HomeMy WebLinkAbout17070113 Building Plans
MUNICIPALITY:PROJECT DATA:
CITY OF CARMEL
PROJECT ADDRESS7382 EAST 146TH ST
CONSTRUCTION PLANS
MAYOR: JAMES BRAINARD
PROJECT AREA2.14 ACRES
BUILDING AREA19,850 SQ FT
FOR
Description
DIRECTOR: MIKE HOLLIBAUGH
Date
SHEET INDEX:
OWNER:
LEGACY PUD RETAIL DEVELOPMENT
Mark
Revisions
SHEETDESCRIPTION
CSCOVER SHEET
C101EXISTING CONDITIONS AND DEMOLITION PLAN
C201SITE PLAN
MIKE CRESS
C202SITE DETAILS
5644 COVENTRY LANEFORT WAYNE, IN 46804
Architecture + InteriorsCivil EngineeringSurvey + 3D Laser ScanningEnergy + FacilitiesEquipment PlanningReal Estate Services
C203SITE DETAILS
260-434-4000 ext. 81mike.cress@felderman.com
C301GRADING PLAN
ENGINEER:
C302GRADING PLAN
C401STORMWATER POLLUTION PREVENTION PLAN
C402STORMWATER POLLUTION PREVENTION DETAILS
R
C403STORMWATER POLLUTION PREVENTION NOTES
(317) 844-6777
E-Mail cripe@cripe.biz
UTILITY PLAN
C501
Indianapolis, Indiana 46240
UTILITY DETAILS
C502
3939 Priority Way South Drive, Suite 200
3939 PRIORITY WAY SOUTH DRIVE, SUITE 200
STORM SEWER PLAN AND PROFILE
C701
INDIANAPOLIS, INDIANA 46240
STORM SEWER PLAN AND PROFILE
C702
(317) 844-6777 FAX (317) 706-6451
R
LOCATION MAP:
BENCHMARKS:
REFERENCE BENCHMARK: U.S.G.S. DISK (STAMPED "95
RHP 1951") SET IN THE TOP OF A CONCRETE POST AT THE
SOUTHWEST CORNER OF THE ROUND-A-BOUT LOCATED
AT EAST MAIN STREET (131ST STREET) AND RIVER ROAD.
ELEV.=750.99 (ELEVATION CONVERTED FROM NGVD 29
TO NAVD 88)
COVER SHEET
T.B.M.: A RAILROAD SPIKE SET IN THE NORTH SIDE OF
VICINITY MAP:
7382 EAST 146TH STREET
POWER POLE "#125 A HMI" LOCATED NORTH OF THE
NOBLESVILLE, INDIANA 46062
SOUTH RIGHT OF WAY OF 146TH STREET AND 266 FEET
EAST OF THE CENTER LINE OF COMMUNITY DRIVE.
ELEV.=759.14
LEGACY PUD RETAIL DEVELOPMENT
JACLYN ALTSTADT
AGENCY & UTILITY INFO:
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CERTIFIED BY:
AGENCY/UTILITYPHONE NUMBER
1:39 PM
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CARMEL DEPARTMENT OF PLANNING AND ZONING317-571-2417
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CARMEL FIRE DEPARTMENT317-571-2600
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HAMILTON COUNTY SWCD317-773-2181
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DUKE ENERGY800-521-2232
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STATE OF
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VECTREN GAS317-260-5301
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CARMEL UTILITIES WATER317-460-4131
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February 22, 2017
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CARMEL UTILITIES SANITARY317-538-5821
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Date
08-18-2016
COVER SHEET
CAUTION
LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON
ABOVE GROUND EVIDENCE (INCLUDING, BUT NOT LIMITED TO,MANHOLES, INLETS, VALVES, AND
MARKS MADE UPON THE GROUND BY OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO
BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUNDEVIDENCE
OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID
EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTORPRIOR TO ANYAND
ALL CONSTRUCTION.
FOR CALLS IN INDIANACALL TOLL FREE
Drawn By:
CRIPE TEAM:Checked By:
Quality Assurance:
PROJECT MANAGERDAVID KUEHNEN, PE317-706-6382
Scale: 1" =
N/A
dkuehnen@cripe.biz
PROJECT ENGINEER
STEV PIERRE, EI317-706-6309
Sheet
PROJECT SURVEYOR
ERIC WHITE317-706-6333
CS
QUALITY ASSURANCE
DAVID KUEHNEN, PE317-706-6382
= SITE
Date
08-18-2016
Paul I. Cripe, Inc.
Project Number
O:\\2016\\160413\\20000\\Cad\\Engr\\CDs\\_CS_Cover Sheet.dwg
C
160413-20000
Description
Date
Mark
Revisions
Architecture + InteriorsCivil EngineeringSurvey + 3D Laser ScanningEnergy + FacilitiesEquipment PlanningReal Estate Services
(317) 844-6777
E-Mail cripe@cripe.biz
Indianapolis, Indiana 46240
3939 Priority Way South Drive, Suite 200
R
JACLYN ALTSTADT
7382 EAST 146TH STREET
,
NOBLESVILLE, INDIANA 46062
1:45 PM
LEGACY PUD RETAIL DEVELOPMENT
February 22, 2017
,
EXISTING CONDITIONS AND DEMOLITION PLAN
CERTIFIED BY:
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Date
08-18-2016
COVERING
EXISTING CONDITIONS AND
DEMOLITION
FOR CALLS IN INDIANACALL TOLL FREE
Drawn By:
Checked By:
Quality Assurance:
Scale: 1" =
20'
Sheet
C101
Date
08-18-2016
Paul I. Cripe, Inc.
Project Number
O:\\2016\\160413\\20000\\Cad\\Engr\\CDs\\C101_Existing Conditions and Demolition Plan.dwg
C
160413-20000
Description
Date
Mark
Revisions
Architecture + InteriorsCivil EngineeringSurvey + 3D Laser ScanningEnergy + FacilitiesEquipment PlanningReal Estate Services
(317) 844-6777
E-Mail cripe@cripe.biz
Indianapolis, Indiana 46240
3939 Priority Way South Drive, Suite 200
R
SITE PLAN
7382 EAST 146TH STREET
NOBLESVILLE, INDIANA 46062
LEGACY PUD RETAIL DEVELOPMENT
CERTIFIED BY:
JACLYN ALTSTADT
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Date
08-18-2016
COVERING
SITE PLAN
DESIGN
FOR CALLS IN INDIANACALL TOLL FREE
Drawn By:
Checked By:
Quality Assurance:
Scale: 1" =
20'
Sheet
C201
Date
08-18-2016
Paul I. Cripe, Inc.
Project Number
O:\\2016\\160413\\20000\\Cad\\Engr\\CDs\\C201_Site Plan.dwg
C
160413-20000
Description
Date
Mark
Revisions
Architecture + InteriorsCivil EngineeringSurvey + 3D Laser ScanningEnergy + FacilitiesEquipment PlanningReal Estate Services
(317) 844-6777
E-Mail cripe@cripe.biz
Indianapolis, Indiana 46240
3939 Priority Way South Drive, Suite 200
R
SITE DETAILS
7382 EAST 146TH STREET
NOBLESVILLE, INDIANA 46062
LEGACY PUD RETAIL DEVELOPMENT
JACLYN ALTSTADT
,
CERTIFIED BY:
1:49 PM
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February 22, 2017
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08-18-2016
COVERING
SITE DETAILS
DESIGN
FOR CALLS IN INDIANACALL TOLL FREE
Drawn By:
Checked By:
Quality Assurance:
Scale: 1" =
N/A
Sheet
C202
Date
08-18-2016
Paul I. Cripe, Inc.
Project Number
O:\\2016\\160413\\20000\\Cad\\Engr\\CDs\\C202_Site Details.dwg
C
160413-20000
Description
Date
Mark
Revisions
Architecture + InteriorsCivil EngineeringSurvey + 3D Laser ScanningEnergy + FacilitiesEquipment PlanningReal Estate Services
(317) 844-6777
E-Mail cripe@cripe.biz
Indianapolis, Indiana 46240
3939 Priority Way South Drive, Suite 200
R
SITE DETAILS
7382 EAST 146TH STREET
NOBLESVILLE, INDIANA 46062
LEGACY PUD RETAIL DEVELOPMENT
JACLYN ALTSTADT
,
CERTIFIED BY:
1:50 PM
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February 22, 2017
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Date
08-18-2016
COVERING
SITE DETAILS
DESIGN
FOR CALLS IN INDIANACALL TOLL FREE
Drawn By:
Checked By:
Quality Assurance:
Scale: 1" =
N/A
Sheet
C203
Date
08-18-2016
Paul I. Cripe, Inc.
Project Number
O:\\2016\\160413\\20000\\Cad\\Engr\\CDs\\C202_Site Details.dwg
C
160413-20000
Description
Date
Mark
Revisions
Architecture + InteriorsCivil EngineeringSurvey + 3D Laser ScanningEnergy + FacilitiesEquipment PlanningReal Estate Services
(317) 844-6777
E-Mail cripe@cripe.biz
Indianapolis, Indiana 46240
3939 Priority Way South Drive, Suite 200
R
7382 EAST 146TH STREET
NOBLESVILLE, INDIANA 46062
JACLYN ALTSTADT
,
LEGACY PUD RETAIL DEVELOPMENT
1:50 PM
CITY OF CARMEL RIGHT-OF-WAY PAVING POLICY
CERTIFIED BY:
February 22, 2017
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08-18-2016
COVERING
CITY OF CARMEL
RIGHT-OF-WAY PAVING POLICY
DESIGN
FOR CALLS IN INDIANACALL TOLL FREE
Drawn By:
Checked By:
Quality Assurance:
Scale: 1" =
N/A
Sheet
C204
Date
08-18-2016
Paul I. Cripe, Inc.
