HomeMy WebLinkAbout06110089.27618 East Market Street
DOOR AND FRAME SCHEDULE Indianapolis, Indiana 46202
ph 317/264.8162 fx 317/264.8165
DOOR FRAME LABEL HARDWARE MATERIALS
SIZE STL STEEL
HM HOLLOW METAL
AL ALUMINUM
WOOD STUD AND HOLLOW METAL FRAME WD SOLID CORE WOOD VENEER DOOR a x I S a r c c o m
GYPSUM BOARD WALL, AND ANCHORING Cie scope Drawngs
HARDWARE ACR ACRYLIC , "A- : - I
REF: PLAN V) LU S.T i ..E. WAP'oz
0 V) –J z –J z co PCARB POLYCARBONATE GLAZING These drawings indicate the general scope of
Z UJ LU 0 0 1:E the project in terms of architectural design
DOOR, REF: DOOR TEMP TEMPERED (OR LAMINATED) GLASS
2 co z concept, #w dimensions of the building,
HOLLOW METAL FRAME SCHEDULE Cie Cie I'-
�6/- LU LU IG INSULATED TEMPERED GLASS #w major architectural elements and the
LL 11-- t� 0 z z M'� 3k "ofstructural, mechanical and electrical
AND ANCHORING HOLLOW METAL ROOM NAME(RM. #) 0 U <
HARDWARE WOOD STUD AND LU LU LU —J Cie EX EXISTING systems. The drowings, do not necessafi�
GYPSUM BOARD WALL, FRAME (BEYOND) L—U LU
0 z indicate or describe all work required for
—L—uj LU (n LL. Cie full performance and completion of the
REF: PLAN
FINISHED FLOOR T D�- A, Va requirements of the contract On the basis
A
DOOR, REF: DOOR of the general scope indicated or described,
REMARKS
SCHEDULE DOOR, REF: DOOR K the trade contractors shall furnish all items
required for the proper execution and
SCHEDULE 1 OOA VESTIBULE completion ofthe work
(2)3'0 8�011 1.75" AL A TEMP AL 1 H3 J3 S3
100B VESTIBULE DRAWN by bil
(2) 3'0 81-011 1.75" A L A TEMP A L 3 H 3 J 3 S3 2
H 1 HEAD DETAIL J 1 JAMB DETAIL S 1 SILL DETAIL 3'0 71-011 1.75" WD B HM 14 H1 JI S1 5 CHECKED by KO
i� 103 MECHANICAL ROOM -
I DATE issued 13 OCT. 2006
11 1 i 10A WOMENS 3'0 7�011 1.75" WD HM 14 H1 JI SI 6
-011 1
SCALE: 1 1/2 1 SCALE: 1 1/2" P-0-1 SCALE: 1 1/2" P-0" I REVISIONS
105 MENS 3'0 71-011 1.75" WD B HM 14 HI ii S1 6 N" A
106 ELECTRICAL ROOM 3'0 71-011 1.75" WD B HM 14 H1 J1 S1 5
108A OPEN OFFICE 310 7-011 1.75" AL A TEMP HM 15 H3 J3 S3 FUTURE, NOT IN CONTRACT
1088 OPEN OFFICE 3'0 71-011 1.75" WD B - HM 14 H1 JI SI FUTURE, NOT IN CONTRACT
109A OPEN OFFICE 3'0 71-011 1.75" AL A TEMP AL 15 H3 J3 S3 - FUTURE, NOT IN CONTRACT --x THE SCHNEIDER CORP.
1098 OPEN OFFICE 3'0 71-01f 1.75" AL A TEMP AL 13 H3 J2 S2 3 T 9
— ASHTON FRITZ
8901 OTIS AVENUE
BRICK VENEER
ST-1A STAIR 1 3'0 71-011 1.75" WD B HM 14 H1 J1 SI 4 INDIANAPOLIS, IN 46216
SEALANT
�x :X. (317) 826-7100
ST-1 B STAIR 1
DOOR, REF: DOOR 3'0
1 81-011 1.75" AL A TEMP AL 6 H3 J2, J3 S2 3
DOOR, REF: DOOR --- (317) 826-7200
SCHEDULE ..* ;k
SCHEDULE
STOREFRONT
ALUMINUM FRAME (BEYOND) 200A MECHANICAL ROOM 3'0 71-011 1.75" WD B HM 14 H1 ii S1 5 -
Mwi z.
STOREFRONT FRAME ADA SILL 200B MECHANICAL ROOM STRUCTURAL DESIGN,
DRYWALL "J" TRIM 30" x 36" ROOF HATCH INC.
WOOD FRAMING a ° ° ° ° EXPANSION 201 MENS 3'0 7'-0" 1 1.75" WD B HM 14 H1 A S1 6 -
NOT USED 5/8" TYPE "X" GYP. BOARD 4 4 MATERIAL 202 WOMENS 3'0 7l-011 1.75" WD B HM 14 H1 ii S1 6 CHUCK SCHAEFER
CONCRETE SLAB 203 ELECTRICAL ROOM 337 MAIN STREET
3'0 71-011 1.75" WD B HM 14 H1 ii SI 5 BEECH GROVE, IN 46107
(317) 822.0204
(317) 822.0206
ST -1C STAIR 1 3'0 7�011 1.75" WD B HM I A H I J 1 S1 4 ;f-A. N.
