HomeMy WebLinkAbout05060111.43618 East Market Street
Indianapolis, Indiana 46202
ph 317/264.8162 Fx 317/264.8165
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a x i s a r c h c o m
5.3 88n 2' -3 72 (� i KIT OF PARTS 4094kopJiwB �. "p0. �� =peof
SITE WORK Me project in Lem ofadAlduroldesign
concept, she dmwlsam ofd+e built
5.6 9.1 5.5 5.6 g 11 5.6 5.5 9.l 5.5 5.6 2.1 FINISHED GRADE - REF: CIVIL DRAWINGS. *° �,rw me�fh°n olmdele�
2.2 DRAINAGE FILL '
2.3 COMPACTED EARTH molow ordm "❑gsdon requhl�y
.: � • j indime w desanbe ad woh sequiredior
7 ; ; WpenImmonceondcmr oknof00
8 I 8 i ° i 2.4 CONC. SIDEWALK - REFER TO CIVIL DWGS.
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2'_((}8" CONCRETE , eou ;,enenae/rhecnntrva.Onshst>aas
1, 6n %" i° { ) d°fie�> vd °nitrocb s°Jum�shd
3.1 CONC. SLAB OVER VAPOR BARRIER @GROUND FLOOR -REf. STRUCT. DWGS.
3.3 CAST -IN -PLACE CONC. LABE REF. ST STRUCT. =�plehor'� the >'� e'�"°noAd
3.4 1 /2" EXPANSION JOINT
' - ,�yN by JRH
DW S
_ =100 .6 ' " X 2' -0" WALL FTG. W. 2) - #5 REBAR CON CHECKED by DR
^I� . ^ry f I MASONRY
� 1 DATE Issued 05.19.2005
01 - 4.1 FACE BRICK COLOR # 1 - REFER TO SPECS. REVISIONS
1 Moo ADDENDUM Q 0527-05
v _ 4.2 FACE BRICK COLOR # 2 - REFER TO SPECS.
_ {V, ADDENDUM 2 06.05.05
C2)
-�- 4.3 FLEXIBLE SHEET THRU -WALL FLASHING W EEPS@ 24° O.C. (CONT. @ PERIMETER)
3 -'�-- - / - ( 3 )� - - - 1 4.6 MASONRY WALL TIE W /SELF SEAL ANCHOR REVisioN Q 06.22.05
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4.7 VERTICAL MASONRY CONTROLJOINT
4.8 MORTAR NET
_100 4.9 WEEP/ VENTILATORS@ 48" O.C_
.. - 4.10 UTILITY FACE BRICK - REF. ELEVATIONS FOR DESIGNATION I
1 I
4.11 8" X b" X 16" NOMINAL NORMAL WEIGHT CMU. SRl
I. ! 1 n n 1 "
I 4. B 1 U O I
{ / 16" B D B A W/ (2) #5 REBAR CON .. G O S L D.
HORIZONTAL I 9200 KEYSTONE
l i _ 4.15 8" XibON 6" NOMINAL NORMAL WEIGHT CM W1#5 REBAR REiNF. 7 O 300
1 32" O.C. UT SOLID AT REBARS. SUITE
INDIANAPOLIS @ C FULL HGT, GROUT
1 8 i 2 7�" g$' � 71. � l,�ln � 4.16 TRUSS TYPE REINF. EVERY OTHER COURSE S / IN/ d6240
6 8 8 P: 575.2652
5.1 6" 18 GA STL STUDS @ 16" O.C., CROSS BRACING AS REQ. F: 575.2659
5.2 ARCHITECTURALLY PAINTED STL. W/ CUSTOM COLOR RBD)
i I 10' 5.3 STRUCTURAL STEEL- REF. STRUCT. DWGS.
5.4 ALUMINUM BREAK METAL FIN. TO MATCH CURTAIN WALL DUKE
4 L N DETAIL 5.5 STEEL COLUMN -REF. STRUCT. DWGS. I
5.6 3 -5/8" 18 GA STL STUD FRAMING @ 16" O.C., BRACING AS REQ. i CONSTRUCTION
01 PLAN DETAIL 02 PLAN DETAIL 03 PLAN DETAIL
5.7 STEEL ROOF DECKING -REF. STRUCT. DWGS. LARRY RICHARDSON
5.6 STL BRICK LINTEL, PAINT TO MATCH BRICK, REF. STRUCT, DWGS
SCALE: 1 1/2 "= 1' -0" SCALE: 1 1/2 " ='I` -0" SCALE: 1 1/2 " =1' -0" SCALE: 1 1/2 "= 1' -0" 5.9 STEELJOIST - REF.STRUCT. BRENTE.STUTZMAN
