RC-08-1163_Plans �I
EXISTING CONCRETE
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I. FLORIDA BUILDING CODE :tOt ?a WITH 2005 ..tJPPLENtENT DATED NOV. 28, x005 (HIGH
r � r) I = EXlST.130TT.OF
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2. AMERICAN INSTITUTE OF STEEL CONSTRUCTION "SPECIFICATION FOR STRUCTURAL STEEL �a ) -
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BUILDINGS - ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN", JUNE 1, Il89 ( "AJSC ")- +
5. AMERICAN CONCRETE INSTITUTE "BUILDING CODE REQUIREMENTS FOR STRUCTURAL
CONCRETE" ACI 318-02 ("A019. GUT EXIST. GONG. FILLED
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4 "x4" STEEL TUBE COL. Q I!
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4. AMERICAN FOREST AND PAPER ASSOCIATION "NATIONAL DES16N SPECIFICATION FOR
WOOD CONSTRUCTION ", ta4'I ( "AF 6 PA q. ti ` a ; x
+ GUT EXIST. GONG. FILLED °d = ~`" Gm w m
4x4 STEEL TUBE COL. AT EXISTING d ° ' ° _ ° -
5. AMERICAN CONCRETE INSTITUTE "BUILDING GORE REQUIREMENTS FOR MASONRY � � � ~ o F � � �, � Q � �
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EXISTING NG. BOTTOM PLATE, REMAINING PLATE TO A �$- ° - ZZ
WJTH LES I 1/4 �r 9v oak -2t -
STRUCTURES" ACI 550-4q ( "ACI 550 "). SLAB w - °
BE SANDBLASTED AND ZINK SHOP PAINTED fa v �, oZ Z Q Z —
6. AMERICAN IRON AND STEEL INSTITUTE "SPECIFICATION FOR THE DESIGN OF GOLD- FORMED AND WELD NEW 4 "x4 "x�" EXISTING GONG. SLAB O � a � o ffi va: w Z
STEEL STRUCTURAL MEMBERS ", 1111% ( "AISi ")- (PROVIDE SHORING AS NEEDED) TO REMAIN UNDISTURBED > ! o v4 (� J ski
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1. STEEL JOIST INSTITUTE STANDARD SPECIFICATIONS, LOAD TABLES AND WEIGHT TABLES A I N +
FOR STEEL JOISTS AND JOIST GIRDERS ", IGIci4 ( "SJJ "). - - -- -- - EXIST. TERRACE
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HAVil 5 LIBRA Zr\STR X URA!_ LIBRARY\GENERAL NOTES \GENERA_ NOT 5.dw v / / / / / / F.F.E. tS t Z O 2 lu
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OENERAL NOTES: 06
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1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO \ \ \/ GRADE X "
START OF WORK AND NOTIFY ARCHITECT /ENGINEER OF ANY DISCREPANCY IN THE ��/ w
DRAWINGS AND OBTAIN HIS APPROVAL BEFORE PROCEEDING WITH WORK. /� v C
2. THIS WORK REQUIRES A BUILDING PERMIT. DO NOT BEG W G
BEGIN WORKING UNTIL A BUILDING _
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PERMIT IS OBTAINED. I TERRACE n
5. CONTRACTOR TO FURNISH ALL LABOR, MATERIALS, SERVICES AND EQUIPMENT NECESSARY C OL U MN
TO COMPLETE ALL WORK SHORN ON THE DRAWING$ AND SPECIFIED HEREIN. Z
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4. ENGINEER'S VISITS AT THE SITE DURING CONSTRUCTION SHALL BE SCHEDULED WITH REP LA CEMENT T I
CONTRACTOR BEFORE COMMENCING OF WORK AND DURING CONSTRUCTION SHALL BE
COORDINATED WITHIN 24 HOURS IN ADVANCE PRIOR TO INSPECTION. SCALE: 3/4" = I' -O" v
5. THE CONTRACTOR SMALL NOT PROCEED WITH ANY ADDITIONAL SERVICES OR WORK Q
WITHOUT PRIOR NOTIFICATION TO THE OWNER, FOLLOWED BY A CHANGE ORDER. Z
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6. DO NOT SUBSTITUTE MATERIALS, EQUIPMENTS OR METHODS OF GONSTRUGTION UNLESS SUCH
SUBSTITUTIONS OR CHANGES HAVE BEEN APPROVED IN WRiTiNG BY THE
OKNER/ARGHITECT/EN6INEER.
