HomeMy WebLinkAboutPlans Rec Aug 10 2001 A101 Floor Plans and Schedules2 3 4 5 6 7 8 9 10 11 12 13 14 15
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4„ 0 40' -8" 0/0 BRICK
40' -0" 0/0 SHTG. 4„ N
40' -0" 0/0 SHTG. 21' -7 1/2" 5 1/2"
17' -3"
GENERAL NOTES
M 1. COMPLY WITH ALL STATE AND LOCAL CODES AND GOVERNING REGULATIONS.
2. ALL STUD PARTITIONS ARE 3 1/2" UNLESSS NOTED OTHERWISE. EXTERIOR
WALLS ARE DIMENSIONED TO OUTSIDE FACE OF SHTG.
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m 12' -4" -1 1/2'
3
5' -2"
Finishing Room Office Area
EXPOSED CONC. (SEALED) EXPOSED CONC. (SEALED)
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FURN O LO
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774 BRG. WALL 4 o Mech. 2
RG. WALL W)
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INACTIV CTIVE ;;, 2 CL '
WALL WD. BEAM m
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XXX C4 T 16'4 2X4 BRG. WALL 6' -7 112" 4'X4' CONC.
C) ZT WORK BENCH N.I.C.
STO E — — — — — STOOP
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M
3 CD
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EXPOSED FLOOR SHEATHING O J
Storage Work Area REVISIONS
EXPOSED CONC. (SEALED) NO. DATE REVISIONS /SUBMISSIONS
6 I
1 WORK BENCH (N.I.C.)
DEPRESS SLAB 3/4" z=Nml ITT
H 6' -6" 2' CONC. APRON..'.' :... F
W1 W1
Z 2' -4» 9,_0„ 3 �
'- .1 2 6, -4" -
O 8 �- 4 11 4" Z
A.
A4101 A 1 1 0
■� 40
= G9 FIRST FLOOR PLAN -I
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1 SECOND FLOOR PLAN SCALE: 1/4"=11'-O"
G
SCALE: 1/4 " =1' -0" O DOOR SCHEDULE
40' -8" 0/0 BLOCK N0, EL, SIZE MATERIAL FRAME LOCKSET HINGES REMARKS N
F 0.
— — — — — — — — — — — — — 1 A 3'- 0 "X6' -8 "X1 3/4" INSUL. METAL WOOD ENTRY 1 1/2 PR. 4" X 4" THRESHOLD AND WEATHERSRTIPED 1 F
2 A 3'- 0 "X6' -8 "X1 3/4" S.C. WOOD WOOD PASSAGE 1 1/2 PR. 3 1/2 "X3 1/2" 2
3 C 9'- 0 "X7' -0" STEEL P.T. WOOD - _ .� � q
PROVIDE MANUFACTURERS STANDARD HARDWARE 3
PR ........
= 4" CONC. FLOOR SLAB W/ NYCON FIBER REINFORCEMENT �` ..��\STER''
4 B (2)3'-0"X6"-8"X1 3/ S.C. WOOD WOOD ENTRY 3 PR. 3 1/2" X 3 1/2" SURF. MTD. HEAD &FOOT BOLTS ON INACTIVE LEAF 4 f�
co OVER 6 MIL POLEHTYLENE VAPOR BARRIER OVER I I N0. y
18' -0" °° 4" MIN. GRANULAR FILL ON COMPACTED SUBGRADE 5 A 1'- 10 "X6' -8 "X 1 3/4 H. C. W000 WOOD PASSAGE 1 PR. 3 1/2" X 3 1/2" _ * . 3965
5
E I I ENTRY ON
„ STATE Of
6 B 2)3'- 0 "X6' -8 "X1 3/ " INSUL. METAL WOOD THMUB TURN 3 PR. 3 1/2 X 3 1/2' * 6 ��� '••.�NDIANP.••'' \����
— — — — — — E
9RCH IT EC���
SEE SCH. 3' -0" 3' -0" 9 -0 �c SURFACE MOUNTED HEAD & FOOT BOLTS ON INACTIVE LEAF, PROVIDE ''���,,,,II,������
— — — — — — J EXPOSED CONC. (SEALED) I T_ T HOOKS AND SAFETY CHAIN ACROSS OPG., THRESHOLD, WEATHERSTRIPED
22' -8„
— — � ROUGH CARPENTRY NOT PUBLISHED 1. THE CONTRACTOR SHALL CAREFULLY LAY OUT AND ERRECT ALL STRUCTURAL D - ALL RIGHTS RESERVED
THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE
i — — om � F MEMBERS OF ROUGH CARPENTRY, FRAMING, SHEATHING AND BRIDGING. ALL PROPERTY OF
� 00 Do o MAS ASSOCAIATES AND ARE NOT TO BE USED OR REPRODUCED
D — — — — — — — — — — — 0 1 1 MEMBERS SHALL BE PROPERLY PLUMBED, LEVELED AND BRACED UNTIL ALL IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF MAS ASSOCAIATES.
x CO STRUCTURAL CONDITIONS ARE IN PLACE.
