HomeMy WebLinkAbout17070111 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
I
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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
D
will not conflict with construction operations.
specifications.
Y
SL
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JSHRHR
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TD
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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1
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18
(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
12
PH
FG
FG
16
6
6
SSY
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19
20
3
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26
RS
11
11
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RS
RS
9
1
RS
16
PH
PH
15
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16
28
17
11
GISH
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SH
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423
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R 26
3
166
CKEJ
CK
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1
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183
10
TD
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FG72 sf
7
11
U
DescriptionTAC Comments
6
M
RS
M
O
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
CK
FG
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
CK
11
8
119 sf
DC
72 sf
BUILDING 'C'
FG
22
PARKING
ZV
FG
6
SH
1
8
FG
27
PATIO AREA
CK
3
HRPH
4
CK
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8
16
6
SSY
4
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SSY
4
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8
4
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7
3
(317) 844-6777
15
SH
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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
EJ
3
EJ
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
EJ
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
CERTIFICATION:
OPEN SPACE
OPEN SPACE
18" min.
Copyright @ 2013 by Felderman Design Build
* 12" min.
This drawing is the sole property of Felderman Design-Build and
METER ROOM
is protected under U.S. Copyright Law and the Architectural
107
Works Protection Act of 1990. The copy of this drawing and/or
redistribution to unauthorized personnel or construction of the
46 L.F.
124SF
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
FRONT APPROACH FROM PULL SIDEFRONT APPROACH FROM PUSH SIDE
all other right, title, and interest therein, including, without
* IF BOTH CLOSER & LATCH ARE PROVIDED
limitation, all rights under U.S. Copyright and other intellectual
property law, are retained by Felderman Design-Build, and that
35 L.F.37 L.F.
recipient has been provided a copy of the drawing solely for the
35 L.F.34 L.F.38 L.F.
purpose of evaluating the design concepts therein.
UP
OPEN SPACE
REVISIONS:
OPEN SPACE
36" min.42" min.
3,000 SF1,315 SF1,315 SF1,315 SF1,315 SF3,000 SF
HINGE APPROACH FROM PULL SIDEHINGE APPROACH FROM PULL SIDE
OPEN SPACE
OPEN SPACE
40 L.F.
33 L.F.35 L.F.
35 L.F.
34 L.F.35 L.F.
* 12" min.22" min.
24" min.
4
1
0
0
HINGE APPROACH FROM PUSH SIDELATCH APPROACH FROM PULL SIDE
8
0
6
* IF BOTH CLOSURE & LATCH ARE PROVIDED* 54" min. IF CLOSURE IS PROVIDED
4
4
-
** 48"min. IF CLOSURE & LATCH ARE PROVIDED
4
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3
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LATCH APPROACH FROM PUSH SIDEPUSH SIDE
* 48"min. CLOSURE IS PROVIDED
OPEN SPACE
12"
PUSH SIDE, DOOR PROVIDE w/BOTH
CLOSURE & A LATCH
BUILDING ENVELOPE REQUIREMENTS FOR CLIMATE ZONE 5A
CODE ANALYSIS:
ELEMENTS:NONRESIDENTIAL:
-PROPOSED EXIT LOCATIONS
ASSEMBLY MAX.INSULATION MIN.
ROOF, INSUL. ABOVE DECK:U-.048R-20 c.i.
-POINT OF BEGINNING REFERENCE FOR TRAVEL DISTANCE
2
ROOF, ATTIC & OTHER:U-.027R-38
6
:
0
ROOF, METAL BLDG.:U-.065R-19
R
OCCUPANCY LOAD
6
T
O
4
E
CLEARANCE @ DOOR SWINGSFIRE LIFE & SAFETY PLAN
F
E
A
WALLS ABOVE GRADE:
PROPOSED CONSTRUCTION TYPE: IIB SPRINKLED
T
R
12
N
T
C
- CONC. & CMUU-.090R-11 c.i.
A
scale:scale:
3/8" = 1'-0" 1/8" = 1'-0"
I
S
E
J
- METAL BLDG.U-.113R-13
D
PROPOSED BUILDING AREA: 11,260 S.F.
H
N
O
I
T
- STEEL FRAMEDU-.064R-13 + R-7.5 c.i.
R
,
6
E
- WOOD FRAMED & OTHERU-.064R-13 + R-3.8 c.i.
P
4
POTENTIAL OCCUPANCIES:
1
L
L
"M", "B", OR "A-2"D
I
T
E
S
V
WALLS BELOW GRADE:C-.119R-7.5 c.i.
S
AS
O
"A-2" - OCCUPANCYE
E
P
L
FLOORS:2
OB
8
- MASSU-.074R-10.4 c.i.
R
ALLOWABLE AREA PER TABLE 503, IBC 2012O
3
P7N
CARMEL RETAIL A
- STEEL JOISTU-.038R-30
- WOOD FRAMED & OTHERU-.033R-30
"A-2" - OCCUPANCY: 28,500 SF
CUSTOMER APPROVED:
SLAB ON GRADE (UNHEATED):F-.73NR
OCCUPANT LOAD OF (133) CALCULATED FROM TABLE 1004.1.1, IBC 2012
SLAB ON GRADE (HEATED):F-.86R-15 FOR 24"
"B" - OCCUPANCY
OPAQUE DOORS:
SIGNDATE
- SWINGINGU-.700
ALLOWABLE AREA PER TABLE 503, IBC 2012
- NON-SWINGINGU-.500
PROJECT NUMBER:DRAWN BY:
"B" - OCCUPANCY: 23,000 SF
VERTICAL GLAZINGSHGC-.40 (ALL)
1-15-528TJG
- NONMETAL FRAMINGU-.35
OCCUPANT LOAD OF (46) CALCULATED FROM TABLE 1004.1.1, IBC 2012
- METAL FRAMING
DATE ISSUED:CHECKED BY:
(STOREFRONT & cURT. WALL)U-.45
"M" - OCCUPANCY
- METAL FRAMING03-30-2017GMD
(ENTRANCE DOOR)U-.80
ALLOWABLE AREA PER TABLE 503, IBC 2012
SHEET NUMBER:
- METAL FRAMING
(ALL OTHER)U-.55
"M" - OCCUPANCY: 12,500 SF
* AS REQ'D BY THE 2010 INDIANA ENERGY CONSERVATION CODE
OCCUPANT LOAD OF (50) CALCULATED FROM TABLE 1004.1.1, IBC 2012
A0.1
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
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.
