HomeMy WebLinkAboutBIN B-5 PERMIT 4335
10"DIA
1/2 COL
(TYPICAL AT
GARAGE)
LL
.--- .
~
,
~
~
I
I
I
I
I
I
!@SIM
'"
""
FOUNDATION NOTES:
1. SEE SHEET SNI FOR TERMITE PROTECTION
SPECIFICA TIONS
2. A FOUNDATION SURVEY SHALL BE PERFORMED
AND A COpy OF THE SURVEY SHALL BE ON THE
SITE FOR THE BUILDING INSPECTORS USE. OR, ALL
PROPERTY MARKERS SHALL BE EXPOSED AND A
STRING STRECTCHED FROM MARKER TO MARKER
TO VERIFY REQUIRED SETBACKS.
I
r-
-
-
/
/
~
U
~
'"
fP\ fJ\ ~
~V ~V ~
--------- 3~4~-;;~;;;-:.~~-~:-; ~-~---------. >--~ -
# -= -= # """" ~
1'_811 V 16'.011 V 1'.811 1'-411
P:~~_Ie>~L FOUNDATION PLAN 6) ELEV. lIC'ffi
<> FOOTING SCHEDULE <>
t1K.. · 51ZE
Fl 2 '-IZ)'><2'-IZ)'
F2 2'-0'><2'-0'
>
:c
..,.
.
.
::\.l
D
...
:0
::\.l
..,.
...
D
:D
>
o
z:
-
....
.1-
a
=-
a
:1
z:
3
.1-
I
I
...
-
-
.1-
.u
...J
-
::>
:.>
;Q
~
::;)
....
::\.l
)Q
...
-
x
<
z:
z:
JJ
...J
-
....
d)
.....
lJ:)
Cl3
e
-
Cl3
.....
IlCS
a
-
~..-
REll-FORClNG
(1) "s . 0' O.C. EAC14 WAY
(I) "s . 0' O.C. EAC14 WAY
DEPTI-l
12' DEEP
10' DEEP
ALL WORK SHALL COMPLY WlTHALL
PREVAILING CODES, FLORIDA BUlLDIW]
CODE, NATtONAL ELECTRIC CODE AND
CITY Of ZEPHYRHILLS ORDINANCES
REVIEWED
MAY 2 62005
~~
~ ~ MIN, 1/8" IN WIDTH
~ IN DEPTH
" ': .~' ;:-[J.:~/' ~. 'A
. . .... '.. I
, '.., 4 ,'\ " '. "
, " '. ,4.,- ~
. ' . ' ----!.....-,~' .
I ., .
" ,
L FI~ISI\ED CO'<CRETE FLOOR
S.~ W CeT
~ ~ WELDED WIRE F~BR1C PER TYP. WALL S&:TION
t~."'.."I~-;-:r~. ., :~ ':#'; ~p... ~.A'.~
a;':.~r..'"":.:77.-:-:~;::~.: ~..,. . ..~~;-~ ~
I -~ :%; ~
..,.,. 1)0'" :,
oj~ ...
, ;
SAW CUT CRACK CONTROL
JOINT, CuT TO BE MADE
WITHIN 24 HOLRS OF
CO;\CRETE PLACEMENT,
CO.~CRETE
SEE GE.~ERAL ~OTES
~~D \-\IX REQUIREME~TS
FOR I'LACEMEN f.
.. ..... . ".,
. ."..
~
\
~'\oC
~
SA W CUT CRACK CONTROL JOINT
ENGINEERED PLANS
ON FILE
fi:\
ElEYW
eM.Y
@
. I
I I
I, ~',). ELEvATION ~
· ./ (.) "'-3 112" V-
l}l 6'-0 1/4" 2'-0 112" '.~ 11211 '/ 30'-\ 3/411 ,
I 1./ I
I R ~"''''"\) ~
J-0 IH7~S :
.~ ~~) ~ ~ U
I I ~I /"RE~~ ~ S ?/4'~.J.- I
l/r-TUB --" ~I/ t-lEwAD -'\.~ i I
FC=_-~/ ~"''''~.~~'''''''''''''''''''''~ '~~>, ----f-- 9Ci.~'---~---f-----~/-4 c ]---+-+-
I // I I'~, I ' I ./; ~" .
8" WIDE THICKENED / __L_ ~' I ~~ I ~
.1 ED6E WI (I) -.; CONT. , I / ,,\', I · -
i FOR 6l-lOUJER RECE&5 'l ~ I .' ~ \ , I - ~
I ~ ~~/('~ ()~, I I ~
I , f A \ '" '\f " )/ k 4" ( I
'II \ 51 J ~ 6'~' J, / I
; -.....::...;./' 13'.1111 ~ 1'-~I' .
I !'
I '" I
.: ~ I
I
I 4'-811 ~'.10" 4'.211 14'.211 I
'--t-I J L! I
! ,L____,_ --- I~ -- --- ~ I
II I D.II W. I 51 };--=-.:-.:--=- ,
I I I II I '-...: ::./" ! REF. I ,C\) I
L~____~______L_____________ - --~------i-----~~ ~~, I
:i~-- !-----l:--I-lAN5EN I I I', '1 I
I x~-OJAI.I.c:r - BOX -------------""-,-- I ',,' ~ It r 'l -k
· (t~J "I' -= I ~ :" ~.~ t: ~13.
't-j I r-J- - - - - - -=:- ::75<~tl: ~
H.B.:LL - i 6'-011 3'-011 ~'-01' I '~, ; m !@V,c,---w;-+-.
'I . ) E LEv A T I ON -.....::...;./' I
' (.) 0'.3 1/2" =r . I 1 . r;- "8
, \ f- I I ~ lI'I tUI
v LL I I ~ti)
f- ....... I I I
.-------.H------~~i._:---.---t -TFf ,
, ~- __J_ Y.-----'r------:::.. ~
I (p I I " 'I
- I . .. ------ ------il~t, t"
-~i---------- ----------+- '1-
I \\ I I I
I 18'.011 \ \ 8"1 6'-211 I I~
I ! I I'
~ BRICK l!~
: ~ F~VERS I I
I 1- · +-~
C\) I I
I I
I I
I 1= ~
I I~ '
I ,-' ~
I I~
I ----" .
I ' I
---U " /~
~;~~-------------~:~~
"
\I)
~
gg
Q
2$t1'I ~
1:)( _
&~~
~<t ~
<t '- <t
~.tO
3~ &!
.Jj[ .
irl It Ii
~~~
.J8 Q
1 '
~
.
~
~
,
~
~
.
~
("-.I
.
~
~
,
~
~
,
(p
II)
~
I
II)
~
,
~
~
,
~
~
I
~
~
,
~
,
C
C'I
,
,-('\
(p
I
'"
\'-\011
13'.8'1
2'-~1I 2'.0"
40'.0"
12'.4"
FILL CELL WIMAOONRY MIX TO-
COVER PiPE. (AF'F"ROX. 3 COU~e)
NO VERT. REBAR REQUIRED
3'-iZ>x3'-",'~
AlC PAD \
~
14'-0"
2'-611 2'-0"
3'-0"
2'-0"
2'.4"
,'.10"
2'-4"
2'-411
8" t.hlcken eclC1e
-W / 1"5 cOl"l t..
J-~13.
.r--~l------+-~-----!l-----I!----I.---l: r--,;t --------- ---~/~------------- .r-- J__~--,~=J--,,----,..l----- ___L.:,.
r--------------------------I--' (L:'\ p ~ r- --- --------------------- ---,
I ~ W[~
I ~ ELEvATION
I ~ (.) 0'.3 1/211
I 13'.8" ; I'-Ie" MoO. 8'-211
'-r-! ~
I ,~IIJ0'
I -
. I - _
I I. I~
I '-J I l=-
Ii', "'. II 11IIII1
I -' 'I '~~ ____-..1
I
~-----------
i ~ ELEvATION AT "'.12>' (A66UMED
'f 3 112' MIN. (4' NOMINAL)
CONC. &LAB ON GRADE
WI oxo W1AxWl.4 ME&!-1 IN TOF
OF I 112' OF 6LAB OR 4'
FI6ER ME&!4 CONC. &LAB
OVER 0 MIL vAFOR BARRIER
ON CLEAN, WELL-COMFACTED,
TERMITE TREATED, GRANULAR
FILL
C\)
.
~
,
Co
,
2'-4"
J'.2" 01'
.
1./" ;- .
./ ~.~ I
I
I
i / I
12'.10"
\ 51 J I I
~ ~ I I
- 2.1S'5Dj~ - I I
AT AU INTERIOR ~ @Il.
5LA8 ~R5 c OC ~l I _,
(1W~) w -II I
~~ cjl!
f- ti) 10.
I ..
13.
n I
_ -. '+--- 6'.1011 I
I
I
~.
I
I
I
I
i I
I
-k
lJI
~
C'I
,
~
~
""
c<)
I
c
~
""
INDICATES 1 -415
VERT. IN CONC. MASONRY
6LK. FILl-ED OOLID WI
CONC., l-IOOK INTO 6EAM
A6V. AND FTG. 6ELOUJ.
II
I
I
I
I
~~
24'.4N
2'-611
j j
).~N
:
8"
n ·
-=' ~ -=t- I
I
I
I
I
I
I
I
I
I.
.
NOTE:
REfER TO ELEVATION6
FOR TYPE or COLUMNS
IN6TALLED AT ENTRY
TO EN6URE PROPER
FOJNDA TION REINFORCEMEN
eEFORE ANY CON6Tr;aJCTION
6EGIN&.
~ ~- f\'~
'T ~
,,'
4:" \ ·
\
\
2'-411
I
I
I fJVP\
I ~'_8N I ~^53J 411
L_____________________ ___ ~__ _____ ______.
.ii 3/4" RECESS FOR GAR DR \
-
-
...
-
~
,
-
-
1'-811
16'.011
1~'-4"
6'.211
1'.411
11'.1011
1'-811 1'.4"
1'.4" 1'-411
2'-8"
2'-211
40'.0"
ELEvATION A.
(-) ~3I7?V
~OUND~ l~ON PL~N
1/49 . 1'-09
1'-01' 9
~
'"
I
(i)
fA\
~
jc
~
.
~
~
,
~
'"
,
~
~
,
(i)
~
.
~
~
,
~
~
I
,
~
.
'"
Co
,
(i)
Co
,
~
~
,
II)
~
,
~
,
r-
II)
~
,
N
LATEST DATE:
L'I PROCESS
REVISIO;-.j DATE:
09/16/04
~
,
(p
II)
FILL CELL WIMA50NRY MIX TO
COVER PIPE. (AF'F"ROx. 3 COUROES)
NO VERT. REBAR REQUIRED
D 5AMUEL A. GREENBERG, FE.
D THUY H. I-lU"rNH, P.E. ~gln
D IRWIN J. BENSON, P.E. -4~lS8
~424:;
TO TJ.f BEeT Cf TI1E ~lNEERj5 ~ iW) BELIEF, TI-lE
5rnxWRfIL FLM5 iW) OFECflCATICNS W1A.. Y WITH TI-lE
A.ORIDA eAJILD~ COOE, 5ECTla11~~ FOR 12~ MPJ.l. 3 5ECOO
GU5T, ~ 'e' ww Z~ (2001 EDITICW.
THI5 DRAUJ~ iW) DE51GN 15 VALID FOR 121'1Ct1TI-l5 AFTER me
DATE 15 5k:1NEJ) iW) 5EALED.
516NED iW) 5EIUP FOR me 5rnxTtJR..1L PORTIo-( Cf THI5
DRAUJIN:i eM. .,...
DESCR1PTIO;-.j :
-~
l1)
a~
c
Q~j
OJ
~~
Noc
~
~
ro~
\J IN
()~
Uci'
d)Z
zffi
<t~
Q~
N
r(1,)
1fl(l1
~~
,01
<t:1fl
Q~
oc......
Ofi}
-1(1,)
lL"'"
I '
IX
u<t:
<t:lL
w
111
o
-1~
-1~
0-
lL~
<t:1fl
.'t
~~
~......
't~
c()~
X.
Ow
l11z
Q~
lLlL
..
111
III
~
1fl
't
~
0""
~H~
<I
~~
;!;as
~~
Cl"-
~;a
~g
~~
~i:s
~il:
~!
'Z~
!:jo=
~~
~~
"'>-
~~
w.-
~~
~g:
t3",
~:;
~~
b\'-
~~
@
~
~
@ ~ ~ ~ ~ a
~
D r!f) ~ ~ ~ ~
p
~ @ ~
@1 (t::l ~
d w w @ ~ @
2) \rl @ ~ ~ ~
@
d lI2
~ ~
g
@ I?
l:3
[!J
lI2 @
~ lI2 [!J lI2 ""
[!J
@ ~ g 2S c:!J
[!!] l:3 ~ [!J @ ~
= g ~ @5 [?
@5 ~ ~ @ @ @
= @ @ @, [?
dl
~
DATE:
06-1l5-02
SCALE:
AS NOlrlE:D
DRAW:'II BY:
[8~!L!L VANCE
ALJTOCAD FILE ;-.jA!-.1E
11827
E;o.;Gl~EER OF RECORD:
DANSCO
ENGINEERING. P.A.
SHEET DESCRiPTION:
FOUNDATION
PLAN
~
,......:._..1.....
WALL LEGEND
. INDICATES FILLED CELL wi (1) #5 VERT.
~/////////~ INDICATES TOP OF MASONRY @ 8'-0"
rIIIIIIIIIII.II INDICATES TOP OF MASONRY @ 8'-8"
I.-=~-: : j] INDICATES SHEAR WALL
~ INDICATES INTERIOR BEARING WALL
STRUCTURAL NOTES
CD
CD
PROVIDE (I) -S CONT. IN FILLED PRECAST LINTEL
AND (i) -S CONT. IN FILLED KNOCK OUT
BLOCK ABOVE
CV 2 x 0 I-IEADER WI 1/2' PL ,(WOOD FLITCt-I USING
(i) SIMPSON LSTAI8 AT EACI-I END. PROVIDE
(2) 2 x 4 B.u.C. WI (i) SIMPSON L TT200 AT BA5E.
o
8)
PROVIDE (i) -S CONT. IN UP5ET FILLED P. LINTEL
(2) 2X8 BEAM (INSTALLED FLAT) WI SIMPSON
!-llJ5C48 CONCEALED FLANGE I-IANUER il EA
END WI (4) 3/10' , x i3~' TAPCONS . o-liZ'd NAILS
(T.O.e. il "-0' AFF.J
o
(2) 2X8 BEAM UKI) 51MSPON L5TAI8 il EA END.
PROVIDE (2) 2X4 P.T. CRIPPLE STUDS W/(i) 5IMP50N
META2iZ' il EA. BAOE. SPAN BEAM FROM MA50NR'(
WALL TO MAeONR,( WALL
NOTE: ATTACt-4 1 x
LEDGERS ON (3)
SiDES FOR LEvELING
SUPPORTS, TOP OF
LEDGER iil 18 112" AFF.
O.S.6. WI
DR'(WALL FOR
Ale SHELF
DR,(WALL-
TRUSS
"t
I
01
II)
2
A/e SHELF DETAIL
>
:c
..,.
>>
:D
::\.l
:0
T,)
:0
::\.l
..,.
....
D
8
>
o
z:
-
....
.1-
a
~
a
x
3
...J
J..
,
.
FLOOR PLAN NOTE5:
1. 5EE SHEET 5N2 FOR COMPONENT 4 CLADD ING
DE51GN PRE5SURE TABLE.
2. SEE SHEET 5DWl 4 5DW2 FOR DOOR AND
WINDOW T ABLE5 AND IN5T ALLATION INFORMATION.
3. ALL PLUMBING, ELECTRICAL, AND MECHANICAL
ROUGH-IN5 MU5T BE COMPLETE, IN5PECTED, AND
APPROvED BEFORE REQUE5TING THE FRAMING
IN5PECTION (PER FBe 105.0).
4. *-DENOTE5 EGRE5S WINDOW
::\.l
-
-
.1-
.u
...J
-
:>
:.>
;Q
~
::::a
....
::\.l
:lO
...
-
X
<
z:
z:
J.J
...J
-
'-
~
-
."
Cl3
e
-
'"
.....
IlCS
a
-
..
~
IN PROCESS DESCRIPTION :
LATEST DATE : REVISION DATE :
09/16/04
-~ ! ~ W
3'-3" ~ 5'-4" ~
'f ~
CN roc
~ WIND V ~
~ tD ~
;'1 PLF
-J
O{l 0 00 roc
-w 1-=
-J3 <:1: CO ~ ~ ~
[l0 -JI
IL- I
oJj _ U) - 10
<:1:, ~ N
n:l , N
~ ~ \J N
l- lL
0
& 2-4x6-6 PKT.
3
- ...... ...---. _~_._..-. ~r
13'-8"
l1'-b"
40'-0"
12'-4"
14'-0"
~'-b"
4'-b'l
12'-0"
-
C
FILL CELL WIMAOONRY MiX TO
COVER PIPE. (APF'ROX. 3 COlJR*5)
NO VERT. REBAR REQUiRED
UJ/4'REVEAL5
TOPe . 51DE5
3'-0x3'-0"
AIC PAD
1/2 5 51-1.
1-1 . AT 0'-6"
*2
I-ID. AT
1'-2t
BR.2
1iZ"-3"x11'-iZ''' 'f
I
6'-0" FLAT CLGr-
11'-0"
vAULT AULT
~+-----(>o
3:1213:12
SIM.
PORCH ~
13'-I"x8'-0" -'
r
8'-2" CATI-I. CLG.
13'-811
MAS
01
I
U)
I
II)
ill
~--
-
r
I
vAUL TvAULT
-=tI2~ ~
"t
~
I
<.\)
N
-
~
-
N
I
'"
"t
I
'"
L~ I~
':I.' 12"~
~ - 4 3
I~
I~
~
I
'LEISURE ROO
I 14'-~"x25'-4"
CA TI-I. CLG.
,
I
~
I
~
::.ft \9
<t -' -1
3(\)0
WLO IL=
wO --l;-
Z (ll- W-'
~ IL ::r (\)
<.1)1-
1-<:1:
00..
0..0
I-
BR. 3-~
1iZ"-II"xll'-4" _I
vAULTED CLG. ~
-1('
"t
I
II)
12'-b"
~
I
-
r
II)
"t
I
1'-~"
01
II)
l' -1" RlS
~
I
.OJ
Jj~
U\I-
"'<:1:
ci
::r
KNEEWALL ~ 42" AF F.
WI TEMP. GLASS SI-IOUJER
ENCLOSURE ABOVE
I I
-
~
I
-
~
(3)2X4 rr:
B.U.c. ~
POT SHELF- <.\)
TOP AT 6'- "
BOTT. AT l' 0"
b'-b'
(2) 2Xo
I-lEADER
0'
I
DINING
13'-2"xliZ"-iZ'''
'I AUL T CLG.
BRKFST
vAULTED CLG.
------
5-0x6>-6
b'_b,i3FD
13'-10"
"
II)
~
~S
o
2S '" ~ I-IANSEN BOX-
1:)(-
~~~ III-
~&~
"Ilk:
'-'''I
~ .10
3~~
--l j[ .
--l ~
ti~~
:1so
u:: z
rI:= I
<:1:0~
3{lr-
GILO I
{l~1-
<:1:-=
a::~1
<.I)r
I IL =
lul't
::rOJ
<.1)1-
1-<:1:
I~&
I-
~
I
~
~ot
U\~
"'I-
'<:1:
'" .
*~
o 5AMUEL A. GREEN6ERG, P.E. ~424:;
o THUY H. HUYNH, P.E. ~0122
o IRWIN J. 6EN60N, FE. "4~lS8
Wb
~ -
& b'-101
~ TOYER ~
~~
,<:1:
~.
xl(l
~IL
,
'"
-
~
I
FILL CELl- UJIMAOONRY MiX TO
COVER PIPE. (AFPROX. 3 COJR*5)
NO VERT. REBAR REQUiRED
RYWALL RECESS
, VENT TI-lRU WALL
1~'-0"
2 "X4" LOAD-
BRG WALL
~I(lCo
_I LL _,
~(l~
<:1:1-
~w '1:
,--l ,
- 0 ()
'" ::r
"t
I
II)
N
~
o
~-
-
N
I
INDiCATES AREA OF
MODIF;ED TRUSSES I"" '
FOR AIC SI-IELF - G
SEE DETAIL
GARAGE
18'-0"xl~'-iZ'"
,--,
L ~
<.\)
I
01
ATTIC
ACCESS
22x30 MiN.
"t
~
I
~-
13'-10"
BR.4
10'-8"xll'-6" =
6'-0" FLAT CLG. ~
<.\)
'-J
"t
I
-
N
1'-8"
10"
SEE ELEvATIONS
FeR nPE AND STnE
Ib'-0" COLUMNS AT ENTRY
4'-8"
'-4'
* 3:; SI-I
I-ID. AT 6'-6"
'-4'
1~'-4" ~'-2"
40'-0"
11'-10"
FLOOR Pl~N
1
2-[
~ ~~~ V 3~
TO Tl-lE BE5T Cf me ~INEER'5 KNOlllEDGE AND BELIEF, me
5TRUCruRAL PLN-i5 AND SPECIFICATICNS W'1PL Y WITt-l me
R.ORiDA 8UILDIt-tJ CODE, SECTION Ib0b FCR 120 MPH 3 SECOND
GUST, EXP08JRE '6' WIND ZGNE (2001 EDITICNJ.
Tt-l15 DRAUJIt-tJ AND DESICiN IS VALID FCR 12l'1CNTI-l$ AFTER Tl-lE
DATE IS SI6NED AND SEALED.
SI6NED AND SEALED FCR Tl-lE 5TRUCTURAL PORTION Cf Tt-lIS
DRAUJIt-tJ ONLY.
1/4' . 1'-0'
- ~
L.()
a Q)
(j)
()
QC c
(/)
(/)
(j)
C E
0
...c:
tj
N
rG;)
11)01
~~ .....
i!'
,01 ~~
O~ <t11) ..c,
()~ 0:.
ji....... <5~
l) ~' O~ n
-JG;) <3<1.
lL'-' i3!:::2
(1)- , I OiX
~::>
zal IX ~ra
o<t 1315
<{IU <tlL ~ I=i!'
W ~~
Z In 11)
;- ff:s
O~ 0 . zi5
-J~ In !:so:
-J~ u
ill o- w :;@
(L~ ~~
<t11) "'>-
1;- (S~
~~ ~b
a~
Q~ ~&:
't- t3",
""G;) i~
'-'
X, ~i5
Ow t1~
Inz i!'13
,0 @
QI
(L(L
@R)
~
@
D
[?
~
d
2)
@
d
~
@
~
~
@5
~
~ ~ ~ ~ ~
. . . . .
~ ~ ~ ~ Q'i)
@l ~
@4j [i::J [fJ
~ ~ ~ ~ ~
Ii? @ @l ~ @!]
~
@5
I?
~
~
@ eEl
<II ~ ~ <II
@ @ @5 2S d
~ ~ ~ @ ~
= @5 ~ @5 p
~ ~ @) @) @
= @ @ @, P
dl
DATE :
05-1]5-02
SCALE :
AS N01rED
DRAWN BY :
[B ~ IL.IL. VA!NlCE
AUTOCAD FILE NAME
1]827
ENGINEER OF RECORD :
DANSCO
ENGINEERING. P,A.
SHEET DESCRIP110N :
lFlL.OOlA
!PIL.AN
2
T.O.M.
>
:c
..,.
>>
:8
::\.l
:8
D
:lO
::\.l
..,.
...
D
:8
>
o
Z
....
.1-
CI
~
a
<<:
,
:..
.u
...J
.u
,
,
<C
~
-
-
.1-
.u
...J
-
::>
:.>
;Q
~
:::a
....
::\.l
:0
...
-
x
<<:
z
z::
.u
...J.
-
....
a>
.....
co
~
-
~
.....
~
a
-
..
2J
RIDGE VENT
SHIN~
~OF
STUCCO
FINISH
12
15
LINE OF INTERIOR
MA~~~~T BA~.
3L---__
12
DECORA~ 0
~ISH 0
FLOOR LINE
El
FINISH FLOOR LINE
ADE L1N~
ASSUMED)
~
,
~
m
~
DECORAT~
~ISH
DECORAT~
~ISH
~
I
~
~
,
RIGHT ELEVATION
REAR ELEVATION
SCALE: 1/8" = l' -0"
SCALE: 1 /8" = 1'-0"
FAMILY
ROOM
MASTER
BR.
B .
~
I
~
DECORATIVE
FINISH
SECTION
SCALE: 1/8" = 1'-0"
AA
BACKNAII- WI (2) 16d NAIL5
2'x4' OUTLOOKER " 24' OIC
IMPecN 1-13 CLIP
INGLE 2'x4' TOP PLATE
END NAILED WI (2) 16d INTO enJD5
. (2) 16d TOENAILED INTO OUTLOOKER
2'x4' CR055 6
AT RIDUE FA5
AT EACI-I JOINT WI
(2) 1iZ>dx3'
51MPSON &Pl
51MP5ON 1-I1iZ> OR EQUAl..
. EA OUTI-OOKER
2'x4' KNEE WALl- WI 5nJD5 . 24' OIC
, C.'(POOH WALl- 60A
(2) 16d TI-lRO..JGI-I n::.aJ55 WE 2) lod TI-lRO..JGI-I 6LOCKING
/ 2'><6' P.T. 51LI-
2'x4' 'j' ON TOP C4" PANEL
BLOCKING. FAaTEN WIT !;/~' OR 1/2' CEILING DEN5E /
liZ>dx3' . 4' OIC ClYPOOM WALL 60ARD FAaTENED ~
WITI-I 6d COOLER NAIL5 OR 1 1/4' LONG
DRYUJALI- 6CREUJe COMPLYING WITI-l AaTl'1 CIiZ>iZ>2
FOR FIReT ~'-iZ>' FROM END WALl-
" 4' OIC TYPICAL
(2) lod
NT. 2'x4' END NAILED llJ/ (2) 10d
. EA 5nJD
2'><4' DIAGONAl.. BRACING. MID-I-lEIClI-IT
WI (2) 16d PER ~CTION
'I-' 6RACE TO EXTEND " LEAeT
W% C4" WEB LENCITI-I (&EE TABLE)
2'x4' CONT. BLOCKING
WI (2) 16d PER JOINT
elMPeoN 1-13
2'x4' C.ANT. . 24' OIC
51MFOON MT518 TWI5T 5TRA
FROM eEAM TO COLUMN
(2) 51MFOON META2iZ> ~
6 BA5E OF COL. ~
ALUMINUM eoFFlT
VAPOR BAF<:RIER UNDER ClA6LE
~5 6OTTOM CORD (ROCf'ING
PAPER OR ROCf' CEMENT)
51MFOON ABE44
COLUMN BASE WITHOUT
ANCHOR5 TO MASONR.Y
COLUMN SELOUJ
NOTE,
&EE ClA6LE 6RACING DET AIL5
FOR ADDITIONAL. ClABLE 6RACING
I~ATION
1/2'. .ANCt-1OR 601- T " 32' O.C.
MINIMUM 0' FROM PLATE 5PLICe5
WI 3/16'><2' DIA PLATE WAeI-lER
WOOD TO MASONRY COLUMN
SCALE; 3/4'=1'-0'
< > ROOF vENT 6C~EDULE < >
Verlf~ with Genera I COf1tractor a II roof vent 10catfOf1S,
'1uantitles, and &fzes. Roof vents &hall be Installed
for a m[(I(mum of vented area a& Ireted below:
Mark LocatfOf1 Off rrdee vents or 60fflt Vent
e'1lJd I &~&tem (&'1. 1(1) (e'1. 1(1)
RVl let Level 140 140
Roof
TO T1-IE eE5T Cf T1-IE OOIteR'5 oo.Ll.EIXi ~ eELlEF, Tl-f
5~ ~ AM) &A:CIFICATIGt-l5 cct1Fl. 'T' UJlTl-l T1-IE
R.ORIDA aJlwm CODE, 5ECT1Gt-l1~% FOR ~el H.P14. 3 5ECCW
GUOT, EXf06IJF!f '8' UJIND ZCN: (200t EDITICW.
Tl-l15 DRAWm AM) DE516N 15 VALID FOR 12 MGt-lT1.J5 AFTER T1-E
DATE 15 5IGNED ~ 5EALED.
516NED AND 5EALED FOR T1-IE 5m.ciURAL ~1Gt-l Cf Tl-l15
DRAWm 1J'l'T'.
LATEST DATE: IN PROCESS DESCRIPTION :
REVISION DATE :
09/16/04
J
12
51
RIDGE VENT
SHING~
~OF
T.O.M.
DECORAT~
~ISH
B
~
,
~
DECORAT~
~ISH
FINISH FLOOR LINE
GRADE L1N~
\ASSUMED)
LEFT
ELEVATION
SCALE: 1/8" = 1'-0"
~ ~
L[)
a CJ)
Q)
()
EJC c
VI
~
VI
Q)
C E
0
...c
-
~ W
~
~
N OC
~
~
00 OC
/ 1 x6 F~n~IA ~
W DRIP 5
(TYP I CAL OJ
\J ] N
T.O.M.
't
I
::-
[HE
DD
DDD
DDD
g
FINISH FLOOR LINE
GRADE LINE
FRONT
SCALE: 1/4" = 1'-0"
"A"
ELEVATION
. BEAM, 5EE PLANS
&EE PLAN FOR AMOJNT .AND
LOCATION 0: RElt-.FORCEMENT
NOTE:
e'xl6' UNITe MAY 6E
U&ED LNLE55 WOOD COLLt1N
Ie FRAMINC:s ON TOP 0:
COLIJ1N
24'><24' OR 16'x16'
MMONRY COLIJ1N
FilLED WI 2~~~p61 co-.IC.
F.T. DeL. 2 x 4 SUC.
ATTACH 2-PLIE5 ON EA. FACE
WI liZ>d NAIL5 e 8' o.c.
EE ELEV. FOR FINI5H
5TYRO FOAM LURAP
AT R.OUND COLUMN5
TYPICAL MASONRY COL.
SCAlE; 3/4'=1'-0'
o &AMUEL A. GREENBERG, F.E. -:3424S
o n-lUY H. ~UYNH, P.E. ~0122
o IRWIN J. BEN50N, F.E. "4~1S8
CANTILEVERED GABLE END BRACING DETAIL
SCALE: N, T. S.
N
:n~
~~ '"
0;
O~ ,01 ~8
~If\ N
01 ..:,
~.
~~ ..s[!J
Uci ;;1;05
~~
--l(() "if
U)Z LL'" 3>:2
, , obj
Ol~
zffi ::rX ~~
U~ ~l5
<t~ ~LL ~ >-0;
W in n
lfi 't if~
Q~ 0 . !z:lS
--l~ lfi ~'"
--l~ u
W "'~
ill 0- o;~
lL~ "'8,
~If\ ~'"
"'>-
.'t t;~
~~ ~ti
Q~
~~ ~~
't- 1:3:;;
"'(() ~~
'"
X' ~lS
Ow bj....
",3
lfiz 0;13
'0 @
~it
~
~
@ ~ ~ ~ ~ a
I!!:,
CJ a a ~ ~ a
[? i!'.V l!V (!i)
~ @ ~
~ (FJ [t:J
d w w @ l'i) GV
2) '\? ~ @ ~ (JIJ
@
d ...
~ ~
rg
@ I?
~
~ ... fm ... '"
...
@ lil rg 25 <:::!J
[!!] ~ ~ (!!] @ ~
= rg ~ rg IJ:=o
@5 ~ ~ @ @ @
~ @ @ @, IJ:=o
~
./
DATE :
05-1l5-02
SCALE :
AS NOTlE!D
DRAWN BY :
[8~1L1L VAINlCrE
AUTOCAD 8LE NAME
11827
ENGINEER OF RECORD :
DANSCO
ENG~NEER~NG. P.A.
SHEET DESCRIPTlON :
E[LEV iA" lr~OINl
lPl.AlNl "iliA,,'lV
3A
(OUTRIGGERS
SEE DETAIL)
RIDGE VENT
SHIN~
~OF
12
15
T.O.M.
EJ DECORATI~
FINISH
FINISH FLOOR LINE ~
AA~SEU ~kND~
I::r
DECORA~
~ISH
b
,
d;)
~
I
~
RIGHT
SCALE: 1/S" = 1'-0"
ELEVATION
JOINT5 IN eHEATI-IING -
MIN. o'-iZ>', MAX e'-iZ>'
oeE 5TRl.JCTURAL NOTE5 AND NAILING
5CHEDULE FOR eHEATI-IING DeTAIL \
51MP5ON 5Pl
51MP5ON I-IIiZ> OR EauAL
. EA OJTLOOKER
2'x4' KNEE WALL WI 5TUD5 . 24' OIC
2'X4' DIAGONAL 6RACING . MID-I-lEIOOT
WI (2) 16d PER CONNECTION
'L' 6RACE TO EXTEND . LEA5T
W% 01= lJ.E6 LENGTI-I (oeE T A6LE)
2'x4' CR055 6
AT RIDGE FA5T '
AT EAC14 JOINT LUI
(2) IiZ>dx3'
STUCCO
FINISH
~5
T-73-
~
I
d;)
LINE OF INTERIOR
VAULT AT
MASTER BR.
T.O.M,
DECORATI~
~ISH
FLOOR LINE
~
I
d;)
REAR
ELEVATION
SCALE: 1/S" = 1'-0"
(2) 16d
NT. 2'x4' END NAILED WI (2) 16d
. EA 5TUD
FRAMED, LATHE
AND STUCCOED
I d T OCK c:."f05UM WALL eoA
(2) 16d TI-lROl..lc:.I-l iRU55 lJ.E 2) 0 I-lROl..lc:.I-l 6L ING
V 2'Xo' P.T. 51LL
2'x4' 'T' ON TOP 01= FAN.EL
6LOCKINc:., FA5TEN WIT s/e' OR 112' CEILiNG DEN5E /
1iZ>dx3' . 4' OIC c:."P5UM WALL I30ARD FA5TENED -.I
WITI-I ed COOLER NAIL5 OR 1 1/4' LONG
DRYUJALL 5CRELU5 COMPLYING WITI-I A5TM C1~
FOR FIReT e'-iZ>' FROM END WALL
\I 4' OIC T'rFICAL
ALUMINUM 5CffIT
VAPOR BARRIER UNDER GABLE
iRU55 eoTTOM CORD (ROOI=ING
PAPER OR ROOf' CEMENT)
NOTE,
oeE GAeLE 6RACINc:. DET AIL5
FOR ADDITIONAL GABLE BRACING
I~ATION
112'. ANCI-lOR 1301. T . 32' O.C.
MINIMUM 0' FROM PLATE 5PLICE5
WI 3/10'><2' DIA fOLATE WAeI-lER
CANTILEVERED GABLE END BRACING DETAIL
SCAlE; N.T.S.
2x4 @ 24" O.C.
DROP GABLE
IX
GABLE END
TRUSS
STRUCT. SHEATHING
>
:c
..,.
D
9
::\.l
..,.
D
::D
::\.l
..,.
....
IX
1 \2" DRILLED ANCHOR @ 4' -0" 0.C.2xS
2x12
16d NAILS @ S" O.C. (TYP.)
STYROFOAM PROFILE
2x10
1/2" MIN. GYPSUM
CEILING DIAPHRAGM
S" BLOC
D
9
>
<>
z
-
....
.1-
t.]I
=-
a
:c
,
>
J.J
~
J.J
I
,
:c
n
-
o ET A I L
@ OUTRIGGER
SECTION
SCALE: N.T.S.
-
.1-
J.J
..J
-
::>
:.>
;Q
~
=a
.....
::\.l
:0
...
-
::J:
<
Z
Z
JJ
...J
-
....
Q)
-
lJ:)
Cl3
e
-
IlCS
-
IllS
C
-
:.!:'
B MASTER
BR.
FAMILY
ROOM
;
,
d;)
SECTION
SCALE: 1/S" = l' -0"
SIMPSON MTS18 TWIST STRA
FROM eEAM TO COLUMN
(2) SIMPSON META2iZ> ~
~ eASE OF COL. ~
SIMPSON ABE44
COLUMN BASE WITl-tOUT
ANC+-lORS TO MAOONRY
COLUMN eELOW
B ,
AA
. BEAM, SEE PLANS
P.T. DeL. 2 x 4 6.U.C.
