HomeMy WebLinkAboutBIN A-3 PERMIT 5374
"
.'
't... ..~ "
..'.. .
..
, '...~
"
.....
L:iDUE VENT
--r- ~
-~.,------ 7--~- --,--~~ r - -; --
L-_ ,-------__~--------L..----/ - r-- ---r- --~
-- --L - -.r---' -r-.L.-.--r-------
-'--~-r-- ---r--L----, / --, -t: -~
-r - -or- r---/ r- --,-- RID6E VENT - -,,---r-- -r--I--==-
-L__:z-L ---r--L--- - -- -,,------ ~-
__ _~_ / / _-r- ,---- /. , _ r-- ~_ --/
-~---r--/ / -/"~-r- z:- 7- ~---r---z::---,,--_L---~
_;-_L--_ ,,--_L --'---~=-----r--- ,-- _~z=.~ / --/ -,,----L--- -::z -,-- r=-
., _~ -' 7 ~;=~~;L-~~_ ~T~~ = r_ / ~L ,.- C=~ U ~~r -" T -/~; _uT:] 1~:~;~~;~~~~7u-c__
~ ___ - / Le_ =Ln L / - 1_-C::-.r =---r--L _._-.CC~ -r--' -rc"-:L n L-c---::= ~__L_ -_Z__-.:!------.r .u_
nuc-Z:u-~/~=;/~ ~~-;~ ;:u~~~:~:[~:- .L -- T~/cC;~~5-r;:L r~ / :~_ / ~ L;/;;.~Sji;~~~0J~~1~~~:~?~-=
_:~~_"L~ ~ =-y---r- ~ . L L --~_ /. -::L=:~ __=~_ _~r._~__ ;:'8ER6LAMe~1i:-';6LE8. .'. -'--,-L-_ ------r-;-. -,----L-_ . ,----L~==r~_7~.-L-=/ 7--_
1"-
8]~f ~~~ffiJ~ m~~~~ __
g~ ~~r][~ DO [] r~c~ 0 ~~[]I[:~[] [] 0 C][] r~ ~
~D~ ~[][]D[~ODC~O r-1[]l~[]DD[]CH:~~
~
~
.
~ONT
E~=vArrON
AlA
NAILINCi ,lXi COMMO,"i8 . 4" OC EDUEe A.\tD iNTERIOR
I -
1'......
- ~-
-- ,.---
- -
--
--
-- -~
NAILI1'O 6d COMM0l'-t8 . (,11 O.C. EC6E8 , 12" O.c. iNTERiOR
-- -,
NAILi~ 8d COI"1Ma'-t5 . 4" O.c. EDGEe AND iNTERICR-~ ~ -
-- -
F i, 1< ,[ ..........
~
NAILiNG 6d COMMOl'-t5 . (,'. O.C. EDGE8 . 12" O.G. iNTER!CR
AI
-
--
-
- --
- ~"
- r--
/""'-
/" "'-
X ^.
"'- //
4'
1(--- -;I
r--- :.---.
... /
,"'- /
"'-"'- / /"
"'-"'- '\ // ?-1/
"'-.1\ " - V
/"'- , ~ ,- // v"'-
/" " "'-
/ T-
/ "'-
OVERHA~G
---,
~I
_._-~
TYFICAL NAILING FATTERN
---r-
~---r-
__~L-=-=S=:-~~~=-~~_ L-=- ___
----r~----/-L "1.
_L__7~=~~C ~_j:Z:-;:'n r...c:L-=Z~=~~~ --
/ R'DGE vENT
12
-~-
~_7
_L...___ -
n_=L ~_-~:-_~-=~ __=-='"L______
.I
}!~~ r
I
I
I
1
I
vi
~
,....-
E
~t J
BRiCK
a~I~~t,~
-xL .r---I. r...r2::_I: c--'----.
_ _~~';:r~L ::.I~ ~;::I~_-2I:::-,-
~
12
(, r-----
~~y=_~~)~~7 __
--~~.::.~==---
~- --~~~~L ___
---=-- /' ---
---~~- - ~=--
---_= 7" _____=
~-~J~I~l-1i
F8ER6_A55 ~~~~LE5
~ 7___
_Z::-__~-L-
__=-~~ r--~2- . - ~ ~-;:-~ -~/ z=--T_--~L_=---~_-==Z=~_=__
NOTE: sr APLES wlr~~ PULL-
OUT VALUE EQUAL TO
SPECIFIED NAILS MAY BE
SUBSTITUTED ON A ONE
PER ONE BASIS
;::BERGLA5e ~HIl'-t6LEe
rfj
~~~6._~O:_:_ _. ___ ___ __).
~'.JJiI"'UDR ~-oT.
_ __ _ _ _ ___ __ __n__).
I
I
FE:
f
~
I
'~ (()
~
I
I I
~F~~"EVCm_J J
& 10 =
E1..EvATION
Ei'JGiNEERING CERTIFICAT!ON or-
STRUCTURAL COMPONENTS ONL Y
-~Q:.~!:._- ---------,
("~ WiN/DR ~ur,
- V----- ------,
I hereby cort!'y that I na'll) p,arfonnc<l
the nitlcf:GO dl}~ilJn and it is ill
compUanoJ With Saction1205 of tho
Stano.lrd Build:rnJ COC.e.
-
---
-----...
----
.1_ 2'-~ ;I
I
I
I
CD
~
~
Ern
"
I
I
'-~" I
-;I
rn
rn
E
_ ~ :..~.!:~v:..__
BRiC.K
I
? 1
2!} 6H J
/. 1
113 eH
:r=~L
~r-6
-~
~~
---
--
~l1J L.. =J= i __&_LO e
E1-EvArION
~
Q
I
~ (()
~
I
---A j
~
;:;: CI)
~ ~
~ ~
q ;<~
I q '-.:l>
.f"\ ~ ~ ~ ~
'VI -< ~ r E-..;
~ ~~~~
~ ~~~~
_1 ~ q 0:: q
lL ~~'(~
~!:-;I~
HI q~~~
ill ~~~~
:.l ~~~~
o ~~....
-r o::q~
- 0:: ~~
I ~ U
e..; :::c
~ c
e: <::) ~
~ 0:: ~
u CI)
~
~
~
q
~
~
q
~
1/
W
f-
~
o
U)
z
o
U)
>
W
0:::
lJ) lJ)
(J) (J)
"- "-
o 0
N N
"- "-
en (J)
'Y. I-
0...
~ w
.. >-
>- en
m 0
~ w
~
U
~ w
n::: I
0 U
b..
::.1
~
~
~
t::
tp
. .....
tJl
~
fJA
~
t:
t)
-.+=.
tftt
~
~
1::
t..t
~
~
o
N
N
~
0.
~
.
0
Z
0)
(t
0
t-
O
<t ill
cj) (t 2
z t-
~ Z ()
-1
Q... 0 -
~ 0 l-
X <I
111 HI >
-1 0
Q... III
:J D-
O -I
~ III
~
,-
m
I
X
ILl
-1
D-
=.l
C\
PROJECT NO.
~E;02
DWG NO.
A1A
'\
(cCO
~<o
~~
~~
I I
Q,)(c
co~
l.t)l'-.
j I
~~
~~
CC
~~
,-,-
-if
j~
r",\
/~
I
f1
I I
f
I
..<2'- ,9
1:;'-4"
,,9-,r:}
------~-~- -- ~---- - -------------- - ---or
L.PL ;FT l~S0------,\
(2) TA-!4 ~ ~~" 1
I l.t / : : \ J I '\ I
- - - - - - - - - - - - - - - - - - - - -=- -=- ..::: -=- - -=- .::::- -= -= f- -= -=: -= - -= -= -=::.: - - - - - - __: = =: - =- = =- = ~ ~ - = = ~ = - _ = = - ~ - - - - - . - - f=: = -=- ::. - -=- - --= .=- - -=- -=- -=- -=- - ---=1-=- -=- -=_ - - -_. - - -- - - -. - -- - - .- f- - - -
'I -' II III II _ I II
'm=r. I I II I I I I III I I I 11 I I T;'"A,
11111 It I II I I I I I I I I II1I1 I I I I I I I I I II I II -+!~ ~ III
II! II II III II 11111
~jjT - II III II - Tij-
I I I : i I: : : : ; I'
I-l-t- - I II I I I I III I I I II I - -+.1
i i ~ - -JI I ! ~+4~~~-e;~::~~~I--~rl-- -1::~'~~Lj- --~~=~,=;i i f~~:~:I'~:=I=:~:0;:ll~E~R)6I-A:~~--:f~~~-cc~---~-=-=y~! IVI L-- - ~ i:
I I I -I i\... I, I I I I Ii / \ II I 1 I I: III I 1 II / \ 1 II I I , I II I I :!
I L - II : ,,' II III I / l III I I I I 11111 I I I I III (' I II I I II I II - --f I I
l :: II II I I: : I I I I I , I I I : : : I I I I I I I I I I :: I I II :: : I :
II~ - ~ ......tJ-l !II LL '- C - -+::~I
,r- / III "rlll
,I I / I III I \ I I,
I -l- t- - I F I I I I I j I I I \ - -; I I
I I I II I b - ::: 4- I I I I I I I I I I I I I I I I , , I I I I _ E: =:::= :31 II I I I
I 1----- 1---~=-...Jl III r - --- ----r1 -----~ I
: J L: - - r -=1 - ~ - - - - - l: I I I : r - - -- - -- - - I ~ V- j= -- -1 - - ~ I:
,I '.(f~~. I , /; --== --=-=-'1 I III , Irr -::.-..: --=--=-= ~ I I'f~: I I,
I I~ 0 ;'1 \ /; I - 11 ,I I I I I III I I I I I I I ~ / I~Lorj\\1 I I
I I L~~~ I _ "'" _ ~I , : I I I I I I I I I I I I I 'I I I I I I I' I I I :: I I ~ __ '" '" _ ,~-2~ .1.
