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ABBREVIATIONS SHEET SCHEDULEPROJECT DATASYMBOL LEGENDLEGAL DESCRIPTION:BETHANY HEIGHTS, BLOCK 101, Lot 1 - 14, & VAC ALLEY ADJ & BLOCK 102 LOTS 1 - 7 & 11 - 14 & LOTS 8 -10 EX S100' & VAC ALLEY ADJ & VAC W ST ADJ, LINCOLN, NEBRASKA
ZONING:B-1
STORIES:ONE STORY / 12 FEET
GOVERNING CODES:2012 INTERNATIONAL BUILDING CODE2000 NFPA 101 LIFE SAFETY CODE2010 ADA STANDARDS FOR ACCESSIBLE DESIGN1991 FAIR HOUSING ACCESSIBILITY GUIDELINES2009 INTERNATIONAL ENERGY CONSERVATION CODE2014 NATIONAL ELECTRICAL CODE2006 INTERNATIONAL MECHANICAL CODE
OCCUPANCY TYPE:BUSINESS - B
TYPE OF CONSTRUCTION:TYPE V-B NON-FIRE RATED
WOOD DOOR FRAME TYPE TAG
DOOR NUMBER
ROOM NAME / ROOM NUMBER
-- - WALL ELEVATION
---
BUILDING / WALL SECTION
1i WALL TYPE TAG(NEW CONSTRUCTION)
1i BUILDING ELEVATIONALUMINUM FRAME TYPE TAG
? NEW CONSTRUCTION KEYNOTES
? DEMOLITION KEYNOTES
DOOR TYPE TAG CPTCTFLOOR TRANSITIONS
ALUM. CLAD WOOD WINDOWS
# TOILET ACCESSORY
#
#
#
#
100
#
Room Name#
H.M. FRAME TYPE TAG#
#
#
???EL- 100'-0"
NEW PARAPET - TYP.
NEW STONE CLAD TOWER
NEW METAL FENCE ON EXIST. RETAINING WALL
NEW STONE PIERS - TYP.
NEW STONE CLAD TOWER
NEW PARAPET - TYP.
VINE STREET
N 7
0TH
STR
EE
T
X STREET
LYNN STREET
W STREET
NO
RTH
BO
RO
UG
H L
AN
E
BUILDINGS RECEIVING FACADE WORK
WIEBEDAVID P.
A-2449
TCETIHCRA
STATE OF NEBRASKA
*
*
Date
Revisions
Project Number
© Copyright ADA 2020
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A0.0COVER SHEET
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APRIL 2021
HAMPTON ENTERPRISESMEADOWLANE SHOPPING CENTER FACADE REMODEL900 N 70TH STLINCOLN, NE
EXTERIOR RENDERINGSCALE: NONE
Architectural Design Associates
3410 'O' Street Lincoln, Nebraska 68510
www.adalincoln.comtel 402 486 3232
Suite A
I, DAVID WIEBE, AM THE COORDINATING PROFESSIONAL ON THE MEADOWLANE FACADE REMODEL PROJECT.STRUCTURAL
NOTE: GENERAL LIST - NOT ALL MAY APPLY
OPP SIM OPPOSITE SIMILAROTB OPEN TO BELOW
PART PARTIALPNL PANELPTD PAINTEDPTN PARTITION
R RADIUS / RISERE REGARDREC RECESSED / RECEPTICALREF REFERENCE DETAILREFL REFLECTEDREG REGISTERREINF REINFORCED
S SOUTH / SINKSCH SCHEDULESD SMOKE DAMPERSEC SECTIONSEP SEPARATESHT SHEETSHTG SHEATHINGSIM SIMILARSQ FT SQUARE FEETSS STAINLESS STEELSTL STEELSTR /STRUC
STRUCTURAL
T&B TOP AND BOTTOMT&G TONGUE AND GROOVET.O. TOP OFT.O.S. TOP OF STEELT.O.W. TOP OF WALLTG TEMPERED GLASSTYP. TYPICAL
U.N.O. UNLESS NOTED OTHERWISE
VB VINYL BASEVCT VINYL COMPOSITION TILEVERT. VERTICALVTR VENT THRU ROOF
W/ WITHW/O WITHOUTWC WATER CLOSETWD WOODWIN WINDOWWP WATERROOFWWF WELDED FIRE FABRIC
GL GLASSGRAN GRANULAR (FILL)GYP BD GYPSUM BOARD
HC HOLLOWCOREHDWR HARDWAREHM HOLLOW METALHOR HORIZONTALHR HANDRAILHT HEIGHTHW HOTWATER
ID INSIDE DIAMETERINCAND INCANDESCENTINCL INCLUDE(D)/INCLUDINGINST INSTALLEDINSUL INSULATIONINT INTERIORINV INVERT
JAN JANITORS CLOSETJT JOINT
KD KNOCK DOWNKO KNOCK OUT
LAM LAMINATEDLAV LAVATORYLDR LEADERLTL LINTELLVL LAMINATED VENEER LUMBERLW LIGHTWEIGHT
MAX MAXIMUMMECH MECHICALMET METALMFG MANUFACTURERMIN MINIMUMMISC MISCELLANOUOSMO MASONRY OPENINGMTL MATERIAL
N NORTHNIC NOT IN CONTRACTNO NUMBERNOM NOMINALNTS NOT TO SCALE
OC ON CENTEROD OUTSIDE DIAMETEROPNG OPENING
ACS ACOUSTICAL CEILING SYSTEMAFF ABOVE FINISH FLOORAL ALUMINUMALT ALTERNATE
BLKG BLOCKINGBO BY OWNERBRG BEARING
CATV UNDERGROUND CABLE TELECJ CONTROL JOINTCLG CEILINGCMU CONCRETE MASONRY UNITCOL COLUMNCOMP COMPRESSIBLECONC CONCRETECONT CONTINUOUSCOORD COORDINATECT CERAMIC TILECU CONDENSING UNIT
(D) DEMOLITIONDEMO DEMOLITIONDIA DIAMETERDIM DIMENSIONDN DOWNDR DOOR
(E) EXISTINGE EASTEL ELEVATIONELEC ELECTRIC(AL)ELEV ELEVATOREQUIP EQUIPMENTEXP EXPOSED
F FACE OFFD FLOOR DRAINFEC FIRE EXTINGUISHER CABINETFEP FINISHED END PANELFFE FURNITURE, FIXTURES & EQUIP.FIX FIXTUREFOB FACE OF BRICK/BLOCKFOW FACE OF WALLFR FIRE RATEDFTN FOOTINGFV FIELD VERIFY
G GASGA GAUGEGALV GALVANIZED
General InformationA0.0 COVER SHEET
ARCHITECTURALA1.0 SITE PLANA1.1 MAIN LEVEL FLOOR PLANA1.2 FLOOR PLANSA3.1 FIRST FLOOR REFLECTED CEILING PLANA3.2 REFLECTED CEILING PLANSA4.1 ROOF PLANA5.1 EXTERIOR ELEVATIONS - EAST BUILDINGA5.2 EXTERIOR ELEVATIONS - NORTH BUILDINGA5.3 EXTERIOR ELEVATIONS - BUILDING 2A6.1 WALL SECTIONSA6.2 WALL SECTIONSA6.3 WALL DETAILS
STRUCTURALS101 ROOF FRAMING PLANS200 GENERAL NOTES & DETAILS
1" = 160'-0"A0.02 VICINITY PLAN
A. NO CHANGES TO EXISTING USES OR PARKING PROPOSED.
B. EXISTING BUILDINGS TO REMAIN.
C. PERFORM ALL CONSTRUCTION WORK IN ACCORDANCE WITH ALL LOCAL GOVERNING CODES TO INCLUDE, BUT NOT LIMITED TOBUILDING, FIRE, HEALTH AND ACCESSIBILITY. PROVIDE ALL REQUIRED PERMITS AND INSPECTIONS. PAY ALL ASSOCIATEDFEES.
D. PROTECT EXISTING STRUCTURES AND PROPERTY NOT SCHEDULED FOR DEMOLITION FROM DAMAGE - INCLUDES BUT NOTLIMITED TO: BUILDINGS, UTILITIES, WALKS, LANDSCAPING AND LAWN AREAS - REPAIR OR REPLACE DAMAGED AREA TOPREVIOUS CONDITION SUBJECT TO THE APPROVAL OF THE OWNER AND AT NO COST TO THE OWNER.
E. FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS SHOWN OR OTHERWISE INDICATED ON THE DRAWINGS. ANY DISCREPANCIESSHALL BE IMMEDIATELY COMMUNICATED AND DESCRIBED TO THE ARCHITECT.
F. COORDINATE WITH THE CITY THE SCHEDULING OF WORK THAT WILL AFFECT ANY PORTION OF CITY OWNED PROPERTY,INCLUDING ALL UTILITIES.
G. COORDINATE WITH THE OWNER THE SCHEDULING OF WORK TO BE DONE THAT WILL AFFECT THE USE OF ANY PORTION OFTHE BUILDINGS OR SITE, INCLUDING ALL UTILITIES, ETC.
H. CONTRACTOR SHALL BE RESPOSIBLE FOR CONTROLLING FINAL FINISH GRADING, FOR SEEDING AREA AND OR SLOPE OFSLABS, DRIVES, SWALES, ETC. TO ASSURE POSITIVE DRAINAGE OF SITE WITHOUT PONDING OF WATER.
I. THE DIMENSIONS ON THE FLOOR PLANS ARE TO FACE OF BRICK, CONCRETE BLOCK AND FACE OF ROUGH FRAMING UNLESSOTHERWISE NOTED AS CLEAR (CLR.) DIMENSIONS BETWEEN FINISHES. ALL DIMENSIONS ARE ACTUAL.
J. DETERMINE LOCATION AND PROTECTION OF ALL UTILITIES, INCLUDING ANY THAT MAY NOT BE SHOWN ON THESE DRAWINGS.
K. PROVIDE CONTINUOUS SOLID BLOCKING IN WALLS AS REQUIRED TO ANCHOR ALL CASEWORK, SHELVES, ACCESSORIES,EQUIPMENT, ETC. SHOWN WHETHER CALLED OUT AS PROVIDE BY CONTRACTOR OR BY OWNER OR N.I.C.
L. INSTALL GYP BD CONTROL JOINTS AT 40' O.C. MIN. (AND AT LOCATIONS AS SHOWN) AT ALL GYP BD CEILINGS, WALLS, ANDBULKHEADS.
M. PROVIDE TREATED LUMBER, CONFORMING TO CODE REQUIREMENTS, AT ALL WOOD IN CONTACT WITH CONCRETE ORMASONRY.
N. NEW SIGNAGE IS NOT INTENDED OR PROVIDED UNDER THIS PERMIT. A SEPARATE PERMIT WILL BE APPLIED FOR BY THESIGNAGE COMPANY AT A LATER DATE.