ATTACl-4 2-FLIES ON EA. FACE
WI liZ>d NAILS ~ 8' O.C.
EE ELEV. FOR FINISt4
STYRO FOAM WRAP
AT ROUND COLUMNS
WOOD TO MASONRY COLUMN
SCAlE; 3/4"="-0'
LA TEST DATE: IN PROCESS DESCRIPllON :
REVISION DATE:
09/16/04
12
5,
RIDGE VENT
SHIN~ ~ "<t
~OF l[)
a (j)
.-
(j)
()
B8 DECORATI~ QC c
.-
(.I)
FINISH
~ (.I)
(j)
FINISH FLOOR LINE C E
0
...c
GBADE L1N~
ASSUMED (OUTRIGG~RJ ~
LEFT SEE DET IL
ELEVATION
SCALE: 1/S" = 1 '-0"
T.O.M.
~
,
d;)
DECORAT~
~ISH
~~
(NfOC
~
~
OO~
\J N
RIDGE~
VENT
1 x6 FASCIA STUCC
w/ DRIP EDGE FINISH
(TYPICAL)
N
r~
1fl0"l
~~ ~
()~ 0'"
, ~~
<tlfl
Q~ .c;1
<1..
OC"'- d~
U ~' ;;!;!!l
o~ t:3~
-l~ za::
<3<1.
U)Z u...'-- i3S<l
, , ~~
zll IX ~~
lU O<t ~i5
<{~ <tu... ~ /:;;
ill in ~~
lU 't il:i5
Q~ 0 .. !z~
-l-s> lU !:/'"
-l-s> u
ill ...~
0- ;;8
lL~ ~~
<tlfl ~~
,'t VI
~-s> ~b
~~ o~
~a::
t3~
~~ j~
'--
x' g~
2~ bj~
...i3
;;;3
,0 @
QI
lLlL
LINE OF INTERIOR
VAULT
6" BANDING
STUCCO
FINISH
~5
DOUBL
OUTRIGGER K~STON5 +0'
(TYPICAL~ TYPICAL
E DETAIL B ( + 12") F.G.
D DDDD
DECORATIVE DO DODD
FINISH DDD DODD
gg gg
GBADE L1N~
ASSUMED
4" BANDING
H
"'
@R)
~
@ ~ ~ ~ ~ a
C!!,
D . . . <!i) a
[? ~ I!:V I!:V ~
~ ~ ~
[l::J [F:J
d @!]
w w ~ ~ w
2) \? @ ~ @) ~
@
d co
~ ~
rg
@ I?
~
I!!l
Cll @
~ Cll (!!J Cll I%l
I!!l
@ @ rg ~ c:!J
[!!] ~ ~ (!!J ~
= rg ~ rg [?
g ~ ~ @ @ @
=
<::!l @ @ @, [?
~
./
DECORATIVE
FINISH
FRONT
SCALE: 1/4" = 1'-0"
"B"
ELEVATION
SEE PLAN FOR AMOJNT AND
LOCATla-I Cf REII'-FORCEMENT
NOTE:
~'x16' IJ-.lIT5 MAY BE
UOED lM.E50 WOOD COLLNN
15 FRAMING ON TOP Cf
COlLNN
< > ROOF vENT SCI-iEDULE < >
Verlf'~ with General Contractor all roof' vent 10catIone,
qUdntitlee, and efzee. Roof' vente 5hd11 be fMtalled
f'or a mfnfmum of' vented area ae 11eted below:
Mark LocatlOl"i Of'f' rIdge vel'1te or oof'f'lt VeI'1t
eG\Ud I e8etem (eC\. in) (&C\. In)
RVl let Level 140 140
Roof'
24'><24' OR 16'x16'
MA5a-IRY COlLNN
FILLED LUI 2~00p$1 CONe.
TYPICAL MASONRY COL.
SCAlE; 3/4"="-0"
DATE :
05-1]5-02
SCALE :
AS NOTE[)
DRAWN BY :
[8~LL VlA~CE
AUTOCAD ~lE NAME
1]827
ENGINEER OF RECORD :
DANSCO
ENGINEERING. P.A.
SHEET DESCRIPTlON :
ElLEVI A T~OINl
[PLA~ 'lP[8'i'
38
o 5AMUEL A. GREEN6ERG, PE. ~424S
o THUY H. I-IUYNH, P.E. ~l2'ln
o IRWIN J. 6EN50N, P.E. -4~lS8
TO mE 6E$T ~ ~ ~lNEERj$ KNOJ!.EOOE iW 6ELIEF, ~
5mJC1'URAL ~ ~ e.ffCIFICATICti5 ca1PL Y Wl111 T\-lE
A.~iDA eJJlLDm UOE, OECT1~ 16~ ~ 12" MP11. 3 OECCW
GU8T, EXPO$(JFf '6' WIND ZM (2001 EDITICW.
1111$ DAA.lJ1N:i iW DE516N 1$ VALID ~ 12 MCNTl15 ~ T\-lE
DATE 1$ 51Ga) A'lD OEALED.
51GNEP iW OEALED ~ ~ 5mJC1'URAL PORTI~ ~ 1111$
DAA.lJI~ C+l Y.
RIDGE VENT
r SHIN~ 12
15
..- 12~ ~OF
?
T.O.M.
-
a m DECORAT~ II r B DECORAT~
~ a
I ~NISH (() ~NISH
(() I
-
~
I FINISH FLOOR LINE
"'-
GRADE LINE
(ASSUMED)
RIGHT
SCALE: 1 /8" = 1 '-0"
ELEVATION
RAFTER/RIDGE BOARD SCHEDULE FOR
CONVENTIONALLY FRAMED AREAS
RAFTlR SIZE MAXIMUM SPAN
2 X 4 6 FT.
2 X 6 9 FT,
2 X 8 11 FT.
2 X 10 14 FT.
2 X 12 16 FT.
NOTES:
1) RAFTERS MUST BE CONTINUOUSLY LATERALLY BRACED BY PROPERLY NAILED
SHEATHING OR BY 1 X 4 BRACING @ 24" O.C.
SIM,
2) MAXIMUM SPACING OF RAFTERS SHALL BE 24" O,C,
3) ALL RIDGE BOARDS SHALL BE 2" NOMINAL AND NOT LESS THAN THE DEPTH
CUT OF RAFTER.
4) RAFTERS SHALL BE PLACED DIRECTLY OPPOSITE OF EACH OTHER & COLLAR
TIES SHALL BE USED @ ALL CONVENTIONALLY FRAMED AREAS.
5) BEAM SIZES SHALL COMPLY WITH THE PRECEDING TABLE (U.N,O.)
6) RAFTERS SHALL BE STRAPPED TO WOOD BEARING W / ONE (1) SIMPSON
MTS 181 TO MASONRY BEARING W / (1) SIMPSON META20 AND TO RIDGE
BOARDS W / (1) SIMPSON H5 CLIP. UNLESS NOTED OTHERWISE.
10" DIA.
1/2 COL
(TYPICAL AT
GARAGE)
SCISSOR
TRUSSES AT
24" O.C.
FAMILY
ROOM
B . 3
MASTER
BR.
a
"t
I
(()
SECTION
SCALE: 1 /8" = 1'-0"
AA
..
Q
JOINT5 IN 5I-lEATI-IING
MIN. 0'_iZ>', MAx. 8'-iZ>'
BACKNAIL WI (2) 16d NAILS
2'x4' OUTLOOKER . 24' O/C
1MP5CN 1-13 CLIP
INGLE 2'x4' TOP PLATE
END NAILED WI (2) 16d INTO 5TUD5
. (2) 16d TOENAILED INTO OUTLOOKER
l:)
~
..
or
D
!it
~
~
5EE 5TRUCTURAL NOTE5 AND NAILING
5CI-lEDULE FOR 5I-lEATI-IINCs DETAIL \
o
D
51MPeoN 5P1
51 1-I1iZ> OR EQUAL
. EA OUTLOOKER
2'x4' KNEE WALL WI 5TUD5 . 24' ole
>-
~
!:
2 'x4' CR05e B
AT RID6E FA5T
AT EAC14 JOINT WI
(2) liZ>dx3'
2'X4' DIAGONAl.. BRACING. MID-I-lEIGI-lT
WI (2) 10d PER COl'lNECTICN
'L' BRACE TO EXTEND. LEA5T
W% ~ I1EB LENUTI-I (5EE TABLE)
i:
::JI
.
::J
:>
,
>-
U
.J
U
,
:>
.,
-
-
t..
U
.J
-
(2) 16d
T. 2'x4' END NAILED WI (2) lod
. EA 5TUD
:>
:>
.,
E
::l
C:I'rPauM WALL BOA
(2) 10d TI-IROJC:II-l TRUes I1E 2) !6d TI-I~ BLOCKING
/ 2'XO' P.T. 51LL
2'x4' 'T' ON TOP ~ PAoNEL
BLOCKiNG, FA5TEN WIT S/8' OR 112' CEILING DEN5E /
liZ>dx3' · 4' O/C C:I'rPauM WALL BOARD FA5TENED ~
WITI-I ed COOLER NAIL5 OR I 1/4' LONG
DRYUJALL 5CREUJ5 CCMPL'rING WITI-I A5TM C!~
FOR FIReT 8'-iZ>' FROM END WALL
. 4' O/C TYPICAL
ALUMINLN 5Cff'IT
VAPOR BARRIER LNDER C:lABLE
TRUes BOTTOM CORD (ROOFING
PAPER OR ROOF CEMENT)
...
'"
o
-
r:
c
.,
;;
U
.J
-
NOTE:
5EE C:lAeLE BRACING DET AIL5
FOR ADDITIONAL C:lABLE BRACING
Il'i'O~ATION
112', ANCI-lOR BOLT. 32' O.C.
MINIMUM 0' FROM PLATE 5PLICE5
WI 3110'><2' DIA PLATE WA$I-lER
D
~
Q
~
-
a
~
CANTILEVERED GABLE END BRACING DETAIL
SCALE N.T S.
a
::J
-
..
~
--.J 3_
12
B
~
I
(()
DECORAT~ 8
~NISH
NIS FLOOR LINE
REAR ELEVATION
SCALE: 1 /8" = l' -0"
6TRUCTURAL NOTE5
I'j'\ ~ (l) <<& ca-rr. IN FIlJ.E1') ~T LINTEl.
\V AtD <V 1& CQ{T. IN FIllEt> tQtx:K OUT
eLOCK AeO\1!
ENTRY
6'-6"x10'-4"
VOLUME CLG
I '-e;>'
'- '
PARTIAL
FLOOR
PLAN
1/4" = 1'-0"
D. BEAM, &EE PLAN&
&IMP6ON ABE44
COLUt1N BA6E UJlT~T
ANCOOR& TO MA60NRY
COLU1'1N BELOUJ
&EE ELEV. FOR FINI&H
&TYRO FOAM llJRAp
A T ROUND COLU1'1N6
&IMP60N MT&18 TWI$T &TRA
FROM BEAM TO COLUMN
P.T. DBL. 2 X 4 6.U.C.
ATTACH 2-PLIE$ ON EA. FACE
UJI llZld NAIL& ill 8' O.c.
(2) 6IMP60N METAZlZl ~
ill 6A6E OF COL. ~
LINE OF INTERIOR
VAULT AT
MASTER BR.
T.O.M.
~
I
(()
STUCCO
FINIST1\' sF 12
(Q\ \2~ -,5
\2~~DOU8L~
~p ~~8~l)
C- \ /
~II I ~D.' OOOl
'=
DECO~fJII~R~~ - - 0 0 ~ ODD ~
~~OOD ODD, I
gg" ggg'1"
RIDGE VENT
-r
12 SHIN~ :l
51
~OF
T,O.M.
~ DECORAT~ DECORAT~
I ~NISH ~NISH
(()
FINISH FLOOR LINE 1
J
GRADE LINE
(ASSUMED)
LEFT ELEVATION
SCALE: 1 /8" = 1 '-0"
1 x6 FASCIA
W/ DRIP EDGE
(TYPICAL)
RIDGE VENT
STUCCO ~
FINISH ~
~ LINE
i~~~ ~~""
STUCCO
"'-fINISH r.==1 ,./
~ ~ ~12~~
& ..........."
6" BANDING- '-..., ~?' ~"
~ '~, >/
-' --~ --
OF INTERIOR
VAULT
~
SADDLE-~~
I
SHIN~
~F
~ s~'
IF.G.
u [J[O
-
,=~ - ~
r ~
,
'1' ,
r-
~ ^ - '---
'--- - r--
..-
'---
=
--
I--
==
~
-sa:-
r- ?J ~
~ ~
7' = ~~/.
~ ~'\ ~ /
~ /(~ /)><
sa:- fS~ sa:- \
"'-GRADE LINE ~10 DIA, \
(ASSUMED) r 0 \ COL.
\2S:J TEMP, F.G.
'--1' -2" DIA.
COL.
==
\
LATEST DATE: IN PROCESS DESCRIPTION :
REVISION DATE:
09/16/04
~~
UJ
a~
C'~
6Jcj
tJ
~~
U~~
Noc
~
~
OO~
\J I ~
12
15
~~
\ /
EEEB
., T"O,M.
"t '\
I
:.....
"
N
r\1,)
lfI01
~~ w
"'
()~ ,01 ~8
<1:lfI N
()~ -i.,
cC.
OC'"' <$~
(j~ <!;(!l
O~ ~~
-J\1,) Bif
LL'" ~~
U)- I I Obi
&l::>
ZOC IX ~~
Ul U<1: ~~
<t~ <1:LL ~ /:"'
ill in n
11l '1'
Q~ 0 . !z:~
-J~ 11l ~'"
-J~ u
ill w::>
0- ",8
(L~ ~~
<1:lfI "'>-
,'1' ~~
~~ ~~
o~
't~ ~g:
(g",
",\1,) ~~
'"
XI ~o
2 ill ~~
.~ @
QI
(L(L
~
~ ~
~
=~
7'
/
DECORATIVE---.I
FINISH
FINISH FLOOR LINE
" "
'\ "
'-- 10" DIA.
1/2 COL.
(TYPICAL AT
GARAG E)
FRONT
"C"
ELEVATION
SCALE: 1/4" = 1'-0"
WALL LEGEND
. INDICATES FlLLED CElL WI (1) 15 VERT.
tJJ7//////////~ INDICATES TOP OF MASONRY 0 8'-0.
I- -1 INDICATES SHEAR WALL
~ INDICATES INlmlOR BEARING WALL
OEE PLAN FOR AMOJ-lT AND
LOCATION Cf REI~EMENT
NOTE,
8'xlo' LNiT5 MAY BE
IJOED UNLE55 lUOOD COUJ1N
15 FRAMINej ON TOP Cf
COLUMN
WOOD TO MASONRY COLUMN
TYPICAL MASONRY COL.
SCALE: 3/4"=1'-0"
SCALE: 3/4'=1'-0"
< > ROOF VENT 6Cl-IEDULE < >
Verlf::! wIth General Cof1tractor all rOOf Verlt 10Cdtlon!,
qlJdntltre!, and size!. ROOf Verlts shelll be Installed
for a mfnlmum Of Verlted area as lIsted below:
Mark LOCdtlon Off rIdge Verlt! or 60im Verlt
equa I s~stem (sq, fn) (sq. fn)
RV I 1st Level 140 140
ROOf
24'><24' OR lo'xlo'
MAOONRY COLUMN
FILLED WI 2&00p&I CONe.
~
@',V
~
@ ~ ~ ~ ~ a
[!:J
CJ a a a ~ a
[? (!f)(!f) (!f) @
~ ~ ~
~ Ji::J [J::J
d lW lW ~ rrv (tV
2J \? @ @ @ ~
@
d OIl
~ ~
res
@ I?
~
[!!]
'" @
~ '" [!!] '" CD
[!!]
@~ res 25 ~
[!!] [!!J @ ~
~ res ~ res []:::>
g ~ ~ @ @ @
~ @ @ @, []:::>
~
~
DATE :
05-1]5-02
SCALE :
AS NOTED
DRAWN BY :
[8~1L1L VANCE
AUTOCAD ~LE NAME
1]827
ENGINEER OF RECORD :
DANSCO
ENGijNEERING P.A.
SHEET DESCRIP1l0N :
ELEV A T~OIN
PLAN 'll'C'll'
3C
o 5AMUEL A. GREEN6ERG, FE. -:3424:'
o T~UY H. ~UYNH, FE. ~1Z'122
o IRWIN J. 6EN50N, PE. -4~1S8
TO 1H: 6E5T a: M: EN:;IteR'SI<W.llEIXi ~ 6ELIEF, 1H:
S~ MS AND OffCfICATICN5 ca1FL Y IUTI11H:
ftORIDA BUILDN:; GOOe, OECTICN lb~ FOR 12~ MPJ4. 3 OECOO
GtiOT, EXPO$J1'f '13' WIND Zaf (2001 EDITICW.
TI1IS DRAWN:; AND DESIGN 15 VAl.. ID FOR 12 11C+(rn5 ~ 1H:
DATE IS SIGNED tW 5EALED.
51CtS) AND OEALED FOR M: S~ FORTICN a: 11..115
DRAWItU CNL Y.
W ELECTRICAL PANEL SCHEDULE - 150 AMP 40 CKT,
U (f) .....J a:: a:: .....J (f)
~ ~ ~ w r- I- w ~ ~ ~
a:: ~ ~ (f) :5 :5 (f) ~(f) ~ a::
- ~ ~~ w w ~o... ~~ ~
DESCRIPTION z Ww 0 0 z
> :::E 6 ~ :::l a::N .....J 9:0 9:0 .....J ~:::E :::l ~ 6 :::E DESCRIPTION
w w 0 0 w w
a:: 0... :::J z :::V'i m~ 0... oz o:z: 0... m~ z :::J a.. a::
CL AIR HANDLER CD 1 2
W 1 10,000 6 60 2 2 30 10 5,000 1 COND, UNIT
& FAN 3 4
(J) 5 6
RANGE / OVEN 1 12,000 6 50 2 2 40 8 5.000 1 DRYER
7 8
U 01 9 10 1 15 14 (4 ) ( ~) 12 GENERAL LIGHTING
- WATER HEATER 4,500 3,375 10 30 2 (4 )
CL 11 12 1 15 14 ( ~) 7 GENERAL LIGHTING
~ CLOTHES WASHER 1 1,200 1,200 12 20 1 13 14
U REFRIGERA TOR 1 1.200 1,200 12 20 1 15 16 SPACE
W WASTE DISPOSAL 1 1,200 1,200 12 20 1 17 18 SPACE
~ DISH WASHER 1 1,200 1,200 12 20 1 19 20 SPACE
W GARAGE DOOR 1 1,200 1,200 12 20 1 21 22 SPACE
> SMALL APPLIANCE (3) 12 1,500 1,500 12 20 1 23 24 SPACE
GENERAL LIGHTING 10 1,500 1,500 SPACE
0 12 20 1 25 26
n DEDICA TED BATH ~ 6 8) 8) 12 20 1 27 28 SPACE
N DEDICA TED EXT. ~ 6 (41 (() 12 20 1 29 30 SPACE
GENERAL LIGHTING 12 ~) Q) 14 15 31 32 SPACE
~ GENERAL LIGHTING 12 8) 8) 14 15 33 34 SPACE
L() GENERAL LIGHTING 11 8) 8) 14 15 35 36 SPACE
GENERAL LIGHTING 11 8) 8) 14 15 37 38 SPACE
~
~ GENERAL LIGHTING 12 (4) (4) 14 15 39 40 SPACE
PANELBOARD NOTES:
CD 5,000 WATT HEAT o DEDICATED G.F.I. CIRCUIT
o NOT USED 8) 1826 S.F. x 3 WATTS/S.F. = 5,478 LIVE & NEUTRAL
POWER CALCULA TIONS
LIVE NEUTRAL
TOTAL 50,978 17,853
FEEDERS NEUTRAL LIGHTS, SMALL APPl. 8,478
LIVE TOTAL CONNEC~ON lOAD LESS A.C. 40,978
DEMAND FIRST 10,000 WATTS AT 100% 10,000
LIVE REMAINDER AT 40% 12,391
A.C. LOAD AT 100% 10,000
DEMAND FIRST 3,000 WATTS AT 100% 3,000
NEUTRAL REMAINDER AT 35% 1,917
REMAINING 9,375
WA TTS 32,391 14,292
AMPS 135 60
NOTE:
1) HARD WIRE WITHOUT INTERRUPT SMOKE DETECTOR TO BATH OR KITCHEN CIRCUIT
2) WIRE SIZES ARE BASE ON AWG COPPER (ROMEX) WIRE
3) PANEL SIZE TO BE 200 AMP
METER
50CKET
SINGLE PHASE 200 AMF
BREAKER PANEL NEMA 1
30 CIRCUIT
o
c=:J c=:J
>
:c
"'4 CU TO~
COLD WATER
PIPE .. DRIVEN
GROUND ROD
1 1/2' RIGID NIFFLE WI
(2) "'1 AND (1) "'3 CU THW
CONDUCTOR
..,.
:D
>>
::\.l
...
::\.l
;;0
::\.l
...
.-
ELECTRICAL RISER DIAGRAM
NT5
D
:8
>
o
z:
-
....
.1-
at
:JI
a
:,)
JJ
...J
.u
,
.
or
-
-
.1-
JJ
...J
-
:>
:,)
;Q
~
~
....
::\.l
)0
...
-
:J:
'"
z:
z:
JJ
...J
.....
....
<l)
.....
co
'"
e
-
~
.....
IlCS
a
-
;!J
15'~
I I
o
I
f")
~
~'-6" ~k 2'-9"
D.W, SINK BAS
(SPLA Y) (SPLA Y)
co
~
o
I
rPEN~
SINK
2'-6" ,/ 3'-1"
'I ,
'~I.l.
"-
. .
. . [ ~
. .
'0
I
N
.. ~I
~
18"}
} 2'-6" J
c==J
D,W
'i-<')
G)KITCHEN
@KITCHEN
~
1 [
o
I
co
I
10 0 0 01
MIRROR
M,e,
"--./ ~~I
. .
'r-{ I
\
l 2'-9" l
/1 /1
I'
10 0 0 01
o
I
Co
'f [ MIRROR
'i-<') M,e.
0,
I Co
'i-<') I
N
~J
@BATH
DRYER VENT
P THROUGH ROOF
OR FLOOR FRMG.
18"x12" OPEN FACE
I
220 V
'---DOUBLE BOTT. PLATE
AND BASEBOARD
LAUNDRY ROOM/
DRYER VENT DETAIL
8) BATH
10 0 0 0 0 01
MIRROR
M.e,
./ '\....... ./
I~I . .
Co . .
TUB I
N
~} 3'-0" }
@)M. BA TH
INTERIOR ELEVATIONS
SACLE: 1/4" = l' - 0"
"co
I
n '0
I
Co
01
0 I
I 'f")
"f")
ELECTRICAL LEGEND
9= DUPLEX OUTLET
e= SPLIT DUPL. OUTLET TOP PLUG IS 'HOT'
@= DUPL, OUTLET ABV. COUNTER HGT,
~ 220V OUTLET
@ special purpose connection
~ TELEPHONE OUTLET
4+- TELEVISION OUTLET
-tn- SWITCH
---u:9- 3-WA Y SWITCH
--0 DIMMER SWITCH
g---{] doorbell push button
ceiling mount light fixture
round recess light fixture
@ ceiling mount smoke detector
@ ceiling mount CO detector
'48" fluorescent light strip
~ exhaust fan
<( flood light
0000 o,HOLL YWOOD LIGHTS
~ SECURITY KEY
+ CEILING FAN PREWIRE
11 DISCONNECT
8&6..........
THESE DRA~INGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL
~ORK.
THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF FIXTURES AND OUTLETS AT JOB SITE BEFORE
ROUGHING. THE CONTRACTOR MAY ALSO SELECT DIFFERENT MANUFACTURER FOR FIXTURES ~ITH EQUAL
SPECIFICA TIONS.
THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE EXACT LOCATION OF ALL H.VAC. EQUIPMENT
AND THEIR LOADS ~ITH THE MECHANICAL CONTRACTOR BEFORE ROUGHING-IN, TO PROVIDE PO~ER AND
~IRING CONTROL LAYOUT, ANY DISCREPANCIES IN THE ACTUAL H.V,A,C, LOAD SHALL BE CORRECTED
BEFORE ROUGHING- IN.
ALL ~ORK SHALL BE DONE IN ACCORDANCE ~ITH THE LATEST EDITIONS OF THE NATIONAL ELECTRICAL
CODE AND SHALL COMPL Y ~ITH ALL LOCAL CODES AND ORDINANCES..
UNLESS OTHER~ISE NOTED MINIMUM SIZE ~IRE SHALL BE lI14 A~G EXCLUDING CONTROL ~IRING.
UNLESS OTHER~ISE NOTED, ALL CONDUCTORS SHALL BE COPPER ~ITH 'W' INSULATION FOR SIZE lI10
AND SMALLER CONDUCTORS LARGER THANlIl0 SHALL HAVE 'TH~' INSULATION ALL CONDUCTORS lI8 AND
LARGER SHALL BE STRANDED.
LATEST DATE: IN PROCESS
REVISION DATE: DESCRIPTION :
09/16/04
ALL CONVENIENCE OUTLETS TO BE OF GROUNDING TYPE.
ALL ~ORK SHALL BE COORDINATED ~ITH OTHER TRADES TO AVOID INTERFERENCE ~ITH THE PROGRESS OF
CONSTRUCTION.
SMOKE DETECTORS SHALL BE HARD ~IRED <110 VOLTS TYPO TO A NON-S~ITCHABlE KITCHEN OR
BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED ONTO THE LOAD SIDE OF GROUND FAULT
CIRCUIT INTERRUPTER,
ARC FAULT RECEPTACLES IN ALL BEDROOMS PER 1999 NEe,
-~
L[)
a~
C'~
EDcJ
"
--;
::r'
A~C
DISC NN. 2&4
r
t rl
L-
l> ~ )'35
BR. 2
L-RM
~1
r 31 31qfb PORCH
RM ~ 33
F
--.J I 29
--.J =€
<(
33 3: \ w.p.!
F " I g. f,l,
,-" 41
j
M. BR. T,V. I
-tt- I
31 $2
~o
27
31~
\\J
ell
35
z
3:
~
III
~~
:~~~
1o€
)--@
@:
1~
K~~, ~3L/
~,,~v (
37 ~ 37 F
~
~OK~
~~~~fB-8
~@
~~~I\/.S,
25qr
DINNING
35
F
T.V,~
35
~
~~
~oc
~
~
OO~
\J N
cfb35
3
33
,/'> I')
31dD;$ ~V,
Qr --f ~I.arm d;=,
v'-33 10
[r-
I
o ~ 33 i
~ y{J/ !
0---- ~ I ~o
/ '\7 "" 23 I!~ 3
/ / // / I'>Y)o.
//// M/J'i' 'x, ~~~
~ 7-7 ./h"'X
/ r'\ '1/ ~
~ :----
25 q WALL ) 2Y ~~&7
o .:-
12 17
12
KITCHEN 0
I
~DR
@
2
0::
\:;)':'"
n
33
F
LEISU~ RM
N
r~
1001
~-s> '"
iE
()~ ,01 "'8
'110 ::l"
a~ ...:,
Q.,
it"" d~
l) ~' ffi92
o~ z~
-l~ (3Q.
u..'"' iS~
U)- , I ~~
ZOC IX ~~
111 u'1 13[5
<(~ '1u.. ~ l=iE
W ~~
ro 10
't 0'"
Q~ 0 If 15
. 'Zi5
-l-s> ro ~o=
-l-s> u
o- W ~g
(L~ ~~
'11f'I "'>-
,'t is::l
~-s> ~b
"'~
~~ ::llf
Cf\~ t3",
'"' i:E
X, ~i5
2~ t:oj....
,,,is
;;13
,0 @
Q~
(L(L
-t.
T,V,
~
1;-
I~
1j
~
/
37
BR, 3
Cj RM
10 0>--
",.
''>..0 /. ~01,
""'0<-"',> ,,~
(S)...... 0.
(S)......oY'
'U;<.~
6<: ~ Xtx... 23
~/
~J
EQUAL EQUAL ~
~~ 12((~
^' . /~ "I)
_ ~//~( 15 ~vtf7
1 ~vw~w~v
"'~ ~ ~~~~~~ ~2~ 2~
~~~~
~~~RAGE
~~~
B 21 ~110v clg,
3-W-~ . qf.9~ mnt, outlet
/~;\
/
37rf-h
1~
L-.
8=
25
z
3: 33
~
~
NOOK
~
^ IN 12
J 1
D 3~)- W
",,m 1 3,}l
z
3:
1.7:'
y
,::::c: [:J
25
~
~
@ lri: . lri: lri: .
[!!, ~
D . . . . a
p I!V ~ I!i) ~ ~
~ ~ ~
[t::J [}::J
d ~
(@ (@ ~ l!il @
2) 'ij:J @ ~ @ (iI1
@
d '"
~ ~
@5
@ !?
8
l!!l
'" @
~ '" l!!l '" CD
l!!l
@ @ @5 25 ~
[!!J 8 ~ l!!l @ ~
= @5 ~ @5 I?
~ ~ ~ @ @ @
=
t:::!l @ @ @, I?
~
FOYER
9&11#--~
I~
ELEe, __"rf
METER~y"
-+
J
25Jh 37
~ ~ 3~\
, V7 ~
Cf.,DR ~
I lEt I@)
-J: I ~
-~
~~
~
+-
~
11
,V~ CW39
2
0::
--.J
--.J
<(
3:
-=t-
F
39
BR. 4
39
. f.
~ 29
v'-, lEC
~f NEl
I
o
~
w,p,/ ENTRY
~.f.i,
29
:-l
/
( WIN
low voltage
DATE :
05-115-02
SCALE :
AS NOTED
DRAWN BY :
[8~1L1L VANCE
AUTOCAD FILE NAME
11827
ENGINEER OF RECORD :
DANSCO
ENG~NEER~NG, P.A.
SHEET DESCRIPllON :
EILECTR~CAIL
PLAN
4
39 r+i1
11
jj
IT'
[El[EC1R~C~l Pl~N
1/4' . 1'-0'
"-
-~~t--
W -I -
I
I
I
I
,
I
I
I
-
'"\
'-../
\
~.
m
-ucl
>
:c
~
>>
:Ii>>
::\.l
D
T.I
::>>
::\.l
.
...
D
D
>
o
z:
-
....
.1-
Cl
)l
U
~
,
.1-
3
x
,
I
<
D
-
-
.1-
.u
...J
-
:::>
:.>
;Q
~
~
....
::\.l
X)
...
-
x
<
ii!:
z:
.u
...J
-
....
a>
.....
lJ:)
~
e
-
Cl3
.....
IlCS
a
-
..
:!)
~
V
/
40'-0"
/
/
1/
/
1.7 -B I
4' -0'
/
/
:2 -4"
I
I
A6GE /~OGp2D C1AB~~
SIMPSON
TRUSS JOINT UPL 1FT CONN. FASTENERSu
TYPE LOCATION ( L BS) CONNECTION QTY. CAPACITY PER CONN.
NOTE: ALL OTHER TRUSS BRG. CONNECTIONS ARE SIMPSON META20 OR EQUAL
FOR MASONRY: SIMPSON !-l10 FOR FRAME: . HUS26 FOR HUNG TRUSSES
ON GIRDERS UNLESS OTHERWISE NOTED.
TI-IESE TRUSS UPLIFT VALUES ARE LESS T!-lAN CONNECTION CAPACITY.
MASONRY META20 1 \500 14-10d X lV2'
TIMBER 1-110 1 850 ho-8d X 11/2'
HUNG HUS26 1 1286 20-10d X 3'
~
BI (\11 ri r
-U lA...(.A
U5P
TRUSS JOINT UPL 1FT CONN. FASTENERSu
TYPE LOCATION ( LBS) CONNECTION QTY. CAPACITY PER CONN.
NOTE: ALL OT!-lER TRUSS BRG. CONNECTIONS ARE USP !-IT A20-18 OR EQUAL
FOR MASONRY: USP !-lC10 FOR FRAME: . THD26 FOR !-lUNG TRUeeES
ON GIRDERS UNLESS OTHERWISE NOTED.
THESE TRUSS UPLIFT VALUES ARE LESS THAN CONNECTION CAPACITY.
MASONRY !-IT A20-18 1 1500 14-10d X lV2'
TIMBER HC10 1 ~S0 18-10d X lV2'
HUNG THD26 1 \520 18-1bd X 3V2'
-
o
\
Double connectore to be placed dlagona II~ to each other.
Do not drIve nalle through the tru5e plate on the oppoelte elde of the tru55
which could force the plate off the tru5e.
fU Mounted vertlcall~
ff
\'--
u\
LA TEST DATE: IN PROCESS
REVISION DATE : DESCRIPTION :
09/16/04
STRONGBACKS REQUIR
DUE TO DE~LECTION
DIFFERENTIAL
(SEE STRONGBACK LETTER
IN ENG, PACK)
U]
~
o
~
~
~
:>
A2
'~
~c
,
B: -0' ClC1
A3
;::(1
U
I c.... C
o
<{
~
-
-
'0;)
\
!0\
-
~ 8 0
\
----" - -
u 0 '0;)
'0;) CO
\
- --"
~ ~
=-
\..L\
\.'W
::z
o.L.
/YJ -
0
\
T
~ f'0 ~ f'0 't
~ --, --, --,
U w U y
DROp:J:::D CADt::: A 11 GE
B3GE t/\Opp~t/ GAB....:::
;9'A'
:J ....UMl3 C~/
6'-2"
l' -4"
ff
4'-6 I
} 10-/2"
n ~ n
J J J
() w ()
ROOF PLAN
6~" "6~
2'~ ,
B
SCALE: 1/4" = 1'-0"
5'-6"
o
o
~ .7
12
STEPPES
ADDI L 2
PLYWOOD
1 / 4 II FOR
& RIBBONS
A'fTENrfrON!
4~
DON'T LIFT SINGLE TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK
CONSULT HIB-91
30' Span
REFER TO HIB-91
Truss must be set this way if crane used,
Truss is an example, your truss may not match,
Insist crane operator sets truss thiS way,
o 5AMUEL A. GREEN6ERG, F.E. i3424:;
o T~U"'" H. ~U'rNH, F E. ~0122
o IRWIN J. 6ENoON, FE. -4<:31:;8
o All A66A5 ~AKIM, P E. "So 180
TO M: BEST Gf me cmlNEER'S 00llEIX:R: AND !3ELIEF, me
S~ Pl..A'-l$ AND 5FfCflCATICNO ca1Fl.. 'T' UJIn-l me
FLORIDA 6UILDm CODE, 5ECTICN lQ~ ~ 12~ M.PJ.t 3 5ECOO
CIUOT, ~ '8' WIND ZO'-f (200l EDITICW.
n-l15 DRAWm AND DESI6N 15 vALID ~ 12I'1Ct1M AFTER me
DATE 15 SIGNED AND 5EPilD.
SICffi) AND OEALED ~ me SmJ;11JRAL PORTICN Cf 11115
DRAWm ()l'T',
ROOF FRAMING NOTE5:
l. 5EE 5HEl::T 53.1 FOR 5HINGLE INFORMATION
AND IN5TALLATION IN5TRUCTION5
~ '<t
l[)
a~
c'~
EJcJ
tJ
~ ~
U~~
~OC
~
~
OO~
\J I N
./
N
reO
U)01
~\S) '"
'"
()~ ,01 ~8
~U) N
Q~ ...;,
"- .
~"" d~
U~' O~ U
-leO z'"
Cl"-
IL'- Q\Ol
(j)- , I Obi
~o
ZOC ::rX ~~
ill l)~ ~~
<{~ ~IL ~ ~iE
W in ~~
(fi 't ife5
O~ 0 .. z~
-l\S) (fi ~o=
-l\S) <..>
W "'0
0- ",8
G..~ ~~
~U) 11>>-
,'t ~:l
~\S) ~G
o~
~" ~'"
't~ t3~
(1') eO ~~
'-
X, g~
Ow biz
{fiz ",,,,
",a
,0 9
Q::r
(UL
~
~
@
CJ
P
~
d
2)
@
d
~
@
~
~
@S
~
~ ~ ~ ~ ..
