The URL can be used to link to this page

54 W 10th St 2014 new metal building -_ : I — ! I I I I I � . I I I� I I ! � I I I I l --__ I- I I � - I I . ,, I c . I I . .. . I I I I I � � I :, � , � I I ,t i � � I I I I I � : I ) , I I . , I I I : I I I� . I I I I - , � '! i I I I I , i I I I I I I � I c I ! I . . I �i I;I � I Z� i I I � I I I " I , I I I, 1 � . , I � I: i I i I ;,I! 1,� I i� t . �t; , I � I I, 1 I I i I 1, .1 I I I I I I 11: I I I l : ,I I � ,1 . If I I . I I I I I, I I . �I I i �I I I !t� I I �� I �i 1 , �I I I �� I I � I ! � I - . 1 i � I � : I :, ,,ii ': III I I . , I I -, I . , - I�� I I I I I ,� I I I ,; I � I I ,� 1, i- � H, �� i I I � � I1 :! � I ��I: , I� I i 11, t �:I I� I , t I I t i I I I - ,I I I � ,1 ,� � � I I I .. : 1 � 'A I� I�, I- �,w, ,�,, � i ! I I I �, � 1 �I I � ,; 1� : I I �. � ,,,,, � Z, � .i � �, � V - :, �� , 1�J :1 1 � � ! f, II ? � i 'i:i : I I � �� !� 1 , � I , I I� i I _t �IiI I :� I ,, I I I I I I I. � ,��:i , ,II I�il� I! �I a t , I � I I" , it �I 111� , I , I �i t I �� I �, � I� , �,�1; I i , ji; l- !�; , 1 IJ I; I,� : i� I ,':�t I � I - �it 1: , , , , : � I 1. . I i f I �i i 1!i, I : 1�III I � I i i I ,i it I � 11 !"1 t, � � 1 I 1 �!, I , 4 � � ,!,I � �I i i I[; 1 1 i I ,,I�� ,I 1,I I,,,, � I ��,� I �,� e I i i , . i �� I ,11 � ,:�I t l,; � . - � , I 1,, 1 i I t 1 i I I � . � I: I I �I, I ! I 1 I I� 1� f I I . ,. I � , ` 'i�l ;� , " 1[ , i f,I� ,_l ,� I , r , ill! � 2 I I 1 I�i �, I i , I I I ,P i�l , � �, tr I i I 1, � . i . 4 I llj�' I I , 0�;_f" -, :� , I I � � I . - ; . �� I �, I 1.i"I� I, �, I I i I 11 : I I I 2 � , I I i� I[�i� I;I I �� 1 1 1� i, I 1 ,,, , � I �� ! i�I; ,I I i I I I T, I . t : I .9 I I i�! .I I I I I � , :I 1 I � 5,; I 1, I I ��I ��I I I : I I I � I . Z� I : I ; ,,� - !I t 1 � i � I t :I I � I � : � I� I,� i i I i [,I;� : I Z I : � I I i � � i . � Z I � 1 I I� ,I, �1 � :I l I � I t I� ; t, I I I I l ;�I I I i!, 1 1 i I, I I I I I I i I , : � ! 7 i i I I I�I � �1 i, I I I I I I I i I I I :I� I I i- : ,!1 I t I� I � � I I . - . � I �: , � :;�I i, � ;I I �i�. I i i I I �I I .� ��1 ,, I��:� �11; , ,,` ,1 I,il � q,3 � ��, , ,,I , � - 11,�, �� ,I I I I, �1�: 11 1��, � I , i, I I I 1,t;I I . I I i i i: , ,I i,� I 11 � I I : � I I- , , I I � I � I I 1 , �� t,,, 1 4 I I I I �, , I I I E i, : I .. .. � It I ' ' I ,ii i' ' 11 I I 'i I 1 1, I - 01 I I 1 4 5 � . -- --- . I � il I I �:r I ,: 'I i 11. i! � �� I � �-,I � I , I I � I I I :; I .1 I i I 1 2 1 1 7 I - . 14 f- -) , "t, � I I i I I I I I -�� : ��,i T,i,�I��! �l,li�,��ill � I o,, , I I , I - :,i,_� '"" �,;I�1,�� 1',,!�- I ,I. lI� i1i I Ti,-- illiIil��,�`I ��11 . l I I . I I ,''�: I It: I I I I I � I ,� � J I I I I i I . I � "I I - : ! , l�;,l, lit I I I I i I I '� I I I 'it 11 It ,I� )i I I I 11, , I I - Ill 10V ` 1 41 'I'l I 'll I I I 10" I I'll ,(I � )Y� l , [ I It i '' � .. I iI,11, i I I lki� ,; I I, 1 I: 1 I,�, i � i� ,, ","�,,,,I I,,,I I' �A I "I" I I I I� ,�ji , � i� I ,�, I,, I ,1 I , I 'l !-�I'l '-� ,�,�I,I_ � I , , I , x � , l ill q ; I "", ", � 1 ,I": 11 ,lll ,I I 1. 11 I I " I "Ill ''' .1[ , I � I -1�, ', ,,, I I l( ,, ,�,'I�',P_ I i '' � I I I "',I . "t ,, I ", ' I, , , ,�', " ,It � CIO It'i I I, � , , I, � . 1, I l, , - , , I'l , i li '', �, I, II I 1,� if , � '. I I I ,�,,� : ,' '� ,, � " ' ' , Ill", il I , 'I � , �f,i , I., i _ :11 JASON CANNING C i I , I, !11 I , M ill '' . - : ' ' ,I ': :,f I �11.i, � ,, , " .' 'll I '' . 'J I ; l�', , - ) � , i:�,, � IiIi I , , ;',_J`�.:� I v . I 11 , : � � I�' " ,jIl " ' ' i 1'1� , � ,, I'I�, ' ' , I I � 1 , , I , , 1 . - 11 ".�I '�,� " i��,Il 1� 1 i , jl,'1 :,, , " ,1, i 1,; . i , .�� - "'"', � `t - . ARCHITECTURE PLANNING INTERIORS �� , I I I : I . i� 1, I" " - � ,',!'i , , "'.�, I I I'll '� , I ,�,i, f �i � I I I, ., 1 ` , I , , . 'I I 11 � , I � : ii'lil l�,,t,i� � �,,,'� , I�i ) ,-� � `�,,, It I i I - I I I ��,Iil � � I III I ;'I......�,,�..."; I � , - ," � i�� :1 :�� I III , I � jI , �� "I , I I I 1� I I � I I I I I 1 , "I'' 11 It 11 I it It i I il Ili � , �i, I I I 4 1,l f I� �� ti, , , I 1 � � � , C 1 : I. I i ,l!�i I, I : I i, I! , I !!�I I � . . � I I L� I 1 �, �l I t 1, I �i� i ;I, 2 1 I , I I . � [,�': � 1 �, q, 1:I � 1 1� .��I I I I � I : ji I � � I I : ,I I . I I I., I I t i I I 1II I i �I�: I � ,l I I , I , !�� , l ,� !�,� I � I I I I I I� I � I� , ,� , I: ("If I I I I I I � 11 I I I I I , I 9 I I I , � I /11 � I I � I I , � i I 1: I I I �i� I 1 �I: i I : I � i ",,i I I � �I 1, �il i,I � i�i , �,�,��I I 1 1 1 � � I ,� I 1. 1713 Furman Road / I I 1 I A 1 1 1 �l 1 3 : I t i i : 1, :I, I :: I i: ,� 4 1 . I t I I 5 1, I I! !i," I . ,I I 11 t I � I I I ii ! I , , I I �; I � : i l I : � 1 I : � I I � I � I I , r i l �� t i ,; �� I I � . I� 1! i i � � il �: I� I i ; I : I . � � I i ,! ., � 'I I I I I I �,� I 11 .11 . " , 11 i I ,: I'' : :� i , : , NEW METAL BUILDING Jacksonville, Florida 32217 0 I I I I I . t , 1 1 I 4, i, 1 . . .. , !I � :, 1[ , : � , I I � i I...4 1 1 , i , 1 - '' i , � I . i i III: I t 1 I � I� ! I I I � I � 1. T: 904.755.5589 � I I I I ,�,,! � I I 11 I , 4 il .I I : I :� 2 I il "/"I I I � � I I I I � ��, , , � I i � it I ) -�"I! !� �� I I I I I I : I I � I I 1, I I I 't , �l t'. i ,I, �� i, � I :i;� , I I I 'i . . I I 1,I I z � o I�1� I I ,� "3 - i -, ,l I 1, ,� I 1, I I I 1 i I :i F: 904.406.7227 ,'In I 1, � - I I I 1� 1 �: I I i �, 11 : I; i � I r I I t I 4 ; I I , i I I I � I /' I I i , I 1, ,� � 1 �`; I 11 I 1 I � � ': i�� i� ,I I " 11 I � I . �� I I 1-h Ili i .1 � I il i 11 I I Ill jason@canningarch.com 511 �� , I : I i I I I I I ij I I � , I i I I , ,�, I � 1 I I! I ! . ! I !I 1 t � I I I � r I � I I �1111' I : !ii� - �3 i I 1 I � W , �1111 ,I I ! 1, , !� � , , I 'I I I :� I . I t � 01'1. ll I 11 I � I " � I 4 -_ " ` �It �il , ' r 1 : di 11 1 I 1 . � � I FOR 1 .) 'k- , , , I' , 4�1 1 ' 41 � � , I , 1� : P : ,. � 'ibI!l l�, I II 12 I . ;1 i 1 ! I I .1 - -7 � I I I � 1, ,� 'l i I , I I , i I i�, 'I it ` I , ,_ %.. (D I I � I I , , I 1 I , I I I !: � I I I I 1 i: I I � I . 'L I i I It � i I I I I I � �lii I, v! : 1 `4 'I , fl, 1 � q� I! � i I I , ! l - I I I ,It t I I: � I t I ,!I 1, ��i I'!; t I � "I! � , : i� � � I. [I � ; I I:!; I � I l 1 Vi � "')- I :, . I � :, 7 � I I, i I : , I : . - � , 1, , I �i , I , I 1 i I . 3- 0 � � � I , j2 I I 11 , � � - -I 1 , ,� � I I , � , � 1, � ,� lil , I I it I I � � �', , i I . � � :.A W� -_ � � 'I' , ; ,,� it I: � �,! it I I I ! I I i I .1 I� I I I , I I I 1, - 0 rt I I I ,i � 1,i i I �J 1 � i ll 'I : I I 4 I �I 11 -Z � Ill I I � ,: 1 � D I I 1 il I PROJECT ARCHITECT i ,i, I i 1�11il_ ! I I - � - " If i I , � , i",�,!, I li i � ;A. �F,E I , , I !II � i i �!� I � I I It � I i I I , D 1, I 1 ! I I � I, , , 1 , � I , 1 I ", I 1 I I; 11 I 1 �I , : � I, � � l� , , �,iI � i ,,,, , it , I I . , 0 � , I I � � � - I . I , ;ii, � : , , I I 11 � ; 1�11 I 1 � I I ��,�� 'i �,� . I 1� � . I t::� I I I 11 I , - t , � , I, r �� I I l i I I I . JASON T. CANNING � I 1 i , , M,r " . e I i � I .� . I 11 1 '', : 1,I "' : , I: I , I I 0 ,, Z I6 I � , I I il I! I 1 I 4 , � � - . - � 1; . I I � �l I I I I ti , 'I! I I � . I I 1, �, I i . i I , ":l I I I i I ` � , , . I i, i , � I! � � I I I � , I 1 I I � I : 1 1 I � I I �td `II'd 1:) Q Q I - ", I- I I 11 I , � I I- �� . , ,�t I 'i : ! Iil I � III u � , "I . , ,, I I i I, � �,i� , � :I 1� � 1 1 Ill I i I it ?11�1 , k . I I -, -1. , I I I i I 11 q 6 - , - 11 1�i, L� ,_,�I, 1_�I I �, � , e I,k I I � 11 I I �� _ ,liv --"",-_ -, _� __ I I �, � �i � 11 �I!I I ii: i 1 1 1 1 1 1 PIR �_4 ,I . `1�1 - :�� i I -1, ,;I ,�� ;, I i i 11 , t 1, , �,i� I I I - , I I I I I 0 .- � 1 4 - , �3 I �I ! 'I 1 1 � I � l � ;�1. " , i I I I I � -1,, � I , 11 , I , I I I I � I i J i I I I I , r-, _,', � -_ � i. 11 1. 11 � ', �� I , I : �, I "�, � , I 11 , 11 '! I . I I [� � i , I� � j,!� 11 I 1 I�i I I � � __ "1111. . \_1 � , I I 11 I I � !I � I I � I , I . " I� I I I � t i � I l Ip 14 � , , I " I 11 I - � - - 11 I I I I I 5 1 -,,,, , , I I " , �2 1: 1 , 4 i:, � 1, III I . a 5 0 I � r1111 ", �, � ,� ,,, I I . I �� ! I I I r i� , I ill, 1 I I I � U �,a�t,� ,6 I� .�111 %I, I � I �,�� , j : ; I I I � I i i ,� , � i i; � I I, : i :1 I` � I , q i � I . I I � i � I I . 3, 1; I I ,I i� _Z1 .. I I � � �I 1 i I- I . , I I I , i; �� ii �i�l i � i �� I 1 j-4 1 1_�� - � I � I l I I I I 11 I i �I lit ; 1� '[�1�i 1,� "Il I 1 i I I i c � � ! I:� , I i, ,� 1�11,I :1 :r ,� li, i k it ; I � I I I �. .� ; I I I I 0 I t�; � , I i � ;J I .r�, 7, k -- " , �� I ;o i! li, , : , I Ill i , __ , ,I �t I - 1�, 1; ,I � ,, I � ijj� , ''� !I! I ,i�, : I �1 I I. :,I �h��.I,� I I'l lid � i'i � I 1 �I III , I 1% ,q- 7-4 kil \. 'I..,;�') t 11, , I i _1 - I I I, ; , l�' P � �� ,I� I :I J : ! I, I - \�I . f I i I I � ' I i ��4�; i I, I � , � I I I I I t I , . �, - "�, I I, !��i 1 I 5 I 0 * � " ,I%-,I I . I ' I I I� i � I I � : � I ,� : f 11 I ,i�.tw I ,', 4 � I I I I , � !I I I ii Q,a ,�., ",? I I I ,I ,�, , , I i�! I I ,_ 0� , I �, I ; : I I I <)W 7 , - 61 . I il , , �,,'' ,- 1, I I J I�, 1 ; I �1� , ) P - I 1 It I� I � I - . . � 4 L, I, I 1� , I I�,il I 1 I �l 1 1 1 �� , � It, It I . . I .1 I I� �� I� i � I I " i 1, I I I /I I . I- ti�i ."� t'i � . I I i �: I - , I �: �t I �i,I I I I, I 1� t, : I t �. I - I ;Ni , 'I I�I, I �I , � - ,� :"- � � i I I I , , , , �,1�I , ';j I y i� I I ,I� ,l, 11I, , � - M N � -- ,I,"," I � . i �l i 4 , 1 � I , I 1! I!I I I il �, I i I I �;I III .�itiil flrj P 1. , �i i i A li�I :� I �� 1- , I I I , , I , , , I � I ,,,,11 I ; I -��*. I" �I I I 1i I �I i., � I I ,I : ;I� �" i I i � �� 1 1, � �,'i� I I I—- " ) I I i ij� 1, I 1, , ; � 1, i ; r : T D V M NT I 1 - .' 'It ; I' . J : i � I 'I 1;i ��,� :` ;Iliffl! i� ! I I , 11 I I` : �I �I P� ; "i i; I � 9 i I � I �l I 4� 1��t I. i 1 '�� I , I . I �1�1 . F, !I , � I � ;I, 1: I I �\a� , loo/V � l , It :i, i I , �� I ii 1 1 U . ,�- I . I I -, , I ii I i I r 1 i ; !! !! ! I � ,: !I �il i I " r I � I I -1! i_4 i i 1�It : I,;,�r i t� i� I� i I, , I I i � � � i !I I 11i FLORIDPA'ICENSE NO.AR95310 , � I 'd - i� 1I ]I I ': P_ Z I � , , - , 11" ! I " � Ill I��,, I I , � � il 1 I I,, "III ! '', ,� 1,11:,iIi �! : , I � I I I �I I 1 " I I ,I I I 11 I ' I, I I It , , I I ,i I I Z, i �, 't ; 1p� . P, .1 I �, I I �1 41� I I 1 1 I i I 11,III , I I , ", I I III I �, ii I �i I 1 !: � """I � Ali " i I :� ,;� i-I :i,i I�!�I �I� I I �l i l i " Li I � I T i�I ,m , !� Ili ,�', 1;� I I I , 'i 1 1 4 , � I I I I � � 1 , I I I I , I� 'ir, : � 1� " I,� 5 I I I I , i 1 [4 [101 i�i ,11 I . � � �l I t I I , I , ; l 1 1 1 ,,4 �, � .,g, 11 ; I ) � 1 , I, :I�� I':i I it l I , I'll A I I I I ��'I�,4i,j!� l� i, I . -_ `� ('i I � I I ::I, �i i�� I I I . 1.I, I I � i I; I :I �11 1; ` I I � I I ,I I �� :i: � I I H I I,,-% ), ;� 11 I I it I �i ,, i I, I 11 it I 11 1 �; 11 1 1 1 — I'll� I � I ' I :, I � 1, I iiii I 'Ill- III i I i, � [i I - I 111, I I I �I i�it I I I'':11 , IIIIii 1� 1 �, ".1�I I — I I I , � ' . � ,, �Ji I I l I I � �� Iiii I I, ':, �! I � 1�� ,ii , , �'I � r I i�, -I I J 'i I . : �_ ii ii I , � , 1�� il ii 'I,I ii;I I ,, I ii I I . I I � � :1 �i ill l� V. 11� , �Id�: � i 14 'I M III, dili Iiii ill 54 1 OTH STREET WEST I 0 I) I 1 4 . i I'll, I f ,I I I it 11 i I - I I it l ,� i ��o ': 1 !:I I i I I i 1 1 I � I w�) i 4 I I I ., I � I � I 1 II I I I i �1 I I I I �I , 'I I - i 11 illi 1, I I I 1l,ij � , i 1i It � ;, : � I I . I I Il I fit . , 1:i I I it 1 1 I I �! � I . N i 1 l I � , I it I 1 - ( I I i j ,I I I I A I I;� i �i1i�'i I I 4 'I, , � i�� 1��I! ;I � '11i, l l 1� . 1'i: i � 4 11 . �,�I ! , I! i � ; I I I /, i I, I I � I . it I I , v"I I 1l � , I I ,, I, I �, I . .� f I ��'Il ,,11 ,[I �I I Il it � I� I!, I ',/, I . . I!:�I :1,-�, 1!�� , i i � 1 I� I � 1 1 �I I I I I I I i i� ii I� �: . 4 , I �! k il�AI'jh Ii, I I ,! : � , I� , ji 1 i,; i'' � I I � �` I I I 1 j� '�J l'i 'i I i, ,, I I , ti 1 -I, 1�� 1� i i��I I � ,I�� ,,I ! i� 1-11'.."; I � I � I J��,i!:l 4 1"i il" 1!� :; I,, i;l i, I I I I , ! `�I�l 11 I�,� I ,� �, 1 � � I I 01�111i ;I , .I , , 1 1 1� � �I � it I It ) I � I I , I ,It I � ,I i� I �/1111 , ( . �t��I! i ,� � � ,� � I�!i�, j. _i I t , � 1 1 I, ,, ,1 I ''� I I I ,i �I � I 11,�, ) " I A I . r!; �il, I � j�,�'i � I I 1�l I��I i��i I t� I I !i,it I � lil I 1� � 1 , Iii : I I 1, I �l IJ ATLANTICBEACH FLORIDA 32223 1 ' ' �� I , I � , i it ) - I " �Ilizlt lo,: 1, '�,1'1�1 , � l�, :, It 114 1 1 . l - W !' Pittl'i � , 'I'l jlll�i�iillijii , J � il� i",! ,�lill' '; � i � ,: , !�,,�, , ,, I I . �, I I , ,I I I I , 4 1 I : i , I I I I i, , I E I K I I ir /,. I ii i, � JIJ�;,4,� , I �ll I l'i 11 I,'I-,I ; I I 1 I I, . I I I I I I I I I,t 'III �1 I,",I 1, �i� , � I I I Il,� I I , I � �,�,, . ; ji 14', � I ,ll I�I�:,I 11 I li'lli '!I ` `�I i� �Il'l� , I I 11 I . : ` I, 'I l I�11 It I I I - I" 1�,, I,I I I III i � i I I I, J I I ,1�1 11`i �I I 1 1 f ,. , I I � !� [I,�� I i ,1 � I � , I 1, � 1I , IIII, I I I , ,,�!i, 1�I 1i il , I� C, I I � I I 'I I ;i I , I I 1� ;I I ; I ,I I l i r 11 I I 11 I Ill i, � I 1, ,� f I . ,l, �pi " I 1 1, It, I i�l , I'll" I I , , , I � I" , 1, �: ; , , ;� Iti"�" I I III[, I�I I I �,i;�' I �� , i" , I t � I I ! t I I � , I'i" , , 11, 'I I'll it I li I I I,I,I� , , It, I � I � . ,I I I I I I ��If',I I 'I I��"I I, ii!'i I 4 I , , I i I t I I 1,,, 'I, I ,[,,I I ,I , �I � , " � ,11 I �11 I II,, �� "I I,4 1, it� , � 1 1 I� I, I I I 1(1/.I I I I I� I � I�,It It I i I I I - 11 � , I I I ,;! IiIi I I , , i III, it l� I I it I l�� I I I I Z I i [I I I I . I l�I 1`1 i,l�I : I I � I I : � , ;1 - 11 I ii',I I ,: i ill , �I i I I it Ill :� � ; I � , I I I I,�, III, t I,'I i 1�1 I I I I i 4 I' I',� I I I I � C I I I I I �, I....it M I �!��Yl�l 1,� �; jjj��Il�!� I t I I i � 1, 0, I I I I. ,11 III I !�, I . I , , i.� . i 1 I I I It �� 11�: I�,l,111, ili 11 .I i�;I it � � ,,,,, I il�I 1. I'"' ,l i I I I ,I �I I i it I I I ;� I , it, Ill, 1 l. 1��!Ill,I 1, I'I �1,' il�l 101 ,, I I � , , Ij 1, I: ,� I , � J , , : I: it , I i ,ill C.1 I 4 � I '' l i�l I III � i I I I I I ,it I — � \.. I I . I �1,I I � � i'll ��I (' I I , I,I : I I I I' i'll 'I il I i 11�li� ill !it lll:� I 1 11,! i I I I ,il�Ij i�Ji� i i,I I I I ''I� ,It t, 1,;I:l,'�i 11,t' J I]l I''11 I Ili � 4 �I ;ji I , ;�,; � I 11 "I; � ,,il ll� iill,41:`�� I � �ir'I I I I �-, " ��l Ili,��Iil I l' I I It II 4 1 1 , I ''I I I I I,,I Y I "i"'I It 1� I III �l "I',j,I' ti - I � I [, � . �IKI ''N." i Ij I�I �:% I I i�I Ii i I'l , 1, ,�11 - I 'it, -1 !I , I � , i, , I t ,, /,� . . I . .I , I I I .11 i , I I�Ilj, 1;I I'I I]I, I I I :� ��!� ,, I ! I I 'i'l,)[I , � � j ,1, 0 I I I I W I 1 ill f I I .1 "I', I 11i, , , , IiIII � - li, j l ] � I I NOTES . e I 11 Ili I I iII, l , l'f I'll , � 11'� Jr . I , ill � I , ,- ,�, l . I � -I"11 . I I-- — �:: � I, Air""It, � ''illl c i I �it ,, 'I ! I , ��i � � I I I I I III i ' 'L i�l. 1, 1,tii ,;,�I J I APPLICABLE CODES SHEETINDEX 1" I � llnll:i�,flli , II I, 't, I hl" i'l ; ll� il , I r -4-1 I I : ,'I I I 1 .11 ,I , I 11 � I 1, "!",�'';i , I 11I_1, . . I I I I _1 , PROJECT TEAM I I I 11 il I it I I � I J, It" 1, I I I : it! � �, l� I �0 I �:tj I " , , , li ,'�' ! i J�l , 11 �T�l ';1:IIi,I , I K,� I I I . Iil I I I I I I 1 1 �I � 1." ,1 1. . '' I . . I 1! , �t �li � I 24. All existing trees to remain shall be preserved and protected. , I �1111! I� I , l lit 1� , , I "lli" I� �! ,'� , , I , I'� I , / : I 11"li,�1 1'iii IiII. I 11 , 1 I I " 1 It 1 I'll I 1 ! � ' I C . � . � : I I I I, j�ili, ll,,11�i : I ,l�! ,� [I��t I f�� I I,,;I �11 ! iii ,,t I 1 I �l�� , ,Ill',i : 7�1 I I, t ;�11: 1 1 All consluction shall be performed in accordance with the approved plans and comply with all standard city policies and I _/, - I I I I I � , l'i ili I 1 tl,I,I, I I i � I , 11;1� 1, It l Ii I It:, C prai City approval is contingent upon any required state or federal permit approvals such as those from the . � , I � �i I,,I , I'l I, Jill, , li-111i,I� I",� I !,I lill , i I'�, 11 t "'I 1� litl I � , ARCHITECTURAL SITE 11 , -V ,I!'! 11 I It I ' ' i I,I 11'' "I 1 —i it lI , ' ' I` ' ' '11�1 I Ilii;'' i I III �" I I II�llf �i� � �l �11 � III ii�,liit, I, I I it I I 1�1 il, l:"I"I li, iii t , 'I I ib , 'I I I, 11 i"I � ' 111 , �,'',I , I I �11 - 2010 FLORIDA BUILDING CODE: BUILDING Departmint of Environmental Protection or the St.Johns River Water Management District(SjRWMD). 25. Burning of trees,brush and other material is prohibited, I I � � it 31 �,I li� ,�I, I It� I ,I l � ' 'Ill 1�il,r 1 I ill I , 1 i I � , � ��it,li�1,,I;, ( � I I Ili V i�"ii 1,I I �'i �1, 1, � it I 11 i ' 'I '' I I I il 11 ,, I! � 11 I I I ,' 't'l,I 1II il 1, ij'lli�l,li,��lfiji� :P III I 'I�I�i� Ii'vi ,,,� I� [� "' 'I 11 �, d1i I I � I J�� . , I t , I i I� i 1,, 1i I I I it � , � . 14 _.) I i � I I I I, t,1�I i , , 1�1�1 I I I ,I�, I I I lit 1 I ) ItJ ITIl l , l'i ,, 1 . -1 � l" . I � I ,I,j,,i,�I,i;, i , "I , , ii I,,� It ,I . I ,4 , I , 1 ,I - li 1, -t I I it Ili![I - 26. The location of all existing utilities,structures and improvements shown on the drawings is based on ,�, � I I , I I 11 i,�ii,�l I il I,i it' I il� I Ill "'III I 1 " 11' t I ti, 'I: � G1.0 COVER SHEET / PROJECT INFORMATION I l,"iI, ;IijN+IJI' I � I 1: �l; '' I � I I ,I I i I :t I ,I,, I I - , ,I I 1 ill I � � 1� I lit I . , . I I I I , limited information and ma,,not have been field verified. The locations are approximate. The . . flyyl�il)il ii,114 I_1�1 i-1 fl'li`!��]' � i,h J I � �I,,�I,,, Ili 2012 FLORIDA ACCESSIBILITY CODE UTILITY WORK , ,I it �I' il'll KIIT ,,lt It �Ii�,'IV, , w I �, ,� , 41��l lill I ,, , 1 I 'I,,,, ii, I ,, I 1 � I I I - JOSEPH D.JONES " I A I�1'1 'I � 1 , I 'it 11 01� il I I,1'. I I, I �i.11, IlV I ,I, � � 1 I , , I � I, KI I i � �If 4�,f � I 11 ,it Plan approval through Development Services does not include utilities.Proposed water,sewer or electric VII "ii ov It 4;i,�` , I I, I ,I �, !I �'l Jt'i,I � , i, � ;�Z I , ,l:,,�,�il , �i, I'[�� I il,," 'I I , ; �`�,� I I, , I � contractor shall notify'respective utility owners and field verify locations of existing utilities and I I � , , �IV I ,'' ', ? ii,,�Ilil, , " ,I 1, i�;C l"i B1.0 SURVEY . - I :� I �,li,,�, . I �,�;ti,��,i'�t i,� I " 11� , i�l "Ill'i,1, ,:11�, , �, it, 11 I Ill 1, I I I I I - , 11 I� I� I I � � 1 Ill I � I I jI i I I, " 1.11 it �11 I I ,,;I I I I , , if,I I,' - 2010 FLORIDA BUILDING CODE: MECHANICAL construc ion must be approved separately through the respective utility company. _'t i r to commencing any construction. If the locations shown are contrary to M&J SiTEWORK, i I I , - I lit,, ,Ili lj� ,"I�l J I, l�I; I I 1IIIII I !!4,I I 1�ti ";., i., � ! 11 �i I 11 11,11, Ili:i,:,� � � : I ,NiIl�"111 other improvemen s_,��io 1!�,p I I I; 't I I � 11 I � .1 ill t !I � t , , ,: 1� � I I 3 1! I: : I; I I 11"I 904.334.9702 ,/ � I � I 111�],l �! .� 1i I �: I � I , , I � :1 �!I, I , I it l 1 � ! I 1� I i � I i l'u 1 1� '' I ��l � the actual locations,th e�'ciontractor shall notify the owner and engineer of the discrepency. This ,""I",'i 'I 51I :� lit � �i, l I 1� ll I� " � I I 1 1"i I,!i I I I I � � I , I 1 1 l I l!I ` �� J� � 1 Il " 111 11, ,, , ,I , 1 �,, , I 11 " III, I. I ,�,��;,I . �Il 1,1 !P 11,; 1 1 I AO.1 EXISTING SITE PLAN GENERAL NOTES . discrepency should be resclived prior to construction. The contractor shall exercise extreme caution I 1 , 11, 11 I I I !!�� it I � �,'I Ji, - 2010 FLORIDA BUILDING CODE: PLUMBING I " J . I I it 1, ) I l�: ; , : I; I _I I I , "I I I I I �1 ��1 l � �,� l� ��t � i I I I Ilirlr I III, ilij, I it I ��I,.i''I� I" � i I I I , ,I� i I i I - � i I I ' l - I I ��' "i,It, , l,� l! t ' 'I ,q, I II� I: I l'i''. I� It 1: I, ;11 - '' Y',;'11� l�,I'', 1 I� I, I I - when working in areas near existing utilities and improvements and shall be responsible for and it, 1, I ) " � . - J� i�j�,�I i 1_1,�l I 'I ( , l, ,I i - �, Il �I I I I 1. " ty "I � i , i I � � I � !Illli:,�l All work and materials shall be in complete accordance with all relative sections of Ci Standard . . , 9 i �I� I li,h .1"Jill � � ii I, � AO.2 SITE GEOMETRY PLAN shall pay for all damage made to-existing utilities or other improvements. Prior to commencement i I i 14'lt��I i �,�i'11�� ,i I i ( ,,I I l I , � , '' , ''I I I I Il " _Ii'i�; I lII 11 I"I'� . I I" �jj,l I III I I I,� " ,� Iili� I I ,. i � , �, �, 11 ) I I I,I 1";f , , I'll'i' l�"ll-I t ;, I I'� - I , 1, I I ,.!,I ; �"It"I i I"1 1 1 1 !, ' 'T it"I'vIt'l [",",� 1 'I'll v I �� - 2008 NATIONAL ELECTRICAL CODE I � I , �If:' P I'll t it ',,I ,� III � �,�1,,,� I il , I , li�;iij�, ,� i,�%�II;I!;, ,�,I I � ,o',ti 'l,IJA;,I I I I � III , I, , I I . ,A%11�1. i � on'ract , I I !`;�Illl,l I it!" l I 'll jl,''il� I� (,�[��,'i`,�il:li � It� - � I !.I, �i I Specifications for C ty of Jacksonville Beach,Florida", (latest revision)and all current city standard details. � C.,- I i I , i 'I , 1,11 11 N "I, ;it, ,1',,i" ,�,Il ,,0,�,i li" ill t I ''I 1, 11 l, �I I l; I�,,,,I I" � � 4lil",,�� A of any construction,the c or shall verify all grades,inverts and type of material of existing . i 1 , , I II III-, , . "i-l-l"I" ,I .;I ��i I ,'.1�I I lil li'l it ,� � ," I 1� . tt � I �, l, �,, ":I,,-��...... I I I I . , ,I?,V;"I-- ill[ 'l, I'll ��),�4�,:,,,,iiu'l 'i `�IIII��, ",� I��pT, , ch he shall connect. 0 1 I., ,l , ,;,"'Ilij)''',�l, ,� � I`I"' '' 1.1,,,,I !,I ., , , - , I I I It :"�, ,- III,it�[�It 'I I�I 11, ,I�I ,y, . �, :11 WATER AND SEWER PLAN utilities to whi ARCHITECT "I , , "' i� T1, " I l I,I_V'k�1.��I I lit I r "I;, �t ,� ` � "� - AO.3 I I() I ,111., � I ,,!,,� ,:p "", I I I " l .1 i lt� � �,,� " i - I ';�;�,�� I , " �* l'I'�I:1c,l:��"'I,l I � ��,`I`,t�,;�,�J,i��,,, 1� ill , , - 2010 FLORIDA FIRE PREVENTION CODE I I Vitt.,,I� , I , , i , , ,,�,I!, ��,!] � , , - 2. Soil borings not provided. "":, I 'i,�,"', 'I"t, � , , ' ' it � -, �," �� , ��,,,.,i,, - �tl , ,-i, i''I I I I. I, ,,, t It, ItIll � i II�,tiI,I�I��" :I,,1,''I'' ,,,� ll� " � " , �, '�,',,;�,,,',�,f,�,��,',",,��,, iii, I - " -11- JASON T. CANNING 1_111 ,��,�, I T I I � lill I 111�I 1, , �, , I . �;ll,i:,` ,,III j�Tit��],�,,,;J,l; ,,it , I �I I il, "i",� , l,,,,�_ � , ,�� ,,,I I�,, i", .I 11 I I I I Itil!" ,l� 1 , I,I'l I, �1,,,� ,I, I I � , I ,�',f�, `�wli��I,��.�)l,l �', r,,: V � , , I � �� ,,�,`, I 111. �' 1. �If,it�*� - 27. The contractor shall submitll�liop drawings on all structures to the engineer for review and approval I I : 1,�1, -1- V� , ", I � 1,�:�,I ,:,i I" ,-;t, , �i 'I: I , , ii,� , �.� �".;lli,;�t,,I� "i", i'' - � �_-�� 0 . " , 1�.,�i!,,��:. ��_T i'll, , ,- "s, it I,i,;, �`,` , !,� j! - " l,' 1, . "I t�lrl -"�,� " " 904.755.5589 , I , "��_t,N� l 1I,)�,,_�", I, Ili `"i, �,, !I I I 1, o� : i,,, , �i i -,� 'I; ,1,1�1�', 1. ,I AO.4 GRADING AND DRAINAGE PLAN . 3. This pr?perty lies partially within flood zone"X"according tQ,the survey provided. . I 11 I � ,,, I � �I 1,11111'�� . � i . I,i I I r � 11 I ��11" prior to purchase or construction of any utility pipe or structure. ��,�I',l;t��_"�� ,',,�.`, ii, : Ii.I ili ,"Ill ,I �, _��l.!�'��,,`,,,�,t��J,�,,, , 1 , �,� i`1, , I, ,�, ,I, 1, , 'I,i, ,�l I'� I I I, l � I � . I I . � , " t�,,,l,, ��,i " , � I" I � I " , * i i I I ��,1,�t I; � , I I ,I k � t I ;�",i;IIAII 11:ii� I 1, ill 'i 'I I�,i I�, �Kl� - , 1p, 1i lljl (li ll'i'Jit'l , ,, � I'tJ I i I l, I I I 11 , I, � I Ill I! , i I 11"11 I I �� i I I , I � , 11, 4. All work shall be performed ii!a safe manner. All safety rulegand guidelines of O.S.H.A.shall be followe . , � III , � ,, i I - "' I i,I , ,Ili . It I � - , 1�,;ll� � I I � I 4 I It "I" , � � ill I ill I I I ,I It I, �, l '),It'. , � , I ,� I � 11-11I Ill";", ,!',,�, ,I i� 1 1 , , ,i It, � I 1�11 , It 1 11,1 :�i I i i I IX It!""ll ,�1",�,"I'Il'! ', ,I�l '� I 1 I' ,Ili] I 't, I 'l't � i i I _* The corlitractor shall be wholly responsible for any injuries of his employees,and any damage to private 28. For all standard details see City of Jacksonville Beach of FDOT Standard Specifications and Details, t I i I , , I ., 11 � I 1 � I ,'�,, I I I I I I,," ti'. i �__\ I -1, i I ", - :" y-',,, ,Iihl, I i I, , , , It�;, I I I [ , P ''I - .� 11 I latest revision. - I i . itl�� I , - , ,I , � I ,I"' I , I :�Il; I .�,I t It I, T I" ,I I I �,,;i:,�,�ot,�� I ill 'i" I , , �� 1,,, I I , , 1�. � , � 11 I .i,� ill,,,,'!, �li It I , It,, 1,�l I I 1:3 A 11 1, property or persons during the'course of this project. All costs associated with complying with O.S.H.A. I ,, JI,,I:'IK I �i I'l I I """l. ) - , I ,,, I "i, ", 1 I `l.�' , JI I 1, , , 1 1',� 1 I, 11� It , " , "'i" I , I I III , F i li� , , , ("iI "Ili I �,�,Iii,I- , , I I , 1 ,�",1��" ,! I" i I i"'t — , I, I " it , I I, i'l,"'I'l PROJECT NARRATIVE _�- � -1-1-. "l r , I I' '11 � i _, I I lI 1� I - 11 I I I I ,I ,,, � I 11 ","� 'I , I I It I I ,,, ,� regulatiyns and the Florida Trench Safety Act must be included in the contractors bid. . . _ , _ .'' , - I � ''., �, � - " - . I I ,___" " �. _ " , I Ii it -11'I 11 I "I � I' ,�, � I -,l��, �jil,,,'-,l I , it �_7'_ ___ � � I It I � , J:)�� I,l lIl', ,� I, ��,�IlilililII� "i I'' i 4, , ,,, ill, I I I � I It ll��,I,1,1�it,Ili,� ,I I , It IL � I; I 11 I , 1, . � , , _,_�_, - %.�111 29. All pipe lengths are: mensions.all drainage structures shall be constructed to conform with � I,�I,,' ll��ll "' ,I' , - , - T, ['it i'l, 'I� ''111, [ ill li',h I�'iI ii� �" 'I " - � ',_�� ,._4i,7 " I I - li� I [� ,I,�Ii :1 lk,l�,Il ,i`,� j�.-,,,I l , � 1, I,�" _J5, � i� _'_ ,_ LANDSCAPE ARCHITECT '�,,�, I 'It ,,Ili ., ,I!,, I , � ,-.�_�". . city requitements and shall be constructed to conform with curbs,property lines and low points as I , h I 1'111I�', I � i �I I 'I",�l�il l I 11,; � I - I I . � , � .!',III, I I I I I ' ll I'l I I 11 I ,[I I i ir I I f',,I� 11 � l,:,,i,", ,r",It,,1i,,,, " . �I"I )iiI�,,�V,,";ti'l 1,r� I I �� I ;,,I[" 1�i I � liI"r,ti;I1 llt�j`li,l�Kj:r,,,"I'll I - �, � I , I I ,��1:�l'i�jl, I I K� 11, ,��, , "" 1� II!,I,,L,�, 1, L-1 LANDSCAPE PLAN 5. The contractor shall be responsible for visiting the job site prior to preparing the bid for the purpose of "' on the plans. JANET WHITMILL "I� I ( ��,�IIi I I'll, "t-, I I � l�l;�'';,II.', ,I , ,,," i,�,I,l "ll"i Ili, , 11��ir � wn �,, , , , I , . �r,,,�,,�,, I'i'� , r I I I ,t,:h,�� familiarizing himself with the nature and the extent of the work and local conditions,either surface or /`, 1, I i't fiiiqr,��ll lit'it �,4, 'l,4,�'i,,!',Ii�,i�� lal�,I'i ,,, lj�,l I, , " lt,;,. I� lI ,.I J� I i_ lit, I�,,1,ll ii��.i,I ll�� I - i sho' ',Iijlt,�)j� W"l`l 11 I , I i �li, ill Ili"R' � I :,�:�,�'I., '' I I'',:,,''olit I, �; � ll"�I, ilI.Irl"i'`I"' �'i,ili - I 'Ali li, i.j",iPt ,,,lI!!I)0!,1,,1l'Il,�,`,iINI 11,;�Vlllfk,�i;, �,�il I ,: II!Il, �i 'I il 1�,' I"ljIl�I It ,il, i C. C I, I , i,�,I 6 I', ,I,I, Ii I , � I, I - 1 � I' " ` 11,rt"�J,� It 11 ',�Ili I [,;, r0li:"',1!"I � I , I 1�11 1 I: It I,,0'' I''�t , . - Ili, , ,,, J 'I Ili ,,, I l",it"�ji',,i I t ol",�,, i fI i I I, , s I JANET 0.WHITMILL, R.L.A., IN I . ii . I dIl��lb,: i" It J, t 11 ,I', I I ill' 1 I 'l d , PROJECT CONSISTS OF A NEW METAL BUILDING OF I � . r4i'vili" Jqill�ilotli,l foi,lij,i , ,I,� �,!l lit I,.IIi I I I �111 �[tl�I�i� ,, I 11 I , 11 Il 11 ; , I ,, ''� ubsurface,which may affect the work to be performed,and'fhe equipment,labor and materials required. 30. Contractor shall insure that'all drainage structures,pipes,etc.are clean and functioning properly as 904.398.7688 � i I I , I i ITI'iIi I � I ,I� 1. Al l''1,K,g I I , ,I 1"I,,, I I I ,� I � . - I . �1,,�i:l, ,, '"A'' !" �,, '!I,V�&I,I, li 1�1�1,�il�,, it" �l I - I I W, i , , ['I,1, 1'r ''I J�, , �, I, � � I I I Ii- Ali 11 �V[Ilij I , .-I':"I"� : - ", 441 I` " JV"t, I, l''Itt"I'l 1, 11 i I JI I 5,960 SQUARE FEET. NEW MECHANICAL, failure to do so will not relieve the contractor of complete performance under this contract.The contractor is " I I . I I -,,,, , , 'I , , I ,� 1; '' I I I'� ', ,111 I � e � APPROXIMATELY i I I Ii 4 ,Ill IIA'i'l ill ", ']lot ,%I, I , ,,, I,I III I I'll rl,,,I0 � '111 shown on the plans. �',_ I � � I � iI �, - � ...... I I I I I III , ,' �'! ,I I" : also urged to take color photographs within the project area to record existing conditions prior to /,,� I I " T�i III,", 'i, ��Ii,i;; I li�I I i,� Ili ''I i I , I I I 1, - '� 0 IIII/14 1. I ''I Il . : I , , i I I I t 1, 1 �, 1 1 t �, � : I 'i � ,, I : 1 1, , , , I, 'l, I , . I 1: I I il 11, I ,I 1, 1 ' ' 1�i, � 11 ,III I h i 1 , I , I I I I 11 11 ll ,I I�,� i , I � . il 1, i It I 11 Ill I I ,� ,�,�; ill , str ftion,and to aid in resolving possible future con�plaints that may occur due to the construction of the I r I - l 1 ill �ilij I ill, ;I� I t, r , ,, I -�, I 11' I ', 'r ELECTRICAL AND PLUMBING SYSTEMS WILL BE INSTALLED. � ) ,_ I � ,i�;I 1 � ,I i ,, , I . I I I , [,I ,�i I � I I con u . I I I . I I 1 31. Unsuitable materials under yvater,sewer,storm pipe and structures shall be removed and replaced I ,,It,,,,r .I I ll 1,11ilill 0 I I I .., (, , 1. I . I 'j��li 1, 11'1-lj'1�01 1, I I I " I, � ,I 11 It I ill 1, I � i I proiject.� "i� , I ,It il , It'', l''A � �� l 'It I I � I ,� It I ,I, � I I I ll, I 1,!' 'I I J, � , , I,1, I I I,, � I t'i *1 �'l " r,III �,I''I'l, I il ll�l I � Ill I I I . with selected backfill,prope'rly compacted. I I I . it jji� �, I it I'I ,I , !It , 4 I t it I I I I I I ,i , it I � I � . I I It It , I I � I . A/1..1 I I! Ili li� I I, I � I , , I I� I !1,I , , I �, I ,it i I I 1,�,', r, I i , . I I I . r i z � I III I, "I , ;1� , I I I , j , , I I I I I J�,`l��, 1 1� i,l'li I�''li"",1, I I I , I I i I i I I I 1,11 � I , I , I , ! . ��11 I I[�, rt� li�Il" I Ill I � I ,1, ,'I I , I l I i,�, I ': I ji� I I it 6. It shall be the contractor's responsibility to either conduct any field exploration or acquire any geotechnical I �l lil"10 i I, "I � tj� I I (, � 11 I 1, 1, ''t,it, it 1 It 1,!l ,;- , I , III— I I I I I K, 1. I I I I , I I ,I I , I 0 'I I'� I � r�, 4,'J" "� I I I � I 'i 1 32, All underground utilities must be installed prior to preparation of subgrade for pavement. %... -----../ /I 41 N� I I �'' I t I I ,!, ,ii�, 1 I;114 , 41 1 � I I I �1, � I I , � lilill 1, ir,I ,I� ,I�Z,:� 11 I I � . I I 1:I ,I` i I J, f ,i ,I III I ,I I 1 llij� ,I I It , , assistance required to estimate the amount of unsuitable material that will require removal and/or to � I ,I _i Ilzltl I :�, 'I I li� 1�1 !� I �:� ;� �, I J�l 5 I iii �, 1 i ! I I I I I I 11 , I it I , I I I J, '!, I ,I I I. I � 1� � ; 'I 11 I '�4 [" 1,� I ,, i" i,��I 1,��, I , `I: I � , I . . 1 � I� 1, ,� i � I ;� ,r I I,� I I I , I - ,f �, I I l:P I I I !it 1: ,I , . " J, I 1,,1�: �i,k I,I('1 1�j� I 11 :�i I", I I i I i �lll "i '!it I 3 , I I estimate the amount of off-site borrow that will be required. 33. All water and sewer constrL . illi� � fl� :Ill "I, i; I I I, � i�, I ,,J,� ,, " Ill -IN � � 1 1 IJ14 1 1 III �'I'� 'r� ! �, I ii 1 1 , l ,i� , I ction within the City of Jacksonville Beach shall be accomplished by an ,"S Pit I M.'I I I I I Ill I It, I 1. I I I i � 11 : �l j 11' "It It �h[,lj�, li'! It i I� I ,,, .,' 'I J i,I;"I)I ,,, ��J lt�l I, I I dh, i, I,!I I I � underground utility contractor licensed under the provisions of Chapter 489 Florida Statutes. It DATE ISSUE It I! I I � ji I 1;�jI � ,III:i , � .I" I 1,1 , I I � , , I , '., I , t: 11 . , I I�, I 'it'� ti , I i 1 7. All 4 � 1� 1_11 �111 . i, , I) I I , , I I , I 1 2`,", A I-`R 2 0"'3 S D 111�1.1 . I , - I,,ll,, i 11 V I "I''' � �,l " - I I improvements shown are to be warranted by the contractor to the developer for a period of one year I 11'' Ili)� Iii", I I I shall be the contractor's responsibility to keep a copy of his current license and qualifiers with the B I , I I �ll i ,'I I ', I I , I �, , I, 11, I I I � 11.1 I Ii , 1 6 III 11 I -of-way or easement,the contractor's I l t I ;,I I i'll it i�� , , it I I III illi'' , , li 11 � it It I"I'� I I i III ,) ') 11 B I from the date of acceptance by the owner. If the work is in public right I'll 1, i 1�� !iil ,Ili I�i 'il, I i i I I , , , I � I design engineer prior to start of and throughout construction. ,� I I .. I � , -1 . ,1, � . - '' i � 1,I. ''I�[ , i �1 I I I i I 1� i I I , I one year w /7 ,`/""`-`� 11� I , ll� I I I I I '10 1 i I I i,jk � I I I : I I arranty shall extend to the City of Jacksonville Beach and associated government agencies. I I Ii 1, l i�' � i, , I 1�� :I! � I I 11 � : I ; � . . I 11pI,, ,,I ift �,!