I I I < I II III 'I > I I 11
III I ~~ I! II III I,ll ~ I iil
I I I I II I' III II II , I I I
'I r I - III II I III I II I" - I "1 II
I I I' ( II II I I I II I I I II " ) I I I I
: I I ~.~, =i I II II I I I I I I I I '1111 I I I I I I I I I II II I C I.?!=""-' II
g-o~- k II II '" III V I, II t - l~~-
I; IX~.1 ; I = = - -=- ~ I' I I I I I ~ -==- -= -= -= -= I I ~V.J'; I I
: I \::--l..;L _ ~ I c~ _-=,-,l_ J; I I I I ollbb.. I I I ~L--,l_;-~:: ",lL ~ ~ ~ ~;: L -~ I:
: I 1\ / I I II \5 I I I I I I I I I I I II I ; I I I I I I I I I I I I I ~ II I , \ / I I:
I I \ / II -l d II 15= -:;:: I-'~] '-.= =1= f11 ~f-=r---=-11 rr---= =~'-f-~: =1, II ~ II r II \ / I II
: lilrrl- \/ ~ I - 1 I I ~'" ~ ~ I I , I I I I I I I I Of - - ! I \/ -f..Tf11
1'1" I ri II '\ II, II f~11 , III I I , I I I 11 J II ri lilli,
II' II I / \ I I , I I I I I lil _~ _ ~ I , I I I I I I , I I I I I f I I / \ 1 II III
IL L/ \ 11- -~I I II l I I I r~pt --, I I I I I 11111 1 II , I I r -t~ I I I I ~ I It II _II / \~DI
i I 1/ \ II IF = ~f I f II I1II , III I I '1(1 II II r = J 11/ \I I I
I ~----:LL---~---- j;.-.: _.-J L --1 I h f<11 -r:-11 I Ift--,-- II I r-- L-r-~-- ___.L.L____~ I
! I tc=~,.-E=--T-. ~II --- II II I II ~ ()(.J IIII1 0(; ~ ,{lll I r- ---- r-~~ ---T-t~-T(~f=-~ IL-
I II 0 .jt'""1!=:Q- I :\ I I I I I I j\ I L - ..J I ~ "I , II I II I ~ I L t.J I I' I I I I I 1;(1 \l I C-) I 0 1/ T I
I l1-rrr I 1/ L ~ I s- - - r? I I II .' , ( .....1'- II I II ( ~I ( .) Ii';: - - ,.,1 ;I I I I I l::;f -- - R I ~~- (/ J II ~rrll
\ 1111 I II -IF.:- -=uti rt J I "" I I I 1 I: : I I -- r Ut 11\1- -,--, I I b" I }t !I I I 1// , I ufl rhL -:.., tf - II I IIld
11'" ~ ii:]/ ":: 1011 ~f" I ~ ~ I ~j I I )~ , I !IO/1tJ1 f ~ ~ /ilf ~ I :: / t'j- - :: I n III
Ii ~ " ~ II" '-- - ---- - - - - -~ I Y I IN! ~ -J: ~- - - - -- - - -- - - - J( I' ~ n ...... W II
:' ~ ); .-=-___~~-_=J, ~r I I ~~I::: ;-- ~~-- --- LJ ~ /I : I ~ N L -u-- --- -~~_-; I:: ~~ I I ~I Ur -~-=:~______l,:=Jl.ri
:: ~-------- r~~~I[~ I~ V l~ ::': liil' l' I" ~~~"\tl V1: ~I: :~I : ~I~ I ~I///-~ tl I I,~ ~~I : I:: ~l~ ~~ ;~I ~-~lr-u-----~ ::
.j.. ~::- -- - -- =-=-=- - - - = =j I I / ' I II I 'I I n r In II I i I I J II i~ I L - I I I' !Ut \ I I F --.: - - - -=- -= - - - - - ~ I I
1 I I I ,( I I II I I i _ -.::r=-- _ - F _ L -=-. _ L I \ I ,I ~ I I L I I
: I ~ ~ ~ // /J ~ ~ V L.J.J I .-/ I ~I I I I ~ ~ II I IH- ~ ~ ~~~ 1 -, : I I, I I r r It~: r- T I II ~ I I ,: I '- --..J_ L ~ ~ // /J ~ ~ // ~ =-~ 1:
I I L ~, - ~ I I I I I ~ i 'I I I II I r - 1 I I I lul I II I I III If. I I Hi II I I I I lul I WI U I: I I II ~ ~ I ~ : I II~' - * ..J .1.;--
II' 1 I~ II I~II : rl-6iARmITAI:"~~ L~II 5! l~ '4--t: -BEAFiN:jI..lJ,L- ~I I' f.7 r I III
!: ~ - II ;: /'- -~ I LJ~IJ ~-= T;~-r=-~rJ ~ -"/ JT~_I_ _~lU=ll r _L=~___~~~, ~ ~ 'l=-=--=-~~;- l~ ~I-~~~: ~ ", :: r- - ~ :!
'I I ~ARI~ WA' - H- A I II I' 1\ I: 1 I II ' II' II /' "f, I / "II III II 1\ If f 1 II I ~ L_~L- E I~ WAL.L ! 1 1
-
I rrj( / II r - - -- - - - -, I ~" // -- _JJ _ _ I I lL -- ~ V ~ I r - - - - - - - - 1 II lfll
/1111 1 'I I I: I W rf9 -, I I I : I I II I 11111
II i _ - II I I I I II II~ C I I I I I I I II ~ - - ,III
11"," /1 I 'II I ':' I I I I I I I~_~JJ.J;..'I I I I I I 1 I 11:1 J! II, I I III::
t I I I I "111' I I 'I ~
~ 't _ _ II I _ " I / III ~ I : I I I' _ I_
I I I, I ~ " , III I I' I I' I ,
" I I I I, ! r~ -I L.PL:FT!'M": I' III I I' I I L.PL,F l,~ _L I I:
i I I / ~ ~ ' I I, I 'II - ---- lPL,FT: e~ I I' I II ~ ~ '" I 'I
I I I ....(. /' II I I I I I I I ( ) r A. ! I I I : 'I .{ ~ \.. I 'I
I I I 'v..~~ I I I I I I I I I I ,," I I I
t- I /lr. ~-~-'--~r--~i:~'1 ~ Vi I / 'fl~" I :~ 7 1'7- ~=~I:~~-==;==~-~~~
:'fv_____:i7-'-------~Cc~---f": I ~)<~ iT - - ,/ - - iii - -~i,L;~D:- ""A - - Ii! Xe v-~-- - n___~
L-,,-"- J,1~""" 1'.4"~__J'-"" I : T r - - - ~ -- - - - -~- - --- ---- - - ~ - - -- -- ~-i i!: ~----- = _au_ --- n~_ ~~ = - - --, T I : ,_._" ~-"~A'--------112"..-~':~------)' 2'.~" II II 2'."""
1: 12'.8" I 6'.~' -r I ./ -- -=_ - - =-=-"'\: - ----l--::t:- ... IV "" IV
~-----------~---------uI-- =if : ! 1 II r 'ti' HII r 11 _ ! i U ----+-------------------F--A'
I--rll - 'II' 11,'-
I: I I I I I I I I I I 1 I I , I I I I I 1 II
I I I I , I I I I I I
I: I y I I I I I I ",; r I'
I I I , I , I I I I I'
I, I 1________ __ ___ ___ ______ _I I I I _ _______ ___ ___ ___ _________ I I'
- - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - -- - - - -
I 21.~"
JI-=---=-- ~
~
<(
o
21.~"
-,
L.PL 1FT 1~5~
(2) TA.!4
t
__~r
...... ---n
Ir- --...."
-~
Q
t
({)
z
o
({)
>
w
~
~
~
\l} \l}
~ ~
o 0
"" ""
" "
m m
I
I
I
,
I
I
I
I
I
I
,
I
I
I
I
I
I
[TI" J, :1
~~
I
~--~~JJ I
I
[TI ~~ J.
[TI
rn
J,
~~
~ ~
-, w
l
~
\
.. >-
>- CO
CO 0
? ~
~ 0
<( w
lr I
o 0
rn
z
()
J,
~~
<cCO
~<c
~~
~~
I I
CO~
COO)
tn~
I I
~~
~~
00
0)0)
,-,-
~
~
t.1
~
~
I-
<I
>
UI
-I
III
"
~
I
,t
1fI
~ ~ CI)
or ~ ~
..... . ~.~~
t'Jl ~ ~~~~
6.+ z ~C;3~~
tIr\ -<t: ~ !".In. ~
,,.., [~~~~~
Q::~I~
III ~~CI)c.:s
~+ ~~ ~~~~
t: -J A~~~
~ ~[~~~~
'-f -. ~ ~~
~ S ~
~ e: 8 ....
~, (j ~ ~
C.,) CI)
~
~
~
~
~
fi
~
ill
_1
~
J,
~
~
~
lH
u:
?,
~~
, , , I , I J W H H HltJiJiWUi
W
<I
III
W
[TI
[TIIJ
I
~=- -0 JJj
I
I
[TI ~~ i
1]\1 A i:
W ~~
[TI" -J, 1':1
~~
If\l A I:
UJ ~~
I
J,
~~
~
~
~
~
Q
~ i
~
~
~
~
q
~
o
C\l
C\l
.
IN~
,
.
l)
Z
0)
~
o
I-
o
~ ~
<t Z
([ 0
@ ~ ~
[ 0
:J 0-
n
'-t
2
<I
-I
fl
It
{)
{)
~
-
N
~
'lJ"
G.1
I
~
d)
2
{)
I-
~
111
-I
III
{-
-
-
.-
EN( NEEF\iNG CERTIFICATION OF
STRl CTUHAL COMPONENTS ONLY
({)
..g
I
X
III
-1
(1.
=.)
o
I b?n1hy c(vtit./ that I ha'/i) performoo
. j 't . .
the tlit:lcrHl-1j dlJSlgn anI' I IS!fl
oom~~lal1oo with Section 1205 C)t tho
Standard Bulk1!ng Code.
[iRU55 MANLiFACTURE- ~
~ROVIDE 51GNED AN
_5EALED TRU55 DRAgN:~
~
~
2'.0" I
r-If
u-If
38'.~"
11----:--
PROJECT NO.
~S02
~j A)e j ~ 0 0 F=
r-.=:-:::===.-===-==-_-=---===----==-=- ~=__====_~...:::::.==-=------=-_~~ :=:I
ALL OTHER MAeONRY UPLIFT5 LE56 THAN 1000-1
ALL OTHER FRAME UPL IFT6 LE55 T~AN 4~5"
I ATTACH ALL FRAMING ABOVE MAIN TRUeeE6 .J
TO TRUeeE6 wi RT 18'5.
~---===--=- --=--==--_ __------'---=--==::.=_==--c:==-----=---==--~_==_=__
F'~AN
~
DWG NO.
A1e
~.: "'-
,,~:..;. 'I j
-'t.ir~. ..t",l'-F:rl<".:.r"-"liIi;l"'.l.' r' ~
Ir '.~'it.,',i,')i.,.
t1'~~~l ~~~;,']. '< , .;
;;:!~j, --',' . ,
;~~tJ' .
~:~J~f
;~:f;:';'~" ,.'
,~~~~~:! ~,,~,;' ~
y,:^: r ., .~
;1~':~. J~' ~
'.?~!'{'"
;:!:'.o(/"
'r-.: ,-.
t!.~,
~. .. .t..
_,/i,', ;
.. ~".""". ~,~.
ti{~jt;'~~t:f' <
(t.li~ .
"i":i "
{:~r.~' '~':' ~I, .
'J'~'.,,' .
~,,;tj,l.\:_(" ,
~:,~:<:_': 1 ' ," ~
t" . ,
~~~;~;', . ;: .
~~~;i~~ :,
'Y'~'~" '. _.' : ':
{.,\~- ".,.,~. ,,;...,
!\.1'1 .' . -,
~f. ~~.,.. '. '
'~ :ff.",,~.^:...:.
~~~,. . "
:,'-~~:"'.
""'1 .'
i-,~~~~,~~' ":
if..'..~."'s" ~,
,!.' ;?~;
.~":~-- ;->./,
\-.\'~""/'- .
~ft~:
't.-l<;.
''i.i.'.~ ,'-r,~~_" .... ~ t,' '_
ji"';"-;'<"
<tN'
!.- -;;;t~.' ".
!: iJi..~t
~..#'J:.'" t ~.
~rYJ;':" .'
{.' ,,,.\.
tlt~:.:. ..' :} ':
;"'t"'J{
'It:;
-"-7. ". '.
~~'
;1r-~',;~>
~'j\;-:::!
~,"' ""
}~~'.',
iI"t
~!::ti ~ '~
~~.~.~.-~
.;.,.
. Ii. '" .
i1{tJ<
~ 1 '.1,
rr;::
-.~, ,-
~;t
}r"{: ~,;:'~
,i{i.~;'>.~; ,
~~~(:.
~~)~>.-. ~
i;#~: \:'" ~
i"]"
~~;:';'
X,:~{'i
","', ",,:.
~.t"t:~'.
"1 .~
~~:t:.;.'
~'.'\: .
.,~
"
.
'"
-"".
;',:
,.
~ '
.
~J
4 ''2u
> ~ ,-\,'-".
t ( .
",~ ::
! 1. -.,
~
't
_, _------C_, .----=-=-_ ~,
.
,'-!
~
,
~
, ,.'
, ,
~:~r
, \:
( ~
II, -.,
So,'
..
,r.
'.,', ~ .
.. i"."
,Il<, '~'" ;. /
,
.
12'-&"
~- -
<II
-
'Msetisr eSOr'oom
\1'. ,,'IXa'.2 M
8'-0" c(~
.
~ l:" j:
9 ' !
~J I"
" ~,'~
"
"
S
..
~
~
i
~-~-
N.
