1962 Francis Ave survey I
MAP SHOWING SURVEY OF l I I
THE NORTH 1/2 OF LOT 9 TOGETHER WITH ALL OF LOT 11
,:. IIIIIII,IIIII,i
..),va,�,u.r','I,'1III�E1i,;11�ti�lIIiuIGiI,�rIm,II,i1,,,r;,;ana>�riittiarI�II�,ti,1i,i�JI�''i�.,,I':i yI117l 37I lI,l l 3i':i....,.,,,�.;�.«'�?�,,'�'r'•r"'1��.{x�'h�#�1#'I��},}%
,I::,:,C:,!-,l.I iIIIIII'IIir�IIIIII,y..:�__,r:r'-:'`'.,'.;'.tf,``s::.r,�I:'''.:..,�','ttl��{,,1;tI1{l,I,IIIIII,',Ii,I,I.•;"¢a}R'i�t4y.1a,v'a'baI'glq°fI,77IqI,,
•:�,;";l?A�,h�I!t;';,',.w:'rX,,,;.;,�t,��',;xI,:r,iIt,.4Mlut'Ai,ptlP;7..��tnttj.l.4y�r;,7,.�7'�I
li�lI,ill4lIIlI1iII1lf'��;�t..•'7�1j
.:x,,1k,iiil1Iif��I1lIaIIIIIiIuII1}
II�I�I�Iii1
I,
II
I
U
1 '
BLOCK
f 9, DONIIII(IIII NER'S REP_,L
AT, AS
RECORDED
IN PLAT
LAT
B
OOK 19,
PAGE 16 OF THE CURRENT PUBLIC RECORDS OF DUVAL
COUNTY FLORIDA.
O
�J
1i N
'.I��tt•:l
w
CIO
r �VV�Vr"J W>l�Q3=CM
`,.I3f1EIl�EfIIIfl!lIII,�pEfI{{IE
.4IqIfI�g��fIa�I�I^Iq'pIti!s€��w:lIrII
IIIIIlIII1IIli
U LOT 12 ON fp S$9•59 50 E 165.12 FIELD Z w834
to 5 0ILN89•30 00 E 165.00• tz.6 4V 4I 11 7 11.8 NX8.5 10.7 X Xt 57 Od 110.00' J 0
I ,l O
LO WwCV o
Z 0 O 11.6 88.83
X 10.9.4 12.6 aX 10.5 1 cV XOX 11.36.8 co X10.6
a.
Al
LOT 11 " �ow Q
Z
12
� LOT 9 12.711.7 11.2O 7.1 12.9 X J X 11.1 w000X 11.4
POWER S89•3000 W 165POLE00
TELEPHONE
S89 57P37 W 165.22 FIELD
RISER
'' AO
LL
1 I'..:'. 1I1'1{1r}IiiIi}{1tII11IIIIj{34'
],3ItI{!ii`I!I
I
IIIIII,II�
IIII'IIIIIIIIIII
'.'.':.
,
Iili I I,,`I}if,}t_I4lT I�«.+s}l9>d I•,Ii„', I,i I IIIIIII : �III I ,
n 7IaI
II Ir
1 .i'IlIl I I II
II o
N
II o
rrNA
I 12rn rn LOT 10 0D
rA l0N 8. X11.2 I
12.1 so X11.41.3 X 11.3 X 12.5 X11.6 6.6 O
z
,..
Itl II III
iEII,
I
I',IIII
�,:"e1',,;I,I:,c,1'P.,,:1.,,I{I.,.,,,`:r,.,,,'.' ,,,I_;,:,s';.:a�g,V,„I1?�IfI+,rs$,l1;jI,+hh,I9°tII:fI,',1;,;'l',d,,{I�,],:fI,a'IIllI,I,II�i,.,=II II,I,,,,I,{,,'11{I'Ii,II ,IiiII(IIIIIII!IIIIIILIII,1II,�iIIIIIII',r.II.a�:,,`,:-.=`;a,.•I,!,,t,'I,Ii,i.'II1IIIIIIlI ,II,�II1II,,I!_,.,i'rIIi,:;`I;,;,rII.,:r':X�1�.a,.si,,s..'l,•4:.`,,4,l}��,t�IrII5tCr�!,(p`€k}kf�#:h4feL��:'�::,;:,,`;`�'''l;,lI,;',1;';.''I_:,II:;lI1.iI:�I,,I,II,I,i:
IC;P.``,;'i,,l,,,r,w€,IiI•,,R,:,„I a°,,�"t r„'.;.,,.P�:':,',,I:PIIri1l!I:I,;P,i,IItIIL1rl::.,5jj.�:.:.:,.:jj,l!I�,:�,:=I�;,a�.��2,,,,�fI+1,m,b�1,ti.rU1�I,lI.�I+'°P�-�5 5P�-�,
=
,,Il,..'I ��'a,II,II1,,III•.I,f�1, ,_�,IL.iIII,' 'IIIIIIIIII'III.IIIIIIIIIIIIIII
I�,;•IIIII1fI,1n
CHECK0
WALL
-
9cl�
II
Ia�a_
i
R
III
D
__0t
R
_S
I
NC�
- XD
-1A2T.2
E9.
,�
X 12.412.3
z 12.4oa 11.4 8.9 1� 11.7x11.7 10 - - - - - - - - FOUND 12 1 KNAI
) 11.6 8. 11.6 NO DI X NO No
11.7 S8W 165.00
ENT -�.9 30r00u
PAVEMEDGE OF 2.21
FIED1.91 11.55 11.52 11.67S89'S165.22 CONCRETE HA11.40 CENTERUuE Of R AD
12.02 AR RAIL 1180
11.83Xfi.75 SIMMONS ROAD
30, RIGHT OF WAY PAVED
CONCRETE HEADWALL11.7
11.6 8
NOTES
IIIIIII 1. THIS IS A BOUNDARY SURA Y.
2. BEARINGS ARE BASED ON T�E WEST LNE OF LOT
9, BLOCK 9, BEING N00150� W. ASSUMED DATUM 3 BUILDING RESTRICTION LIN�§ AS PER PLAT.
4. BENCH MARK FOUND MA L�AIL DISK LB 3672 IN
OF MAIL 80X # 4WOOD POWER POLE JUST WETHIS SURVEY WAS MADE FOR THE BE`FEFITSIMM NS ROAD POST 1419. (§LEVATION 14.19) OF ELSIE THOMAS.
THE PROPERTY SHOWN HEREOFAPPEARS TO LIE IN
FLOOD ZONE X �AREA OUTSLDE 500 YEAR FLOOD
PLAIN), AS WELL AS CAN BE DETERMINED FROM THE
FLOOD INSURANCE RATE MAtaN COMMUNITY-PANEL
' SED JULY 17, 1989 FOR 120075 0001 D. REVL
DUVAL COUNTY, FLORIDA.
OT VALID WITHOUT THE SIGNATURE At DONN W. BOATWRIGHT� P.S.M.PSMTOPOGRAPHIC SURVEY-SEPTEMBER 28 2005
THE oRIpNAI RAISED SEAL of A FLORD
RECHECK-JULY 29, 2005 FLA. LIC. SURVEYOR AND MAPPER No. �KS 3295
LICENSED SURVEYOR AND MAPPER. FLA. LIC. SURVEYING AND MAPPING BUSINESS No RECHECK-MARCH 28� 2005 LB 3672
OCTOBER 27,DRAWN BY: AC 03
1Ir,I,,t{i;1IIII,IIrI,hI'ILhI
l
;Ii,,IIIIiIIIIIII
: IIIIII,iII'�IIIIIIIIIn!
I
IIIIIIIIIIIIIIIIIII'II
i;]i1'I,1sqI+ql,a,s,,'I
iIIIII
I
.::.
II II , I II =
1
2005_0320e 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 SHEETFILE
, I I
I
{ II
X Rt F 03-1271 .I I
III
,h`. 1 i
'rii Ir �1, Yu i
I h N I I'
4
E. I I: '
1 ,
i` ip �i o - I I ,
•
h' ' ,ii 1 � I I - - - - - - -
r. ��
111 , 11 i
'.,,I I Y€ k I+ >i '' �i j I "zti-.. i` ata.•*,, t � •. �'l' w I {Yi
. ,i �li i
_:
t Ir ,
[, y Y I I III -
11 III'gI1 . h ) +� I �I ill
I
I it I '� I Ill
- I - -
e f ` 6 4 ..
i t
I
I
€' I tt','I tl I I � - � -+ cfl W .1 Q) L" .P w N
II, l-! I =1"r G 'n-" O Gv o - V)z(n w N O �
Gi lir'; !, i r1 W A Q •�G7C (n D Z .Z7 D Z m r1 Z S O --1 (A'+l (A
kk I ` ;,, mZ *�Z �r1i - ZNON� Dom. tom �� -Ir. DA - -00>0waifrn �• K-� D -4Tcu* OW D Z � Nrn
11 � i kc Y { vv-v)� m-1 v oOOD � ={�A-1 P� D� Za.-,DD OC�-� Z
Io l;' k A O� m v to Dn C7 t7Z p rnO� U-(�r+lc �-x �r O�rnx -*irnT ZOO - O - -iO I
r O rn x Z Z
m x r
I, _ Z r r m
_ C
m N r r r Z
to r*t C
��11 II rn m D
a z-i a x c cn � op _
Ei. r+�
h= �
r 2 C7 rn v
m D N -� m - r
;iii 'I�i � joDoo1� two o zz vciFs=o g f�l-Im Nrrn zcv,�ovz=rcn-ir �C7�mm -� `A�(OA �mCD��rrs rn bc70� �O \�Z ZZ
i °li r I i m�AOt*iD ? NsoFZ mz�. z�z D -�Z = -i-,� %;M-L -� m'S �7\x.Z) C7 �N Am- O Crn (7 cnDSrn N5_W OrnQ C cuh
vI ., ( : ,I a z s v rn D - r x -n -p :V t7 O O D f7 OSI I. ii k, i; R d Z r F -ZN Dr sz D c► DG�Ox r rn O� 00 5 MAV WrDnL9 i?O C�rnZ O r =� <tn OV)rn�O O cnC - O �7�� K mrr� �A C� 1
G I D Z \n r Z v-V D v-i' n C rn �..[- N- Z D D rn O C Z C_I-1--1 -1 _ D -I,kl „;'. I { 1:1 i!' -y I. Iq I 1 RzofOA'p� .. OCc)� 002 rSC�n.,i f� P,1 to m' O O (n- DD-iZ -I-O P'1 `n� p Dp i- n< O - Z. to � xS ZZ"� � 0�� � v- C
',; I a = ' I rn0r m�' -� � v= ,. 1 v1m�i2QV1y = r(A �Z-_( C�-,�n�� ,�Aot� vTlO�'�� n Zz ..tnnv OO � mOrnrnc)rn0 -iZD _ t� O
II Y' �, yIw.°fk `' ; -u9FW m (7 O .Z07 m�io :Vr=v r�1 O-Dn' -0OZ (nOMR1.N O� .� r- r M -•1 Cr,1rn(7 �+l rnD O Z S OO N Z ..Z Z
Ir' I 4 D to U1 V1 ' V► D �- D C7 G7 j D O f7 v m O� <O(A-n - W v D -1 �-i ,D - iTr•*1 r G7 -*t
� i ,'I, ; , I on D _aDD Z a1V)D N DZZO r� r- �O �D D -� Dp-��tA Gctn ten,- �,� HOZ (nip C7� -n O-v C7
I it
s i'i4 .r ,: II z -zz -+� oOF �1Z N-i vD zDN = rrn0Z -, O� r�n�-1m tAO v r•l (A\rn�rlr,l(n D p O �c =D c � O tet- y
i „ I , S II nZ p- nZ s0 zs. $nZ v -11-1( '1 O Wrn{� x�md= Off• KD N�Z0 � � =NZ -c to _�" 0-n Dr A �� D
„ I x �[ mA�: s s v D z Z - -i D v) ap -� p r W cn (n O r ---I
Ii I �s YE V ' pn2ooNz mNpO y� ZSu z O W Off` D- . xr rn W �� n r NO --t �D �r :��-� rn-�D ZZ rn �Z
D 2
il,11 I, i, .' �m� - �t OZD� � nD p0 S��c) CtD�p+ . =D ZZrZTi r Z � r c-�-�r'� p r O-�ZO-10 (n �Crn rn0 <rn�0 r r OGD D � tT1- Q I
111 i1,
NND z�c Z vc> �F ��cj'-z-• a= r=te z Z C�cA w 0-11_1 O ap�xx c �D O ODZ .O mD m O0r rnz . " r*i 'n-
IIIk I i ;` ( h C I =n N O -� W g n D Z O D (� (A _t (n r*t Z
1" F z.l I I I OSxF m3. �� r i N F� �O=fn'��0 m-If*1 -rnn OZ^ ,4j T. -(ZiTt D r�*t1- VimflC-1 �-0'''1 0 0 :c (A M I
.1 �I �' I mo-C v CAI f- Zorn JyZ\ MUDZ C7W= -(!) A O op OZr..� C� N O �Aj7Gu ��O ZC < fns .