O. IMMEDIATELY PRIOR TO SUBSTANTIAL COMPLETION - THOROUGHLY CLEAN ALL SURFACES IN PROJECT AREAS - AND IN AREASAFFECTED BY CONSTRUCTION.
P IF CONFLICTS EXIST BETWEEN DOCUMENTS, THE MORE STRINGENT REQUIREMENT SHALL GOVERN.
1. REMOVE EXISTING FABRIC AWNINGS.
2. REVISE EXISTING BUILDING FACADES.
3. ADD PEIRS AND FENCING AT CENTER ENTRANCE.
SCOPE OF WORK:GENERAL NOTES:
1201 O Street, Suite 310 Lincoln, NE 68508p.402.477.7460 - www.royouker.com
# Date
VIN
E S
TRE
ET
"X"
STR
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T 353.
72'
646.11'
143.
17'
99.95'
211.
00'
EAST BUILDING
NO
RTH
BU
ILD
ING
BUILDING 2
70TH STREET
SE
CO
ND
FLO
OR
192019202020
12 12
20 SURPLUS STALLS FOR SEASONAL SALES
VAN
12 10 18
3
9
4
37
26
19
6
20
13
10
4
11
75
2
8
ON
E W
AY
'ONE WAY' SIGNAGE
'ONE WAY' SIGNAGE
MA
TC
H L
INE
Date
Revisions
Project Number
© Copyright ADA 2020
WIEBEDAVID P.
A-2449
TCETIHCRA
STATE OF NEBRASKA
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1" = 30'-0"A1.01 SITE PLAN
PARKING STALL TOTALSZONING = B-1
EXISTING OFFICE/RETAIL: 53,714 SF / 300 = 180 STALLSEXISTING RESTAURANT/BAR: 11,200 SF / 100 = 112 STALLSTOTAL REQUIRED = 292 STALLS
EXISTING = 319 STALLSOUTDOOR SEASONAL SALES = -20 STALLSTOTAL AVAILABLE = 299 STALLS(HANDICAPPED STALLS REQUIRED = 8 STALLS, INC. 1 VAN)
PARKING STALLSTYPICAL STALLS: 8'-6" x 17'-6" MIN. (15'-6" AT CURB)PARALLEL STALLS: 8' x 22'
# Date
DN
A5.13
A5.2
3
A5.1
1
A5.3
21
21
20
20
19
19
18
18
17
17
16
16
15
15
14
14
13
13
12
12
11
11
10
10
9
9
8
8
7
7
6
6
5
5
4
4
3
3
2
2
1/NJ
1/NJ
A A
B
E
V V
T T
U U
N12N12
N13
N11N11
N10N10
N9
N8N8
N7N7
N6N6
N5N5
N4N4
N3N3
N2N2
N1N1
NH
NH
NF
NF
NE
NE
NC
NC
NB
NB
NA
NA
ACEHARDWARE
A
ACEHARDWARE
B
ACEHARDWARE
C
SUITED
AVAILABLE
SUITEE
AVAILABLE
SUITEF
AVAILABLE
VALENTINO'SG
SUITEH
AVAILABLE
GROUNDUP
KITCHENJ
GREATWALL
CHINESEREST.
K
HONESTABE'S
M
HONESTABE'S
L
"ONEMORE" BAR
N
SUBWAYO
AVIDSALON
P
THE FITCANINE
INC.Q
A5.2 1
A5.22
1
A5.3
2
A5.33
A5.3
4
A5.1
2
2A6.1
1A6.1
3A6.1
2A6.2
646.11'
143.
17'
2'-0"
2'-0"16'-0"2'-0"
2'-0
"
2'-0
"13
'-9" F
.V.
2'-0
"
2'-0
"13
'-9" F
.V.
2'-0
"
2'-0" 16'-0" 2'-0"
2'-0
"
3A6.2
20'-0"
2'-5
1/4
" F.V
.
5'-0"
F.V
.4'
-3 5
/8"
F.V.2'-10"
3'-0
"
F.V.
26'-10"
6'-0"
F.V
.
15'-2
"
11'-8
1/4
"
6'-0
"6'
-0"
6'-0
"12
'-0"
6'-0
"6'
-0"
6'-0
"2'
-5"
A1.22
1
1
22223232 133
3
88'-4
" F.V
.
3
2
2
1
1
1
4
4
4
4
1
1
2
3
2
1
1
1A6.2
MA
TC
H L
INE
5 5
TYP.
6
Date
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Project Number
© Copyright ADA 2020
WIEBEDAVID P.
A-2449
TCETIHCRA
STATE OF NEBRASKA
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A1.1MAIN LEVEL FLOOR PLAN
HA
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SHEET KEYNOTES
1 NEW THIN STONE VENEER ON EXIST. WALL2 WRAP EXISTING BRICK COLUMN WITH THIN STONE VENEER3 EXISTING BRICK COLUMN TO REMAIN - PAINT DARK GRAY4 6' WIDE THERMALLY BROKEN ALUMINUM STOREFRONT WINDOW -
451T - F.V. OPENING HEIGHT - A/A1.25 NEW 30" HIGH METAL FENCE ATTACHED TO TOP OF EXISTING WALL6 ARCHITECTURAL CAST STONE COLUMN CAP - SEE DETAIL 7/A6.3
1/16" = 1'-0"A1.11 MAIN LEVEL SUITE PLANS
# Date
A5.2 3
N12
N12
N13
N13
N11
N11
N10
N10
N9
N9
N8
N8
N7
N7
N6
N6
N5
N5
N4
N4
N3
N3
N2
N2
N1
N1
NF NF
NE NE
NC NC
NB NB
ND ND
12'-0" F.V.
F.V
.
10'-3
1/2
"
F.V.
17'-8 1/4"
20'-0" F.V.
4554 78777775 44 8
TYP. TYP.
A5.2
1
N5N5
N4N4
N3N3
N2N2
N1N1
NH
NH
NF
NF
6'-0"
F.V
.
15'-2
"
6'-0
"6'
-0"
6'-0
"12
'-0"
6'-0
"6'
-0"
6'-0
"2'
-5"
3
3
4
4
3
3
5
6
6
5
4
4
A5.22
A
A
A
A
N5N5
N4N4
N3N3
N2N2
N1N1
NH
NH
NF
NF
3'-0
"3'
-0"
3'-0
"3'
-0"
3'-0
"3'
-0"
3'-0
"3'
-0"
1
2
2
1
1
2
2
1
2" 2'-9" 2" 2'-9" 2"
A
2"6'
-2"
2"
1'-1
1" F
.V.
6'-6
" F.V
.
6'-0"
NOTES:1. WINDOW FRAME TO BE CLEAR ANODIXED 2x4 1/2" THERMALLY BROKEN.
2. GLAZING TO BE CLEAR, LOW-E, INSULATED.
3. INTERIOR FINISH TO BE GYP. BD. RETURNS.
Date
Revisions
Project Number
© Copyright ADA 2020
WIEBEDAVID P.
A-2449
TCETIHCRA
STATE OF NEBRASKA
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A1.2FLOOR PLANS
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1/16" = 1'-0"A1.23 NORTH BUILDING FIRST FLOOR
1/8" = 1'-0"A1.22 WINDOW ALTERATIONS
1/8" = 1'-0"A1.21 WINDOW ALTERATIONS DEMO
SHEET KEYNOTES
1 DEMO EXIST. WINDOW2 DEMO PORTION OF INFILL STUD WALL TO WIDEN WINDOW OPENING3 6' WIDE THERMALLY BROKEN ALUMINUM STOREFRONT WINDOW -
451T - F.V. OPENING HEIGHT - A/A1.24 NEW THIN STONE VENEER ON EXIST. WALL5 WRAP EXISTING BRICK COLUMN WITH THIN STONE VENEER6 NEW LED SCONCE LIGHT FIXTURE7 EXISTING BRICK COLUMN TO REMAIN - PAINT DARK GRAY8 REPLACE EXIST. SCONCE WITH NEW LED LIGHT FIXTURE
3/8" = 1'-0"A1.2A ALUMINUM FRAME TYPES
# Date
21
21
20
20
19
19
18
18
17
17
16
16
15
15
14
14
13
13
12
12
11
11
10
10
9
9
8
8
7
7
6
6
5
5
4
4
3
3
2
2
1/NJ
1/NJ
A A
B
C
D
EE
Y
V
T T
W W
Z Z
X X
U U
AA
N12N12
N13N13
N11N11
N10N10
N9
N8N8
N7N7
N6N6
N5N5
N4N4
N3N3
N2N2
N1N1
NH
NH
NF
NF
NE
NE
NC
NC
NB
NB
2A6.1
1A6.1
3A6.1
ND
ND
2A6.2
2A6.1 Sim
1A6.1 Sim
1A6.1 Sim
TRANS.CANOPY TRANS.CANOPYTRANS.CANOPY TRANS.CANOPY
A3.23
A3.21
A3.22
1A6.2
12'-0
"12
'-0"
12'-0
"12
'-0"
12'-0
"12
'-0"
12'-0
"12
'-0"
96'-0
"
NEW CAN LIGHTS AT 11'-0" O.C.NEW CAN LIGHTS AT 11'-0" O.C.NEW CAN LIGHTS AT 11'-0" O.C. NEW CAN LIGHTS AT 11'-0" O.C. NEW CAN LIGHTS AT 11'-0" O.C.
MA
TC
H L
INE
Sim
A3.24
Date
Revisions
Project Number
© Copyright ADA 2020
WIEBEDAVID P.
A-2449
TCETIHCRA
STATE OF NEBRASKA
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A3.1FIRST FLOOR REFLECTED
CEILING PLAN
HA
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H S
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1/16" = 1'-0"A3.11 CEILING PLAN
# Date
10
10
9
9
8
8
7
7
6
6
5
5
4
4
3
3
2
2
1/NJ
1/NJ
A A
BB
N9
N8N8
N7N7
N6N6
N5N5
N4N4
NH
NH
NF
NF
NE
NE
/1 A3.2
11'-0" TYP.
1
1
1
2
1
3
1
1
1
1
1
1
1
1 1
2 4
3TYP.
TYP.
TYP.
TRANS.CANOPY
5
3A6.1 Sim
46 6 3
TYP. TYP.
6 4
2A6.1 Sim
1A6.1 Sim
7 7
2
8888
21
21
20
20
19
19
18
18
17
17
16
16
15
15
14
14
13
13
12
12
11
11
10
10
A A
B B
2A6.1
1A6.1
3A6.1
/3 A3.2
374 644 66 555467 3
TYP. TYP. TYP. TYP.
