HomeMy WebLinkAbout05100011 Bldg. Plans Approved no dateMASONRY PLAN NOTES:
1. SEE A1.3 AND A1.4 FOR MASONRY NOTES AND REINFORCING
REQUIREMENTS
2. SEE A1.3 AND A1.4 FOR TYPICAL MASONRY DETAILS.
TYPICAL DETAILS MAY NOT BE CUT ON PLANS, BUT APPLY
UNLESS OTHERWISE NOTED.
3. SEE 2 -A1.4 FOR TYPICAL BOND BEAM CONTROL JOINT
4. CJ INDICATES CONTROL JOINT IN CMU. COORDINATE
LOCATION WITH BONDING PATTERN AND WALL ELEVATION
5. SEE SPECIFICATIONS FOR ADDITIONAL CONTROL
JOINT LOCATION REQUIREMENTS
6. IPANEL 1 ,PANEL 2 , ETC. INDICATES MASONRY PANEL.
SEE 1 -A1.3 FOR MASONRY PANEL SCHEDULE
7. SEE 6 -A1.3 FOR MASONRY LINTEL SCHEDULE
VERIFY MASONRY OPENING AND ELEVATION WITH
ARCHITECTURAL PLANS
8. FOR MULTI -SPAN CONTINUOUS LINTELS MAINTAIN
16" MINIMUM CMU BETWEEN OPENINGS (UON)
10. LINTEL LEGEND
* INDICATES LINTEL REQUIRED FOR MECHANICAL OPENING
ONLY A PORTION OF LINTELS REQUIRED FOR MASONRY
OPENINGS ARE SHOWN ON THESE PLANS.
THE CONTRACTOR IS REQUIRED TO FURNISH AND INSTALL
ALL LINTELS REQUIRED FOR MECHANICAL OPENINGS WHETHER
OR NOT SHOWN ON THESE PLANS.
COORDINATE NUMBER, SIZE, ELEVATION AND LOCATION OF ALL
LINTELS FOR MECHANICAL OPENINGS WITH DIVISION 15 CONTRACTOR.
A. SEE 6 -A1.3 FOR LINTELS IN
NON- BEARING WALLS
B. SUBMIT SHOP DRAWINGS FOR REVIEW OF LINTELS
REQUIRED IN BEARING WALLS AND OUTSIDE LIMITS
OF 6 -A1.3
(FEC) INDICATES UNTEL AT RECESSED FIRE
EXTINGUISHER CABINET. SEE 7 -A1.3
VERIFY MASONRY OPENING AND ELEVATION
WITH ARCHITECTURAL PLANS
(PB) INDICATES LINTEL AT RECESSED ELECTRICAL
PANEL BOARD. SEE 5 -A1.3
VERIFY MASONRY OPENING AND ELEVATION
WITH DIVISION 16
PREFABRICPTrn wnnn Tni icc
2x8WO,
5/8" PLYW
CEILING AT
TO WOOD
1x6WO(
8" CMU
CONCRETE SI
VAPOR BARR
DRAINAGE FI
WOOD TRUSS PLAN NOTES:
I. SEE 3 -A1.2 FOR GENERAL WOOD TRUSS NOTES
2. ALL TRUSSES TO iE ANCHORED AT BEARING LOCATIONS
WITH SIMPSON STIONG TIE H3 (OR EQ.) HURRICANE TIES
3. INTERNAL TRUSS ONFIGURATIONS MAY VARY AS LONG AS
OUT TO OUT DIMEISIONS ARE MAINTAINED
4. MAX TRUSS SPACI G = 24" O.C. (LION)
5. LIVE LOAD DEFL.: SPAN /360
TOTAL LOAD DEFL.< SPAN /240
6. SEE SPECIFICATION FOR ALL TRUSS AND PLYWOOD REQUIREMENTS
7. APPLIED LOADS
TOP CHORD
LIVE LOAD = 25 PSF + DRIFT
DEAD LOAD = 11 PSF
GOT CHORD
LIVE LOAD = 10 PSF
DEAD LOAD = 1 PSF
8. WIND AND SEISMIC LOADS - PER 2003 OBC REQUIREMENTS
FOUNDATION PLM NOTES:
I. SEE 1 -A1.2 FOR FOUNDATION NOTES
2. SEE A1.2 AND A1.4 FOR TYPICAL FOUNDATION DETAILS.
TYPICAL DETAILS MA NOT BE CUT ON PLANS, BUT APPLY
UNLESS OTHERWISE NOTED.
3. TOP EXTERIOR FOOING EL 99' -0" (LION)
4. SEE 9 -A1.2 FOR TIENCH FOOTING RECESS AT DOWNSPOUTS
5. FOOTINGS MAY BE EARTH- FORMED WHERE COHESIVE SOILS
EXIST AT FOUNDATION ELEVATION. REFER TO SECTION 03300
OF THE PROJECT MA4UAL. THE DIVISION 3 CONTRACTOR
SHALL INCLUDE IN HS BID FORMING OF FOOTINGS WHERE
REVIEW OF THE GEOECHNICAL ENGINEERING REPORT INDICATES
EARTH- FORMING MAY NOT BE POSSIBLE
6. - - - - INDICATIS UNDERGROUND PLUMBING LINE
VERIFY LOCATION AN[ ELEVATION WITH DIVISION 15
7. SEE ARCHITECTURAL PLANS FOR FINISHED FLOOR ELEVATION
8. SEE 6 -A1.2 FOR TYFICAL SLAB ON GRADE
9. SEE SPECIFICATIONS FOR CONTROL AND CONSTRUCTION JOINT SPACING.
THE DIVISION 3 CONTRACTOR IS ENCOURAGED TO SUBMIT A SLAB
PLAN SHOWING ALTERNATIVE SPACINGS AND LOCATIONS THAT ADAPTS
TO THEIR PLANNED CDNSTRUCTION SEQUENCE.