� I I I I ,3` I 2013 SD � A ,� I �1� I ! : I i I 1� I I I I I � : , I I I - , , � I I I I I i!,I�," i I 1 1 I 11 11, l��1,I'll It TI i ,� I ��i 11 �'11: I! I I I I I, I I 1 � � 1 34. These plans including the pollution prevention plan indicate the minimum erosion&sediment 0 . I I I 1, I il I I , '! it , I �11'1 i III i I 8. Ele 28 JAN 2014 , PERMIT I ,''It II� i'; Iii, n i , �1 � � vati s are based on an assumed 100.00'datum established at the top of the finish floor level. � I ' 1,�- �,�,,,I I : � , I , �lt 1 I I I i, � . ,,I I V ,�! i it,I I I ill, I I ,I , � I I),,, '' I � - I Ill , ,� I I'' �I' I I - required for this project. For additional information on sediment and erosion I i 11 , I � i ,/A 1 1 ,I_ it !� , ,I P",:, �;''i, It I i I�I�i 11 III �I n I �I'l, I I I� [,I V � control measures f",L : I It, r, I � "I I I, ` 11, . control refer to"The Floridl Development Manual-A Guide to Sound Land and Water Management" � , , I I I 1, I 4 Ili ill I 11, I it I I I i,�, , I !%�I i I I r , , I I I I �, Z_ � I I I 1 i It i I , 1, I 'i I,,, ,I '11, � I I, 1 1 1, �( : I I I J: 9, Topogr'aphic information based on COJ GIS Mapping of the area. ,�,,� I , it , '' I , , '' � I I I I il�� ,, - 11" ! I'' I I * �t I Ir I i. I I i 'i ,I I I I it ilt 1 I I I I I I from the State of Florida De , I I 11 , "i i I � I. I it I I I el, I I -,� I I I,? I It I� � I I 'I I t� ; I I I i I ,I Of 41 1, I � � , � , ,, I I , I I , I I I I 1 tl I 11 i , I I, P artment of Environmental Protection (FDEP) Chapter 6. Contractor I I I , �1, , I ! I 'Ilij ,� - � , :, , I , , " ,� '�i l I , � N t I I� ,I . 11 1 I I , .I ,� , t I i 0 - 11 I � I . !! I VICINITY MAP I I shall provide erosion protection and turbidity control as required to insure conformance to state I I I I I 1 1; 1, 1 7 [ I'll I � I 1 , I I I 10. Boundary information based on survey provided by Sizemor and Associates,Inc,dated May 7th,2003. 1, I I I , �1�,:il �I 6 , � i I 1, , I !]'El I I 1 J. i I I I I I 1 I Z - I """ � . I � I ,!�, t I I , : I I� : I I i ;1:-1i . J�I!, , � ", � lIlil I , ; i , i i �� and federal water quality standards and may need to install additional controls to conform to I I�� I ,, Ill :JP I �i �I . I! i t I ,I :I ./ - " I 1, I - I I I I . I , I i I lil 'I, I � , J I 1 I I I I 'I I - , " I , � i : I I [ I ; �k i : i NOT TO SCALE agencies requirements. If a',water quality violation occurs,the contractor shall be wholly I I I I I 1, I I . , la �I 1� I I � I � : I i , A `� � I I I I� it , I I I ! 4 , I I 1 1. For pav�ment and building geometry information see engineering site plan. It is the contractor's I I I I �, . i, I'll 1 1 , I I � I . I � I �� I I I I - I. , I 1!I N , 1h i ( l�� I �I !I " I� I i II -_ 0 r all damage -and all costs which may result including legal fees,consultant fees, I I ,11 , � [I �, :- , I . I ! 11 I I �� I, 1 � I esponsible for 1�` ,/;I I I . . 1, I �i ": I I I � . I I [ I '. ' 1 1 1 11 I I i I I I . I ,i I I i � ,�! i I I 11 I I 11 It , i respons�ility to verify that the building dimensions shown on the engineering site plan agrees with the � r ___") .-11 I I �:1 , ,� i � I ji 1" I I 1 i 1 �I Ii , construction costs and fines. ) [ 'I I 1�li,it , i : ll I.. i I I , :4 I I , I t,-,--, I ,_ C .1 I I I d� , 1�!4 11 1�, i� Ill I I,I I � I I I it I dimensions shown on the architectural plan. If any dimensions do not agree,the architect,engineer and - - � I . ) I , I I I I I � I I, " I :1 4 1, , I : 1 ,1� , 11 I, � 1 i IV I I , ,! i I �,1 .i � I - I - ,,i,.�4 1 1 1 . ; I I I I I " I I I� I t� I I I I owner shall be notified and the dimensions adjusted prior to commencing with construction. � \ , . I �i , 1' I 1�,I Ill , 'i , i , it, 1 � � I I, [1 . I i: 11! I . 35. The contractor is responsible for following the best erosion and sediment control practices as I : I I 1 , I I - I . I I I I I I I , , I I . I I .1 , I I I �, ll,: I ,I , I , I I It ; " 'I , ,� ill I i � i I� � I 1 III I . . I 1 I � "A I I - I c! 1 �i I I �,1, I ii�i , , 1 I I r e ,it ,�� ,1 ,�I', ":t, I� l I [ i I � I I I I �� i I��I' i I,I�'!� I 4� � , � I ,i I � , 'I I , outlined in the plans and specifications and the SJRWMD criteria. ,,, � � "i . I li� I I 1, 1 I�11 i,r , : 4, I, I�, . ,, ,I III I I �' it !, 11i UIb I � I , 1 I I ,. , I y I 1 �T i!� ;�l ill 1� I 1 1, � I I I � �i� � � i i I I , 12. The contractor will contract with an independent testing laboratory to perform material testing and soils I j�n,;l I I , I t , 11 I � �.,' I .1 . .... _� .4 ,, 11 i ,� i; 'I �, ;ii 11; It 11 l i� 1�1,il �f , 1 � ,1, , ,,�Ii, ,1, , I I � 1, � � I........�..........��,.��.. ........� �� - � :I�-�� U) ,; 11 I— , " . �I� ��, - in I ".. - � __ . � � .1,11-...::� _ I 101111�.-, . ?I�� I �... - ,,,� . I.. - i .f� �, � I I I I -......... �r___....._.__, �:_ ,� � .. -�x -..v'��I��!��x�� - I - it 1 I �.�,.,��: :j��:ii:iiil:��].,i*:��; I*J f "I'll, . ,�".:] �i�-, .�,.�_�:115,h �::,.,. "' I I I -11. I/ -� � , e_ ,�� . " it . � ! i�'i I ,I I � � � ff� - ..1.1 - :,:. ,�.....ti,,� , testing accordance with city requirement and the recommendations outlined in the geotechnical report. , 11, , l� it', ! f li� ,,�,1,1 ; � 1.11 ,� a '.IV/,. 1 , 4. I � I � . ` � ��:��. - _�t.", - ,.. I% .1 , �, � I I - �i. . I ,.,l�:�V � 1I I i'l it !1[I 1! "": i I I I I � I Ii i . i !�:,I ii�i �� I I ,� 1, .. i��A:4�:i�li.�,Tl.�� , 36. Erosion and sediment control barriers shall be placed adjacent to all wetlands areas where there is W vo Z 11�e I � � , 0�*�.�.�!i�:..�A. " , I . �.. u�. 1, ii� - i, ;�:" ,-i'll A�. I- (N ,,,,, " . . I �, : ,1� i Ill I ,i I I � I I I I , � � �!��z:i,:... , - , ��j .� . I...��_�.,-j�'W�A_� �.� all include density tests in all pavement areas and building pads and in alI utility trenches located in I 1, ,[If I I I I I I ,, , ., --k-1-1 I , , � ki�''. 1� . ie m I 11 I Fine s arl ��_i, , �: ,1�� I � I I, , It'' tI .I 11 , III ; I� , 1, ,' , �I � it � , , it I ; I I I I ,/� N ,.., � I I:'' I I['[ I , t '' I I �1, ; � I il d i :::,:4, .. .11 � ... I , � 11� I , Ii � ._��', _:_ �/I I � .. -�'....... "''t:I'll ��, 11, i I ". . 'I O', . -.... .%��. .".".."'I"', ."....", 9 .e i�r- �. It' SII1Ft,,i1c1t5r1 � 1. ��i�i��:��:i wa ,� I . .. .1_1�4 . � r, 7 "'; %::i; e _: � ,F:F._. � . .1 _1�j it _ � i I i ter quality degradation. _J I � � I , 0 � 1Z...."I � i:.� _ � v li�,I,j, :,.". M ... This sh ' 1 1, I tt� I J,iIi Ii I,I, jr'i i',J� ,, ,�! � , I I I � ; 1, : , i ,�� I � , / i � 1: 0 . Z �; iii "� 1''! ,�l �l 11 I I f V, ,�Ii �I � I - 41. V / - � __ - � ,r�� . ym�i:wi'�' 1, I a_ - 11K, -, 1,N�t:; '11, � It �. � i � � - ...I � . ,� � i ii:�i�x::k, �::::� II;.- 'I'Alilmirie RACIii, * :e � i �::: i": , t �, : � � i �4t� ��%�� - pavement areas,concre 1 3111, (I �I 4 ,i I I I � � - 11 ;`1��;I/ �� i I � .� �/ � l � . I 1,111 , �,� r I . I I , , a potential for downstream 04 ,,,,,�/ � - /, I .1 te testing and all other material testing. - I � I . � 11 - - "I .. ::��T :.:11" .�r. , -- . �1.11, .111. , � - � .1 I.,....��:::t''::l :_::,.:.._ �� - ,�,_1 � .1 - I � ..�.. I�'."I I I i, _ �� . ., Win" il::::....1::...�� 1.� :�- 170 I �. I � I'll �� ,.1,��_,� � ,, ., . .1 . 1� �,� — li . , �... , � � � � ...... ..". - , , I - .1 .11 , - � - - - �� I I I�I I fV It, , I 1: , 1, :t, "! " I,I''[ i III I 'I I i'',I - �- ��e � , i ., J. I , '' .i The contractor shall be responsible for establishing a permanent stand of sod and/or grass per City -117 U) -I I i ''I . `:�___ , �.�:o:r �. ,'��,,x �, �.,� tl�i �� , 1 ,[ ,I ��- �� 1 I 1� .... "n - �� y �, � i�'il I", , l,li, II I !ill; I 111, ,I I I , I ': I I � � .1.1 �.1 I . . ,�, " , ,-4- W () N � , IiI, i 11 I . I � I - . ::: �, , , " ii:l 9 �' ` . , - it, I � t 1,-,I �it, 1,I �, I -1 I i I I :i'_,_ .". ,�. i 11 1, . � IV I , I I � � � I I , �� . I %��,:ixi. � 11 V7;s� � , 0 jI , ,;�.I,� t��,it , � I I I i� I ]It I " �!I I k i�!,I I I I ' � �-'so . , �'�E �"� i 37. 1, . II, i ,,,I �1 II, "I I "I I I P. � I . .1 %. %, tt�`&,I�i�, 11� �,-,� , I I't i 'I� �[ IT .I , I � ::: Ill I I 1!1� � , � rlf�irm �-401* :::: ,4,"itlixi, ��_R�... �! �� 11 t3_?y-i�i�:i"....", ...._ "I'll co actor shall be responsible for obtaining all necessary permits and insurance required for the ILL IIIIIIII- < , I I - , - , -I I , . - : "' '' " I I 1-1., , P, 1 1 ;:� , .. *alzli��"� ��::.,� 1, ,�. :� :� I I - ,I � I I� I I I 1 I �� ,�_'. i.t..:;;;V iil,�, 4� � i�e.-:; _ � ,�, _ ... irds and meeting the NPDES final stabilization requirements. , I I'It, VIII , ��I 1,� � :,11 Ill'iIII, 'I, I ,, � I I I I � �/ ::� . i��'ft 0 ��_il��:*:;�::�: 13. The ntr of Jacksonville Beach stand (I I 111"Ai I 'i , """ � � � � , , , , ;: - ��i:i� . � (D UJ W !=� I � - ,IIII ,I,� Ill i It l A ,1�, 11 � ,K - _',�,�.ji��;i�;�..' .:�!`.E:f,�A ,,.;.:,::.".;. , ...- ,. ".....".." ,-�t��11` I , I I �,- .1 , .,�,p.......... , ,,�;�� I I �, Ad� I j, I '' � , ;I �ii � ill� l�� I fol �, 011. w, 00/01 1.111"., ,�i , I I I ., �.. � :; I'll 11 'i ,do:;;, ... �'. "5i��?:� � ,!�_,:;5�;" 11 ;1 -of-way permits for work within city rights-of-way or Lli 75; " . I" I I I I I 1� i I it' 1 11111411M , ,i;;e�,�� -�- ,:�� 4�� ., I ��- Z roject including City of Jacksonville Beach right " __. .. - ,::: �.. 11 - - * li ill, - I I , 1, I, ", � �.,// ... �. .- - ,;",� 4 ,5�.�;�;� :i%�:: . ': : _/� , I I I l I I I, I 1,I , �� .. It, , 11, " .�;;�A , hma,�;-`,�1 - T I �,I 1", I '! I , I I , ': � , I � it.�l V I I , . it I .11 ��. - I I l[ � 1, '','I, I I i il I ,, ,, I I � ",/, �� .. �E"'�� ;�:::.��::i:,, , . . p � - ,ill 11 I�l P IM �I I , , , jj� I I �,I I I 1[ -� , ! % � �.-] � �� 1A 0 io , , 4��;:.� W ..:.:. :,::,:: I _*1 'i � I �,�/ - , I � �.�. � i I � , _ .t, �.��. it :_V.X. - I 1"; Q I 1 'I�i 1, VI I 1� , I � I I , I I !I" 14 I'l � 1 i 1,I , 'I,! I � I 11 .11 , .i�: �0_:.::...I g:i,,',.i'!7i�iK ,�t;�, . -bI �_.ql ..- 4 . 4� rl[l ,il,[" , , , " i"� I I i. �;il%; V I easements. !!� > 3: 0� Lij 0� I I , 11 Ill, I 'I l I � .�� ; ., �� -� I-., , ,�., , , . - � , _111 I , � .. - - , , _ ... � . � I i Wft";// - �31�, , , - , �. , . � I �, � � , ?//X r% I � I . .. -,�...;. _",.Ipm.Rd�.i.,........:; �;:i .�1 :1 ,�. "-, , I . I , , � .. .. _ � i I � , - , �... 11 0 1 ill I�I� I it, __ "" , � ., ,iiii,- �. 14*a*.0. . " �0_0-0�,� VN .. I.I.- 0 I A I' III � I& "/ � �.. .. I I ,iio; 5 , �_ I � 1 1 ill ]I,i I', I I -� - ,..:, 11 - - - �:�� _�:o,,� �:t � � - I/ � V/ - WII .. i�:��::� ,. �; 11-_- ii"';:iii,��-in::'..;; ;�--ifil-4Adt,, ,ii _��_-i�, ,��. Lu _J , �// � , . 4, " . .. , ,� , - ""illill, I , 'I,i:: �% , -,-;II :iii ..-4-, , � _J I I it I�Ii 1:.IlIti,I i I;I,!:" I I` I 1i I 1 I 11 ,ll I I 11 I,� � �: ,�11 , . - 11 1_1-,'' . _4100) i�,_,i."L_7 tr�,*!;, 0) - t I il,Ill i�,� Ii � �, I li i,ii � , 1/46- . _ -. I 1 4 1 It 1 ,I i, I I I, I , r 111 � �� ,� 7/1 - �� 3: 0 � I , '' I ,;, It 't-, . _5i_,A - � . , 17 , I � , � 11 �� _:��i.��,�i�,, �i �:�il::::�..I,- , � � _s::::Y — I I , 11, ) 1, , !Ili 11,�,, I �Ill �� . �� I I �� "==r,z,iil�` , �� I � �. � �ii � - � i I i''i I,� ,O,, , I , ,I I 1, . :', 1 .. - I -- - ,�, I Kir_i, __.3, - ...., - �� ;; . C) W — (I " I 1 I IT _11, V,J 11: �? I ii i� . __---.-:.:.:-: 14. T -of-way with the proper agencies for I T 11i I I , I � , I I !.- "' 11 � iii _,IiI� 1; .. 11 :) — I � , �:1 'I i 11 I , , I 11 li"1,,!I I I I . , w. ;. � 11 he con ractor shall coordinate the work within city or state right . (f) LL � � �-A , � _ .:_�i_� ii��4:,r., ,.._. i -�" . JI "',; - . - - 1 it�; .. - , - . I I I . T.�?,�i: _�i��i;�i�!��.�ia - ,,, - .. "I . I - . . q I' ii I[ I, i I I , I : i i I � I � I I 1 � ol , `% �.... :: ' " I�� %'�,�"�Pl)x�e;'�,t'�,Nikir� 'i _. 6, �,. ,. , maintenance of traffic and method of construction&repair. I 1, I Ii 'I'll! ;I /� �� 1, / , ` _ow., ��_____�.� ,i...t,a: � ,I � lmw. I � " ,;;�:; : .� ,,,_� I . . jl� � I ��I� I'll, �, I I il, ?/, I /"� �`:�:::::� �.-.:,::�'i........ .1.11 V, , E ,,, - ._-i_":�:.:::: lh�tr I � I.. -I lli:t-o �i 'j��.. `;:�:,,; — ., - - , , �� T_ I :�:.:. '� �� -0, . I 1� ";,;��f� '. 1; �i I �1 I 1, , � , I 1 i '7% :- I/Zim,11, : � . I , � � � M (1i W It, I I I , I 1, , I I I � � _. - ".. - . !I I � I !I i ., I I : I t :I I � : ��- _. . - - .. ._�y ..;�1 ." I -- I— (.) 0, Z � ,1, :Irf�chim /A . ��wosgj � �3, - 0. ,-::: * �.. % t�J;;`�- I - ' _J � (" ' i , i 1 � it��li �1 i i i � � z,,, i _ I �....I....1��. i XO - I . KI I 11 i", ,i,I,-il Ii � , �/ - 'Th II......;ri. , � I - /;;,% I � t,I .I. i o V.1 < W — '',ji� I lit I ,_ I i � I . I I I , I I 1, I I., -11, 7 � ,,,, �' "li�o .r. 5.;:.. 38. Tie rodding or mechanical r straining devices are required in accordance with JEA standards where I It, i,::::. e ; , 41 i, ....4. � It < . P ihi, � I I :1 � __�, � ;1; :: I�� , ". ". , .,-,.A "_ `_�- � ,� I ,,.. .. .. .1 1, 1. ...K� - I I I �� -...... ., . �, � - . :: i, t. , ,�, ,,,, , . , 15. A I I I �� - , � . . , ;,.I- �� , , -v...:.,:. A %--,".- I I t� � :: * "i :� ;I W � �� ., .. I�:�I!lj I ill 1lip J!, I 1 11 I I , ,I Ii g I 1, 1 �l Idl i� I �:::�::�,: , 1 i al� ii� t� - .�:�i,�-, � � .. 0? L I i !�4 !I �'.iil I ii: I i 1� 11 ease ents are to be cleared and driveable. ,I � I I I I � AFN :� �:� .- i� �� t.,,,,;:, '_:.�. , :; �: ..;...I . el I.. �:,�:;itit: a: W I � I I , � . �� q 7� - ' water mains are terminated and at all bends and tees. I > �- I" I � i il il � I I I - - I, ;�� ,� " ", ,: ,f,�A -30 _:�;d:.,. r� �:� � . . .. � I I I I , ,�I ilil''! � � 1 1 �..11 ��.////// N� , . :: I:,it ,;!�, ;::;: , 1. I .. , , - /,f049,,K�',3_. 51 :� :.�i� : r1li_��l J'!�l I In I � I, lj�� 1� :,I I t I ,I I It �, i I �i JU . 11 11 11 ,�'�� --;l..' �i �� I� : ............ I: ,, ,..,I-4 _-..ii1__ I '. .. - ca A110 I I i. Ij��, l 1 � 'I 1 I I', � I I � ,/ I . ,".- -�. . .. . I A� 11, 11 I I I ,;,I, I I �i 'I" I � I i �� - �..., �!�t,l!�:j I i I 11 fr - 'I ,!..,;, , � �, I / it ��..j��.,j��, ,,, . ;�. 11 11 - I W W ii I A f i 1 � I i I ,I .. - . .�" �_',' �� :.,: ".. 1� � ��W% . I - I 11 I I/..... 11 �. I., _.I , .� - � - � I ! I it J I . I I 11 �� ,,� . :�;,�-IkI'T�� " - : I I I -141�. ,,,V, ; , W T ,� I �, iiil ,I'� �i,, i I 11� I I i i I it I 11 _��"..'', ,��/ ". 1. "��,, :: .,�ji,., � .,�i�.._: !:� t� 1� �r ,,� ,/" � /11 , I I 11 , ,; � '� /� _ - %, � i:', <�,it4o��,I� ,,�";Z.." I'll ,�....:�2,65'�.� I'll (=) I�: I, ,:, I I ��, .1. - / , ��, i� i�_J ,1n?, �� Ii ��1i :E _J t i i"t� A Itl I,il I_f� , I 1 11 li I I ,` P7 , 5�1111 � 16. The contractor shall coordinate their construction with all other contractors. In the event of any conflict 39. Unless otherwise noted,all watermains 4"and greater shall be DR25,C-900. All on-site watermain 0 0 U "I'll I ��,,:I I ill � T it ;�l I ;I ''; I i I l I I I I I - . � . 1. ... 1 1, �. i) . 40. 11--lir ,hatsoevler,the contractor shall notify the engineer and owner prior to proceeding with collstruction. . 't li UJ 1>11�__, , �, .� - .!�iif,i_st�,�,.�, , " �I I I i I ,it I I'! it 1 l 1 , t ,; I ,I 'I, f I I I I. I � 12/1 /,// �.�I�::...........I——Xl ", . , ,, . I I" -_..t�,,�;,:_, n, .� � I 11-11111 � 1, J , I , I J i l 1 I! 11, � �, 11"', , 11%. - I I , 11, 11,11 "I'! 'i , , 1,1 11 ! I �� V/ 1-:1 , .J 1__I - =4 .. .� . i>> 14.) 11 ; � I I , � ,..'o.t:i,:,A" - ,�:�*.'�Iliil.......... ....� ? I� ... .. LU 0 "; ,/ /� :; n �...............I'— - .......... _-) I '1�710�4,-t I . ., ..�.....�11111�i .......�� 3"or s-naller shall be Schedule 40 PVC and NSFPW rated. i t I 'i"A'S ,� , =, * P �� 0 - � �� 1 I , I I I , ""�'�'?":�. e, I I , , � I ,: � I i: �,11 �', ,Ili 1 k I ��,Jp, od.kf§lvq��,�,�7,;t�,,...�,��,_.......I .,:iffff�, !_ I I, � ,tI�::. .�!11.11.�*� I- 4 , ,it � , Cit. 'Ill,il,l,� I I I I I � t 1 -.4 "I.'� I I I .11 I zi�,v ii� , 11 i I I I � 11, � �111... 'y' I :,; 'i, ; r�; 1 1 1 , I I : 1-_-I I I 4,:�_ .� ,� .::::::4 �*�;:;�'..��,. ,�!""� 0 I;'_ t� �;�i _J (-4 1:,:, I, , i- I I' , , � I � I , It, � it 1 1_-_--11... , , , rt�.l I."II�i, 17. All clearing and grubbing required for all pavement,utilities,ditches,and berms included in this project and < 11 t "I I I , � I � I 11 � lI I ;:I 1 , I �,, � I i� - 3"0,L� .......�� T,A;ii,�k,pu " Z �__ 0 1 ,. , t ,- 1. � the cl 40. All gate valves shall be JEA standard. Valves shall be mechanical joint,cast iron,bronze fitted with I., I I , , 1 i � ,I III, I j I , 11 :: , � t I a .... i�,,,, �__"�4-. I 0� ,ii, I I I I I I I i I � I 11 P1, ,. 1 .1 � I Al� I I,, 11 ! �� 1 1,; � , j17 �I , 1 "I PROJECT.LOCATION I l�,.0iv-4e_,IiV %ng and grubbing of all rights-of-way or easements shall be considered as part of this project. I I ;14 f Ill J it I IT ! i l :,,;,'`�_-I ,� , 16. y77 , eari 0 I � I I I, , I I , I -1 1 : �': � 1. � � >,;_ ii I . . ,.,.. ._� :" � i�.%�....3._v resilient seat. All valves shall open by turning to the left. Valves shall be rated at 200 psi working < i I I I I'll f [I I , , . . I, l I I ,I - A III I i It k I I l i : I.,,_ I........ 01- � I � - I�t ` 1 �i 1__b I Ili � ill t�1", I . . A ' I :�:: :� . :_ iie"", �q ;1/1, , il ,� ," � � - . �I �,�,� ;;. I t:r !�- 11 1. �,"nt' �:]i', � ,.,�, ,i, :, "i I 1�� 1 I � , I f ,�-; :,--,, ..:---ii:�;�`, P_ � " ",�',VA_tl�--�c In t �11 � : � �_ I I , I I I - I " � "I��i,� i ri, � �i,:"i�� I . '. � � I - �,.�:i.� P 0- I I 11 11 � _ .1.. " ;;�i` /"�...t�ii�� ,I - : � I - '�� >�, I � � I� 11,;'�i�, I * -.� ` il , I I,i* �; ��"." I I 0/1 �� ?F, :t I ',r - 7> 1 1 , �� , 1 �i 1:� I ,I �- I , i I I � � �� ,A,�Wt -' ',,. , ti"' , �.., "..", , �� 6J pressure and 400 psi test pressure. � 1, �-i i I " � 1, � I ,cl,i iI , , l- I A I 11 ��%.'%�'��. t� !:�:;, :; ... � -�� 11 t fi A I I "" ,:l�: :,i, , .::, , I I 11 � ,;�::�_ 6 18. All areas'shown to be filled shall be cleared and grubbed in accordance with city standards and shall be Iled ,i"2,: ;� :1 ,,,i , , ? ,,,, , . I .�, . I - 'I t, , i I I �:� " M111i" . I I, I I � it 1, I" I .� I I 1�_ I � I I I I'll, �� / :i�!i! , I.. .1. 1. I i�1:111�.�:;;;�;;: "; -,i*,,.,,56,1"::�i,'. -, ,�� ,��,, �::-:, I I I I . It I I - .�IIII , E i 4 , - : �� I I 1. ::1� -�.;'_.� _ , IV K -,;;-- ;� - , ted and tested in accordance with the geotechnical investigation report. � I I I I I I . - ", .. , �s I �_,_Otr� with clean structural fill compac 41 � - . I � . " IF I I ` ,�,-... , ,��.:::: � � , ,... 11� :� ' I I 11 . I � 11 ", 0 1// � _�� ___".�� ,,� - 41. The contractor shall avoid service interruptions and maintain any existing water and sewer service � I I . I // . 1;1 � t��:, , I I .. 1 /, �� , .1 _�, �� , �F:::�!. %�_.....- ` I'll I I I i4. C.". ii� � I . I 'Z . :- � .:: ;�t�.... S k - , N ,. I I � I " , ,� � I ,, :.:: .i, '...... �� ,. .. ., . � I I I I I . � � I . �� - �1� � ,.� �1,�;i�`i.�5'. � � Ad/rIll :::�:�:�:_ � 1. . ,� ,;� _-'4- ;F � I.: : - 1�1 . i�, I l I I I I � I ;; I � : � � /I �� : :::� I.'.' � . :. "� i�� .. �t � oaia 5 ; � 'i ,. t� I..... i 1h 1, � . 1 .1 �, I � � I 1. - �:;�. � - . : , )t--: .,:. to meet the system demands at all times. The contractor shall be responsible for notificat on of I I I � I - � � - I I �� 71�// 1 / : . ., � " ,0 ;:� ... i�, '. A i: . ilAIA ��_:��;;-� � 1, I- . I I I � �_ - ,: � . i I I I // � :.ii-, ��i�:�;�:::�., f'....�....1-__. ", 1- .. �� _� I t? ..". ) 19. Contractor is responsible for protection of all survey and property monuments. If a monument is disturbed, , " �� I 1. . _�_,._ ��__ ,I � �� 1-. 1, - � I �� " .,�,::�, _� 1� 'i* : ''� - � I ", 11 I - , � ::�� , , : , " .:.:�::j.:::.-.,, . INEPTISNE'llpI Y_ t� I _�,;.�...- I I I " '' ''I ,- I . I - ".::: � � . -�,� . '. '. �, Pi-st, 11 I I -, � I. I I I --, I I �� I ". �' , � ;-1 I - affected customers of the utility a minimum of 48 hours in advance of any interruption of service. .I I I �; ,� I 11 I I 1�11 I 1 .i;zi- ;", .� , _" ra . , � �:�� I .. 1.11 � -.11".. ; �� ,��.-. - ,�, � �`. � , . 1 '/ �:*��:��: t .. t:. ,� -,;�, I , , � I \ , � - ... � I � ��:�:%��.: ir , . � - " ;// //// ::,_ I . " . �� - _; , the cont' ctor shall contract with the surveyor of record for reinstallation of the monument. I 1`1 I I I I � � - � I ..:�11111.1....7i_�I_e,; .1. � � �, � � � '."I . ,; � I - . I - .%, � �W/ I �M/1" � I :_� .:,:�� , .1 :i i".. �: :�.,ft,: �.il:��t- it--� - I I I , I .1 � I x........ ,�, ., " .. -I .. w :, �� :::; , '. ,�, .. ,. , _ � ! .�, ,:. . . �. I . - 11 ,::::. - I , HIM �� '.", � I "I '', ....... jF �: .. 42. "I .1 � ��I � I I ,. i.� ,I�KliI (,�� I I � � -1 I � ,- I � 1. .�.�.. I-- - �:: - .. op,i,I-I ...I - _ :� �� y 7 1 . . "I I i - �� 001, , - -1 ".1.1: � , , . �it"Ail:1114 o ��i-,,,,,,2�,,�,12_ . " 1 20. All debris resulting from all activities shall be disposed of off-site b contractor. , I � - , � � / I , ::; , $ � - , �. . ; 0 i " I I I I I 1, , , ,�� -, ,, .11 ��!& i . I I-, l I I , `,� - , - - - I 11 I I �� -i� ... i. -:,;�;� � I � I 11 I : I ," �, 1� � i 4- _ 11; I � , � I I �� , - . -1 I,�', � I � _,�_�.''%�;i�� i �1_"�- : ":, 11 , i I I I � �%- ,:�, - ii., ...:.� " .di�..!;, , �- . �,I I I , , , , - .. . 'W�1� 1, I I " I . I�I, , � � 'e� l w/i/I � I ::�.I; � ,� .1, �� ': , , A .9 'r," �� PROJECT NO: 1324 � - � I � I I ;, � ��,�� ,- , e. It.. _ �JI ;�.....1_4 �: ....-....... , lh,�k�7,i I� I .._ .... 1 I - , , :" ,e � "�, � � I. , ,.I X42;- �'..it...'�_.._:;_,��," ::: �::::::�ii;_:,.�,,-�,, ........ .- ��Z All new and/or relocated water main pipes and fittings shall not contain more than 8 I lead and all I : " ,,�,,, 1 , , , " ", , �.....� - `� , ; ': , `1 1i , I � � . I , , . � �, , , - - I - 1 _.:.-T :� .� I -,,� � � il :; I I 11 1, � i � i"I", ," " � �r/ ,::,,, . ,� "Aiii ...... .. i;- ....�.:;��;� .5, . I I I I : ,i:I I I I - � ,i ,-- , , /� �, � , . . . ;� ,�,��,:;;'� . .1 , - 1 1 � � , I r ., 1 � . il � .. �i .. .. 1;�......1, o , - ��,, 1% .11 � I . . : wwwa�;;��I - � I I I �� 17 1 " I I .,. ,� , .. 11 ; �%-��-�.� ,SI ...I I : I � i 4 ,�� .. t: - ;il: " I I ::l,::::'5 , � �� t� �� :l ; , , I I . I I �.. I � I 1. ". L . � �, I . I .1 � , � ; I, � I �,� 1,"�, ;�;"': ,,,l� ,� ��::,:.:_� `/// I I JJ Shm, , I , - 1, :��_11 I � , packing and joint materials used in the joints shall conform with all applicable AWWA standards. All DRAWN BY: JTC 'S'i I � I ; I �, � - - I . �I - . ,I , _^, 1, -I � � 1;1�", ,/. :: . I , , 21. All unsuitable material under buildings,pavement or utilities shall be removed in accordance with the new and/or relocated water services and plumbing shall contain no more than 8 I lead and all ,4, I i�,I . I r - I � I � .1- - 11� I I � I ) ( I I . 11 I � I I I I .'' I : � . � 4',,,�� ,� : .A geotechnical investigation report. solders and flux shall contain no more than 0.2%lead. CHECKED BY: JTC 1 I I A I I � I � . � " - It I K't ) I I I I., I . - I I I �� I I. I- . III 1 I I : 1 � � � I I I I � . , V, � ) I . 1� I I , 1__ � I -it SHEET NO: "I V. I � I ,, , I I � ��," .- 1,;� , I' I I ii'll., 1, � , , I I� ,, � I I . I � .� I"��'. � "I , t I I . I � I ". I __-1,,:� -1 ! 4 22. All unsuitable material is to be removed from the site by the contractor,unless directed otherwise by 43. All utility stubouts shall be marked as follows: I ., I � I I I I� - . 11 p �1; 1 1, -I I :,��I� -�, ., I 'll - � � . . q I I I I I . - I I I 11 � , :, - '. cl � I � I I ; - I Sanitary Sewer 4x4 p.t.post painted red � . I� I . � - I i I � I � I I , 11 L� - - ��, - I 'i, �� I I -,, 1- , - � , I I - .I 1, . 1� engineer or owner. 111. ,I � `1 " I'', ,� -i I ,. �, I i I,I "i, ,.,�i�l �-�,,_;� ,,!�,-"! I . "' ,, l - . I i 11 I I , I'_ i I I�t 1��%,'' I � _�1, I I 1 '� I I ij - '. � '!"l�'i,�i� , ,I I I ''I o, �i� : i i, , �, , -_1 ,� , �i:� . " , :.i,ii�� t:�,' , _�,-� .,�-," ."-,��,,�""i",_*,�i_ I- . . Water 4x4 p.t.post painted blue 1. I I I I 1.�I I I � , � " ' , _1 I I � I �1_ ", . ", , - � I I � i v � I ,�-'z,�,':�_ -,_�," ' ;,� �.ii:�,--, -I i ' I , I , �_ �v, � . . n,i� - I � � I_, �� ,�Itl � !I � ! ,��, k., * i./, , � 'i , ,� I : e�� I� � - t i�::. ".� I�Iii� ,- ", ,:,�, - ! " � � I i ,, � I , I . � . ,- F Storm 4x4 Ii post painted green C I I I I I. i- I � I I � I I I ,,, , - �`Ll . I il , . . I , I I . 23. Excess suitable material is to be removed from the site by th�contractor,unless directed otherwise by G1 mO � I � , _:2.�'; 1,,- � 1: ,�ii :`,,� li -, � 1. �," �-,- ",,, ? - � . I i �1' All stubouts shall be marked on curb with"W","SS"or"ST". I I I I I `, ,: �' :.�1- I .,-" :�- %� :, ,, �� . I . � �, � I - I � I � i ;I I �- � I I I I i I ill 1 1 I � I i ,� i I it i� iii I I 1� � 1� I j .I �i I i it �, I i� it I . I � . � , � �I I � I � � i l I M 0 11 I TO ELECTRIC VEHICLES � I I ,I I I � I I I I I �, � � � I I I 'I I 11 I ,I t I 11 I �: l S1 LOP � 0 1 9 J j I 1 �4� - 9 7f" r i, � , .,t\ A , , r) I I I I I I I I I I ,�! I lit I ill i I I I I � � �, - �� i2,i',, � 1�, " ' , �� ,� � - "? ! engineer or owner. j . I , I I . 1!,A , I� ,: r � I , - . 1 I 1. � I . I � I - - , - . , " -� I � I I - 11 I I 1? I , i ( I . 11 -I ,� �- , , � i 1 ",�,�:, ,,!, , I I I � , I I , I � I �' ''I'' ,I � 511",� ,� , 11 �. I o � I 1 . SHEET I I � I 11 � I I I I k �, I ; _�,� I�� , t. I I 11,iN - I . I I �I I I I I I . q �._ �/ I I I t" - 1 7 i I �� , .� " I 1. I I 1" I I I I ii-I �.�i,, i �� I!;t". i�,i -":�� - ; I 11, . - I I'll. - I, �, I � - , I I I .. I - - , �,, � - � : 11 I , � I I , I I . I . I ]� - I - I , , � �l "'' "I e " � 1 -1 I I 7 I � A I ' 'I" , I I .11 I ,, ,�', i� , � , , � , I - I I I �L - 1, A il � �1:5,), 1,� , I - �,� � , 1. - "I, I I - , 11, - 2 _\ 4 5 — - - �i , I ';',:Ii� ", I , � ll� �', I I . I I r t-1 I I �,�� , , � I . 1 1 �: - 'i � t - � �� i �:�; 1"'' -i 1, - �, ,� �: `_ I I 11 ILI I � I I � �, i - I I : 1 it ,� �, � I � I ; ) 1 , 'I'll , � � " �,i,� � 1" : I � �,1_1� , - 1� I� t,: I I � � Z��i - I I ��, , I - I ; , 1 I 11, I I "I I I I � �, �i : . I I �', � e : 11 I �, I,, � � I. I I . 1:, �: I I � � �,I- i" I� I I �',, � 1, . � A - ': l . , I � - � I : l' ' - I . � . 1"i 1, 11, I i 4 1 � "� ., I I I . . . � - - ______ _____ ____ - _____ - _ - __ I I I I I �_ : � I I I + id tI,, a r f +1 ;5 !, I_ 11�{7 b 4 5 ar 7 ;i � , 1 :+ 1 tr 1 t §.A' y I f rc. +p Y g ,e ,n, .. , i i � A A ,, - 2 3 4 5 L w e i" - /� I i / , I 11 �- 11 , , i ° � I � , 11-1 JASON CANNING �f p 'I I, h , f 4 ARCHITECTURE PLANNING INTERIORS ' it I I n l it 1 1! ' I , , ,�+ + o d I z, �, I 'I r "a r I 1 I' 1 1 i I , I l I 'I Ii �i'I l I w'�� I `! �I �" � 1 ! I I I /,; I. I tap,1 • II In�;ls, i. �.� I J . I". I iijani d d11�1 +:, 1i 11 1 ^1 - 1713 Furman Road I ,+ a,S ,, ,j', I �, /..K. 1 . "ill i 1, 1.' ' i I f ! I -. . Jacksonville Florida 32217 � 1Ill ,I r'' ' ��', w I T: 904.755.5589 I t, /� I i . ',! �Il`I ,a I I � f F: 904.406.7227 ;) ;�I 11 j gg jason@canningarch.com t I,,,t 1 % I y k! y 3 I; I t Is 111 ", 1„ V. ! I, c .1 I 31 i _i ! ,.l' I ( 'z �y _ I w D I I l l „ „ V 1 a ,:, , I �l „II - . D PROJECT ARCHITECT , ' y !1, 111-l'i 1' ,,, 1 + i �,I � I, I C JPISON-T-'CANNING '�? I )� I I X f ,, II I 'I 1 II ill.,� . J 1 ' ` �-. -\ / 9 ,�� , I 'I' - ,lI �f I 1 l iI III �jj i=� I I 1. 11 I 1 - IEi �� I^.: r' , 1,,, i I 1 - , ,� �,., .. 11 1 �- ,1 , is 1 1 1 MAP U 7��^r �+ /� �- w „ 1 i' LOTS 5, 6, ANI) 5.�1 1 V tr A �7 SURVEY AS VCDRDED IN �� ,� / ;l ,.,' �I ., � s� �.� �- t., (5 PLAT { BOOK 18, PAGE 34 QF THE CURRENT PUDLIC RECORDS OF DUVAL COUNTY, FLORIDA. -- :.,�'',- . I I e, r '( I i y l FOUND >/2" IRON I r ORCHID STREET PIPE L.B. 3857 %h �ii P I+ ` I I FLORIDA LICENSE�NO.AR95310 I �_ '` 11I 1+ >1 LOT 6, BLOCK 67 (S z0°12.00•• W ,904.00') LOT 6, BLOCK 6�/ I I ' IS 20°05'04" W 204.65' i u - I I I / - I �. 1�,�I, C �o yon FOUND 1 2 IRON it I �I 1 1 t - pp,I ;� ➢ piw , 'i1 1lt �! 11 -w l I I,t €III I l '' 1 li, I'I 1, 1' l I 1s Iy c11 ' 111111 ,ul !+ l 1 1 I� ��', 1 It ,�I �C / PIPE L.B.#1048 r 1, I i: t,,I�a1I� ?' iI " r1' 1 r1, I '1w 111 _ I4 t " on I w ,II ,,I'lI II L ,.u,a FI I ., i d�ryry(( O too 6O q. w. p, 'i1 1611E �, 1� I , I SII 1' °t �O �Q '? 11 I IIr I o, � -� MN /3 ;. h !,1 Ii I ( t' �� . a t 1 '! I `RC - ,1 ;I .I I } W k M, e g , I !; O Oq i, ,; 1,1 �I I Iih 11' a� I w''1, I 11 I I I 1 I4 ' V + II I I I l! � W p �� I 1 1 I 11 .1I . , I� lli �� 1- it . LOT 1 U � c�, I LOT 1 N BLOCK 66 a � ',1 �" BLQCK 67 �2 DOWN � � ) � I ` �I. I i i I �I 11 Il q� FOUND 1/2 IRON ONE STORY q� 11 w 1—MASONRY t w 't ( I I w / , b P!, y I. 0. IPE L.B. 1704 6' CLF, b 1 i u 9 �I o. # GARAGE 4 C.L.F.CLF0 0. �. /I I 14 ,,i I" I i'" I �,�4 i1 1 ' i !i I'� I r�, I ,� r,� "I I 9�i ca 4 C.L.F. 0: �� , ' I" i I C 20'12'00" E ?02,U0'} / I ' I (N z0°12'00° 1oz.o0') oo /o PROJECT TEAM I 1 'I 'A I` f ( P i I I N 0'02'17" E 102.64' Q 26 0 �' w II N / p ' wl '.i li Iy' ! Iu I ` I. ,L'': I,I 1 "' ' �' I4, CARPORt— I TI w r 3.3 3.7 0 0Lill,1. ti CABLE RISER 1. I I' 6' WOOD FENCE I I s 11 a,r I ! I 1 'j,r ,1 III I 1 I I ` I,., 29.$' "` I POWER POLE ,,. II I II 111 I � I d I n RETENTION POND �, r s.e CONTRACTOR ;y I 1 1 , , 1 I o , LOT 7 �: LOT 7w o JOSEPH D.JONES a I 11 �htt BASIN... q I I i ,i I I rI, !, p `n LACK CATCH 'a q I ;I J �y 904.334.9702 ,l �� o in M&J SITEWORK, LLC V..'i I I �� M 1 '�I I 1 I � ( I I 11 d I I I I I I I i w 2:.:.,....::. 36.9' I 1� . , I I 1 1 I` ll� I III r, ✓. • u... ... �.�.:... S0 I(p l I 1 III , q -d � I 11 t ; !I 144! �� p(. A }��. 1, I ,r I I I I''! I +� w, ,I `s:. A.✓ _ _______ ...?'.i�.__. ?LY _— _-- _ ' ____—— ___— It , = pp 1, 2 I ' 4 I I I1 20 D d ` II I ; ;I ' r �� ` 0�4 �`, p, fy ,� ems. w iw ! 'st I a« h 1134 X1� F. I !�. CT e I! "lly _ : .,� �Q a o ARCHITE W ' I �I;I I' 'wr J G i ;'. i 1 `— _ �i w w ''� LQT 6 � o JASON T CANNING 11 I - F.. Q, Q 1 10:1' .. .-... (� i ; h I o BLOCK 40 .LOT 6 x w 904.755.5589 1 I U7 5 1g7W Q w `- t 20 O' Q Iw U © ° ) ! I � 4 0 `'a Q w BLOCK 41 Q WI � 1.C: � I i , -'& `' � �w� 'l cl Q 6 MI.1z, , 3 I I1,�1 �9 {I �I! rt �13 �I' III'I' oat 11.5' A. . . ... scX /y� Ul IIr F,It II, I, ,i+' I,. -_. . .. C/J cls U I - /y� S 1• �,I, 1;' I, 1 � 1. E� to c55 9::7.' Q > y m 2 N i a l �, I it 1, ? .. o 91,i, 1 5r' { d I I 'I' I — w C�3 ...'.' U : h ` A J}\Y/ mm �: , �" , 1 f �A cam ....7:-B-- — X14 LANDSCAPE ARCHITECT P �1 . �w l + , 11 ... ! 4 a`y u �) JANET WHITMILL ;, .. JANET O. WHIT MILL R.L.A. INC. 4 � k .... ........ ... I . I i Q;-. -, I Q 1 904.398.7688 I w LOT 5 LOT 5 o , � , 0 w "o : ............ j I I Q o i ", BLOCK 4Q c, CK 41 / Ill ¢' I /.r I BLO ... -.. . .. N .. �, X< �� „ ! I I zz, .... .s'- - Io .I S. rl 6, 0 1.1 OD I D, io i e pfl, FOUND 1 Z' IRON FENCE ti / P � iitIPE L.B. 6 715 _ I'lo # y o.3' 20 07 18 3 W 101.81 0.7' `j I' ''' 'll'+ I I II,, I I �� S 20°16'59" W 102.16 LO 0 �� 19.8 !y i ,� ' I (S z0°12'00' W 1oz.00') �I DATE ISSUE (s zo°12'00' 102.00'1 1 ''' 1 ! I ,I LQT 4 A FOUND 1/2" IRON 6' C.L.F. X �; ; Iz I do PIPE L.B.#367,2 /'i /'/.,. ;i % `,i i ,I 1. ; y,, 11 BLOCK 40 11 1` 1, IE p �F 1 wL�T 4 l 'f > i Y iii �,,:, %..A w. i 1, l r i P ,I. 1 I, I:.,i 1 ;) I w .% r l ,II �L .,i,,,,,., ,i '„i ,.; ,i r _ Il f I I C 1 1 h BLOCK 41 r - k 1 _ 28 JAN 2014 PERMIT it`I@ I I` 11 I I I , _ 1 �, NOTES: LEGEND: ;1 I+ ' I S 1 I C ) ° O.U.L. DENOTES OVERHEAD UTILITY LINES11 1) THIS IS A BOUNDARY SURVEY. r C.L-F. DENOTES CHAIN LINK FENCE , 2 BEARINGS ARE BASED ON THE NORTH LINE OF WEST 9th STREET AS BEING N 63 48'00” W. I HEREBY CERTIFY To: WILLIAM G. NOE JR. ' I14 1 3) THIS PROPERTY APPEARS TO LIE IN FLOOD ZONE TED JAC L ND D BRA JACKREL HIS WIFE i ATTORNEYS TITLE INSURANCE FUND INC.• � , FLOODHBY FLOOD MAPS REVISED APRIL 17ICH IS THE AREA OUTSIDE THE ,1989,, C ,,,,';, I . 11,1 COMMUNITY PANEL No. 120075 0001 D. A A 4 NO BUILDING RESTRICTION LINES BY PLAT. THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL 5) ALL BEARINGS AND DISTANCES SHOWN THUS: r I 1 ST NDARDS AS SET FOR TH BY THE FLORIDA BOARD 5 I or AND MAPPERS, PURSUANT To SECTION E., 20'12'00" W 102.00'} ARE BY PLAT, ALL I /„ I � ��, I � � 11 II� I 1 � . OTHERS ARE FIELD MEASURED. 472.027 FLORIDA STATUTES AND CHAPTER 616-17-6 II 11 I FLORIDA ADMINISTRATION CODE. �' I Ii:i 'n ,i l��t — a•" �Lt l'r 1Yl�R� ANS FLORID A REGIS J N s 1' :7 TERED SURVEYOR NO.5563 1. I N r-s`: I 1 ROBE I RT D. TOMPKINS N i 1 I I le I � I ASSOCIATES AL`S INC. - �' 7. 30©3 ° 2 ¢ 1 I DATE: SURY PING & AMAPPING scALE: = 11 UNLESS IT BEARS THE W SIGNATURE AND T I ' 4770 BA HE ORIGINAL � — � 1 ,NES ROAD -UNIT 4 W LICENSED BUSINESS #5878 JACKSONVILLE, FLORIDA 322Q7 ;RA ED SEAL OF A FLORIDA LICENSED SURVEYOR AND \\ a f I MAPPER THIS MAP IS FOR INFORMATIONAL PURPOSES Z / / II �, (904) 737-6767 I SAND IS NOT VALID 0 I- O � 1 I � U W W 1 I W �' I ' m of T > I I f nI I i F- , NN L.L E � U 3 1 i U) 0 I ' Q Q v U = 11 1 z w :,> AI F ,: I 'I i, j j i I W W F- m U) P J O 11U I W — A I �r � I I I '�; 1,1 I l , i I I � I SII W 1 111 ,I i 11 ki , Q I I 1 Z n, I I u� i 11 1; ,, f A I- :I' I OI 11 ! li i Q 1' If la 4 11 1 u I 11 A 1 w, 11 I : I I I I ,i ,� I� w �� I ; � �; X11: I I , I I �� 1 I� I t i f 1 �l I ��,!