I I !, : ., a sr �lll n (no F O rn Ox -,--rnO m OnmrnD -(- -Wcu rn Og ZOc�porrlO�(A Drn-� x=O Nm'� -1 rn z= Z
�, ,' i ,p ''k ,r g. .i ', {-� o R10?1�' OtrtP��Sf7 toapC� � AO r'1 rrT�.mCaC��m �D DOC ON ZN=OC rn =i p O nO
i 1.: 71 ! I ' I `.;i i; u' !, [ {� p �N - 2'V sl. 0rnDW`^r �C A�C� rnrnV)r- x56 %�m �� '-'O'(n Z DZ -1� (A I�1�' 0
;} I III .. �A4� �rn -1� _ '"-i O<rp� to 0 =gn �WZNDm Drn rnD�O �vVi �� W m OD 111
P k,1 r*�
tk ( " ryl (M,, it nZAD _� O.� D � 3 m(n DrnOCC1AP ,10� Z
, .,,I a 1 i w{ { DO -_1r_ CA . v %I ;1)F 'n �'LI�D . N Z(A<(Ar-1 :zrnr*1,lccn �rQr C�z �(n O rZ �N .
p tiff p' r O ,�j�O n�rn fl vCA)O r X2' --10 gv--iZ--1 m C DN O �`�
ra I > ll!6- (AZ En D -j -u-
IV rn-1� N\Orn-vz Z � � r-rnW. ' rD'� .w 0 =
1II;> III € I '` Z "D� rn� m�*1(7�O NOr `L- =Z N-�D�Op � � D r D- O (7 to n
: A- I �nD r+l� (n rnM-0 O� -M S. O • s O nC « "imV1 C)r,W O -0 O D
gG! Ilki f�° 'I 1. t 4 ' ` ' -i�1 n IL '3�1 0 O =.� Z*G O W (n <ZT — _I D y Z rn v D �1 r-
I 11111111 1111IM1111
€; ', ;" "I s k[ tip,'? III n Ocnrnrm.nn O OZ m� O 0�� Z O-ivy-C� -1 Z Z �mQ c7 r.im
'FI' f III 'I i iil ,;I, II -r v (in =1 �1 Orn ( �_ ZZQ =f�l� -fD NZ� f�1 IA
I 1! d i i ,. I I Z O fl�
III I ( 1. I I
O. _I Z — �QO �. f�•I
�I I,,' s NI ��7 I M i ' I, ,'i�C � I O
1 13 11! I ° ,> G{ o 26'—O"
k I, Illi 1 X11 1I' - -
Ir I ! s �y i F
13, Off
Y + I I _' i rY i tt iF' 1 r I -A O _ -
13' 0"
�1.IIB. 1, al I k MI6 s I N I
alI .CI1 �' ul a" 4 A E' D --- ---------- -------- --Z_ i
ISI III I ! r � ,g 11 I
f
I" tea I� l
I�: ' R, li
i, y iI. , I II iI E T I r �� - 1 " _ iI.
Z
�IIV � 1 + � � 1 I � � L_ —! I i � o
: ; �i �,Ii I j � :11 :: I : ,,,l� , , � I —NI I 1
:b Z rn
€ D W _�$ Ig
I
,i , I zo I
1 f
O
o I o
11�; 9, I I � , I I E I I Z O a r v� X I I
I ,1 4 1( i v Z y r 00 Z z -� D ( O O _ mow.. n Qp
Iia I , : '1 ,
-� + r z z
s� i i . ,, t a 4i p w III (7 n-1 0 O rn.ZI I �� ��', ( I ^�.. r'V► ,.I
r i Ii + I ;� f I + W W O Z X D Z-' { W ( : nwltx
$1 I+ °' ' } , 1 C` I
`I�. r I 'i: }� a; �ca mo �°i zll� o<�� i" i i - I (- -_--ice o�60� I I � �w `
I ,I,I ? i I ;3 *(� `CO nZ'X n� F � -1Z�0 N ( ; I I ��X" A I --
N
r: l nl A
S
, r 7C D O ro"
to _c rn
I G I,' # . 1 P ,r t f r 7C tZTI CA O Z r Q-{
r" lC1 c
�il,.' 'r i iir j 'I I' i +a ? le V)m: O .�C O N > fl I .� I i to(,rn •p .Z I — -
1 i , ^ W - O try t) : '. 'I:.
f D 0) -4 4 -0 $ 1 tT!
' I „ a -�r �O� ZA Dv D � y X. z
3 . a
I,I 1`¢ ; q it ,', � � ��m �� Z� azo I F O y �� �,�," I I i
I +
II �"i I,, ` all .may. o' v °°z =F � s —� I �� I L—J I O
d lIT,$ 1 ; III o Zz A O m r — i t —I ��v �_ i
t hlr I' i I 1 D -*1 C ( 1
f l u RpCe J 9. , I n v m l� 1- A r Q v ' I ( I I A_ (�jl1Z I
1Ilf9'k":'4Y y'If 41'4 (n 1TIG� --4-< N �(� )- I r 1 I O) xa�t�) I r J
I �„ I , v D V) -4 r U?
' 1a1 't ,.i , r it 11 z : i. m D b z �� m v,I § i I i I I I r oz- 1`1
2 1 > qr
i, 11t if l{l i,l !' 14;1 I ; F b III a NFi mo o �i� O_) L J I w I o I -
f SI I r N c � cl N I I �^ i
i It; it 1. I ki I a I �, _ I I '1-- —� , a
I I �° I; .,�E fi , L — i I I "�
(� , , ,
{i�( B . I -I RSV
n i I � L � J A i
ti I r v �', i I x,IF . I. III 1 i M
�IIIh I I .{. I So I o �
I � ��� I i I �z I I 1
r. I 1 6 1 I' ( g
�, I ; ti t ; 1 m o(_n i r �1
9'll� I �I j ; ;` Ik $ i �Q !!g CID A M
I I 1 Z �
1 ! t,
G i G , —•1 I
r °°0-a *.m"DON o0 'v u�') L_ N
i I;' {i { ;� , v iG li�i Ir' - , Z 1 Z Z RI v D ==O O r^ ftn I ( Ui + ''' �°;
7§ � , I, III k •i {, I' i �p i a '` ',I III r —K I- O j 1
I
J v= D �,�Dr�* z'oD �cs N 3 I o i j4�X ya I I+
j aleI ' 'I l; I6 ` s 1 "
''1i I rI 9g 6 WDOZO W�F DC7D3:�Z -�v� �. I ��-. I .p
' s" � m-Z *1 � �A cnrSzrn�v D I fa R - I
, t�Y� � _ I
i; II
R Ili pp GG (7 O D -� r SON -13-ft 1 I I p `
''� '' e Ctii n, I k V 3 _ ZD OC� nZ\ �-; mr- .Z07 —Fv 1 I W O �2 I i t�.nf �.
I rr- I in y�
� � IJ h o p n mrnIl m cn N I
' ! j• 4 I+ m;V C7 D 0 r t*13�• to D N -n I I I
9 l'C', 31 ,i' i I i� V1i+ Z S �Or- '� (nOp-02•D ZD I i O tJ) y roi cid
S I , �81 i. �� I; D Z w(n C7 O rj Z . n Z D a7 O (Ji L O "
'I I'! " ! siI '' �ZNO(� �Z�`]'v-az Z I I� m zO
I qk N A . v rn I ,, I
�� i �.! �, ? � IIS I +' I' I C7�► m� sz .� -!� DCI(p.J- �j (n N i� �� C
llakr ill 1 kkj' ', I „il V 5 ,1; �I mA-u��W Oil ���FU) 1 Z� DO D I I Z n i � -�2
i I ( I FG , D D
�II(c;I I I Zwz� In> nZO �_p�,o_K) F� m i I z � ` t- -� n � o I i ��
� � �� I i;; ` f $' jj�„ zz zo— c('l Zx -± v I I i I �11)m I i �
k l i, ups I i1 ,ll, I, I,I � I dk , .I i �0 x vp cm .Z 0 9)P {� I Y) a � i I I 2
!I' II '!' I `^l. # ± i . I III' , RSlD — '� n D ( W (— L J (.Ti czi A
N Z E C r _
�a, r , :: I. _ -- -
rl .,1 ;�,,, I z c7 r
i , ; , oz �F
�, . , I t .-,O D
i� #
a
..,,,� _
I F 11 � I _
. .
I I
., ,, II., ,.-:I o+ .I i,". i , I L ----- —L --------J �,.
----
,1u1 �'C' ill ! Ik. CI 4 ,,` i} tkl -- O
r
li I IE,� IIIIiI �` II h1 k .
�I' { I ak I I --I ------- -L ------ - -- I o
� :
: I4.1
. ;I I
k Yl T
s a l� I IT
,��
� Ii I� �I I Iy11� �: �II , I :: L I:'L I I : I �— �'.
�,, �:�j I ,: 1 �� I : �
- II. �'1 r I t I I k
� I I IL
s . I I + I I
; l711 ��r: �� ',i g ^� I -i �OOD i I r�
,i I, I U) I =1—-I--�
QI I kt Ifs, 'I m i I �Ap
I a�' }li i ,! + 's I n I i L ^Z ' NSA i
i + I z —i ww.. �X I i
. 11I i I i� I' i� �I' I' i 1 ,I i �,,,� —�0 4 1 I i �a'Q OfA
Z i A X.2 ,x'10
k r 2� I
I ". s ,
..
% m o �.
