11-354-065.3
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STRUCTURAL NOTES
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1. CONTROLLING BUILDING CADS: 2007 FLORIDA BUILDING CODE r • r r • � . •
DESIGN FLOOR LIVE LOAD • 60 PSF + 20 PSF PARTITIONS
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2. EXISTING FLOOR CONSTRUCTION: 4 1/2' THK LANG SLAB ON PRECAST CONIC JOISTS 1 3' -0' O.C. O
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3. It IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE t0 INSURE THE • i r • � •_�
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SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES, BUT IS NOT LIMITED TO, THE 4 r i • • • C' • IJ m
ADDITION OF WHATEVER TEMPORARY BRACING, GUYS OR TIE -DOWNS TWAT MAY BE NECESSARY. SUCH MATERIAL SHALL • • t • u • . v i • LO
BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT. L6
4. FIELD VERIFY AL.L.. DIMENSIONS PRIOR TO FABRICATION. MECH UNIT DIMENSIONS SHALL BE COORDINATED WITH APPROVED Z Z O
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MANUFACTURER DRAWINGS.
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5. SUPPORT FRAMING SHOWN 15 FOR THE MECH UNITS SPECIFIED ON MECHANICAL DRAWING. IF A DIFFERENT UNIT IS t0 BE V J E cn
USED, CONTACT ENGINEER BEFORE PROCEEDING. a E '
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6. ALL STEEL SHALL DE ASTM A36. T � Z �
7. STRUCTURAL STEEL 514AL.L CONFORM TO TWE A15C 'SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF
STRUCTURAL STEEL FOR BUILDINGS'. (LATEST EDITION) w
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S. ALL WELDING SHALL BE DONE IN ACCORDANCE WITH 'AMERICAN WELDING SOCIETY' SPECIFICATIONS (LATEST EDITION), LLJ
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1. WELDING ELECTRODES SHALL BE E70XX, LOW HYDROGEN.
10. IF EXISTING STRUCTURE 15 DIFFERENT THAN SHOWN, CONTACT STRUCTURAL ENGINEER BEFORE PROCEEDING WITH ANY
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WORK IN TWAT AREA.
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STRUCTURAL NOTES N.T.S
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. TE S NOT USED -- M NOT USED
NOT USED D
CONTRACTOR SHALL VERIFY WITH THE BASE BLDG
ENGINEER THE ALLOWABLE DEPTH OF BOLT PENETRATION
INTO EX15TING CONCRETE.
NOTE= WHEN INSTALLING ANCHORS INTO CONCRETE, ANY a N U
DETERIORATED, SPALLING AND /OR DEFECTIVE CONCRETE
or Noy
ENCOUNTERED MUST BE BROUGHT TO THE IMMEDIATE
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ATTENTION OF THE LIMITED FIELD REPRESENTATIVE FOR F • 0 3 o ' z w
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EVALUATION BEFORE CONTINUING WITH INSTALLATION OF -
N W N O O Z W N
THE CONNECTIONS. OEM 8 N N
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PRIOR TO DRILLING HOLES FOR ANCHOR INSTALLATION,
CONTRACTOR SHALL LOCATE fi•ir FLOOR SLAB
REINFORCING WITH MAGNETIC METER OR OTHER
NONDESTRUCTIVE TEST METHOD. SWIFT CONNECTION WQ w � W h r h � �W o i. -;V-0
AS REQUIRED TO MISS BEAM REINFORCING. N
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EXIST SECOND 111000 UNISTRUT x I' -0'
iEF' O SLAB
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1/2'1 WILTI KWIK I I I I I I P o ZZ z N
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BOLT TZ W/3 W
IEXII� M ED, TYP. T ��G h
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COMPOSITE N r
CONCRETE SLAB ON I I I I I I II -O't I I I I I i x a
CONCRETE BEAMS
1/2 DIA A3f. Rap I I I 717
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NG NUT U WASHER I I 1/2' DIA A307
ANp
HANGER R OD i
N.T.S. R NOT USED NEW MECHH UNIT
SECTION --
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II
610 DW
SEE GS FOR
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MANUFACTURER* 112x2 1/2x3 /16 Z W
MODEL N0. Ik {a ?'''' ?' ?IIs ?1 €[ ?I BELOW UNIT,
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111000 UNISTRUT P1000 UNISTRUT rfj W M
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x V -0' x 1' -0' EXIST 4 1/2 THK a t e
GONG FLOOR SLAB J � G < w
•,. ; 11/2' DIA A307 I I I I O � �' F v-= .. w
HANGER ROD I I I I Z OC = z o 0- a
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I I I I I I I I I I I I I 0 cn w
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NEW MEGH UNIT } } .
W X w 2 W V
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DOUBLE NUT � R R I I Wt - 610 L.BS. III :::::::::.::: €�.�. O IW O i � O V►
>t LOCK WASHER S 05. ,• SEE MEOW DINGS FOR
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DOUBLE NUT MANUFACTURER 1 L2 1/2x2 1/2x3/16
MODEL N0. I II I L..�.....1 €ta BELOW UNIT,
4 LOCK WASHER EXIST PRECAST I''s::::::::::::1:1::::.:1 SEE SECTION *REQUIRED BY: REYISIONS: DATE
CONCRETE JOIST,
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HANGER ROp I I
SEE PLAN
CITY 07 SOLITH M.IAMI.'
I I I I i I I I I I I I BUILDING DEPT.
STl LICTURAL SECTION
II II II I I I II II
II I t�l�� Iii Fiy: . INDICATES N. "SION TO THIS SHM
PAUL J FORD AND COMPANY
AIR HANDLING UNIT I I I I I a .! J 250 EAST BROAD STREET
SUITE 1500
A I I I I COLUMBUS, 0 1 1113215
1 I I I I I I I 614- 221 -6 §141 L //,
II II I I I I A35o „\7b1 � . •NS °o,���,
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I I I I I I I I I I* r.. No. 68099 =
”" � ._= STATE o
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DOUBLE WASHER, A �t12 SCREWS 1 i c% DOUBLE NUT AND ;AN ''•• ,�4 K ��
II I I I I I I II
11- 11- 11 —J1_ /
L4x4x3/>t LOCK WASHER TYP. — — — JEFFREY Lit `O`K
V I EN A - A ✓ REG. No. 6 t 991
— — — — — — — _ CORPORATE REG �o. �0�09141
I I DATE ISSUED: 02/18/11
I DESIGNED BY: GDK
DRAWN BY: HT
CHECKED BY: GDK
MECH SUPPORT
FRAMING PLAN I
AND DETAILS
DRAWING NUMBER:
SECTION r =r -o- PARTIAL FLOOR FRAMING PLAN ��4N ° 1' -0" 05ol
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