Project Number
O:\\2016\\160413\\20000\\Cad\\Engr\\CDs\\C204_Right of Way Paving Policy.dwg
C
160413-20000
Description
Date
Mark
Revisions
Architecture + InteriorsCivil EngineeringSurvey + 3D Laser ScanningEnergy + FacilitiesEquipment PlanningReal Estate Services
(317) 844-6777
E-Mail cripe@cripe.biz
Indianapolis, Indiana 46240
3939 Priority Way South Drive, Suite 200
R
7382 EAST 146TH STREET
NOBLESVILLE, INDIANA 46062
JACLYN ALTSTADT
,
LEGACY PUD RETAIL DEVELOPMENT
CITY OF CARMEL CONCRETE CURB POLICY
1:51 PM
CERTIFIED BY:
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February 22, 2017
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Date
08-18-2016
COVERING
CITY OF CARMEL
CONCRETE CURB POLICY
DESIGN
FOR CALLS IN INDIANACALL TOLL FREE
Drawn By:
Checked By:
Quality Assurance:
Scale: 1" =
N/A
Sheet
C205
Date
08-18-2016
Paul I. Cripe, Inc.
Project Number
O:\\2016\\160413\\20000\\Cad\\Engr\\CDs\\C205_Concrete Curb Policy.dwg
C
160413-20000
Description
Date
Mark
Revisions
Architecture + InteriorsCivil EngineeringSurvey + 3D Laser ScanningEnergy + FacilitiesEquipment PlanningReal Estate Services
(317) 844-6777
E-Mail cripe@cripe.biz
Indianapolis, Indiana 46240
3939 Priority Way South Drive, Suite 200
R
7382 EAST 146TH STREET
GRADING PLAN
NOBLESVILLE, INDIANA 46062
LEGACY PUD RETAIL DEVELOPMENT
JACLYN ALTSTADT
,
CERTIFIED BY:
.
1:49 PM K
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July 5, 2017
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Date
08-18-2016
COVERING
GRADING PLAN
DESIGN
FOR CALLS IN INDIANACALL TOLL FREE
Drawn By:
Checked By:
Quality Assurance:
Scale: 1" =
20'
Sheet
C301
Date
08-18-2016
Paul I. Cripe, Inc.
Project Number
O:\\2016\\160413\\20000\\Cad\\Engr\\CDs\\C301_Grading Plan.dwg
C
160413-20000
Description
Date
Mark
Revisions
Architecture + InteriorsCivil EngineeringSurvey + 3D Laser ScanningEnergy + FacilitiesEquipment PlanningReal Estate Services
(317) 844-6777
E-Mail cripe@cripe.biz
Indianapolis, Indiana 46240
3939 Priority Way South Drive, Suite 200
R
7382 EAST 146TH STREET
GRADING PLAN
NOBLESVILLE, INDIANA 46062
LEGACY PUD RETAIL DEVELOPMENT
JACLYN ALTSTADT
,
CERTIFIED BY:
.
1:49 PM K
K
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July 5, 2017
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Date
08-18-2016
COVERING
GRADING PLAN
DESIGN
FOR CALLS IN INDIANACALL TOLL FREE
Drawn By:
Checked By:
Quality Assurance:
Scale: 1" =
20'
Sheet
C302
Date
08-18-2016
Paul I. Cripe, Inc.
Project Number
O:\\2016\\160413\\20000\\Cad\\Engr\\CDs\\C301_Grading Plan.dwg
C
160413-20000
Description
Date
Mark
Revisions
Architecture + InteriorsCivil EngineeringSurvey + 3D Laser ScanningEnergy + FacilitiesEquipment PlanningReal Estate Services
(317) 844-6777
E-Mail cripe@cripe.biz
Indianapolis, Indiana 46240
3939 Priority Way South Drive, Suite 200
R
7382 EAST 146TH STREET
JACLYN ALTSTADT
,
NOBLESVILLE, INDIANA 46062
10:03 AM
LEGACY PUD RETAIL DEVELOPMENT
STORMWATER POLLUTION PREVENTION PLAN
February 23, 2017
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CERTIFIED BY:
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Date
08-18-2016
COVERING
SWPP PLAN
DESIGN
FOR CALLS IN INDIANACALL TOLL FREE
Drawn By:
Checked By:
Quality Assurance:
Scale: 1" =
20'
Sheet
C401
Date
08-18-2016
Paul I. Cripe, Inc.
Project Number
O:\\2016\\160413\\20000\\Cad\\Engr\\CDs\\C401_Stormwater Pollution Prevention Plan.dwg
C
160413-20000
Description
Date
Mark
Revisions
Architecture + InteriorsCivil EngineeringSurvey + 3D Laser ScanningEnergy + FacilitiesEquipment PlanningReal Estate Services
(317) 844-6777
E-Mail cripe@cripe.biz
Indianapolis, Indiana 46240
3939 Priority Way South Drive, Suite 200
R
JACLYN ALTSTADT
7382 EAST 146TH STREET
,
NOBLESVILLE, INDIANA 46062
2:00 PM
LEGACY PUD RETAIL DEVELOPMENT
February 22, 2017
,
STROMWATER POLLUTION PREVENTION DETAILS
CERTIFIED BY:
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Date
08-18-2016
COVERING
SWPP DETAILS
DESIGN
FOR CALLS IN INDIANACALL TOLL FREE
Drawn By:
Checked By:
Quality Assurance:
Scale: 1" =
1'
Sheet
C402
Date
08-18-2016
Paul I. Cripe, Inc.
Project Number
O:\\2016\\160413\\20000\\Cad\\Engr\\CDs\\C402_Stormwater Pollution Prevention Details.dwg
C
160413-20000
Description
Date
Mark
Revisions
Architecture + InteriorsCivil EngineeringSurvey + 3D Laser ScanningEnergy + FacilitiesEquipment PlanningReal Estate Services
(317) 844-6777
E-Mail cripe@cripe.biz
Indianapolis, Indiana 46240
3939 Priority Way South Drive, Suite 200
R
7382 EAST 146TH STREET
JACLYN ALTSTADT
,
NOBLESVILLE, INDIANA 46062
2:01 PM
LEGACY PUD RETAIL DEVELOPMENT
STROMWATER POLLUTION PREVENTION NOTES
February 22, 2017
,
CERTIFIED BY:
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Date
08-18-2016
COVERING
SWPP NOTES
DESIGN
FOR CALLS IN INDIANACALL TOLL FREE
Drawn By:
Checked By:
Quality Assurance:
Scale: 1" =
1'
Sheet
C403
Date
08-18-2016
Paul I. Cripe, Inc.
Project Number
O:\\2016\\160413\\20000\\Cad\\Engr\\CDs\\C403_Stormwater Pollution Prevention Notes.dwg
C
160413-20000
Description
Date
Mark
Revisions
Architecture + InteriorsCivil EngineeringSurvey + 3D Laser ScanningEnergy + FacilitiesEquipment PlanningReal Estate Services
(317) 844-6777
E-Mail cripe@cripe.biz
Indianapolis, Indiana 46240
3939 Priority Way South Drive, Suite 200
R
UTILITY PLAN
7382 EAST 146TH STREET
NOBLESVILLE, INDIANA 46062
LEGACY PUD RETAIL DEVELOPMENT
JACLYN ALTSTADT
,
CERTIFIED BY:
2:05 PM
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February 22, 2017
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Date
08-18-2016
COVERING
UTILITY PLAN
DESIGN
FOR CALLS IN INDIANACALL TOLL FREE
Drawn By:
Checked By:
Quality Assurance:
Scale: 1" =
20'
Sheet
C501
Date
08-18-2016
Paul I. Cripe, Inc.
Project Number
O:\\2016\\160413\\20000\\Cad\\Engr\\CDs\\C501_Utility Plan.dwg
C
160413-20000
Description
Date
Mark
Revisions
Architecture + InteriorsCivil EngineeringSurvey + 3D Laser ScanningEnergy + FacilitiesEquipment PlanningReal Estate Services
(317) 844-6777
E-Mail cripe@cripe.biz
Indianapolis, Indiana 46240
3939 Priority Way South Drive, Suite 200
R
UTILITY DETAILS
7382 EAST 146TH STREET
NOBLESVILLE, INDIANA 46062
LEGACY PUD RETAIL DEVELOPMENT
JACLYN ALTSTADT
,
CERTIFIED BY:
2:06 PM
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February 22, 2017
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Date
08-18-2016
COVERING
UTILITY DETAIL
DESIGN
FOR CALLS IN INDIANACALL TOLL FREE
Drawn By:
Checked By:
Quality Assurance:
Scale: 1" =
N/A
Sheet
C502
Date
08-18-2016
Paul I. Cripe, Inc.
Project Number
O:\\2016\\160413\\20000\\Cad\\Engr\\CDs\\C502_Utility Details.dwg
C
160413-20000
Description
Date
Mark
Revisions
Architecture + InteriorsCivil EngineeringSurvey + 3D Laser ScanningEnergy + FacilitiesEquipment PlanningReal Estate Services
(317) 844-6777
E-Mail cripe@cripe.biz
Indianapolis, Indiana 46240
3939 Priority Way South Drive, Suite 200
R
7382 EAST 146TH STREET
NOBLESVILLE, INDIANA 46062
STORM PLAN AND PROFILE
JACLYN ALTSTADT
,
LEGACY PUD RETAIL DEVELOPMENT
1:43 PM
CERTIFIED BY:
.
