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<br /> CONSTRUCTION NOTES �
<br /> 1 , 1'-6"THICK CONC.FOUNDATION SLAB REINFORCED WITH#6 AT 12"O,C MAX, .�
<br /> TOP BARS E,W AND#8@ 12"O,C MAX BOTTOM BARS E.W
<br /> � (2)L3x3x318 AT BASE OF COLUMNS TPICAL UNO
<br /> � � � � � � �.
<br /> 3 1'-4"THICK EXISTING CONC.WALL(VERIFY) �
<br /> �.;,:
<br /> 1'-8°* 6'-0" 4'-1151 " 14'-2" 2'-0° q 4'-0" , 1'-6"F 1'_4" • .
<br /> � , --- - _ - --- -- � .
<br /> � � T/O FTG EL: -8'-7° � 1/4"THICK STEEL PLATE DUCT TYP.UNO ;
<br /> � � , .a _ ��Q . _ , o � , ' - 4 q ; . ,
<br /> I . , a , � , a . ^ � _
<br /> '. ' e� 'a �. c j; I �
<br /> l—� � �—,, 2' 11" a � p " � W8X31 S�M v � 5• INDICATES DIMENSION IS APPROXIMATE AND NEEDS TO BE FIELD VERIFIED ,
<br /> C = ---- - --, �_ *
<br /> � � - �
<br /> S500-18 p, N � ; N
<br /> i � " " L � o P'�� � � ,_,_ � � � 4 S500-17 ( ^ -'� ( �—� ; J6�j DUCT FRAMING SHALL BE BACKFILLED WITH 500 psi CDF @ 2'-4"LIFT MAX ON
<br /> ; I � ' � BOTH SIDES OF DUCTS AT TNE SAME TIME,SEE BIS500-18 ��
<br /> ! ' I I — — — -+ +- — — — — — — — — — — ;
<br /> i I I I I � � � ( � � 7• PJ;INDJCATES STEEL PLATE JOINT
<br /> I
<br /> �� � � � II II II II II II 11 I II II � il I J � 2 � 11 li il II il � � �
<br /> I I I ' �'�
<br /> � ��� I I � I II 1I II II II 1I II II � II I � � 1I I1 II A II � I I I i j � ,��
<br /> ; � � � 0 � � � � 1 � � � � � I � � � � � � � � I 0\ � S500-17 �i �•. .
<br /> ! �I � � � � a � � � � s � � � r � � , o.H g �� o, � � � � � � � � � a � � , ; , REFERENCE DRAWiNGS �
<br /> ; � S50017 I I I II II 1I I si� �o o� II II , ,
<br /> ; i � � � I e � � � � � � � � � � 0 � � � � ) � S500-18 � � � i
<br /> ; � � 6� \ I ; � �� FOR EXISTING HOT HOUSE SUBSTRUCTURE,SEE 40-025-S553LG
<br /> � � � � � � � � � 0 ( � � SIM � � 0A � �I �� `� � �
<br /> � � � � S500-18 �` � P•� ' I � 2, STEEL COLUMNS ARE W8x24 UNO ON PLAN
<br /> ; ; , !
<br /> i ' ,� S500-17 � � � � �� �,\ , '' �'
<br /> i�__.__--
<br /> I I Q, \ i
<br /> W8X24 � I ( I ( 3. FOUNDATION HAS BEEN DESIGNED FOR THE FOLLOWINGS.THESE VALUES
<br /> I ' P�� S500-18 � I �
<br /> ! ! i TYP UNO W8X31 W$ 31 \ � � ; , SHALL BE FIELD VERIFIED BY A REGISTERED GEOTECHNICAL ENGtNEER BEFORE �
<br /> � � � � I � � � � p� �� �0 ♦ 3 j ;, CONCRETE IS POURED � •
<br /> I i � � I I I I _ � � _ V� � _ _ _ _ _ _ _ _ � � A. ALLOWABLE SOIL PRESSURE=4 KSF �, :;
<br /> � i B. MODULUS OF SUBGRADE REACTION=250 PCI.
<br /> ; ; — e � ,
<br /> ' � i S500-18 C � � � �� �\ � .
<br /> r, '
<br /> ; i i S500-18 � I I I I �0 O� � � 5, FOUNDATION SUBGRADE SHALL BE COMPACTED TO 95%OF SOIL'S DRIED
<br /> i I � � I I I I I I I I I I I I I I I I I I I I �� , 'i DENSITY.
<br /> ! I li II li II II II il II Q ' i � � .