TRANS.CANOPY TRANS.CANOPYTRANS.CANOPY
1A6.288 8 8
2A6.1 Sim
1A6.1 Sim
3
6
4
3
7
4
8
REFLECTED CEILING LEGEND
GWB SUSPENDED CEILING / SOFFIT
LED WALL SCONCE
RECESSED LED CAN LIGHT
N2N2
N1N1
NE
NE
NC
NC
NB
NB
ND
ND
12
Date
Revisions
Project Number
© Copyright ADA 2020
WIEBEDAVID P.
A-2449
TCETIHCRA
STATE OF NEBRASKA
*
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A3.2REFLECTED CEILING PLANS
HA
MP
TON
EN
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PR
ISE
S90
0 N
70T
H S
TM
EA
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1/8" = 1'-0"A3.23 NORTH HALF RCP
1/8" = 1'-0"A3.21 SOUTH HALF RCP
1/8" = 1'-0"A3.22 BUILDING 2 RCP
SHEET KEYNOTES
1 REPLACE EXIST CAN LIGHT WITH NEW RECESSED LED CAN LIGHT2 EXISTING FLAT CANOPY CEILING TO REMAIN - PAINT3 NEW LED SCONCE LIGHT FIXTURE4 HARD COAT EIFS FINISH ON 5/8" GLASS MAT SHEATHING5 1 1/2" EIFS6 DEMO ARCHED CEILING - PREP FOR NEW FLAT CEILING7 NEW RECESSED LED CAN LIGHT8 DRAFT STOP - EXTEND 1/2" OSB FROM TOP OF SOFFIT TO UNDER
SIDE OF ROOF DECK
1/8" = 1'-0"A3.24 NORTH BUILDING FIRST FLOOR
# Date
A5.13
A5.2
3
A5.1
1
A5.3
21
21
20
20
19
19
18
18
17
17
16
16
15
15
14
14
13
13
12
12
11
11
10
10
9
9
8
8
7
7
6
6
5
5
4
4
3
3
2
2
1/NJ
1/NJ
A A
B B
C C
D D
E E
Y
V
T T
W W
Z Z
X X
U U
AA
N12N12
N13N13
N11N11
N10N10
N9N9
N8N8
N7N7
N6N6
N5N5
N4N4
N3N3
N2N2
N1N1
NH
NF
NF
NE
NE
NC
NC
NB
NB
NA
NA
A5.2 1
A5.22
1
A5.3
2
A5.33
A5.3
4
A5.1
2
2A6.1
41'-0" (FINISH) 39'-2" (FINISH)
1A6.1
3A6.1
ND
ND
2A6.2
70'-0
" (FI
NIS
H)
112'-0" (FINISH) 42'-0" (FINISH)
51'-1
0" (
FIN
ISH
)
17'-5 1/2" (FRAMING)
51'-5
1/2
" (FR
AM
ING
)
17'-10" (FINISH)
8'-0
"
8'-0"
8'-0"
38'-9 1/2" (FRAMING)41'-7 1/2" (FRAMING)40'-7 1/2" (FRAMING)
8'-0
"
8'-0
"
111'-7 1/2" (FRAMING)
69'-7
1/2
" (FR
AM
ING
)
10'-0"
10'-0"
14'-9
1/2
" (FR
AM
ING
)
5'-7 1/2" (FRAMING)
3'-7
1/2
" (FR
AM
ING
)
19'-7 1/2" (FRAMING)
4'-0
" (FI
NIS
H)
20'-0" (FINISH)
2A6.2 SimF.
V.
15'-2
" (FI
NIS
H)
6'-0" (FINISH)
3A6.3
2A6.1 Sim
1A6.1 Sim
2A6.1 Sim
1A6.1 Sim
2A6.1 Sim
1A6.1 Sim
2A6.1 Sim
1A6.1 Sim
1
1
2" /
1'-0
"
2" / 1'-0"
2
3
3
3
3 22323232
3
EQ EQ EQ
1A6.2
EQ EQ EQEQ EQ EQEQ EQ EQ EQ EQ EQ EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
4
4444
4
11'-6
" F.V
.
8'-0
"
Date
Revisions
Project Number
© Copyright ADA 2020
WIEBEDAVID P.
A-2449
TCETIHCRA
STATE OF NEBRASKA
*
*
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20-085
A4.1ROOF PLAN
HA
MP
TON
EN
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PR
ISE
S90
0 N
70T
H S
TM
EA
DO
WLA
NE
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SHEET KEYNOTES
1 PRE-FINISHED SHEET METAL ROOFING WITH DRIP EDGE2 PRE-FINISHED COPING CAP WITH CONT. CLEAT ON NEW 8" CURB3 PRE-FINISHED COPING CAP WITH CONT. CLEAT ON NEW PARAPET
WALL4 SLOPED PARAPET BRACING WALL - HOLD TOP 4" BELOW PARAPET
COPING CAP - SEE STR.
1/16" = 1'-0"A4.11 ROOF PLAN
# Date
NORTH BUILDING FIRST FLOOR84'-0"
NORTH BUILDING SECOND FLOOR94'-8"
10987654321/NJ
SUITE A-B93'-4"
SUITE A-B93'-4"
A-B T.O. CMU107'-4"
A-B T.O. CMU107'-4"
NORTH BUILDING JOIST BRG106'-8"
NHNFNE
/2 A5.1
F.V.
112'-0"
1 21
3 4 5
1
4
6 7 15
8 9 4
2 1 2 1
5 410
TYP.
10
TYP.
2'-0"25'-6"2'-0"25'-6"2'-0"25'-6"2'-0"25'-6"2'-0"25'-4 1/4"24'-7 1/4"2'-0"24'-6"
1312
TYP.
12
TYP. 13
12
TYP.
TYP.
TYP.
SUITE M (SOUTH ELEV.)100'-0"
L-M T.O. CMU113'-4"
212019181716151413121110
/1 A5.1
2A6.1
39'-2"
42'-0"
F.V.
41'-0"
1A6.1
SIGN ELEVATION88'-0"
1 2 1
5 4
8 9 4
6 1
5 4
6 1
8 9 4
5 4
6
8 9 4
5 4
6
7
1
10
TYP.
10
TYP.
1A6.2
16'-6 5/8"2'-0"16'-6 5/8"2'-0"16'-6 5/8"18'-0 1/8"2'-0"18'-0 1/8"2'-0"18'-0 1/8"
20'-9 1/2"2'-0"20'-9 1/2"
17'-6"2'-0"17'-6"2'-0"25'-6"2'-0"
1212 54
1312
TYP.
TYP.
13
TYP.TYP.
SUITE M (SOUTH ELEV.)100'-0"
L-M T.O. CMU113'-4"
A BC D EY V TWZ X U
3'-0"
9 54
4
7
6
10
5
5411
3A6.3
1212
Date
Revisions
Project Number
© Copyright ADA 2020
WIEBEDAVID P.
A-2449
TCETIHCRA
STATE OF NEBRASKA
*
*
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hite
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20-085
A5.1EXTERIOR ELEVATIONS -
EAST BUILDING
HA
MP
TON
EN
TER
PR
ISE
S90
0 N
70T
H S
TM
EA
DO
WLA
NE
SH
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PIN
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1/8" = 1'-0"A5.11 EAST BUILDING - WEST ELEVATION - NORTH HALF
1/8" = 1'-0"A5.12 EAST BUILDING - WEST ELEVATION - SOUTH HALF
1/8" = 1'-0"A5.13 EAST BUILDING - SOUTH ELEVATION
SHEET KEYNOTES
1 EXISTING BRICK TO REMAIN - PAINT LIGHT GRAY2 EXISTING BRICK COLUMN TO REMAIN - PAINT DARK GRAY3 NEW 1 1/2" EIFS ON EXIST. CONC. PANEL4 PRE-FINISHED COPING CAP WITH CONTINUOUS CLEAT5 1 1/2" EIFS6 WRAP EXISTING BRICK COLUMN WITH THIN STONE VENEER7 NEW THIN STONE VENEER ON EXIST. WALL8 PRE-FINISHED METAL DRIP EDGE FLASHING9 METAL CONCEALED FASTENER LAP SIDING - DELTA 16T10 NEW LED SCONCE LIGHT FIXTURE11 EXISTING STUCCO FINISH MASONRY WALL - PAINT LIGHT GRAY12 'V' GROOVE IN EIFS13 SIGN MOUNTING CHANNEL IN EIFS
# Date
NORTH BUILDING FIRST FLOOR84'-0"
NORTH BUILDING SECOND FLOOR94'-8"
NORTH BUILDING JOIST BRG106'-8"
N12N13 N11 N10 N9 N8 N7 N6 N5 N4 N3 N2 N1
12'-0"
1 12 2
34
5 6255 4 267 7 7111111 2 2
3 8 8 9
3
77
10
2" 1'-0"
8
16
TYP.16
TYP.
SIGNAGE BY OTHERS
1719
17
19
NORTH BUILDING FIRST FLOOR84'-0"
NORTH BUILDING FIRST FLOOR84'-0"
NORTH BUILDING SECOND FLOOR94'-8"
NORTH BUILDING SECOND FLOOR94'-8"
A B
SUITE A-B93'-4"
A-B T.O. CMU107'-4"
NORTH BUILDING JOIST BRG106'-8"
NORTH BUILDING JOIST BRG106'-8"
N9N8N7N6N5N4N3N2N1
NORTH BUILDING - SW ENTRANCE90'-0"
NORTH BUILDING - SW ENTRANCE90'-0"
F.V.
15'-2"
70'-0"
2A6.1 Sim
8'-0
"
2" 1'-0"
2A6.2 Sim
4
9
10
7 3
2
11
11 11 11
5 45
12 8 13
1 1 1 12 2
SIGNAGE BY OTHERS
6'-6
"1'
-11"
7 1919
NORTH BUILDING FIRST FLOOR84'-0"
NORTH BUILDING FIRST FLOOR84'-0"
NORTH BUILDING SECOND FLOOR94'-8"
NORTH BUILDING SECOND FLOOR94'-8"
1/NJ
SUITE A-B93'-4"
A-B T.O. CMU107'-4"
NORTH BUILDING JOIST BRG106'-8"
NORTH BUILDING JOIST BRG106'-8"
NHNFNENCNBNA
NORTH BUILDING - SW ENTRANCE90'-0"
ND
6'-0"
2A6.1 Sim
73
7
1
2 2 4
9
12
8
13
5
10
14 152
1 2
8 1718
Date
Revisions
Project Number
© Copyright ADA 2020
WIEBEDAVID P.