1234567
163' - 4"REVISIONS:
31' - 0"31' - 0"19' - 8"19' - 6"32' - 2"30' - 0"
4' - 0"19' - 0"8' - 0"26' - 6"19' - 1"11' - 8 1/2"28' - 6"47' - 3 1/2"
4' - 0"3' - 8"15' - 4"8' - 0"3' - 7 1/2"6' - 0"3' - 8"9' - 4"3' - 10 1/2"4' - 9 1/2"9' - 6"4' - 9 1/2"6' - 5 1/2"3' - 4"1' - 11"3' - 0"9' - 6"3' - 8"9' - 4"3' - 0"4' - 6"3' - 0"4' -
6"3' - 0"4' - 6"3' - 0"4' - 6"15' - 4"4' - 11 1/2"
12
1
A3.0-A
1' - 5"
BB
DOWN SPOUTDOWN SPOUTDOWN SPOUTDOWN SPOUTDOWN SPOUT
A.4
1' - 9"
METER ROOM
SPANDREL BEAM
107
1' - 0 1/8"
A.3
124 SF
31' - 2 1/4"
12' - 1 3/8"
1' - 0 1/8"
DNUP
4' - 3 3/4"
1' - 0 1/8"
42" HIGH HANDRAIL
4' - 6"
4
1
0
0
8
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6
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4
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MEZZANINE
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SPANDREL BEAM
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2' - 9"
SPANDREL BEAM
A.1
20' - 2"
AA
123
3231
A3.1-AA3.2-AA3.2-A
A3.0-AA3.1-AA3.1-AA3.2-A
8' - 0"21' - 1 1/2"4' - 8"2' - 6"5' - 0"2' - 6"5' - 0"11' - 0"5' - 0"2' - 0 1/2"11' - 0"2' - 0 1/2"5' - 6"14' - 0"5' - 6"2' - 0"15' - 4"2' - 2"6' - 0"2' - 9"7' - 1"20' - 2"6' - 6 1/2"
8' - 0"25' - 9 1/2"10' - 0"21' - 0"15' - 1"25' - 0"28' - 3"33' - 9 1/2"
2
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MEZZANINE PLAN
01 - PROPOSED FLOOR PLAN A
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4
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scale:
1/8" = 1'-0"
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scale:
1/8" = 1'-0"
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CARMEL RETAIL A
CUSTOMER APPROVED:
SIGNDATE
PROJECT NUMBER:DRAWN BY:
1-15-528GMD
DATE ISSUED:CHECKED BY:
03-30-2017GMD
SHEET NUMBER:
A1.0-A
CERTIFICATION:
BA
PARAPET 5
4' - 6 1/2"20' - 11"15' - 11 1/4"25' - 9 1/2"7' - 7 1/4"
27' - 10"
AA.1A.2A.3A.4B
6' - 3 1/2"19' - 5"7' - 1"22' - 0 1/2"20' - 9 7/8"
PARAPET 4
PARAPET 4
25' - 6"
25' - 6"
PARAPET 3
PARAPET 3
23' - 2"
23' - 2"
PARAPET 2
LOW EAVE 2
20' - 10"
22' - 0"
GGGE
PARAPET 1
H
H
18' - 6"
Copyright @ 2013 by Felderman Design Build
LOW EAVE 1
MEZZANINE PLAN
This drawing is the sole property of Felderman Design-Build and
16' - 0"
12' - 0"
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
WINDOW HEAD
WINDOW HEAD
structure depicted herein without express written consent of
9' - 0"
9' - 0"
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
J
property law, are retained by Felderman Design-Build, and that
AA recipient has been provided a copy of the drawing solely for the
purpose of evaluating the design concepts therein.
F
F
K
D
L
TOP OF BULLNOSETOP OF BULLNOSE
3' - 0"3' - 0"
REVISIONS:
FINISH FLOORFINISH FLOOR
0' - 0"0' - 0"
EAST ELEVATION AWEST ELEVATION A
34
scale:scale:
1/8" = 1'-0" 1/8" = 1'-0"
7654321
EIFS - 1STONE - 6
PARAPET 5
712
20' - 3"27' - 0"28' - 6"11' - 9"19' - 0"26' - 6 1/2"8' - 0"19' - 0"4' - 0"
scale:scale:
1/2" = 1'-0" 1/2" = 1'-0"
27' - 10"
PARAPET 4
25' - 6"
121093410123910
42193
PARAPET 3
23' - 2"
LOW EAVE 2
22' - 0"
PARAPET 2
20' - 10"
E
GG
PARAPET 1
4
18' - 6"
1
0
0
8
LOW EAVE 1
0
6
4
4
16' - 0"
-
4
A
3
N
EIFS - 2CMU - 7
4
A
I
)
MEZZANINE PLAN
813
D
0
scale:scale:
1/2" = 1'-0" 1/2" = 1'-0"
12' - 0"
N
I6
,2
(
E
:
WINDOW HEAD
N
m
X
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9' - 0"
A
c
A
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F
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TOP OF BULLNOSE
,
0
f
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.
0
3' - 0"
N
w
0
w
A
4
L
w
-
FINISH FLOOR
4
Y
0' - 0"
3
R
4
T
)
N
658116575126956571196856
7
0
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6
V
2
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4
L
4
E
6
T
EIFS - 9RTU SCREEN
5
914
NORTH ELEVATION A
scale:scale:
1/2" = 1'-0" 1/2" = 1'-0"
2
scale:
1/8" = 1'-0"
1234567
8' - 0"25' - 9 1/2"10' - 0 1/2"20' - 11"15' - 4"24' - 7"17' - 6 1/2"10' - 11"7' - 1"20' - 2"6' - 6 1/2"
PARAPET 5
27' - 10"
PARAPET 4
25' - 6"
EIFS - 10STOREFRONT
1015
PARAPET 3
scale:scale:
1/2" = 1'-0" 1/2" = 1'-0"
23' - 2"
PARAPET 2
20' - 10"
G
EGG
PARAPET 1
18' - 6"
2
6
:
0
WINDOW HEAD
R
6
T
O
4
9' - 0"
E
F
E
A
T
R
N
T
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TOP OF STONE CAP
A
I
S
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6' - 4"J
D
H
N
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TI
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6
A
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TOP OF SPLIT FACE
1
L
BRICK - 3
L
B6' - 0"D
I
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S
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11
S
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S
UNWSRT
TOP OF BULLNOSEscale:
1/2" = 1'-0"O
E
E
P
L
3' - 0"
2
B
O
8
R
O
3
P7N
FINISH FLOOR
CARMEL RETAIL A
0' - 0"
CUSTOMER APPROVED:
EXTERIOR FINISH SCHEDULE
SIGNDATE
MARKMATERIALSTYLE & COLOR
PROJECT NUMBER:DRAWN BY:
SOUTH ELEVATION A
1EIFIS FINISH SYSTEMSENERGY 'CARDAMON' #3052
1
NOTE:
1-15-528GMD
2ACCENT EIFIS FINISH SYSTEMSENERGY 'BRUNET' #3070
scale:
1/8" = 1'-0"
GENERAL SIGN LOCATION
3BRICK VENEERBELDEN (MODULAR) 'BUCKINGHAM'
STOREFRONT AREA @ 2508 SF = 60% 0F 4188 SF OF
DATE ISSUED:CHECKED BY:
SIGN AREA PER ORDINANCE
4FABRIC AWNINGDARK BRONZE
FIRST FLOOR AREA AS REQUIRED.