5.10 PRE- MANUF, STAIR W /MTLCONC. FILLED TREADS 600 E.96TH STREET
5.11 POWDER COATED STEEL TEE - REF. TO STRUCT. DWGS I SUITE 100
5.12 CURTAINWALL ATTACHMENT MEMBER- ALLOW FOR THERMAL EXPANSION INDIANAPOLIS / IN / 46240
5.13 STL. STIFFNER, REFER TO STRUCT. DWGS.
5.15 STL. ANGLE BRACING, REF, STRUCT. DWGS. I P: 808.6000
5.16 THRU -WALL FLASHING AND WEEPS, REF. SPECS. F: 808.6797 Emm
5.17 24 GA PREFIN. ALUM. GRAVEL STOP & FASCIA W /CONT. HOLD DOWN CLIP
5.18 24 GA PREFIN, ALUM. COPING W /PREFAB. ANCHOR PLATE SDI
5.19 STEEL CHANNEL STAIR STRINGER.
OF ' 520 1 1/2" X 1.1/2" STEEL HANDRAIL - PAINTED
5.21 1 /4" STEEL HANDRAIL BRACKET- PAINTED. CHARLES P. SCHAEFER
5.22 3/4" X 1 -1/2" STEEL RAILING MEMBER - PAINTED.
5.23 3/4" X 314" STEEL RAILING MEMBER - PAINTED. 337 MAIN STREET
5.24 1 1/2" X 1 -1/2" STEEL RAILING MEMBER - PAINTED. SUITE A
5.25 INTERMEDIATE LANDING STEEL FRAMING MEMBER -PAINTED. BEECH GROVE / IN / 46107
5.26 STEEL ANGLE PROVIDED BY STAIR MANUFACTURER. P: 822.0204
5.6 4 5.26 STEEL ACCESS LADDER -PAINTED
�?�-- 5.27 STRUCTURAL ST. PIPE - REFER TO STRUCT. DWGS. I F: 822.0206
5.28 MISC. STEEL, REF. STRUCT. DWGS
5.29 4" X 4" CLIP ANGLE (16 GA) @ EACH STUD, REF_ STRUCT. DWGS.
I
_ WOOLPERT I.I.P.
- -_ 5.30 ALUM. SCUPPER
9 1 5.3 l STL. ANGLE REF. STRUCT. DWGS. E
4-13- . 16.' 1 8 n - j 5.32 8" STL. POSTS - REF. STRUCT. DWGS.
6.3 34 e
5.33 PTD. ALUM. WINDOW SILL FLASHING GREG SNELLlNG
I 1 0 5.34 STL. PLATE WELDED TO SLAB ANGLE }}
dQ 5.35 STL DECKING, REF. STRUCT. DWGS. I 7140 WALDEMAR DRIVE
5.36 ALUM. GUTTER INDIANAPOLIS / IN /46268
f _ _ 5.6 5.37 STL. CHANNEL REF. STRUCT. DWGS.
5.38 B" 18 GA STL RUNNER TRACK P: 299.7500
9 6" 18 DER, DE F. 291.5805
5.3 GA STL HEADER, SIGNED BY CONTRACTOR
7.2
FINISH
= 5.41 8" 18 GA METAL STU DS @ 12" O.C. -
^� 5.42 4" X 4" X 1 /4" ANGLE W/3/4" DIA. EXP. ANCHOR @ 24" O.0 7
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5.43 #5 REBAR DRILL AND EPDXY 6" INTO CONC.
5.b 41p
5.1 5.1 ��-� r\Im 5.46 S.S. GLASS CONNECTORS, REF, A3.1
5.45 STI. PLATE, REF. STRUCT. DWGS.
- 4
5.47 STL. TEE, REF. STRUCT. DWGS.
a
8 5.48 ALUM, CHANNEL FRAME
: WOOD AND PLASTICS
9.8
9.8 6.2 314" WD SHIM
SUBSTRATE
6.3 WOOD BLOCKING
5.1 6.3 6.4 3/4" THICK WOOD SILL
6.5 TREATED WOO BLOCKING
j 9 1 - 9.1 I THERMAL AND MOISTURE PROTECTION
1„ 1„ s
7- 6_ 7.2 BATT INSULATION FILL ENRTIRE CAVITY
8 8
I
7.3 4" ACOUSTICAL INSULATION
1 An 7.5 VAPOR BARRIER ! Z
7.4 5/8" EXTERIOR GRADE GYPSUM SHEATHING
07 PLAN DETAIL 08 PLAN DETAIL 7.b FLUID APPLIED WATERPROOFING
0+b PLAN DETAIL 7.7 SEALANT AND BACKER ROD
05 PLAN D 7.8 EIFS SYSTEM ON 3/4" TREATED PLYWD SHEATHING -TO MATCH BRICK
SCALE: 1 1 /2 "= 1'-0" SCALE: 1 1 /2 "= 1' -0" 7.9 FIRE STOPPING SEALANT- REF. SPECS
SCALE: 1 1 2 "= P -0" 7.10 45 PREFINISHED
BALL METAL FLASHING
SCALE: 1 1/2"= 1' -011 / 7.11 d5 MIL. BALLASTED EPDM ROOF MEMBRANE SYSTEM
7.12 WATER CUT OFF MASTIC
7.13 CONT. B 1 F 7.14 EXTERIOROCAUI CAULKING, COLOR TBD BYARCHITECT
7.15 2" RIGID INSULATION I z
4.1 5.6 5.5 S.b 5.3 9.1 5.5 5.b 7.16 5/8" DENSGLASS SHEATHING, REF SPECS. Q
8
s I 5.5 5.6 7.17 ROOF DRAIN W /OVERFLOW DRAW. O
7.18 SEALANT JOINT
3 p� 9�" 3" 1n 1 1„ 7 LYSTYRENE INSULATION (^
8 8 1 -14 1 12 94 94 .20 EIFS CONTROL OINT AS REQ. V
5.b 9.1 5.5 q�»
� � R AND WINDOWS
" 1 -._ 06.1 SALUM. ENTRANCE DOOR W CLEAR NODIZED FINISH.