[!!,
~ ~ ~ rW ..
~
(@ ~
@IJ ~ [J::J
rw rw ~ lTV @
\? ~ ~ 0>> @iJ
CD
~
@5
I?
~
CD @
CD [!!] CD tEl
[!!]
~~ @5 8 dl
[!!] @ ~
~ @5 ~ @5 I?
~ ~ @ @ @
~~ @ @, I?
DATE :
05-1l5-02
SCALE :
AS NOTED
DRAWN BY :
[8~LL VANCE
AUTOCAD ~LE NAME
11827
ENGINEER OF RECORD :
DANSCO
ENGINEERING. P.A.
SHEET DESCRIPllON :
AOOIF IFRAM~NG
PLAN 'll'A'lP
SA
-
Q
-
~
\S\
>
:c
..,.
>>
>>
::\.l
...
D
::D
::\.l
..,.
.-
D
>>
>
o
z:
-
....
.1-
a
:II:
a
:c
,
.1-
3
x
,
,
:c
D
-
-
.1-
.u
...J
-
::>
:.>
;Q
~
:::::l
....
::\.l
:0
....
-
J:
01:
z:
z:
.u
...I
-
'-
C3)
.....
<0
Cl3
e
-
Cl3
...
Cl3
C
-
..
:.:l
{
I
40'~O I
f
t
SIMPSON
TRUSS JOINT UPL 1FT CONN. FA5TENERS"
TYPE LOCATION (LBS) CONNECTION QTY. CAPACITY PER CONN.
NOTE: ALL OTHER TRUSS BRG. CONNECTIONS ARE SIMPSON MET A20 OR EQUAL
FOR MASONRY: SIMPSON HI0 FOR FRAME: 4 HUS2b FOR HUNG TRUSSES
ON GIRDERS UNLESS OTHERWISE NOTED.
THESE TRUSS UPLIFT VALUES ARE LESS Tl-lAN CONNECTION CAPACITY.
MASONRY META20 1 1500 14-10d X lv2'
TIMBER l-l10 1 850 Ib-8d X lv2'
HUNG HUS2b 1 128b 20-10d X 3'
iti- ~O
12 ~4
5~b"
f
f
CiRorrfD GAB~~
A6GE
B ~O" c~C
USP
TRUSS JOINT UPLIFT CONN. FASTENERS"
TYPE LOCATION (LBS) CONNECTION QTY. CAPACITY PER CONN.
NOTE: ALL OTHER TRUSS BRG. CONNECTIONS ARE USP ~TA20-18 OR EQUAL
FOR MASONRY: USP l-lC10 FOR FRAME: 4 THD2b FOR HUNG TRUSSES
ON GIRDERS UNLESS OTHERWISE NOTED.
THE5E TRUS5 UPLIFT vALUES ARE LESS THAN CONNECTION CAPACITY.
MASONRY HTA20-18 1 1500 14-10d X lv2'
TIMBER l-lC 10 1 S50 18-10d X IV2'
l-lUNG Tl-lD2b 1 1520 18-1bd X 3v2'
Double CO()l'iector5 to be placed dla9onall~ to each other.
Do not drive nail5 th-ough the tru~5 plate on the oppo~ite ~lde of the tru5~
whIch could force the plate off the tru55.
... Mounted vertlcdll~
..
-
Q
\
-
\'-
U\
STEPPES
ADDI L 2
PLYWOOD
1 / 4 II FOR
& RIBBONS
o
o
A2
~
0'
y'
<t
n
<t
B' ~O" c~c
A3
5' ~O'I C.C;
-q- \:s
<t ---"
u
'-D
\
\'-l
A5GE
82
-
\'-l
j~c;V~) jHU
D1
D2GE
E1GE
D~cr:J~) ~A'j~~
OJ
GJ
GJ
rrl
/f(:JtJ'~~) ,0iA.) / ~ 5
See :r;//I eVer D eta il 3'
.,.. ~ ,,1.0 1{2, (... '21(1: C, ~()(Tf
J1 ~.// II.I~ //:AL- /VYrVl '/
9 ~4'
6' ~211
14' ~6"
l' -t-"
ROOF PLAN
SCALE: 1/4" = 1'-0"
LA TEST DATE :
IN PROCESS
REVISION DATE:
DESCRIPTION :
09/16/04
~~
L[)
a~
C'~
@cJ
-
STRONGBACKS REQUIR
DUE TO DEFLECTION
DIFFERENTIAL
(SEE STRONGBACK LETTER
IN ENG, PACK)
~~
Noc
~
~
OO~
\J ] N
s
PLLM) cur
---.J ?
12
N
res.)
U)01
~~ w
i!'
O~ ,01 ~~
<(II)
01 ~I
'" .
OC"" <5@
Uci ;!;ti5
o~ gji5
-les.) zo<
"'"
U)Z IL" i5!::2
, I ~~
ZOC ::tX ~~
ill 0<( ~i5
<(~ <(IL ~ I:: if
ill in n
III 't
O~ 0 . ~i5
ff -l~ III ~'"
-l~ u
ill w=>
0- i!'8
a...~ ~~
<(II) "'>-
,'t iH
~~ Ei",
ClU
Cl~
~3 ~if
1:3",
((\es.) ~~
"
x, ~o
2~ tij~
;;~
,0 @
Q::t
a... a...
} 10-1/2"
ATrrENrrrON!
.,~,
DON'T liFT SINGLE TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK
CONSULT HIB-91
@'i)
~
@ ~ ~ ~ ~ a
[!1;,
D tW tW a a
p \?'.V i!() (!V
~ @ ~
~ ~ if:J
d ij ~ ~ rrv ~
2J Ii? GV @ @ ~
@
d
~ ~
@5
@ I?
~
I!!J
~ '" [!!J @ '" t:D
I!!J
~~ ~ 25 dl
[!TI @ ~
rg @5 ~ @5 IF>
g ~ ~ @ @ @
~ @ @ @, IF>
~
30' Span
REFER TO HIB-91
Truss must be set this way if crone used,
Truss is on example. your truss may not match,
Insist crone operator sets truss thiS way,
D 5AMUEL A. GREEN8ERG, P E. t:34245
D THUY H. ~UYN~, F.E. ~0122
D IRWIN J. BEN50N, F.E. -4~158
D All ABBA5 HAKIM, FE. -S~18~
DATE :
06-116-02
SCALE :
AS NOTED
DRAWN BY :
[8~1L1L VANCE
AUTOCAD FILE NAME
11827
ENGINEER Of RECORD :
DANSCO
ENGijNEERijNG, P.A,
SHEET DESCRIPTION :
ROOF IFRAMijNG
[PLAN 'lPA'lP
5[85
TO nf eeeT Cf nf EN:iINEER'5 ~ AND BELIEF, nf
5mJC11JR;1L fU'I$ AND ~CfICATla-l$ cct1FL Y IUTl-I Tl-f
FLORIDA BUILD~ COOE, $ECTICN 1E>€l6 FCR 12~ MPJ.I. 3 $ECOO
GU5T, EXf06i.lRf '6' WIND Z~ (2001 EDITICW.
11115 DRAJ.lJ~ AND DE51GN 15 VALID FCR 12 t1()J,TH5 tf1tR il-E
DATE 15 51GNED AND &EALEP.
5Kif'e) AND SEALED FOR TH: 5~ PORTICN Cf THI5
DRAU!~ at Y.
ROOF FRAMING NOTE5:
1. 5EE 5HEET 53.1 FOR 5HINGLE INFORMATION
AND IN5TALLATION IN5TRUCTION5
-
~i~
'L0
40 -01 ~
V
/1
~ I,?'-B i 12 -4" 4'-0" LATEST DATE: IN PROCESS DESCRIPTION :
;f f REVISION DATE :
I I I 09/16/04
,
A6GE tJROPPW ~AB.-f
8'-0" c~c;
SIMPSON
TRUSS JOINT UPLIFT CONN. FASTENERSu
TYPE LOCATION (LBS) CONNECTION QTY. CAPACITY PER CONN.
NOTE: ALL OTHER TRUSS BRG. CONNECTIONS ARE SIMPSON MET A20 OR EQUAL
FOR MASONRY: SIMPSON HI0 FOR FRAME: 4 HUS2~ FOR HUNG TRUS6ES
ON GIRDER6 UNLESS OTHERWI6E NOTED.
THE6E TRUSS UPLIFT VALUES ARE LESS T~AN CONNECTION CAPACITY.
MASONRY META20 1 15e?0 14-1e?d X 1v2'
TIMBER ~10 1 850 1~-8d X 11/2'
HUNG HUS2~ 1 128~ 20-10d x 3'
U5P
TRUSS JOINT UPL 1FT CONN. FA6TENERSu
TYPE LOCATION (L BS) CONNECTION QTY. CAPACITY PER CONN.
NOTE: ALL OT+-lER TRUSS BRG. CONNECT10N6 ARE USP ~TA20-18 OR EQUAL
FOR MASONRY: USP ~C10 FOR FRAME: 4 THD2~ FOR +-lUNG TRUSSES
ON GIRDERS UNLESS OTHERWISE NOTED.
THESE TRUSS UPLiFT VALUES ARE LE6S T+-lAN CONNECTION CAPACITY.
MASONRY ~TA20-18 I 1500 14-10d X 11/2'
TIMBER ~C10 1 S50 18-10d X lV2'
~UNG THD2~ 1 1520 18-1~d x 31/2'
- -
" 0
'--.J \
\
T 'i'- ..
\.1'\ \.i\
.u
-..a:l
>
:c
...,.
so
:lIiI
::\.l
D
St
so
n
..,.
...
D
so
>-
o
z:
-
'-
J-
a
3Il
a
:.>
.
.1-
3
::!:
,
,
:.>
D
-
-
.1-
.u
_.J
-
:>
:.>
;Q
~
:.::li
....
::\.l
X)
...
-
x
<
z
z:
JJ
...J
-
....
<D
.....
co
~
-
IlCS
.....
~
a
-
~
MOe'O
A2
'~
<t:
n
<t:
,
B'-O' C.-~
A3
R'/"'("{,
'-"" V v,,~
~
o
-
'-S:)
\
-
\'l
\2) 8
-, -
U 0
'-S:) CD
\
\'l --"
~
~
-
o
\
..-
<t:
-
'-S:)
t7ROP~f/ C1!{;il-f A 1 1 G E
/Yu
83GE
n
-:>
U
~ n
-:> -:>
W U
tJROPPW CAB.-f
19'-4"
l' -4
6 -2"
4'-6"
-
ROOF PLAN
~I? ,
j 07
. 0
,/1 I i II
~ --1:5
SCALE: 1/4" = 1'-0"
7 -6"
Double connector5 to be placed dla9onall~ to each other.
Do not drIve nal15 through the tru55 plate on the opp051te 51de of the tru55
whIch could force the plate off the tru55.
Mounted vertlcall~
ArrTENrrrON!
"~
DON'T UFT SINGLE TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK
CONSULT HIB-91
REFER TO HIB-91
Truss must be set this way if crane used.
Truss is on example. your truss may not match,
Insist crone operator sets truss thiS way,
-
o
\
~\
STRONGBACKS REQUIR
DUE TO DEFLECTION
DIFFERENTIAL
(SEE STRONGBACK LETTER
IN ENG, PACK)
7
---.J '?
12
QWMB CU'"'
} :0-1/2"
ff
STEPPES
ADD/ L 2
PLYWOOD
1/4// FOR
~ RIBBONS
o
o
D 6AMUEL A. GREENBERG, FE. 1I3424S
D THUY H. HU"rNH, P E. ~0122
D IRWIN J. BEN60N, P E. -4~lS8
D ALl ABBAS HAKIM, FE. "5b18b
TO m: 6EST c:f TH: 8'GItfiR'S KNC4.IlEIX:C AND 8E1.lff, TH:
STRJ;T\JRAL ~ AND effCIFlCATlalS ca1Fl. Y WIT\41l4E
R.~IDA 6UILD\}(j CODE, e.€CTlallf;% FOR 12~ M.P.l4. 3 e.€CCW
CiJ5T, EXf06i.JRf '6' WIND la-f (200l EDITICW.
TJ.lIS DRAW\}(j AND DfSI<":lN 15 VALID ~ 12l1CN1l15 AFTER 1l4E
DATE IS SIGNED AND OEALED.
SIGNED AND 5EALED FOR TH: STRJ;T\JRAL PORTlal c:f TJ.lIS
DRAW\}(j Cl'l Y.
ROOF FRAMING NOTE5:
1. 5EE 5HEET 53.1 FOR 5HINGLE INFORMATION
AND IN5TALLATION IN5TRUCTION5
~~
L[')
a~
C'~
Qcl
tJ
~~
~OC
~
~
OO~
\J ~
N
:n~
~\S) w
i!'
C)~ ,01 "'8
<tlfl ~N
a1 ~I
0...
OC" 05~
U~' 0!;il5
O~ I:j-
z~
-Jd,) <:50..
ll....... 0",
($)- , I ~~
Zrl :IX ~'"
"'kj
III o<t ~~
<t III <tll. ~ ~i!'
Z W IfI ~~
111 't g:l'5
Q~ 0 . !z~
-J\S) 111 i:l;=
-J~ u
W w~
0- i!'8
o...~ w'"
d
<tlfl "'>-
,'t ~~
~~ ~G
"'~
~" ~if
't~ t3",
~d,) ~~
......
X, ~~
Ow ~ffi
ll1z i!'i3
.0 @
Q:I
0...0...
~
~
@ ~ ~ ~ ~ .
l!!:,
D ~ ~ (!() ~ ~
[?
~ ~ ~
~ [FJ ~
d w rw ~ llV ~
2) 'i? Gf) ~ CSV ~
@
d '"
~ ~
~
@ Ii=>
8
[!!J
'" till
~ [!!J '" ""
'"
@ @ ~ 25 ~
[!!] 8 ~ [!!J @ ~
= ~ ~ ~ IJ=>
g ~ ~ @ @ @
= @ @ @, IJ=>
c:!J
~
DATE :
05-115-02
SCALE :
AS NOTED
DRAWN BY ;
18~1L1L VANCE
AUTOCAD ~LE NAME
11827
ENGINEER OF RECORD ;
DANSCO
ENGINEER!NG. P.A.
SHEET DESCRIPTlON :
ROO!F !FRAMING
PILAN 'l1IA'IP
5C
S TRue TURAL NOTES
S TRue TURAL NOTES
S TRue TURAL NOTES
S TRue TURAL NOTES
I. SPECIFICATIONS
3. DESIGN METHOD
I. I.
CONSTRUCTION:
I. I. I,
I. 1.2,
I. 1.3.
I. 1.4.
I. 1.5.
i. 1.6.
I. 1.1,
3. I.
ACI 318-02 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
ACI 530/ASCE 5/TMS 402-C;C; ~ ACI 530, I/ASCE 6/TMS 602-C;C;
SPECIFICATIONS FOR MASONRY STRUCllJRES,
ASTM CZIO-C;2, C416-C;I, AND CC;O-C;O SPECIFICATIONS FOR MASONRY STRIXllJRES
NATIONAL DESI6N SPECIFICATIONS (NDS) FOR HOOD CONSTRUCTION, 2001 EDITION, AND ALL
ACCOMPANYING SUPPLEMENTS.
3.2.
FLORIDA BUILDING CODE (FBC) , 2001 EDITION
"MANUAL OF STEEL CONSTRUCTION, ALLOHABLE STRESS DESI6N", BY THE AMERICAN
INSTlllJTE OF STEEL CONSTRUCTION, (AISC) C;TH EDITION.
3.3.
"DESIGN SPECIFICATION FOR Ll6HT METAL PLATE CONNECTED HOOD TRUSSES" BY THE
TRUSS PLATE INSTlllJTE (TPI) 1C;C;5 EDITION.
1,2. DESIGN:
1.2. I.
1.2.2.
1,2,3.
1.2.4.
1.2.5.
1,2.6.
ACI 318-02 BUILDING CODE REQUIREMENTS FOR STRUCllJRAL CONCRETE
ACI 530/ASCE 5/TMS 402-C;C; ~ ACI 530, I/ASCE 6/TMS 602-C;C;
SPECIFICATIONS FOR MASONRY STRUCllJRES,
ASTM C210-C;2, C416-C;I, AND CC;O-C;O SPECIFICATIONS FOR MASONRY STRUCllJRES
NATIONAL DESI6N SPECIFICATIONS (NDS) FOR HOOD CONSTRUCTION, 2001 EDITION, AND ALL
ACCOMPANYING SUPPLEMENTS.
3,4.
PL YHOOD DESIGN SPECIFiCATiONS (APA)
FLORIDA BUILDING CODE (FBC), 2001 EDITION
LOAD FACTOR DESIGN:
3. I. I.
4.4.
THE LOAD FACTOR DESI6N METHOD HAS USED TO DESI6N :
CAST-IN-PLACE CONCRETE SLABS AND FOOTINGS
SERVICE LOAD DESIGN:
3.2. I.
THE SERVICE LOAD DESI6N METHOD HAS USED TO DESIGN:
MASONRY HALLS AND LINTELS
INTERIOR AND EXTERIOR HOOD FRAMING AND SHEATHING
STAIRS AND FLOOR FRAMiNG
ROOF FRAMIN6, SHEATHING AND UPLIFT
LOAD COMBINATIONS FOR LFRD DESIGNS:
3.3, I.
3.3,2.
THE FOLLOHING LOAD COMBINATIONS HERE DESI6NED FOR:
TOTAL DL + FLOOR LL + ROOF LL
TOT AL DL + FLOOR LL + HL
TOTAL DL + HL
ALL ROOF AND FLOOR TRUSSES St1ALL BE DESI6NED TO RESIST THE HORST LOAD
COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT.
OOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADIN6 ARE TO BE CONSIDERED,
DESIGN ASSUMPTIONS:
3.4. I.
ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND HALLS UNLESS
SHOHN OTHERHISE IN THE DESI6N PLANS.
4, MATERIALS
4.5.
1.3. SHOP DRAHINGS :
4. I.
1.3. I.
1.3,2,
1.3.3.
THERE St1ALL NOT BE ANY DEVIATIONS FROM THESE DESI6N PLANS BY OTHERS
DURING THE PREPARATION OF St10P DRAHINGS HITHOVT HRITIEN APPROVAL FROM
THE ENGINEER OF RECORD,
ALL SHOP DRAHINGS ARE TO BE SUBMITIED TO THE ENGINEER OF RECORD PRIOR TO
THE COMMENCEMENT OF CONSTRUCTION.
ALL ROOF AND FLOOR TRUSS St10P DRAHINGS ARE TO BE SI6NED AND SEALED BY A
FLA. RE6. PE. AND SHALL INCLUDE: DRAHINGS AND CALCULATIONS, REACTIONS AND
BEARING POINTS, BRACIN6 REQUiREMENTS, AND CONNECTIONS TO
SUPPORTING TRUSS MEMBERS,
2. DESIGN LOADS
2. I.
2.2.
2.3.
>
:c
2.4.
...
:a
::D
::\.l
n
::\.l
n
...
...
n
::\.l
Q
Q)
.1-
c
o
:E
2.5.
C1I
,.
a
....
~
;Q
-
>-
...J
~
.1-
,
.u
...J
~
z:
;Q
<c1
:a..
~
-
X
<c
z:
z:
.u
~
-
...
so
:g
='oj
~
;Q
-
;Q
:t:
g
...J
:c
-
~
DEAD LOADS:
2. I. I,
2. 1.2.
2, 1.3.
2. 1,4.
2, 1,5.
2. 1.6.
2. 1.1.
2. 1.8.
2, I. CJ,
2, I. 10,
UNIT HEI6HT OF SOIL, COMPACTED:
UNIT HEI6HT OF REINFORCED CONCRETE :
UNIT HEI6HT OF 8" C.M.U. BLOCK:
1ST FLOOR SUPERIMPOSED LOAD:
UNIT HEI6HT OF 2x4 PARTITION HALLS:
UNIT HEI6HT OF 2x6 BEARING HALLS:
BALCON!ES ~ DECKS:
TILE ROOF
TOP CHORD :
OOTTOM CHORD :
SH I NGLE ROOF
TOP CHORD :
OOTTOM CHORD :
FLOOR TRUSSES
120 PCF
150 PCF
40 PSF
20 PSF
II PSF
12 PSF
15 PSF
4.2.
15 PSF
10 PSF
1 PSF
10 PSF
15
LIVE LOADS:
2.2. I.
2.2.2.
2.2.3.
2,2.4.
2.2.5.
2.2.6.
2.2.1,
2,2,8.
2,2, '1,
SIDEHALK AND DRIVEHAY LOAD:
6ARA6E LOADS:
CORRIDORS AND BATHROOMS:
PARTITIONED ROOMS:
BALCONY AND DECKS :
STAIRHAYS AND LANDINGS:
ROOF:
FLOOR TRUSS
TOP CHORD MINIMUM:
200 PSF
50 PSF
80 PSF
40 PSF
40 PSF
40 PSF
20 PSF
40 PSF
ROOF TRUSS
TOP CHORD MINIMUM:
20 PSF
RAILING LOADS:
2.3. I.
2.3,2.
2.3.3.
2.3.4.
ALL RAILING AND 6UARD RAIL SYSTEM'S ARE TO BE DESI6NED TO HITHSTAND A
CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY
DIRECTION ON THE RAILING.
ALL RAiliNG AND 6UARD RAIL SYSTEM'S ARE TO BE DESI6NED TO HITHSTAND A
HORIZONTAL LOAD OF 50 PLF ON THE 6UARDRAIL AND A SIMULTANEOUS LOAD
OF 100 PLF APPLIED VERT I CALL I' DOHNHARD AT THE TOP OF THE 6UARDRAIL
6UARDRAIL SYSTEM St1ALL BE DESI6NED TO HITHSTAND 200lb CONCENTRATED
HORIZONTAL LOAD APPLIED ON I SQ, FT. AT ANY POINT IN THE SYSTEM,
2.3',1., 2,3.2 ~ 2,3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH
4.3.
SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS,
HIND LOADS:
2,4. I.
2.4.2.
HIND DESI6N TO BE CONDtx:TED IN ACCORDANCE HITH SECT. 1606 OF THE
FBC, 2001 EDITION, AND CONDUCTED BASED ON A 120 MPH, 3 SECOND 6UST,
EXPOSURE "B", IMPORTANCE FACTOR "I" = 1,0. ENCLOSED BUILDIN6.
NET UPLIFT DEAD LOADS - 10 PSF SHINGLE. 15 PSF TILE
DEFLECTIONS:
2.6. I.
FLOOR TRUSSES SHALL LIMIT DEFLECTiON TO 1/360 TIMES THE SPAN FOR LIVE LOADS
AND 1/240 TIMES THE SPAN FOR TOTAL LOAD.
REINFORCING STEEL:
4. I. I.
4. 1.2.
4. 1.3,
4. 1.4.
4. 1.5,
4. 1.6.
4. i. 1.
4. 1.8.
REINFORCING STEEL SHALL BE AS1l'1 AbI5-C;4 6RADE 40, f'~ = 40 Ksl
LAP SPLICE St1ALL BE AS FOLLOHS: 1<5 BAR 25", 1<4 BAR 20", 1<3 BAR 15",
ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE
CENTERLiNE OF EACH BAR EXCEPT HHERE THE COvER DIMENSION IS St10rlN TO THE
FACE OF THE CONCRETe.
REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS.
REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED
YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF
RECORD.
DESI6N COVER REQUIREMENTS:
C-I-P CONCRETE FORMED AGAINST EARTH:
C-I-P CONCRETE EXPOSED TO EXTERIOR:
C-I-P CONCRETE NOT EXPOSED:
6ROUT FILLED MASONRY:
PRE STRESSED CONCRETe LINTELS (ADD, REBAR IN) :
PRE CAST 6ROUT FILLED LINTELS (ADD, REBAR IN) :
HELDED HIRE FABRiC (~F): ASTM AI85-ClOa.
3"
2"
1 1/2"
3/4"
I 1/2"
I 1/2"
CONCRETE :
DETAIL REINFORCEMENT IN ACCORDANCE HITH ACI 315-LATEST EDITION.
4.2, I,
4.2.2.
4.2.3,
4.2.4.
4,2.5,
4.2.6.
4,2.1.
CONCRETE TYPE
MODULES OF
MIN. 28 DAY ELASTICITY
DESI6N (f'c) DESIGN (E)
4.6.
C+P CONCRETE (NORMAL HEIGHT)
2p50 Ksl
2,500 Psi
C-I-P GROUT
2p50 Ksl
3,122 Ks1
4,030 KsI
2,500 Psi
PRE CAST CONCRETE liNTELS
PRE STRESSED CONCRETE LINTELS
3,000 Psi
5.000 Psi
CONCRETE St1ALL CONSIST OF I" MAXIMUM A6GRE6ATe CONCRETE MIX HITH SLUMP
BElV'-EEN 6" AND T' AT TIME OF PLACEMENT, SEE SPECIFICATIONS FOR ADDITIONAL
CRITERIA.
4.1.
GROUT St1ALL CONSIST OF PEA ROCK (3/8" MAXIMUM A6GREGATE) CONCRETE MIX
HITH SLUMP BE~EN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR
ADDITIONAL CRITERIA.
CONSTRUC TION JOINTS HILL BE PERMITTED
METHOD OF CONCRETE FORMING, PLACEMENT AND CURiNG SHALL BE CONDUCTED IN
ACCORDANCE HITH THE SPECIFICATIONS AS STATED.
EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR HALKWAYS ~ DRIVEHAYS) :
3 1/2" MIN. THICKNESS W MIN. REINFORCEMENT OF 6.0 x 6.0 W 1.4 x 1.4 HHF @
MID-DEPTH OF SLAB, FIBER MESH MAY BE USED ILO. ~F @ CONTRACTORS DISCRETION,
CONCRETE PLACEMENT PRACTICES St1ALL BE IN ACCORDANCE WALL
ACI- MCP 1'1C;'1 STANDARDS.
CONCRETE MASONRY :
4,3. I.
4,3,2,
4,3,3.
4.3.4.
4.3.5.
4.3.6.
4,3.1.
FILLED CELLS W (I) 1<5 BAR St1ALL BE LOCATED @ 8'-0" O.C. MAX, @ OOTH SIDES
OF OPENINGS 6'-0" HIDE OR MORE, @ THE HIGH SIDE OF ALL MASONRY HALL
STEPS, ~ @ ALL CHANGES IN DIRECTION OF THE MASONRY HALLS.
LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C'10-'10, TYPE II
NON-MOISllJRE CONTROLLED,
ALL CELLS ~ CAVITIES BELOH GRADE HILL BE FiLLED W CONCRETe IN ALL
STEM HALLS.
THE A6GREGATE STRENGTH OF THE BLOCK AND MORTAR St1ALL BE F'm = 1,500 PSI
MINIMUM,
METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE
CONDllCTED IN ACCORDANCE HITH THE SPECIFICATIONS AS STATED.
MORTAR St1ALL BE TYPE "S" FOR ALL MASONRY CONSTRUCTION.
LINTELS SUPPLIED BY APPROVED MANUFACllJRER:
I) FECP/CAST-CRETE CORPORATION
2) POHER CONCRETE
3) ALliED PRECAST
4) LOTT
5) MARiON MASONRY
6) HIEKHA
4.8.
S TRUC TURAL LUMBER :
4.4.1.1.
4.4.1.2,
4.4.2,
4.4.3.
4.4.4.
4.4.5.
4.4.6,
4,4,1.
4.4.8.
4.4. '1.
SOIL:
INTERIOR LOAD BEARING HALLS SP.F., fb = 615 PSI, E = 1200 KsI
4.8. I.
4,8.2.
MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF.
ALL SOIL IS TO BE CLEAN ~ POISONED FOR TERMITES PER FBC 2001 SECTIONS
104.2.0, 104.2.1, 1403.1.0, 1503.4.4, 1816, 1'116.1.5, 2303.1.4, ~ 2304.
ALL EXTERIOR FRAMING SP.F., fb = 615 PSI, E = 1200 KsI
ALL FRAME HALLS TO BE CONSTRUCTED USING S.P.F. ,
SllJD QUALITY OR BETIER
ALL PL YY'K)OD USED FOR EXTERIOR APPLICATIONS
St1ALL BE APA RATED St1EATHING EXP I U,N.O.
ALL PL YY'K)OD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND
SHEAR HALLS St1ALL BE APA RATED SHEATHING EXP I U,N.o.
IF OSB OOARD IS TO BE USED IN PLACE OF PL YY'K)OD IS TO HAVE SIMILAR OR
GREATER SECTION PROPERTIES.
ONLY STRUCllJRAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. HOOD IN
CONTACT HITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING.
HHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE
MANUFACllJRER IS TO SUBMIT SHOP DRAHINGS TO THE ENGINEER OF RECORD,
DESI6N, FABRICATE AND ERECT HOOD TRUSSES IN ACCORDANCE HITH THE "DESI6N
SPECIFICATION FOR L16HT METAL PLATE CONNECTED HOOD TRUSSES" BY THE
ANSI/TPI 1-1'1'15, HiB-'11 AND QST-88.
UNTREATED HOOD SHALL NOT BE IN DIRECT CONTACT HITH CONCRETE, SEAT PLATES
St1ALL BE PROVIDED AT BEARING LOCATIONS HITHOVT HOODEN TOP PLATES.
ALL EXTERIOR FRAME HALLS St1ALL HAVE 1/8" S1lJCCO FINISt1 PER ASTM C. '126.
APPL I' 3 LAYERS W THICKNESS OF 1/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK.
EACH, AND 3RD LAYER 1/8" THICK,
TERMITE PROTECTION -
PLANS MUST SPECIFY TYPE OF TERMITE TREATMENT
, Soil Chemical Barrier Method
, Other treatment - Mvst speclf~ proposed method and :;vbmlt docvmentotlon, Hhlch
svbstantlates the proposed method, Is an approved termite protection s~stem or method.
IF CHEMICAL SOIL TERMITE TREATMENT IS USED
I.
FBC 104.2.0 - "A permanent sign Hhlch Identifies the termite treatment provider
and need for re-Inspectlon and treatment contrad reneHal sholl be provided.
The sign shall be posted neor the Hater heoter or elec.trlc. panel"
FBC 1503.4.4 - Condensate and roof dOHnspovts sholl discharge at leost
1'-0" ClHa~ from the bvlldlng side Halls.
FBC 1503.4.4 - Irrlgotlon/sprlnKler s~stems Inclvdlng 011 risers and
spra~ heads shall not be Instolled Nlthin 1'-0" of the bvllding side wall.
FBC 1403.1.0 - To provide for Inspection for termite Infestotlon, between
Nail covering and flnol eorth grade shall not be less than 6 inches.
Exception: Point or decorative e.ementitlovs finish less than 5/8"
thiCK adhered directl~ to the fovnclotion Hall.
FBC 1816.1.1 - Initlol treatment shall be done after all excavation
and bocKfll1 Is complete.
FBC 1816.1.2 - Soil dlstvrbed after the Inltlol treatment sholl be retreated
Inclvding spaces boxed or formed.
FBC 1816.1,3 - Boxed areas In concrete floors for subsequent Installation of traps,
etc., sholl be made Hlth permonent metal or plastic forms. Permanent forms mvst be
of 0 size and depth thot NIII ellminote the dlstvrbonce of soil after the Initial treatment.
FBC 1816,1.4 - Minlmvm 6 mil vapor retorder mvst be installed to proted agolnst
rainfall dilution. If rainfall occvrs before vapor retorder plocement,
retreatment Is reqvired.
FBC 1816.1.5 - Concrete overpovr and mortor along the fovndatlon perimeter
mvst be removed before exterior soil treatment.
2,
3.
4.
5.
6.
1.
FASTENERS AND TIE DOHNS :
4.5. I.
4.5.2,
4.5.3.
4.5.4.
4,5,5,
4.5.6.
4.5,1,
4.5,8,
8.
FASTENERS AND TIE DOHNS SHALL CONSIST OF BUT ARE NOT LIMITED TO :
C;,
St1APES, ANGLES, CHANNELS: ASTM A3b-3bM CJ4 F~ = 36 Ksl
ROUND METAL PIPE: AS1l'1 A53-C;4, GRADE B Fy = 35 KsI
SQlJARE METAL llJBING : ASTM A500-C;4, 6RADE B F~ = 4bKsl
HI6H STRENGTH OOL TS : ASTM A325-C;4
MACHINE OOL TS : GAL V ANIZED ASTM A301-C;4
10, FBC 1816.1.0 - Soil treatment mvst be applied vnder 011 exterior concrete
or grade Hlthin I '-0" of the strvdvre sldeHolls,
II. FBC 1816.1.0 - An exterior vertical chemical borrler mvst be Installed after
constrvdlon Is complete, Inclvding landscaping and Irrigation. Any soil distvrbed
after the vertical barrier Is applied, shall be retreated,
12. FBC 1816.1.1 - All bvlldings are reqvlred to hove pre-constrvdlon treatment.
13. FBC 1816.1.1 - A certificate of compllone.e mvst be Issved to the bvilding deportment
~ a licensed pest control compon~ before a certificate of occ.vponc':j Hili be Is:;ved.
The cutiflcote of compliance sholl state: "The bvllding has received 0 complete
treotment for the prevention of subterranean termites. The treatment Is In
accordance with the rvles and laHs of the Florldo Deportment of Agricvltvre
and C00svmer Services",
14. FBC 2303.1.3 - After 011 work Is completed, loose Nood and fill mvst be removed
from beloH and Hithin 1'-0" of the bvlldlng. This Inclvdes 011 grade stoKes,
tvb trap boxes, forms, shoring or other cellvlose contolning material,
15. FBC 2303,1.4 - No Hood, vegetotlon, stvmps, wrdboard, trash, etc"
sholl be bvrled Hithln 15'-0" of an~ bvildlng or proposed bvildlng.
SHEET METAL ACCESSORIES St1ALL CONFORM TO : ~ = 33KsIHITH 6<10
GALVANIZED COATiNG IN ACCORDANCE HITH ASTM A525-81.
NAILS SHALL CONSIST OF : COMMON HIRE NAILS HITH MINIMUM DIAMETER AS
FOLLOHS : 8d = 0.113", 10d = 0.128", 12d = 0.128", 16d = 0.135".
ALL FASTENERS AND TIE DOrlNS EMBEDDED IN CONCRETe OR USED IN AN EXTERIOR
APPLICATION ARE TO RECEIVE AN ANTI-CORROSIVE COATING BY MANUFACllJRER
PRIOR TO INSTALLATION.
ALL FASTENERS AND TIE DOrlNS ARE TO PROVIDE THE UPLIFT CAPACITT CALLED
FOR IN THE PLANS ARE A MINIMUM.
ALL FASTENER TIE DOHNS, BEAM HAN6ERS, JOIST HANGERS, AND FLOOR TRUSS
STRAPPING ARE TO BE INSTALLED IN ACCORDANCE HITH THE PLANS AND
SPECIFICATIONS.
CONCRETE EMBEDDED 'J' OOL TS USED FOR UPLIFT ARE TO BE HET SET PRIOR TO
INITIAL SET OF 11-!E CONCRETE, SPACINe AND ALI6NMENT ARE TO BE IN ACCORDANCE
HITH THE DESIGN PLANS, U.N.O. AL TERNA TES TO "J" OOL TS ARE NOTED ON PLANS.
CONCRETE EMBEDDED TIE DOHNS USED FOR TRUSS AND HALL UPLIFT ARE TO BE
PLACED AROUND EMBEDDED REINFORCING PRIOR TO PLACING GROUT.
4.8.3.
SOIL IS TO BE COMPACTED TO Cl5% MODIFIED PROCTOR AS DEFINED BY
AS1l'1 D 1551-'11
MICRO-LAM LUMBER:
4,6. i.
STEEL:
4.1. I.
4,1.2.
4,1.3,
4.1.4.
4.1.5,
4,1,6.
4.1,1.