H2 HEAD DETAIL J2 JAMB DETAIL S2 SILL DETAIL �t-A.
t-A. N5M.. Cy'L*.w-rr\ 11*1:1x ;: Mme' VECTOR CONSULTING
�A Ck.0:r' r; '4�1
SCALE: 1 1/2" P-O" SCALE: 1 1/2" P-011 SCALE: 1 1/2" P-O" KA.. ki= �`�111*
ROOF ACCESS 3'0 41-6 11 1.75" HM T B HM 17 H4 J4 S4 WEATHERSTRIP, CLOSER, LOCK FROM OUTSIDE, PAINT 1A. P=R ��'p �r- ZT, wc
BEN DEREMIAH
zx 212 W. 10TH ST., SUITE D-395
INDIANAPOLIS, IN 46202
(317) 632.4444
71-2 1/4" 9!-6" 7�2 114" (317) 632.4960
e 01 11 01
11 10
41/2" EQUAL DOOR SCH. EQUAL 41/2" 41/2" EQUAL EQUAL EQ. REF. DOOR SCH. EQ. EQUAL EQUAL �4 1/2"
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DOOR, REF: DOOR
I INSULATED GLAZING SCHEDULE QD (jD TP
ALUMINUM TP
STOREFRONT FRAME STOREFRONT LU
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FRAME (BEYOND) k*( 1 "A'
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FRAMING I" INSULATED GLAZING
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DOOR, REF. DOOR C? 0, in -1 C�
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SCHEDULE EXPANSION 0 0 01 6,
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1/4" TEMPERED GLAZING SCHEDULE DOOR, REF. DOOR 4 < 4 MATERIAL 0 o C.4 N."r
00
<— CONCRETE SLAB i s tA Z.-
1/4 TEMPERED GLAZING LU LU
Cie
H3 HEAD DETAIL J3 JAMB DETAIL S3 SILL DETAIL L-IJ 11� xi; 1-1 L--1-J NV-141 z
SCALE: 1 1/2" = P-O" SCALE: 1 1/2" P-O" SCALE: 1 1/2" = P-0" I..
Luz W LU m
5'-8" R.O. or 10. 3,4" R.O. 10 'Of 9'-5 1/2" R.O. 0 4%Q
REF. SCH. REF. SCH. EQUAL REF. SCH. W EQUAL
211" REF. SCH. 2"
SP SP 101 7
(:iD (aD CE)
C14
ROOFING MEMBRANE HOLLOW METAL DOOR, REF. 2%,1 REF. SCH.
ROOFING MEMBRANE w
ROOF TRUSS BEYOND DOOR SCHEDULE Z) 0 U.J LU
FLASHING CD -0
LU = M LU
2x4 BLOCKING SEALANT SILL M: c; in 0
U LU LU
V) z: a:
5/8' PLYWOOD SHEATHING U M 01 FN
DOOR, REF. SCHEDULE 3/A" PLYWOOD SUBFLOOR U U
HOLLOW METAL DOOR FRAME 0 O� 00 TP UJ
ROOF TRUSS BEYOND FLASHING 0 CD
FLASHING 0 0 0 0 UJ UJ 00 E
2x4 BLOCKING 2x4 BLOCKING
U- 0 0 0
HOLLOW METAL DOOR, REF.
LU 0
PLYWOOD SHEATHING LU
DOOR SCHEDULE HOLLOW METAL DOOR FRAME 5/8 LL: LL: I'm �
LU LLJ LU
5/8" PLYWOOD SHEATHING ROOFING MEMBRANE oe
CN Ln
12 13 15 14 17
O O O O O
ix
H 4 HEAD DETAIL. J 4 JAMB DETAIL. S4 SILL DETAIL ALUMINUM STOREFRONT NOTE: HOLLOW METAL
FRAME 1511 NOT PART OF THIS CONTRACTAND
SCALE: 1 1/2" = P-O" SCALE: 1 1/2" = V-011 SCALE: 1 1/2" = 1'-0" FRAME ELEVATION S IS SHOWN FOR REFERENCE ONLY. FRAME ELEV.-
REF. SCH.. REF. SCH.
'0 or DR
10
................
511 5" G S T
No.
4!-8 1/2" R.O. 4--8 1/2" R.O. 4'-8 1/2" R.O. 4'-8 1/2" R.O. 2i-5 1/2" R.O. 4'-8 i "
8 1/2" R.O. 4l-8 1/2" R.O. AR- 19400087
0" 3m-5 R.O.
01 01
10 01 01
10 10 Ile It rn
10
STATE OF 9
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SCHEDULE
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SCALE AS NOTED
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1-:
DOOR ELEVATIONS WINDOW ELEVATIONS
ILO
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