„ m
ry 1 I 1 I i
l 11 �' (, I; 1� I ' 00 I ''� N ”' � g �
( I. �I I V
z to I i go A com 1 N
� i x �.II I+ "k I _ -{ 0 TVI
° ri;1 R'. , lI. I I� M 1 �� Dir On I I
Iit E _� I I c$< _�-
m' 0 1 0 o w w"I y I i
�I� i l; i rl I ' • 9 �,�
I`, !I,,al � I r g� r+ i I �'
: 11I 1 W ggr t
3. r F
�• i I
i>
a9
o
.i , -
r� I 1
It (q� I �' i O D I I YC4
lI R III 3 Q z �, L J
I ,
a II I Y=I 'ii �� i � 'I I j ,il I W� n� �� V'D� O G7 I i I -Ik i � 1 D D r-Oo 2Z -.1 V %1-r Z1 �'n� + 4 �� 'i� {k I Ir�n -+ ' n-, nNao� cn II I i 74
�:' �'I I`i 1 �'1, I � O r � O� WS �pXp X 1 C r I �(- N I I o
(j E q �i&I '�I m W X n A g --O-I �-- --1 i 1_ -ED � n I I r n
i �o I —
Q r r:, to N
G'' ari III t LII, iI �'I' I V O Z� '.N 0 Orn"� Z. �Q� 1 _ I �n> �
"' N 1
i � � (�it II Iit l III r Z nT. m pW c m �m o >
I t (n m n 0 A 1 I I G'
v
�' +(t RII I'` 111 alit I 67 O� ZD O �r C� IVI I I N $ I I 1
W 0� 2 _
l iIn (, + I I' II ° i s , ' :l N D C7 m '*i 0 I�* i5 m O I L.-J I I- I ` —
' r �7 CD- Or -1,� .. X
I 8 t �- ' a Y k , .�
r z o I I I
tl In a r m z o°4
11 f i III
A A v w) _
G I k r1 ,, I+ I .k v, m w e z -, '' L -- ( w L_ J i r — I �'
I ,IIp. I (1 I `rl �1' r I ( M ••I'< S -1 0 q,f_ f1 I Cp ^ I I '-1
6 '(: 10
I
�I � m z 10� � o� I i L — i O
k" 5 E is Y f 1 ;dv. I 11
•I v o W� �� ( I s
I
O
I I
S C O
r
I y
I '11I'4 i il� I I m O oc v0 I z I
,Ii i
70
,I �� ;K w
F I o �o z ( I + r m ( — J
, II '�j i d li I i c� w i x
a
I - 11 4�i i
Am
' li � {II ' li I i �Z�\ I L- J 11 n I 1 E •
i - Ai _IL ii , i 11` Il ! F I , 1I It o �0 CD 0 I o I
' � ` :Ii 'I • ', � , Noov " I I °z i I A
(, I III l i; , a +
; q 1 `GR;'J�II444 1 r (i �OD� I I ( I "iarr�q
l.v i€k II II = I i + aOW . I I � N I I y I
I it I rox .. I l _
6 ------- -.---- -
I I i I i� 11 (J)r"' 0 0 rn--i�� `` 1 L_ J L- -J � ,
�I� §I I l! I�kI I , n� 0> 0>
r,II 0�
i W
la 111` a1 v rrnrnrn - ---- - ----- - - - --- - - - -- - - -vv I �—
t
nl
Tr cA
r
's
W
r rn a _
to • _
: i (:�#;, I� ; ; i 1 ( Ik: 1f I - rr � . OHO z o �
[ ,I1 ;I,, � D ZC r �
�', ;,, a Ir LI v �� D D
,I f �;j:�ll,.ilii irl r rt .I I ,! 6 Ii .'eiy .}1- n 3 V rn�.Z \�- 1A ` I
k-, ''i x ,I ,'I I, I I `0 � Com/ I_ O 7) (TI O 0 N O `
I , f 2 L D N n
_. (n -r-�
k 'I is g I I ,). I i c Q (N `m /�/ • Z d�
g;,!I.,! I r f+i Z `Z: z Vl to T ..
I i 1 ' a l i ; I Yl J -0 o� ^ 00 O r � r- C Z v A 10 32 MAX _
1, re I �' 1 1 D -n D \ L Z Z W^ N W D -�-a D W I
I ,j kii ? ' r Q�1 E � G7� � �CC-iD CS O -1rn
G I" , J i m 7� i*1 D v V) T r Ri
�, I Ia k N L,,' k 2 r*7 rTl • O Z7 V) D -rr ;Z\
II;l.i , it " 'Z' f7 ij X t_q �� O Z � 0 O I
1, 1 �c I: X. ;a �m Ozc1
I (' ,. R' ,.', iiI I it -i( �;Ii i , , ; i. i. m ' D v r= O �"'� O D S -
, 1(, �I °; � h I I rn r .p _�Z 0) D 0 * Z (� O v D
SII IE it IE { , � % rn to 2 D O ^ v I
:i I:�I is i �, 1; } h tl" i .T } ` mm i m 2
i4, i1'i ,. :''.;f { ?� Y .; I� i ,-0 �" ill � rn 1 lAJ 00 0;0 r �C N r m\ Z v rn O r c
y � -1 rn > rn D
Ill ,
Ill, ,I
3'ir ,'I� „ �i ' I O - TI r
111 n1 O N �) OCA X rn (n K) --1 (nr
' 1. I n i,� 11 l il� I k rn � Z X 0 C- O 2 O rM* 0 p W W v� 1 (n 0 1
s If Ili ( a ' O O - •-1 D 'fi ^rn W
,x 11I ! k r ff , I < N -O s D 0 y r O C 'D h
"I, r in D D �' Z t7 O Z D\ 18 MIN
I I � Ir`. I ,� N � r -� n
14 q ;,' I ro 3 tN O �'TI X C7 V) G7 (7� r � O OD
I, II ul�d ,i 1;111 cOw O w rnv ca O mA O c -+ T _ � �
I, ,. 6 u3 ! ;: Y ,� •'r ,II v: "0 r O z � m M 0� Z Z rn F O = m Z U7 D m r "�V) C I :
i1 R Nod V n o. •• -� rn w --I vn �v z Ov c 1 zn �zrn0 Ornrn v
I I, ,� ,.i4 :vIi f:; p ? I,;,."r r II i j. i' o=m A rn Z ,� O -►1 r(n : D N M m v D p S D v n 0�l rn N -
I 1, w i il's, .G 11 � f 1 i O �� D -�� :1 O � r � v O D O 1- r W � x l
4 °� a F, E r' p.,i `I =n0 z L"0 -� -0 Np- C (n rC -10 ms'*-.1 0 rnDD rO)
S I d (. 1 J :
! Tf
t .H �� rn
I L../ - - r
Ilr i ,1 o m z r 'l
i°�I � +2 I 1 yi voo p -1�' r D T �s ^Z +I 0 V)0 Z
{
r I
w m -o
k :e n , O a r N I v
��tIII sI '1' 119 :III I rr r Z W D8C 0D 0r- 0 �- 00 1
l :{ I -.,x i li r i'= r : T D ll �.: v r 0 C n
4 a mi O
a � I" ri i , `;I mZ O x) r NNO I
I a d m f" 2 2 Ft r TO G7 .� `� s-1-1 m D M
I 3 1.�� )$ x to T .
t I
� IfII ; f I,{,I a , 'r ' , �, I Civ ��{,, .< WCZ V)D
1 I
�si1 r�,�
;P- rn Z
d „ i aik 4° ] - (A D D :C� r.Z(n 11 I
` 1 ia'� Ili �d la li" tP, ( , i I ,,., I Z r 0
�Ia �I{ii �,k I 1 .1 111 ce z g
o �ilI` , i f :E� ,,; 6 I is s ,:i ! 9 — --1 O
�IIII ;Ir r I I 3 -
i!
i6 I` �i r;ti 1 ix N n
iir I (�u f .{, 17 lr Ill , # ,.I I' iI i. I:.
I I IR t � , ,1�1,1I
+ '
, � I II'I"'�4;i¢ If1 III i i �I , I
1! Ii
, ,
4 .l: ,
'f; 111 ii ',,, I,I A ,I;", i i s, , , I.
k .,, 11
I -__ L.
-- ...,......_x,....�...�,.f,�. <.:.-.111-1--1 .:. —11-1-11---iii,arc..�.sx.,. a_rex>..,..E„cr t _.-.......,=..a. 3id�s �•.
{
Itis I I
i
i t•I F a he lI i �. l i i i I -.1 I I i 1 !I i
nJ
r
,
I"
Ali I a
'� PI c
I
r
if
if
If
a ��
hl 1,if
„I. i' I I ! I I !I � GENERAL NOTE,
L.
� F � �,i R �:, ,�, , ,I� , • I I � TRUSS DESIGN LOADS:
I � y t
i°t 51�' j,'af Ya/ r r�,,r y '�'i l� ki,r SLI • .
Y �� ,p Exterior pints in the building enr+lelope that ore sources
�{ ,1 I •� i F {, i, � 20 PSF ROOF LL ON TOP CHORD of air leokayye. Such as .around windows and door frames•
sa `'ll I �l i4 11
6 PSF ROOF DL ON TOP CHORD Between wolf coldties and windows or door flames;
iIyI �I It ,,�I
0 PSF A1TiC LL ON BTM CHORD
10 PSF ROOF DL ON BTM CHORD Between wails and foundations; Between woAs and Too/�
,I #•; s CONT 2X6 SPF #3 RIDGE BEAM OR RIDGE BEAM OVER
ceiling and Between wall pones; Otenings of penertotions
OPENINGS PER FLOOR PLM! PECS �' EACH HALF)
of unity services through wails, floors and roofs and all
other suchenings in the building enWope shell be
CONTINUOUS RIDGE VENT SITE INSTAL - UPP DWGS HM2297ROI (SYP MONO STANDARD TRUSS) caulked, gasketed. Weather stripped or otherwise sealed
if
III uSTEO TRUSSES 24` O.C. EXCEPT DOUBLE in an approwd manner.
TRUSS£5 24 O.C. IN END ZONES
(FASTEN DBL TRUSS TOP CHORDS TOGETHER
SITE INSTALL 8X4" SCREWS TOE SCR 1 "
:p iJ . SCREWED 2 O.C. _
WITH 15 GA x 2-1/2" STAPLE 6" D.C.)
Soffit rents and ridge vents equal to 11150 of total
` » " (� EACH HALF) roof area (this factor may be reduced to 11.300 when a
till I p ISI
vapor barrier of t perm or less is installed in attic.
! ! INSTALL 1/2
THICK X 2-11 2 p }
' NOE CONT. OSB OR PLY t
ING (min 6AND .9 sq. ft. net vent air is required wlvapor barrier.)