�' /,'x I I I � V I r' I 1 1 I I I1 I I' 1 I i i I` i,r I I I , Ir 1 I 1 � I' rl I I I I: I 1 1 PR I OJECT NO: 1324 I _I 1 9i ;(I - w I a I I : , L DRAWN BY e ( k i ' JTC , ( IFI. F 1 1 11 1111 I10I ;� 1 ��1111 1a I I 111, , 1 I i �111. i �I' I. 'i I, ; ,,�� _ CHECKED BY: JTC r f " (' I , ' �' i. I SHEET NO: { 1 I� II Ii wa 1'l f j I 1 III, Il �'� P ' a 1 II r� r ' " �1 ,I I ' I.' , I,P i f' I 1 ! d ! I r ,, II I: f. I i I;o 1 II I,' I I �:� 1 1'I �� i � I� ! 1 l,lig B1 sO / „ 11 � I p i A `t �111� ,,%' � � ,,, {1'.1 i'- I 1 i + 11' Ij t . . I 1 1, I p rII S' I It' �'( !i I�e i 11 (. IS all;: - ,.,.. - r II ul SHEET I II I..II �if,. li� �� Il L1 - l �l 111 I �. II 1,1 , 3 4 5 — Ill� l (' t. {I illi 11 ' ;1 II wl 1.1 t Y+aC ; -,..., .r 1 l 1. ,, , , - - I , ,:. r ,. rr'� ., �o ,, .t.. 7 , I I. I , J , ... I + I I , f I t., • I I 11 � I d I � 113 li i �p(+,y l 9 f t i R I J S I M Y 1 A , :) { I. 'I 2 3 4 = 5 , I I I i 1 , Fa I � II I!["{ ! Cp• j,aII ' I r S• i Al JASON CANNING ARCHITECTURE PLANNING INTERIORS 1 1713 Furman Road II , •I �: „ ., .. .. ,I � I 1 I I � Jacksonville, Florida 32217 =I i X11 II I I� T: 904.755.5589 II j I F: 904.406.7227 I is r 1 c a I �... "� :. ..::...... { n r h m _ Jason@canna ga c .co ,. viz ,I EXISTING 720 SF CCNC. I I 1.. .. I , DRIVEWAY E '. I D R IV TO REMAIN N , PROJECT ARCHITECT i I I ; I � 1 ,a I E ._� N J 50N T. NIN , I i e EXISTING SIDEWALK EXISTING SIDEWALK I s ( !I^ , r ,. t, I 1 I ,r r t � �� . 1• I C i A FLORIDA LICENSE NO.AR95310 , I r , 1 I I — I,��,. I `11 , I I 4 , I I I I • V , c: LII. •.I' I. - E I :�::: ..::,i L% 1 r I y i tl of !Y I _ ...... .. ... ...... .. ......... i I rkrl r , .... � �^J I 4 . . PROJECT TEAM dl ` I 1{r EI I I+ II II.I flll I' I iI III 1.111 f IIi ( 1{ I •LLJ 111 t I r..I it I ` R _I _��' , ..] I E ..x �.I..rlt � I 1 �. •i, fi , Il,��aIr,`w;,a•r:d,!:l,,a�lart,,,;i,.ll:�I,;,:[I I{,l'j I I i!1�,I II I'I'.,•.t,TI�E�,,V iI�'I I.rr1^'IIt11IILI�y'.h',r.;I.rII(,na.,r'{I-:IvI.I,I'.�:4I:_,r,�r,I;=,L,.'.,4'l:'i{l: rII I 11r.ti�I6"�II I,,,l I•i I11{!�,�I,E1I,.,I'+I.I1,{Ira i,1.!I,,I I., ia,.I�.I„�I,ky',I`,�raiII',,,I.:Ih�.:n,I�,,I�.'�';;�.F+^Il•,:'E. (II,^.II)tk Ir{•f Ii�iIh,,`,,Yt•I I I!.II.Ir I.I.1I ,,II IsI 1I1A 11l,II;,Ii ,I I. __.._ .�..��. � � �I CONTRACTOR —ONImT RAC�ZJaWfvT O/- R _ I HD. O .............. M& 17E L C W 04.334902 ARCHITECT ry LLJ AS CANNING 4.755.5589 E .: LANDSCAPE ARCHITECT CT JANET WHITMILL JANET O.WHITMILL, R.L.A., IN C .904.398.7688 . ,- - . 25 APR 20 3 SD !EXIS I 3,8DATE ISSUECONC. PAD TO REMAIN 17 SEF' .......... 28 JAN 2014 PERMIT PROPERTY LINE N EXISTING SITE PLAN = 0 co QtLL 10'-0SCALE: 1" W w z0 5' 10' 20' LLI wQ 2 W WLUZ o W '^ LIJ WPROJECT NO: 1324 DRAWN BY: JTC CHECKED BY: JTC SHEET NO.SHEET A0 1 ' F, J I I � 1 ;I I I, ,a II� I I , I j I `. t I III.'.III ' I 1 I- ' 1 I I. .. ' I I L r q r I 11 , > i III ,�.! 'L. I' .t !i, II I`,,,'I I i „'• i .,. ."! D' s I� I,^,I!t I I I r I1.,'1111 � - - - -- - — -- - - - '�` - _ - - — ,. - - -. _ ._.. -�-_...�__ __. � I �� - : -. Ii a,1. NI, �1�� , L� yy ,, 1' p I L� I , 1' EI i 11 I I II r I ' { I I" , it ; ' s 1 Iii I' I� 3 I It 11 rl f { ! 'J I 4 i/� J 1 f - , 3 I ,: 1': 1 I ' I I, � 1 l I -' ,4 i I I I c; a 5 I I 4 , 1 2 3 F` I t r , ' 3 %h I ii "I ll , I I I i, I1, I , I ' I l 11I I 1 1 11 11 �t I! :, a "-b li,r /„ _ r. It ll �1! �ili�,�,� I I -1 . JASON CANNING i 1 1 I' . I I� ! I I :I _ , « ,1 6 I f ARCHITECTURE PLANNING INTERIORS i- I I I r y 1 ,- I I' `� �« I' III III, r I 'I'I; I I I I , � 1 1,1 I ' llr` I� 1IIi 1, I.li 11 ( I II `Y o- - ,1 r - 'I 1713 Furman Road y'� I . . I i . I1 I` I I 111.1.. i' . acksonville Florida 32217 . .. J . _ `I ( _ I .. J I T: 904.755.5589 L,, I I , ; , 1 I', V. 904.406.7227 ; -11I I , F• •,'., :i.ill ,, I:,.. ;:. .: I. i ... :`: 'a on cannin arch.com ; ;. . 1s @ g I 1 i I % '.. r. -. ' t �.. .: ➢ ;. 1 ` 1 , ; 1111 . ... , ... ... j ., ROUNDED TOP EXISTING 720 SF CONC. . I ' � 1I , I i:,. DRIVEWAY TO REMAIN 2 I 11 11 L f .. D PROJECT ARCHITECT D 6" DIA. PIPE BOLLARD 3 CONC FILLED JASON T: CANNING l O r . I .. ) , ;;9 , , / I I 1. I� II'D ._ _ I I r I I ___ I r» { : d ! I 1111.: ... ......... 11:11.. ........ 1111 ^ 1111.. �; I .� 1 ,. ^ 1:11:1. ` 1111 , A, `�, .. t eQ // i j , E 1 ! O1. 1 �1� 11 j'' ,I i I : i {'ftp -Z I I I I I EXISTING SIDEWALK ' = a F k TING .SIDEWALK1. : f EXIS � :� —N 4 r 1: j IV I II L i I , f 's1. t : Y 1. I ti - �C 1 1 � , L . t_ s. I GRADE 11 , , � I L. -, .1 -, . I 1 .. .1.1.1.11 _ . 1. j , 1 ! I,,. I ,I _ 1111. .� 1: _._. . ... _ :. , :: .:.: ..: .::: .. .. 11,:11. ....:. .. £. i:. __. ....... .__ .. .. ... .. ... i ... .__ _ `" , IV I 1111.. .. .. I I , i :.I .. ;: ��.;::: :1:111.: ........:.. :1111. :... _::. .. 1111 :.. ... �::: :4\ ,..;'. 1. ! I a _ J , , 1 , _ _ I , I — — — 1. FLORIDA LICENSE NO.AR95310 1 I i .: I Il L d .::' :: :: .: ..11. a _ , . - ,,. i I, ,'. {{ , .. 1111 ... ._ „ I 1 II. - ' I' , : ; ^ 1 > _ O I o I __ : - fl r . i - 11 p -;;: t i i p a1. — ,: 1; ' V, I d O 1 I E I ,I o I I �� .,'' ° � I l, 1 ;, I l I, � -4 2500 PSI P.C. I , Ii iI I I o h; I O. �' I f;, 9' I I I ,1 II I ;111 �.. , CONCRETE MINIMUM ° ; 11 I$ ( , I I ,I { II aji� 19` . a d (TYPICAL) 11 i .111 a' 'v % 1111 11 11 e (, k ,, i a . . 1111 I / . li ,I I i d :d . .. I , f LI , I ii sl , � .'v I, ! i 1• c I , I I __ 111.1 ..._ ' ,I I I , I I I f ff I I I % I I 1 —6 - 1 I — I I;' I I SERVIC I I -_ ..... O TAI L . ^ SINK I I I' BOLLARD 11 DE . I - ^ 2 I o I 1008 ^ I j n — i n C` Cn a„ l : 1 I 1 I 1 A0.2 1 = 1 -0 PERVIOUS PAVERS; I 1 EYE WASH 3Ij , p I - N7C sI 11 II SCALE: 1 =1 0 — T,oI�Er PROJECT TEAM :, I. C !I : It !I I b BOLLARD, SEE DETAIL o .. r .. .. ,. 1 II al ( I II EWC �,��. Ii i i �� I I I1: 11, , 2 A 0.2 . I 11 f 1 1, s , CONTRACTOR I . !''; L - ° p X02 JOSEPH D. JONES I It ! Z OFrIG JO ; 1 ii I J J:>:. i SITEWORK, LLC I I:I. , ; E NEW 5,9 60 S F ,�B ;� 904.334.9702 11; _ w y — I . METAL BUILDING --i I , 1 �: �:, z I 1. L:::, 1. I I::.;. I . p ill ^ i ii "> C) I 116 I , . : l III W ^ s I oo II: I "I 1 I , IL .. 1. /, i �. _ - i i 11 I , , I 1 � 1 i, `i I 11 1I 11 11 lI 1. ° ARCHITECT , � 11 I1 i 11;_, 1 r PI II I I �+::::' JASON T. CANNING ,,„ 00 1. 1. 1. r L; „ I, 1ll 904.755.5589 ii .{, t i 98 S F , 3,7 C ,. - e ,x ..,., 1. .I' 1 . ,... -. _. ��,.< EXISTING r -; <. I I 1r I I I � - CONC. PAD I. 1 1 , ! I Ii I a– I I V I J t -- - -- . 11 -- -- __ I''ll11� p — --- ---.-- --- - 1 — PI I 1 I —T — —..—. T T —.-7 ,z ', x,rl 1,�{ rI 'I 'i 'I I 'Ir . I I �l 1 i' a - T / i i _ „y � I r I N I -� I jam" ;r �, !„ 1 fi .,1 I / i - f ,, 111.1 i LANDSCAPE ARCHITECT "°•'' I'll - a, ,,f, H I fr, / , Y fl I { ,. I I JANET WHITMILL ., I - , I1 : , , { i 1 i I I,�� 11� �. p Il I n ��r lr' w ii .I d 1S.i� JI. 16 s , I :i 11 .. ... - , / / - s,q Y- s. t „: {I'l p' ' ' ,.. 1 i I III I i.. ;>::: .. y JANET O.WHITMILL, R.L.A., INC. ,••; I 904.398.7688 r :1 II- 3 I , 4 I 1 i , I ' I . I ,,,.: .. 9 . . 1111. , , : .. / ' , .. .. 1 V .. .111:1: :::: :. ::: I ,/ - / Y" ' I i s f /1 I r : :. : I f ff ,, : 1 ff 1. :, _ :/Y *:' 1111 I 10 0 18 —0 < —� 18 0 6L 68 —6 .111: I 5 —0 11. I I 1. ' 11 ri i11 U F %/, , 1 * 9 II 1 It ; I I 1 IIII;, __ DATE ISSUE r { A r I, I B 201 ,: ,1 IP ;;,<, , . i i, ; I II I (: 'III I' i'.:' 1 1... .I ': I 1 ,,t ,I ,' I 11,11 I, � , ,I. � .J 1111 B � 25 � _ /6 :;:, �ii "r 1 , ,. - A ,,,,.,,,,,,,�, ,, ill ` / / i ll i ii IfI 1111. , , r ; ; �; ,,, / . ; < ,4 lIII (:1. - .: ... :. 11,11. �j II :: 1 �' - - - - — ; : L; 1 1 4 _ .._ — — — r L „ 28 JAN 2014 PERMIT .�___. — -�� 1. - - -: I i; I r , . 1 T r... r I I , / , � I tj, _I 'J fL: E. 3 .. ,I I. ,. ... .. ::. 1111 iirn ,, .. / ,: < r / O i. I I. I , a .. :. .. .. :: — .< I -, i , I I . .. /. I . /. /111,1 r; I . /. , , I _ / Lf) , : , I11 I i / / / / i I -- _ ;m - — �. _� _ _ � � , 1 . ;: : :. : ` :.. ': 1,111. 1. I1. 1. ::. ' 1. :.1,, . : 1 HATCHED AREA INDICATES AREA 'OF 3 11 �II 1 :. : rin, ` PROPERTY LINE EXISTING PAD TO BE REMOVED FOR ': 1111 1111 °,,ue I I 1; ::: I , SAND DRAINAGE SWALE �,: I I NEW PAVER 1 . , S, f '.f I L ... .: : I : r) /��/� r-' k, I I' i \ VJ rrri t I I I '_ � u c r i i 1, I i CV r;,,,1 , 1 h t: III I I I _ e; � i ; 1 Ij 1111 ; 1 1€ 1 SITE GEOMETRY PLAN scALE. I 10 v 11 � _ I1' ' I,, II I' _ - — , 11 II (A / C , 1 ff �. z Q a. i i .I 1 ,' I o Al 2 SCALE: 1 �0-0 F— I I : t i �4 ; t I 0 5' 10' 20' c� W �; I I I : II Zi: I 1 ': 1 1 ;ict 0 11I I I i { I 0 I-- 1 III [ I ! � ULU � f d II 1 I ry � LLI W 11 I i,. M 1 ,Ar' /' L.V 1 Of I I: � j{ ,: 'i ,1 I I I— %, I I f— U U „d I I I , , , 1 a U a I� I I' 1 4 I ' 1 -®,- f/, r.'f' i 'I O �I , rv�1 I j 11 . /., f 1 - L, �I i t ' I, i 1 Ii I 1 I, s t •I W W I P II, I I;fk ,, I ,li '�, 1 I �. Q ;dI„ I 1 I J11 I I - C7 I '1 W ;, 1 I ii i 11 I i „,rl I � { '' ' J ii: I w Q '� z W /111 r I r Z Q 1 11 1, i1 ` J % I,I' f 11 1 G I"' s 1 1 II. r I - 1 I;I O 11 l' � Q , I: V J I s I i t t 3.. 11 , T A li: �g I I IllI - 's 1 : I ,. i �: A 1 �I It II i, ,I. I I � ' I I 1, 11, I. I R , . il ',I I' /I I , 1 �I I"�' I { S I li 1 V' it ! � I PROJECT NO: 1324 4 1 I ,I 1 E I : •, 1 .I III : I /. ! �I Y �I I 1 �I DRAWN BY: JTC ii �1 I1 , I I HE E C CK D BY: T J C I I E I SH ET NO: ! 11V :'Al.l 111 - I II I I` ,t 1,,iI I: i I I i '11 'sal I. I. I 1 I I �j Y II I I1, I !' 1' � �i, I ( I ,I kl l III III /,,% 1 i. l:i —.I i1 : _ A0 ' li : I I 1 . I I I i 1, I I „L� ■ L. _ I; I 1 I �iI 1 Ir, I I ''� I c I 1, , IL I SHEET i I I, I I. 1 Il I ,r I 1 I 1, 1'i I III 1 f I '11 I I`1 : I I 1 2 3 ;;,, '' , 1i,1 , ''I I ,1ii I FI I � ' I I I _ � • . I •I I SII � � 'i I I I ,I I r \ _ b t ' lif 1 r , I � I I c ' � I< e; I. ,I I ' ! t.- 2 4 y 3 5 f� : 4 i V I I ill it I I � I, � � JASON CANNING 0 � f I I s I I` I I s I � I � I ! ARCHITECTURE PLANNING INTERIORS / - I I ! I , IIIIII 'Ifr I I III, - 1 13 Furman Road IJacksonville Florida 32 217 T: 904.755.5589 ' I I I v .. ' lI I I'I 227 II ' F: 904.406.7 , I II II I arch.co m 'ason cannin I I � g ! I I � _ I, ,I , I r I I I II 'I �a 1 1 ( I S I I I IID D � _ I IIf I ; I 14r§ 11;.w�t IIIII�•tliII I. .:!1:B,d1)Ii•:' l II III diI IIII1I l 1;��'pIIII,_1LIIIIIIIIII1 IIIIIII� II1rI1II1 IIIIIII II I sC1iSI5I`rB, : � ._..".. ........ P�t ,Rh,_, �OC�_r,�JE C Tj 1 ARCHITECT R HITECT JASUN'T,'CANNING , % SERVICES TO EXISTING WM IFL RIDA LICENSE NO.AR95310 I I PROJECT TEAM l IIIIIE CONTRACTOR ItIIIIJOEPH D.JONES M&J SITEWORK, L , ' , i r`.. I, � 1' , .. I III ' IIl I 1II II,II,II IIIr,I, II l l 1., 1 1 I,1 I I 1,!I ,III g , :...; �I 4 n PVC) '— IVmUJtcQ/-�- 's ^„ L C 904.334.9702 I O ARCHITECT JASON T. CANNING 904.755.5589 II O , 2 I ER LANDSCAPE ARCHITECT I , 1 5 WAT JANET WHITMILLDOMESTIC SERVICE, TYP. JANET O. WHITMILL, R.L.A., INC.I 904.398.7688i , I 4” C/OUT INV. 13.45°, DATE ISSUE BB t ;/ / /% i „ „t , %; _ 28 JAN 2014 PERMIT i . Ill , PROPERTY LINE " , `^ W n c,WA€ , SCALE: 1 10 u. ZoISCALE: 1 = 10'-0"TER AND SEWER PLAN C� W wW 0 5 10 20 O JUuLLW W l d 1 <I �w II _j W �I W Z I < I A A I I y , PROJECT NO:IlITtDRAWN BY: JTC ^ CHECKED JTC SHEET NO: 'y I , i 0 I 3 , .,.'��',,%,i%;f',•%%,„%/;s}z�„,,;�:r�n'r,'e5.�.-,�, S . � �I I C' I 1 I; I ,I I I I l �- I I II 1 �I I, II I I I ; `I I I� II , I , I I I I ' , •I III I I I I ,I II I I 'I�� ' I a �” I� I � � SHEET " 2 � 3 4 5 �I II t d I I , P � I I I I , !� I 6 I `1 ��.; t h j II I i 1 l j I �'i f; i' '-• I , M i II � -I l it p} II 2 3 4 5 III' y! t r, •E7 11+3 i1 r I'a,r , ! �li r .,,r i:s ,.�,,,, Sr P ,lh,.; ,>, ,y ,j. ,.n.'r iIt'I;' JASON CANNING i i l k ARCHITECTURE PLANNING INTERIORS II pt 1713 F d Ir I , lil r' I Furman Road �II Jacksonville, Florida 32217 r • � 'N! I�I� I', �, I I 'I, Y i , I , T: 904.755.5589 ; ' , I, r((I F: 904.406.7 7 , II { I ason@canningarch.com t I t l i III : - � .. I: I , TOTALLOT SIZE: 15,294 sf. (Established from survey) p _ PROJECT ARCHITECT irr,3 r h l i It I p ' I 000 S TOTAL BUILDING SIZE: 6 IF i , � I II JASCNT. CANNING II . EXISTING DRIVE HARDSCAPE. 199 SIF I; PARKING HARDSCAPE: 6,148 X .5 (Pervious Pavers) = 3,074 ... TOTAL HARDSCAPE: 9,273 SF I Ii 251-011 PARKING CALCULATION. RETENTION SWALE I II, III 1 .0/400 SF 15 SPACES I I I I I , ... .� .. ..... ... ..... .. .... ,'\' -� 57 6 , I BUILDING HEIGHT. 28'-6" v\1 - OI , 1 O FLORIDA LICENSE NO.AR95310 MAX. i ^� L ' I _ l 1 1 O � O '� O I I I , � II, I I' IIi'j I I, �' , II ; s . I r i Required Storage �Lc�lurnie I �o R�Lry]ee 11,1 Yl� �. , i I , t f_ J � R � r� �.� ��r�ic� m,.#t Regpial mS _ �r�#c � of il�ar€t#� ��c.f�#� �>��#{#� ��.�s,rs# � and # S<....t 7€� ,b4 ,��>�, ��,. ��y A ,f, � r v ures that the diff ere ,e between the ,l a€€ �tJoaefO of # 11Ltl b4 .s I• r f �f�ar��~�-an s€��. Vol.#rr€��f I��rr�ff I:��:i�f€#��;�€.�fc3ilr��,�; III I I = I t: �: .f�;�:l�t'ti C�# �:ut€tiff - ]-#,,l,# ��yy y (•, +)�,[-.{fir;�� :gn,re (. .._ PERVIOUS PAVERS �. , • �"ri. ��'�l�r.3:.�, lot i i ..4��AC.C1 cF. �tset i ^ I I yy , 1' I yyy R=25r 24-hr rainfall id.,pAh(9.3-#nchps for Atant c Sill „ o{ ' Ip " :gAno6volume:: : NO ... ,. PROJECT TEAM i` Area A 115,294 ' Co 0 d Runoff Coefflden Area l_'£P.t Area�T$a J9p 1 Wed "C" z CONTRACTOR i F - 1 i ,.�'<s f 14 1;i? 0, Est. from Survey 1 1 �� 5 y _. I JOSEPH D.JONES I I II J .1 { ,: .I t i 1 ;I ,, , 4I I I, , I � I• �#�€c��s _ M&J SITEWORK, LLC11 4�1 1ss24O.�C01 ; _ 1 E 1 II , I� ,,I I,ILfIE. .III,;II,I{,��I I I I; I,,I I ,:I I I II I I :;;I', t I 11 ,, I I1^,1-s 11 ,',•I;I I 1 I I I I I I,.;^ I ,I III'^,I f I ',' I LI : ��9� . > t -_ : - `� — 904.334.9702 OI Rur �f 'C��f�`crenf(C) 0,40 W Runoff 1fc31€ t ,I 1r i .• Iw p, , 6 , ... # X 19 ,� x 3.3 1 1 ARCHITECT I b .F.E. 100.00 � BENCHMARK F ' o l.w(�,,: ::: !;, ._ '° 'u i :'^i, 4�I',::!,V :4 r,. J I .I ,,. ' � , ', .:1. .•. I �� " . .. l2 _ .. 'I••�' 'I JASON T. CANNINGP3td#yeI€yta t.Runoff Volume: - 16,294 n– 904.755.5589Lo�Area � ) f1 ^ 0, q Ra1Mloff Coefficient , nl I ' Area Lot d4i"ea TIC., wtd Il $.7erJr! ilonI -^E.� I ;_ s 3 0 3 LANDSCAPE ARCHITECT t01 _ JANET WHITMILL Runoff Coefficient(C 0.69 JANET .WHITMILL, AINC.INC4 — , II yy 904.398.7688 Runoff Volume I I9. p i , c , 294 x 93 1 12 t ,g. I: 1 .I , Re:1 I ulre'ci tora �Volume � r. €� is r�€gnt R��f� Vca!€,€ c-�- ;�€�� Ica rn��t F�.�#mff �'�i�a€r€� (�`'� �� tae a� .. P I DR 3, , ----- Dill 3 70 f� ISSUE 13 , I I , �. 4, 13 °� kP�' ya Stora.. � ^J ... / , ".:: /„1 t r I f � I I L I ! I I _ I , I I v Storage --4 tion Area Eleva 28 JAN 2014 PERMIT , i I I: i _ . TOB s Storage� '} RETENTION 125 _ ' I 1i I it i I O _ 8 TTS , i r t r IF i y: „ I OR sZ 5. T l II ppnPPRTY I INIP Elevation Area Storage Z Ii I 3 Q ft BOTTOM U) J r . � t m W m Q. II Ir`I I E I II , R # I r N Ip E' plh I�' I0 TOB ��_ W GRADING AND DRAINAGE PLAN SCALE: -10� v � i I p a � f � o A1O A=Area= round torag LL 2 � .2 10._0. 2sSCALE: 1 Q— Q c� ww P r _ d= depthto E HWT= � �'� 0 5' 10' 20' z > pore rare factor 0.3 J O t I � LL l n ��l ft €€ 3 FUJI r t 10 Q ^li t,l ,,I I •I,, I! I I l 6 F- Lu I j, �IP I4; R uired TreatmenIt Volume 3,37' f W W 11 t LLI H m z r I) V p. ,h p ° ll" Tr : ftliFI�1 3,401 f � W Q PP _ — I W W � z I Q Z ,s 8 Z J L:. _ ,,, I I ,1�8't ,III, I; ' °Ii III ' �I „ � k I , l , I I { € PROJECT NO: 1324 , DRAWN BY: T J C CHECKED BY: JTC i I , I I SHEET NO: r 4 I' , E i f AOm4 4 - ,,iSHEET 4 5 r 8 z I 4 E6 °�I f..j { 1 py , ,:�- .r ;.I "•' I, 1 I , , t I fl „� : 4 I I i I „ i I� �I1 �, it • Ill, � � 11it Il +' I , + i , ., 1 F � l� �x, ,tl , Il �,, , I ;l ,il, ll ,�, l I l� ulll �I l l L NDSCAPE CALCULATIONS 1i11 { I I , �, , A I ;fl �u5 i ,I !h t FI ' I I iI 1 a '! REQUIRED LANDSCAPE, INTERIOR VUA 11 I1 r I,,I ,11 III 1 0000 • Z 1 !1 I1 ,al`I' ` I 1 PUBLIC VUA: 5,528 SF. I ! , z1 lI l r IL 111 �. Q 14 { I,, , • r ,' I, I {+ 1 �i� ' . • Z f 1 , 1 _. '' 1` —112 S F ED. 552 SF. ) PLANT LIST M REQUIR ( J II J �,`" fl1 , I, I • �� SIZE SPACING * NOTES INCHES o e, l i 1 , ,t 2;: 1.1 ,, �, r fly,,,r `,�,, r I I I I' a I+ �I! , , I .� I i . PROVIDED: 440 SF. 0 I I , 1 + ' I I QTY SYM DESCRIPTION l I! ,I ,! I ,II , �1�1 '< TREES: I TREE (I SHADE) lel I „I I 1• w .� o f I 1l iII, i. `' �'`� II;I ' ll 1I' �, , ' � SII'° ° = F/9 SF/SHRUB = 15 SHRUBS 2 O QV QUERCUS VIRGINIANA "CATHEDRAL LIVE OAK" 12' x 4-6', 2" CAL. , 4' CT, MATCHED AS SHOWN N, FYN, FF, WW 4 * !: „,'°'+'I I; , + II III° I . �I . I,?1 ,l'11 11 ti' 1 SHRUBS. 552 X 25 /0 138 S — }' , I,i , LI LAGERSTROMEIA INDICA "NATCHEZ CRAPE MYRTLE" 10' x 4' , SINGLE TRK @ 2", 4' CT, MATCHED AS SHOWN FYN, FF, WW, OHE 4 J 1 . I, 2 O I� { a{,I Ip III I rl I I , fl l'IIfl ' �I,!1_lll' tr a ' II+ ,4 t ' ,!i iti'I i f. [ i I f }I�, i,,s ,I 1 ii 11 ii It , { , + I, 1Lr.r I 'I 3 y # „ „ i i u i � J {s6� i` ¢" ,l, 1 ;I ; I,.. I, . tII ,I I,;I i!'b '... II 1'I. "rl• I f , L,, 1 ,1•:'I II: I ';,a - 4,I; iI� $ i , 17 ',II + III ; II ; all is H REQUIRED LANDSCAPE, STREET FRONTAGE 2 JS ,JUNIPERUS VIRGINIANA SILICICOLA SOUTHERN RED CEDAR 12 x 4-6 , 2 CAL., 4 CT, MATCHED AS SHOWN N, FYN, FF, WW 4 I1,,•.l j.:1�i .I ,;:IIS; i' ll ,,� i' I ., , lil I ! 1. 1,A l ,, �:;', II , I N 0 RT I— `` , , 1., i1i, �,, .p : 1 J 12(TOTAL, � ,I `l;i! ,ial,,.'I IaI 4E. I I ' tI , II� I.: <:,I� .E !iI {:I lhll g,l Il !1 " I f� ' II' 1,1 1•`I,I x lI � : 11 ,, ,1 VUA FRONTAGE: 60 FT 14 o LJ ,� n �, � I I i 1 1l j11 " 1 ; .LIGUSTRUM JAPONICA LIGUSTRUM 36 x 36 , FULL, MATCHED 36 OC. (126 SF) FYN, FF, WW ' 1 i`I , 1I .,l I I ;� II ,l „ ,� N, FYN, FF, WW �- z E w _ d �' ; 1'°'1111+;3.11;11'; I''1 "I'1'i lig �'' 4 1, { �', REQUIRED. 600 SF. -189 SF 19 ® IVN ILEX VOMITORIA SCHILLINGS HOLLY 16 x 16 , FULL, MATCHED 36 OC. (171 SF) Il 4i,f l 1 1 I , , I 11, Pr 1 ,a 11 �, 6 1 , n1�.` a 4 ( V) : +,, , I� � � rl' �'� I ' PROVIDED: 4II SF. zo II "I1, 11u i� 'is'i I , I ;, n u U s �� " �Ih; ,dui' ; ', I `�1, � SOD PASPALUM NOTATUM ARGENTINE BAHIA - TSA FREE (WEED FREE) Q Q r , I ; 11 TREES: I TREE (I SHADE) I� 1 ° - . / HRUB - 15 SHRUBS SOD ALL 4:1 SLOPES OR GREATER 10 FROM EOP AND ALL DISTURBED ROW. COORDINATE FURTHER GRASSING WITH GENERAL CONTRACTOR. w N SHRUBS: 60 LF X 75 /0 45 LF/3 OC S SELECTED SOD SPECIES MEETS ALL CURRENT LANDSCAPE AND IRRIGATION REQUIREMENTS. ANY VARIABLE WILL REQUIRE GOVERNMENT APPROVAL. o-" F I ' 1 Q N ! i h' 1 U e I I V) X , i 1 O ) Y O P E R T SHRUB w 4,, � � � � DSCAPE ADJACENT PR , I I t��. 1 I' � 1 ° � I �� SOUTH REQUIRED LAN o m ' �° I VUA FRONTAGE: 60 FT PLANT LIST LEG END: Z 11� ,� _. !� ' , I I . l-{ N-NATIVE, FYN- FLORIDA YARDS & NEIGHBORHOODS 2006, FF- FLORIDA FRIENDLY, WW- WATER WISE 2008, Z I I, �, 6 ,1I :'' I ` 1 ❑PTI❑NAL TEMP. MULCH DAM {"'' I REQUIRED: 300 SF. OHE - JEA OVERHEAD ELECTRIC (ACCEPTABLE PLANT LIST) AROUND ROOTBAL CNO SOIL) t, II. , �, Is , ,,I It z. , 1 + l + I _ - c ? V �1' r' T❑P CF R❑❑TBALL 2 8 3 MULCH �� I +�� P p 0 V I D E D: 3 O O C�F• AB❑VE BACKFILL S❑IL MIX Cl/4 S❑IL CONDITIONER & 3/4 YELLOW SAND 1 ` :, ',., ,' l , R J 3 '' �° 1° ; � I �`� I I ' " j° � � '�1' ° �� ANOHOR sysrEH 2 OR STOCKPILED LIMEROCK FREE TOPSOIL) � I" ''' 1 1 f 1 TREES: I TREE (I SHADE) EXISTING LIMEROCK—FREE S❑IL OR 7 I oI ANCHOR SYSTEM 1 kk VIDE POLYESTER STRAP a + ,� I I , + 1 I11 , 'I 1, I' 2X2 PINE OR STEEL U—CHANNEL FENCE VITH TOGGLE ANCHOR YELLOW SAND (COMPACTED) — U It ! 11• ' •!, POST ANCHOR STAKE ONTREE)EACH SIDE OF 2X4�IHOARD (1OR 22 PER TREE) ES r,.,,+ .,. .. ,>., , I , :,.: " '!.I1 ROOTHALL (1 OR 2 PER '� ` E - i I . ' 1,,�, 1 , 1 II 1 IF R❑❑TBALL IS CONTAINER GROWN — I I 'l'1 t, 14. '1`I ES REQUIRED LANDSCAPE, ADJACENT PROPERTY 8 EQUALLY SPACED VERTICAL SPLIC 111 W T I �-� �; Q , "" Ir { �r , 1 'l 1 I 1< ' I I .i I i , II I ! I` I RONTAGE: 97 FT 3. 3 �' VUA F ROOTHALL CL O I E Ii •, I ROOTHALL �, p 1 O ' 1, e Ii TR EE TRUNK r' ,, N U I Y a RUNK w TREE T 8 }.' 1 7 J ,� J, ; 1 REQUIRED. 485 SF. _ s �' ;aI 'I �� I I ' t ! PROVIDED: 485 SF. ,TBXALL DI ' // p 3 I i 1 (. 'L. BED VIDTH VARIES RYP.a') VJ Y `'c,.. ,,' J i' h,' �'I I. , ! I I - l 'I is EES: 2 TREES I SHADE) I; if, Il�I! �' E.� ;,' " I � ; I TR ( SINGLE OR MULTI—TRUNKED TREE .• ',I I' i , lh ' ' ' : ' SHRUB PLANT/NG DETA/L �Q I � t� WATER BAG IF N❑ AUTOMATIC IRRIGATION III AGE & _ l �� !I I`� ! EAST REQUIRED LANDSCAPE, ADJACENT PROPERTY 1 ' 'til 3 9 'LII" iI I I F B&B, REMOVE TOP 1/2 OF BURLAP & WIRE C �a al , 1 �! ' ,, s 1 � ,1 M �e f I 3/4' STRAP THROUGH 3/4' WIR ALL NYL❑N STRING, STRAPS, & PLASTIC WRAP ' Ta ! I ' ';; I 1 ! i i I ; & " 11. VUA FRONTAGE. I O F T (INCH BUCKLE TENSIONED CH DAM '• ; I" : , TIGHT OVER 2X4 WOOD WOOD SCREW PLANTING N 0 TE S BOARD (LENGTH EQUAL TO PTI❑NAL TEMP. MUL �+ I ` :I',II li il, ::' l I I; l f R❑❑TBALL DIAMETER) AROUND ROOTBAL <N❑ SOIL) { l I i ED: 50 SF. 1. The LANDSCAPE CONTRACTOR is responsible for verifying project 18. Plant material soil shall be "native" soil that was removed from the = lIl i. . I 5 I ( �I R E Q U I R T❑P ❑F RO❑TBALL 2' 3' MULCH i ?. [. ER & 3/4 YELLOW SAND site conditions and all uantities indicated on these plans before planting hole. If soil is badly contaminated, good quality soil shall be used F- I ABOVE BACKFILL S❑IL MIX <1/4 SOIL CONDITION q as re lacement after contaminated soil has been com letel removed from L 111 { I ' I I I PROVI DED: 50 SF. OR STOCKPILED LIMEROCK FREE TOPSOIL) Commencing any work. LANDSCAPE CONTRACTOR shall notify the P P y O „{, EXISTING LIMEROCK FREE SOIL LANDSCAPE ARCHITECT If SOII conditions are oorl drained to Alantin oleo. (/) ,; ,y, I 19. Ater sodding is completed, Y W w' de areas shall be watered b Q ! : TREES: I TREE (I SHADE) iI ' .'. ; ; ""' • ' YELLOW SAND (COMPACTED) determine is substitution of materials is necessary. g f the entire si 1 I l „ ; ;II ,".r. •.< :'. hand or irrigation system each day for two weeks. After approximately one 1-- , : .. . . I, , ,l 3 + d s I, i 'K I; j I + 1 8 EQUALLY SPACED VERTICAL SPLICES 2. SOII tests shall be rovided to evaluate various press of the _ _ — IF R❑❑TBALL IS CONTAINER GROWN month of installation, sodded areas shall then be top dressed with a 15 0 15 U (n gg ' I: f I 1,1 • aI ` IDE POLYESTER STRAP - _ landscape (especially the parking lot Islands) for pH, available commercial slow-release fertilizer at a rate of 6.67 pounds per 1,000 square — LL•I 1 . I ,, { I ! AL TREES REQUIRED: 6 TREES (5 SHADE) s 1 , T O T 3/4 �✓ ` ' 2 2X2 PINE OR STEEL U CHANNEL FENCE O y I E I I, WITH BLACK PLASTIC POST ANCHOR STAKE CONE ON EACH SIDE OF nUtrlentS, phosphorus content, bulk density, etc. This Wlll serve feet of area in an evenly broad-case pattern. _ .J 11 L . I,1 ,'.'d,il.l 1 { j 1, OR METAL TOGGLE — 2 OR _ 1' ,. I,' • , HARE ROOTBALL (ANCHOR SYSTEM 1) to ensure r0 er lant selection accordin t0 revailin soil W LL. ! 1 I �' T O T A L TREES P R O V I D E D: 6 TREES (4 S ) 4 PER TREE w P P P g P 20. The LANDSCAPE CONTRACTOR is responsible for all fine grading 1 `; (ANCHOR SYSTEM z) conditions, what lime/sulphur applications are needed �if any) re oration for lantin A I re-emer ent to all beds nor to lantin P P P 9 PPY P 9 P P 9 d' - , ' I ! { and long-term survival of plant material. _ I I " TOTAL SHRUBS REQUIRED: 30 SHRUBS 1 `A I ; (� "�'""�"°' 3. All plant material shall be Florida Grade No. 1 or better 21. Rough grades will be established by the owners general U I.n U Y ' f ; I I ( BEn vD)TH vARIEs RYP6) nurser rown in accordance to Florida Grades and Standards contractor at approximately 3 inches below curbs, sidewalks, €. 1 1 ' ' 1 D: 33 SHRUBS : - TRE- PLANT/NG DETA/L 1 y��g hardsca a amenities, mowin stri s and abutments. All materials I Q '�, TOTAL SHRUBS PROVIDE k Latest Grades and Standards For Nursery Plants, Part I AND II, Florida P 9 P I W I i i 1 , ' I ` I fI I i I , I NOT TO SCALE Department of Agriculture And Consumer Services or To The Standards shall be a minumim 30 from buildings or walks. U m Ili EI I �l ;ll l ;' in the latest"American Standard for Nursery Stock", America National 22. CONTRACTOR shall coordinate construction of planting areas w U . I „ - I1 I I I ' I Standards Institute. 9 Ys —J _ z I with installation of irri ation s tem. O U 1 II i WEST 10th STREET 4. All plant material shall be container grown or B&B. B&B 23. Where seeding may be required on the plans, germination rate LJ J I— , I Is t ' . , �� '`'; , • '� a"'.,'I' � 'I`+{' - 50' PUBLIC RIGHT-❑F-WAY ' �„ materials shall be "hardened off" root pruned during field shall be the maximum percentage required for the variety specified m Z ; 70 1i,1 '' 60' NORTH EXISTING 720 SF production and shall be dug at least several weeks before at the rate of application specified. I' I ' � I,, 'r �• a planting is performed. 24. Sod areas shall be SPECIFIED Grass. Grass for sodding J + � .I �11 I' �. ! 11{'.;:I, O STREET FRONTAGE CON(. DRNEWAY TO k 5. Plants shall be sound health and vi orous, well branched and shall be freshly cut in squares one foot wide by two feet long. Q Q 4 t I 1.5 CONCRETE CUf�B & GUTTER , i densely foliated when in leaf. They shall be free of disease, Y• I I, ; 1 1 1 I '- � � REMAIN f Y g 'god shall be health free of insects and weeds, in naturally flourishing � �' N11 �`2, I Il .i I ? , : 'I, I I ,I" , !: EXISTING SIDEWALK _ insects, eggs or larvae and shall have healthy, well developed root ,onditions. Dry, brown and unfresh sod will be rejected. W III 1� i ; 1 DCISTING SIDEWALK �_ systems. They shall be free from physical damage or adverse 25. Sod shall be laid end to end and side to side in a staggered : �, I 1 + I' o fo m a uniform la er. II unev ed es shall be s uarel I { I ine t r A en uld revert thrivin row th. conditions that wo Y 9 q Y 1 I P g 9 ,� w { .69 N ,LO OZE a i I c o iece. �, rimmed to a low Ise and firm fittin of each " + k ! C,00'OZE 69 43 03 15'011 k1 , 6. All plants shall conform to the varieties indicated in the g p 1 i plant list. 26. After sodding is completed, the entire sod areas shall be Ld G 1 I! - I ; 1 , 5 L _ 6 C.L. - cn o o atered b hand or irri ation s tem each da for two weeks. W - b Q 7. Substitution of plant materials will not be permitted unless `N Y 9 YS Y Z • • • • w a Sodded areas shall then be to dressed with a commercial fertilizer i PERVIOUS PAVER authorized in writing by the LANDSCAPE ARCHITECT. If proof is v P �i I l '1 ! 'I` llI � �:, � ' a )ant s ecified in not obtainable a ro osal as directed herein of the rate of 12 pounds per 1000 square feet of I I submitted that any p p p p I 11 'Ii . ,11, ( 1 ! ! II. LJ 2 LI 3 L a area in an evenly broad case pattern. j �� I ; I I will be considered for use of the nearest equivalent size or , I ; , + -1 variety with corresponding adjustment of contract price. 27. The LANDSCAPE CONTRACTOR is responsible for fully maintaining I 8. Plant material locations and bed outlines shall be staked or all plant material on site during and before planting, until the I , work in acce ted b the LANDSCAPE ARCHITECT and or owner. I flagged on site by the CONTRACTOR and shall be adjusted if required P Y / r ` I , I ' I p � to fit actual as-built conditions on site and approved by the owner The LANDSCAPE CONTRACTOR is responsible for removing tree stakes I l• I Ctl O b,, I after tree is established. �' or owners representative. LANDSCAPE +_ f , 1 e J 9. All proposed tree planting locations shall be staked or flagged 28. All plants shall be guaranteed by the LANDSCAPE CONTRACTOR to PLAN +,� II ' 1 1 lI I. I„ I p cS r-+ before installation by the LANDSCAPE ARCHITECT and approved by the b_e healthy plants and in flourishing condition of active growth for "IIS � I I: - Il 1 ; , !°I I I I w t 2 OV r+ � owner or owners representative. ninety (90) days from final inspection and acceptance. All trees I>1, Ii`l' l , ,+ I , ' , ,,' I �- o `o 10. The CONTRACTOR shall estimate the depth of the planting hole shall be guaranteed an additional one year from final inspection I , ' lI + I I I I `" 960 SF y b measuring the distance between the point where the topmost root and acceptance. �Ii, 1, "� It , l I I l � W 0_ �� NEW s, �- i�� y 01 .22.14 I Ir I I,11�11 '- " `:I ;, ' , k i 1 q ( I 0 METAL BUILDING U emer es from the trunk and the bottom of the root ball. The planting 29. The LANDSCAPE ARCHITECT, owner or owners representative shall E I�I , �[ F— LJ �' Q ; - g I C JANET 0. WHrrMILL,R.LA.,INC. I `1 - Z H J hole shall be slightly shallower than this distance. No more than 2 to 3 have the ri ht to re ect an and all work which in his o inion does ' I I R (, W 9 J Y P Copyright, Janet 0. Whitmill,R.LA. 1 I I; ; ; ; I . O °' v J inches of the root ball needs to be above the soil unless the site is not meet with the requirements of the specifications at any stage All rights reserved. No part of thio '• I 11, I.1 , ! J I] Q oC I PQ work may be used, reproduced, , ( I, I I ` _, ; pp poorly drained. Poorly drained soil requires planting depths even or of the project operation. distributed, displayed or otherwise M°'' f; I ,I , I II I I J o (U �+ to have soil added to 30. In ener s all as the site communicated in any form or by , p ;l, I , I .+ P4 a r, higher. Planting holes dug too deep are required g al, the work h proceed as rapidly any means witnout the prior, III`' 3 ' ` the bottom and loosely compacted. If planting holes should fill with becomes available. Keep all areas of work clean, neat, and orderly written consent of Janet 0. Whitmill. I,, �l.I° ' 1 ;, ,• I ,0 0 I I p ' water as it is dug, position the bottom of the root ball above the at all times. 1 I' I Z DOSTING 3,798 SF water and mound soil to cover the sides of the ball. The hole shall 31. There will be s ecial care to all existin trees to be I' P 9 ail,I 1 I I `r CON(. PAD TO REMAIN Q be at least 1.5 times the diameter of the root ball. Wider holes shall retained on site to avoid construction damn e. 1 i;�i.`;l � I f , +I ;I N N I I N be used for compacted soil and wet sites. 32. An automatic irrigation system is to be provided and l3� ii I •; , : i : 1 '1 •: i d ,. i 1 I r' oil shall be fresh) tilled and lar a clods of soil broken u . The a sho drawin of the la out and 11. The s i i LI, .' ll i. I i n' t/) � Y 9 P P 9 Y I I 3 3 1, 9 IVN I growing medium shall be settled and firm at the time of herbicide design must be submitted to the governmental agency, for review ,'I IIWiliit il,`I ;' I, I Il • q J application. Herbicides may be mechanically incorporated by mixing into acid approval, prior to installation. Z II � III I . zi I 4 "°'`+III i ,' I ' I f ' .11. II I o 2 JS top layer at a depth of 1-3 inches. 33. Irrigation system shall be fully automatic, providing 100% I 1 I :1 �„ �u., 'R' , t nd )ant material shall be worked firm) b slicin covers a to all lantin areas with all o u heads in lawn area. X n + ,i u I I i 1', I (U 12. All backfill arou p Y Y 9 9 P 9 P P P ,, II, i I , "I. I 1111 IItI I1riI il, i,u 1 I '!I i I' 11I , 1, fl I "' e• a shovel down into the backfill 20 to 30 times around the tree as you 34. Irrigation station shall be set where there will be no mixing X I I;1,9'II , I ,,,, t 1 III , ' Ill !I !;: ," { ,I..I ' '..' th F . I O C .. U l I 1. ' 1 (u add backfill .soil. Lar a clum s shall be broken u Do not ack the o shrub and lawn areas, fixed s ra heads with ear driven heads v) ," I .,u ,'', , I I I, ,1.: , cu 9 P P' p P Y , g w rIIII i X11=,i1 , 1'l, ! i ! "' I 11 1 �!, c backfill. Onl ,.step firmly on backfill soil to stabilize the root ball. The or, Impacts. Shrub risers shall be minimum 2.5 from EOP and l } I ;h,,i � Is , ul �l �� Ilr��l ;I 1 I , u I, �� 69 37 03 W 150,69 II'" f'I M 1,, , " ' ,+ ' I' , '' SOU H 30N33 top of the root ball shall remain 1 inch (small trees) to 3 inches (large alb heads minimum 2' from buildings. o a' , „ ; ash, ., ,I. k l i° 60 T l I ur.., aI a1, , :,,,1, r, i 1, Q❑❑M ,9 trees) or approximately 10% above grade. Do not over pack the loosened 35. A double check backflow revention ora roved a ual ; e ual ( ( Is 1 ,," �, . +, g.,+ 1 I '+ �l" ' I ' ,I 1' 111 ',:1, II ADJACENT P+ ,1 1 I, ;'+II! ,, l , I,lll °1 ` . I!ti', G € -„ - P ( PP q ) q ,,� 1; I ,I;i _,.; I, �1 �,. ,I soil when wet. Add, 10 to 20 gallons of water to the rootball and backfill. to a DCA-100; to be mounted in a rectan ular valve box 12"x 10" ' ' : SII ,�n,l I I"�,; i ;l PROPERTY 9 ( ) i I Ih , ., ', I,I }, I , 9 4., i,: , I I , 'l,'., 11, 1 i Y, P P on" the service side of the meter and immediate) adjacent to the �1: I: I i G Q3HS U7 Fill in an holes or de ressions with backfill soil. Do not attem t to y 'lu!