A-2449
TCETIHCRA
STATE OF NEBRASKA
*
*
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20-085
A5.2EXTERIOR ELEVATIONS -
NORTH BUILDING
HA
MP
TON
EN
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PR
ISE
S90
0 N
70T
H S
TM
EA
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1/8" = 1'-0"A5.21 NORTH BUILDING - NORTH WALL
1/8" = 1'-0"A5.22 NORTH BUILDING - SOUTH ELEVATION
1/8" = 1'-0"A5.23 NORTH BUILDING - WEST ELEVATION
SHEET KEYNOTES
1 EXISTING BRICK COLUMN TO REMAIN - PAINT DARK GRAY2 EXISTING BRICK TO REMAIN - PAINT LIGHT GRAY3 REMOVE AND REPLACE EXIST. CEMENTIOUS PANELS AT HATCHED
AREA - CAULK PERIMETER - PAINT LIGHT GRAY4 NEW THIN STONE VENEER ON EXIST. WALL5 WRAP EXISTING BRICK COLUMN WITH THIN STONE VENEER6 NEW 1 1/2" EIFS ON EXIST. CONC. PANEL - DARK GRAY7 EXISTING CONC. PANEL TO REMAIN UNCHANGED8 PRE-FINISHED COPING CAP WITH CONTINUOUS CLEAT9 THIN STONE VENEER10 PRE-FINISHED SHEET METAL ROOFING WITH DRIP EDGE11 6' WIDE THERMALLY BROKEN ALUMINUM STOREFRONT WINDOW -
451T - F.V. OPENING HEIGHT - A/A1.212 METAL CONCEALED FASTENER LAP SIDING - DELTA 16T13 PRE-FINISHED METAL DRIP EDGE FLASHING14 NEW 1 1/2" EIFS ON EXIST. CONC. PANEL15 1 1/2" EIFS16 REPLACE EXIST. SCONCE WITH NEW LED LIGHT FIXTURE17 SIGN MOUNTING CHANNEL IN EIFS18 'V' GROOVE IN EIFS19 SIGN MOUNTING CHANNEL ON EXIST. CONC. PANELS
# Date
SUITE H-K N98'-0" SUITE G O-Q
96'-8"
SOUTH BUILDING TOW111'-4"
4'-0"
F.V.
51'-10"
5
2
6
3
1
78
10
1198
5 1
4
22'-5" 2'-0" 22'-5 1/4" 2'-0" 22'-1" 2'-0" 22'-1"
12
2A6.1 Sim 1
A6.1 Sim
SUITE G O-Q96'-8"
SOUTH BUILDING TOW111'-4"
SIGNAGE BY OTHERS
2A6.2
20'-0"
8'-0
"
2" 1'-0"
12
3
4
5
6
7
8
9
8
SUITE H-K N98'-0"SUITE G O-Q
96'-8"
SOUTH BUILDING TOW111'-4"
4'-5 3/8"
4'-0"
3'-4
"8'
-0"
2
11
9
8
7
3
4
SUITE H-K N98'-0"
SOUTH BUILDING TOW111'-4"
2A6.2
8'-0
"
20'-0"
F.V.
17'-10".
1
2
7
5
6
11
9
8
3
4122"
1'-0"
Date
Revisions
Project Number
© Copyright ADA 2020
WIEBEDAVID P.
A-2449
TCETIHCRA
STATE OF NEBRASKA
*
*
Arc
hite
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20-085
A5.3EXTERIOR ELEVATIONS -
BUILDING 2
HA
MP
TON
EN
TER
PR
ISE
S90
0 N
70T
H S
TM
EA
DO
WLA
NE
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SHEET KEYNOTES
1 EXISTING BRICK TO REMAIN - PAINT LIGHT GRAY2 NEW THIN STONE VENEER ON EXIST. WALL3 THIN STONE VENEER4 PRE-FINISHED SHEET METAL ROOFING WITH DRIP EDGE5 WRAP EXISTING BRICK COLUMN WITH THIN STONE VENEER6 NEW LED SCONCE LIGHT FIXTURE7 1 1/2" EIFS8 PRE-FINISHED COPING CAP WITH CONTINUOUS CLEAT9 METAL CONCEALED FASTENER LAP SIDING - DELTA 16T10 EXISTING BRICK COLUMN TO REMAIN - PAINT DARK GRAY11 PRE-FINISHED METAL DRIP EDGE FLASHING12 SIGN MOUNTING CHANNEL IN EIFS
1/8" = 1'-0"A5.31 BUILDING 2 - NORTH ELEVATION
1/8" = 1'-0"A5.32 BUILDING 2 - WEST ELEVATION
1/8" = 1'-0"A5.33 BUILDING 2 - SOUTH ELEVATION
1/8" = 1'-0"A5.34 BUILDING 2 - EAST ELEVATION
# Date
H-K T.O. CMU112'-0"
A B
SUITE H-K N98'-0"
8"4'
-0" F
.V.
Sim
A6.36
METAL CONCEALED FASTENERLAP SIDING - DELTA 16T
PRE-FINISHED COPING CAP WITHCONTINUOUS CLEAT
PRE-FINISHED COPING CAP WITHCONTINUOUS CLEAT
2x WOOD BLOCKING AS REQUIRED
60-MIL FULLY-ADHERED EPDM ROOFING -EXTEND UP FACE OF WALL 8" MIN.
PRE-FINISHED METAL DRIP EDGE FLASHING
EXISTING ROOFING AND STRUCTURE TOREMAIN
2x10 WOOD FRAMING AT 24” O.C.
EXISTING 2x CANOPY STRUCTURE TO REMAIN- REMOVE EXISTING FABRIC AWNINGS - PREPSURFACE FOR NEW EIFS FINISH
1 1/2" EIFS
60-MIL FULLY-ADHERED EPDM ROOFING -EXTEND UP FACE OF WALL - LAP OVER TOPOF WALL UNDER COPING CAP
HARD COAT EIFS FINISH ON 5/8"GLASS MAT SHEATHING
1 1/2" EIFS
2x4 WOOD FRAMING AT 16” O.C.
NEW LED SCONCE LIGHT FIXTURE
WRAP EXISTING BRICK COLUMNWITH THIN STONE VENEER
3A6.3
2'-4
"2'
-4"
A6.39
ALUMINUM SIGN MOUNTINGCHANNEL WITH SNAP FIT METAL
CAP
5'-8
" +/-
WEEP SCREED
L-M T.O. CMU113'-4"
A B
SUITE L99'-4"
2'-4
"1'
-8"
8"5'
-4"
4'-0
" F.V
.6'
-0"
Sim
A6.35
Sim
A6.31
3A6.1 Sim
WRAP EXISTING BRICK COLUMNWITH THIN STONE VENEER
NEW LED SCONCE LIGHT FIXTURE
1 1/2" EIFS
HARD COAT EIFS FINISH ON 5/8"GLASS MAT SHEATHING
2x4 WOOD FRAMING AT 16” O.C.
1 1/2" EIFS
PRE-FINIDHED METAL DRIP EDGEFLASHING - MATCH HEIGHT OF
AND ALIGN WITH ADJACENTCOPING CAP
EXTERIOR WALL SHEATHING WITHFLUID APPLIED WEATHER BARRIER
- SEE STR.
METAL CONCEALED FASTENERLAP SIDING - DELTA 16T
7/8" HAT CHANNEL AT 16" O.C.
2x WOOD BLOCKING AS REQUIRED
PRE-FINISHED COPING CAP WITHCONTINUOUS CLEAT
DOUBLE 2x WOOD TOP PLATE - SEE STR.
60-MIL FULLY-ADHERED EPDM ROOFING -EXTEND UP FACE OF WALL - LAP OVER TOPOF WALL UNDER COPING CAP
EXTERIOR WALL SHEATHING - SEE STR.
2x10 WOOD FRAMING AT 24” O.C.
TIE NEW EPDM FOR PARAPET WALLS INTOEXISTING ROOF MEMBRANE
EXISTING ROOFING AND STRUCTURE TOREMAIN
EXISTING 2x CANOPY STRUCTURE TO REMAIN- REMOVE EXISTING FABRIC AWNINGS - PREPSURFACE FOR NEW EIFS FINISH
60-MIL FULLY-ADHERED EPDM ROOFING -EXTEND UP FACE OF WALL - LAP OVER TOPOF WALL UNDER COPING CAP
ALUMINUM SIGN MOUNTINGCHANNEL WITH SNAP FIT METAL
CAP
5'-8
" +/-
Sim
A6.39
WEEP SCREED
TUBE STEEL BRACE AT END WALL -SEE STR. - TYP.
11A6.3 Sim
12A6.3 Sim
F-G T.O. CMU110'-8"
H-K T.O. CMU112'-0"
15
SUITE G O-Q96'-8"
6'-0
"
Sim
A6.35
A6.32
Sim
A6.31
WRAP EXISTING BRICK COLUMN WITH THINSTONE VENEER
NEW LED SCONCE LIGHT FIXTURE
HARD COAT EIFS FINISH ON 5/8" GLASS MATSHEATHING
2x4 WOOD FRAMING AT 16” O.C.
EXISTING 2x CANOPY STRUCTURE TO REMAIN- REMOVE EXISTING FABRIC AWNINGS - PREPSURFACE FOR NEW EIFS FINISH
EXISTING ROOFING AND STRUCTURE TOREMAIN
TIE NEW EPDM FOR PARAPET WALLS INTOEXISTING ROOF MEMBRANE
PRE-FINISHED COPING CAP WITHCONTINUOUS CLEAT
1 1/2" EIFS
PRE-FINISHED METAL DRIP EDGE FLASHING
METAL CONCEALED FASTENER LAP SIDING -DELTA 16T
7/8" HAT CHANNEL AT 16" O.C.
EXTERIOR WALL SHEATHING WITH FLUIDAPPLIED WEATHER BARRIER - SEE STR.
2x WOOD BLOCKING AS REQUIRED
PRE-FINISHED COPING CAP WITHCONTINUOUS CLEAT
DOUBLE 2x WOOD TOP PLATE -SEE STR.
2x10 WOOD FRAMING AT 24” O.C.
EXTERIOR WALL SHEATHING - SEESTR.
60-MIL FULLY-ADHERED EPDMROOFING - EXTEND UP FACE OFWALL - LAP OVER TOP OF WALL
UNDER COPING CAP
TIE NEW EPDM FOR PARAPETWALLS INTO EXISTING ROOF
MEMBRANE
EXISTING ROOFING ANDSTRUCTURE TO REMAIN
HARD COAT EIFS FINISH ON 5/8"GLASS MAT SHEATHING
2x4 WOOD FRAMING AT 16” O.C.
1 1/2" EIFS
EXTERIOR WALL SHEATHING WITHFLUID APPLIED WEATHER BARRIER
- SEE STR.