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February 22, 2017
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Date
08-18-2016
COVERING
STORM PLAN AND PROFILE
DESIGN
FOR CALLS IN INDIANACALL TOLL FREE
Drawn By:
Checked By:
Quality Assurance:
Scale: 1" =
20'
Sheet
C701
Date
08-18-2016
Paul I. Cripe, Inc.
Project Number
O:\\2016\\160413\\20000\\Cad\\Engr\\CDs\\C701_Storm Plan and Profile.dwg
C
160413-20000
Description
Date
Mark
Revisions
Architecture + InteriorsCivil EngineeringSurvey + 3D Laser ScanningEnergy + FacilitiesEquipment PlanningReal Estate Services
(317) 844-6777
E-Mail cripe@cripe.biz
Indianapolis, Indiana 46240
3939 Priority Way South Drive, Suite 200
R
7382 EAST 146TH STREET
NOBLESVILLE, INDIANA 46062
STORM PLAN AND PROFILE
JACLYN ALTSTADT
,
LEGACY PUD RETAIL DEVELOPMENT
1:43 PM
CERTIFIED BY:
.
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February 22, 2017
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STATE OF
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Date
08-18-2016
COVERING
STORM PLAN AND PROFILE
DESIGN
FOR CALLS IN INDIANACALL TOLL FREE
Drawn By:
Checked By:
Quality Assurance:
Scale: 1" =
20'
Sheet
C702
Date
08-18-2016
Paul I. Cripe, Inc.
Project Number
O:\\2016\\160413\\20000\\Cad\\Engr\\CDs\\C701_Storm Plan and Profile.dwg
C
160413-20000
DRAWING NOTES
146TH STREET
GENERAL NOTES:
3. Locate sleeves in accessible corners or along edges of pavement.
1. Hitchcock Design Group claims no responsibility for the accuracy of
Avoid directing sleeves toward or through the center of planting areas
the information provided in the survey. If any discrepancies are found
where large rootballs are intended.
between the survey plan and actual field conditions the Contractor shall
notify the Landscape Architect immediately.
PLANTING NOTES:
2. It is the responsibility of the contractor or contractors to obtain all
1. In case of discrepancies between the plan and plant list, the plan
federal, state, county, city, and local permits for any and all work required
shall dictate. If the plant identification box quantity shown on the plan
unless otherwise noted. The contractor or contractors are responsible to
differs from the graphic plant circle count, the graphic circle count shall
pay for all required permits by any or all agencies mentioned above
dictate. If in question contact the Landscape Architect.
unless otherwise noted by the contract or specifications.
TD
2. If specified plants are shown to be unavailable contact the
3. Damage to existing improvements, excavation and /or removal of
DescriptionTAC Comments
SH
SL
Landscape
existing improvements shall be restored, reconstructed, or replaced
4,499 sf
SLSH
25
32
Architect Immediately. No substitution of plant material is allowed without
during construction by the Contractor at his expense.
3619
the prior review and written acceptance by the Landscape Architect.
Date09.30.16
4. It is the responsibility of the contractor to remove all mud, dirt, gravel
EK
HR
JS
3. The Landscape Architect reserves the right to inspect the plant material
and loose materials tracked, dumped, spilled or wind blown from this site
1
12
Mark
Revisions
3
5
SSY prior to installation. If the plant material does not meet the specifications it
onto other sites, right-of-ways, public or private streets or roads,
JSHR
29
may be rejected at not cost to the Owner.
driveways, yards or sidewalks.
44
RAR
14
SL
4. Plants are to meet or exceed the American Standards for Nursery
5. Provide smooth transitions from new areas to existing features as
29
Stock, current addition as set forth by the American Association of
necessary.
DC
JS
Nurserymen.
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47
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6. Submit samples of materials and finishes to the Landscape Architect
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5. Plants and other material to be stored on site will be placed where they
for approval prior to ordering and installation as outlined in the
EW
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will not conflict with construction operations.
specifications.
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25
N
PHRS
5
54
544
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14
6. Planting beds shall have a spaded edge to a depth equal to specified
SLEEVING NOTES:
14
19
PH
M
mulch thickness, unless otherwise noted.
RAR
PH
M
SH
SHSLSHSL
545 sf
20
SL
Architecture + InteriorsCivil EngineeringSurvey + 3D Laser ScanningEnergy + FacilitiesEquipment PlanningReal Estate Services
O
10
1. Sleeving shall be schedule 40 PVC pipe unless otherwise noted.
37
FG
25
C 25372536
36
Where possible sleeving should be stacked or ganged to minimize space
9
requirements. Refer to site layout drawings for sleeving locations.
2. Contractor shall provide at least two (2) sleeves for irrigation and
DC
NOTE:
AG
electrical service to to each planting area and /or raised, surrounded or
16
RS 1. LANDSCAPING MUST BE PLANTED
15
isolated by paving.
11
ACCORDING TO THE DETAILS ON
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14
SHEET L200 - SEE PLANTING DETAILS
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924
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(317) 844-6777
2
RS
PLANT SCHEDULE OVERALL PLAN
15
HR E-Mail cripe@cripe.biz
JS
CK
6
Indianapolis, Indiana 46240
RAR
5
9
TREESQTYBOTANICAL NAMECOMMON NAMECONTCALSIZE
BUILDING A
SL
7
SH
AG15Acer griseumPaperbark MapleB & BMulti-stem8`-10` Ht.
21
3939 Priority Way South Drive, Suite 200
23
TD
GI2Gleditsia triacanthos inermisThornless Common HoneylocustB & B2.5"Cal12-14` ht.
362 sf
JS
FG
FGFG
RS
2
QR13Quercus rubraRed OakB & B2.5"Cal12-14` ht.
2
33
24
R
SL
HRCKSL
CKCK
RS
CK
ZV8Zelkova serrata `Village Green`Sawleaf ZelkovaB & B2.5"Cal12-14` ht.
39
488
12
11
49
SH
SHRUBSQTYBOTANICAL NAMECOMMON NAMECONTFIELD2FIELD3
16
RARRSRS
RSEJCK
EJ
JS
HR
FG145Fothergilla gardenii `Mt. Airy`Dwarf Witchalder5 gal
911208
1023
13
6
4
DC
FG
HR72Hydrangea quercifolia `Ruby Slippers`Ruby Slippers Hydrangea5 gal
SL
SH
29
4
SSY
16
18
QR
13
JS66Juniperus x pfitzeriana `Sea Green`Sea Green Juniper5 gal
PH
EK
6
JS
20
10
6
RAR40Rhus aromatica `Gro-Low`Gro-Low Fragrant Sumac3 gal
EJ
SL
14
ORNAMENTAL GRASSESQTYBOTANICAL NAMECOMMON NAMECONTSPACING
25
RS
CK85Calamagrostis x acutiflora `Karl Foerster`Feather Reed Grass3 gal24" o.c.
27
ZV
ZV
2
DC113Deschampsia cespitosaTufted Hair Grass3 gal24" o.c.
PH
1
PH
HR
FG
30
31
2
QR
8
RS
PH269Pennisetum alopecuroides `Hameln`Hameln Dwarf Fountain Grass3 gal24" o.c.
PH
EJ
HR
ZV
FG
7
21
13
156
1
10
PH
PH
SL405Schizachyrium scopariumLittle Bluestem Grass3 gal24" o.c.
FG
SEE 1/L101
15
15
12
SH356Sporobolus heterolepisPrairie Dropseed3 gal24" o.c.
SEE 2/L101
EJ
PERENNIALSQTYBOTANICAL NAMECOMMON NAMECONTSPACING
20
EJ172Echinacea purpurea `Julia`Julia Coneflower1 gal18" o.c.
PH
39
EK22Echinacea purpurea `Kim`s Knee High` TMPurple Coneflower1 gal.24" o.c.
FG
EW37Echinacea purpurea `PowWow Wild Berry`PowWow Wild Berry Coneflower1 gal.18" o.c.
11
RS254Rudbeckia fulgida sullivantii `Little Goldstar`Coneflower1 gal.18" o.c.
ZV
FG
1
10
SSY42Salvia x sylvestris `May Night`Sage1 gal18" o.c.
PH
PH
CAMILLE SHOAF
7382 EAST 146TH STREET
,
SOD/SEEDQTYBOTANICAL NAMECOMMON NAMECONTSPACING
BUILDING B
15
15
CARMEL LEGACY
TD5,587 sfTurf Seed Drought Tolerant Dwarf Fescue BlendSEED
NOBLESVILLE, INDIANA 46062
11:05 AM
BUILDING C
FGHR
1412
TD
AB
Carmel, IN Legacy PUD Ordinance - Section 13 Landscape
3
182 sf
February 24, 2017
,
Requirements
CERTIFIED BY:
FG
12
N
Requirement:
# Req.
Provided
No.
LA20000005
Street Trees - Medium or Large shade
STATE OF
19 trees
trees @ min 30' O.C. max 50' O.C.
19 trees
(943 LF)
RS
along R.O.W.
30
SH
EJSH
78
Building Landscaping - 2 shade
Date
9 shade trees, 5 orn trees,9 shade trees, 5 orn trees,
3335
08-08-2016
EJ
GI
SH
trees, 1 ornamental tree, 9 shrubs per
18 40 shrubs73 shrubs
2
26
100 LF building frontage on R.O.W.
HOPEWELL PARKWAY
(435 LF)(435 LF)
Parking Lot Interior - 1 shade tree per
Interior - 11 trees
9 parking spaces
(91 spaces)Interior - 12 trees
Parking Lot Perimeter - 5' planting
Perimeter - 25 trees; 155Perimeter - 25 trees; 170
strip (unless abutting sidewalk), 4
FOR CALLS IN INDIANACALL TOLL FREE
shrubs/orn. grassesshrubs/orn. grasses
shade trees, 25 shrubs/orn. grasses
Drawn By:
(620 LF)
per 100 LF
Checked By:
Quality Assurance:
0
Scale:Scale: 1" =20'-0"
6080feet
02040
Sheet
L100
Date
08-08-2016
NORTH
1" = 20'
Paul I. Cripe, Inc.