<br /> � � 3 I �I `� � � � ; i ; 6. SEE DRAWING 5-452 FOR DIMENSIONS NOT SHOWN
<br /> i I `t II II II II II Ii II it 3 ;
<br /> i � 6j S500-18 I I I I I I I I I I I I ( � I I I I � I 1 P 6j � ; � 7. SEE MECHANICAL DWGS FOR DUCT CONFIGUR4TIONS
<br /> � ( i I II I � S500-18 ;
<br /> �,
<br /> � ' II II II II II ! I II 11 �° �
<br /> � ' ! � I 11 I `' i ,�
<br /> , � �'- I II I I II ! I II ! I II 11 ����' ' ; r
<br /> i j ; C /, ' / � i
<br /> i
<br /> j S500-18 _ ._ � —� — — — — — — � — f � � � I /� ���t���:
<br /> — � — — — — — — — — — � I — — _ — � — — — — — — � — — I — I�.V �r• .
<br /> i . -
<br /> i � '
<br /> P.J i
<br /> ', i � p I I I I '� %� ♦ � ', � ,
<br /> � � p TYP W8X31 VV X31 � / / SIM S500-18 � i ' �
<br /> � I � � �� I � ( � 5500-18 �/ ; .
<br /> ; i S500-18 P,J �� / !-----� .
<br /> S500-18 / ,
<br /> � .- - --. C I I I � �
<br /> i , I /S � � � i
<br /> � ,� � � � S500-17 I I I I siM C �� �i � ',
<br /> ; .,
<br /> �, i ( ( � � ` _ � S500-18 �j / P,J �i ;
<br /> � � � � � � f � � 0 I � � � O � � � � � � I � � S � ;
<br /> ;
<br /> � ( i I I � � f � � � � I � � � � � � � � � ( � � � 4 /5 �� �� I � � 0 � � � � �
<br /> �I .
<br /> I � � � � f � � � � � � f � ) � � � � � � � � � / � � � � S � � � � � � � :-,�;�'.
<br /> ; I � i i ii ii ip ii ii � i ii ii i si i � � � i ii si � i � , ; r.. .
<br /> S500-17 � � � S500-17 � � �
<br /> '� ; � � II II 11 II II II II II II � II I � 91 11 11 II il � i i
<br /> � � � I I v�t X31 I I � I f � { � '
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<br /> I � � P,J �
<br /> I � � V � � � CO � � ! CO �
<br /> __� ` - _'_� � � .
<br /> ----- -- S500-17 N '� L,`�'
<br /> �
<br /> T/O FTG EL: -8'-7° � �
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<br /> ---- � — - -�I
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<br /> ENLARGE� F�UNDATI�N PLAN � - "�� �
<br /> SCALE: 3/8"= 1'-0° TNS10-1 S450
<br /> TNS10-24 �
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<br /> �l�'� �J� ��1���`�`�
<br /> ��OJi��1��G� ��".�� �'����`� � �
<br /> 0 2' 4' 6' 8' ��
<br /> SCALE: 3/8"= 1'-0"
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<br /> � V 11 �� T AD n D www.brph.com Copyright o 2019 �
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<br /> (Andrew H.Miller,PE)using a digital signafure and date. � - > >
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<br /> andsea/edandthasignatu�emustbeveriCedonany 5700 North Harbor City Blvd�Suite 400 Certificate of Authorization
<br /> e�e�r.on���oa�e3. Melbourne�Florida�32940 �
<br /> Architecture No.603235512 �
<br /> �r�I n� . 321-254-7666�321-259-4703 f Engineering No.3137 n
<br /> �
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE �f DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE �
<br /> ��,� �� WAsy �,l ACCEPTABILITY cMECKE� 04/26/19 ENLARCED FOUNDATION PLAN �632z 1 04/26/19 � . `��
<br /> 0 RRO-WBJ Perm MCS-P3-Issue For Constuction BEL AHM 02125119 A f�'ti,v �M�IIe � � THIS DESIGN ANDIOR � :
<br /> '� � c> HM 04/26/19 sHEET :.,.;
<br /> � � �, � SPECIFICATION IS APPROVED 6 .
<br /> 1 RRO-WBJ Perm MCS-P3-Duct Revisions MTF AHM 04/26/19 � � /;y-r 'f� APPROVED BY DEPT. DATE MTFINEER 04/26/19 TITLE FACTORY TRANSFORMATION-777X Wing Body Join � •` •
<br /> � CHECKED ��0 ��a/�� � .; ,
<br /> �� J �FC 9���� �� APPROVED �U I L D I N� �U I L D I N G 40�'2 5 �oB"o. 1/�015/2899-825 coMP No. G
<br /> FSS 1 STE G�� APPROVED OWG NO. a
<br /> �y � ��NA � E� ��1� STRUCTURAL MASTER BUILDING 40-25- .
<br /> �mm fxp.March j��
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