STRIP
ON TOP PLATES /
7/16- RATED SHEATHING OSB. EXP1, { INMIAR
G Vt IAIL
24 16 MIN R001" SHEATHING CEILING INT. FINISH FOR �B�R
/ STRIPS) TO SUPPORT TRUS_StS
ry
li Y ,,1 1 „J J I it I INSTALL 1-1/2" X 26 GA STRAP WITH INSTALL 'CONT 1X4 SPF BRACE AT OF TRUSS
DIAGONAL WEB MEMBER AS SHOWN FASTEN BRACE
I TRUSS WITH 2-15 GA X 1-3/4" STAPLES
i r f, J 7 –15 GA X 1" STAPLES EACH END H
FOM TOP PLATE TO STUD OR HEADER ENC TRU IN H
SS EACH HALF)
I I
ti �f v. 16" O.C. (TYP EACH SIDEWALL)
{" INSTALL TRUSS ANCHOR FROM EACH )2 4
.j'i� I I , I ;�,I 4 � i. i t � 2 SYP �3
a I TRUSS TO WALL FRAMING WITH MIN T EACH TRUSS TRUSS KING POST• TWN ASPHALT` SHINGLES INSTALLED PER MANUFACTURERS
'' c "ilii" i 550 UPLIFT LOAD CAPACITY;
7 Typ MN 4-1 GA X 2–t/2" SEE APPUCABLE AiL AB FOR ROOF �fIONS OVER ONE LAYER OF 15� FELT FOR
FAIST MAY VARY FROM IEMA SHOWN— INSTRUC
{I ,I . ¢ ! FASTEN EACH TRUSS TO TOP PLATE �A EACH HALF) HES EXCEEDING 4/12 AND TWO LAYERS OF
W(TH 2 #8X3" SCREWS TOED (TYP) CORREcr sPEc►FI aNs 15/ FOR ROOF PITCHES LESS THAN AND EQUAL
I t TO 4/11 (WINO RESISTANT SHINGLES; CLASS A)
4'E a
l i
GALV. STEEL EAVE DRIP EDGE
2X6 SYP #2 SUB-FASCIA (TYP)
,�I ��� (TYP)
� u �� Iii
I � x it •'� I�r � �= fI I, I
! : � DBL TOP PLATE 2X4 SYP 3
«': � OFFSET' BUTT JOINTS 48" MIN INTERIOR CEILING FlNISH
f VINYL FASCIA AND VENTED SOFFIT INSTALLED WITH
t 1/2` GYPSUM BOARD INSTALLED R30 FIBERGLAS, tNSU W KRAFTBACK ON BOTTOM OR
! AND FASTEN TOGETHER WITH PER N.FG. SPECS CLASS A /gyp / RELIEVERS FASTENED TO THE 5t0EWALL AND 2X6 SUB–FASCIA
g Z, �t i, J 15 GA X 2-1/2 STAPLES 4 O.C. 12. R30 BLOWN INSULATION WITH POLYETHYLENE (MAX. 1 PERM) IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS
py ,! l` I {7YP AT EXT. WALLS) MAX �� DBL 2X4 SPF #3 TOP PLiC! - VAPOR
� ,.. i3 '.;E, ,, �. i• ""� » IN SOFFITS TORIMAIt�iTAiN�M IMUM 1 NC PASSAGE REQUIRED
FRO AT
I ' :a ! –� OFFSET BUTT JOINTS 48 IM
k 1� 1 I b (TYP AT MATE LINES) INSULA110N TO ROOF S THING (TYP) /
h ,s ,I , i 1 �.I I —VINYL SIDING INSTALLED PER MANUFACTURERS INSTRUCTIONS OVER 3 8"
RATED SHEATHING FASTENED WITH 15 GA X 1-1/2" STAPLE 5" O.C. EDGES
EXTERIOR WALL CONSTRUCTiON u INTERIOR WALL FINISH AND 6" O.C. FIELD ON ENOWALLS & 5" O.C. EDGES AND 6" O.C. FIELD ON SIDEW
g
AND UPLIFT STRAPPING AT OPENINGS 4O » ON ENDWALLS �� )
PER THE APPROVED STRUCTURAL 1/2" GYPSUM BOARD IND 1-1/2 X 26 GA UPLIFT WITH SHEATHING SWILL EXTEND CONTINUOUSLY FROM TOP OF TRUSS
CONST. PACKAGE PER MFG. SPECS EXCEPT.'5/8 8-15 GA X 1" STAPLES ENO 16" O.C. TOP CHORD TO BOTTOM OF EDGE JOIST(S) WITH 2X SYP BLOCKING BEHIND
TYPE X GYPSUM BOARD (ItPLASS A MIN) MAX AND IN END'ZONES 0 AT OPENINGS 2-2X8 SYP 2 EQGE JOIST ALL HORIZONTAL SEAMS i
ON SIDEWALLS SHEATHING SHALL EXTEND CONTINUOUSLY FROM TOP OF
R13 FIBERGLASS BATT INSULATION ON TENANT SEPARATION W06LL (TYP) PER APPROVED STRUCT. ACKAGE AND PER OFFSET BUTT JOINTS 48' MIN
TOP PLATE TO BOTTOM PLATE WITH ALL EDGES SUPPORTED X
MAR. WALL STUDS 2X4 SW If3 STUD AN )
BETWEEN STUDS WITH KRAFTBACK � �� PLAN
STUD TO E�DG O�SGT S � TO (TYP ON SIOEWAU.S 80CKING (TYP)
BY 2 SYP
I ON INSIDE (TYP) Q�j PER FLOOR PLAN SPECS EA ��r.r�� (TYP EACH HALF) FOR SPECS)
I h 16 O.C.MAX WITH STUDS ART OPENINGS� {SEE FLOOR CONST. DWG
{ i k ,Y --
�ntitti, tr , '� 1–I 2 X 26 GA UPLIFT STRAP 2X4 SYP #3 �� --EXTERIOR WALL STUOS'2X4 SYP 2 MAX. 16" O.C.
t' � aspi,h "' I WITH 8-15 GA X 1 STAPLES EACH BOTTOM PLATE FlNISH FLOORING INT O OVER (SEE THE APPROVED STRUCTURAL PACKAGE FOR THE OCATI
u A ,>. .,.. .. sh stP • c'. S ALLIE q 7 E L ONS AND WALL
ENO 16 O.C. MAX AN P ( HEIGHTS WHICH WILL REQUIRE
0 AT OPENINGS SUBFLOORINo (TYP) �) CLOSER SPACINGS ANO/OR DOUBLE STUDS)
FROM THE STUDS.TO EDGE JOIST(S) WALLS
PER THE APPROVED STRUCTURAL 2X4 SPF 3 BOTTOM PLATE
t CONSTRUCTION PACKAGE (TYP AT MATE LINES) SEE FLOOR CONT. DRAWING FOR SUBFLOORING SPECS
(TV ALL EXTERIOR WALLS) ! AND FLOOR CONST. SPECS
Ii — FASTEN EXTERIOR WALLS TO EDGE JOIST(S) WITH {8X3" SCREW 12" O.C.
SEE FOUNDATION DRAWING FOR (TYP EACH SIDEWALL AND ENDWAL L)
FOUNDATION, FOOTING AND PIER
Ii SPECS (TYP)
p � f s,• 'I �;, � j � _ �� PRESSURE TREATED MUD SILL (TYP)
Rig Fl8ERG4ASS BATT INSULATION •
2X8 SYP J2 JOISTS 16" O.C. y
SEE FLOOR CONST. DWG FOR SPECS WITH KRAfTBACK ON TOP (TYPO TRUSS
( )
y _ Top Chord TRUSS UPPER KING POST
f
s:.
�� I
qq ;�II'ja. I 2-2X8 SYP/2 EDGE JOIST W/SPLITS LIMITED TO 4` -,:•''
4 'a N ; � ' ,! *IF RIDGE BEAM BEARS DIRECTLY ON
TOP PLATE OR STUD THE BEARING WITH BUTT JOINTS TO FALL OVER PIERS
i EACH HALF AT MATE LINES)
' I v� 8X3�EW 10" O.C.*
ySiTE INSTALL 3 � 1-1 2 X 26 GA STRAP WiTH
i II STRIP MAY BE OMITTED. /8" DIAMETER LAG SCREWS (; / »
STAGGERED FROM SIDE TO SIDE AT 32 INCHES t1,p 1 CONT 2X4 SPF 3 FASTEN
vi1� 1979 5-15 GA X 1 STA EACH ENO
6 t ., p1 TO KING POST WITH
O.C.. LAG SCREWS MUST PENETRATE 1=1/2 � E' ` Au to a 4-15 GA X 2-1 2" ST INSTALLED ON EACH TRUSS
MINIMUM INTO ADJACENT MODULE ��a'�sr3�� ,,�
aow" / A(TYp)
CROSS SECTION
C `arae _ TRUSS LOWER KING POST FASTEN RIDGE BEAM TO EACH
r� WITH NOT MORE1 THAN 3NAILS
�� (I J ; r
NAILS INTO END GRAIN (TYP)
NTS = - _--L--
RIDGE.BEAM TO
MAR. WALL TOP PLATE
I�� "Il= `I` E�
I h JOQ
E� WITH 8X3" SCREW
TOED 12" O.C. (TYP)
THICK RI FASTEN SHTG TO H TRUSS a x
2X6 uwtBERt RIDGE � OR 1-1/2- rte►Low / „ ..�
BEAM t3sat SITE INSTALLED
WITHIN 3' OF RiDG AND WITHIN ApP- -�,
3' OF GABLE END F ROOF WITH 4ha"u /� TOP. MARRIAGE WALL
15 GA X 1-1/2" APL.E 5` O.C. Alm 401G<
Ig ':I i (TYPO Ridge tti t 1
if
Locate butt pmt over column p,1o2 DETAIL A ,
stud over mofflo 2m or min. "wom opening FASTEN ROOF SHTG TO OUTSI E
� i
!� � DOUBLE TRLJ.SS WITH 15 GA i-1/2"
I
min. (T)p.)
(TYP EACH wlutj Sgger pints 48 O.G:
STAPLE 5* O.C. ) •
1a3a'rR PRECISION Mt�DULA.R
lumber or LK ridge beam. 309
E. 4TH STREE'r
if
f II I
2x6 SPF#3 splice plate f imod 0 all E dwell
OCILLA, GEORGIA 31774
rrd�beam butt is with IG0lC'PVA lue
:I�� �I � ,'f E'� �I' � 1 ; ; � i � and 3-rows f5 Cax2 1/2 ste�l/es J NC DATE: 161 o4
, ,f (Wke plate may be used as Ma rIg sti mer.)
' FASiEN IRiTG To TRttssts- CODES: izm
WM 15 GA X h.
iFO
FASTEN sHT1; to EACH TR S" O.C. EDGES AND 6" O. LABELS: REVISIONS: DRAWN BY:
SCALE: Nis c.aLeblanc
r , } 9 4 W7THMI 3' OF CAVE AND IN FIELD (TYP UNLESS
� €r �9 ''f 3' GABLE OF RO Sldewall OTHERWISE NOTED)
LUMBER AIYDJt1R tVl RIDGE BEAM, SPLICE DETAIL WITH 15 CA X 1-1/2" sT:
!�. i
I, „i I s OC. PLAN NO.
I i�l MO
'I � �., : SrilEA1H/NG GROSS SE�lON TE #9 DUPLEX SHEET
R0 DETAIL PRE-51 D FI
� ,
r� �.,,I
•,, ',, I .. - -
�,; C t f I' 3 ROCKWOOD LANE tv`C3F
1 � I G, { WILLIAM J. .KALKER, JR., P.E.PE
1 cif• � A , I �,I w,�4 � � I - CONSULTING ENGINEER {203) 261•IIb7
MONROE, CT 06468
—
,
'
if
I
I '
1
t i; I,w;
d F �' I,'( , III '.,{(; s : d fi'{k j. '. ' • �.
it
F
y { {
PPP j
it
( iI
I
1 . Iii 1 II
( 4
-
III p� a
'[! 1112l
AV
', '� ' I,fEl�` I{" {41' II II _
r,`;. t 112' M2' VTR PLUMBING NOTES+
I {
iF
1. Tutr access provided under home unless otherwise noted
2. .4t1
J 01b plumbing fi burs slia9 howsgnarate shot-off va/ mm
� 1
er heater shall have safety pan with 1 oFoin to exterior
1 112' 2" T& P relief vaVte with efroin to a for An shut-off
II ;
I � e� And o
� , ,� 112
�I a 9 .( 1 1�2" 1 1f2 rales within 3 ket on the odd water sup I line
i Y I TIJ8 TUB shall be
5. f s�t�l 11nes shalltbe W (SCH 40 or MRll or PEX.
tl k �
K/TCHfN SINK PPY ( )
LAV
I �, Water sup y lines may be stubbed throw the floor
�k I WASHER TO D /
p y
r
(only) with the on-site installation of d/ lines below the
i� floor to be in actor with th thef'n i
2"� 2" efrowing. spec►koGo s on this
t 1/2 1 1/2 6. Water closets overage water u shall not exceed 1.6 al
I �
; Ik ' k t
J ...� /flush. °g � 9
?" 1 112' 1 f�2" ilk 7. Binding drain and demnouts are designed and site installed
by others, subject to local jurisdiction approval
C I { t {
FFF
I, #} 2 . Underfloor trap arms not installed in the factory due to
"
possible in-transit damage are to be site insto7led
I j , m accordance with the Specifications on this drawing.
J. 3" 8. An accessible shut off valve shall be rovided ahead of the
h first outlet or branch connection to the seerite or distri-
i
1 ',r I h ,
bution pipe. This shut-of valve may be site installed.
# i
9. Sinks and lays shall.not use more than 2.2 a/ mm
60 PSI.
10. Shower heads shall not use more than 2.5 gal�min ®80
DWV RISER
PSI per ANSI Std A 112.la1U.
