HomeMy WebLinkAboutplan-plans-12_A3.1 Arch Details.PDFSPRAY-APPLIED FIRE
RESISTIVE MATERIAL
COLUMN WRAP/FURRING EXISTING STORM OR
WALL ENCLOSURE, REFER SANITARY SEWER LINE, RIGID INSULATION
TO TENANT BUILDOUT REFERENCE PLUMBING BID TENANT SIDE
PROVIDEADJUSTABLE CAST DRAWINGS FOR LOCATION & SETS
IRON FLOOR CLEANOUT, DIMS EXISTING SHAFT WALL
FOR USEDAND UNUSED EXISTING STEEL CONCRETE SLAB
STORM & SANITARY SEWER CLEANOUTS TO BE PLACED COLUMN W/ SPRAY-
LINES OUTSIDE OF COLUMN APPLIED FIRE ',���
ENCLOSURE RESISTIVE MATERIAL
' I '� ' BACKER ROD & SEALANT
RIGID INSULATION ;�j
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NEW CONCRETE SLAB �I ' I' �� �
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' I �' WATERPROOF MEMBRANE �� 'II� ' ' _�'� WWF. CONTROLJOINTSPACING
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CONCRETE SLA Xs
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� � SPRAYED-APPLIED FIRE ISOLATEK CAFCO BLAZE SHIELD II:
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PROOFING D858 – FOR 2 HOUR DECKASSEMBLY,
1/4" x 1/4" SAWC UT
D832 - FOR 1 AND 2 HOUR ASSEMBLY, �
WITH SEALANT N823 – FOR BEAMS ONLY RIGID INSULATION
DETAIL COAT WITH WATERPRO F MEMBRANE °
REINFORCEMENT . .. �.;.
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FABRIC AT CRACK OR STRUCTUR L DECK OVER
SAWCUT PARKING LE EL
I I ONE COURSE �F
STRUCTURAL DECK OVER C.M.U. (SOLID); SEE
PARKING LEVEL PLAN FOR LOCATION.
CRACK LESS THAN 1/16" WIDE CRACK GREATER THAN 1/16" ' °
WIDE
CRACK TREATMENT VERTICAL TO HORIZONTAL
NOTES: NOTES:
1) SAW CUT CRACKS GREATER THAN 1/16" TO 1/4" WIDE X 1/4" DEEP 1) APPLY AND TOOL TO FORM A 45" CANT. ALLOW TO CURE
2) APPLY TOOL FLUSH. ALLOW TO DRY OVER NIGHT OVERNIGHT. U N RESTRAI �I E D D ES I G N
3) APPLY DETAIL COAT OVER HAIRLINE CRACKS, COLD JOINTS AND 2) APPLY DETAIL COAT AT 45 MILS THICK. ALLOW TO CURE .
SEALED SAWCUTS A MINIMUM OF 6" WIDE AND 45 MILS THICKAND
ALLOW TO CURE
PRODUCTAND DETAIL NOTE MATRIX 1 AND 2 HOUR RATED FRAMING AND
DETAIL NOTE SUPREMA CARLISLE PROTECTIVE COATINGS TECH F LOO R ASS E M B L I ES AT I NTE R I O R
• WATERPROOFING R NOVA PLUS, WHITE AND PEACH COATS (BOTH REQUIRED) MIRASEAL AT 60 MILS 2 LAYERS OF POLY-WALL AIRLOK FLEX VP AT 50 MIL EACH (WEn BA L C O N I E S W I T H S LO P E D C O N C R ET E
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• DETAIL COAT W/ REINFORCEMENT FABRIC POLYFLEECE REINFORCEMENT MIRASEALAT 45 MIL W/ DCH FABRIC NO REINFORCEMENT REQUIRED
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• PROTECTION FABRIC NO PROTECTION REQUIRED CCW-300HV PROTECTION FABRIC NO PROTECTION REQUIRED
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• SEALANTAT SAWCUTS AND CANT ALSAN PATCHING PASTE AT CRACKS CCW-201 SEALANT POLYURETHANE SEALANT, VERIFY W/ MANUFACTURE
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WATERPROOFING �� _ ��-o�� DETAIL 1 1/2��= ��-o�� PLUMBING at CONTINUOUS SLAB ��� _ ��-o��
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N I NOTE: MAX & MIN ACOUSTICAL N I
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`Y' I ANTICIPATED DEFLECTION OF `Y' I
BEAM, AS INDICATED ON THE
N ' STRUCTURAL DWGS OF THE �' RETAIL SIDE
ORIGINAL SHELL & CORE EXISTING DEMISING WALL
, I PACKAGE. LOCATION OF TOP I,
" '``� TRACK IS SHOWN SCHEMATICALLY
NON-COMBUSTIBLE ' I '� TO INDICATE INCLUSION OF I,
MINERAL FIBER DECK ,� ACOUSTICAL SEALANT AT HEAD OF x6 - w2.1 x w2.1 WWF
PLUGS IN DECK FLUTES ` WA��� UL DESIGNS WITH VULCRAFT DECK 2VLI FLUSH FACE OF STUD W/ SLAB
AT THE HEAD OF FULL I � NORMAL WEIGHT I AND THE FOLLOWING SPRAY-APPLIED
HEIGHT WALLS ' I 'I CONCRETEAT 1 HOUR I', FIRE RESISTIVE MATERIALS: EXISTING DIAMOND DOWEL
� UL DESIGNS WITH VULCRAFT DECK 2VLI ASSEMBLIES AND
6x6 - w2.1 x w2.1 WWF , I AND THE FOLLOWING SPRAY-APPLIED LIGHTWEIGHT I, ISOLATEK CAFCO BLAZE SHIELD II:
',� FIRE RESISTIVE MATERIALS: CONCRETEAT 2 HOUR D902 - FOR DECKASSEMBLY, 4" CONC. SLAB, 6x6-W2.1 x W2.1
NORMAL WEIGHT , I � ASSEMBLIES. I, N823 – FOR BEAMS ONLY WWF. CONTROL JOINT SPACING
CONCRETEAT 1 HOUR '� ISOLATEK CAFCO BLAZE SHIELD II: TO BE DETERMINED. BASED ON
D902 - FOR DECKASSEMBLY, SPACE LAYOUT ON TENANT SIDE
ASSEMBLIESAND ', I ',� SPRAYED-APPLIED FIRE
LIGHTWEIGHT � N823 – FOR BEAMS ONLY PROOFING I' NOTE: MAX & MIN
CONCRETEAT2 HOUR ', I ',� I ACOUSTICALSEALANT WATERPROOF MEMBRANE
ASSEMBLIES. ,i ROCK (MINERAL) WOOL INFILL IN WEB AONTIC PATED BASED ON
EXISTING TWO COURSES
' I � SPACE OF BEAM (OR OTHER APPROVED I' DEFLECTION OF BEAM, OF C.M.U.
