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' REVISIC'yN13
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' DESIGN IS IN COMPLIANCE WITH THE FOLLOWING CODES:
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• A) SOUTH FLORIDA BUILDING CODE, 1994 EDITION
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B) ASCE 7-93, V = 110 M.P.H., EXPOSURE C, IMPORTANCE FACTOR 1.05
C) ACI318-95
D) RISC, ALLOWABLE STRESS DESIGN, NINTH EDITION
2. 6-TOWTUBAL STEEL:
A) CONFORMING TO ASTM A-36. STEEL TUBE COLUMNS CONFORMING TO ASTM A-500,
GRADE B. '
B) BOLTS CONFORMING TO "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A-325
AND ASTM A-490 01-TS".
C ALL. EXPOSED STt L MEMBERS INCLUDING INSERTS AN CONNECTORS) TO BE HOT-
. 1 ( t" D O ) ,
DIPPED GALVANIAD. ALL OTHERS TO HAVE A MINIMUM 1,5 MIL. OF RUST-INHIBITING
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PAINT. TOUCH-UP S REQUIRED AFTER ERECTION.
D) FABRICATION ANDFRECTION ACCORDING TO THE LATEST AISC SPECIFICATIONS.
E) ALL WELDING TO E PE RFORMFD BY CERTIFIED WELDERS IN COMPLIANCE WITH AWS
�• D-1.1-77. ELECTRODES TO COMPLY WITH ASTM A-233 OR A-316, STORED AS PER AWS t {ya
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REQUIREMENTS.
y� Y�,►' f 'PB4yAL.$: y�f t �r t
y Q \ I A) SUBMIT SHOP DR 'WINGS FOP ± EM 2 ABOVE. SUBMIT ONE PRINT AND ONE SEPIA OF 'r
I � Y 0 TAP - X _ EACH. CONTRACT R WILE. ISSUt. PRINTS AS REQUIRED. ALL SHOP DRAWINGS PRIOR TO '
I_ __� (Ty'P•) BEING SUBMITTED` 0 OUR OE Fi(f, MUST BE STAMPED BY BOTH THE ARCHITECT AND
!Y, x4 XI F�- -- � _� �xA"xI ► � THE G.C. AS EVIDE CC OF THEIR
E".,CVIOUS REVIEW. UNAUTHORIZED DUPLICATION OF �,
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OUR PLANS TO BE RESENTED fit, PART OF THE SUBMITTAL-, IS STRICTLY FORBIDDEN. -
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- p =�1 COORDINATE:ALL. DIME:tJS10N5, ELEVA��A)1�S, OPENINGS AND DETAILS WITH ARCHITEC7URAl_, /^ � ' . '
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ELECTRICAL AND MECHANICAL. DRAVA11t1;fi. REPORT ANY CONFLICTS OR DISCREPANCIES TO
''� R� /4 xl•a OUR OFFICE. IN CASE pF CONFLIG l€t OR DISCREPANCIES, CONTRACTOR MUST ASSUME '
W/2�,�',�'T}tt=v-vv'15 I r � ! x�� x�O�4y COSTLIER SOLUTION DURING BIDDING WIL.E:SS CLARIFICATION IS OBTAINED IN WRITING FROM °�} IX
THE ARCHITECT.
5. OWNER,AMUT LTAN"OR 6ACI0R.NME: '
1f CHECKING OF SHOP DRAWINGS AND fi(0 OBSERVATIONS OF THE INSTALLATION OF THE
STRUCTURAL ELEMENT$ IN THE FIELD ARE REQUIRED IF THIS OFFICE IS TO nF HELD
RESPONSIBLE FOR THE STRUCTURAL ADr0UACY OF THE CONSTRUCTION.
s 6• �f�4�l 1IS?1R E_-SH_O�lI1lS�AI�D_SAFEU-M�►rTICES•
SECTION 2 SECTION 7> SECTION � ALL SHORING AND RE-SH6RING IS TO BE DESIGNED AND SPECIFIED BY A FLORIDA REGISTERED
1"Fl1r�'► s' ; ti ,� <�,.I �s p <�.I ENGINEER WHO SPECIALIZES IN FORMWORK DESIGN AND WHO HAS BEEN HIRED BY THE
GENERAL CONTRACTOR.kSHOMNG ENGINEER SHALL SUPERVISE ALL SHORING AND RE-
SHORING INSTALLATION$AND SHALL CERTIFY TO OUR OFFICE THEIR ADEQUACY PRIOR TO
CONSTRUCTION. e
OUR OFFICE DOES NOT POSSES, NOR PRESUMES TO POSSES, ANY KNOWLEDGE OR EXPERTISE
IN MATTERS RELATING 10 jOB SAFETY, OSHA OR LABOR LAW REQUIREMENTS FOR A '..
CONSTRUCTION PROJECT, SAFETY AND COMPLIANCE WITH OSHA AND LABOR LAWS IS THE
ABSOLUTE_ RESPONSIBILITY OF THE GENERAL_ CONTRACTOR AND THOSE CONSULTANTS HE
HIRES TO ADDRESS THEM, s•
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TECHNICAL. IMAGE PRODUCTS I low Mill Main 10 1111