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
BELV
IDER
E TH
EATE
RR
EHAB
ILIT
ATIO
N
JRNL
AUGUST 24, 201919-001
CEN
TRAL
CIT
Y, C
OLO
RAD
O
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
ELE
VATI
ON
EXT
ERIO
R R
EHAB
ILIT
ATIO
N
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
1738 Wynkoop Street, Suite 100 Denver, Colorado 80202
www.formworksdesigngroup.com303.598.6545
As indicated
AD-321
EAST ELEVATION - HISTORICPHOTOS & RECREATED
CORNICE
BELV
IDER
E TH
EATE
RR
EHAB
ILIT
ATIO
N
JRNL
AUGUST 24, 201919-001
CEN
TRAL
CIT
Y, C
OLO
RAD
O
No. Description Date
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
ELE
VATI
ON
EXT
ERIO
R R
EHAB
ILIT
ATIO
N
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.
RECREATED WOOD WINDOW HOOD.PREP, PRIME AND PAINT.
PROVIDE PRE-FINISHEDMETAL FLASHING CAP. IMBED IN MASONRY JOINT. COLOR TO MATCH HOOD PAINT.
RECREATED WOOD WINDOW HOOD.PREP, PRIME AND PAINT.
PROVIDE SPACES IN SEALANTFOR WEEP HOLES ALONG BOTTOM SEAM BETWEEN HOOD AND MASONRY.
PROVIDE SPACES IN SEALANTFOR WEEP HOLES ALONG BOTTOM SEAM BETWEEN HOOD AND MASONRY.
EXISTING WINDOW
PROVIDE SPACES IN SEALANTFOR WEEP HOLES ALONG BOTTOM SEAM BETWEEN HOOD AND MASONRY.
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
1738 Wynkoop Street, Suite 100 Denver, Colorado 80202
www.formworksdesigngroup.com303.598.6545
1" = 1'-0"
AD-322
EAST ELEVATION - CORNICE& WINDOW HOOD DETAILS
BELV
IDER
E TH
EATE
RR
EHAB
ILIT
ATIO
N
JRNL
AUGUST 24, 201919-001
CEN
TRAL
CIT
Y, C
OLO
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No. Description Date
1" = 1'-0"2 RECREATED CORNICE ENLARGED DETAILS
1" = 1'-0"1 RECREATED WINDOW HOOD DETAILS
EAST
ELE
VATI
ON
EXT
ERIO
R R
EHAB
ILIT
ATIO
N
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
RECREATED CORNICERE: /2 AD-322
RECREATED CORNICERE: /2 AD-322
6' -
3"
3' -
11"
Date
Drawn By
Checked By
Project Number
Scale
1738 Wynkoop Street, Suite 100 Denver, Colorado 80202
www.formworksdesigngroup.com303.598.6545
3/4" = 1'-0"
AD-323
ALTERNATE - ARMORY HALLSIGN DETAILS
BELV
IDER
E TH
EATE
RR
EHAB
ILIT
ATIO
N
JRNL
AUGUST 24, 201919-001
CEN
TRAL
CIT
Y, C
OLO
RAD
O
No. Description Date
3/4" = 1'-0"1 RECREATED ARMORY SIGN
EAST
ELE
VATI
ON
EXT
ERIO
R R
EHAB
ILIT
ATIO
N
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
1738 Wynkoop Street, Suite 100 Denver, Colorado 80202
www.formworksdesigngroup.com303.598.6545
JVA #17871.2
S-107E
FACADE DETAILS
BE
LV
IDE
RE
TH
EA
TE
R
AUGUST 24, 2019 JJ
LG indicated
19-001
CE
NT
RA
L C
ITY
CO
LO
RA
DO
80
42
7
No. Description Date
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
EAST
ELE
VATI
ON
EXT
ERIO
R R
EHAB
ILIT
ATIO
N