Project Number
S:\\PROJECTS\\2016\\1643 Carmel Legacy PUD\\Drawings\\1643 LP Carmel Legacy PUD.dwg
C
160413-20000
SIGN, SEE CIVIL
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PLANS
1
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FG
FG
16
6
6
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19
20
3
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26
RS
11
11
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RS
9
1
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16
PH
PH
15
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16
28
17
11
GISH
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423
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3
166
CKEJ
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183
10
TD
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FG72 sf
7
11
U
DescriptionTAC Comments
6
M
RS
M
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16
C
Date09.30.16
SH
SSY
PARKING
1
26 Mark
Revisions
11
CK
PARKING
3
FG
4
HR
DC
DRIVE
18
16
CK
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FG
4
11
SSY
8
DC
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FG
FG
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FG
11
27
5
3
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2
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7
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Architecture + InteriorsCivil EngineeringSurvey + 3D Laser ScanningEnergy + FacilitiesEquipment PlanningReal Estate Services
RAR
6
CK
CK
3
ZV
6
7
SSY
TD
1
TD
12
BUILDING 'B'
EJ
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11
8
119 sf
DC
72 sf
BUILDING 'C'
FG
22
PARKING
ZV
FG
6
SH
1
8
FG
27
PATIO AREA
CK
3
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4
CK
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8
16
6
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4
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SSY
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7
3
(317) 844-6777
15
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34
SH
1310
SSY
SH
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9
E-Mail cripe@cripe.biz
5
25
FG
26
12
4
PH
RS
FG Indianapolis, Indiana 46240
CK
SSY
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3
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SH
26
15
4
5
7
9
SSY
18
21
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3939 Priority Way South Drive, Suite 200
3
SSY
EJ
8
RS
DC
FG
DC
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6
10
6
31
6
21
16
AB
EJ
CK
4
14
15
R
PATIO AREA
DC
19
SHSHSH
GI
19
1919
4EJ
GISH
SH
TD
SH
SH
18
422
27
18
GI
19
489 sf
1
HOPEWELL PARKWAY
HOPEWELL PARKWAY
BUILDING B ENLARGEMENT
BUILDING C ENLARGEMENT
1
2
SCALE: 1"=10'-0"
SCALE: 1"=10'-0"
CAMILLE SHOAF
7382 EAST 146TH STREET
,
CARMEL LEGACY
NOBLESVILLE, INDIANA 46062
PLANT SCHEDULE BUILDING B ENLARGMENT
PLANT SCHEDULE BUILDING C ENLARGEMENT
11:06 AM
TREESQTYBOTANICAL NAMECOMMON NAMECONTCALSIZE
TREESQTYBOTANICAL NAMECOMMON NAMECONTCALSIZE
GI8Gleditsia triacanthos inermisThornless Common HoneylocustB & B2.5"Cal12-14` ht.
GI12Gleditsia triacanthos inermisThornless Common HoneylocustB & B2.5"Cal12-14` ht.
ZV2Zelkova serrata `Village Green`Sawleaf ZelkovaB & B2.5"Cal12-14` ht.
ZV3Zelkova serrata `Village Green`Sawleaf ZelkovaB & B2.5"Cal12-14` ht.
FLOWERING TREESQTYBOTANICAL NAMECOMMON NAMECONTCALSIZE
FLOWERING TREESQTYBOTANICAL NAMECOMMON NAMECONTCALSIZE
February 24, 2017
,
AB4Amelanchier x grandiflora `Autumn Brilliance``Autumn Brilliance` ServiceberryB & BMulti-stem8`-10` Ht.
AB3Amelanchier x grandiflora `Autumn Brilliance``Autumn Brilliance` ServiceberryB & BMulti-stem8`-10` Ht.
CERTIFIED BY:
SHRUBSQTYBOTANICAL NAMECOMMON NAMECONTFIELD2FIELD3
SHRUBSQTYBOTANICAL NAMECOMMON NAMECONTFIELD2FIELD3
FG25Fothergilla gardenii `Mt. Airy`Dwarf Witchalder5 gal
FG63Fothergilla gardenii `Mt. Airy`Dwarf Witchalder5 gal
N
HR7Hydrangea quercifolia `Ruby Slippers`Ruby Slippers Hydrangea5 gal
HR33Hydrangea quercifolia `Ruby Slippers`Ruby Slippers Hydrangea5 gal
No.
LA20000005
RAR3Rhus aromatica `Gro-Low`Gro-Low Fragrant Sumac3 gal
ORNAMENTAL GRASSESQTYBOTANICAL NAMECOMMON NAMECONTSPACING
STATE OF
CK62Calamagrostis x acutiflora `Karl Foerster`Feather Reed Grass3 gal24" o.c.
ORNAMENTAL GRASSESQTYBOTANICAL NAMECOMMON NAMECONTSPACING
CK71Calamagrostis x acutiflora `Karl Foerster`Feather Reed Grass3 gal24" o.c.
PH70Pennisetum alopecuroides `Hameln`Hameln Dwarf Fountain Grass3 gal24" o.c.
DC152Deschampsia cespitosaTufted Hair Grass3 gal24" o.c.
SH239Sporobolus heterolepisPrairie Dropseed3 gal24" o.c.
Date
08-08-2016
PH32Pennisetum alopecuroides `Hameln`Hameln Dwarf Fountain Grass3 gal24" o.c.
PERENNIALSQTYBOTANICAL NAMECOMMON NAMECONTSPACING
EJ133Echinacea purpurea `Julia`Julia Coneflower1 gal18" o.c.
SH128Sporobolus heterolepisPrairie Dropseed3 gal24" o.c.
RS105Rudbeckia fulgida sullivantii `Little Goldstar`Coneflower1 gal.18" o.c.
PERENNIALSQTYBOTANICAL NAMECOMMON NAMECONTSPACING
EJ38Echinacea purpurea `Julia`Julia Coneflower1 gal18" o.c.
SSY29Salvia x sylvestris `May Night`Sage1 gal18" o.c.
EK9Echinacea purpurea `Kim`s Knee High` TMPurple Coneflower1 gal.24" o.c.
SOD/SEEDQTYBOTANICAL NAMECOMMON NAMECONTSPACING
TD680 sfTurf Seed Drought Tolerant Dwarf Fescue BlendSEED
RS24Rudbeckia fulgida sullivantii `Little Goldstar`Coneflower1 gal.18" o.c.
FOR CALLS IN INDIANACALL TOLL FREE
Drawn By:
SSY90Salvia x sylvestris `May Night`Sage1 gal18" o.c.
Checked By:
SOD/SEEDQTYBOTANICAL NAMECOMMON NAMECONTSPACING
TD254 sfTurf Seed Drought Tolerant Dwarf Fescue BlendSEED Quality Assurance:
0
Scale:Scale: 1" =10'-0"
3040feet
01020
Sheet
L101
Date
08-08-2016
NORTH
1" = 10'
Paul I. Cripe, Inc.
Project Number
S:\\PROJECTS\\2016\\1643 Carmel Legacy PUD\\Drawings\\1643 LP Carmel Legacy PUD.dwg
C
160413-20000
DescriptionTAC Comments
Date09.30.16
1
Mark
Revisions
PLANT MATERIAL
PER PLANS AND SPECIFICATIONS
O.C. SPACING
1'-0"
PER PLANS
MULCH PER PLANS
Architecture + InteriorsCivil EngineeringSurvey + 3D Laser ScanningEnergy + FacilitiesEquipment PlanningReal Estate Services
AND SPECIFICATIONS
PLANTING SOIL MIX
PER SPECIFICATIONS
(317) 844-6777
TILLED SUBGRADE
E-Mail cripe@cripe.biz
BREAK THROUGH AND REMOVE
Indianapolis, Indiana 46240
HARDPAN TO ALLOW PERCOLATION
AND POSITIVE DRAINAGE
3939 Priority Way South Drive, Suite 200
UNDISTURBED SUBGRADE
R
TREE ROOTBALL TYPICALGROUNDCOVER / PERENNIAL INSTALLATION
123
1/2" = 1'-0"1" = 1'-0"1" = 1'-0"
P-CO-1541-03P-CO-1541-08P-CO-1541-13
LAWN AREAPLANTING OR MULCHED AREA
MULCH AS SPECIFIED
NOTE:
SPADE EDGE DETAIL
SHALL BE USED AT ALL
LAWN EDGES & AT EDGES
OF MULCHED AREAS (FOR
VERTICAL EDGE
CONTAINMENT)
2
1
7382 EAST 146TH STREET
EXISTING GRADE OR
CAMILLE SHOAF
CARMEL LEGACY
GRADE OF PLANTING AREA
,
NOBLESVILLE, INDIANA 46062
4"
NOTE:
SPADE EDGE SHALL CREATE A
3:10 PM
CLEAN SEPARATION BETWEEN
AREAS; AND SHALL CREATE
SMOOTH & EVEN LINES (AS
3"
INDICATED ON THE PLANS)
February 1, 2017
,
CERTIFIED BY:
SPADE EDGE DETAIL
4
3" = 1'-0"
N
P-CO-1541-01
No.
