1651 MAYPORT RD - NEW HOME DRAWINGS�
I I
w P i
j I
- co 0� I I
. 60 mosommagnm�-,�"7�lf'-����i,�ll- 3�
x
_j r- REVISIONS BY
- 0 0. D -
CL
PLAN INDEX. < <
___ _j
1 W6
1:
. F_ 0
3: _j
I II.- Lu
- 6-4 1:
C=01 SITE LAYOUT ___ :�: P
� . >_ >
_j Co
0.
A=01 I ST STORY FLOOR PLAN r 'T ,V: a
w
Q Z
Uo-4 1 : -01
wilog " - -,
2ND STORY FLOOR PLAN 111 i ,
R��
i 1 -,�,,irAMA214wM
�� � �� I 2 (zn exe mmiii�ii ii-T?M-1 x -
A=02 ELEVATIONS � !R E �
80 w 0 1
" M 0 0
U_ < 0
� - - _ - . -�. -- ---- -;::Si,1,_'�.;i� . - .. . . . . . . � 1-4 (n 0
- -------- "' , ' '?�� , U
. . , �
- _.1......7�7p, ��,., ,..,:7_t-=_ M. ��. ,
- -.^_ ;,: _A - ,r__ � w a
..'..."i. -
.
" . ,
� '. _ , ,- �.'---_ , . � - `��-_-C`v 7
__�_ _ ,_. . -- ,��""'--- ,- -Z,; ��,,!, --�,'�_,�, '_,_
,� � , , _�*,_�i� ..�.�. _L� -N w
_-,� - __, ,__:�',_1 -� : -, �'.'� "I...
�. "4, __ _ . , CL Ce
,-.. ", 1i _. " , ���. �:._hf. � . .... .. �_ �,-
".,.� - " ...', - , _ ' ' - , ,..� �........, �,, �_�.; w ,.a
� S=01 FOUNDATION PLAN _f , I ,,ix'�,-, -, _ �___ ._:�,, __ :.:, -
�' __ _....7_�_� ....
__ __ , .2_,__�. ..
"'.... ....;,
- � �i � . -..''. .'��-�-�"-�*""'*"'�'�"*,-***'**'.�*,*.'* - v) <
:---`-*`-�-` -,-,- . .,�...... .... �'
-,:��. . �_ ,_
���r�..�,,-� �;�---;-, ,�,-,-;-�-�, �,,,�-�,,���..-.-�,�,,�� -,---,..-.,--�-tr-,--...�-.L�-�,-----,�'.��."-,����,�,���.-�. 1. _'... � . 1 .1 *
...I.. �� __-,___.,_;_,;. ,,,, 11D .- �_�_�� - -`�_,`_-- ., :., �
k-- --�! i__.....� �_ -� . %,71-1, "..'' - 7�..--,��,*..'��..7�;�n�,:�,�,�. :.--�,
* - _" ' ' - _ I , ..
.""',**`*, -,- f ...1;4`_:!Z�...�.,:7.�:_._ - __,,1 ,1__.._'..__ " .:�,�
�� a . _ .:,._,__ - , ___g
.. --��-�--.-....�-.,����,,�*-"�*,�*��-�--, -._,- --?� ---� 0" -��-��x 5,_�'. `` 00
,,,� I ,�..... ., ...
-,�-�.�,,...��,.,,..,��...-,..�i.�,.n......,�,,�,..�,..,�......_" " ..,..,,,,���",-.���,,r�..r4.,...-�.-�,�"*-�'�-"�,�'-", `_`F�� � � .-'.'-',-'-*.-.:���.�,...',�;�.- .:.".%:::"_ .� __ ...'-" � P4 ,I. In to
__
, , . - .-.1'...%. _;........�.,.� ",t! ..::,.�����;��.��".'��._-.-��z� -i%��:---�
_ , . ' '. . i �� . 11 i;.J - - __. . ...I.
�,- � 2 : .-___,____ ,
,.,V"Tx I Qll�, _ __ _ ..�,
_....�__......_ Z Z
� . - I *�*;'' , ,.,..:":����..'�."�.-.""...�lI........._�s'. _,�:, � � I I. �... ....ii"..i� '., � K-N (9
- *'
. . ,.
- �_v.-�. ��� ;!..,:.,,- - .- "_,��, �:��',�_�!,,�.j: ;1 . '. ., __ . "I >.b tn
.��_,Y_ I ,"._ . , .. � I , w�-�---�------�'..,.-..,..�..*.-.*.�,*R��.-.-,,-.�*,.�-*�_.,�,�'..'��.�.�,
�."__% �' . .,�*_..'1._i`-_ � -.", ��.`:.� ,��; --,i�- --'----;.,::_ - i 4 . _L__L__L____1111''___ '. I
. , -,_..�.. �_-,,_,_,:,_,_-,�_., .. :.,___.,_1 - ..
, '. -1 d. ,..___.,. , :..:': � .1
_�,f: � , � __. - -� . .%........ ";
- ;�_,..,._ --- I �, ' ' --- .1 I .!�..._',��_
WALL SECTIONS -�����'I'�-�,��'��Iv.��r�I.",�.*f�"����*�,,��r�.*-�i� , �`--11 - -;;_,__'_ MMK
- - - ,.." , �___��-_ _.,.�,_:---�.. 7i=iii.,i._i�..._,��;, ��W�'.. .4 ,-�,�-_ < �<_ V) t n 0 r., N
I.- .. . . Aftw . .. . .. � V,!:j�
�--0&WZRNZ ' - 14--r .1 �. . wx f ! I (n (n r__4 en =
..
- `��Ix.. 1 ::Z . .::: ;� ,X N
11 ...,
S=02 DETAIL SHEET � I ...09_14F� i 0. . ! 17 . I Z � tn
I ��tt. . ?, i -
. . t .
ROAD : 1 . :11, ! : I
t I .
; . ; ; . � I 5 � en M CA
. : � -
wI . . 00 0
i - z 1q,
. . : � � I -
. i ... 11 1 ; " U
.! . `
30' RIGHT OF WAY . : . .� �; 4 I F--4 " Z,o
. : � I
� . t . I I !
I I : � .
S=03 TRUSS LAYOUT A I ; LU < z
� � i
. . -
�
� .
i �� . I � 4-4
: p
1%% I � .� * .tj i�
t = V)
� . 0 r-4
;� .. .
� . .
. . I 6%
( N 89-34'1 5" E 86.22' FIELD ) i . I . F- 11.1 "__4
ii �.. �
.
.
.11.1....
: . 11i C 11 f .. mo 0 0 T-4 rA
I .. 13e
1, ...1.1..._--.-_..__ o - ; N E�
. I '[1i._:� z !-li:71 I �f:11., .�
1st FLOOR / 2nd ROOF N 89"1 7'20" E 86.00' 7*... 11H� j. I ..... ... �, � .._� ,�.�� �� Uj r W �
:- "
i . . . -- L ,� E en G> I
I FOUND CONCRETE ....... _ 777 .
. � ... 1: %.o
MONUMENT, NO CAP . � ..... - 1
ON CUR � Aw., I I z a Lu
: - . ........,......
.0� - - . I v__I1
I
FOUND *Xw CUT� =1 i:, �, � . :w � p in.; .7-4 V__4 *4
f=t--u_=� _* _)( x X olm � Uj _j
11 . � . E . I . . � ,�
. I
WATER Ll i . 1�� � : i _j Co r�_ 0 0
11�11..... � :
I I . ...... I � . .. . . .
S=04 TRUSS DETAIL SHEET - - gl:f.E* ( 50.0- ) 0. . ",.,___ _. � I . ,_-m � � .�I�... -.17..._,_M, i ��
. ., 1, ,v , i� : . ,
36.0- ) 0 . 0.3, �z 'A .1 .1 'a :1......._=.....I
( METER IF&IX N , x .� I.,
I �� 4 4* I
,4 � ;r C) 0 0
�� _, ,�:'�KAA��'ffl - 1, , .. 6 -411�
�: I -__ -
0. 1, I , , : 1'�'_ ��
; ; *_�7Z7777�.i��,. ". ., 1.11 4 �t��,�_A,,�',,,4 M 7 �,�,� 0
. ,," 4 . -
PIPE, .1048 . ril� � 11
,
1,
�,ti__ _. . _.�
:11 ,4' ��,.,� n ., ..,1_-1, -..,�, r_
i ., .� � � . . . �
. ',-- ;f . i.� �: ,i�'.., '.�,iP �; I!' , � , 0 �;-
I � __ 11�, 1� Z _j rs*.. 0
i .� � -,,i� , 't 4 -1 -1 -
- � --- j, .1 ....�.:-���!,_� . .
z 1 � � , It"
_ ,�,If'. r 4" ��t: �-.' �i I " L�ii'..' P: '*-- he 0.
_____�)( 0 ,:,�.z r% �ts 1!, , %- -�� . : _. A �: 00 z
)� . �__� ...... ... ". e_',..�i. I � - I.I.... IN :_. ,1.- I
____ 0 1 �1.ZF --1 ", i � ", CL
� I i0� . . . 1�6 �' .�.. - i It, Iii � ! ,z% (n < OT-4
� ti� %ir_ �,� L L .. .'.. -
NOTES �, � . " .- - N _- ,..!
1`0 Y, x ,,�, .j wl- P-4 "
� - �. .-1 . � �I_!
� r � . .... i .1 .. I ;�' '.
.�_ I )(_� � A:_i . I �.S � �.,.., ....�. "M t, i., ,�- . , 0
OD I � N _ It
, " , , , , I%�" : . 1. ,�.;,,z" w LU Cd LU
"i� I .1 ; L., --
1. THIS IS BOUNDARY SURVEY AND PLOT PLAN. z i � ��! - _-. _- .,�- - , 1. !2 X:
im CONCRETE - __ 't X 4 .A. . , .1 �, i �1: -�
�0111, , !
.
AS � 'S........___.,-t,A. t � : VrTj .; I � ! _. ,�- -*... ... w w
w
:
'it � -;. .I - I . - 4'
_ 1; 11 � ... .1 [�__`� �' Z�' ��. (9 r-
2. BEARINGS BASED ON THE WESTERLY LINE OF BLOCK 17, 1 ��_�_,_ r_ A L - � I :. . .- I -
I ;-_ -N r- Z, . p = . ,
. I -1 I 1":
JVI RANSPORTATION AUTHORITY RIGHT OF N GN x _q � .- � � � _', ,�,- � �
�vZ 2.". ��,-� ,_�� z !", - , " a
, , ��.� I �� aj Z
,
. " _ ,,,
- , '- "
i'. I., 1. I i I 1, IIIIIIIIIIIIIIIII
rrt 10 I i"� , .1 I � , ,
In ).
E=01 ELECTRICAL LAYOUT WAY MAP FOR MAYPORT ROAD, BEING NORTH 20-39-20- EAST. � ;Fg. ( .9 i" I . I � I 11 �.. ,1,..--- tt , I,,'.' "! ': w z I
I . . :� ,
6` z I -11111 I 1 , � � . . � � I � - ;. ":, �- . A �L, ,., _'. UU <
0 M .-Ial. I , I 1.t,A� i .....� I.. 1, ... .'-- - .. 0
3. NO BUILDING RESTRICTION LINES PER PLAT OF DONNER'S ; - - "I'll I ,
z
� . � A
�
* _171 . L __�I, ... I. I I r" L. �, .1- . a z
rn I AIF i I
�_I'll, . __ I 1----!J� I � �
4;4 41 , _1 I
REPLAT AS RECORDED IN PLAT BOOK 19, PAGES 16 AND 16A :"�� 1. . I . 4 _..._.,_.__ . . - _� U)
.. .
.
� , �, � , * � �-, W LU
t . �, , I-— � .1 11 I..,, - ' ._. .
,� �:i -:, .
... , "'IT .
"�� ,� ,____:!::, , .. - - - -_ .1
P=01 PLUMBING LAYOUT - _ ��-A ! ��4i�_.,4.1 ___ ;; .. �1 ; 111 - tu
_ '� ,-
24.1' X ;-i��j� 1_�� . _.�*:1.3�;ft...._... ,, i I . '. 1, - - ni� .."�11�I"'ki ���: JZ a I
I . . .. _.1-...-..-.---- -1...._,"'_.,... .1......... .......�,_...._ ,-... '�11 1,- ...i.�.,.�-, r- 0
i: 1, -, _". �_; �.�, -� �-:�, ,v,..., _�. . XM kn. ".1.
TY 8 I _ - " � : '. I: 1_�I_j .
- � � I..: - � r;� __ �I � � .... M .. - ,, . ,� � __ -, �:� �k, 11� , %1, .I. _ -1 :�,�� -1,
, , , _� . :�,
FLORIDA. / - 11 -t ..'... . . -.1 _11_ ". I., . . 1- " .� .", '... ....'. .: - :�. , i�
1- . " - - _1 I ��. : .11; I Ile", .1... ,� � : , . _il. , � UL U
11. ;, I - - _� I 1� . - - -v - -
-1 I ''.", 'i 1� _ - .� ,; .. . . I I i :Xi . . � � � �. - - �- _:1 ��i�: 1,�
I I � :� , _,.. �,. ..", . _.i ...... 'i, .�, IL 'i, " i,
I vy Owl. ..il I ,� � � .1. . .:. 0
� ::: .. � � � I , : -%w -, L, -
1. 191w� 1 -11 I i; �
�_ .� .,, ,� _1 :;, '.1 ,:� .11 " �� - � . , �_
� � � . %, .11 .. I . Z4411� ,,,, I - �� , ': I ", (9
. . I . ,�. I I I ,i% �� ;%il - �
1: I �, I I �
�1_ � �:1 .�: �5" . " 11 1� , �!- ,'. L, -_ - ,.%� " �
� � �. . I I 1:
. .. , _1 .. �t�. -
- !�i,., , ly. 1 ..., .- I ��WM,4i ... .. � � �1. z
I—. I� i .
,. � . ;� 'v-� � I I �, �� �,,.
I .. 1� .. .. - . - � � , � .1, � .1i. �',,� �.- �_.
I'll,��, ". ,� � .1, . ., � . ... t I . � ,I I � � � t; P-4
I FRONT `V. 1E'w1wW' SKETC ' 1 '_`�, . ,1� - .�.,. ,� , �� 11, . �
>_ � �� � � I . _____.....-� - %Z_ ', i- :., i�� 1
0.2' 1 � L � .71. �-� '% : . � ...... 1, �. ' i UU C) . I
� � . � 1- -, � 11 I , �7 1 I!, ,�, �1� . .'il _
W- I� ,i� 1.11 :��I -11 ,��... . �. .. I�., :, " � � , . . . " I, �'�,� _ CO _5
'. .:� 1p I .%.� � I .. ,_ .. � , I I
� 1. I �, -1 -1. .�,, ,�, , I � _. �� �,� � - _
. .. I , , I , � 1� �t., L_ P-4 ..
� I � � �
I I " ,, 1- : . , _�, I 11 '� , � �. . I �
. I I ��, I ,. ;K .� � .;::.. �� I i �* � I�. ���� 1.1, � �- ...� .1. I �k� :%'_ 7', ,_ _� ., i� .. I LU
I � I � �I � _ � ,�, . .1�1 � 1. I", D
I z .-% N po I I � � . , r �: , I 1: X: Co a
_% T_ 0 T-1 T_ I . �_
� T__ I
ev V) b . 2:
DESIGN CRITERIA < ,T- Ui ( 0
1 tv in ". 11 I-_ ii.- =) 91
". :2 ED � I-_ x
%I- %.-I 0 0 . P-.4 1
� .A/C 0 r- I i � _j ,,......... _:.1 i..I.-.., � .. z ed a
�.,�.11. �
e-7111 .,_.- .
.��,.,'�W,-g��.",.N.... :.....
.
.....
,� ..
,�
,�
: " . -
.. . .�., �� � jo 44
�K'��i,W,`:�,_,,..:
:...: � .,
.:
...:
.:. � ,
:.. - :,�. I" X .
.. ; :
�.. .
_ . ,
"I
, :�,"
- -, .-. ,
.�1�4��!,;,_.,;,_. � -�- -I - ,�',ZZ�i,;-7 1 - �
. .,;..- �V,��%*!
Z .,.�F� - .- ,�:1�4 ��- -:� , ,ii- ��'�
,6 , , �_ �,,,"" . . 11" ,�;* :�, �.�,,`� "',, ",��!--�--,Li4 ��,��,*r"i��-�",-�""�,-,��;ls-�,,�.,-�--"-"4-��:: .,
, " � *
,
-
,�,
I I I , , �, - ",-,- - "'ow"" , , - , "" ........,� _,�_,__,.__4_�
��_.�i,����_, � - .