~-
a
~
t-
~
ia
,
,~
..
)"
N
"
S
N
,
N.
,....
J,
~
'~
"""
..
~
I
G1
"
N
I
~
_J
~
1 (l
~ ~
~
,
'"
;c
~
,
~
,-
-
'ti'
, :,f-
lQ
:t
~
iO
N
.
=
9
.
i:
1\'.4R
(@
- -1 " . . -..(
, ,.@,
~\~
.
I
j
I
I
I
I;
1/
V
V
1/
V
1..-1/ / /it
I
.
L__
-E)
\.,
~
,. .
-,
'~
@
=
~,&
I-- f- - -,'~ :::n
I
~'."u L
III)
uJ 11... r I."
c1."". ,n t
Clo~m I ~
I
I
...;..~
,-
~.&
r -~I'... _-
I y." ~
Ii.; T 41[ .,;
L__.J
6'.&U
d\
~
:J1
~_'&U
- ,-
~I.--
~[I WAl
· · '(!IF. =- I
O ~ I 1-1(,$'1
!:),~-".:. ...,.. ~~ k@1
,~.. 2-
'iO 6
. 8' 2~
'&'.,," r~ ' ~ @
"=-7
--~---~~~--~--~
:,~ &fP.V~/ ~'.4' I
/~". \ >?
"
Bear'oof n **2
&'.2"xl~'.2
a'.Il!)" CLG
~
I
~
t:,,-
1
b?:;8H X
_..- -.....
. L/"-
. : ,
;-, ",l I',~ ~!
, .,,' ,'~
31'.&"
,'..,
. ,
,
."-:;.
'1' .'
"'6'.1"
." ..,
.-~ -- ~.'.. ... . -- - -=~~1'.:,,=:~ ~--~~ ~-= -~~~~- ::: -=-~-=:::_== =- --- 4~' L:~' AS PER U~~~: of
--- .----- -- ----- -~----~---------~------- ----- -- ----, : GARAGE: 445 of
12'.&" COVERED FORCH: 221 of
-, COVERED ENTRY: 52 of
TOT AL: 2,285 of
1:;'.4"
-- .-- -- t"j" ",>~,,,~-,';c"r
~~&9C1~ _:~ )~ 2~ eH P ~: f
~h_ :(v= o(J .~ _ i. v
_'__H -. - - -- - --- - -1---
- . _"',4:,... e-H- --I!'~["~l
2:; 8H X Io;J1 - f'
- - - -- - - --
.. _1':4"...__ '."r=:- [11.~1--__ - -- - - _I~':~'~-- ___n__ --- ---,
t2~i\1
t:; e~ X 2:; 8l-4 ~ ~ 2:; eH 1" 25 8l-4 )( 2:; eH ) ( 2:; 8H -.,
__ d__ __ _ _ __ _ _ ~.___ __ ,__ _ __ ___ _______ ___ ____ __ _ _ __
. ~ ~. ~ :(
..
-"I' I
~@ "'~~.@ "'--(;}) 2X4 I
~D 3~:y ~f BOHa1 AD26 T
TOP (2) ~T.24
i-- I
(2) I 3/4"x 11 1/8"
F~ DR.'! M!C~LAH
12'.&"
r=loridS f:Coom
2:;'.2"x &',,,"
vAULT CLG.
Q
I
(Q
2!;)'.2"
12'.3"
..' 0) 2X4J '. @
eoiTOM AD26 3Ff
OP (2) ~T~24
,~~ -~~
U~*
I
I
I
~oysr N ~ i~
1'.0"x~'.4' .. ~
~ 2 1Y
iA n-t CLCi. ; '-_
_ I
1'.4[~ . I
/@
r . 'eA~[N(Z
t
1
.-
1'.2"
i
.-
;''-- tj / / / .
;c~ r ~-- 1
:( · l--------=-"
L
UT/1-!IT'Y
b".10"x 6',6"
Q 1\ a'.Ds. ~
I' '.~~
T~ .'.," r
_ .rg[JJ c .J. _. "'_'!
- r
· ~6TO~ · -
~~aHT ../V @
HAeoNRY 4'.0"
F~e
C~ECTrON
~ =",tr~
(Q ~'.&"x 6'.0"
r---~
( 33 8H )
112 CT TRANeoM
814eAR ~:;" 4'.6" IJ'.:;" ehEAR
PANEL I. -- -,IC---"- PANEl-
12'.&"
1&'.&"
4~-==
)L----
6'.""
~
,
in
r~
~ t
J
-'~~~----'~~
~ -~ ~- -~ - ~..,......-
i
I
I
" ' , . ..,; i.
j," !. J ;".J:." t 5 ,'l.:~ ,~-",-,,:.
2'-4" J 4'.6" 3'_0" &'.4"
., '- -{---'-------1-- --- --_.- -- -.--
~ - - - - - - - - -'\ -=---==-==--=-- .
I I I I
I I I
I I I
I I I
: I : ~~
: ~~~1~~~ ~
I I I I ~
I Kitchen: : l<:. tchsr\ -r- u
~@4 ~';~~~~t:" I I ~';~~~t~~~" ~:JJ..IT'Y
I I !}" ,,,"x 6'.6"
: I : ~ ~ f .Il!)" CLG.
r-=Y- -F-l ~ I ~~
3'.4" --'~ I I ~. I ~.!0" 3'.4" t' ~r 6'-3"
N :: ~ - ~r~--
~ :;'.1J I I I I I ~
={:l_ _ J
Gr'sa t FCc om
~".2"x 1~'.0.
CArI..t CL~
r---,
I I
I eKY I
'I-IGHT I
lFLA~d>
I I
L__J
~
,
~
r---,
I I
IOKy I
'I-IGHT I
lFL ARe d>
I I
L__J
2:;'-4"
&'.4"
" 3'.0" J
., .,
.
-,
~
8
NOOK
1'_!~"X 1'.&"
CA TI-1. CLCt.
~
,
t-
2'. !,,"
PANTRY
N
~- ~ ~
,,~@
&'.""
"
,.-
.
1 ~.~~~~
(Q QI
I ~ 8'.4" CLG.
~
,
~
N
N
f--
r -- - - -- - .- -- - ~ -
I
I
I
, :
~r.~------- --~---..--- --
/ I
/ I
/ I
/ I
/
..
1&'.""
~h
.IT .h
I
r
F=lc rrda ~oom
" 2:;'.~"X &,."u
~ vAULT CL~
G)
2:;'.2"
- - - -- f- ,-- - - --
t2'.l\"
12'-11"
'--~~-~-~----- --- - ~ - - - - ~~--- -- -
--1--hoO
@ ~~,,@
(3) 2X4~
BOTTOM AD26
TOP (2) RT -24
FR D~'&
Gr 9at
f:Coom
2:;'.2"x l~'-~"
CA n.t CLG.
.
r---,
I I
I6!<Y 1
I L;OOT I ~
fLA~d> ~
I I
L__J
Ir---'
II I
I6!<Y I
III-~T I
~LAAEd>
I I
IL__J
L-- _.___ _.__~ _ _
2!}'.4"
I
I~$
-FIF<:E WALl-
I
- .--- -- ----
4'.6"
J 2'.4"
.,
-1
NOOK
1'-~""x 1'.&"
CA T~. CL~
!)
,
r
~_~2"!: 1 __'
- ~~
!) ,f) ~
;. Jc ~~
I
I
I
d)1 ~
." tJ
Il: UJ~
2'1~"
1 "--
I
I
I
PANTRY
.;r-
\@Ir:-~
~I'=~
I~-I [[
;f I ! S I -'l.-
ll,) ~ I
If: JC I
L~.! _ ..J
I~)~
~ 0 1\ r!~ - -,
I I~S l..f
~. Ii l~LJ
I
~
.
~
I
'" (Q
N I
~
N
~
~'a
-- _..t--
N
@ "'\,,vr-
&'.,,"
rg[JJ
-- - ~
~ '.
,--
@
4'.0-
~-- ,
-,
~.~,~~~
8'.4" CLCl.
.
r - - - - - .- - - - -- - -- - -- - - - - - - -- - - - - - -,
- - - - - - - - - - - - - - - -,
I I
I I
I I
: I :
.. r"' ~T-n- " -
I I
I I
I I
I I I
_~ - I f-~
. . .
6'x l' Ol-4.ciO.
r
~i
,
-
!6'.&"
'&'.&"
31'.&"
I
I
I
:~
- r-
III
IV
IV
,V
V
.l4
:8'. "'''
'6 'x l' O~.ciO.
;~'f
If1\.
I'
'6'.&"
1&'.8"
~"4"
:..~f
3&' ""
- - -<, -- - --
i:;'.4"
- .- .--. . ~
16'.1"
~2lr:L.OO
.'
~
F=>1-AN
F _:<.
.
31'.&"
&'.""
t el-;EAR PA'<EI-
- ------- - ---.r ----
....~ / / / / / / / / f.
i'
Ma& sr 6sdroom
12'.)"
11'.""xll'-2"
8'-If)" CLCl.
"'--(;}) 2X4
eoTTOM AD2E
TOP (2) RT.;
~
I
C
(V 1 3/4"x 11 1/&"
M1CRO\..AM
f
J@\
1 ,
11'.4"
~ti~1
R'& ~
-. ~~,.~- C~.A'--" r _ 61~,4"
d) I I;' "OKY I
.. I W<3IIc...:~ 4w I-rUHT I
(l I Cloas~ L _ _ .J
I
I
l!::
T
IS
R,a
-@
I(]"
1.,,/
~~
~
J tG+
'l
1'.2"
1'.&" ~ 6'.&"
~R
CJ -r
- -' 6" W) .L
I-:r~~ 0 H I
Li=~ ~~\hO
3'~4" ~ \ &'.~"
.A'---
'--../
-,
~
t
~
y
@
I\.@
"""--
~ R , a
:!------ ----~---
N
~~
r=o~sr
1'.0"x~'-4"
CArI..t CLCi.
~
@
r--..,J I .. 4 u
@\
8EARiN4-",
3'.4"
..(-
&'.0"
~
--f"'"
6<9droom ~2
-
l1'-2"x\)'.2"
&' . If) " CLCl.
T1lr~ )E" ·
" I-fGHT7
f'..MA50.,-ORY.....
FRAME
CONNECTIOi\
E",trw ~
.&'.&~x 6'-~
~
I
~
~
I
N
6'.","
--f-----_J -
~=
~.~ ~~
-'1.-..
- -- -~ - -'l.. ---
-~--= ~
't
__n~
~...'"
> ,
't
I
'"
-~
~
.
S
0'1
,
t-
WINOOW ~O~1-4 OF'SNING CI-4A~"
."- -,_.-'----1
- --
~--:; - --=----.. -
ll~'~
iO -
'" N
,
S ..
..
~.
=
s
..
-~ ~
:t
o
,
~
iO
~='~
N -
'" N
I
~ -....
(Q
,
WINDOW
COPE
BLOCK CONSTRUCTION
WOOD FRAl'1E CONSTRUCTION
.
,
N
~
~
iO
,
r
~
WIDTl-l
~E 16HT
WIDTl-l
l-lE!6l-lT
11
N -
'" N
~ -~~
----
I
128H
138H
14 eH
I:; el-4
~6 8H
H32 8H
H33 8H
H3481-4
H34!;) eH
1-13:; 8H
~-
~36 8H
228H
238H
24 8~
24:; 81-4
2:; 8H
26 eH
32 eH
338H
348H
34:; 8H
3:; 8H
368H
1'3 1/&"
26"
i'3 !/4" x 26 !/4"
1---------------- .... ---------- -
x 3& :;/8"
-~--- - -- --. -. *- >-----
X ~" 1/&"
- -- ---- x - ~- -631i4";; - -- - - I
x 14 112;;------- I
: --~~:~~~~~-~~= I
x S" 1/&"
x S6 1/4"
.