LA20000005
STATE OF
Date
08-08-2016
FOR CALLS IN INDIANACALL TOLL FREE
Drawn By:
Checked By:
Quality Assurance:
0
Scale:Scale: 1" =
Sheet
L200
Date
08-08-2016
Paul I. Cripe, Inc.
Project Number
S:\\PROJECTS\\2016\\1643 Carmel Legacy PUD\\Drawings\\1643 LP Carmel Legacy PUD.dwg
C
160413-20000
OPEN SPACE
CERTIFICATION:
OPEN SPACE
18" min.
* 12" min.
FRONT APPROACH FROM PULL SIDEFRONT APPROACH FROM PUSH SIDE
* IF BOTH CLOSER & LATCH ARE PROVIDED
Copyright @ 2013 by Felderman Design Build
This drawing is the sole property of Felderman Design-Build and
is protected under U.S. Copyright Law and the Architectural
Works Protection Act of 1990. The copy of this drawing and/or
OPEN SPACE
redistribution to unauthorized personnel or construction of the
OPEN SPACE
structure depicted herein without express written consent of
Felderman Design-Build would constitute infringement of
Felderman Design-Build's copyright. The recipient of this drawing
acknowledges and agrees that the ownership of the drawing and
all other right, title, and interest therein, including, without
limitation, all rights under U.S. Copyright and other intellectual
property law, are retained by Felderman Design-Build, and that
recipient has been provided a copy of the drawing solely for the
purpose of evaluating the design concepts therein.
36" min.42" min.
REVISIONS:
HINGE APPROACH FROM PULL SIDEHINGE APPROACH FROM PULL SIDE
17 LF
19 LF
OPEN SPACE
TENANT I
TENANT II
24 LF
OPEN SPACE
110
109
1413 SF
20 LF
1371 SF
* 12" min.22" min.
24" min.
HINGE APPROACH FROM PUSH SIDELATCH APPROACH FROM PULL SIDE
* IF BOTH CLOSURE & LATCH ARE PROVIDED* 54" min. IF CLOSURE IS PROVIDED
** 48"min. IF CLOSURE & LATCH ARE PROVIDED
4
OPEN SPACE
1
0
0
8
OPEN SPACE
0
6
4
4
-
4
A
3
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4
METER ROOM
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24" min.
,2
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OPEN SPACE
5
12"
PUSH SIDE, DOOR PROVIDE w/BOTH
CLOSURE & A LATCH
CLEARANCE @ DOOR SWINGS01 - FIRE LIFE & SAFETY PLAN
12
scale:scale:
3/8" = 1'-0" 1/4" = 1'-0"
CODE ANALYSIS:BUILDING ENVELOPE REQUIREMENTS FOR CLIMATE ZONE 5A
-PROPOSED EXIT LOCATIONSELEMENTS:NONRESIDENTIAL:
ASSEMBLY MAX.INSULATION MIN.
:
R
-POINT OF BEGINNING REFERENCE FOR TRAVEL DISTANCE
ROOF, INSUL. ABOVE DECK:U-.048R-20 c.i.
T
O
E
ROOF, ATTIC & OTHER:U-.027R-38
2
F
E
6
ROOF, METAL BLDG.:U-.065R-19
TR
OCCUPANCY LOAD
0
T
C
6
S
E
4
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PROPOSED CONSTRUCTION TYPE: IIB SPRINKLED
WALLS ABOVE GRADE:
H
N
O
TI
- CONC. & CMUU-.090R-11 c.i.
R
,
6
E
P4
PROPOSED BUILDING AREA: 3,100 SF- METAL BLDG.U-.113R-13
1
L
L
D
- STEEL FRAMEDU-.064R-13 + R-7.5 c.i.
I
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S
V
"A-2" - OCCUPANCY
- WOOD FRAMED & OTHERU-.064R-13 + R-3.8 c.i.
S
A
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P
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2
ALLOWABLE AREA PER TABLE 503, IBC 2012WALLS BELOW GRADE:C-.119R-7.5 c.i.
B
O
8
R
O
3
P7N
CARMEL RETAIL B
"A-2" - OCCUPANCY: 9,500 SF
FLOORS:
- MASSU-.074R-10.4 c.i.
OCCUPANT LOAD OF (94) CALCULATED FROM TABLE 1004.1.1, IBC 2012- STEEL JOISTU-.038R-30
CUSTOMER APPROVED:
- WOOD FRAMED & OTHERU-.033R-30
"B" - OCCUPANCY
SLAB ON GRADE (UNHEATED):F-.73NR
SIGNDATE
ALLOWABLE AREA PER TABLE 503, IBC 2012SLAB ON GRADE (HEATED):F-.86R-15 FOR 24"
"B" - OCCUPANCY: 23,000 SF
OPAQUE DOORS:
PROJECT NUMBER:DRAWN BY:
- SWINGINGU-.700
OCCUPANT LOAD OF (15) CALCULATED FROM TABLE 1004.1.1, IBC 2012- NON-SWINGINGU-.500
1-15-528TJG
"M" - OCCUPANCY
VERTICAL GLAZINGSHGC-.40 (ALL)
DATE ISSUED:CHECKED BY:
- NONMETAL FRAMINGU-.35
04-26-2017GMD
ALLOWABLE AREA PER TABLE 503, IBC 2012- METAL FRAMING
(STOREFRONT & cURT. WALL)U-.45
SHEET NUMBER:
"M" - OCCUPANCY: 12,500- METAL FRAMING
(ENTRANCE DOOR)U-.80
OCCUPANT LOAD OF (24) CALCULATED FROM TABLE 1004.1.1, IBC 2012
- METAL FRAMING
(ALL OTHER)U-.55
A0.1
* AS REQ'D BY THE 2010 INDIANA ENERGY CONSERVATION CODE
CERTIFICATION:
Copyright @ 2013 by Felderman Design Build
This drawing is the sole property of Felderman Design-Build and
is protected under U.S. Copyright Law and the Architectural
Works Protection Act of 1990. The copy of this drawing and/or
redistribution to unauthorized personnel or construction of the
structure depicted herein without express written consent of
Felderman Design-Build would constitute infringement of
1234
Felderman Design-Build's copyright. The recipient of this drawing
acknowledges and agrees that the ownership of the drawing and
all other right, title, and interest therein, including, without
limitation, all rights under U.S. Copyright and other intellectual
76' - 0"
property law, are retained by Felderman Design-Build, and that
recipient has been provided a copy of the drawing solely for the
1' - 0"28' - 0"19' - 0"28' - 0"
purpose of evaluating the design concepts therein.
5' - 0"21' - 0"7' - 0"9' - 10"33' - 2"1' - 0"
5' - 0"21' - 0"7' - 0"2' - 11"4' - 0"2' - 11"6' - 0"21' - 8"5' - 6"
REVISIONS:
1
3
1
A3.1-B
A3.0-B
A3.0-B
2
1
A
SPANDREL BEAM
73' - 2"
BUILDING DATA:
2
BUILDING TYPE: XXXXXX
A3.1-B
CONSTRUCTION TYPE: XXXXXX
OCCUPANCY TYPE: XXXXXX
BUILDING SQ FT: XXXXXX
4
1
0
0
8
0
6
4
4
-
4
A
3
N
4
A
I
)
D
0
N
I6
,2
(
E
TENANT I
:
SPANDREL BEAM
N
m
TENANT II
X
o
Y
110
A
c
A
.
109F
n
W
1413 SF
a
T
1371 SF
m
r
R
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d
l
F
e
,
0
f
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0
N
w
0
Aw
4
L
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4
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SPANDREL BEAM
3
R
4
T
)
N
0
E
6
V
2
O
(
:
C
E
4
L
4
E
6
T
5
METER ROOM
108
SPANDREL BEAM
59 SF
DS
DS
DS
4
B
3
5
2
A3.0-B
4' - 6"20' - 8"5' - 0"2' - 4"3' - 4"3' - 8"3' - 0"2' - 6"4' - 0"20' - 0"7' - 0"
:
R
30' - 2"14' - 10"31' - 0"
T
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1' - 0"76' - 0"
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2
B
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8
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3
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CARMEL RETAIL B
CUSTOMER APPROVED:
01 - PROPOSED FLOOR PLAN B
SIGNDATE
1
scale:
1/4" = 1'-0"
PROJECT NUMBER:DRAWN BY:
1-15-528GMD
DATE ISSUED:CHECKED BY:
03-30-2017GMD
SHEET NUMBER:
A1.0-B
CERTIFICATION:
BA
AB
22' - 0"7' - 0"13' - 0"
7' - 0"24' - 0"10' - 0"
PARAPET 3PARAPET 3
23' - 2"23' - 2"
PARAPET 2PARAPET 2
20' - 10"20' - 10"
PARAPET 1PARAPET 1
18' - 6"18' - 6"
02 - LOW EAVE02 - LOW EAVE
16' - 0"16' - 0"
Copyright @ 2013 by Felderman Design Build
This drawing is the sole property of Felderman Design-Build and
is protected under U.S. Copyright Law and the Architectural
Works Protection Act of 1990. The copy of this drawing and/or
redistribution to unauthorized personnel or construction of the
structure depicted herein without express written consent of
Felderman Design-Build would constitute infringement of
Felderman Design-Build's copyright. The recipient of this drawing
acknowledges and agrees that the ownership of the drawing and
all other right, title, and interest therein, including, without
limitation, all rights under U.S. Copyright and other intellectual
WINDOW HEADWINDOW HEAD
property law, are retained by Felderman Design-Build, and that
9' - 0"9' - 0"
recipient has been provided a copy of the drawing solely for the
purpose of evaluating the design concepts therein.