>x I' l+, I i I i I:+ it I� �. I I I 1 � .-+ eliminate air ockets b com action. Water infiltratin the backfill soil I + 111 , , 1•+ ,E I, "Ib'13W P Y P 9 water meter. 11 I;1 { .I I lllh., l l 3/�I21Q 313?J❑N❑❑ .� I I I , " III I.I N rS £Z nj will eliminate large air pockets. 3fi After the landsca a Ian is a roved b the overnmental f "'�'.: - h+, 1 , , "I 'I, I, o o P P PP Y 9 w ,I, !, '; ; 1 i'" ' .:I . , r+ 13. LANDSCAPE CONTRACTOR shall bear final responsibility for a enc an subse uent char es must be resubmitted E. p ' I It ,�� 0 CD 9� Y Y q 9 X ^" I ( F J• I� Yip �n Q I� 6S# SS3�IQQd of lanted areas. An discre anc in the I h. h er surface drains e o ro f r review and a royal. P Y II I I d- P P 9 P Y PP O II I'`I ' ;! ,;I. � I'i V l I �',t I u . k { I" i `0 3W'd213 d' C ; ,,1. " x ; �, ❑NIQ�If1S drawin s, obstruction on the site, or prior to work done by any 37 Shade trees shall be planted minimum 4 from EOP and 25 from OHE. I ,. I,l , Y .� w 3 g a ` I I I C? 1 ,` I S ❑Ml '8 3N❑ Ilshln 38 Do not )ant trees below Normal Water Llne NWL see civil drawin s. ° 1;111 I�j11 11 II '1 1 1 ' , , 1 `,1. I 11 II,i.I I• ., I' I ��❑1 Y other party, which the CONTRACTOR feels precludes estab 9 y P ( ) 9 � ! U - I l; r. l+, � 1 .1, I , "I + I ,,, I : , I I; I I Y Q e shall be brou ht to the attention of the LANDSCAPE Sod all 4.1 or renter slopes. Seed all other disturbed areas. I ! II 1, { I , " ll Y m (� ro er drains g 9 �i Ill{ li 3.; , ,I 1 �. `I I,:. 1 (L. ii i 11.1 :'j ` � 1 ;,;I 7 I 0 V I' , . ! I, I U :' it In O P P 9 al hall X I I ,Il:l I', I'..IIs i'°I ` , ( , Il :,.: ,, , `•, 1 ,'1,I I .,y I— I , J O D ARCHITECT for correction or relief of said res onsibilit 39 B&B stra in wire, and an s thetic mater s be removed rlor 1 ll ,I I. 4 ;� , '! + '.Iw, ;I. 11 a: I 11. ;,. 1,1 a U I L u 0 0 _1 {= I 1 ' I t II I f { o a 0 P y to fianl ins ection. Wire basketsysh uo Id be cut 8" below rade. p ;; I; p, I I 1 I II, i { 1 P4 J Q 0 - J 14. When planting on slopes, set tree so top most root in the ball on � P 9. '''`',I ' I , 1 °:1 I' J o O J 40• A mulch rin for all newt lanted trees shall be rovided at least 5 ' 1 ! , II 3 I J o the u hill side is even with the soil. The side of the root ball on the t g Y P P O JOB NO. i {I ! I a a P five feet in diameter and not closer than 6 six inches from tree trunk. 414 I 11 , ' 1 P4 downhill side will be well above the surrounding soil. Soil shall cover the )) u 1: l I ; ,l I 11 k0 Z 411 Soil in tree islands shall have at least(12) twelve inches of suitable soil I i I11 i i sides of the root ball. MUlch shall cover the edge of the rootball and not I 1. 1, LI and be void of any construction debris orunsuitable materials. I r' tI'I ,I 1 e } piled on top: 421 Tress must be a minimum (7.5) seven and one half feet from water lines. BRAWN: DHM I I. !! ;'' 15. Planting beds shall be cut or edged to form a uniform clean 43) Irri ation w' be rovided with eitheran automatic irri ation s tem or o I ' ` g ill p g ys h se E I ,;1 ' 111 I � I I I line between beds and lawn areas. bibs within (50) fifty feet of all newly planted materials, unless approved i 11, I 16. After all )ant material in a lant bed area has been installed and alter ate means of establishment of lanted materials is rovided. CHECKED: JO 111, , ' I 1 P P P P . W i ' ; I r ,.' TS'6TE 3 .00,8t�.69 S approved, the areas between plants shall be raked to an even grade to 44 Shrubs shall not be planted closer than (2.5) two and one half feet "I 'ljzl E I ". ' I I _ ; f.1 conform to remulchin finish grades. All lantin beds and plant saucers fro any structure. i1' ;k,1 I N P 9 P 9 ,I osi M ao0,8�069 I, , �, ,I I , ,t ,I, �s� 45. AI1 projects shall be required to submit one photo of all specified plant SCALE: ; 20 ,I ; .; 111 ,I 1 , �; :i. _� , ,; I .". shall then be uniformly covered with a minimum four inches of #2 grade "+ g r t , , . l ll:� I, I materials and one group phot of each specified plant material. ?{il i ll,I 'i l` ;l 1, II t"i I u„” "I or better of pine bark mini nuggets: rl 1 , • JIdM- ❑-1H❑I21 ❑Hand ,OS � �t ;Y { ',,ll ; I I,+, 1 ` `' I i; I .1., 17. Before fertilization a soil and/or foliar nutrient analysis shall be j , 1;, I l t;, 1= i I "; : f Ai 1��15 �I�-6 1S3M performed to .determine whether phosphorus fertilizer with 30� slow I `I �I a, b,'} ,I ,t,I , '.;.., t I r 1,..., r +z l 1�:r, 1 k 1 1. t ,....: i h I I' ; l"' I I ,�; $,1 ,r, ,, .°I , ' release nitro en will be re uired. All lantin bed areas shall be fertilized 1} l u I, 11 , -1 1 9 q P 9 � t I+I� 'I ( I: u �I�i l II � ' ; '�° 1 I l "� Ii I;I, ' ` I approximately 4-6 weeks after installation. I a , � , ; E; , + i. ii a I 1..I I +' + I, ( 4 -i,1 I Ij l DRAWING NO. 2 1 + r - 1 I 11 I ( 41 d @gp f i, :l '� r 1 1� 'I i ' 'I l 1 ' ,1 '!`',' 11 I I IIID I i, ;" ! 11 I { i l ', +� h , l " ,I+ I , ..I 1 {' f' 1 ! l 1 I, I I'I ' lfl 71'� 1 1 1 1 ll I I 1 1 a n' , 'I 1 i ,I;. I,, l I I, 1 , 1 ! I 1 i Ip� 1 �E p i 1 i 'J• 1 I , , , t,' ' I , I i I s+ 9 :, .• 1 _ Itil I,":'� I ", l � I . I -_ -_ I — � I I I � -11, '� ""...�''I�"i.;_"-�"�'� , � , !, � , � .� t'' I'll ?, 1. I I i��i" '�-"-"""�":��' "'i � � I � � "� -, '_ ,, � ,, "",�':' ,". "', ,"�' , ,i,' I I , � I I �111 :� ", t li� I I I " -I I � I I i,, '��', �'�'' '1�;' I I " - I '''l - ' -� � , I � , ,� l��' ".i, , ' �:t �'�'.--- t --,-, ;�' 'a. �' , '' , i 't �l'� , 1, '� ." "I-'- e ,� - ji� �, I "'�_"� '.' ��i�":�'�li �� ,�"' � �1'111'��"��__�' !� '� 1 � , " , � .- �: � , ,� I .11, ,- n ii,�- "I� 1 , � li,; I I-11"'�' z t �l',,''-�. � " - —, 1, ',."��I ' - - , ".""�',�' - ) I '?, ii'�w�:" I - ,," , ,.' c: I ''_�_'�� "i :��i",' _";" , , , i, " � ,�-I. l : , , ,: �l - ,� , - �:_Il. '� '1�',�'�' :--il i� "- . t I I % , , i�'. , , , I -- -l-�'""'�t�-�c , ,�' -� -'��, , - -� �'� , �' , I I i I , ; :' �:�!'i�!:�I ;0' _' 'li'�'�', ��":",�:"" , ,�:;�l_'� I — � — :1 , I I 11� � ,'��- � , z I 11 I I � �I 1 ' ll�_' - . , ,", , "i"'!: � ...�, �, �'�!��'-'�,,,�t� �11 ,;",��' .- it � . _':�J""'��!� , — - '' . . - - 'i. . I I i , , � t , 11 - I I I , -, - '� :I;I I I 'll,��'� �rt�'-, ,� . I 1- I,, ., �: ; - ,,,, I I 4��1� �'_, . 'i��"�"��';�!�� "�l'"' I � ,I t , �' -,i �� ,1, �' " �I", , -j I , . � , - I -" : ,t-"�'�','ilf i�" ��'.�. I , �",'!3-'--_�I�"�:�"." i t��""'"��, t' ��: :.",c, , ",il� , � I,-,-, -",,, I , I :1 I i, , - i1i; �. � i � , , �,e' 1, 11 I I :','� ,I-,I z�-"" '" : ' I� � ,,, t;- ,I I r � � 1 4: , -i,. ,: - ,�I I � I il I I I I - t� , �, ,11 I I l tl, , . - I I �. 'l �; I I I � �1, i I 1, , " ," :'�-,:.,:,,, � I 1� , I, " I, I I I ' 1� I k _"_'��'I ."��' ,, I : � ' I I I � '� , I l�,, 11, , . I I , I i � I I �I I I I . ,� I I I I i", I �'1.,.t t"��, , I I .i � �, , ,- I I I .�I � I I I 1.I " I . I I I I � l I I '� ,�"�;, ' � I t I j, �, "it, � I l", � I I I I : o . I i " i .,: I 4 : I ,I i 'I, I "', ",�!�' I � � � I I:1,., � ., I I I,::� I : ,w I I " . � ! i I �. � ' lt� , : t I- �� I I l t I, . i I I � I I l� i � I ., i�;�� ,,":��'- 7��, " i�':l� ,, , � I I � . � I � I 7 : 1," � I � I � � i I � I I I I � 'i e'�'�' "�: �t ,�!'':�a �'- .. 11 % I ,: I l � , I � .�4 ,��'�il' �, �i'.�'��," , , �l ,� ; :: I I .. I I i��"'�"'��i �,�'�"" ;_% , ,, 11 't_' ,,,,.� 1-1 I I - ' . . � I 1, I � ; , "I I�,I ,�1��':" ! '' �� 1 1 % '� �,:', 'I " .11 , I ' �� i, 1, , , , �, , I _____ � , �I , —,.--.. � : �, . I . I ,i, � t �' "', i i , I'� ll�" ' I � , , i � , , — I- " - I 'I; 1 - J ' '� :t � i '' , , ' 'I 1 1 2 1 w 1 4 1 1 5 i � 11 , i l ' ' .1 4� i " . I 1 ! � '':" l' '�� ,` I , , �'z .�� ' � 11 , � - I- ,�l'�� ' , "� ;�I;l"�''�' ',, , �'�! � t , - �-' i� !�i I'li, , " 11,�I I I 'i' ; ' 4 ,"�i, , 1.11 ' ,'I I I.- 1 '�'" �, I. ' I I' ll I � I 1 ;1 .:. ,. I '' i I "I " i, :"I ,i " , OF 1i _.. I I i I j� , " �, , : � ��:;� ':� � I I ' , ( I -1 � '�' I , I , �' 1 1 , I t I � ,�� t. 11 1 , 11 " 1: ': '' il''' 11 I I I :�'� , , , � , , _�. ' It "i:'�,i, � ,;''! I i ' 'Ill I - I I I , � , " . �"! � I . I , :�' �: ; . I .11, ,; , " " - , I I � I - :i� �� ,'� " I � I 11 �, I � . 14 - - In ".1, I � . I 1 . 11 I i I I - I " �"I " - � �Il�'i I 11 �' I . I - -_1 1, �i'� . I'll : �'� ;i,, ,: � l: I I ' '. I 1 � . �' �._ �it I �, � I i. "I,'': i'll I � - -_ I , l'- - , , i �'1 , , ,i 1� , �t I l. I ," I I '' -- i 4'.1 I i � it , , � � �, � ii - I I'll � � '��:��O'�i"'_',"i�it I j � � , " 11 If I � 11 � . �l 1* I I � i I I I I I I , , , , � I I �:� I JASON CANNING - E - — _ ;'!�"� ' ,'l"i , �' jl' ' � �`l�' 'i , I I " t , I 1'. i l I I . 111�1 .�'-J":' "I' "ll, 11 -711 -% Ji t �. ', '' :'' ' "''; I., �."''� i , I ____._ � I�,�0 t , , ,,,,� I - ,� I ARCHITECTURE PLANNING INTERIORS -11 I I "'�"iii � !'i �i. I , 1 2" 1 1 1 1 1 � I I I .�i_ c ' i I I, ,j, ),"' " ''i � ;� � ' v I I ; If i":' , ': ,� . I _ I "� i"'""��! �" 1 ':�''' t � I � , "". -111 ' , � , , ;" , � , 11 - 1. IT, � y � [ , - - 11 -.1-1 '' ; ' ], I " I 1� I , ' , .� � I - : �!';; 'i"t,"l�� , I, -I— ,l ,I � , 11 1. I I � I� I, � ____ I " . -t_�-1 ill , �, ., � 1 " I - " , 'l, 'l � " , 'I �'' ; ii ' 'I I'�' -,� � ,''i i � ;', i , i. � � � " ,� I I 1 1 '��'' ,i'', �� , ''! , '1 �' '' � �' I �"'�t , , , :, I i I I- %" I I � � I I---_ ... .... . , It I ��1) ,, ' , % 11 , _� I ! i I '" ' I 11 � ' i � � ' � ': ,i� � � , 'i , , i ;V_iwl , ,; I i, I r � l , � ,�" I �t, I i �11 I f � � I l" � t ,�� '�," i, , , � I , , I i I I �' "(I ' 1' � 'i ,''� , 11 I � ' :1 1713 Furman Road --- I ,! " i �� '�' I , �: � 'i J, : I iI .�li"'l I, ,I I ' I � I �' i it, .1 I I --,-"-,- ''ll , I . i I l 11 I I jacksonviUe, Florida 32217 _''1. I: '!i" ,� -1 I �lr i � � �'' �i , � I l '' i I 1� i 1� -111 � I , � I I I I 11 [. I , � l I I I I I I . � � Ill, -1-11". ,i I, : � i I I ',,.. � � �i: 11 : � ��'� � 11 � � ", , 1, ' 4 , I I I —. , I i , ill, 1, "i i �, '' i , i� I I : � ''�' I, �� , I, � � I .. I i lill '' ill"I I I 0 � I Y; )� I 1,I r I, T: 904.755.5589 -1.- I I .. I _ . A I I I I 1'� q=.t: � I I .......� __.. -- I i ,, i; ,I i , I ' ''I � F: 904.406.7227 I.-- I i ' I 1� '' ,�'� 1, � ) : � 'I ��I' ' - 1� .1, �, P: ,: "f!� � , I i � � I v,i '' I I � , , , '' 1�1' I -- I 1, �� I I ill It METAL ROOF I I .. i i I , I I I :� 'I i � ! I�� (� I i I t � � l , , I I , 12 - I i � I 11 i. ! I ' �; i" :1 I I I I I �� t , I t:I METAL ROOF . I __ I I , - - "i , , ;' i'l t :� i � I i " — -_ I ,ii., � � ,� , I It I I I� 'I i" t - I � . . ''I �' l : I t � �� : � I I I _____ i� �i� I I , i I �1 ,i ill V � � 1 F I jason@canningarch.com ____ i �' �' i ,� I I ; I I I I ; i � � � I I I I i ; I !it "I � I . 11 1 t � I � . I I I i t � � " ,Ii . I i I I I i I I . � _��!!!!��!!!! I I I I I� � I �I - --_ I i i , I i i i ll, '�� . . ------------ I'll.- � . : 1 ; I I � ,; i� 1 ij t I . . I I I � � � � : I ''I'll''''''" ; . � . - . I I I : � 1 � � � . . I I - ! , � � I i L I/ _ I I . � l - � � i I I � - I 1: Iii , I i � - � , ��i i � I . I __ 11 i I I ,,, , � I ; - � . i I I I : � r � I : � � � � I t - �. . I � �� 1. .1. I I I �: � �� il : I ii , , Ak_TOP OF PLATE I Agk TOP OF PLATE _ __�� — � I . I..1. I I � i :1 i - I � , 1 �'i ! � _ _.�,'i i - — � I i � __- 111.11 I � � il : � j I � I i I ;11 I �� :"'"iljit�' ' I , 1, _T-EL'. 261-011 1 1 ! i 11 I I I 11 �-F EL: 261-011 � � �__,I i i i �' i ' It ! , 1 �,' !! % I I ,,, , , 1, ,1, ll�' t'! � "k i,� � , � "Ili �' i 11 I I i �j !I 11 : ; � I i � , D . i ' D - _; I � 'I'A'' ,,,f '�� i, t ,, , � t,; , �' ,1�� '1: '� , :1- � .I,- �,'�: '�1," , ' ' �l I' '� � � �' I I .I I I I "t � � t� vi'' 11 t j 1 I 1� ---*, ___" �' PROJECT ARCHIT . i I II I ' I- ,, , ' 11 !i ;, I 1 , _1*1 I � I I I...- I I , , � 'l�11� ! !, 1� 1 1 1 j " � I . " I I I I I I I t ,i I: i - I L, I I -1--- '�k'i' 'v , i I I I 11 � �l �j I 'll '' � � ' , ,I �i �,�I', ,Ill. .,'' I I ,i ,,, I', METAL BUILDING ! 1 i METAL BUILDING ' I I � � I � �: ll� ' , ,�� - , , " � i , �'jr' l" k I � 1 , 1 ' ii� - I I " i:1�� , , � ,l , ; � I 1, ' '."''�� _% I i � �'� " =�� I I : i I I 11, : I - I JASQN ,T- CANNING ..- . I t. I I I I I '' i I I I - 1.,- . I I , L - i i !lj i I I 1�1' � " � , � � , ill li�.�Iilll �' I ij� I I il�I EDGE FLASHING � I ,I i 1 :l I 11 i 11 it EDGE FLASHING "', I __ I . , I i 'l; "i" '� . . , I i" h I � I '' : . - I I I . . . I I I - I � � t. " � i;: , I [ ! �!l j 1, 11 F I I'l; I I ' 'I I ..' , I - I I I f � :' I � I I IN _ dl_ � I-— 1-1 � I 11 �11 I i , 11 � � I 111) I 1:� � �1.'� ii� l [11 I : i� I t,1 . f I I � : , I I " 1 14-)_ . ,l:li!��t�: �K�� 1�-�'_ � e�,ll �' � I 11, L' 11 �_1 I i I I i i I � I I I �� 11 '' I AND TRIM i I . i AND TRIM " ': �� ` , : � � I � i lk . � I t 11 I I' � I i! 1, , � _. - ,. , i I 1 � : ! � I i i i i . �. __ - 11, , I ,i I I � ii � 1 �i , i! 1, � I _'___ � ;'. I : , I � ; I I I - I � I I 11', �"'� ;I I I : I I I i i , I! �� 1� I I �.'e�-- I, 11- 9 l" " I :t � � , � � , , ". ,- I - I I � I . I . � . I I I � h l _� I I � li t � i' � I ,� ii 1. � N - r I�' � I �' I I ": "I �" , �k I I t � : Ill I � I li , , , i t I i i '� I .. � � 1\- I : � I' " ' � �� , -- __ : I 1, , I I I I I 1-1 ; i ��, i � I � � !-,;-,,- ' _ I I '' I . 11 ) I ,I , - ! : : I � : t i I . I . � � ,.7-' �_ ;i I I I I . l 1! ��' I I 1, � � 11 ,. l I I � I 11-11 I . - �' I I � i t 1 ! I I I � . I I 'i I I I -I 11 � � : I I � I I 4 i i '' ' ' '' �� [ I! i il I I I � "'�! '' � 11 : i 7 �It � I 11 � I , l ; 111 � li I I � ,� I � I /-i - ,. - � . i I�: l � :� L ',�' 1 METAL SIDING —_ ' : /� '."2 it�'-"-- I ,I �� I I I . I ! I i I � [ - I �� I .1 ' _' �� ' I . I . . � I I! I i it , 'il � "t : i 2 I i . -:.!-,. I 10 _�-2 I , : I'' - II....1. I I I :,:i.: I I I I t : �'i I � � 1,I � � ji,i (D ;� i , [ : , ,i � l� �� 11 11 11 �� i 1 11 H 11 I I 11 I � � � - I �ii i ' ' i"i , I i iJ �il � 1 �� ii l� !� I i� il , I CD Z' , ty N rl'j' [1!1 i, �'i �1 I � I __j .t . . , - 1: - . � - -11.1 . :I I � I - : ... i � ii I � :� ' I I I I �ii I i! I � I'' I � I I i l ,,, , , l I :1� ! i I I � -, - � I " li , I � 1� i i I � I I I I" I I i ' I 1 �i 11 1 ii ��'��' I/ . I I - i 1, 11 I" I I � I : t I i I I i - I � , I i I � I 1 1 � !I � I � � 1 11 1 1 ,:/ - q'* ..I i "I'll", . . �l I I I I - �� 4 � I [t i 1! I I .....�- f - I I ' , ,ij I i ' ' I � i " '' i I i� i , � (D I I � -:N�l�'-%'�'I ,-_ . I , I" � :�' : I I i I I i �I I'' ' � 111 (.0 I ': ��':-.��, I -..".. � I 1 j, , , !I 1, i � ,i ! (N I '_ 1.- I I , I il I i I � i '� f i I i I 11 I N : . i ii � .. I I I I . ' I . . , !; : I . � ' ' ..- � . � ,[��, , 1 1 1 1 :1 i 1 i 11 . � "-'..", .1. - I .. , I � I ' I ' I �I t I I� , , I � 1 , �i � I� � � : I ii i � 1 1 � : � . : I � � I , ... - � . . � I I I � '' , I 1� i �� " I . _:_� - � �' � [ ii � :" I I I � I I : I i � 1 � 1: I i I I "�' _� � I I i I I �I �l i � t � I ', I I I I ; . - ��_ �....- I � j I ' ' ;� I � i METAL SIDING 11 . I � I I I : __ , _�---- I 'j� I . � : I � I I � . �. I � . . I- 't,' � : I - t � ' ' I , � I Ill ill- � � I � .. I ��=�L - ! .: , �i �' i I I� - . t . : E 4 I 1 . ill . I i�� I i i: I :. � � FLORIDA LICENSE NO.AR95310 - . � , I [ , I . I L I i I� I 11 I - I I i " � i I i I �l l :;' ! i i ii �i : I I' � ; ! i I _ � � � i i ':I 1 1 � I i 1 I I � i � I�, 1; : I I � � �� 1� 11 I � � � r . : � I � - . 1: _.-- I I I 1 1 1 I � 11 � � :� �! I . I : I t I I . i : I 11 �� l ' I I ; 1 1 t � I I � ;. I � I �1 - - - � : 1 1 1 ! 1 I . i I . � I I � I I � . . � � i _ � I ! I I I I I I : � I I I - .... - : : � '� - I '' I ,.n,.,- . i , ... 1, I : I : I I i � I i : i I Iii 1i�� I I � � � I � - if, � i, I : I 1 � I I I I i � � 1: ...I..", : 1 . � -1. I ! I I 1� . � I I I 1: !: i I I I , i�ii.I t : I : I li, ! I I 1 li I � : � � - . � I � I :t � I i, I l i I I ; 1 , I I I : : 1, l ; I I i � t I I I �_ I 1 : '' I 11 � I or _--i � i, ' " 1 1 1 . � � , i I I I 11, � � � . I I . � � � I I [ I I I ! I . - I . I i H � ! - I � � � 1 i i�i � ! li� 1 , i I �i l t I 1 l:1 � � � i'� i , I I , � , , � ; :I 1� 1 � � .. , � 1 ii �i i I /1� h � 11 !I N � � , . � , I !:'�1�1:� - . - I . � � t ____' . - I � I I �.�ii,. .,p .. � , !I �� ii :� �� l� 11 � � - -_ I , :I 1, l] i I I I i It I ,� I �it I � I� - . '...- i i i . I [I - I . 4 I �� I r I i 4 I I � ' ! i ': - i, I i I N, I I'� 1 �� ,11 I I � 1: --- . I I i , 1. : 1� ; � I � ,,4 �j !!l I : . I �i - i; 1 1 � , : i t l� i: I �� I I � I I I I , I I .. . . - �' -: ...- .. , � 1 1 , ; i i I I� �I , � . ,. I I-1- ) i �!i� l I � I ,1 I .. . -- . -- : 1 I P, . 1 1 .I I , - I I 1� I I . .. � 1-I I � I I I I , I I I I , I , I � I I 1 i ! ,, :-.- . . . i� l i i : -�I ! i I I I I i i . . i I � I I I I I � ; I� � .'..- i I � � FINISH FLOOR . � , Ni I I �l 1 i 11 � I : � : ; I , i . . : -�-\- � li I i� hi I 1111 Ill I I - � I I 111 V �Iiii ` 11 11� �il 11 1 11 I IH ,11�� ! ii I �� i' I 11 � i, , I :_ .. �1;� � FINISH FLOOR I � ;j� tol� �, : j� f I i i % � �� ".'. , ...' :' ".: �� I! � � �A N It I � : i 1, I I i � � Igh - ' ____ . __ 1' '.. t . , - I 1. t � I ,� � ' - I I I I I 11, � � 01-011 IN ----.4-------— '� � I i , ii I I i: i I I I 0'-O" ------� , 1. V' I I I :I !I t : , � I ; � i � i l � � � J :t � i _'�?'EL:_ \ 11 i � , : �� 1 1 :� � � � i _'/ _CE'L:- - - I - I , I I � I Mi, I 1�1 � I I � i , i I i:1 i " I � � t i � : -1 � -j --j - (2) FUTURE 10'X14' i . i � I I 11 � i I 12'X10' ROLL-UP DOOR 12'X14' ROLL-UP DOOR . i I i i I i, � i _ I I ! I � i I I :� i I I ; i �� I � ii � �: I : I I I : I I � ' ' :� ' 11 , I I il I � I i I � I I 1, T 1 1 1 1 11 I " I � I i:� I I . � I I i i : � . I I�. i I i :1 � I , : -1 11 i I 11 ROLL-UP DOORS - I I � i� i I i � !ii � � I I , , I -1111", I i ' : i 1 ;: � l' I I . I 1� I -11.1 1, 11 ' i : i : 1, I I i I -.I.- I I : ; I i i :1 : I "I"c", I it, 11 , : I 11 I : : I � 1, i ! T l I I - r2-� N I -_ I : : � il i I i �' j � ! ' : I I : WEST ELEVATION � ORTH ELEVATION Al I , � : I - i i : � I ; _", I I I I � I t I I i � i (�,� I i I I I I i � , ::� ,� , � ' ' � I - � I ., \ ! I I � � , i i 11 � I I I I � , :: ,� �� I � i i, l � '' —011 -1 " = V-0i" -..,- I ' ' I I � I i �A2.1) SCALE: 1/8" = . � - � - i � i i I l ' , � � � � � i �'� �� SCALE: 1/8 1 1- 1 . ir I � � 1. I _ I : -� I � I : � __- I I i, I I,� I ! 11 11 c ! I li I it 1 111 .� i , , 111 �_ I _� - � ! I I , I , � I I ' ' I � 1, li �) i�l i I it � I I -1- I 1, i '� I , I I I . - .. I ' I � � I i I 1, I � -1 � 1 1 , ;Iiij il � :1 , I ,� ' � �;!' t , I l� � I 11 -I,,--,- I I i 11 - . ,� ��i I 1 I I I i � I �: : �� : i � i, . I I : I i I I I i I li I i � il 1� � I., i ' i � � I I �; i t 1��; I I j , �' 1 ii i�!'ii� i ; � I I J ,i l I I I - � _ � 't, i � : I 1: It 11 � � � I " . :0 : I j�: I � " . I 11�'i I I,' it �ji �: :� � �� , li� � - , i I I : �' I i I . 1� � 11 " I 11 , I��: I . ,� I �. l . I I � I it -11,11, . I I ,��!� 1 ,� ; ;i � J � �[ , I . i 11 i l";� I � � it] I : ,� 1: I ; - I � 1� :; I �1' : I I � 1, 11,11. I I � I ;"''I I I � t : I ; i ll � I I � I I I i i � i I �I � � � " I � 11 � I I I I 1� I e � � - I i 11 � i I � I I lj�;��;i � i �� j i ! ?��i�' �:, I � h h 1� . I I I I i � � - i" ; :� j i 1 3 ' I ! i 1, �� i, �!' ''� : � : ! � - -1 I � ' ; ; i, � I ii I � A Ni�j i , ! I : I ii � . I ".... 11, I � _ I I ,] Ili I I I 11 � � I - I I I . if i 1 � I I I :i I i I 11 I I � A el "i .; I I I i� t I � i � !i i�l i 1 �, tz - i I I � � i � , ,I � I � i I I -I ': .1 � � i � i c : H � � I 'i I I � I . �_� t H, I �'l I � �� i I l 71,- � I it'! i i , � I : ! I i I PROJECT TEAM � : � ! iR i : ! I � ,; 1 li , ' ' 1, � I I � I I � :� t i i i I iii _- 1 I -"7,-: 1 1. 1: "�ll k i I i� ; t � � 1 �, l , !, i ; � � c --I_ I c I I �: I � I i �j � ; '' I 11 �' I. I _l:-1 ,� l' 'I I I I �1� � 1�j 11 l I '� � I j � f � , ! I i I 'i i --l" I I � I i ; I I I I li l� � I I 1-11 j I I ! I : � I z :1 i I l - 11 I I - ; "� I " ,� -- I I ) ,) ,! I ! , t ��!'i�j 1! � l I , I I �1 1 " 1, 1, ��"'� , i; , i ! � i I � i 1'1� :i�lj�:!'']! T � i J , 111 i ' ,I I ;. I " ' I I � It J0 I' ll, I I (lj�!' :! "11�I 1� ii'' � ' '11 � . I li 11 'I i i '� 1 � 1 P:j�i �� 1; l� �� : ! i 1, : I ". I �� 2� � I I �'j '� t .� I I I � I 1. 1 lil " i I I I - i 1 �!"`I� 'li t �i I " � il , i A 1-111.1. I I I : , I ,q� i i I t I I �' il , I , j " 1, ,I � , � � t 1 'l, , I - .. � , i , : � � 11 �ik Iiii" , ,!,. � 1, ,I I i I ; �i �'� I , "! i , � � i I : k� : �'l I � I � 1.- I I I !, � I I ; I i I - - .11 " � ' ill '! 1 1,� , �I �I ; 'I - I i I , 1, I �i ii- 4, � � �, �' � i� � : I :1 4 �: li'� ;� ' '' �'i � ' .___ I I I I � � I � : I ' :; : i . - I i 1, � �j � , ,i [ , � I li 1,F, � � � 1� i � - - ,l � - _ I I I � � I I "l, JOSEPH D. JONES --- I � 7 i '� ill I 1 5 =�_ I I I : �i I � I ; , ,� 1 t I 11 I i 3 I � , I' ' , i, it 1, i � �:l � I.. -, I L.1, 1! k, �!�� 11 I �� i� � , '' 1 11 '! �illk : 1!1�i I I I I 1--il , � ' �- . - I� I ' I I I I � il i � , : ll� i ; ,i I � - . � ;' I , , i I I j " I 'lll �' ,� I � I , �i� � I I I'l .� ii "4 , ��o� ' !110i' I , 1-1, it 11 i - ,'' i1i I � I I �jl I , M&J SITEWORK, LLC � , I I 1� I,,, 1; I, i x � I I I j 1� It "'i-I i � I ' � I , �' 0I - "', , . I 11 �' , 1 � I I I 1, ;�': ' �", ':' I 11 i "I',"... I 11 11 � . . � I I I "I".. 11 I -, � i I � I � � I ill , I I I 11 904.334.9702 ,.. i � I ,, � i 11'1�1 i"1 ,I , t 'i , � I : , �il�l'lr t � 1l�jjl i I ,� , "�' , ;�'' -1 I i'! �l � 1,i, !; �'�l' i , ,I I 11� lk' - � I -.1- I .' I � . i � I ,- I'll, , i''i 'I, ,�:I I , I'i, I ;, I �' " ' " I I� 'I t , � 1 i:" I � � � �ilil!ii� , [, I i l , ) , ' j I , I�'il iill,�I t I I 1 I 't, I - I�_ I. , ( 11- , I I I I j: I ; i' ' I , � � '�11'1 I . � I I i I I A - ,,,, �' L� I I � I'll 1 .14,1'' III. I�. -1 I I I . 1 , .. , I I , � � I I I I I - .. � , i . I I I l':�i �'� t�' I: I . I �� '�';' "i., "", . � t� k ,,, k � I .1 I � I �� 1� 'j i�i "!;ii i1i I, � I'll �' i�l ' � � ,,""", !"," , ''"�'' .' , I I��!"� - I I. I / I I, , I ,,, � - I . , I I I"'� lli�i� !'Ii ti,'��' "��;l�! i .i""� i " , _�i' I" -- � ,-"�" . . I I � . I I � ' � : , , . ,,, �' � '' .;,i, �i';� -� ,, ' k'' '��'�11",l'"t,�""'i��" , , �� - .1 I I I � , 'il I , , �'I , " i'lik" ,I -1. - I ''I I I ' I b � ill I lt"ei�'�"' ,1�I �-" ��i��,"�,,��i::��'. - , " - , V �," _'t"' � � �" I , ;� ,.�'_ '_t .� F _� I 1,1--l", --�- l-I��.'�: ti '_�"�l I� '�"iy'� 4' ''�: '' " , I�' I I I --- - I I - , . , , '�,'__ - I i� ��'!�' ,��""�� ' , � ,��t�;Ll"�� ii�'ili '�'. " __ 1 . t - I � , 'l'. - It'. 1, _�! , I 1�1'� I ' I I :t �i , T '-� � , �' :,I :-'!''i1v if " , ,� ,,, t'� I : '�'�'l: l , I , ii _�:"i, , , 't, ."�'�i"i'Z�ik I � _'Iii I�- i;,l' 01 '� i,��I,,,,"�'P�) i,,""l,i,,�"' ""I .� I ,"A_ I .I , � ��lttri � , ", 1, , ��'i��"Ot�sln I I I'Ilk, ,t( ..,'-,-,," ...I � �;_5'.-.-.' I 1� I 11; I � I � - - 7' -, , _�' _1 ?�T I �'� �- ,, , , I I,� � iii , I "I��Z�11"I� , 'm kk,',�` �"'i I I " " -" , -i - 11 �� I � I � ! � , � � l'� i *i�'� .1 F �;' I . I - I F� ftii�' ':� , � " 'l�� , ,-,,- � l� v_l 1:1,ii,il-, ': ll�' I I . " t 1 . I - i_ - . 1, � -1 I 1; � I - :�"� "'!-I �-, -, I '�� : � --to - - ��"1 , �i�'� I � I I t'� � '�"' --i � �� -- I ,, - ,- .'��i li�.� - .�' I I " I .1 � I Ill I - -,I , .11 � ' - '-l"_- �'_', I ' " 1� I-," ','�� 1, -l; '-, I -1 -,',I - _Zo��"M _�'. �' -1 f - , t ,�q - t. \ I "';�',I , -. I 11-, . I�''! ,l- 1;J'.";':''' '.11" ii� . �ft; it�k��W' ' " - .111, ., �' I , , � � , '__t 1 -6' ,1, �':'- ��' , " 't - � '� 11 � .7. � 1-1 , % il n I I : '�"� I �' _", " � 14 "-� , t.-' I It ", � - I - - � I "I I i I I I_- , j - - - _ili9�l : '_ - 1, . I l' - - '�i l�l ,� , I I � ' I I 1�11 11-` � I li . I -11 � - , " �- "'�. - -'�' ' ' , � - , ' .: -'" I . � -11 . � I ' I', , '_� �"l � I lf� � " - , �' . " , A - 4 --'.:';' ";-�i . - ,-",- �' �:� . , I 1 7,_ I I i �i": '�� ', , , , -!--.-, -'�b -1 -_-� "� lr___ ,�� . I �' , "_"'�' .I I '' _ I j - *-'2!:'l -,--- �. I'- �_ I '� - I , ' " -- ' '. - ' . - - -- v- - �' - 'ii4_ - 'i�o- - I- ,I"�'_ - � I I 11 11 , !j 1: � o I I I � � "I 11 ��',- �z ., I '� I , , 1 1- I - � ,I " 'I - '�_' ", 1 I - - , i ��i" , I - � �'��,il; - , � -- - -e - _. 1,1% ' ' :i ' . I I � . � �� _1 -I __ � - - I I .!' �� , � g'- � 11'� I � , I 11 I I I.- 111� �'e� � -�",';�'_ � ' - ��' I l� I �� ,` " .I�'��" I I lit, 'r, ;1 ,�: _" � It— lt."��:'_ . k-1 I - I �' - - . -i .. ....� ,t� i,, " - I li� '.�' �'�':' I "-��'; _�!' � _ . ' ' - ,,,. ,::�i. %-"�-"'-_�.:,%��-'i�',� I - � --l" I-, ' ' — ... ' ' I - ARCHITECT - ' , � r " , __ _- -'� � ;�__- ` �� "� .", t c I I � ��j�;" , tll� ''I , I -1-1 � _ -- .-- - '�,' _1_1 -�-', i '�'� - , Z_ I - - __ � I ___ - � ' � - '�i-"'!��:� , ' ' , i, ti'i :� "'."I � 'e"l, ��"",�.-��",�-,,z-,'�,�..'�,-,�,,_, zi,_'i,ii - -f-.,"��,,��l:-�--l""�,��l-- - " -" RV2 "_; 'i ",. ","t"%, -(% ""�--' - _� � _". :' , I '11;"i, --i'l- � il�' - , ,"'�f �, - '�� , �'11 I , i I I __ , ��' , 1," 1, "I I , i, I I �"��' , . - %_��'� IR�__'i- -" '�- I � 11 �1 , t"l , i , , 11,� li,�'_ 'i�-� - �' i, , � 1 ' 1 F i!14 , : I �� ! , I � i I � li � , I � I I � _ I . . '' I i Ill: I J� , i f I 11 I - I � -�- I �';i_�t_�' � -Z I I - lt � %t; I-— �Il '_ � tt _� - ' 1, I:� ''�;:; , ' !l, '� ' 1 : � . � '_ , I I � : -1 " , �i - ',"�e�' I ,---:; wi� Ak I __ I - - - - . !� I I i, " j; 3 ,� , i I � �'-�"� i 11� ' ,I 1, . � 11 '. - � � I 11 I � ! I � Z., t ,_ Z� �" i - '_ - -- , . it �'_ . I _', ,:_, .- � - - 1� I 1. , , .. , __�' "t, , � 1. i - - 1-1 � ll ' 11 1 �14 I J' '� i I - i -.' - , � 1� 1--lit, -.! M , , -�_ �.- � ' � - - . . I I , li" 1 : ' �,4 : I I i 4 , I ! It _'� t , I . I - :_"�'� :.- T "Z�1. �':".'� , - - 1, - ; " �1 ' .� �l __Z'4� ij lk: ill I � _:'� I "e ; --it":�z "_ ,� '_��"' . 1�71' 16_� . - 1,,�' 11 - " - - ,-, - i-1111- . , I " z � , : t illl� ; � �� d'; . � , �_�' - I - -" , � I - I - I -_ -'� ,lt , ";" . � I �' 1"i 1 l � �� '�jl I , '�� I �-`_�" , ,.I : ill 11� i; � , : ,: �� I i I � '_ _ , I'll . � �I i � i i i!7 i �� it � I[1� 1, lj"� �, . -4 _1"I I 1, .� - ),-li ' -1 '�,"' �'.",'.;'it......' ', - i I '1111 t�' :, F � i � ii, : '2 ��% k-" �_ --.-- , " � i'�l'.';l"4,o I - I . I . , - , I t: I �� t I 1, 1� I - , '�' i I �- I F i � � 1 1 i � I _ w'�' .. I � , � --- I ___ I � I __1 � : � l" j � : ]� ;i: I I - - I �� - 1- -_ , /"-- � i �i I ! , - I I : Ii - I i ' I l '' 1: � '' I �z I 11 - , � I .1 - - I � I,It � i � �� 4 ,i : !i I � I I . . : i :1 � I I I l!� ; I �__ I � .; �:' i i �I �: I � I , - �� ' " - ,. I i I I i I J. ". t I i I i i : r!i l : i%1'".1 � w, I ' 'I i � I I � 11 � ; , ! I ? � I I : t �i I, 111'!:!�l I i 11 It� I :i ! 1 , l I I J �! t p : I I .. . . - I i ::� I t ; ,.I � : : - � � ' : I � � i ' i i: � : � ; I �, _____' , � : - : I : '�'�[�t I i di 1 � i i l' i I : __ - . �'' I , , ; - , :�l::� i i I i � - ___ 1, 11 � I i I ; ! , I -_ I ' 'I ! : , I - .1 -1 ';�' , I � I I �i I t I I 1 : � � � � I I t' I I I � ; ; i :i : - : i � _1i";T I I ,. I I i � : : t I I� i ::"-.:. ' ' I I I � 4 ii, ! ii I i, I I I � .... I , I I I .� I � I ,� , � ! I t i I t i i i I � ; : I - , � i I . i I : I - � 11 ,i ' .....- e 1� I t I 'i I , � I I �,C - LANDSCAPE ARCHITECT -�- t �� I : I �� '' ! � V - ; I I I c� 11 1, : i 1 . I � I !, i ; ,i -_ I '' :, I I I : � I , I -_ I � li P! I . I I l I _... � I i I ,� I I- .. I I I : � I t i j� ��I i i � 11 I JAN ET WH ITM I LL 1, : I � � ' I � I ; . I ::::::;::, I : ! 1 ; i : - - I .i I I � I i ' I , � I I I j:il I I I i I 11 \ I I 1� " I I �[ 1 � �' i � 1 it �,il -n � I l� I i � I , ��- i �� I : i I� � : I I � �- - I ,: I i I �! I I � _ : I � I � �l I I , , 11 1� i : I ' JANET 0.WHITMILL, R.L.A., INC. _� I I il I I : I i: � I - I � , I i : I I , I I I " ____ � "I I i ii.t 1; . ; lil I � I I! it i �1 ill I " 1 904.398.7688 : I L I ':� I � I . : I i �,I ! I �� .� I , I ! ;:; I � , � i ` J I I � I� i i ': I � I -1 I'll. i 1 1 1 1 1 i � I � : , I I i . - i l i i j: 1-t , i I :1 i : - i i I - ".1-- � I � I 'I I � ;; . I . I � � I I i ill -� I :I I I I I I � T ! 11 � i I . i. ,� I I . I , ''.- I I � � � : � I .11. I I ; I ' i � ii :1 I ; I I :1 I i i : i ! 1: �] i . I ' I � I I � 1 1, ! i 11 I : _1....�- � � I � j ii ; I .1 � 1� It i l' I I - - � I . I !, I , � I [ I �. I ii I i ___x i ' � I l �! j ! 11 I—- I' ; t , � I � . -1,-_ � . ! i i I'' ;l 1 � , �- i I . ; I i I I -- i l�' I i I i 1 '2' t i � � ii I 1 1 i ' I ! , 11 . : , , 1! - I I : i i t . b 11 1 1 - .� 1 : � � i : I: : : i 1� : � �, : i - I I I I . I I : I � METAL ROOF . METAL ROOF I ' I I i : 1 � � !l i:�1 i I I� I I :�� I � I i �Ii ' 12 _� _: I � I I t , � � � � I : ' i � : : I - - l I �:1 Al �:'j 3 __'_ � � i j I -, I I t �! . i I I i — - i I I I ' � � I ,! I I � 1! 1 � �! ii �! I " I i -11,11. I I ; I , '' I i I I � � � I t I I I I � � - 1 F 1-11,111. I I ; � 1 : ! � I 1 i I i: i I � � � : 1! I 11 � �� - I I . . I I �. .� � � � � , � , I � �� - I : 11 I i i ,! :I � I i ; , : I t . - . I I =:=!= ! : 1 � ; 1: , � � . I . . I t ''I I � I I � : I � : i; : I i "I,''. I I I I I � _. I 1� � 1 I i I . 1. � � � � I �� I � 1 � :: !I i � . � �� I I . � ' I I ;i, �I � � i : I I I I I .1 . I I .� =======�� ; : � !!��!:: ' - I �� c - I I I . j I �� -, ........- � � --- i I � I I l I � I I � �i I I : 1 I �t �� I . 1: I I � .I . ;I � :: �� . i I I I i I I � � I .. 1 ;t . � I I . � 1: . � � . -1 OF PLATE � � I . i ! F, DATE ISSUE : " " l�,i I I I � I � i t 1. - I I : ! � � :t : : I - . :i - 1: � . I 11 I � TOP _ __�, . . � � �L i I :i I i 1 �11 i 1 I : i c A111-1 TOP OF PLATE __ I : ' � � 1, � �2 1 �� 't ; I : - — . I� . I � � � I I ,, i t I I - - __�l �' . I . ; � . � l� I 1 l! 1 - I I . - � � �: � : I � ; � � � : . i::11'.- il I I ' � :1 1 i I i I � I j Ii 11 'i � : : . I I I � � � � � I I I � � � ,I I I . I I � , . ' .I . I � t � . I � � I - - - - ___'_' � i 1, I i;k� I 11 I t I � � � � - - - ' i i 1, . I l� B ; �� _� EL: 26'-O b 11.-I I .--;() ��:' _:. � � 1: � 1 11i 1,� :i I �j � ; i � . : : t I � I �- Ili.i7 M= - ,l 1 ! I I 11 , -: I: I � I : � � I I � t � I l, � 11 .. I-- � ,. - - - I , � I I I �� !i t I � T EL: 26'-O" . I 1:, v I ! I � Z i � ! 'i !I i � I I 11 . I I . I . .n ..- � _::::tl� _._ � - I � I t I . I � � n l l- _ �� ___ i , I I � I � � � �' _� :� !0l'i", I I 1�;' : � 11 � t I I I � 11 11 i : � � p -_I i I � I I li l!3" lil, t : I I � ! :1! i� , ' I .. -1 . I � � . . 11 11 � I � � — - I �' , 1, . I � '' I I � . � — . ' I � � . . ; � � � � I . - 1, ,. ! , I � ii I _-1 I .1 11 I : -_ � . � - - 1, - I . I I I I I i i I I � � I I . I � _-;" � ' I i � I 11 I I., I � � __ - i_.:= __�1_=_ �m 't �:'i--"ll�i-"" , " I �-1 � : I � ! � � I � = - --- - in -�=t ___ , � , i , : � 'i I : - - - - - ____ - ,- j , 11 I - � � �. 11 � - _ - -- - �_ _ - ,� ,'i' , '�j T �t:t �i ji� l� " i I I � : i ! : 1! i� � it , 'i I . p . -- . I '' I I t: i - � � ,',- I 11 I 1 - � '' � : , " � � t � i METAL BUILDING �� I . I �. � METAL BUILDING � ; . � I . - - =t � 2 .tr-_� -- - - t :t �-,,;, , , ; � �� I . I � I � J -L=3 - tt__ - -_ - _ : 1 I . � I =,--1 I � . I .. 2 , I - , I . I � : I 1� i � I I � "-* � . — 1--. .I il , ; ,'� , I I i 41 �i : 'l-iiiiiii.1 � �� . � � I : . .-- ' I � � I : � I �'i 1 , I I : I � .� ""� "I 4 i I � i 11 : : I I � I .. I I . - , ; I : I � : , :�� I � � � � t i - - � � . . I ___ ill I " , I�::f': � � � i: tt � . � . I . " I � , 1 - , ,1, 11 . 1 ; : ��'!, � �; ! I t � � �� - I � � � i, I � ,�I � � I i : : I i I � � � . �� .� � . � - EDGE FLASHING : � I � I . _ !,� � ''. , � : � � � I I � � � �� . . I � I . i. I :'�i 11 5l, 1 , I ljl� I : t �j i !; I � I . � I ,,I I I I ': � � � � I � � � . . �� ' . I il, I , c � �: : 1 � I I I � � . I I � i � � � - � I I , l� I l j ! : ii i i ], i 1 ; EDGE FLASHING v� 1 1 FEB 2014 PERMIT 1-1-r.l. I � �il : �� I I t :� i li � � � 11 I I " I I : ;� I I I I . � . , !� L . I t� .. : I -I-,,,- � . � � � - . � ' � I � ; � I , I ' i r�li� ii �'.""" " I "i : � i . 1 E .. � . � �t . I .1 ; � I I : t I : . . � t . '' i . � . .I "I I � . � --- I ,-,- i , 11 I l . � I � :1 i : it �i I �l i : I I �; I - _r ill , I i ,It , I I - 1! : I I !: � I � I I � ! I -71 : I I : tl I :. I i � � t : I I I I 11 . � I : . ; i I � - � � I I I . , t ll, I . : I I I I 'I . . . � , t� � . � " . I I 11 I � ;ii ,� : , , � I � � � . 1. I I 11 � � � . . I � i - - m ill I � - 1 � . : AND TRIM . r '' �: - - . . .. . I AND TRIM � � I � .. 