_
< ilL ..�?---- - ,11�11.;"P��t�"4.".�q�.�,,,�,�,7,�,�,tv��,�"."�-,- - , ,`,_.I.t,�,�,,,;F'1.1, a 1;
q - a-1 �,!:-t��_:_ ��-_`,_"__�-��',,,,�,--"".,,�7,�,!.'-.,",,rlt;',��,�-!34-,-,'--�,.,�:,;,i�--:.;,!
. 4 7 ,iii,7,-�:i�,��"...,-,:�-
,�,.,7�.ii.,_..,.-,�; - - - "I ,"-_""I 1,-,,_1r,f.,-_"" ..,.'- _1,; ..
.. - - , �z.,%,. - �
,,_� _.�",.���."''.�.,�.,��,.;�,.,.,.,,�,�
z _�, , ,�_ .:;_� . .
�a - . ��,_ .."",. -
'.�..,'' - - - -
�t "�-�,_,�`,i,�_.__,' , , __ - I" __". . �� ��_',,,r.., .- . -'��i,-,,-,��,-��--,,,,,--,,,�,.-��'..-,-"�'�-�,��'��:11 �
- , " � _- ,_�, ., , .� ,.. . ..", " ..". ., , ., ,:,�.".t ..*
"t , , . _"�,, ,". .., , � ":,.irX . � wo
- , - .
�,� - , '! � �. i: .. '. , . 'r,��_ _ - - .
.1 ,� 1
;6 . ' '...�. , " - ,�`,,`,*�t � � . �
ki�L-:"� ,�.�_, ��-�- �,,i�,;� �";,i",�-���,,.-� -�,__�_�e,-,---* rNL �i`,,�-_Q,�_!,v ,4'.." - . __�, ., -
A
_ ,_ . - _ . . _'... ,
�t ,�. , -��--,- !�-'�! " .. , ",_.... ..., -i '!-**,*,; --�
FBC 2014; 5th EDITION 74.0, _ . li'm _ .__ � ..
- �_ ,___ _��,.,��,k-�4',.,� ,_,� .,:�. ,�.,� . ...'�,�,.,.,., ...-��-���.��.,-�-��-���-��--�,�.,,,,�,--, '��-�,'�l'.�l',�
_ _ __ 27,F �. .__'_ �_". . _
.�", _Z . ,
'ii:i�,��:. . X N... _�M, 1 .
� I �,,p�.�� iv,b4o,�,, ___ "',_' - � _ I I
, '__f__,._, -
LLJ !, ,4._F.-,,�_�� .. � �,__
o .1.,-%_��,, __ _1ei.- . . drA�- -- I
�, ._ '., _�'-,-`�!_-�:,�-"�'-�, � ,: . -, IL_
:2 0 � ,,� �`, ., -, -
.".- ,�-! ., * *� -
- i�_-_ � -_,-�"'5,-,�i',-1 I"_....'.. ��
�� `$� ; , -...�- I �,.g.
,�,, � - �41-.. 1�i . 5��,1
_. .
237' 1 ,A�, I; ,P.,im .4w--.-.,- ,- . 51,11 *V.I..-- .�;,IzLk,�' �, T_
..
< z "el -I'd,- _...1:-�� " . . ".4cm 0." . .I
-: 11 .. � ___
11
_�% olf E3 . Wi 1� _... _�7
I�ULLT / Q LL_ _j r��,-Zie�!!,,.,- : LL E. .
�4,L� 1"! zi;At :1 z.: .. I .
'�*
� : t
;.
__ .,�,
V%-,. i ; � I;jl t': : : �� .1
� >_ D "", �;! .
Y 4F 1, � I �
I I ix �`i I 1 i.� 9" i : : .
.
,
w M . i ; .
� �
I � � � P I
. I
_0 / � 4 1: k . I 11i
.
�!*l I. , i q I �. � i i
-t � I 1.
o a 0 � '. . . i ]�
I I z I �
� ��
..
WIND SPEED 140 mph 1� �_ I CONCRETE I I 0-1% �i H i i :. i I . Z, � .
Q�qT Q0 * x : � I . t . i � i �; z
I ..- ! ,
� zz :
U) 0 I . . ! . 3.0 z
�
. I . .
_j 1! 1, I . I . ::I
r
- : �L , �_ p 5 w
(;�Cf 'o � ::��1: . ::: I .
�? %_ 0 LLI 11AI � .I .:)� . .t: I I If
0 9 V_ q a: ,� I I 1; z i . .i IIIIIIIIIIIIIIIII
.-
.1p.�
I : - : ; I I.. i
-
9 I :41 i. , . .. �i 1101 I
U0 tf) . . I . ..� , . %NM
.� . ,,i: if I : .. :
.1 t, �
. .111
z .o IV .- .. _1 :
0,�r --,.�4 I- I- �� .. . !� !I LU I
.�, ; -.1. .. � _ r. a
1.1 :I� : i _`__ . .. i ::� _ �.- ii I: WF-
I -
C 00 li h : . 4. .. . ." !1�A i 1, - I
> . : '11111111W � LU
j I .1 � IIi I . . %, I I a
_C� -2,;;181 a r- 1II I � I � ___�� . -
I . 4 :w i - _. �'!i. t �
I -- . . ."
--i 'i �
�w 0 I . i; I
I I il t.
- I /\ J!, � ii I 1 . mg-,I IIill I ; to
Ir- . id 1 : i ;
: N�p � . . i. .1
. ..
. �� . -k, .. P"
- 1 . U� � -
I
>1 � 48.0, 1 I FOUND 1/2 RON I I ! I I or 1 1 . . � �,,, -1 I . =
.
i . . I - - - �4 "''.
. I . :�� �-i7
1 .. , ,,__.�.
- I PIPE� LB 1 - - . I F . ���"��-.--,,,�,,",,,,:"",-,�,.*�-"��,., ti 1 � ,
. � - .,`_�.j i-, �',,,��':��,,�,--���",-�.�v,�,�,,�-,�",:,-L
- - .-% - .-% Uj W . ; L , 2
_ _ zi ", ,g!�: ,
WIND IMPORTANCE I - - - in N, il .'L AN � �,_���:� _ ,
. � :.:
�
.. i : 11 r�� !�,,��,:_,,::, .
( 50 � 1, . , � 11�
i . � 11 i�-- .
�.'. _ -1 � ;." ..� -
,"..'��'. �i i... . - -- ��i l� - . (n -2 __ ___
0 1, '01 . � .
I
Q _k .-N L _, :_7:.�1*11 :: I'LLL
/ __ 'r- �TA ) OOD . ,.,�'i"41'::�� Al , . � , , , ,
. 0 " I 10 .:. j I
- .. z�l � �� - -
Ao -\- Q Cq AG 04 r 04 -.,!,-,,- . .-.- -I _-�.1111
ONE 1 A%,. 0 to 0 V_ 6 __._ , '. _,,,�I 1 A� I ri�t�� . i., 11,�Ili.'.�_:_,. _�,��'.,�.� ."
07 9 SHED ..�� r . � � ' . 0
1 .. `�*�:�, - !1,�w I .., i - i
:11., '' - - ... I j i- _.."_ - ;4 *
4UQ *I E I ,_ _7��,:�-*,�_�:.,IL . � �. � :, - " f �� V
9- . , . �!"�1,_,�w �........
'�:t _,..�-
. C4 " .
Q, �T TELEPHON *. - I .. I
� t_ ��, w". - . g 1 7.4[,-�� i . :,z -1�!,:�,!-_' . -
�
It %_-1 %.., P) � , � . 1, �� " i, -;:���:,��,�., � .)
FACTOR . -,!� N8/07720 84.48 1 C,4. ��' - _ __ i 1'� 111N, i, ,:,�,�,��'�' , , �,_,.�'_..:_
PEDESTAL I : I �� �_l , � . .". ., -,'I., __j
- - ,�, --1 .11 il_�� � R �, . . , ., � .
_ .
1IIIIIIIIIIIIIIIIIIIII ��� � _ � i: : � .1 11�14XA I - I .� �.::�I— � ': ., 4 .1. ,
� �� __�1:1 . I � - I - � -1�,111"�, !� 4 %.. I . _j
- . (J !,z5 _____1 \4, 1 *K) I � , N. ;11�.; . �, ,1 : 1:1 - -1.
cv,is C .1 - ....::r� -
4 .) � ',:� tI . I . I -
I Q� SET 1/2- IRON k b b L 4 1 `_ " � V)
,.:� ,�� 11 . T ; I�: I. k . �, . - , -- , ..':
, I - i I. � t; � � - .
6)1%v . . , . ;,._iw'_ _____ ---n I 1 . , i I� rlN�4:_:�.�;i. .� LLI
.1 � � I i . �
4.t_� PIPE, LB 3672 PIPE, 572 00 ��� � " �14� . I : . I,j .
. : �r i i1i I ".. � .
� � ��� � . . .
IV)�2�� SET 1/20 IRON � W 1-1- _ �; � _,_I -i I - � I .� �! I .: w I i -11 Kj L - ..__ -,
� _,_�� �b. __ ,
.._ 0 ft)�� LB � � - _ .11, . �, 1*11'.. . � i , i . � � - w
- :_ : ,� � I � L � t I . il� ,i,
** 4& � V) V) I I � �I., . I : : I . i- �:, �
"I t 6 / .1.1 .. �.. . 1 ,,, , -__Ilrr;,�i Z �11 .1 i� � :� � I 1 III':,, 11 7S .. =)
rQk % V, 110' BUILDING RESTRIgON LINE .1.. . � -_ t 4�� : . e, ;� ,� _k
11 � : . W,-
: ; . � :,11
. � t: -
I x -%..O I , - I— I I �11 i ...., ;�1_1 7 I I i z .i - � �'. I
I �� , � _.. : , i . ',�:,i:
. � , : � - _
I., I— i , � I I . ,,t!�:,_I p
I �f_, - i 1 1 0 ,I i I ! i z_.
� � % ; ..,��� :: I � . . -
� , � � -�`..�� ,I 4_4 1 I � - . . -
v '_ _ji �,�,i� �� � . ,:: i .. . 11 :,,,,. . b
4 ___7 .:-, _ . i I . . I �*_l � "I Ili- i � .. ; - I . ��. � -1 11 =)
COMPONENTS & CLADDING �1�1�,.W� .;�! - - - 11 ,.,4% , .." : I I i :� ,* ! .". - ... I
.I I- .. � H�_ I. � 11 i : 1 :-; i .e " ..-
I
_ , t . I I � I- -
;;� 0 , t - � ;'_ :�:___�
. __' -, fi L - I I'll z: 111, . . 11 ; I- - . . i�,.�,, � ..., ;_ �t,
I (A Ld ��:,...`;: 1. , - - : . Q. ? . ; � . ,�_ 'i w
I . a _ . ;� :i, :�� i �, . I '. ,.� � 11-_'11 4__ �
�� �g - ,i ;� L, . 1 :b .1 ," I ��.__ ! ". � -1-1 � �, wz
� .
. / . z _ "] � . -, �'i 1�' , � � . .11 ..... ". �_
,- �, - I 11 _t.- 11� � _. � -i _: En w
-lik 6 �� __ I.. , _, ,. _,:,,:1 . � `', - . � �F " .. ", .11": ."
, I � . I
. -I !"'. . I�. _ ', � . __�'111 . I 1 ':�_`. �.
J zt : 1. . -,--. I ,3 ._ :1
. I , %�
-, q . � -, *, , i:., I" � . I 11
,
DESIGN PRESSURE: _"o,_ _j �ii:.., -1'' -- 1- -, � . .. 1. �:_,�, 1 . ..1. . I I I ' ll :", ,� LLJ
" .- � , ;, 1�.
�
�
-1 , __ -4 � - � I :,�� .. - �_jl I.-:ii�.".'. I - . .� � ! .,:, .. .. I � 11 ..,
. 1 .1 - n ,, _11 :.11 z�ww ;
"I . - "4- . � � : A � I 1, ."� 1-: ___�,� P �, � �� (D
;_., .. _ . " ; , , ;, " - 7
. .i " .,._,. ... _1. � - , � --T%. � ...
I �
'IT -L' ".. ". , �i; J!i . � .__ , t.__�;�
-i� ;4;,,-_"-,k,��_ , .i,�! �,_: __ , i - , I I 11 `-1 I., ....I
-
"i. ii.. : � �,� .1 . �,:,� I A . ,; �, I I ,,)�
. . %�. . "'� I . , -'! I
. I ...:1� _t� ", _ .1 I -1 1� I �� =)
. . .1. .�
. .. - I i 1 :: - _..�.- , %.......� " , '. , pe.I .
., � :.1 . , . � . , ..�7:. , . , �
0 - , " .,:,: .i i I .. I � z�
.1c _ t�, .." .. .. -11 :" _ . ", F - 'ZI, - � !, '.,�� .., i-\ . z
k< A� I . � .. ..," 11........ 1'�' _` I �. :: 1.� - ��,:,.,__./, . �� .�. .. � .. r- < > I
ZO � - �,, . . ..�.1. . I _�,`:�e. 4 ' -1 � � 1 ,.;, Ce
... i -_j� � . i.:_1, ,,,
1- . , 1, . � � '' � .��
,_ i�' �� Y - - it 11,_ 1: � " �.
1. . .i . ., .. , ., � I I, ,:1
- _ �, 7 � 10-
� n ,- LL1 (D I
. " .
i.�,� � � .111. I.t . .; . ," , - ,w. � '. - i� ,.,
t..1, . .. ... � ,
_ . , ." " z" i 1, 1, - I..
_
1� -"\ R(yjSE p K .__� '',- . , -ii 11 _'A,'�,: . �r" �:, . .�: , z. It , � ,
. "I � - ,1-i. I ,16 ; ", ,� .I � .
I I .1 � ,L." I � : �.": �,,� -�� ., � 2 �_
. h -, , �- v , 11
0 _., 1- . .1w - 1-41. '� -, " , � A
I �, ��., R �Z i::, _ ���, I 1 , .. � .
; (/) R AF (1) ..-_., �� � �_ ,; -I 1.,"-':r �:., .1 . � : ,I i i Ii., Ilk , 1 :;" I I :-
. : .
, , �� , : , , : � i- -
I
� :,- - ., . i"I �;� .�,, � .,�; .� t� X: It
I Q .. � �I _� ��, I � , �� , i
I�., __ . �t i'- -I—' ,:., ...� ;x _,__ . 'i .I 'y ,ii
. ��, %'! �� . .,.� I . - �� , I ,. / "i �� �1,
, � � . . I I I � : "� � '-> �,
. ,:;,� I 'I, il . I I ��,
.
, I . -, �,, . I (9
I r 1.1, � .11 : , _�, . v ." .::, . I'' . . - � i / I ",,,I -
I , I , a-
11 . � , I _�_ � � . I,
I , - 1�,:,_I Iz 4z� .0 V) � ".. . lil I .. .,m � .�:� � � 1. I I �.;� ..
� � � ...... :. It �� - :
�� i� I � 6.01 �__ I— ...- 1- 'i", ,, "I'll : w n >
m _ V4 , , ,� - I OD - . ��
,I �. k,i -�*,'-� _��,__ -
� __', ," i""'..'- _
- , 1: 1, � 11 .. - I.,
I
,;:Vlo=w,- I � _;�� 1.1, .
+ _42w- 1 ,�-_ . -
,,
4� � "��, (Fr- �..v o I � , �,,� 01
34,.7 ; �- .�z (b -k �.-� of �c 'T ,,,,,, . ,i� t1i �.., _� e �.1:1: .
- _ - k�
-, � � � �. ' LLJ
- - �::. �� � -.11 z
, R - I== "', ,� I— -_ .I .", �� - '. 37- _, -
* 0
:;Z! . FRONT,' MR SKETf%" '' w ,
to
CV _* IT- .;o 0 0 4� to I 14- .� .1 iL I- rL w
f\10 "44. §_/ T_ z " , 0
N 1.0011,
,
"%% 0 . >_ 2 * V4
f1v kjj _p: F_ Z a-
V�_ �_ ?) - =� "i-i'll qt
t� _4j Z) 0 0-1 8 < LL.
01 0 LLI i_- Cj M 0 - 0 94
1 01) _j 0 w " _j _j -,'�_.,,� 0 0 Lo
. 0-%%o ,�,,�.,�__�.,
�,4�.,
ry >- (-) o , I - V4
,.� - I. Ld of z _j - C! ( �� ",-.,-.+,. - . � Z I.- J
"I
.,P�, I . --.SOW '_1'. -4. Z
r- ,�_� - 'A ,�,,
V) � o 91 In *", , ii", "
. . � I.- LLJ
...1 1.11�_4,I'— " = En
��1;-1� _ , - "-, , 1%. - - I.pftw4,,. . . . �1111'
r- - --g n- -"'i", 5 ,4
I- 04 11i - - ��y - ..---,
f 0 ..�,-,�;�:'.,,�.�,,�:ili,.,.,!���"Y"".�f�����,;,-,...�,�,�� ,�-_i,-,-,
w0 ... ,"
. 'r
I %..O , _ �".m.0-c' -, z `:. , -will-W "
0 W b , - � I
* . �F_) q1t
0 F- wi ,�ii; ma
_\_ 41%��� � �,!_!Ivl!l -
0 ' M&- I'll 6 1% !��_ I.- :,,.