MICRO-LAM STRESS 6RADES St1ALL PROVIDE THE FOLLOHING MINIMUM PROPERTIES:
E = 2,000,000 PSI
Fb = 2,'150 PSI
Ft = Ip50 PSI
Fe. = 500 PSI (PERPENDICULAR)
Fc = 2,100 (PARALLEL)
Fv = 285 PSI
ATTENTION: C~EMICAL C~ANGES IN PRESSURE TREATED WOODS
AS OF DECEM6ER 31ST, 2003, C~ROMATED COFFER ARSENATE (CCA-C)
WILL NO LONGER 6E FRODUCED FOR RESIDENTIAL OR GENERAL
CONSUMER USE. SEVERAL NEW FRESSURE TREATED WOOD ALTERNATIVES
~AVE 6EEN CREATED TO REFLACE CCA-C. MANY OF T~E NEW FRESSURE
TREATED WOODS USE C~EMICALS T~AT ARE CORROSIve TO STEEL. IT IS
T~E CONTRACTOR'S RESFONSI61LITY TO veRIFY T~E TYFe OF WOOD
TREATMENT AND TO SELECT AFFROFRIATE CONNECTORS T~AT RESIST
CORROSION. FOR EXAMFLE, ACQ-C, ACQ-D, C6A-A, OR CA-6 REQUIRE
140T-DIFFED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM
60RATE (S6X) DOES NOT.
INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED
STEEL ERECTOR.
FABRICATe AND ERECT ALL STRUCllJRAL STEEL IN ACCORDANCE HITH A.15.C.
"SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCllJRAL
STEEL FOR BUILDINGS",
STRUCllJRAL STEEL: ASTM A36-36M '14.
STEEL 1lJBIN6: ASTM A500-C!4, 6RADE B,
HELD ED CONNECTIONS: E10XX ELECTRODES, MINIMUM SIZE FILLET HELDS 3/16", AY6
CERTIFIED HELDERS, CERTIFICATION PAPERS TO BE SUBMITIED UPON REQUEST,
HHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE HEB STIFFENER
PLATES ON EACH SIDE OF THE HEB, OF A THICKNESS EQUAL TO BEAM FLANGE
THICKNESS, LOCATED AT THE CENTER LINE OF THE llJBE COLUMN,
THE STEEL FRAME IS "NON-SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT
SHALL BE PROVIDED BY THE CONTRACTOR UNTiL REQUIRED CONNECTIONS OR
ELEMENTS ARE IN PLACE.
D SAMUEL A. GREENBERG, F.E. t:3424S
D n4UY ~. ~UYNH FE. 4t60122
D IRWIN J. BENSON, F.E. '4~1S8
DALI ABBAS ~AKIM, FE. 4IS~18~
TO THE seeT a= THE ENG:lNEER'e KNOI.llEOGE ~ eELIEF, THE
e~TURAl.. FLtoNe ~ $FECIFICATI~e COMFL Y WITl4 THE
flORIDA elJlLDING CODE, eECTr~ 16'* FOR 12~ MFH 3 eEca-ID
GUeT, ~ 'e' WIND Za--IE (2001 EDITICW.
Tl4le DRAlUING t>ND DeelGN Ie vALID FOR 12 MalTHe AFTER THE
DATE IT Ie elGNEP ~ eEALED.
elGNED ~ eEALfD FOR THE e~TURAL PORTf~ a= THle
DRAWING ~ Y.
ill REVISED 08-15-03
& CREA lED 01-02-02
D E DAN5CO
ENGINEE~INci, P A
p.o. eo>< ~ - APOLLO eeACW - FLOI'ttOA - '.12
.-..IGlNI! - leIS) .. eI66 flAX - l~) .. MU
... ~.__ fC\ 111ESE DRA'MNGS AND DESIGNS ARE 111E JOINT PROPERTY OF DANSCO ENGINEERING, P.A. AND 111E
&IiiiI.....,., '0'CUENT ON 111IS PRO"fCT. ANY REPRODUCTION OR UNAUl110RlZED USE IS PROl1IBITID. - 2003
3
120
SEC.
MPH
GUST
lENNAR 1-IOME6
TAt'PA DM6ION
BV.
N:/BLOCKS/STD 2001
6~TURAl NOTE6 ~ET
DE JOB NO. PM - 5021 eN!
S TRUe TURAL NOTES
COMPONENT ~ CLADDING DESIGN PRESSURE
(120 HPH, 3 SEC. 6lIST, 2.11I2 TO 6.<:1112 PITCH, EXPOSURE B, iHPORTANCE FACTOR: I)
(PSF)
TRIBUTARY AREA
(FT2)
ROOF HP-LL
(GCpl : +/- 18) (GCpl : +/- 18)
14.'1 -50.1 25,'1 -34,1
13.6 -45.4 24.1 -32.4
11.<1 -3<1.3 23.2 -2C!.3
105 -34,1 22.0 -26,<1
105 -34,1 21.1 -26.2
REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS
(RE: FBC 2405.2.1)
10
20
50
2405.1 6enerol, Indlvldvol glozed oreos Inclvdlng gloss mirrors In hozordovs locotlons
svch os those Indlcoted in 2405.2 sholl poss the test reqvirements of CPSC 16-G.FR,
Port 1201 or b~ comporotlve test sholl be proven to prodvce or leost eqvlvolent performonces.
100
125
NOTES: I FOR EFFECTIVE AREAS OR HIND SPEEDS BETHEEN THOSE 61VEN ABOVE, THE
LOAD MAY BE INTERPOLATED, OTHERWISE USE THE LOAD ASSOCIATED HITH
THE LOHER EFFECTIVE AREA.
2 TABLE VALUES SHALL BE ADJJSTED FOR HEISHT AND EXPOSURE BY
HUL TIPL YIN6 BY ADJUSTMENT COEFFICIENTS IN TABLE [606.2D OF THE FLORIDA
BUILDING CODE 2001.
3 PLUS AND MINUS SI6NS SI6NIFY PRESSURES ACTING TOHP-RD AND A);{A,Y FROH
THE BUILDING SURFACES.
Exceptions:
I. Polished Hire gloss instolled In fire doors, fire HindoHs oncl vleH ponels in fire reslstont
Holls ond howrdovs locotlons In 2405.2.1(3) ond 2405.2.1(4) sholl compl~ Hlth ANSI Z<11.1.
2. Approvecl plostlc moteriols vsed os glozing in hozorclovs locotlons sholl compl~ Hlth ANSI zen.l.
2405.2 Hozordous Locotlons
2405.2.1 me folloHing sholl be considered specific hozordovs locotlons for the pv('pose
of glozing:
I.
610zing in sHlnging doo('s ond fixed ond sliding ponels of sliding
(potIO) cloor ossemblles.
2.
610zinq In doo('s ond Nolls of enclosv('es fo(' hot tubs, Hhi('lpools,
sovnoS"; steom ('ooms, bothtubs, shoNers qnd oth.e(r svch focllltles
Hhere svch qlozlnq is locotecl 36 Inches ('114 mm) or less,
meosu('ecl hdrlzonroll~, from 0 stondlng or Hoiklng surfoce Hlthln
the enclosu('e oncl Hhere the bottom edqe of the exposed glOZIng is
less thon 60 Inches (1524 mm), meosure6vef"tlcoll~, obove such
stonding 0(' Holklng svrfoce.
PRECAST LINTEL
SAFE GRAVITY LOAD TABLE
LENGTH
SAFE LOAD - POUNDS PER LINEAR FOOT
UNFILLED FILLED
3.
610zing in on inclivldvol fixed or operoble ponel odlocent to 0 door
Hhere the neorest vef"tlcol edge Is Hlthln 0 24-lnCn (610 mm)
rodlvs of the doo(' In 0 closed position ond Hhose bottom edqe is
less thon 60 Inches (1524 mm) obove the floo(' 0(' Hotklng surtoce.
6,861
6,039
4,657
3,662
3,241
2,718
2,332
2,040
1,529
1.392
1,234
1,140
1,073
1,003
1,370
1,203
950
750
610
570
470
2'-10" (34") PRECAST
3'-6" (42") PRECAST
4' -0" (48") PRECAST
4'-6" (54") PRECAST
5'-4" (64") PRECAST
5'-10"(64") PRECAST
6'-6" (78") PRECAST
7'-6" (90") PRECAST
9'-4" (112") PRECAST
10'-6" (126") PRECAST
11'-4" (136") PRECAST
12'-0" (144") PRECAST
13'-4" (160") PRECAST
14'-0" (168") PRECAST
14'-8" (176") PRE STRESSED
15'-4" (184") PRE STRESSED
17'-4" (206") PRE STRESSED
19' - 4" (232") PRE STRESSED
21'-4" (252") PRE STRESSED
22'-0" (264") PRE STRESSED
24'-0" (288") PRE STRESSED
2302
2302
2,029
1.624
1,184
972
937
767
573
456
445
414
362
338
N.R.
N.R.
N.R.
N.R.
N.R.
N.R,
N.R.
Exception:
I. 610zlnq In Holls perpendlcvlor to the plone of the door In 0 closecl position in Group R3
or Hltnln dHelllng vnlts in Grovp R2 sholl be subject to 2405.2,1(4).
4. ~IZ~f761n~n g~s~fr~~~V?~ I~I~~~ ~(' o~ge~oJ~~yPe~~~~t o~~;t;hgn ~~of~
follOHing conclitlons:
4.1 Exposea ore20 of on incllvlduol pone greoter thon <1 sq. ft.
(0.84.m )
4.2 Bottom eclge less thon IS Inc.hes (451 mm) obove the floor,
4,3 Top edge g('eoter than 36 Inches ('114 mm) obove the floor.
4.4 One 0(' mo('e Holking surfoces Hithln 36 inches (<114 mm)
ho('lzontoll~ of the plone of the glozing,
5. All glozing In rolllngs regordless of oreo or height obove 0 Holklng
surfoces Including strvcturol boluster ponels ond non structurol in-
fills ponels.
6, 610zIng in Holls ond fences enclosing indoo(' ond ovtdoo(' SHimming pools ond
spos Hhere the bottom exposed edge of the glozing Is: (I) less thon 60 Inches
(1525 rnm) above the Ho:klng svrfoce on the pool slcle of the glozing, oncl (2)
the glozIng Is Hlthln 60 Inches (1525 mm) ho('izontoll'~ of the Horer's edge of 0
SHimming pool or spo. mis sholl oppl'~ to single glozing oncl 011 pones in
mvltiple glozing.
~ SAFE LOAD VALUES ARE BASED ON MANUFACTURER'S CALCULATIONS.
~ PRECAST LINTELS MAY BE SUPPLIED ONLY BY APPROVED
PRECAST MANUFACTURERS. (SEE SECT 4.3)
~ FILLED LOAD VALUES ASSUME A MINIMUM 8" CONCRETE FILLED KNOCK-OUT BLOCK ABOVE
THE PRECAST LINTEL AND ONE #5 BAR IN THE LINTEL.
~
:z:
:1
~ a..
iSt :J:
:>>
::\.l :>.
.a
9
D .>0:
.. CD
D <l)
.- "0
.. 0
n -
... ::J
-:C
D
... ....
o
(,)
::;) ,
a ~
<l) .
31:...
~Sl
a
::\.l CD
Z <D
;Q (,)
- -
>- >
...J <l)
- "0
~'"
.1- _
I ....J
.u~
...J ,
~a..
z:: :J:
;Q 'a
<t!;;;
J.. .>0:
I ~
- 0..
- ,
x -
cC-
z:: <l)
z::
.u :.
...J <l)
- :x:
...
ID
. oS>>
::\.l <>>
<0
:::I
;Q <l)
- ~
;Q c:
:"::01
g-;;;
...J (j)
3:) 0
-
.. a..
z :c
A)
B)
C)
D)
GLASS BLOCK INSTALLA 11 ON PERFORMED IN ACCORDANCE Wl111 FBC
COVER SILL AREA Wl111 A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY
AT LEAST 2 HOURS BEFORE PLACiNG MORTAR.
ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP
EXTENDS TO SILL.
SET A FULL MORTAR BED JOINT, APPLIED TO SILL.
SET LO'NER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WlD111 OF 3/8" PLUS OR MINUS
1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE
TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSIllON. (PLACE
A RUBBER CRUTCH 11P ON END OF TROWEL TO TAP BLOCK INTO POSIllON.) DO NOT
REALIGN, TAP, OR 0111ERWlSE MOVE BLOCK AFTER INI11AL PLACEMENT. FOR SOLID GLASS
BLOCK IT MAY BE NECESSARY TO USE WEDGES IN 111E MORTAR JOINTS OF 111E LOWER
COURSES TO PREVENT 111E MORTAR FROM BEING "SQUEEZED" OUT.
INSTALL PANEL REINFORCING IN EVERY 0111ER MORTAR BED HORIZONTALLY AND IN JOINTS
IMMEDIA TEL Y ABOVE AND BELOW ALL OPENINGS WlTI1IN PANELS. (TI1E SAME SPACING
SHALL APPLY TO PANEL ANCHORS VVHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL
OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS.
LAP REINFORCING NOT LESS 111AN 6 INCHES VVHENEVER IT is NECESSARY TO USE MORE
111AN ONE LENG111. DO NOT BRIDGE EXPANSION JOINTS Wl111 REINFORCING. INSTALL
REINFORCING AS FOLLOWS:
* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
* PRESS PANEL REINFORCING INTO PLACE.
* COVER PANEL REINFORCING Wl111 UPPER HALF OF MORTAR BED AND TROWEL
SM00111. DO NO FURROW.
PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
FURROW. MAINTAIN UNIFORM JOINT WlD111.
SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
REMAIN FREE OF MORTAR.
STRIKE JOINTS SM00111 VVHILE MORTAR IS Sl1LL PLAS11C AND BEFORE FINAL SET. AT 111IS
TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEP111 EQUAL TO 111E WlD111 OF TI1E
SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.
TOOL JOINTS SM00111 AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE
WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT 111E VOIDS WlTI1 MORTAR.)
6' MIN.
LAP SPLICE
NOTE.
SEE GLASS BLOCK
INST ALLA TION NOTES,
GLASS BLOCK DETAIL
I)
J)
AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING 11GHTL Y BETWEEN
GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUC110N. LEAVE SPACE FOR SEALING.
APPL Y SEALANT EVENLY TO 111E FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE
MANUFACTURER'S APPLlCA110N MANUAL AND INSTRUC110NS.
A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING.
FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR
INSTALLA110N OF GLASS BLOCK.
K)
20 go., PANEL
ANCHOR
~EXPANSION STRIP
"~ANSIDN
BOL T (2 PER
ANCHOR)
/'
~XPANSION STRIP
~SEALANT
6' MIN,
LAP SPLICE
'J I REINFORCING
PANEL
E)
9 go., PANEL
REINFORCING
(EVERY OTHER '-...
COURSE) ~ ~
. --0: ' .' .,~nl\n
~:::::::~ .. ,.' ,:,.~.::..,:,:
:::.:.....:..:::: ." ... ..::: ..:::::::.:.
"I'. ." ........ ........ .........
II \\\\(\\\\\\\\; \\\\\\\i;;;;;; ~~;;".,
/' ::::nn~~n~: f9P~~~n:n::::'
~?\m~t ;:::..'
:::::~
;r- -SEALANT
'"
F)
G)
H)
* (110mph FASTEST WlND= 130MPH, 3 SEC. GUST. FBC TABLE 1606,1.6.1)
ROOF DIAPHRAGM NAILING SCHEDULE
+ +
+
+ +
+
+ +
+
1/ 6' -0'
/ /
RIDGE LINE ,
+ + + + + + + + +. ~ + + + + + + + + + + + + + +
+ + + + + + + + b + + + + + + + + + + + + + +
+ + + + + + + + +_1 + + + + + + + + + + + + + +
+ + + + + + + + ~ + + + + + + + + + + + + + +
+
+ +
+
+ +
+
+ +
~
~
! ~ 6'i/0' (TYP.)
/~ +; + + +"<"
+ + + +
+ +
+ + + +
, +++ +++
6'-0'
/
+
+ +
+
~ + +
co +
j + +
+
+ +
+
+ +
f:~
+ +
+ +
+
+ +
+
+ +
+
+ + + + + + ~+ + + + + + +
+++++++ +++++ +
+++++++ +++++++
+ + ,+ + + + + + -'- +
'yIDGE LINE
120 MPH 3 SECOND GUST EXPOSURE 'B" WIND ZONE 120 MPH 3 SECOND GUST EXPOSURE "B' WIND ZONE
Sd COMMON NAILS @ 6' O,C, & Sd COMMON NAILS @ 6' O.C, EDGES &
4' O.C. @ GABLE END WALL OR GABLE TRUSS 8d COMMON NAILS @ 12" O.C, INTERMEDIATE
.1310X2.1/2' LONG GUNNAIL.@ 4' O.C. .1310X2 1/2' LONG GUNNAIL @ 4" O,C,
,1200X3 LONG GUNNAIL @ 4 O.C. EDGES & S' O.C. INTERMEDIATE
,1130Xt LON.G GUNNAIL @ 3' O,C~ .1200X3" LONG GUNNAIL @ 4" O,C.
.0990X2 1/4 LONG GUNNAIL @ 3 O,C. EDGES & 8' O.C. INTERMEDIATE
,1130X2" LONG GUNNAIL @ 3' O,C. EDGES
(STAGGERED) & S' O.C. INTERMEDIATE
.0990X2 1/4' LONG GUNNAIL @ 3' O.C.
EDGES & 6' O.C. INTERMEDIATE
+ + + + +~+ + R
+++++ ++ cr
+++++ +++<.0
-'- + + + ~,
D
NOTE: 1) SEE STRUC1URAL NOTES FOR SHEA THING SPECIFlCA TlONS AND 'MND SPEED,
2) END JOINTS OF Tl-fE ROOF SHEA THING SHALL
BE STAGGERED AND OCCUR OVER FRAMING MEM8ER.
3) SCHEDULE ASSUMES SHEA THING IS F ASIDJED DIRECll Y TO SOUTHERN YEllOW PINE OR DOUGLAS
FlR OR BETlER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST
CONTACT DANSCO ENGINEERING, P.A. FOR ALTERNATE FOR NAIUNG PATIERN,
o 6AMUEL A. GREENBERG, FE. ~4245
o T~UY ~. ~UYNH FE. #60122
o IRWIN J. BEN60N, F.E, #4~l58
o All ABBA6 ~AKIM, F.E. "56-186
TO THE BE5T OF T14E ENGINEER'5 KNOWLEDGE AND BELla:, THE
5TRUCTURAL PLAN5 AND 5PEClflCATI0N5 COMPLY WITl-i T14E
fLORIDA BUILDING CODE, eECTION lbgb fOR 12g MPI-I 3 eECOND
005T, EXPOWRE '13' WIND ZONE (2gg1 EDITION).
Tl415 DRAWING AND DE51GN 15 vALID fOR 12 MONTI-I5 AFTER TI-4E
DATE IT 15 51C:INED AND 5EALED.
51C:INED AND 5EALED fOR TI-4E 5iRUCTURAL PORTION OF T1415
DRAWING ONLY.
r
DE
""
D ANSCO
ENGINEERING, FA.
P.o. 60X 3~ - APOLLO eEAC14 - FLORIDA - 33&12
P~ - (813) 645 0166 FAX - (813) 645 cab~
e6 .Ia1'" fC\ -mESE DRA'MNGS AND DESIGNS ARE -mE JOINT PROPERTl' OF DANSCO ENGINEERING, P.A. AND -mE
'"1'Q IV ~ClJENT ON TI1IS PROJECT ANY REPRODUCTION OR UNAU-mORIZED USE IS PROHIBIITD. - 2003
& CREATED 01-02-02
3
120
SEe,
MPH
GUST
~~
LENNAR J.40MEe
5CALE NOTCD
DATE 1n/fD2
TAMPA DIVl610N
DRAlLN B.V.
N:/BLOCKS/STD 2001
NOTE:
iT IS THE CONTRACTORS RESPONSIBIUTY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION
BEGINS. DANSCO ENGINEERING P,A. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS
PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS'
SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED
DRAWINGS MUST BE BROUGHT TO THE ATTENTlON OF DANSCO ENGINEERiNG P.A, PRiOR TO
THE COMMENCEMENT OF CONSTRUCTION.
~
~
eTF(UCTURAL NOTE5 4 T A6LEe
DE JOB NO. PM - 5021
eN2
'-
12
INSULATION TYP.) I VARIES
BAFFLES '\
HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT
~ SCHED.) W/ METAL PL. UNDER EA. TRUSS
1/2" HIGH r\ rOOF COVERING
STRENGTH "'?-- "
CD GYP. 7/16 O.S.B. MIN. SEE ROOF
BOARD OR 1)( )( )( )( )( I( .....~~:J NAILING SCHEDULE ON SHT. SN2
5/8" WALL 1/ )( )( )( )( )(J ') ....I\~ _ ELEV. VARIES ~~
&~9~RL~~CREWS / / .1 , ~ ~ALUMINUM DRIP EDGE ~
@ 7 O.C. CEILING ~ !J; 1/ .J'\ " '
& 8" O.C. WALLS t ",,~LUMINUM FASCIA
R30 MIN. BATT OR (/ E 1\ '" 2x4 SUB FASCIA
BLOWN INSULATION e- ~ 2" U,N,O. . "--12" ALUMINUM VENTILATED SOFFIT
1x2 P.T. HORIZONTAL NAILER ~ ~
STD. 90' HOOK t= S"xS"X16" KNOCK-OUT BLOCK
(SEE DETAIL) / ~ W/ 1 #5 CONT. FILLED
~ SOOD~~OOT
1=
R4.2 MIN. 1=
INSULATION l=
ON EXT.. BLOCK WALLS 1=
1x2 PT WD FURRING~~ ~
@ 24" O.C. f-
/~
1 /2" GYPSUM~ IE
WALLBOARD U.N.O. E
PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O.
;'- ELEV. VARIES ,.\
/f~ ~1" x 2" FURRING \..IJ'
LJ~ "' - ~1" x 6" ROUGH SAWN CEDAR
'" 2x4 SPRUCE SUB FASCIA
1,12" U.N.O. ~12" ALUMINUM
VENT1LA TED SOFFIT
8"xS"x16" NOMINAL BLOCK WITH
3/S" MORTAR BETWEEN COURSES
AL TERNATE FASCIA
SCALE: 3/4'=1'-0"
~ (1) #5 VERT. IN FILL CELLS
3/4" BASEBOARD = w ---- (SEE FDN. PLAN FOR LOCATION)
MIN. 2500 PSI ~ _______ z ()
CONC, SLAB;~ = ~ ~ 0:: _____4"x4" INSPECTION PORT AT
6X6 W1.4XW1.4 WWF ~\ == ~ (f) .----- EACH FILLED CELL TYPICAL
OR FIBERMESH ~ I ~ ~
. I == I-.J ~ HEADER BLOCK U.N.O.
~ - ~~
I z-r---.. d ~ \ /
N ~~ -. · t.. ~ f"- ~
~ "'~YNP;;A~: ~ ~RA9~/~ ~~~
/~~~~ T T ~~':/<<'://)><<~ 1
6 MIL VAPOR BARRIER v~~~J!<1 ! ~~~~> ~ ~
CLEAN POISONED AND COMP.-.J ~,. : ~,. ~>>%>>%: S:
SOIL, (95% MODIFIED PROCTOR . ';~ ~.. '.' ~~~ "oc
PER ASTM 01557) /7" . · /, /, / /,
/ 3 MIN. CLR, ~STD. 90' HOOK
(2) #5 REBAR CONT.~ ' (SEE DETAIL)
ON 3" CHAIR 1'-4"
1/2" CDX PLYWOOD OR 7/16"
O.S,B, SHEAl11lNG REQ'D. FOR
ALL EXTERIOR OR SHEAR WALLS
AS INDICATED ON l11E PLAN.
ATTACH SHEAl11ING W/ 8d
COMMON NAILS @ 4" O.C. @
BOUNDARIES, 6" O.C. @ EDGES,
AND @ 12" O,C. @ FIELD _________...
~SEE UPLIFT SCHEDULE FOR UPLIFT CONNECT10NS
(WHERE UPLIFT STRAPS ARE NOT REQUIRED, PROVIDE
2-16d NAILS @ 24" O.C. FROM TOP PLATE TO
BOTTOM CHORD OF TRUSSES OR 2x4 BLOCKING)
1 "
S.P.F. DOUBLE TOP PLATE~I ~TRUSS BOTTOM CHORD OR
~L- 2x4 BLOCKING W/ 2-16d
SIMPSON SP2 CONNECTORJ v j\ TOE NAILS @ EACH END
-~.-
~.V;2"X S.P.F. (OR EQUAL)
>)... STUDS @ 16" O.C. U.N.O.
~
~ (1) ROW 2x BLOCKING @ MID HGT. FOR
- V - WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING
- @ 3rd PTS FOR WALL HGT. > 8'-6".
1x4 P.T. BASE NAILE
- ~~~=
~
";:,,c$S
~~~
os
~~<?
~~
/ ~~
c~
~<:S>
~
-<<S r ~~
~ ./. ~~
y.....~
NOTES:
1. FILL ALL CELLS BELOW GRADE 'M1EN
'M1EN STEM WALL is LESS l11AN 40"
ABOVE GRADE.
2. FOR STEM WALLS GREATER l11AN
40" HIGH CONSULT ENGINEER.
I II II II II
I II II II II
L_________JI _\.: JL JL JL
1- - - -11- - - - - - ,;(------- - -=--=--=--=--11 -:..-:..-:..--- -=--=--=--=-1"(--:"-:"-:" - -=--=--=--=-1"(-=--=--=-~ I....-Fl RST BLOCK TO BE
II 11I1 II II II II SET IN MORTAR
II II II II
I II II II II II
f= = = = = :::LL_-_-_-_-..,? = ~~-------__,-I-=--=--=--=-...J......h--=-....;:--=---=-...,-r-=--=--=--=-...J-L-=--=--=--=_,-I-:..-=--=--=-...J _-=--=--=--=
I II II II II
: :: :: :: "-..;I- :T: "-3/S" MORTAR BETWEEN
I II II 11:::::-- SLAB & BLOCK
F = = = = ::::;-r--------.....,:ol..k ~ ~r-------_......I....h--=--=--=--=-..,r_-=--=--=--=-...J-L-=--=--=--=-...,-r-=--::...-=- _L_-_-_-_-.,- _-=--=--
II II II -..;I- I
I II II II II II
I II II II , II
I II II II I II ELEV 0'-0"
I ~' "fd-L---------..JL-____..JL -"'..JL . $-
6\ ELEV. -0'-5 1 /4'~J===~:~-~-~-~-I: e-----J[---------J[' ~J ":r4~' 4 A.F.F. ---: ~
'-fI' ( ": a.,.. ..... _j.' 4 4 ' ~ . z
A.F.F. ,,0:::: .4...4. 4..a. .~;, 4 .. '.... .... . .. ," :'..-.." ELEV. -0'-4 1/4" b
~ ~ ~ . 2"x6" RIPPED TO ACTUAL 4. 1,/4" WIDE, ';.. . .. .. . A.F.F. $- 2
t'0 ~ s;:;; ".OR 2~'x4" WlTH 3/4" FURRING .. 4 <l.... 4 . 0
..-- ::2: .. .a. I I.... . '.. .... ...a N
1/ . "GARAGE DEPTH.. .. · <1 ~., .. 4 ." ,
/ a..' ,... VARIES ." _ 4 <::I4....a / . .. a .. ,
S"x4"x16" NOMINAL
BLOCK WlTH 3/S"
MORTAR BETWEEN
COURSES
v" C.M.U. TYPICAL
VTYPE "S" MORTAR
'/
I ~ARCHITECTURAL
V FINISH
SIMPSON SP1 CONNECTOR
-
L--
CONTlNUOUS TO FOOTER BELOW
9@0 ~OOK DETAIL
'al KO. BLOCK
AL TERNATE STEMWALL FOOTING
SCALE: 3/4'=1'-0"
SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATiON
-=
(AA \
Sl f
GARAGE SLAB AT STEP I
SCALE: ~~'=1'-0' ,
B \
Sl 1
1/2"0xS" ANCHOR BOLT@ 24" O'C1~.V2X P.T. BOTTOM PLATE
W/ 2"0x3/16" PLATE WASHER (TYP.) ~ /6X6 W1.4XW1.4 WWF
(4" MIN. \: OR FIBERMESH
I ,; I ,
, . /. . J... I'
_ . '~ -r-.~ ~ -~'-.. -;- - T-='.. .J
J~ t ~, -;- - -~ ~~ -:..~ ..... ~~V:/ 3 1/2"-4;
j 3 1/2"-4~^Y^Y~ 6.. ... :;>/ y>~ MIN,
MIN. \/ /"'~(/(0~"'y~V"'~'"
" /'1> /^YA"'/" /"
(2) #5 CONr::-! 4" 1'-4" 8"
I- ~.~.
_ b II\.~L-
"'='
1 12"~ ANCHOR BOLTS
@ 24" O.C. WI NUT & WASHER
~
1/2" MIN. PLYWOOD SHEATHING NAILED
WI 8d COMMON NAILS @ 4" OIC BOUNDARIES,
6" O/C EDGES, AND 12" OIC FIELD.
SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. ~
(2) ROWS OF 2x BLOCKIN\ r ~ Zx SllJDS @ 16" O/C
@ THIRD POINTS /
____R11
1/Z"" x 8""J" BOLT @24" O/C ...------
NOTE: po< APPLY 3 LAYERS W/ TOTAL THICKNESS U8"
HIL T1 1 12"~ KWlK BOLT II \ po< OVER METAL LATH, FIRST 2 LAYERS 3/8 THICK
wi 8" MIN. EMBEDMENT MAY ~ EACH. 3RD LAYER 1/8" THICK.
BE USED IN LIEU OF ANCHOR
BOLTS. . rSIMPSON SP1 @ EA. STUD
6x6 W1.4xW1.4 W'NF"\
OR FIBERMESH \ ~ 2X P.T. PLATE
S~]L-" - ~C ~
~" /;'<YM'~ ~""c ..k. FINISH GRADE
6 MIL VAPOR BARRIER~l~~1 t> ~..' ", t</~y<'~?/ .
J . ~ vA';/N.'" Z
CLEAN POISONED AND COMPo .~ · / /(~'" ~ L
SOIL. (COMPACTED TO 95% MODIFIE ~ l ~ b. ~'~",,\:: ,/,,-'"
PROCTOR ASTM D1557) {t('<~<<((<<K;:<~ /
t 20" MIN. LAP t
y y"\ 'VO<,;' :-00<.,' ~ '~ ':xx,' ~ vv, ~, V~
,,-#3 OR #4 REINFORCING BAR
V 4"x4" INSPECTION PORT AT
l= EACH FILLED CELL TYPICAL
t
3 1/4" BASEBOARD\ \ l= A
6x6 W1.4xW1.4 WWF \ \ \ E ~ STD. 90' HOOK
OR FIBERMESH \\\ \ t= "I / (SEE DETAIL)
CONCRETE SLAB WITH BROOM _~ ~ I V ~ MIN 2500 PSI
FINI?E STRUCT:~L NOT~S \) ~ . V V ./'". CONC. SLAB
~ />.,y/,,~ "~I~~ 'oc ~
~ ~ 6 MIL VAPOR/~ · '~~~ "or z
~ <0 BARRIER >// ~ / . ," ~ /~;:; S: ~ .~ L
,,~ /"~/~ '" L
i<) Yo . , \ /V .(
r/ ~"V "'-../~
3 ///
(2) .#,? REBAR CONT. MIN. CLR. CLEAN POISONED AND COMPo
ON 3 CHAIRS TYP. 1'-4" I" SOIL. (COMPACTED TO 95% MODIFIED
U.N.O. } PROCTOR ASTM D1557)
1x4 P.T. BASE NAILE~
(1) #5 VERT. IN FILL CELLS
1= 0-7' ~ (SEE FOUNDATION PLAN FOR LOCA T10NS)
1= ' /
E ,.
LOAD BEARING OR-
EXTERIOR WALL
-r--.
~.
f\
r2x S,P,F. STUDS @ 16" O.C.
'I TV T[/-2x STUD
II I U ~ "
1 'I r 8 C.M.U.
f-'1 1/
I'" I Ii ~ 1"x P. T. SllJD
IY/
~ I ~ #5 VERT. IN FILLED CELL
I l..-r ~ 112" X 6" "J" BOLT
I I "
y I @ 24 O.C. VERT.
I I
I I
I J..-~2x P.T. PLATE
Lr:
f'V VVV
\
~ ~ #4 LAP SPLICE
25" MIN, LAP t
'1< l<' "" t ~ >sxx.. .>sxo- )SXK ,>>,X ~ ))'^'
#5 REINFORCING BAR
U.N.O.
MIN.
1\ ~
~ LAP SPLICE
l' 36" MIN, LAP f
"XX )(~^';:XYC~^'>>;;~ \XX-:' .;,xx;^.;,>>j^0X~^'>>;;~ :,'^" / ,
#6 REINFORCING BAR
~ LAP SPLICE
NOTE:
SIMPSON HETA20 @ EACH STUD
WlTH 16-10d X 1-1/2" MAY
BE USED IN LIEU 0 ANCHOR
BOLTS, PROVIDED HETA20
EXTENDS UP STUD.
SIMPSON SP1'S ARE NOT
REQUIRED W/ THIS ALT.
SCALE: ~~"=1'-0'
f2\
~
~
~
'VVV
S
T1PICAL BEARING WALL 1V STEP
(1) SIMPSDN SP1 TYP. ~
~.:
NOTE:
HIL Ti 1/2"0 KWIK BOLT II
wi S" MIN. EMBEDMENT MAY
Bt: USED IN LIEU OF ANCHOR
BOL TS.
HUD COMPLIANT TYPICAL WALL SECTION
NOT TO SCALE
rA\
~
f----- _ ----" _ .,. -. ~ t> _ I---
~ I> J> .. ~ .c
.. .., c I> ~y~yW);
, , , ' ..', " ~~~~
l<~~~~"'~,<"",/"",<~,,<(,~~~~/
/~y;AY~Y~Y~Y~Y;AY>>):Y"'"
/, / /"//,,,/ AY /.",//~/ /" / /
FRAME WALL TO C.M.U. WALL CONNECTION(;\
SCALE: 3/4'=1'-0" ~
SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION
"orz
".-L
L~XX'<"XX,( "y
#5 REINFORCING BAR J I
R 1 7/8"~
'0
.:-
SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS
~ 1~~~~E UPLIFT STRAPS ARE NOT REQUIRED, PROVIDE
~ NAILS @ 24" O.C. FROM TOP PLATE TO
1~
~
~TRUSS BOTTOM CHORD OR
2x4 BLOCKING W/ 2-16d
TOE NAILS @ EACH END
~ S TD. ~e> 0 !-tOOK
SCALE: N.T.S.
r;;'\
~1
S.P.F. DOUBLE TOP PLATE~
SIMPSON SP2 CONNECTOR~
-
4"
1'-4"
T1PICAL EXTERIOR FRAME WALL FOOTING
SEE A/S1 FOR MORE SLAB INFORMATION SCALE: 3~'=I'-e>'
(E ,
~'
REBAR DETAILS
'--
- .---
V2"x S.P.F. (OR EQUAL)
/ STUDS @ 16" O.C. U.N.O.
(1) ROW 2x BLOCKING @ MID HGT. FOR~ ~~,19
WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING
@ 3rd PTS FOR WALL HGT. > 8'-6". 1/2"0x8" ANCHOR BOLT @ 24" O.C.
r r~/ 2"0x3/16" PLATE WASHER (TYP.)
SIMPSON SP1 CONNECTOR ~t>< 1/ '
2x p, T. BOTTOM PLA TE~ ~ r 6X6 W1.4XW1.4 WWF
(4" MIN. "".~. / OR FIBERMESH L
_ . '~ -.,L ~ - -~'-.. -;- - '1
'OC:z ( tlf, ~ - ~~ ~.. -:..~ . ..~~<<~:/
~ 3 1/2" -4~^\/);:V~ 6.. .. :;;:;;;~>~
MIN. ',,/ /~VV<K<<<<~"'~'"
/~>/^yA /" /
(2) #5 CON-r:! 4" 1'-4" 8"
I'
ci 1/2" MIN
P.T. 2x4 1/2" GYP. BD.
SOLE PLATE\ _
,... "Gx=HOLD GYP. BD.
X' Q:) . 1/2" FROM SLAB_
'~. z/ ~~~~ANBTEAD
~O,-O"S( :. ..,./'''':'- '/~ \'
.~~..'. ~ INTERIOR \
. ~., 4 ,.~ ) - 4"
. '. ~.- / $-
HIL Ti X-CF NAILS @ 12" O.C. . .. :. '.-/
~~~~~EfJDCtNRCOR~T~06~0~QUAL 6X6 W1.4XW1.4 WWF OR FIBERMESH \'\..
