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MASONRY PLAN NOTES:
1. SEE S1.3 FOR MASONRY NOTES AND REINFORCING REQUIREMENTS
2. SEE S1.3 FOR TYPICAL MASONRY DETAILS. TYPICAL DETAILS MAY NOT BE CUT
ON PLANS, BUT APPLY UNLESS OTHERWISE NOTED.
3. CJ INDICATES CONTROL JOINT IN CMU. COORDINATE LOCATION WITH BONDING
PATTERN AND WALL ELEVATION. (SEE 7 -S1.3)
4. SEE THE PROJECT MANUAL FOR ADDITIONAL CONTROL JOINT LOCATION
REQUIREMENTS
5. SEE 15 -S1.3 FOR SLOPED BOND BEAM
6. SEE 14 -S1.3 FOR STEEL AND MASONRY LINTEL SCHEDULE. VERIFY MASONRY
OPENING AND ELEVATION WITH ARCHITECTURAL PLANS
7. SL -1, SL -2, ETC., INDICATES SPECIAL LINTEL REQUIRED. SEE 12 -S1.3
8. BP1, BP2, ETC., INDICATES BEARING PLATE REQUIRED. SEE 13 -S1.2
9. PANEL 1, PANEL 2, ETC., INDICATES MASONRY PANEL SEE 3 -S1.3 FOR
MASONRY PANEL SCHEDULE
15. LINTEL LEGEND:
* INDICATES LINTEL REQUIRED FOR MECHANICAL OPENING. ONLY A
PORTION OF THESE LINTELS REQUIRED FOR MASONRY OPENINGS
ARE SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO
FURNISH AND INSTALL ALL LINTELS REQUIRED FOR MECHANICAL
OPENINGS WHETHER OR NOT SHOWN ON THE PLANS. COORDINATE
NUMBER, SIZE, ELEVATION, AND LOCATION OF ALL LINTELS FOR
MECHANICAL OPENINGS.
A. SEE 14 -S1.3 FOR LINTELS IN NON- BEARING WALLS
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PANEL 2
MASONRY PLAN
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WOOD TRUSS PLAN NOTES:
1. SEE S1.3 FOR GENERAL WOOD TRUSS NOTES
2. ALL TRUSSES TO BE ANCHORED AT BEARING LOCATIONS
WITH SIMPSON STRONG TIE H3 (OR EQ.) HURRICANE TIES
3. INTERNAL TRUSS CONFIGURATIONS MAY VARY AS LONG AS
OUT TO OUT DIMENSIONS ARE MAINTAINED
4. MAX TRUSS SPACING = 24" O.C. (UON)
5. LIVE LOAD DEFL < SPAN /360
TOTAL LOAD DEFL < SPAN /240
6. SEE PROJECT MANUAL FOR ALL TRUSS AND PLYWOOD REQUIREMENTS
7. APPLIED LOADS
TOP CHORD
LIVE LOAD = 25 PSF + DRIFT
DEAD LOAD = 12 PSF
BOT CHORD
LIVE LOAD = 10 PSF
DEAD LOAD = 15 PSF
8. WIND AND SEISMIC LOADS - PER INDIANA BUILDING CODE REQUIREMENTS
2' -6' TRUSS SPACING 2' -6"
10 SPACES 0 24 = 20'-0'
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FRAMING PLAN PLAN
1/8w = 1' -0"
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FOUNDATION PLAN NOTES:
1. SEE S1.2 FOR FOUNDATION NOTES
2. SEE S1.2 FOR TYPICAL FOUNDATION DETAILS. TYPICAL DETAILS MAY NOT BE
CUT ON PLANS, BUT APPLY UNLESS OTHERWISE NOTED.