03-30-2017GMD
5ALUMINUM STOREFRONT GLAZING SYSTEMCLEAR
EXTERIOR FINISH MATERIAL ANALYSIS
6SIMULATED STONE VENEERQUARRY RIDGE LEDGESTONE 'SHADOW'
SHEET NUMBER:
7CMU BLOCK WAINSCOTMASOLITE SMOOTH FACE 'ASH BROWN'
ELEVATION BRICK VENEER STONE VENEER CMU WAINSCOTE CORNICE EIFS FACADE ACCENT BAND STOREFRONT TOTAL AREA
8ALUMINUM CANOPY SYSTEMDARK BRONZE
SOUTH ELEVATION 559 SF (16%) 774 SF (22%) 95 SF (4%) 588 SF (17%) 127 SF (6%) 126 SF (6%) 1002 SF (29%) 3462 SF (100%)
9ACCENT EIFIS FINISH SYSTEMSENERGY 'NIGHTINGALE' #3058
SIGNAGE AREA
NORTH ELEVATION 547 SF (16%) 1086 SF (32%) 102 SF (3%) 442 SF (13%) 111 SF (5%) 116 SF (6%) 837 SF (25%) 3403 SF (100%)
10EIFIS FINISH SYSTEMPAREX 'CLIFF' 3039D
5
A2.0-A
scale:
1/4" = 1'-0"
WEST ELEVATION 220 SF (13%) 312 SF (19%) 63 SF (4%) 182 SF (11%) 500 SF (30%) 33 SF (2%) 342 SF (21%) 1643 SF (100%)
11ALUMINUM STOREFRONT WINDOWCLEAR
12HM DOOR AND FRAMETBD
EAST ELEVATION 260 SF (17%) 343 SF (22%) 72 SF (5%) 182 SF (12%) 320 SF (21%) 31 SF (2%) 327 SF (21%) 1525 SF(100%)
CERTIFICATION:
24' - 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
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.
REVISIONS:
DUMPSTER ENCLOSURE PLAN
5
scale: 1/4" = 1'-0"
4
1
0
0
8
0
6
4
4
-
4
A
3
N
4
A
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D
0
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SLOPED PRECAST STONE CAP
(
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37
12' - 0"24' - 0"
SOUTH ELEVATIONEAST ELEVATION
34
scale: 1/4" = 1'-0"scale: 1/4" = 1'-0"
BRICK - 3 (DE)
7
scale:
1/2" = 1'-0"
STAINED WOOD GATE WITH
METAL FRAMES.
:
R
O
F
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C
E
J
O
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P
D
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S
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CMU - 7 (DE)
O
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6
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scale:
1/2" = 1'-0"
12' - 0"24' - 0"CARMEL RETAIL A
CUSTOMER APPROVED:
EXTERIOR FINISH SCHEDULE
SIGNDATE
MARKMATERIALSTYLE & COLOR
PROJECT NUMBER:DRAWN BY:
1EIFIS FINISH SYSTEMSENERGY 'CARDAMON' #3052
1-15-528GMD
2ACCENT EIFIS FINISH SYSTEMSENERGY 'BRUNET' #3070
NORTH ELEVATIONWEST ELEVATION
3BRICK VENEERBELDEN (MODULAR) 'BUCKINGHAM'
12
DATE ISSUED:CHECKED BY:
scale: 1/4" = 1'-0"scale: 1/4" = 1'-0"
4FABRIC AWNINGDARK BRONZE
02-09-2017GMD
5ALUMINUM STOREFRONT GLAZING SYSTEMCLEAR
6SIMULATED STONE VENEERQUARRY RIDGE LEDGESTONE 'SHADOW'
SHEET NUMBER:
7CMU BLOCK WAINSCOTMASOLITE SMOOTH FACE 'ASH BROWN'
8ALUMINUM CANOPY SYSTEMDARK BRONZE
9ACCENT EIFIS FINISH SYSTEMSENERGY 'NIGHTINGALE' #3058
10EIFIS FINISH SYSTEMPAREX 'CLIFF' 3039D
A2.1
11ALUMINUM STOREFRONT WINDOWCLEAR
12HM DOOR AND FRAMETBD
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 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.
METAL GRAVEL STOP w/MEMBRANE
REVISIONS:
ROOFING OVER 5/8" OSB SHEATHING
RETURNING TO NUCOR ROOF FLASHING
SLOPE TOWARD ROOF
3 5/8" MTL. STUD CROWN
1
BA.3A
MEMBRANE ROOFING DOWN TO
FRAMING @ 16"o.c. w/ 5/8"
NUCOR FLASHING
DENS GLASS SHEATHING
NUCOR EAVE STRUT
1
/4"
/12
"
S
PARAPET 4
L
25' - 6"
BUILT-UP EIFS CROWN
BUILT-UP EIFS
DETAIL & EIFS
3 5/8" MTL. STUD CROWN
CROWN
METAL GRAVEL STOP w/MEMBRANE NUCOR ROOF PANELS w/6"
FRAMING @ 16"o.c. w/ 5/8"
METAL GRAVEL STOP
ROOFING OVER 5/8" OSB SHEATHING COMMERICAL FIBERGLASS
EIFS CROWN DETAIL (BEYOND)
DENS GLASS SHEATHING
w/MEMBRANE ROOFING OVER
RETURNING TO NUCOR ROOF FLASHING INSULATION BLANKET
MEMBRANE ROOFING DOWN TO
1
/4"
/121
"/4"
/1
2"
5/8" OSB SHEATHING RETURNING
SLOPE TOWARD ROOF
NUCOR ROOF FLASHING
TO NUCOR ROOF FLASHING
S
S
PARAPET 3PARAPET 3
L
L
HIGH EAVE FLASHING
SLOPE TOWARD ROOF
23' - 2"23' - 2"
BY NUCOR
3 5/8" MTL. STUD CROWN
FRAMING @ 16"o.c. w/ 5/8"
DENS GLASS SHEATHING
LOW EAVE 2LOW EAVE 2
3 5/8" MTL. STUD CROWN
22' - 0"22' - 0"
FRAMING @ 16"o.c. w/ 5/8"
DENS GLASS SHEATHING
BUILT-UP EIFS
DETAIL & EIFS
BUILT-UP EIFS
CROWN
EIFS DETAIL (BEYOND)NUCOR ROOF PANELS w/6"
DETAIL & EIFS
COMMERICAL FIBERGLASS
CROWN
NUCOR RAFTER BEAM (BEYOND)
RAKE FLASHING BY
INSULATION BLANKET
MEMBRANE ROOFING DOWN TO
NUCOR
NUCOR COLUMN
NUCOR GUTTER
NUCOR ROOF PURLIN (BEYOND)
(BEYOND)
NUCOR RAFTER BEAM
12ga. 6" (600S137-97) METAL
NUCOR SPANDREL
NUCOR COLUMN (BEYOND)
NUCOR EAVE STRUT
STUDS @ 16"o.c. w/FULL BATT
BEAM @18'6" A.F.F.
INSULATION W/ VAPOR BARRIER
NUCOR ROOF PANELS w/6" NUCOR SPANDREL BEAM
AT INSIDE FACE OF PERIMETER
COMMERICAL FIBERGLASS
@18'-6" A.F.F.