,
./ - " - , , - ,
1 1 - ,�:��;�.��it. ;OL_ - N L9 z EO
�u " PROPOSED I -:-. ��,i�_',!�W��, ,,�j� I ,� .. I i I- ; z
i t I � "t.--l-"N a,c, ��25 : AIM _ I .;�":
, i� v
1� _' tK '/,'� I'll � . ,_ 6? ou w
I
0 -, (,o CONC.DRIVEWAY ' /. . - !.- I t_ . : ,__� " � 0
PROTECTION OF OPENINGS I & Cv 0 �4g�,�.,�N'. . . IV it
111111.UJA W- 04 LLJ / _�.. :� 6: z 0
.
al E*Izl�� .� �
..
I
. ,
.--.-;---.-. .
.
0 V6 / 9 11 11 . z W, a
PROPOSED - 1� I I t w
. U.
I o
.
pir z :: :i pog� -4 W W LLI
r 0 1 � il.�.- 0 � .j
__L ��A .
IS REQUIRED 808. STAIRS i .es ri - . . : I x (I
; i
. - I
C�j / 0100 � I I . . I-_ - z IIIIIIIIIIIIIIIII
0 foo,f� e (In : �,. i I W 0 ;2 1
1 : . � i . Uv) a
t i � f� .J w
( I :
� A 11 z Z� ,I �� &W
�� 6 ; . ! L t
t Ar - C> ; ..... I - �::
.
I i I :!A W> (% 0 ,.,
: %9 I vi "
,�_ .;i�, t! 0 * : .1 I I
25.01 11 24.1' " . � J. .
. _________ . �1. I � Uj
� � ... . � � (A U.j -, .
44-- p � 0 '... A' i[ �
�
----PF w i : � U.j w
� i I 11 1,
F i
- � I�- "
� .
.. . .1 , x � I
0 z � 4 . �
1.� LU ,� I
-4 - -.,.,--2 1 C I . : :J1, � 44M � . 1. , . �i '-N
- _< � - Mkll .- � . � t
CONCRETE 11 .. I'--.-- I rl�l .
AREA TABULATION � 11 . ,I . U) U.j k. I
;F k ;
. 20' BUILDING I RESTRICTION LINE ,.�� � ... . . L .� .
z .. . ,� I tn =
0 DUMPSTER -- --- + .. ! w
. I
- i .. I I MI.I F , : !P- I U.J �-
� - _/_ 7,,�� I 9 -, 11 . r..I M
� � - ..
: :� 1: I T � -i.I
DN � � ,�v . . . :: .
1! j �! �; q ii . I
.
.
.
. . Q6 AL V PAD t: � li 1�.�,, . I , a, __
T i z
. .z! �) en
I . . . . :z
WH POLE Fo . ii t � � 1 : x ,-,�,
t. � ii .'s 1 ! ;. .p 8- 1=)
. -t . i . . I . --
� : I i. � t . 1.
� : �t .11, ,� 0
C) [ L : I .1 . .: j
. -
i �. � 3$ ;.:.� LU
..
.
. � , .
6' CHAIN LINK FENCE __// i 4 � . :�i . I , � : -
-X-X--X--X-X-X-X-X X_ f, i . :�l . � i = eq .�,�?
'i r.. : I -
I 1 11, I
� � I > I__
X-X-X-X -X-6�ATE X i 1 I �I, I Z P"
, I ! _ � i w (D M ,��
o �, j " j 4 '. . � i
` 1�4__ i. - g 3.0
0. I � .i I
� I . ;�, 11� . j
CONCRETE . L ,
rL I . : � z
�
( 50.0' ) . . - . t f I � -
I - - 4p--- - - - ,,.:�,.-�-,.i77:--,t-,.-. __ I , . . , . PQ = g ,4
z I� 1
( 75.1, ) � __ VJL ' - __ �,;��!�_ri � ;. � ft- -1 I "�;" 2: �2
- * : 1, . �_`-17_
� z -
� i I I. I . ;
. � _". It . .. ,,-1-V,1 .I�_4Lil ,,,
z
� �� -`I '" '? . �_"�'� -
- i�,�--".�,"�.r...,-,.."�.,..-�-.�--�,�,,-��,�.�..�-�.-'',-, .. I - ,.
-- ,-,.- ,
" . , � ,
,,� ,,-_-1 I.-�i:___,i. �4 1"��;.t � "I I. i I : I. - . ,, .. 7' 0 Z
ii, I �i,,,�_ .: : ,�.: %J LLJ
- 1 - � i,.i. ,� . , I .. �.�4'.
� , . P- "..., .1
`,�4 1"�'_
_
I N .� ,.", - -. ;.,t.. "
� I IL
.i . , , ::.zz ...-. -, -
11 :. - �;1, �1�
. �._ "', ..,�, , : IRV?. I
. �11:�'.A i',,;....
. 1.11:"A Fa,;�
� ,. ., � : �--",_I�i i�,.,;...:!
FOUND 1/2 , .. , . I �:!
LIVING UNDER AIR ��i!-,'*��-,��".".-,.��-�-�...,:,�, � ,
"
� P -_ Ilowl
I of SET 1�12* IRON !-I i:. _.::', I�-,�_'_11 i�'tl; r, ".i ,- 0.1
.. i � �
,.�4 .1 ,�
" . .. , . - z � ."., %.b."-.5-�
�, "', !_ _ �, �. -1--, - ; 1; � � j I : ....il�, LU x
, , I ... ,..,.
- - t . 1: . p - .: 1[ z . - 4_.,"�:,il�..o,
- , � . .
: . -
; I � __!�
. � [&�- I, i a-I = =
, p I . Z!, 1 __:: _
� : �' 11. _1- i : .
� : . I '' . 11 ,-�:�,nll �L�,,-,]_-_�,.�
. , - � �*
__��� - - 1 - . .1 fin 7 I, I
� X 17
- , �� - __L,._��'.��i I 1 t11*_ `
,
� , .. * I I t_�,.
FOUND �Xo CUT 3 :_ I - fl:
_, _'_',_ _�,:__.�...'� A !' _ . 1� - wo <--
125.2: PIPE, L.B. 1048 PIPE, 3672 _Z, .,,,, " � ,., - I U C6 WW4 op
, � � . �
tibtf I / Zu vv I :�.%,:,--. _.��:-.- , _ f. "-,r
�
t �i �- . I � _ . :.i�
8 osw ' IE � `�- "", L��A I�., i _r,:;.�� i " : .- 14 z . . t ,�... ..I---�__ , , .
�%_,-44�,�.::.!J_;ivz�i I �, - - I 'i . , i, 1 I 11 _4j I �.. j ., -,:��V__.!. I-_ U
�, : �. i�. . �_ - ,.-.. -,
- 4, � � . I ..,:
� ,t - - I � . -7 *�
� - .1 , .2 . � z
' Om W -, ..I � - ! . - I I.. � � I -, , �11 -1 � 04 Emo =
( S 9008,00 125.48' LD) - � - p . .11 ,'.. _� 1 7 100 ":�I,
175.50' ��,---'---,-.--�-�,.,,r-','---,- ___J I. ol , ,. � _ .1. 1 7. 1 ...,
S 89*01 7' � , , - -- :"�, _ ! I I _-":-A. 0
-. . �� : . 11 i , I � f- - .:�,,
� :� ; Ila" ��1! I i �._- I " .
, ., � - "i I - I z I I , " . PNE __ .
.�� I . ..� , .4�
� 1 I. , �,,_, .,;,.-. ,.I _"i-II �, .��",'' _ . i i j -1 >�
.� . . .I. �." , i : t y in
�:11 , . ,; �� 4.2", " . : .�.. ,,�": "'� __1
- � '. . " , , t
011W - .1 .� �. _:� 01 __ __ _�:.i ��. i � , , � .. ,,l ! I I
.1. ,, _�" P1 . _11,
I _ - . I—— I , , .1 4. 1 ��1-11 -.,- - - - I . I � 2_�. :, .�":�1. 11 w
.. " - .. �. , 1'� i: Tt �1_..__.. � - - w 99 U
" '. ", � I -�,:� .,��.� .�' 'm I hi . _j
__ . , . " . _ � .1 :: , I., . ..:
11 ;, �, :, w- %', . "'.. ,__ .. 'i .. - ,..i� I i . I .11 ,i � � _., ..�, ,, ,�
,
(S89-12-5 74.99' FIELD) - I ,� .- _.� _ 111.1 - . , P�...:._ , iiii.I . . .. �.,
11
,-
�.�__ . I � ` . ", � i I � � .."
___i ..; .�- I .. , . . __
�� .. '. i . I. L 1,L - .1 .:;
I . . - . ., ____ - 1. .1 . :.. , I (n En
. : "', -,11�,_�-�,��r i.'. - -, :".� . I .11 , ,._.,_-_,,�-:.,.,,� :� LU C110 >0 94 M
i_� ......�,, - i.. t- - I L� I'll, I -_
I . ..n A - �! �11- � .%i . .11 ,- T�.., - I.: ... E I �%��__ li�� '' - .- .1�. -"'
1; .1 I �,, ...7,,, ... 'It - , .:_ , I ti_ ;�,� �� , i_�, , " :.� ��. Uj
"', � ,-,� .. . \!7T . __ ,_-1 . . I � .��% ... � 141.1 1 _ � _ , , �
. * � . IN, 1. " , ..:,:, �.4: _ I I - i. -I : ��. . t_ - �..., . �.
4 ..:,�. .1 ., ...:,_�.", � i. , I,-1',111 .....,..____.,�.1-!.- ,,, ��, I- ,. I�.� -I : -i _ ., �.. . :�.. � Ce F
,. - , , , ,.,- ` jo� � �. I I 0 .111!�
ROAD �� _ I e4v �,� : . %%'. - t I .
. ,, I � 11" :., __'_ I I—_ - .i� I—:
.
- G ARDELL.A " 01 �� �:, �� ,�_ I `_.. - _2:.� �,� _.�,'1`17_ __ ,", ::.-� -1. ,.. - I. 11 ,.:.. ,:, 1� %� - � � " 1, ��-. i 11 .�� �111�. �.- .� - 4 04 0 eq
SCALE I = 20 1 - _,, .,�- �, � :_- ..." -1 .. - � . ",I _`� "" �' 1;,:: .. : v, :., :i�, il,� w.- �, ,.".i � �-, - � �� :1 .__ ", � � - =) 114 w
.
I
ARAGE 11� I .,.,- �. __ ..:,, il;� :11 - bi�, wi;` , �, i, _4 I .._�� :.:. - 1� I :1.... .Ir..� ..�,� � �L, ��, �,_ � . � :iw,_ , -_ �t:.��!� " ... U_ o* F* %_%%
30' RIGHT OF WAY ,I, 1. ,� . � . __ 1f, 1. -7r �_, :. � 1� .: � ,� , "
� ,,*�� � .1 -t. �71 ... ; :% I I - I ,!%, .:. :_:� - �11 I..� �_ .f..� N,� ���:, . � - - _11�1 .%" 2 1'_,,, _ b 0
_ �;, I I � , I . . .1 "I, � " '. . %� _� , ... :...:1.1. 0 rA >mII M
-
.. 1, �. I -1: - . ::,_ . :.. - ^" :;; .1. � - .11, �., ZWI (n x I
��'
COVERED PORCH AREA 406 sqft FRONT LEFT VIEW SKET 't-n- oz U " X -o� U LU I
I UU -4� 0 x 0=0 z
� 0 w ;4 o oc
-DECK AREA 555 sgft - , r. 0 ro �* z
0 P"
I-_ a " w g kn �_
,*�'!��.-, X. 0 U
TOTAL AREA BU I LT "'Zmt-111� I,r �-, .- I . 0 IE 04 0 �o w
"
, , - 0 " zMf;--,,�,_ r,_',�..� M
, ,;_1112� '. ai�-,,, ` .:.��,
. "4" . 7,AiN.1vm;1ni.: = Ce
I :�;, . .. � -
I . W, .". .,*--ik�' �.�,, ��I �,, . -�, _� w 0 0 W ro
0 v � � w __ . �
� I" ,,..,;,,ko,,��R'3-',gj',- ,�,,n,i,.'..5t,, " ...... ,�, %, 0
p .,
1VI �,_
�ii�g'.ir, �
'.
, , '. . 1-
� . ,- " ,.�. P _ 09
l'! imov",N-"I . 't- _1 tn
"
t " �1,_�,�.Ai,;�,F`C4� .. �W,F'11 qviz's rL! z
-,,
.0 ,w
,
' I i ,��'t.. .I , 5�A'a_. ,
,� � _ I 1 IL
-- &�m�, ,,, . � ,F _
i��,,,ow_,mo i, .�,�- 0 ,_1'
�
"
'i,
,�
A171C VENTILATION CALCULATIONS "ffln�,___ i� " i
� - , ,_ �!-,o"%'s0!R, .. 20 00*
.
.., I
LI..� � I .1to.i.0w, __ "-t�,. I . 1 ? '. p" -1111!�
i ,rl.,�i��.Ig""W�-��W",.�,--�,� gp I * (A rA eq
,,�il ,,.&
, 1 ow, -4%
.!*_� 0.
I I— .
@ NON INSULATED ATTIC AREAS �..gi, I . " U_ 5:
. 1�g ! .- �w_ LU
11
__41�7- - : I.- . o ..
1� . .
.
. , �
IMPERVIOUS SURFACE RATIO: t 0 i i r
. ,
I
t�� ; �: ,f�
- GENEREAL NOTES: 11 .:. ffiffiffio!!M���_�aim_ �_ �
I
1; . I = Z
:j 1 . ; � I 1 � �
.z �i; : 4 . i
KUUr AKItAAt5UVt b I AIK t;Abt d : 4 1 � LU C:)
I � T i
I . A I .F I I . DRAWN
. 4
1. THESE DRAWINGS WERE PREPARED WITH THE ASSUMPTION THAT THE Iz t o � . i I
... .tt 1.� . �
i
. �1 ..:..�j" I i :
I � � I -r �
. : _1� : I li T
.1 . " � 11., . .. . . . ` � I= : -2 6
PROPOSED I.S.R. : .31 IMPERVIOUS . !..,..i .; TC
.. I
CONTRACTOR OR OWNER-BUILDER IS KNOWLEDGABLE OF COMMON . : � I
.i.-
. .
& . .__ zl-i - : . 'm
_J- :.
.
MAXIMUM TOTAL OF ; �4 � . . ��'_:'__, : , �. I LU b
: ,� _-------7, K� .. 0
! 1.1k,ry _ _!- -7 ___ -.��k � .� I
CONSTRUCTION PRACTICES. NON INSULATED SQUARE FOOTAGE: 165 sqft I . �.. . .. . - - . . . I _ �� . X0. �. ... �I �!: 2
GROSS SQUARE FOOT HOUSE & GARAGE: 2,341 sq.ft. �� 1T , . . 11 ; I 71001, vwiiz� . ,��_ W10-
.
. ,C:-tf�-'.- . � . ;. .
I i . . Zj LU
I — '.
.. ,: I � . . 1. -
2. THE CONTRACTOR/OWNER-BUILDER SHALL REVIEW DRAWD GS FOR . .�Zf . I . . 1. w I : 1) Ce
. .: � . .
1. , TC
. (_
I - 1� I——I :- !: .� �
� I . ., I :
. z
MAXIMUM REQUIRED ATTIC VENTING (1/300): i. �: . . � . . . i. 1: . . >_ ---
:. � I I ;. � : >01
: :1 .. � . �
GROSS SQUARE FOOT DRIVEWAY&WALKWAYS: 940 sq.ft. I.1
. i!, ! � I .� I
ACCURACY AND INTERPRETATION. ANY DISCREPANCIES %c HALL BE z: ,; �L I z
. .. 1 4 Uj
1: itz � z I : il I
.. . : DATE
.I - ..
- .I v i; I .. . ; 4 UU <
i: 11 .
.. i: 1, .11 i.,�
. I
165 sqft x 144/300 = 79 sq inches ; I . � A . . .
!. i I � . I
.. I :: f. i k :
. � :
. . j
. I �
GROSS SQUARE FOOT TOTAL: 31281 sq.ft. BROUGHT TO THE ATTENTION OF THE ENGINEER/ ARCHIT ECT PRIOR ; I. � � �=_ 6
� L . .
: I - � ; .