~
I
01
~ WiNDOW ailE
CE~)
~"~I\
J, ~
.n ..
N '"
-,
't
,
x
~
~ ~
1/ ; Q.
,
1/ .nil
<t
------- ~I ~
~~l(h) J-~lE'_ -.--1- ~~ ~~--. ,;,
;c'_ [. fnCc:~:;iJ "r --- f--------------- ;Cl,~
f~)t. 4'.6" jL:.?~'
2'-&" 1'.4" f 2' &"
r- 12'.0." -.!I" r
/----.~- u -~'---1
'8'.8" 1_
x
x
3& 3/&"
S" :;/8"
------".--
63"
14 1/4"
26"
3& 3/&"
~" &/&"
S6"
63"
14 1/4"
26"
3& 3/&"
S'" :;/&"
S6"
63"
14 !/4"
26"
3& 3/&"
S'" :;/&"
S6"
63"
14 114"
:;3 1/4"
x
x
x
x
)(
x
x
x
x
x
21 1/4"
26 S/&"
31 !/8"
x 63 l/4"
x 14 1/2" - - I
x 26 1/4'1 n__ I
x ~ ----3& f;/&"- n_ - I
-;- - -.. -s-~ -1/~ ~ .... I
_ '_n_'r__ __ ___.___
~6 1/4"
-~._~.~--
x 63 1/4"
--~--~._---,_.- -,--- ----~ -- --~----
14 112"
-~-~~ - ~~--
x 26 1/4"
~--~ _..,----
x 3& :;/&"
x ~r2:) 1/&" -- ---I
: ---- - --:: ~1::- - --I
x ---'4W------ I
--:-::. =: : -.-::'=.J
31 3/4"
x
x
x
x
x
x
x
x
x
x
x
:;3 1/&"
x
c OOO~ - ~OUGH OF'SNINa, CI-4Af.l<i
~RAME: OFEN1N6
TYF'E OF OPENiNG (~ough Op&'l:(lg)
__ HORIZONTAL I VE~TiCAL _
F~-Ht.H'lG(PH) CAl.L. aIlE .2" e2"
DOU6L.E DOOR CAL.L ailE .2" e2"
&IDI: L.IGHT CALL ailE e2"
CA8eo:(pI's.hx1g)
ai-FOLD CAL.L 81lE .2"
aiPA55
POCKeT DOOR
J'
- I
r HCRlt. r
81"
_J
<t
U
~
~
"'A8ONRY OFENiN65
FOR DOCRe
u..RAP:(G~p. bd'>
ai-FOLD
al.PA85
e.LIDIN6 GI-AOO D~
(.)
FOCKE 1 eGD (.)
( pocket)
UJIND0Ui6 (.)
Douau: CALL
aIlE +2"
CALL aIlE -4"
&2"
83"
CALL
&IZE ~1-1I4"
81.!12"
-'~
L.:CE~ ~ T oo~'
CAI-L ailE
8rZ>"
CALL. aIlE .1"
CALL aIlE ~1"
· ALL MANliF. VARY, aEE
UJINDOJJ CHARTa PROViDED
8rZ>"
--
I.. E(J,SN 0
-- C F=~AMINGi NOTSe: ~
1 ALL INTERIOR DIMEN8tOl'ia ARE GIVEN TO
The: INorCATEO CENTER OF TI-+E eruo l;.\lLeaa
NOTED OTPEFaUIe.E.
DOOR aIlE FEeT
~DooR aIlE INC14Ea
~------FRE'~ (PH) or I.l;RAP (W)
or FOCl<J! T (PI<. T)
ALL EXTERICR DiMEN810N5 ARE GIVEN TO
ThE I=ACE OF Tl-lE e100 OR FACE OF BLOCK
(Ae APPROPRIATE) I.lMIC!--l LiNEe UJIT!--l T14E
~DATION BELOJ).
ALL WOOD iN co,'iTACT UJITH CONCRETE CR
MAeONRY 8HALL aE: PRE5~RE TREATED CR
APPROVED CEDAR. OR !--lAve 1& L6. FEL T
BARRIER.
~~AL. NOT_e 4 er:>SCIFlICATfONe
eul~O~ ca..T~TO~ . ALl. eua.~TRACT~ &HALl. CH!:Ci<. A"O VE:RlFY
ALL D~TI0i61>MJ CONPITlct-i& a.I THE JOt) !!lITE fRGlM THS DRAWiNCI&.
DiI'1EN~rON& CN THe DAA\lJ~ 6HA1.1- ALUlA'r& HAVE ~~ ~lCt iHe
&cALEP DAAWiN:).
JGe 6FeclFlCAtl(';'N& . CGMRACl'UAL REGlU:RE/'"",f.'NT& HA'v1! FRfFE~1! ~R
DRAwl1>d ~av:~T& . I~ATJaIl. .
LOCAl.. (:WI! ~QJlfO:EI'1i.1'-tT& . (iJI APF\.1~1!) FHA REQJi~T& e.I-lAI.L I~A\IE
Fl":EFE~ OVER OAAWI~ . 6FeCIF1CATlON&,
eol\.. ee-J!ATH FOOTm . ca.lC. el.Ae& ON CaRADlS &-W.L. 61! u.eLL. COMPAcTED
CLEAN FI~L (;;#! eul'JCI!::NT DEN&lTY TO euPf'OR"t al!ARM LOAC& . TREATED
AaAlN&f Te:~ITE& iJ/~P Ml!r\-loD& I>MJ CHEMICAL&..
~tE! 6HAL.t. ea (;;#! ~P PlANt HATERlAL& . ~GATE&, TAA'6r-ORT!D
u&iNC) ~P MaTl4OO& . CHEMICAl.&.
ALL RE~IN() &TE!L eHAl.L COl'>FO~ TO LOCAL OO[LD,~ CODE a . A.&.TM.
&fRI/D~&. ~ eR.1G-E!>,li eHAU. LAP 4t> aAq PIA w1A H.N. ~ 2'-It)',
All. REI~1NCt &TE!"!:. IN FOOTiN:i eHAl.L ee ~D ~TH A MiNll"1\J1 ~
l"~TE.
All. L~ IN CQ-tTACT \IlA""~ OR ~TS eHALL as F'RE&&...RE TREATED.
IN&T,6LL TEFt1111l eH;J:LP LlJ-1E~ NECI!6eARY.
'f). FR,(MOl! iMfCf . ROOE1'4T &H!ElD& ~l'O:I!! ALl... FL~aM , UJiRi!'-d . YE1'-tT&
~A6& fl..lF4J eI.Aa.
ID<TER:OR lJJOGO fRAMe WALL& &HALl. al! ~D TO ~Aa wM"X8" L~ 'J"
T'rPe eot..T& 1l-lRJ CENTER QIf PlATe Af "'./D" 1Dt;. &TARTI1>Q 5" FRa1 CO~R.6
lllIGN! ac:t.1' poi !AC:U ~IDI! Gt' AlL DaOR Of1U'l~.
All. LoAO ~.t.\iOCO F~ MEMee:~ ~ A& F'O&T& , JO:&T&. el!AM&.
~T!.~. Hl!AD~, ate. aHALI. el! NO.2 KO. 60.m-oEl'N (YI!:l.l.OW~;''</! (HiN> OR
IT& fGl.ilV~t
All. CQ.IC at..I<. CON&t~T:~ 6HAI.L ea Of UOOD QUAt.ITY A'O ~ TO LOCAl.
eu't.O~ COOE& . A<:a:.PT!O TRAOI! ~TiC.E&.
:4. ~.~lNE1t~P l~e 6HAl..1. ea ~T~t1:D ~ Aff'ROViD Mtit~a .
I"'ATER!4.& ACeQFl:O~ TO AN E&T.AeL.I&HED WOO[) T~ ~Ne:ER~ ~
CltRTiF:EO !)Y iHII &TATlI Gt' Fl.ORIOA RE~I&TEREO ENGiN:ER.
;~. ,6L1. UiOOP ~&. ~TlER6, ~I&'t&, 6I!f.;1&, FO&T& aTc.. 6HAi-1. eB ~o.nD TO
~;R ~RTiNc) MEMl*R& ul/THI ~ATI CL,P&, aTRAP& OR ~.
lliOOD T~e eH)J.1. ee EFi:ECfEP . ~""&TALI.I!:D 6Y HETHODa ~D 6Y THe
tR..6& FlATI! IN&trr\.lT1!.
'6>. T~& eHAl..l. ell TIED TOC:ren-+ER 1III1"x-4" &CAe& CQ-4T. AL~ ~ #€) T~&_
11. 1")( ". eJ..OCK~ ~I- ~ IN&TAL~eO MIO-HEIGUT a= ALL E)(TERiOR UiOOD-RAl'1E
WAI.I.&.{FHA R!;aul~T.~C<:M'1E1'1DED ~ APF'l..iCAT1~ a= WiRe LATH)
l!)(T!R:O~ uJOOP elD~ OR UiOOO CCiI1J'*. OOAFi!) eHA/..l- HA'w1! A MlN. CLEARA"-tCi!
r~~
R.OQ~ ~rU(;;#! NOH~I!AA~ O~ NaN'~EAR INTERIOR ~ARtlr:~ HAY ~
ATiAa-EO TO M et.,Aa ~61!1' PM No. )32f) OlCt No. )3J.& AT )'-f)' ot;. OJ~e
TO ell ueEP !/JILl. ea DlITf.Ff1iNEP ay TH;1 D~TY ~ n+!! ~
DRYU.:ALL I"'ATtRlAL. . MfAl.LAtr~ e.I-lALL CONfOfiN TO LOCAl. CODE( N..o IF
N1ECE6eAA't", AW REGlUijr;S1~T~
~lpl AH ~P K.,AS1fNa FOR ALl. e:><TE~OR oPEN~. VAl.LEY& .N-lD
0114ER ~A& &PE~Jf:I~P Oi Fl..AN&.lJo..&fAlI.. ~Al.T e.Ae.ED UlATE~iNa AT
ALL JOl&r& rtJ A F'QT~r!~ ~ LI!AK&..
!HOU.ER ~ , eArn ENGl-06URE& 6I-lAl.~ NOT eI! l.E6& tHAN )/16' TEMPERED
GLM6 oq 1/-4' LAMiNAteo ~ oq ~P PlAaT1C,
MT'AlL )/6- fEHF'E~O OR V-4-l..AMiNATEP ~ IN ALl. 61..iOiNa GlAM ~&. #o.Y
WNX'W Wl1l41N I." FRa1lH1 F1.OCR #0 No(( Wi/IlOOW WItHIN 2-4' (~'ZJ FRCM A DOOR
~.PAa F:Rl:f.PL.Ac:E& 6HAl..L ell i:\&fAI.I.~P ~iNa to Ml'"<aR. 6FEC.lFiCAt:a-.& .
LOCAl. elll\..OINc) GOD~&",6Lf,. c:HffiS'r(t ~t.. F'f'!OJEot A MIN. CKJ 2'-f)' Aeovt:
#o.Y f'l!Ai( UU'HIN '0'. tJM (;;#! l'HI CHI/'"'NiY.
~~. A ~"HiNlHJ1 Hi!AQROOH i5~GIUiREO AeOvl! RocY ATTiC ACa6&.
26>. iNl)TJt.L )\12" R-l' F:~ eAtt INelJL.Arl~ IN e:><TER!OM FRAME llJAl.L& AND IN
/>NY C<H1GH ~L ea~a4 AN AfT'k:H:P GAAAG! RoD A DU.ELLiNc).
n p:tU,lI'1&~. S.Ect~CAI../k:) WAC &Y&TeM& eHALL ca.FGitlf1 TO CODI!.