11 I i , ,lc : - � I i � � i 'i I I I I t � � I I : � : .. I I L l"i � , I ; i : ]i I . I I : � I � :� I .: 1. � , I . : : I : 1 ,:: I 1 41 � � . � I t I I i '� � I - I , 3 , I I � � � I � � ; I I . I I I il � � ; � .: 11 I . ; . . � � -1- , : � I I t � - � . I 11 � . -�- � - � I I � " . � l� : ,I I I I t � , I I . , � i I � .1 I I ,� : i : 1: I � : �, 11 i i i � � : I I I � I ; 1 I I � �; I : . . i � I I � I �� c I � I : . � �� .. . I . — _', i i I � t . I it : . . � � : i :1; , !, :: i I :' :� I . I I � I I A I I I . . � � I :' � I � : I : M i�'i ! � : i '; I � i . :jt !; l : ,� : . 14 I - I I , � I I . ,: : � � I � . I I ,�: I I .: � �� i 1, I I : I , . ,, : � N � I , � I . I 1 1 1 :; i z : .I I I . � � I . I I : , � . I , ,�t I I yl � i 0 � . . I � I I: �� . I . I � ; i "-11 I I i: I I � I'll- I i I i : i' ! : i �' I ; I . : I 11 I " I � .........� I I I I I , 11 i - �I I �. ,� � I I I I I � t I � I. I.... I I i I . , I ; � : t : c : I � 11 I I . � I � � _-.- 'i ,I I : I ': . � : I i; , I . c 1 , ' I I I I - : I I ;: i I I � I I . � ,I � 1 ;I . : t � � I . r� . . I ! i � ,t ill 1 ii:l I 1 :1 I � I . :1 I 11 t i � . I .: � � . I I-— I 1, I I I I , : : ; : � t � t t .1---- � ;i i � � � ,I it i � � :� :1 I t � . . i I - : ; I I I I � I - I � :!, ! �1� I � : � � . I . : .: "" t 1. � il j - � ; I I � . I I , i � �__ I : I I 1! 11 . I I I � � � � . 1 I I 1. . � � __ I : i I . t 1. It � � � � � 1. . ' I I �. � . . � 1!I!, r i I � : I I � . � � �' I I I �t .. � I I � : i i ,_ p 1, - I Ill ' !I - � . � .1 1 � i �� : � � . I i - 1 l I I � I : � I � '� I !I i I� � � � I � i li ! : . � : �_ I : : . : i-1- - � I 1-11 I I :; I . 11 t � . .. -1 � - "I j i 11, I; I I � I � �. I I , I . : I . � .. .. I 11 I I . :1 � I t : I t i i � I � � I � � I . I CD I 4 �___.... I i � I t I I t I � � . ; I � : i� � - : � I I :; '.: I , I � I I :1 .. I � I I iT i � . I � I _111....... : I i . I .. . I . . , I ,1!t CD �� : I. . I I I �. � I : i 1 ;ti--�1 . ___j .. 1 1 1 � i I i Ill � � i � I � I 1� .i ,i ; :i , ,, I, ,I : I � .� � �� . �� .I .- I .: I I ; � I I I . - 1� I I ; I � �� I I. t � I : -. r : I .. r � I I -1 ....... t ' �� '�j I I : I I �i i ! :i� I I i � I i: ;: . I �11 I "" I ,: : t I : I. i� i i ; : 1 I � ; : t . ;� I !! � I - : %4 � I I 1, I � 1 , 1 � � . � : . . � 11 I I :1 11 I I li I � . ii , � : . I . 1, I I "! , j, 1: ! ' � :�[; I I i . � � , �1 1, � I I I I 1 ;: i .: . �, �; _` ; I �t I �'i I , , I : �1 � I I i ;1 I I I :I - I � t �. . . � t� : I I I . � ; . i : 1; ,i I � I . � I i i .2, . - , " I i� , i I l: I 11 : . i r It I . � .1 - " � I � . . . -__� I I I 111� I I I I I i � . It I f � 11 I I I I I I . : - , I , i T I � I : I I : . . -"'I..- I I : : ! t i : 'i I.-- I , I I i! � � �i . I. I I I ; .I . : . " i I I ',�' , I �'� i ;� I -i I I � I � I ; 1. (O . . � �. � I—. I I I I � i � I . . - � . � I � ; .: �. I I I �: I .. .. . � . I .. . I I 11 i 17 "...'..."I I ' 1 llt� �'!' "; ; , � i�' �' ,vt �: " . . � --**, I �� I i I i" h: �, �i q co � . .. . . . � is : b .. . . 1, , !�� , I i 11 I I .. I. 1: ' : I ' � t . :t � I � � i; i i ;� ;! � t. I i . ! :: ii li . It I 1 , . � :; c. : :1 I I ' �"�' .-�... - I I I i di ;1 � �� t I . I 1 1 � : r : - , I I � . I . :; �, I 1: :! :: � . � I :i c : � . i! ,i �" �l � I I 1 : � l� , : 1 1:14 p . I I .. I � � .. I ; I .I x (N I I � I : ; -- 1, a" 1, ' .� . . � I i q � .� , ! :, .� . � , -I--- I i"'r �s.'�, _l"� I � " 1 � : 1 : i I . � it is . i :. : I ;; � : ! I 1 !: 1: E I I I -, - i :i',"'i I I � I I 1. . . - I it � '�'� 1 7 � " � i � . � I .. .. . - ; I � I . . := 1 'i _-� I . ,: t .l i . I � . � 1 - 1 1 1 11 . 11, 11 I � ,� . t .11 I , I : �: � � 1: i I 11 � i; � !I I � . I 1. : t r 1, � ; *11� , ,, i 'i �i; 1 1 : i 1 c . . ;: I I . I . - - I i � ; I I :I I I � I : i, I i . � . I� � i . � � I t ; , I :i - ; : � . � : i. 1 ;- . i ; � . � . � I I . � � : 1 I I :;� it i� � I ; I I I .1 I � I . - I i ! , i: - .. I �� . I I �. e I . I I � I � � t' i �=_ 1, I � �, 'I I r ,i ! Ili ,�l � i �i � . 1, I ; . � . . � 1 1 i I I .: : I I � � l- I I : , ; , � � it, I i I , I I : ; — _______' . I . I . �. � �� i � I � ! ,�� W_ : " I " I . . . . I. I I t t. t ,I I . I .I . . ___ I : !; � � I . � �:i I i 1:1:1 1� t � � ; i I t, I :� � I .. I . I I ; - t . . I , .� l' I I - : �� I I I � i 1, I , t i I I l I I :t � i I I I i : :1 . ii �: � : I : 1 1 1 ' . � : : 1.� � ' I .. :r i . i 1. . .. : . : , I I I : � k - � - 1 I � � --- 4� 1 ii� � � �1 � � — � I i � i 11 11 � I . I � � . 11 , ill �'� , id � 1 , ,I � ,� ;i I i : ; : I I l- � I I 1 ;� i .. t . . I i l' ! 1. METAL SIDING . I , I � �! i I . : ; � METAL SIDING I I - I i ' ! �� I . � � � . I �j i � � � I �� . . : � . .. � � � i'll � I :: � �i I I I � � � � : . : '' . . � I : I � � �' . I ; : !: I : � I :, i i ,! � i t. I : ! I : I :. i I . I [I. I : 11 . � � f") �i � � � ! � : . ! E, � . : : i4i . ,I "; : . i I I ` I � : 'i � I i. . !� : : I ,� I �� 1� � :� : � � . : I . t i I :t l� � � . 11 � I 1; �� I I : I ; .. , � !I_ 1 'il i I ,� I I n � : t . � � I : I I � � . : � : t t i. !t .1 I � � I I L�: �� , i ; - t I i� � ! � :�� D t i; ,! . . i� � �: I I li , I - . � � �;I� 1 it � ll , I , 11; I I tt . I I I � I - :� � : I i: � :1 t . � � I I e i - .i i : - . I � . � I , 1� � I .:� � . � �. ,� I . ! i; ; ! - . 1; I - i ! i 11 I I ,� , ! ; 11 .� � � � . I it i " - il , � j : � , ii ; �: � . . 11 � � � � I " 1. . � I - I i � : L t I I : I i�t �' I I t I , I '' . 11 . 1� I , l!, i� I I � ;; I � i . L - � .1 i I I I I : I I t 1 . i � il � I � � � .. .; I � � ii , � � I I I ! I � : ii - t � I ". I � . . � � (n --- � t ; I [ " I ; � ; � I : I ' I It I . I - - : 1 �1 : � I I I . � I Z" -;tit,o' �'' � : I i i I � it 1: i I � - � . : I ; I I I . I I Ill � � : :� 1 . It i I t ,1: � I I '� I I , . � � :� I � � I � 1. i ' 10 ; � ; ! � : i i-- : : 11 � ! : . : * I X�.-_' .yil - , - � � . I I : 1 I I I I ; �___ :[ . � � � . . �I I - � . 1, . --- I I I �� :41 i '� I ;I � I : � �� . :: .I I � I ; � I LLI cy) I . � I I c! I I : . l � ! � I I 1::l � � �� , , , : I. � :� . �! ! I 1, "'� : , . . I I � I . : %� 1 .11 I I . � t � I __ - :-- ,If I � I I :1 : � I I � ___'_ : : I I I I � : ii . � 11 . :, I I � . I i : : i� — .1 - : c i 1 1 :. . � - i I I I I l: It I ; t I '�� 'ii 1, I t i, � - I i I i :: - z � I 1: t : � I i . , I : l" � � . 1 ! 1 ;� � . (N 1-i-1--l", i i . I --1. I . � : � :: : I I 1''i 11 I � ! i: it � I i� � I I I .. � _j I t � : � I � i t I i i: , : ! ; . '' i � � I ;i I I I i I I . :: � �� I I � � i � �t � I I . 2 I .. I � I I � I I � :� 1. I . : i. .. . i 1.- i I i I c I i ' :: , I . . - :: I N >.. I-, t'. - N I-:11. � [ �: i t i 1 � I :t 1 t' , I � � I ... 11 i ]� I I � I it;1 : I I I',- - .:� 1 1 1 ;: I . I I � I� . � � . I I , I : i 1 : � � i i I I � � ; � I ;: �' . I . � � ' . : I .. � , , , E . i I 1 1 � . I I I I I; � � �t �t t� t � � I ! � 1. �...;r= I 1,t T . :: . t �I ! I I � .: � I . i , ! I t: . i I h � c . t � ;r 1. '; I I ()� U (N I I � I . ' t. I i . � � '_ : I � '111-- t �� - I � :1 � i , '4� i : I ! � I � 1, � : 'i . I i� I I� I I--------- � i�; . - I ; I I I 1 i �� 1 �� i. .. I i: ii I i � I, � �I � I .. "�' . � I � � '� ! . — cy) -- � [ 14 ; I e , I � I � !I pi - . .. : I t I � :: �� ll . ! : 11 I I - I . : 1. . I � � � � I M-t- : . : : I I I 1� � 11 � ;. . l i I � � , , ! I it :i ! ; . :t :� � �y 0 � il 1. .. I I t � 11 � ! : , I : � � I '�' t, c1l.. . t-- : I I I .� I t - I ;� . . i j � . .i � I I c I ; I �i � I � : � I . : ,: '' I � -_- : , :� i I --- . . — ______- - _____ I - - . . � __ I i .- ,i , � , i �� i �'� � � I i i ! !t � ,, FINISH FLOOR I I � — - i U_ -r t . . .. :� � I : : I I , .. . I � I I i It I : I ! li � FINISH FLOOR d 11 11 11 . I :. , 11 I . I ; I ; '' I c , : I � : I �i I I AL , I I � ! i i I I I 11 . 11 11 : !, I I --- -l' -_ '�� I c= I U) < I 1-1-1 I � I I If � N — ____� LU Lj cf) - i � 1 1 ,-,-"-. I I I- i � I � ; T 01 --------------L� . \-F EL: U-10" 1. � 1: ; 1 1 j � : :1i : I !i. � ,�! �� 11 -011 �_�� .1 (D LU i i, i:i j i � It �, I :: i ' �' 'r In--_= I , I : ! � -CEIL:_ 1� "I i I I I 11 I I I C.3 "� .' z � - I I a i !I -1 I.- I ? i i I I �' " 3: R z ...... � I " � 1; li I � , 'i� �' I " ;' i. - > 1. - i 11 �: i I , : : ! : T I i i t il H I ) It, it 1 it _...� ' I '' I I 1 , , I I � I i I 11, �: � I " : i 1; I 1, 0 �_ 0 .___ I '� i� � �� - ,:i :: i, I t � j "i _ ' , I : t l � , : �, , I - � '�' L.Aj t�' � I i 11- � - _ j, I t : 4 ,: � . _j --- ' � I � �' I ; �� : I . 1 ! !i�; I : � 1 � ! i . . i, III _j 0 : _� i 11, � I i 1 4 : ! 1 1 ,it () �� : I I � : � : I f, [I � - - 1� I 11 I 11 - I �' I �i 1 L ,� � : I !:t ii :' I I '� In — _�Y. I i; � ;: � 11 . - I : 11 I i � i �� I : �i ! : , "I �___ � i � I . ! i I I I I : r i ..j ' 1.1 fn W of - 11 I I 1 ; 1 , , 1 � ir � � �''i, , I _�� `4_-� S 0 U T 11 LL I � i� : .� , �: :' i � I it !� 11 LLJ l ,� I i — I t : 1 . � ill I i�i: ' I I r3 EAST ELEVATION ( H ELEVATION, ; SCALE: 1/8"=V-0" �� ,I, Z) �_ ___ I 11 ' : i � i .1 -1. I'l : 1 1� � !I l' I 9 : i ! . 1, ( I x . I It t ; I I 'i I : 1, , l '! I .1 �t - . - 'I — () -- -- I I I I 1 1 ! ; i— i � i — � I . I i I �i i �' i !�' T 1 i I T, � � : iel �s �::� < � � 1 1 , , L ! � I . I ,1- �� I � lil 11i ii I I '. : i ir , . 1�' V i - ` ==1 , il� i t I , I �' 1 :; 11 I i ; ��l SCALE: 1/8" = 1'-O" ��-1 SCALE: 1/8" = 1'-O" I I I il I i : I � I; I �_ I I I " I � , � " �1 � I Lm _1 F I I 1 1 1, ", I I ,um I I � ( ) U) < > ' , , I :' � I I � 1, I i ilill� I I i � �: : I - I t -_ i L I � i ; ! I i i � I—. � j l�1� ' L : I ; ;[; i : , : ! , : t 1i ...... ; �1 �; tt"! I � 1[ �� : il I � I I � il ill � - � I I .1 i � :' ill I I �:: � � 0 51 10, ___ I I � I I � t I I I I I I : . : i I i I 20' � I� e � , i � , � t M w i I i, i � 11 i� 1 ,I " I � -_ -11- ED w F- M w -- i I I I I �'� I [� - _,�__ 11 : I L !I: 1 it 11 l i ,I " - - I I _ I I I', ii;�' I : I �il, � Ili � c l I',, I� l� ] L iL ".", I I i : 1 1' �' , I I i � i i I , vt� ' ' .v"' " I I , -_ I :ij i 2 I :1 � 1 it �i, � 11 k: ; I I _� - 2 _j 0 _j __ I I I I i r I I : I � j i I L� �i I ' I f !i , I i I i i',"% �! I 11 : i; I I �I 'L i, I - C) i� !, i , I I i : �;: 1 l 1 f � . i : I . w v , i , �: : , ii I I I �i � I -, " I � ,� I I .1 I I 11 � I 1 � 1� � � I I i . I w - I I.." ,. .1 I t I I li , l 5. �\ - ,. 1, ' ' 1 1 1 � i � i T 11 i il i � .� i; �; A- � : I . ! :� I : I i� i 1]� 1 ". I 1�1 "it '.-, I I I , - . I � . �'� I !I! I , � '� I i 1 , 1 � I � ' I �! i 1 l :1 i : 1, . , I I ;-,v p - II ,i I � , !: i i I � "I -*I- ! 0 LO z it�_ I I � i I i � I ' i ; � i :� I � � �� I- : : ;I � " I , � ,�� , !, � � � � I i i li 13' i I I , � l I . w i � . I �11!ii I I i 1 � , I _... I 1 1 � �, I " L i , I I ,,, � � : ; I i i 1 5 1 , � I : , 4 � 'i I - l, � i : ",j I i�f , ... - N� e . , t .' ' I -11 , i L I T [i:, I � � till : I , i i : '. 1, I I-N 1-1- � ' ; � : i I - I I - < i I �i�� : I i I i I I � ' I H I : � . � w- z --.-. � � � � �, I � i i I i i : �, I I 11 1: r 11 __ � i � I I '' I I i ;� , ''i 1 I I I �-1 - - _j '' I 2 ; . : , : , ii �! : , I i C'5 111� � - I � iii i I ;: I i I :r i i i �l , I I , L I I � zl, . - � _j �rF I I iL ;�i : li I I I , i 1 : f ,� I = - - -.--- I I ,: . j - __ I I I !i I , I i �, i i ! : I I : _'11" � Q it 0 F I I 11 i I ! :�' 1:. ,� ! I :1 I I i '� t , ! : I .w ____ I . � i � j 1 I �il : �, : t : : � . I - i 1, l � I _..' _____ I � 11 � ! � I I : i �� .. I . " e� 1-1 � A-) \11 < - 1 1 1 1 '� I t : � I I � 1 ' I : ��L : I I �;i ii I I - ! i , t i j !� 1 i � , it � 7 � i . Ili i ,� i � ( ! I� , � l, ,�, : �" 0 ��j �� '_' - - :� I I I i L i I : : , I p � , I r il,i i 1: I ! , � i i � �' , 111_�- I I i t : i I l� I . 7 � l i � r I I 11 �? �, A I A 2 - I � ! ' � 1, � 11 - ,� [ I : t i ! i ' ' � � ; � i I _ i � �1 I I:'! � � � � I A,- W'� 0 F-, _�'�.. I I i i4l '� t � : � " � ! l : li " . 1 i i , i � 11 : I ; �I, � : 6 i - I i I I I i 1. � I : , I '� I 'T' L I : � . i � i - (�_� X.) p Q ". I I N �� 11 � I i ! ; � ! : 1 ''; � I . .. - i � i I 11-1- � � I t : , il �, I ' -1.� 1''L i ,t I � I i �' t , 1: . I I I "I Z ..' ,� i �;�11 f 1(li" I I t 'i � � " : I l �i : I i i j'' � 1 I . ' � I I � I I I t '! lit il � � i . �.) c " I - � �' I I: ,� � I i I �, : �, I I I') �, � � I - I �i, , ,ji i I � t 04 ' i '� ' � , 1, � i � �� i I � ,i i: L � [1 : : � � I I _ �'' ill , I I � i ii I I _.. I '�� , 1 ,, 1- .1 �' "� - �:_ , i I . I � ' ;� � i i; , 1 1! � I I ,I i � 11 i I I ,i I ':� I w '; -A U ; � " i �111' , I L ;'p:I � � � , : : ,e'�: : 'I � � I � � . ...... 11 I I !i � ii z I I i '' i I ! t � I I I ,: � I . :I 1 F I I �I I : I i ,,�: - . ' � n - I I � i: i � I i I. I I 1 1 � :� . _-: I .1 In. ��,,:L , I I , I, i I I . - -.:t - � , I � i L j � �L -1...� I i: z F I i ,: , I� I , 1 1 . I : I I i I I �I i 1 $:-� ��' ,t !�) I,` � �i i � ' ' � � : t ! ; L , Ili I --� � �, I - t I I --- I I ll, I I ,�I � I I � ---- l , ,, I I I .-- i I o It I , I � I �1 ,� ��I I I I I I � -4 (") -J, N I : , I I I I , I 1 i I , , i I 1�1 ,iii �4 '�� - ,f � 'i 7 � �- , I I, � ! ,i j� I ; i i � ,:,! � � � �, � , f I � � ' � ' i i t . I� I :I - I I I�� : I I I I 1: :1 I ,:1 �� I I ! I, I . i I 11 ,, � I ,. I--- � : � I: " , 1 1� � i I t �, i I i i I I i ..I - �I I j� ,� I I I � : I i : ,F ; ; i i I � 'I � IZZ ,I �; j e 1, , : i �: l I i � �� 0 1 i i I I ii ,, � I U k, !�';' PROJECT NO: 1324 _____ % � ,, I : 1, i : 2 � i - I 1, � ." I I I � % � ; i � 4:_.11 I . : i I W ,� �� I— I ,I l: i ! I � � ; ,! I I - � :I i 11 � ! i : � I j 1 ,: I I .i 'e, ll I I I ' I , t::: I I 1, I '' i i � I 11 - � � r I � . I A 1� 1, ! �� i, � , � � ! : 1 k i v � "ji :,� - o[ I I ; it !:, I : , ' I I DRAWN BY: JTC � � ' � . I!; ,i � ; I I ! � � I ; Ln I ;�I' I I I , � I i � � � i � I I It , ' I I �'� ! l� ! ,I : I ! I� � : � L I ll 0 �� i � ' I �, I I � I ' -r I - �' i I I , 1: � , � � i �i , ; �s � � I ,,, I � � , - I i � 1�� '�'4 U �....=� - I l i 1 1 : I - -1 I I � I I I , I I �, I " I ". - - w k - �-- , ill � i '11 1: '' I I � I I I - I I 0 w 9 . CHECKED BY: JTC __- I : 11� 1� � I I j , _ I I I I I I l ' ' i I 1 j, 1 . I I � :�i � � I � ' i , � _'� ;:�� -_ �_ ,: 'l, � i I' l I I t I L A� , I t l� i I,: I � �' " "* P, . 'i I i I - I I � ' I - i � ' I � . t �� i ! � 1 , i jI.) , - - I I l I _-.11 1. I I I I � i I - � I I ' -1 ::- 00 M -____ I , , ' ' i �i�'i i : I I '� i I , ! ill - ii� � ' ' I � I '' I l �1.11 ; it 1 1�� 1 � � i � 1: 1, 1, � ' , j i �� , i! 1, ,- SHEET NO: - I I i I I � ,� I�:i "�'l � li� � , 'I L� f 1, I j I � - '' i i - I 'I I � �,� I k ' �I I 1,1: � I .1 I , I c I I � 11 11111 I, t I I I �l 11 I 1 .IL 1: i ll ii ' - 0 - ...... I ' 'Ill , I 'l I I i �jl 1� I , ,�' : I ill � . [ � ii 1 ill,� , '�. I 11 yj - ...' -1 � I I I'll I I � I ll� 'I" �, ��L:� [ t I lli 1 11 11 � � I I I F... I � , . I !4, 1 , � � jl I i I " �t .... � i !� : � 0 � �� i � � I� t I I �: 11 ,1, :� I � 0 � 0. � I i 1, i'0 .'' :: 1 t ; � ==� f I�t ': i " i l , 1, L j ,l i � ri : ' : � i � 1 : i I "I'll..... . I I 1. , , �i 4�� I: I �I ll� . ,. I I I I , �� . I t , I I '' I I : :� 'l ' � i I :'1 i " I I I " I : i . nt I -----i 11 I I " � I i i ,- I I I � � � i ,- "... I I I L ! I i ,i 11 I ��k i I �'tt lg� I I I t , : � ' . 1 I � .� i I i , I ' ''_'-----------_� � & i ' � � ' I � t ' I �� I ' i I � ______� I �1'w ,� CT 7 1 G � I � I _'�'070. .. 11 � '%�/_ I I i � I I I , , � " , � ,) � � �'�' I " , � I\ , I i � I 11 i I I , 11 I il. I 1� I ' :i �� , I I � � I I I i I i. , 1� : !I I i! � � ' t q: I I lk� i 11 I i i z � i i ; i � i I i i � : ___�' _! — I '*��\ L _____�__�_� '� —71 �_�___� �� i 7� : I I I I - I � i i , , , � , Ir- 11 i I I I , , -3 i i I I I fi� �i � � kll]; ' �0 1 I I - , �I I ; : I � 'i . '�'� I ,I :_'-� 4 , ;' �'�i" ' I il '' I I I I l:� �'_ - � I , 1:111 ! I � 1"lii' i ilt I �i,l � , � � , I , 1,1, 11 , l f I 1, i I I t � t a " i 11, I 7 � l i � i i . 1 � � i ill 11 . I A — it � i � I I I � . I !, i ; ii �li'll �,' , � � i I . I I I Ill' ' I lill'' � I �' I - � I l " ll ; _ '� �' 11 __ ''I � ' �! ' '' 0 j " il ' �L � �i � � 1 � ! !� � � 1 . ..l. I------ t__ L I ' I , ,! [f ; , Hp� �l ill ii� � � ,� i � i 1 l � - - I i� I I I 1 .� ;�!I' 1 , I : � 111 , ii � _'___ ill Ill i '' 11. 1 : i � �' I ; A : I 'i ,� - . I I 1,� I � I li I'll, i , " ,l� I & �SHEET I-..-. I, � I i � ! "I'll I i, !�"kj'.' L� � ' I l- 11 I _ I-- I li'l ,;illi I' ' 1'i' � ' I � ;j:, ll� � �� I', i . - - -_ -_ ;:� � I i :1 It , � � i tif 11 l ' l � I ,i , L " I / . I ''I� , , I I I I ,I i� 1 " � it I , I L . I I I I I � I . I I iiii .7- i � . , : l� "i " 1; '�' 1i , , I � I 11.4' '- I I l't;i i i 'k , !t I I i ,i I i I I I �' L�lt � '�'�' 1, ,�� ''�' '' , �i ii, i,iJ,I i �'iil'1, l' o 1 , I .111 - 1 :i, ,��t I,I t I"�� 1J�' 1 i� , I W . �-.1 , I I � '� z ,� ,,, "I''' , il 11 I 1, ' ' " , ! � t i 1. �: ' , ' '. : 'i'."''�' __ ��' I.ii, i , , , , "I'". �' " -il , ��_ 5 L I I ! I "'i , �V I�:'l' ," ;l ' I I - � , t� ; ' "i!� I '�W_� � �' , i'� I I - I I . � ;�i� , Ill �'l '' "", , I - I �'� - - I I " , �� ' ��'� �' 1"7. �'I -) , lr�'�.' I "" , I [ � . ,,, ,' � " I, '; i ��,��'l"""��,,�:,�,'��,,��";�,,�,` ,� � '� ;;'l� � I� ' �::L� I I � � 1, 1 2 n3 4 i I I � I I I I I � ' I I � , " :� I I �i ',"'� l'i, , , !, - -- I '- - - I � i; ' � ILI �:' � ; ' ' , f, - ____ ----- -1 _ _ , ,-"' ' ------ _' ' - 1 --i: _ __ --_______ _1 1-1, h_'� il . I ,;I,,,�",! "t ' �'� ' ' I I�� I :� ��!I 'j t I I (' 't'� , � �11'1 I� l t �'� I ;'��' , ' ' 11 ,� I ", � � , 1 �11 , - __ - � � ' 'I 11 -11 "I ii�; , - _ _ _ __ -____� ______I - - � . - .111111- __ - - - -1-- ----I . _111- _ ". - - � - . - UMMARY ANCHOR BOLTS rI ------------- 5 I I ----------------------------TOTAL I L.r , II€.s+,.,. ,,L.q.z,�,.,•ILI,,.„�A,,„iI,i, I 1 . LENGTH G TH BE ND , N DIA. PRODONT LOC_ STEEL LINE T0 STEEL LINE CIN) <I BOLTS3 O 16 DJ 5/B E XP 221 0„ O 40 EW 3/422'-0” 3.00 1a.o 3.00 _0„, 22 _0„ 21 o .00zza0 24 RF 3/4, 3.00 i€ 1I I I I L III .r ----------------------------------------- it ------------------- CC g I FIELD INSTALLED s - 16 0 {{ _ 18 0 , „ I 0 I „ L s - _ 18 It,, I ,,... .. ,..::. _.,.. •1, ,..a ar ;.,. , E ,., :.I , , :,r,+ e , ,,,. ,I , 15 0 I- + I, CONSTRUCTION , c.. t , i � I I , 1 d I JOINTS r K e+ , # , 1' :I I .`I is ,< I I € It I II F I I F F2'-0- 4'- I � 1 II =I I i I K ILS I, I 1 4-6- 2'-0- B s I, I I i I I i I• I . I I L;I W 1 u I ,• ; o ` r - - - -I — /fiN - - - - - I _r I , r Q , O O + 1 f, Is s : ,I I I:,; � , ', c I I j _., ;.; v s, I I -1 I I J I I I o - I1 — F 3 S It 1. I L l I I d d ,I , I :a It #, li I' II ':_:i r. .k I €d, ,. . , • .. , , _.,..,,. I II ,, {,. 11 I , I ,: < . F 3 I I I - - � - , F-1 F-1 F- _I 11 _` 1 1 I — I 1 I` HAIRPIN BARS i F — I , F I I� F '- ' N EGS f#5 x 7 0 LOG I Q I o 1 CTYP. @ SIDEWAL4) o 1_ ,9 2 --------J--- - I ------ I----------- N -- --- ------- I 2 I 'i I � C 1 I I I I I : I I t 13 9 EId _ �20- I I i O I ! I O ! I 1 I I I I � t { L 4 ,` ,.,I. , . ::, , �, � HAIRPIN RS I _ I I. ! L I, O II Ii _I m I O O I K: l I m I #4 x 5 0 L NG LEGS I I e i I W m m N I L t t 1i , I N r , , - ENDWALL C' YP.) O i 1 y N U U I I I P II ( I I r 3, 11 i r I I U I I U i I U a I U I' Q T i• I II I I I 1 I 'I i I f I, i — 1 z I , I I I,,,, ,, ,,t a ti- ,: 1 I Ilt ,, r Q L Q C I :k f ,,.c t i :.. . �� 1 I r i I - ------ F-2 ' U I I --------------- ------- k O zI -------------- --- rtQ I I t , I I I€11 _ o ----- -7 .n ' I .,. r , , , I i I 1 1 .. --- -------- -------------- F-5 r I �q ( , I., I s _, L I I III. = 4 IL,• I I I .; ; 1 a, I I_ — I ; I i „ I I -I T _ _ � 1 � I O r. ti .. .. ], O O ILai_ _ I P , i ,,• , I i ! r w , � O i , I Pw I I I — I C/1 r ! I I I I I i 1 I` — "- i ;, Q C” P I i i Q o I 1 I I ,. . F 2 --- ------- - ----- J:. _J_ i I r n C t 1 dI l I I p 1 p I, I F I_ I. I - I., F I F - O I I F 4 1 F 4 F-4 - - I - 16 0 ^1 _ i „ I -I I _ I -I I I- _ 2 0 I F 3 d I I � SEAL I � I I � I , J I m , t p i � ;I I I L_ 'I I W '€ I I I 1 t i I I t i — I i � i I I l , S { , ..6. d , , I I , I z I , LI t ! 1 I yI , I I I 10 _ _ k , , I , I 1 I , I , r P , ,: � � I J I L _ _ _ . — — I L - - - � N I , � � I � 1 K a i I I I I i , .I 6 I f I , 1 i 0 I— pp I6'- B 8 I z ( _ -- �,i I ,_ I 6 8 0 6 8 I — I, 2 --� O c!J F _ I h I & I I. F , 11 F E 1 I I I _ I ( Its 1 r III C I $ - I i 21 -0 I I _ 2 2 cn 0 �- 22 0 I I I 21 0” - , I z - I I q' I ,I I � I• , , l , a „II Ill � ,, I O - :� - i „ I 5 ..../ �. ,, h FRAME LINE 4 3 U 2 r II y I I DIMENSIONS , i N 0 DIME S , ir: I f i I l II' I '6 I 4 k I r r-, r I 1!' I ` , , r 1 ,I FOUNDATION.' ,-LAYOUT PLAN - I K I _ L I KREL` DRAWING STATUS STEEL INC, BUCK S EE — .. R CONSTRUCTION FOUNDATION L YOU N _ REVISIONS ISI❑NS [XJ F❑ 26.0 FOUND I A �..L. JECT 68.0 x 860 x _— PRO CHKR APPDPERMIT - _ AT DTLR DATE C K UNLY , , .> , I I r,,., ,, f I I• PT ON. D E C 7 FOR N. CWE •DRAFT. CWE CHECK DESCRI Iq DESIGN: __ I WG I EXPLAIN PROJEC H F ATE 1/30/1 C J OTHER, ATLANTIC BEACH, L II -----II. r IS - A RES , I r i I { `Q IN p I »lit i j I I I P I` I I I i t I i I I 'I 1 .I , (2) # 7 REBARS CONT. HAIRPIN BAR W/ 90 HOOK i SAW CUT 1/8' X 1' DEEP 4 W/ T-O' LONG LEGS ANCHOR x 6* -_ 10/10 BOLT-,,�J// # 7 BARS WIRE MESH CONCRETE SLAB CONTINOUS 6' X 6' - 10/10 WELDED WELDED WIRE MESH lit 11m 1 1 1 r L 6 MI POLLY 1 0 MOISTURE BARRIER y MOISTURE BARRIER 6 MIL POLLY 4' THICK THICK �u SAND LAYER SAN L COMPACTED SOIL COMPACTED SOIL 1 nil 1 A 2 - 4 6 BARS RECT, C-C Const. Joint CONTINOUS BARS 10' O/Cc -E NOT TO SCALE THUM[ 1 11 1 r: BOTH WAYS TOP 9 BOTT. lid I 1 Hi jr A, 0 :g SECT, B-B FOOTING SIZE Alf v SEE FOUNDATION PLAN 1 ,-i NOT TO SCALE Q1 0 low, -D SECT. D __HAIRPIN BAR W/ 900HOOK # 4 W/ 5'-0' LONG LEGS NOT TO SCALE ANCHOR T # 7 BOL 2 BARS L HAIRPIN BAR W/ 90 HOOK TINOUS [6' X 6' - 10/10 ANCHOR it n W/ 7'-0' LONG LEGS CON WELDED WIRE MESH BOLT 2 # 7 BAR CONTIND WELDED WIRE MESH 6 MIL POLLY MOISTURE BARRIER >�_, �6 MIL POLLY MOISTURE BARRIER 10/10 6' X 6' us 00 4' THICK ? I r SAND LAYER 4' THICK my 12 COMPACTED SOIL SAND LAYER COMPACTED SOIL AN BOTH WAYS # 5 BARS 8' O/C # 6 BARS 10' O/C ilk lit 1 A BOTH WAYS TOP 9 BOTT. A- 1 FOOTING SIZE All -C-A-N a SEE FOUNDATION P FOOTING SIZE SECT. A--A SEE FOUNDATION PLAN allNOT TO SCALI SECT, F-F NOT TO SCALE PRO GENERAL FOUNDATION NOTES 12. PROOF ROLL OF I OUTSIDE BUILDING FOOTPRINT 1. ALL REINFORCING STEEL SHALL BE GRADE 60 DEFORMED BARS. WITH VIBRATORY COMPACTOR. by 2� ALL POURED IN PLACE SHALL BE F'c 13. FILL TO WITHIN 4' OF FINISHED FLOOR ELEVATION 3000 PSI MIN @ 28 DAYS. WITH CLEAN SAND FILL. I WELDED WIRE MESH SHALL MEET ASTM A-185. 14. COMPACT TOP 6' OF FILL MATERIAL TO 957 OF UP i 11 4. FOUNDATION AND FOOTING SIZING BASED ON MODIFIED PROCTOR DENSITY. (MIN) ASSUMED SOIL BEARING CAPACITYOF 2000 PSF, 15. SAW INDICATED CRACK CONTROL JOINTS WITHIN 5. THE UPPER 12' OF BEARING SOIL IN FOOTING SHALL 8 HOURS OF PLACEMENT OF CONCRETE. iAl j SOL e BE COMPACTED TO 95% OF THE STANDARD PROCTOR. 16, SOIL 'IN FOOTING TRENCHES SHALL BE FREE OF 6. MIN. REINFORCING STEEL COVER AT EARTH 3' ORGANIC MATERIAL OR CLAY: IF EITHER IS All ENCOUNTERED IN FOOTING TRENCHES, REMOVE IT 7. SLUMP RANGE AT POINT OF DISCHARGE: 3'-6' t OVERLAP ALL WWF A MINIMUM OF 8'. REPLACE WITH COMPACTED SAND. 9. LAP ALL REINFORCING STEEL A MINIMUM OF 48 DIAMETERS. 17. CONTRACTOR TO REVIEW FOUNDATION DRAWINGS la REMOVE TOPSOIL & ORGANIC MATERIAL FROM TOP 12' AND CHECK FOR COMPLIANCE WITH ERECTION DRAWINGS OF EXISTING GRADE. BEFORE COMENCMENT OF CONSTRUCTION. z 11. FDN. IS DESIGNED TO MEET THE 2010 ED. OF THE FBC ANY DISCREPANCY SHOULD BE BROUGHT TO ENGINEER'S HNM I ATTENTION. CODE. (IBC '12). W.S. IS 130 MPH. EXP. C JACKREL DRAWING STATUS I/S iK REVISIONS BUCK STEEL, INC. FOR CO K NSTRUCTION x A& MUKKION DUAIL PAGE LP—D Fi �61R PERMIT ONLY 6&0 x REV. DESCRIPTION: DATE DTLR DATE CHKR A PROJECT ID 3046 DESIGM CE ICHECK: lit C I FOR APPROVAL OTHER, EXPLAIN PROJECT DATE:1/29/14 ISHEET FNDWG-2 FAIRBURN, GA -------------- k�, REVISICINS RQ DESIGN CRITERIA NOTES TO ERECTOR/OWNER: [21 6 5 OF THE BUILDING, MBM IS NOT RESPONSIBLE FOR THE ERECTION [3] M! 4 oil ik n ; = 68 NY OTHER FIELD M; Width (ft) THE SUPPLY OF ANY TOOLS OR EQUIPMENT, OR A - v = 86 -SE. MBM [4] Length (ft) WORK UNLESS MBM HAS BEEN CONTRACTED FOR THE = 26 Front Eave Height (ft) DOES NOT PROVIDE ANY FIELD'SUPERVISION FOR THE ERECTION = 26 OF THE BUILDING, NOR DOES MBM PERFORM ANY INSPECTIONS 'A Back Eave Height (ft) 151 Front Roof Slope (Rise/12) = 1.0:12 DURING OR AFTER ERECTION. 6 4 3 Back Roof Slope -(Rise/12) [2] USE ONLY THE ERECTION DRAWINGS PROVIDED BY MUM AND IN = 1 .000:12 = 2XIO0 EUVERED BYTHE TRUCK Dead Load (psQ CLUDED IN THE ERECTOR'S PACKAGE D i i = 0 DRIVER WITH THE BUILDING. MBM IS NOT LIABLE FOR ANY CLAIM oil q , � il! 1 pso Collateral Load 2 Frame Live Load (pst) FORIE STANDING ANY Roof -Live Load (psf) = 20.00 RESULTING FROM THE USE OF OTHER DRAWINGS. 119 = 20.00 W1 REDUCTION CHOR BOLT PLACEMENTS BE Roof Snow Load (psf) FRAMING. IF THE SLAB IS NOT SIZED CORRECTLY OR IS OUT OF [3] CHECK SLAB AND AN 0 Wind Speed (mph 130 5 igq :1 10 IBC 12 SQUARE, OR IF THE ANCHOR BOLTS ARE NOT CORRECTLY LOCATED, A ESULTING 5 FBC CALL MBM. MBM IS NOT LIABLE FOR LABOR CHARGES R rr) VAnd Code == H -- Normal FROM STANDING FRAMING ON AN INCORRECT SLAB. occupancy Category LLJ M LL_ K Closed/Open/Partial FIRST AND THEN THE PURLINS WHICH FALL AT THE CABLE 1 J Exposure B a CLOSED [4] BEGIN ERECTION WITH A BRACED BAY- INSTALL THE �AVE STRUTS Importance - Wind 1.00 ATTACHMENT POINTS. NEXT, INSTALL ROOF AND WALL CABLES TO All Intern ial GCpi (ENCLOSED) +0-18 -0-18 A SNUG CONDITION, SO THAT THE FRAMING IS BRACCID. FINISH -0.55 INSTALLING PURLINS AND GIRTS IN THE BRACED BAY, USING THE 4 (PART. ENCLOSED) +055 6 1 41 3 (OPEN) +0100 —0.00 THE CABLE BRACING, SQUARE AND PLUMB THE FRAMING. CONTINUE WITH REMAINING BAYS, INSTALLING BRACING AS ADDrl1IONAL BRACED it vj � t BAYS ARE ERECTED. StmcturW Steel LLJ < FITS BY THE USE OF DRIFT PINS TO = A1011 [51 THE CORRECTION OF MINOR MIS ASTIVIJI (Plate). . DRAW THE COMPONENTS INTO LINE, MODERATE AMOUNTS OF REAMING, 17— = 5b.0 ksi INOR SHORT- 0 Lj A Plate Yield (Fy) 5 A592 AGES OF MATERIAL ARE A NORMAL PART OF ERECTION AND ARE NOT CHIPPING AND CUTTING, AND THE REPLACEMENT OF M 6 LLJ (Bar) & ( Lr- ASTM# D_ SUBJECT TO CLAIM. CONTACT MBM BEFORE MAKING ANY FIELD MO �i CO MO ksi 6 -1 A �r Plate Yield (Fy) IFICATION TO THE BUILDING. MBM DOES NOT PAY CLAIMS FOR ER- I <4 �, %.-4 !I 1V it" I - n, ROR CORRECTION UNLESS APPROVED IN WRITING BY MBM BEFOREHAND. lid 0 < 1-- 0 Components Ciadding it Light Gage Steel Syntion(psf it 1 i! T VAL Pressure(PSF A UUQU Width A APPRO NUMBER it ASTIV# (Cold-Form) A101 I FLORIDA PRODUC -Form - ------ - J ii Zone f& member Pan er ar L Tu t 55.0 ksi CIO Cold Yield (Fy) 1 1868.1 It it '11, : ,1 PE3R ROOF PANEL Es 110 -5L Ch. ASTM# Wand) A792 2 iT00 I Ij 10.00 3 6.80 ksi 11917.4 1240 -32.80 -51.. 6BO is -32.80 -76 1 SaO PBR WALL PANEL 4 12 0 Panel Yield (Fy) 26 GA. PBR -24.6 -30.11, 13889.3 0 M &4 4 A !t i � :� : ,�: i :� 225 2780 0 24 GA. PBR 50.0 ksi 3070 WALKDOORS +50/-50 PSF 5 6 6.80 2250 27.80 -26.08 -37.11 :It Fz 10 X 10 ROLL—UP DOOR 12152.1 it ID 2152.1 L" NOTE; THE ABOVE VALUES ARE ULTIMATE W 12 X 14 ROLL—UP DOOR. DESIGN PRESSURE/SUCTION VALUES, USE TH 1 T AS EITHER A "M" 0"", 0 i NOTE: ALL CONNECTION BOLTS ARE DESIGNATED 1T [ IN THESE DRAWINGS I 1 5 FORMULA BELOW TO CALCULATE THE DESIGN J�l R FOR A325 FOR A307 BOLTS 0 ENDING OOR JAMBS PROVIDED ARE NOT DESIGNED TO TAKE D WIND PRESSURE/SUCTION VALUES, BOLTS. ALL D L46. AT THE WEAK AXIS SIDE. REFER TO INSTALLATION MANUALS (ULTIMATE P/S X .60 DESIGN WIND P/S) RED THAT ARE _j SHIPPED ALONG WIT H THE COMPONENTS ORDE 4 ILI DING SYSTEM, NOT MANUFACTURED WITH THE STEEL BUIL l FOLLOW THE INSTALLATION INSTRUCTIONS FAILURE TO CD MAY VOID ANY WARRANTY, th- Richard Tlmi PROVIDED WITH THE- COMPONENT Li-i i 09 01 LLJ PE#43547 Ph-706-888-4874 510 Lee Rd 281 U� Salem AL, 36874 LLJ Z U DESIGN DEFLECTIONS LLJ 0 ij j 180 tic - Endwall Co1umn = 180 Roof Panel (Live) % Endwall Rafter (Uive) = 180 Roof Panel (Wind) = 1 20 COLORS: _X'l .D .7 N'C) Rigid Frame (Harz) = 60 _N Endwall Ra 90 Rigid Frame (Vero = 10 0 ij 1 a P . Ifter (Wind) 180 ROOF, GALVALUME Wall Girt U Lo U All! 1 180 Rigid Frame (Seismic) = 5 WALLS, COLOR N o 4 3 5 4 7 S— 0 ID UD Co Roof Purlin (Live) Roof PurHn (Wind) 120 Rigid Frame (Crane) 0 M (_0 6 90 GABLE, CO Wall Panel COLOR J% NO EAVE, STATE 0 F 3046 COLOR �jv i CORNERi 14 ET?IGN OF THE PRE--ENGINEERE 71) PKIETALL 1/22/ T 61 E D COLOR SCALE FRAMED OPENINGSt 0 BUILDING SYSTEM IS IN ACCORDANCE WITH FBC 10 ONE COLOR JRD N (IBC 12) CODE AND IS IN COMPLIANCE WITH ALL GUTTER TITLE COVER PAGE APTER AND SECTION DOWNSPOUTS, CEILOR_ REQUIREMENTS WITHIN EACH CH 0, `0 it F5 it J E� I WED COLOR By Richard T Smith at 4:33 pm,Jaj�IZ 2�14", THAT ARE APPLICABLE TO THE PRE—ENGINEERED BASE, METAL BUILDING SYSTEM, PAC E 0 I th 1 I : .. - {. I) I I 1 I I � Dia- 5/8" r I ;! I G I I r n .� r: I Dia- 3/4" a I r, OPENING ,6. ;,; ; I, It (, I'I , NOTE: ALL FIELD LOCATED FRAMED d 4 ! ,I , "I!l 1 THE DISCRETION OF THE I 1 tll� : u;# LOCATIONS SHALL BE AT I I , { I 4 L — 5 I,.. i,,. k ,6. 1,., ,t;i. ..:.... i. ..: I...: , ENDED THAT . x S OMER. IT IS R`COMM " I L :.I I_: {_ ,�. I ERECTOR/CU T 1 - - 0-OUT OF STEEL _I. , I 'I 1r 86 0 OUT T :: I _ _ OF ERECTION. ". Y�G. Ir L, 1,1, r: : I � I , : : , I ,} ,I ,.; 1 THESE ANCHORS BE LOCATED AT TIME ,I.r.. , 1,;.. „f I I..;.I �;.,I .211:. �:,I I ,: ( ;, #_' 1. :,f 3 `} ,.,II l: 11 ' ' t E h I 22'-0" L , { 21 0 , ,1 ,,, , ! r 1, ;. d :,, it i. _ 'I. FIELD LOCATE: o II WALKDOORS . . ,. . OPENINGS & 3070 FRAMED ]7 I I " " - I 1 " " " _ n 10-0 4-0 ,,I.,I ` II 1 , " " 7-0 12-0 N 12 0 8 0 # IsI 1. ,j r': ' { ' :, , , 1. o .I 4. !':I — I ,, ' ' r• , ; ,,; . I„ 1 1,.1 I - i.:. 4 �. ¢>I h..I B I I - iill4 1 I 1 --�_ I 1 `� I I �I I, I I I t ,, ,: I 1 • � ,I I ,,1, I I , " I , 1 111 , I, 1 II tJ L1 s z I „ I bs�� i ♦• A i • ♦ D I D . t, t Z D _I " A • • D D L: I 1 (, I ,. , „ I C E F pp , C I 1 I E 1 I u : 11 ¢ I I _ O I I B I I•., I o ;'w { n t I ii t BS { I .,.,, 1;.I,i I, C I 1 t;a 4, i I'.. .p , :I: I 1 - ,,I , {:' I:I J, I �I L { _ .. 1 ! 1 , ` B D I 1 H. I i" I D B I I 1` � 1 I t � �I I ( 1 i I I I I I l 111 11; I .,I r I, � , 11 ,I 1:1 # I I I I . I I: I I i I I ] I o, b I II - I I !`1 c i II I — o }I I t,.I 1� "L.. I i `o { : i I c I ' I I 1 1 - v { SI o 1,I 'J'."r I ;',, i , L, , i, I i L. , r :I I : : I v m O 1. . ) , I—': I ' I I III I .1., , ! , N I N X I II W I r: 1 w ^I I 1 I I X t I. 1 it i . , v , , ,1 Il r i I : 1 I' , , I o L ," - ;i �.. 1 i s '::! II 'li kf I :. 1 . , s i . ,: 1 , *1'' ,: i'r 1 ;,; _ ' it 1 1 of � m s♦ ' I " SII '.':' I II ' 1I L, L o . I H ii .I 1 , : L <rt 1! .. I I r : I ;I I ,, 1 .,. ,II :, : .,:I.: I. 4 -L.. , , ,.,.., i It f 0 I! . !, 'i r , 14: t ! 1 I�4 t, 1 I 1' � I , a I I I , 1 ,I I I { 11 I 3 I F- :I v 1 I L. I 1 Y , I I u::. I i11 ,I 0 xi { 1 { I { 1 I I I. I o 0 ` i ;{ I t I I 0 3 I O I r O I i f: F N i I r o k 1 I� I I N i t 1 I I I a I ,' 1 II I I 1 Ii i 1I iI I 'I III I 1 , r , r I` I^ I i I l I I 1 , C -. : '.) (i' i s I' I I I 4 :.I :1 . 1 #i: III B B _ _ „I ; " I.' E♦1 „ B B i ' I I fl l I . , I I I L 1 I, L I I I I 1 , . L ,I ;(: . I ,,, o { , 111 I (, I" I 1 i, E h7 I I 1 I - i I c I I. ; + 4 l , ' r. i I, 1 1 f I I I , ° 1 I C I , I 1 I t- C 1 I J r i I B I BS :1 {. 4 I: ij A , 11 I I ,I ;, ,I , , 1 11 I V: . c I I e f , , II c J I ,, I II i r I; . :,. A C 1 .. ,,, ..L, , .. A , s .. 1-_ L . . II I _ 1 I , L f.. _ I 1 --T > _ , 1 t -:I acro , I . „: , _ X Br 9 0 i i _ X Braan i # e Ii 1 e N f 'I I. o T., I t , I I 1 � Richard T Smifh I, I 11 I 1 I , II .I I .1 I I # s, , , i 1 If PE#43541 Ph-706-888-4874 i I i I, I , E: 510 Lee Rd 28 it 1 '''11 I i;'I i 1 o- { I It I 1 1'-0" 22-0 22 0 I ; 2 I I :1 € '` I II 5 , 5 3 4 2 , J i . f t 1 I 1 ' .7 �, , Salem AL 36874 ' I I 1 lllildi s' ' t : _, I. ':I,1 f r I.; { ,f: I. , { {:III, ,;,: ? ;. e 1 11 dl r�I I I I ANCHOR BOLT PLAN �I �� I : i' L C I f 1 ,.,I , D T . I ,, I 1 00'-0" Unless Noted ♦ R s 1 ,..... i z 3 } NOTE. All Base Plates ® 1 ) ®O P' /� I I. fI ;II " i ', I a I; T . I II \ G N� I a S { ® �\ f ti . Q . ' I F' i I 1 I I I I i O /rp I I t. t :) A' I I' I I f I I I I i 1 I III I. i ,>" i X17 4 5 �` No 3 I , 1 1 I I I I r I it I (:B{ I 11 II 4 I i I I , I I ' i I 1 WA LL PA NEL a III G'GZh" I f i 1 I I' I' e , i ;1;1 , q d q , G d I II:I I @ I ,1 - i I { I . I 1 i l I ,, f, [tJ ,,'. TATE O F L. I I I 1 + I I ,. II, , 1 r , L , , , 1 _ BUCK STEEL INC s r f I P i FL 73 ( ( I., w t , : f i I," IL ANCHOR T f I , I NA . - , , » b. , .,. - : .,1 1 = 1 CUSTOMER. •L O . \ ,I I :I,. I. 14 { I , 0 1 , ._ TER , „ I 24 ON CEN R S 1 . S G r { JACKREL , _ v 'I I 100' 0" ,,,,Ili S CJ i 1 DATE: / 0 :1 + Ij JOB NOc . O L % 1 1 I: 1 I i N 1 t , a I I:; , 8 Y 14 ; If ! I l . REVISIONS 046 1 22 �1111�111 11 I ,, -� I. c; I : I - .'