. i I �
. 11 I ;� . � �:�� dr-
. - �___' � "' '�Ir 71�___
MINIMUM PROVIDED VENTED SOFFIT- . . .. . �t"N-.-� - 1. : LU
� " I " 11!".1 lrw5__v 11�..-_-, P 7"', - -�-,
_ �- � ,, 0
P. -q- -- 7', �,p,�,,. Ce
- _ .. '' � .-,,-- --7-�-.`,i;77 � �
,. �
I � . � _ ,, I "', - ,__ ,.7�,�
I : ! j'.
; -''- ,. , .-
TO CONSTRUCTION. � , �_,,:�'�: .. il- ..`� : I . _� -, - _ , �,, < P
, 1: i 11� -,,---�,�--�rwi i ' .. ''
. . :.%�_. n
�'�---��,��-�-�7�-�,,-�-�-�.-�,��,:-;--�-��.�",.-.--�..--f;�'.,.'.,�",�.� � L. ., _-,�-._:
, I��LA ,-.-J L_ I - I i-11� -, _ �._ _' .f
� - . i I i !� _�� - .,
_��','�_.�_"-� A - . I ��,.� ,:�7 SCALE
- �..�.,_.-P_ _ * ,
LOT AREA: 11,009 sq.ft. . ."_��--;�....�,,�,7 i�`�*�,,.,_",--.�** .. . �� . - �. 4�=- ........ .- -1 . � i I -_;�...i�..". .� (.n *
- 11.�-�.,",:` � :, � - �- i..'�.
,- � :
.
�;.". '�,::�_�i,'�"'I'_: _'. �i it " "; i . 1
: `
i�,,�,`�_ �
3. THE CONTRACTOR/ OWNER-BUILDER IS TO VERIFY THAT TRUSS 26 linearft@ 10" square inch /ft= 260sqinches (329%) �,-4�-,�,,�..7.-"-..��!_�..,.,�-;,...:;-,�',--*�.�.-�-i� _ _,",�: .. i�
�,`��"',_`_ .1 �
� f� , -d :"
- . i�_J _;J -1- . I
.... . . - -
i , ", � I— ;_�==:i _ . . I (D
_" , .,..�.. _� - : I - 1 z � . � ��
, - , ,�.:. ; __ 4rZ2 r, . -.:--- -- -1
,`�_ . �"-- . . ,
�-�: _ �, _ - : ZI � ,-..,. ,�, ,- ,,,
_ � _ 4 , ..., _�
_� , ._:b___-% _ L . �, '. - I � .. ,
,� - �" � , .. ,_ e: I � .1� .1; . :,r! I I _j
..... - ;�., 1-.. 1: _. __ 1� .F..�U;i�� .-, I � , z .1 �� .
. I I , .. :
. -: '. �_�........_ � -: -�wl ...... .� �: . 1� - , -1 I 1I.-.1111
, , - - I - I _ - il .
-__ �: ..".I.. �i__ . -,� -, - it,� i . .11 . J_ , .- - ..,
. - :--,-- :,.,.'.'.,,'':-, - I � T�� , . .
1. . �, .
_.,_�� ::: "....1. �,_, __ , IL , ,4�_. : - . , , -, ,_ I..
. __ ,� -,__ ::: - :- ,%%, : I - 11 I I �,O ,� - .�._ �: 0
.� _1 1_ � ,_ ��_-, :"�:..... .��:�:.,%�-�.,'_:�: � � � ----� _ . . . � ,-:f....... ......j- .:.� �-,.��. "I I 1.I .� _
,�:� '. ., I , " -
'' � - 1:7 . .
, _ � '._ , . , . ... .
- _� �� - ::._,:�, I _____1_ , � �! �_ ': � .. ,", L_j ii" - - ,% . .
.:i.'i: . 11]74��! � �.�� _ � � � � ,. " P: . . ; _H_ J , - SHEET
'.__ � , � "T .. . :,.,.
'.1- .�'. _;�. .� , , � 4 Ld
_;�,,,��:
. _;�,,,� L_
�.." ,�__�� �........�.�_., �i 'I
I . ,- ,��` .. �r . I -]
- :_I—_ -, - _':I�..���:... ...1� -I
_�-f:-- _ �, '_: . . ' ,;Z=
_jx�wl
_.,._L� _�_ - [_
.....I_- _ 74- j
�_ _
ENGINEERING AND DESIGN IS COMPLIANT WITH THESE 131AWINGS MINIMUM PROVIDED RIDGE VENTS: -'7.:�f�.-,-, ����_� : : _� �'.�. r
i��7 � __,_:
, _'_ � ��_,, , _ . I :... C-] .,.,
- - . 11,:- � _, �:... �U�_ I_ . , -
. , . � __ � _ - .. � . . '
- _ ,�� . . � - I �11. �
�'.. ., .:�., ___:��.�_ .1 1� , i;'� - - � .
- -".-,1e_, �� ��,-Zz--:L__._ . - ,::�, ' , �.-_ � ` -11711 , ".:, ,_:�.,:_...�' z .. - b _ -
'1_ I � - �, . , � - - ;* Z<
. - '. . .
.
.1 �.�f.��': __...� ��,; . 1� .� -:: I....": . _.
. I � .. _. - _ " � - '' ::,,-ZA�. ..._ 1. - 1%. �.,.
....... t__ _ � ____� " �__....:._ . - k- _ _ :... %.1 - _
� -- I - ... "'.- . 'T, I -1
, ."I': �. - - . �q'_**- . � `,- - -,. :_
" ' ,� . ! i". -� _": 11 - ,
- _" ". I �. __ '.. �r '� . . 1- -'-�
, _ , ,.. , ,�, -
�,
. - , � -, _;If, .7- I ., I
. _
_1;1� �z .1 . � �;�_ ..,__�, _ _ _`� 4, �:-,-,,.,',7'4'.�-,-_: � - a
.1 - , .1-,r-_�. . ..."....'.." '., I � _ �:. __ . ,,,,,,,�:��, ,.:. . , : . - - ;,� 2'It%",4,�-- L � �
PRIOR TO TRUSS FABRICATION. .�' i, �,�. "�:__!�1'e;:_: I , _ . - �. �... - ,7 �
0 Iinearft @ 11"square inch/ft= Osqinches ". ,.,�, ;�:., I- _., �,__,v,� '..','_'.:�� , .
� I".� _�'. :�........._.- .- ': ,�_._ ...%:_� . -
�:_ � ___ ,, .� _i�_ �
,
__ , . ." � � . , 4,.:�; �. �7 I..... . ��,
.1 .1 - , � - - ,,,f i,� . ,;:. . . - ,
11 -
, �
. . ..
� . -
� � � :
1, -1:� �::.� "'. �- ,,
.._11 � I '_�I ____ � - . i1P.
.1. 11. ., ,-,_,__ ". 11- -, ,� , " �_- �_.:�, � .: 4,.,! . .1 'o . .-_.... - ,_
.
.. - _k_ .a. - __
. -
--.1` ___ I .". _�,�___ � " ' Al . ". '7 � Uj
_--_,,-1 .__ 11�,': __ , �. _.L "I � . .C- v :5
.."1q: � . ., _ �, - :--", ..., _ � _ _%1-,11.. , .0 IR C,90 : LL I
�1: '-11.i:. :, � .. "I". " .":�_..',
__ i: �� : ", __, ."':�;_...'. .,,:. .
.. _. _.
.
.
.
.
. ''. � _', � .. � ; .
1. ,�"' :..:',.. , 1- � ___ �� " �-k_ I— ,_ . I ' ' ��-' _ i
,:. j'_:,,-, - -1 , _:� I
.. .. . � , � ...
4. THE FOUNDATION PLAN SHALL BE VERIFIED BY THE CONTpjJ TOR/ --fl-, __ `�, I �_��. �, �__.., I �:t . . , 'z
- :�"-__ ,I., ,
___�., � .- :, I ..
MINIMUM PROVIDED OFF-RIDGE VENTS: �� 111�. :,.,90� -0. �
�......a,- _ . . ........: ,' ' - -1 . . 9 vc �
.1- �, � ��,_,�_. I...�;w.4'., - I �-,..... ,--w _ , . " "' ,:_ ,�::� I, -, = a-
_,:._-**-* � � ,.,.. L, .; .
, I :.
1-1 . -.11-......�i_ " �:,:.�"' .." �.�. .11 _'
- .. 1-11, 11," ....... "I -.1.1.- , `_,.'_�-, �v q... ,-L , - . t',- � I-_
� �- � �- , , _:_:�_, � .1.. � �,. -01 IC I11WH. �; , '_�� ��' ,� ���, LU
11 . , I� _� ___ - _ . -CIT!
I,,,, � i"', __:t' ' .-1 ,
OWNER-BUILDER TO CORRESPOND WITH THE FINAL ENG NEERED - ,:__:_ � � I
� �
_ ,
-�.'* .i., __ _: : _ : . Y,OF:, r
, ��.__ 't� �, - i7,
-, 2 UNITS @ 140 square inch /UNIT= 280 sq inches (354%) 1 , -,�._i_ I " __ ," :,_�: I , - I.— :1 ..11 � I�
I..: I k_,�.... .'' .,:�_,., -:1_1r,i:,_ .",_j-. .� ... . 11 I _:: .t4t, _t.;_ z in
*, - ,. ..
�
TRUSS LAYOUT. I—— I __.:�� -':' __ - � _. rl,, I., . v- ;SES,ki MITS 00 . __ -1 -, 0-4 LU
.. ', ��, __ r .�, ,_ " .... �,:.�.-- �
- _, �-.. 11 �. . __ .:, .! i � I.,
.. L �; ,_ _ . '. ,-. R RADDITIONAL I �
I __ �_ . __. �.....,i- 11:_%1. ,:�_ _ , I
il.- ___ __j......,_ ......: ,__..__: 1, > ", :''.. .1 I ':� ':' .. _.'� � � � ii.. ,�� cn = C =01
7i::- I 'r,_:!�..I .-j . _._.,i.�; '! I- __ ;_ �' ,. � RE01 1A ��:� ,, ,11" -
- I I 1-%1: 11.�11 , -
I � 1.1, :�_�,� --�, C,: :: �
5. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE. TOTAL MINIMUM PROVIDED VENT AREA: -�'�!.,_......., __ ., _� - _,XUANDC01ND1TjotjS " z
.... ,.�. . , ...... - .:4'....��_ :.. I- �; .. ___ U E*f _ . -,-.- �
.. - '.. . ., ., ".. .- ; .. , 24
� M in
CONSELICE RESIDENCE
ATLANI TC B F, _4,jA. CH, FL
�
4
10"I
---
mom I
I I ! � I I
I
i
j4p. r I
; I
I
,
i
i ,I
-
( �60-_
T 7 1 1 .
.
�
�
�
11
,
I
�
,,
..
I .
DO NOT SCALE DRAWINGS. 1 540 sq inches I REAR VIEW SKETCH RINIMIM r2-. / g./jo a I-- �ili�����i����l���i!��il��l�!11!1
-1 "Teotw w LLJ = -1 I ;MENNEN=
= (D
I rt �! I I
.
-1
.
�
. - - � � - - - _ - � - -
j
0
U
46 12 34'
-111V REVISIONS BY
161 26' 0-
12 3j 41 0-
_j 8-1-2016 TC
---------- ------------------------------------------
17,
0
El El El LJ ui
41 121=911 12 ,919 41
Mil. �BEA TYP. BEAM TO POST >1
:,I W/(2)SIMPSON MSTA24 STRAP 0-
2X�l SANDWICHED WITH c)
(1)412"PLYWOOD W1 uj
0 Z
CONS RUCTION ADHESICE U
26' &(3)R S OF 16d-3 1/2"NAILS (n
Z
HAN D RAI L D ETAI L AT @ 16"O-\C,,STAGGERED 5 LU
STAIRS / DECK 7 =1 oil 1011,411 79=1 oil REAR PORCH
I U U-)
A:260.00 sq ft U- <
N.T.S r-lio
LOCATION OF X-BRACING 26'-0"X 10'-0" u
RH=10'-O" LOCATION OF X-BRAC G
7,-1 101-41v -1011 Ln <
c� zo -F a a
Z Z
<
El
w
IF
�p 60
HANr�FRAIL Si112-1 Oil !Z
00 C.)
ui
04
z Lu
BO F, LU
x 04 U-
Lu
31;Z _j ca
4 3: <
0 U
Z _j
T-2'
3'-2" iol if N
x 31-211 z
61 LN
1111111111114
61
6' Ln < ce
w Lu m
Lu
uj
m z Lu
Z
Li
(n Z
;0
LU <
I'm if 1,911 Ln
4 7 81,411 C4 z
�J_ LU LU uj
'3
cp
0
cq
U- U
0
OFENIN& TO BE El Q9
Z
51JOH A 51ZF_ GRE ROOM
OPEN DECK Rit HT (n
A:571. 9 sqft 256.00 sq i
yj
A:,
THAT A (b CO) _j
51=HERF- CANNOT 26'-l' 23'-10" w
RH=1b'-0"
FA55 THR-01J,5H. C4 till OCA"ION OF
X-B RACING F-
LOCATION 0
0
----- ---------7N _CK LEFT X-BRACING F-
-- ------ 2 1111:9 3 q ft D-12
z
ed
10, a 44
X 3' 1
_80�1 w� ep
9
1 c R1\SE 7 114' 41-211
3'
F T- 7
ic S 37 1/
DS 111
6�
D10
00 ><
Z_1-1-- 00
Li I
L 5 co co
T 14,
RIS R 7 1,12" 1 RIS 7 1,12"
0 0
1`NR 1 - - - - - - - - R PANTRY 7 7
IF 0 7"
Irm - - - x/
3' 31 z
3�Z�' I
UTILITY ROOM Z
31 A:41.20 sq ft A U
W-0-1 X 5'- SEAT
1ST STORY EXTERIOR WALLS - - - - - - - - -
W.I.c ca
31 LO RH=10'0" 21,811 A:30.17 ft
Lu
6f-811 6 Jet X 61-
OUTSIDE:
V-1 0 3/4" 3'
CMU SPLIT FACE
MASTER
BA�!