"i LI k 11. Ai/ showers to have temperature of water controlled b a
h P Y
i
NTS'
" '� ,{1 '{> '{ ;I � � I pressuree�hermostatic valve to limit the water temp. fo
- I, I I ball i balanced nxssur� thermostatic or combination balanced-
.
l20°1'(valve to comp! w/ASSE 1016 or CSA CAN SA-8125)
I rt _
I Y
I ;�I� `I � •, I, �� ,u I I I m
direction m ScheefirJe 40 DWV Pik and ABS dram e
, a�g� 12. Air admittance valvas AV shall conform to A 1051.
pipin si#tall be mode by the appropriate use of 45• (0.785 rod wyes, The AV valves shall be located o minimum of 4 inches
iY ids or Ion sweep uoorrtter bends, one-sixth, one-e' h, above the horizontal drain or fixture drain being vented
i I I r 113 � quay er 9 P q r'
i' th bends, or b a combination of these or uivalenn fit- g
i� eine-sixes Y , eq and must be installed in well ventilated spaces or provided
tins Siipg/e and double sanitary tees and quarter bends may b used
9 with ventilated access doors
in dranoVe lines only where the direction of flow is from the h lzontal
to the ,rticol. 13 When metol water supp/1 lines ore installed, water hammer
i
arrestors must also be installed where quick dosing
Short sweeps not less than 3 inches diameter may be used i sol vr�l�s ore utAizeed (fie, dishwasher,, clothes washers, ke
I makers or other quick dosing devices with solenoid va/ves)
and was& lines where the change In direction of flow is from t
Arrestors must comply with ASSE/ANSI 1010 and must be
horizontdl to the vertied and may be for making necessary o is be-
? installed in accordance with the manufoctureers instructions
I
t ween t* ceelfig and the next floor abo►�
14. An approved thermal emslon deldce shall be installed
rtEif exp
in the voter supply system in accordance with the man-
' ufacturers installation instructions (this device is required
� 1 when bockflow preventors, pressure reducing valves, check
vpll or storage,water heaters ore! installed in the water
supply system which may prownt pressure relief in the
r ,
t We / \ system)
/
t`
I
TUB,
LAV
'�u / \ Melt—off f'dy Within .; /eel
,
i A (
TUB y
at oter
I • ", " r„ .� , ,, E. , : ... �„,,' \ ,�-E ,. Hot e e
min .� 4`
k
''I,: , '' _:, E i 1, "• t� ,, , I" ':. 4 to�a: �/�
"1EN �►
I, � v J 4 �
,I I' 1 I / 3�4 y / _ ,. �, SINK A K W
, �' ;u v \ 3 4 B C FLO FPREVENTOR
- { „ / \ - min. 314'
K{I�TCHrEN HOSE � . / 1 2 _ J cold water fine 1 1 2 d 24 Go. olv�;nized
J�Nr1 �h? V �� sheet steel min. f116 thick
BACf OW TORR ► In/et high imoact plastic safety pan.
1/2 v DW— --� �• n 3�4
112 \ 1, ��¢ �4" T P!� t
J 3�4 WATER 3 4 r_ the ext ►of b�'ad or dachto an
°rg` o
WASHER v 112 HEATER
/ recon-ogr with o vters)e
indmect waste
tl air gap ('may be on-site by others)
I tII pan
full slre to the exterior of the
1�2=-� � � 3�4" 3�4 � 3�4 / �� -v
3/4 drab, line shall extend
inches
above grade.
• '' I� " i '; / 1�2 \ „ buI ig and termhote 6 to 24
\ \r
3314. A NO7ES
t Water heater shall be proviasd with a cold water 'Do' tube
st { , a, 1"
'� `� / \ with o hale at the top or a Kwm relief valva Installed in
1
the crold water supply tine oboe the tip of the water heater
\ tank; bottom fed water heaters shill have a vacuum relief
WC valve with AN57 Z2L22 Insto'led
,j/4 / 1 WASHER \ 2. Water h� be provided with a temperature and pressure
rei
LAV ��2 the waof teryheatereaank Me Wye shal besact cited in b e the of
\ T 1 INLET l / \ n The top 6 fiches of The tank and shall have a temperature
1
R" !,
rating of not more than 210 F and apressure settingnot
� 12
exeeeda►g the tanks rated waking pressure a 150 psi,
\ 1 \ whk he►er is hes
it
WATER / TUB
A112 Water heaters slid/be ed with at aner cutoff device
i II,` t ,Iry ,II / \ / \ �P 9Y
HEATER „ ( u that wall cut off the supply of hent energy to the water tank
0I
�/ ,/2 V . /4 before the temperature of The water in the tank exceeds 2100 F.
•, n
l
� h 3�4 11 2
T Id
TYPICAL WATER HEATR DETAIL
r.
NTS
lit
� � , , WATER SUPPLY
9 a� # k� 1 vl it I /►
}
I
E ,
�, :� o
wC
a
I
NTS ,� � • '
LAS PRECISION MODULAR
ALL STUB UPS 1/2 MINIMUM ( u 309 E. 4TH STREET
v 1 A : 77
OCI A RGI I 4
LL GEORGIA S
1 INLET 1 f2 ,
k: Lr
+ k k ey, �R DATE: 131 04
idr
CODES:
.7VrrL I i.�EJ '�1�1' � ��.� �,
3 p
Ap( vow
l LABELS: REVISIONS: DRAWN BY:
k rr b
h i °
C.A.Lebianc
t:1AC0 UNE SCALE: R�►J
I I
MUM 1MODEL. WYNGATE11.,DUPLEX
PLAN No. SHEET
I ,
11 PLUMBING -... �PRE -5hD -
E Qi!
IL I �:� rel,., r I I ,, ' , •".,; , . � H _
a`
1 .
I 33 ROCKWOOD LANE
u Vii=G
;I:. WILLIAM .J. iCALKER .JR. P.E.
, , MONROE, CT 06468
1' CONSULTING ENGINEER (203)261lU
-1167
:I
IT
,
I ir I
a ,, I� I I
I { EI
I I
I Ea. I ,
Ili! { 1 I r• I
I2
'
I I
,
r I
'I
.
} ,
i IL r
F
99 I
I
I i
�I I
NOTE: ALL BRANCH CIRCUITS
SUPP_YING 15 AND 20 AMP
OUTLETS 114 BEDROOMS MUST
BE PROTECTED BY /,N ARC-FAULT
CIRCUIT 1i CORDAN°ERWITH TSECTION 210.12
OF
MUST HBENPROTECTi
ED BY AN ARC-
i'AULT TIP= PC;, BREAKER?
it
NCTE:T : HVAC SYSTEM TO BE SITE
Ran .
114STALLED AND DESIGNED BY
9" Hood 20C AMP 120J241, V.
+ i Rouge Hood 100 CFM 10 SUBPAiIEL OTHERS, SUBJECT TC LOCAL
pi I I t
D 62 200 AMP '20/240 V. 00 CIM 1
ryer BUILDING OFFICIAL REVIEW
1pJ SUMAUEL I'1 4t•�V# Ss AND APPROVAL.
{ 1 1
QQT. DEW VENT DRYER
K4TO
r ;•.2 KW Ran 13 KW t.4KW 120V-. TO OUTSIDE
gguu
V� 9
OP Dew Range S3 KW 0240 V CKT 16 1 1►vp
I a ', I I� DRYER r 1.4k W ® 120V p 6 '
024 V CKT WA
GY/.
I + (( I ( TO OU'SIDE 1 1 116 }6
wp 'Gxl '
I I I
3 GF1 . ..�
I 4
1 KW
3 75 ( 1 washer 1., NOTES, NEC
r ; £LECIIJCAL
i
ff 1. BEDROOI # 3 FAN ol2ovts
I! I i + �,''. I I
z ! wosl�er is Kw-.. ave BEDROOM ' 3 I 1 for 1
�i �I 0 she v t 5 L 1 1. All ocircuits
PP' PeQ}ipment shall be grounded in accordance
; _ 1 ( t KI7�CCHEN B wi.h the o .o ria-e orticles of the NEC
( 1 100 GrM Iffi�'fIEA' } � L O MOD 2. When licht fixtures ore ;nstahed in closets they shall be
-. v 1 crarT fixtures shall
F WAIL 1 1 V surface mounted or recessed Incandescent
B 3.
119D LI( T 1 10 y P : -"
I 3 iGA G�i� 4 hove complete/ enclosed lams surface mounted incar�-
I I v \ 1 IP.LC. descent fixtures shall have minimum clearance of 12 inches L ,t 1 1 furl 4 GFi wALt and all other fixtures sholl hove a minimum clearance of
8 Inches from Stora Area as defined by NEC 410-8(a).
W.LC. 1 sclrcH a LIGHT IN AHI a uG•�r 1 w DINING 1 ua+r ,
WALL 1 DBUNG 'W/H 1 IN ATTIC nnlC 3. When water heaters are installed trey shall be provided
L16HT
..(�.� with readily accessible disconnects adjacent to the water
1 1 '1 ' heaters served. P;e brunch circuit switch or circuit breakers
s '1 1 1 shall be permitted to serve as dis.onnecting means only
, I w/ 3 where the switch or circuit breaker is within sight from the
p If, f • p l S GO 7 n
�I 10 he open
I nt
v f beir
locked r
�+ � � i II '[ �` '�• s.5 Kw �24D wafer heater or is capable o g P
an 1 1 > a 50 Gal W/H
s, 7 CKT 12
s
5.. KW 0Z40V 7 pOSltlOn.
O(T N 12 t' 4. HI e u merit shall be proaded with readily accessible
9 iP A unit switch
I.' v Yoe rIN a
> > ®7 rF position that is ort of the HVAC
witdisconnects
unmarked adjacent to the eghat is t served.
rued.
* , _ 7 7 n f hall
. €* 7 eouipmenf and discon ec s all unorounded conductors s
_ . .
4n x 4 i r \ 7 � be permitted as the disconnectin means where other
> 7 a disconnecting means ore also prolrided by a readily acces-
7 r
7 } MOD sible circuit breake .
l
7 J1ftLS7�R BEDIlOOI!
+ A
5. Prior to energizing the electrical system the interrupting
" € rain of the main breaker must be designed and verified
A010 / 2 g F
MASTER .00ROOM LIVING ROOM BEDROOM ,? BEDROOW g ce
b� loceiee/ecfricah c�sultanf`th section 110-9 of the NEC
6. me main electrico'panel, service disconnect (main circuit
3 breakers and feeders lire site installed, designed by others
7 7 ) and sub' ct to tocol jurisdiction review and opprovol.
7 c>n 7, Ali circuits crossing ovle- modular mating hne;s� shall be
it a� 7 WP wp site connected w�ih opprovec�le tittle junction boxes,
w �-� located below the floor or i
11R- Al' circuits to be copper NM exce f HVAC and Range
I. 8 oPP
� n 5 C.
I' ie circuits to be coFper SE )
CIRCUITS IN EACK DWE'UNG UNIT TO 8E RO✓TED m, ,s I Act of
NIT T;P rn� aaa►1eTewB,e 9. Light and switch to be site-v�stoi.'ed in the crawl space
TO THL' ELECTRICAL PANEL IN THAT l� ( )
„ Ili car " ,� near the crow/ space access door (light to be connected
I
foil,a to any of the installed gene.-oi lighting circuits).
10) Receptacles installed in wet locations must be in a
Auto. / weatheproof enclosure the integrity of which is not
, [ $ � r'RDN Tc1 ��! affected when the aftochment plug cap is inserted or
w ' removed
rte. _a J,�
simultaneously
Smoke detectors must be aired to activate all alarms
3 multaneously if any detector is activated.
pl ,�ted - �,! All smoke detectors located within twenty feet of o cooking
y 11
two �� G oppliarce shall a the photoelectric type.