., LOCATION: I , 1 v s 1 . . 11] �,, i :. I: ;., I' L. .. { I ATLANTIC BEACH F I f !: I _ REVIEWED .e, scALE. ,., 11 I. .I. DRAWING NAM -:, .: ..�..,.. .. , ,: SII .r,.,, ¢. ;.. .. 2 p C] , _ u _ r Jan r22 2,, _ 1 ,: I ,. r � ,i Richard T Smith at 4.33 m _ : 1 _ NONE s R� t? , L , , BOLT LAYOUT y I L ANCHOR > r I , I {; 1 1 I . I', : I ,:. 1 , CHECKED B7. s: I ,.,1 t. i , 1I DRAWING NO: - DRAWN BY. CH } f I . [�] C;, ' „ _ JRD RRM '', 1 ( I # r PAGE 1 L I k; I I i I I L1 _ 11 ll, I; FORMED BASE DETAIL li 1 � ij ii� #A I �. I i I 1, 1! 1 I { t I I I 11' I # 11 d I . I _. , , G Dia= 3/4" Dia= 5/8" I i III � `� 4.�. I :I I II I 3 4?O �O I I I ( I T 9T I I k s O JJ k C � I � I' I I I I•::: I s I I I : I I I !t h: I ; 4" I ;1 !" A iY y I I I I W 1 i I ap I I 1 V I` 9 I I' I J 4 I t I I It I I I i 1 1 s I r I I x: I t+ gg E I I I 1 ' I I : 3 2 1 2.. 2" L_ J L L 1 'b EW i f i � I EW i sW I i 1 1 �--�—� > 1/2 1 1/2- 2" I 1. I { f I I I. i a I If �I tl f � t• , '1 I — t, i o S a 1 I' EE PLAN ;I I I r I I r I` 9 I a I : DETAIL A I DETAIL L � I F! (: � � II • e� f I I li . I It I I � e. I F �I I: h t II SII f [f I : I O I 1 d � 1. I i• f +1 �v I 7' ry 1 i I MIA I i I IyJ I I ANN I I I 1 G r I I , F I I I I I I I r I'' z I I � L I t 1 i' t I I 3" I II: c i I� �I I 'I' : I � I d a I t I 2 1 2" I r L� I: — i I I , I EW I , I I r } t 1 al I I. I II I, p 1 E ( 1 I f 1 1 II 2": ,I I II i , '� I v I I F„ .SEE PLAN r , i 1 i 9 € i S i I r t I I :1 r I ETAIL B E I i u, ; f, -3/4" r t �I 1 I i '1 I I I J I; I pp 1 I f I I i `I I a I� 31� I i 9 I I r I — I t — I I I o oilI I, I I t I L� T I I 1 II '1 F I i t; p I I I I L i I i I I I I I I I f I I I : f I I I i I I I k I I I v y d t I �I 1 # } I I 1, k A pt C I I ! I I I I iI I s I r 2 1/2- j- 8" I` L: I I I i i I I` i` i t I I I I I F. Ili I s� I s t `I I I I I I I' I I I I I I I• I 1 I� I l I I L I I I I� � , I I, ul i i 1 2 2' I Ii �I / I ii I I � s 1 / 1 1 i i b i qa I u I I• r � I t I I t I E I I SW i 7 I 1 I II I I 1 itI I 1 F M I R I 1' a ' I 1 1 F I I I I: ! i t II t; SEE PLAN , E I I t I r u I i I 1 II ;� II I } I , !II 1 III I , : : : DETAIL C � f I I I` I � I IIIRichard ti I i' I� T, Smith I i I I I a { 1 I I I I[ t I' I PE#43541 Ph-706-888-074 510 Lee Rd 2 81 i I I I n I [Sakai AL 36 874 II I i 1 t t I` i' I' F i I I f I 1II I = 't JAMB CONCRETE LINE ti111a!/ I FINISHED FILM :L. 1 I � i� r t.,, r i :.alt L, I : �i El 1 � E , I � i! 'I I r 1 R i °I {------� S II � I 1 P I I I x I' STEEL h I 11 EL LINE ♦ � t 3 s Ih G I r I _ _ I t I I I I T , I'I �, •I I � E N i I , I I i i. i S I I I A 1 2' r t �r 1—I/2' , a II { 1 Ioil No 43547 L L I I1J I L I. I i i1 t L I I I ,I I• I t, I i 4 I i � I i I4' t is 1 S I F I h { _ iI I' � � r E E .Y � BUCK STEEL INC. I �I f .. .. 1 I { k I f I I 4 w L 2' , STATE F2 FWDTH cusroaJACKREL W4.. �II I� II� .,.. III It,fI, I,�I;,.:.IIJII_: � i,, .PiaI, :,''II I II; ', ,,�,,.. • i,Il, �I,.'I I !{4I I I ', )I I _;r..... o o I C,� JOB N0: . DATE: o REVISIONS "REVIEI_ . � / 1..R 1 1 1_,0.2? 143046 LOCATON: NA11 ,ti_•.1 •''� . ATLANTIC BEACH' FL.TYP O.H. DOOR RECESS ANCHOR BOLT z scA�.oRnnrc rwME ANCHOR BOLT DETALS NONE ._.. 3 DRAWING O- � - • DRAWN BY. CHECK ED BY: I:. I.. B R�chardT3mrth-at 4,33 I Y pm,Jan 22, f I I I + € PAGE 1.1 . s J R D RRM I I f'. I j e l i II I' I I t I 5 II Iilk �f I : I I I ,i ;, 1 l I I! 1 1 1 'Ii, : : : Ili: FRAME LINES: 2 3 4 - RIGID FRAME: BASIC COLUMN REACTIONS (k ) , 1i_;,, ----- Llve Wmd Leftl Wmd_RI htt Wmd_Left2 Wind_Ri ht2 s•: ,, I{,. i g , I. _,:1 1 L._: ... :�: A Frame Column Dead - 9 g , , Ii 1 �: E o¢ Vert Honz Ver -r onz Vert Hari Vert Hari Vert Honz Vert H r t I COLUMN LINE Line Line H I is - - -I..2 - - - - - r ,,,i ;,,1 . i 1 « 2.7 4-6 9.0 10.8 17.0 10.5 10.0 10.1 0.4 3.4 fl :- 2 E 1.1 _ ..«.. i :,.-. I., ..,. -...,:.,: 1 ,t I.L I - - 1 « 08 7.0 0.3 3.4 10.0 10.1 I.,,I I ,,. t; A 1.1 2.8 4-6 9.0 1.2 10.3 71 =I t, w , I 2 I , . > i 1 r:. I I ,: I , , 4 , -- - - Seismic-Right Seismic Lon ,, Ip ,,, I _ , -Seismic Left .il , e Column --Wind-Long 1 Wind-Lon 2 S _ -Seismic-Long I I Frame 9 9 1 d i V Horrz Vert ,I i :,< .,., , I , I , i ;: I -: Horrz Vert Hor¢ Vert Honz ert a,,. - 4 ,, I c Line Line Hol Ve t �_ LI L, + , 1� 1;,,. I , ,. ) 1 I ,I, , : - ;, I: I 1 6 0.1 0.1 0-1 0.1 0. 0.7 1,1;1 I 5,,, , 1 I , 1 ,. ,: 1 I,, : ,', I ( , `. 2 E 10.0 20.9 5.5 .4 ,. _l 1 i I_ , r « 1, 11 �: -5.6 -6.4 10.1 -20.9 -0.1 0.1 0.1 -0.1 -0.9 0.7 @C: jI..I g 1 I , S I I I I r I i 1 I n #k'' 1 , 2 Frame fines. 2 3 4 1�1{ s II , i I , 'u (: tl k { 1 1 ! '11 I fa 1 1; tI, i G. s ,:,i i, ,: , ..,`.'i �.:.., , : e, 1. :. ::'. i 1.1 7 ! w. I, L. -.i 1,.. _ , I , I ENDWALL COLUMN. BAsic coLUMN REACTIONS (k ) ,, „ , -1_: , I . , l. Wind Wind Wind Wlnd Seis Seis __,, , 1 1 s, I r , , 1 Wind Wind Wind Wind G i k i - , ( 1 I I ess Suct Lon 1 Lon 2 Left Right _. Left1 RI htl Left2 RI ht2 Pr ,. € Frm Col Dead Live 9 9 9 9 9 ,1 ,. ,, E9.i l IiC: ,:: .. I ,.1 - , Vert Vert I I Vert Vert Vert Vert Horz Horz Vert Vert Lme Line Vert Vert :v, :..-,. I I, I ,1 I 1:.:,: I.I.. ,.. - - ,,l ss ,,,. - ,, I ', _ _,- I i , , 1„ -1-5 -1.2 -1.5 -1-2 0.0 0-0 1-2 0.8 0.0 0.0 f i1:1 1 ! -r, C- 1 E 0.3 1-1 , I I, I - - - -3.0 -4.8 5.3 -4.5 -2.6 0.0 0.0 I 1 D 0.8 3.9 6.3 3.0 6.3 u,. J ,..::, I 1 ,. . ; r; 5 t i r E l , H - - - - - - .0 -4.0 0.0 0.0 I 9 ! : :: 1„ I 0.9 4.4 5-2 5.5 5.2 5.5 6.1 6.7 4 I „ I „ H 1 C I i , „s - - -3.3 -6.3 -4.8 5.3 -2.6 -4.5 D.0 0-0 { „, I 1 B 0.8 3.9 3-3 6.3 , U, , : I. �, I. _t, ,I, I:::.. .. , ,,., is. :. - - 0.0 0-0 0.8 1.2 0.0 0.0 kk I,i V 0.3 1-1 1.2 1.5 1-2 1.5 I „ f - - U I !,I - - - - o0 2 0.8 0.0 0.0 , 1 1.5 1.2 1.5 1.2 0-0 1 i ,,,, 1 ,,... ��, �.... :_..,. ,... .. , : I ..,.., ,rt.,..... 5 A 0.3 1. „ . .. "1 x .,,., , 9 -6.3 -3.3 -6.3 -3.3 -4.8 5.3 4.5 2-6 0.0 OA 1 1 i 1 ,, I : 4 L : _, I ( _ I L:, I , _ 5 B 0.8 3. ,,.1 - - - - -6.1 6.7 -4.0 -4.0 0.0 0.0 ,. , ;:, I , Ii I I , , , 1 ,,' ., I i ,, 4.4 5.5 5.2 5.5 5.2 ,, i r „L 1 , _ a 5 C 0.9 :... , �., :..I i.. 1. .. .. : r... :, ,. _. :4.: , 3 3.0 6.3 4.8 �.3 26 4-5 1 1 ,., ., : I _ 1 0.8 3.9 3.0 6. I _ , r , 5 D I : L . , ,I A , . _ - 0.0 0.0 _.r I „ I ,,, 0.0 0.8 1.2 I, & BASE PLATES 1.2 1.5 1.2 L5 0.0 ,:, .: _ i ', i I 1: , I .,. _, CTIONS ANCHOR BOLTS 0.3 1.1 1 RIGID FRAME. MAXIMUM REA 5 E C. 1 ;; a k- =i is 1 S. i ,, { :, i, ; ,'' i 1 , i Column Reaction s k O 3 Seis i- V Anc. Bolt Base_Plate in Grout - I -I. m Col Lood Hmax V Load Hmin _ I ,I (. , Fr , I I Firm Co[ Long L: ,_ I I : ,I In I a I t Dia Width Len th thick _u , I:,. Vmax ID N Vmm Q 9 ( ) ,i ! I Line Line ID H Y I I , Line Lme Vert v,, h, .,I p I _ - 1I 1 1 E 0.0 ,.'. . , * - -8.6 4 0.750 6.000 8.000 0.375 0.0 IIItt 2 E 2 7.3 5.4 4 5.8 1 D 0.0 III,! Iifl ] 1 5.7 11.7 6 -5.3 -10.9 1 C 0.0 1 �I ! .3 a - 6 3 -7.4 10.4 4 0.750 6.000 8.000 0.375 0.0 1 8 0.0 S;: { ; 2 A 5 5.8 8. + I I I:; ;, 1 5.7 11.7 7 5.4 17.8 c'+ , II' `'Ire ': Ii 5 A 0.0 ;. It. I i . I 1 h ,. ; i * e Ines. 2 3 4 5 1 4 I &i 2 Fram I '�:1 ,i I I s c -o: +I 5 D l i iF i ! _ ,. 1, is ' I 5 E 0.0 r i. li 1 :I�., I` ;7 II I' ¢1.PI I :.t f f „ L {; NOTES FOR REACTIONS ,, "I , ,, _I _ I, S , , CHOR BOLTS & BASE PLATE I ; (, o NDWALL COLUMN. MAXIMUM REACTIONS, AN , .I , : , s are examined and only maximum/minimum H or V and the E „a: 1 , 1 ! „ ? 1.All loading condition Y / ;,1 ,' V are reported. I 4 :; i corresponding H or p ,.r i ` I I 1, ., , 1 11 1 f_ ds are In I , _._;, are as shown In the sketch. Foundation loads Column Reactions k CC I I 2.Positive reactions ( ) w ax V Load Hm,n V Ana Bolt Base_Plate in Grout _ ,I , osite directions. Frm Col Load Hm I o PP _III � � , I. I_ I i 1 „ Width Len th Thick m I � I ,_ � _. V In Dla I 1 s I ;' ; ! _ ax ID H m Q ) 1 ,: ID H Vm 9 L,. ill n the lane of the brace w,th the H pointing away Lme Llne tY 3.Bracco reactions are p P 9 Y i 9 - - - wnward. , 1 „1 . i , ., - , rr' ! , I o-.,, Ion Is do 1 from the bracedl ba Th,. vertical react I Y _ o.o 1 I o0 o.z5o t11 .„ 1 r, , 0.8 4 5 3 .,,._ i 0.0 0.8 <: r I i , 8 - a 1 � I I ,, � 1 E l II F I , i 1 ,, I , ,,; , S n the foiowinc buldin data I 4. Bulldin reactions are bas.d o J 9 , I, s 0 0 1.4 Ir L: ? I - = 1 , 1 68.0 r1: l 1 , 1 , .. i ui Width ft s:1 I L _ 4 0.750 8.000 8.000 0.250 0.0 I I L _ 1 D 8 3.2 5.9 9 2.9 2.0 I 1 - 86.0 ,` ,c ! I , Len th ft I, 1 , l , 9 I s )) = 1 0.0 4.7 8 3.2 -5.9 I , i u , Eave Hel ht ft 26.0 26.0 1 ) 9 ) / i h i , ; I _ - - - 00 I ( _ 2.0 4 0.750 8.000 8.000 0.250 ,1 , I i Roof Sloe Rlse 12 1.0 1.0 1 C 10 4.0 5-3 9 3J 1 , 1 = 0 4.0 -5-3 Dead Load ( sf �0 1 0.0 5.4 1 1 :,I ! :,..r j ,t::: ,I r.... r1 :i .,..11. I � L..:. ,;1, I � \P ) _ e. -. 1 , Collateral Load sf 0-0 _ _ - 0.750 8-000 8.000 0.250 0.0 ., 1 i =I i I L:: , i is i 1 B 10 3.2 3-3 11 2.9 2.2 4 11 I = 0.0 _ i I i _, Roof Live Load sf ) 2 1 0 0 4.7 10 3.2 3.3 1, 1 I = 20 0 W REDUCTION f -. Frame Live Load�P sf / ,x , ,I:r. :._,: 1 -�I : :'.1 1 'I. ,r , r - , ; �., - 10 0.0 -0.8 10 0.0 -0.8 '4 0.750 8-000 8.000 0.250 0.0 , I , & Wind Speed (mph ) = 130.0 1 A 7 ,k 1 r. 3:. , 1 r.:: : = 0 (IBC 12 1 0.0 1.4 - I Wind Code FBC 1 ) 1 I _ - 0.8 4 0.750 8.000 8.000 0.250 0.0 ;1 li Exposure B 5 A 8 0.0 0.8 8 0.0 , I I, P _ ,, 1 Closed 0 en Partial - C 1 0.0 1.4 , a ,,I r', I a :: I ,i / P r - 1.00 _ _ C I r 1 Im ortonce Wmd - 2 6 4 0.750 8.000 8.000 0.250 0.0 11 ;,1 I P 5 B 8 3.2 3-3 9 2.9 ! ll I I 1 Im ortance Seismic - 1.00 i , „ ' t P _ 1 0.0 4.7 8 3.2 -3.3 h ; i I i Seismic Zone - B I i 1' I - - - 0.750 8.000 8.000 0.375 0.0 „, `i ,, 1 , : VSs = 0.18 5 C 8 4.0 5.3 11 3.7 18.7 4 r I { I Seismic Coeff (Fa ) . 4.0 14.5 I 'I I'I. r=: II 12 1 1 , I ,, I I , I ; , I I 1 L : - - 0.750 8.000 8.000 0.375 0.0 �:,; ;,, d ( 5 D 13 3.2 18.1 11 2.9 15.0 4 , ,.I I 1:.11 : I 5.Loading conditions are. , I 9 14 -2.9 16.0 13 3.2 18.1 , , I 1 J - 1 DeadtCollaterai+Live 0.8 4 0.750 8-000 8.000 0-250 0.0 �it , 1, I: 1 1 , 5 E 10 0.0 0.8 10 OA I �,.,.:I ',I L.I. ,:. I , „ ; ,:5 I , 1 { I ., I I, e-0.45WInd Lon 1 I L; I I. 1 2 Dead+Collateral+OJ5Lli g .i , _ P.,, - 1 0.0 1.4 I ii I f. i k 5W d Lon 2 : a. Collateral+0.75L1ie 0.4 in _ 1 _; ry 3 Dead+ 9 - 1 I 0 ead+0.6Wind Leftt , 1 I I 4 6D L i 11 11�I Richard T. Smith : _, L 1 r 1 ,,1 _ I 6Wmd Po htl 1 _ I i 3 5 0.6DeadtO. - 9 j, , I ,., 1 t. :' ,.I 1 _.L. .. ,:. 1 ;,, CTIONS 1 I BUILDING BRACING REA , 6 O.6Dead+0.6Wind_Lon 1 , 1 I f :: li '.' : ,:: ,,,,, '.': 9 Ph 706 888-4874 I o-, 1- 1 _.f:. :. „ , ..is I', ,:... - 1 „ PE#43541 :I ,:.. 7 O.6Dead+O. 6Wmd Lon 2 I t a e Shea ,, g Reactions k P n I_ { Left2+0.6Wmd_Suctlon ( ) , 8 O.6Dead+O.6Wind_ , bl , :,, I - Rd 281 I ,, I 1 1. ,: 1 _, Ib ft 510 Lee "I I, ,; ! Wall Col -Wind Seismic <,i, 1,•_. _.,.s 1 I i ;?1 9 O.6Dead+O.6Wind_Pres-,ure+O.6Wind_Lon 1 -( / )- 1 , 1.i ii Vet Wlnd Seis - I I 6Wmd Ri ht2+0.6W,nd_Suchon L oc Line Line Harz Vet Horz Salem AL 36874 __ , „ ad�0-6Wmd Pressure+0.6Wind_Lon 2 7r 1 ., 111�, li b , - - I I !, 1 11 O.6De 9 1 I ,, I.r, 12 Dead+O-6Wmd-Suction FD-6Wind_Longl L EW 1 D C 3.1 4.3 0.2 0.3 I , Is ! , a 1 I i._ . _I, _ ,, " 13 0.6Dead+0.6Wmd_Suction+0.6WInd_Long2 F_SW A 2.3 9.9 11.0 0.6 0.6 llilftll/, d Pressurf,+0.6Wind-Lon 1 1 14 Dead+O-6Win _ 9 4 5 9.9 11.5 0.6 0.6 € i 2 0.3 R .tj1 I , I I, 1 R_EW 5 C.D 19.3 26.4 0 0 P S J �i J q� s r I , f; , , B SW E Torsional Bracing Used *, / + i, - 9 G o N N I N •. T o G I -:1 HOR BOLT SUMMP,RY S I i I IIs I 11 ANC Q`. F .ti o s li M r ) o f 'i 1 i 4 3 O 'I i I' I: I 1 I 1 , , € I G II No 43547 I LI € I i I Pro ection 1 ! D is I '1 I J I ,.1 f I' rll� Ip, i ` • I 11 m 1 1 u 1 : 1 Qt Locate n T c (m) 1 Y ( ) YP 1 (€ / j (:.: I ! t 1 i, 1 li e v 11 t 1,I`' I i l I I' I : I l !' h I: i { 307 1.5 0 I € 5 8" A J b I 16 am I I � / i, I CK STEEL, INC.1 BU 1 I , I' i I� I • ,'I 1 , I , I I' ; r A307 1.50 •" .. �' , 40 Endwall 3/4� .. I Li 2 Frame 3 4 A307 2.50 STATE O F 41 r'. I :1 , 1 II, I {" 4 / 1 t.:; {' I i ., ':' '' jI I iiI; .' II t' ,_, CUSTOMER: i I \`' P. I 111 �; I , I 1 I JACKREL ' < O . e :I I d i ,, ' � •. aR e II i `' :'r.' { :. r is 1 ,. :I ., i tl :.i , - DATE: ! •....... I . ) 1 I _.,;.'I t '1 1 ! I 1 ..I, JOB N0. J S 0 1 I,, ? `: ,., I , '. : '; _ ; , ,.I a:. ,': �,\ I _I. is 8, ! S 1, I1. I .: , , f E , .) i , [ 1 - ONS J 1 E G . L ;,, , REVISI 1 22 14 J O " 1 11 I ;:.,Irl +. < '. l L' I ;', F €;'r I. , i , i , 3046 !t N A e� t �i 1 1 I,. , t ti 1 ,,i I, „,1 , i f 3 tocAnoN. ld1 Ilt I I I I I I [,, d l 1, II ,'.I 1:.,. , i _,I 1 I EACH FL. - , ATLANTIC B y I .,r il _ I I, 1 ., I i 1 I'i - L , ,. ,.. i, ) ,� � ., :, 1,;ii :: :.1 , 1 '_. .. I: � - ''a � DRAWING NAME SCALE 1 1 REVIEWED I 11 , : :, kk, I_ a NONE L, NCHOR BOLT REACTIONS l . I A r1 = 33 m Jan 2Z.2014 :'; g P 1 : c Eci ED Br. 8y Richard T Smith at 4. A , , ! i ; I:: I...,. I , I. ,. , 3 DRAWING NO. DRAWN BY. H : I 1 �; , , ;13 [ 7 ii I I. J D RRM €I 1 1 I l a , ' 111 I € 1 PAGE 1.2 R I I (,: 1, L ,ilk I' tl ,::' i; i f II K- I I :I 1 I i 1 'r 1 i :.I I .:. I" 1I 1 ! I c I: . : 1 /� I. I , , ' i - - 1, I _ ' 111 I CI SPECIAL BOLTS ROOF PLAN DOWNSPOUT LOCATIONS I I o ID QUAN TYPE DIA LENGTH WASH 1 4 A307 12 1 :. - ; "iii, : I t �:= I I , I I i I 4•, I .I I I 1 I 2 2 A325 1/2" 1 1/4" 2 ' 1 .I• � Ind I I; I I' 0 2" 1' 0 , 3 4 A3 7 1 I I , V6: r ati' II , I I 8E'-0"OUT—TO—OUT OF STEEL MEMBER TABLE I 'I I I' I �I I 1 I,r!!II,I`• ,:.;ri,ri," I IIIIIli �II{i ,I,',I,L. liIII,{'.I ',,YiLiI:D;r'':::,:.`:':..f,IIILI rIeI!IlIIIIIrII�, ''1,1IllrI.:'.,.';.,„:'1.. I III11I : ,I . II E 0 0 _ �3 2 1' o ” ROOF EO-F2 PLAN 2 MARK P AE RST1 4©1 LENGTH H 22 20 I -0 22 P-1 8x25Z1621'-0" 22---1-1--172" 24; 11 1/2 " P-2 8x25Z1624 -11 1/2"IP-3 8x25Z14 E-1 8ES1401 20'-1 1/2, 21 1 2, E-1 -10 -8" E_1 CB 1/4 CBL ' 29'-9" CB-11 1/4 CBL 29'-9" CB-12 516 CBL P-1 TYP P-2 TVP P-21 CB-13 3 8 CBL 25'— : III IIIIIIIiI l I I: ! rI zx a CB '— 861" P-1 TYP -6z CB-14 14 CBL24' CB-15 1/4 CBL 25'-1 a 1 X -16 14 C 28'-9' �ceCB-17 5/16 CB1- 28'-9" CB-18 3 25 — I III IIII 4��h�•�(�I1�ktatto�15�Ia��rta�t��n1 r4'Jt..;,,^c;•,,I,.,1�IyI�€IIfE,,I,I IltIrIs .-.........,'I,rr,,I,,.'....•,<.„,:..{yi!'r`k,s€F;s=,;rr,•`;. ;,_.:':,..,.,.,.''st•Yt"k&6�rr`atr'Gti,Irt-bE.°CIIIr.?u„`S:uF; ::%[+,a-.;!'`•,l'p'(..Ir>:',, IIII'IIiIiIIiIIIiII ��ILIIIII1 •I.., -':: Ia�,I;i{III,I1II1+S I1IIIIIi .,i1i1IiI,1III11IIIIIiIIiI!IIIIiI[fIIIf IIII1I1IIIIIIIIII1IIIIIIIIII1III III'I'IIIIIIIIiIIIIIIIIIIIIII1I!I1IIIIr IIIII1I,IIIIIIIIII•:,,:':,I,yIIIIIIIIIIIIiliI .1IiIIIIIIIIIIIIIIiIIhIIIIIIIII '•,.'_.,'i"'..,I iIIIIIIIIIIIIIIII1IIIIIIIIIIIII 1IIIII11II1I1IIEIIlI1I{III IIIIIII,III1IIIIIIIIIIIIIiI,L,III ,: ..,i1,LrLIILIIL(Ii 'fII!rIIIIf1II:IIt''II .Il1�'I,,•�y;. 1ISiIItI I II NrII,qk@I{61JIII�c�Ir4Ish��I��IP�g� , ",III �tti{i#f�`t4iciiEI3!1ctfI`tI,tII<: . , •+, IIII,IIIIIwII1i1IIIIc1IIIEICLIII1IIIL t ,it9,,f1II,I ...w:_•a.i'{r+s.IiIr.lIti„. `I',. 1IIIIIIIiIII IIIiII,iIII(IfIfIiI,iIII!IIIi II' .,iIIIIII,::LLIIII I1I.IiIII:l. ,. .I 't..rL ilIjIIIIi+iIiI{i}!iII -:•l�11+t13riE_E33iV,I.. ?I1I1{�II1II1IIIIIII�I1,III�I 11IIIIIIIIIIhIIIIiIII1 ' ,1IIIIlIII1IIIIIIII(III1IIII II :.-;.I:!IIIIII11,IIIIII rr1Ioii}rf,'IYaIII'p,F,II'i'IIf;1k, ..I iLrI,1IIrIIII .,= IG(IiIiI�I�IiiIIIIIIIIIIIItG I {1II1IIIIIIIIIIIIIIII!III,ItIII ,'Ih,I,ij1!„IIIis�r'(IIIIIII .f, 'II!IIIIIIIIIIIIIIIIIIIIIII ,,,IIt...,.,':. III1IIIIIII;IIIIIIIIIIII .Ia,iI,1IIIj6,tII _jiIiiIIIiiIiIiiI1IIIiIII;I >III I1IIi,!1{IIIII1IIIIII,III .. , 6_-i i,1iir1,IIISIIiiIILitr1i,l!iIII ,...,: fiM1I. w�7�wwUQ��Nt01 t z � G0 c6 �2 c7e P-2 TYP [i 7 0G'�0e G0B U1 C K S OaT IE� E 1 Gc Lo 8 IN C TE: RY,EmomVw Ii.s 4IT8\ W•f A I 1 G♦EtCJ5.J� '1D _B V fiJ : , 1 L ICB-19 1 ,l {R�.ii• .l21♦N .t1 4 1. t ,1O'3 8 CBL 0o � TYPP-1s ITVP TYP ,t �o USE 4 1 2” A325 BOLTS W/ WASHERS I 1I z2 3P-3 Tit d' Richard TSmith I Pnaos ssaasF p �/•>� �aPE#43541 510 Lee A 281 E—tE-2 AL; 36p #E E_2 Salem 1 , t t VI 4PURL N _ LAP D T 0 0 G it it F00F FRAM NG PLAN N o43547 STATE OF CUSTOMER: JACKREL O R DA qJOB N NA1 a 3 1/22/14 REVISIONS 046 LOCATION: NTICBEACH DRAWING NAMEI [z7 E ROOF FRAMING LAYOUT NONE Richard T Smith at 433 Jam h 2 wo2,c rti 2,0� 1 .4 CHKBY:BY' NO.I RRMPAGE2 :.._; I :. IIIIIII LIIIIIIIIIIIIIIIIIIIIIIIIIIIiI I r tl% I' I I r i , r : r yy ,- I 1 ' I I sl MEMBER TABLE I I I -I I Web De th Web PLATE Outside Flange Inside Flange THICK Len th W x Thk x Len th W x Range x Len th •, I SPLICE BOLT TABLE MARK Stort/End i,', r t ' :.I 1 11:II,. I. 10'-7 73 16" 6 x 1 4" x 20"-0" 6 x 1/4" x 20'-0" I i� :II II., q: RFI-1 7.5 79.6 0.188 / / :. I Qt I .:;I 1 ',. !, , I;. a,,; L: ! y ._11" 6 x 1 4" x 5'-4" 6 x 1/4" x 2'-6 11/16" t f # MARK To Bot Int TYPE DIA Length 19.6/33.0 0.188 t4 / 1.I1..1 I .; 1 , :,:7 is " " 6 x 1/4" x 3'-5 3/8" : I •, , .,:r> 1 ,.;, _,. , ,:. ., ,:.,< .... I ,_.I ,. I j.o. _, .., - 2 A325 7 8 / - 2 ,I ,I, I. 1 -J. , r fi 1 4 x 5 0 1 4 6 x 1 4 x 5 3 1 k. ,. I,. , �., . .I :.t L, .,: ::.I SP 1 4 4 / " " Ft-2 33.0 25.0 0.788 5 9 x / / / / ' :,a,,: ,: L. .., ,t::. ..., .. ,:I I ,: , i 1 I — 0 A325 5 8 2 { ^,:; I"�' I L. - I q.:a, I i.::.i r • :-.t : :;::, #+,. 25.0 11.0 0.135 10 0 6 x 5/16 x 20-0 6 x 5/16 x 10'—O 13/16 , I u ,.I,, , I @' <.,..: r. :�. , I ,,. I I, I ,:. :;, , ,.. 1 ::.. ,,.,. I' '' :. II ! '— 6" x 1'-0" 6 x 5 16" x 10'—fi" -: , 1 11.0 7.7 0.135 14 0 6 x 5/1 / I "' / 1 ,I: 1 _I , s" '-:. �< r, - r •1 • - r: _.:.. I ,. - 1 ?.. BASE PLATE.TABLE 7 7.5 0.135 1—0 6 x 1 4 x 4 6 6 x t/4 z 4 5 3/ 11 i .. , _ " I' ,,. ! :...: . I t i:' € L COL PLATE SIZE RF1 3 7.5 1.7 0.135 I'-0" 6 x 1/4 x 4 6 6 x 1 4 x 4 5 3/ : �., ,.,:; ! 1 ,.• ...,,,- E s: 1:11 9 #:. s I I / I^,: 1.. ;,,, 1 !. I':.. '-0" 6 x 3 8 x 10-6 I , : :. ,. r , : .:. , I L-: ' Width THICK Length ,.. �:, ,.. 1 I,.., , ,, r','� , .. ::. ,.; t ".. I -. I. f. ': MARK 7.7/71.0 0.735 14'-0" 6 x 5/76" x 1 / I v . ,.,. , , III : I.. , :: , r L. .-.,, . .,1,. ,, 1 r'. .9. .. '.,1 1.: r L., r: : I " " " " 1U'-6 13 16" ,:r.. ,a:. f �:r,, , :,.., o s , , 1....: ,, 5 10—0 6 x 5 16 x 20 0 6 x 3/8 x / ,: # , r s• L:. I I: I, 3 8 8 11.0/25.0 Q. / I•, y : I BP-1 6 Il-., II - I , i.; iis r, ,:. ,, `k 1:. I : 0 0.188 5-9 6 x 1 4x 5-0 1/4 6 x 1/4 x 5 3 1/2 ,; r I :,1:. I ., ,;. it 1 ,9. , E , I , 25.0/33. / " I ., , : 1.. 1 I,. , :{:.. ,; r ,, , 1; , i..: is _ — 1 6 x 1 4 x 3 5 3 8 6 x 1/4 x 2 1 / i I I. �, e v' 1' - 1 ':' 1.. , RFl 4 33.0/19.6 0.188 14 1 / " / s ,. , i ;I. , L.:. ,I. .,I a i', _ 4 x 20-0 I :,., ... .. .,I,:. , r :t 1 ,: ,. 1-: Sides- 9.6 7.5 0.188 10-7 13 16 6 x 1 4 x 5 4 6 x t/ i l p FLANGE BRACES_ (1) One Side. (2) Two 1 / / / . r ; I 11 {. ,( I 1 !? d1 I III 1 i 6 1 _ 6 x 1 4" x 20'-0• ? 1!I, I I 1 I FBxxA(1): xx—length(in) . < 1 I A - 2x2x14AN ss I t Y 11 I { 11, 1, 11 U I ' I, I,I r I I !'.. : D/F CAP 1 r:#( ,I r ( III I' 1. ;,. p # l '':1 ti' 4 :7! : I r L , G 6 I I� i I ;: c II r 1 i -I�81-1 , - ;'rt i r i' 1 II 1'. :I, 1 _"# 34—1"s e —1^ 8 11/11/16"II j 1 1 , 34' :"k # A 1-- ; P: I, 1 , I , - I K , 4" I I r: ' -1 I _ E M I; U 1 '1i !s L V f A I` I L I I A I I � � 7 I i I 3 I K I � r e . § I's; I 4•- I 1 P 8 A. 3 I ,' , G 4" i I ;:I `I I 2 E I 4" I I , ,, ; 1; .I i> ,1 r :.I , [,,I,, 1 , i, I ,...i ,I 7 ® 4'_8 3 Y'. 1, k 'I g I I 1" 1' 1'. I �. n' 1 ,,' I. X: I I I 4: i 2 �,11 11 1 .. €S k :a , f.r. I , I', 1s. 1" s t .� I 1 ,. I Q F ,il! , `" I8270A 1) B270A(1 I , I I s:,I. ' I.'':.; i' 1 ' �I; I � 11 I I I :ly I 1 'I I : F ) I 12 FB " ! I 28 DA I 1 .I - f{ I. i 1 1 ) I•„' i I r I ! SOA ) — 2 — °°+ F63 �( 15 i „” i 1 2; 1 I% 4' i I i I ( I is I ,! I - ,, i , , is Al - - — I FB315 O — Q FB410A `I —— — — 2) +s V 1 I I. i r —— , s, Q 2 — — , i , FF7. — — N — , I 1 — — 1 I — — 1 A ,. �� , I ? — f 1 6 1 , 1, i r • ui k ' t tl P I i ^ I 'I 7 I I'. I i : � f: I 'IL { I I I I is I" I i s ,. n I > I , I f1 & 1 I RF1- II i 3 i ( -2 m I I ; — 7! 11 1 1 I I• 'I F x I s R s 1= I. i k+ i I { I::. I I r.' I 1 1 t 1 I ID t 1 ; ( I rn I I I ' ! I I I' 4 F I b €' a 1 e LI r..I I II , i'. , Y i'. ! 11 I i I 11 I 1 I I I II; i fI 1 I ql 1 <, j: I I , I` , 1 I r I ( !I 1 I; i k' i 1 I i i i I I i� 1 I 1 i , I : ,1 , I I I I r' I' L I I i I, 1 �: I Y I I I E I 1 1 I 9 1.. i f 1 1 I I 1 4 f o , I I r : I I i 1 I E I'I E I I 1 I 11 1 I; • I i =•I I g Ii i i4 , s r II I 1 { o I lot a f 1. .. :. .: I' i I I ' I I , t ;. , Iii 1 II I ` 1 ': 1 I _ I f I: I I , I,.i I, ,}:.. {. I. •L,. ;.' I is I W x 1 ii I —1 1; j I ,. 1.' {.:P. I' 1 i .I U L0 r I f': , I: r I: is f' <1.1 r z o +I' I 1 `I,' ,j i , 1 fi. 1 ¢'. i r f° i PI I I Q I I 1 I _ I M I � i I I I 11 I , a 1 1' �� I I 1 - tl t I E ^I` 1 :1I , I': 1 �W , I: � N t i k..;. 1 I 1 I cD i � pp NU kl I I '{: W J7 1^ 1 U I. N I I Vii' I I � I I I I �Z m' o ,f . i ii- i I � 1II ;c 1 1 I' I ill I I „ I I',, I ( I I I I ", I 1 - � 1 4 m� r I t11: : I - I' :,s. i I I J i ' ..i} , ,., i I ,7.. t E [ i1.".. ��.:1.. F ,.1 < I 1 I. I I _ W NU ; 11 ,;- 1 s: s ! 1 e: I:,p 1 .:" d1 L'. .. i ,;I,_. , r r 1 '. ,.. ." rD I I NU I I I . 1 :: f: 11, ,'',.. a y1, I:. ,I:. , I o ,:i r I ` € 1 { E I I 4 ) I } I i I I ; I 1 1 v I' I E s I • I I< #g 1 1 Y I'; I I 1;. 4Y Iii: , I. L I I= I I 1 I 1 i , , i , I I � 1 I x -1E 1: ; I i: I` I I 1 ,_ 1 s I ;; 1 I �; II t', 1 1 I r 1::. I .I I I i 1 r I it � lil 1 I i y I 1 I I I I I $;. S! I I f ' r 1 1 i I I :al' 1: j ,7 S I I, 11 S I I I '.i'; I I 1:-: 1 3 i, a f 1 1 I 1 ^I I t I I I I , II l f. 'I 'I j�il 1 1 .I Si 1 I... 1 q a I, �# I I i' f �, I I Smith Richard T. Smf I I I I Rica d I. -' 11 I,; I I I i I 1" r:t i I, L t> , .. , I ; 1'. I; I I I SPECIALBOLTS O ID QUAN TYPE DIA LENGTH WASH `� I I I II 1 I I 4 I. j I •:! II I , HD 2 4 A307 1 2 1 1 I I IIS I III I azst••,,,I •• I`-Lt�1I,4n:b:s};,,lI1IIlI I IiiI III(I l�i IIIII ," IrII '.;', II:• l k"rIi+I1 ,LIII I I1. II �pp IL,kt : IIrIIII IIII _ :=,,I'- I i°•iII 2 3 4 � WALL GIRT HEAD TRIM,-. I , JD MD JE—M2KB ER TP8AAXBR2LTC E FRAME LINEA H &1 6 E L7 E' N 4G T" H MAR8 2CH7 -4 86— 'OUT—TO—OUT OF STEEL DJ— 8X35C 16 13 -4' DJ-4 8X35C16 19'-4-" —0 — „ I — —40 „ 22'-0" — 8X35C 16 1921 2DJ-6 8X35C12 191 10 DH— I I ,I -o . 1 8X35C 16 DH-2 8X35C 16 12'-1 —3 —11� G 1/ ' 2 G-4 8x25Z 16 25'-11 1/2" G-5 8x25Z16 3'-7 /2G-4 —4 G-3I _3 Gc G— II ,F J•aIIz, t,:',AF,iI,I,,' ' dI I I r,i II L1if, 1 —I) 6 8x25Z1 4 22' 111 1 2" FIN. FLG-7 8x25Z16 8 7 1/2' 2' G-4 G-4 G-8 Sx25Z16 9 -7 G-3 G98x25714 9'-7 2" —10G 8x25Z16 25' 1 2" /2"it G 1 18x25 164'-3 G G-3EG-4 4G-3 5714 25'— Yw'r.'.4� -,.,'_�I,.:.'t:,.I,I Ik IiIi(,, .',,_,, ''I I ILI, ,,',' II I 3,'iEai.;,.is:.,',1f( Ii IY,,,, ,;,:,n,LI,„,....I,. II,,I ., ,a l . ,I.,., IIL:,,.•:,,:. EI I IlIi; I JJ1�. lo — 11 1 1/2” 2" G 12 8x2 11 1 2 2" FIELDFIELD G-13 8x25Z168'-7 1 G-14 8x25716LOCATER DR. MFGR. LOCATE 2, —15G 8x25Z 14 22, C-16 8x25716 1 2FIELD LOCATED 3 x 7 F.0.I 7 1 2 CBL 33'— I II CB 7 I. FIELD CUT AND WORK GIRTS,_4 F7_4 EG CB _ RF1-4 RF1 R —8" PANELS AND TRIM AS REQUIRED. GB 1/2 GBL 31' 1 2 Cl 32 -6— " , •,,��1Y�1a1s>a+�as��oy3I..bI:tt,,_`.t•,1:,,,".,'•,I.>�,I�i�I3I,IttI�I�II{{S;h1IIIIa�sIi,s ,t.•,` II ,.,".'..,'•.:,ifIIh�;r,,II.,,, .•. .i.,,,. lIIIIiIIIIIIIIIIIIIIII '>1IIIIIIIIIIIIi _,:„a.=I{7113gIi1IIiI,i#asff1Ifirt9?11I;Lrr;3Si. . II(II1IIIiII,IIIII { ,,..,II,IIIIIIIIIhIIIIIIiIIIILIJ:IIII ..1IIIIIIIIIIII,III,,IIIIII IIIIII,IIIIIIIIIrIr,I IbIIIIIIIIIIIIII ..,•.,::''.IIIIIIIIII I IIIIII tI, I„III„IIIIIIIIIIIIIIIII I III II I',IIIIII, 1Ij IIt�I6"kGIN,I!IIIr��III I1+,,LILI.II, III IIiiIIIIIIiIIIII II IIE•!,,k'r,�iiI,, ,IIr4iIIIIItI},IIIiI�(fr�I1,IIII `.'';:r.s,;;;>;„•`,,.1 ItII,IIi�-,.a lIIlI�1II)IIIIIIIIIIIII !IIIIII :I�IIIIIIIIIIIIIIjLl'II'I,,I I.,. IIIIIIIIIIIIIII IIIIIIII,IIII .`.I,iIIIIII I �II ”` i IIIIIII,II[IIiIIIIIIIII ,!I �mv I —4G I 6 �]- 2 1 - 3 t 1 i.3 /4 ' <r o-1E_'-5M 1 o 7 TTCI3 'I i 4 'G 0 E”L t0Do 3 Ii1 I 11 3/N0 4 7 o A o 9P, REFER TO DETAIL PAGES FOR APPLICABLE FIELD LOCATE FIELD LOCATE TRIM DETAILS, FIELD LOCATE ; tGIRT '-it -3/4' LAPS SIDEWALL FRAMING: FRAME LINE A 5 P#A-_--Ns Hw.S >E r,. A♦ ZDloxl 86'-0"OUT—TO—OUT OF STEEL SCREW 2 —0" 21'-0" 22' 22' SUB---'-EQ JAMB r•� rB #10X1 PANHEAD SCREW \`r G.r.F�••SHd i<Fy�d l/-PIL❑�1 d 3c4O 17 tE1i 1iN 1Tll1. a> 1.._ dP \•.Jr s.•• !A /•• MTC B FRAM. � S .� �E 1 r LIc G-3 G-10 1 G-75 @ 12' D.C.J D L8 DH-2 DH-2 G-14 G_16 tv G 6 — WALL GIRT HD G 7DH— % 16G_77 2X4X16 SHEETING ANGLE— G _5G FI ❑ MATCHI ELD❑CUTT 1XPAN <TYPJ < EACH END & 12 D.C.)CK— DOOR FRAME HEADERC RFI1-1 ECRFI—iEC-5 RFl LOCATE FIELD LOCATE LOCATE FlD♦o o N r)10_0 7_o 12_0 12-0 7—O 7-0 12_0 Richard T. Smith GIRT 7PE#43541Ph-706-888-4874 No 4354 LAPS 11 1/1 1-11 3/4 d 281510 Lee R SIDEWALL FRAMING. FRAME LINE E Salem AL, 36874BUCK STEEL, INC. , E OFSTAT CUSTOMER: JACKREL I JOB N0: , REVISIONS 1/22/14 3046 It LOCATION:A. LOOSE BOLT ON CLIPS ATLANTIC BEACH, FL. _KALE.DRAWING NMEr I , G-3 ]RDU J: C JEDPR0V DED FOR FUTURE DOOR OPENING. SIDEWALL FRAMING LAYOUT NONE REVEWs ,'•.' / :�:::��v6r• . ..=�— , : IIII�'IIIIIII'IIII DRAWN BY. CHECKED 8Y. I [a] Dtuwwc No. By Rrchard:T Snuih at 4:33 pm,Jan 22,2014 f h PAGE 3 JRD RRM litI 1' I I I t i i i I I 9 t I I I I is ] I li 1 I I I i I � I I t , tf ; : `. 4 I II I I BOLT TABLE 3 p h11 'I 1 i r II I FRAME LINE 1 .& 5 6 I�r, 1„ 4,, , I 1, l C TION QUAN TYPE DIA LENGTH x, ;r IIq, L, # LO A a :, I, I ER 1 ER 2 3 A325 5 8" 2 I t :! of : 3;.- t.. 1 ., ,I r III ,, { ; �,,. : 1:1•A; ' 'r Pr:' ' ,�'..f•, LII I „ _ I 1. I1. .I, , h I t, IE . , I :. I ,., „ 1 : -: ER 3 ER 4 3 A325 5/8 2 , II rl ., ,kl, " , , { , , I t ( I , .. I . , 2 A325 5 8 2" ,, 9 II I . Columns Raf L ` 1 r € r I , ,, r , ,, , is i ' , { Ir ,Irtl• ii , l ` „ v .. . ,r „t.l .., I , ,.,..,I II ,r„_ I r :._, 1,! ° 1 .� , • I,..I ,.L,,, ,.€ :,,, , , I i , i 'lli i; I c' I MEMBER TABLE 7 L 1' I f I 1'. 1 It pp I 1 ' 4 I I' I I+1 �. kI I+ 5 I E 1 & II I { I •I FRAME E LIN r I I ,,•: 1 ^k •) I 1 1 `I a' , l I' 1 f 1 ' I I ' r IHI 1 1 I (' I el � I I 1 1: :, ' I , ' L I ''': — STEEL LENGT H I I! s8 0 our ro our of MARK PART .I, r,: I, ,..•. r I , S: u. y I,.,' ;, ulr:, ,..c I �. I : , , . �g al I L; , p to, ,. 1 I — C14 24 —4 15 16 i, ` t, EC 1 8X7D I I ,, I r, ,.,, I: . . » B A — —5 15 16 ” '.1 ,, I, r c EC 2 B8X 1 1.9 25 / I , I D » k I i li r,. , , I E I 1 r . I. - - I,I I » 3.6 27 1 15 16 u:,l l I ._ ,1: {{ » » — —o EC 3 B8X1 / » I ,. , , r 20 0 ' I: I l , _ - — zo—o _ _ 6 , 1 „ f r. , J, t 0 13 0 .I ,, :I EC 4 B8X11.9 25 5 15/1 ,, 1 1 r <. 1 I , I ,,ar ;, I , , r 1 , I _ - 6 „I. J I , I n EC 5 8X7DC14 24 4 15/1 { ;:i" :'i I tr;) , ,' .f I I ', , :I-. ... '. ,d I.',.,..J .I°. b. I I,'' i ' , ''. 11 I ( - 6 r , , , ' I, .r, ,:l I ' I ,r I , I , r , , , , I I I I` ' B EC 6 8X7DC14 24 4 15/1 ;, I Q » » h. , . 1 — _ , ,, L — 2x4x 1 ER 2 B 1 — 6 k Ir -r.1.. „I ,:, , , _1 6 N — — 6AN L� 7 B8X11.9 25 5 15 1 i ,, 4 ( Q1 ER 2x4x1 — EC / » r,, , p 1 — — C t2 I 12 _ I, t•, , I; EC 8 B8X 13.6 27 1 15/ i ,; i ; , , " ;, ; 3` ! I. . a. f ! I - 8X11.9 25 -5 15 16 I{ .ra:;; i EC 9 B I., , .... - ,., '` I ,, r :I r.,, t,y '.:, k " i 1 , .I I. N •— I ,: r, , , S J „ — 34 1 3 16 , s , f I , r I I ER 1 10X35C 12 / t nsr.l ,.. I _ G 1 ,r y, . , ll -1 _ - - 16 I ,: -. l c 2 OX35C 12 34 1 3 r { ;h.- ,1, u:r I, �.�, j , I; r' 1 .. Ii,.., 't" '.1: , 'J ,- 1 G-1 I I ER 3 10X35C12 34 ,I 1, , 1 a # I r / I ti I -1 3/1 6" . r I f 10X35C12 34' ° L I c ER-4 , , 1 Mi. t ; 1 i, s 1 I ji, , I �� , 3 — , , I s h` G 1 8x25Z16 1 „ I, , I I il� c—t I ;, I n I —z 2" , 1 c 3 1 i" ' 9' I rl. .al u I I: 5212 1 1: ', I 1 c-z G-2 8x2 I / , i i c —1 I 1 0 1 , ' 1 I, 1, i I 11, (LI I I h Z _ — 24' 6" I 4 CBL ,, III 1 1 1 , , ,: I : s ,i I Q CB ' I. �. / ti r,. Z k I I k e III I ' I, i 1. N B-2 1 4 CBL 24' 1" Ii f, I" ( .y I� C / t I? I i I , I 1 I x , ` f ,r ' a , 1 I'':1 7 i -, : SII M I , ;: 31 ,. . , I' � h , , , J, I: ;,N , i I 1 I — 23'-3" 1 k is l 1 x c X CB 3 1/4 CBL rr M _ _ c-1 1 . i , , 11 I x c-1 G z - BL 24 5 ,`, 1, li CB 4 1 2 C f , I k / II ,, , u I D5 - 23 -3 I CB 5 1 2 CBL , / 7i' i ('': s I I D5 '� 1 '.i is r'' c G-1 ` 11 I i i — ,i. l I 1' 8 I e: I - 1 :I I 'I' 2 CBL 24' I c—t e CB 6 1 k. I ,. i I Io c I= , 1 I I 1 I +I s 1 I' i I 3 ,.J 1 III. I 1. i i'•. I I ,, 11 I 1 ! It r I' ! a I I S I ' I: I 1 I (. I !I J i. , „ d , ,I I 1 1 I ; r , I, : oI E4 ,1 € , I I ; n - - — k I --- - - - - - -- - - IIE s t r ,.. ,I ( '1 1 I I . I _ ;' I EC-4 EC 5 itI I. C 3 t ., R I ,,'. j'... , E ` , ; 1 1 ; „ , sl II }c` I' '1 I Ir., I'' , 1 ! :1 EC-1 EC-2 r S f c I' 1t- I I I, , . i ` 1 , 1 1 I !� k` li I• ( .I' I r I I 1 it is I 1 I I i ' I , ! I :, �., I :, FRAMING- FRAME LINE I I I Ij , ENDWALL FRAM i` I I 11 I 3 1 f 11 Il . I k I' 9 1. '$ ,, : 'I I , ..;'I. Y,• 1, ;I h I I, II + I i'1 {i L 1 I'L ( IIx I, I �; I i , I .1,, 1, r ,I' I'll I e + I J ,I ' I E: 1 I I III } 1 , I:; , I:, •1 ' » F STEEL ;, I II < ' :' ;{{r 68 0 OUT—TO—OUT 0 l,ll r , ' 1 �, { II J E i' i D I Is C r ss J r' A B I r' i: I 1 l i I , I.: I t 3' '° ,'I, — 20'-0" 20'-0" r ; (' t'-0» 73' 0» I 1' k I' I L I I kl i , I I'. s I I r ' .,!,. „, 11 I I ..j 4 L i I ,:i'. t , y. ,I. I :1, I I , ,r I , 11." d I ISI B 'IF f ','. I' 6• R I E - ,, I ' ! — 4 e 1»� I Q , , , 1 i1 Q1» ER-3 2x4x16AN ! — 2x4x16AN C #,,' I' 11 { I I — — 12 I,11. { Ir;. ,r : , t + , ,.I, , I : 12 C — — — - - — ;lIll I I 1 1 1 — il, , i 11 :`t , 1 h ,i I i I' ' , I N t I" t�. I. it 1 I k, I' d � I I 3 ,I Is I ( I r ".II -I I i I , P, :1 i 1 ; I I I I'i G-1 I I n # G-2 i+ I I< I I G-2 I 1 '1 i. I G-1 h f'' 1 . ,Ir I r 'i , LI 1 1, r' 1, ` LI J, r , ,; I , 1 t,; � I f _ ' I I I E c I .5 e, E ,{ I' I ,$ i I s I 1 I 0 i. u i c I< ;r I I I II: I I I `s` I 1 I , I` I r 1' 1 I II I ,r: , I I I G-1 I1 1 I+ I i h c—z I I I —z I ll i c 'is `I c-1 t` a L I I 0 r J I' 1 I 11,1 z ' I , � II 1 11 y r T. Smifh I I Richa d I ' I I .D:: 'I 1 '. , i; J ''. ,I I 1 "i I I, ,i,, z B I' B <n _ I 1' i I I Q I +:I - a , „ , ,,. ; ; ,. .I ,,.' �.. ,�. '. I ( I' �!• , 1,. I ti , I'1 :., I Ph-706 888-487 I I t I 1 ,III, I' IF N � , } I I X PE#43541 11. { I: I 11,�� II I. I I `I C6 X I 11 I I hI # M G-1 r f —2 I ( I I �c M 281 k _ , I I L' 1: I {` �; x G-2 � 510 Lee Rd I �I. I I c-1 � 1 - I1` I (' l I I 71 I, I I 1 I I I I F i ( I DS I 11 I € I .. r, I I ILII - 1 S I. r I DS a C S�IeCTI AL 36874 , u 1 J € I I r 4 „S ', :. , , It. I I. '.,.:. -.i ° I r; I ` :'I i°t :,. I i , '.'r i ' ,'. Y i,t: J 1, n P, i G-1 9 `g 'L •'. I ; 7 ,1. k I 1 I I I I,. I 1 I tlil '„r i ( A I 1 F ( 1 + I I d E3 I 1 I 1 1 I E4 t ' t — — — t I — ——— — i ,+ ':I , - - - - -- — — — t a — t R 11 r 1 I' � I' I — I t5 { I I I P I s 1 „ 1 I b , I` f , � t. I ,1. f I t N' S J nA , ! i I I I i= — C 5 , E II I 1 EC 9 s i ' I I 1 I C 8 , I I , , ' c^ + ,. , ql I• : : I:' I.I, .,d t I •' I ,: ' — EC-7 E ° G . ., , L I' , ,i', ,. ” •G S' t li , ' 5 , `I I I Q Lam' I 1 11 I, , L I • '. 1 I I ,n ..,(:.) {, I ,I ^ I I . FRAME LINE 5 ,, I ENDWALL FRAMING Cs' 4 . 354 - * No 4 7 31 I l I J k I _ F I' , E ` $ �. 1 j 11 ( 'I • 2,,.I I' I:. :II. :. I:1,1 : I . : , (,.. 1 '_ 6 ,I r C. I BUCK STEEL IN 'c •, t f I I i I I I , is I i I• (l i 1 , ,, I I 1 '! (' i F �, ;1 I I lr I 4 S TATE O 1 1 '- : I 1 OMER: CUST l a I `V I 1. I 1: 1 , ';` ,, 11 I I 1 +1 , �:III I ,,,Ill,III ,. , I, C LIPS BC 2 CKREL n P. � . TE B. USE 3 16 WELDED C C I 1 N 0 / JA {� I,..i r. ,...: _. I.. rl L • �: , , 1, {I -:Ii: 11 JOB NO. r...,.: 1. ,I,....: , :: I. , ..I. , 1,. : I S •..•.• *, I 1 I I S E LOCATI O N S REVISIONS 1 22 14 i S t „ L f 1 2 A325 BOLTS AT TE E 1 .,i.1 . I" , ;i:: . ;',I ` , ,, : 1 :I. , : : t I 11 1,,1 ,, /J, �o N A"`'�i,tt , t I / 3046 I° h LOCAT ON: �,t i i I I] 11 i 4;, I, 1 [ J1I11 i`::E .:I 1 IL. ', , I, i 1. .I ? 1 I I. '.. , 8 I ATLANTIC BEACH, FL. 11 W„ -,. .. : I. ... SCALE. _., ..... .,, v ,. .:.r, .:i.:.. I I.,. r 1, '..: .,,1 } r, ";. ...4 ntpl _ , r 'I f-: ,. I 1 , , 1 1. DRAWING NAME .>..: �. .::.,.., .. <..,,., I r :,:: I, ,.,, , is .,.II I 'I 2 a 1 r. NONE Iit _ uT REVIEWED ,F, . ..: I I ,, L , . ,. I , ri. t r I ' 1 FRAMING LAYO 1 ,. I ,, , � 1 I r1 ;I I ENDWALL ,.. I ' 1 I,. 1 I, I; I .8 ...,..., , ) _, , ,. :1., 1 Y. CHECK 1 .... .t, r L. ;., ,:. l ". ;: ..... I ....