HomeMy WebLinkAbout19 Code-Master Second Floor Plan - A0.3EXISTING THREE STORY
CLASSROOM CONSTRUCTION
EXISTING 4 HOUR WALL CONSTRUCTION
BETWEEN 3 STORY AND 1 AND 2 STORY
CONSTRUCTION
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STAIR ONE
VARIANCE 'B'
THREE STORY ACADEMIC ADDITION
OCCUPANCY El
CONSTRUCTION TYPE: I I ONE HOUR
VARIANCE IS FOR CONSTRUCTION
TYPE II ONE HOUR IN LIEU OF TYPE II FR
41'
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NEW ADDITION
EXISTING
STAIR TWO
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NEW ROOF
EXISTING ROOF
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EXISTING TWO STORY
CLASSROOM CONSTRUCTION
STAIR THREE
ONE HOUR EXIT STAIR EXITS
INTO FIRST FLOOR UNPROTECTED
CORRIDOR
EXISTING ROOF
248' -6"
IN
COURTYARD
EXISTING ROOF
EXISTING LNG
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NEW 4DD
NEW ROOF
COURTYARD
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NEW ROOF
EXISTING ROOF
EXISTING ROOF
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EXISTING ROOF
EXISTING ROOF
EXISTING
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NEW ADDITION
NEW ADDITION
EXISTING
BUILDING CODE SUMMARY
OCCUPANCY
CONSTRUCTION TYPE
EXISTING BUILDING AREA
LOWER LEVEL FLOOR
FIRST FLOOR
SECOND FLOOR
THIRD FLOOR
MECHANICAL PENTHOUSES
SUB LEVEL MECHANICAL PLANT
SUB TOTAL
NEW ADDITIONS
ACADEMIC ADDITION
LOWER LEVEL AUX. GYM S T OR_
MECHANICAL FANROOM
PERFORMING ARTS ADDITION
PERFORMING ARTS ADDITION
LOWER LEVEL STORAGE
MECHANICAL FANROOM
SUB TOTAL
TOTAL GROSS S.F.
TOTAL PERIMETER 5,344 FEET
1. THE ENTIRE BUILDING IS FULLY SPR'NKLERED
2. ALL INFORMATION IS BASED UPON THE 1998
INDIANA BUILDING CODE
3. ALL INTERIOR FINISHES SHALL BE BE IN ACCORDANCE
WI TH CHAPTER 8 OF THE UNIFORM BUILDING CODE
4. AREA OF ANY 1 OR 2 STORY BUILDING OF GROUPS E
OCCUPANCY SHALL NOT BE LIMITED IF THE BUILDING IS EQUIPPED
WITH AN APPROVED AUTOMATIC SPRINKLER SYSTEM AND SURROUNDED
BY PUBLIC WAYS OR YARDS NOT LESS THAN 60' IN WIDTH (SECTION
505.2 AND 505.3 AMENDMENT OF 1998 INDIANA BUILDING CODE)
LEGEND
IN 1 HOUR FIRE RESISTIVE OCCUPANCY SEPARATION
WITH 60 MINUTE FIRE RESISTIVE OPENINGS
I i I I I I i 2 HOUR `IRE RESIST.VE OCCUPANCY SE-='ARATION
WITH 90 MINUTE FIRE RESISTIVE OPENINGS
(SEPARATION OF ELEVATOR SHAFT, AND MACHINE ROOM)
E1 A3
II (MUSIC ADDITION AND NEW CAFETERIA)
!I 1 HOUR (ACADEMIC ADDITION)
4 HOUR FIRE RESISTIVE OCCUPANCY SEPARATION
WI 3 HOUR FIRE RESISTIVE OPENINGS
ONE HOUR PROTECTED EXIT ENCLOSURE
FIREPROOFING GENERAL NOTES
103,219 S.F.
451,086 S.F.
169,970 S.F.
39,260 S.F.
7, 542 S.F.
5,570 S.F.
776,647 S.F.
152,656 S.F.
820 S.F.
5,600 S.F.
10,740 S.F.
2,788 S.F.
1,340 S.F.
173,944 S.F.
950,591 S.F.
1. PROVIDE ONE HOUR FIRE PROOFING ON ALL PRIMARY AND
SECONDARY STEEL MEMBERS IN CROSS HATCHED AREA,
WHICH INCLUDE FLOOR AND ROOF BEAMS, AND ROOF DECKS.
2. NO SPRAYED ON FIRE PROOFING IS REQUIRED ON THE ELEVATED SLABS
AND CONCEALED COLUMNS. THE COLUMNS ARE PROTECTED WITH ONE HOUR
CONSTRUCTION AND MEET UL DESIGN NUMBERS U415 OR U469
THE ELEVATED SLABS MEET UL DESIGN NUMBERS 0902, D914, D916, D918,
AND D919 FOR RESTRAINED ONE HOUR RATING.
PROVIDE ONE HOUR FIRE PROOFING AT ANY EXPOSED PORTION OF COLUMN
AND AT CONNECTION OF BEAMS TO COLUMNS. REFERENCE PLAN DETAILS
AND WALL TYPES FOR ADDITIONAL INFORMATION.
3. REFERENCE THE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR
FIRESTOPPING DUCT, PIPE AND CONDUIT PENETRATIONS OF RATED WALLS
AND FLOORS.
CODE /MASTER SECOND FLOOR PLAN
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CHS FRESHMAN CENTER
201 105.00
SECOND FLOOR
KEYPLAN