. CONCRETE SLAB\ \Y j6X6 W1.4XW1.4 WWF OR FIBERMESH
--'r- -1- ,I \ \ f\ k7
· Z JI' ".{,_<1 . \ \ \ "
. ~ ~ ((- <1 . <1 .. \.. - - "<;j- I J ":.;r
.9 :::;" \ /,y//y////: /~ '--./ ~ _:...- _.:z. ~ 1_ ~~ - ~ J.I z
~ Y\"'V"~,, <1 , ,,' 4 -~ S~
//;< // ~'Y" ,." .... ~ y. &~>V)2I:)> -1 r<')
--'.--------- > ~<0/1r<<':/~,~~
~'" ~';>>~%>>>~~~'S~
6 MIL /
VAPOR BARRIER 8" 1'-4" 8"
(2) #5 STEEL (CONT..)
ON CHAIRS
__ ~2X STUDS @ 24" O.C. U.N.O.
~ ~1/2" GYPSUM WALLBOARD U.N,O.
~ W/ DRYWALL SCREWS @ 8"0.C.
GARAGE
/~19 CONT. BEAD
~ U.N.O. SEALANT
3 1/2"-4"
MIN.
NOTE:
SEE SECllON C/S1
FOR ADDIllONAL INFORMAllON
-rf -;/ (1) ROW 2x BLOCKING @ MID HGT. FOR
WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING
~ @ 3rd PTS FOR WALL HGT. > 8'-6".
SIMPSON SP1 CONNECTOR
- r TYPICAL C.M.U. BLOCK WALL
"" ;;;;/
EXPANSION JOINT\
8" . VARI~,
#5 CONT"I\ \
"oct' +... .. a \ ,~ . . ~ ~ M
/>;/~ . .. '7.. #/)<<<<~ .c
YAy;AY~)' ! <;>)25)25'" ~
~~'0 JP '~r\~~~'
'<y;A'>';~ .. I \ ,,~"" '/"
<<V;; >>~"'~~M~/
/~ '/ , //~~ / ~ /'
. d 3" MIN. CLEARANCE
~BLOCK WALL BEYOND
:.>
X
::;)
1/2"0xS" ANCHOR BOLT @ 24" O.C.
SPACE ANCHOR BOLTS 6" MAX. /r W/ 2"0x3/16" PLATE WASHER (TYP.)
FROM END OF 2" x PLATE ~
/ 6X6 W1.4XW1.4 WWF
D OR FIBERMESH
f ... ~ /
/><<~~-~~~~'~~-~'~~~~'tJ 1~~~- b ~
/'V/>~J\ I.. ~~~/0/~ . =1
/ "0(<<<<~t<<~ ~~y ~OTE:
(2) #5 CONT. f />'>Y)>'>j>'i'>Y / HILT! '!2"~ KWlK BOLT II
W! 6" EMBEDMENT MAY BE
8" 1'-4" 8" USED IN UEU OF ANCHOR
BOL TS.
"" ;;;;
~ GALVANIZED METAL STOP SECURED TO WALL
IE ;;TO RUN CONTINUOUS AND LEVEL AT A MINIMUM
"" OF 8" ABOVE GRADE.
z:
~ ES~ GRADE ~
= .
I = _ J-,ELEYATl~ 0'-0. co,
~. _L ~TOP OF S~B__Y
~ ~ r\)\\\~~'Y\\\' ~
. . ~'R\S '//\ \ -~ ".-
/
:.H.D. RECESS
U.N.O.
MIN.
ALTERNATE T1PICAL BEARING
WALL 1V STEP WIO SHEAR WALL
0-
n :I:
so
so >.
::\.l .a
D "'"
n <0
.. cP
>> '0
so 0
FINISH TEXTURE BREAK
SCALE: N.T.S.
I~
, Sl.J-
-=
GARAGE DOOR SLAB RECESS
: fJ\
.V:V
INTERIOR WALL SLAB STEP NON-BRG. J
SEE A/S1 FOR MORE SLAB INFORMATION SCALE: ~~'=1'-0' ,
K \
S1 1
NOTE:
SIMPSON HETA20 @ EACH STUD
WITH 16-10d X 1-1/2" MAY
BE USED IN LIEU 0 ANCHOR
BOLTS, PROVIDED HETA20
EXTENDS UP STUD.
SIMPSON SP1 's ARE NOT
REQUIRED W/ THIS ALT.
D SAMUEL A. GREENBERG, P E. "34241;
D Tf-lUY f-l. f-lUYNf-l, P.E. '*60122
D IRWIN J. BEN&ON, P E. .4~l1;8
D ALl ABBA& f-lAKIM, PE. #56l86
SCALE: ~"4"=1'-0"
...=.
j CC\
, Sl.J
~
(2) #5 CONT.
ON 3" CHAIRS (TYP.)
1'-4"
NOTE:
HIL TI 1/2"0 KWlK BOLT II
wi 8" MIN. EMBEDMENT MAY
Bt: USED IN LIEU OF ANCHOR
SOL TS.
.. -
..=.
TYPICAL INTERIOR BEARING WALL 0/ G \
SCALE: ~"4"=I'-0" S1 ,-
SCALE: N.T.S.
SEE A/S1 FOR MORE SLAB INFORMA TlON
~
::\.l ~
...<
r<')
6X6 W1.4XW1.4 WWF
I / OR FIBERMESH
l ,,, .' Ll
~ --s _...!.. ~ - <r ~ - -A. -..... GRADE
I ''''Y/Y/>Y0Y/~''~\ ~~)Y/>//~'
" y" y<y /- 0.V~ y ;;""V<</ '
,'" " /~ "'>)~ ^Y;~Y>>
,,/ /,,/\
L(1) #5 CONT.
3/4" RECESS FOR S.G.D.~ . ".DILe 6X6 W1.4XW1.4 WWF
~ / OR FIBERMESH '"
I .... 4 ,k' d. .. J,.. J. I -,;
~.....- ~-,-,r - -~- - 41 ~~
't~~~~~;-' '. ; · ~~'Y' ~;;
/ /Y / ff;/ /~ //" /)'/ / /<<~
(2) #5 CONT. ('\ <",~~"",,<: ~"< '
4" 1'-4" 8"
--
rEXTEND FILL CELLS TO FOUNDATION
PAD MAT REINFORCING.
ill CREATED 01-02-02
TO TI4E BEST OF TI-iE ENGINEER'S KNOWLEDGE AND BELIEF, mE
STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITI4 mE
FLORIDA BUILDING CODE, 6ECTION 1~0b FOR 120 MPI-4 3 6ECOND
GUST, EXPOSURE '6' WIND ZONE (2001 EDITION).
TI-4IS DRAUJING AND DESIGN IS vALID FOR 12 MONT1-46 AFTER THE
DATE IT IS SIGNED AND 6EALED.
61GNED AND SEALED FOR THE STRUCTURAL PORTION OF T1-416
DRAWING ONLY.
.
"<;j-
.
~
EXPANSION JOINT FORMED USING
1/2" EXPANSION JOINT MATERIAL
THICKEN SLAB EDGE BETWEEN ~3/4" RECESS FOR S.G.D.
DOOR FRAMES AS SHOWN l/ADIC'C 6X6 W1.4XW1.4 WWF
\ / OR FIBERMESH
FINISHED CONCRETE LANIA TO
RECIEVE BROOM FINiSH U.N.O., / .
- \ \ I ~
".t":.;r \ \\~.-Y--;'-;--~~~~ J~~
. _I<-+-~ ' . --.. ... . -1 ........ ~
'r .N ~ + -4-~ - ~7 '- ... \ / ~ . /v);: ');: ~
~ "oc :::::-~" "'...../ /'\j /.y/~.. -...~ ~ 4.. <1 /~1/ / /// / r<')
r<') " y,,', v, x vl~ r" .~.. if>.,"''''
6X6 W1.4XW1.4 WWF~ 0[/)<~v~//~;X"
OR FIBERMESH / ~l-(2) #5 CONT.
~ 8" 1'-4" Ii"
(1) #5 CONT.
t MASONRY WALL AND-'-h: 3-
PAD FOOTiNG ......__MASONRY WALL AND
~ PAD FOOTING
.0 ....
... (:)
-
-
o ,
::>
I:>?
u .
cP '.
:t:
CJI~
:is
o -
. co
... cP
:.r.l 0
>- >
-I cP
- -a
~N
.1- -
, .-I
.u~
...J ,
~O-
z: :J:
;Q '0
,.d:a
1. ..lC
:f ~
- 0-
_ I
X ....
<-
z: q)
z::-
J.J :.
...J cP
- :J:
...
S>
so IS>>
::\.l <:g
CD
::;)
- ....
;Q cP
- ~
;Q C
~Cl
~-;
...J cP
:CC
-
.. 0-
z: :I:
SEE SEC. A/S1 FOR ADDITiONAL SLAB INFORMATION
8" MASONRY WALL
4" 8"
OPTION #1
OPTION ~
CONT. FOOTING STEEL \
\ JI =11/2" MIN,
" GRADE
6 MIN. />.. ,/>.. ,/>.. ,,/'':-.. f\
/:y(<( Ie. IY^'Z(^-<(~y
0>>: L-f- ~w>>/<<y FOOllNG BEYOND
v~ \,. r,,<<<<<<'"
~I.I. · · · I/Y//Y//Y/), ,..I" 3" MIN. CLEARANCE
\~~"'~~""~%~"'~"0' '
PAD REINFORCEMENT ~/ ~%~~~ .~*
(SEE SCHEDULE) 'J" MIN. CLEARANCE
FOOllNG V\'1Dll1
SEE SCHEDULE
r
D E DAN5CO
ENGINEERING, FA.
p.o. eox 3400 - APOLL.O ee~ - FL.ORIDA - ~~&'2
R-IONE - (el~) 645 0166 FAX - (el~) 645 ~<aa
E6 4510 0 TIjESE DRAWINGS AND DESIGNS ARE TIjE JOINT PROPERTY OF DANSCO ENGINEERING, PA AND TIjE
~ CUENT ON TIjIS PRO"El ANY REPRODUCTION OR UNAUTIjORIZED USE IS PROHIBITED. - 2OD3
"'
-
.N ~-J
"oc :::::- ~
b.1 Z
I N-
~ :::::-~
i<)
FOOllNG DEPl11
SEE SCHEDULE
120 MPH
3 SEC. GUST
SEE DETAIL L ON SHEET S1
FOR OUTER EDGE OF LANAI
-=
PATIO COLUMN FTG. DETAIL (N \
SCALE: ~~N.T.S. ~I
eEAL'"
\ eCALENoTED
DATE 1/2/02
LENNAR ~OME5
MIN.
T1PICAL THICKENED SLAB EDGE fL\
SCALE: 3~'=1'-0' \511
SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATiON ~
SLAB STEP ~ RECESS 1V S.G.D. J
SCALE: ~~'=I'-0" ,
-=-
M\
Sl J
TAMPA DIvl61CN
DRAUN B.V.
N:/BLOCKS/STD 2001
SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION
~
5EC1ION5, DEr AILe, NorS5
\....
61
~
12
(TYP.) I SEE ELEV.
-PRE ENGINEERED WOOD TRUSSES @ 24" O/C
PLlFT CONNECTOR (SEE SCHEDULE)
OUBLE 2'x4' S.P.F, TOP PLATE
(
SiMPSON H5 AT
EACH JOINT TYP.
/
7
7/8" STUCCO FINISH PER ASTM C. 926
APPL Y 3 LAYERS W / TOTAL 1111CKNESS 7/8'
OVER METAL LMH. FIRST 2 ~AYERS 3/8'
mCK EACH, 3RD LAYER 178 mCK,
~[xJ
~~
~~
~T
~~
D '
SIMPSON SP2 . EA. SruD ~ 1/ . .
1/2" EXITRIOR GRADE SIH llilNG ~ ~ ~
F'ASTENED TO TRUSSES WlTI-l 8d COMMON /
WiRE NAILS @ 4' O/C BOUNDARIES
6' O/C EDGES & 8' O/C FJELD ~
10-' '"
~
111 -
v
KNEEWALL ABOVE MASONRY WALL DETAIL I
SCALE: N.T.S. \
~VENT OR 2ND FLOOR
_ r\ f-
1/2' MINiMUM CEMENT FINISH 5 >- /TYPICAL C.M.U. WALL
~ - IJ~
,-
STANDARD 3" D/A. TEE _
THREADED 3" DIA. EXlENSIDN ~ =:
FOSC.t:Il1IJ<<flUJAP (3" DIA.) "E~ ~
-
- "-3/4" FURRING STRIPS
-
f- .--1/2' GYPSUM BOARD
W/ DRYWALL SCREWS
@ 8" O.C. OR 4d
DRYWALL NAILS
f--
-
-
I---
a::::
v
/
-
/
-
f--
I--
-
-
-
a::::
-
-
-
MIN. EXTENSION FROM EXTERIOR - -
FACE OF BLOCK WALL IS 1 1/2" - -
MAXIMUM EXTENSION FROM EXTERIOR _ I--
FACE OF BLOCK WALL IS 2 1/4" ~\I~DRAIN
WALL CLEAN-OUT (A \
SCALE: N.T.S. \!:3:)"
.
TOP SPLICE
OUBLE 10d
~~
"
.
k
v
'" .
~ ~." ,
'f0.....""- 1 Od @ 8' O/C
'~~
~
\.80TTOM SPLICE
OVER STUD
"
!/'
NOTE:
PLA TE LENGTHS MUST BE "
A T LEAST 8'-0" LONG. TYPICAL
TOP PLATE SPLICE DETAILrM\
SCALE: N.T.S. \!:vT
:.>
x
::;)
DOUBLE 2x TOP PLATE
SIMPSON LSTA12 @ 24"
STAGGERED (FOR SHORT
SPAN PRO~DE 2 STRAPS ON
EACH END MIN.)
2x BLOCKING @ EACH END W / 10d
x 3" @ 4" O,C. cROM EACH HEADER
F ACE TO BLOCKING
0..
n :r
:!it
>> >.
::\.l ,Q
II:) ...:
n ..,
.. <D
:0 -a
D 0
IW
~~
-(2) 2x HEADER
2x BOTTOM PLATE W/ (1) 10d X 3"
@ 12" O.C. TO EACH HEADER FACE
.... ::J
...<
D ....
... 0
--
.....
o ,
:>
en
g .
CD .
J:
a~
,.
a ~
. 01)
::\.l Cl)
;Q 0
- -
~ >
....J Cl)
- -a
:l",
.1- -
, .....J
oUr.!'
....J ,
~o..
z:r
;Q -.0
<~
~~
- 0..
- ,
x-
o:e.....
~ at
z: -
.u ,.
...J Cl)
- ::c
...
:D
>> '.
::\.l C8
co
~
- -
VARIES
2 X 0 (MIN) FRAME
WALL HEADER DETAIL
(2) 2x4 TOP
PLA TE \.
I~
1.o=::>O~
I
SIMPSON LSTA12 @ 24"
STAGGERED (FOR SHORT
SPAN PRO~DE 2 STRAPS ON
EACH END MIN.)
'.---(2) 2x HEADER WI ~..
2 X 4 FRAME - - PLYWOOD FLITCH
WALL HEADER DETAIL
WALL HEADER DETAILS
w
;Q d)
- ....,
;Q C
lI:: co
g~
...J d)
:c 0
-
.. a..
l:~
SCALE: N.T.S.
CRICKET AS REQUIRED
>-
z
<{<{
zZ
<{-
~::r:~ VJ
~ 1-:;: 2
Cl:: 0
: wf- <{
cr 138 Cl:: GALV. METAL
i-r: 5:0.. b FU\SHIN\
. I
b~'b .......
~~~ ~~
CRICKET~
-- -
-. --
-
/~
.~
SECTION "A-AII
SCALE: 3/4"=1'-0'
A
I
I
(2) 2 X 8 BEAM/
--=-
E \
52 J
1
TRANSOM OPENING
7'-4" A.F.F.,
PRECAST RECESS
LINTEL (FILLED)
#5 REBA~
t---.
DOOR OPENING
I
I
I
I
I
I
I
SIMPSON HUSC48 (UPLIFT CAP = 1302 Ibs)
(GRAVITY CAP = 1262 Ibs)
LINTELS AT ENTRY
DOOR W/TRANSOM
NOT TO SCALE
I DD \
, S2 f
DOOR JAMB
3-1/4" LONG X 3/16"~ TAPCO~
INTO BLOCK@ SPACING PER MANUFA~~R~-'
1X4 P,T.
1" D ETA I L
1/2" DRYWAL 1 X 4 FURRING
DOOR JAMB W 1/4" X 2-1/2" S.D.S.
WOOD SCREWS INTO P.T. @ 12" O.C. '--.
~~ )/0
3/16"~ X 3" LONG TAPCONS STAGGERE 1X~ ~ ~".,
@ 16" O.C. 2-ROWS ItnO MASONRY 4 .
THROUGH lx4 P.T. & 1x8 P.T. LJ X 8 P. .
1 - 1 /2" D ETA I L
3/16" X 3 -1/2" TAPCON
-[
DOOR JAMB W 1/4" X 3" S,D.S.
@ 12" O,C. 2 ROWS STAGGERED.
1X4 P.T:-
J
~
2 1 /4" DETAIL
'-2 X 8 P.T.
1/2" DRYWALL 1 X4 FURRING
DOOR JAMB W 1/4" X 3" S.D.S. .wn;
1 ~-=-nm
in
3/16"~ X 3-1/2" LONG TAPCONS STAGGERED .t ~X8
STAGGERED @ 16" O.C. 2-ROWS INTO MASONRY 1X8
THROUGH 1x8 P.T. & 2x8 P.T.
u.
~
3" DETAIL 1 X 4 FURRING
1/2" DRYWALL l
DOOR JAMB W 1/4" X 4-1/2" S,D.S. 12" O,C'__G u
lOd @ 12" O.C. 1 ~
~......
2X2X8 P.T. VV1TH 3/16"~ X 3" LONG TAPCONS - L
STAGGERED @ 16" O.C. 2-ROWS INTO MASONRY 2X8
3-1 /4" DETAIL
BUfLDOUT ~ OVER SIZE DOOR~
WINDOW ROUGH OPENINGS f CC \
NOT TO SCALE \!:V
2 X 8 P.T. BUCK-CONNECT TO BLOCK
W/ 3/16" x 3 1/4" TAPCON
( 1 1/4" MIN. EMBEDMENT INTO BLK.) i" ~AX.
~
1 X 4 FURRING/ v!;-
BLOCK HEADER/ ~
/if ~d~ AT 8" O.C.
36" MAX.
\
PREFAB CHIMNEY CAP
FLASHING
2"x4" BLOCKING (SEE MANUF.
SPECS, FOR MINIMUM DISTANCE)
SLOPE
--
ATTACH BLOCKING ~
TO TRUSSES W / SIMPSON
A34 ANGLE TYPICAL
/'
~ /t
:~ ~CKEL
b~" I
~~
(, ;:::- -::::::--.
\1 \v
\\ /J
,.~
jGALV. MTL. FLASHING
~ ~TRUSS TOP CHORD
(:t'J
IMPSON MTS12 @ EA. CORNER
RE-ENGINEERED
WOOD TRUSSES
Vi'REFAB CHIMNEY ASSEMBLY
A
f\..2'X4' @ 16' O.C. MAX.
V2"X4' BLOCKING TYP.
TYPICAL C~IMEY DETAILS0\
SCALE: N.T.S.' 52 .J
~
...
@
,-SIMPSON (C) SIMPSON
I SP2 A35
:~:: -. ~
...-SIMPSON SP1
SIMPSON 35 ,r-AN:HOR BOLTS @
'~ f- / 24 O.C. MAX
,:: 1(' J
1 2X4 P.T.
I '- B PLATE
fS P. T. Bonoi PL~
PSON MTS12 @ EA. CORNER
OUBLE 2"x4' BLOCKING
c
A
10d NAILS @ 6"
O.C. STAGGERED7
TRANSOM--
"i2 rl 0 0 M FRAMING
, 's:i! ... ~ BI='YOND. -
f- ~ = LPLYWOOD
o { E \ tSHEAmlNG
'- \gJ
2X4 PT SllJDS @ 16' O.C. OR (1)2X4PT SruD ~
@ 24' O.C. UNDER COMMON TRUSS W/ (2) 2X4 / --
PT STUDS UNDER HIP CARIER/GIRDER TRUS~ \.
/E I~~~l ~MAIN SPAN ROOF TRUS
SIMPSON META20 @ EA, SruD ~ b f- UPLIFT CONNECTOR (SEE SCHEDULE)
/ ~~; MOISTURE BARRIER
8'X8'X16' K,O, BLOCK W/ 1 #5 CONT. ~-
AND FILLED W / 2500 PSI GROUT /
/ f- ~I---
-.l~
1 #5 VERT. IN CONC, FILLED CELL ~ ~
W/ SID, 90' HOOK IN K,O. BLOCK i=
=
/~SIMPSON HUSC48 CONCEALED FLANGE
HANGER W/ (6) 10d INTO BEAM &
(6) 3/16" X 1 3/4" TAPCONS
~
--
L-_
I B
:8
f-
PLYWOOD
SHEA Tl1ING
ANCHOR BOLTS @ 24"
O.C. MAX. (MIN. (2)
PER BOTTOM PLATE)
MASONRY
WALL BELOW-. ~
-.
~
,
~SIMPSON
A35
t-::1_ "-^.
~~~~",
- ~.J" ,
~~ ,
~ ,
~ ,
~ ,
~N~~
TRANSOM FRAMING ~
SEE SEC110N AA/S1 AND
BB/S1 FOR ADDIT10NAL
DETAILS I
'--NAILED INTO
TRANSOM
FRAMING
-
-
RECESS
rLlNTEL
/
,,! '. 4 ."\
~.
r~SiMPSON
A35
)
ROOF TRUSS
{ABOVE
(2X4 BLOCKING
~l ill-.
""'" t ~ ~ SIMPSON DTC @
~ ~ EA. BLOCKING
p
, .....
~2X8 WALL
m ABOVE ENTRY
~~K.O. BLOCK
=-.:.. W/(1) #5 CONT.
= & FILLED
=F==
ANCHOR BOLT
ASONRY WALL
-
2X4 TOP
PLATE
OVERLAPPING
~
- "-10d NAILS @ 6"
STAGGERED
i
4 .::l </ I B
~\
I I \ I
L ANCHOR BOLTS @ 24" O.C. MAX.
(MIN. (2) PER BOTTOM PLATE)
c
....-SIMPSON
A35
,SIMPSON
I SP2
: ~: :
h
~~::J:;': r- ~'^
~~,"
~~,,~ ,
~~"
~~',
~ TRANSOM FRAMING ~~,
~ SEE SEC110N AA/S1 AND ~'V-
BB/S1 FOR ADDITIONAL \
DETAILS
~
\
...-SIMPSON SP1
NAILED INTO
TR AN SOM
FRAMING
-
-
-
RECESS
/L1NTEL
/
</ /.
r;SIMPSON
A35
)
~
I
"
.</ .
A -.- SECTION
A-A
2'-0' 8'
/ \ t-=-t 3/16" X 3" TAPCONS
- " I
* ~ \ LEAVE A CUT OUT IN 05.8.
~ _ _ON THE INSIDE TO AllOW FOR
INSULATION TO BE INSTAllED
~ 2 x 8 45" DIAGONAL
.'-' BRACE AT fl' FACE
OF ARCH W (:3) 10d
I_~ NAILS AT . Wo
/ , ~ PROVIDE TAPCO'
WITHIN 4' MIN.
OF BRACE
(4) 10d NAilS INTO
/ 2 X 8 BRACE/ BlKG.
1/2" DRYWAll
2 X 8 45" DIAGONAL -. ------I\.- 7/16" OSB
BRACE(S) r---.. ARCH PANEL
--'""
BUilT UP PlWD. BUCK -
SCRIBE (NOTCH) BACKSIDE TO FIT
ARCH CONNECT W/ 8d NAILS
7
/
INSTAll WDW. SCREW
ANCHOR INTO ARCH BlKG.
PER INSTALLATION DETAilS
ARCH DETAIL
NOT TO SCALE
(A;:\
~
CUT HOLE IN O.S,B. FOR
POLY-CELL IN THIS AREA
-
/
START OF ARC
4' MAX. RAD.
PROVIDE TAPCON PER WDW. INSTALLATION
DETAilS OR THRU 1-1/2" THK. OR MORE BUCr
WITHIN 6' MIN. OF START OF ARCH
o
....- 51 M P SON
A35
1
",..
10d NAILS @ 4"
STAGGERED
:
""'"
I
'0
PLYWOOD
FASTENED TO TRUSSES 'Mlli 8d COMMON
WIRE NAILS @ 4" O/C BOUNDARIES
6' O/C EDGES & 8" O/C FIELD
V
SIMPSON A35
IC'/
NOTES:
CD FILL UNTEL AND ALL CELLS ABOVE LINTEL. Q) SEE FLOOR PLAN FOR ADDI1l0NAL INFORMA110N.
@ ~~IFJEE111N ApTL ALL REINFORCEMENT (j) OPENINGS LESS 111AN OR EQUAL TO 6'-0"
ACED PROPERLY. IN IMD111 DO NOT REQUIRE ADDI1l0NAL STEEL
REINFORCEMENT UNLESS NOTED ON FLOOR PLAN.
TYPICAL FILLED ~
LINTEL ASSEMBL Y{ G \
SCALE: N.T.S. '527
'=="
I REFER TO PAGE SDW1 FOR ADDITIONAL INFORMATION.
C,.
~IRDER TRUSS
SIMPSON
HTT16 TYP, ~
N~
5/8"~ THRU~ ~ ~l:-X TOP PLATE
---=.'Q --=====
BOLT =:.- ~'-~
SIMPSON HTT16 j
TYP.
~2 X B.U,C
10,1--
TYPICAL ~TTlb TO ~
BUILT-UP COLUMN DET AIL{ R \
\ 52.J
'==
~ ___u _ (1) SIMPSON LSTA14
~ @ 24' O/C STAGGERED (TYP,)
'1j~ ~ SEE FLOOR PLAN NOTES
.:" ~ / \ FOR REQUIRED CONNECllON
."""" ~ /'.... 2-RO'NS 16d NAILS STAGGERED @
:::--....../' . ~/ -........16. O/C EACH FACE OR 3-~O~
~ 1'~~6d N'"AILS STAGGERED@16 0 C
16d NAILS @ ~ .'-.......~ ~ ~ ~ FOR 2'x10' OR GREATER HEAD R
16' O/C TYP." ""'" ~ t-::::::--................
EACH PLY . ~
. ~
'(1~ \ ~ DOUBLE HEADER WI 1/2'
\:2V FUTCH PLATE U.N.O.
(1) 2'x4' CRIPPLE FOR
OPENINGS 5'-0' OR
LESS & (2) 2' X 4'
C~IPPLE FOR OPENING
6 -0' OR GREATER
~
\
~~~6()j~E~Np A~~N'fOAS
HEADER Wi (2) 15d @ 15' O/C
UNLESS NOTED OlliERWlSE
~~
/2'X4' SllJDS TYP.
D
O,c~ oo~
· UPLIFT CONNECllONSl'vll'vC
REQUIRED AT LOAD
BEARING WALLS
tEE PLAN FOR REQUIRED
CONNECllONS
~
i
P.T. BOT. PLATE
~~
LOAD BEARING/EXTERIOR ~
WALL ~EADER DETAIL (Q \
SCALE: N.T.S. ~
K wN/OC1K-2~T BLOCK, NOTCH LINTEL IM1ERE REQUIRED
('I) ~ , FOR CONCRETE PLACEMENT
, I . ,....L:~ f ':' . . .,.' .J ' ~. ~.... 'I' .. '
-
-,1-2"x BUILT-UP COLUMN
.--
/
Y'~I. .
STD. 90' HOOK
T BOND BEAM
CONT #5 Bf--R 1
"If
: 0: 0 l)8-16d NAILS
o 00 ~
o 0
o 0
I~ .'. .
. <1" . ,. ," .,' , ...
.,. ... /
....
. .." "',1
FI LL CELL \
\ .. ..
~
~
I
===
I ;', 'l. .... s~ 90':00K)'
I I PRECAST LINTEL wi (1) 1/5 CONT.
I
II
II
r
o 0
o 0
5/8"~x8" "l BOLT OR
5/8"~ HIL 11 KIMK BOLT II
w/ MIN. 8" EMBEDMENT
I
~W6K~' .....1
" :<.1
CONT. #5
BAR\
~
II
IN OPENINGS GREATER THAN 6'-0" WIDE
II
I
I
I
T I I ............-FILLED CELL W/ (1) #5 VERnCAL~
Y"" SEE FDN. PLAN FOR LOCA nON II
\ ....
~
~... -.....;;;;;
. I
I
~.9:.f.!f...d.~.\ I~ .... ,(
'~. "~".' ~i q ,It,
'.' a "0' :'\.-
.:~~.(, :
L.,
~
~I
fJ.
D'..
llii
I ......
II
I
. I
OPENING
~
I
I
I
II
I
II
I
I
I
#fo ~~~~E~~O~o~8u~~tJlON
SIMPSON STRONG ~
TIE ~TTlb ( N \
SCALE: N.T.S. ~
BOND BEAM STEP DETAIL J
SCALE: N.T.S. ,
H ,
52 J
~
SIMPSON STC W/
3-8d COMMON NAILS
rTRUSS BOTTOM CHORD OR
2x4 BLOCKING W/ 2-16d
TOE NAILS @ EACH END (24" O.C. MAX)
Ini1 '
~~ l'
/ ~I 1/4" MIN. SPACE
2x TOP PLATEJ
OTE: 2-16d NAILS @
24" O,C. OR EQUAL TO TRUSS
BOTTOM CHORD OR BLOCKING
;1 CAN BE USED IN UEU OF SIMPSON
_ STC STRAP
----/ V r/" 2x STUD @ 24" O.C, MAX.
/ /~;ROVIDE HIL 11 X-CF NAILS OR
EQUAL @ 12" O.C. STAGGERED
FROM BOT. PLATE TO CONCRETE
2x P.T. PLATE~ J /'-6X6 W1.4XW1.4 W#F
~ OR FIBERMESH
I
t~- - "'- - ~ -fr-~ ~-=7~ L ~~ ~.,-~-t
--=-
TYPICAL INTERIOR NON-BEARING WALL DETAIL, J '\
'~
7 5]S" 7 5/~ S" 7 5/~ S"
-- ~ ~ ~ojr:EAs---D+-C--------~-SOUDAREAS
D V~ ARE STEEL AND D == - ARE STEEL AND
GROUT D 1/ GROUT
INTERIOR WALL . = "
\ iir I~ SAW CUT TO 10 1/2 ~ L_LliSAW CUT TO 10 1/2 :if' I FULL 8x8x16 BLOCK
'i - -~ ~ - -DOOR OPENING- - U .~ -DOOR OPENING - -IQIIli- -DOOR OPENING-'1.
I [j] 1\ FILL 1111S CA'v1TY 'M111 ~ FILL 1111S CA'v1TY Wllli I ~ 1"\ "." FILL 1111S CA'v1TY 'M111
EXTERIOR WAll8l! "- GROUT FROM FINISHED GROUT FROM FINISHED ~ GROUT FROM FINISHED
D FLOOR GRADE TO D FLOOR GRADE TO lIT FLOOR GRADE TO
LINTEL ABOVE. = LINTEL ABOVE. D LINTEL ABOVE.
__ 0 ~~______Ji5l_~_+_~_ 0 ___
1 ST COARSE 2ND COARSE 3RD COARSE
MASON TO LAY BLOCK AS SHOWN ABOVE, EVERY COARSE MUST BE BONDED TO 111E
COARSE BELOW, EVERY 1111RD (3RD) COARSE 111E 11' DOOR JAMB WALL IS TO BE
WOVEN INTO 111E MAIN FRONT TO REAR WALL AS SHOWN. -=-
I D '\
.\3)
MASONRY LAYOUT
SCALE: N.T.S.
SCALE: N.T.S.
[REFER TO PAGE SDW2 FOR
IADDITIONAL INFORMATION BY MANUFACTURER.
TYPICAL SECTION T~RU WINDOW I
SCALE: N.T.S. '
WlD1l-l OF OPENING VARIES
1/2"X9 1/2" PL YWOO
SCRAP MATERIAL
" FORM CONCRETE INSET TO
A.' r CREATE A SOLID BASE FOR BLOCK
WALL ABOVE.
,
--===-
TYPICAL GARAGE DOOR @-
TRACK MOUNTING DETAIL K
SCALE: N.T.S. 52
1
SIMPSON MET A 16 (UPLIFT CAP = 1500 LBS)
LINTELS AT ENTRY
DOOR W/TRANSOM
NOT TO 5CALE
2 X 8 BUCK - CONNECT TO BLOCK WITH
-3/16' x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BlK.)~
~1" MAX.
n 2'-0'
- I,
SOLID BLKG. AT TOP 'I ~
BTWN. ARCH BLKG. & BUCK ~ '\
8'
L- I,
l 1
I
I
" ~
, ~ '- ~ ~ PROVIDE (2) MIN.
TAPCON AT EA. SIDE
I V /' BUCK - (1) WITHIN
lEAVE A CUT OUT IN O.S,B. / :< 4' MIN. OF START
ON THE INSIDE TO AllOW FOR~ ~ >-..... OF ARCH
INSULATION TO BE INSTAllED ~~
SIMPSON "I
SP2 1
:~:f:
2X4 SllJDS @ 24" O.C, ~;
2'-0"
A I
/ r
r
1/2" ANCHOR BOLT @
24" O.C. MAX. MIN. (2)
PER BOTTOM PLATE
SEC110N 7
), J
II
\ I g
LSlMPSON1 A35
I
i1SIMPSON
fl.fr A35
~.>:
SIMSPON META 16
I
I !!
I r
SOLID BLKG. AT TOP
BTWN. ARCH BlKG. & BUCK L
--, ~
I
'. 4....... </ II
4. .;\4'
.\r--c \ 2X8 P T 80nf P~
r[;\r 1\ I T
~ LANCHOR BOLTS @ 24' O,C, MAX. (MIN,
(2) PER BOTTOM PLATE)
I
_2X4 P.T.
~~: PLATE
, ..,'r
I
I
1
I
I
o
I
I
FRAMING DET AILS /~
ABOvE ENTRY (FF'
NOT TO SCALE .~
BLOCK HEADER-t\
1 X 4 FURRING """ \.
8d NAilS @ 8" O.C. AT BUCK _____ ~
~Alls8 A~E~: ~~D (2) 10d
PROVIDE 2 x 8 DtAG. BRACE ~
BTWN. VERT. BRACES WHEN
HGT. OF BRACE EXCEEDS 24" j\.
2 x 8 VERT.~
BRACE(S) \ '"
~ \ 7/16" OSB
BUILT UP PLWD. BUCK~ f- _ ..LARCH PANEL
SCRIBE (NOTCH) BACKSIDE TO ....... ro,
FIT ARCH CONNECT W/ 8d NAilS / "-2 x 4 SOLID BlKG. (FUll WIDTH OF WAllS)
INSTAll WDW, SCREW / ~~~. ~SS~ 1~~8H ~ASE~ W/ (4) 10d NAilS
ANCHOR INTO ARCH BlKG. 1/
PER INSTALLATION DETAilS
ARCH DETAIL
NOT TO SCALE
.-=--.
, BB'
\. S27
--
~ (4) 10d NAILS INTO
2 X 8 BRACE/ BLKG.
2 x 4 SOLID BlKG. (FUll WIDTH OF WALL)
BTWN. OSB ARCH FACES W (4) 10d NAilS
THRU aSB INTO 2 x 8
B \
52 I
--.J
--.J
. 4:
~iX
~~
o
"'=='"
GARAGE DOOR
RACK MOUNTING BRACKET
~ FORM CREATES CONCRETE RECESS TO
RECEIVE GARAGE DOOR AND TO ALLOW
FOR WATER SHED.
