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� � I �' j I i � I � �� :� i, 1 � t � ��!' ! � ———groove Ply-board w/additional 4'X 41�
1 L I I ; r,; � 1, ,i , � i
j : � i � ;I't , :� .1 ;i��' - � i,j I 1 t � , . I I i 1 � : , i t 1, �4 1 � . ---A * 11 Based on 2.000 PSF SOO Bearing Clpscity(2.000 PSF I%typ.) I " 'r'4.r I C1. � 'i : I I
: t ,: 1 � il�;l� �' ''t � t �� if � !!! 1 5 Z'X Z'square �'.
I . I 1�t'!; � , :" 1� :t 41 f,� � 1, I �' I � ,11 � I .,,*A .
i I � i ;� �[" !I !t I ! t� : :�: t! i I ! i I � 4 i . 1 T3 1 ...
I � � 1 ,� � 2 center runner .
I � z, i� I r I I ,� , I!, � � i : � I, I I � i aliv,Washer w/J7 ii Notft I � I
I fi I i , I I I , �1 11 , I ,i��, . �
, I; ;� i I I I I �� 1�� : 1:T I I f; I I I l : I i t , � I � !I , - 9 - .,*. I= I :
�it i I I ; i ; %�I , t� 1 :� 11 I l � I ! li i, ! I I! I � I I I I �� I- I b,'4 2 ,==:=_: I:==:='==15.:' __ HS-24 Simpson Clips Installed 1.Hollow or solid concrete blocks may be stacked an pods for sets up to 4W With out reintiorti I'.!�' I �
� f I I I : � I : �! 7� , �i �� ;'L. ' i �i'� ! . f ,! I I I � 1� ,, l �� it I I �� . - ==:I=. 1% see detall for high .i,
-, i'� ' 1 , , I r I I � 1� : i, t I 2 � I I I i '! 4: I � I —'_= I-X 3r(870#Uplift '-Ir&IT `:� t ! i
� �t i, , i i�I 1 , I�� I I . I I 1, I � ---at every connection between ,r—afch connection rged eyeball
�� I l I � I t i I , 1�f �, �1 , ,, :j , : ; I I 1, � I � I k X 12"to 2,Ass pad required on I I _r wide buildings mily _",,,t,'�11
1, z .� I . i t : � , I I I t I :i� �� : �
I 11, I;, 1 t" : , � I,:. ,- � :: ,1 3 f 't I r � � � , ,I � i I I 1� I i . - Root Mot and 4x4 runner -(MI Tex) I
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i - I I I I . � , �i : � , , I n rating)expansion boft Table 4a Andift Spacing of Augfur Type Anchors For Single Wide Sheds ! �
�:! 1 I-�1��!�:; t I Z I t �, I T x ti ��__'
".. I ,�'� , ! 1 �� ! I I �,, I I over pfai 10 required
I 11 � I L � 11 4 , ; I ,, l I I
: � �,: I !1 o:'�� �� i ! 'i - It _j -2'x6-p.L plates forsh
it I I ; i � i ��� I 1: t �i! � � , I , . � tedi anchor into f
l i; : � :i ; '' � i:�!:� ! I ,i � ; � i I Simpson.,*'.'�2 stab(per table 1) i
j : I � I I I I I i -, t;, 116'in length , 2 i
j f 1 j I ''�if. ,I t :i t � i �: I I .5inipsort - I
1: : � I 1 : : I�, � Y f, i � 110 1;-Q-16
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�� 1 '' � i ,']it ,� � � I ' :: : I I I � l :' I I I I ";I I �(1i plyboard . i uplift) x 21 bait w(2) i
���i� I i it I ,::ii.� I I I I I 1: , 1 , � il� , If ,� i . I i ! I . I '':; � 2-x4'boUom 2.x .
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I I, ,:; � : 5: r I t � I I SINGLEVVIDEARCH . 2 ..i I
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�!-t 'i i�i I I :�Ij': � i : I , � i � ,t l I'' ` L t_�' :� ! I: ,I �� !,� ! I I I i I 11 FLOOR FRAMING PLAN — Table 4b Anchoring Spacing of Auger Type Anchor For Double Wide Sheds Z"g�j E i I
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: E� ., 1 � � . I :1 � I I 1, I �- I I r �I L r � 'i 11 .I I i� I I ; I ; I � :! -_--, =ri 2XWO 4'=I' !
