01-0133-001 GENERAL ABBREVIATIONS AND SYMBOLS GENERAL N _ _ -N ❑ E- - = _
N.S, = NEARSIDE
B.O. = BY OTHERS _
F.S. = FARSIDE 1) GENERAL CONTRACTOR WILL VERIFY ALL DIMENSI❑NS THE- - FF1LL-1:1-WING=_=G[,1-DES
NOSE LINE SHOWN BEFORE FABRICATION.
B.S. = BOTH SIDES
T.L. = TREAD LENGTH 2) UNLESS OTHERWISE INDICATED, ALL MECHANICAL APPLY TO THIS PROJECT.
STGR. = STRINGER FASTENERS ARE TO BE SUPPLIED BY AND ARE - FLORIDA ACCESSIBILITY CODE
' � = CHANNEL U.W. = UNIT WIDTH THE RESP❑NSIBILITY OF THE INSTALLER. B❑CA 1993 ANSI A117.1 OTHER FOR BUILDING
= RISER LINE 3) AMERICAN STAIR CORP. ASSUMES N❑ RESPONSIBILITY B❑CA 1990
= PLATE FOR THE DESIGN, CONSTRUCTION, AND INSTALLATION NFPA 101 1991 XXXXXX OTHER
F.F. = FINISH FLOOR OF ANY MATERIAL SUPPLIED BY OTHERS.
UBC 1991
T.D.S. = TOP OF STEEL
O = LOOSE MATERIAL MARKER 4) AMERICAN STAIR C❑RP❑RATION, INC. IS NOT UBC 1988/1989 SBCCI 1994 XXXXXX OTHER CONSTRUCTION OCT, 1997 EDITION
OPP, HD. = OPPOSITE HAND RESPONSIBLE FOR IMPR❑PER USE OF ITS PRODUCTS.
CL. = CLEARANCE STAIRWAYS MUST NEVER BE USED UNTIL ALL STAIR ADA TITLE 24, CALIFORNIA
Fw = FIELD WELD AND RAILING COMPONENTS HAVE BEEN CORRECTLY
C.M.U. = CONCRETE MASONRY UNIT INSTALLED, AND CONCRETE FILL AND SURROUNDING WALLS ARE
= SECTION MARKER DETAIL IN PLACE. .
SHEET # F.C.T.F. = FIELD CUT T❑ FIT THE STAIR AND RAIL MATERIAL BEING SUPPLIED
5) ALL EXPOSED STEEL SURFACES WILL RECEIVE ONE FDR THIS PRDJECT ARE CLASSIFIED AS
SHOP COAT OF AMERICAN STAIR STANDARD
RUST INHIBITIVE PRIMER PAINTS. FINAL FINISH SERVICE CLASS
MATERIAL DESCRIPTION OF ALL STAIR, LANDING, AND RAILING SURFACES AS DESCRIBED BY THE NA TIDNAL ASSDCIA TIDN DF
ARE NOT THE RESP❑NSIBILITY OF AMERICAN STAIR. ARCHITECTURAL METAL MANUFACTURERS (NAAMM)
ALL MATERIAL IS STEEL, PURCHASED IN RAW STOCK SIZES. ALL STEEL SURFACE PREPARATI❑N WILL BE IN METAL STAIRS MANUAL (5TH EEDITIDN)
ACCORDANCE WITH SSPC—SP 2.
6) STEEL STAIR AND RAILING SYSTEMS USED IN
ROLLED STOCK EXTERIOR APPLICATIONS AND / OR EXPOSED TO ADVERSE
CONDITIONS MUST BE PROPERLY AND REGULARLY
C6 X 8,2# CHANNEL ASTM A-36 MAINTAINED TO MINIMIZE CORROSION. CONTINUED GC, / INSTALLER NOTE
C8 X 11.5# CHANNEL ASTM A-36 CORROSION CAN RESULT IN EVENTUAL STRUCTURAL FAILURE.