D
82 ALUM, STOREFRONT GLAZING SYSTEM -CLEAR ANODIZED. i
6.3 IG -1 REFER TO A5.2 I O
�� z
Z
8.4 IG -2 REFER TO A5.2
�a 8.5 IG -3 REFER TO A5.2 ` O
8.6 IG-4 REFER TO A5.2
co
1 /2..
8.7 G 2 1 M GLASS
8.8 HOLLOW METAL DOOR AND FRAME. W W
- - G SYSTEM - REFER TO A5.2 U
2 8.9 ALUM. CURTAINWALL GIAZIN
8.10 ALUM. WINDOW ASSEMBLY REFER TO A5.2 ui J
i 8.11 ALUM. WEATHER RESISTANT THRESHOLD zi..l.. ne Lu
�> ^tm rily 6.12 ALUM. ROLL UP DOOR L.L r n
° 7.2 riles 8.13 ANODIZED ALUM, SNAP -ON COVER BY CURTAIN WALL SUPPLIER
8.14 SHIMS BY STOREFRONT SUPPLIER
l DOOR TO I FINISHES Z
�� 9.1 5/8" GYP WALLBOARD, TYPE "X" FOR RATED ASSEMBLIES.
BREAKRM.
O
9.3 ACOUSTICAL CEILING TILE,
9.4 ACOUSTICAL SEALANT W � (j V
9.5 SHAFT WALL ASSEMBLY W /SOUND ATTENUATION BLANKET. v
9.6 GYPSUM WALLBOARD CEILING SUSPENSION SYSTEM. j Z r
7 1" SURFACE - - 1/2" X 25 GA MTLTSTTUDS @ 16" O SPECS.
9 O
9.8 2
FUTURE PPLIANCE
SPECIALTIES � M
i
BY OWN R I VERTICAL TRANSPORTATION
14.1 2500LB. HOLELESS HYDRAULIC PASSENGER ELEVATOR, REF. A6.1
MECHANICAL
15.1 MECHANICAL UNIT, REF. MEP DWGS
15.2 EXHAUST OPENING, REF. MEP DWGS
15.3 LEADER FROM ROOF DRAIN ABOVE.
15.A NPING, REF. MEP DWGS
PLAN DETAIL 11 PLAN DETAIL 12 PLAN D ETA I L ELECTRICAL U
09 PLAN DETAIL "- j " 16.1 LIGHT FIXTURE - REF: ELEC. W
16.2 ELECTRICAL PANEL- REF. ELEC.
SCALE: 1 1 2 "= 1' -0" @second floor SCALE: 1 /2 "= 1' -0" @second floor SCALE: 1/2 "= 1' -0" @second floor SCALE: 1/2 - 1 -4 Oa second Floor 16.3 KNOX BOX - REF. SPECS
/ 16.4 ANNUNCIATOR- REF: SPECS
16.3 EXTERIOR OUTLET, REF. ELECT. DWGS. r ^
v
0
I
5.5 5.6 7.2 9.1
1 `9. 5.5 915 9.1 5.6
8" �
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9.1 16.1 _. _ .•
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EDGE OF
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SCAB, o ?
�1v AR 194 87
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STRUCT. -
o ;n,_
* STATE Of *`
err ll "f U \
1' -42" 91" 5.48
5.1
_ I04 -
I
INTERIOR
7.2 _ PLAN DETAILS
SCALE AS NOTED
- .. SNFFTM�MBER --
13 PLAN DETAIL
`_ „ floor 14 PLAN DETAIL 15 PLAN DETAIL Z
SCALE. 1 1/2"= 1 0 @second o
Ab.5
1
SCALE: 2 "= 1' -0" @ shaft wall I CN g
SCALE: 1 1/2"= 1 t -0 %
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