,; � ; ,
INFILL MATERIAL) FOR COMPLETION OF AS INDICATED ON THE
� � ' ' I ' ' ; � ' ACOUSTICAL WALLASSEMBLY ' I ' STRUCTURAL DWGS OF
SPRAYED-APPLIED FIRE
PROOFING HEAD OF WALL THE ORIGINAL SHELL & FOAM FILLER
I ASSEMBLY W/ 3" DEEP I CORE PACKAGE.
LEG TRACK, SEE S-
DEEP LEG TOP TRACK , ; �, ;•�
ACOUSTICAL SEALANT, AT HEAD OF WALL, SERIES DWGS
STRUCTURAL DECK OVER
OF CFS STUD FRAMING ON ALL SIDES ACCESSIBLE FROM TENANT PARKING LEVEL
ACOUSTICAL SEALANT, AT HEAD OF N
(PERPENDICULAR TO "
SPACE, BTWN TOP OF FINISH MATERIAL I WALL, ON ALL SIDES ACCESSIBLE
RUN OF BEAM). AND SPRAYAPPLIED FIREPROOFING. REFER TO FLOOR FROM TENANT SPACE, BTWN TOP OF
NOTE: STUDS & I NOTE: SUBMITTEDACOUSTICALSEALANT PLANS FOR SPECIFIC I FINISH MATERIALAND SPRAY WATERPROOF MEMBRANE
DRYWALL OR OTHER MUST BE COMPATIBLE W/ SPRAYAPPLIED MAKEUP OF WALL
WALL BOARD & FIREPROOFING ASSEMBLY APPLIED FIREPROOFING. NOTE:
ACOUSTICAL SEALANT I I SUBMITTED ACOUSTICAL SEALANT
NOT SHOWN FOR I MUST BE COMPATIBLE W/ SPRAY
CLARITY. APPLIED FIREPROOFING
UNRESTRAINED DESIGN UNRESTRAINED DESIGN
,,,,
1 AND 2 HOUR RATED FRAMING AND 1 AND 2 HOUR RATED FRAMING AND - `
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FLOOR ASSEMBLY FLOOR ASSEMBLY .,
D ETA I L 1 1/2��= ��-o�� D ETA I L 1 1/2��= ��-o�� T E NA N T/ T E NA N T D E M I S I N G WA L L ��� _ ��-o��
REFERENCE PLUMBING BID
SETS
SPRAY-APPLIED FIRE
RESISTIVE MATERIAL
RIGID INSULATION RETAIL SIDE SERVICE
CORRIDOR
CONCRETE SLAB 2X12 WOOD BLOCKING
(�1 �„
8x8 RUBBER SPACER
2x10 TREATED OAK
I CONTINUOUS BUMP RAIL, ON
� RUBBER SPACERS
ONE COURSE OF C.M.U. (SOLID) ��
AROUND COLUMN BASEAND �`� �``'`�� f �� �z =
PLUMBING PENETRATIONS . ,'s�s �I� s�.
��� ��x SEE SPECIFICATIONS FOR SHEATHING @
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WATERPROOF MEMBRANE � �'�� �I� �•i , N
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RATED PIPE PENTRATION ;�� �'` I I , I I WATERPRO F MEMBRANE REFERENCE N
I I ,,,; i I I S-SERIES DRAWINGS
ASSEMBLY I I I I STRUCTUR L DECK OVER FOR C.M.U. AND SLAB
I I I I:�'� PARKING LE EL REQUIREMENTS
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BETWEEN RIGID INSULATION AND SFRM '�'
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TYP. WATERPROOFING COL. & PIPE��� _ ��-o�� SERVICE COR. WALL 2 OR DEMISING CONDITION A
PEDGOR DESIGN GROUP ��C
Architecture / Project Management:
355 City Center Drive
Carmel, Indiana 46032
317.705.7979 (phone)
317.705.7980 (fax)
Architect:
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COPYRIGHT & OWNERSHIP OF DOCUMENTS
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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
Issue Date
11.30.12
Drawn By
JDR/DJS
Revisions:
Checked By
JDR
STATE RELEASE SET - 11.30.12
Project Number:
Sheet Title:
Arch Details
Sheet Number:
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