MC12 X 10.6# CHANNEL ASTM A-36
3" X 3" X 3/16" ANGLE ASTM A-36 7) DESIGN LOAD NORMAL EREC TIDN DPERA TIDNS IN ACCDRDANCE WITH
1 112" X 2 1/2" X 3/16" ANGLE ASTM A-36 50 LBS. PER LIN. FT, & 200 LBS. CONCENTRATED LOAD ON RAILINGS. THE AISC CEDE DF STANDARD PRACTICE, SECTIDN 7.12,
X 2 1/2" X 3/16" ANGLE ASTM A-36
1 INCLUDE THE CDRRECTIDN DF MINDR MISFITS BY
1 112" X 1 112" X 1/8" ANGLE ASTM A-36 8) BOLTED STRUCTURAL CONNECTI❑NS TO CONCRETE
WALLS OR BEAMS HAVE BEEN DESIGNED USING MDDERA TE AMDUV TS DF CUTTING AND GRINDING,
SHEET STOCK HILTI KWIK BOLT II EXPANSION ANCHOR SYSTEM, ERRERS WHICH CANNDT BE CDRRECTED BY THESE MEANS
PER I.C.B.O. REPORT #4627. AND/ER WHICH REQUIRE MAJER CHANGES IN STAIR
3/16" X 10",12",14",20" ASTM A-36 MIN. 36K YIELD BOLTED CONNECTI❑NS TO GROUT FILLED C.M.U. WALL DR RAIL CDMPDNENTS MUST BE REPDRTED BY PIENE
1/4" X 12",14",20" ASTM A-36 MIN. 36K YIELD HAVE BEEN DESIGNED USING RED HEAD DYNAB❑LT SLEEVE ANCHORS
PER I.C.B.❑. REPORT #1372. DR FAX TD US IMMEDIATELY @ (815) 886-9600
10 GA. (VARIED SIZES) ASTM A-569 MIN. 30K YIELD 9) ARCHITECTURAL DIMENSI❑NS OF STAIRS, LANDINGS, AND RAILINGS BY THE ERECTER, AT WHICH TIME WE WILL ADVISE THE
12 GA. (VARIED SIZES) ASTM A-569 MIN. 30K YIELD MDST EFFICIENT METHDD DF CDRRECTIDN,
14 GA. (VARIED SIZES) ASTM A-569 MIN. 30K YIELD ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER AND FAILURE DF THE ERECTER DR THE GC, TD CDMPL Y WITH
14 GA. CHECKER (VARIED SIZES) ASTM A-786 (A-36) MIN, 36K YIELD MUST MEET ALL APPLICABLE BUILDING CODE REQUIREMENTS
1/8" CHECKER (VARIED SIZES) ASTM A-786 (A-36) MIN, 36K YIELD OR ANY OTHER MUNICIPALITY CODES AS MAY PERTAIN THERE TO, THIS REQUEST WILL RELIEVE AMERICAN STAIR DF ANY
FINANCIAL RESPDNSIBIL I T Y FDR CDRREC TING THE ERRDR,
10) ALL FINISH DIMENSIONS SHOWN ARE T❑ THE FACE ❑F10
ROD STOCK FINISH SURFACE. THE CDST DF CDRRECTING THESE ERRERS WILL BE
BDRNE BY THE ERECTER,
5/8" ROUND ASTM A-36 11) ALL CONCRETE IS TO BE HELD BACK TO THE CENTERLINE OF SUPPORT
3/4" ROUND ASTM A-36 TO ALLOW FOR THE CONNECTI❑N OF UNITS AND/OR FLOOR LEVEL CHANNELS.
f - #4 CONCRETE REINFORCING BAR INTERMEDIATE GRADE 40 ASTM A-615 GROUTING B.❑. AFTER STAIR INSTALLATI❑N.
#5 CONCRETE REINFORCING BAR INTERMEDIATE GRADE 40 ASTM A-615
#6 CONCRETE REINFORCING BAR INTERMEDIATE GRADE 40 ASTM A-615 12) AMERICAN STAIR SYSTEMS ARE DESIGNED TO ATTACH T❑ THE
SURROUNDING STEEL, CONCRETE, CMU, OR PRECAST STRUCTURE,
TUBING AND PIPE
UP TO 1 112" N.P.S. ASTM A-53 (TYPE S OR E, GRADE A) MIN. 30K YIELD
2" N.P.S. AND LARGER ASTM A-53 (TYPE S OR E, GRADE A OR B) MIN. 30K YIELD
3" SQ. 14 GA, TUBE ASTM A-500—B 46K. YIELD MIN.
1 112" SQ. 116A., 14GA, TUBE ASTM A-500—B 46K, YIELD MIN.
1 112" ROUND 14 GA. TUBE ASTM A-500—B 4 IELD MIN.
1 112" ROUND 188" WALL TUBE STM A-513 80K. YIELD MIN. ,..�.__.
SHOP DRAW1NG L,f tJME STT R ViFW
WELDING MATERIALS 2 These documents have been revi:-. �e.: i T design
concept and intent and general compli::n..: t,^ :`.ocaments.
The contractor is responsible for ccntut: a};all
WIRE E 7 0—S A W S A 5.18 quantities and dimensions, fabricatiouo-.:� tcds and
coordination of this trade with:+ii nd ° AP.A."O EXCEP ION TAKE.cCORREC TIONS 1NDICATIi ALL WELDING PROCESS TO BE ACCOMPLISHED IN :("Tn/RFSUB Ir ACCORDANCE WITH A.W,S. REQUIREMENTS REF, ANSI/AWS D1.1-92 i Donnell, I):up3esnc A.in:; -I,
411/z c i I.:��;� CY:•i,+S?iLi"ti :i ti.NGJNEFRS
1 ' � 41)"i..'. S.N. 14th Ct., Miami.FI 33155
Im EJ1 UQ (305) 666-0711 Fax (305) 666-1259
No 32338 N ,
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FA"MCATMN
AMERUCAN STAR`
Corporate Offices and Plant Tel, No. (815) 886-9600
642 Forestwood Drive
Romeoville, IL. 60446-1354 Fax, No. (815) 372-3683
SOUTH MIAMI HOSPITAL
• MIAMI, FL
Architect MGE ARCHITECT5
77Cn,tractor THE AUCHTER COMPANY
�T evtst r)s Date Drawn Drawn By
No. Date By 4-15-00 A.K.
• / 8 Checked By Date Approved
3. -61 1 1-24-00 A.5. Z.N.
Scale Sheet No.
2
2-25-01 Z.N. NO SCALE I I OF 10
3 Project No.
4