Ali II. } ,3 ,itas<urer 12)a�ld fte�mina'et of nucoi�pro�,dvent tcopr-ofthe L�uilding
�I:} ti Il a A� iCt �
I
i
004 is
pp TRiCA LLQffAD s
-
I
PANEL S121NG (EACH SIDE) Lahr tch EL C ICAL iR Ul UL
$
1040 C
J. `"C7 Duple 'keoept G/R DESCRIPTION CONS SIZE CU BRK. A ��
Sq. Ft. 0 3 watts/.,q. Ft. K!�' 12 Hero lighting 14-2 w G 1
l .100 _
2 -20 AMP Appliance Bruits1 0 K 24o Recepr 3 4 ma lance N 0 I
I It
OVER -
unsT Cdr circuit
INSTALVED ON-SITE y � Kid' (�T The fat OS er W NI]
PRECISION. MODULAR
Range an e w N 40
P' t PER Nfi
Clothes Dryer K{ ' senok vetector _
Wafer Heater 5.50 K w/a tory t�ck�P 8 enera 1 m 1 p 3 w GND 6 309 E. 4TH STREET
iI I+ Meter 200 AM.? DishK'asher1.40— K ' 1 oth 12-2 w GND 20 OCILLA, GEORGIA 31774
Pa ch fight W/f
Service Panel Water Heater 10--2 w OND 30 2P
r TOTAL 32.72 Kier 13 ATE. 13 04
lnconlescent �sM75D
�k ?
copper GND
h SE cable ' Pp
General to 14-2 wCODES.
Gr DRAW BY:
okind wire 10.00 - w 0 I IONS DRA
{ I � � fr ' �, £- Cu 3/D-3 Stub 1 1/2" empty conduit First f0 KW 0 1009 /({qr Exhaust fon w/light
Remainder 0 409 (22.72)(4)= 9.09 /(4p' 1 hw _ w ND 20 LABELS: REVIS
„ for future fixtures. »
17 Freezer 0 7/27/04 10/20/04 C.A.Leblanc
ti ?» Type LB �� Assumed HVAC 2D 90 K► ' Pone/ box 1 1 era rn 14- w N 1
�s SCALE: 3 1s 1 —o
Conduits may be rigid metal a lance 1 -2 w GN PLAN NO. SHEET
„' , Conduit fitting Exhaust t� MODEL: WYNGATE #1 DUPLEX
I IIs or rigid nortmetolic per NEC. IOTA 3h 999 11
int tgh:
ELECTRICAL
PRE-5 i D F6•
( I It I SERVICE DIAGRibV4l Runge hood �/Exhouat 33 ROCKWOOD LANE 3 OF&
II 200 AMP SERVI
Calculated Load for sevice size JR., r1oNROE, CT of�be
+' 2 conduit. 9,�990 w 240 volts= 166.6 Amperes for, and light WILLIAM J. KALKER, P•E•
'' /
200 AMP service standard CONSULTING ENGINEER (203) 261-1167
1
9
iw
r
e
liq
I'
I e. }' d
i
i
I 1
i
i , 1
t
i y
{{
�.
I
` 5 d W i`
SITE INSTALLED ITEMS
NOTE THAT THIS LIST DOES NOT NECESSARILY LIMIT
I
THE ITEMS OF WORK AND MATERIALS THAT MAY BE
, I
OCT '' �" REQUIRED FOR A COMPLETE INSTALLATION. ALL SITE:
I
RELATED ITEMS ARE SUBJECT TO LOCAL BUILDING
OFFICIAL REVIEW AND APPROVAL.
Ei 1) THE COMPLETE
I+
FOUNDATION SUPPORT AND TIEDOWN
!
SYSTEM
2) RAMPS, STAIRS AND GENERAL ACCESS TO THE
BUILDING
3} PORTABLE FIRE EXTINGUISHER(S)
4) BUILDING DRAINS, CLEANOUTS AND HOOK-UP TO
RIDGE VENT
(TYP) PLUMBING SYSTEM
R/OGE VENT(TYP) 5) ELECTRICAL SERVICE HOOK-UP, INCLUDING THE
i j �I 1f1 i li �� I ulI ;kFEEDERS. TO THE BUILDING
12 6 THE MAIN ELECTRICAL PANEL AND SUB-FEEDERS
+ .III 73 CONNECTION OF ELECTRICAL CIRCUITS CROSSING
a 1 f 111 r
7 OVER MODULE MATE LINES (MULTI—UNITS ONLY)
I k
8) STRUCTURAL AND AESTHETIC INTERCONNECTIONS
t� BETWEEN MODULES (MULTI—UNITS ONLY)
fit
` ALSO
SEE LIST OF REQUIREMENTS IN
I J {
LOCAL INSPECTORS NOTES BELOW
t
{ I t1. NOTE THE BUILDING SPECIFIED ON THESE DRAWINGS
NYL SIDING TYP IS EXCLUDED FROM COVERAGE OF THE MANUFACTURED
t { )
HOUSING CONSTRUCTION AND SAFETY STANDARDS ACT,
42 U.S.C. 5401 ET SEQ, UNDER PROVISIONS OF 24 CFR
r l{ 3282.12, IN THAT THE BUILDING IS:
,1 {! 1) INTENDED ONLY FOR ERECTION OR INSTALLATION ON
it
A
-BUILT PERMANENT FOUNDATION;
REAR ELEVATION
2) NOT DESIGNED TO BE MOVED ONCE ERECTED OR
LEF"1' SIDE ELEVATION INSTALLED: AND
I I ({ a { I r 3) DESIGNED AND MANUFACTURED TO COMPLY WITH A
NATIONALLY RECOGNIZED MODEL BUILDING CODE OR AN
ASPHALT S�'W"STYP
(TYP) EQUIVALENT BUILDING CODE FOR SITE—BUILT HOUSING.
�'' •h
RIDGE DENT(TYP)
f RiDGE VENT(TYP)
I !
1 ,
APPROVED
{
CITY OF ATLANTIC BEACH
BUILDING OFFICE
JAN 3 0 2UUb
12" OVERHANG
,I
E
8
itr , (TYP) V —
,
1
Y
t
_ 1
i
w
S s
ii
J
f,.., .{( N t:•.i f. , .[..I: , .n...._ ...,-:. .. ::.. \
r: i I o- ,. u
fit
:` FRONT N VATIO
`
a; ' S ! I{ �"t` I �
) it
RIGHT S
hh ,.
, - IDE ELEVATION
114;`1 1
Tl
-
d r
if —
;{ ATTIC WN77LA RON ACHIEVED BY RIDGE VENT AND SOFf7T
BUILDING SY7F INSTALLATION WOUiREMENIS VENTS (SEE CROSS SECTION DRAWING FOR SPECS)
�' �I ATTENRON LOCAL INSPEC770JNS DEPAR1ib1ENT.
' 1it
use THIS UNIT MUST BE CONNECTED TO A PUBIC WATER Sum
AGENCY A3' O AND SEINER SYSTEM If TriESE ARE AVAILABE.
Cl SIN � ,
�I t
The followingitems have not
been completed by
n1s 000* "' 'rt lilt"the building manufacturer, have dot been'inspected
?1+eee� ��E1u11rJ!ng Act CO 1978
b Mmµ re 10 U"
t
a he third l. I d art in and
� s
Dy party inspection age�nc and are not
certiRed b the state modular y foxe+ln
y u ar lel and/or certifi-
cation. Code
compliance for thesee items
must be •
,a O�y -� ELEVATION NOTEST
determined th
yplcol
at local level. „d ifs
LYONB
E3 A A
1 JAM -----r--^
See cross
{ ! ) The completed foundation su s section for method of roof ventilation.
1.,
I :i.�.�, ' t tl ' k „i ! P/,�ort system and .�
ftf f , I 11111 ±i l dedown and/or anchorage s)wem.
�� Handicap ramp(s), Stair.{s), and Handrails are site
2) Romps, stairs and general access to the buildinvv
installed, designed b o
g.
J �/�v� � 9 y others, and subject to local
3) Building drains, c%snouts and shook-u s to lumb- miner ��.�.�--�''—��"
plumb-
in system, and finish plumbing STATE O F FLORIDAu1nr auildMgA Floc LtY�d -Q /urisdiction rev+ew and approval.
p L No.SMP-12AcPWO Date
a l y 4) E/ectrical service hook-u inc�kidin feeders and CODE: 2001 FBC WITH ' er -
f! ! I " ' i�e!I ?• 1 ,< the main Electrical Panel).( g 03 AMEND. (INCLUDING inutaw Foundation enclosure when provided)
�, ( p ) must have 1
JUNE 30, 2003 UPDATE), 2001 FPC WITH square foot net vent area Per 1 150th of the floor5) Connection of electrical circuity crossing over '03 AMEND., 2001 FMC WITH m P / 00
i A} FHA '�y
area and an 18 x24 minimum crow/ space ac
TH '03 AMEND. p Cess,
modular mating lines (multi-►vj�e units only). .AND 2002 NEC � -
y) t4vC site installed by others subject to tocol 'risdicfion
I 1 ¢tl! k 6) Structural and aesthetic interconnections between ju ,
II
E I I, Et ,.r
FLOOR LIVE LOAD: 4 review & 2
i { ,�, { modules multi-units only). 0 , o
PSF Cts pprovo% (mm 13.9 ft' net vent area req d)
7)
Installation of insulation of fl FLOOR DEAD LOAD: 8 PSF
fir, ceiling and end- ROOF LIVE LOAD: 20 PSI"
ON TRUSS TOP
walls at mating tines (multi-w;xrle units only),
8) Install R6.5 insulation on all piping Installed in ROOF DEAD LOAD: 6 PSF >CHORD
unconditioned spaces g ATTiC LIVE LOAD: 0 PSF
19) install
fres In at all modus `'
p 1e mote lines at the ATTIC DEAD LOAD: 10 PSF
E. marriage wollPceiling height anoy at the floors tem. MAX. WIND SPEED: 130 IVlPH EXPB I =
system, w 1.0 NOTE: ALL MATERIALS USED IN THE CONSTRUCTION
f0) Crawl space 1i ht and switch (�
,,,, 9 (3 SEC. GUST: ENCLOSED BLDG) OF THIS BUILDING WHICH ARE COVERED BY THE
1 , 11) HVAC system crossover ducts, ren * OCCUPANCY GROUP: FLORIDA B RECISION MODUL
12 Rid d HVAC systems SINGLE FAMILY DWELL. FOUNDATION NOTESUILDING COMMISSION CHAPTER 98-72 �
) e ven is must be in RU
9 sfa//ed iln accordance with OCCUPANCY R3 LES SHALL HAVE A CURRENT FLORIDA PRODUCT 309 E. 4T
the vent manufacturers instruc*ion CONSTRUCTION TYPE: W RAM APPROVAL H STREET
13) Storm Protection P s WOOD FRAME IN ACCORDANCE WITH THE R . UIREMENTS OF TH
Panels Re ulrg F TYPE ul UNPROTECTED OCILLA, GEORGIA
' " Openin s Per FBC Section 1 or Glared
� � <�?��� $� ���� �} '� ` �� 9 q60�f.4 BUILDING CATEGORY: II (PER ASCE 7-98 FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS, T 31774
' THIS STRUCTURE CANNOT BE LOCATED ON THE UPPER NAEP OF AN
14) Plan review and inspect* r BUILDING PLANS DO NOT CONN FOUNDATION PPORT `ISOLATED y1LL, RIDGE OR ESCARPMENT' DATE. 7 20
633 FS to be done on-site qb fired b Chapter MEAN ROOF HEIGHT NOT TO EXCEED 15' ABOVE GRADE
AND TIEDOWN SYSTEM DETAILS',AND SPECIRCAT10 CAR MENT' WHICH SATISFIES ALL OF 04
y THE DESIGNER OF THE BUILDItSfG PLANS SHOULD E THE FOLLOWING: CODES: FBC
o I i d IOCO/ firesofet (i) WILL, RIDGE OR ESCARPMENT IS HIGHER THAN
{ ( 'I r
inspector. y COMPONENT & CLADDING DESIGN LOADS: CONTACTED TO OBTAIN APpR RIATE FOUNDATIO 30 FEET
+ . ! ` , ins ec LABEL FL
IN IXPC LOCATIONS AND 60 FEET IN EXPB LOCATIONS REVISIONS: DRAW
`� 15 INTERIOR B WALL ZONE 4: 39.9 PSF WALL ZONE 5: 49.2 PSF PLANS. IF FOUNDATION P ARE DESIGNED N BY:
00 AVERAGE SLOPE OF HILL IXC
) RACING WALL (IN ATTIC) ROOF ZONE 1: 33.6 PSF ROOF ZONE 2: 71.0 P OTHERS THE DESIGN BUILDING PLAN EXCEEDS TEN PERCENT
SF ER OF S SHALL RCE SCALE: 10120104
9 ({ 16 ONE HOUR FIRE RATED WALL ROOF ZONE 3: 71,0 P NOT BE T F f ) THE HILL, RIOGE ORE P NTS C.A.LeblanC
) (IN ATTIC SF HELD RESPONSIBLE ORS LIABLE OR THE SCAR MENT HAS NO OBSTRUCTIONS
OHNG ZONE 2: 71.0 PSF OHNG ZONE 3: 115.3 PSF FOUNDATION DESIGN AN ONSEQUENTIAL P - TO WIND MOVEMENT BY TOPOGRAPHIC FEAT MODEL:`
PLAN N0.