2x4 WOOD FRAMING AT 16” O.C.
DRAFT STOP - EXTEND 1/2" OSBFROM TOP OF SOFFIT TO UNDER
SIDE OF ROOF DECK
Date
Revisions
Project Number
© Copyright ADA 2020
WIEBEDAVID P.
A-2449
TCETIHCRA
STATE OF NEBRASKA
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A6.1WALL SECTIONS
HA
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TON
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S90
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70T
H S
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3/4" = 1'-0"A6.11 EIFS CURB WALL SECTION - TYP
3/4" = 1'-0"A6.12 METAL PANEL WALL SECTION - TYP
3/4" = 1'-0"A6.13 WING WALL AT TRANSITION
# Date
SUITE G O-Q96'-8"
SOUTH BUILDING TOW111'-4"
4 1/
2"
4 1/
2"
A6.34
NEW THIN STONE VENEER ONEXIST. WALL
MORTAR AND LATH OVERCONTINUOUS DRAINAGE PLANE
MIN4"
WEEP SCREED
EXTERIOR WALL SHEATHING WITHFLUID APPLIED WEATHER BARRIER
- SEE STR.
2x6 WOOD FRAMING AT 16” O.C.
DOUBLE 2x WOOD TOP PLATE -SEE STR.
2x WOOD BLOCKING AS REQUIRED
PRE-FINISHED SHEET METALROOFING WITH DRIP EDGE
EXTERIOR WALL SHEATHING WITH FLUIDAPPLIED WEATHER BARRIER - SEE STR.
2x4 WOOD FRAMING AT 16” O.C.
2x6 WOOD FRAMING AT 16” O.C.
THIN STONE VENEER
MORTAR AND LATH OVER CONTINUOUSDRAINAGE PLANE
WEEP SCREED
EXTERIOR WALL SHEATHING WITH FLUIDAPPLIED WEATHER BARRIER - SEE STR.
EXISTING ROOFING AND STRUCTURE TOREMAIN
TIE NEW EPDM FOR PARAPET WALLS INTOEXISTING ROOF MEMBRANE
A6.38
F.V
.
VA
RIE
S3'
-4"
4"1"
1'-11 5/8"
8" CMU
THIN STONE VENEER
MORTAR AND LATH
WEEP SCREED
ARCHITECTURAL CAST STONECOLUMN CAP - SEE DETAIL 7/A6.3
1/2" EXP. JOINT WITH COMP.FILLER
PATCH PAVEMENT AS NECESSARYFOR NEW CONSTRUCTION
8" CMU
THIN STONE VENEER
MORTAR AND LATH
WEEP SCREED
MIN4"
2" M
IN
EXISTING CONC. RETAINING WALL TO REMAIN
CAST-IN-PLACE CONCRETEFOOTING - SEE STRUCTURAL
2'-6"
DOWEL NEW CMU TO TOP OF EXIST. CONC.RETAINING WALL
SUITE M (SOUTH ELEV.)100'-0"
L-M T.O. CMU113'-4"
A B
HARD COAT EIFS FINISH ON 5/8"GLASS MAT SHEATHING
2x4 WOOD FRAMING AT 16” O.C.
1 1/2" EIFS
PRE-FINIDHED METAL DRIP EDGEFLASHING - MATCH HEIGHT OF
AND ALIGN WITH ADJACENTCOPING CAP
EXTERIOR WALL SHEATHING WITHFLUID APPLIED WEATHER BARRIER
- SEE STR.
METAL CONCEALED FASTENERLAP SIDING - DELTA 16T
7/8" HAT CHANNEL AT 16" O.C.
2x WOOD BLOCKING AS REQUIRED
PRE-FINISHED COPING CAP WITHCONTINUOUS CLEAT
DOUBLE 2x WOOD TOP PLATE - SEE STR.
60-MIL FULLY-ADHERED EPDM ROOFING -EXTEND UP FACE OF WALL - LAP OVER TOPOF WALL UNDER COPING CAP
EXTERIOR WALL SHEATHING - SEE STR.
2x10 WOOD FRAMING AT 24” O.C.
TIE NEW EPDM FOR PARAPET WALLS INTOEXISTING ROOF MEMBRANE
EXISTING ROOFING AND STRUCTURE TOREMAIN
EXISTING 2x CANOPY STRUCTURE TO REMAIN- REMOVE EXISTING FABRIC AWNINGS - PREPSURFACE FOR NEW EIFS FINISH
6'-0
"4'
-0" F
.V.
4"
SLOPED PARAPET BRACING WALL - HOLD TOP4" BELOW PARAPET COPING CAP - SEE STR.
60-MIL FULLY-ADHERED EPDM ROOFING -EXTEND UP FACE AND LAP OVERTOP OFBRACING WALL
Sim
A6.35
Sim
A6.31
4'-8
"
2'-4
"2'
-4"
ALUMINUM SIGN MOUNTINGCHANNEL WITH SNAP FIT METAL
CAP
WEEP SCREED
5A6.2 Sim
3A6.2
1'-11 5/8"
1'-1
1 5/
8"
NEW 30" HIGH METAL FENCE ATTACHED TOTOP OF EXISTING WALL
EXISTING CONC. RETAINING WALL TO REMAIN
8" CMU
MORTAR AND LATH
THIN STONE VENEER
F.V.
1'-0" 1'-0" +/-
EXIST. ROOF STRUCTURE
EXIST. ROOF MEMBRANE
CONT. BEAD OF LAP SEALANT
EPDM SPLICE TAPE
60 MIL EPDM - LAP OVER TOP OF WALL
2x6 WOOD FRAMING AT 24" O.C. BRACE WALL
EXTERIOR WALL SHEATHING WITH FLUIDAPPLIED WEATHER BARRIER - SEE STR.
SLOPED 2x WOOD TOP PLATE - SEE STR.
T.O. WALLVARIES W/SLOPE
Date
Revisions
Project Number
© Copyright ADA 2020
WIEBEDAVID P.
A-2449
TCETIHCRA
STATE OF NEBRASKA
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A6.2WALL SECTIONS
HA
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3/4" = 1'-0"A6.22 STONE PARAPET WALL
3/4" = 1'-0"A6.23 RETAINING WALL PIER
3/4" = 1'-0"A6.21 PARAPET BRACE WALL
1 1/2" = 1'-0"A6.24 PIER PLAN DETAIL
3" = 1'-0"A6.25 PARAPET BRACE WALL DETAIL
# Date
1 1/
2"3"
3/4"
3 1/
4"
7/8" 7/8"2X10 WOOD STUDS AT 24" O.C.
EXTERIOR WALL SHEATHING - SEE STR.
60 MIL EPDM - WRAP OVER TOP OF WALL
PRE-FINISHED FIRESTONE OM CONTINUOUS CLEAT COPING
'J' FLASHING - BY INSTALLER
2X BLOCKING AS REQUIRED
DOUBLE 2X10 TOP PLATE - SEE STR.
PRE-FINISHED HORIZONTAL WALL PANELS - FIRESTONE CFP-16T
1/8" x 1" CONT. NON-CURRING BUTYL TAPE - BY INSTALLER
APPROPRIATE FASTENERS -BY INSTALLER
FLUID APPLIED WEATHER BARRIER
EXTERIOR WALL SHEATHING - SEE STR.
LAP EPDM OVER WEATHER BARRIER
SEALANT
8 1/4"
1 1/
2"3"
3/4"
3 1/
4"
2X10 WOOD STUDS, BLOCKING AT 24" O.C.
EXTERIOR WALL SHEATHING - SEE STR.
60 MIL EPDM - WRAP OVER TOP OF WALL
PRE-FINISHED FIRESTONE OM CONTINUOUS CLEAT COPING
2X BLOCKING AS REQUIRED
DOUBLE TOP PLATE - SEE STR.
FLUID APPLIED WEATHER BARRIER
EXTERIOR WALL SHEATHING - SEE STR.
LAP EPDM OVER WEATHER BARRIER
SEALANT
8 1/4"
8"
EPDM SPLICE TAPE
CONT. BEAD OF LAP SEALANT
EXIST. ROOF STRUCTURE
EXIST CANOPY EDGE
EXIST. ROOF MEMBRANE1 1/2" EIFS
9 1/
2"
4 1/
2"
2X10 WOOD STUDS AT 24" O.C.
EXTERIOR WALL SHEATHING - SEE STR.
60 MIL EPDM - WRAP OVER TOP OF WALL
FLUID APPLIED WEATHER BARRIER
EXTERIOR WALL SHEATHING - SEE STR.
PRE-FINISHED FLASHING WITH DRIP EDGE -ALIGN WITH ADJACENT WALL COPING
EPDM SPLICE TAPE
CONT. BEAD OF LAP SEALANT
EXIST. ROOF STRUCTURE
EXIST CANOPY EDGE
EXIST. ROOF MEMBRANE1 1/2" EIFS
7/8" HAT CHANNEL
APPROPRIATE FASTENERS
1/8" x1" CONT. NON-CURRING BUTYL TAPE
LAP SELF-ADHESIVE FLASHING OVER HAT CHANNEL
PRE-FINISHED HORIZONTAL WALL PANELS - FIRESTONE CFP-16T
FLUID APPLIED WEATHER BARRIER
8" M
IN.
1 1/2" EIFS
APPROPRIATE FASTENER - 12" O.C. MAX
PRE-FINISHED COPING CAP - BEYOND
EXIST. ROOF STRUCTURE
EXIST. ROOF MEMBRANE
CONT. BEAD OF LAP SEALANT
EPDM SPLICE TAPE
60 MIL EPDM - CONTINUE UP FACE OF WALL 8" MIN
2X6 WOOD STUDS AT 16" O.C.
EXTERIOR WALL SHEATHING - SEE STR.
FLUID APPLIED WEATHER BARRIER
PRE-FINISHED METAL COUNTERFLASHING -3" MIN. FACE
CONT. BEAD OF ROOFING MAN. APPROVED SEALANT
WEEP SCREED
THIN STONE VENEER
FASTENERS AT 12" O.C. MAX
PRE-FINISHED COPING CAP - BEYOND
EXIST. ROOF STRUCTURE
EXIST. ROOF MEMBRANE
CONT. BEAD OF LAP SEALANT
EPDM SPLICE TAPE
60 MIL EPDM - CONTINUE UP FACE OF WALL 8" MIN
2X6 WOOD STUDS AT 16" O.C.
FLUID APPLIED WEATHER BARRIER ON EXTERIOR WALL SHEATHING - SEE STR.