3. TOP EXTERIOR FOOTING EL 99' -0" (UON)
4. TOP INTERIOR FOOTING EL 97' -0" (LION)
5. � --- T INDICATES STEPPED FOOTING. SEE 14 -S1.2 (INDICATES
® I aa- TOP OF FOOTING ELEVATION)
6. FOOTINGS MAY BE EARTH- FORMED WHERE COHESIVE SOILS EXIST AT FOUNDATION
ELEVATION. REFER TO THE PROJECT MANUAL THE CONTRACTOR SHALL
INCLUDE IN HIS BID FORMING OF FOOTINGS WHERE REVIEW OF THE
GEOTECHNICAL ENGINEERING REPORT INDICATES EARTH- FORMING MAY NOT BE
POSSIBLE
7. SEE 6 -S1.2 FOR TYPICAL SLAB ON GRADE
8. SEE THE PROJECT MANUAL FOR CONTROL AND CONSTRUCTION JOINT SPACING.
THE CONTRACTOR IS ENCOURAGED TO SUBMIT A SLAB PLAN SHOWING ALTERNATE
SPACINGS AND LOCATIONS THAT ADAPTS TO THEIR PLANNED CONSTRUCTION
SEQUENCE.
9. LEGEND
INDICATES MASONRY WALL SUPPORTED ON FOOTING
,)Q,-n"
FOUNDATION PLAN
1/8" = 1' -0'
1/8* = 1' -0"
NOTE:
WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK
ON THE PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF
ALL DIMENSIONS AND DETAILS WITH THE ARCHITECTURAL DRAWINGS PRIOR TO
CONSTRUCTION RESOLVE ANY DISCREPANCIES WITH THE ARCHffECT PRIOR TO
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FRAMING PLAN PLAN
1/8w = 1' -0"
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FOUNDATION PLAN NOTES:
1. SEE S1.2 FOR FOUNDATION NOTES
2. SEE S1.2 FOR TYPICAL FOUNDATION DETAILS. TYPICAL DETAILS MAY NOT BE
CUT ON PLANS, BUT APPLY UNLESS OTHERWISE NOTED.
3. TOP EXTERIOR FOOTING EL 99' -0" (UON)
4. TOP INTERIOR FOOTING EL 97' -0" (LION)
5. � --- T INDICATES STEPPED FOOTING. SEE 14 -S1.2 (INDICATES
® I aa- TOP OF FOOTING ELEVATION)
6. FOOTINGS MAY BE EARTH- FORMED WHERE COHESIVE SOILS EXIST AT FOUNDATION
ELEVATION. REFER TO THE PROJECT MANUAL THE CONTRACTOR SHALL
INCLUDE IN HIS BID FORMING OF FOOTINGS WHERE REVIEW OF THE
GEOTECHNICAL ENGINEERING REPORT INDICATES EARTH- FORMING MAY NOT BE
POSSIBLE
7. SEE 6 -S1.2 FOR TYPICAL SLAB ON GRADE
8. SEE THE PROJECT MANUAL FOR CONTROL AND CONSTRUCTION JOINT SPACING.
THE CONTRACTOR IS ENCOURAGED TO SUBMIT A SLAB PLAN SHOWING ALTERNATE
SPACINGS AND LOCATIONS THAT ADAPTS TO THEIR PLANNED CONSTRUCTION
SEQUENCE.
9. LEGEND
INDICATES MASONRY WALL SUPPORTED ON FOOTING
,)Q,-n"
FOUNDATION PLAN
1/8" = 1' -0'
1/8* = 1' -0"
NOTE:
WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK
ON THE PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF
ALL DIMENSIONS AND DETAILS WITH THE ARCHITECTURAL DRAWINGS PRIOR TO
CONSTRUCTION RESOLVE ANY DISCREPANCIES WITH THE ARCHffECT PRIOR TO
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FABRICATION OR INSTALLATION. TYPICAL DETAILS MAY NOT NECESSARILY BE CUT ON
THE PLANS BUT APPLY UNLESS OTHERWISE NOTED. WHERE DISCREPANCIES OCCUR PROJECT TITLE
BETWEEN THE PLANS, DETAILS, AND THE PROJECT MANUAL, THE GREATER 206104 do 206097
REQUIREMENT SHALL GOVERN.
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FABRICATION OR INSTALLATION. TYPICAL DETAILS MAY NOT NECESSARILY BE CUT ON
THE PLANS BUT APPLY UNLESS OTHERWISE NOTED. WHERE DISCREPANCIES OCCUR PROJECT TITLE
BETWEEN THE PLANS, DETAILS, AND THE PROJECT MANUAL, THE GREATER 206104 do 206097
REQUIREMENT SHALL GOVERN.
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