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FASTENING BY OTHERS
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FIELD VERIFY
CLEARANCES. '
SUBMIT TO ARCH
& MECH ENGINEER
SECONDARY
EQUIPMENT SUPPORT,
SHOWN DASHED, BY
MECHANICAL
CONTRACTOR
EXISTING ROOFING
MEMBRANE OVER RIGID
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VIBRATION ISOLATION
ATALL EQUIPMENT
CONNECTIONS TO
SUPPORT STRUCTURE,
SUBMIT DETAILS TO
ARCHITECT
GALVANIZED BEAM
GALVANIZED HSS POST
W/ 1/2" CAP PLATE AND
PL 1/2"x5"x9" BASE
PLATE W/ (4) HILTI S-MD
12-24x1 1/4 HWH #5
KWI K-COTE.
EPDM COMPATIBLE FLASHING BOOT, BY
CARLISLE OR EQUAL, SUBMIT DETAILTO
ARCHITECT FOR APPROVAL
� EXISTI
DECK
EXISTING BEAM
(BEYOND)
ROOFTOP EQU I P. SU PPORT: SECTION
SCALE:3/4" = 1'-0"
0 1' 2' 3'
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PARTIAL ROOF PLAN: N EW ROOFTOP EQU I PM ENT
SCALE: 1 /4" = 1'-0"
3
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GALVANIZED 12' LONG
COLD ROLLED W6x16
BEAMS
GALVANIZED HSS POST
W/ 1/2" CAP PLATE AND
PL 1/2"x5"x9" BASE
PLATE W/ (4) HILTI S-MD
12-24x1 1 /4 H WH #5
KWI K-COTE.
CENTER TUBES & BASE
PLATES ON EXISTING
BEAMS.
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VIBRATION ISOLATION
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SECONDARY
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SHOWN DASHED, BY
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CONTRACTOR
CONDENSERS,AS
SCHEDULED, REF MECH
DRAWI NGS
EXISTING MECH CHASE ,'
ROOFTOP OPENING. ,'
NOTE: REFER TO ,'
MECHANICAL PLANS �
FOR ADDITIONAL � �
ROOFTOP EQUIPMENT ��
AND CHASE � �
ENCLOSURE DETAILS. ,'
SUBMIT CURB DETAILS '
TO ARCHITECT & MECH
ENGINEER
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STRUCTURE LOCATION
W/ MECH. ENGINEER
ROOFTOP EQUIPMENT SUPPORT: ENLARGED PLAN
SCALE: 1 /2" = 1'-0"
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FRAMING INDICATED ON PLAN IS �
REFLECTED, I.E. EXISTING
FRAMING ABOVE SPACE. I
FIREPROOFING OF BEAMS & �
COLUMNS (EXCLUDING DECKING)
IS REQ'D TO COMPLETE UL DESIGN I;
N823. COMPLETED ASSEMBLY
SHALL PROVIDE THE REQ'D 1 HR I
RATED HORIZONTAL SEPARATION `
BETWEEN THIS SPACE I
(OCCUPANCY GROUP A-3) & SPACE � � .
ABOVE (OCCUPANCY GROUP B).
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I (BEAMS & � ,� � t� Mechanical equipment. See Sheet
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I '' COLUMNS) SHALL � � - - - - - - � . � '
. BE FIREPROOFED � ' � �'
� WITHSPRAY � .—.—.—.—.— .—.—.—.—.—. —.—.—.—.—.
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I PROOFING � ► � ' —
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EXP�SED FR rol'IN� � ' i �'
I I ' � (BEAMS & �------- ---- -
I � COLUMNS) SHALL �
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i i 'I APPLIED FIRE
��... I ''� � ! 'PROOFING
MATCHING �
I I ' � 'EXISTING SFRM ON � �
• I ' W14x22 ' � BLDG. � � W14x22 �
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� I EXP�SED FRAMING . `� ' ,
iI , (BEAMS & , � i i
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WITH SPRAY • � ' �
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• I PROOFING ' �
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FIREPROOFING PLAN
SCALE: 1 /4" = 1'-0"
0 2' 4' 8'
PEDGOR DESIGN GROUP ��C
Architecture / Project Management:
355 City Center Drive
Carmel, Indiana 46032
317.705.7979 (phone)
317.705.7980 (fax)
Arch itect:
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COPYRIGHT & OWNERSHIP OF DOCUMENTS
THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE
PROPERTY OF THE ARCHITECTAND PEDCOR DESIGN GROUP, LLC. ALL
INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION
AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUEDAS
PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT,
INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL
INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINALAND
UNPUBLISHED WORK OF THEARCHITECT, JAMES R. STUTZMAN, AND
PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN,
THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR
PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE
DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED,
MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE
SPECIFICAND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R.
STUTZMAN AND PEDCOR DESIGN GROUP, LLC. OO COPYRIGHT 2012
JAMES R. STUTZMAN, AIA, Carmel, Indiana.
STATE RELEASE SET
11.30.12 I JDR/DJS I JDR
Revisions:
STATE RELEASE SET - 11.30.12
Project Number:
Sheet Title:
Fireproofing &
Equipment Support
Plans
Sheet Number:
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