ic R1 RS07 A:57.58
s 3' r c-1- 0
z
4 CAR GA;tAGE \-11 -A -41 -4 �TTIC DOA W-0
3- V)
A: 1,248.01, sq ft 3 11Z I ACCE 2 5
/U')\ 10,
I - Z
x R8'-1 14" T-6'" L
24'-8"x 2( 1-811 _j
0 ON MD
RH=10'-O
- ---------
Lu
PAINTED BLOCK
___*`\A:46.21 qft 4.48 sq ft
INSIDE: RH=11'-, EIATFROO HALL U)
OCAT10h OF
----------------------- X-BRACING 1�6%'X 12'-8"
2f-8#1
RH=10'-O"
101-01,
C4 81,
6 6-8"
CID w z
6'
LOCATIOh 0
Lu
2ND STORY EXTERIOR WALLS
X-BRACIh G
Dill
> z
3 MASTER BEDROOM Lu
-(1)LAYERS 1/2'DRYWALL cl) 00 0
-MIN R19 SPRAYFOAM INSULATION IN CAVITY co A: 198.05 sq ft
12'-10"X 17'-1"
-5.5"X1.5"MIN 20GA CFS STUDS 24"O.C.Ill iv �b
HORIZONTAL BLOCKING @ 4- RH=10'-O" w _j >
Lu
z
D06 _j
04 w
w
U-
BEDR0 M I
0
113-
7'Z�'6\�16'Z��
1 V-1 0"X 12'-0"
U-
RHm10'-0" 0
-1/2"PLYWOOD OR OSB SHEATHING
_j
Z F-
-MIN R5 RIGIND CONTINUOUS INSULATION BOARD uj
T_ 31-21
-FIBRE CEMENT LAP CIDING 6"EXPOSURE 10, T-21' Ln
x
6-4 0
61
cLo, U
C4
CN UJ
0 Lu Z
u
0
uj uj i
Z
INTERIOR PARTITIONS 0
1/t/_1 0 3/4 311 12'-10 3/4" > w
LU
(1)LAYERS 1/2"DRYWALL
3 1/2"x 1 1/2" CFS 22GA STUDS 24"O.C.MAX D63 �u (p
au�
Si112A 0" Si112'-10"
11-1011 uj
Sill silli,-10,,
U-) LU
<
YERS 1/2"DRYWALL
(1)LA IF
A
ce
c� c� I I a- =:)
c� X 0
'51 in zo kv ill zo co Ed, ED Lu
-0 log 5
5 91-93/4" V-2 1/4 5 ul
zo zo -1 _--d- w Owl
I- 0 =
1=911 1=911 LOCATION OF X-BRACING LOCATION OF X-BRACING u Lu
4' 12 12 4 FRON PORCH U.J 2:
1014 A: 156.00 sq ft = =)
I-_ u
26-4-X 16-4l 0
RH=n-0" U
uj
El El El
uj uj
ce
-----------------------------------------------------------�Ji U-
1=011 0
V=0VV U) uj
1ST FLOOR PLAN 1 /4 1 2ND FLOOR PLAN 1 /4 1 0
P"
Lu
;T.,
0 :�
< LL_ z
0 tn
3/4"T&G PLYWOOD DECKING (D 04 uj
DOOR SCHEDULE DIMENSIONS SCREWED/NAILED 10-4 r%
&CONSTRUCTION ADHESIVE j 0 0
ID NO LOCATION W. HT. R.O. SWING SQ FT MAT. TO TRUSSES TOP CHORD 1/2"DUROCK CEMENT BOARD uj
_j ul)
1-011 1-011 SOLID CORE FIBREGLASS RAISED-PANEL UL z CL
D01 2 EXT 3 8 RIGHTIN SWING IMPACT INSULATED GLASS INSERT 0 0
SOLID CORE FIBREGLASS RAISED-PAMNEL 4"OPEN CELL SPRAYFOAM W U)
D02 I EXT RIGHTOUT SWING W/IGNITION RETADER C LL. >
IMPACT INSULATED GLASS INSERT o LU
-011 1 ce
-011 SOLID CORE FIBREGLASS RAISED-PANEL A4 11111 111 111111 1
D03 1 EKT 3 8 RIGHTOUT SWING IMPACT INSULATED GLASS INSERT @ U)
t-011 Df3L.GLAZED INSULATED
D04 2 EXT 61-011 8 SLIDING GLASS <
DOOR IMPACT
DOI 4 15.33 11o, 8,0 24 26.3 -28. 1-911 101-011 OVERHEAD b
PANEL
10 METAL RAISED
GARAGE DOOR TIC
D05 4 EXr
24
2611'
D06 3 INT 21-811 8l-011 HOLLOW CORE WOOD
D02 4 15.33 8.0 24 26.3 -28.7 LEFT RAISED PANEL 0 CHECKED
I 1 -11, __1 117- _ , -, S-"- ' ' � I I � �� � NUC N 2.0 PR
i I'' __ .� T INT 2'-8" -01,
'':44`� `` 11115.3, -14-2 D07 1 81
5' 3 HOLLOW CORE WOOD
RIGHT TRUSS SYST Lu
RAISED PANEL _J al�
D03 4 15.33 3.0 8.0 24 26.3 -28.7 D08 1 INT T-611 81-011 LEFr HOLLOW CORE WOOD u >_ TC
Lu
RAISED PANEL
DATE
77T7 24., <
D09 1 INT T-411 8-011 RIGHT HOLLOW CORE WOOD Lu
D04 4 15,33 6.0 8.0 48 25,1 -27.4 RAISED PANEL
05/26/2016
HOLLOW CORE WOOD uj 0
FOLD
ce
D05 4 5 10.0 10.0 100 23.7 1-011 HOLLOW COPE WOOD
6 r
D10 2 INT 21-011 81-011 BI-
A
-26.1 RAISED PANEL 2 LAYERS 5/8 SHEETROCK 1/2"RESiLLIANT CHANN�l _�,) SCALE
D11 INT j_v 8 ..L_FOLD -D-3gv 3 �\ ul
RAISED PANEL FIRECODE C DRYWALL -6"OCATBUI (D
-Olt Z
D12 1 INT 21-611 8 BI-FOLD HOLLOW CORE WOOD UJ
wol 4 15.33 3.2 6,0 19 26�7 -29.1 RAISED PANEL 112"RESILLIANT CHANNEL 4%V; 3:: SHEET
16"OC.MAX.
z
1 INT 31-011
, 0_ __. WOOD LOUVERS
D13
26J
w 4, 3
2 HR CEILING ASSEMBLY
W02 4 15.33 3.0 4.2 13 27.5 -29.9 NO THROUGH CEILING PENETRATIONS
.......... z
L PLUMBING AND ELECTRICAL CHASES ALONG
.2 ui
33
111w .2- - '-5:r'� �, ' :' WINDOW SCHEDULE DIMENSIONS
9 27 ID NO WIDTH HEIGHT DLO TYPE GUZING ERIOR OF CMU WALL a-
W03 4 15l,133 3.0 27.9 -30.3 ALL ELECTRICAL ON CEILING SURFACE MOUNTED
z (n,
-011 DBL.GLAZED INSULATED UJ
-211
'W-0.3 4 wol 7 31 6 VINYL SINGLE HUNG
IMPACT A=O 1
-011 DBL.GLAZED INSULATED
W02 1 3 41-211
VINYL SINGLE HUNG
IMPACT
VV Lo
ui
L SA
PL
R L
3RAC G/-
I L.'S
ATI
W03 3 3-011 3-011 VINYL SINGLE HUNG DBL.GLAZED INSULATED 2HR CEILING ASSEMBLY 3/4 1 =0 0
Lu
IMPACT
A A L
-'n
REVISIONS BY
0-
Lu
0
Lu
>J- C>
ILI
0 Z
U
Z
LU
12 12
5 F—
ARCHITECTURAL ASPHALT SHINGLES
Ln
El
LU
0 U-
4"HARDI TRIM TYP LU
LLJ
PT BEAM TYP. LAP SMING
HARDI TYP
Ll —1HL Z -i
�e 0.
0. * 0 z
-IF
::IF :IEIE
Lu cd UJ
FIFIF
3:
Lu
a
Z
Z
-7 F- -IFT-7 11
II=F—IF—IH
V)
LU LU Lu
0
u- U
Lul Li Lj iww UwwUILL LIU LjUwUU
�; z
Lu C)
Zj
PT DECK TYP. UJ
JL was
PT RAILING TYP.
SPLIT FACE BLOCK TYP.
z
PT STARS TYP,
—IF—] I I III 1 11-7-7111- —107
i7F—1 I 6X6 PT POST rT. Fll
10
—IEIE
—IF-11 LIFID
117F =g
Lu
9
=019 (n
Rl T ELEVATION 1 /4 1 0 FRONT ELEVATION 1 /4 1
M
b
ce
Lu
> wz
!jj
CL
0
>
LL
w z
w
0 0
>- Joe
co
I Ml
I
I I
ui
(L nu
uj Wa
kn Lu
Lu
ce x
>- Emmmmosuffiffin
I
in LU
in
u
C) Z
U
F-1
W-U-1 V-4k 11 111 111 11 11 11 a 11 111 11 11 11 11 1--4--4
rA
Z eq g Q uJ
0
Liu 0
W
u
ly
(D
n w 0 ;A ON
0
uu 0
-j (n
ILIL "I z 4 m w
0 u
:2 1"
CL
LL.
LU
Ln
z
DRAWN
TC
Lu
CHECKED
In
=EIDE] 1:1=1:11:1 El=[:]F—1 n ul
TC
x
Lu z DATE
UJ <
Lu 0
z 05/26/2016
-- ---------------------------------
SCALE
z
I" w
3:: o SHEET
V1 V IV VV V=0 IV z
U,
LEFT ELEVATION 1 /4 ��l 0 EAR ELEVATION 1 /4 1 En z
Ly
Z (n
p" W
(n = A=02
z I—
E U j lu If
L 9 z
I;
ui
FILE COPY 0 x
Lu
SOIL uj
_j �
co
< 0
1. SOIL CLASSIFIED AS SILTY SAND WITH A DESIGN LOAD-BEARI 4G CAPACITY(ALLOWABLE FOUNDATION PRESSURE) OF 2,000 PSF. U
REVISIONS BY
2. SOIL BELOW NEW FOUNDATIONS SHALL BE COMPACTED TO A,MINIMUM OF 95% OF MAXIMUM DENSITY PER ASTM D-1 557.
<
8-1-2016 TC
. . . . . . . . Lu
CONCRETE & MASONRY
Z: u
I-_ 0
I.— Uj
1. CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF AC 318 AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 31000 PSI AT 28 DAYS. F-4 m:
ARCHITECTURAL ASPHALT SHINGLES 3:
2. REINFORCEMENT STEEL SHALL BE NO. 5 BARS CONFORMING TO ASTM A615, GR. 40. CONCRETE COVER FOR REINFORCEMENT . . .. ARCHITECTURAL ASPHALT SHINGLES
OVER PEEL&STICK UNDERLAYMENT >; >_
OVER PEEL&STICK UNDERLAYMENT co
1/2"CDX PLYWOOD SHALL BE A MINIMUM OF 3" IN FOOTINGS AND 1-1/2" IN BEA MS &COLUMNS.
1/2"CDX PLYWOOD
X:
3. REINFORCEMENT SHALL BE BENT COLD. THE MINIMUM DIAN TER OF THE BEND FOR NO. 5 REBAR MEASURED ON THE INSIDE OF THE BAR
Uj
0 Z
_3/411. U
SHALL BE 3 SPLICES SHALL BE LAP SPLICES WITH A INIMUM OVERLAP OF 25" FOR NO. 5 REBAR.
V)
OPEN CELL SPMY FOAM Z Q�
INSULATION MIN R19 4. LOAD BEARING CONCRETE MASONRY UNITS SHALL CONFOR TO ASTM C90. MORTAR SHALL COMPLY WITH ASTM C270, TYPE M, Ns OR S CONFORMING TO ASTM A270. OPEN CELL SPRAY FOAM o uj
INSULATION MIN R19
5. THE MINIMUM NET AREA COMPRESSIVE STRENGTH OF MASO RY SHALL BE 1,900 PSI WHEN USING TYPE M OR S MORTAR AND 2,150 PSI WHEN USING TYPE N MORTAR Lu
<
NONNE D ATTIC . . . .
AS DETERMINED BY THE PRISM TEST METHOD IN ACCORDj kNCE WITH ASTM Cl 314. NON-VENT ATTIC U Ln
U- <
DRIP EDGE 6. ALL EXTERIOR WALLS ARE SHEAR WALLS DRIP EDGE 1-4
PREFABRCATED u V)
PREFABRCATED Lu 0
2X6 FASCIA METAL TRUSS . . . .. . .. . rL Q� cd
METAL TRUSS
W/ALUMINUM COVER 2X6 FASCIA U) <
W/ALUMINUM COVER
rh z Z kn
280.75" qu < r-,
+280.75" Lvn)
OP OF 2ND STORY BEARING WALL 1/2"DW 1/2"DW TOP OF 2ND STORY BEARING WALL Z cq
15 M
NON-VENTED SIMPSON OR NUCON TRUSS CLIP SIMPSON OR NUCON TRUSS CLIP SIMPSON OR NUCON TRUSS CLIP LL 00
VINYL SOFFIT SIMPSON OR NUCON TRUSS CLIP NON-VENTED <
VINYL SOFFIT
TYP FOOTER 9b POST LOCATION 7�
BEAMS TO FIT POST 24"x24"xl6" F- uj
EDGE OF APRON SLAB w
W/(2)SIMPSON MSTA 24 STRAPS W/(4)#6 REBAR EA WAY uj P-4
LL
LLJ
BEAMS TO PT POST uj _j
j ca
W/(2)SIMPSON MSTA 24 STRAPS 3r. <
o U
Z _j
�e 0-
-911 0.
41 12 12 41 m <
Lu Lu UJI
z Lu
1/2"DW WALKWAY TO BE 4"TI-ICK 3000 PSI FIBERMESH (D
CONCRETE OVER CLE I%N COMPACTED TERMITE z
1/2"DW
V) Z
TYP FOOTER POST LOCATION TREATED SOIL. uj <
24"x24"xl6"` EDGE OF APRON SLAB
2x6 TOPRAIL TO POST W/(4)#5 REBARI EA WAY oo I a z
CFS WALL 2x6 TOPRAIL TO POST V)
W/(3)3 1/2"SIMPSON SDWS . . .. . . (6x6xl Oxl 0 VWVF MAY BE L SED IN LIEU OF FIBERMESH) CFS WALL Uj UJ
5,W20GA 24"OC.MAX 9 i�- Lu
4' DESIGN SOIL BEARING CAPACITY IS 2000 PSF 5 1/2"20GA 24"OC.MAX W/(3)3 1/2"SIMPSON SDWS m C)
BL 2- 1-1011 DO NOT SCALE W/BLOCKING AT 1-- o
27 2 U_ U
CEMENT BOARD LAP SIDING CEMENT BOARD LAP SIDING 0
OVER R6 RIGID INSULATION (D
ON 1/2"SHEATHING OPEN CELL SPRAY FOAM OPEN CELL SPRAY FOAM OVER R6 RIGID INSULATION Z
INSULATION MIN R13 26' ON 1/2"SHEATHING V)
INSULATION MIN R13 ui
. . . ca
2x4 SURAIL TO POST 0,/ CFS WALL TO BOND BEAM
W1(1)1/2 uj
W1(3)3 1/2"SIMPSON SDWS "TITAN HD ROD W MIN 4!'EMBEDED '4%
W/(1)2"x 2"SIMPSON SO WASHER 2x4 SUBRAIL TO POST
MIN 4"EMBEDED @ 36 OC.MAX ----------------------- W/(3)3 1/2"SIMPSON SDWS
&WITHIN 12"OF TRACK TERMINATION DOORS&WINDOWS 0
DRILL ROTATION ONLY! IF CNI CFS WALL TO BOND BEAM
W/(1)112"TITAN HD ROD W MIN 4"EMBEDED
2"x2"PT PICKETS TO RAILS W/(1)2"x 2"SIMPSON SO WASHER
W/(2)3 112"SIMPSON SDWS 3/4"PLYWOOD TO BOND BEAM MIN 4"EMBEDED @ 36"OC.MAX z
.. . . . . W/(1)3116 TAPCON MIN 2"EMBEDED &WITHIN 12"OF TRACK TERMINATION DOORS&WINDOWS 2"x2"PT PICKETS TO RAILS
@ 24"OC'MAX 31511 6'-1 3 DRILL ROTATION ONLY! W/(2)3 1/2"SIMPSON SDWS 4X4 PT RAILING POST TYR,
TO TRUSS W1 CONSTRUCTION ADHESIVE
&2"TEK SCREWS/8"@ SEAM @ 12"IN FIELD A
2 COURSE BOND BEAM 1-1011 3/4"T&G PLYWOOD TO BOND BEAM
2x4 BOTTOM RAIL TO 4X4 POST W/(1)#5 REBAR IN EA COURSE 3 12116 22 2 W1(1)3/16 TAPCON MIN 2"EMBEDED 2x4 BOTTOM RAIL TO 4X4 POST ---
Wl(3)3 1/2"SIMPSON SDWS I I @ 24"OC.MAX W/(3)3 1/2"SIMPSON SDWS
3/4 PLYWOOD SCREWED TO TRUSSE TO TRUSS W1 CONSTRUCTION ADHESIVE
AND CONSTRUCTION ADHESIVE &2"TEK SCREWS IF 8"@ SEAM @ 12"IN FIELD
TYR SIMPSON JOIST CNI CNI
+160" HANGER LSU210 TYP 1/2"DUROCK V_ %_ 1/2"DUROCK 2 COURSE BOND BEAM TYR SIMPSON JOIST
/-- CEMENT BOARD IV CEMENT BOARD_�W/(1)#5 REBAR IN EA COURSE HANGER LSU210 TYP +160"
TOP OF BOND BEAM 101 TYP FOOTER 0-POST LOCATION TOP OF BOND BEAM
6/4 PT BOARD PT TYR I [iffy, I I 11-t-1 I I I I I A I j 1 1 __l L TYP FOOTER 0-POST LOCATION
41 1/ /__�n I I 24"x24"x`16"
;4"x24"'xl6'v W/(4)#5 REBAR EA WAY CNI 6/4 PT BOARD FIT TYR
A
.. . . . . . . . . .. . . . . .. . .. . . . . . .. . W/(4 #5 REBAR EA WAY I I
+158" >
WALKWAY TO BE 4"THICK +1581,
TOP OF FINISHED DECK EN CELL SPRAY FOA —7
3000 PSI FIBERMESH PEN CELL SPRAAY F TOP OF FINISHED DECK LLl
I ULATION MIN R19 0 uj
> INSULATION MIN 9 I-_
CONCRETE OVER CLEAN P-4
0 -`7
COMPACTED TERMITE C4 h
TREATED SOIL. -4 40 PT POST TYP. 0
RIM JOIST TO 6x6 PT PO A PREFABIRCATED PREFABIRCATED TO RIM JOIST
(2)2xl 2 RIM JOIST TYR, W/(2)1/2"THROUGH BOLT METAL TRUSS (6x6xi Oxl 0 VWVF MAY BE W/(2)1/2"THROUGH BOLTS Ln
USED IN LIEU OF METAL TRUSS (2)2x12 RIM JOIST TYR
FIBERMESH)
IF
..........