C
HTOP OF BULLNOSE
J
TOP OF BULLNOSE
REVISIONS:
3' - 0"
3' - 0"
FINISH FLOORFINISH FLOOR
0' - 0"0' - 0"
SOUTH ELEVATION BNORTH ELEVATION B
34
scale:scale:
3/16" = 1'-0" 3/16" = 1'-0"
4321
5' - 6"27' - 8"9' - 10"7' - 0"26' - 0"
EIFS - 1STONE - 6
611
PARAPET 3
scale:scale:
1/2" = 1'-0" 1/2" = 1'-0"
23' - 2"
PARAPET 2
20' - 10"
PARAPET 1
18' - 6"
4
1
0
02 - LOW EAVE
0
8
16' - 0"0
6
4
4
-
4
A
3
N
4
A
I
)
D
0
N
I6
,2
(
E
EIFS - 2CMU - 7
:
N
m
X
o
Y
712
A
c
A
.
F
scale:scale:
1/2" = 1'-0" 1/2" = 1'-0"
n
W
WINDOW HEAD
a
T
m
9' - 0"
r
R
e
B
O
d
l
F
e
,
0
f
E.
0
N
w
0
Aw
4
L
w
-
FG
4
Y
3
R
4
T
)
N
TOP OF BULLNOSE
0
E
3' - 0"
6
V
2
O
(
:
C
E
4
L
4
FINISH FLOOR
E
6
T
0' - 0"
5
EIFS - 9RTU SCREEN
813
11
scale:scale:
1/2" = 1'-0" 1/2" = 1'-0"
EAST ELEVATION B
2
scale:
3/16" = 1'-0"
1234
4' - 6"25' - 8"14' - 10"24' - 0"7' - 0"
932193421
EIFS - 10STOREFRONT
PARAPET 3
914
scale:scale:
1/2" = 1'-0" 1/2" = 1'-0"
23' - 2"
PARAPET 2
20' - 10"
PARAPET 1
18' - 6"
02 - LOW EAVE
GENERAL SIGN LOCATION
16' - 0"
:
SIGN AREA PER ORDINANCE
R
T
O
E
2
F
E
6
TR
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C
6
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4
J
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,
6
BRICK - 3SIGNAGE AREA
E
P4
1
L
L
D
105
I
T
E
S
scale:scale:
1/2" = 1'-0" 1/4" = 1'-0"V
WINDOW HEAD
S
A
S
O
9' - 0"
EE
P
L
2
B
O
8
R
O
3
P7N
CARMEL RETAIL B
A
TOP OF BULLNOSE
DE
3' - 0"
CUSTOMER APPROVED:
EXTERIOR FINISH SCHEDULE
SIGNDATE
MARKMATERIALSTYLE & COLOR
FINISH FLOOR
PROJECT NUMBER:DRAWN BY:
1EIFS FINISH SYSTEMSENERGY 'CARDAMON' #3052
0' - 0"
NOTE:
1-15-528GMD
2ACCENT EIFS FINISH SYSTEMSENERGY 'BRUNET' #3070
3BRICK VENEERBELDEN (MODULAR) 'BUCKINGHAM'
STOREFRONT AREA @ 1258 SF = 60% 0F 2084 SF OF
DATE ISSUED:CHECKED BY:
4FABRIC AWNINGDARK BRONZE
FIRST FLOOR AREA AS REQUIRED.
785121176856
03-30-2017GMD
5ALUMINUM STOREFRONT GLAZING SYSTEMCLEAR
EXTERIOR FINISH MATERIAL ANALYSIS
6SIMULATED STONE VENEERQUARRY RIDGE LEDGESTONE 'SHADOW'
SHEET NUMBER:
WEST ELEVATION B
ELEVATION BRICK VENEER STONE VENEER CMU WAINSCOTE CORNICE EIFS FACADE ACCENT BAND STOREFRONT TOTAL AREA7CMU BLOCK WAINSCOTMASOLITE SMOOTH FACE 'ASH
BROWN'
8ALUMINUM CANOPY SYSTEMDARK BRONZE
1
SOUTH ELEVATION 104 SF (12%) 167 SF (19%) 24 SF (3%) 95 SF (11%) 192 SF (22%) 126 SF (6%) 209 SF (24%) 859 SF (100%)
scale:
3/16" = 1'-0"
9ACCENT EIFS FINISH SYSTEMSENERGY 'NIGHTINGALE' #3058
NORTH ELEVATION 108 SF (13%) 176 SF (20%) 36 SF (4%) 95 SF (11%) 176 SF (20%) 126 SF (6%) 223 SF (26%) 859 SF (100%)
10EIFS FINISH SYSTEMPAREX 'CLIFF' 3039D
A2.0-B
WEST ELEVATION 226 SF (14%) 242 SF (15%) 65 SF (4%) 210 SF (13%) 392 SF (24%) 81 SF (5%) 410 SF (25%) 1615 SF (100%)
11FIXED WINDOW UNITCLEAR
EAST ELEVATION 217 SF (13%) 251 SF (16%) 49 SF (3%) 210 SF (13%) 392 SF (24%) 81 SF (5%) 419 SF (26%) 1615 SF (100%)12HM DOOR AND FRAMETBD
S
S
L
L
CERTIFICATION:
B
A
S
L
METAL GRAVEL STOP w/MEMBRANE
METAL GRAVEL STOP w/MEMBRANE
A
ROOFING OVER 5/8" OSB SHEATHING
ROOFING OVER 5/8" OSB SHEATHING
RETURNING TO NUCOR ROOF FLASHING
RETURNING TO NUCOR ROOF FLASHING
SLOPE TOWARD ROOF
SLOPE TOWARD ROOF
MEMBRANE ROOFING DOWN TO
MEMBRANE ROOFING DOWN TO
1
/4"
/ 12
1/"
4"
/ 12
"
NUCOR FLASHING
NUCOR FLASHING
Copyright @ 2013 by Felderman Design Build
PARAPET 2PARAPET 2
This drawing is the sole property of Felderman Design-Build and
20' - 10"20' - 10"
is protected under U.S. Copyright Law and the Architectural
Works Protection Act of 1990. The copy of this drawing and/or
redistribution to unauthorized personnel or construction of the
structure depicted herein without express written consent of
Felderman Design-Build would constitute infringement of
3 5/8" MTL. STUD CROWN FRAMING
Felderman Design-Build's copyright. The recipient of this drawing
3 5/8" MTL. STUD CROWN FRAMING
@ 16"o.c. w/ 5/8" DENS GLASS3 5/8" MTL. STUD CROWN FRAMING
acknowledges and agrees that the ownership of the drawing and
@ 16"o.c. w/ 5/8" DENS GLASS all other right, title, and interest therein, including, without
SHEATHING@ 16"o.c. w/ 5/8" DENS GLASS
NUCOR EAVE STRUT
limitation, all rights under U.S. Copyright and other intellectual
SHEATHING
SHEATHING
METAL GRAVEL STOP w/MEMBRANE
property law, are retained by Felderman Design-Build, and that
recipient has been provided a copy of the drawing solely for the
MEMBRANE ROOFING DOWN TO
ROOFING OVER 5/8" OSB SHEATHING
purpose of evaluating the design concepts therein.
BUILT-UP EIFS DETAIL &NUCOR ROOF PANELS w/6" COMMERICAL
BUILT-UP EIFS DETAIL &
NUCOR ROOF FLASHING
RETURNING TO NUCOR ROOF FLASHING
EIFS CROWNFIBERGLASS INSULATION BLANKET
EIFS CROWN
SLOPE TOWARD ROOF
1/
4"
/ 1
2"
EIFS CROWN DETAIL (BEYOND)
PARAPET 1EIFS CROWN DETAIL (BEYOND)
REVISIONS:
18' - 6"
HIGH EAVE FLASHING BY
HIGH EAVE FLASHING BY
NUCOR
NUCOR
NUCOR ROOF PANELS w/6" COMMERICAL
3 5/8" MTL. STUD CROWN FRAMING
FIBERGLASS INSULATION BLANKET
@ 16"o.c. w/ 5/8" DENS GLASS
SHEATHING
NUCOR EAVE STRUT
BUILT-UP EIFS DETAIL &
NUCOR ROOF PANELS w/6" COMMERICAL
EIFS CROWN
FIBERGLASS INSULATION BLANKET
EIFS DETAIL (BEYOND)
02 - LOW EAVE02 - LOW EAVE02 - LOW EAVE
16' - 0"16' - 0"16' - 0"
ROOF TO WALL FLASHING
BY NUCOR
NUCOR EAVE STRUT
NUCOR INTERIOR GUTTER
1 3/4" EIFS FINISH SYSTEM
1 3/4" EIFS FINISH SYSTEM
& DOWNSPOUT
NUCOR RAFTER BEAM (BEYOND)
12ga. 6" (600S137-97) METAL STUDS @NUCOR RAFTER BEAM (BEYOND)
12ga. 6" (600S137-97) METAL STUDS @
16"o.c. w/FULL BATT INSULATION W/
16"o.c. w/FULL BATT INSULATION W/
NUCOR RAFTER BEAM (BEYOND)
VAPOR BARRIER AT INSIDE FACE OF
VAPOR BARRIER AT INSIDE FACE OF
PERIMETER WALLS
PERIMETER WALLS
NUCOR COLUMN (BEYOND)
NUCOR COLUMN (BEYOND)
5/8" DENS GLASS SHEATHING W/
5/8" DENS GLASS SHEATHING W/
NUCOR SPANDREL BEAM
LAYER OF TYVEK COMMERCIAL WRAP
LAYER OF TYVEK COMMERCIAL WRAP
@13'-0" A.F.F.