1 1 1 I : I L . 1 '' I i 4� � 1 r � L� I I I I i� I i I i I I __ :
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I!� L I j : �r I, i , I 1 1 � �� � �'�� � I � � r scit'le -ZACW pkaN.. S_S1__�L'_' ;2�_-o--Con( I MKtD.ATTACHED ANCHORED mamwm ] I I
I !", I i I! � I �; I,1 l l''1 1 I , ' I .I I;I f" I i,�1 Lj',I , o l��' L � 1: l . Z-01 1� I -,,,,;; 4 51 L.L.. f I I
� . I I :1 t , L I : 1 1 1 1 i � NtA'14:11 - �� IShed Sizol fflUolift PLIZI gi Anch I M&�'I tedor SP C'.. -- t i
:I i i I � i . ; - ' ,� I I : 1 I 4' 4"doc, header ;.
f I : I ,; i , �,. , I :- I � � ,1 �j I t "i, I :: : I I I I I I I I 2' 4'under header , ..-. I.-I q a- 9RI
� !� ; � I I I I i l T I � � � � I I � I : typ_1 - , 2 I A i
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I I 1: ___9 'k64'06____.._,apply LU i �
I � � i, I L I � 1! I � L I : Appirm � -- 5 �
L� ' i I � L I : L i I----- j I
I I � : I�i: I 1 2 t 'hi` i I !t i: : t I !1, ,� t'i ! �:�� � �""% ,I� � 1 1 ! ! ! I ;1 I I � I 1[ I I I
'r I i i i'i i; I: .: I i I I ____ .:Load voidth on runner 05 G t" I :
, � r I I ' I i I � i � I � I t tion,of end auger or slab anchor Ili !
l I ;'� , I I , i ,1 : 1 a
: ' ' : :, : I i I � I I � I I I I I !
t I : ,I I ,� : �': '. � �,� �l ;i, 1� :t : "i : � i" 1 -41____'1_ PJ,il L.Dull'i . -or 63?H
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1 i �!I'� ii �L � I! ; i ; . I, . I ; 1� I I I � I ! � i _L ; I-x 4'bridgingivimij bracing) ML�1' ____J __j1 " i �
I I I I 1;� L ,"r I :i ,,, I I I I -1, I� i �:= -_ — , . Ancho(spacingis examples;30'augef orj�x W exponsicrit I I
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1 , L I it L,I., L'' : I -�: , t� � � I I 11 I I � : : : I I , T , (1)k X 6*(4ii Uplift - I
�i I ,� ;"it ;�l I t �, i'' . I 4 , i, IL '' � ' 55� go Mmmiftivi :
I � I t l:L I i I 'L , ��' � L I I : i � I : I I . —== ANCHOR NOTES, I
, � I I :� I i t� ;; ! 4 I I � , I I I —
I I I I . ''.1 �" � ,1 I I t r , K i 4��f I 'I , '� 1 �lfl I I �I ; ," I I I I � I I -2-X 4-bent(tylip.) _�e_ 'J�i I rating)wedge and=into ' - ; � !
1 , � ) �it :: J � . t I I � �L : - L-11OR SPACING IS BASED CNASCE 7-10 FORACATEGICRY 1.ENCLOSED SUILDING 4XP.,C, I --,
:I '�' I I . j ; �� � , � Buli Flans EMIMAnOr 11110rid'8 Cifriiiii 'lee 2�!P� 30 ai�I '�
, I l� i� �1, I, � � ;I :i If j A � 1 � : I ! I ' I� � I it l :; ! - I = - �
�i i I , I "� 1, � I I 1; i � L 1 1 � 1� 1� Modular
,1: ,I . I - 991 !1� f
: 1 � I I� I i� L � I I i -+—/concrote slob at spai a', - t :
.
� , i � ,, � - : i l :; � I 1� ' 1 1 "Y ! -t 'I;� I � �i, i i ; ! �' I I '==R 1 3.THE MINIMUM NUMSEROF ANCHOR IS(4�ONE @ EACH CORNER Of:Sligo FOR SHEDS U,=LN t,,i THAN Irme 1 1 : � i
If ! 1 ! i .t I I � ZAL MEASUREMENIrAOCV9 ARE CENTER TOCFWER OF ANCHORS.