PT POST SPLICE -WENINliffiffidii-lill --mm-mm-------- ---------- DESIGN SOIL BEARING 04 +14.00' 1 1
W/(2)SIMPSON MSTA 24 STRAPS (2)518"DW CAPACITY IS 2000 PSF (2)5/8"DW--- PT 2XIO LEDGER TO BOND BEAM Ln
to I __//7 t]I
1/2"RESILL.CHANNEL 112-1 RESILL.CHANNEL W/(2)TITAN HD 1/2"X 5"@ 24"OC
DO NOT SCALE 16"OC.MAX
16"OC.MAX
PT2X10LEDGERTOB DBEAM GARAGES BTO BEE"THICK 3000 PSI FIBERM H 1 COURSE LINTEL BLOCK
18GA MIN 12"LONG
W/(2)TITAN HD 112"X 5 @ 24"OC_j 18GA MIN 12"LONG CONCRET�_ OVER VAPOR BARRIER OVER CLE N ANGLE CLIP TO BOND BEAM ON EA.SIDE FILLED
TRUSS PROFILE CLIP TO BOND BEAM W/(2)3/8"TITAN HD MIN 4"EMBEDED w IZI,
A W/(4)3/8"TITEN HD MIN 4"EMBEDED COMFACTED TERMITE TREATED SOIL. 17) w
I I TRUSS TO CLIP
TRUSS TO CLIP W/(5)#10x3/4"TEK SCREWS ON EA.SIDE OF CLIP Lu
W/(5)#10x3/4"TEK SCREWS ON EA.SIDE OF "#LIP (6x6xlOxlOVWJF MAYBE USED IN LIEU OF FI RMESH) Q)
DESIGNIESOIL BEARING CAPACITY IS 20 PSF I COURSE LINTEL BLCOK > z
LINTEL BLOCK 41-7 8#41
W/(1)#6 REBAR 101 DO NOT SCALE W/(1)#6 REBAR IN BOTTOM COURSE 0
0 F_
LINTEL BLOCK C4 1 PRECAST LINTEL SPLIT FACE CMU WALL w = m
.9 CL fT
Wl(1)#6 REBAR cc I W1(1)#5 REBAR
w _j >
Lu
= L4 w z
rL! w
INTERMEDIATE BOND BEAM 4t 0 0
PT 6x6 POST TYR @ 8--o- co >- ce
LINTEL HEIGHT OF DOORS& TYP FOOTER 0-POST LOCATION, PT 6x6 POST TYR Z C_
<
WINDOWS 24!"x24"xl6"' ;o U-
W/(4)#6 REBAR EA WAY \4. 0 0
0 1.- (fl J V4
FO ER S TAIRI
oil
20"x72"x12 uj
W1(111)#6 REE qr
AR ul)
DRIVEWAY TO BE 5" (D z
DOWN POUR CELL TYR, 0 2
THICK 3000 PSI U
-0-48"O.C.MAX 0 11 ck
(1)#6 REBAR FIBERMESH Z 0
CONCRETE OVER 0 ui Z
u
CLEAN COMPACTED ui LLJ
04 = - Z
.1 TERMITE ul
cv) SPLIT FACE CMU WALL TREATED SOIL. 0
T_ uj w
4 P FOOTER 9D CMU WALL > Ln
0"WIDE x 20"DEEP +/- 0.00" (6x6xl Oxl 0 WWF MAY w V) a
(3)#5 REBAR CONT. Lu Lu
FINISHED GARAGE SLAB BE USED IN LIEU OF ul
ABOVE CROWN OF ROAD Lu
7 41-711 —1.0 81-411 1 1 1 FIBERMESH) 7 w x
DESIGN SOIL >; Lu
I m I T_ V) Lu
04 L BEARING CAPACITY
o
A&- I IS 2000 PSF
to DO NOT SCALE
S2 9 X 0
LLJ
>_
L
F
-A6,, ul)
S2 2:
sl sl 0
U Lu ;4
Lu
u
10
U
TYP FOOTER 0-POST LOCATION
LLj
2,4"'x24"`xl6" U) U)
EDGE OF APRON SLAB- W/(4)#6 REBAR EA WAY ui W
FILLED CELL W/ b ou-
(1)#5 REBAR @ 4'OC. M
I? IM911 W
MIN 25"LAP SPLICE z
A�l I- 4 t; o
e4 LU
Lu z
Lo 6 C) .4
LL_ C) C) z
C) u
SIMPSON ABU66 gz �,z .4el" LLI
m
W 0 0
;:� U-)
U =
0 0
SIMPSON ABU66 (4) ul)
+/-0.00" ------------------------------------C4 IEL------- 3"WIRE CHAIRS @ 6%0"OC.
TOP OF POST FOOTERJSLAB +/-0.00" �-m 0 m 0 m IF m 0 ME m 3000 PSI CONCRETE U-
TOP OF FF GARAGE SLAB ---------------- ----------—------ ---
SLOPE A SLOPE 0
L
co
0 DRAWN
0 26' 6' TC
1-1011 Bob
2
OP OF �vlx'
331-711 CHECKED
_%c v
G A RAA E FOOTER
u TC
(3)#6 REBAR CONT ON )NT ON
3"WIRE CHAIRS @ 6-4)"oc� LIJ < DATE
000 PSI CONCRETE 0 --TE ui
z
>/ 05/26/2016
4v 12-911 #4 SCALE
121-911 uj
TYP FOOTER Q POST LOCATIC tON SLAB TYP FOOTER 0 POST LOCATIO
2,V'x24"`xl6" N\ EDGE OF AP a SHEET
W/(4)#5 REBAR EA WAY W/(4)#6 REBAR EA WAY C-� z
Lu
Imoll IV VmoVV Ln
I uj
SECTION S2=S2 3/4'1 _ �l FOUNDATION PLAN 1 /4 1 SECTION S2mS2 3/4' 1 mo
z Ln
Lu
=0 1
Q z
2�
ol
T
2,
ul)
ui
Lu
DOOR ATTACHMENT NOTES CUD
60 01"
MUMMER=
WINDOW ATTACHMENT NOTES REVISIONS BY
1. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO
< _j
(1)#5 REa4R IN FILLED CELL A. PRODUCT HAS BEEN DESIGNED TO MEET THE REQUIREMENTS OF THE FLORIDA BUILDING
ON Ek SIDE OF OPENING STRUCTURE. LMU 6
�_ 0
CODE. 2. THE PRECEDING DRAWINGS ARE INTENDED TO QUALIFY THE FOLLOWING INSTALLATIONS.
lX4PTBV= B. PRODUCT HAS BEEN TESTED TO MEET DADE COUNTY PROTOCOLS (TAS-202)AND ANSI/AAMA
A. WOOD FRAME CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED TO A MINIMUM TWO BY 1-4 X
PFW-EN04WERED LINTEL 101,AS REQUIRED BY SECTION 2411.3.2 OF THE FLORIDABUILDING CODE.
W1(1)06 IREBAR WOOD OPENING.
C. GLAZING THICKNESS AND TEMPERING TO BE DEFINED BY THE REQUIREMENTS OF THE DESIGN B. MASONRY OR CONCRETE CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED TO A MINIMUM 0. a
3/1 10-TAPCON 0 Ir O-C PRESSURE IN ACCORDANCE WITH ASTM E-1300 AND SECTION 2405.3, UNLESS SPECIFIED 0 Z
BEGINNING Q W MOM EDGE TWO BY STRUCTURAL WOOD BUCK. U
OTHERWISE. NOTE: SPECIFICATION OF GLASS THISKNESS AND TEMPERING IS NOT LESS THAN
C. MASONRY OR CONCRETE CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED DIRECTLY TO p
z
THE REQUIREMENTS OF ASTM E-1 300 AND SECTION 2405.3. 0 uj
CONCRETE OR MASONRY WITH OR WITHOUT A NON-STRUCTURAL ONE BY WOOD BUCK. p t E
D. THE UFACTOR FOR THIS PRODUCT, 1.30, IS BASED ON THE DEFAULT TABLE 413-1, CHAPTER 13, 3. ALL ANCHORING SCREWS TO BE #10 WITH MINIMUM 1-1/2" EMBEDMENT INTO WOOD SUBSTRATE 60 0
T_ P-4 (n 1_�
OF THE FLORIDA BUILDING CODE. u-
OR 3/16" PFH TAPCONS WITH 1-1/2" MINIMUM EMBEDMENT INTO MASONRY.
0 V)
llu a
E. ALLAL MINUM EXTRUSIONS SHALL BE 6063-T5 OR 6061-T6, UNLESS NOTED OTHERWISE. 4. THREE STAPLES PER SIDE JAMB INTO HEADER ON SIDELITES AND DOOR, THREE STAPLES PER M ce
F. UNDER, SECTIONS 1005.4.4 THE REQUIREMENTS FOR EGRESS ARE: 24" MINIMUM NET CLEAR (n <
JAMB INTO THRESHOLD ON SIDELITES AND DOOR. no to
OPENING HEIGHT, 20" NET CLEAR OPENING WIDTH, 5.7 SQUARE FEET AREA EXCEPT FOR GROUND Z Z
5. LATEX SEALANT TO BE APPLIED AT JAMB & SILL CORNERS.
FLOOR A:lEA WITH PERMITS 5.0 SQUARE FEET FOR THIS PRODUCT. THE MINIMUM SIZE FOR t=
6. DOOR/SIDELITE HEADER, DOOR/SIDELITE JAMBS, AND SIDELITE BASE CORNERS ARE COPED AND Z &�
GROUND FLOOR REQUIREMENTS IS 3711 X 57" (48 /49 VENT) FOR INSTALLATIONS GREATER THAN 15 00 0
BUTT JOINED. U-
GROUND FLOOR, THE MINIMUM SIZE IS 37llX561/2ll(EQ.LT-) <
7. DOORS SHALL BE PRE-PAINTED WITH A WATER BASED EPDXY RUST INHIBITIVE PRIMER PAINT X U)
w
G. FASTENER SPACING SHALL START 6" MAXIMUM FROM CORNERS AND 24" ON CENTERS WITH A DRY FILM THICKNESS OF 0.8 TO 1.2 MIL. ce
LU r
MAXIMUM. MINIMUM SUBSTRATE EMBEDMENT FOR ALL FASTENERS SHALL BE 11/41, MINIMUM, 0 L
8. FRAMES SHALL BE PRE-PAINTED WITH AN ACRYLIC LATEX WATER-BASEDMATER-REDUCIBLE
UNLESS OTHERWISE SPECIFIED.
WHITE PRIMER WITH A DRY FILM THICKNESS OF 0.8 TO 1.2 MIL. _j M
3: 6
9. THREE WEEPHOLES MEASURING 1/411 X lip,ALONG THE VERTICAL SILL HOLLOW OF INSWING
CONC. BLOCK W/(1)#5 REBAR is z
THRESHOLD LOCATED AT 5-1/2 120-1/2" &AT MIDSPAN. M
FILLED CELL-TYP.ALL OPENINGS v) <
F TF� cis UJ
uj
CONCRETE BLOCK W/(1)#5 REBAR FILLED CELL z
lx4 P TWOOD BUCK 2 0 Z
Z
LLI
SEE WINDOW ATTACHMENT SEE DOOR ATTACHMENT z
CONC.BLOCK W1(1)05 REaAR uj uj
GROUTFILLED DETAILS/NOTES BY Cl
DETAILS/NOTES BY 0
4 LL
MANUFACTURER MANUFACTURER 4 0
z
WINDOW DOOR BUCK DETAIL ui o
2x6 WOOD BUCK W1 1/4"TAPCONS
16'O.C.,2-MIN. EMBEDMENT uu 5)
3/16"x 3"TAPCON
SPACED @ 16-O.C. BEGINNING @ 4'FROM EDGE
N .T.Sm FE
TOTAL OF 3 TAPCONS MIN 0
BEGINNING @ 6-FROM EDGE
DOOR BUCK ATTACHMENT DETAIL P-4
z
WINI OW BUCK ATTACHMENT DETAIL N.T.S. 114
A
COMP.SIDING COMP.DOOR SURROUND. 1/4"SHIM max
W/#8 x 2"@ 24"o.c.max W/#10 x 1.5"@16"o.c.max SPRAYFOAM VOID
MIN 20 GA 5.25 x 1.5" ANGLE HOUSE WRAP
ATTACHED TO HEADER BOTH 3/4"RIGID INSULATION PROVIDE(6 #10 x 2"
wl#10 1" SELF TAPPING SCREWS _)k TEK SCREIA S PER JAMB
1/2"OSB OR PLYWOOD EVEN SPAC NG 6"max
@ MAX 6" OC ALONG TOP TRACK 0 FROM SI"HEADER
ON HING Np IDE TR.HINGE COMP.WINDOW SURROUND z
E
& (3) # 10 XI INTO EA WEB MEMBER COMP.SIC ING W/#10 x 2N @16"o.c.m3x
0 W/#8 x T @ 24N o.c.rnI3X WINDOW
0 R19 SPRAY INSULATION EXT.DOOR FLANGE OUNTLD
PER MAN JFACTURER ul
ULJ
314"RIGID INSULATION
11T OSB OR PLYWOOD y yll
L___ A
0
0
112N DW
Rl9 SPRAY INSULATION
tn
0 P" I
min.20GA 5.5"STUDS
0 @ 24"o.c.max u
_j
0 _j
LOAD-BEARING MEMBERS SHALL HAVE A METALLIC COATING IN ACCORDANCE WITH tn
0 0 2ND STORY EXTERIOR DOOR ATTACHMENT DETAIL 4 1.
0
ASTM A653 G60 OR EQUIVALENT. 1;13�W
N.T.S. b
COMP.SIDING COMP.DOOR SURROUND
Wt#8 x 2"@ 24N o.c.ma W/#10 x 1.5m @16"o.c.max' min.20GA 5.5"STUDS 1/4"SHIM max w z
0 @ 24"o.c.max
0 114"SHIM max SPRAYFCAM VOID
SCREWS FOR STEEL TO STEEL CONNECTIONS SHALL BE INSTALLED WITH A MINIMUM SPRAYFOAM ID U-1
0 z
To > w
E SELF-TAPPING, AND J.- PROVIDE(2)#10 x 2"
E AND CENTER TO CENTER SPACING OF 1/2 1 2ND STORY WINDOW ATTACHMENT DETAIL W
EDGE DISTANC 3/4"RIGID INSULATION TEK SCREWS C EA. a- 0
R MANUFACT. N.T.S. 0
LOCATION PE
1100 CONFORM TO SAEJ78. STRUCTURAL SHEATHING SHALL BE TACHED WITH MINIMUM #8 1/2"OSB OR PLYWOOD RECOMMENDATIONS 0� 3: cl
0 a- 0
ce n >
SCREWS HAVING A MINIMUM HEAD DIAMETER OF .292" WITH COUNTER SUNK HEADS AND A uu uu
w z
w
MINIMUM EDGE SPACING OF 3/8". GYPSUM BOARD SHALL BE ATTACHED WITH MINIMUM #6 R19 SPRAY INSULATION 0
14�111 >_ V4
SCREWS CONFORMING TOASTM C954. SCREWS SHALL EXT =ND THROUGH THE STEEL A EX7.DOOR Z v
SLIDING DOORS 2ND STORY CFS FRAMING < u- Cfl 0 rq
no
18GA 3 1/211 WEB JOIST HEADER MINIMUM OF THREE THREADS. Z i,_
t:4. < Z
WINDOW AND DOOR ATTACHMENT Lu
tn
11T DIN z z 10
TYPICAL L-HEADER REENFORCEMENT DETAIL N.T.S. ou 0
min.20GA5.5"STUDS @ V
24"o.c.maax 0 uu z 0 uj
N.T.S. at a
w Lu j
L=l Z
X-BRACING 2ND STORY EXTERIOR SLIDING DOOR ATTACHMENT DETAIL 1-- 3.- ul
in
u, wo w 0
CLIP D: SPLICE COVER N.TS. > ( I
20aa MIN 3.5"WIDE 8" LONG C-CHANNIEL ce nn L
CLIP C: ON INSIDE OF WALL uu uu
Wl(4)#10 314"SELF TAPPING SCREWS 20as MIN 1.5"xl.5"x6"ANGLE .0 0 w ce
0 0 Lu
ce
INTO HEADER&WALL ON EA.SIDE x
Wl(3)#10 3/4"SELF TAPPING W
TYR _j
INTO EA WALL in uu
X-STRAPPING cn
4"MIN 20GA STRAP I CLIP ON TOP W
ce
Wl(2)#10 3141,SELF TAPPING SCREWS 0 EA STUD I CLIP AT MIDPOINT (4) 5/16" X 4" TAPCON SCREWS 0- In
x
Wl(3)#10 31411 SELF TAPPING SC TOP&POT TRACK 0 w
z
in
0 z
U uj
L*VA + + + + uu
0
0 0 0 0 0 0.
