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BANK OF AMERICA
& MERRILL LYNCH
10800 N. MICHIGAN RD.
ZIONSVILLE, IN 46077
SERIAL NUM./MANH. ID:
DESIGNATION:
NRSP VERSION: 2.0
BULLETIN: 07-2018
G�r�sl�r
11EMadison Te13124560123
Sui�e300 Fax 312A56.0124
CMragq IL 60602
Uni�etl States
Jones Lang LaSalle
T: 612271.8218
Attn: Patrick Hassett
`�.. Dale Descriplion
3 0426.19 ISSUEFORCO
4 05.1619 ISSUEFOROESIGNRELEASE
5 06.0519 ISSUE FOR COE W COMMENTS
6 08.02.19 ISSUE FOR PERMIT
Seal I Sigreture
5y/8y'
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.- SEE DETAILS
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SHEET NOTES
01 FACE BRICK, SEE ELEVATIONS FOR PATTERN
02 ADJUSTABLE W IRE TIE
03 MORTAR NET
07 WEATHER BARRIER, SEE SPECS
08 W EEP BLOCK, SEE SPECS
09 5/8" GLA55 FBER REINFORCED GVPSUM
SHEATHING
10 MINERAL WOOL INSULATION TO FILL CAVITV
11 EXTRUDED POLVSTRENE BOARD INSULATON
15 COMPRESSIBLE FILLER WITH SEALANT
19 ALL BRICK JOINTS TO BE CONCAVE UNLE55
NOTED OTHERW ISE
22 STRUCTUR4LSTEELFR4MING,SEE
STRUCTURALDRAWINGS
23 SPR4YPOLYURETHANEINSULATION
24 COLD FORMED METAL FR4MING
25 SOLDIER COURSE, SEE ELEVATIONS
26 HEAD COURSE, SOLID UNITS, SEE ELEVATION
27 R4KE MORTAR BED AND APPLY W EATEHR
SEALANTABOVEROWLOCKCOURSE,TYP
28 FWIDORFLEXCOUNTERFLASHINGOVER
STEEL FLASHING PER MANUFACNRER'S
REQUIRMENTS
29 TERM BAR W ITH SEALANT
30 WEATHERSEALANTANDBACKEROD
40 IMERIOR SHEATHING, INSTALLED TO ABOVE
CEILING HEIGHT AND BELOW DEFLECTION
JOINT
41 VERTICAL DEFLECTION JOINT, 2X THE
ANTICIPATED STRUCTUR4L DEFLECTION.
FLASH EXTERIOR WEATEHR BARRIER PER
MP,NUFACTURER'S RECOMENDATIONS
43 STAINLESS STEEL FLASHING WITH DRIP EDGE
45 AWMINUMWINDOWSVSTEM,SEE
ELEVATIONS AND SPECIFICATIONS
46 INSULATED GLAZING UMT
47 STRUCTUR4L COLD FORM METAL BOX
HEADER
49 INSULATED OPAQUE SPANDREL GLAZING UNIT
50 INTERIOR ROLLER SHADE W ITH SUPPORT
ISOLATED FROM WINDOW SYSTEM. SEE RCP
FOR LOCATONS AND TVPES. HOUSING TO
EXTEND END-TO-END OF WINDOW OPENING
W ITH FILLER PANELS AS NECESSARY.
51 INTERIOR DRYWALL JAMB, BEYOND
52 SCHEDULED CEILING, SEE RCP
53 PAINTED MDF TRIM, FINISH: BLACK
54 DECORATIVE BREAK-METAL PANEL TO MATCH
W INDOW FR4MING
55 PILASTER FACE BRICK PROUD OF W INDOW
BAV,BEVOND
56 LIP BRICK HEADER
57 GALVANIZED STEEL LWTEL ASSEMBLV, SEE
STRUCNR4L
58 0.125"THICKPRE-FINISHEDBREAK-METAL
PANEL CLADDING W ITH CONCEALED
FASENTERS ON ZEE FURING AS NECESSARV,
SEE ELEVATIONS
59 COSMETIC W EATEHR SEAL AND BACKER ROD
61 INSULATED DOOR PANEL, SEE DOOR
SCHEDULE
62 HOLLOW METAL DOOR FR4ME
63 STAWLESSSTEELSILLFLASHINGSETWFULL
BED OF MASTIC
64 17' LONG #4 REPAR @ 8" O.C. EPDXIED INTO
BUILDING SLAB AND GREASED ON OPPOSITE
END TO PERMIT HORIZONTAL DIFFERENTIAL
MOVEMENT AT SIDEW ALK
65 SCHEDULEDTHRESHOLD
66 SWEEPASSPEqFlED
67 MASONRVANCHORSTOPERMITVERTICAL
MOVEMENT AT ALL COURSES ABOVE CFMF
DEFLECTION JOINT
73 FLEMISH BOND PATTERN W ITH ALL ROW LOCK
FACES PROJECTED 1/2" OUTWARD
74 MP,SONRYFACE,BEYOND
��,m (23t—t�i
Praject Name
ZIONSVILLE
Praject Numher
21.0352.000
Descriptian
ENVELOPE DETAILS
sc�ie
3" =1'-0"
RELEASED FOR CONSTRl1CTI0N
Su6jec� �o compliance with all regula�ions
of Sla�e antl Local Codes
City of Carmel
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onrE: 12/31/19
SECTION DETAIL - TYP WALL ASSEMBLY 4 SAECTION DETAIL @ TRANSOM 3 SAECTION DETAIL - SOLDIER @ FLEMISH BOND2 SAECTION DETAIL @ HIGH TRANSOM �
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