�. :.. �.. -'i DRAWN B c No. 4.33 m Jan 22 2014'; 1 I „ DRAWING B Richard T:Smith at_ - 1_ ,. r„ RRM I , _I SSAGE JRD I BLE PA , , , I, I , J ,, , L , I r , ,: ,I I RTS FOR CA PAGE 4 + 4 , „ 1 , NOTE. FIELD SLOT GI d L :. ,1 , „ ,.g I „I ,. r 1 11 , I , I I1 ;I it d `I Ir aF, �'I it I' II ,' I I h !, "€' i I I ;{ r I 1 1 I. . I v „ 1 { 1 6. _ L I — -- ---- - ---------— -- - - -i ----- -- _. ,._. .-, ._. ._._ -_ _r _,_.. _ __ - -_ .__.,._ __- I I' I i 1 9 ( y 1.I . . ,� , , I .. 1 '1 I - .1 1 1 I� 1 ,a „,p.f. 1 1 14 r 1 ;I a, r I t a 0 I „ , y Ix ! b• m ,, t ;: ,I {• I ,. I 1 1.E a 1 - a. I, ,ry( ( .1 ` ,.,,I:, : ..I: i [. , ri ,: r,l _�.I: Y, �a,; k rI :. d.. ,-41 s , rl ,,.,:,, ,.. , ,,, 1 , 1 ;. I i DETAIL C6 1 I : �' ;h I 11 I A� L , DETAIL DETAIL B4 DETAIL B6 I :I i 11 ii, , I ¢::, ,1_ a f,. II 1 I - III:. I; I , I! I <{ I ) 1 ' I1 i k j Ir i f I I ii , %{ =1 ? t; tis' , ' 1'' �' . I 11 I r 1 i" 1 9 I''. I RAFTER , ; , , , RAFTER I ,, t L 4 GIRT DEPTH { II s ,I f,,,, I „ I n I i ANY TYPE ANY TYPE is C [ ] I 1, f I I I IF BYPASS I �. I I' ( ) i E 1 EW GIRT I;', I: I, 1 f I< i . ," 1 I II 1: ; y 1 i 11 , 1 I I i ,' I � ` II 1 M1 1 , R 1 1 I 1 2 10x 1.00 I ) # I I! PURLIN ( - ---- i I I II I 1 III ! ( ; SCREWS t I 2 M.5x1.0 i I i 1 N 1 r I I I k O t t }, I i 1I I ! :,,,. i , r 1 S I I ! I 1'. SI. ————————_—— f I I k` 1 1 I f 1 I d 1 I ::::] f I I 1 `'' I i ------ I IF 1''1 1 I II 11 I I iia 1 1 L i r I` i € 11 I f IFo I i RAKE ANGLE o I I I ,I� k I � I ,II11 I C i'. 1' 11 i 1 I o 0 1 ) 1 I O I I II 1 'I i I 1 i I: �, , �", ! I I' 1 I € I (= iI , ' I ,. , , 1 I , i ' 11 I I { I I I L COLUMN : 9 i > , a k ,1 I k i I I I 1 ( 1 I I — {,. I k I I BUILT UP ,{ ,I I 0 2 M.5x1.0>k [ I O o I gp al I I 2 H.63x 1 .5 2 H.63x 1.5 3 I l I i I [ I 1 ! 1 I , 1 I � : , , I .. ' I_ i. I !; , : I COLUMN u11 ', ,; ! 1, l,, h:,, COLUMN ,i , /2 M.5x1.0 �I _I I ( . SINGLE OR U — I. ------ i I I ,; ; I li I * UNLESS NOTED ON [ I [B ILT UP] . s n I 1'; „ RAFTER I _L _, i DOUBLE .CEE ---- EW GIRT It 1 I ,, ' , . I ,,, DRAWING 2. ] I , - p t' t I SINGLE CEE ] )'11 I , i. E''. CI. r 'ft i C J I 3 { I 1' I I I 2", ( "L. x } h 1 , * UNLESS NOTED ON DRAWING 4. UNLESS NOTED ON DRAWING 4. I" I r` 111; C , ; s, i , I i r E: I q 1 I j } I : , II , , I I ! , ,I _, 1 . . t1 , I I BUILT—UP COLUMN RAFTS �, 1 � CEE COLUMN RAFTER CONNECTION R CONNECTION ENDWALL GIRTS TO INTERIOR COLUMN i f V I a I PURLIN TO ENDWALL RAFTER / / d I : I . , 4 I i' r II 1 11 ':, '.{ 1,1 I 11, 1 ,,'i it p ,d I:'. 1: I ' ,I 1 :I i 6 1" t I I 1 1 I ! l I i I ,: , , {-:.: I''1 $,. I ": ! . I '., i :.: it DETAIL D5 l II 1 II I 'i ; I TAI C15 DETAIL E3 DETAIL E4 I 1 1 11 I L' 1 . I I I 1 i I I '71,' al i= I R I i 1 i I ^= `I, I I a I i I 9` k I , l I . 1 t I I 1 I 1 , ! r I t i 1� 1 1 I� I i 9' I - I I t k I 1 1 I - I I I { I � E i I ! ,i 11 7 LN GIRL- k : i I 1' 1� Y , I `1 I ., si I I n I f l . I I I .r` ,, 1 II 1 t I I �1 I I ------ I I ,, I III , I � 1 I , '` , ' ,, I: I , , i BASE PLATE BASE PLATE P 'i l` I II 1 „ I COLUMN (2) M.5x1.0 �I J I 51 1 ,. 1 I. 9 1 ;... f i i l I I _ BUILT UP I r o o i` [ ] E I I .I 1" I , ii : I x i i:' it 'I I ,. .I, 1 ., 1- •I. i ,. :: I , : O O ,, I 1 I 4 3 4 DIA. o Oo 4 3 4 DIA. 0 00 w ' II ( ) / t ( ) / I k I1 I I 1 ka 1 : 11; I I 2 M.5x1.0 IDI COLUMN 1:I. , ,; u ( ) COLUMN I COLUMN ! is% :.. t. 11 i III 11 t', , ------ . I I ,' o DOUBLE CEE 1 1 I o C ] BUILT—UP I DOUBLE CEE , 1, I I I I , , C ] Q Oo C ] Q Q �{ I. I I , ,I I U I , } 1'% i . I k I EW GIRT } I 1 I i I , 1 11 I 1 , i` 1 1 •I I I I I I I I' I 1 I d I o i I O I .0 y I I C 2 M.5x1 1 1,I I I iii 11I 1, I I I —— ( I I I" 1 i I r 1 1 I ;r �I 1 i 1 I I I I I I I I , I ! GIRT D PTH GIRT DEPTH 1 I E � I I I I i' I 1 �I I I { EDGE 0 LAB I I EDGE OF SLAB F S 1 II I' 1 I ," I, l ' G IF BYPASS IF BYPASS E 1 I I I 1 I ( ) I ( ) I 6 { CORNER ANGLE ;; I , 3 , ,r1� , I t t I 1 `s x' I 9 R k k E t It I I f I II �I it a § ) 1 I 9 I I 4 I. I I' I , 1 I I I } I I } I I II I 1 i ! 1: I 1 i d I r I I SW GIRT I I '1 I i r� 1 1 i , II I J 111 1 I I� I t I I I ti 'i !� . I u I: „ . I 1 i ,, e:. I :.,, , ,,. . . :.:: . e,.. :.., ,: , i'', I I I ,'. ENDWALL COLUMN BASE DETAIL ENDWALL COLUMN BASE DETAIL ;;, ', I I {, i 1 1 I 1 1 a e , 11, , : I ENDWALL GIRT STOPPING AT COLUMN GIRTS TO CORNER COLUMN T 1 r I :i 19 ( ,,I I, - : I i1 Ij of 1 II i , �c, �i 1 r I I. c I 1 I 1 1 '1 i , i i. I n r I ' I t i 3 I , f f I I! I I ,: 1 I I 1 'r , 1 m r I ! a 1 "i1 I' ® r 1 c 1 I i I wl I I i � 1 I 1 1 1 3 1 I I 111 1' i 'I z i 0 I D t1 I T ! I I # II I I c� I t 1 I I { I ! I1 1 I � S 11 P I � I I I 1 I t I 11, I I �/ I ,I i t I Richard . c adTSmih � I L. I I Smith I I T C i ! I' \ E I I '� N i I �G I I S' 1114 . T 'l:l 11. I"" I i I 11 t 1 I �. i i i Ph-706-888-4 74 s ii-I I 8 +. +V i f �y I � I I PE#43541 11 1 'I . 1 1 �1 I B i 4 ) I I I I 4 I i a r �i i I I I I' I I 51 0 Lee Rd 281 1 - No 4 3547 i 1 1 I f I I 11 1: I SII I I I I i { I I � 1 I , I aI . . E 1 — I Salem AL, 36874 G% .,r., ,' ( t 1 ::,1,$ ; — III i -ie ki I BUCK STEEL INC. %� = 1 I '111 I,, ! I � }! 1 1 1 I'; I I I 1 1 cusroMElz TATE SCI i S OF h. ,, 11 11 Jal I ,i '<U. JACKREL 1 ' I 1 T l I 1 , /�' P. _ DAT I'' I•• O. E L 1 I P JOB N O i. I' 1 s � w i s � C� R1 s 'I' I. I i I REVISIONS , S C? e { I;' I I 3046 1 22 14 s! S 14° I 8 % ! / f I t [ E O - I _. 1 LOCATION ! L I I a i [ 7 t! N A �a ,, I '.I I 1" i 1 I 1 I !/ 1� r 11ltt1A1� 1 I tl ATLANTIC BEACH, FL. w 1 i I i , 1 .� , yy 111.11 , ` i i I , 2 DRAWING NAME SCALE: 1 t r;..�I ,. II.I. II'': dd, r,. 1., E... s :.,1 , r I11 ", v„. I . f I I FRAMING DETAILS NONE C REVIEWED . I; ,; .; r , .5 ,,.ail 11 ._, I , ,I: : I a ,t. , ,.1. , 1 ',. I 3 DRAWING NO: DRAWN BY: CHECKED BY: k ( 1 B Richard T Smith at 4:33 m Jan 22 2014 I I PAGE 5 JRD RRM y p 's k, i, : i i I } I( , I , , ii,j , 11 I I I, I 3 t} i I I . f li I t 1 1 :{ 7 Ii iI .I t 1 I' I i'.' 1� 1 .Ii I i I r , I 1 , k I;i ,,.'4jjjjffYI ,::I'•;:I,,.I1II IiIIIiI III!«I4lI id,^tlI; IIII 1[f1 IG�tlo�I I,�31i III ' I,II 1 II _Ii III it ,IIIiIiI I I cI III 1I� II t I I zE5 R , OO TAI LDETAIL DE DETAIL F10DETAIL LAP O H2 M.5x1 .0RAFTER PU6) ' : IIII , I IIIIIIII I ;1I , , I L I !I IIIII i ,I iI ' znLL II - MI1 .0LIN[SINGLE CEE 1I COLUMN ( IFFLR AENQGEcD BRACE o W 0 O1 [MAINFRAME] 2'—O, OR 3,— D III II �I IIIiIIIII'II„IIIIIIIIIIIiIII,II,IIIII[III,I'r:I".LfI P1IiI11�,iI11,1rJJiII4iI.III,II ,,,:.II IIILIIIIII+IIIIII(IIIIIIIIIIIIII 1lI{,I{IlII,1{IIAIII'III.II 1IIIIIIIII('IIiIIIiIIIIII�IIIIIIII, <I,:,.0?;{,%I”.IILIIIIVI—'IIIhIfVILII�IIIII'IIIIIILIIIIII'IIIL I.,,I,;LIrI..I.IL.II.iII.IIIIIL. ^..,iIlI�I'IIIIIII'IIIIII ,IiIII'IIIII,IIL I III,IIIIIIrIIII1IIIII,IIrIIIILIII'I _1IIii.:.IIII,IIII,IIiIIIIIILIII ` II,IIIII�II1 IIIIII1IIIII,.II ,•IIIII4 IIIIIIIIIi,III,11I,I1IIIIIIIIIrt �l1'. "' I1IIIIIF1I(If�IIIIIIIIr,;III,III�IIIfIr 11+'iIII1IIIIIIII'IIIIIIIIIII ,Iu,III,Iiu,1I,iIL1{IIIIIIII,II III IIIIIIIIII,IIIIIIIIIII Io,,r,[$4it4i�i!G ,,,',I,(l!Ii1t!IIiIII11,I,1IkIii,II,,+I1,IIIII,I IFIIlII'IlII I17IIIIIIIIII�III 1II1IIIIIIIIIIIIIIII .,,I. IIIIIIIIIII,III,IIIIII I ,IIIIIIIIII,IIIIIIII�IIIIIIIIIIIII IIIIIIIIIIIIIIIII .II '. ` IIiIiiII(IIIIiIIII_IIIIiIII( tI IiIIiI ;ift1,I,11,!i,i,'t„EIIf,rii1i!k(tk1,f1 II IIIrII II ,IIIIrP,'lIIIi�rIIIIIIIIiI 7 IIIII I : IIIIIIIIli IIIII 1 I II .I - m m 0 II o t] i1 JOO0D NOIII: LS r J A M BDI1A TE : - - I III oo K o300o II O�O ,II a r ♦ ♦ 5sr1 00•S ' O 1" —10" 2'-0or 3' JAM O :!:� AFTER O 2 5/8" DIA. [MAINFRAME] FLANGE BRACE EDGE OF SEE DRAWING 4 FOR SIZE (IF REQD) GIRT 6 M.5x10 it M.5x1 .0SLAB AND QUANTITY OF BOLTS. 10 LAP UNLESS NOTED ON 2 PU LIN TO MAINFRAME RAFTER GIRT TO MAINFRAME COLUMN D OPENING JAMB BASE DETAIL RAFTER DETAIL AT RIDGE ^. I , FRAME DETAIL DETAIL. DETAIL DETAIL 2M.Sx1 .0 * "ES" PLATE t LAVE STRUT EAV„ (2)M.5x1.25E STRUT GIRT [IF ------ !j, tREQ o2) M.5x1.0 SAVE STRUT JI (2) M.5x1.0 COLUMN COLUMN MAI FRAME]RAFTER [MAINFRAME] o 01 SINGLE CEE] 2 M --- I f GIRT 5Rich a S/L rr �dte � 1 Ge 1TO. .. ..rt,RF/.,..Smith h ,,, PE#43547Ph-706-8884874. � r ,sG1 GIRTS TO JAMBEAVE STRUT CONNECTION AT ENDWALL EAVE STRUT CONNECTION AT MAINFRAME EAVE STRUT CONNECTION AT MAINFRAME I Salem AL, 3687 d �sA 4 rrPDI N No 43547 BUCK STEEL INC STATE OF CUSTOMER: T JACKREL REVISIONS 3046 O LOCATION: l11/II{f1r114 LZ . ATLANTIC BEACH, FL. DRAWING NAME SCALE.u �O REVIEWEDNONEFRAMING DEAI ��• ♦A �ep+�.• pi : : -- IIIIIII I , IIIIIIIIIIIIIIIIIIIIIIIIIIII L :IIIIIIIIIIIIIIIIIiIIIIIIIIIII I t , I ::• s r k I DRAWN BY, B Richard T Smith at pin, 22 2014cNEc<m Br.DRAWING NO: > I I II `i I PAGE 5.1 JRD RRM ,r r , , , I I II II I I , I II I I I I I II r , I ,I i U EMENT OSHA RE IR I' t I L I x ,{ I J i t I I , 6 a; :,I,�:; ., '': 1' . •,;, I ;I ':.. ...,.� r ; , 1.,. ,; •.I ^.; n ,,,,I '',: I s, � � I I , DETAIL ,i IIIII III .;f,i,r:.I III t< v III,I',:.,s �€f,„I II II,••>�.:, ,,!,,II''I IIIII'- i,!II:I., II,,,fft,,,:; • '.,. {I,iI L8 DETAIL 3 DETAIL Q2 if NOTE. THE' FIRST GIRT AT A LAPPED CONDITION M UST BE SECURED TO THE CLIP WITHM.5x1.0 COLUMN FIN NT W NUT 2 H.5x1.25 , [MAINFRAME] BEFORE INSTALLING THECABLE SECOND GIRT AND STAN— DARD TAN—DARD CONNECTION BOLTS GIRT ZEE CEE JAM B GCOLUMN ORRIP# RAFTER o 0 EYE—BOLT II II I' :�,I#l'trIIIt•��tg��uPd�f��iid#��eE. ,,.,,..,„,.,,'r.:.„„,,"1 h:,,-:;,ri_.,.e{,:t,:,:'r•:€±�(S,.,.,,.,,,,.:.,,'.',:s,.:,.'I,'_:,:ri;?,;``F+,!l'.,;;.Iss;I;P,r:II,IIl,IIIl.I1IIIIIIII1i(lI,il,4IIi I III,IIIIIIIIIII ff,ILIIItI,3IIIIIIIi,IiIIIIIIIIIIIrIiII„ .:.-..•,, _�,i!I�Iiii1j(1sI,II41fI!iLIIIti ”','�.•:: :.:,:I,,iII,III�Ii:', ,I I,+IIaIIIIIiIIIIIIIlIIIIIIIIIII I1(IIIIl( ;IIIIiIIIIi�I1IIiIIIIiIIIIII I :II ,,i!,,I,IIIII+,I,III'IIII IIIIrmIIIIIIIIIIIIIII1'IIIIIIIIIII1I',,Ll,I'IIIIII'I-I'1III'II.IIP'Ir'i IhIIIIII(IIILIIIIiI,II,IIIIIII!IIII nII,'`IIiiII,III (I,,IIII.II`IIII(III;:III(I1IIIIIII,(I IIIIIIIIlIIIIIIIIII II i,,I,;,I,fIIIiIII 1II ",,:;I•.t.. ',,;: IIIIIiI,(III(IIIIIII,IIIIIIIIIIII�IIIIII I IIIIIII .+,,.,,,:Ii�If,iII;iII17�tIfIIiII,IIiI1!II itI,IIII ,1,.:.5{•;",,,,3,a;i;I,i,�,,�,=!}.' IiIIIIIIII!IIII,I,IIIIIIII,I IIIIII IIIII II IIIIIIIIIIIIIIIiIIIIIIIIIIIIII I11IIIIIIIII1IIIIII If(1,I§IkPii.I,€II�!I,III11I�IIiIII44I '�,,FI.•I L i I I1III i� IIIIIIIIIsI ' I ,: :I":.Iii';.,,'I1IIIilIII!Ii(III,w,3III(IICiiI IIIII,III <I II I!IlIII I ,.a,FI:,-Id:.,IJ'IIiiIiII'II'IrIIIIII . 1I1IIII1,III1,II!IIII ' ( � o i 1 [i l — — * O (2) M.5x1 .0 HEADER SILL HILLSIDE 1 M.5\ x \1 . 0 F IN N \BE Cv-O� K 1st GIRT Directive Number: CPL 2-1.34. Title: Inspection policy and procedures rXfor rTs O\>'Gsr SH !A i �l s steel erection standards for construction Standard Number: 1926 Information Date: 03/22/2002 CABLE INSTALLATION DETAIL LAPPED GIRTS TO MAINFRAME COLUMNFRAMED OPENING JAMB TO GIRT FRAMED OPENING HEADER SILL TO JAMB R00FPANEL i S CLOSURE# 14 SD SCREW ROLL CAULK I 24ON CENTER) SD SCREW ROOF PANEL 12 ON CENTER) GUT—ER RAKE TRIM RAKE TRIM I ! - RAKE TRIMGUTTER X„ BOTTOM OF CORNER #14 SD SCREW GUTTER AND FOLD BOX (24 ON CENTER) � TABS INTO DSPOUT 0 S CLOSURE DOWNSPOUT WALL PANEL WALL PANEL PEAK GUTTER NOTE: INSTALL GUTTER STRAPS 3,0 ON CENTER. END NUDE. INSTALL D SPOUT STRAPS 5,0> ON CENTER. TRIM-3 TRIM-4 TRIM 2 TRIM RAKE TRIM DETAIL PEAK BOX DETAIL GUTTER END DETAILGUTTER DETAIL Richard TSmith �t.t GR 11 il D �1 •�N1T1,11 tC_t/ t t t • Pt1 � i !• l PE#43�4� Ph-706-888-4874 ol Rd 281 No 43547 510 Lee Salem AL, 36874 EL INC.STE !if CUSTOMER: TE OFS TA JACKREL JOB N0: DATE J O 3046 • C�REVISIONS 1 22 14 ONALocAnoN: ! ATLANTIC BEACH F SCALE'I DRAWING NAME.' ' 15" �a�•,� 21 /�♦- 1� 'I :II!III.IIII:IIIIIII IIIIIIIIIII.IIIII `I III'IIIIIIIIIIIIIIILIIII11III1IIIIIIIIIIIIII I'IIII'III'IIIIIIIIIII DETAILS NONE FRAMING DET [REVIEEWED I o DRAWN BY: CHECKED BY: i 3 DRAWING NO. RA Richard T Smith at 4,33 m Jan22 205.2 JRD RRM p , PAGE 8 I, ! , P' I ItI , I I I ,ItI I I 3{ ,I I'' IMI ' 1 ,+ c I I I, ';,,;. i 1 I I ; 1 ! ' I I i n. 1 i i.. is , 33 ;, s , 1 :', i 1 I I o'ip 6 �',, II I: f„ I I tl: I I II 1 t:' I 1 f I e 1 1 I ! I 1: 4 I:` I I I 'I i I WALL PANEL I I I I I 1,. I I , I 1 1' it n li I I ,' I { I fi , I ;i t'' 1 ,1 � I I: p , 1 I' I t, 1` I c e:. 1I: 1 PANEL I. P I I WALL I{ i I I I:: I �, I I I isl.' I, i I 1 i I h 4 {I k t { I. t' , I.I.; ,Is �� 1 I { I 1 i I�, �!I 31; I ,I I I , { w O S CORNER TRIM a I'' 11 11 77 '. :7." ! .f, ( III. .1:1 11 I it 1 I1 I ' 1' I I' li i, ,� ,� 1 1 NAIL ANCHOR �. 1 1 k 1 I i I I 111 : Iii1 I WALL PANEL , I , I 24" ON CENTER I ! I 1 1 , II I ;II 1. III 14 SD SCREW ( ) I, . 11 s �,8. I 1 I I Si I I 24'ON CENTER . I ylk�Iil: ( ( ) I'I I I 1� °, r I b1 I I "� i I I I 1 I1 E1 SD SCREW 1� I �1 12 ,i I I I � T. ! ^1 I I ti' I - i I I I B TRIM �' f I fl ! JAM I 1 1 ' 1 1 11 I f 1 I. a 1 � I i I .I I I' I 1 , , I -3 I ,: 11 i { i ) 1I I I 1 i z 1. .,..I Mil, 1 I , iI r. I :. • , di-: :b , 1 : 7 . I , ,1 :I ,;,I it, ,.: :, 1 : 1 ,„ : 11 ., ,1 ,. ,, I I PANEL } ,.,I :T I {{ n_. II ,, - 12 SD SCREW WALL ]; f I HEAD DRIP TRIM ti�p t, f W PANEL L;,, 1 ALL P N = 1 I { I f . p {I' d1 is I 1) 1 11 I, , I. ..L !I 1 A.tl ' , x.. ,, 1 I u1. 1 i.., i. 1. I, . .: I € { I f FL-73 o COVER TRIM I, //{// . . f, ,,. 1 iltI I: I (FORMED BAS ) ,. I : I (F E 1 : n 11 � ' 1 I'1 p I I 1 1 I 13 I I I ! I f I I 1:,: 1 _I I I I Ij ! ! Y II R I I I'' I 1 I 1 1 , . it I I k r; 1 { I I III 1 I I 1 i I , 11 r. G 1 I i I ( I 11 i I I. I i` it I i 1 I I 1 1 I � , I I M I I 1 o I 1 ' i i l 1 ,, ,I i ; , � , I - 1 I 1 . ..I. I I , , , , , : I. TRIM 9 I I TRIM_5 TRIM 8 _ TRIM 10 ' I I - - - I I i 1 I I i1 ; I 1 , - L , LI I I, I { B SE DETAIL Iii ,, ll , FORMED A I C VER TRIM DETAIL AT HEADER it I , 0 S CORNER DETAIL JAMB TRIM DETAIL AT JAMB 0 t:1 I ! 11 I I' '1 , 1 1 j II i , ! '{'. 1 '1i / ',. I , I: ^:. I ;. 7 p , Ir ?i (C v i,i I. I NOTE I, , c:. , ,... i . .i II , ,.i'. 1 €.-. 1 „ , I ° ( , . ,n; 1 II '1. „I: 1 , I THE PROPER TIGHTENING AND INSPECTION OF ALL FASTENERS IS THE 1 I S L,. i ,I ix , .: , h 1 1 RESPONSIBILTY OF THE ERECTOR. ALL HEAVY STRUCTURAL A325 490 1; 1,.. 1 i 1 I. ( t',I 1 I , ,,;6 ::_I 1 ` +,B i UST BE TIGHTENED BY THE "fURN-OF-NUT" METHOD I ! ',p , 1-.:. "€ ... ., i-:` ,' , BOLTS AND NUTS M n ,;!, "- 1 , t ':+ I: 1 ,.' :0 111 a'. I .:; ,.,. 1 i I ,I 5 90 BOL ARE DES GNATED BY MBM WITH 'I• .,t1. ,.. 1 : . , -: 1 ,, 1. r,. ,.,.1 ,. , ,J ,. ,i 1 , SHOWN BELOW. A32 AND A4 TS I 'I'. ' !, t f I t, I' I l 1 1 - e fi3x2-0 O H 75x2 75 ":: , 1 B 1 I { I I I I.. A •H'. (x. H. R . . ) r. I 1 r'. ! I ', {'' i- b' t 1 'j 1 1 I '.I s '' I i , 1 ., I I ' I, ! , I 1 -OF-NUT TIGHTENING: 1 I 11',I , 1 1 I_. u.. I I I I•' : TU HTEN ', i T ,;::: 1 ,1 , :I. 1 < , J +. ',I !, n.: : I 4i:., 1(. I I't ! :,. . , `,p 1 UGHT ,:, - ,. :. , ,,,; .. ! , , ,:, BOLTS SHALL BE INSTALLED IN ALL HOLES OF n1E CONNECTION AND BRO to' ..cl; r: , 1 {L.' , -. , :I; !. ;!,:, L,:'. 1 ,,. 'i.' :.':I - SNUG G S DEFINED E TIGHTNESS THAT . ..:, I;- :,: 1 !.., L. ,., 1 , s. ,1 TO A SNUG TIGHT COCONDITION. NU TIGHT I D AS TH ' ., ,.< h ,I. 1 S!: II.: 1 ; 1 f - : I1. _ 1' I , 1 IXISTS WHEN THE PLIES OF THE JOINT ARE IN FIRM CONTACT. THIS MAY BE AT- v. ,. , I, A ,, 'r: <,,' .f,. 1 :-1 1 ,1, :.o., r.,:', , ... 1.'"I , -.,. i I ORT OF ] ,, I t; :U,I " i i , ' i .,, :' ,. 1. TAINED BY A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFF A I \ A , l CO 1ER TRIM MAN USING AN ORDINARY SPUD WRENCH. SNUG TGHTENING SHALL PROGRESS i... . $: 1 ,., ', ... 1 h , v.: i ! 1• .1 I .I SYSTEMATICALLY FROM THE MOST RIGID PART OF THE COP,M1ECTION TO THE FREE s, , , f 1 I u, . i L: . �:' i e I", SIMULTANEOUSLY SNUG TIGHT AND THE CONNECTION I. 1 EDGES UNTIL ALL BOLTS ARE SIM LTANE LY T c L a " 1 ,. , , 2 a,... ,, -1 I, _. , I , ,. I ;:, I,., .,. ,,;, ,!I , ,I_. ,:,. I I I OPERATION A BOLTS IN THE CON �, -,..1 ..1.: '.I. 11..1 , ,�.1 :".';, , ;. t 1 :: � I �,:..i , , -I.,. O O IS FULLY COMPACTED. FOLLOWING hilS INITIAL LL 1 1 -, W PANEL I, ALL i 1. I 1 , d: ,,.. I ,.,... 1:.' ED FURTHER BY THE APPLJCABLE AMOUNT OF ROTATION , 'I. G' ; '.I t'. ,.... , : , ,.. r I 1... NECnON SHALL BE TIGHTEN R _l , , , , 1 qq , t � 1 , i:,. 1 TOP BOLTS, SEE f Jr. , - -,1. R1-,, ,.- n • SPECIFIED IN THE TABLE BELOW. DURING THE OPERATION THERE SHALL BE NO RO- I , , o 0 . .. , ::,... � �... : i �... , :.. .,. 1 :1:.. , .. C TIGHTENING SHALL PROGRESS ,I .,,,.. 1 ,,.. 1. N, ,., :,. 1: -:- :.� ,i: ,. :,.:; • '. ,... 1 {, ;. �..,r:. L,. ,._,I I. : E, TATION OF THE PART NOT TURNED BY THE WRENCH. TI HTE ' , 1 DRAWING FOR SIZE, I ;:: , i 1: PI :, ;, { „I It : : . :1 'it I. 11. 1. SYSTEMATICALLY FROM THE MOST RIGID PART OF THE JOINT TO THE FREE EDGES. , . i, , , .I .t..- :i yI,.. l-: 1: 4 :, - : ^ b.. 1 :: , 1: _.. 1 1, l.. d NUT ROTATION FROM SNUG TIGHT CONDITION I r I . # , JAMB TRIM I , ;, I ----INTERMEDIATE BOLTS, BOLT LENGTH REQUIRED ROTATION ,, 1 ,... { : I j:.. Vii.l , 1 .1 :r..t I ,,. , L.I ,'- , .' : Ir.f '..a1 O O 1 3 I " , I,I + I 1 12 SD SCR EW 1 � i I 1 l' �',- THE NUMBER ❑F T❑P I t 1 UP TO AND 1 3 TURN Ill I, n .: .1 . 1' ..; .,-s. I _ I , I" ' INCLUDING , , , , r ,,. ! ( ❑R B❑TTOM B❑LTS „'; r T. ! 12 SD SC EW WALL f ANEL ..I, ,t.., :, -,. 1 (: I, I, : , i.:., 11' .; ,i ,'- I : t ,:.;,.{ ,,,I # R 4 DIAMETERS { ( ,: GREATER THAN FOUR. I II , ., g 4 U .' 1 I 1 t I . ' :. 1 t, I i f [ I 1i I' i , OVER 4 DIA- 1 2 TURN ,, , , {' 1 , II, / 1 . IL. 1 1.. ,,. 1 ( 1 O O METERS BUT ''1 11 I 'u 1 NO IX CEEDING I T I f ❑ B❑L S SEE 1 ,' 1. I ::]--BOTTOM T 1', I I, I 1 1 I I I I� 1 1 I , ; 1 I 1 I C 1 :'P 1 , 8 DIAMETERS ':L, . i 1 1 1 1 3 DRAWING FOR SIZE. ,, ,. I I 1 , .,..,: 1i1. 1 P I, , is ? ;',I i. ;' ' I 1 -i' ? 1 1 - .-. , 1 Y i.`- ! , :, I:,: I: , , -! ( ,. OVER 8 DIA- 2 3 TURN ,.,I ,I ! ,:... I.I., 1 ! a r.= :I„ , - 1 .I { / , I HEAD DRIP BRIM I I I,; ;, EXTENSION BEY❑ND FLANGE IS MErERs Bur ] i,,., ..q;. '.,,I 1, 11. I,,,; R t �lj .S .:�: ''. [ I H, I ;III I •1, ;-. 1 NOT EXCEEDING #, , i[ " OPTIONAL, AT TOP & B❑TT❑M .I , 3:�. I I., .:..1 I 1 t I,. 1'.' 1� ., I 3 1 1 , 12 DIAMETERS L.. I [II a I I I I s :sl .:.: r 11'1 I, I ! t II [:I { f i NOTES:1 NUT ROTATION IS RELATIVE TO BOLT { l t [] t, I ;.:I, 11 ",. 1' I. ,: ; i.,l I ,i 1 :. ...,L� 1 !) REGARDLESS OF THE ELEMENT (NUT a, ., TRIM 61 OR BOL BEING TURNED. Richard Ti Smith 1 TRIM 11 B❑EYED END PLATE C❑NNECTI❑N T) i .. . ,,,.,, I ': :II a 1,1: , ,,; :, 1 I ❑ 2 AP LICABLE ONLY TO CONNECTIONS e .,., It-. CU2) Ph-706-888-4874 L., . 1 BUILDING PEAK yy gC p .., „ 1. I I -I I ,., , ,. A T IN WHICH ALL MATERIAL ITHIN THE PE R�JJ4t ,E .., 1 , , i I 1 , I I,. c_, 1 L, i 1.I r.,.,. , ,. I 1 _. , tl._ ,, 1 ....„I ,. 1. 1 ,., : GRIP OF THE BOLT IS STEEL . !: t_ COVER TRIM DETAIL AT JAMB HEAD TRIM DETAIL AT HEADER T 1 I I1. 1 11 ,. ;i Y , j o 1 (I i t 1. V i I fl�rp (_�8 Rte �� ((j I I 1. :{ II- c. I`: ,I I f i j,. k 1 t, § 1 , Sal I I I I: erll A 36374 i � 1 (. I I, 1 1:{ TRIM NOTES: {; s 1 MORTISE PREPPED ,J. 'it ;I f 1 �; ,; 11 i I , i E 1 1 I; { I t t {: t 1 I , I I ' s ;i#1'd/dd d 1 1 III t I i , I S I 1 I ERSONNEL DOOR I 1 P D I I � 11 I I 1 I T l u .. a' 1 1 I I L ♦ S 3 ( i P : I I I1 ♦ I I 1' 1 1 fi, I I G . 1 SEAL BRIM SPLICES WITH TUBE CAULK. E N •. �' r I L � G s ALL MORTISE PREPPED PERSONNEL DOORS a . . ,.,, 1 ; , Q'. F •� r ;.r ,,;I ,I 1 ( ; ,_ 1 -: COME AS RLGHTHAND REVERSED SWING. •. v 'I. I �_ , t . r ; I, 1 l ,1, 2 SECURE GUTTER SPLICES AND END No 43547 ,, i` ! I F I F�� I,e 1, ,- 1 ;: L ; I , i. l ".,. w:. ,I' I;. I , ,';., ^'. I , I. w . >~ ,. ,,, :I , I i I PLUGS WITH RIVETS. , { I I: _:_ /t.e. STANDING ON THE OUTSIDE OF THE , . f1 , I° 1 3. , , I 1 I ., , 1 I I I 1�It _ _, BUILDING FACING THE DOOR THE LOCK EEL INC. .,1 _I { BUCK ST _ cc 1 { I , -_ , 1 /�� 3 SECURE ALL OTHER ROOF TRIM ,I ,.c:-i 1 .:I c:1 f:., i :'1 ., ::;.., ,.,. :. I , : ! .,.. LI ,; J I � az I _. I _,, , .I 1, I i 1 WILL BE ON THE LEFTHAND SIDE OF STATE OF i; I: t, • • . , I , I i, ' l CUSTOMER L. I 1 1 SPLICES WITH TRIM SCREWS UNLESS w. sl , , , ,: I il. ,I I I .. ,. ,L ,, I ( 1 11 I t1 I ,: 1 THE DOOR AND THE DOOR WILL SWING ,c I i 11 ,' „ P. a, + JACKREL < "Ir{ sl NOTED OTHERWISE. . O . ; - , k OUTWARD FROM THE BUILDING. tt O R \ n ,L,.. ,I l: v : : it i 1 I.. ;. ;II 1 1 13 .1 !. ) JOB NO. DATE. i SS •.. r', I y �.;., ,....I I ,I ! I. .. , 1.;, „ , 1 1, '4` 1;'' i' i I i... I - Vr 1 I, ,I ( REVISIONS r I E ♦ 1 1 ,I 3046 1 22 14 > O 1_ e I {g r4 TRIM SCREWS ARE LOC ABED 24 Of�l > NA ,e I I ` d , .:,:.,I =,: r ::,. , ,: -1 .1 ,.,.1 I ;1. , r. , , 1.'.... rl 1 .:; :I'. 1 : - 1 LOCATION. I 4, I I [ 7 ddd 11 :r ,II ANY FIELD MODIFICATIONS ARE THE RE did (, L, ,, _ ! CENTER UNLESS NOTED OTHERWISE. ; I, , I , ATLANTIC BEACH FL. . „ I SPONSIBILITY OF THE ERECTOR AND MBM , , . . , +. I f :!: ^.I 1 I'.. • 1 I; I. WI G M SCALE [ ] S NOT LI BLE FOR LABOR CHARGES NOR REV/EW ::. , I ( i I A FD a .,:.re.. 1. ,, �,I ..I. r 111 J:1:. : , , '.; �. .';. .., , :. <:.. : ;, ..,...:, II MI G DETAILS NONE - „ . _I I FRA N ,., ,.._ I. 1 L._.. ,: { 1 , I I _ 1 _ I I I _ • ," I _ 1 ! R. DAMAGES DUE TO ERRO ,. . ;; 1 I I L I . ., - 8 Richard T Smrth at 4:33 m Jan 22 2014:::: I ,.I:'i ,. f '. I ,. 1 L,. tl ( , [3] DRAWING NO. DRAWN BY. CHECKED BY. Y P 1 1 { I , ( ; I 1 1 II t. 1 I I p , I ! nit, 11 1 I ! r ;, PAGE 5.3 JRD RRM I'; • Ii I ( 1 'I il 11 i1 f l I I i' I I I ;` I 1�1 I L I ( 1 i i' I , z I L L:] I ( 1 I I 1 I „ I ' 1 , I it I = - - - -- - - - - -- t t i. ' -- R .I i I �I I I ,, 1 1 DOWNSPOUT LOCATIONS I 'r4j1 'I' , `i 1 I 0 TRIM TABLE ROOF PLAN „ i — " — — 5 „ I sl. Cj ;., as o our ro our of OID PART 11,I I ,L ,I w „ 1 I srEEL LENGTH h,[ , h ..: t d L C I I 1 D F CAP 3 —0 S I I: P I (_ 'I *' S I I I , (< 4' I s I I t I L r. I :II ,, [ r, { I, ,. I 1 t ' 2 � 11( :; (, t � 3 4 I & I -', I. ::'I k e I l n I I 11 Tl I , ( „; k 21 —0 '— I I AlI. .,., ,i. , , , Ir. i ..v. r „.,. , € r::' 1,.I 1 1 I': 1 :ra , f;: h ., ,: ., :.t 22 0 _ I I I 22 0 21 0" f , 1 .II : I I :.:1=..1" `. I. r I, , ,L,: . S I.,:: ;I I ppI !. ,: :i:; , "�,•I i. . ,k , , ,. tl, i Y . ,. 1 ,# ,, I 511, f i'I I:. 11 't. . ::.,. , ,:, !, ' ! I _:, ,. f f I . ' � i k. t : .rv:. a ;. s. f '" t 11 s r I s: L. , ,, . I O 0 I f I, a Il , I s E tr LI 3111; I >. r I; 1. I'r p I I I Ia i # (`I ,;I — —— — — 1' — — — — v ` 91 , 1 — — — #i 1 — I, 11 :11 k. 3 tI. !�', k I I I I I I E ' n r I 1 x I i. I s I (_ I I , I l I.: I � I�' I I I I , , It i I ' I , I' I' I' I I 'III I .� r I+ I I I I 1. 3'I I � I I I I I , I ,� Y 1 I I � 1 I I .., I 11 :11 I I ,< I i' i'I §, 1 I f J 4"; I 11' I r 1 z . I `s I ) I I i f I" I ,s , I I ' 'I 91 N I r II I {ft[ I F I I11 4 1 w is 1 Y� , �: j?I i v { I t! 1 l I I 1 4. �I 11 �I I f P o a I I I' I f i I I I t cl I 1 1 , I I I `s I' # `�I I I I � U)I 3 ..L. - S' . q. I .; „ 1; , , F t 7 },. ,,: n I:: I B ,., I�:. .1 , - { I f ;,.. E , Y s 1 , , , I I . I, . el ,I, 7:_ i, I v! I II;,. s I t F'.. :.: ,f, :,• t II Ilid ] I r , , . i I i f I t .IL,'.. I &I ,: I q. 1 I r ;•I� .r ': I'',, t li.. II� a II 1 : 1 I ,•; I �. I '11 I� „I I y , i I ,l € I I. I 1 I 1 I II` I II i �'�'' �� I I ' ., I I i - I ;I I 11 ; I I I , I , I r I I 1 I i I I a I, i I II 1 1� ., 'r ,-,: ' I '',1 i, s i II , I # I � I �,I I (! (` 1 , -- — it — — — ,ii3. h I —— — { — — — — i I 1 I" I' J '. r 6 I ;, P ,IT I Ii 1 I 11� , 1 i.„I I �I I I , , r 1f 1 : I' i :;. ':: 4 :'.PI I, 14 u.. 1111.1 t' f: I I ,( , f I' I I [ I II r' I I If €I 11 # I g: l �, .I I: I. , I! I p IL I I' Ii I T f 11 L 1 t' 1 W 1 I A 1 i , r. ,.:,,: I,v h. :'. :,: i �,: ! t ., ,6,.: L. :'II :,..: .:, �.,_ , '.:l I 77' ,:, .:. i,:: '. ri.., ., :. L, , i : r ,':'. I , .t; , ., 11 i I _:.I I I : . i O s .. r:: I:r. .::. I', .. 1, . ,, ":I Ll :. ,:, I , r. f I. I ,r: i I , ; I �• . ;..,. , {{ ,, I,,. -,I,. r I i': , II. I' ;; „ , I• 1:11 , 1 I .III. s ,I #I I I' .. r 1 ' i ,1 `YN I ' 1 I; I 1 . :.I I ..r. yl ..„ ,i LI. e r. ..t:. , :7:. i li x I11 1 O 1 1 !'� i n 4 , t I 1 1 II o I,, 4 I,. l i j i; I I 3 0 I I 1 I I I 3.: E I I� i I I I I I 1 I , I 11 I �''�I li I iE , 1 I I h I 11 i'. 1�I G 1 ( I 1 .•t1 .i.- +, ,i ,Ir' # f '.I F I a i ar . �„ I r I { I; r , , i.. : I r I P. Ij1 , : I' ! I 6 f , s 'I • I �I. 6 r !I '„ I II 1 It I I 1 I. � I f , E 1 1 r j i` I i r I� I I r 1 i! I �i I I � i i A ��I ;, I II I �I I ,I 4 I r 3 i1 I I 1 I i. I I f 1 ,i I t1 3 I I I f ILJ— LJL J L . � ,' �11 ( IIS 9 �1 ;I i, 1 — — I , i. ,I f, i I ,i ,. ! iI 11 ' I' Ri h ar T, d S i �1 mifh Y "i 7 III, I�' I � 1 I �I �I' I I I 2'-0" a 1 ''. 'il I ',. I . Ii , i, E II I ��I Panel Start PE# � Ph-706-888-4874 I I I Ii `I ;, „` 11 I I , 1 I, I 0 0 0 I- 11 1 510 Lee R it 11 d 281 I " I I i I ; • ,I I I I I I I11 I , I : I i I ,I I ,I '. g 11 ;I1;II �: ROOF SHEETING PLAN X874 1 'I I, r t 5 . ii: L ! PANELS: 26 GA. PER GALVALUME #, 11111)! 1 l #'; I 1 t ! i1 i Ir (i I r' Il I< 1 i- I t I I , I E 1 I I Ii " , i R D T C I 4 I 11 i , r ",. 4 1 i 1 1 P S i I t I I ( I I 1 1 a 0 I I ® 21 I r . E Ni T 1 �G t 1 S :. i , 1 , I I 9'�" 'Ii I I I' l 11 , � 1 i i ,, t ( ;11 i No 43547 i, �. F{• I i li s ). f 1 , I - 1 I I K i' i 1 _ d ` — 1 I I I . I t I :I BUCK STEEL, INC. r i` . /�, I I (i I " - I CUSTOMER: STATE OF a i:' L': F �. 1 1 I t •w. I1 s J T, AC K REL T' a1 f i' E I � P. 1-it I', \ 1 JJ{ it I, Is Il I s I I I '' I O ne 1 I 1 JOB O' I I � 1 N . O i 's- I. I I �• 6' I I DATE: I R 1 ,. �. I' REVISIONS S 1 I. I I I 3046 S C� I 1 22 1 14 r J II > O I , NAS , jI P f [ ] LOCATION: it,II n it I 1 1 4 I L .I 1 1 I I°' t 1 i E 11{ , ' � yi1 II I � I q I 'i I, I I � 1 `,I � �' i; , ': I I ' � i I I :I : I 1 I I , `� sl ATLANTIC BEACH, FL. 'I ,,.t : I �,. r L I'L: " •,:i. : ' :'i:. , I :. ll, , 'I Z DRAWING NAME an„ ..,:f1 1 . 1 , :, :. I _.I,. ,. I„ e. r ,, { I.,. ) I . I. ,;: , ,.; C] SCALE: ,.., ..� .. r„ 1 _, I' r:: ,.lv k ,, r .,,.: ,. (; ... 6 ,., .. .O.. ,:,a, __ — , _' _ . REvr ,: f _L ROOF PANELS & TR EWED I . I a1 I. 1 IM NONE S ,: . l [ 13 l .... .,,.I ,::' 1I'. i MI I, - , DRAWING NO I. ...:. 1. , , 'J ... .._. ... ..... : I, , , DRAW .I .. .:.( r.. ,.:., 1 :L, 1 N BY. CHECKED BY B I i� I, I Richard T Sm �, Y Smith pm,Jan 22;2014; I I 1 PAGE 6 l r I, 1, I i :[ I I I II 'Vi RD RRM I ;iiI S• I 't 1 s, 1: 'I t I I' I 1 I i'. N. ,° �'d. i' I r i:, . I ' I� I I 11 11 I °I!1 u I, ' I. il.. 1 i ,G .. ... r;: t i' _--_ _ _-�� _ — - - - - -r -_1 « , ,, _..___ _ ._ ,_- , I � I t I ! f t I II I , ,!II i I FI II rr r ;;:`�`I I #, i,,. I ttl .•t 1 ' '., k, f:'. I .:F° 1;'. I ` .I I. I II's 'r ,I I I ,I I z I I I I , Is Is L1 I I i'' I I i' DIC—FORMED I , I , I ` RIDGE CAP I ':. ,,.rII1I,�a x�7,9]k��3�a�J.,r@�,as�-j5{z'.I�ttt'...'.•-.,!:.„,..,,i+.,I,1�l1d,#iI#,r,II1s1aI}jI1sf'IIsl1ts,i,psItsF,II_,_I�ggfttI}I„, .I1II,Ii,lIIIi(IiII1III IIIIII{fI4+IIIf(I;II1IIIIIII,IIItIIiI'IiIIIIiIiIIIIIII ,,• :.....`:: t:i,, f1II1II(1IIii1hIlI+1}iII,I1fIIrIIIIiIIIII1Ir11,itIIiII( I IiIIIIII;IfIiI1IIIIII1lIIIIiIIIIIII,IIIII 1IiI:,,IIIIIIIIIIIIIIIiIIIIIIIII ..aaa:;i;1t;,i+,;h�1„IIIiLII.1r:I;,II_:l;,IIl.II,;:III1'LIrIIIIIII1I11lIIIlIIIIIjLI lI1I.IIIIIIllIIIIIII1IIII1IIIIIiI I IIrIIII{IIII;iIIIII;IIIIIIIIIIrIIiIIII ... '' IIIIIIIIIIIIIIIIIIIII i, IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II iIWd+,aiSrre��IIa ,I,IIIIIII aiI(iIII(IIII1IIII(I, ',,IIIIIl fIIII1'IIIIIIIII,IIIIIIiIIIII+f,Irr,I Ii�1IJ1I1{1I11II��,]dIIIIi,IIIIIIII +IIIItItIIIVI:I; 9IGave9I`sI#pI8IIApIIIII°�NI�1airyaIIIPeo$5Ibr1 I I1IL,IIlIIIlIIIIIIIlIIIlIIII1III aI�tiaitII,1,IPtc£�I[E€(iiSiI€IrII�,#itd,fIps1i>, . 'iIIuirf,r.,iI1II,?I6(isI,.,,:.1'II'I IIIIIIIIIIIIIII1IIIIiIIIIIIIIIIi III 'IIIII1LII I`l,ir�'.,;=. ,,I.I";�:':II1J IIIi,;I,rti1,1l1Ir'lIIiI:Ir'IIIIIIII IIII,I1,1IIIIr�rLIIIIIIIIIIIIIIII iEI`I,'IIt,I1I,r,1, IeIIIIIIII 7 III1IIIIIIIIIIIIIIIIIi {,{IIIIIII�IIIIIIIIIIIIIIIIIIIIi IIIIIIIII .II ::,III�1fcrLIIrI�IIIrLILLIIILrI . I +IaI+IIiI,IIa1,IIIIIIIIIIIIIiIII t:,'a_FIitciirt`f'fr,rfkrI{,rf!fI,I, ,,1IIIIIIIII11IIII'..: :I1FiIrI„i4t=4,t I i!aII IIIIIII , i .Ii IIIIIII,JI(I,1I.IIIIi':':I: I 1 I IIIIliIIIIIIIIIIIIIIIIIII I,II II, IIiIiIIIf,IIII� � - F� I qA c w RECTION x st. ' F EN D LAP WITH H �Q 4 2” D E 8”. TA IL A2T»4 2P»ANEL 8 END 4 CONTINUOUS TAPE SEAL 2„ 2 »___d.®®S•>T, aJ\ a•J,El,LAP •i� Od AR SCREW CREW CONTINUOUS SIDE LAP WITH TAPE SEAL CONTINUOUS TAPE SEAL , • I1 SIDE 2 SCREW END LAP CONTINUOUS TAPE SEAL 4 30 O12 SCREW LAYOUT)(SEE DETAILS FOR PANEL END WITH INSIDE CLOSURES e12" 12" LAP SCREW CONTINUOUS , TAPE SEAL SIDE LAP, 12 SCREW, DETAIL AT INTERIOR OF PANEL X Richard T. Smith -706-888-4874 8• Pd�CPhPE#435$1s 510 Lee Rd 28 e a7j1! NOTES: DT r1J ALL END LAPS MUST BEA MINIMUM OF 6". �2 METAL SHAVINGS MUST BE SWEPT FROM THE ROOF EACH No 43547 TO PREVENT SURFACE RUSTING.DURING E �3� TAPE SEAL MUST BE APPLIED WITH NO GAPS OR BREAKS. BUCK STEEL, INC. OF �j �4�,.��,•'\..; J ;STATE 4 12 SCREWS ARE USED TO ATTACH THE PANEL TO THE CUSTOMER: —TO— PURLINS. 14 LAP SCREWS ARE USED AT THE PANEL JACKREL O t JOB NO: DATE.17SIONSPANEL A— ACHMENTS. ALL FASTENERS ARE SELF DRILUNG. REVI1 22 145046 ATLANTIC BEACH, FL.2� DRAWING NAME ALE, I I / ,.-• k,REVIR00F PANEL DETAILS NONE EW � ,•LJ1�i®V'. �i a» ,§ ;,♦ .. IiIIiIiIii1IIIIIIIIIIII:. tIL�;IlIL . IIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIILIIIIIIIIIIIIIIIIIII'IIIIIIIIliIIIIIII'IIIIiIIIIIIII'I'I' } I L , I I I I f � DRAWN BY: 2DRAwrNc N0. B Richard T Smith at4,33 m Jan2 2u CHECKED 8Y:Cal 094 i I I PAGE 6.1 JRD RRM +. ❑I I I III Ti , fl I f ,r SII. I •a, I II 11 I' I 7 ji I I` I II I I I I'I I I I i , I ' I , z , s , , I I P II f €.^ , y # ( TRfM TABLE . . 19:1 ; J: ,I 1 r f ::. I !'. ' _ i L.I FRAME LINE A & E „,I �OWNSPOU LOCATIONS ;li 9 1 I 0 4 5 I ] I'II 3 G H DETAIL I 2 OID PART LEN T I ; I i 't. y;I II ,,1 9 : ii) f (` I I - v ::'. a I ; a — — I ,.Ij,.Rs ,iI.<i'. f , Y ;. ,> ,, :,1. ,,:,. R ,, @: t 1,,, ., , I Q Q 1 is1 I', 1 FL 73 20 0 TRIM_9 , : I 1 �, ,_ :II T II - I I._ I. I, 2 0 S CORN 20 3 TRIM 5 ( # 'i I � I I'. :.1, ;, i, '.,. ,. ,., , a, : ,, h. II I ,:. ., I , , i.1�: L: r 0 0 - {,. 3, I1 .Y11 a e 3 0 S CORN 6 —2 TRIM-5 ill4 5 � / » ;I ;• II #; ❑ 4 GUTTER 20 3 TRIM_T I„ 1 ,.,R. + : , I , + I I':: S I 1 , e ., F I : :. ❑ — , , „ I , (' 91,1, , 1 5 GUTTER 6 0 TRIM_1 I I i g — — — — — — — — — — — — — — — — — — — — — — — — — — — — $$ { r art I,, § , — — — — $$$ 3 '. .;'.: :, , ;;I ,, I ,:.: I I ,. ;: , ,..: I {". + : , s ,. 6 GUTEND L 1 TRIM_2 i I.. ,,I f, i I r,. 1 k I t .y i 11 ,. `. € I ':I, , `.1 - i f1 ))I - E I I, 0" TRIM 2 I 11 ,1 1 t t ,. ' ; . ;( „ I I 8 GUTEND R 1 TRIM_2 . , ` v I t - I.I p I ]. , .,.,: Y , , .,.. , , ,°' ::..I ''r.,:I , .. . "� ii'. is i .L. I I 9 CORBOX R 1 0 TRIM_2 'J I . » I I: c I-,1 .I f: , r s „ r: I 3 TRIM 8 I , _ 10 R JAMB 7 x,. , Z _, , ......., , ...�.,I�, „ P 1 1 I , i t. ,'i 11 R HEADDR 3 —3 TRIM_61 I < ,III I , 4 > » I ,, I_ , 13 CT8 10 1 TRIM-1 L ; I .: 1 ..i 11, :- I' ,I :., I J 1. I. t t. t r — a; 3 TRIM 8 a:, i I 14 R JAMB 10 t , , ,. 1 9:_ 0 0 TRIM_10 , {, I t , .I I 15 CT8 1 I I I . r L ,,, I . ,:; : I I I I ,L J 1 I . . ,I RI 61 I_, k� _ I 16 R HEADDR 10 3 T M_ j„ ,, I I1:,,., I - - = = - 11 .., I , �. 1 f.l , I = - _ _ = _ = _ _ = - o , f. . . '.:R :' : .I . ..... _ _ O O O O O O O O O O _ ,,. I I I a o 0 1 1 I I o 0 0 0 0 0 0 0 17 CT8 14 1 TRIM_ «, t_ Iz,I i ,, , , I , 1,1 i ,I I , o 0 0 0 0 0 0 0 f , „�: L .� 1.. I ,i :- F I I I I I I I I I I I » I ,.,I "..; o, .. I .. f _n1 : .�, ,r..�. „„ {_. 'I ,- kk „„ � I .:. ,. I ., I I i I I I I I f — TRIM 8 'I z 18 R JAMB 14 3 _ p ( ,n N N Cq -.. i I S .:, I t. . 1� ... O O t0 c0 O N c0 " N N N N N N N N N N N .i a:.,SJ a ..:3:. ,: .: , : f e r., , E SII -., I : ; 8. .<,... , 'I r ,„:. , I : ....I: 1 :'. , ::. r N N N N N N N N N N N N N N N N N ' » TRIM 10 1 a ', 1 , 19 CT8 12 —0 — 1 I r , 11 �. r I II -, <., , i., 1 20 R HEADDR 12 —3 TRIM_61 J. I <; : ;:.. 1 1:;'-.1 ! °+;I. , ,t. ,.:I I: : ,':. t -1;u 1 , I, s `:: 'r;I. `' 11 >, -i I s, r _I, i :. ;II: ^ I ul I Ir. I u 9 ' if I ;� i y ,< • I I :, I i rI� i I i I I ;i '1 r , I r 1 I @ i i I II 1 in s I ,I 9 I II I: I r r•', E I i' I p i" i II �I , s I , r.' 1 `.'... I 1 .�. , , i 1 , i I I I ' I 1 i I �, 11, I i 11 i I a, ;I 1 1 I , o ,i 1 t I I 1 1 , 'i I # I I � I t I 1 I I r1 1 1 , I t , r I r, I I , .. '1 i .; : ;, 1,:,: 1 ,11.:1 �I , III. 'I , `. , `. , r'. I I �' I II I I ,I 1 I II II E 1 r I i 3 I 1 I I IL — - - — — I — — — — — - - — — - - — . i h i I, I Ir, E i II I i I�.' :%:I I' i , F I i f i 1; 1 I q 1 , I. T. i I I I �t I 5 5s III t' I 3 P 'II I I i' I I i S t" i J 's %.I I ;� '..� + , I L I �i 1 � ' f. � � 1 i ':. 1 ��;' : .' : I �;.. ,tfi , :.. 