT. COLOR TO MATCH HOOD PAINT.


PROVIDE SPACES IN SEALANTFOR WEEP HOLES ALONG BOTTOM SEAM BETWEEN HOOD AND MASONRY.


EXISTING WINDOW


EXISTING WINDOWOR MASONRY RECESSWHERE OCCURS.

NOTE: THESE DETAILS DEPICT THE APPROXIMATE PROFILES AND FEATURES OF THE HISTORIC COMPONENTS BASED ON THE HISTORIC PHOTOGRAPHS AVAILABLE. CONTRACTOR AND DESIGN TEAM WILL WORK TOGETHER TO DETERMINE FINAL DETAILING AND CONSTRUCTION OF ELEMENTS. ANCHORING AND FLASHING TO BE WORKED OUT WITH CONTRACTOR, OWNER, ARCHITECT AND STRUCTURAL ENGINEER DURING SHOP DRAWING PHASE.

Date

Drawn By

Checked By

Project Number

Scale



1" = 1'-0"

AD-322

EAST ELEVATION - CORNICE& WINDOW HOOD DETAILS

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1" = 1'-0"2 RECREATED CORNICE ENLARGED DETAILS

1" = 1'-0"1 RECREATED WINDOW HOOD DETAILS

EAST

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HALLMORY

1' -

7"2'

- 0"

7"2'

- 1"

1' -

0"

7" 1' - 8" 3' - 2" 3' - 0"

3' - 0" 12' - 8" 3' - 0"

1' - 6" 1' - 6"5"

4"

A B C

1' -

4"

9"2"

5"

1' - 8" 1' - 6"

1' -

0"

2"2"2"

1"5"(E) MASONRY PARAPET

(E) ROOF TO BE REPLACED IN "BELVIDERE PHASE"

DIAGONAL KICKERS PER STRUCTURAL

PROVIDE TEMPORARY WATERPROOFINGOVER FRAMING AND TIE IN TO (E) ROOF

VERIFY IN FIELD

EXISTING

RECREATED "ARMORYHALL" SIGN

1"

3"

1"1"1"

11"

3' -

3"5"

1"4"

2"1'

- 8"

6" 4" 8"

PROVIDE PRE-FINISHED SHEET METAL FLASHING AT TOP OF SIGN. COLOR TO MATCH SIGN

CARVED DECORATION

1' - 6"

BOX OUT AREA BEHIND PARAPET WITH FRAMING AS DIRECTED BY STRUCTURAL

(E) MASONRY PARAPET

BOX OUT AREA BEHIND PARAPET WITH FRAMING AS DIRECTED BY STRUCTURAL

DIAGONAL KICKERS PER STRUCTURAL

PROVIDE TEMPORARY WATERPROOFINGOVER FRAMING AND TIE IN TO (E) ROOF

RECREATED "ARMORYHALL" SIGN

PROVIDE PRE-FINISHED SHEET METAL FLASHING AT TOP OF SIGN. COLOR TO MATCH SIGN

CARVED DECORATION

CARVED DECORATION

1"

3"

1"1"

1' - 0"

8"1"

5"

VER

IFY

IN F

IELD

EXIS

TIN

G

VERIFY IN FIELD

EXISTING

4"3"

3"7"

1' -

4"1" 4"

2"

7"

(E) MASONRY PARAPET

(E) ROOF TO BE REPLACED IN "BELVIDERE PHASE"

CARVED DECORATION

1"1"

4"1"

2"

FACE OF SIGN

VER

IFY

IN F

IELD

EXIS

TIN

GVERIFY IN FIELD

EXISTING

SECTION C

SECTION A SECTION B

R 11'-6"

NOTE: THESE DETAILS DEPICT THE APPROXIMATE PROFILES AND FEATURES OF THE HISTORIC COMPONENTS BASED ON THE HISTORIC PHOTOGRAPHS AVAILABLE. CONTRACTOR AND DESIGN TEAM WILL WORK TOGETHER TO DETERMINE FINAL DETAILING AND CONSTRUCTION OF ELEMENTS. ANCHORING AND FLASHING TO BE WORKED OUT WITH CONTRACTOR, OWNER, ARCHITECT AND STRUCTURAL ENGINEER DURING SHOP DRAWING PHASE.