NUCOR SPANDREL
NUCOR SPANDREL
BEAM @13'0" A.F.F.
BEAM @13'0" A.F.F.
4
1
0
0
8
0
6
NUCOR COLUMN (BEYOND)
4
4
-
4
A
3
N
4
A
I
)
D
0
N
I6
,2
5/8" DRYWALL OVER
(
E
:
VAPOR BARRIER
N
m
X
o
Y
A
c
A
.
F
n
W
a
T
m
r
R
e
O
d
4" BRICK VENEER w/ FLASHING,
l
F
e
,
0
WEEPS, & WALL TIES AS REQ'D
f
WINDOW HEADWINDOW HEAD
E.
0
N
w
9' - 0"9' - 0"
0
Aw
4
L
w
-
4
Y
3
R
5/8" OSB SHEATHING W/ LAYER OF
4
T
)
TYVEK COMMERCIAL WRAP
N
0
E
FLASH AND SEAL AS REQ'D
6
V
2
O
(
:
C
E
4
L
4
16ga. 6" (600S137-54) METAL STUDS @E
XXga. 6" METAL STUDS @ 16"o.c.
(2) 1200s200-68
6
T
16"o.c. w/FULL BATT INSULATION W/ VAPOR
w/FULL BATT INSULATION W/ VAPOR5
(BACK TO BACK) (TYP.)
BARRIER AT INSIDE FACE OF PERIMETER
BARRIER AT INSIDE FACE OF
WALLS
PERIMETER WALLS
5/8" DRYWALL OVER VAPOR BARRIER
SYNTHETIC STONE VENEER OVER
5/8" OSB SHEATHING & (2)
LAYERS TYVEK WATER BARRIER
ALUMINUM STOREFRONT
WINDOW SYSTEM
5/8" DRYWALL OVER VAPOR BARRIER
BULLNOSE CAST STONE BANDING SILL
TOP OF BULLNOSE
3' - 0"
FLASH AND SEAL AS REQ'D
CMU MASONRY WAINSCOT WITH
MASONRY TIES, FLASHING, AND WEEPS
AS REQUIRED
:
R
T
O
E
2
F
E
6
TR
0
T
C
6
S
E
4
J
H
N
O
TI
FINISH FLOORFINISH FLOORFINISH FLOOR
R
,
6
E
P4
0' - 0"0' - 0"0' - 0"
1
L
L
D
I
T
E
S
V
S
A
S
O
EE
P
L
2
B
O
8
R
O
3
P7N
CARMEL RETAIL B
BASE TRACK w/SILL SEALER
BASE TRACK w/SILL SEALER
BASE TRACK w/SILL SEALER
CUSTOMER APPROVED:
SEE FOUNDATION PLAN FOR
SEE FOUNDATION PLAN FOR
SEE FOUNDATION PLAN FOR
FOOTING & REINFORCING
FOOTING & REINFORCING
FOOTING & REINFORCING
REQUIREMENTS
REQUIREMENTS
REQUIREMENTS
SIGNDATE
PROJECT NUMBER:DRAWN BY:
1-15-528GMD
DATE ISSUED:CHECKED BY:
03-30-2017GMD
PARAPET 7
SHEET NUMBER:
-4' - 0"
SECTION 1SECTION 2SECTION 3
123
scale:scale:scale:
3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0"
A3.0-B
S
L
CERTIFICATION:
A
METAL GRAVEL STOP
w/MEMBRANE ROOFING OVER
5/8" OSB SHEATHING RETURNING
TO NUCOR ROOF FLASHING SLOPE
TOWARD ROOF
1/
4" /
12
"
PARAPET 3
23' - 2"
3 5/8" MTL. STUD CROWN FRAMING
MEMBRANE ROOFING DOWN TO
@ 16"o.c. w/ 5/8" DENS GLASS
NUCOR FLASHING
SHEATHING
Copyright @ 2013 by Felderman Design Build
S
BUILT-UP EIFS DETAIL &L
This drawing is the sole property of Felderman Design-Build and
EIFS CROWN
is protected under U.S. Copyright Law and the Architectural
Works Protection Act of 1990. The copy of this drawing and/or
redistribution to unauthorized personnel or construction of the
4
structure depicted herein without express written consent of
Felderman Design-Build would constitute infringement of
Felderman Design-Build's copyright. The recipient of this drawing
acknowledges and agrees that the ownership of the drawing and
EIFS CROWN DETAIL (BEYOND)
all other right, title, and interest therein, including, without
limitation, all rights under U.S. Copyright and other intellectual
NUCOR ROOF PANELS w/6" COMMERICAL
BUILT-UP EIFS CROWN
property law, are retained by Felderman Design-Build, and that
FIBERGLASS INSULATION BLANKET
recipient has been provided a copy of the drawing solely for the
METAL GRAVEL STOP w/MEMBRANE
purpose of evaluating the design concepts therein.
ROOFING OVER 5/8" OSB SHEATHING
3 5/8" MTL. STUD CROWN FRAMING
RETURNING TO NUCOR ROOF FLASHING
@ 16"o.c. w/ 5/8" DENS GLASS
SLOPE TOWARD ROOF
SHEATHING
NUCOR EAVE STRUT
1/
4"
/ 12
"
REVISIONS:
SYNTHETIC STONE VENEER OVER
PARAPET 1
5/8" OSB SHEATHING & (2)
18' - 6"
LAYERS TYVEK WATER BARRIER
3 5/8" MTL. STUD CROWN FRAMINGMEMBRANE ROOFING DOWN TO
@ 16"o.c. w/ 5/8" DENS GLASSNUCOR ROOF FLASHING
SHEATHING
NUCOR ROOF PANELS w/6" COMMERICAL
HIGH EAVE FLASHING BY
BUILT-UP EIFS DETAIL &
FIBERGLASS INSULATION BLANKET
NUCOR
EIFS CROWN
EIFS DETAIL (BEYOND)
02 - LOW EAVE02 - LOW EAVE
16' - 0"16' - 0"
16ga. 6" (600S137-54) METAL
STUDS @ 16"o.c. w/FULL BATT
RAKE FLASHING BY NUCOR
INSULATION W/ VAPOR BARRIER
AT INSIDE FACE OF PERIMETER
WALLS
NUCOR ROOF PURLIN (BEYOND)
NUCOR RAFTER BEAM
NUCOR RAFTER BEAM (BEYOND)
NUCOR COLUMN (BEYOND)
NUCOR COLUMN (BEYOND)
NUCOR SPANDREL BEAM
@13'-0" A.F.F.
NUCOR SPANDREL
BEAM @13'0" A.F.F.
4
1
0
0
8
0
6
4
4
-
4
A
3
N
5/8" DRYWALL OVER
4
A
I
VAPOR BARRIER
)
D
0
N
I6
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(
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:
N
m
X
o
Y
A
c
A
.
F
n
W
a
T
m
r
R
e
O
d
NUCOR PORTAL FRAME
l
F
e
,
0
COLUMN (NESTED)
f
4" BRICK VENEER w/ FLASHING,
E.
0
N
w
WEEPS, & WALL TIES AS REQ'D
0
Aw
4
L
w
-
4
Y
3
R
4
T
)
N
5/8" OSB SHEATHING W/ LAYER OF
0
E
TYVEK COMMERCIAL WRAP
6
V
2
O
(
:
C
E
4
L
4
E
6
T
16ga. 6" (600S137-54) METAL STUDS @5
16"o.c. w/FULL BATT INSULATION W/ VAPOR
BARRIER AT INSIDE FACE OF PERIMETER
WALLS
EQ4"4"4"4"4"EQ
TRIPLE ACCENT
5/8" DRYWALL OVER VAPOR BARRIER
EQ4"EQ
SINGLE ACCENT
SYNTHETIC STONE VENEER OVER
5/8" DRYWALL OVER VAPOR BARRIER
5/8" OSB SHEATHING & (2)
LAYERS TYVEK WATER BARRIER
BULLNOSE CAST STONE BANDING SILL
6"6"
TOP OF BULLNOSE
3' - 0"
CMU MASONRY WAINSCOT WITH
MASONRY TIES, FLASHING, AND WEEPS
AS REQUIRED
:
R
T
O
E
2
F
E
6
TR
0
T
C
6
S
E
4
J
H
N
O
TI
R
,
6
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P4
1
L
FINISH FLOORFINISH FLOOR
L
D
1' - 0"4"
I
T
E
0' - 0"0' - 0"
S
V
S
A
S
O
EE
P
L
VARIES BY MATERIAL
2
B
O
1' - 0"4"
8
R
O
3
P7N
CARMEL RETAIL B
THICKNESS BY MATERIAL:
BASE TRACK w/SILL SEALER
VARIES BY MATERIAL
BRICK- 4 3/8"
BASE TRACK w/SILL SEALER
EIFS- 1 3/4"
CUSTOMER APPROVED:
STONE- 2 1/4"
SEE FOUNDATION PLAN FOR
FOOTING & REINFORCING
SEE FOUNDATION PLAN FOR
REQUIREMENTS
FOOTING & REINFORCING
SIGNDATE
REQUIREMENTS
TYPICAL EIFS PARAPET CAP
PROJECT NUMBER:DRAWN BY:
3
scale:
3/4" = 1'-0"
1-15-528KWB
DATE ISSUED:CHECKED BY:
03-30-2017GMD
SHEET NUMBER:
PARAPET 7
-4' - 0"
SECTION 4
SECTION 5
1
2
scale:
3/4" = 1'-0"
A3.1-B
scale:
3/4" = 1'-0"
CERTIFICATION:
1234
75' - 0"
28' - 0"19' - 0"28' - 0"
77' - 0"
5' - 0"21' - 0"7' - 0"9' - 10"33' - 2"1' - 0"
5' - 0"21' - 0"22' - 10"21' - 8"5' - 6"
1
2
3
S1.1-B
S1.1-B
S1.1-B
Copyright @ 2013 by Felderman Design Build
This drawing is the sole property of Felderman Design-Build and
A
is protected under U.S. Copyright Law and the Architectural
Works Protection Act of 1990. The copy of this drawing and/or
C
redistribution to unauthorized personnel or construction of the
ABC
STORE FRONT LOCATIONS4" BRICK LEDGE LOCATIONS
structure depicted herein without express written consent of
Felderman Design-Build would constitute infringement of
Felderman Design-Build's copyright. The recipient of this drawing
acknowledges and agrees that the ownership of the drawing and
all other right, title, and interest therein, including, without
limitation, all rights under U.S. Copyright and other intellectual
property law, are retained by Felderman Design-Build, and that
1' - 0"
recipient has been provided a copy of the drawing solely for the
purpose of evaluating the design concepts therein.