2x4 (NOM) KEEP Sl1FFENER BACK FROM SIDES ENOUGH
. TO ALLOW SPACE FOR FLAT MASONS TOOLS
UPSET WOOD BEAM
r (SEE PLAN FOR SIZE)
I ! I
~RAGE DOOR TRACK
~\
~
/ ~J,.:~ ~ ~d ~
/.... J'. " " I . ~ '\"k ....., .~" ~.,
POURED CONCRETE BASE FOR \ l .. .
~~~S~ ~~kLGA~~8~s5bgR --.J ~oOTBTOM2"OF MOUNTING BASE
AND WATER SHED ~ORWARD E ABOVE FINISHED
THIS DRAWING. GARAGE FLOOR.
2x6 MOUNl1NG BASE
~'S"6 C.M.U.
"< <:7 GARAGE FLOOR
GARAGE DOOR ROLLER
CONNECTION ASSEMBLY
TR~t~kG~IR~8J~N OF J:
(1111S IS A RECOMENDA 11 ON FOR CONSTRUCllON OF 1111S FORM. ANY
MA TERIAL OR CONSTRUC110N ME1110D MAYBE USED PROVIDED END
PRODUCT MEETS 1l-lE SHAPE AND DIMENSIONS OF ll1IS DRAIMNG.)
r:J
GARAGE ENTRY FORM DETAIL
SCALE: N.T.S.
~ MOUNllNG BASE SHOWN
IN POSIllON
TRANSOM OPENING
(
7'-4" A.FJ.
PRECASJ REC~\SS
LINTEL {FILLED I
#5 REB~
r--.
DOOR OPENING
PARTIAL INTERIOR ELEvATION
SCALE: N.T.S.
MOUNTING BASE NOT
SHOWN FOR CLARITY
SEE DETAIL BELOW
,',.'-,. "'~" '.-..'
. ..,:" .
1
',\, . -:.. '
d
SEAT FOR BLOCK IS ........ '"'-
POURED IN PLACE CONCRETE~ ........
GARAGE FLOOR SLAB \
~~~W~~~A1HNOTES tr-.
SLOPE FORWARD~
FOR DRAINAGE
MOUNTING BASE DETAIL
SCALE: N.T.S.
o SAMUEL A GREENBERG, F.E. -:34245
o T~UY ~. ~UYNH F.E. '*60122
o IRWIN J. BENSON, P.E. j4~158
o ALl ABBAS ~AKIM, F.E. ~6186
I
j
~
\!:V
~
~FOO~NG
DIMENSIONS
TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE
STRUCTURAL PLANS AND SPECIFICATIONS COMPLY UJITH THE
FLORIDA BUILDING CODE, SECTION 1~06 FOR 120 MPH 3 SECOND
GUST, EXPOSURE '6' UJIND ZONE (2001 EDITION).
Tl-IIS DRAUJINCs AND DESIGN IS vALID FOR 12 MONTl-IS AFTER THE
DATE IT IS SIGNED AND SEALED.
SIGNED AND SEALED FOR Tl-IE STRUCTURAL PORTION OF Tl-IIS
DRAUJING ONLY.
~.
_ SECTION
B-B
GARAGE ENTRY FINIS~ED ~
MASONRY DETAIL { P \
SCALE: N.T.S. \.V
r
""\
ill RE\1SED 08-15-03
& CREATED 01-02-02
120 MPH
3 SEe, GUST
D E DAN5CO
ENGINEERING, FA.
p.o. 60X ~ - AP01.L.O 6EACH - FlORIDA - 33512
~ - (813) 645 fD166 FAX - (813) 645 96~
eB 451fD @niESE DRAWlNGS AND DESIGNS ARE niE JOINT PROPERTY OF DANSCO ENGINEERING, PA. AND niE
CUENT ON nilS PROJECT. ANY REPRODUCTION OR UNAUniORIZED USE IS PROHIBIITD. 2003
5TART cK ARC
4' MAX RAD.
eeAl,"
\ eCALE NOTED
DATE 12/12/lZ>2
TAMPA DIVlel~
DRAUN e.v.
N:/BLOCKS/STD 2001
LENNAR f.40MEe
EQUAL
EQUAL
1-
5ECTION5, DET AIL5, NOTE5
~
DE Joe NO. PM - 5021
52
~
'-
/IBACKNAIL WI (2) 16d NAILS
SEE STRUCTlJRAL NOTES AND NAILING
SCHEDULE FOR SHEATHING DETAIL IN.... 7 2"x4" OU1LOOKER @ 24" O.C.
, / / r (OPllONAL - SEE ELEVAllONS)
J ~o/fL TM
/ //~
" ~'I\I I SIMPSON H10 OR EQUAL
'\ / \ @ EA. OU1LOOKER
TOP CORD BLOCKIN 'FOR FlRST FOUR ROWS - / ~ DOUBLE TOP PLATE
Of' TRUSSES @ EDCl S OF SHEA T11ING TYPICAL
II'\." / / 74" MAX. 2"x4" CROSS BRACE
7 /8" SllJCCO FINISH PER ASTM C, 926 SI PSON LST A 12 @ EA. S ' D J A T RIDGE FASTENED
APPl Y 3 LA YIRS W / TOTAL mCKNESS 7 /8" ltf~ A T EACH JOINT WI
OVER METALLATl1, FIRST 2 ~YIRS 3/8" --- -- ..... ~I (2) 10dx3"
mCK EACH, 3RD LAYIR 1/8 Tl1ICK, ~ 2X6 FRAMED WALL - SEE
/' WALL SECllON FOR SPACING
~ I .....--1/2" CDX PLYWOOD OR 7/16"
2"x4" PANEL BLO( KING @ 48" O.C, V OSB SHEAllilNG ATTACHED W/10d
FOR THE FIRST (4 ROWS OF TRUSSES ~ NAILS @ 6" 0 C EDGES AND 12" 0 C
FROM EA. END TY . TOP & BOTTOM ' . , ,
ATTACHED Wi (2) 161-ld TOENAILS I ____(FIE)LD
V 2 16d NAILS
'I DIJ I I I I 1 11: ~ V2"x4" BLOCKING
5/8" OR 1/2" CEILING DENSE~ 1\ 2"x4" "T" ON TOP OF PANEL
GYPSUM WALL BOARD FASTENED ..4- I "'-BLOCKING, FASTEN 'MT11
'MT11 8d COOLER NAILS OR 1 1/4" LONG -y- 10dx3" @ 4" O/C
DRYWALL SCREWS COMPLYING 'MT11
ASTM C1002 FOR FIRST 8'-0"
FROM END WALL @ 4" O/C TYPICAL
7/8" SllJCCO FINISH PER ASTM C. 926
APPLY 3 LAYERS W / TOTAL Tl1ICKNESS 7/8-
OVER METAL LA Tl1. FIRST 2 ~ YIRS 3/S"
mCK EACH. 3RD LA YIR 1/8 mCK,
I ~SIMPSOt'1C H10 OR EQUAL
I @ EA. UTLOOKER
I 24' MAX.
I r"L" BRACE TO EXTEND AT LEAST
I 90% OF 'NEB LENGT11 (SEE TABLE)
(
2"x6" P.T. SILLl I
I ~ABLE TRUSS
2"x4" PANEL BLOCKING @ 48" O.C. I 1/2" COX PLYWOOD OR 7/16" OSB
FOR T11E FIRST 8'-0" OF END WALL ~ I ~ SHEAllilNG ATTACHED WI 10d NAilS @ 6" O.C,
FROM EA. END TYP. BOTTOM CORD EDGES AND 12" O,C. FIELD
ATTACHED W/ (2) 16-d TOETNAILS \ I
,I / / 10dx3"@ 3" O/C T11ROUGH
1t4 I". I / ~ I' I 1'\..~ /CHORDINT02"x6"P.T,PLATE
2"x4" "T" ON TOP OF PANEL / ,J ~.
BLOCKING, FASTEN 'MTHJ !:.---'i\::
10dx3" @ 4" O/C l' MOISTURE BARRIER
5/8" OR 1/2" CEILING DENSE lL 1
GYPSUM WALL BOARD FASTENED / FT=r =r SIM~SO~ META20 OR EQUAL
'MT11 8d COOLER NAILS OR 1 1/4" LONG @ 4 -0 O.C. TYPICAL
DRYWALL SCREWS COMPLYING 'MT11 ASTM C1002
FOR FIRST 8'-0" FROM END WALL
@ 4" O/C TYPICAL
SEE STRUCTURAL NOTES AND NAILING \
SCHEDULE FOR SHEAT11ING DETAIL
I
+- ~~ t4
I 11:,\, II
TOP CORD BLOCKING FOR FIRST FOUR ROWS
OF TRUSSES@ EDGES O~~F S~HEAlliiING TYPICAL
2"x4" CROSS BRACE I
A T RIDGE FASTENED
AT EACH JOiNT WI '"
(2) 1 Odx3"
/ TOENAIL W/ (2) 16d NAILS
/ r2"x4" OUTLOOKER @ 24" O.C.
N
. .f.'
);f
I l>;:i
~ <I
f
~
2e>'.e>' MAX
"X" BRACE SEE ~ 1 'I
DEl J/S3 \ I I
2e>'.e>' MAX
i90NTlNUOUS BOTTOM CORl1 BRACING
/ ~"X4" MIN. (SEE DETAIL M-~S3)
Er~D JACK
..
"
~,<
I
Q
UJ
Q
UJ
II'-e>' MAX
j
---- -
..
~
:':INIMUM 2"x4" CROSS
BRACING (SEE PLAN
FOR LOCA TlONS)
2) 16d PER JOINT
""
'"
'"
~---:-
,x
-<(
~::;!;
-.........
~~~
~::;!;~
~
I
---- ~
~
I
~
~ ~
W I
____w~
c6 ~
<( ,
----<-'~
~
,
~
,
..
><
><
0-
I
I'\~ v..;
Of-
CORNER JAC ..
i I~
o
..
'"
o
z
W
0-
:c
'"
V
----
(I:
~1 \ ~1 ~.
\:ONTlNUOUS BOTTOM CORD BRACING 1"x4" MIN.
~/
~---:-
,x
.. <(
~::;!;
-.........
cr
w
Co
cr
C3
.....
~---:-
,x
.. <(
~::;!;
-.........
~
Q
UJ
r---
~x .
~~ <( ~
""{::;!;f-
*
*
.~
,
><
Q
UJ
2"x4" LEDGER (MATCH BOTTOM
CHORD SLOPE OF ADJACENT TRUSS)
CR066 BRACING DETAIL
SCALE: N.T.5.
(;,
~
NOTE:
1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING
CUT SHEETS FOR ADDITlONAL PERMANENT BRACING
iliA T MAY BE REQUIRED
2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT
BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB,
~TOP & BOTTOM CORD
GABLE END BRACING @
4'-0" D.C. MAX. FOR
FIRST (4) ROWS OF TRUSSES
UPLIFT CONNECTIONS - HIP FRAMING
5CALE: N.T.S.
{;\
53
1 /2"~ ANCHOR BOLT @ 48" O.C.
MINIMUM 6" FROM PLATE SPLICES
W/ 3/16"x2"~ PLATE WASHER
SECTION
5CALE: N.T.S.
(~
\::V
REQUIRED MINIMUM PERMANENT TRU66 BRACING PLAN I
AS PER HIB 91 SCALE: N.T.S. ,
~
S3J
~
* USE SIMPSON META20 (OR BETTER) CONNECTORS
(OR EQUAL) @ MASONRY OR SIMPSON H10 (OR EQUAL)
CONNECTORS @ FRAME WALLS & SIMPSON H5
@ HIP JACK TO FRAME WALLS.
SECTfON
SEE STRUCTURAL NOTES AND NAILING
SCHEDULE FOR SHEATHING DETAIL \
r BACKNAIL WI (2) 16d NAILS
/ \ r2"x4" OUTLOOKER @ 24" O/C
7/8. SllJCCO FlNISH PER ASnA C, 926 . ,
APPl Y 3 LA YIRS W / TOTAL THICKNESS 7/8"--------- " ~fi V...... t4
OVER METALLATl1, FIRST} ~YIRS 3/S" _________ ~ ~
Tl1ICK EACH, 3RD LAYER 1 8 Tl1ICK. ~ 71 I
TOP OR B~KING FOR FlRST FOUR ROWs-/ I SIMP~ON H10 OR EQUAL
OF TRUSS S @ EDGES OF SHEAllilNG TYPICAL I @ EA. OUTLOOKER
2"x4" CROSS BRACE I" I
AT RIDGE FASTENED 4 MAXf
AT EACH JOiNT WI I r"L" BRACE TO EXTEND AT LEAST
(2) 10dx3" - ~ 90% OF WEB LENGTH (SEE TABLE)
I 0ABLE TRUSS
I /' 1/2" COX PLYWOOD OR 7/16"
I /OSB SHEAllilNG ATTACHED WI 10d
NAILS @ 6" O.C. EDGES AND 12" O.C.
~ I FIELD
I /(2) 16d NAILS
1/ rSIMPSON HGA10@36"0.C.
/ _ 2"x4" "T" ON TOP OF PANEL
I I'\: ",qp-BLOCKING, FASTEN WlT11
~ 10dx3" @ 4" O/C
(. ~STlJD WALL (SEE TYP, SEC.)
- \- ~
SIMPSON SP2 @
EACH STUD
~I
2x4 "T" BLOCKING
2x4 BLOCKING @ 48" O.C.~-
"L" BRACE I'} I /I 16d
ATTACHED wi 10d NAILS .-~_
@ 4" O,C. TYPICAL ['u --1 I V-
-----=:::.::::'~ ........ ./
./ ........
GABLE TRUSS WEa-I
DOUBLE ILl BRACING DETAIL
...;..,.
(i'\
NAIL
lJr
lJ
JL
-"iN
N ,- .
0;)
PRE -ENGINEERE~ .
WOOD TRUSSES \
OvERLAP TRU55 BRACING
AT LEAST TWO TRUSS SPACES
~
k- :-il~
~
0;)
I
+ :
!
1'1
,',
I
SCALE: N.T.5.
(5\,
\!:V
0-.-'
~ j
0-' .
1-
fr
(2) 2" x 4" LAMINATlONS W/ (1) ROW
OF STAGGERED 10d COMMON 'MRE NAILS
(D = 0,148", L = 3") OR EQUAL
<- "
~
-../'-
fr
(3) 2" x 4" LAMINATlONS W/ (1) ROW
OF STAGGERED 30d COMMON 'MRE NAILS
(D = 0,207", L = 4 1/2") OR EQUAL
2"x4" PANEL LOCKING @ 48 C
FOR THE FIRST (4) ROWS OF TRU
FROM EA. END TYP. TOP & BOTTO
ATTACHIED111 (2) 16-d TOEnAILS
.} l)(I I I I M I
5/8" OR 1/2" CEILING DENSE ~
GYPSUM WALL BOARD FASTENED
WlT11 Bd COOLER NAILS OR 1 1/4" LONG
DRYWALL SCREWS COMPLYING 'MTH
ASTM C1002 FOR FIRST 8'-0"
FROM END WALL @ 4" OIC TYPICAL
J
DBL. S.P.F.TOP PLATE
I.
MINIMUM (2) 16d PER ~INT\
. ~INIMUM 2"x4" TRUSS BRACING
>..
~
2x4 "T" BLOCKING
2x4 BLOCKING @ 48" O.C.---.::~-
"L" BRACE ~'I ~ 16d
ATTACHED wi 10d NAILS .-1 iA'
@ 4" O.C. TYPICAL -.........-.. f\-lf1 i
~.I^ ........ ./
./ ........
GABLE TRUSS WEB~
NAIL
NOTES:
1) ADJACENT NAILS ARE DRIVEN FROM
OPPOSITE SIDES OF THE COLUMN
2) ALL NAILS PENETRATE AT LEAST 3/4
OF THE T11ICKNESS OF T11E LAST
LAMINA TlON
3) EACH 30d COMMON NAIL MAYBE
REPLACED W/ (2) 16d COMMON NAILS.
(ONE INTO EACH OUTSIDE FACE OF
B.U.C., SAME NUMBER OF ROWS,
SAME SPACING)
4) FOR 4-PLY, PROVIDE 1/4" DIA.
x 5 1/2" LAG SCREWS OR EQU AL
(SPACE AS SHOWN FOR 3-PLY)
5) FOR 5-PL Y, PROVIDE 1/4" DIA.
x 7" LAG SCREWS OR EQUAL
(SPACE AS SHOWN FOR 3-PL Y)
6) REFER TO NDS SECTlON 15.3
FOR ADOITlONAL INFORMATlON
TRU66 BRACING OVERLAP DETAIL
SCALE: N.T.5.
1M,
\ 53 f
61NGLE "LU BRACING DETAIL
SCALE: N.T.S.
(;;\
\::V
T'YPICAL NAILING 6Cl-+EDULE6 FOR BUILT -UP COLUMN6 I
SCALE: N.T.5. 1
8 \
53 r
-=
SECTION
SCALE: N.T.S.
I 4 \
\ 53 r
~
Qy
7~~/
~II
"..."'"
~
(;\ r---..v~ ~
~ I ~
,
-+-
,
r TOENAIL W/ (2) 16d NAILS
/ (10dx3" 0 /c @ 6" o/c TYPICAL
/ J j2"x4" OUTLOOKER @ 24" O,C.
I w/ (2) 10d PER JOINT
DII
f \1,,, RUNNERS
I
12" MAX.
I
I
I
- - - -fL
(;\
~
~
~v
12
~7~/'
~/
'"
~ I
ABLE TRUSS
~
r
,/.cABLE TRUSS
~ ~ "L" BRACE W/ 10d @ 4" O.C.
~ (SEE SCHEDULE FOR SIZE
....... ND LOCATlON)
~"'
~
"L" BRACE WI 10d @ 4" O/C
(SEE SCHEDULE FOR SIZE
AND LOCATION)
IL I 6RACING REQUlREMENT5
..
f7;\
~
t;;\
~
r-....
.~"~
STUD NO (1) 2"x4" (2) 2"x4" (2) 2"x6"
SPACING "L" BRACE "L" BRACE "L" BRACE "L" BRACE
16" 0'0" - 4'-5" 4'-5" - 8'-0" 8'-0" - 12'-0" 12'-0" - 16'-0"
24" 0'-0" - 4'-0" 4'-0" - 7'-0" 7'-0" - 10'-0" 10'-0" - 14'-0"
6CISSOR GABLE - (1) 2"xS" #2 S.P.F. @ EACH VERTICAL AND
(2) 2"xS" FULL HEIGHT @ DIAPHRAGM BLOCKING
::,.
"~
~
ALTERNATE NON-DROP GABLE END DETAIL
SCALE: N.T.S.
'~
-:.:.:-:-: ':' :-:':-:' :.:-:.:-: -:. :-:.:':.:': .:' :':':\ ':' :-:.:': ':': ':':' :':-:': ': ': ':-: -:':.: -:.:-:-: -: ': ':':- :':-:':-:': ':.:':':' :':' :.:-:-:-: ':.:-: ':.: ':-: .: ': ': ':':':. :':-: ': ':'l' ':.:':':' :':' :':': -:,:f: .:. :.:-:-:': ':':' :':' :':-: -: ':': ':' :': ':' :-:' :.:': ':':':':':.:':.:': ~:: ,/:::::
........... ........... .... 'I":'. ..... . I.......... ............ ............ ........... ............ ........... :r... ......... ............ .......... .'~..... .
I II I \ II II II II II II II
CJ \ CJ ICJCJI
Ilf ~ II II II II II II
~ONT. BEARING
::",
r
n
'~
~
n ...............
NOTE:
1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT,
SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE.
2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH
10dx3" NAILS @ 4" Ole.
.~
n
n
" :;
II
II
~~T~R~DBL TOP p~:
H
~f
~f
'-STUDS @ 16" O.C.
'1
H
tl
II
II
nil
GABLE END BRACING DETAIL
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICAllON
SIMPSON HGA10
SIMPSON SP2
@ EACH STUD
SCALE: N.T.S.
GABLE END BRACING DETAIL
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUC1URAL NOTES FOR WIND SPEED SPECIFICATION
5CALE: N.T.5.
D &AMUEL A. GREENBERG, P.E. #3424;
D TI-4U'Y 1-4. I-4UYNl-l, P.E. #60122
D IRWIN J. BEN&ON, P.E. '4~1;8
D ALl ABBA6 I-4AKIM, P.E. lIS6186
:,)
X
:;:)
0..
7.) :J:
:D
:D >-
::\.l .a
:J) ...:
n <D
.. (\)
I:) "0
..,. 0
>> ~
...<
============
2X4 BRACING @ 48" O.C.
CONTINUOUS TO FIXED LOCATlON
ATTACHED W/ 2-10d @ EA. TRUSS
(NOTE: BRACING MAY BE PLACED ON EllliER
TOP OR BOTTOM OF lliE BOTTOM CORD)
SEE STRUCTURAL NOTES AND NAILING \
SCHEDULE FOR SHEA T11ING DETAIL
1 t4 t4..
I II II
TOP CORD BLOCKING FOR FIRST FOUR RO
or rnuss<s r EDGES or SHEA 1\j'Nl T1'f'ICAl
2"x4" CROSS BRACE
AT RIDGE FASTENED
AT EACH JOiNT WI
II (2) 10dd"
.1 M ..
dYPSUM WALL BOARD~
2"x4" LEDGE
CHORD SLO
SCISSOR
2"x4" PANEL BLOCKING @ 48" O.C.
FOR THE FIRST (4) ROWS OF TRUSSES ~F'"
FROM EA. END TYP. BOTTOM CORD II ~~lJ'
ATTACHED W/ (2) 16-d TOENAILS [/=-
2"x6" P.T. SILLJ / T T
1 /2"~ ANCHOR BOLT @ 48" O.C.../ lLLl
~cr
)f
GABLE TRUSS
TRUSS VERTICAL
ill REVISED 08-15-03
~ CREATED 01-02-02
TO THE eE5T OF THE ENGINEER'5 KNOWLEDGE AND eELIEF, THE
5TRUCTURAL PLAN5 AND 5PECIFICATION5 COMPLY WITH THE
FLORIDA 6UILDINU CODE, 5ECTION loiZlo FOR 12iZl MFI-! :3 5ECOND
GU5T, EXPOOURE 'e' WIND ZONE (2iZliZll EDITION).
THI5 DRAWINU AND DE51GN 15 vALID FOR 12 MONTH$ AFTER THE
DATE IT 15 51GNED AND 5EALED.
51GNED AND 5EALED FOR THE 5TRUCTURAL PORTION OF THI5
DRAWING ONLY.
L..-----
---- L..-----
----
~::::::::-...... r2X4 LEDGER
". ~MPSON LSTA12 T1'f'.
.........:: / ~~
--- ~ '--- ~:::---...
------I----. ::::::
----- I----. ----- < >
----- -.
-.
~~
~'I~
~
(BACKNAIL W/ (2) 16d NAILS
i2"X4" OUTLOOKER @ 24" O.C.
I DII
~ "'-SIMPSON H2.5 OR EQUAL
+ @ EA. OUTLOOKER
I ...---2X4 CONT"L" BRACE FASTENED W/
)../ (2) 10d 3"@ 24" O/C. CMID HEIGHT
I ...------2X4 KICKER@ 8'-0" O/C.
-1'
I r"L" BRACE TO EXTEND AT LEAST
1 90% OF WEB LENGTH (SEE TABLE)
SIMPSON #3 'MT11 8-Bd
I / FROM LEDGER TP BLOCKING
j \t./ ..(- ~ /ABLE TRUSS
J I ...----1/2" COX PLYWOOD OR 7/16" OSB
(MATCH BOTTO ,...- SHEAllilNG ATTACHED WI 10d NAILS @ 6" O,C.
OF ADJACENT I EDGES AND 12" O.C. FIELD
SS)
.
.
en
~
12 ~5~ ~ rOUBLE TOP PLATE
14'IIMA' .~~.~
I I~~
.......:::
SCISSOR TRUSS
..... ....
... 0
-
'J
U ,
::l
'- ..,.
.1-
I<:
~----- -
j:;.----....-- -
'J
t~ 5l
os
u -
. lJ:)
~~ d)
;,~ u
- -
>- >
...J <D
- "0
IN
.1- -
, ...J
.u~
...J ,
:!Jo..
Ol::: :J:
;Q '0
.<:;
::L .:..t:
:f ~
-0-
- ,
X -
o:C-
Z CZl
z: -
.u ~
-' CZl
- ::c
....
s.
. ->>
::\.l <SI
<0
::;)
-.- '....
~
(2) 2"x8" "L" BRACE FASTENED
WITH (3) 16d PER SIDE
DIAPHRAGM BLOCKING
_ f-@ 48" OIC
,.
D ANSCO
ENGINEERING, FA"
p.o. 60X 3400 - APOLLO eEACf4 - FLORIDA - 33&12
R--lONE - (813) 64& 12)166 FAX - (813) 64& ~~
EB 4&112) "C' 'THESE DRA'MNGS AND DESIGNS ARE 'THE JOINT PROPERTY Of DANSCO ENGINEERING, PA AND 'THE
~ CUENT ON 'THIS PRO.ECT. ANY REPROOUC1l0N OR UNAUn10RIZED USE IS PROHIBITED. - 2003
DE
"'"
OISTURE BARRIER
AS PER HIB 91
~
, 1 ,
SCALE: N.T.S. , 53 I
120 MPH
3 SEC. GUST
:-----..
,~'f~
I ~COSMETlC DROP CEILING FRAMING
6CI660R GABLE 'TI BRACE
;Q (l)
- ...,
;Q C
x: co
g-;;
...J <D
:c c
-
"0..
~:J:
WOOD FRAMED GABLE END BRACING DETAIL
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WINO SPEED SPECIFICATION SCALE: N.T.5.
SECTION
SIMPSON HETA20 OR EQUAL
@ 6'-0" O.C. TYPICAL
ALTERNATE SIMPSON LSTA18
STRAIGHT STRAP @ 4'-0" o/e
ALIGNED 'MT11 GABLE WEB.
ATTACH TO TRUSS W/7-10dx1
AND TO MASONRY W/ (3)
3/16"x 2 1/4" TAPCONS.
1/2"
eEAL.'"
\ eCALE NOTED
DATE 112102
LENNAR ~OMES
-
TUDS @ 16" O,C.
SCISSOR TRUSS WI DROP CEILING BRACING DETAIL
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: NT5
TAMPA DIVl61CN
DF<AU.N B.v.
N: /BlOCKS/Sm 2001
SCALE: N.T.S.
I 2 \
\ 53 I
~
TRUSS 6RACING DETAILS AND NOTES
\...
DE JOB NO. PM - 6>021
63
~
- ------1:<-,....
FfGURE 1: FLASHING INSTAllATION
VALL SHEATHING ~
ASPHAL T SEALANT:
EXTEND MIN, OF 611
OUTSIDE OF FLASHING
RICKET AS
SPECIFIED
BY PLAN
FLASHING INSTAllATION
~HERE ROOF MEETS VERTICAL ~ALL
GAL V, MTL,
IL/ FLASHING
'"
I...D
::z:
~
2:
DDF SHINGLES
ROOF CRICKETi
MINi 3:12 SLOPE
(REQUIRED AT
ALL LEVEL V ALLEY
LOCA TIONS)
6' X 18' H GAL V,
FLASHING CONT,
ASPHALT BASED
SEALANT APPLIED
BEHIND FLASHING
AND EXTENDING A
MINIMUM OF 6' ABOVE
VERTICAL RISE OF FLASHING
AT KNEE~ ALL
TEXTUREDJ PAINTED
EXTER, ~ALL FINISH
6' X 18' H GAL V,
FLASHING CONT.
PLASTER STOP.
ROOF
SHINGLES
l:J
Z
I
V'J
<1:
-..I
w..
f0-
CI<::
W
>
SEALANT
ELASHING
~
DOrING FEL T
NOTE: THIS DETAIL IS REQUIRED
A T ALL VERTICAL W' ALL INTERSECTIONS
W'ITH ROOF VALLEYS 8x ROOF CRICKETS,
6' HORIZ,
FLASHING
FfGURE 2: WAll FINISH
ELASHING I2ETAIL AT CRICKET/KNEEWALL INT~CTION
FILEREF: (SD4)KNGSTN.FLSHDET/SD (NO SCALE)
:.>
x
::l
6' HIGH
DIVERTER
FLASHING
TEXTURED/ PAINTED
EXTERIOR W' ALL FINISH
HOLD EXTERIOR
FINISH 28 ABOVE
ROOF
FLASHING
PROPER INSTALLATION
MAX. 8"
.
#5 REBAR (TYP,)
.
STD. 90' HOOK (TYP.)
SEAL NT LI
AIL SHINGLES ~ 1 11 DR 12 GAUGE ROOFING
NAILS, 3/8' MIN HEADS, 6 PER SHINGLE,
CAULkING
NOTCH 'NEB AT THE FIRST 2 COURSES
:1:5
.
'\)ec.\Z
ROO~
FILLED CELL PER FOUNDA llON PLAN
.
~~
~~
~~
~~
..~
~~
....
- 0
u -
::>
a
Q) ~
:i: .
....
~-
~~
St-4INGlE DETAIL
" :1:2'
"
"
,
UNACCEPTABLE INSTALL TION "
DO NOT DO T~IS "
.;
#5 REBAR (TYP.),'
"
,"
.,
, tTD. 90' HOOK (TYP.)
4"
6 TO 12'
PER PLAN
SPEC'S,
DRIP EDGE
DRILL ,~ 'XS' MIN. !-!OLE
*T 6AR IN EPOXY'
CAP TO PREVENT LEAKAGE
-SXe.' EM6EDDED INTO
EXISTING U-6LOCK LINTEL
FILL CELL FULL l4EIGI-lT WI
NON-Sl-lRINK GROJT
:-..eS
S'0\(\g 0
o \'012 o.\i..e 0;(\ (S~
't.1-\e(\'0e '1\ \/'2: \S
0,,12'1 S o.'()?~\,I eotde'j/ fl.'
"'0.,,12'1: of' 0\,1\ 'f'I
~,," 0. of'....
~~I '0 Of, ~ (\O
\,Ise r,'l,' eO'
1\C1 ~ 's \,IS
~otde '
To)
s c..
$) :c
::\.l
>.
To) .Q
S
. . .:.=
To) lJ:)
::\.l Q)
.. "0
To) 0
... .-
::J
D<
NOTE, IF RETROFIT FILLED CELL OR UPLIFT STRAP CONDITIONS
EXCEED (3) PER FROJECT, CONTACT ENGINEER OF RECORD
FOR ADDITIONAL INSTRUCTION.
GAL V, 'L' FLASHING
TYPICAL,
.... .
, <t)
n <D
;Q U
- -
>- >
-.J <D
~ -a
~'"
.!.. ..
, -oJ
JJ~
...J ,
.~ c..
z: :c
;Q -a
~:;
~~
- c..
_ I
X -
<<:-
z: Q)
z: -
.u ~
...J <D
- :c
...
ID
>> <!It
::\.l <>>
to
:::a
- -
~
Cl::
Z
o
(.f)
<(
::E
l.L..
o
W
u
<(
l.L..
f-
;:) -
u
3:
<( .
(.f)
EXISTING U-6LOCK WI I -S CONT.
OOFING FELT
SECTION
ecAl..E, NTS
CD
FILLED CELL INSTALLATION
SCALE: N.T.5'
N.T.S.
4"t 5AUJCUT
PRODUCT CONTROL NOTICE OF ACCEPTANCE
MIAMI - DADE COUNTY, FLORIDA
-SXO' EM6EDDED INTO
EXl5TING FOOTING
MAUFACTURER - G S ROOFING PRODUCTS COMPANY, INC.
D SAMUEL A. GREENBERG, P.E. -:34245
D T~UY ~. ~UYNH P.E. ~~0122
D IRWIN J. BENSON, P.E. -4Cj1S8
D All ABBAS t-4AKIM, PE. ~b18b
& REVlSED 08-15-03
& CREATED 02-27-02
120 MPH
3 SEe, GUST
D E DANSCO
ENGINEERING, P A.
p.o. eoX.3400 - APOLLO eEACA4 - FLORIDA - 33512
PHONE - (813) 645 12)166 FAX - (813) 645 ~<ae
e6 -'1::.1"'" f(\ -mESE DRAWINGS AND DESiGNS ARE -mE JOINT PROPERTY Of DANSCO ENGINEERING, P.A. AND -mE
....... IV \.:::JCUENT ON -mIS PRO"rCT ANY REPROOUCllON OR UNAU-mORIZED USE IS PROHIBiTED. - 2003
UPLIFT CAPACITY . S~S FOR 1 STRAP
. 1~~ FOR 2 5TRAF5
(4) &DS 1~'xlV2
PRODUG T ACCEPTANCE It EXPiRATION DATC:
FIREHAL T 2000 01-0503.03 06 ! 14 ! 2006
FlREHAL T 2000 AR 01-0503.03 06 I 14 I 2006
LANDMARK 30 01-0503.03 06 I 14 ! 2006
LANDMARK 30 AR 01-0503.03 06 ! 14 ! 2006
LANDMARK 40 01-0503.03 06 I 14 I 2006
LANDMARK 40 AR 01-0503.03 06 ! 14 ! 2006
TO TI-IE BEe,T OF TI-IE ENGINEER'e, KNOUJlEDGE AND BELIef, TI-IE
e,TRUCTURAl FLANS AND SFECIFICATIONS COMFL Y WITi-I Ti-IE
FLORIDA BUilDING CODE, SECTION 1~0~ FOR 120 MFI-I 3 e,ECOND
GU6T, EXPOOURE 'B' WIND ZONE (2001 EDITION).
Tl-lle, DRAWING AND DESIGN Ie, vALID FOR 12 MONTI-I6 AFTER TI-IE
DATE IT 16 SIGNED AND SEALED.
SIGNED AND 6EALED FOR THE STRUCTURAL PORTION OF THIS
DRAWING ONLY.
LENNAR t40MEe
EXISTI~ FOOTING:
I-PI- '( PRE-ENGINEERED ~5
FIGU
3: CO
, SIMPOON 1-lM~ 5TRAP
FLASHING INSTALLATION
6CALE NOTED
DATE 2121/fl>2
TAMPA DIVl810N
DF<AU.N BV.
N:/BLOCKS/STD 2001
;Q <D
- -,
;Q C
:lIC::a
g-;;
-J <D
:co
-
.. c..
ii!'::I:
N.T.5.
RETROFIT FILLED CELL DETAIL
N. T .e.
FRAMING CONNECTIONe fi) eXT. WALLe
DE JOB NO. PM - 5021
83.1
)
~J ~l
/ /' SCISSOR TRUSS
"",- I"- "'- /'
/'
,,"'- /' ..- ;/
/' "'-/' /' 24" O.C. ON TOP OF BOTTOM
/' /' ~ "'- "'- CHORD FOR (4) TRUSS SPANS
/' /' /' /' "'- "'- ~ A TT AC H ED W / 2 - 1 6 d @ EAC C
/' /' /' /v "'- TRUSS JOINT
/' /' ~ "-
/' "'-
/' "'-
/' " 2" x 4" BLOCKING END NAILED
v~ W/ 2-16d @ 24" O.C. (MAX.)
Ilr~^
~lcr ~I--- 2" X 4" BLOCKING (TURNED
.,' FLAT) NAILED TO TOP PLATE
.. W/ ~-10d NAILS
REFER TO SECTION 1 A ON SHEET
S3.1 FOR X-BRACING, AND TOP
CHORD BLOCKING INFORMATION
~
SCISSOR TRUSS
l---
SCISSOR TRUSS_________
I-
Z
(3
'J
REFER TO SECTION 1 A ON SHEET
I S5 FOR X-BRACING, AND TOP
I CHORD BLOCKING INFORMATION
f/ //
. /
/ /
/ / 1/4" TO 1 /2" GAP BETWEEN
// / TOP PLATE & TRUSS
/ /
/ /
Ix // ~bM:~~l~~b.~< 8-
I..-kr
-><~
II ~ WOOD FRAME EXT. WALL
, . ~ SIMPSON SP2 @
EVERY OTHER STUD
"-
"'-
~
a::
~
o
o
o
o
5:
-J
0...
0...