2&. Ui~ ~ ew.lL ell DE~I6N.I:.P IN ACCofiOANCe fO 6ec, 12~ Of' n-JE
est;. OR A6t:J!. aT').NpAJiiO 1, FOR Wll-4Olo~ REQ.lIf'1D'lENT&. 6EAL. wu ee
F\.ACEO a-l UJlNPOJ4 OR 61 f'ROt!CT!D PRIOM TO FINAl.. ilol6PEC.tlOi
21. ~ WIL!. 611 ee &TRJeruRAt. pe&~D iN ~RENC6 TO ea.c. '2~ Ci~
~.GL FOA wlNPl.OAD.
.)~. YiMXl...OR ~'.t111'U16IQINa o~ ~IJ &HAlL COMPt. Y TO eat;. OR A&.G.E.
efANPAl'<!) 1, ~ WWLOAO fOlf!:QJI~T&.
')l ~IN:) ~ eHAl.L el! IN&fALL.!D PER ~Acrul'<ER& 6F'ECIFICAT:QM J' )
HIGH WIND A'F<I!A eI-lALL eEl IN&TAl..LEP IN ACCOROA'lCE WlT'H A&.TM.c' ~6>. HiNl1'U1 1.4
,)2. ~~ 2~
1l41~M \12' ~ ~ WJt.L NO 1/." Ol1:RAl.L !1iTA!.. F'l..A&TER 6Aee, WITH
OR UJlrnauT 6O!.IP eACi<.1NCi. U~tlt!OJ& I"~.~ i~U;>Efio;EQ &iUCCO.
2.
).
...
~.
6.
1.
~.
~
II.
'2.
I).
'fJ.
ENGINEEr ING CERT FICAI IC N OF ;~
_ ____u ~==:~~~ STRUC~Ut AL COMP~:Ers ONLY::
J,horoby oortoy ~hat I have pefforn10d a
tn:) air.:1crwd des.ign and it is 1, 2-4.
compiial1Ct3 with Saction 1205 of th
Stand.1td Bu/kling Ccdo,
4~
;f
LEGEND
r" " s.....~
= SHEARWALL (SEGMENTS)
(SEE PLAN FOR LENGT~5)
~ t_
: ,
-.
~~f//
41 j}
.r...}-
. ,:,
, .
-=
/,r" r---\
I
~
<(
0
(j)
z
0
(j)
5
LtJ
fr::
If) If)
m m
......... .........
0 0
~ ~
m m
~ I-
a.
-:i w
.. >-
>- m
m 0
~ w
~
u
<: w
lY: I
a 0
<o~
b- Ct)~
~~
:.1 I I
coc.o
Q coO)
If)~
~ I I
'" '"
S ~~
00
~~
~ ~
~ ts
en ~ ~
.~ . ~ ~~
ttl 0) ~~~~
~ ~ ~~~~
FA ~~e-..
-1 ~~~~
fL ~~~
~I~
e.. III ~ ~ ~ ~
0) ~~~~
=3 ;:H~~~
t:: a ~fJ)t::q
Q -r ~~~
-. ~ ~
~ s ~
~ ~
~ <:) ~
<:) ~
~ CI)
~
t-+ ~
e.. ~
t: e...;
~
~ 0
N
t) N ~
~
~ .a ~
p.
~ ~
,
l)
Z
(j)
(l
\)
l-
l) L
~
ill <I
z l- -I
<t Z fl
_J
ll. ~ \)
x l) ~
lU III ()
_J \)
ll. ()
:J 0-
n -I
~ II-
~
.-
({)
I
X
ill
-1
lL
=3
()
PROJECT NO.
~S62
DWG NO.
A 2
,
'"
~.
.:.;,',
~. ,~^. '<'I.. ~
"
"
~
~
I
,g
,g
~ .'.~,..~,~.{ ..'''''.
. ~ '"
,
)
4'-8" ~,~I,
1- -~!a"
1 eH~AR PANel.. -, '1"" .
-or- r - I I. ..-..' ;-. I -- II '//1///////.,. ~
-- - r ! I, r - -- - I -or ~ " 1 ~
r - - - - -- - - l I - ,- -- - - - - -- - -- - ~ - - - ~
I I I '1' I I I . ---~
I I I ~ I , ~ I , I
I I I ~ I I I ~ , I I
I I I .~~' I I ~M"1' I : :
I I l _______~ I L-----_____~-~~___________.J
· I -- ~ -- - - --- ~ - - --- - \ ~ J I .
I ~ L'_ ~. -- · - ~ - - -~,""""T - - - --'-- ~ -- -- -f ~ ~ -- - ~ - ~ - -- -,- ~~""!'...-- - - - C--,n":8~13~ ~ :
I I I I I
I I I I
:' I I I I
. : : : : .
-----~ ~ I · I C====R
flllGI ~ --~ - LAV,__, ~. l, ~ LI -@ ~ _ ~ _ LAv. GII:
~t- 4,11 CONCRETE UJ/~x~ '0/10 UJ.W1'1
'r I I I ON ~ MIL. vAPOR eA~je~ OVE~ S III
"II ~ I I CLEA\l. CQMPACTi:D, F'oreoN ~ I : ~~_
.., TREATEO $OIL, (vAF'O~ eARRl5R TO;O ::f
II I j 61:: LAPFeo 6H AND TAPeD) .~~ I
'~-- II 9-- - - = n LAY. ~\
;( LAY. n I II '. 05 J.
I o. --- II CJ II~ II DEEP -+ II _ _ __ _ _'
8':: 1-8.... - II - - - - - - - - - It' - - - - - - __ ____ ..;:....- ,. r~ ~':!==fJ'
" --=-==-#""' , --.J L - - - - - - - I 1 - , r _ ~
Dill. ~M i - - -- -- -II' -- - - -'I ~ ~~ J' lo. ~M..1
I ~ II ~ ?~!c~"'" i! _ '-- i~/T 8'-8" : f t 8'-8" r- f: ! i (' ? ~ i' ~ :
I ~ " ~ I I I I: II J I ~
,~---- · t=:;-~~'j== .~~f~JL-=-ii ~~'18j: 11 : !18Jia,~ :L~)~~: ~:::te~cJ - :~I .
I ~ ' ~ c'J :1:' I I I ~o" ~-i---~" J 'u ~lJI
I~ I ~g , g ~ ~ ~,I
..., l-r-=_-_-_-=--_-.....:-~-_--1 __J I I . ==-t----I--=---~---=--:ll IJ' 6"11 2' ~P_ 2'.0 /2" .!(2 t2
' In..,!: ~)'-2~'" .J '-2".. ' , -U- I IF- h~
----) I I!.. I I ,I I ____.Jl._ f-----~
-F-==== ====lf~~~-;] I ! i ~ q II I 'I n 'J : :'" C;-----::- '---------1-
I i I I I L r--- ---1 II ~ I I ~ L~ ] I
,!"I I ',8" C..::'J I ~'-3" --J' [Rj t--- : ~ '&'.&" ,--l--lti-t lJ--r ~, ;a'-&" tit :~, c-Wx 8' Aa, h---~ ~'-3" f~ '1'.," I .'
I I. j I I ,.-. 'e.."..' II I !.J I L:. I II ~ I : Ir..
rf..!~~~' I -~ -11_ - -- - -tl--V--f~- C--I---J -~ -_;.!~0.~jjllt_ ~_=- =-_=-.J 1---- --1 (~~,,~' 0.. I
I ~ jV=;n ~ 8" ,,:.... ~r .:-' L--=- - --=-. --=- ..:-. --- --'.I - -- ~ .----',,! ~ Q '1 G. -:,. -- ~ ' - - - ~....: - - ;.;n' I' V- - _l-WX 8" Aa ~ I
· : I ;.,. ---. ---- -- --: f-~{ ~'-- V I I I W- " ~{~,. --: :~h I' "7 l,:l, I
I : · ~~~~h1"- :~ -~~::1' ~'~Q I .~;:~~---- ~i .~ - I :
~~: : ~! I : I ~ [~J - ',.8'-8' II t ~ : : ~ -~ l
~ ; I HI I . !8'-8' ,t · t I 1/ / '1 0 ~
~ 't lL / I I 1II I II r-- I _ .' in !"
~ u) ~ ~ L _ _ _ J ~ I I ~ I I r- _, __ "- _ L - -, r _ J ; ~
~ .Jr--F-'--f:::] 1 rf.r777:i ~. - - '\- -= · I I . I.,..... ~
f--- ~~_~~~;"// ! :' L__ - - :1 ~f ~ ---.Ii :,: ~ ~ I I I ~ ~ : 1 \~el. -l ~ L - -~-~~ 4 ~~ ___.1
~~l" .~~:>t j ~ I ~! I I ;@ ~ I .. \l 1,~ t" 1,ik" .
eHE:AR eHeAA Q _I I I !O I I _ 8" et:LL
PA"-ieL PA"-ieL ~ I ~ 9) . ~ ~ ~ FOOTiN<:; 2'.8" ".4"
r2'-811 ".4" ---- 2~r. ~TI~ I ~ I I ~ ~ I AL-}'.E}" ~r.
I I I I ~'-0" \2'.8"
r-- '2'-8" 18'.8" )f,'~"'" ~ - '" : Iii r 17 _ " - '8'-8' _ r
,~- !&- j 1111 oeEP ~CE68-\ I I I" oeEP ~ ce68- I V _ ij -,
- l~. / )( '~" WIDE: (TYP))( l~" WID!! (TyP) . V ~ $
! lLZ,~ / I I I I V -'&: ~
. ~' ~ L _ _ -- _ _ _ _ _ _ --- _ ..J i1 L__ - - -- _ -- _ _ >-- _ --- -- ....J ~ _ ~
. n_~_--'''---~..::t'l:l .. ~. · .~ "':'~k- ,
:If- :8'-8' J l--~.:----------- 4:~'
T--------- ---------------38' ~"- .0-
31'-8"
----
%
~
'-t
u)
;.
I
-Ir-
ENGINEER,iING CERTI ICATION OF
STRUCTU{~:AL COMP NENTS ONLY
-------- e---------t------
I hemby Cl;;tii11Y that I have perfcrmc-.olj
tha &\taehO'd 11&51gn and it is [n
cr,:nnpHanco '.fIlth S3ct!cn 1205 I)f the
Stan(~~d BuiiO!ng CC<ie. 0
'.
.. ,_.. l' ,
. f .
."<~- ~ ~ ~'-;'
" '.
".;., ,
,
( ~:'
_ ' k
.;
, ".
)..- ..
^ "', ..0
(' "-;' r~.
... ;:.~:.
~~ . "" :'~~~ ,~.
"..;,..,.,,:'?' Y' '::.
"":,1I ;,
....' ...
..... ~
.7 ( t',., ._ J '~i
, -,
f:-
>( ~{-., .- ~- .
,;";"'1\ .:':
.,"..,
..~. I>..~;-~ ~
.~~ . ,'if.
j., 1 ;; .~:~
r
,
1&'.41>
-
31'.&"
~
,
31'-8"
,
12'~2"
2&'-2"
2&'-2"
11'.2"
~) ~l'
-1' ~
~ I
1'-8"
iL
4'-8"
1)'-8"
)'.8"
:5.. It
4'.~"
1)'_8"
-0;.
I
'-t
I
~
Q
I
,g
Q
,
<a
.
~
I
~
Q
I
~
Q
.
<a
b
I
.
Q
I
i
~
~
~
--~
Q
1
~
Q
,
~
-'
~
I
~
~
I
~
:
~
,
~
.
'-t
1
r--
/1--
_.31'.8"_________ ___
-----f
-.-----/1
)1---------------- '-------
1!:;'~4"
~l ~1 I r= 0 UNO A T ION
f=L.AN
r,,~
: 5~iEARWALL (SEGMENTS)
(SEE PLAN F=OR LENGT~t5)
;,,_'-.l", ;..
.;" '>; ~t\..:, _'~~_':' ~.
~"'~. ; '. .:,.
..f .) .
I'
::'~"~h ~
> ',,"~~'::: /; ,', . . ~^~ \ ~, ' '
~... ~ .,c'.~"'l~
- # '~, .:. "'...