WEEP SCREED
MORTAR AND LATH
SELF ADHESIVE FLASHING
8"
CONT. BEAD OF ROOFING MAN. APPROVED SEALANT
PRE-FINISHED METAL COUNTERFLASHING -3" MIN FACE
FLUID APPLIED WEATHER BARRIER
2'-6
"
2'-6"
2'-6"
3 5/
8"1"
1/2" 1/4"
'V' GROOVE DRIP EDGE
PRE-FINISHED METAL ROOFING WITH DRIP EDGE
2X BLOCKING
THIN STONE VENEER
MORTAR AND LATH
CONTINUOUS DRAINAGE PLANE
FLUID APLLIED WEATHER BARRIERWALL SHEATHING - SEE STR.
2X6 WOOD STUDS AT 16" O.C. - SEE STR.
ROOF SHEATHING - SEE STR.
ROOFING FELT
2X6 RAFTERS AT 24" O.C. - SEE STR.
PRE-FINISHED HORIZONTAL WALL PANELS - FIRESTONE CFP-16T
T-BAR WITH FASTENER - 12" O.C. MAX
PRE-FINISHED COPING CAP - BEYOND
EXIST. ROOF MEMBRANE
CONT. BEAD OF LAP SEALANT
EPDM SPLICE TAPE
60 MIL EPDM - CONTINUE UP FACE OF WALL 8" MIN
2X6 WOOD STUDS AT 16" O.C.
EXTERIOR WALL SHEATHING - SEE STR.
FLUID APPLIED WEATHER BARRIER
PRE-FINISHED METAL COUNTERFLASHING -3" MIN. FACE
CONT. BEAD OF ROOFING MAN. APPROVED SEALANT
8" M
IN
SELF ADHESIVE FLASHING OVER HAT CHANNEL AND FLASHING
7/8" HAT CHANNEL
APPROPRIATE FASTENERS
60-MIL FULLY-ADHERED EPDM ROOFING -EXTEND UP FACE OF WALL - LAP OVER TOPOF WALL UNDER COPING CAP
6" +
/-
EXISTING 2x CANOPY STRUCTURE TO REMAIN- REMOVE EXISTING FABRIC AWNINGS - PREPSURFACE FOR NEW EIFS FINISH
EXTERIOR WALL SHEATHING WITH FLUIDAPPLIED WEATHER BARRIER - SEE STR.
1 1/2" EIFS
ALUMINUM SIGN MOUNTINGCHANNEL WITH SNAP-FIT METAL
CAP - VERIFY SIZE WITH NEBRASKASIGN
1 1/2" EIFS
SEALANT
SEALANT
ALUMINUM SIGN MOUNTINGCHANNEL WITH SNAP-FIT METAL
CAP - VERIFY SIZE WITH NEBRASKASIGN
EXISTING CONC. PANEL TOREMAIN UNCHANGED
SEALANT
SEALANT
2" M
IN.2" MIN.
CONTINUOUS BEAD OF LAP SEALANT AROUND ENTIRE PERIMETER
S.S. WORM GEAR HOSE CLAMP
EXIST ROOF MEMBRANE
EXIST. ROOF STRUCTURE
GALV. STEEL KICKER - SEE STR.
GALV. STEEL PLATE - SEE STR.
EXIST. ROOF INSULATION
5" FULLY ADHERED EPDM FLASHING
9" FULLY ADHERED EPDM FLASHING
CONTINUOUS BEAD OF LAP SEALANT AROUND ENTIRE PERIMETER
2x BLOCKING UNDER STEEL PLATE
2" M
IN.2" MIN.
CONTINUOUS BEAD OF LAP SEALANT AROUND ENTIRE PERIMETER
S.S. WORM GEAR HOSE CLAMP
60-MIL FULLY ADHERED EPDM UP FACE OF WALL
2x6 WOOD STUDS AT 16" O.C.
GALV. STEEL KICKER - SEE STR.
EXT. WALL SHEATHING - SEE STR.
EXT. WALL SHEATHING - SEE STR.
5" FULLY ADHERED EPDM FLASHING
9" FULLY ADHERED EPDM FLASHING
CONTINUOUS BEAD OF LAP SEALANT AROUND ENTIRE PERIMETER
FLUID APPLIED WEATHER BARRIER
7/8" HAT CHANNEL
PRE-FINISHED HORIZONTAL WALL PANELS - FIRESTONE CFP-16T
Date
Revisions
Project Number
© Copyright ADA 2020
WIEBEDAVID P.
A-2449
TCETIHCRA
STATE OF NEBRASKA
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20-085
A6.3WALL DETAILS
HA
MP
TON
EN
TER
PR
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S90
0 N
70T
H S
TM
EA
DO
WLA
NE
SH
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21
3" = 1'-0"A6.35 WALL CAP - METAL PANEL
3" = 1'-0"A6.36 WALL CAP - EIFS
3" = 1'-0"A6.31 EIFS TO METAL PANEL TRANSITION
3" = 1'-0"A6.32 EPDM TO EIFS TRANSITION
3" = 1'-0"A6.34 EPDM TO STONE TRANSITION
1 1/2" = 1'-0"A6.37 CAST STONE PROFILE
3" = 1'-0"A6.38 STONE PARAPET CAP
3" = 1'-0"A6.33 EPDM TO METAL PANEL TRANSITION
3" = 1'-0"A6.39 SIGN MOUNTING CHANNEL AT EIFS
3" = 1'-0"A6.310 SIGN MOUNTING AT CONC.
3" = 1'-0"A6.311 SUPPORT FLASHING SECTION DETAIL AT ROOF
3" = 1'-0"A6.312 SUPPORT FLASHING PLAN DETAIL AT WALL
# Date
A15
S200
7'-
0"
AA
A
B
15
15
21
21
20
20
19
19
18
18
17
17
16
16
14
14
E
U
V
X
C
Y
13
13
12
12
11
11
10
10
9
9
8
8
7
7
6
6
5
5
4
4
3
3
2
2
1/NJ
1/NJ
NH
NH
NF
NF
NE
NE
ND
ND
NC
NC
NB
NB
NA
NA
N13
N12
N11
N10
N9
N8N8
N7N7
N6N6
N5N5
N4N4
N3N3
N2N2
N1N1
30 PSF
12'-6" 21'-4" 24'-0" 19'-4" 20'-8" 21'-8" 20'-6" 24'-6" 20'-0" 20'-6" 20'-0" 25'-0" 20'-0" 20'-0" 20'-0" 16'-6" 20'-0" 20'-6"
E11
S200
E11
S200
E11
S200
E11
S200
E11
S200
E11
S200
E11
S200
E11
S200TYPA11
S200TYP
M12
S200
A11
S200
E11
S200
A15
S200
E11
S200
23 PSF
5'-3"
INDICATES DRIFTINGSNOW LOAD~TYP
EQ EQ EQ EQ
SHEAR WALL,SEE DTL N4/S200
H7
S200
TYP
M8
S200
TYP
J4
S200
27 P
SF
6'-
4"
7'-
0"
30 PSF
7'-
0"
30 PSF
7'-
0"
30 PSF
A3
S200
E3
S200
EQ
EQ
EQ
SHEAR WALL,SEE DTL A7/S200
23 PSF
5'-3"
23 PSF
5'-3"
P12
S200
A7
S200
N4
S200
EXIST SIGNTO REMAIN
EXIST CONCRETAINING WALL
EXIST CONCRETAINING WALL
NEW CMUPIER~TYP
SIM
SIM
SIM
SIM
H7
S200SIM
H7
S200
SIM
JOIST 1EXIST JOIST TO BEREINFORCED SEEDTL J1/S200
JOIST 23 EXIST JOIST TO BEREINFORCED FORSHEAR SEE DTL J1/S200
21'-2" 3'-0"2'-0" 16'-2" 10'-0" 22'-10"
5'-
0"
23'-
2"
23'-
0"
18'-
0"
25'-
0"
25'-
0"
25'-
0"
120
1 O
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#:
DateDateDateDate
RevisionsRevisionsRevisionsRevisions
Project NumberProject NumberProject NumberProject Number
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
A
B
C
D
E
F
G
H
J
K
L
M
N
O
P
Q
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
© Copyright ADA 2020
16
16
A
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D
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L
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20-085
S101ROOF FRAMING PLAN
HA
MP
TO
N E
NT
ER
PR
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SE
nte
r ad
dre
ss h
ere
ME
AD
OW
LA
NE
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AC
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LIN
CO
LN
, N
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SCALE: 1/16"=1'-0"
ROOF FRAMING PLANA1
# Date
FIELD VERIFY AND COORDINATE ALL PARAPET DIMENSIONS SHOWN WITH ARCHITECTURAL
AAB
6'-
1 1
/4"
(2)-2x10's w/ STAGGEREDSPLICES NAILED TOGETHER w/ 16d NAILS @ 12" O.C. STAGGERED, 6'-0"MIN DISTANCE BTWNSPLICES
5/8" SHEATHING BOTH SIDES
2x10 GLUED & NAILED w/ (2)-16dCOMMON NAILS@ 12" STAGGERED
2 ROWS OF 8d NAILSEA SIDE @ 3" O.C. &CENTER 1/3 OF SPANBETWEEN COLUMNSNAILED @ 6" O.C.
EXIST WALL
EXIST AWNINGBOX BEAM
EXIST ROOFSHEATHING
EXIST 2x4'S @ 24" O.C.
8d NAILS EA SIDE @ 3" O.C. & CENTER 1/3 OF SPAN BETWEEN COLUMNSNAILED @ 6" O.C.
2x10 VERTS @24" O.C.
8'-7 3/4" F.V.
SISTER NEWD.F. SELECTSTRUCTURAL2x4 TO EXIST w/ 16d COMMONNAILS @ 12" O.C.STAGGERED
T.O. WALLSEE ARCH
SIMPSON H3HURRICANETIE @ EA END
EXIST LEDGER~TYP 4'-
0"
F.V
.
TEMPORARILY SHOREEXIST BOX BEAM @QUARTER POINTS ALONGTHE SPAN UNTIL CONSTRUCTIONOF NEW BOX BEAM IS COMPLETEAND GLUE IS SET
AAB
2x6 TOP PLATE
2x6 @24" O.C.
SEE DTLFOR BOX BEAM FRAMING
/A15 S200
2x6 BOT PLATEw/ 4" SIMPSON SDWSSCREWS @ 6" O.C.