_j W
...... tn cn
Lu
uu
(1) ROWS OF 1/4" X 4" TAPCON SCREWS
b uo 0 Iln*
. ...... 12" FORM ENDS AND 24" O.C. MAX
ce tn
z
En 0 0
w r
"ANCHOR BOLTS @ 16" O.C. 511 MIN EMBEDED
1/2
z
BEGINNING @ 6" FROM EA. END
0 u
ALONG EA JAMB lu
ce vM0
w 0 0
101 0, ..... .. . ......
Ick.. .. .... . .. 0.
0
rL! z
. . .. . .. . .. IL
0 GARAGE DOOR TRACK AND SUPPORT 0 0
IN ce tn
STALL PER MFR SPECIFICATIONS FOR
RATED FOR 160 MPH WINDS o uj
. . .. . .. ....
1/2"ANCHOR BOLTS @ 16" O.C. cn
ce
5" MIN EMBEDED 0
DRAWN
BEGINNING @ 6" FROM EA. END ce
TC
ALO G EA JAMB
CHECKED
Ke
uu
_j
ce
u TC
x Z
Lu
DATE
010 0 0 0 0 LJLJ
z 05/26/2016
0
SCALE
cn
CONCRETE FILLED CELLS u.
W/(1)#5 REB AR z
uu
SHEET
8"CMU WALL
0.1 1
. .. . .. . . .. .... c; - .0. . . .
0 0 0 0
. . ... . .. . . . ..... 0 0 01,
ui
[-j- FILE CC"�' ; z<z
U)
L PANEL TO PANEL CONNECTION w 5
X: a-
Wl(2)ROWS#10 X 3/4"0 24"O.0 TYPZCAL PANEL BEARZNG WALL TYPZCAL PANEL BEARZNG WALL + F_ uj
z En
<, " uj =02
WZNDO W I DOOR OPENZNG & NER X-BRAUNG OVERHEAD GARAGE DOOR BUCK ATTACHMENT cn
ANEL BEARZNG WALL z
TYPZCAL P INSIDE VIEW INSIDE VIEW N.T.S.
41
E
F
>
IT
Lu in
X-BRAUNG
N
ui
TN-qTDF VTFW
Lu
_j
co
< 0
U
Fasteneirs -j REVISIONS BY
Allowable Uplift Loads CL :) —
Model Tfuss 0. <
CLIP*NTC-6 w/(5)#10 x 398 ThickneW < _j 8-1-2016 TC
x 1/2"DW HEXSCRMTOTRUSSAND No. 'TOP mil(04) Plele Wall Stud Thkicom nill,(p) ui <
Trm SW x u
CFS WALL (5)#10 x 31V HE)(SCREWS M Tfaci 33 MR(20#8) t:43041(114'p): 500(169a) 0
5 1/2"20GA 24"OC.MAX TOP PLATE. = -j
W/BLOCKING AT 4' 4-#10 a-#10 --T-—ifio 27(22 ga) 470 470 470 ui
01, StHIA 4-#10 3-410 1-410 33(20 ga) 510 550 :�3: F-
CFS WALL TO BOND BEAM 4-#10 3-410 1-#10 43(18 ga) 510 550 no
OPEN CELL SPRAY FOAM W/(1)112"TITAN HD ROD W MIN 4"EMBEDED
W/(1)2"x 2"SIMPSON SO WASHER 3-110 1-#10 54(16p) 620 5 8W Llj
41,11#110-- 0 Z
INSULATION MIN R13 MIN 4"EMBEDED @ 36"OC.MAX U
&WITHIN 12"OF TRACK TERMINATP"OORS&WINDOWS
4, FLOOR TRUSS TO STEEL WALL U-)
v v
0
K 3/4"T&G PLYWOOD TO BOND BEAM NUTRUSS 2.01N SIMPSON CLIP S/H1A uj
CEMENT BOARD LAP SIDING W/(1)3/16 TAPCON MIN 2"EMBEDED BOTTOM CHORD
DETAIL A OVER R5 RIGID INSULATION K @ 24"OC.MAX
TO TRUSS W/CONSTRUCTION ADHESIVE U V)
ON 1/2"SHEATHING x
&2"TEK SCREWS/8"@ SEAM @ 12"IN FIELD CONNECT10N ALLOWABLE$HEAR CAPACITY(POUNDS) NOTE: CONNECTION ALLOWABLE SHEAR CAPACITY U- <
K P-4
MINIMUM MATERIAL BASED ON MINIMUM TH MESS OF 7HE CUP u V)
20GA 5 1/2"STUD ALLOWABLE LOAD(POUNDS) AND TRUSS WEB MATERIAL AND MATERIAL W a
W/(2 ROWS)3/8"TITEN HD LOAD BEARING COLD FORMWEED THICKNESS (60 KS1 MATERIAL) YIELD OF 50 KSI. 0- cl�
MIN 4"EMBEDED 1/2"DUROCK STEEL TOP PLATE OR HEADER (MILS) V) <
32"OC.STAGGERED PC- CEMENT BOARD 27 1512 C) a
+136.00"TO F z 1 -1-11 z z
INTERIOR LOAD BEAR14G 2040 <
3032 (j) V)
—FL(50-R TRUSS 33
d COLD FORMED STEEL STUD Z
TYP.SIMPSON JOIS �-7 M
HANGER LSU210 TY WALL
00 a)
�--�R19 SPRNY FOAM INSULATION IN, LL cp
Lu <
71
/
11�—PREFABRCATED NOTE., CUP MAYBE INSTALLED F- Lu
PT 2X10 LEDGER TO BOND BE METAL TRUSS CLIP w/(5)#10 x 3W HEK I cj�
�/ ON ONE OR BOTH uj )-�
W/(2)TITAN HD 112"X 5"@ 24" C SCREWS TO TRUSS AND M LL
1.5X1.5"ANGLE SIDES OF TRLISS.
�T DW NAILER #10 xXV HEX HEAD SCREWS Q uj
uj -J
TOWALL. -j CO
3: <
S/H1A u
(1) (2) S/H 1 A (1)SIHIA 0 P-4
+112.00" (2)5/8"DW Z
TOP OF BEARING WALL 1/2"RESILL.CHANNEL \\--,NTERIOR BEARING WALL 'I)NTC-6 CLIP (2)NTC-6 CLIP .je
16"OC.MAX CL
(2)2X1 2 @ PERIMETER V) <
W/(3)16d x 3 1/2"NAILS STAGGERED W
uj W
&CONSTRUCTION ADHESIVE I V
z
TRUSS TO WALL OR HEADER CONNECTION J45 Z
cwwl) C4 Co co CAD cx)� co C930 co C921 LLI <
N.T.S C= C= C20 C=11 4= 4= =0 C= 4= C= 0
2XIO JOISTS(gy - C,- 1,,ICAL J04 —31 —11 mm!21 m-11 "-3 "mm3l -m2 m12 J04 (1)S/1-11A z
TO RIM JOIST&LEDGER BOARD Lu UJI
W/SIMPSON LUS210
u- U
CONNECTION ALLOWABLE UPLIFT cApAcrry(PouNDs) NOTE: CONNEC11ON ALLOWABLE UPLIFT CAPACITY J03 J03 0 (D
DETAIL B USING(5)#10 x 3W SCREWS IN PULLOUT A Z
MINIMUM MATERIAL ALLOWABLE UPLIFT(POUNDS) v! )
CLIP THICMESS BASED ON WALL TOP PLATE THICMESS AND
CLIP 1 SIDE CLIP 2 8 MATERIAL YIELD OF 50 KSI. CIO
(MILS) J02 J02 (2)S/HIA Lu
27 495 co
NTC-6 33 605 1210 0
11 H 11 11 43 7w iso NUCON NTC-6 CLIP JOI A 1--
2x10 LEDGER BOARD TO CMU P-4
Go W/(2)TITAN HD 1/2"X 5"@ 24"OC z
X 44
BOND BEAM N, (1)NTC-6 0 EA JACK TRUSS
V, x— \\ 1� - �I I - I // i 1 11 11 11 (1)S/HIA OCATION (1)S/H1A
TRUSS PROFILE CLIP TO BOND BEAM Lv----------
GT01
W/(4)3/8"TITEN HD MINV EMBEDED i C
(1)NTC-6 (2)NTC-6 @ CORNER JACK (2)NTC-6 @ CORNER JACK (1)NTC-6
(5)#1 Ox3/,V (1)S/HIA TRUSS LOCATION TRUSS LOCATION (1)SIHIA
'TEK SCREWS (0
PREFABIRCATED Hol
METAL TRUSS i
(1)S/H1A X-BRACING (1)S/HIA
18ga min IZ'LONG ANGLE CLIP
v" H02
(5)#1 OxXV TEK SCREWS TO BOND BEAM
W1(2)W8"TITEN HD MIN V EMBEDED
(1)S/HIA
I SGA TRUSS PROFILE CLIP (5)#10x3/4"TEK SCREWS
MIN 1Z'LONG H03 S/HIA
co
(1)S/HIA UJI
T01 uj
z PREFABRCATED, co
I METAL TRUSS
X-BRACING X-BRACING z 1-1 1 1 (1)S1H1A
X (5)#1 U314"TEK SCREWS
f
ul)
18ga min 12"LONG ANGLE CLIP
TO BOND BEAM
W1(2)318"TITEN HD MIN 4"EMBEDED (1)S/HIA
Z T01
BOND BEAM Ln
Llj
-X (1)S1H1A
T01 u
z
W
LATERAL BRACING @ BOTTOM CHORIQ�I Ln
(2) S/H1 A (1)S/HIA T01 X-BRACING uj
EA RUN(3)2x12 STRINGERS > z
Lu
A A
0
T01 fT lz
x --x DETAIL C
z
Uj W
U) LATERAL BRACING LATERAL BRACING W
T01 @ BOTTOM CHORD @ BOTTOM CHORD
<
u-
a 0 a 94
= i.- J V4
T01 < =
I.- Lu
V)
BRACIG ;= z
P-1 0
cc� U
LL I so 0- u,
X-BRACING A-DRACING 0 Lij Z at
EA RUN 00=% - u r
— ui
(1)S/HIA Z
(3)2x12 STRINGERS to
LA I ERAL BRj k"ING In 0
C*4 /T01
U)
@ E;OTTOM C I IORD uj W
C4 i� V) 0
Lu in
C=11 Lu
in
T01 00m%% Lu
cm C= IACqESA
1�- T01 Lu
C*4
c= 7
I X-BRACING Lu
T01 Z C) en
EA RUN(3)2x12 STRINGERS <
(2) S/H 1 A
0 z
(I 1A U Lu
Lu
T01 Iz =:
10
u
(1)S/H1A
�0 (40)
T01
LL .4 C)
ce-
A-EIRACING (1)SIHIA (1)S/1-11A 0 00
H03 (n
1-- z LU
(.,1 0
Lu � z
(1)S/1-11A HIA 0 4
(2)Ut26P9fflMMR H02 =5 z
u-
��(3)lWx3
&�M=IMONADH - -T
Ir,
0
(1)S1H1A 2:
Hol (1)S/HIA -j
ui 0
U)
z W
(1)SIHIA X-BRACING u- 0
HIA 0
H06 0�
x
>
u-
;,11W�Lou��
(1)S/H1A (1)S/HIA
H04
To LEMM z
_j
ACK DRAWN
(2)NTC-6 @ CC�R ER J (1)NTI�-6 @ EA JACK TRUS �(2)WC-0 CORNER JACK
DETAIL A (1)S/H1A TRUSS LO ION LOCATION a- TIC
(1)S/HIA
x= LOCATION uj L-j
GT02 P 011-S
xi 11 CHECKED
(1)NTC-6 (1)NTC-6
u TC
(1)S/HIA X
DETAIL D J03 J03 (1)S/HIA Lu Z DATE
Lu <
= ui
F- 05/26/2016
J04 IJ04
z < SCALE
z
C=
A05 SHEET
C�, C=, C�'
LLLWL . ---]L ....... ------ C=p
I il 11111 -3 111
rL L0 NZ
(1)NTC-6 CLIP (1)NTC-6 CLIP Lu in
IrR 1-21 Ln z
Lu
(2)NTC-6 CLIP =
PORCH DECK & (2)NTC-6 CLIP 1--
(2) S/H I A 0
(1)SIHIA (1)S/1-11A S =03
V1 1=0 1 11 1=019 z
FLOOR TRUSS LAYOUT 1 /4 1 ROOF TRUSS LAYOUT 1 /'4 1
Lu
;IVE
'IN FIELD
in
Lu
ce.
mill
NL I r I F C, 40 T111
JL1
P[I-ACEMENT DIAGRAM
----------------
4 1 ti 3 V i x
EA'�',F(AAF
:,,�jP�l JS��2 C!"I
Y.YF j K,
14- 4��10 3.1"!
VS 0 V I EVV
-,j."
r
T U SS
40
.-�QBI L 4
A-i TAC, 2)4 1 1 4' V3 N L
!jp
il,)PIANG PUffES TO FAICIH
IN E B A S SIH 0 ViN'�N P;A'C'i�'�M E_N,T j
)V�E.wi t'4) I L')'r:'c_X F�EAD,-
PAk A ABC
pzm TORUSS. T()'F,�RCITTOM
OF��FES I-EkNING 1'_*LEAF.,kNCc_:FOR V J 1z
Tf`F 'IF4
MONO A-K CONNFC."
iACK I C, �VV'AK
,ty
4 7 1
XTO "ANER JACK "ONNE"T1101-1
JAC
NOTE:
1.'S'E:6 6 0 S T 8
WiTERIN
TO(,-REEATE o.
NF_'Af SPA(;ING PLONTE, D IF
ITY IP00",f) t,F 'APA"'T�
�i?0 N 1 11,,-
V I E 10V A
K,--�i%V'i]FRi/V,_)
CONNECTION PLATE
2-PLY RESIDENTIAL TRUK 4a"ONNECTION
Lip
AIq
?.ZAY 4
ELM
dh
1a IWO a 91 J,I Ak
4 F
N1 G C,,-,N 4 N
v
1,5 1r)
2 0 NY 1 C ItN 3
r..,(74- E L 133' 5 R," N,
pi,''Y
it AW
A� T
P C H If
FEX;-E-At
L L 0)C"ic F F� f E U F,E Vv, FFi�
i 4 F
M:1,16)AT EA i-H
'q,
T j G,'. F N 1
F!_AP
6 2 3P C I N,,.:,
H.AIN N EL I F�:F -J
"t,fA
IQ P,L Cjl I IN IZ'.., I C.,-
:-"E�X HEAD�`,CPE�Afs Ff:_
UF�AClk C;;NINEIi.
IDS,
GA01-i-EI�V PANEL
Lj
�jl HEY FICID
PER
GABLE END PANEL CO�ANECTION
agg, I
LU
0
AUJM *W U :r
�_'1 F- REVISIONS BY
M4adn Ground VAr* D
(3)4/0 CMW frow" first #"*an* <
of d1leconnoct. < _j 8-1-2016 TC
CAUl" Uj <
Electrical Load Calculation Qty va each va ext. U
0
20 MV
General Lighting 1248 3 3744
Small Appl. 2 1500 3000
L L
Laundry 1 1500 1500 200A A co
W
Range 1 6000 5000
Oven 0 0 Z
U
Cooktop 0 Wft 200#4 U-)
MftMM 2=0 Z 0�
t;r1on
Microwave 1 1500 1500 20M 31Z PAAL tu 0 U.J
"M 0 �_4
Refrigerator 1 1000 1000 Mc0n Ground VAre L
mama 'ro around Red. < 0
Freezer 0 i/4- bye- iong U V)
P.-I
Dishwasher 1 1500 1600 CA"Or oar U_ <
9/16* hcase for P-4
*`RCKJND OIJS lutium connootlon* U V)
Disposal 1 800 800 by other *>vAoms.
Dryer 1 5000 5000 101-
U) <
Trash Masher 0 GROUND BUS DETAIL an
ZZ
Whirlpool Tub 0 < �<_
Pool (Future) 0 V) Ln
Pool Heater 0 Z
ALL WIRING TO COMPLY WITH 2011 EDITION OF THE NEC TO INCLUDE BUT NOT LIMITED TO:
0
Uj <
Water Heater#1 1 4500 4500 0W%A0h"4W% MLK%n U1
POO= *UK 9=W%l 3011W. GFI PROTECTION IN KITCHENS, BATHROOMS, OUTSIDE AND GARAGE
LLI
Water Heater#2 0 EXPANDED ARC FAULT PROTECTION PER 210-12 B L9 U_
ft 0 U1.1
Irrigation Pump 1 1000 1000 CMY if AfficAu - TEMPER RESISTANT RECEPTACLES PER 406-11 FOR ALL RECEPTACLES REQUIRED BY 210-52 UJ _J
Well Pump 1 1000 1000 1 Ali Ell C^ LML em FM coo _j CO
3: <
0 0 U
_j
Cental Vacuum System 0 0-
0-
Washer 1 1200 1200 <
Misc 0 W
El El El Z
t:J
Subtotal 30744 U') Z
LU
<
Ln
20744 @ 40% 8298 LU LU
10000 @ 100% 10000 M: a
0
U_ U
0 U
Demand for above per NEC 220-82 18298 F- Z
REAR PORCH LU
00 _j
A/C-Heat #1 1 10000 10000 5
A/C Heat #2 0 CO
A/C Heat #3 0 x
0 0
Q_M 'kCU DISCONNECT CIE: 2:
- 3:0 SWITCH 1_q
Total va 28298 04 Z
-1
Total amps 117.9 CV) 114
El
MAIN E-SERVICE SH17-1 0"
ce) 00 Z0 bo Z0 bo
ELECTRICAL NOTES: ENTRANCE
-4 — — — — — —
1. CONTRACTOR SHALL PROVIDE ANY REQUIRED LINE DIAGRAMM DRAWINGS, ID02
LOAD CALCULATIONS, ETC, FOR PERMITS.