, ii ; I ' � 1 i !i I � I - I ! : '' I ;i ��1 � I ;i I i 1: ��' i .E �- - ——-4'x 4"witidow header (per(able 2) ,�' : I
� , : � , ,t: I , ,it i ! l H '' I �,� j i. il� ,t 1 1 L I I I I � I i , _�4: � � .S 9 —3"X 5"'MiTek Connector plates Concrete Slob by others MAXIMUM. ��-. : I
f il'i� 11 ,i I I ;, ( 1 ,i , L!L �I I t : I :� I tf�(i
I�: �'' i � � I I i i I
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� , �� i,I ,i I t ' ': � I I : 9 — -t E =-- 2'x4'windowsiH I k min._I._� 4.THE MINIMUM EDGE OISTA1,10E FOR EXPANSION OOLISIS;SOIAMeTgrisi TFOR A tEXPANSIONSIOLT, - '�'\\' '--)� ! i i
1� i� � � � ; I I !: I I (both side) X_ -1
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I I : t ' III j" ,L _'� ""L��i - L I Codes&013ifiction. / . --
? I I I � I t I l t � ,_ - ---s
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I ii I � 1 I l, I I � I I 4 , i, : I I il: I �1 i; , e- 11 . lr .1 It.X4' in plate .= sink 5-ANCHORS$HALL NON MEW LS EXCEPT VOWNINE SHED IS PLACE 14W TOAN EXISTING BUILOING.IN WmCkt CASE 1� - :
,r, 1 �, P: : i I I � I I �' , ANCHORS CAN 86 PLACE ON ENO WALL As CLOSE AS POSSIBLE To SAM WALLS. -4 _.' ,-- . I
t 1:1 I l; � I � � I 1� I -
I l i I 1 l 7 I I , ,;L i'� �;�: i 4 1' ' i'L : r I I :L, i,l!I I i ,� � i .1, a � I I t r: - 9) -—Z"xit"Construction ---bolt through?W
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I ;I i i 1 5 1 : ; i j 1 : If � I � � I �! l : . r 1 I � I I, I � ii 1, i� 11 ; -1 6 GENERAL NOTES: - � I
I I I I � � f� i , � : I I LSTA-18 Simpson hurfic:2 . � . � � i
I I 1�Ii! I t I I � I I
I t i i � , � ' I � �I I t i L I I no �-2-x 4"bottom plate nat to — :I--, - Ni
I I i � I I � : I J�J�: ���� � , I I �I ,: 3 it I I t L k' I� .: - -
t i it � � :I I � � !t; r�!:! '� , ' - t i I I � � I I I , � : �'�
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� i , I �I :1 l I . :� I, �Lf' ' i 1[ :� I i 1� � i , 1 I � I I �il I �i ! I- � [--- -,-—,all studs r x 6'pL bass 1.ALL BUILDINGS FROM 0 60.FT.TO 720 Sq.FT.ARE EXEMPT FROM WIND-BORNE-DEBRIS,11i 17 - :
I , 'r -
4.
1, I I - :� : ;'! , i ,e I I ; � I it , 1, I , I � I � 1 ; t I I 'i � I I I t 1:�!� . '111"MWanch.ridetaile - -- I � i
k I I L i I I;iti�' 't, � l�;�[ : 'i : : e �� ! ; I !! , I : : � I r I! � It I I L I STANDARD PER FLORIDA STATUi --;
�, I i � : : t �, I I I � , 'I I r �� � � , .' ! � t I � I I 1 : I L , 'L_ I I �b� notch of counter � - �<
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,, ,�� i :I I I ��t i ,, �l I I :i i 1, �� - , I : � 'I ii .l 2 1 I . I i � : I � i � I - - I for connection _ ,oncrete 2.AUL BUILDINGS FROMO SQ.FT.TO 400$0.FT.FORUSEWITH ONE ANOTWO FAM Y � - - �_' 1 4 ; I �
L 1 , i � -L I � ,;�- i , I i r l I � ; I L L
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t 11 I It i f it I : I � Z l' I i � i t t I : I I I I ,j i I
1, " � I I i :'' � � I'll � :! � � I , : I : I � t l �: ��� I l ' I I I �' i 11 Scale:I D FROM DOOR HEIGHT REQUIREMENTS PER FBC. L -� ( " �
, t �It t I �f ;��1 :4 . I I L � ; I 1. VIT114150013&WINDOWS Aluminum door skin on �: I � !