REVISIONS:
1' - 0"
1'-0" WIDE CURB
WALL (TYP.)
4
1
0
0
8
29' - 2 3/8"10' - 3 5/8"36' - 6"
0
6
4
4
-
4
A
3
N
4
A
I
)
D
0
N
I6
,2
(
E
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77' - 0"
FOUNDATION PLAN
1
scale:
1/4" = 1'-0"
DESIGN CRITERIA:
GENERAL NOTES:SECTION 1907 - MINIMUM SLAB PROVISIONS:
1907.1 GENERAL. THE THICKNESS OF CONCRETE FLOOR SLABS1.CONCRETE PAD AND PIER DESIGN BASED ON A
1.ANCHOR BOLTS MUST BE LOCATED BY MEANS OF
SUPPORTED DIRECTLY ON THE GROUND SHALL NOT BE LESS 3 MAXIMUM SOIL BEARING CAPACITY OF 2,000 psf.
A TEMPLATE. DO NOT HAND SET ANCHOR BOLTS.
1/2". A 6mil POLYETHYLENE VAPOR RETARDED WITH JOINTS SOIL BEARING PRESSURE.
LAPPED NOT LESS THAN 6" SHALL BE PLACED BETWEEN THE
2. ANCHOR BOLTS MUST BE ASTM A307 OR EQUIVALENT.
BASE COURSE OR SUBGRADE AND THE CONCRETE FLOOR SLAB,2. ALL CONCRETE USED IN FOUNDATIONS TO HAVE MINIMUM
FOOTING SCHEDULE
OR OTHER APPROVED EQUIVALENT METHODS OR MATERIALS COMPRESSIVE STRENGTH OF 3,000 psi IN (28) DAYS, ALL
3. EMBEDMENT LENGTHS GIVEN ON DETAIL SHEET ARE
SHALL BE USED TO RETARD VAPOR TRANSMISSION THROUGH THE CONCRETE USED IN INTERIOR SLABS TO HAVE MINIMUM
FOOTINGREINFORCINGCOLUMN LINES
BASED ON CONCRETE STRENGTH OF 3,000 psi.
FLOOR SLAB. COMPRESSIVE STRENGTH OF 4,000 psi IN (28) DAYS, ALL
EXTERIOR CONCRETE TO HAVE A MINIMUM COMPRESSIVE
MARKLENGTHWIDTHDEPTH
4. THE GROUT BELOW FIXED BASE COLUMNS MUST BE
EXCEPTION: A VAPOR RETARDER IS NOT REQUIRED: STRENGTH OF 4,000 psi EXTERIOR MIX IN (28) DAYS.
DRY AND STIFF TO PREVENT SHRINKAGE. GROUT MUST
1.FOR DETACHED STRUCTURES ACCESSORY TO
(3)-#5 LONG
BE THOROUGHLY COMPACTED BENEATH BASE PLATE.
F12'-6"4'-0"3'-4"TBD
:
OCCUPANCIES IN GROUP R-3 AS APPLICABLE IN SECTION3. STANDARD SPECIFICATIONS FOR READY MIXED ARE
(5)-#5 SHORT*
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101.2, SUCH AS GARAGES, UTILITY BUILDINGS, OR OTHER CONCRETE: ASTM C-94 LATEST REVISION.
O
E
5. ALL FIXED BASE COLUMNS TRANSFERRING MOMENT TO
2
F
F24'-0"4'-0"1'-0"(4)-#5 EACH WAYTBD
E
UNHEATED FACILITIES.
6
THE FOUNDATION MUST HAVE LEVELING NUTS BELOW
TR
0
4. SUB GRADE TO BE MINIMUM 4" COMPACTED LIMESTONE,
T
C
THE BASEPLATE.
6
S
E
F2a4'-0"4'-0"3'-4"(4)-#5 EACH WAYTBD
2. FOR UNHEATED STORAGE ROOMS HAVING AN AREA OF COMPACTED TP 95% MAXIMUM DENSITY. NO CONCRETE
4
J
H
LESS THAN 70sf AND CARPORTS ATTACHED TO OCCUPANCIES IN TO BE POURED OVER WET OR FROZEN SOIL CONDITIONS.
N
O
TI
6. PROVIDE 2"x48" RIGID INSULATION @ ALL EXTERIOR
R
,
6
(5)-#5 EACH WAY
GROUP R-3 AS APPLICABLE IN SECTION 101.2.
F35'-6"5'-6"3'-4"
TBD
E
FOUNDATION PERIMETER WALLS.
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5.REINFORCING SHALL CONFORM TO ASTM A65 GRADE 60.
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3. FOR BUILDINGS OF OTHER OCCUPANCIES WHERE MIGRATION
F47'-0"7'-0"3'-4"(5)-#5 EACH WAY
E
TBDS
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7. 4" CONC. FLOOR SLAB REINFORCED w/WIREMESH OVER
S
A
S
OF MOISTURE THROUGH THE SLAB FROM BELOW WILL NOT BE6. HAIRPINS SHOWN ON PLAN ARE AN INTEGRAL PART OF THE
O
VAPOR BARRIER PER SECTION 1907 OF IBC 2012 BUILDING
EE
DETRIMENTAL TO THE INTENDED OCCUPANCY OF THE BUILDING. STRUCTURAL DESIGN AND ARE NOT TO BE CUT. HAIRPIN
P
L
F57'-6"7'-6"3'-4"(7)-#5 EACH WAY
TBD
2
CODE AND COMPACTED GRANULAR MATERIAL (METER ROOM ONLY).
B
O
REINFORCING SHALL BE #4's BENT AT ANCHOR BOLTS w/
8
R
O
3
4. FOR DRIVEWAYS, WALKS, PATIOS AND OTHER FLATWORK A MINIMUM 4'-0" EMBEDMENT LENGTH INTO FLOOR SLAB
P7N
CARMEL RETAIL B
8. SAWCUTS TO BE 1/8"x1/4 DEPTH OF SLAB, CONSISTENT
*PROVIDE STANDARD 180° ACI HOOK AT EACH END
WHICH WILL NOT BE INCLOSED AT A LATER DATE. (TYP.) FOR EACH LEG OF HAIRPIN.
WITH LINES OF THE BUILDING.
3/4" DIA. ANCHOR BOLTS= 3" PROJECTION/ 12" EMBEDMENT
(CUT 4-12 hrs. AFTER POUR)
CUSTOMER APPROVED:
5. WHERE APPROVED BASED ON LOCAL SITE CONDITIONS.7. FLOOR SLAB REINFORCEMENT TO BE INSTALLED WITHIN
THE CENTER 1/3 OF THE SLAB THICKNESS.
9. PROVIDE 1/2" EXPANSION JOINT MATERIAL WHERE
CONC. SLAB ABUTS FOUNDATION WALLS.
DESIGN DATA:
SIGNDATE
10. ALL APRON TO FOUNDATION REINF. TO BE IN MIDDLE TO
WIND LOAD:115 mph IN. 14 (CODE)
BOTTOM 2/3's OF CONCRETE SLAB.
SEISMIC LOAD:'DESIGN CATEGORY B'
PROJECT NUMBER:DRAWN BY:
ROOF SNOW LOAD:20 psf
11. BLOCKOUT FOUNDATION @ ALL DOWNSPOUT LOCATIONS.
DEAD LOAD: AS ESTABLISHED
1-15-528BAC
DATE ISSUED:CHECKED BY:
03-30-2017GMD
FOOTER DETAILS
2
SHEET NUMBER:
scale:
1/16" = 1'-0"
S1.0-B
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4L L ECB LED AIMED DOWN EXIT-UNIT COMBO WITH INTEGRATED LED1
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UNIT ONE HEAD ONL
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1L L L1D L48 000LM FST MVOLT L1D 48" LENGTH 000 LUMENS Dr LED1
40K 80 CRIL 4000K 80 CRI
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10L L OLLWUOUTDOOR LED WALL UPLIGHT AND LED1
DOWNLIGHT C LINDER WITH 4000K
W1
LEDS AND POL CARBONATE LENSES
1BASELITEA810/XX E4/XXWALL MOUNTED GOOSENECKLED1
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PLUMBING PLAN (BUILDING B)PLUMBING PLAN (BUILDING C)
NORTHNORTH
PLAN NOTES:PLAN NOTES:
JEH
GWB
05.25.17
SANITARY RISER DIAGRAM (BLDG. B)SANITARY RISER DIAGRAM (BLDG. C)
17.841.P20
P2.0