WALLS
INSULATION BLANKET
NUCOR PORTAL
LOW EAVE 1
5/8" OSB SHEATHING W/ LAYER
FRAME
16' - 0"
OF TYVEK COMMERCIAL WRAP
COLUMN (NESTED)
1 3/4" EIFS FINISH SYSTEM
1 3/4" EIFS FINISH SYSTEM
5/8" DRYWALL OVER NUCOR INTERIOR
12ga. 6" (600S137-97) METAL
VAPOR BARRIERGUTTER & DOWNSPOUT
STUDS @ 16"o.c. w/FULL BATT
4" CONCRETE FLOOR
EIFS ARCH DETAIL
INSULATION W/ VAPOR BARRIER
NUCOR RAFTER BEAM (BEYOND)
(BEYOND)
AT INSIDE FACE OF PERIMETER
5/8" DENS GLASS SHEATHING W/
WALLS
NUCOR COLUMN
LAYER OF TYVEK COMMERCIAL
MEZZANINE PLANMEZZANINE PLAN
(BEYOND)
WRAP
ARCH WINDOW HEAD
12' - 0"12' - 0"
11' - 9 1/2"
BUILT-UP EIFS DETAIL SLOPE
FABRIC AWNING (BEYOND)
BUILT-UP EIFS DETAIL
AWAY FROM BUILDING
(COLOR TBD)
NUCOR SPANDREL
SLOPE AWAY FROM BUILDING
BEAM @13'0" A.F.F.
(2) 1200s200-68
(BACK TO BACK) (TYP.)
4" BRICK VENEER w/ FLASHING,
FLASH AND SEAL AS REQ'D
WINDOW HEADWINDOW HEAD
WEEPS, & WALL TIES AS REQ'D
9' - 0"9' - 0"
5/8" OSB SHEATHING W/ LAYER
OF TYVEK COMMERCIAL WRAP
FLASH AND SEAL AS REQ'D
BUILT-UP EIFS DETAIL SLOPE
AWAY FROM BUILDING
12ga. 6" (600S137-97) METAL STUDS
(2) 1200s200-68
(BEYOND)
@ 16"o.c. w/FULL BATT INSULATION W/
(BACK TO BACK) (TYP.)
VAPOR BARRIER AT INSIDE FACE OF
PERIMETER WALLS
5/8" DRYWALL OVER VAPOR BARRIER
STONE VENEER w/
FLASHING AS NECESSARY
(BEYOND)
ALUMINUM STOREFRONT
WINDOW SYSTEM
BULLNOSE CAST STONE BANDING
SILL
ALUMINUM STOREFRONT
TOP OF BULLNOSETOP OF BULLNOSE
WINDOW SYSTEM
3' - 0"3' - 0"
FLASH AND SEAL AS
FLASH AND SEAL AS
CMU MASONRY WAINSCOT WITH
REQ'D
REQ'D
MASONRY TIES, FLASHING, AND
WEEPS AS REQUIRED
FINISH FLOORFINISH FLOORFINISH FLOOR
0' - 0"0' - 0"0' - 0"
SEE FOUNDATION PLAN FOR
BASE TRACK w/SILL SEALER
BASE TRACK w/SILL SEALER
CUSTOMER APPROVED:
FOOTING & REINFORCING
REQUIREMENTS
SEE FOUNDATION PLAN FOR
SEE FOUNDATION PLAN FOR
FOOTING & REINFORCING
FOOTING & REINFORCING
SIGNDATE
REQUIREMENTS
REQUIREMENTS
PROJECT NUMBER:DRAWN BY:
1-15-528GMD
DATE ISSUED:CHECKED BY:
02-28-2017GMD
SHEET NUMBER:
Section 1Section 2Section 3
123
1/2" = 1'-0" 1/2" = 1'-0"1/2" = 1'-0"
scale:scale:scale:
A3.0-A
A
METAL GRAVEL STOP
CERTIFICATION:
w/MEMBRANE ROOFING OVER
1/
4"/
12
"
5/8" OSB SHEATHING
PARAPET 3
RETURNING TO NUCOR ROOF
23' - 2"
FLASHING SLOPE TOWARD
AA.2
A
ROOF
S
L
3 5/8" MTL. STUD CROWN
S
FRAMING @ 16"o.c. w/ 5/8"
L
METAL GRAVEL STOP
DENS GLASS SHEATHING
w/MEMBRANE ROOFING
OVER 5/8" OSB SHEATHING
MEMBRANE ROOFING DOWN TO
RETURNING TO NUCOR ROOF
BUILT-UP EIFS
NUCOR FLASHING
FLASHING SLOPE TOWARD
1
/4"
/1
2"
DETAIL & EIFS
ROOF
CROWN
SS
LL
PARAPET 2
20' - 10"
EIFS CROWN DETAIL (BEYOND)
3 5/8" MTL. STUD CROWN
FRAMING @ 16"o.c. w/ 5/8"
DENS GLASS SHEATHING
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
HIGH EAVE FLASHING NUCOR EAVE STRUT
Architectural Works Protection Act of 1990. The copy of this
BUILT-UP EIFS MEMBRANE ROOFING DOWN TO MEMBRANE ROOFING DOWN TO
BY NUCOR
drawing and/or redistribution to unauthorized personnel or
DETAIL & EIFS NUCOR FLASHINGNUCOR FLASHING
construction of the structure depicted herein without express
NUCOR ROOF PANELS w/6"
written consent of Felderman Design-Build would constitute
CROWN
HIGH EAVE FLASHING HIGH EAVE FLASHING
COMMERICAL FIBERGLASS infringement of Felderman Design-Build's copyright. The
1
/4"
/12
"
recipient of this drawing acknowledges and agrees that the
METAL GRAVEL STOP
BY NUCORBY NUCOR
INSULATION BLANKET
ownership of the drawing and all other right, title, and
w/MEMBRANE ROOFING
interest therein, including, without limitation, all rights under
PARAPET 1
EIFS CROWN DETAIL (BEYOND)U.S. Copyright and other intellectual property law, are
OVER 5/8" OSB SHEATHING
18' - 6"
retained by Felderman Design-Build, and that recipient has
been provided a copy of the drawing solely for the purpose of
RETURNING TO NUCOR ROOF
NUCOR ROOF PANELS w/6" NUCOR ROOF PANELS w/6" evaluating the design concepts therein.