L~. "
l"'~.. '
..-.. ..J:
4<....- ..1.
f\.
/" '",
l:!
c(
0
Ul
Z
0
Vi
5
It.J
~
I
l/) ~
~ ........
0 0
~ ~
m m
~ ~
a.
-:; w
. .
,. >-
>- (I)
(I) ~.
~
0
<: w
~ :I:
Q 0
<ofg
~ Cw)r...
Ct)r...
Cw)1
::s ,.. 1<0
CO~
t) COr...
"'I
~ l~
~ ~~
<::><:::>
~e
.'-..,.
t:: ~
~ ts
Qt ~ ~
.~ . ~ ~~
tA cJ) ~ (j f,J ~
t.t z Q~~
~ ~ ~~~Q
[~~ ~
~I~
~ 111 ~~Yl~
8 '" r.j :,;
- ~~H~~
~ ~r/j~Q
t) -r ~Q~
-. ~ ~u
++ ~
tR.l ~ ~ ~
f.) fJ)
t.... ~
.~ ~
e
0 ~
N
b N ~
r<-
~ ~ ~
c.
~ ~
.
0 to
Z -I
~.
(Q <t
1--
0 III
p ()
0
~ \V
~ 2-
Z
-1 () <1
0...
~~ 0 ~-I
III "-
([ 0 2-
J lL
Q ()
~
---' --
,- I-
(1) <I
I ()
X
HI 2-
_1 =.J
lL ()
=.J IL
C\
PROJECT NO,
<3;62
DWG NO.
~ 1
~;~. V'.
-.
, ;.
"
",' .-
,
..'~. ,
\ ".
l3A611!.A'rlEfot M~' Tl"FI X 4:r~ WAl.LOOARO 0Itt VENEER eA6I
APPt.'I;;O Af R~f ~u ta ~ &!t:>1 ~ 2K .. WOOl:> &1\10$
H" OGo IlJITHtd GOA~O NA!U. I.V.' L~ f)~~" e.HAN<. V,'
H!AO&.W CG. prAClt LA'rEM '1" rrFI! )C G"f1O&..t1 ~L ~A1ii:P
OR ~Ert eAeI! APFt.'EO At ~T ANQI,.E& 1'0 &1\10& OYER
eA&f! t.A'rtR u.lItH ed c.oA~O NAIL!, 2-3/&' La<<<:), ~.1H" ~
V" Hi!Ao&, .. C.Co &T~. JO~Tt) H", C.G. I!ACU !.A'rEfll I>MJ
& 'DE. I
.~
./ TAFB
IP<Te-O TO '.l-IOE.~!oa .
a: ROOF &HEA THING
1"x" AT %,' Ot:.
TAPS --.
rHE eUlLDE~ e~L.L. va~IFY r~Ar THE
~~OAT!ON ee:AAJN()WIL. ~A8 A
MiNiMl.J1 L.OAO C~Yi~ CAPACITY OF
2 ~~~ f'OI..IND& F'E~ eQJAAe FOOT. iF A
LE~ WIt. eJ!AA1Nci CAPACITY Exlere,
oarA1N THE e..\.i6INEE~'& Re:6Fa.I~l:
eEFO~ flOU~~~OAT!q{ ;:OOTING,
A& ~OArrON Fij!YI8IqN$ Wlt..t. 6i!
~aul~O. THe euILDINc.~IC'Al.. t-"AY
Del!:~IN!! ON 1N6FECrtON tHAT FOOTiNG
eXCAYAll0N8 RSYr:AL. ~D YI~iN 0011..
elJITAeI.f! FO~ FOtlNDAT1ON FOOTINa&.
H!& 61~-0f1i IN &..lCH CA&e& WIl.l.. e!!
ACCEPT A6la.
112' Ct'r PelJ'1 0 R'\"WAl. l-
OVER I X 2 P.T.
~ . ~.' o.c..
U.lf3l" 1!)q'I.
~ 'r& T'I1'iiENI!
INOOL el!MEN
fV;:Rm
P.T. !x2 F,~&1'OP
TOP CG\l~ 1")( ."
X'." CQ.jC. "U" eLoa<
F'rlLfO ~
Rl!'~, ll.1I1 '!l ~eAA COoIT.
FILLED TO CAYlTY CAP
~~
~f
J:J
% J
~)
l'I
It X lJ. ~. CQNCRe n:
eLOCl<6 W/,.jOf'NQ(T At..
LAOO!.R lI<l!.N'.
u.t-;EIO:S ~a'D,
., oU-t-
. wi ,.,.
&TD. HOOi<
(1)-'9 FlE.eAR
2
&1
~ARTY WAL.L.
WI 2 i-4~, IIIP; WA
AeOY
~
I
:&
eeE ELEVAT!ONe
FeR ROOF eL.OPE
.If A8 FleeR6L.Aee e~IN6L.c8 oveR 111
ROOFiN<;, FELTON I~ "COX Pl.. YWOOD
eHeAT~iNO UJfl:~.Cl.1F>& ON PRE.ENGINEE~ED
WOOD tFal%l::8 fit 241'O.C.
Hl...AAICANE ANCOORe ---
(eee rFal88 FLA'4 ANDIOR CALCe)
AL.uM. DRIP EiDe:e:~
2X~ eua FAeclA --
!;j~" DRYWALL CL.e:.
FlQIEZE-
MAY VARY
(eEiE ELEVATIONe)
TOF COUReE a"x a"
X16" CONe. "U" 6L.OCK
FILLf:P.W/CONC.
:._ F(E-iNr. UJ/l -s. RE6AR
. CONi.
ALLiMFA8CfA . ----/' ..
eoFrlt
1 FLOOD COAT elL.lCONS eeALER
At l!AC~ CO~ER .
. . 8'-0" O.C (MAX)
POUR. FIL.1.. 6LK CEL.L
VEF<"trCAL.L. Y W/I ~
~e6AR CONi. TIED TO
TOP CQ\.l~8e ~6AR
"TO erEEL IN Pia.
I
0,)
-(
GUEE;N elZJi e~lcK vt:NEER
w/ca~fOAtl!O GAL.VAMIED
.MeTAL.'e~lCl< Tlea .'O.C.
YERfICAl--l. YANO HORI~ONT Al..
112" GYFeuM D'RYWALL
overq 1 X 2 P.T.
I=URRiNCs fit 16 II C.C.
UJ/3/4J1 eXF.
POL yeTY~Ne
INe.Lll.. eEtlJ.JEEN
FURRINCL_
lIS DLUI....
'''I ~_" .
... ~ --~2 ~
eTD.~~ ~-
~~
~J
l'I-J
a x e !6 ~'lCRETE
6L.0Cl<.8Wll-4ORIZONT AL
LADDER ~.INF.
Ll.'HERE REGlD.
=
~
I
2~ 1"'&1 CCNC..
6"X 6"lc l"I1I>!!JJJJU. HE6H ~~iNQ
FEGlJlREO ~r 1'HB ~TII &LAa
PLu& lHI H!6H 6HALL es PQUelEP AaOUT
THS EJ'itlR! ~IM&TE~ (:li ne ~ OVER
THl! FaOtlNa AT L-!A&f 3 FEef UilPI!
6 MIL.. YAP. f:3AF<Ril:.R
(2)'& ~eAR GGNT. CN t) a-lAiFi:6
(l' MlN. GOVERJ
I 1'.1" I
/-------.(l
l'
~
"Y~rCA1._U;A1.J.. eECTfO
J J1); j
J)l~ [
_\, .
~. :~
; ~,{" '1
.)~ 'j...
-
. . . ( , ',~ ~ "
'" ,~-: .;..>J..;' ~ "':',-';,
, <:
'... . .;"":. ~.. .1'.-
;," )~ >~ .'!' j.",:
,1;
.._",. 1i
-';.1
'/ I
.'
~
.! . ~
; :.. :.'" -~'!~. ...' '
NAiLiNG 8d COMMOt'<S @ 6" O.C. EDGES & 12" 0 C It'<TERiOR
2"x4" BLOCl<iNG @ PLYWOOD EDGES
THIS SPACE Ot'<L Y
:\
1/2" PLYWOOD W/ ~
2"x4" BI_OCKING
2"x4" @ 24" O,C,
HCDP
2" SU8FACIA -
,
ii'
DROPPED GABLE TRUSS
1/2" PLYWOOD
8d COMMO~S @ 6" O,C,
EDGES & 12" O.C,
iNTERMEDIA TE
PRE-ENGINF
AT 2'-0" 0
ED
I.
!
-i
I
I
I
I
TA 14 @ 4!':fj" O.C.
BLOCK W /
SOUD
~
I
I
i"
t-- 'it.
I ~I;
~,:\I
I
I
~
VAR:ES
-~--
I
I
POURED SCUD
'<J
-i'
I
2' -1"
I
i
I
~----
I
6" Mil\;
#5~ DOWEl
6X6-#10 WWr: OR
FIBER MESH 1.5#/C0 YD
3 1/2"
1 '-4"
-~----
M'I_L VISQ0EEN
I ,
: _'J ~
i3-~/2"
-~--r-
-~
I
1l_4"
-)L-
GABLE
END
TYPE
" A"
STRuCTURAL SPECF:CA ~ C~S
CO!\'CRETE
A
9
C.
Cemer:t to COr1'lply .vith A S.T.V C 150
Sand and a(~gregete ~o cal"oly .vith A.S.T M, C 33, C3.3C,
C 332 end A,C.I. S~ardcrd ~o 813- 54 or mOT spec'licatio"s
Woter to meet potab'e ....oter cr€IY1laoi stondards,
Dlocing shell be ir cccorda'lce Nit" A,C,: 8vi1ding Code
318 ond 318'
C1.lring shoil ben accordance ....:th AC.: 605
;-
'-,
;:
RE,~,.wORClr--...G STEEL
A. 8ars defor'Y'ed 'I" occorda'1ce N'th A.ST.M A 615-87 cnd
Shell be grade 40 steel.,nless :ndcc ted otherwise
3 Welded Nire fabric to cO'1forrr Nith ASTN A 185 or A 497.
C P:cc:ng:n accorda"ce witr A c., eeta::ir,g rren..oi and
A.C.i 318 and 318'.
METAL ACCESSORIES
'v1eta' eccessor'es s"ei' conforn--, :0 req'..'rerY'ents in C.R_S'
"Mcnuel of Standord ~racrce for Re'rlcrced Concrete
Constructior" o'1d A.ST M A 82 ond A 185
smENGTH
A Concrete s~a': heve 2500 OS! corr,pressive stre"gthn 28 (jays
B. Test Cylinders sila'l oe tc~en at the rote of three (3) for
each 75 cl..blc yards or,C tested in aCcor(.:;or:ce Nit" A.S T,M
Specilicotio'1S, rl.-rther tests may also be recu:red ir
eccordonce ....ith A S T.~, C 42,
C S'U[Y'p sloc,' "at exceed 6" uness concrete 'rix nos been
desigr,ed to rove greater S u'Y'p anc ooproved by !::ng "'eer,
COr--..CRETE VASO"JRY UNITS
A, Units sro'l eO'1form to A,S T,'v1 C 129,C 145,C 90 & C 216
B_ Ceil'lent sho" conforlT! to A S, T,V C 150,
C. Sond sho'l confa"T1 to AS T.~ C 144,
D. Vortor shOll cordorrn to Sto'1dard 8ulldi'lg Cade Types M or S,
E Masonry ,,'iitS to hove full ''lorter coverage 0'1 rorizontal
and vertical face sheiis.