RECREATED CORNICERE: /2 AD-322



6' -

3"

3' -

11"

Date

Drawn By

Checked By

Project Number

Scale



3/4" = 1'-0"

AD-323

ALTERNATE - ARMORY HALLSIGN DETAILS

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3/4" = 1'-0"1 RECREATED ARMORY SIGN

EAST

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EXISTING MORTAR BED JOINT

DO NOT DAMAGE BRICK UNITS DAMAGED BRICK UNITS MUST BE REPLACED AT NO COST TO THE OWNER

EXISTING MORTAR JOINTS

"HALF-MOONS" CREATED BY GRINDER ARE UNACCEPTABLE AND MUST BE REMOVED VIA MANUAL CHIPPING OR OTHER MEANS TO ACHIEVE A UNIFORM 3/4" MIN DEPTH

NOTE: MOCKUP IS REQUIRED

TYPICAL JOINT REPAIR

TYPICAL REPOINTING REPAIR

3/4" MIN

BACK OF JOINT SHALL BE SQUARE

TYPICAL MASONRY UNIT

REMOVE MORTAR AT ALL DESIGNATED MORTAR JOINTS TO A DEPTH OF 3/4" MINIMUM, OR UNTIL SOUND MORTAR LOCATED. DO NOT GRIND THROUGH ANY STEEL EMBEDMENTS, IF ENCOUNTERED

TUCKPOINT GROUND-OUT JOINT W/ THREE (3) 1/4" LIFTS OF MORTAR. WAIT UNTIL PREVIOUS MORTAR IS THUMB-PRINT HARD BEFORE TUCKPOINTING NEXT LAYER. PRE-HYDRATE TUCKPOINTING MORTAR AND JOINT AS DEFINED IN THE PROJECT SPECIFICATIONS

1/4" EACH

TOP VIEWREMOVE STUCCO TO ACCESS MORTAR JOINTS AND CRACKED BRICK UNITS, REPLACE PER ARCH DWGS

ELEVATION

EQ EQ

6mm x 3'-0 STAINLESS STEEL FLUTED ROD (HELIBAR) INSERTED IN EVERY SEVENTH MORTAR JOINT ACROSS CRACK, MIDWAY BETWEEN HEADER COURSING

REPLACE CRACKED BRICK UNITS WHERE OCCURING SECTION

1 1/2"

RAKE OR CUT 3/8" x 1 3/4" SLOTS IN (E) MORTAR JOINT. CLEAN, PRIME, AND APPLY BEAD OF GROUT (HELIBOND). INSERT SS ROD, APPLY A SECOND BEAD OF GROUT AND FINISH 1/2" BACK FROM FACE OF BRICK. ALLOW GROUT TO CURE. RE-POINT MORTAR JOINT

1 1/

2"

SEE ARCH

(E) OPENING

ELEVATION

6mm x 1'-4 STAINLESS STEEL FLUTED ROD (HELIBAR) INSERTED IN EVERY FOURTH BRICK ACROSS HEADER

REPLACE CRACKED BRICK UNITS WHERE OCCURING

SECTION

1 1/2"

RAKE OR CUT 3/8" x 1 3/4" SLOTS IN (E) MORTAR JOINT. CLEAN, PRIME, AND APPLY BEAD OF GROUT (HELIBOND). INSERT SS ROD, APPLY A SECOND BEAD OF GROUT AND FINISH 1/2" BACK FROM FACE OF BRICK. ALLOW GROUT TO CURE. RE-POINT MORTAR JOINT

6mm STAINLESS STEEL HELIBAR CENTERED OVER OPENING IN JOINT ABOVE WINDOW HEADER. SEE FOR ADD'L INFO

3/S-107E

1'-0" 1'-0"

SEE ARCH

(E) OPENING

ELEVATION

WOOD WINDOW HOOD, RE: ARCH. CONNECT TO BRICK WALL WITH (2)5/8"ø STAINLESS STEEL THRUBOLTS, WITH OVERSIZE WASHER.RECESS EXTERIOR NUTS & WASHERS& PLUG HOLE

Date

Drawn By

Checked By

Project Number

Scale



JVA #17871.2

S-107E

FACADE DETAILS

BE

LV

IDE

RE

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EA

TE

R

AUGUST 24, 2019 JJ

LG indicated

19-001

CE

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ITY

CO

LO

RA

DO

80

42

7


3" = 1'-0"S-107E

SECTION1

6" = 1'-0"S-107E

SECTION2

3/4" = 1'-0"S-107E

DETAIL3

3/4" = 1'-0"S-107E

DETAIL4

3/4" = 1'-0"S-107E

DETAIL5

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c:users ataliegoogle driveprojects 9 project folder19 …...dismantle non-historic "belvidere...

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