FLASHING SLOPE TOWARD
COMMERICAL FIBERGLASS COMMERICAL FIBERGLASS
ROOF
INSULATION BLANKETINSULATION BLANKET
REVISIONS:
3 5/8" MTL. STUD CROWN
FRAMING @ 16"o.c. w/ 5/8"
DENS GLASS SHEATHING
BUILT-UP EIFS
LOW EAVE 1LOW EAVE 1LOW EAVE 1
DETAIL & EIFS
16' - 0"16' - 0"16' - 0"
CROWN
EIFS CROWN DETAIL (BEYOND)
1 3/4" EIFS
18ga. 6" (600S137-43) METAL NUCOR RAFTER BEAM (BEYOND)
5/8" OSB SHEATHING W/ LAYER 5/8" OSB SHEATHING W/ LAYER
STUDS @ 16"o.c. w/FULL BATT
NUCOR EAVE STRUTNUCOR EAVE STRUT
OF TYVEK COMMERCIAL WRAPOF TYVEK COMMERCIAL WRAP
INSULATION W/ VAPOR BARRIER
AT INSIDE FACE OF PERIMETER
NUCOR COLUMN
WALLS
18ga. 6" (600S137-43) METAL STUDS @ 18ga. 6" (600S137-43) METAL STUDS @
(BEYOND)
5/8" DENS GLASS SHEATHING W/
NUCOR RAFTER BEAM NUCOR RAFTER BEAM
16"o.c. w/FULL BATT INSULATION W/ VAPOR 16"o.c. w/FULL BATT INSULATION W/ VAPOR
LAYER OF TYVEK COMMERCIAL
(BEYOND)(BEYOND)
BARRIER AT INSIDE FACE OF PERIMETER BARRIER AT INSIDE FACE OF PERIMETER
WRAP
NUCOR SPANDREL
WALLSWALLS
NUCOR COLUMN (BEYOND)BEAM @13'0" A.F.F.NUCOR COLUMN (BEYOND)
4" BRICK VENEER w/FLASHING, 4" BRICK VENEER w/FLASHING,
NUCOR SPANDREL NUCOR SPANDREL
WEEPS, & WALL TIES AS REQ'DWEEPS, & WALL TIES AS REQ'D
BEAM @13'-0" A.F.F.BEAM @13'-0" A.F.F.
5/8" DRYWALL
OVER VAPOR
(2) 1200s200-68(2) 1200s200-68
BARRIER
(BACK TO BACK) (TYP.)(BACK TO BACK) (TYP.)
BUILT UP EIFS DETAIL
5x3x3/8 STEEL ANGLE LINTEL5x3x3/8 STEEL ANGLE LINTEL
WINDOW HEAD 2
9' - 8"
WINDOW HEAD
9' - 0"
FABRIC AWNING (COLOR: TBD)FLASH AND SEAL AS FABRIC AWNING (COLOR: TBD)FLASH AND SEAL AS
REQ'DREQ'D
SYNTHETIC STONE VENEER
OVER 5/8" OSB SHEATHING
& (2) LAYERS TYVEK WATER
BARRIER
ALUMINUM STOREFRONT WINDOW ALUMINUM STOREFRONT SYSTEM
SYSTEM
FLASH AND SEAL AS
REQ'D
BULLNOSE CAST STONE BANDING
TOP OF BULLNOSETOP OF BULLNOSE
SILL
3' - 0"3' - 0"
CMU MASONRY WAINSCOT WITH
MASONRY TIES, FLASHING, AND
WEEPS AS REQUIRED
FINISH FLOORFINISH FLOORFINISH FLOOR
0' - 0"0' - 0"0' - 0"
BASE TRACK w/SILL SEALERBASE TRACK w/SILL SEALER
BASE TRACK w/SILL SEALER
SEE FOUNDATION PLAN FOR SEE FOUNDATION PLAN FOR
SEE FOUNDATION PLAN FOR
FOOTING & REINFORCING FOOTING & REINFORCING
FOOTING & REINFORCING
REQUIREMENTSREQUIREMENTS
REQUIREMENTS
CUSTOMER APPROVED:
SIGNDATE
PROJECT NUMBER:DRAWN BY:
1-15-528KWB
DATE ISSUED:CHECKED BY:
02-28-2017GMD
Section 4Section 5Section 6
SHEET NUMBER:
123
3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0"
scale:scale:scale:
A3.1-A
CERTIFICATION:
AA.2
METAL GRAVEL STOP
w/MEMBRANE ROOFING OVER
5/8" OSB SHEATHING RETURNING
SS
AA.2
LL
TO NUCOR ROOF FLASHING SLOPE
TOWARD ROOF
1/4
"/
12"SS
LL
PARAPET 3
23' - 2"
3 5/8" MTL. STUD CROWN FRAMING
@ 16"o.c. w/ 5/8" DENS GLASS
SHEATHING
METAL GRAVEL STOP w/MEMBRANE
ROOFING OVER 5/8" OSB SHEATHING
MEMBRANE ROOFING DOWN TOMEMBRANE ROOFING DOWN TO
1/4
"/1
2"
RETURNING TO NUCOR ROOF FLASHING
AA.2
BUILT-UP EIFS DETAIL &
NUCOR FLASHINGNUCOR FLASHING
SLOPE TOWARD ROOF
EIFS CROWN
Copyright @ 2013 by Felderman Design Build
PARAPET 2
This drawing is the sole property of Felderman Design-Build and
20' - 10"
1' - 10 1/4"
SS
is protected under U.S. Copyright Law and the Architectural
LL
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
EIFS CROWN DETAIL (BEYOND)
Felderman Design-Build's copyright. The recipient of this drawing
3 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
NUCOR EAVE STRUT
NUCOR EAVE STRUT
limitation, all rights under U.S. Copyright and other intellectual
SHEATHING
MEMBRANE ROOFING DOWN TO
property law, are retained by Felderman Design-Build, and that
NUCOR FLASHING recipient has been provided a copy of the drawing solely for the
NUCOR ROOF PANELS w/6" COMMERICALBUILT-UP EIFS DETAIL &NUCOR ROOF PANELS w/6" COMMERICAL
purpose of evaluating the design concepts therein.
EIFS CROWNFIBERGLASS INSULATION BLANKET
FIBERGLASS INSULATION BLANKET
HIGH EAVE FLASHING BY
1
/4"
/1
2"
NUCOR
METAL GRAVEL STOP
w/MEMBRANE ROOFING OVER
SYNTHETIC STONE VENEER OVER
EIFS CROWN DETAIL (BEYOND)PARAPET 1PARAPET 1
5/8" OSB SHEATHING RETURNING
REVISIONS:
5/8" OSB SHEATHING & (2)
18' - 6"18' - 6"
TO NUCOR ROOF FLASHING
LAYERS TYVEK WATER BARRIER
HIGH EAVE FLASHING BY
SLOPE TOWARD ROOF
NUCOR ROOF PANELS w/6" COMMERICAL
NUCOR
FIBERGLASS INSULATION BLANKET
3 5/8" MTL. STUD CROWN
HIGH EAVE FLASHING BY
FRAMING @ 16"o.c. w/ 5/8" DENS
NUCOR
GLASS SHEATHING
BUILT-UP EIFS DETAIL &
LOW EAVE 1LOW EAVE 1LOW EAVE 1
EIFS CROWN
16' - 0"16' - 0"16' - 0"
12ga. 6" (600S137-97) METAL
EIFS CROWN DETAIL (BEYOND)
STUDS @ 16"o.c. w/FULL BATT
INSULATION W/ VAPOR BARRIER
AT INSIDE FACE OF PERIMETER
WALLS
NUCOR RAFTER BEAM (BEYOND)
1 3/4" EIFS FINISH SYSTEM
12ga. 6" (600S137-97) METAL STUDS @NUCOR RAFTER BEAM (BEYOND)
NUCOR COLUMN (BEYOND)
5/8" OSB SHEATHING W/ LAYER OF
16"o.c. w/FULL BATT INSULATION W/
BUILT UP EIFS DETAIL
TYVEK COMMERCIAL WRAP
NUCOR EAVE STRUT
VAPOR BARRIER AT INSIDE FACE OF
PERIMETER WALLS
NUCOR COLUMN (BEYOND)
WINDOW HEAD 4
16ga. 6" (600S137-54) METAL STUDS @ 16"o.c.