I � ' I I . �; I : , i I it I 1 1 � I SIDE ELEVATION -I'
, 1, 11 I I � ,I I � I 11 I I ,, t I
i : :i �w � 1 I 1 I t [ t ,, : T I� � :l t''l ,t 4 � I ; L L � i
i 1;1 i i ' i�e � I : �: j� . 3.ALL COMMERCIAL BUILDINGS AS WELL AS RESIDENTIAL BUILDINGS 401 Scii OR GREATER ( .) --- - .I
ji I I�! . , ,f L I 't I : I
it I i, I 1:I ; I , . � I I :1 1 i . ll � I I q , � I I I I I 1 ,: t � i I I � 1..1. Front and Back I. - �
: !I l .if " , " it t i i i I t : I: : �' I : I t scale T x 4'bottom plate MUST COMPLY WTH THE TW DOOR HEIGHT AND THE MIN.AND MAX.WIDTH REQUIREMENTS ;�f
it 1�� ' : � t I � t
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� 'I I i� I '' I . I , : I ' �; i 1 , � � I ,I I ''I �L 4.ALL BUILDINGS 400$0,FT.OR LESS WITH 72*DOOR HEIGHT ARE ACCESSORIES TO C3 �4, i i
11 - � i� ,� I P �� : " 11 :: i I :�� � iL'� L L '' � , 11 I I L I
"I j i � 1, r I �l' � , I . 1 1 t I : I I- ;' ",I —0-A Z x r square Selvanized I
I � l I I i . Z:!, r I � ,� !� i�L I I I � � � i , : I I �; I i � � (typ-) I-
! I i P -,I � I I � i , , I 11, � : I r� 'L,: I I ! :i I � I . I � L: . RESIDENTIAL STRUCTURES, _j � rj I ! I
,
!U �_I;! I � iL I ,t , I ' , , I : � 1 j 1 ' t i , - I steel washer with t nut !
I I � I L I,it l � " I '� . . ;4 - i
I r t � I - I ' I �11 I I I I � � r_ S.THIS PLAN WAS DESIGNED PER THE FBC AND THE FSCR.
��� !� ,lL' ;L r i � �I I r I!l' ; , t, I I i I i � I ; T&G plyboard - I I
1:1 1� :i I ,� ,. I l � i I," I': i ,� ;� �' I � I I I ; I � I"x 4'bridging(wiN bracing) 1� *11
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:: : I I I i L ,� L i' 'L" ' . I I t - - ' : I
I: I � � �- I I I I L L I � "r � : � , I ———— 6.FASTENERS FOR ROOF AND WALLS$HALL BE SCOFTS@TRUGRIP METAL TO WOOD FASTENE - " :
�i! I! � i : i, :� �' ,'�; I, � , I 11 OPTIONAL WOOD FRAME " -
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� I � I !,i ,111 � - I 1� ! ,:� : ,�1 ,'(5 :, �i!I, , i�,[I � I I . I T —=, — AND SHALL BE 9-15X VOR EQUAL W1 I-(MIN.)7HREADPENETRATjoN(jyp.) � C� I
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I S t �i � I '': l��,!f' ; i I ,I I , 1i . I I � I L " : � i � IL a : I � I . i � - , -2'x 4"benti DOOR CONSTRUCTION -_Z�W2 I � I
I .:t� � , � t I � ,�1 1 l, I i I i l� , i � I :
� it I I : , , � �;i " : �: f" , I I : i I I �, 7.GUTTERS TO BE INSTALLED ON SITE BY OTHERS THROUGH LOCAL CODES. - J
I 1 1 L I I I � I t �1, I I
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1 "I ,I I i�i 1:1 : I t ;I! I ' �' :: I � , .� J I � i 1� : ,�
,� � I , , I` � i , - Forged Eye Bolt or�Threaded Rod --)I �
i I" I i I I , !L 1 � I l i�� tl k 1,� I, 1 4 � i � ! ; 1 � : i I I - :
"I! i 1�'i i ,!I I 11L I t , �� I � i ��:I, : I I 1 � I i tSHED DESIGN LOA QZE � I
" : I i i � �:t1l !; I � �� �i I�I � I : �,:l i I I� ,�� �!, I I �i I . -2*x4'botwm . D RECILMIREMEM FOR THE 0 1
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