24 WIDE X 8 DEEP THICKENED I too 2. A SUFFICIENT NUMBER OF NAILS, SCREWS AND BOLTS SHALL BE USED TO
SLAB W/ (2) #5 KEBABS CONT. o INSURE THE RIGIDITY OF THE CONSTRUCTION. REFER TO IBC CHAPTER 23. D
— — — 3. FRAME WALLS ARE 3 1/2" STUDS UNLESS NOTED OTHERWISE.
— — 4. FRAMING LUMBER SHALL CONFORM WITH NATIONAL DESIGN SPECIFICATIONS
FOR STRESS GRADE LUMBER AND ITS FASTENINGS.
4'X4' CONC. A B C JOISTS, STUDS AND ALL OTHERS: NO. 2 DOUGLAS FIR LARCH- Fb =1450 PSI MAS ASSOCIATES, STOOP OR YELLOW PIN = �L■C■
E Fc 1000 PSI
17' -10" 6' -31/2° E= 1,760,000 Architul DO OR ELEVATIONS 5. ALL FIRST FLOOR SILL PLATES AND STRUCTURAL MEMBERS EXPOSED TO s and Planners
WHEATHER SHALL BE WOLMANIZED PRESSURE TREATED LUMBER.
1
F 6. ROOF TRUSS DESIGN, SPECIFICATION AND ERECTION PROCEDURE TO BE
i 4 SUPPLIED BE TRUSS MANUFACTURER. INCLUDING PERMANENT WIND BRACING, 5153 East 64TH Street o
0
MAX TRUSS SPACING 24" 0 C
DEPRESS SLAB 3/4"
Indianapolis, Indiana 46220
7, PROVIDE DIAGONAL BRACING AT ALL EXTERIOR CORNERS EACH FLOOR
OR NAIL SHEATHING AS REQUIRED FOR CORNER BRACING.
8. PROVIDE CROSS BLOCKING AT 48" O.C. IN FLOOR JOIST SPACE WHERE Phone 317 726 1060 Fax 317 726 1061
INTERIOR PARTITIONS ARE PARALLEL TO JOISTS. ALSO PROVIDE CRUSH
BLOCKS IN FLOOR SYSTEM AT BEAM /HEADER BEARING POINTS.
9. WALL AND PARTITION FRAMING, UNLESS OTHERWISE SHOWN SPACE STUDS Indiana Developmental Training Center
AT 16" O.C. DOUBLE STUDS AT OPENINGS. CONSTRUCT PARTITION CORNERS
WITH NO LESS THAN 3 FULL MEMBERS. WALLS AND BEARING PARTITIONS M A I N T E N A N C E B U I L U I N G B
SHALL HAVE DOUBLE TOP PLATES, PLATES RESTING ON MASONARY OR
WINDOW NOTE: CONCRETE AT EXTERIOR WALL SHALL BE ANCHORED WITH BOLTS OR METAL STR Carmel, Indiana
1. FRAMER OR PANEL MANUFACTURER SHALL 10. GLUE SUB FLOOR USING RECOMMENDED ADHESIVE, APPLY GLUE BEAD TO
2' CONC. APRON
�J OBTAIN ROUGH OPENING DIMENSIONS FROM FRAMING AND ALONG PANEL GROOVE EDGES, NAIL WITH 10D NAILS ®12" O.C.
4'X4' CONC. WINDOW MANUFACTURER. TYPICAL WINDOW HEAD 11. PROVIDE NAILERS, NAILING STRIPS AND GROUNDS AS AND
NECCES ARY FLOOR PLANS & SCHEDULES
S
STOOP O HEIGHTS SHALL BE 6'-10" RIGIDLY SECURE IN PLACE FOR ATTACHMENT OF TRIM, FINISH AND OTHER
rA 1 1\U, 2. PROVIDE SAFETY TEMPERED GLAZING IN WO K. DATE PROJECT NO. DRAWN APPROVED
2' -2" 9' -4" 11" 4' -0" 40 HAZARDOUS AREAS AS REQUIRED BY CODE. 2, LOCAT ADDITIONAL STUDS AND BLOCKING AS REQUIRED FOR ATTACHMENT
6/21/01 2142.002 MAS DWS
OF EXTERIOR SIDING. NO EXPOSED STUCCO BOARD PANEL JOINTS ALLOWED.