(2)-2x4's DIRECTLYBELOW WALL BRACE
EXIST WALL
EXISTAWNINGBOX BEAM
EXIST ROOF
WALL SHEATHING,BOTH SIDES
T.O. WALLSEE ARCH
4" SIMPSON SDWSSCREWS @ 6" O.C.INTO STUD
WALL SHEATHINGIS TO BE CONTINUOUS
EXIST LEDGER~TYP
SIMPSON H3HURRICANETIE @ EA END
3/4" EPOXY ANCHOR@ LEDGER w/ 4" MINEMBED
1.0 1.0 1.0 1.0 ---- DESIGN PARAMETERSDESIGN PARAMETERSDESIGN PARAMETERSDESIGN PARAMETERS
A. MODEL CODE USED IN DESIGN: INTERNATIONAL BUILDING CODE (IBC) 2012.B. LOADS
1. ROOF LIVE =20 PSF2. ROOF SNOW
a. Pg= 25 PSFb. Pf= 20 PSFc. Rain on Snow= 5 PSFd. Ce= 1.0e. Is= 1.0f. Ct= 1.0
3. WINDa. BASIC WIND SPEED (3-SECOND GUST)…115 MPHb. EXPOSURE CATEGORY: Bc. GCpi = +/- 0.18 (ENCLOSED)
2.0 2.0 2.0 2.0 ---- GENERAL CONSTRUCTION NOTESGENERAL CONSTRUCTION NOTESGENERAL CONSTRUCTION NOTESGENERAL CONSTRUCTION NOTES
A. ALL DIMENSIONS IN THE STRUCTURAL DRAWINGS SHALL BE VERIFIED AGAINST THE ARCHITECTURAL DRAWINGS. DRAWINGS SHOULD NOT BE SCALED.
B. ANY DISCREPANCIES BETWEEN THE ARCHITECTURAL AND STRUCTURAL DRAWINGS SHALL BE VERIFIED BY THE ARCHITECT.
C. ARCHITECT’S APPROVAL MUST BE SECURED FOR ALL SUBSTITUTIONS.D. WRITTEN CLARIFICATION IS TO BE OBTAINED FROM THE STRUCTURAL ENGINEER FOR ANY
DISCREPANCIES BETWEEN THE STRUCTURAL DRAWINGS AND THE PROJECT SPECIFICATIONS. WHERE SUCH CLARIFICATION IS NEITHER REQUESTED NOR PROVIDED, THE MORE COSTLY CONDITION SHALL BE ASSUMED BY THE CONTRACTOR. IF CLARIFICATION IS NOT OBTAINED, THE MORE RESTRICTIVE AND COSTLY CONDITION SHALL BE ASSUMED BY THE CONTRACTOR.
E. THE CONTRACTOR SHALL VERIFY ALL ARCHITECTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION AND ELECTRICAL OPENINGS, SIZES, AND LOCATIONS WITH THE STRUCTURAL DRAWINGS. PROVIDE ADDITIONAL FRAMING AND/OR REINFORCING AROUND OPENINGS AS SHOWN IN THE STRUCTURAL DRAWINGS. NOTIFY THE STRUCTURAL ENGINEER FOR CONDITIONS THAT VARY FROM OR ARE NOT SPECIFICALLY DETAILED IN THE DRAWINGS.
F. DETAILS NOTED AS ‘TYPICAL’ APPLY UNLESS SPECIFICALLY DETAILED OTHERWISE. G. SEE THE AISC CODE OF STANDARD PRACTICE FOR BUILDINGS AND BRIDGES DATED APRIL 14, 2010
SECTION 4.3 FOR ELECTRONIC DATA INTERCHANGE PRACTICES, PROCEDURES, AND LIABILITIES, WHERE SUCH DATA INTERCHANGE OCCUR.
H. H. H. H. THE STRUCTURE SHOWN ON THESE DRAWINGS IS SOUND ONLY IN ITS COMPLETED FORM. THE CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY BRACING AND/OR SHORING OF THE STRUCTURE AND ITS COMPONENTS TO RESIST ALL EXTERNAL FORCES DURING CONSTRUCTION. DESIGN OF ANY CONSTRUCTION RELATED ITEMS IS THE RESPONSIBILITY OF THE CONTRACTOR.
3.0 3.0 3.0 3.0 ---- CONCRETECONCRETECONCRETECONCRETE
A. ALL CONCRETE WORK SHALL CONFORM TO ACI 301 LATEST EDITION.B. CONCRETE MIX DESIGNS
1. FOOTINGS AND WALLS: NORMAL WEIGHT CONCRETE.a. MINIMUM COMPRESSIVE STRENGTH (28 DAYS): 4500 PSI b. MAXIMUM WATER-CEMENTITIOUS MATERIALS RATIO: 0.45c. FLY ASH NOT TO EXCEED 30 PERCENT OF CEMENTITIOUS MATERIALS CONTENT BY
WEIGHT.d. SLUMP LIMIT: 3 INCHES BEFORE ADDING HIGH-RANGE WATER-REDUCING ADMIXTURE OR
PLASTICIZING ADMIXTURE, PLUS OR MINUS 1 INCH.e. AIR CONTENT: 5.5 PERCENT, PLUS OR MINUS 1.0 PERCENT AT POINT OF DELIVERY.f. MAXIMUM COARSE-AGGREGATE SIZE: 1 1/2 INCHES.
2. CEMENTITIOUS MATERIALSa. PORTLAND CEMENT: ASTM: ASTM C 150/C 150M, TYPE I/IIb. FLY ASH: ASTM C 618, CLASS F OR C.c. SLAG CEMENT: ASTM C 989/C 989M, GRADE 100 OR 120.
3. NORMAL-WEIGHT AGGREGATES: ASTM C 33/C 33M, CLASS 3S COARSE AGGREGATE OR BETTER, GRADED. PROVIDE AGGREGATES FROM A SINGLE SOURCE WITH DOCUMENTED SERVICE CONDITIONS USING SIMILAR AGGREGATES AND CEMENTITIOUS MATERIALS.a. FINE AGGREGATE: FREE OF MATERIALS WITH DELETERIOUS REACTIVITY TO ALKALI IN
CEMENTC. ALL REINFORCING SHALL BE HIGH STRENGTH DEFORMED BARS, ASTM DESIGNATION A615 WITH
60,000 PSI MINIMUM YIELD POINT AND SHALL CONFORM TO LATEST ASTM SPECIFICATIONS. REINFORCING NOTED TO BE WELDED SHALL MEET ASTM A706.
D. REINFORCEMENT PROTECTION1. CONCRETE POURED AGAINST EARTH………………………………………………3”2. CONCRETE POURED IN FORMS BUT EXPOSED TO WEATHER ON EARTH.
a. IF BARS ARE LARGER THAN #5…………………………………………………2”b. IF BARS ARE #5 OR SMALLER …………………………………………………1 1/2”
3. CONCRETE POURED IN FORMS NOT EXPOSED TO WEATHER OR EARTH.a. WALLS AND SLABS #11 OR SMALLER…………………………………………1”b. BEAMS AND COLUMNS……………………………………………………………1 1/2"
E. PROVIDE DOWELS FROM FOOTINGS INTO ALL WALLS AND COLUMNS. DOWELS SHALL BE THE SAME SIZE AND SPACING AS VERTICAL REINFORCING OF WALL OR COLUMN UNLESS NOTED OTHERWISE.
F. ALL BAR LENGTHS TO SCALE UNLESS NOTED. LAP SPLICES ARE 48 BAR DIAMETERS, WITH A MINIMUM LAP OF 24”. MAKE ALL BARS CONTINUOUS AROUND CORNERS, THROUGH INTERSECTION AND THROUGH PAD FOOTINGS INTEGRAL WITH TRENCH OR CONTINUOUS FOOTINGS.
G. DETAIL BARS IN ACCORDANCE WITH A.C.I. DETAILING MANUAL, LATEST ADDITION.H. PROVIDE ACCESSORIES AND MEANS NECESSARY TO SECURELY SUPPORT ALL ITEMS IN THEIR
FINAL POSITION PRIOR TO PLACING CONCRETE. THIS INCLUDES, BUT IS NOT LIMITED TO, REINFORCING, ANCHOR BOLTS, AND EMBED PLATES. “WET-SETTING” IS NOT ALLOWED.
I. FOOTINGS SHALL NOT HAVE JOINTS IN HORIZONTAL PLANE. ANY STOP IN CONCRETE WORK MUST BE MADE AT CENTER OF SPAN OR BETWEEN PAD FOOTINGS WITH VERTICAL BULKHEADS AND HORIZONTAL KEYS, UNLESS OTHERWISE SHOWN OR APPROVED. REINFORCEMENT SHALL EXTEND THROUGH CONSTRUCTION JOINTS WITH LAPS AS INDICATED ELSEWHERE.
J. ALL CONCRETE SHALL BE THOROUGHLY CONSOLIDATED IN PLACE USING CONCRETE VIBRATOR. DO NOT USE VIBRATOR TO MOVE CONCRETE.
6.0 6.0 6.0 6.0 ---- WOODWOODWOODWOOD
A. ALL WOOD CONSTRUCTION SHALL CONFORM TO THE TIMBER CONSTRUCTION MANUAL, LATEST EDITION, AND THE I.B.C.
B. USE KILN DRIED S.P.F. #1 OR #2 EXCEPT WHERE NOTED (D.F) USE DOUGLAS FIR #2 OR SOUTHERN PINE #2.
C. PROVIDE 2x SOLID BLOCKING BETWEEN JOISTS AND AT ALL SUPPORTS.D. ALLOWABLE UNIT STRESS USED IN DESIGN OF LAMINATED VENEER LUMBER MEMBERS (L.V.L.) &
PARALLEL STRAND LUMBER (P.S.L.)1. BENDING……………………………………………………2600 PSI2. HORIZONTAL SHEAR………………………………………285 PSI3. MODULUS OF ELASTICITY………………………………1,900,000 PSI4. TENSION PARALLEL TO GRAIN…………………………1850 PSI5. COMPRESSION PARALLEL TO GRAIN…………………2310 PSI6. COMPRESSION PERPENDICULAR TO GRAIN…………750 PSI
E. L.V.L. AND P.S.L. MEMBERS TO MEET ESR-1387.F. SIZES SHOWN FOR L.V.L., P.S.L. AND GLUE LAMINATED LUMBER ARE NET.G. ROOF SHEATHING OVER WOOD TRUSSES TO BE EXPOSURE 1 APA RATED OSB.H. EXTERIOR WALL TO BE 2x6’S SPACED TO MATCH ROOF MEMBERS BUT NOT TO EXCEED 24” O.C.I. WALL SHEATHING TO BE EXPOSURE 1, APA RATED OSB. USE ON ALL EXTERIOR WALLS. PROVIDE 8d
NAILS AT 6” O.C. AT EACH PANEL EDGE AND 12” O.C. AT INTERMEDIATE STUDS.J. PROVIDE FASTENERS APPROVED FOR USE WITH ACQ/AC2 TREATED LUMBER WHERE APPLICABLE.K. SIMPSON CONNECTORS USED IN CONTACT WITH ACQ/AC2 TREATED LUMBER SHALL BE ZMAX (G185)
OR POST-HOT-DIPPED GALVANIZED MINIMUM. STAINLESS STEEL CONNECTORS ARE RECOMMENDED. SUBSTITUTION OF CONNECTORS FROM A MANUFACTURE OTHER THAN SIMPSON STRONG-TIE INC. MUST BE APPROVED BY THE ARCHITECT PRIOR TO USE.