10. LEGEND:
INDICATES MASONRY WALL SUPPORTED ON
FOOTING
LL;'
' `/ ��i •-... ����
AREA
NO. NAME
HEIGHT
S.F.
M 101 GROUNDS STORAGE
9' -5" f
370
!wvTft�,'4ftq
t a
181
M103 WOMENS' RESTROOM
g'-5"±
181
M104 CONCESSIONS
9' -511±
CLL cL" r
ROOM FINISHES
1 ?
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_
2. CONCRETE SEALER ON FLOORS
BUILDING CODE
^
2 �� �`�
- �� ��'��
MALL SECTION
-� - --
3/4" = 1' -0"
2 x g WOOD BLOCKING
5/8" PLYWOOD (PAINTED)
CEILING ATTACHED DIRECTLY
TO WOOD TRUSSES.
1 x 6 WOOD TRIM (PAINTED)
8" SOLID CMU
11 -6"
S.S. UNDERCOUNTER SUPPORT
BRACKET AS REQUIRED TO BRACE
STAINLESS STEEL COUNTERTOP
BY DIV. 12
8" CMU
EXPANSION JOINT -
CONCRETE SLAB--,
VAPOR BARRIER
DRAINAGE FILL
�Im
Ark
12"
3
UNIT ca Hoorn LEGEND
ROOM ROOM
CEILING
AREA
NO. NAME
HEIGHT
S.F.
M 101 GROUNDS STORAGE
9' -5" f
370
M102 MENS' RESTROOM
9' -5 "f
181
M103 WOMENS' RESTROOM
g'-5"±
181
M104 CONCESSIONS
9' -511±
150
ROOM FINISHES
1. PAINT WALLS AND CEILINGS
2. CONCRETE SEALER ON FLOORS
BUILDING CODE
IMFO
OCCUPANCY B, S1
TYPE OF CONSTRUCTION V -N
BUILDING AREA
FIRST FLOOR
528 S.F.
OVERHANGS
200 S.F.
1. BUILDING IS NOT SPRINKLED
2. ALL INFORMATION IS BASED
UPON THE
1998
INDIANA BUILDING CODE
3. ALL INTERIOR FINISHES SHALL BE BE IN
ACCORDANCE
WITH CHAPTER 8 OF THE UNIFORM BUILDING CODE
SHINGLES OVER 2 LAYERS ROOFING FELTS, 3/4"
PLYWOOD ROOF SHEATHING, AND PREFABRICATED
WOOD TRUSSES
1 x FASCIA BOARD (PAINTED)
PREFINISHED 4 x 6 FORMED ALUM.
--__ GUTTER WITH STRAP ANCHORS AT
30" O.C. MAX.
' o
TOP MASONRY
r-
EL. 109'- 4
2' -011 ALUM. FLASHING (CONT.). COLOR TO
MATCH GUTTER AND DOWNSPOUT
5/8" EXTERIOR GRADE PLYWOOD SOFFIT
(PAINTED) ATTACHED TO 2 x 4 WOOD
BLOCKING. PROVIDE 2" CONT. SOFFIT
VENT.
BOTTOM MASONRY
EL. 108'-0 3/8n
COILING COUNTER DOOR
WITH INTEGRAL ALUMINUM SILL
TOP MASONRYgK
EL. 103'-4n
FACE BRICK TYPE A
AIR SPACE
DOWNSPOUT BOOT - REFER TO
SITE DRAWINGS
GRADE - REFER TO SITE DRAWINGS
FIRST FLOOR
• - - ti EL. 100 -0
h. • � • .
1I-
11 =III= GROUT SOLID
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CONCRETE FOUNDATION - REFER
TO STRUCTURAL DRAWINGS
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3/4" = 1' -0"
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SCALE: 1/8" = 1' -0"
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DOWNSPOUT
=ACE BRICK
LIGHT FIXTURE -SEE
ELECTRICAL DRAWINGS
NORTH ELEVATION
DOWNSPOL
SCALE: 1/8" = 1' -0"
12 12
nr u►rnr rn
DOWNSPOUT
FACE BRICK
FOUNTAINS LIGHT FIXTURE -SEE
ELECTRICAL DRAWINGS
EAST ELEVATION
SCALE: 1/8" = 1' -0"
SAN.
UNIT °M" FLOOR PLAN
UNIT "M" FOUNDATION PLAN
DOWNSPOL
DOWNSPOU'
1 "
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SCALE: 1/8" = 1' -0"
SCALE: 1/8" = 1' -0"
12 12
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SOUTH ELEVATION
DOWNSPOUT
FACE BRICK
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LIGHT FIXTURE - SEE
ELECTRICAL DRAWINGS
SCALE: 1/8" = 1' -O"
12 12 -- nr rr►rnr
WEST ELEVATION
OWNSPOUT
ACE BRICK
E_IVEE1 1 IAEvl %t- - JC.C.
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SCALE: 1 /8" SCF�L.EOAS NOTED 205025.00