<(
-J
;:;--;
1/4" TO 1 /2" GAP BETWEEN
TOP PLATE & TRUSS
..-f-
I ~ '----r--- SIMPSON A44 W/ 8-
~ 10d @ EACH TRUSS
C --------I---- WOOD FRAME EXT. WALL
~---- SIMPSON SP2 @
" EVERY OTH ER STU D
~ L..----
1/2" NOMINAL PLYWOOD OR
O.S.B, NAILED W/ 8d NAILS @
4" O.C. BOUNDARIES, 6" O.C.
~ EDGES, & 12" O.C. FIELD
~ ~ 2x8 STUDS AT 16" O.C.
,
MASONRY WALL (DESIGNED AS CANTILEVERED)-
tv-- V SIMPSON SPl @
..- /\j / EVERY OTHER STUD
:-:V K.O. BLOCK W/ (1)
~ #5 CONT. & FILLED
[] ~
-1'1 ~
= '- = ~ 1/2" DIA. x 8" "J" BOLT @
= = 48" O.C. W/ 2" DIA. x 3/16"
_ _ PLATE WASHER (TYPICAL)
---- -~
;= = I ~ 1" x 2" P.T. FURRING STRIP
l-
f-- -
f- -
f-- -
I- -
~ WOOD FRAME EXT. WALL
~ SIMPSON SP2 @
~ EVERY OTHER STUD
~ ~ ~~ 2x8 STUDS AT 16" O.c.
~ xi'-- 1/2" NOMINAL PLYWOOD OR
:i O.S.B. NAILED W/ 8d NAILS @
..- / cr 4" O.C. BOUNDARIES, 6" O,C.
~ .. ~ EDGES, & 12" O.C. FIELD
SIMPSON SPl @
EVERY OTHER STUD
---i I-
x
<(
::E
.",.
1 /2" NOMINAL PLYWOOD OR O.S.B.--------- ..-
NAILED W/ 8d NAILS @ 4" O.C. I tv--
BOU~~DARIES, 6" O.C. EDGES, ..- V'\j
& 12" O.C, FIELD
.
o
I
i.n
~ 2x8 STUDS AT 16" O.C.
~ ---- SI~~PSON SPl @
.- ~ .----------- EVERY OTHER STUD
.. ______v- K.O. BLOCK W / (1)
-------, #5 CONT, & FILLED
--' 1-___
~"1 ~ ~
~:= ~ 1/2" DIA. x 8" "J" BOLT @
= := 48" O,C. W/ 2" DIA. x 3/16"
I- PLATE WASHER (TYPICAL)
---= E~
~ 1" x 2" P,T. FURRING STRIP
-
---i"'i~~
-
-
-
-
-
-
-
-
K.O. BLOCK W / (1)
#5 CONT. & FILLED
MASONRY WALL (DESIGNED AS
-
-
-
I-
CANTILEVERED) -------- F
l-
f-
l-
I-
-
-
-
-
-
=
-
-
-
-
1/2" DIA. x 8" "J" BOLT @
48" O.C. W/ 2" DIA. x 3/16"
PLATE WASHER (TYPICAL)
f-
f-
I-
-
-
-
-
f-
-
-
-
-
-
-
-
-
1" x 2" P.T. FURRING STRIP
-
-
-
-
-
l-
I-
~
l-
I-
~l{bV
~~/..-
~~ASOI\jRY WALL (DESIGNED AS CANTILEVERED)-
-
-
-
-
l-
I-
I-
~
NON-BEARING EXT. KNEE-WALL f6\
51::..f
SCALE: 3/4' = 1'-0' ~
-=-
NON-BEARING EXT. KNEE-WALL r C '\
SCALE: 3/4' = 1'-0' ~
E~t/"-
~
NON-BEARING EXT. KNEE-WALL r A \
SCALE: 3/4' = 1'-0' ~
:.>
:l!:
~
2 x 4 @ 24" O.C.
2 x 4 PANEL BLOCKING @ 48" O.C,
ATTACHED W/ (2) 16d TOENAILS
INTO BOTTOM CHORD,
-1
I~HERIOR HIP VAULT; -
6: 12 SLOPE CENTER
AND 3: 12 SLOPE SLIDES.
~
~
~
II l/-1/2" COX PLYWOOD OR 7/16" OSB
I~ SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C.
~ EDGES AND 12" O.C. FIELD
I
I l/-GABLE TRUSS
:$
I V-"L" BRACE TO EXTEND AT LEAST
Y 90% OF WEB LENGTH (SEE TABLE BELOW)
!$
I
X I
~ @ V10d x 3" @ 3" O/C THROUGH
J ~ CHORD INTO 2" x 6" P.T. PLATE
5/8" OR 1/2" CEILING DENSE ~k IV V- PLACE SHEATHING
GYPSUM WALL BOARD FASTENED .. FLUSH W/ MASONRY.
WITH 8d COOLER NAILS OR 1 1/4" I' ~. :~.J
LONG DRYWALL SCREWS COMPLYING /~~ ~ MOISTURE BARRIER.
WITH ASTM C 1002 FOR FIRST 8' -0"
FROM END WALL @ 4" O/C TYPICAL I- 1-'''"-- USP LTPA @ 48" O/C (TYP.)
I- l-
I- I-
1/2" DIA, BOLT @ 24" O,C, I- r-
MINIMUM 6" FROM PLATE SPLICES
W/ 3/16" x 2" DrA. PLATE WASHER
24' MAX
~1
1
/
/
~ "'- / ~r-
,,/ T WOOD TRUSSES
SIMPSON A34 CONNECTOR !/:'>"X'-/ r-2x4 R~T RUN BRACING
W/4-8d x 1 1 \2" INTO BLOCKING"" ~^ "'- "'- " '1)'/ AT 24 O.C. ON TOP OF
() /" /" '\. / "'- BOTT. CHORD FOR 4
& 2 3 16 xl 3 4 TAPCONS INTO ^" )< TRUSS SPANS ATTACHED
PRECAST (NOTE: MAINTAIN MIN. """,/ W/ 2 - 16d AT EA. TRUSS
1 7/8" EDGE DIST. ON PRECAST) X '"'- ~ X JOINT
~~ - 2x4 BLOCKING @ 24" O/C
- W/ 2 - 16d TOENAILS @ EA.
1 \2" HIGH STRENGTH OR 5/8" GYP. ~ ~~------ MASONRY WALL
I- -
WB W/ 1 3/8" DRYWALL NAILS OR 1-_
DRYWALL SCREWS 7" O/C CEILING ~ =~ARCHITECTURAL FINISH
& 8" O/C WALLS -=LJ~,-
REFER TO SECTION 1 A ON SHEET
S3.1 FOR X-BRACING, AND TOP
CHORD BLOCKING INFORMATION
~SEE NOTES FOR ROOF DIAPHRAM NAILING SPECIFICATIONS
"
IX
r2X4
/
OUTLOOKER @ 24" O.C,
WOOD TRUSSES
8d @ 6"0/C
II 2 x 4 BLOCKI~~G W/(2) 10d TOE
/ (NAILS @ EACH END @ 24" O/C (TYP)
i,BRACING W/(3) 10d x 3"
/ @ EACH CONN. @ 24" O/C
1)\ 1 /I'x I) IX
2 x 4 CROSS BRACE
AT RIDGE FASTENED
AT EACH JOINT w/
(2) 10d x 3"
/,"45>OMIN
~ ~ '- Ix \ ~ X ,X I
~ --~ TOP CORD BLOCKING FOR FIRST FOUR ROWS....!
~ ~L---~~ __F TRUSSES@EDGESOFSHEATHINGTYPICAL
TOENAIL w/ (2) 16d NAILS 2 x 4 "T" ON TOP OF PANEL
~v~ II ____.... BLOCKIN9" FAST-EN WITH
..........,..T I I ~ -.............. I I I I I 10d x 3 @ 4 O/C
yrr' , ~1'1 ' '~~I'/~
"-45>oMIN I ~.~
SIMPSON H 10 OR EQUAL~
@ EA. OUTLOOKER \
END
~7
I'x
~7
I)
CEILING _
RIDGE
IX
::::
2 x 6 P .T.
SILL
~
a..
n :c:
>>
>> >-
::\.l .a
::\.l ..>C
..r lJ:)
.. c>>
~ '0
:1:0 0
n ='
...<
)
\rx ;;] ~
--2 x 4 NON-STRUCTURAL
FRAME KNEEWALL
~ 2 x 4 P.T.
"'- MOISTURE BARRIER
~ ~BOND BEAM
~ MASONRY WALL
.--- 4,2R INSULATION
EXT. WALL CONN. ~
NON - LOAD BEARING LOCATION I
REFER TO DETAIL A/51 FOR MORE INFO. SCALE: 3/4' = 1'-0'-'
D \
55 J
D ....
... 0
-
-
o ,
::>
<.?
'C .
c>> .
:I:
a~
.
\0 ~
. co
.0 c>>
;Q 0
- -
>- >
...J c>>
- -a
~N
.L.. -
, ....J
J.J~
...J ,
:!)a..
z: :c:
;Q -a
~~
J.. .:.c
:f ~
- a..
.... ,
x -
~....
Z C!>
Z -
J.J :.
...J c>>
- :x:
...
~
>> <.9
::\.l $
ac
::;)
- ....
S,MPSor~ A34
W/4-8d x 1 1/2" INTO
BLOCKING & (2)
3/16" DIA x 1 3/4" TAPCONS
INTO BOND BEAM.(1 7/8"
EDGE DIST MIN.)
/ .,
'L I BRACING REQUlREMENT6
EXT. WALL CONN. ~
NON - LOAD BEARING LOCATION i
REFER TO DETAIL A/SI FOR MORE iNFO. N.T.S. ,
~
AL T.
E\
5'57
""'=='"
STUD NO (1) 2"x4" (2) 2"x4" (2) 2"x6"
SPACING "L" BRACE ''L" BRACE ''L'' BRACE "L" BRACE
16" 0'0" - 4'-5" 4'-5" - 8'-0" 8'-0" - 12'-0" 12'-0" - 16'-0"
24" 0'-0" - 4'-0" 4'-0" - 7'-0" 7'-0" - 10'-0" 10'-0" - 14'-0"
SCISSOR GABLE - (1) t'xs" #2 S,P,F, @ EACH VERTICAL AND
(2) 2"xS" FULL HEIGHT @ DIAPHRAGM BLOCKING
D SAMUEL A. GREENBERG, P.E. t:34245
D TI--IUY ~. ~UYN~, P.E. #60122
D IRWIN J. BENSON, P.E. -4<j158
D All ABBAS ~AKIM, P.E. 'Sb 18b
LATERAL CAPACITY
(157 PLF) .....=45~-65~
I"
D E DANSCO
ENGINEERING, FA"
p.o. eox 3400 - APOllO eEACA4 - FLORIDA - 33&12
R-K:JNE - (813) 640 fZ>166 PAX - (813) 640 ~~
ED .AtLIA\ f(\ l11ESE DRAWlNGS AND DESIGNS ARE l11E JOINT PROPERTY OF DANSCO ENGINEERING, P.A. AND l11E
-' ...,..., - ~CUENT ON 111IS PROJECT ANY REPRODUCTION OR UNAU1110RIZED USE IS PROHIBITED. - 2003
""
NOTE:
1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT,
SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE.
2) "L" BRi\CE TO BE FASTENED TO GABLE STUD WITH
10dx3" NAILS @ 4" O/C.
~
ffi CREATED 01-02-02
120 MPH
3 SEe, GUST
GABLE END DETAIL AT !-tIP v AUL T j
I
SCALE: N.T.S.
F
55
-=
TO TI4E BEST OF TI4E ENGINEER'S KNOll.LED6E AND BELIEF, TI-lE
6TRUCTURAL PLANe AND ePECIFICATION6 COMPLY UJITI4 TI-lE
FLORIDA I3UILDING CODE, SECTION 1606 FOR 120 MPI-i 3 SECOND
GU6T, EXPOeLIRE 'B' UJIND lONE (2001 EDITION).
TI4IS DRAWING AND DESIGN IS vALID FOR 12 MONT146 AFTER TI4E
DATE IT Ie elGNED AND OEALED.
SIGNED AND 6EALED FOR TI-lE eTRUCTURAL PORTrON OF TI4IS
DRAWING ONLY.
6EA1. "\ ecALE NOlCD
DATE In/02
LENNAR ~OME5
TAMPA Dlvl610N
DRAUN B.v.
N:/BLOCKS/STD 2001
;Q c>>
- ~
;Q c::
:':::a
~-;;;
...J c>>
:co
-
.. a..
;r;::c
"
FRAMING CONNECT/ONe ti) EXT" WALL5
\..
DE JOB NO. PM - 5021
eo
~
2x4 "T" ON TOP OF PANEL
BLOCKING, FASTEN Wll11
10dx3" @ 4" O/C
~VERl1CAL WEBS @ GABLE END
_____ ARE @ 16" O.C.
~ 1/2" COX PLYWOOD OR 7/16" OSS
2x4 PANEL BLOCKING @ 4S" O.C, ~ ~ SHEAn-iING ATTACHED WI 1ad NAILS @ 6' O.C.
FOR l11E FIRST s'-o" OF END WALL /' EDGES AND 12' O.C. FIELD
FROM EA. END TYP. BOTTOM CORD
ATTACHED W/ (2) 16-d TOE~AILS \ ......{2) l6d, ONE ON EACH SIDE OF 'r BLOCKING
, / / I ..... /___(2) 16d
I D( / I .. I 1:4 I 'I I :...-- ~ ;.;~. DBL. 2X4 HEADER
__ . i'II
SIMPSON H10 ~ : - ::
OR EQUAL SIMPSON SP~V
OR EQUAL .
SIMPSON DTC @16" O.C, W/(2) Sd
I ./ TO BOTTOM OF GABLE & (4) Sd INTO
2X4 w/ (4) 10d :- .. ,/' 2x6 SILL PLATE
AT EACH END --r:-
.. - ~ -- ----------, (j ~c.J, SILICON 1/4" GAP
2x6 P.T. SILL PLATE ------------ /" FI / )
W/ 1/2" DIA. BOLT @ 4S" 2X4 SPF FRAME WALL.../ I I KNOCK-OUT BLOCK W (1 #5 CONT.
O.C. & 6" FROM PLATE STUDS@ 16" ~.C. M~ ...-cONC LINTEL W/ (1) #5 CONT
SPL!,CES WI 3/16" MAX. G,./ ~ . .
x 2 WASHER SIMPSON SP2
OR EQUAL
DBL. 2XS wi 1/2" PLYWD. FLITCH PL. w/ SIMPSON LSTA1S
(OR EQUAL) W/ (7) Sd NAILS INTO STUDS AND (7) Sd
INTO DBL. 2XS ON EACH SIDE OF WINDOW
/TOENAIL W/ (2) 16d NAILS
/2x4 OUll..OOKER @ 24" O.C.
oj ~
~5' 0 \SlMPSOj H1 0 OR EQUAL
P @ EA. Ull..OOKER
24' MAX.
~"L" BRACE TO EXTEND AT LEAST X
~ 90% OF WEB LENGl11 (SEE TABLE ON SHEET <1
S3) ATTACHED WI 10d NAILS @ 4" O.C. r:
~
I
SEE STRUCTURAL NOTES AND NAILING
SCHEDULE I FOR SHEA l111NG DETAIL ~
i Jt~ t4
I ",'-.. /I /
TOP CORD BLOCKING FOR FIRST FOUR ROWS ....I
OF TRUSSES @ EDGESZ~ ""SHE,An-iING TYPICAL
2x4 CROSS BRACE """
@ 4S" D.C @ EACH JOINT '\
W/(2) 10dx3"
/ TOENAIL W/ (2) 16d NAILS
/ r 2x4 OUll..OOKER @ 24" O.C.
t4
. .f.'
)Y
/TOENAIL W/ (2) 16d NAILS
/2x4 OUll..OOKER @ 24" O.C.
t4
~ SIMPSON H10 OR EQUAL
r- @ EA. OUTLOOKER
SEE STRUCTURAL NOTES AND NAILING \
SCHEDULE FOR SHEAl111NG DETAIL
I
t..Jt~ t4 ,
I II' ,'-.. II J
TOP CORD BLOCKING FOR FIRST FOUR ROWS
Of ]RUSSES @ EDG[S~NG WIC^,
2x4 CROSS BRACE
@ 4S" O,C @ EACH JOINT "
W/(2) 10dx3"
\
I
I
I t?4' MAX. .
I "L" BRACE TO EXTEND AT LEAST X
I I------" 90% OF WEB LENGl11 (SEE TABLE ON SHEET S3) <1r:
ATTACHED W/ 10d NAILS @ 4" O.C.
I .
I ~VERTlCAL WEBS @ GABLE END ~.
~ :1 V ~l::~~X:~~;~~~/ ~~ 7{J~ @a~"B o.c. ~
EDGES AND 12" O,C. FIELD
I V (2) 16d, ONE ON EACH SIDE OF " BLOCKING
. /ft "'~ V~DBL. 2X4 HEADER
2x4 "T" ON TOP OF PANEL
BLOCKING, FASTEN Wll11
10dx3" @ 4" O/C
r-"I I~ SIMPsoj H1 0 OR EOUAL
I @ EA. Ull..OOKER
I ~4' MAX.
I' "L" BRACE TO EXTEND AT LEAST X
I L---- 90% OF WEB LENGl11 (SEE TABLE ON SHEET t
I S3) ATTACHED W/ 10d NAILS @ 4" O,C. .
I I ...............VERl1CAL WEBS @ GABLE END ~
~ ~ ARE @ 16" O.C. c()
~ I 1/2" COX PLYWOOD OR 7/16" OSS
~ I ~ SHEAn-iING ATTACHED WI 1ad NAilS @ 6" O,C,
EDGES AND 12" O.C. FIELD
I 2) 16d, ONE ON EACH SIDE OF ., BLOCKING
,'<:., I ____DBL. 2X4 HEADER
I I___tl ""'-.:: ~
L---- ",...
SIMPSON H10 ~' . .
OR EQUAL SIMPSON SP2------ ~ ; . I'
OR EQUAL.~ I
I SIMPSON DTC @16"0.C. W/(2) 8d
V;TO BOTTOM OF GABLE & (4) 8d INTO
2X4 WI (4) 10d 2 x 6 SILL PLATE
AT EACH END ,
I~- .
2x6 P.T. SILL PLATE - I: ~ "- C.J. SILICON 1/4" GAP
w/ 1/2" DIA. BOLT @ 48"
O.C. & 6" FROM ~LATE ~ IT KNOCK-OUT BLOCK wi (1) #5 CONT.
SPL!.CES WI 3/16 2X4 SPF FRAME WALL./ !, II I
x 2 WASHER STUDS @ 16"~'C' i~ ~~ CONC. LINTEL W/ (1) #5 CONT.
MAX. m 8
SIMPSON SP2 I Jl
OR EQUAL '/ I
DBL. 2XS WI 1/2" PLYWD. FLITCH PL. WI SIMPSON LSTA18 I ^ .
(OR EOUAL) W/ (7) Sd NAILS INTO STUDS AND (7) Sd .If
INTO DBL. 2X8 ON EACH SIDE OF WINDOW N _
2X4 P.T. SPACER ,'V
I I
-I I
)Y
SEE STRUCTURAL NOTES AND NAILING
SCHEDULE I FOR SHEATHING DETAIL ~
t .1t~ t4
I I r'-.. " /
TOP CORD BLOCKING FOR FIRST FOUR ROWS ....I
OF TRUSSES @ EDGES_~OF~SHEA n-i1,NG TYPICAL
2x4 CROSS BRACE I
@ 4S" O.C @ EACH JOINT I
W /(2) 10dx3" "
. IF.
c()
2x4 PANEL BLOCKING @ 4S" O.C.
FOR l11E FIRST s,_o" OF END WALL
FROM EA, END TYP. BOTTOM CORD
ATTACHED WI (2) 16-d TOE,NAILS
/ / J
IDa/I.' I IDIJ I'
1\
I t4 I, ' I
2x4 "T" ON TOP OF PANEL J
BLOCKING, FASTEN Wll11
10dd" @ 4" O/C
2x4 PANEL BLOCKING @ 48" O.C.
FOR l11E FIRST 8'-0" OF END WALL
FROM EA. END TYP. BOTTOM CORD
ATTACHED w/ (2) 16-d TOE~AILS
I / / ,
ID/J I'
SIMPSON HH/O ~ .: : I:
OR EQUAL I
SIMPSON SP2 V
OR EQUAL ~ ~
2X4 W/ (4) 10d L-- :- .J
~;0T EACH END M ~e.J. SlueaN 1/4" GAP
I I KNOCK-OUT BLOCK W/ (1) #5 CONT.
~ (1) SIMPSON H3
2,6 P. T. Sill PLAIT -' 2X4 SPF FR~ME WAll J , ~ ~
WI 1/2" DIA. BOLT @ 48" STUDS @ 16 O.C. I h'o~ I
O.C. & 6" FROM PLATE MAX. ~
SPLICES wi 3/16" 2X8 P,T. W/2 ROWS OF 3/16.~ - - 1 I
x 2" WASHER x2 1/4' TAPCONS @ 12' a.c. (MAX.) 1 I
II ;: I I
(1) ROW 2X BLOCKING @ ~ ==:::!:,
MID-HEIGHT FOR WALL ,IT I
HEIGHT < 8'-6" AND (2) ---1 J.J,
d ROWS @ 1/3 PTS. FOR Fr '-'-T' 2X4 P.T. w/ 1/2"0 "J"
ill WALL HEIGHTS> 8'-6" II IV BOLTS @ 24" O.C.
SIMPSON SP1 ' ~ =+
OR EOUAL .~. II I SEE SECTlON A/S1 FOR TYPICAL
SEE SECTlON A/S1 ~ ..J:~ FOUNDATlON AND BLOCK WALL
FOR SLAB DETS., J'I DETAilS
\ ll-L
~==~ ~~
~~~ .~ ~~
/~~ ~ W~
/~~O/O/~{/\
"Y~&)0/'
.
~ X
l-<t
11)1:
~X
.-<t
11)1:
I
SIMPSON DTC @ 16"0.C. W/(2) 8d
TO BOTTOM OF GABLE & (4) 8d INTO
2 x 6 SILL PLATE
~ X
.-<t
U)1:
-
MANUFACTURED WINDOW wi
FRAME. SEE DET. B/S2 FOR
HEADER & SILL DETAILS
MANUFACTURED WINDOW W/
FRAME. SEE DET. B/S2 FOR
HEADER & SILL DETAILS
I I
2X4 P.T. SPACER
-
-
~
SEE TYPICAL GABLE END BALLOON
FRAME DETAIL FOR FRAMING DET-
AILS BEYOND WINDOW (SEC. A/S6)
I
j I
I I
: I TIT]
I : 11 1 . MASONRY WALL (DESIGNED
I TIT AS CANTlLEVERED)
I II ~ ...........-RE-BAR BEYOND - SEE FILL CELL
I ~ ON PLAN
-I I
I IliLl 2X4 P.T. wi 1/2"0 "J"
I I 1fT/ BOLTS @ 24" O.C.
: : 1Hmll SEE SEC110N A/S1 FOR TYPICAL
I I ~FOUNDA 11 ON AND BLOCK WALL
SEE SECTION A/S1 I ; DETAilS
FOR SLAB DETS.\ l!J .~ 1
~-==~II 1"70.-
~'0~y\.~,,~ ~J" I ~ ~~'\
~~'><< ~ ~~"<
'<,,~~~ ~ ~~~
~~ ~/
/~~<<o/~{/.
'\.\/~);Y)0/'
CONC. SILL
X
<1
r:
.
~
r
N
2X4 SPF FRAME WALL STUDS ON EACH SIDE OF WINDOW
OPENING (DBL. 2X4 EA. SIDE FOR WINDOWS WIDER l11AN
36")
CONC. SilL
X
<1
r:
~
.
2X4 SPF FRAME WALL STUDS ON EACH SIDE OF WINDOW
OPENING (DBL. 2X4 EA. SIDE FOR WINDOWS WIDER l11AN
36")
MASONRY WALL (DESIGNED
AS CANTILEVERED)
X
<1
r:
~
.
2X4 TOP PL. ./ II I P
./ lL1 MASONRY WALL (DESIGNED
2X4 P.T. SPACER -./ TIT AS CANTlLEVERED)
L/ ~l --- RE-BAR BEYOND - SEE FILL CELL
I ~ ON PLAN
2X4 SPF FRAME WALL . 1
STUDS @ 24" O.C. 1Ll
MAX. JhT
2X4 P.T. SPACER ~ llh
2X4 P.T. WI 1/2"0 "J" mil
BOL TS@24" O.C. ~~ tHlI SEE SEC110N A/S1 FOR TYPICAL
~ FOUNDATlON AND BLOCK WALL
SEE SECTlON A/S1 II DETAilS
FOR SLAB ~ETS. 1 ~ III I
~ == ~II I h-
~~~y~~ ~J" I ~0 ~
~~~ ~ /~~"<
'<,,~~~ . . ~~~
~~ /\ W~
/>>"0"0~0;(~{/\
'<'\.~>>>~0"
/./////
-
N
NOTE:
NOTE:
NOTE:
SEE SEC110N D/S1 FOR
FRAME TO MASONRY WALL
CONNEC110N @ ENDS OF
BALLOON FRAME WALL
SEE SEC110N D/S1 FOR
FRAME TO MASONRY WALL
CONNEC110N @ ENDS OF
BALLOON FRAME WALL
SEE SEC110N D/S1 FOR
FRAME TO MASONRY WALL
CONNEC110N @ ENDS OF
BALLOON FRAME WALL
TYPICAL ALTERNATE BALLOON FRAME -aJ GABLE END
NOT TO SCALE
fA\
\!:V
AL TERNATE BALLOON FRAME -aJ GABLE END OVER WINDOW I B \
NICHE WALL DESIGN NOT TO SCALE \ 66 J
AL TERNA TE BALLOON FRAME -aJ GABLE END OvER WINDOW I
FLUSH WALL DESIGN NOT TO SCALE \
C \
66 J
TI-4IS DESIGN IS FOR A MASONRY 1-40ME WITI-4 A GABLE ENDWALL ADJACENT TO A CATHEDRAL CEILING.
THE DESIGN CALLS FOR A TRANSITION FROM MASONRY TO WOOD CONSTRUCTION AT A BOND BEAM TI-4AT
HAS BEEN DESIGNED TO MEET THE STRUCTURAL REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001,
INCLUDING THE SPECIAL WIND PROVISIONS GIVEN IN SECTION 2111.
TI-4IS DESIGN IS FOR A MASONRY 1-40ME WITI-4 A GABLE ENDWALL ADJACENT TO A CATHEDRAL CEILING.
TI-4E DESIGN CALLS FOR A TRANSITION FROM MASONRY TO WOOD CONSTRUCTION AT A BOND BEAM TI-4AT
HAS BEEN DESIGNED TO MEET THE STRUCTURAL REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001,
INCLUDING THE SPECiAL WIND PROVISIONS GIVEN IN SECTION 2111.
TI-4IS DESIGN IS FOR A MASONRY 1-40ME WITI-4 A GABLE ENDWALL ADJACENT TO A CATHEDRAL CEILING.
THE DESIGN CALLS FOR A TRANSITION FROM MASONRY TO WOOD CONSTRUCTION AT A BOND BEAM TI-4AT
I-4AS BEEN DESIGNED TO MEET THE STRUCTURAL REQUIREMENTS OF TI-4E FLORIDA BUILDING CODE 2001,
INCLUDING THE SPECIAL WIND PROV/SIONS GIVEN IN SECTION 2111.
THE GABLE END WALLS ARE STRUCTURALLY CONTINUOUS FROM THE FLOOR TO THE ROOF (OR CEILING)
D I API-4RAGM.
TI-4E GABLE END WALLS ARE STRUCTURALLY CONTINUOUS FROM THE FLOOR TO THE ROOF (OR CEILING)
D I API-4RAGM.
THE GABLE END WALLS ARE STRUCTURALLY CONTINUOUS FROM TI-4E FLOOR TO TI-4E ROOF (OR CEILING)
DIAPHRAGM.
:.>
:J:
::;)
D SAMUEL A. GREENBERG, P.E. 4'34245
D THU-r H. HU-rNH, P.E. #00122
D IRWIN J. BENSON, P.E. -49158
D All ABBAS HAKIM, P.E. ~6186
a.
n :::r::
:It
:II>> >-
::\.l .a
... -""
SOl co
.. <l)
n -0
... 0
-- -
n ~
.... .<
D ....
... <:)
-
-
u ,
::>
en
c .
'3) v
~
u~
31:
c '
. lJ:)
D d)
;., u
>- >
...J <l)
- -0
~'"
.1- _
. ~
.u~
oJ ,
~o..
Z :J:
;Q -a
~:;
:1.. -""
:! ~
- a..
- ,
x.....
<-
z: Cl)
z-
.u ,.
...J Q)
- ::r:
...
ID
:II>> <S>>
::\.l <>>
co
:1
- .....
& CREATED 05-22-02
r
TO Tl-tE BEoT ot= Tl-tE ENGINEER'o KNOJJLEDGE AND BELIEf, Tl-tE
oTRUCTURAL FLANS AND oFEClflCATIONo COMFL Y llJITl-t Tl-tE
FLORIDA BUILDING CODE, OECTION 1000 FOR 120 MFl-t 3 oECOND
GlUoT, EXFOOURE '13' llJlND ZONE (2001 EDITION).
Tl-tlo DRAWING AND DEolGN 10 vALID fOR 12 MONTl-to AFTER Tl-tE
DATE IT 10 olGNED AND oEALED.
olGNED AND oEALED fOR THE oTROCTURAL FORTION Of Tl4lo
DRAWING ONLY.
120 MPH
3 SEC. GUST
D ANSCO
ENGINEERING, FA.
p.o. BOX 34(1)(/) - APOllO eEA04 - FLORIDA - 33&12
Pt-.fONE - (&13) 645 (2)t66 PAX - (&13) 645 eh~
E6 ..us,tAl f[\ THESE DRAwINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, PA AND THE
'"t';;1 ~ \SICLlENT ON THIS PROJECT ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. - 2003
DE
"'\
eeA1-~
\ ecALE NOTCD
DATE 5122/(2)2
LENNAR J40MEe
T.6MPA DIYI610N
DRAllN e'v.
N:/BLDCKS/STD 2001
;Q <l)
- -~
;Q r:
it:: dl
~-;
...J <l)
:co
-
..a..
l: ~!:
"-
6ALLOON FRAMING DET AILe
'-
DE Joe NO. PM - &021
66
~
:.>
x
~
n
>> a-
s :J:
::\.l
>-
D .no
:>>
,. .:.t:
... lJ:)
n -=
.. -0
.... 0
S -
:;:lI
DO<
....
- 0
~ -
"?
-=
~ ~
....
0-
~~
~ i
;Q (>
- -
>- >
...J <D
- ~
:!N
.1- _
, ~
'uC!'
...J ,
~a..
Z :J:
;Q 'a
I....
~ as
J.. ..>C
~ ~
- a..
- ,
X -
..c-
O!: <D
Z-
,u ,.
...J d)
- :J:
:It
:D $
::\.l cSt
cD
::;)
-
;Q <D
- -~
;Q C
..:: Cl
g-;;
...J <D
::CO
-
.. l'!.
MODEL: '110RW4 (25 GA. STEEL
MODEL: 120RW4 (24 GA. STEEL
REV
01
02
03
DATE
9/27/1999
12/01/1999
1/2000
DESCRIPTION
ADD 'CBPC' TO TITLE BLOCK
CORRECTED BRACKET ATTACHMENT TO ONE BOLT AND NUT
JAMB ATTACHMENT INFO; 50 KSI STRUTS; +25/-32 PSF
HORIZONTAL TRACK SUPPORT BY
DOOR INSTALLER (TO SUIT)
SKiN)
SKIN)
r OPTIONAL DSB GUlSS OR
1/S" ACRYLIC LITES AvAILABLE
(SEE SECTIO~i B-B)
20 GA. MIN. END STILES ATTACHED TO DOOR
SKIN WITH PATENTED TOG-L-LOC SYSTEM
TOP, BOTTOM & CENTER).
1- 2' TH'CK
3" TALL U-BAR
20 GA. GALV, STEEL
50 KSI MIN,
r
!~ISIDE SUDE BOLT
LOCK OPTION
(1) iNTERMEDIATE STILE
ATTACHED W/ TOG-L-LOC (TOP & BOT)
AND URETHANE ADHESIVE (ALONG CENTER)
L-1 3" 1-
1-7/S" P
T
25 GA, MIN. STEEL
SKIN COATED WITH G-60
GALVANIZING, BAKED-ON PRIMER,
AND A BAKED-ON POLYESTER
TOP COAT APPLIED TO BOTH
SIDES OF STEEL SKIN,
13 GA GALV. STEEL FUlG BRACKET,
EACH FASTENED TO WOOD JAMB WITH
(3) 5/16"xl-5/S" WOOD UlG SCREWS.
rr=
1 6 GA. GAL V. STEEL TOP
ROUER BRACKET. EA.CH
BRACKET ATIACHED 11/(3)
#14x5/8" SHEET METAL
SCREWS.
'0
I
'en
f--
:r:
()
W
:r:
Cl::
o
o
o
'DOOR
HEIGHT "L"
6 -6 70
7 -0 76
7 -6 S2
8 -0 88"
TRACK CO~mGURATION
LOCK POSITION
(BOTH SIDES)
TWO POINT LOCKiNG
;-
:r:
()
W
:r:
14 GA GAlV STEEL
END HINGE EACH
r ASTENED TO END
STILES 11/(4) #14x5/8.
SHEET METAL SCREIIS
&: (4) 1/4"x3/4' SELF
TAPP1NG SCRE'N$.
f-- "L"
:r:
o
W
:r:
o
z
Z
w
Il..
o
2" GALV, STEEL TRACK,
Mi~j, TRACK THiCKNESS: ,060"
Cl::
o
o
o
ONE 3" TALL x 20 GA
50 KSI MI~i. U-BAR
PER DOOR SECTION
&
r 3" TALL x 20 GA GALV.
STEEL U-BAR. ONE U-8AR
PER SECTION EACH U-BAR. ATIACHED
WITH TWO 1/4'x3/4- SElF TAPPING
SCREWS PER STILE LOCATION
x
<
~
E~m
STILE
rSLlDE BOLT
LOCK ENGAGES
/ iNTO VERTICAL
TRACK, ONE
LOCK or,
EACH SiDE
OF DOOR,
NUAIR SINGLE HUNG HINDOH SCHEDULE
TESTED PER ANSI/AMMA/NHHDA 101 /IS2
DESI6N
PRESSURE (PSF)
DESI6N
SUC TI ON (PSF)
-80.0
-80.0
CALL SIZE
MANUFACllJRER SERIES **
END
STILE
IA2SH (1/2 325+1)
225+1
325+1
IA3 (1/2 33SH)
235+1
335+1
IA45+1 (1/2 345+1)
24SH
34SH
IA55+1 (1/2 355+1)
255+1
355+1
IAo5+1 (1/2 305+1)
20SH
305+1
2020SH
3020SH
4020SH
2030SH
30305+1
4030SH
2040SH
3040SH
4040SH
2050SH
3050SH
4050SH
2000SH
3060SH
4060SH
<100
<100
<100
<100
<100
<100
<100
<100
<100
<100
<100
<100
<100
<100
<100
<100
<100
<100
<100
<100
<100
<100
<100
<100
<100
<100
<100
<100
<100
<100
TYP 2-1/2"x12 GA. GALV, STEEL TRACK BRACKET
(4) TRACK BRACKETS PER SIDE (FACTORY ATTACHED),
-L
LOCATIO', OF
OPTIONAL VENTS
OPTiONAL OUTS,CE KEYED LOCK POSiTION
MAX. DOOR '"IIDTH 9.0'
~ #14x5/S" SHEET METAL SCREWS
/ i;
~O~'I'"d/'" SELF
g/ TAPPiNG SCREws.
14 GA. END HiNGES
VIEW "B"
13 GA. GALV, STEEL BOTIOM BRACK[T
ATIACHED '/11TH TWO # 14x5/8-
SHEET METAL SCREWS,
~'~OTE 1:
DOORS UP TO 7'-0" H'GH CONSIST OF (4) SECTiONS (SHOWN)
DOORS OVER 7'-0" HiGH CONSIST OF (5) SECTiONS (NOT SHOWN)
ALUMINUIoI EXTRUSION
&: VI'ffi. WEATHERSTRIP.