F. U'lits shail hove <] rni('1'rr"", corrpressive strength Of 2500 psi
per ret ereo 0' urit
G All exposed rrasorry svfcces shail have their ,.,orizontal
Joints tooied and Sholl be sponged clean
H. Grout sra: corroly ....ith ACI-ASCE 530 & AS,TV C 476
ond be tested in oceorcorce ....it'1 C 1019
COMPACTED FILL
Fill sholl be placed i'1 layers not to exceed 12" and CO'T1poctec to
95% proctor The degree of cOrY:poction sneii be deterrr,ined anC
control ed i'1 accordance ....;th A.S,S,H,O T-99, 8efore piocrg
fill Oi' de'eterious meleriol sha,l be rer>"1oved
LUV8ER
A.
B
"Jon- structural grade lumber shall be stud grcde or eq~ol
Trusses shol! be pre-engineered ''l accordance Nith TPI
ard engineer certifed truss drONi'1gs ord tne truss
10 yo V t d raN: r g S s r, 0 II be fur n i s r, ed,
All II~r1"ber ;1" CO'1tract With rr,osorry or corcrete srell be
preSS!.Ire treated Non-presSi.lre treated li..rYber she'! be
separcted from MaSOnry or concrete by asp'1o't irrpregrated
felt or galvcnized rretal
Str'.Ict,.,ral lumber she'l ::le SOI..ther'1 p'ne No, 2 or Equoi,
No'i'1g sholl be 8d at 6" on centers along ed(~es Gnd 12"
on centers at inter01edate SGpports except for first
sheet at roo: edge, at ridijes and at WO" corr,ers wh'cr
shal be neiied at 4" on centers at edges cnd ct
:nterrr-e:j'o'e Sl.ppo'ts Otrer <lc'ir,,~ sro be pe'for'T1ec in
r-
'-'
o
E
2" X 4" 8LOCI<ING @ PLYWOOD EDGES
NAILING 8d COMMONS @ 6" Oc. EDGES & 12" O.C. INTERiOR
2"x4" BLOCKING @ PLYWOOD EDGES ~
1/2" PLYWOOD W/ -
8d COV~O\JS PER NAILING SPEC? 2"x4" 8LOCI<ING ;
2"x4" @ 24" OC,
1/2" PLYWOOD W/
NAILING 8d COMMONS @ 6" O.C
& 12" OC. INTERiOR
EDGES /
24" O,C.
2" SUBFAC!A--
2" U8FAClA
HCDP
@ 4' - 0" 0- JJ
':!/
-OUT 8L9'"1< W/
URED ~ID
l
f./.
2' 6 WHEN "X" IS
, .. S AND IS (2) 2 X 6
GREATER THAN 4'-0"
'@ 4" O.C,
HCDP
2" X 4" BLOC~ING @
ALL PLYWOOD JOINTS
2"x4" 8LOCI<ING @
ALL PLYWOOD JOIN TS
2"x4" @ 16" O.c.
1/2" P,- YWOOD NAIL & GLUE
8d CO'v1MONS @ 6" 0,(
EDGES & 12" O,C,
INTERMED!ATE
I'X"
PRE-ENGINE
AT 2'-0" 0
PRE-ENGINEERED
AT 2'-0" O.C.
RUSS
DROPPED GABLE TRUSS
- ---------
--
1 /2" PLYWOOD NAIL
8d COMMOt'<S @ 6" O,C,
EDGES & 12" O,C, INTERMEDiAiE
I PTA @ 4'-0" O.C
-i
p-
I
~
I
I
1/2", .. ANCHOR BOLT @ EACH #5</J I_OCA TIO\J
W/2r . IAVETER WAS'-1ERS
I
I<N( -OUT BLOCI< W/
#5 OURED SOLID
TAl
I
VARIES
I
'<J
-1'
8'-0"
I
I
r
-{
I
-{
I
I
I
2' -,"
I I
. I
-1--~
I 6" ~.N
POURED SO_IO
#5</J W/CElI_ PO' EO SOLID
2'-1"
YO,
#5</J DOWEL
6X6- #1 0 WWF or
,3 1/2" ).
1'-L"
VISQUEEi'<
1 '-4"
i
-J
i'-
;
-f- 1'-4"-t
-{
END
1'-411
t-
TYPE
" B"
GABLE END TYPE "B"
FOR NON-CATHEDRAL CEILINGS
GABLE
cccordal"1ce ....ith the SBCCI Building Code.
r. Meta! construction hcrdware specif:ed ore r<ughes
Manufocturing, Ine, or equal They shOll be installed
in cccordO"1ce Nlth manufactures recommencations,
G. Any areas of eO'1ve"ltior:ol framing sholl hove 'ra",ing
members connected to lr:..ss me'f'cers w:th 0 r>1''1;rrui!'. 01 a
RT 14. A:I Conventional framing Members sha I be CO'1nected
to one another with a m'nii!'um of 0 HC hurr:cc" cl,o
ALT.
/1 1/4" DEEP SAW CUT
n '4 'A I · .
,-, - ~. - - - - ---:- ---: ...,- -;t-- ----:- A -
fl!I .
DESIG~ LOADING
A. Wnd lood;rg
B. Live 10odi'1g bedroo'Y' arec
CLive loa(j:ng otrer areas
D. Live ioed''1g roof
F Desgn crter:a SBCCI 1994
= 102 mph
== 30 psf.
= 40 psi
== 20 psf.
Sedier 16C6
CON1'ROL JOINT
S~UCES
Splices 01 fou'1dation and peri,rete' steel 51-:a11 be 12 :'1 rr:'1'mVT1.
1/2" PI_ YWOOD W/
8d COMMONS PER NALiNG SPEC.
LEGEND
</J - ROD
PRE-ENGINEERED TRUSS
AT 2'-0" O.C.
BE1AI~/jVG
JrALL
1/E1ADEJ~S
i
l!!!lAJ~/jVG
-~
"
I
T A 1 4 TW
KNOCK-OUT BLOC:<: W/
#50 POURED SOUD
1/ E1AD E1I~Sl
frALL
I
2" SUBCAC'f --
I-{
3' MAX.
I
! BEAM TRUSS SPAN - SHINGLE ROOF
I
]SPAN 241 28 i 32 I 36 40 i 44 '18 I
I 6 2X8 I 2X8 2X8 2X8! 2X8 12X10 12.\"10 i
7 2XOj2XO 12X10 I 2X10 2X10 2XlO! 2X10 I
8 i 2X8 12.\'10 \-2X10 12X10 2X12 2X12 2X12 1
9 2X 10 2X 10 i 2X 1212X 1212X 12 2X 12 - i
10 2X10 2X12 2X12! 2X12 - --
I
11 I 2X12 2X12
~- 2Xl2 2Xl2 I -
iBE'AM: TRUSS SPAN - TILB ROOF
ISPAN i 24
I 28 32 36 40 44 148
I
6 2X8 ! 2X8 2X8 2X8 2X10 2X10 12X1O
I 7 \2.\"1OI2XlO 2X10 2X12 2X12 2X1212X12
i I
8 12X10 12X12 2X12 i 2X12 12X12 1 - -
9 2X1212X1212X12) - - - I - I
:
I 10 2X1212X12, - - - - I -
VARiES
~.
I
1
_{_~/2" '.:.:-.~ 2-#5'
I I
-{
~
-"
- I
- I
I
I<NOC~OU T BLOOCK
W/ #5~ POURED
SOliD -
#50 DOWEL
6X8-#10 WWF OR
FI3ER VESH 1. 5~/CU YO
.3 1/2'
PRECAS"T I_:NTEL
I<NOC~OUT 81_00CI<
W/ #5~ ::)OURED
SOLg
o
PRECAST LiN~
LESS THAN 4'-0" SPAN
WALL
W/#50
~KNOCKOUT 8LOC~
~ 4~
_J
[;' ~I
O.
~
.
bi
"-4"
+-
.
o.
I
ST ANOA;RJ PERI'v1ETER BEAV
/LNTELI OVER JOOR & WiNDOW
CPEN',N6s
~
KNOCKOUT 8LOOCI<
POURED SOliD
MiLL VISQUEEN
# 50--
4' - 0" OR
EXTERIOR
LINTEL DEl'AILS
NOTE PRECAST :JNTELS "CAST CRETE"
OR EQUAL
PRE-ENGINEERED TRUSS
AT 2'-0" O.C,
1/2" PLYWOOD W/
Bd COVMONS PER NAILING SPEC,
2" SU8FACIA -
2"x4" 8LOC:.<ING @
ALL PLYWOOD JOINTS
2"x4" @ 16" OC.
1 /2" PLYWOOD NAIL & GLUE
8d COMMONS @ 6" O,C,
EDGES & 12" O.C,
INTERMEDIATE
-------------- ~
------.
I
FRAME WALL
ABOVE MASONRY
_} I SEE FLOOR PLAN
I... SEE FOUNDATION PLAN
-;J
-T
I r
Lr-----
I I
~L_____
I I
-#5' /-
.~
rl
I I
~r
! I
LL
I I
. I
h
. I
~-------
I
z
3:
.0
~I
::J(j)
--.J
~(j)
~
I
U~
~(j)
00
Zo..
2-1/2" THRU80L TS
5"
-t-
4"
-1-f
ALT. TOP
CONNECTION
1/2"0x8" ANCHOR
BOLT @ 4'-0" O.c.
I<NOC~-OUT BLOCK W/
#5</J POURED SauD
I"
~f
I
Ij---
-I
iJ
I I
--1J
I I
~.
----- Il
I I
----~i-1
STANDARD #8 MASONRY I I
WAU_ REINFORCING
@ 16" O.C. .
_____--1J _{-
I I I
I' 1'-4"
~ t
I i
~-----
I
TYPICAL SHEAR
PANEL
HCOP HURRICAN cUP
~ SD2 AT EACH STUD
AL TERNA TE SIDES
2"x4" STUDS
@ 16" Oc.
VARIES
WOOD BEAM
2 1/2" THRU80LTS
3X12X.3/16"
PLA TES ~
,
o 0
~ 1/8" BEARIING PLATE
.3X12X.3/16"
PLATES
o
-0
2 1 /2" THRUBOL TS
2X2X.3!16" \
AI\L~ W/ '<
, y-HRUBOL TS ~"
ALUMINUM
POST
D ET AIL
-{- ] DQ
VARIES
I
-t-
I
1'-4"
-{-
I
1/2"0x8" ANCHOR SOL TS
W/ 2 3/4"0xl/4" WASHERS
kSP1 AT EACH STUD
AL TERNATE SIDES
2"x4" P T.
1/2"0x8" ANCHOR BOLTS
I OR 1 /2"0x6" HI~ TI KW!I<
BOLT II @ 4'-0' O.c.
2- #50
o
.3 1/2"
---t
I
-~
I
-{
1'-4"
-i
6X6- #' 0 WWF OR i
FI8ER MESH 1,5J1/y . YO.
3 1/2'f',.
W/#5</J
4'-0"
~AX -I
W/CELL POURED saUD
2'-1"
~
I
GRADEl
+-
8"
{-3
-{-
I
1/2"
FOu~JA TiON PLAN
-'k-
. I
2- #5</J
STEM WALL
14"1
-{-f-
I
I
I
--~
--I
#5. ~-I
I
~
u ,
o@lu
: <11 0 !-0
'0 z: r-
~ON~
@J ::2 ~ Ow
~~
<110 ::2
o U I.JJ 0::
::J o~
t1~8~
VARiES
I htH "b'{ cortil, that! ha'/;) parformod
t1',0 t;jLlGh~~ design and it is in
(;Q:1\t1rmc:-e vilth S3ct;on 1205 of tho
SL~r<J flliiidirl(j Cede.
I
W/2" DIA. WASHER
L
+-
I
IN1'ERIOR BEARING
FRAME
PARTITION
1'-4"
1'-4"
I
I
---'k-
,
I
MASONRY FRAME
CONNEC1'ION
~
~
o
~
~
~
a...
o
u
to
~
~
~
(DET-AILS)
/' BY""
DATE REV.
\... ~
~
~
.
NAILS @ 4' o,c,
~
or
~
I
!~
rJ A
II~
~~lj"
ti2i
o~V)
~2!