1. '' I SIDEWALL SHEETING & TRIM. FRAME LINE A s i f II1 i I ii BR — COLOR { 'I 111, Y1 I, i , { PANELS: 26 GA. P I 1 I 1 : , i' i 1 d I':: :'1 ` ,� q1 :111 2 I 4 3 ; , I i 5 tl ! i �,�,Ilt�l I 1 I" i ' % I Q 3! Q I } t I 1��, I I L 1 #I !'I I � i:!, I :. 1 I i I.. I' 1 0 0 ` 0 0 0 J i I I I. i I yy F, III. i I i 'S .. { # x: a 5 I a 'd. tI'i 1 6 7 II i y, I ! 1 1 °i I F ! i I t 1 -i I ❑ g 1 1' ,I .: I , 1 e 91 , — — — — — 4 I I — — - - __ I I — — i I — — — — — 1 I" I i I- I `i 8 I, r 1 I, I, I r It ;I 11 I I I 11, I i i 1 I , „ I , , I I I' - .. . I L I , ,, , I II r 1 ,1 I = _ _ - - - - _ - ,_ it I , i - - - - - - - - - - - _ - - _ - _ - _ - = I I , , i , I I _ - _ _ O o 0 0 0 0 0 , l { 1 I ;, o o � � o 0 0 0 0 :I: �, , ,i:: ,. s. 1: {,; :,. I '':. Ii 1 0 0 0 0 0 0 0 0 1 I I I 1 .., 0 1' .r. ,., - I, 1 I-. ,Ile , 1 ':, , , I :l: - I _I -I _ - - - I I I 1 _ _ - io io co co m fn ! I, l ') iI F . in fn i- '': to N N N N N N N N i 1: i. - N N N N 4 :`. N N N ! I1 ( I il 1 1: I ,I ; I : 1 I i I ?I. I I 1, I I i 4 1:," I I i 4 f ��t I • i , 1: + I I l r i l f I I 5 I I { I I' I , 11 I ,I :I I II I I I I I I I f 3 1 r III= I � 3 1, t 'I it I 1 I I r t , i:i ;J I, $I o f i I I I, I o z ]. i gg I o I I E I I 1 I � g + 11 ,1 I z ., I' L I I 1 I I I I g 1 : , I I � I I I 1 I a.� L I I I 1 i :.I , .I i1 { 3 1 i z :' S I' I I`I it I :.. I11 I 1 11 1 t ` I 4 I s 1 JJI I „ o Richard T. Smith I o� I 3 # 1G I Ph-706-888-4874 I I . 1 1 Ir PE#43541 : ' iii s I I I , I; ,li I l k I 1 I 1 i f (@ 510 Lee Rd 28 i' I' '.I I !; I , I I I i "I I I I I , �� Al Salem 36874 I I , I I � 4. r 1 I I I, I I ,,, 1 1.- II 1 Z,; I I I I I 1 I I �1 I I f� I I i � t 1 i I I' I 1 1 a I I I I l J I I 1 i � I I I e J I 1 { i' 1 f I I ` I i ' I e , , 1 1 i 44 , !if,a i s ,{ I I — - - — — — �� — r� P'J 1 I' - - - - - - — - — - - — T` q,, r, , t( — I. I 1 1 T I E \ E . 1. I I'I I �! I i 'G N }i I S' 1 I O C w •\ I I (/y. I I 11 II i: #; I g I No 43547 :r2. >- { c ,l E 'i k t I I:, , c . i I:: ,., I ,, . G & TRIM: FRAME LINE E _ I { , I I I r SIDEWALL SHEETIN _ d. I I 2s GA. PBR — COLOR UCK STEEL INC. t F r., 1 1 I. I II;I = :.r (' i , � I. I PANELS. _ i f1 w li f I - •�{( lz�I 1 STATE OF 11 1 , i I i CUSTOMER: r r _ s •�a l I . iC T i I " JACKREL P. •� I 11 O l O a I, I_. 1 1 E` DTE: R i ( II , 7 - JOE1 NO: A 1, LII I V+• .. I %I= i { 1 1 1 I ';I II I REVISIONS , S I 3046 1 22 14 er /�' �E �� I III J NA I ( t r i I' IL:'.I :. ,� I a. ,: [1] LOCATION: I/1 L\® I I iil IIIIIII 1 I II ;h ATLANTIC BEACH, FL. ii 1 i [ i- , < 1 >+ ., 1:1 ., .: _.t. ;1 I -. l SCALE .S ... j, .,.,. 'r 1 s I I '. - '.+ 1.: ,:, 2 DRAWING NAME ', _ ��;: ': - 1 `: ".. 3.: I i s 1 1 I. .I i ',,I . I ., t...:. , I..:,. , x, @@ , REVIEWED I r 6 ELS & TRIM NONE a,,. . .. ':1 I in,:. t i :, , I:.. :, r, SIDEWALL PAN I l , 3:: '.,': fI 1 DRAWN BY. CHECKED BY. '+ , I a DRA I B Rrchard T Smrth at 4.33 m Jan 22 20941 #. , I ,,. I C] Y P I # I II 1 , JRD RRM '! :i 11 I PAGE 7 T , . , ;: 1 I to I' {: ,1 I I i I. I 1 1 : i 1 111 i , I I. :.I n I 1 I : '. I I + ^{ 5 I M1, ( i. 11.,,.1 i" 1 1 [ 1 f it i � k ;: 'I i1 ' y I I , I, I iJC V 11 L. I 4 8,f » » »4 8 4 I: I t• .I r I i P I G I I E ' I I I. t: j I <: II I I 2» 2„ I �'I I I'I Y,',„'',,,.IiI,�1;s,IiIg$1!iiIIiia,tII.1#fI,,d7jItId#IrrI,I�!,IIIII,h1.IIIPI! ,';".',,',t'..",,.,• I„�a.1,.>;,.,'.•.; [ilIIIIIIlIiIIIIIIIlIIII �"�I IIIIIItIIIiIIiiI1IiII,IlIIIIIII;IIIIII ”,,,,„a,3,..„..,v:":,:•,+�iIk,,;!Ii,{'IF;!ii,Ir{s','.., .!IIiIi,Ir!I11L,,{II{t,1t�1�IIiI!IIIIIfIIIIiIhiiiiIIi((II ilII;rIII'ri,I' ,:I:.:.'''.III n' �I1IIIIIIIIIII,iIIIII!IIIIIIIIIIIIliIIIIIIIIIIIII {IIIIIIIIIIIIIIIIIIIIIIII `:�,r'I?11iF!�{3i$�,1�lIIiI1„IItt!rppfiIIxiIs1�PIIiI�LIIfiIii3I�€ lIlI1'hiIi'c1itiI.:s:I'Ii1I::I,�"<:II..1 III1I1(IIIlII�1I IIiIiIiIIII,IIii rI”�, .>nIIIIIILFILIII.II�IIIfI''IIILIrIIiIIIIIIrIIII ;IIIiIiIIIIIIIII1IIIIIIIIuIIIIIliII •','', IIIII1IIIIIIII!IIi,IrIIIIIIII,,rIIIIiIIIII .IIIII1II,IIIIIIIIIIIIIIILIliIIIIIIIIIIIIIIliI ' IIIIIIIII!IIIIIIII`IiIIIII 1iIIII,IIIII1'IIIIIrtiIIIIIIIIIIIIII,IIIIiIIIII�,IIII II'11i�!�,III�II�II��III�III .:r.'..!II1ii{ijII!,I'II�!1IiI,iIjI�i,I1iiIiI,IIIIIII IIILlIIIII1ttIIII I', pIII�au5d`ta6��IIp6CIpPI�d��Ie��rIIIdi!IF+kIiiIIINIIIIIIII II,,IIIIIlIIIIIIIIIIIIIIIIIII��IIIIIIIIIII .::�YII��a;{iii�i,w!IniI;Ir,FtikiE1tr;ILi,€i€iE'ssI,i{ItF!4r,I_IL 1�II1IIIIIIt ' iIIIIIIIIIIIII(IIIIIIIIIIIIIIIIIIIIIIIIII IIf�iI ,,IiiiiiIr1II,IIl;,iii+ai,i!i,1II�1,IIIIIIIIiI ,.:. IkiIIrIIIiIII!iI{_IIICIIIILIIIIIiIiIiIIIrIfIIIIIw,Ii;I,I,,IEL iPl+I[II!II'R;tkr1.`fix{l,f{tII'If,pIlL,° iIIIIIIIIIIIiIIIIII1IIIIIIIIIIiIIII1IIIIII Iji{iIa!{i�IIIIIIIiIIIII!IIII{IIIIIIIII I III' II irIr,II,1I,I1IiI,,,IIIIIi „iiCIiIIIIIII: IIIiIiiiIIIrIc�,IIIIIIL iii!1Ii1al!1I1l."I`�1!{II{I!iij1�liiLIIniII�1II,,'11i.I1,lIII' IiIIIIIIIIIIIIIII1I(II,III,II!IIIIIc{III1iIIIII , I,i'II�I{i,;IIsilIIkLi!I;iI'IIi4IIIIiiI,,';II!I " : ' I�iiII'Iitt'IiIIiii:I�ItIIIiI, IIIIIIIIII II I':-'II:I;'._Iji!�'III,II1IIIIIIIIIItI,1iIIIIIIII II�i!,iiI; i1ifII1iIlIIIIIIIIII,IIIIIIIIIIIIII1IlIIIII!IIIIIIi : 'IIII II I r 'II IIIIIiI II IIiI� r I�ILIII, wi,IIII i I H 1 1 /2” @ E O W S� @ [t7 - . LAP AP �'. ( �G S SCREW CREW 1411 II 12 SCREW SDE AP VE STRUT All LAP SCREW DETAIL AT PANEL END 30' O.C. DETAIL AT HEADER /SILL DETAIL AT PARTIALWALL 12” 12" LAP SCREW 12 SCREW-- S EE CREW— SEE DE_TAILS FOR LAYOUT) �12 SCREW SDELAP GRT iDETAIL AT INTERIOR OF PANEL BASE SUPPORT, I PANEL END �'IT INSIDE CLOSURES Richard TiIN •1DE1 Smith (OPTIONAL) mifh(OPTIONAL) Ph-706-888-08. 7Pt1•4PE#43541 510 Lee Rd 28 1 Salem AL 3687/ 1 at, 4 SLAB 1 N nod, No 43547 NOTES: AwlMETAL SHAVINGS MUST BE SWEPT FROM THE ROOF EACH DAY BU DURING ERECTION TO PREVENT SURFACE RUSTING. CK STEEL INC. TATE OF CUSTOMER: JACKREL —TO_ JOB NO. DATE: 0#12 SCREWS ARE USED TO ATTACH THE PANEL TOTHE PURLINS: 14 LAP SCREWS ARE USED AT THE PANEL REVISIONS 1 22 143046 NTS. ALL FASTENERS ARE SELF DRILLING PANEL ATTACHMELocAnoN.ATLANTIC BEACH FL. , T.s\•, $s .P�r— r IIIiIIIiIIiIiI,IIIIIIII�,.IIIIIIIIII'I',II',III ,iIII 'tI IIIIII IIIII�IIIIIjliIIIliIIIIliIIIII�IIIIIII SCALE. :. ..,...�::.,.�:. •„ ..:..: ... ,. (. :I �. , � I '.. : i :�;.. I, [21 DRAWING NAME. SIDEWALL PANEL DETAILS NONE RVWD ',< I I 1 � DRAWN BY: CHECKED BY: .. ... .. ,.. ,. „. : I -r•.. _ DRAWING NO. [3] B Richard Y T Smith at 4.33 m,Jan 22.2014 I I P ? , ❑ PAGE 7.1 JRD RRM I I I: s I I I II flLI I:, 2 I � 1 I ,! . . I ! 1 11 I 11 III TRIM TABLE 11 :11 I ' I ,I I I FRAME LINE 1 & 5 p i i { I ,, 1 II€, Y I I OID PART LENGTH DETAIL w ., , fI } I I ,, I ., L, I 1 FL-73 20 0 TRIM 9 ,t, t I"1 L. III G' I. , II,'II �1lil ,, h s ; ii I,;! 11 E D C — ,,; � 1 # , , , , , � 1 f ,,: I Id L , , I i 1 ) 2 0 S CORN 20 3 TRIM 5 I I, .Ir. :.s..I ,, ,1,.1 1 I, II. w I,. k I#., r 1 ! / — . I ,', . Y. :1 . I. E t 1 .,., va ,.:... r r.'.,: r , t.. , ui ' n 1 I , Q Q 3 S CO I i 4 I I 0 RN 6 —2 TRIM 5 d. I — I,. , t : i. I„:: ,,r 1 b .. �e ,{ 1 I., ,: i,. ff,{I,. I' 1I 1 - -.s,:,: I I! ' s,.. to ,n 111 ;, '. i.. '2 F I I F;. i ,I. ;[ i ;iV.a 'i — 1 I I �I I } , 4 RAKE TRM 20' 3" TRIM 3 1, ti ! I Q1" e 1_ — . I I= 5 RAKE T , Ik1 ;1 t ,: iJ RM 14'-2" TRIM 3 I I 1 I 12 f ( 1 12 a — I 4 5 `� �/ ! ;IL 1 1 r 6 PEAK BOX 1 —4 TRIM r., I I 1 S'L I 1. l'. Ila l i I I I ,i , l II r 'i . .a:.l p1111 .I 1 a `1 � , , I: ; a' I , I ( Ii. '.1 'll I . ;,' I I I 7 ,:, { 4,1..1 1 ! ,, II'. I 2I 41 I 1 I . •k i rl , I ,r 4 I ! , 1 i I' I „ , I iiirl I r , t , a ; i -i ( k I�.:. F1L:.' 'i IS 1 1 t IIII 1 I :, ;!I 1 I 5 't " $ 1 . s., ! ,:I I !1 I r ,I I I I I' I 4 I I 1 +n' 1 { i I „ I. i, II I I I 1 I I I I; a i I I n i" i' II 1 I II k k t I 'I 11 * .:. y ,. 1" i t.. 'il �, I ,.!i ..� 'r ,'. ', „i. r I 1 ':c ,. . �I I :I ;1 I I 11 J I l I i I ;I V I 1:1. 1 I 1 1 I I 3 Ii' 1 I ;'I `I I 1 I I I I i 1 I I 1` 1 I;. ,I i Ii �! I I I I' I ' I i 8 I I } 3 ,I' � I I i I I 11 I' I 'i { 1' I �., I I I a I' '! I I `sia ! 1 "I l I i, I 1'. II'.c I - Ir I r1 I 1 , 1 4 i I 1 r I ! I I ,I r: f... .;II . ..::.I r.-: 11. 1;,.. : ,I,. I '.I = - _ = o o x : - I n d t ,, ", I _ : o n n d o I 1: .: :, ., 1:' :r. t ..i - 1: ,: I, ,.• Is :': 11. d- n 1 I _ I I _ I I I re. I ,L. , r., ,,: 1' +, �: : 1 I I I _ _ _ ro ro Ib ao eo 0o ao .,.. _.a. , , o, .. r i r- I. I _ y �.,- : : ,I, r I I.,!,. , .I , I: 2 - n n n n N N I r .I,; t .. 3:.. .:.. ,1 I i ,1 ( s: p:. I.I. 1. 1: N N N N N N c0 ,: 1 I.:. .I , ,.,,, I tDl c0 cD t0 N N N N N t0 t0 t0 :1, I =5 I :I'I, 1, I 1 I,'. ':K I I..I : N N N N N N rl N � ' .l : 1: ,III. I i. N N N 1: I: { 1 I 1 I I i 5'I' I I r , , ,q I I'�I "I If.l I I r1 I 1 I "Ii I ci I : II !, IF 1 �I rl 1 I 1 II 4 I I 7 i iI!: I I f. I 1 I i 1 I i 1 I i� I rl I 1 i S#' f ` I I I I 1111. 311 i I E I I I I II , 1 + r .� r ,l I I ` { I I I I I 1 I I 1 1 ,E 1 k I I,. 'ra; 1 , + r 1 I ,.. 1 ;I ii.l I I , I lJ{ I r' L -- — - - - - — — - - — — I I 1 I I I `I I — U Li — 1 i { i I' 1 I hl I I I !' 1 I I C 1' I I I' I I ', I I : I; 1 h I 1 11 4' I 1 ," I I I I' I i i , I �I 7': I I Y III 4 .1 E I I f r I I, i r' I (' i= I' 1 1 1 � it 11. r I , I 1' 9,. I ,{ I f I I 1' '! I : i I I , il, I I � � 1 I 1� I :I I A ; , '" !': ! ENDWALL SHEETING & TRIM: FRAME LINE 1 $ IF' I I , I' t ill II I'.: I , I ,I s1 I'I t r'L. r ' • ' I f C PANELS: 26 GA. PBR COLOR rr I ! J I t J.: I 1 ; ,I 1 �': :I I I, III+ 1' 1 l 1 ' I A B C D E � 11 r 11 � fl z i. I 'I r I , �I' p i I �I �� 1{ I 'a I I i 1 'I { 1 I <1 I I I Q Q I ,i I I 1 I I Ila { t 4 I I 1' I 1 1 I 11 11 , C i I 1 1, } 1 { 1 I I d I� 1 I 1` ! I I I i �� 6 , 1 11� r f I O i r14 I i + i I „ ;: I :, I I:- k " , ,; II I j, p 1 ,.t 'I I # 1 - 12 12 I ,,t , I I (tl. I 1 4 5 Q 4 5 I I #.. II' i, 1 1i .p,. w S': I I I J i G ! # k i p ! '..l( `+ I I I I' I I i I I 'I I r I , t 'I! 7. 4 !' 3� i 1111 i ,' I'.i.. I , r 11 ' I 1 I I I f ;I , II I I 'I I i'= I' 1 t i II I ! ilr I I I f �� ff I (' ) I', 1 I 1 I I _1 I" 1 '.i'i ',I 1' i I i 1 I I i 1 1 'I ,I i( al I I; .I",... § f `h I I I `'1 , I I r I, I I 1 ! I I P J ! I i" I. I I I i, I1 I Y 1 I I. X11' I I I I 1 I 1 I I Ji, i I1 I i 1' I I f f I _ I I ur P 1 I f 1 i p L I Il' 1 I I r i I I I 1 O O , , . I II I , , o PY , 6 I = o n I i - I 3 , : ,, _..:I , _. r. L.,, sl .., 4 �I �I d- n `fi I I _I "I I _I 1 # e s �, i I r,... .... r I, I_ .I. .1 I L. I: : :. n t:'I: ... r.. 1 I I - - m - ,., I I I o0 o w oa 0o C0 z 4 ;.: { ,I,, „. _I; 1 I. ,_;t ,. 'J ,,. 2 _ _ n n n n N N n n n n .'I I , ( v I. l r 11. k r..: :: P. i {. I I I I cp N N N N N N p0 a0 to E. ,, -I. ., ,: i. ., ,.I .I':'.I I :.. .t I I'-'. I'. * .. 10 cD N N N N N N N N « '..:, I ,.:. '., r. F, ,. r i 1:' k,:.: I. ;.P t I. , 1,� r N N N N x I 7 C 1 1 A II I t " it 1 11 1 1 I :,,i 'I':P t I N N N N 1 1 'I I t 1 1 i I I I d i I i I I �, , 4 I I I ( I 11 I r1 I � , 1 I I I t , 1 i I ! I I 1 I i rl I , k i , 'I r l !; t 'I I I I � 4 Ali � � I I I Richard r T. Smith .r 1 I I � ! I I c a d S f 4 1, 1 ff ,1, I i I ' i ,;-1 I i , i ,[ ',. 'Ir , r I.. , Ph-706-888-4874 I, ,, 1 I : 1 1 1 I I PE#43541 3 t I 3 I I'II': II `t 1 II l I'tJ ,i I I 11; 1 I ( I I I 510 Lee Rd 281 11 1 l , I:.. ,t I.. x l f L — — i I LI — — — — — I 1 11 Salem AL 36874 Y J, i 11 ! , !I ,I i 1 I Ii,..' " .I 1I J. I I �" I I I 1.... t f i'. I ': �� J7 1 j O 1 '.I r I I,f I' I I 1 f s ' v p. j 7 I'fI # �A �� y III"Ir, 1 ( , ! 1 I I,, r o�" PSD T S '�. I` 1 I' i L. �l 1 ., I� , 1 :I I I " .IF ` I .••— I I 1 LINE 5 . G . T I .,.SI .; , , I,.111 1 :, ,''L, r 11. ', , I : 1 : , , I' ENDWALL SHEETING & TRIM. FRAME % x , GENS . . : I I I ! 1I 11 1 �� '.'Y ` I" I 'Li'. I'' I ` PANELS: 26 GA. PBR – COLOR a 3:� ( i � i # I al I� 1 41 I' ',Li I: ♦ � r I 11 No 43547 I � 1i 1 ' I ii ,1; i l is I r 4 ! ' 1 I I I 1; II I I I a sI 1 I I> 1 �+ { , t I Y I1 1 4 1 I n I I I 11� I C I I BUCK STEEL IN I 1 �! I ir, 5. , r I �� I,, } I i I t 1� , I I I' I I I� I 1 .III ;'L. i I r � , # I �I I, STATE OF ! III ' 1111: 1 CUSTOMER: _ 'k 1 1 I I I ♦ �� ti I r 11 I II I'. .. T a I I' I I 1':. i JACKREL , I:' I .< a I O 1 R >1 ,'i f I 1 1 JOB N0: DATE: I I;: II 1 I I r I, ,I I iI ♦ Ll 0 I 1, I �`, i I I a 'S 0 6 '� REVISIONS s S ��N s 11 : I 1 3046 1 22 14 / ,I , .I I I . N A �� C" , LOCATION: � � �Ulilil x sl I ATLANTIC BEACH F L. ;�, ,, I, I ,. '..,.. I I. t -:. p. .,; t I,. _, '.i' { 1 1': 2 DRAWING NAME SCALE. ,,.„ 1 , , I 1 I , I11 I 1 1 � 1 ,jt�7 ; ! 11 I '.,- :L I t .III. L. ', . I REVIEWED ! I I , ,. ENDWALL PANELS & TRIM NONE ,;, 1 1 I I ,.�..I -' ,; :.,. .I. ,, . 1 I. • € ,1., 1 '.. I'II ', :. 3 DRAWING NG. DRAWN BY. CHECKED BY. B Richard T Smith at 4:33> Rt n 22 2. :14 s' [ ] Y P_,Jan t) ,,i I PAGE 8 JRD RRM .t, i ,i I il' 1 ;, 1 �,� .111 I'. ' t I :. 1. :V 1r I .,t I ... 'I'I. , I, ' lid:. 11':. : 1, t i t, 1 I� ! I I1. I ! I {i' I ! I' 'I' I 'r ^` :I 1 t I 1 I i I!. 11 I _.. I I ' I I , � I I � , I I I I I I � � EP ,I { x. q il. I I { gg } i tl II RAKE SUPPORT I, x,a a , III,.:.I, :, 1 I • I I ,,!I . , _ i 2„ 2„ 2» 2» 2„ 2„ I' , , t a n I LAP SCREW Y I 1 1.' @ lI 115.) i' fl i 1' I i 4�. I : I I ,L I , I I I i I1 1 I li I r I I 11 {{ I 's; I t I II 1 a I k , I c II i # 1 t 1 I. I I I I }t I 1 I I I t I I , c ,;.Ic k I , .. 1 r;,.. a..�..r' L_ ,..: ,• 1 I .f. r ' r, ,;';.,; ,,:,, I , , I. . :.:, , I:.,; ., '- :. I'.: ':,, i :: I ,,; ,.'{.:' €{ i gq ° , a„ p:, pl !' I 1I II I !: 1 v; Il s. rill s I,., ,. I I. I 1 ,, I 16 f F L:I 1. is 1 I I�^, I I r f I , , I1 I. 1 , p ,:1 , I i I, { . ;4 , 12 SCREW SIDE LAP t II � III � I I I I I I V 161 I p 1 � 11 I' I I I; I pgg s� 11 I U '1 I m I plI I u I I I 1 I( 5'I II 1 'k1 `I I I � f I , i P , III � I 1r1111F` iI I IIII 11 II I( r �2 ETAIL AT PANEL END 11 (30 0.C.)SCREW I 1 I I I ; I I I , , s i f Ii I h i 1 III I'. I DETAIL AT HEADER SILL , I 4 i i s i i i i• I , I, ( i'" i i ` I I': I :{ DETAIL AT PARTIAL WALL I , i I I I I, 1 t3$$ q I I �I h I I I i 1 { 1 I I I V I I I (. k , I I I 5: I ( I I 11 I I II, I , I I I LI I , r I , I I Ii 12' 12" , i I S` Ii d. of I {{ i I 1` I I I li I I � III i I 1 I e I IS' I I kI { LAP SCREW L 1 I: •. I SII i F I i' I 3• Y, I I I 1 'I h I, I i' I i �' II E I I I" II i 1 1 r; I , I � I I I I .1 I' I I; g I 1 i II I I I ! , I ' I t, • , t .,tt ' ,. II I i ' k ; 12 SCREW I SEE DETAILS FOR LAYOUT ( ) ,1. 1 I �I r Ii i• I I u,:. 4 r, I FI I I I _ I I I i I I I I' X11 II I I I .1" 1 i I I 1 I I' II Y 3 1 I !. I i 11� I: i I12 SCREW SUE LAP 1 FI I I I hGIRT city , I , 11 I II i I , t 1 111 l gg , :2" I 1 , S I ( , I' I DETAIL AT INTERIOR OF PANEL hT i h I `i II' I `1 I I I S � , { i III I si i I I I VI 3c:1• fI Irii l I1 iI IIII I'•''Ii.''`IhTURN: I II l I1 I II 1 I1I III !I III � BASE SUPPORT CHI! I I ' I r t i I I IP i I I I I 1 1 3 , , i ,�{„I�,. �':h > I I T ,. iI I IIi{, 1I, s,:I'.;!:{II !III'lIi:II I 1II'• 1 I I I: II�I II �n - 1I1 I1I 1I , I i iI INSID PANEL END WITH E CLOSURES Richard tSmith , (OPTIONAL) Pn-jos-aaa-aa7aPE#43541 Ie I I I I l I I 510 Lee Rd 28 1 I1 I I �I I I II I i I,I Salem AL �6�7 I SLAB tt4 a9r I y t q I I i' 1 fi I I 1 j`tf( I 1 ♦ 1 I , f I e R r I 3 r 1 I I I B I I { 1 I r I s 61 II II 1 1 / .• , I I t ,,, ,:,I ,, :. f.. ;.' Ipl I ,. I :', :. ' I'I ..... ..: s I '.s :.I:. ) � � '., ,. I 1 f ''.,! �• °•C•^;• ,A' '•�O LL rY s• T I (' V �. •� i Fps, I 0 0 i ,! , I is a I E ' I , 1 I _ I I I I n, No 43547 I r; I I I I I I l 9 P y Y I i 111 1 I v I i I 1 1 ( , , RM ; 1 II II I 4 I 11I 1I �I I I 1 Ii fi I 1I ! 1 Iii 1 czNOTES: BUCK STEEL, INC. STATE OF :tU: _ I uw3 . 1 METAL SHAVINGS MUST BE SWEPT FROM THE ROOF EACH DAY CUSTOMER:% n T Q DURING ERECTION TO PREVENT SURFACE RUSTING. JACKREL ,(� •,< O .• ��', JOB NO: DATE: / .... V- ♦ '. S _ S,Ih ( r C � C1/22Z14l3 REVISIONS (, I 2 12 _CREWS ARE USED TO AT THE PANEL f0 THE 3046 OfyA� ♦♦ I.' ( 11 1�t t♦♦ _ [,] LICAT11 f 11118 t PURLINS. 14 LAP SCREWS ARE USED AT THE PANEL TO � ATLANTIC BEACH FL. DRAWING NAME. PANEL. ATTACHMENTS. ALL FASTENERS ARE SELF DRILLING. z h - RFVI kfl` ENDWALL PANEL DETAILS NONE DRAWN CHECKED ev. B Richard TSmith at m,, lan 22 2094: PAGE 8.1 JRDORAYING NO: RRM I” , 1 :1 I I I a i Hill I I I II $I r I , 4 I : , "s:t, i t I ! I I',.I, i;; t 1` i , •,� s I re is I i I , I If Y i 1 I I t { s 1 I ,1 I a I I f I I I I I I i I I 1 I I , St ! V I I I i I: Iw s: IE 1 I I , I'i I i L I a II 31; I I I 3 I I I i I I � I I,II II 11 I Q I t P: F�@4n€i,II,c�:~`•i:'d'�'.?^I'''.[�:':.a III1IItiii,lI)I1IIIii'I°`,I,I``I4,1,,A1I II Ii!riIIi}IIt1lIIdIIIIIIII1i , •^:. ,€I•IIrI.: I Iit I I I . It III.IIi'4 .:. IIrI [�kIiizI�I{ItIr;11II,tiiIri,t,I`III '-:a'i1f1I1 IIIIiIIIIiiiIIIIIII(IiII(I(IIIIIIII _ ,,1fiiwfIIiitIIi,'I II III .:.''II:.L4,IIiIIIp}!IIIPI!III1LIIII 1 "'II a11ii,IiIIi :. JrIIIIIIIIIIIIII„1f11Ic DO IIIIII uMMOINSTALL GUTTER WITH INSTALL GUTTER WITDAH SIDE E CE PERPENDICULAR❑UTSIDE FACE PERPENDICULAR ❑UT TO THE GROUND. TO THE ROOF. I nn Richard L ,»T .Smith PE m .T ,1 L ,S Oi, f Er�h PE#43547 Ph-706-888-4874 pill Aa 510 Lee Rd 28 t •G1 Salem AL, 368` 1♦• ' ,4" + . . GUTTER I ❑ UTASTI ❑ DETAI RS ♦G • . � • GE No 43547 BUCK STEEL, INC. STATE OF CUSTOMERJACKREL 3046 1/22/14 JOB N0: REVISIONSO N A ♦T� G� ,• •��•`,��',.e/C• � we � - : IIIII�IIII,,,.IIIIIIIIIiIIII,L.IIII SI'IIIIIIIIIIIIIIIIIIIII�IIIIIIIIII ♦♦ I I ' Ili II I i # I I 1' 1 I ,1 I II I I I I _ I I ! w4 ATLANTIC BEACH FL. DRAWING NAME SALE[2] :REVIE ` , . GUTTER INSTALLATION DETAIL NONE ..W ., I II B Richard T S � at 4.33 m Jan22 2014 l DRAW B c ECKED B. Y m th P DRAWING NO. N Y. H Y � I - ❑ J PAGE 9 RD RRM 1 i , I +r i LJ 1 „ Ad L , I k , ,, I I h;I III I `'I I1' I I ;r i ( INSULATION TABLE k 11 r N E I, { 1 s 11 11 .; ,; , 'L r ROOF PLAN I 1 86'-0"OUT—TO—OUT OF STEEL it 11 i {I w I'I 1 � ' a I I„ i QUAN MARK WIDTH LENGTH r. I }, as i 6 i` ` tlt�, i i,,. r ,.: f 'e � :'. I t s. 1 I , ': I :.% , k i s €', ,I I, I 3 4 e 2 �a.i " ,, " s I I I- F 1I a 11 1 I. 6. 1 j t. I ! , 13 RI-2 6 —0 71'—O" • I I u — — a , — — 22' o" 1' t tl'i„ 1 11 :ala I f 21' 0" 22' 0" 2 0" j ,,I 11 I^ I I III' I all : �. I { I } p':i ti.. 1 I I' 'II: I 1 :31 1: i g 3 . 1, k I" . 1 ,I : : 1. , i1, B C ,I ,1 i.a1 d IM I 'P :I :: ' I :,III ?`I I II 1 I.< L :r 1 I,.. 4, I 1 ,I I Id I ! I a ; s `'Ir I I I'1 I ! I } I I! i I, ,L, •1 i'" I i I I —— — 1 I — — — —— —— —— — — —— — — — — i I; , I ff i — —— — — I L I„I :t l I, 6 ilI i I I 'I 7 fi:� 3 IPI I 1 ` I 1 ( '.1' i I r 6 I_ I I.. 1:4 1 i i 11 11: �' I ;I I I 1 I I' 1 I I I. I 1f 'i ,, i' k 1 I I 1 I f ,, I FI ( I , z,a „ I< i I, t i { 1 E I I'1 1 '.. I I I I li I 1 I I i } I f l'- I I ;l i L u 1' I , lil, 4 I II a II I ! s 7 i1 I II: 1 I <I i I I ! I .-., I 1 i fl t 1 1 k- I r c 1 is :.I. II I - i I I 1 I I if I I f u 1 'il I d L (r I 11 � I 1 I'' � I I 3 t { 1 1{ I N a i � I I i i` 1 L 1 l i I 4' I I M i w I [ I C' 3': 1 I 1 Ir " v °, l`. 11 {, r I is 1. 11; f' I r t ',-:I 1 i I ,S I I I { I L� § I f � o k I I S, I 3= I'., i I I I I i I I I )j 1, I. I:' 1 I r ^ r i 1 I: , , I p I $ I 1 I I i i �: I I Y :I}': i � 1 r I (' :I (:. ,:. I - LL { I, ) 1 i t 3 I j i , r I I.. ''lf: I 4 1 1 0 1 f,._. I I,i I: 1 f { f I K j I I ' :.I. I. , yy I, i :' 1 'II.:I '.. `. ,.I. :n.. f.. I„ I is .,. 1 _ , ) 1 1 I I } ::1, 1'.. ii, {I III:. :: I i ':1 I�,: is { I '.i, = 'I ( :( I.. S II. III ; t:' 1 I ( ..: G : I I; I �� I 1 I I� I I 1' I I I I �I I I: 1 t i I n' I 1 1 f I I I I t: 11 II I I [11 II I SEI 1 „ y t , I', f )} f ,, t S { 3i I 'f I I' q I 1 I. I: a 1 d ( �h I L�I I , I , , , , I ,,. .� r I'; :' III - N N N N N N N N N N N 'N N ,.}' -I( I '. @ +...I, it I,r. 1 I I I I I I I. I I I I I .I I ,' 1:: 1 I r I I:. :II �:.�. . Ir ,: ,. -- — — — — — — - — — — — I.... I 1...11. 1 1 I cC � F 5E CK of E Y Of I 111 I t: I I - - ii,I, � is i I i ''... 1 , ,r: I; I I s, ki, I r I I I I I I I I I 0 0 0 1 I ,:'1 f ,p.I 1 I.I I I I I I i I I I I I I ", " "i.I 1 } li.' e r.,. s.r d,. •' I 6 . , `, n n n n n ,;, ,} I d:.. :I i (I { 6 f.. : t. I n n f� n n n I 41'..( I f 11 C i•,I 11 11: i III I' I 1 iI cl I 11 I Ii. I I E I'. i i I I Ir I I .I 1 I i 1' 1 1 I. I II I I I iil' 1 1 ; , I11 L :.1 k1 I. r, t.. is • J I il: t i I' 1 I II I''� i i'': k �: I I I I. I 1 e I I I� I i� i I I I I' �1 I I` I 1 i- I v I. I i 1 I I I I' 3 1 f l� { i. I I; I 11 !� I'. 1 I i.'. Ii i. . ik , C fl,.,l ' l:'i I 11 } _P I I .I 1 d i' 1 . a k I I I M 11 f 41. I K !I I I I s I �! �I I I ii I� I I I Lt I, w I i I I I I II 1 1 U I 1 is i it i I I { I : ,I !. r i.: ! °I I.� r1: � I Q } I I a i O 1 I 1 I � pp f f t :t {{ I i I t { N 1 I 1 ii I' i I" I M I f I, ':l 0 is , E r O f I Ll 1, .i 3� II � 1 O i, , 1 �• r s l pi 1` r: as a ,d ( I J L I 1 ) it 1 Z I 111 ') (, I I h Smith i' I a Richard T. Sm t 1 4. 7 {{ i I I I 1 :Il f PE#43547 Ph-706-888-4874 .� { I , rt'i ''1111 . I. I ;f I 1 '.;.I, ;I. l 510 Lee Rd 281 I { II j i I 1' I iC i ii, k I i' ! : _I Sa em AL 368 111�i, 4 i''' i. i I I I 'd I I, I I, i I c1 1, I I ,; 1 I t:�r� o I, I I ti s , `I ! .' I :: I, I_, I III i � i) 1 1. a I [ I I I r `I Ni T R 1 -- - - — - - - - — - - — - - — — — S I 11 I lI A — — — - - ,, P , ',r f �t I 4 I I i ! I . G . E il: 4 1 1'' { /' ✓ I I I , CEN + f 1 I `� ' IIll r I * .� { 2�. 'S s10, I1 F' L I I` t I I 1 I1 I. I 1 I 1 E' I t i ; II No 43547 ,I I ,i I Illi' I { I I I � d 1 I. + �/� :'l 1 R❑❑F INSULATI❑N 11 I �I i I II , ,i 1, " 1 b I, INSULATIUNt 4,00' Thfc{< RE - 'l ',l ;'4 I I I I f! :.. , h 9 E i Ik ,/ :'� I I I t /�}- I i Y •�L a BUCK STEEL INC. I f l , °i Ii ,1 1 I f` I /�' I I STATE OF '�u }.'. it FI I'�' , 'r 1 1 l , CUSTOMER: ,,. '•`V I: I I _ �t T° F, 1 r '�' ii�{ JACKREL €' i L p 1 ' 41 : I ' r ;. E ,I I 1 F aR �, c� .® a-: I, j JOB N0: DATE: ♦ S .,.. l 1 > I n 1 1 1: i 1 I S+ 1Y. =li 11 REVISIONS / E 1 s I 3046 1 22 14 , 4NAL %+ 4 >� e j:.l 1.. i». d I - 1 LOCATION: f i I C 1 iI11li1 I , d I I ; ' it L': 'l I ATLANTIC BEACH FL. .. 1 . .. ., .., 1 {y _.I 1 ,,. . . 11.1 1 DRAWING NAME SCALE. _ .; i ,11.1 - I I .. , I y ._.I':. REVIEWED : , 1 . , , I f Y T , f �: , i I INSULATION LA OU NONE I B rd T S m`-Jan 22 '2094 r... :,.. :.. I.., -_;: , I ,:.,f , 1 1,... 3 DRAWING N0. DRAWN er. crlEcl<ED BY. Y Richard Smith at 4.33 A_.,.. a , 11 , , I i 1 I C 1 3; " 1 :f f I ,.,.. I:.l. , I I: 1 l N { I ,: 1,11 PAGE 10 JRD RRM { 11 I I . I { i I p m E I t I I• [ 1 I it I , * 4 ! , i 3 I I I.! 9 , i 1 a,; INSULATION TABLE ., ,! , 11I'I'' I I FRAME LINE 1 A 5 E #' 1 i' f :., 91 ;j+ I 1 1 i I.(, r „ N , : [ L, i ,,,, i QUAN MARK WIDTH LENGTH „,f 1 , 1,.. f I ,; ;i,'Y;' u ,l s ,. 4 #.. "II,1 I '� I "I;I q „: s � k I f. II 1, ,! ' ...I 4, ! — ss :! I I S (' I i 4 WI 1 4' 0" 27' 0" , , _ i': R i. Il :L 'a.l ":i , .' , 1 I i. ,i r : , 1 I — — 11 : s i I I 4 WI-2 4' 0" 28' 0" I L I , I ,, ;I 1 I l ,I li,I ff ,I , ' I, I 1 WI-3 6'-0" 13'-0" 4s : I n ria. 7 I I:! , L, , ,; 11h r q, j; ` s c { 4 6' 0" 17' 0' r I` 1 WI I I I I f. ,,, , i I I. I s I 24 WI 5 6' 0" 27' 0" I I I II I 'I I I I II I i i ;. I I p I k' { , ,S :i 3 ,,,., .: , I I.I. , P, I =: , I 'I I ,. I I E D C B A — — — I 1 '€ 8 WI 7 64 WI-6 ' 0" 29' 0" ;, I 11 ;' ! Q 1 ! i Q — — — : Q Q Q Q I 8 WI 8 6' 0" 30' 0" I I I I 12 1 2 3 4 5 I 11 12 _ _ i 1I _ ', .Ili, r�I, — ,. f _ I _ Q I I Q I 1 I � I l Q Q I I. I c I I Q I I' _ I I I i I I 1 I � I I: I � " I ' I , a , I i I I I r I 11 I J I I', , I I I 1 I 1' f: I I (I I ,;i I 11 :r Ia , ii I A'i f': i 14,1 : I1 : I l" 1 j,h I i7 L: I[ I I,. :ILL' c '.:: 1` I ^W I!I n (.' I r A n a, ,,;,:. , : , . 'r I 1,,1 i III , "r 1_, • I ,III,'' ,i:. ,:: " , I! I ;=i.'- ,-. :. , ., f."... , - i.. - :. r:, , - r 1. , N I I N ,n sn sn ,n uI �. .I ^ .I . ... .. ,I ,. t: ,..,:, .... ;...: '::i ,,. I I — — _ I sn sn yr u� rn ,n " ..:,. I 1 ,., ; r...: 1 ,. I:; ',I '.. : I I I — — I I I I I I I I 1 u.. , r II,.. , ... ,I ,:.,;. , I t. ., , , ; : 1 ;. .I ;' I { 11 3 �. - `. 3 3 3 3 3 3 3 3 3 3 3 ,. I, I ', ;:; 1{ , s tII: a „r I, ,:,, �., V :i 1.,, ' ..LI. r ' '.I ;II '.;I 1 ,I ,' - z _ _ .� z I ..� ,�i,:l L, j p WI :I, 1. i - - o o - , o _ _ _ 4,,. : .. , �. O I 1 — _ I O O O O O O U O O O O O O O o O I ,.,._.,, I II,. , I” .: : _., .,: ! L. , 1 _ — 0 0 0 0 - _ I I 1 I I I I I I I I I I i I{. .. , ., :I :,�, a ,,'. f::,. tl i'. [ is ,., „ 3 11 1 I,; I! R I W i7 M M M � 00 n 4 7f a ", I 3 N N h n n n h h n n h h n n n n ILII I I,. I , , « N N N N N N N N N N I.'. ' € N N _ N N N N N N N ,, i 'i. I i ` I, r I I II I I I ] I� I I I i 11 I s f I r I I I I" I I> 1 I� , I i I I I r r� � �, : I LI . I 11 � � � I r� I:. '':I 1 I" 1 'I I'. t I t I' I I ] I I , „ + I i I, 1. # 1 . (i 1 II 1 1 II I I 1 t l { `t , I I :i I' I € r : L 1` 1 I ., r, I, I I � i ! I I 1 II` i I I Ii I I ? ; i ,. SII " 1 {.., , 1 I', I'll '.I. !. t i I!. 1 ; ; , I LINE 1 SIDEWALL INSULATION: FRAME LINE A d ( I ENDWALL INSULATION. FRAME N , € 1 :, ,, , I "4 I r,'' INSULATION. 4.00 Thick E ,, ! I1 ! , 1 INSULATION. 4.00 Thick RE R I; iI II :l ,) , ', lip 1` "I' ,1,3 I I i ,r 1 I . ! 1 II I ( 1 I:. 6. I I: i ii 1" t i , I I > I it , i R I I III I ;::', a 1 I I ( I'I 1 !�i I I I ,I i ,I I r' i 'I I I I r 1� i I 1 � I:,` I „III i � i I I I 1 ,' i it 4 t 1 I Ij I: 1 I I r ( , s I I I i I :I, r I € ''I. i IP I I tl I I I 3 I I I' I' (i !: I�j I , , 1 , 3' .I i I I 'I r . s I I Ii I 1 I I. I I 1 r es# e C �.I 'i ,` 11 i I r I �I s r i r.l I I I I 11 1 I 1 i I i. . ! I I I i I ill II I , ,' N+ I i i' 1 1. I , 3 I 1 �', I I ;. I I I � 1 'I I t ! !I 11 i i i � I I I 1 I 1 1 i I i „ I , I I �. I i I I I ,1 I , I I I I i I 1 t I! I I I` 1 1 ,:.1 I I „ , I , T III � : a !I 1 3 t { SII r l 'I I ! iI I` 7 I s, 7 I I I; a f 11 i .e ac III 1 I t i I I I I i I ,, I I I 1 I , i I s I ! ! 1 I I" I' i I I i f' A B C D T I 4. II 1 I �: I I r 1 I: I I I I' 1 1 I `I I l I I I I I 1 I I 1 1" 1" I I i 1 OI OI i I I� 11 E I !I 11 4 G s 1 � 5 2 1 ; � 11i I 1 I I 1z 12 I i 11 r I 1 , , ,3 , I:; l�: III. s II '! :, a, ,: 1: I 11i I � ! ; � I i: �1, , , i {. I _ - — ,, I ;, Q Q Q Q Q l I — — 1 I ( I1; 'I :!I1 _ I ii' u. ,SI , I F.: I :, ''.. i I ,I I', I , LI 1. • ,' S f , n n n M n u7 i ui n nI : , , . , ...A; if ;', , '„ , P'I ,.;. , f , 1 : I � I I I I I I I I I I I I I i ,. i t , I 1 , .: — I , I I I 3 3 3 3 3 3 3 3 3 3 3 3 3 3 I s z z z z z z z z i. ,.,1.. rr. , „ , :F-i 1 1II LII ',I I 1 , ;: .-. �-. I z z _ +'.I, 1. ! I I:'. O O O O O O O O O O O O O O } "I III , I ,:'. . , '.I i:.; ., , . .L. , i' h n �. I 1 I I I I I I I I 1 I I I 1 ii 'I+,. -:,. '].: I'. I ,`'.,;.. : .: : , r',L1 I, I , c. m n ( i n eo - - - - - e ,I,. ,. 1 �'�,' , :,,:; , I 1 I •.: p... '' , N 1 I — — I I N n n n n n ro n n h n n i� li •,,4 , 1; ,I 1 , is :., I l :.::a , I — — — — 1 n h h i{{ N '1 ii ,...; " 'j .,.. a =I I,. + .. ,.s , , : , .: , : : — 2� ?, — I N N N N N N N N N N N N ,p .I. III , I. . I k 4:' # ; -� — � ,1 ;t 3 3 (' #;Y. +i' ','. — III;I : ` : 1 1 y `� _ s — — —— I r.gl ,,, i; I 1 I ,1 I I I _ o 0 0 0 e 1 r . I'„I, , i - :I „1 + is I f I ”. s I,:.I , . 1 .•:_I I ! E O 0 O I I I I O 0 O p -*1. f I I1I. -I I:.c iI, I:.: ,. ':.I ,,I 7 1 I - I 1 I , : ' ' r I':. :I, :r ,:.. I :.I: I!' I 1 I - I _I - - o 0 o p - - _I ig i 1 L. },, i,; '.I.. .''.I- ,' 1 a 3 - rn rn rn m e t , j ,: :. i I�. j'`, r .: 1.:: V I: I I i N] M M i�] e0 ap I. !I' l : , ( 9 , N N N N N N I , N N I 'I i' i I: I a' I' 1 I I I I 1 r 1 i,: , I I I` 141� I I ! I I ' I ' ;' i . s I;I I' ; ,., „ , I E 1. v I � � � � f I .il ,I I. I. �I �I I I Richard d S t ! I I I i' ;f I 1 l', I; I : I YY II ,. I 1 I 1 I ' I I II I, I 9 ,, ] ,: I I I I I I I Ph-706-888-4874 1 I I L I, I I I I I PE#43541 I ( f I 1 I IL. 1 I , I a CI I I I I 1 I ,i I 510 Lee Rd 281 'I I I I II I , I ! I I. , • I G ' I I I . , I 1 , . . 1, I U TI 1 (( I _ , L: ENDWALL INSULATION. FRAME LINE 5 SIDEWALL NS LA ON. FRAME LINE E t 1: 1 i Sal@[71 AI �87 .f I `i 1 , ; ' i d i , l.. n'. !'.:. 1 c ,.I,.. ',: I,., II I I'., u: ! ,:, III. : " .. " , I+ 7 .t I , 1I, iI.;' I. 1 'I'... I i.,.. I L.. ! , 1 I I, I I INSULATION: 4.00 Thick RE INSULATION: 4.00 Thick RE 3 Ii:. I : ,,. , ',, : 1 r -.:, 1.. 111 � , i ; 1 Ii 111 t1i a I I!, , I ( 11 ij I J I III 1 1 ! s i .. , :. t II L D T e ,, !I I 1 R I 'I I I ' I t ♦ S' e I I �•� I I P , I I ,' ,I 1 1 i,. i''. r i 'V/ I ,I II 'i i I r II T I N II:' 'c 1 I t I , S' I I i '� 1 II I i 2 . .'S� +I „I 1 ! I I I I' ,` I I' I 1 I i I I l 1 i I 1 I I '.� x I I I , s' E' I 1 .. Is' � I" I I i , I I I 1 No 43547 I I • I I i ., 1' I f W III t I I I I I i , f ! t '1 7k I ! r I �,I. 1 i I I i 7 I I � i I — I I` I I , I I I – 1 I G�3�' I — r �^ o I I I I, , i' I i i I 1 S I-I I I P I I I i II BUCK STEEL, INC. 99 ! r I K T � r' I 1 I I I I I �rr- I: L ' I Y ':1 (�� i i i ! I 1 i 5 i.. 1 , , sI S T AT E F I o I ,I II I' ], i r 1 r ,I I 1. I I CUSTOMER: i i I I 1 a I 1,r I, I' I I I I P I` I' �'' I I I ! , 1. i 4 I I I a , .ii I I 4 �r ••�C/ 1' I i f I , I I +I I � � , n , I f I I I JACKREL "' �' P. '� > R 'I I I,_. 1 , I !,: JOB N0: DATE: O I j e �`' R C? I S• tl�ir L' e o .� i,I': ;' I ' L ` : I i I REVISIONS j I 3046 1 22 14 o S •� %a i, 1 ,: k ; ' 1 , t LOCATION: tr 1 V A� 01 : I 1 ( i I [ 1 ♦1 11 I , till €111 I i I 1 1 1 11 I ATLANTIC BEACH FL. "I i , '` ', ai q ` ,i . 1 , {I .: .... F, ,. ,., 3.; ,: I t 1 'I is I: S t r:I ' ! rl -I: , : W ,.... I f. ;- : `d. • ,, ,. , 1 1 [2] DRA INC NAME SCALE. , , a, I 1 I I f. I I ,.._ ' , 11 INSULATION LAYOUT NONE REVIEWED I ..1 € 1 i I I I . s L _ w r I 5 D w c ,. 'i:: i.. I I ..I. , RA IN N0: DRAWN BY: CHECKED BY: I t. f [ ] t3 Richard T Smith at 4.33 m Jan 22 2014. '':, a y 1 Y P I a ,I }, ,' , ,. I I: 1 ,: 1e:. I,'1. I. 'e ! I 1 '1 ,;. I . :i` 1 I PAGE 10.1 JRD RRM ,! ! 1, I I' L I a ( I" I [ '1 I � :f E�' I I I I S; I 3' c I i ' I I ;4 ,: ,Ii 'I I L. 1,',I III fi ,� a I € I , :li. 1 I : i 'L - 1 1 I I t. J{ -- -- -- - k I° II I I I I Fs li I , , t H ;i II I I 'I I I I , S , l , i = 3 r I I. III 1 r€ � I I I,' � I i F PANEL I l I I I I I 6 I I , € ll I I I u• I I � ROOF PANEL ,• .r I I II I i „ ; , 3 I I ISS CLOSURE ROOF PANELSKYLIGHT PANEL PANEL 13 II • I. I ..: � I I I ,..I i �, { ,.. , , !: II I I:',I .. i f ROOF I wit I `j I 1 is 1 I € �4 i I I' � I 1 I'I ` ; SKYLIGHT TRIM SKYLIGHT TRIM RAKE TRIM I GUTTER , , INSULATIONATI INSULON I I I I I• n, I i i , I s I 10 N ;I I NSULAT I li J , I I , I TION INSULA �II a ;F II ;. 1• III I � IL:., €,,, ,+I � I , , I .. I 1i�{t I. ,+Il;'..-,II rI, p,,°r,'L._II I � ,€ II:•.':�I I II�' i II •IIII !: GI�LII_ € ; f II [1] INSTALL SKYLIGHT TRIM ONTO PURLINS. HPURL NOHM! ,, I INSULA—ION WALL PANEL WALL PANEL [2] INSTALL INSULATION OVER SKYLIGHT TRIM. I'I I I i I I I 1- li'I I { L I I .,, L� OVER INSULATION. } I _ , I I , rl € - INSULATION 3 INSTALL ROOF PANEL AND SKYLIGHT PANE #:' j II I k � 11 € I 1 I I I ,• I , r I I I hl { FLUSH TO SKYLIGHT TRIM WITH A RAZOR KNIFE. I CUT OUT INSULATION I I f , � F , i DETAIL SKYLIGHT TRIM DETAIL I SAVE DETAIL RAKE D , I I II I I a I I I „ TO 6 :r ,.:. : {.:. I , ,i:.... :' I I :I. 1: ,..: I i:.I. it ' I ... ,. .. ;: " I ' • . NOTE. FOLD ROOF INSULATION BACK 3 i ! I A ri I it , 1 sIl I f rl i ;. ' € t' I It( r I , I I I II 3 I II. I I• 1 11,- i I , L nil AUx, I i 1 C 1 WALL PANEL i I I, I i I I I , I .0 1 it 0/S CORNER TRIM I' II I , k I i''a II I I I € I I I I I �o II f I I , I li I I l,, Ir INSULATION I I l € I I I O N I E' I I , WALL PANEL I SAY i { I II i I° II I I I E INSULATION CIS I I I I , € 1 I I 1 I I 1r I 1 I I f I I I I I I'I iII/S CLOSURE— I [ d i I : I I II I I ' i I I i INS U LAT ION WALL PANEL III t. I BASE TRIM— , I I, 1; IIS i w I I I I I I � I i „ lI i ll II'i € o I s I li t i A i Richard T, Smith ,k i I •i I I k I I .L' I I Pn-706-888-4874PE#43541 I , tl. i t � k I IL I IL , 510 Lee Rd 281 I , I I 3 I I ' 3, i � e is I I III.I I I Salem AL 36874BASE DETAIL CORNER DETAIL I I I ; I i ii i I f I I I •y, I. I r I I I I I I r.f I I , NOTE. FOLD INSULATION BACK 3 i TO 6 '1laalill! ( III I •.® G r I I'I I ' II �I ;I Q'. •�. L�'•'•'S' r I TO FOLD FACING OF INSULATION BACK ( I CAUTION. FAILURE r � No 43547 �. FROM THE PANEL EDGE AT THE BASE AND EAVE , COULD RESULT IN PANEL DAMAGE AND WILL VOID I f I I i I I — _ ,,s. i l i;I ,II I ', I I' I I `I I II I I I €hIl'•I1II ( i III I I BUCK STEEL INC.THE PANEL WARRANTY. — II .. i" STATE OF { I CUSTOMER: I I •�/s I r , I 1 LI I. i I I I I I+;; II i • _rII I, I I i f I III Ili I [1 7 JAC KREL REVISIONS 3046 DATE: rrwill : � S• ! I• a1• LE l .e 1 22 14 LOCATION: t• \� ♦ I'II 1 ' II 11 I I FII !10 ATLANTIC BEACH, FL. 2 DRWNG NAME sum INSULATION LATION DETAILS NONE REVIEWD III URAWN BY. CHECKED BY. i 3 DRAWING N0. Z YO4�I; C] By Richard Smith at 4.33 pm,Jan 2 , PAGE 10.2 JRD RRM III II � I, ,. I , • _; c: l ,: I . Ili t , I '