W1 COORDINATE WITH T IM CARPENTER. COMPUTER FILE NAMES SHEET No.
A
Al FOUNDATION PLAN A9 DOOR & WINDOW SCHEDULE WINDOW ELEVATION BY TRUSS MFR, AT AL MS SHALL BE AS REQUIRED & SIZED
SCALE: 1/4 " =1' -0" 14. MULTIPLE MEMBER FLOOR TRUSS JOISTS OR HEADERS SHALL BE GLUED A 1 01
SCALE: NONE AND NAILED TOGETHER TO ACT AS ONE. (NAIL FROM BOTH SIDES)
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
WINDOW SCHEDULE
TYPE
SIZE
EL.
TYPE
MATERIAL
GLASS
REMARKS
W1
4040
W1
SLIDER
ALUM. FRAME
INSUL.
Indianapolis, Indiana 46220
7, PROVIDE DIAGONAL BRACING AT ALL EXTERIOR CORNERS EACH FLOOR
OR NAIL SHEATHING AS REQUIRED FOR CORNER BRACING.
8. PROVIDE CROSS BLOCKING AT 48" O.C. IN FLOOR JOIST SPACE WHERE Phone 317 726 1060 Fax 317 726 1061
INTERIOR PARTITIONS ARE PARALLEL TO JOISTS. ALSO PROVIDE CRUSH
BLOCKS IN FLOOR SYSTEM AT BEAM /HEADER BEARING POINTS.
9. WALL AND PARTITION FRAMING, UNLESS OTHERWISE SHOWN SPACE STUDS Indiana Developmental Training Center
AT 16" O.C. DOUBLE STUDS AT OPENINGS. CONSTRUCT PARTITION CORNERS
WITH NO LESS THAN 3 FULL MEMBERS. WALLS AND BEARING PARTITIONS M A I N T E N A N C E B U I L U I N G B
SHALL HAVE DOUBLE TOP PLATES, PLATES RESTING ON MASONARY OR
WINDOW NOTE: CONCRETE AT EXTERIOR WALL SHALL BE ANCHORED WITH BOLTS OR METAL STR Carmel, Indiana
1. FRAMER OR PANEL MANUFACTURER SHALL 10. GLUE SUB FLOOR USING RECOMMENDED ADHESIVE, APPLY GLUE BEAD TO
2' CONC. APRON
�J OBTAIN ROUGH OPENING DIMENSIONS FROM FRAMING AND ALONG PANEL GROOVE EDGES, NAIL WITH 10D NAILS ®12" O.C.
4'X4' CONC. WINDOW MANUFACTURER. TYPICAL WINDOW HEAD 11. PROVIDE NAILERS, NAILING STRIPS AND GROUNDS AS AND
NECCES ARY FLOOR PLANS & SCHEDULES
S
STOOP O HEIGHTS SHALL BE 6'-10" RIGIDLY SECURE IN PLACE FOR ATTACHMENT OF TRIM, FINISH AND OTHER
rA 1 1\U, 2. PROVIDE SAFETY TEMPERED GLAZING IN WO K. DATE PROJECT NO. DRAWN APPROVED
2' -2" 9' -4" 11" 4' -0" 40 HAZARDOUS AREAS AS REQUIRED BY CODE. 2, LOCAT ADDITIONAL STUDS AND BLOCKING AS REQUIRED FOR ATTACHMENT
6/21/01 2142.002 MAS DWS
OF EXTERIOR SIDING. NO EXPOSED STUCCO BOARD PANEL JOINTS ALLOWED.
W1 COORDINATE WITH T IM CARPENTER. COMPUTER FILE NAMES SHEET No.
A
Al FOUNDATION PLAN A9 DOOR & WINDOW SCHEDULE WINDOW ELEVATION BY TRUSS MFR, AT AL MS SHALL BE AS REQUIRED & SIZED
SCALE: 1/4 " =1' -0" 14. MULTIPLE MEMBER FLOOR TRUSS JOISTS OR HEADERS SHALL BE GLUED A 1 01
SCALE: NONE AND NAILED TOGETHER TO ACT AS ONE. (NAIL FROM BOTH SIDES)
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15