(f]
Q
0::
-<t.
~
Q
Z
~
~
en
z
c.j
~
CJ)
~
Q
~
o
~
~
z
o
~
~
U
~
if1
~
OJ
m
~
E--
u~
~u
ou
~
o..~
(f]
z
o
~
~
U
~
~
~
CJ)
Z
o
u
~
~
~
Z
~
Wo
8C2
CJ)o
~~
~~
,
U
Z
>--l
~
o
\.0
~
~
...
(f)
~
(f) <t:
-
~ 0
-
~ e::
e:: 0
~ ~
~ ~
z\.O 0
~~ J~
~o
~ lO _ O':i
~><~I
~000~
~~coz~
~0 _I
d~oe::~
Zo 1"'1' ~o
~(f)O':i
DRAWN
R~lH .JR,
DATE
8-20-95
SCALE
3/4" = 1 '-0"
JOB NO.
DS125D36
F
SHEET
1
1
SHEETS
#50 W/CELL POURED SOliD
""'-
~. ,~
,,,; "
,; t'
;;
,....,
, "
~<~ "
:".:.- ,',
of
,
~. ..~.
1-: .r
';..,
, :""
.'
~r '
. ~ " ,
, '
...
#1.' ,.
, 'r'
(.~, '
.~
',.\. "
" ...-
, .
'.
\ -~;'
,- 'I '\ ...
~. .,...-. l
f~,~~, ~.~,:'
!~{\{.f, "
'}-"<i""
IX':'> ':
~r '
, ~ , ~ t~.
~;f':~c: ',,'
l~-r'~,....:-~ '.
{:~'!" 1:..:>'/,;"'1, I .
~1~ ',,, ;
~<~"~,:..\,, ',',
,,}{ i~o'l"i"""'" : t " ,-.
'4.;~. ",;.,j:1~'_::.. ".i,.~._r~'.'b.....i\..l:.:,'. .,-' ... ~- .:.:
.; .;,!
... '>-'
d..~l.j.\.'.t:,":.\: "f
1:
e
of
-~; ..,,_ -.... ,T
w
. WP.
GF<tb
~~
~
"
~~-"r
,~~-~-=~ --
"I
,-",,'/
r ~___.~_~Jl~~~
I ',-~
--tE=~
..... ~ -
/ "-
I '
I, \
~- /--
\ I
',- /
I I", .....
I I
1~1tr r~-=rrt
1- ~;,'/ I \ ~J
~~ \' \, / I
" ,_ _",,;' ,I
" ;'
, ,,;'
................---
...... "-
/ ,
I \
~ -~
\ , I
, :"
".....,I~ ,
\ ,
\ "
" "
, ....-
'....
.... .... -
(!)
----=;-,
I
I
I
I
I
I
I
I
~
~
I
J
I
/ r---,
I eKY I ...._~
IL~6HTl' -y
L_-{-l
\
\
",....
I~ ==r
f I
I "
'-9-
()
L=:J
.....
/
I
r~--
\
,
"
;,'"
/
,/ ~-/
/ '"
/ ;'
///
1/
II
./.I
,1,
I \
~
/
/
.....
-~~ . ~JJ'.'
....
/
I
C=--
\
\
"-
......
=---=-----1
-w-
-c====_
w
o
r - 2I!LOO~ OJTLar&.
I LOcA'TION TO ee
I eK.paTe~i!\lEO IN F:ELO.
1 1.. [414T I
lI=L.AAE d>
I I
L__J
r- --,
I I
I e!<.Y I
I Lf6HT \
!FLARE d>
I I
L_-J
r -- - -, 2 FLOOR OUTLE!T&. r - - 1
I I LOCA T!o.~ fO ee I I
I 6KY I DeTefOMil'..:EO IN fiiELct CKY I
I L:6HT I I LlUH'T I
!FLAREd> ~,LA~d>
I I I r
L__J.... L__J
/
I
C:=
\
\
"-
......
"
,
\
-~
I
/
~
<tb
<tb
<r
./
GFk GF.I.
~~ ------ ~ 1 nt:c-----~m~-:
1.,*,1 -----~ II~ ~II -----~ In' ·
, I r-- I
w: : 'r1'
r-. . --. -W' II~ -<I II
~..l . G ~I'. .1/ W. I ~:{
llL}(f '1 I I
~[- .' h.. r{r =1 - ~,
~~ .' /AI i I I "
I ~~,-"". L!-l_.~' _J .... _ --L I
~lv -~---- I .fG l ~~ F~~-~c, ~
,f[~A [[. (\ la-~"
II~g,~l ~ I~g/"i' .
I. I~r.\. I ~. ~ I~r.\ I "
/ If:~ ~ Ij:JC ~J \
././ L.~A~J L.~1_ J ,
;' . \
~",,/ ~
--....---.....----
rw
\
,
'~
~I
ll"~
=1~
~LlJiRfD ...~
GAR OOOR '0
OPEl\.ER .
~lUlR!O .J~
GAR DOOR '0
OPEl\.ER
r-------------------------~
I I
I I
I I
t I
I I I I
I I
,-: I I ~ I
l~ j I \1 I
I I I I
I I I I I
~----~-------:.~---------=---~ Foo~ --~~--~----~~~--~ -=
r-------------------------,
I I
I I
I I
+--
I
~ITl s ~ E.C 't_~~_C A_l.
. . ~
F'LAN
'.
1,0, ,
<'
..':;;" :')~~i;~..>:.:. ;.:~
, .
.'Ji ' ~;'~ / ~.:~
i-'
, ,...
,(
.,
.. .: -;:.";~ " :'"-: -
} ",'.., ~
~~,.~ ; 1: ,; /Ii. - , .
-= ,. . "
.(" k
...."
..." \
~~-f
, \ \
I \ \
J I \
I '
,....-
I
/
~
~
, ..... -
,/
/ /
I ,
1
,
\-
,
\
\
\
\
,
,
~.., I
&~ I
TO FRONT I
~o&r
I
,
I
\
\
\>-
,>
(\ ."
wp,
GF~
{
<rr
~
@
....
/
I
t=
\
\ I
~
/ ....1
./ I
/
./
./
,,;'
-""
rr---:
I
I
I
I
I
I
1
I
~-==-=-=
Ir
\0
,
r----, ,
-...... IOKY I
~f6HTI
ll- _.J
J
/
~
~
~
L~~ = = ~~!r
=l..I!CT~ICA1.. NOTE€>
ALL UJORKMAN6~IF AND MATEFialAL5 6~ALL CONFORM TO ALL
AFFLICABLE CO.DEeeUCl-1 Ae T~E NArlONAL ELECTRICAL CODE,
LOCAL ORDINANCE& AND FOWER COMPANY REGULATION6.
eueCONTRActOR 6~ALL 6E ~lceNeED. CARRY ALL APPLICABLE
IN$URANCE, ANO ~AVE A CURRENT COUNTY OCCUPATIONAL LICENCE.
5U6CONTRAcTORe Sl4ALL INCLUDE ALL 6PECIAL FEE5 AND PERMIT6,
LASOR AND MATERIAl... EQUIFMENT AND ELECTRICAL ENGINEERING
NECE55ARY TO FRovlDE AN AFF~OVED WORKING 6YoTEM.
LI6J.4T FIXTUREe EXCLUDED ExceFT FOR FLOUREecENT FIXTURE6
AND REcEeel::D L1614T5.
ALL ELECTRICAL 5WITCHEo,
OUTLETe, eTC. TO BE: MOUNTED
ABOVE T~E BAae FLOOO
ELEvATION. (SEE eliE PLAN
FOR BAas ELeVATION)
---.-,-- .=-- ----====--....:..====..--==:..J
INier-<IO~ eI...ECi~ICAl. OUil.Si 1...0CAilON€>
~ WALL 6AACKET LIC.><T
PADDLE PAN OOJITC~
(LOCA Hi OveR FA~
LI6HT OOJITCW
. r EXT. ro~cl-4 Llu~T
~c CARRIAGE
~
-~------L--
---
---
DlRLex OUTl..l!r AT
/ KITCHe:N COUNT.e~, REFRiG..
WAeHER ANO ClARAae OUTL e T&
- () I Dl,.;PLEX OUTLeT AT
Ii VANITY COt.NTER
e
· ~~~DAAO
r~\EX ~TLET
L !GHT e.u;tTC~
Q
N
I hemby rorMy thft.t I hava p&lfcnnG1
thi9 ritiacfl;)(j design and it is h.
Gcm~:Ala:nc".) w'ith St3ct:on 1205 of tile
St:".tndaroj Buikiirl'J Ceoo.
SL..=Ci~ICAL. eYMeOl..& L..e~=NO
-<>- CEIL.iNa L!6HT
t RECEeeED CAN liGHT
'lV p~v Dt..eLEX REcEPfrCLE
. ~ n",v OJTLer
$.1. 1~"'V GF.!. OJfLET
q) &JJITCHEO Dl,.;PLex ~C.
Q) JUNC't!ONOOX
$ &iNGI..Ii PO\..I! ewITC~
,~ rH~a~~y Ll6HT e.wITC~
. <tb _~AAAG}J DOO~ OPs-.ER
,
.~
"
({. -.'"
~,' >:! s;..
" ~
1.',,-
.".- ~-
/
I
b
\
\. 1
'1-,
I I
I I
I I
II ,
I I
/ I
/ I
/ /
/ /
./ /
.// /
;';' ././
",."" /
",," ;'
--T ",,;,"
-- ~~ ~
I
\ /
~
\ \
\ \
\ \
\ "
\ \
\ \
, ,
, ,
\ '
, '
, ",
" "
, "
, '....
, --
" -
........
....-
---
~
~
ENGINEERING CERTIFICATION OF
STHUCTURAL COMPONENTS ONLY
CSJ
2"'''' Al"':p, PMiEL
):-----:(
-- .... - ... ....
,.,
/
I
~
\
,
"
,
,'. ,
'-,
.,..' , ...;
~fO FLUCRE5CENT
I.. 16HT
r------'
I
I I
L.._____..J
2'X 4' FLl..ICRE5CENT
L16HT
rr::a::n
TRACK Li6HTiNCs
CEILiNG FAN
~ --........-----
-~
;.,:..,
. -- - -------,
@ TEl.evi810N F-~ -W;RE
SZ TELEF'HO.'E PRE-W;RE
(!) e.~OKE ALAFiM
if1 FLoor:> LIGHT
. DOO~ BELL C~It-'E
/' -.... ELECTRiCAL. WiRiNG
~
L:ClHflEX. FA'i
dlfJ
----/;I-~)rJ
, "
,
<- '
...!;. .) ..' .
. ~
/" "f\
LLl
I-
~
o
(f)
z
o
(f)
5
w
Q::
tJ) tJ)
~~
o 0
N N
........" ........"
Q) Q)
- r---------
~ i:i:
-i w
.. >-
>- (J)
m 0
-~ ~
~ I-JJ
gs 0
.~
.t1..
::1
b
k.
~
c.o~
~~
c-,r--
I I
~<o
~O)
lI)~
I I
~;;
~()
ee
t: ~
at ~ ~
. ~ I ~ f!l~
tA (j) ~?;~~
~ Z ~~~~
m ~ ~:~:
~~I~
tl+ Itl ~~~~
gJ ~~~~.
t: 9 ~~~~
b -F ~ ~ 5
.~~t ~ ~
rJi:t ~ ~ b
8 ~
~
~
~
t...
~
~
~ ~
~ N
~ it
~
0.:
~
r<
~
~
.
o
z
(j)
fY
<.)
~
o
ill '~
Z I-
~ Z
[ 0
@ ~ ~
[ <.)
:J (L
C\
2
<t
--I
It
-I
<t
U
~
t-
O
III
_1
III
-
--
.-
n)
I
X
111
~l
It
':J
()
pr~OJECT NO,
~502
DWG NO..
; = 1.