D THE LE FEATURES FOR WYNGATE #1 DUPLEX SHEET
FORMANCE OF THE SUPERSTR TURE S STRUCTU DISTANCE FROM THE HIGH POINT OF THE HILL, RIDGE OR ELEVATt
1 Heat Pump Cooling System Requ+7r�► With a Not to be located in coasfa,t or COMPONENTS AND LATED THERETO. ESCARPMENT EQUAL TO 50 TIMES THE HEIGHT �NS PRE—U
SEER = 12.0 min and Pro ra flood plain areas SYSTEMS RL�fHILL, RIDGE OR ESCARPMENT OR ONE MILE wHIcyTME E 5 t DFL
fl l f f (min) 9 friable thermostat or in HIGH V£LOCIIY HURRICANE ZONES HI LESS
EVER
WILLi
TIM J. ,KALKER, JR., P.E. 33 ROCKWOOD LANE
OF 6
I I
CONSULTING ENGINEER (203) 261-Ii67
j 1 r i�d I MONROE, CT 06468
•
a
ENDWALL BRACING CONSTRUCTION
Overhang and wall sheathing
Required each endwoil not shown for clarity
I dll P
Install 2x4 SYP blocking at off sheathing
edges for 2 truss boys from Endwol/ trusses
Extend Roof Sht Be nd Trusses
! �r I w �; I INTERIOR BRACING WALL Roof Sheathing 9
FIRE RATED WALL
�� I+nl,1!�, - •t I,G�� ,I �, ,, I I - Fast. Roof Shtg To Cart 2x3,
II;II ,
2-1 xJ" screws of each 2x4 Oufs�de Truss Top Chord &
FLOOR CONSTRUCTION (TYf )
into each truss btm chord Blocking w/15 GAxt-1/2 staples
s
71 } typ except t gable 5� O.
atrussses
C.
Install Cont. 2x3 S?P and
(g ilr ff I,
15 G,Ax2-1/2 staples 5 O.C.
Fast. to Tius To Chord w
£ndwol/ Gable Wall Site—/nstolled w/2x4
Trusses SYP jF2 flat studs 16" O.C. for
Seit Bak stud lengths up to 90 and
Is, l X11
12" O.C. for longer lengths
1 as Shown
2x4 SPF/3 flat 4' from sidewall
SITE INSTALL_1/2" CARRIAGE
: P AND CONNECTIONS TO " y
I,fiP I, WASHERS AND NUTS FOUNDATION DESIGt?I Install and 4 O.C. max entire width Of
BOLT WITH TION SPE BY FOUNDATION DESIGNER— TYP .131 x3 building extend 2x4 into building
EACH END SPACED 32" O.C.
FOUNDATION
E P h nails 4 D.C. min. c
i� �11 fl I 111 fi Fast each end of stud to truss
finish Choro' w/3-16d COM Nails �t O
ceiling
" " Install Wall Sheathing And Ext.
SECTION B
Finish On Gable'Framing Per
NTS
S On Cross Secfion Dw ,
Fastening
x wired Ede gg
I 2x3 mf
be fastened fo Conf.
I I
h i-
.I� Truss bot tom " able truss b tm chord /R
chord
3—#8x3 screws of each 2x4 Not Show; Site Installed)
g
qq I into each g
j �I i111"I tl a
2-2x4 SIP ,�3 Top plate.
DOUBLE 2x8 SYP 2 EDGE JOIST
FASTEN INSIDE JOIST TO EACH TRANSVERSE JOIST W1 131 x3" NAILS. Fasten truss btm chord to top plate E--Endwoll
Y,I ;
III � - ! , r I fi,, � I I � FASTEN DOUBLE EDGE JOIST TOGETHER W/133 x3 N 4 O.C. w/8x4 screws 9 O.C. Toescrewed
' SIDEWALL AND MATELIN£ EACH HALF)
YID f!+ y i I Ua� a oDULEs
WAW `c'
E ]
e �iIIII 'I li I°
sl I FASMV ?OWnER W/PV a AND
1 „!s tl`:. , , l , � 1 - .13f'X3'NAILS 8`O.C. »
40 -0
a
40"-0"
,
1 I
+ s
-
tl w
sheathingen.licular to joist w next o
19 32 Plywood
pp 0.C. w edges
staggered ® 4—0 Sturdfloor, E.xp 1, 20 ) g
99
fastened w/100.�PVA glue and 19d nails 6 O.0 edges &
field.
,
I
I.I
I
I
P f
,I
� n M�kG°r�'.., p1 � s'+ i..4 ,,• i;,.4 f'" Vii: �� � jlv4�e�d �of G, `1'pi,. .:i, aa� ._�
it
I
1
,
p '
i I
1,
e
A III
t ;
.il..�
if —
E,
b , t
I I
INSTALL EON—SITE FASTENING PER
SPECS SECTION
DBL 2x8 SYP #2 JOISTS UNDER ENOWALLS (TYP)
W1.131'k3" NAiLS 610.C.
FASTEN TOGETHER
3 i
rp Id '< x8 SYP 2 FLOOR JOISTS ® 16" O.C.
II % I
(TYp. EACH MOD.)
if
,t.
I i
I 1 ,
,i
1
I ,
I
rc
1
f I
I
•��.7 I L awl� I .:�
4
Y
it;
d i
,
i I , y OV
013
t r1`Ovc
W GLUE AND Q x to =e9d � 79
FASTEN >OGE7HER �P MODULE nY �L Y A 8 W
UgTE L#K&E)71'f'EN AtQOt La V MD V the
!a AND D' ar
13,x3-NAILS o�DOL JUSTS � �
PRECISION MODULAR
� Y
AT MATEUNEs To HAvE spurs LIMITED To 4" ; 309 E. 4TH STREET
": A HAVE ALL BUTT JOINTS TO FALL DYER PIERS
,
AST ( EACH MoD) SEE Fout4DA77ON PLAN FoR PIER OCILLA GEORGIA 31774
FROIV l L TIONS. c�� �� DATE: 7 13 04
CODES: FBC
REVISIONS:
�1 lr ,
{ y - LABELS:FLDRAWN BY:
E !
101120104 C.A.Leblanc
,
4p a ,I r, t �:, �� ASS•
� NTS
, 5
SCALE:
�'�� PLAN N0. SHEET
1 DUPLEX
Y
FRAMING PLAN
1 D
r R MODEL: iAl)'NGATE
F FL A ,
I i s I TYPICAL L � ��� PRE-5 t AFL.
I
r ;
�t FRAMING
� > R
u FIRST
FLOOR
;. K ,ozg Asa ROCKwOOD LANE 4 OF 6
C; + WILLIAM J. KALKER, JR., P.E. iaoNROE, CT oeaes
I I
1203) 261-1167
s '
CONSULTING ENGINEER
,
I
EEE , , t fi
I �}�I , 4 i •,.I�+� �I;j � ,�1 til I I F f I I I� GY {
µ,a. r. 1, iY � II �i. .
"' Am
I I = � r, I I I 1 t + �r � .t �E � / Z
I L
1
1
ar I
ra a�
t
v
.,it r:;`L�2 .. ✓a.._.ii�� Isll �I`.�t'+ �r� * -: a a� � :t't`t' 4., "'" ^r.�:{r
A
i
I I
i
.« I
i p
-
'�
H.1THE FBC CODE REQUIRES THAT ALL BUILDINGS
1g ��
' - LOCATED IN AREAS WITH WIND SPEEDS EQUAL
TO OR GREATER THAN 120 MPH AND ALL BUILDINGS
C
LOCATED IN AREAS WITH WIND SPEEDS EQUAL TO
a I
OR GREATER THAN 110 MPH WHICH ARE WITHIN ONE
MILE OF THE COASTAL MEAN WATER UNE BE
c ,
PROVIDED WITH EITHER OF THE FOLLOWING:
° T
t (1) IMPACT RESISTANT GLAZING COMPLYING
WITH AN IMPACT GLAZING STANDARD.
I � ' �?�° ��� � ASTM E1996 AND/OR ASTM E1886
' lr � �' I �I ��� ' � ' � i11 � (11) STORM PROTECTION WOOD STRUCTURAL
+ v PANELS (I.E., MIN. 7/16" OSB OR PLY-
I 'I I� z�^
1 } t 1 OPENINGS WITH THE ATTACHMENT HARD-
WOOD) PRECUT TO FIT THE GLAZING
It
r EE WARE PROVIDED. THE PROTECTIVE
PANELS MUST BE INSTALLED IN AC-
CORDANCE WITH THE FASTENING
SCHEDULE P
I 4 I 1601.4
1 hl FOR WIND SPOEEDS NOT EXCLEEDINGG 6 30
1 �� : I i
�'I
MPH OR THE TO RESIST THE COMPONENT OMUST BE
r �
AND CLADDING LOADS SPECIFIED ON
TABLE i606.2B ADJUSTED FOR HEIGHT
AND EXPOSURE PER TABLE 1606.21)
r
jj
r I 1 R
� I � NOTE, THE STORM PROTECTIVE PANELS MAY BE
INSTALLER RATHER THAN THE BUILDING MANUFAC-
PROVIDED BY THE LOCAL CONTRACTOR OR
Slilff
( IN ADDITION, EXTERIOR WINDOWS AND DOORS MUST
BE SPECIFIED IN TLE
OF THE FBC
1 r K u,I �I f' `� t{l SO'-O" ADJUSTEDNFOR ED A13
TO
6AND EXPOSUREPERCTABLE
1606.21) OF THE FBC CODE.
IJ
' I r 33 -0 29 - 24'-0" 18 -1 t 13 -3 9'-$ 61-0.
ALL EXTERIOR WINDOWS AND GLASS DOORS MUST
40'-0" 33'-8" 6'-4" 40'-0" BE TESTED AND APPROVED BY AN APPROVED
INDEPENDENT LABORATORY AND BEAR A LABEL
INDICATING COMPLIANCE WITH AAMA/NWWDA
'r I I " '-5" 15'-8" '10-0 4'-0" VENT DRYER LIN
" VTR 101/is.2
1TO OUTSIDE 2X4 P.W.