BUILT UP EIFS DETAIL (BEYOND)
5/8" DENS GLASS SHEATHING W/
12' - 9 1/4"
w/FULL BATT INSULATION W/ VAPOR BARRIER AT
NUCOR RAFTER BEAM
LAYER OF TYVEK COMMERCIAL WRAP
INSIDE FACE OF PERIMETER WALLS
(BEYOND)
NUCOR SPANDREL
NUCOR SPANDREL
BEAM @13'0" A.F.F.BEAM @13'0" A.F.F.
NUCOR COLUMN (BEYOND)
4" BRICK VENEER w/FLASHING, WEEPS,
4
& WALL TIES AS REQ'DNUCOR SPANDREL BEAM @
1
0
0
13'-0" A.F.F.
8
0
6
5/8" DRYWALL OVER
BUILT-UP EIFS4
4
-
WINDOW HEAD 3
VAPOR BARRIER
DETAIL (BEYOND)
4
A
11' - 0 1/8"
BUILT-UP EIFS DETAIL
3
N
4
A
SLOPE AWAY FROM BUILDING5x3x3/8 STEEL ANGLE LINTEL,
I
)
D
ROLLED TO RADIUS OF OPENING
0
N
I6
,2
(
E
:
N
m
X
o
Y
A
c
(2) 1200s200-68
A
.
F
n
W
(BACK TO BACK) (TYP.)
a
T
STONE VENEER WALL (BEYOND)
m
r
R
e
O
d
l
F
e
,
0
WINDOW HEAD
f
E.
0
BUILT-UP EIFS DETAILN
w
9' - 0"
0
Aw
4
L
w
-
4
Y
3
R
4
T
)
N
0
E
FLASH AND SEAL AS REQ'D
6
V
2
FLASH AND SEAL AS REQ'D
O
(
:
C
E
4
EIFS DETAIL - (BEYOND)
L
4
E
(2) 1200s200-68
6
T
5
(BACK TO BACK) (TYP.)
BUILT UP EIFS DETAIL (BEYOND)
TOP OF SPLIT FACE
6' - 0"
ALUMINUM STOREFRONT WINDOW SYSTEM
ALUMINUM STOREFRONT
WINDOW SYSTEM
FLASH AND SEAL AS REQ'D
CMU MASONRY WAINSCOT WITH
MASONRY TIES, FLASHING, AND WEEPS
AS REQUIRED (BEYOND)
BULLNOSE CAST STONE BANDING SILL
TOP OF BULLNOSETOP OF BULLNOSE
3' - 0"3' - 0"
CMU MASONRY WAINSCOT WITH
MASONRY TIES, FLASHING, AND WEEPS
AS REQUIRED
2
6
:
0
R
6
T
O
4
E
F
E
A
T
R
N
T
C
A
I
S
E
J
D
H
N
O
I
T
FINISH FLOORFINISH FLOORFINISH FLOOR
R
,
6
0' - 0"0' - 0"0' - 0"
E
P
4
1
L
L
D
I
T
E
S
V
S
AS
O
E
E
P
L
2
BASE TRACK w/SILL SEALER
OB
8
R
O
3
P7N
BASE TRACK w/SILL SEALER CARMEL RETAIL A
SEE FOUNDATION PLAN FOR
CUSTOMER APPROVED:
FOOTING & REINFORCING
SEE FOUNDATION PLAN FOR
SEE FOUNDATION PLAN FOR
REQUIREMENTS
FOOTING & REINFORCING
FOOTING & REINFORCING
REQUIREMENTS
REQUIREMENTS
SIGNDATE
PROJECT NUMBER:DRAWN BY:
1-15-528KWB
DATE ISSUED:CHECKED BY:
02-28-2017GMD
SHEET NUMBER:
Section 7Section 8Section 9
123
scale:scale:scale:
3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0"
A3.2-A
CERTIFICATION:
6"6"
7
Copyright @ 2013 by Felderman Design Build
1' - 0"4"
This drawing is the sole property of Felderman Design-Build and
is protected under U.S. Copyright Law and the Architectural
S
Works Protection Act of 1990. The copy of this drawing and/or
VARIES BY MATERIAL
L
EQ4"4"4"4"4"EQ
redistribution to unauthorized personnel or construction of the
1' - 0"4"TRIPLE ACCENT
structure depicted herein without express written consent of
Felderman Design-Build would constitute infringement of
THICKNESS BY MATERIAL:
Felderman Design-Build's copyright. The recipient of this drawing
BUILT-UP EIFS CROWN
VARIES BY MATERIAL
BRICK- 4 3/8"
acknowledges and agrees that the ownership of the drawing and
METAL GRAVEL STOP w/MEMBRANE
EQ4"EQ all other right, title, and interest therein, including, without
EIFS- 1 3/4"
SINGLE ACCENT
limitation, all rights under U.S. Copyright and other intellectual
ROOFING OVER 5/8" OSB SHEATHING
3 5/8" MTL. STUD CROWN FRAMING
STONE- 2 1/4"
property law, are retained by Felderman Design-Build, and that
RETURNING TO NUCOR ROOF FLASHING
@ 16"o.c. w/ 5/8" DENS GLASS
recipient has been provided a copy of the drawing solely for the
purpose of evaluating the design concepts therein.
SLOPE TOWARD ROOF
SHEATHING
1/4
"/
12
"
PARAPET 1
18' - 6"
REVISIONS:
TYPICAL EIFS PARAPET CAP
2
scale:
3/4" = 1'-0"
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
BUILT-UP EIFS DETAIL &
FIBERGLASS INSULATION BLANKET
EIFS CROWN
(3) ARCHES @
THICKNESS BY MATERIAL:
CMU- 4 1/2"
EIFS DETAIL (BEYOND)
"
STONE- 2 1/4"
2"
LOW EAVE 1
/
2
1
/
16' - 0"1
"
3
1
2
1
/
-
1
-
'
1
'
3
2"2-
NOTE: SMALLEST ARCH DIMENSION
'
R
2
R
DIFFERENT DUE TO WINDOW SIZE
RAKE FLASHING BY NUCOR
R
1"
VARIES BY MATERIAL
NUCOR ROOF PURLIN (BEYOND)
TYPICAL EIFS STRAIGHT PEDIMENT SECTION
3
scale:
3/4" = 1'-0"
90.00°
NUCOR RAFTER BEAM
NUCOR COLUMN (BEYOND)
NUCOR SPANDREL BEAM
@13'-0" A.F.F.67.41°
(4) ARCHES @
4
6' - 1 21/32"
EIFS WINDOW DETAIL (BEYOND)2 ARCHES @
1
0
0
8
0
6
4
4
-
4
A
"
3
N
"
5
4
9
A
I
-
)
-
'
D
'
0
"
6
6
N
I6
5
R
,2
R
-
9"
(
9"
E
'
:
N
5m
X
o
Y
RA
c
A
.