2. THE ELECTRICAL CONTRACTOR SHALL VERIFY EXISITNG SITE CONDITIONS,
SERVICE REQUIREMENTS AND EXACT LOCATION OF SERVICE FACILITIES. Z
�T-2" C>
10, 31-211 -2"
3' >
3. THE ELECTRICAL CONTRACTOR SHALL CHECK WITH OTHER TRADES FOR THE LOCATION x
OF EQUIPMENT WHICH Cn 61 6, Uj
LU
REQUIRES ANY HOOK-UP, DISCONNECT SWITCHES, ETC. PRIOR TO ANY START OF WORK. G RAGE OPENER OUTLET V CID
DINING AREA 0
LIVING AREA
4. LOCATIONS SHOWN ON ARCHITECTURAL DRAWINGS TAKE PRECEDENCE OVER WP CL
GF1
Ul)
ELECTRICAL DRAWINGS. IRRIGATION PUMP
M
_j
L — — — — — — — —
6. ALL ELECTRICAL INSTALLATIONS SHALL COMPLY WITH THE APPROVED LOCAL ELECTRICAL
REFRIGERATOR
A UJI
CODEES AS AMENDED AND ADOPTED.
_5
ALL ELECTRIC ON CEILING — — — — — — — —
�n
A. INSTALLATION SHALL MEET REQUIREMENTS OF NATIONAL
STATE, MMUNICIPLE
ce
SURFACE MOUNTEE W Z
CODES RULES REGULATIONS, LAWS AND STANDARDS AS THEY MAY APPLY. I/ V)
NO THROUGH CEILI 4G PENETRATIONS Uj
A. (FBC) FLORIDA BUILDING CODES
DISH WASHER Ce
NATIONAL FIRE PREVENTION CODE ALL ELECTRICAL CHASES SURFACE M Z
B. (NFPC) LU <0 >
C. (NEC) NATONAL ELECTRIC CODE I D 2
f GARBAGE 0
ON EXTERIOR OF CMU WALL DISPOSER
D. (SEC) STATE ENERGY CODE =4 1 0�
E. (OSHA) OCCUPATIONAL SAFETY & HEALTH ACT X CARBON MONOXIDE 0� _j >
10, DETECTOR _U'j Z
F. (LSC) LIFE SAFETY CODE - NEPA-101 4-2 1-4 W
KITCHEN AREA/ 0 U_ ILI
G. (ANSI)AMERICAN NATIONAL STANDARDS INSTITUTE 11 -A A 4 qW:& GARAGE OPENER OUTLET �-11 -4 -4 -4 3' 31-6" 0
�b
ce
a 8# 220V RANGE Z
E-PANEL \ < U_
3
D10 FAM
MICROI
I— j— CIO NAV
B. FOLLOWING STANDARDS OF ASSOCIATIONS, ORGANIZATIONS, APPLIED
I 6F1 UND&CABINET
qW
WHERE APPLICABLE. LIGHTNING
�-O Df)WNS)TAI S
A. (UL) UNDERWRITERS LABORATORIES L - - - - - - - - LIGHTS 0 2
/—F4 U
A a:'q GF1
B. (IEEE) INSTITUTE OF ELECTRICAL & ELECTRONIC ENGINEERS _3' 3'
+ _T El WASHER 'r-_ Af) WP LOU 0 LU
( �' - H IQ r)
— — — — — — — 811 Z
C. (NEMA) NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATIC 8,,, 3' U 01
ce)
1! _ _I T_ I In
W in
LU j
D. (NFPA)NATIONAL FIRE PROTECTION ASSOCIATION C. = 0�
31 UTILITY co Z-811 3:: Z
�77'1 CD
E. (NBFU) NATIONAL BOARD OF FIRE UNDERWRITERS 1 7 0 UJI
0�6 8 W
xx HALL UTLETIN LUU
4 BAY-GARAGE 220 DRYER ATTIC
22d-"w--
00 AT ACCESS Lu VJ
LU
U)
UJ
4 W.I.C. M-BATH 31
I -A -4 -4
09 Uj
Ce
21
Cn U) UJ
DUPLEX OUTLET 10,
ot CID U)
x
��01 0, 1 -A 11 Ce
DUPLEX OUTLET-W/GROUND N
LU
FAULT INTERRUPTER G RAGE OPENER OUTLET 21-611
C)
GFI 42"ABOVE FINISH FLOOR BATH
6-8
21811 C)
IDE PORCH
U')
6-8" 6'-8" \_:O�/ --
RY a]�-1 W
DUPLEX OUTLET-W/GROUND FAULT TO 2ND STO 0
LIGHT SWITCH U LU
:�&Wp if) zo (40)
GF1 INTERRUPTER WEATHER PROOF
D11 Wft2 2MV WATE
D11 R U
ARC FAULT DUPLEX OUTLET L — — — — — — — —
HEATER 0
=
00
_j LU
0 R 1:1 j - - W >0 U
220 V OUTLET Z0
C? C? V) Ln
W LU
E'd SINGLE SWITCH '4
3-WAY SWITCH D06 U_
Ln
4-WAY SWITCH
LU
U)
0
uj F-
DISCONNECT SWITCH �j
SIGNAL PUSH BUTTON Z
1-01
31-2#1 10, :0-
ns SMOKE DETECTOR >( 0
0�101
61 UA
05
CARBON MONOXIDE DETECTOR
C 1 0
-L G kRAGE OPENER OUTLET LJJ 0
THERMOSTAT MASTER BEDROOM _j (n
U_ C)
0
TELEPHONE ce- U-) eq
BEDROOM1
TELEVISION CABLE >
0 U.J
Ce
CEILING MOUNTED LIGHT FIXTURE D03
V)
L — — — — — — — —-\�'[
N% LU
WALL MOUNTED LIGHT FIXTURE
DRAWN
GF1
Si112'-10" SHIZ-10" Z-) bo
SH111-1011 SH111-1011
VANITY LIGHT FIXTURE Q�
TC
>
El
CEILING FAN WITH LIGHT P
CHECKED
C� C� C� Ul)
CEILING EXHAUST FAN in zo 4,_ zo �0 zo Z-) zo Ce
LU TC
WITH LIGHT FIXTURE O�T
DATE
RECESSED LIGHT FIXTURE vtp
0 05/26/2016
RECESSED 4"LED FIXTURE LU 0
FLUORESCENT LIGHT FIXTURE SCALE
U-)
FLOOD LIGHT-W/MOTION SENSOR FRONT PORCH
U.J
ELECTRICAL SERVICE PANEL SHEET
M MAIN ELECTRICAL METER U')
e g0
ul lc�
Cl-
uj
U-)
LU
VV 111=0111 I Vill
1st STORY E-LeCTRICAL LAYOUT 1 /4 1 2nd STORY ELECTRICAL LAYOUT 1 /4 1 =0 uulj
N I
101 0
_j
-2
6
LU
L.0
_j
0
U
REVISIONS BY
D
8-1-2016 TC
u
1- 0
a_
0 Z
U
Z
0 uj
i= t-u
<
U
P-4
LL
1-4
u V)
Lu a
FIELD NOTES:
Z Z
1. SEE SITE PLAN SHOWING THE LOCATION OF SEWER AND WATER MAINS.
WATER
SPICKET
2. SITE CONTRACTOR TO SUPPLY AND INSTALL ALL SITE REQUIRED PLUMBING AC DISCHARGE
AND MAKE FIELD JOINT CONNECTIONS TO PLUMBING AT LOCATIONS SHOWN &REFRIGERATION LINE
ui
FROM 2ND STORY AC DISCHARGE = LF)
ON CIVIL, ARCHITECTURAL, AND PLUMBING DRAWINGS. &REFRIGERATION LINE F- uj
I
TO 1STSTORY uj
3. DRAINAGE AND VENT SYSTEM SHALL BE TESTED WITH A 1 O' HEAD OF WATER u U-
0 uj
AFTER INSTALLATION. W _j
_j ca
-------------------------- 3: <
u
0
4. WATER SUPPLY SYSTEM SHALL BE TESTED WITH NOT LESS THAN 25 PSI ABOVE Z
WORKING PRESSURE. CL
w w
z
CONSTRUCTION NOTES:
Ln Z
W
1 ALL PLUMBING TO BE COMPLETED PER FBC CODE. w
2. SEE THIS DRAWINGS FOR ALL PLUMBING SCHEMATICS. 0
w1w U- u
zlz 0 u
_j 1-i Z
3. ALL PLUMBING VENTS TO BE REVENTED AND POSITIONED AS NECESSARY Z Z U)
0 ILD Lu
TO MAINTAIN 10'-0" CLEARANCE BETWEEN VENT AND MAKE UP AIR. p F- co _j
glg a a
cn 1w Lu all
z co
4. ALL 1-1/4" DIA. AND SMALLER COPPER VERTICAL PIPING INSIDE BUILDING w 0
Ulm
#-Oil O.C. z 1u. 0
TO BE SUPPORTED BY HANGERS AT 6 0 Lu
3"SEWER LINE
TO CITY SEWER SYSTEM 3"SEWER LINE 3"SEWER LINE z
5. ALL PLASTIC VERTICAL PIPINGINSIDE BUILDING SHALL BE ANCHORED FROM 2ND STORY TO 1STSTORY
BETWEEN FLOORS AND CEILING AND ALLOW FOR THERMAL WXPANSION. W/3"CLEAN OUT
6. ALL 1-1/4" DIA. OR LESS - COPPER HORIZONTAL PIPING INSIDE BUILDING TO 3"CLEAN OUT %halo
BE SUPPORTED BY HANGERS AT 61-011 O.C. 31f 311
1 V-4 1/4" WATER
7. ALL PLASTIC HORIZONTAL PIPING INSIDE BUILDING TO BE SUPPORTED AT SPICKE
MAXIMUM DISTANCE OF 4-011. -722��T_7 NO THROUGH CEIL NG PENETRATIONS _T 7_7 2"
ALL PLUMBING CK kSES SURFACE MOUNTED 311 �1_ 2"
8. REFERENCE FOUNDATION DRAWING AND PLUMBING DRAWING. 2"VENT T.R. 2"VENT T.R.
ON EXTERIOR OF C�U WALL 1�� z
_4
9. ALL VENTS TROUGH ROOF SHALL BE A MINIMUM OF 2" DIA.
A uj
uj
IL_L_jL=Ji-
10. ALL SANITARY SEWER CONNECTIONS TO LOCATIONS INDIACATED ON DRAWINGS
7-7- WATER CID
T
11
ARE BY G.C. AND SHOULD MEET CODE. SPICKET '-9 3/4 W) 0
21' '-Q7_3'-1 3/47-1- I-
Z.
11. ALL EXPOSED WARM WATER AND HOT WATER PIPES AND P-TRAPS AT LAVATORIES 4- 1 4- 211 U)
ARE TO BE WRAPPED WITH INSULATION. I
1� 14, 11 11 11 IN I I
-7
CNI 1 F u*)
12. ALL VENT AND DRAIN PIPING IN BUILDING IS TO BE SCH. 40 PVC. Lu
T_
13. INSULATE HOT WATER LINES UNDER LAVATORIES PER CODE. cv) U
z
w
11 WATER I I 1 11 11 11 1 211 ui
GENERAL NOTES: 1. 0
SPICKET 04 > wz
<
Lu
CL f T 0
1. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY EXACT LOCATION 211 0
WATER 3 3 w 0�
OF UTILITIES IN FILED.
ISPICKET w _j >
21
311
311 311 ui ui
311 1 w z
2. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY ALL BUILDING U- w
0
CONDITIONS. w
WH < V
Z-6 swill-110 U- 74
co
2"
0
3. COORDINATE WORK WITH ALL OTHER TRADES TO AVOID INTERFERENCES. J 74
V-8 1/2" Lu 5 4
U-) qT
4. INSTALL ALL WATER, SEWER AND VENT PIPING IN ACCORDANCE WITH ALL APPLICABLE = m
C) z
FBC, COUNTY AND CITY CODES. U
04 le rg
CNI 0 UJ
0 uj Z
5. SOIL, WASTE AND VENT PIPING SHALL BE CAST IRON WITH "NO-HUB" CONNECTIONS u r
Lu L9 LU j
= W - Z
OR PVC WITH DMW FITTINGS WHERE ALLOWED BY CODE. C4 C4 3:
ul
V) 0
�! w
6. REFER TO ARCHITECTURAL AND PLUMBING DRAWINGS FOR EXACT LOCATIONS AND MOUNTING V7 w ul) u
uj uj
HIGHTS OF ALL PLUMBING FIXTURES. ce
x ------ m
uj
7. ALL PIPING SHALL BE CONCEALED WITHIN THE CEILING SPACE, WALLS AND CHASES AS SHOWN uj
ON PLANS. ui
ce
>< 0
8. ALL EXPOSED PIPING AT PLUMBING FIXTURES SHALL BE CHROME PLATED BRASS WITH
ESCUTCHEON PLATES AT THE WALL, FLOOR OR CEILING PENETRATIONS WHERE APPLICABLE.
(p
0 Z w
9. COLD WATER AND HOT WATER PIPING SHALL BE TYPE "L" HARD COPPER OR APPROVED CPVC U ui u
PIPING WHERE ACCEPTED BY LOCAL PLUMBING OFFICIALS AND INSPECTORS. 00
J u
WATER Ij 0
10. INSULATE ALL CONCEALED HOT WATER PIPING AND ALL HOT WATER PIPING AND WASTE PIPING _j 0
_j Lu (4M)
SPICKET ul
BELOW HANDICAPPED LAVATORIES.
C
U-
11. ALL PIPING SHALL BE FIRMLY ANCHORED AND SUPPORTED TO PREVENT SWAYAND VIBRATION 0 C)
THE ENTIRE LENGTH. ce U)
= " :� -o� �) Lu
U) 0 C)
12. CONTRACTOR SHALL FURNISH AND INSTALL WATER SHOCK ARRESTORS EQUAL MANUFACTURER'S U
p--1 0
RECOMMENDATIONS. AIR CHAMBERS SHALL NOT BE SUBSTITUTED FOR FACTORY FABRICATED U-
"o
WATER SHOCK ARRESTORS.
Lu
rn
13. ALL FLOOR DRAINS SHALL HAVE TRAP PRIMER CONNECTIONS AND SHALL BE SUPPLIED FROM ui 0
__j Ln
N.-I ;= 4
AUTOMATIC TRAP PRIMERS CONNECT TO THE NEAREST SINK. RUN 1/2" SOFT COPPER TUBING U_ 0
FROM TRAP PRIMERS TO FLOOR DRAIN TRIP PRIMER CONNECTION. TRAP PRIMERS SHALL BE lf vmowl 2 -
0- U)
EQUAL TO ZURN "SANI-GUARD" MODEL Z-1 022. 1st STORY PLUMBING LAYOUT 1 /4 1 2nd STORY PLUMBING LAYOUT 1 /4 1 wo U- >
o UJI
V�
14. FURNISH AND INSTALL A TIME CLOCK FOR THE HOT WATER HEATER. Z
UJ
0- 0 DRAWN
o K
U'N
15. ALL WATER PIPING SHALL BE SLOPED TO DRAIN. TC
uj
ce CHECKED
16. ALL SOIL, WASTE AND VENT PIPING SHALL BE SLOPED 1/8" PER FOOT MINIMUM.
_j ce
TIC
17. PROVIDE DIELECTRIC UNIONS AT ALL CONNECTIONS OF DISSIMILAR METALS. 101, DATE
18. ROOF DRAIN LINES SHALL DROP DOWN ON THE EXTERIOR OF THE BUILDING FACE AS SHOWN ON �,�> 5/26/2016
uj
ce
THE PLANS, WHERE APPLICABLE. Q SCALE
ui
uj
z
SHEET
cl
A', a u')
ui
Ln
ui
uj
(n
UJ
ul) P =01
Lo
Lu