7. GLEANING AND DEBRIS REMOVAL. THE OWNER SHALL RECEIVE THE PROPERTY FREE FROM O
DUST, ALL GLASS SURFACES SHALL Be GLEAN AND DEBRIS SHALL BE REMOVED FROM THE r
SITE. THE CONTRACTOR SHALL MAKE EFFORT TO MAINTAIN THE FLOOR CLEAN DURING EXISTING, STEEL TUBE
CONSTRUCTION PROGRESS. LEFTOVERS FROM MEALS CONSUMED ON PREMISES SHALL Be COLUMNS TO BE REPLACED
DEPOSITED IN SEALED CONTAINERS. SEE DETAILS
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D. THE CONTRACTOR 1$ SOLELY RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION, Q
AND FOR THE SEQUENCES AND PROCEDURES TO Be USED.
a. THESE DWG$. ARE ONLY VALID FOR THE ADDRESS LISTED IN THE TITLE BLOCK OF DAVIS
ENGINEERS. O
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1. ALL STRUCTURAL STEEL SHALL Be ASTM A56. SUBMIT SHOP DRAWINGS SIGNED 4 SEALED
BY A FLORIDA REGISTERED ENGINEER FOR APPROVAL. ALL CONNECTIONS DETAILS TO Of
SHOWN ON SHOP DRAWINGS. 500FE Of = M ill i
2. ALL DETAILIN6, FABRICATION, AND ERECTION SHALL CONFORM TO THE SPECIFICATIONS
SET FORTH IN THE AISC MANUAL, LATEST EDITION. TO REPLACE OAMA6ED CONCRETE FILLED STEEL TUBE tY
9 COLUMS AS NEEDED. SEE TYPICAL COLUMN REPLACEMENT
3. ALL SHOP CONNECTIONS TO BE MADE WITH ASTM AS25 BOLTS OR WELDED USING E°r0 DETAILS AT THIS SHEET- IL
ELECTRODES AND SHALL CONFORM TO THE SPECIFICATIONS SET FORTH IN THE AWS
STRUCTURAL WELDING GORE.
4. ALL FIELD CONNECTIONS TO Be WITH 5LIP CRITICAL CONNECTION ASTM A525 BOLTS,
UNLESS OTHERWISE NOTED r ;�
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5. STRUCTURAL STEEL SHALL RECEIVE ONE GOAT SHOP PAINT; RETOUCH AFTER ERECTION. 3
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b. STRUCTURAL PIPE SHALL Be ASTM A 55 TYPE E. 6RABE B.
1. STRUCTURAL TUBE SHALL BE ASTM A 500 GRADE B. � 4
8. FABRICATE 3 ERECT MEMBERS Al NATURAL CAMBER UP.
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q. UNLESS NOTED OTHERWISE ON OASIS. SIZE OF WELDS SHALL NOT Be SMALLER THAN 5/16 ". r
10. BOLTS, NUTS, AND WASHERS FOR STEEL PERMANENTLY EXPOSED TO WEATHER SHALL BE �' m`
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GALVANIZED. SEE SPECIFICATIONS.
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11. MEMBERS MAY ONLY Be SPLICED WHERE SPECIFICALLY DETAILED ON ACCEPTED SHOP
DRAWINGS. _ � s�
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N 12. FIELD GUTTING OF STRUCTURAL STEEL 16 NOT PERMITTED EXCEPT WHERE ACCEPTED BY LOCATION
THE ENGINEER IN REVIEW OF DRAWINGS SUBMITTED BY CONTRACTOR.
1410 N.E- 102 STREET
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15. ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS PER AWS STANDARD
OUALIFIGATIONS PROCEDURE" TO PERFORM TYPE OF WORK REQUIRED. ALL WELDING
ro SHALL BE IN ACCORDANCE WITH All WELDING CODE.
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HAStanda ld aetalls \STRUCTURAL LIBRARYWOT'ES GURRENT\ST'EEL\STEEL NOTM 06-2404DAS
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