I t . 2T-4 1 FI
I, 2" VTf� VENT DRYER 3660 i/2" VTR
fz 1 1 2" VTR 3660
IN 2X4 P* TO OUTSIDE / EGRESS 2X4 P.W. 3040
1 1
x IE .i ;, l 1Igl 3040 IN 2X4 P.W. EGRESS 3680
3680
lag - L MATE ung N"OtaW AAm C' Q
D1W Dryff
Or M
i
rE
I ,
D�
Y"
di
11/Y AV 1 1/2" AV in
1 1/2' AV
( # BEDROOM o '
a , a MOD C M
AV �O BEDROOM 3 � ►�
. ,C KfTCHEN
BE4i 0IUUJ
�
1 1/2"
I O
1
, j
M
I �o 2x6 SW JJ 1dWCE W/2 1X4 SPF i3 1 1/2" AV a"�/�
CIfASE sm 2 J SW boo END. affl eocA /Vi OD A !1980
.- 1880 ho Of mwwtv 6,01 apentnps unless noted �+
I ,
1 �
5 -6
I I
3280 32
DINING 1 1/2' AV
11 1/2' AY
<\308
0 "DATING f
WLC. T" 6 -a2480 6'-0." � �.. 3080 36 �
2480 4Bo YILC. 3DB
1 2480
li ' 1711 p 3®80 N 2480 2480
l ( (1 SII t ill
I`
S-2d-
3-2
15-3»
3 I - SiZE INSTALL ROOF SHTG AT MATE LiN£AS SHOW -
I FASTEN SHTG To EACH TOP PLATE W NAIL 3'O.C.
3080 48�j
It .1 !1 7/8'iACJ7DLAM(dude 20)BFiWI 3080 I-I/?'X 11-7/6-AOCAq(AM(Aoob E0)ZAV
AND TO EACH TRUSS TOP CHORD W�COM NAIL 6 O.C.
a,y 1-J X _ 3080 I r/2 x f1 2,s'Aanaarur(dude 2.1))eEw 2480 2
" >- _. M/,T 3PF(3 S1/HLS Atm?SiI�iPS 1%`1-PX4 SIP/?ST1/RS Ml9 3 51JbiP5 AT
'... _ */3-20.SPF/3 SAWS AND 2 SIMIRS ,_ ,> 3'-4 3. .,a F M rias +M t! s r�,,wv 2-tr4 VF/3 slue
w/2 2"SYP F2 SAM�3 srRVws AT
,p ., &D _ EMxI FND Ml ThkS AAQoixE('A'uavrar) 3 4 3'-4-' tWr FASTEN ROOF SHEAP.010 TO TRUSS TOYS
�z ��s AW 2 zr4 sFF/3 STUDS
p. T -
, AND 3 S4TRAPS AT ANRRK.Af WALL liaS 1NLF � I T/T X 11` ".'^l�9GYAM(CICfM��i 11 -
, 1 1/2'X aJ T/0*uca AM(Oods 20)ITEM w/'E-rxt 9+F p s7�s AND 2 sMews CHORD NtTH ED A caoMt N,vl e•o d
z a
W12-04 SPF 13 SIUOS AW 2 SM PS FiKaN BW AV TMS M10&W(r MWW) MATE UNf
� O EKY!EAD w DA5 YAWi£(8'AIODtrE) STO TRUSS STD TRUSS
LfVINC ROOM MASTER BEDROOM
MASTER BEDROOM LAWG ROOM
it
{ ! 3 3 ° ;, ROGF SHTG - +' n
BEDROOM 2 B ► It11 1 24
rI 2OEM 24
END WALL BRACING M V LJ e f 2'GYPSUM BOARD X4'SCREW 4'O.C.
AIL DW-4.
MOD D
1= , y/F p oe and wods. STU CEILING) (T17') IN INTERIOR�RA0MG
WALL AND R WALL N
If v iN ONE Holl
rs ri I
�� III Irk 3680 3660 3660 3660 3680 3660 3660
3660 3660 3660 3660 3660
L EGRESS EGRESS EGRESS
¢.
"
r
EGRESS EGRESS " » » f » EGRESS »
dal
29'-8" 26'-7 [22'-10" 1,12'-8 10 -0 4 -0 13 -1 3'-8"
ro ONE LAYER s/e" 7HICIC INTERIOR BRACING WALL TO BE
1 HOUR WALL CONSMUCAON
ONE LAYER 1/2- THICK GYPSUM
qi i1 " . » TYPE X GYPSUM BOARD ON EACH
3� "dry
ON INSrDE SURFACE AND 3/8"
33'-0 29'-! 20 -8
14'-0" RATED SHTG ON MATE LINE SIDE,•
r ala, .I MATE UNE BETWEEN MODULES 'B'AND D' 40'-fir /2 FAST RATED SHTG W/sD CON NAILS
g, OWER WALL TO 8ES8�T IN FACTORY W X4 TOP AND BOTTOM PLATES
2X SPF 810CJC1NG AT ALL SHTG EDGES
I ; 3'O.C. EDGES AND 8'O.0 HELD W/
�. AND UPPER WALL TO BE SITE MULLED
I [� n T lAlTER10R BRACING WAIL HV 1100 ' �'TI"1 V�- (ALL WALL LUMBER SPF 13 MIN) W/?X4 TCW AND BOTTOM PLATES
t A O V l ow mm Fw RATm ma ev c' +� v' p,�R�
SEE DETAIL BELOW FOIR SPECS AC1 1 ��g19 IN INTERIOR BRACMIG oKR STUDS SPACED T O.0
11vB LOWER WALL TO BE 8U1LT IN FAC1t7RY
WALLS TO EXTEND FWN FLOOR OOR To 1tgOt� 1tt� >+ ' t3u1l Ir re t0 the wacc AND a'ac. uv UPPER wAtl TO 8E 5►IE INSTALLED
Il al € SNEAINNC m e �' IN ONE HOUR WALL (ALL WALL CUAIBETt SPF/3 MIN)
TA18� nn CA}de
--
t ANE HOUR nff 211ED KL TO �INSIRUCIETT-_NAN
SIX
OF 2X4 SPF/3 MAV SnW 16" MIH 1 A&AAD(IN 0
q + NV SM&LYS - WALL TO /IFCiM FLWR'SUBFLOOR
f+ TO RAS Sh�AIT'HN6 AS%M STD FLOOR JOISTS W/SLIELFLOAR/NC
(SE£OWE HOUR WALL CtST DETAQ 1tOlY) of �'Ek TYP EACH MODULE INSTALL DBL 0STS BELOW EA WALL -
€ I AIO 1
' NV1t7�OR BRACING WALL i1) iID ! /s, FASTEN NAILS TOGETHER .C. - CLUE AND
EXTEND 5 TYPE X GYPSUM BOARD AND .13J X3"NAILS 8'0.C. -TYP EA MODULE
;' s /TYPICAL EACH DWELi1/NG uWR of 3/8"RATED 90 ON 7E LNE S �r N U W/ P1��„• //���' p 3/8"slirc To BOTTOM of Del Jas>s - TrP
i pI t
2X4 SPF/3 ASN SIDS 16'0.0 R1 FG�SIAATM
` A1iC'N � '"'-
g AV STUD BAYS - WALL TO FROM FLOO#,SUWWOR � ONE HOUR FIRE RATED WALL/INTERIOR BRACING WALL CONSTRUCAON
a f � AREA REQUIRED Rt�U1RED W/NL�DW & DOOR SCHEDULE �tt
` 3 l ID ROS SHEATf6MG AS 51NOWIV OW
LIGHT & VENT CHART
LIGHT VENT rNsrAt1 UPL#T STRAPS FROM 1Vl£R�OR B MC WL ;4,p
+ t
SQ. FT.
PR PROi/IDED
r ' 4 12.58 6.29 N90�/ hE/GHT TYPE SO FT SO FT AND IW Aff MTED WALL r0 aeot FLOOR X15 wow
x _` MASTER BEDROOM 157.2 24.40 7228 PER THEAAWiOYED a�+11 S VECM KVC
It; I 3
7.74 3.87 p 1025
BEDROOM #2 96.7 12.20 s.14 24 A 60" hungl e 7.69 3.93 c�
! 'k BEDROOM #3 119.2 12 20 6.14 31) 60 Single 9.95
116.03 802 hung 51)3 PRECISION MODULAR
' r LI WNG ROOM 200.4 24.40 12.28
Single N WALLS T
N A MIA 60 12.20 6.14 PENETRATION OF FIRE RESISTANT Al 309 E. 4TH STREE
KITCHEN • 144.9 hun
6.28 314 NOTE.• All *Odbws to be soft hung w/u1 fed 9!0019 ,.Co�IeUSTIBLE CAN AND WPM COMBUSTIBLE PIPES.TUBES Nm COMMIS SML
r 41i60 Single 13.71 6.87
All a ss windows rust conply wl FBC ' *T TEsrQt1 of ASTM E"° AS PART of Tiff FIRE TTANr OCILLA GEORGIA 31774
40" hung 9►r ' ASSEMBLY OR SHALL WOE STM fIRfSTOP SYSTEMS LISTED AND
s SectloYK'
r II ! " 1005,4 (U .4d Kfl►FO 97501> TWO AS PER ASTM Esu,aro BE TESTED AT A PosmvE PRESSURE ort�ERENTu L
Sin !e DMD HAvE,� RUMLEASTONEHOUR NOTLESS
° DATE: 7120104
. k " 40 g 6.28 314 to hove U=.60 Max
30 hun Block Wind THAN THE RATING OF 104E ASSEMBLY. CODES: FBC
t Dors to be innsuloted U-.48 2.CABLES AM W�� AND NONOOMBUST1BLE ProES, FL
Single All Exterior cd ( - LABELS: REVISIONS: DRAWN BY:
a ,qi- hung
THE ANNULAR SPACE FlLLED wmT A MATERW MEETitm THE REQUIREMENT OF ASTM , • » 10120104
r 30" 27" g 3.90 1.90 TuBES Atm CO WTS SHALL BE PROTEGIED AS DESCINED ASOK OR srw.L HAVE
rtitions 2x4 studs 24 0. SPF y 3 C.A.Leblanc
All Inferior A E1111 Te5fED LMIDER A MIIRAi PosrTurE t aFFERErmAL of.01 NCH SCALE: 3/16'
WATER PRESSURE-FOR A TIME iEPoOD EQUNALENr TO Tiff RATN� OPF THE ASSEM�Y.
therwise noted. SHEET
min.
unless N MODEL: WYNGATE 1 DUPLEX Pt_AN No.
! i ! n h fl ion Or ASSEMBLIES AND SHALL NOT EXCEED 16 SQUARE TIMES. BOXES ON OPPOSITE SIDES
OR PLAN
PRE-51DFL
g 3.ELEJCTIt11'JY BOXES Stihl BE METAL OR LISTED FaR USE IN Fm FCMANT
,�drenced o the floor p FLOOR
AlAil stro s
p GA steel with 8-15 GA x 1 staples of FnE REslsrNar wets swtu t1E SEPARATED BY A wNRMUM ►rowzoNTA1 DISTANCE
1-1/2 x of 24 INCHES. 33 ROCKWOOD LANE 2 OF 6
each end fKom ridge beam to stud and d
34 8O Door S oucrs vENEMT ME RESISTANT CMUW;S DOLL wwE M ACCESSIBLE LISTED FE WILLIAM J. KALKER, JR., P.E. MONROE, CT 06468
ART. LIGHT AND MECH. VENI7IILATION ROVIDED to edge joijpt(s) or from header to stud a d DAMPER LOCATED AT 1W CEILING urff
a Oist S (F 44 KSI
1, 1 r p 81) Door stud to ed j Y= ) CONSULTING ENGINEER (203) 261-1167
1 I i III
i I' IIS if1 Alt
B, *4
� 1 I,. I ,IIiI , ,: � I r , , , E .• � 1