L. NAIL SIZES INDICATED ARE “COMMON” NAILS. STAPLES ARE NOT ALLOWED.M. WHERE WOOD IS INDICATED TO BE SHOT TO BEAM, PROVIDE 2 LINES OF SIMPSON PDPW POWDER
ACTUATED FASTENERS AT 24” O.C. –STAGGERED.
5.0 5.0 5.0 5.0 ---- STEELSTEELSTEELSTEEL
A. ALL STRUCTURAL STEEL SHALL MEET ASTM A 36.B. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED, AND ERECTED IN ACCORDANCE WITH LATEST
PROVISIONS OF A.I.S.C. MANUAL OF STEEL CONSTRUCTION.C. WELD ELECTRODES: 70KSID. WHERE WELD SIZES ARE NOT INDICATED, MINIMUM SIZE WELDS PER AISC 360 SHALL BE USED.E. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE A.W.S. STANDARD QUALIFICATIONS TESTS.
AAB
2x6 TOP PLATE
2x6 @24" O.C.
2x6 BOT PLATEw/ 4" SIMPSONSDWS SCREWS @ 12" O.C.
(2)-2x4's DIRECTLYBELOW WALL BRACE
EXIST WALLEXISTAWNINGBOX BEAM
SEE DTLFOR BOX BEAM FRAMING
/A15 S200
WALL SHEATHINGBOTH SIDES
T.O. WALLSEE ARCH
EXISTROOFSHEATHING
4" SIMPSON SDWSSCREWS @ 6" O.C.INTO STUD
EXIST LEDGER~TYP
5/8" PLYWOODSHEATHING
TYPICAL NAILING REQUIREMENTS
1. EDGES: 8d GALVANIZED @ 6" O.C.2. INTERMEDIATE: 8d GALVANIZED @ 12" O.C.
SEE DTLFOR NAILING REQUIREMENTS@ BOX BEAM
/A15 S200
T.O. WALLSLOPES
2x8 @ 16" O.C.WALL SHEATHING
3/4" PLYWOOD ROOF SHEATHING GLUED& NAILED w/ 8d NAILS @ 6" O.C. AROUND PERIMETER
2x8 DOUBLETOP PLATE
2x8 BOTTOMPLATE
EXIST CMU WALL
T.O. EXIST WALLSLOPES
EXIST ROOFDECK
1/4"x3" TITEN SCREWS @ 12" O.C.
2x6 BOT PLATEw/ 2 3/8" SIMPSON TBSCREWS @ 12" O.C.
CONTRACTOR NOTE: EXISTING DRAWINGS WERE NOT AVAILABLE FORTHIS BUILDING; CONDITIONS ARE ASSUMED. NOTIFY ENGINEER IF EXISTINGCONDITIONS VARY FROM WHAT IS SHOWN
EXIST FACE BRICKNOT SHOWN
EXIST CMUBOND BEAM
END WALL SEE DTLOR
(2)-1/2" THRUBOLTS
HSS3x3x1/4HOT-DIPPEDGALVANIZEDKICKER
5/8" SIMPSONSET-XP EPOXYANCHOR w/ 6" MIN EMBED INTO EXIST BOND BEAM 6 1/2"x1/4"x4"
PL WELDED TO END OF TUBE
T.O. WALLSEE ARCH
T.O. EXIST WALL1/2" THRUBOLT TO EXIST JOIST@ SIM
/E11 S200/E3 S200
2'-0"
3'-
4"
PAVING~NOT BYSTRUCTURAL 1
"
PRECAST CAP~SEE ARCH
8" CMU GROUTED SOLID
#5 VERT @ EA CORNER
9" MIN
EPOXY #5DOWEL INTOEXIST RETAININGWALL w/ 6" MINEMBED TO MATCHCMU WALL VERTS
#5 DOWEL TO MATCH VERT REINF
EPOXY #5 VERT INTOTOP OF EXIST RETAININGWALL w/ 6" MINEMBED
EXIST RETAININGWALL
NEW CONC FTG
T.O. EXIST FTG
T.O. EXIST RETAIN WALL
MATCH TOPOF EXIST RETAININGWALL FTG
NH
(2)-2x8 TOP PLATE
2x8 @ 24" O.C.
2x8 BOT PLATEw/ 1/4"x3" TITEN SCREWS @24" O.C.
WALL SHEATHINGBOTH SIDES FASTENEDw/ 8d NAILS @ 6" O.C.@ ALL EDGES
EXISTBEAM
EXIST PRECASTPANEL
EXISTROOFDECK
CONTINUOUSBLOCKING
#12 SELF TAPPINGSCREW @ 12" O.C.THRU BLOCKINGINTO EXIST DECK
T.O. WALLSEE ARCH
T.O. EXIST BM
NHNF
2x6 TOP PLATE
2x6 @24" O.C.
SEE DTLFOR WALL FRAMING
2x6 BOT PLATEw/ 2 3/8" SIMPSON TBSCREWS @ 6" O.C.
WALL SHEATHING,BOTH SIDES
T.O. WALLSEE ARCH
4" SIMPSON SDWSSCREWS @ 6" O.C.INTO STUD
EXIST JOIST EXIST BEAM
/J4 S200
EXIST PRECASTPANEL
NHNF
EXISTBEAM
EXIST PRECASTPANEL
EXISTROOFDECK
T.O. WALLSEE ARCH
T.O. EXIST BM
DOUBLE2x6 TOP PLATE
2x6 @ 24" O.C.
WALL SHEATHING,BOTH SIDES
4" SIMPSON SDWSSCREWS @ 6" O.C.INTO STUD
SEE DTLFOR WALL FRAMING
/J4 S200
2x6 BOT PLATEw/ 2 3/8" SIMPSON TBSCREWS @ 6" O.C.
T.O. EXIST WALL
EXIST ROOFDECK
3/16EAEND
(2)-2x6
EXIST CMU WALL
5/8" SIMPSONSET-XP EPOXYw/ 6" MIN EMBED
SIMPSON HDB5HOLD-DOWN w/(2)-3/4" STUDBOLTS
5/8" THRUBOLT
L6x4x7/16SPANNINGFROM EXISTJOIST TO EXIST JOIST
A
A
EXIST JOIST
L6x4x5/16
T.O. EXIST WALLSLOPES
EXIST CMU WALL
5/8" SIMPSONSET-XP EPOXYw/ 4" MIN EMBED
3/16
ANGLE CONNECTION @ JOIST ANGLE CONNECTION @ CMU WALL
L3x3x1/43/16 L3x3x1/4
x2'-0"
SEE DTLFOR ADDITIONALINFO
/A7 S200
CONTRACTOR NOTE: EXISTING DRAWINGS WERE NOT AVAILABLE FOR THIS BUILDING; CONDITIONS ARE ASSUMED. NOTIFY ENGINEER IF EXISTING CONDITIONS VARY FROM WHAT IS SHOWN
T.O. WALL
T.O. EXIST WALLSLOPES
EXIST ROOF
3/16EAEND
L4x4x1/4
3/16 3EA
END
(2)-2x6
WALLSHEATHING
EXIST ROOFJOIST TO BEREINFORCED,SEE DTL J1/S200
EXIST PRECASTPANEL
SIMPSON HDB5HOLD-DOWN w/(2)-3/4" STUDBOLTS
SOLID BLOCKING@ SHEATHING JOINTS
5/8" THRUBOLT
L6x4x7/16
8"
CONTRACTORS OPTION: SIMPSON HDU8-SDS2.5 HOLD-DOWN MAY BE USEDINSTEAD OF SIMPSON HDB5. ALL HOLD-DOWNS ARE TO BE INSTALLED TO MEET MANUFACTURERS REQUIREMENTS.
NF
EXISTPRECASTPANEL
EXISTBEAMEXIST JOIST
EXIST ROOFDECK
2x6 BOT PLATEw/ 2 3/8" SIMPSON TBSCREWS @ 12" O.C.
1/4"x3" TITEN SCREWS @ 12" O.C.
SEE DTLFOR ADDITIONALINFO
/M12 S200
SHEAR REINFDETAIL
MOMENT REINFDETAIL
3/16 2@123/16 2@12
3/16 63/16 6 EA
END
3/16
EAEND
~TYP
1/4"x4"x16'-0"CENTERED ONJOIST SPAN
L2x2x1/4 TOMATCH RODWEB STAGGEREDEA SIDE OF WEB
28'-0"
1/4"x4"x16'-0"CENTERED ONJOIST SPAN
EXTEND 9'0"SHEAR REINF TO
EXTEND 9'-0"SHEAR REINF TO
16'-0"INDICATESL2x2x1/4 TOMATCH RODWEB STAGGEREDEA SIDE OF WEB
ELEVATION JOIST 1
EXISTJOIST
28'-0"
4'-0" FROM ENDSHEAR REINF TO EXTEND
INDICATESL2x2x1/4 TOMATCH RODWEB STAGGEREDEA SIDE OF WEB
ELEVATION JOIST 2
EXISTJOIST
WEST END
EXISTJOIST
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20-085
S200GENERAL NOTES & DETAILS
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SCALE: 1/2" = 1'-0"
PARAPET WALL FRAMING DETAILA15SCALE: 1/2" = 1'-0"
PARAPET WALL BRACE FRAMING DETAILA11
SCALE: NO SCALE
GENERAL NOTESF15
SCALE: 1/2" = 1'-0"
PARAPET WALL RETURN FRAMING DETAILE11
SCALE: 1/2" = 1'-0"
WALL SHEATHING DIAGRAMJ12
SCALE: 1/2" = 1'-0"
WALL FRAMING DETAILM12
SCALE: 3/4" = 1'-0"
TYPICAL WALL RETURN BRACE DETAILH7
SCALE: 3/4" = 1'-0"
RETAINING WALL PIER DETAILM8
SCALE: 1/2" = 1'-0"
WALL FRAMING DETAILJ4
SCALE: 1/2" = 1'-0"
WALL BRACE FRAMING DETAILA3
SCALE: 1/2" = 1'-0"
END WALL FRAMING DETAILE3
SCALE: 3/4" = 1'-0"
SHEAR WALL CONNECTION DETAILN4
SCALE: 3/4" = 1'-0"
SHEAR WALL DETAILA7
SCALE: 1/2" = 1'-0"
BASE CONNECTION DETAILP12
# Date
SCALE: 1" = 1'-0"
JOIST REINFORCING DETAILJ1
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