F
10' - 10"
n
W
a
T
"m
4" BRICK VENEER w/ FLASHING,
r
R
4
e
O
-
WEEPS, & WALL TIES AS REQ'D
"d
'
l
F
0
8
e
,
0
f
-
E.
0
R
'
N
w
8
0
Aw
4
L
w
R
-
"
5/8" OSB SHEATHING W/ LAYER OF
4
0
Y
3
TYVEK COMMERCIAL WRAP
-
R
4
'
T
7
)
N
0
RE
6
V
2
O
(
:
C
18ga. 6" (600S137-43) METAL STUDS @
E
4
L
16"o.c. w/FULL BATT INSULATION W/ VAPOR
4
E
6
T
BARRIER AT INSIDE FACE OF PERIMETER
5
WALLS
00°
48.
5/8" DRYWALL OVER VAPOR BARRIER
000°
8.
1
6
.
0
°
0
0
°
0
.
6
1
50.00°
BULLNOSE CAST STONE BANDING SILL
TOP OF BULLNOSE
80.00°
3' - 0"
1
5
°
.
00
00
.
°
5
1
CMU MASONRY WAINSCOT WITH
MASONRY TIES, FLASHING, AND WEEPS
AS REQUIRED
"
9' - 9"
4
-
2
'
"6
:
2
0
10
R
-6
"
T
R
'
O
4
6
E
2
F
"
E
1
-
A
2
'
T
R
N
R
-
8
T
"
C
A
'
I
S
E
0
8
R
FINISH FLOOR
J
D
-
H
'
N
RO
"
0' - 0"
1I
T
1
2
R
,
6
-
E
RP
4
'
1
L
7
L
D
I
T
E
R
S
V
S
AS
O
E
E
P
L
2
OB
8
BASE TRACK w/SILL SEALER
R
SEE DETAILS FOR OFFSET LOCATIONSO
3
P7N
VARIES BY MATERIAL
CARMEL RETAIL A
2"2"2"
SEE FOUNDATION PLAN FOR
CUSTOMER APPROVED:
FOOTING & REINFORCING
THICKNESS BY MATERIAL:
REQUIREMENTS
BRICK- 4 3/8"
EIFS- 1 3/4"
SIGNDATE
PROJECT NUMBER:DRAWN BY:
1-15-528KWB
DATE ISSUED:CHECKED BY:
02-25-2017GMD
SHEET NUMBER:
Section 10TYPICAL EIFS ARCHED PEDIMENT SECTION
14
scale:scale:
3/4" = 1'-0" 3/4" = 1'-0"
A3.3-A
CERTIFICATION:
1234567
165' - 11"
163' - 4"
31' - 0"31' - 0"19' - 8"19' - 6"32' - 2"30' - 0"
4' - 0"19' - 0"8' - 0"26' - 6"19' - 1"11' - 8 1/2"28' - 6"47' - 3 1/2"
Copyright @ 2013 by Felderman Design Build
4' - 0"3' - 8"15' - 4"8' - 0"13' - 3 1/2"9' - 4"3' - 10 1/2"4' - 9 1/2"9' - 6"4' - 9 1/2"11' - 8 1/2"3' - 0"9' - 6"3' - 8"9' - 4"3' - 0"27' - 0"15' - 4"4' - 11 1/2"
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
3 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
S1.1-A
recipient has been provided a copy of the drawing solely for the
purpose of evaluating the design concepts therein.
B
REVISIONS:
DOWNSPOUTS MUST
A.4
BE INSTALLED BEFORE
DOWN SPOUT
DOWN SPOUT4" BRICK LEDGE LOCATIONSSTORE FRONT LOCATIONSDOWN SPOUTDOWN SPOUT
POURING FOOTING
DOWN SPOUT
3' - 0"29' - 0"48' - 10"51' - 8"28' - 6"3' - 1"
A.3
4" CONCRETE
UFER GROUND
SLAB FOR
MUST BE INSTALLED &
METER ROOM
INSPECTED BEFORE
27' - 6 1/2"4' - 3"
POURING CONCRETE
76' - 7 1/2"12' - 1 3/8"76' - 2 1/8"
27' - 7 1/4"
10"
4' - 6"
10"
5
S1.1-A
1' - 10"
9 1/2"
4' - 6"
FOOTING 2FOOTING 1
4
4
1
0
0
8
S1.1-A
0
6
4
4
-
4
A
3
N
4
A
I
)
D
0
N
I6
,2
(
E
:
N
m
X
1'-0" WIDE CURB
Yo
A
c
A
.
WALL (TYP.)F
n
W
a
T
m
r
4' - 6"
R
e
O
d
Fl
e
,
0
f
E
.
0
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w
0
w
A
4
L
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4
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6
V
2
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(
:
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A.1
E
4
L
4
E
6
T
5
A
2
S1.1-A
1
8' - 0"21' - 1 1/2"4' - 8"10' - 0"5' - 0"11' - 0"5' - 0"2' - 0 1/2"11' - 0"2' - 0 1/2"5' - 6"14' - 0"5' - 6"2' - 0"15' - 4"10' - 11"7' - 1"20' - 2"6' - 6 1/2"
S1.1-A
8' - 0"25' - 9 1/2"10' - 0"21' - 0"15' - 1"25' - 0"17' - 4"10' - 11"33' - 9 1/2"
FOUNDATION PLAN
1
scale:
1/8" = 1'-0"
FOOTING SCHEDULE
FOOTINGREINFORCINGCOLUMN LINES
MARKLENGTHWIDTHDEPTH
(3)-#5 LONG
DESIGN CRITERIA:
F12'-6"4'-0"3'-4"TBD
GENERAL NOTES:SECTION 1907 - MINIMUM SLAB PROVISIONS:
(5)-#5 SHORT*
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
F24'-0"4'-0"1'-0"(4)-#5 EACH WAYTBD
SUPPORTED DIRECTLY ON THE GROUND SHALL NOT BE LESS 3 MAXIMUM SOIL BEARING CAPACITY OF 2,000 psf.
2
A TEMPLATE. DO NOT HAND SET ANCHOR BOLTS.
1/2". A 6mil POLYETHYLENE VAPOR RETARDED WITH JOINTS SOIL BEARING PRESSURE.
6
:
0
F2a4'-0"4'-0"3'-4"(4)-#5 EACH WAYTBD
LAPPED NOT LESS THAN 6" SHALL BE PLACED BETWEEN THE
R
6
2. ANCHOR BOLTS MUST BE ASTM A307 OR EQUIVALENT.T
O
4
BASE COURSE OR SUBGRADE AND THE CONCRETE FLOOR SLAB,2. ALL CONCRETE USED IN FOUNDATIONS TO HAVE MINIMUM
E
F
E
(5)-#5 EACH WAY
F35'-6"5'-6"3'-4"
A
OR OTHER APPROVED EQUIVALENT METHODS OR MATERIALS COMPRESSIVE STRENGTH OF 3,000 psi IN (28) DAYS, ALL
TBD
T
R
3. EMBEDMENT LENGTHS GIVEN ON DETAIL SHEET AREN
T
C
SHALL BE USED TO RETARD VAPOR TRANSMISSION THROUGH THE CONCRETE USED IN INTERIOR SLABS TO HAVE MINIMUM
A
I
S
E
BASED ON CONCRETE STRENGTH OF 3,000 psi.
