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PROHIBITED WITHOUT THE
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1.2 AL!_ WORK SHALL BE
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REQUIRED TO REMOVE ALL
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TRASH AND DEBRIS GAU5ED BY
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DAILY.
5.2 ALL STRUCTURAL STEEL SHALL
CONFORM TO AI5G 5PEG5 FOR
BUILDINGS AND SHALL
CONFORM TO A5TM A -36
EXCEPT TUBE GOLUMN5 SHALL
CONFORM TO A5TM
A500 - 6RADE B.
5.3 ALL 5TRUGTURAL STEEL, STEEL
J015T, DECK, MISCELLANEOUS
METALS AND AGGE550RIES
SHALL RECEIVE ONE GOAT OF
SHOP PAINT.
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5.4 PROVIDE HORIZONTAL BRIDGING
WHERE INDIGATED ON THE
DRAWIN65 AND AS REQUIRED
BY THE STEEL J015T
INSTITUTES' 5PEG5 OF THE
LATEST ADOPTION.
5.5 STEEL GONTRAGTOR SHALL
5GRUTINIZE ALL OTHER SHEETS
OF THI5 SET TO DETERMINE
OTHER STEEL ITEMS REQUIRED.
5.1 STEEL GONTRACTOR TO
PROVIDE ADDITIONAL J015T FOR
ROOF MOUNTED EQUIPMENT.
VERIFY EXACT LOCATION AND
5PAGIN6 WITH HVAG
GONTRAGTOR.
5.26 IN BAYS PROVIDED WITH
DOUBLE .JOISTS, THE J015T
61RDER MAN)FA.GTURER SHALL
DESIGN PANEL POINTS AT EACH
DOUBLE JOIST TO ALLOW FOR AN
ADDITIONAL 15 KIP POINT LOAD.
5.28 TYPICAL AT ALL GOLUMN5
EXTEND BOTTOM CHORD OF
JOISTS AND GONNEGT TO COLUMN
W/ 1/4" THICK CLIP ANGLE
SEE DETAIL: q /5601
5.30 1 1 /4 "xi !14 "x 1/8" ANGLE
HORIZONTAL BRID61N6 TOP d BOTT.
5.32 GRO55 BRID61N6 TYF. ALON6
PERIMETER.
SEE DETAIL: 14/5601.
5.100 TYPICAL AT ALL COLUMNS
EXTEND BOTTOM GHORD OF
J015T AND BOTTOM CHORD OF
J015T 61ROER AND GONNEGT TO
COLUMN W/ 114" THICK PLATE
SEE DETAIL : 10/5601.
MK
SIZE
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4 n G" r ± AGE OF
a b + G'I +, ,, h 4' -0' !8' -0' 20' -0" i 8' -G' �l-O� Ib' -0" 4' Ib' -O" 4' TO F
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1.0 THE DRAWINGS AND 5PEG5. ARE
AN INSTRUMENT OF 5ERVIGE
AND ARE THE 50LE PROPERTY
OF THE ARCHITECT. ANY
RE -U5E OR DUPLICATION OF
THESE DOCUMENTS 15
PROHIBITED WITHOUT THE
EXPRESSED WRITTEN GON5ENT
OF THE ARCHITECT.
1.2 AL!_ WORK SHALL BE
PERFORMED IN 5TRIGT
GOMPLIANGE WITH ALL
APPLICABLE GOOE5, LAWS, AND
ORDINANGE5.
15 ALL OR PART OF THESE
DOGUMENT5 WERE GENERATED
BY ELEGTRONIG MEANS. THE
ARGHITEGT/ENGINEER IS
RELYING ON THE AGGURAGY OF
THE SOFTWARE EMPLOYED.
THE ARGHITE6T/EN6!NEER S
LIABILITY 15 THEREFORE LIMITED
TO THE EXTENT CUSTOMARY IN
THE 1 NDUSTRY.
16 EACHGONTRAGTOR SHALL
5GRUTINIZE ALL DRAWING
5HEET5 TO DETERMINE FULL
EXTENT OF RE5PON51BILITIE5
FOR EACH RESPECTIVE TRADE.
I-b EACH CONTRACTOR SHALL
PROVIDE ALL BARRICADES, ETG.
AS REQUIRED BY LAW, CODE OR
ORDINANCE AND AS OTHERWISE
REQUIRED.
I-q EACH CONTRACTOR 15
REQUIRED TO REMOVE ALL
GARTON5, BOXES, MATERIAL5,
TRASH AND DEBRIS GAU5ED BY
HIS WORK FROM THE JOB 51TE
DAILY.
5.2 ALL STRUCTURAL STEEL SHALL
CONFORM TO AI5G 5PEG5 FOR
BUILDINGS AND SHALL
CONFORM TO A5TM A -36
EXCEPT TUBE GOLUMN5 SHALL
CONFORM TO A5TM
A500 - 6RADE B.
5.3 ALL 5TRUGTURAL STEEL, STEEL
J015T, DECK, MISCELLANEOUS
METALS AND AGGE550RIES
SHALL RECEIVE ONE GOAT OF
SHOP PAINT.
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3
5.4 PROVIDE HORIZONTAL BRIDGING
WHERE INDIGATED ON THE
DRAWIN65 AND AS REQUIRED
BY THE STEEL J015T
INSTITUTES' 5PEG5 OF THE
LATEST ADOPTION.
5.5 STEEL GONTRAGTOR SHALL
5GRUTINIZE ALL OTHER SHEETS
OF THI5 SET TO DETERMINE
OTHER STEEL ITEMS REQUIRED.
5.1 STEEL GONTRACTOR TO
PROVIDE ADDITIONAL J015T FOR
ROOF MOUNTED EQUIPMENT.
VERIFY EXACT LOCATION AND
5PAGIN6 WITH HVAG
GONTRAGTOR.
5.26 IN BAYS PROVIDED WITH
DOUBLE .JOISTS, THE J015T
61RDER MAN)FA.GTURER SHALL
DESIGN PANEL POINTS AT EACH
DOUBLE JOIST TO ALLOW FOR AN
ADDITIONAL 15 KIP POINT LOAD.
5.28 TYPICAL AT ALL GOLUMN5
EXTEND BOTTOM CHORD OF
JOISTS AND GONNEGT TO COLUMN
W/ 1/4" THICK CLIP ANGLE
SEE DETAIL: q /5601
5.30 1 1 /4 "xi !14 "x 1/8" ANGLE
HORIZONTAL BRID61N6 TOP d BOTT.
5.32 GRO55 BRID61N6 TYF. ALON6
PERIMETER.
SEE DETAIL: 14/5601.
5.100 TYPICAL AT ALL COLUMNS
EXTEND BOTTOM GHORD OF
J015T AND BOTTOM CHORD OF
J015T 61ROER AND GONNEGT TO
COLUMN W/ 114" THICK PLATE
SEE DETAIL : 10/5601.
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& ASSOCIATES, INC
ARCHITECTS, PLANNER;
107 South PtIV18 lvariS Meet
Suite 500
hdamp0ii8, iI1d8n5 46204-5135
(317) 656°-3500 Fax (317) 656 -3501
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