F47'-0"7'-0"3'-4"(5)-#5 EACH WAY
J
FLOOR SLAB. COMPRESSIVE STRENGTH OF 4,000 psi IN (28) DAYS, ALLD
TBD
H
N
O
TI
EXTERIOR CONCRETE TO HAVE A MINIMUM COMPRESSIVE
R
,
6
4. THE GROUT BELOW FIXED BASE COLUMNS MUST BE
F57'-6"7'-6"3'-4"(7)-#5 EACH WAYE
EXCEPTION: A VAPOR RETARDER IS NOT REQUIRED: STRENGTH OF 4,000 psi EXTERIOR MIX IN (28) DAYS.P
4
TBD
1
DRY AND STIFF TO PREVENT SHRINKAGE. GROUT MUST
L
1.FOR DETACHED STRUCTURES ACCESSORY TO
L
D
I
T
BE THOROUGHLY COMPACTED BENEATH BASE PLATE.
E
S
V
OCCUPANCIES IN GROUP R-3 AS APPLICABLE IN SECTION3. STANDARD SPECIFICATIONS FOR READY MIXED ARE
S
A
S
O
*PROVIDE STANDARD 180° ACI HOOK AT EACH END101.2, SUCH AS GARAGES, UTILITY BUILDINGS, OR OTHER CONCRETE: ASTM C-94 LATEST REVISION.
E
E
5. ALL FIXED BASE COLUMNS TRANSFERRING MOMENT TO
P
L
3/4" DIA. ANCHOR BOLTS= 3" PROJECTION/ 12" EMBEDMENT2
UNHEATED FACILITIES.
B
O
THE FOUNDATION MUST HAVE LEVELING NUTS BELOW
8
4. SUB GRADE TO BE MINIMUM 4" COMPACTED LIMESTONE,R
O
3
THE BASEPLATE.
P7N
CARMEL RETAIL A
2. FOR UNHEATED STORAGE ROOMS HAVING AN AREA OF COMPACTED TP 95% MAXIMUM DENSITY. NO CONCRETE
LESS THAN 70sf AND CARPORTS ATTACHED TO OCCUPANCIES IN TO BE POURED OVER WET OR FROZEN SOIL CONDITIONS.
6. PROVIDE 2"x48" RIGID INSULATION @ ALL EXTERIOR
MEZZANINE FOOTINGS
GROUP R-3 AS APPLICABLE IN SECTION 101.2.
CUSTOMER APPROVED:
FOUNDATION PERIMETER WALLS.
1) FOOTINGS ASSUME 2,000psf SAFE BEARING PRESSURE
5.REINFORCING SHALL CONFORM TO ASTM A65 GRADE 60.
2) FTG 1 - 4'-6" SQUARE FOOTING AND 12" HEIGHT -
3. FOR BUILDINGS OF OTHER OCCUPANCIES WHERE MIGRATION
7. 4" CONC. FLOOR SLAB REINFORCED w/WIREMESH OVER
CONCRETE 3,000 psi WITH 4 #5 REBARS EACH WAY @
OF MOISTURE THROUGH THE SLAB FROM BELOW WILL NOT BE6. HAIRPINS SHOWN ON PLAN ARE AN INTEGRAL PART OF THE
VAPOR BARRIER PER SECTION 1907 OF IBC 2012 BUILDING
16" O.C. REBAR 3" ABOVE EXISTING SOIL. TOP OF
DETRIMENTAL TO THE INTENDED OCCUPANCY OF THE BUILDING. STRUCTURAL DESIGN AND ARE NOT TO BE CUT. HAIRPIN
SIGNDATE
CODE AND COMPACTED GRANULAR MATERIAL.
FOOTING @ 12" BELOW FINISHED FLOOR.
REINFORCING SHALL BE #4's BENT AT ANCHOR BOLTS w/
3) FTG 2 - 4'-6" SQUARE FOOTING AND 30" HEIGHT -
4. FOR DRIVEWAYS, WALKS, PATIOS AND OTHER FLATWORK A MINIMUM 4'-0" EMBEDMENT LENGTH INTO FLOOR SLAB
8. SAWCUTS TO BE 1/8"x1/4 DEPTH OF SLAB, CONSISTENT
CONCRETE 3,000 psi WITH 4 #5 REBARS EACH WAY @
PROJECT NUMBER:DRAWN BY:
WHICH WILL NOT BE INCLOSED AT A LATER DATE. (TYP.) FOR EACH LEG OF HAIRPIN.
WITH LINES OF THE BUILDING.
16" O.C. REBAR 12" ABOVE EXISTING SOIL. TOP OF
1-15-528BAC
(CUT 4-12 hrs. AFTER POUR)
FOOTING @ 12" BELOW FINISHED FLOOR.
5. WHERE APPROVED BASED ON LOCAL SITE CONDITIONS.7. FLOOR SLAB REINFORCEMENT TO BE INSTALLED WITHIN
THE CENTER 1/3 OF THE SLAB THICKNESS.
DATE ISSUED:CHECKED BY:
9. PROVIDE 1/2" EXPANSION JOINT MATERIAL WHERE
CONC. SLAB ABUTS FOUNDATION WALLS.
DESIGN DATA:
03-08-2017GMD
10. ALL APRON TO FOUNDATION REINF. TO BE IN MIDDLE TO
WIND LOAD:90 mph IN. 02 (CODE)
SHEET NUMBER:
FOOTER DETAILS
BOTTOM 2/3's OF CONCRETE SLAB.
SEISMIC LOAD:'DESIGN CATEGORY B'
2
ROOF SNOW LOAD:20 psf
scale:
1/16" = 1'-0"
11. BLOCKOUT FOUNDATION @ ALL DOWNSPOUT LOCATIONS.
DEAD LOAD: AS ESTABLISHED
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13ECB LED AIMED DOWN EXIT-UNIT COMBO WITH INTEGRATED LED1183.5 0112.32
EX1 LIGHT BAR LIGHT BAR ON ONL
1EU2 LEDCONTRACTOR SELECT LED TWIN-HEAD ONE-WATT LED144.514 210
EM1 UNIT ONE HEAD ONL
2 L1D L48 000LM FST L1D 48" LENGTH 000 LUMENS Dr L LED1 58.0221 . 5
L1 MVOLT 40K 80 CRI4000K 80 CRI
34OLLWUOUTDOOR LED WALL UPLIGHT AND LED14 0. 85 114.3
DOWNLIGHT C LINDER WITH 4000K LEDS
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A810/XX E4/XXWALL MOUNTED GOOSENECKLED14 0. 85 0. 514.3
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PLUMBING PLAN (BLDG. A)
NORTH
PLAN NOTES:
JEH
GWB
05.25.17
17.841.P10
SANITARY RISER DIAGRAM (BLDG. A)
P1.0