SECTION A-A (SIDE ViEW)
IS GA. INTERMEDIATE HINGE
VIEW "c"
VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR
2000 PSI MIN. CONCRETE COLUMN):
3/S"x4" SLEEVE ANCHOR BOLTS ON 24" CENTERS
(C-90 BLOCK OR 2,000 PSI MIN. CONCRETE) OR
1/4"x4" TAPCON SCREWS ON 24" CENTERS (2,000
PSI MIN, CONCRETE), WASHERS INCLUDED WITH
SLEEVE ANCHORS, 1-1/4" 00, MIN. WASHERS REQUIRED
20 GA. GALV, STEEL ~i~NTEr;r' STILE 'tilTH TAPCONS ANCHORS MAY BE COUNTERSUNK
_ (BUT ~WT REQUiRED) TO PROviDE A FLUSH
MOUNTING SURFACE, HORiZONTAL JAMBS DO NOT
TRANSFER LOAD.
~ 18 GA GALV, STEEL CENTER HI%E
FASTE~,ED TO iNTER. STILES W/(4.)
# 14x5/8" SHEET f~ETAL SCREWS
OUTSIDE
HANDLE
SUIT)
MOLDED INSIDE
LITE RETAINER
#Sx3/4" PAN HEAD SCREW
(10 SCREWS PER LITE)
OPTIONAL 10 SCREW
WINDOW LITE
SECTION B-B
2x6 YELLOW PINE JAMB
iNSIDE HANDLE
INTER,
STILE
12 GA. GALV. STEEL TRACK /
BRACKETS FASTENED TO WOOD JAMBJ
WITH ONE 5/16"xl-5/S" UlG SCREW
PER TRACK BRACKET.
r SNAP UlTCH ENGAGES
ONTO VERTICAL TRACK,
lONE SNAP UlTCH ON
. EACH SIDE OF DOOR,
END
STILE
/
2" GAL V STEEL TRACK FASTENED TO-1
12 GA. GALV. STEEL TRACK BRACKETS.
TRACK ATTACHED TO EACH BRACKET
1\ WiTY NiE 1/4"x5/8" BOLT & NUT
& OR TWO 1/4" DiA RiVETS
\
l14 GA. GALV. STEEL ROLLER HINGES
FASTENED TO END STILES EACH W/(4)
#14x5/S" SHEET METAL SCREWS AND
(4) 1 /4"x3/4" SELF TAPPING SCREWS
OUTSIDE KEYED
HANDLE
PER END HINGE,
OUTSIDE KEYED LOCK
LOCK BAR LOCKING
PPFPARATiON OF JAMBS BY OTHERS,
2" DiA SHORT STEM, 10 BALL STEEL ROLLER.
oAfAB cormGURAT!or,
SECTION C-C
OUTSIDE KEYED LOCK
SNAP UlTCH LOCK OPTION
DESIGN LOADS: +250 P,S.F. & -32,0 PSF.
TEST LOADS: +37.5 PS,F. & -4S.0 P,S,F,
:JRA Io'lNG ~IJ.
101979
REv
03
NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS
SHALL BE THE RESPorjSiBiLiTY OF THE PROFESSiONAL OF
RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE
N'TH CuRRun 8ULDi~jG CODES FOR THE LOADS liSTED ON
THIS DRAWING
DES, BY
MW'II
CHECKED BY
MW'II
LOCK BAR
ENGAGES IN
TRACK ON
EACH SIDE
OF DOOR
DATE
SCALE
NOTED
DESCRIPTION
Si~iGLE CAR MODEL 110RW4 & 120RW4
+25,0/-32,0 PSF DESIGN LOAD
REAS DENOTES
8/26/99
VERTICAL JAMB ATTACHMENT (WOOD FRAME BUILDINGS):
1/2"x3" UlG SCREWS ON 24" CENTERS 1-1/4" 00 MIN.
WASHER REQUiRED UlG SCREWS MAY BE COUNTERSUNK
(BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING
SURFACE, HORIZONTAL JAMBS DO NOT TRANSFER LOAD.
MAX, DOOR SIZE 9'0"W x 8'0"H
CIOPOY 8U11dil'lj1 Prod~ ComPOr1)l ..... R"'QM:I ReMC\'ed.
The orral"~m$f1tt depicle<j herein a~ u-.. 80:. pro~
oi the Clopo>, Bl"jildin~ Prodi,icU Company and moy' rod:
bot reproduced in any form without it:I writtel"l permission_
[1B P [1
(513) 381-4800
312 WALNUT STREET6 SUITE 1600
CINCINNA TI, OH 452 2
DM~on of Clopay BuildIng ProdLl(;t.
NUAIR HORIZONTAL ROLLER HINDOH SCHEDULE
TESTED PER ANSI/AMMA/NHHDA 101 /IS2
MODEL' 110RW4 (25 GA STEEL SKIN)
MOD
(5) INTERMEDIATE STILES FOR 16' WIDE DOOR
ATTACHED TO DOOR
-L-LOC SYSTEM
).
'0
,
'Xl
/ ~. END STm
EL: 120RW4 (24 GA. STEEL SKIN) ATTACHED W/ TOG-L-LOC (TOP & BOT) SKIN WITH PATENTED TOG
A AND URETHANE ADHESIVE (ALONG CENTER) (TOP, BOTTOM & CENTER
I OPTIONAL SSB GUlSS OR -
/ l/S" ACRYLiC LiTES AVAIUlBLE /'
/ (SEE SECTION B-B)
i=
~G! I GII[3 E3 E3 ~
I ==
Fe _:1 :1 l /I /I h - \\ ~ ~ =
,
A)
~
- 'r ^ B /' (\ ~
t I E ( (
C I i I rc ----
I - --------
I I - --- VIEW
~ V' V'J V'J V\
CJ D D D D D /LO
~ ~ g (B
TW
" '\ (, ~
~. \ \
,
1= = D ,\ D D D /
. /'
.I: Ni I I I Ih (
~ LOCATION OF '11I- A ~
I
3. X 20 GA. U-BARS
U-BARS iN A 2-1-2-1
PATTERN (I.E. TWO U-BARS
ON BOTTOM SECTION,
ONE U-BARS ON NEXT
SECTION, ETC.)
VIEW "B"
"C"
I
o
,::;:j
I
.'Y
o
o
o
CK POSITION
OTH SiDES)
o POINT LOCKiNG
x.
<
~
OPTIONAL VENTS
OPTiONAL OUTSDE KEYED LOCK POSITION
J
NOTE 1:
DOORS UP TO 7'-0" HiGH CONSIST OF (4) SECTIONS (SHOWN)
DOORS OVER 7' -0" HIGH CONSIST OF (5) SECTIONS (NOT SHOWN),
MAX, DOOR WIDTH = 16' -0"
INSIDE ELEVATIONS
& VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR
2 000 PSI MIN, CONCRETE COLUMN):
3/S"x4" SLEEVE ANCHOR BOLTS ON 20" CENTERS (C-90
BLOCK) OR 24" CENTERS (2,000 PSI MIN. CONCRETE) OR
1/4"x4" TAPCON SCREWS ON 16-3/4" CENTERS (2,000
PSI MIN CONCRETE). WASHERS INCLUDED WITH
SLEEVE ANCHORS. 1-1/4" 0.0, MIN, WASHERS REQUIRED
WITH TAPCONS, ANCHORS MAY BE COUNTERSUNK
(BUT NOT REQUIRED) TO PROVIDE A FLUSH
MOUNTING SURFACE HORIZONTAL JAMBS DO NOT
OPTIONAL 10 SCREW TRANSFER LOAD.
WINDOW LITE
SECTION B-B
2x6 YELLOW PINE JAMB
2" THICK
12 GA. GAlV, STEEL TRACK /
BRACKETS FASTENED TO WOOD JAMBJ
WITH ONE 5/16"xl-5/S" UlG SCREW
PER TRACK BRACKET.
SSB GUlSS OR
, /8" ACRYUC UTE
#Sx3/4" PAN HEAD SCREW)
(10 SCREWS PER LiTE)
25 GA. MIN, STEEL
SKiN COATED WITH G-40 MIN,
GALVANIZI~IG, BAKED-ON PRIMER,
AND A BAKED-ON POLYESTER
TOP COAT APPLiED TO BOTH
SIDES OF STEEL SKIN,
OUTSIDE KEYED LOCK
LOCK BAR LOCKING
MOLDED INSiDE.../
LiTE RETAINER
SNAP UlTCH ENGAGES
ONTO VERTICAL TRACK.
ONE SNAP UlTCH ON
EACH SIDE OF DOOR,
HANDLE
r\
C/
--- 12 GA. GALV, STEEL TOP
ROLLER BRACKET, EACH
BRACKET ATTACHED W/(4)
# 14x5/S" SHEET METAL
SCREWS,
2" GALV STEEL TRACK FASTENED TO
12 GA. GALV. STEEL TRACK BRACKETS,
TRACK ATTACHED TO EACH BRACKET
WITH ONE 1/4"x5/S" BOLT & NUT
OR TWO 1 / 4" DIA RIVETS.
&
VERTICAL JAMB ATTACHMENT (WOOD FRAME BUILDINGS):
1/2"x3" UlG SCREWS ON 18" CENTERS, 1-1/4" 00. MIN,
WASHER REQUIRED, UlG SCREWS MAY BE COUNTERSUNK
(BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING
SURFACE, HORIZONTAL JAMBS DO NOT TRANSFER LOAD,
OUTSIDE KEYED
HANDLE
&
SHIP UlP JOINTS,
END
STILE
PREPARATION OF JAMBS BY OTHERS
3" TALL U-BAR
20 GA. GALV, STEEL
MIN. YEILD STRENGTH: 50 KSI
14 GA. GALV, STEEL
END H,NGE. EACH
FASTENED TO END
STILES W/(4) #14x5/S"
SHEET METAL SCREWS
& (4) 1/4"x3/4" SELF
TAPPING SCREWS
END
STILE
NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS
SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF
RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE
WITH CURRENT BUILDING CODES FOR THE LOADS LiSTED ON
THIS DRAWING,
DESIGN LOADS: +24.0 PSF & -24.5 PSF
TEST LOADS: +36,0 PSF & -37.0 PSF
OUTSIDE KEYED LOCK
SNAP UlTCH LOCK OPTION
END -......
STILE
r SLiDE BOLT
/ LOCK ENGAGES
INTO VERTICAL
TRACK ONE
LOCK ON
EACH SIDE
OF DOOR,
SECTION A-A (SIDE VIEW)
LOCK BAR
ENGAGES IN
TRACK ON
EACH SIDE
OF DOOR.
D 3" 1-
1-7/8" P
T
3" TALL X 20 GA. GA.LV, STEEL U-BARS
IN A 2-1-2-1 PATTERN (IE TWO U-BARS
ON BOTTOM SECTION, ONE U-BAR ON NEXT
SECTION. ETC.). EACH U-BAR ATTACHED
WITH 1/4"x3/4" SELF TAPPING SCREWS
PER STILE LOCATION,
INSIDE SLiDE BOLT
LOCK OPTION
OUTSIDE
HANDLE
13 GA. GALV, STEEL BOTTOM BRACKET,
ATTACHED WITH (2) #14x5/S" SHEET METAL SCREWS
ALUMINUM EXTRUSION
& VINYL WEATHERSTRIP
elopo)' 8uildi(1Q Prt>ducts Company All Ri'ilhts Reserved.
The arrangements depicted herein are the sole property
of the elopay Building Products Company ond may nat
be reproduced in any form 'Nithout its written permission
~~~""~~'dPfr~..2IIla~~
REV DATE
01 9/27/1999
02 12/01/1999
03 1/2000
DESCRIPTION
ADO 'CBPO' TO TITLE BLOCK
CORRECTED BRACKET ATTACHMENT TO ONE BOLT AND NUT
CALL SIZE
LOCATION
+15.0
+15.0
6ARAeE
SERv'ICE DOOR
POOL BATH
DOOR
BREAKFAST TO
LANAI DOOR
EXTERIOR
FRENCH
DOOR
CALL SIZE
2808 (2/8 X 6/8)
2408 (2/4 X 6/8)
2668 (2/6 X 618)
2668 (2/6 X 6/8)
(2)2068 (4/0 X 6/8)
(2)2668 (5/0 X 6/8)
(2)2868 (5/4 X 6/8)
(2)3008 (6/0 X 6/8)
FOR 8'-0" HI6H UNITS
~,AIN
ENTRY
DOOR
+15.0
+15.0
+15.0
+15.0
-80.0
-80.0
-18.4
-80.0
HAiN
ENTRY
DOOR
HAIN
ENTRY
DOOR
2020HR
HANUF AC 11JRER SERf ES **
DESI6N
PRESSURE (PSF)
DESI6N
SUCTION (PSF)
-80.0
-80.0
ADDED JAMB ATTACHMENT iNFOR~IATlm~
OH2 / OH3
OH2 / OH3
OH2 / OH3
OH2 / OH3
OH2 /01-13
OH2 / OH3
OH2 / OH3
OH2 / 0H3
OH2 / 0H3
OH2 / OH3
OH2 / 0H3
OH2 / 0H3
OH2 / 0H3
OH2 / 0H3
OH2 / OH3
OH2 / OH3
OH2 / OH3
OH2 / OH3
OH2 / OH3
OH2 / OH3
3020t1R
rr=
HORiZONTAL TRACK SUPPORT BY
DOOR iNSTALLER (TO SUIT)"
4020HR
5020HR
6020HR
2030t1R
3030t1R
4030t1R
5030HR
603Ot1R
2040HR
3040t1R
4040HR
5040t1R
6040HR
2050HR
3050HR
4050HR
5050HR
6050t1R
13 GA GAlV, STEEL FUlG BRACKET.
EACH FASTENED TO WOOD JAMB WITH
(3) 5/1 6"x 1 -5/S" WOOD UlG SCREWS
f--
I
o
W
:r:
Cl::
o
o
o
TRACK CONFIGURATiON
DOOR
HEIGHT "L"
6 -6" 70"
7 -0 76
7 -6 82
S -0" 8S"
j: "L"
o
W
I
o
Z
Z
w
Il..
o
2" GALV. STEEL TRACK,
MIN, TRACK THiCKNESS ,060"
TYP, 2-1/2"x12 GA GALV STEEL TRACK BRACKET.
(4) TRACK BRACKETS PER SIDE (FACTORY ATTACHED),
#14x5/S" SHEET METAL SCREWS
-LleHTED AREAS DENOTES ASTM' EI300 LIMITATIONS A
1/4"x3/4" SELF
TAPPING SCREWS.
14 GA END HINGES IS GA INTERMEDIATE HINGE
VIEW "B" VIEW "C"
+50.0
+50.0
NUA I R SL I DING GLASS DOOR SCHEDULE
TESTED PER ANSI/AMMA/N0lY'lDA 101 /IS2
CALL SIZE
DESI6N
PRESSURE (PSF)
DESI6N
SUCTION (PSF)
-64.0
-55.0
-31.1
-55.0
MANUFAC11JRER SERIES **
+30
STOP MOULDING BY DOOR INSTALLER (TO SUIT)
20 GA MiN. GALV. STEEL END STILE
5008 S6D
0008 S6D
8008 S6D
<1068 S6D
200
200
200
200
2D GA. GALV. STEEL I~
7/16" I,D, ROUND PUSHNUT ~ 1S GA GALV. STEEL CENTER HINGE
FASTENER (ONE PER ROLLER) FASTENED TO INTER, STILES W/(4)
# 14x5/8" SHEET METAL SCREWS.
14 GA. GALV, STEEL ROLLER HINGES
FASTENED TO END STILES EACH W/(4)
# 14x5/S" SHEET METAL SCREWS AND
(4) 1/4"x3/4" SELF TAPPING SCREWS PER END HINGE.
2" DIA. SHORT STEM, 10 BALL STEEL ROLLER
JAMB CONFIGURATION
SECTION C-C
MAX, DOOR SIZE: 16'0"W X S'OH
DES, BY
MWW
REV,
03
DRA I.'ING NO,
101980
CHECKED BY
MWW
DESCRIPTION
DOUBLE CAR MODEL 110RW4 & 120RW4
+24/ -24,5 PSF DES!GN LOAD
DATE
SCALE
NOTED
S/26/99
CEPel
(513) 381-4800
312 WALNUT STREET6 SUITE 1600
CINCINNA TI, OH 452 2
Drvislon of elopay BuildIng Product.
+30
+30
+30
NOTE:
IT IS THE CONTRACTORS RESPONSIBILITY TO RE\i1EW ALL DRAWINGS BEFORE CONSTRUCTION
BEGINS. DANSCO ENGINEERING PA. IS RESPONSIBLE FOR TtlE STRUCTURAL INTEGRITY OF TtlIS
PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTtlER DESIGN PROFESSIONALS'
SHOP DRAWINGS, CONTRACTORS' BUILDING METtlODS, AND TtlESE SIGNED AND SEALED
DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF DANSCO ENGINEERING P,A, PRIOR TO
TtlE COMMENCEMENT OF CONSTRUCTION,
3068 (3/0 X 6/8)
(2)2668 (5/0 X 6/8)
(2)2808 (5/4 X 6/8)
(2)3008 (6/0 X 6/8)
(2)3080 (6/0 X 8/0)
3068 (3/0 X 0/8)
(2)2608 (5/0 X 6/8)
(2)2808 (5/4 X 6/8)
(2)3008 (6/0 X 6/8)
(2)3080 (6/0 X 8/0)
3068 (3/0 X 6/8)
(2)2668 (5/0 X 6/8)
(2)2868 (5/4 X 6/8)
(2)3068 (6/0 X 618)
(2)3080 (6/0 X 8/0)
CALL SIZE
8 X 1 (OR 80100H)
<1 X 1 (OR '10100H)
16 X 1 (OR 160100H)
THERMA- TRU DOORS
EXTERIOR DOOR SCHEDULE
TESTED PER ANSI/AMMA/NHHDA 101 /IS2
RIO SIZE
DESI6N
PRESSURE (PSF)
DESI6N
SUCTION (PSF)
-34.1
-34,1
-34.1
-34,1
-34,1
-34,1
-32.4
-32.4
-32.4
-32.4
MANUF AC llJRER DESC-RI PTI ON
34 1/2 X 82 1/2"
**100 FLUSH STEEL
+ 25.'1
+25,'1
+25.<1
+25,'1
+25,'1
+25.'1
+24,1
+24,1
+24,1
+24,1
30 1/2 X 82 1/2"
32 1/2 X 82 1/2"
32 1/2 X 82 1/2"
**118 ONE LITE STEEL FRENCH
**118 ONE LITE STEEL FRENCH
**128 TEN LITE STEEL FRENCH
51 1/4 X 82 1/2"
63 1/4 X 82 1/2"
61 i/4 X 82 1/2"
15 1/4 X 82 1/2"
**108 15 LITE STEEL FRENCH
**108 15 LITE STEEL FRENCH
#108 i5 LITE STEEL FRENCH
#108 15 LITE STEEL FRENCH
(Vi) X '10 1/2"
38 1/2 X 82 1/2"
63 1/4 X 82 1/2"
+25.'1
+24.1
+24,1
+24.1
+24,1
+25,<1
-34.1
-32.4
-32.4
-32.4
-32.4
-34.1
-32.4
-32.4
-32.4
-32.4
-34,1
-32.4
-32.4
-32.4
-32.4
01 1/4 X 82 1/2"
15 1/4 X 82 1/2"
15 1/4 X <18 1/2"
38 1/2 X 82 1/2"
63 1/4 X 82 1/2"
**208 STEEL 8 PANEL
+24,1
61 1/4 X 82 1/2"
15 1/4 X 82 1/2"
15 1/4 X <18 1/2"
38 1/2 X 82 1/2"
63 1/4 X 82 1/2"
01 1/4 X 82 1/2"
15 1/4 X 82 1/2"
15 1/4 X <18 1/2"
#FC-60 0 PANEL FIBERCLASSIC
+24.1
+24.1
+24,1
+25,'1
+24,1
+24,1
+24,1
+24.1
#FC-60 0 PANEL FIBERCLASSIC
OR
#FC-2000 I LITE FRENCH
FIBERCLASSIC
( CUSTOMER CHOICE)
BANCO OVERHEAD DOORS, INC.
6ARA6E DOOR SCHEDULE
TESTED PER ANSI/AMMA/NHHDA 101 /IS2
TEST LOADS
PRESSURE (PSF)
+31.5
+31.5
+30.0
TEST LOADS
SUCTION (PSF)
-48,0
-48.0
DESI6N LOADS
PRESSURE (PSF)
+25.0
+25.0
+24.0
DESI6N LOADS
SUCTION (PSF)
-32.0
-32.0
-24.5
-31.0
EXTERIOR HINDOHS AND DOOR NOTES
1. ALL EXTERIOR WINDOWS AND GLASS DOORS ARE TO
BE TESTED IN ACCORDANCE WITH ANSIjAMMA/NWWDA
101/1S2 STANDARDS AND BEAR AN AMMA OR WDMA
LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE
CHARACTERISTICS AND APPROVED TESTING ENTIT'(.
FBC 1707.4.2.1
2. ALL EXTERIOR WINDOWS SHALL BE ANCHORED PER
THE PUBLISHED MANUFACTURER'S RECOMMENDATIONS
TO ACHIEVE THE DESIGN PRESSURE SPECIFIED.
FBC 1707.4.4.1
3. ALL EXTERIOR WINDOWS AND DOORS WHERE BUCK
THICKNESS is LESS THAN 1-1/2" SHALL BE ANCHORED
THROUGH THE JAMB INTO THE STRUCTURAL SUBSTRATE,
FBC 1707.4.4.2
4. ALL EXTERIOR WINDOWS AND DOORS WHERE BUCK
THICKNESS IS 1-1/2" OR GREATER, THE BUCK MUST
BE ATTACHED IN A MANNER THAT TRANSFERS THE LOAD
DIRECTLY TO THE STRUCTURE. WINDOWS AND DOORS
SHALL BE ANCHORED THROUGH THE JAMB INTO THE
WOOD BUCK. FBC 1707.4.4.2
5. ALL WINDOWS BUCKS SHALL EXTEND BEYOND THE
INTERIOR LIP OF THE WiNDOW. FBC 1707.4.4.2
6. MULLIONS AND ADJACENT DOOR ASSEMBLIES ARE
ARE REQUIRED TO BE TESTED OR ENGINEERED TO
TRANSFER 1.5 TIMES THE DESIGN LOADS TO THE
ROUGH OPENING SUBSTRATE. FBC 1707.4.5.1-1707.4.5.4
DE
MPH
GUST
D AN5CO
ENGINEERING, FA.
p.o. BOX 3~ - APOLLO eEACA4 - FLORIDA - 33&12
R-IONE - (813) 645 0166 FAX - (813) 645 ~~
e6 .Ae.,,, r(\mESE DRA'MNGS AND DESIGNS ARE mE JOINT PROPERTY OF DANSCO ENGINEERING, PA, AND mE
.,..., \':::,/ CUENT ON mls PRO-fCT. ANY REPRQOUCTION OR UNAUmORIZED JSE IS PROHIBITED - 2003
ffi CREATED 01-02-02
3
120
SEC.
LENNAR ~OMEe
5CALE NOTED
DATE '12/(1)2
TAMPA DIVl61CN
D~ e.v.
N:/BLOCKS/STD 2001
DOOR 4 WINDOW T A6LEe
DE JOe NO. PM - S021
6DWl
A
-.----/\. ~OR
1.:lV<1'L~ .
.<:J
<>. . "I
,. . '
'<:J
~., '. '.
I <1 ^v ~~IOR
JAMBS
IF NECESSARY.
USE SHIMS
WHEN
iNSTAlliNG TO
KEEP PLUMB &:
LEVU
II Jim-
t:T ·
. 1- - - -
. f----
. .1 . (>::.~---':".:.'
. <1.<1 a
., . . . PRE-CAST >
'. a^ CONCRm SIll. <l
v
. SEAlANT BEAD
HEADER
.<:JQ
~>~
.<1 .
.
EXTERIOR ~/
~
I
'.~
- --^v-
/ L ....
NO '
FASTENERS 9 -IT
i1-iROUGH '1
Sill. .
r\f rrs- ~
.~~>
? . . a^ ~2R~ SIll. <l
v
SILL
I
..~
I
INTERIOR
.
~ PRESSURE TREATUl
" ~i'.. '- BUCKSTRIP (MIN. 28"
"-, AS SHOWN)
---I V-- SHIM AS NEEDED
WINDOW
fASTENER
J\ INTERIOR
I ....,iJv.<1.. I
I<:J Z
<I. "I.
, ,- ~
, , 1'"1
.."'I?, _....J. I
<1 ^ ~:,"I-
- - ~IOR
FlLL INTERIOR VOID W~
MINIMAL EXPANDING FOAM
- IF PER CODE
JAMBS
-^v
If NECESSARY,
USE SHIMS
WHEN
INSTAlliNG ro
KEEP PLUMB &:
LEVU
t ~~~
II) ~
?~Tf .
- 1- - - -
. \ f----:
a (.. .
<1 PRE~CASTa >
.1^ CONCRm Sill. <
SILL
NO
FASTENERS
THROUGH
Sill.
. SEAlANT BEAD
~ '~WR [Il"".-n".
A..{CHi:Ecn.k.AL
" ' \o\.A.\1.,!-.ACTLJ<.l:S
A ,4,SSOC1AI10'
Tampa, FL -(800) 282.6627- WWW.NuAirco: "amER
.L:1
<<
HEADER
.q<.J.
_ ~~OR
. <1.:;] /;j.
"I :%r,
<- ~_. ~
. .~'l,
..:;] ""
~ '" -
- ~ooERIOR
^'"r
NO
FASTENERS
i1-iROUGH
SIll.
JAM BS
iF NEC~..-ARY,
USE SHIMS
WHEN
INST .ouJNG TO
KEEP PLUMB &:
LEVU
. SEALANT BEAD
SILL
>
:c
~ '~WR [Il''',[(I",'
, A..~n~:':'Ecn.RAL
! ~A.'L~ACTlR~
A55C(::I,l.,ll0'"
. \h..\111t.~
Tampa, FL.(800) 282-6627.ww'N.NuAlr.com
n
$I
$I
::\.l
$I
..,.
:0
.0
..,.
FlEXIBLE
FtASHING
..,.
c
Cl3
-~
~
~
a
31
a
z:
,
....
~
;Q
-
>-
...J
L
~
~~-
~'I ::.. 171
< '" _I . >
--~""'~---Q-,. -.~ <
~,~~g~~
"\: BARRIER FlEXIBLE
EXTERIOR IBLE FtAS~HING
FtASHING WEATHER J ~
JAMBS RESISTANT~ ·
v
^
~w-
~
.1-
,
.lJ
...J
~
Z
;t,)
~
:l..
:l
BARRIER ~
EXTERIOR_ ~' ~.
FACADE ~ ,
,
- ^
SILL
.....
x
<
z
z:
JJ
...J
-
...
$I
$I
::\.l
:;)
;Q
-
;Q
:.c:
g
...J
n
-
-~
/
9':!!J
~
r
II II!
r :T
I .~/~/ ~
{
.
----=-
. w:r, pouRtb
a^ CONCRm SIll. <
v
II:\STALLATIO~ DETAILS FOR FLA.;\GE Wlt\DO\VS I~ I
WIt\DZO:"iES OF 150MPI-I OR LESS (DETAIL A) I
Buckstrips must be set in a bead of sealant. The exterior joint
between the buckstrip and masonry must also be sealed,
Buckstrips shall run the entire length of the rough opening. A
bucks trip is not necessary at the sill ifit is pre-cast. All gaps
must be sealed. Buckstrips should be pressure treated yellow
pine, spruce or comparable lumber. In accordance with the
Florida Building Code, a taper, or bevel on the buck is
acceptable if the window frame is fully supported by the
buckstrip at both the interior and exterior.
screw embedment ofi" is maintained in the buckstrip, Window
fasteners should be located a maximum of 4" from each corner
and maximum of 18" O.C, It is recommended that fasteners not
be installed through the slll of the window, The actual size of
the buckstrips should be no less than 11" X 2 k". Buckstrips
should be installed using minimum ft" X 2i" masonry screws,
to maintain Ji" embedment, and be 18" O.C.
I INSTALLATIO~ DETAILS FOR FIN Wli\DOWS l~
Wl~DZONES OF I50MPH OR LESS (DETAiL 13)
Installation fasteners for windows should be a
minimum 11:" nail or It" wood screws, with an embedment of
at least I", Fasteners should be located at a maximum of 4"
from each corner and 18" O.C. for screws and 9" O.c. for
nails. It is recommended that all screws or nails be sealed to
prevent infiltration of air and water. Product may be shimmed
as necessary.
Flexible tlashing should be installed in a
weatherboard fashion. The top layer should overlay any layer
beneath it. The weather resistant bankr should then cover the
flexible flashing at the header. The application of the weather
resistant banier will vary based on when it is installed. lfit is
installed after the window, it should be tucked under the sill
lfusing I~" thick or greater wood buckstrips (not shown): flashing and overlap the jambs and head flashing.
Window installation fasteners should be a minimum #8 X I" ~ '~WR rm'MHGI<
AltClun::Crl...RAL
wood screws, installed through the window into the buckslrip, " ~~~;~~;;";:"S
Window may be shimmed as necessary, provided a minimum "E"HER
I he wIMow Ilcplctec In IntS mawlng " tntcnCeC tor u.se on typlca. constructIOn. I" t e ",spon'lOi tly 0 olhc"!'> to determme if It IS applicable. AddiTIonal flashing, vapor
ba."TleN, etc. mal ':)e specitied by the project archi:ect \,\'ind dnd design pressures "'ary within ead. state dIld COUN)', All products IT'.anl,;.factured by \luA.ir Inc, r.1ee1 a
m'nimwn of 110 mph (R30 DP) "ind load requirements (per AAMA 101); please che<;< local bUllding codcs for exact requiremen:s, Above detaill shown for Single Kung
window. For instHll.:1tior. of A\4rning, Honzontal Roller, or PktureDcsib'1l(,,>f windol,l, s use the same spl'Cifications as shoIN"TI above for the Single Hung, pro....ided that 1111
prc-nunchcd fTa...TH~ installation holes are utilized and with the above men:ioned Si.:TCW size :\iDe (1.jd :macij11L
I fusing !" thick wood buckstrips:
Installation fasteners should be a minimum li" X 2i" masonry
screws, installed through the window and buckstrip, into the
masonry, Window may be shimmed as necessary, provided a
minimum screw embedment of Ji" is maintained in the
masonry. Fasteners should be located a maximum of 4" from
each comer and maximum of 18" O.c. It is recommended that
fasteners not be installed through the sill of the window, The
actual size of the buckstrips should be no less than i" X 2i".
The window depicted in this drawing is intended for use on typical construction, It is the
responsibility of others to detennine if it is applicable. Additional tlashing, vapor barriers. etc.
may be specified by the projcct architect. Wind and design pressures vary within each state and
county, A]l products manufactured by Nu,Air Inc. meet a minimum of I \0 mph (R30 DP) wind
load requirements (pa AA\1A 101); please check local building codes for exact requirements.
I
..~
fiLL INTERIOR VOID WITH
MINIMAL EXPANDING FOAM
- IF PER CODE
~r
/".1
~
The window depicted in this dra\o\ ing is intended for use on typical eonstruc:ion, It is the
responSIbility of others to determine If it is applicable. Additiona] tlashing, vapor baniers, etc.
may be specified by the project architect. Wind and design pressures vary \0\ ithin each state and
county, All products manufactured by NuAir Inc. meet a minimum of 1 \0 mph (R30 DP) wind
load requirements (per AA\1A 101); please check ]ocal building codes for exact requirements,
Flll. INTERIOR VOID WI111
MINIMAL EXPANDING FOAM
- IF PER CODE
iF NECESSARY.
USE SHIMS
WHEN
INSTAlliNG TO
KEEP PLUMB &:
LEVEL
fiNISHED
SIll.
.
~/
.-..7:..-.
~;:: WINDOW
~L ~ FASTENER
. SEALANT BEAD
OSEALANT BEAD IF FLASHING IS NOT ADHESNE
~ '~WR [Il.,.,,",c'"
.. ARCH I ~EC!1. RA.J...
\1.A.\U "cn_~.r;s
ASSOCI." llU~
. \iLV i,[J(:
Tampa, FL -(800) 282-6627.wwI'I.NuAircom
z:
II li'OST ALLA 110\1 DETAILS FOR :'W\I-IMPACT, FI:'>I, HORIL. ROL- I
II LER WIl\iDOWS 1:'\ WI\iDLO\lES OF 150YlPH OR LESS (per mc 2001)
Window Installation:
Installation fasteners for windows should
be a minimum 1~", 4d nail or 6 x 11:" drywall screw,
with an embedment of at least 11:". Fasteners
should be located at a maximum of 4" from each
comer and \8" O,C. for screws and 9" O,C, for
natls.
It is recommended that all screws or
nails be sealed to prevent infiltration of air and
water. Product may be shimmed as necessary.
Weatherproofing:
Flexible tlashing should be installed in a
weatherboard fashion. The top layer should overlay
any layer beneath it. The weather resistant barrier
should then cover the tlexible tlashing at the
header.
The application of the weather resistant
banier will vary based on when it is installed, I fit
is installed ailer the window, it should be tucked
under the sill tlashing and overlap the jambs and
head flashing.
The window depIcted in this dra\o\ing is intended for use on typical construction. It is the
responsibility of others to determine ifit is applicable. Additional tlashing, yaporbaniers, etc.
may be specified by the project architect. Wind and design pressures vary within each state and
county. All products manufactured by l\iuAir Inc. meet a minimum of 110 mph (R30 DP) wind
load requirements (per AA\1A 10 I); please check local building codes for exact requirements.
.P
~~~~ HEADER
WEATHER ~
RESISTANT-~ vI/......../ /.4/. ___~INDOW
BARRIER I ~,1' ~~ FASTENER
~Jg~-r----.......J'..~ ;:.,.~.:~{(~t~=E
-....., , "', ~-. ,.-. "'" .. ..' HEADER
/ - n ,. -....... I
RIGID FLASHING --./" '- DRYWALL
(OPT., BY Oi1-iERS) "
B
JAM BS
PLYWOOD
SHEAi1-iING
---I ~
Flll. INTERIOR VOID W~
MINIMAL EXPANDING FOAM
- IF PER CODE
HEADER
>~ .<11-'
~ .<1 .
EXTERIO: ~ ~I~IOR
'I PRESSURE ffiEATUl
"- ~'" BUCKSTRIP (MIN, 28"
__ I ": AS SHOWN)
zt ---I : ~ SHIM AS NEEDED
WINDOW
, iIl1 -FASTENER
l Flll. INTERIOR VOID WI111
MINIMAL EXPANDING FOAM
- IF PER CODE
- -^v-
~~
_~ I\~R
~.>.
< --~; ~<Q L
-"\:.~_n_ - , ",'1
~:. ~ WEATHER I FlEXIBlE ~) ".
~~~ FtASHING 1 (1T"
EXTERIOR IBLE WEATHER I I'
FLASHING RESISTANT . ~r ')
BARRIER ~~.
~Jg~-)~.~
V SILL
I
~
IF NECESSARY.
USE SHIMS
WHEN
INSTAWNG TO
KEEP PLUMB &:
LEVU
~...----'"
FlNISHED
Sill.
.
~
~;:: WINDOW
~L ~ FASTENER
. SEAlANT BEAD
OSEALA.NT BEAD IF FLASHING IS NOT ADHESIVE
PLYWOOD SERIES 900 I I]';STALLATIO\ DETAILS FOR NO\l-I\1PACT, FI\l, SINGLE I
SHEAi1-iING & 950 SH HU]';G WI\DOWS 1\1 WI\lDZO!\ES OF 150MPH OR LESS (per mc 2001)
Flll. INTERIOR VOID W~
MINIMAL EXPANDING FOAM
- IF PER CODE
IF NECESSARY,
USE SHIMS
WHEN
~ INSTAWNG TO
, KEEP PLUMB &:
LEVU
FlNISHED
SIll.
.
7
~ WINDOW
~~ASTENER
I
. SEALANT BEAD
OSEALA.NT BEAD IF FLASHING IS NOT ADHESNE
~ '~WR [Il~"LRICA'
i A..RCHJTEL'1'LllAL
'wIANt;I'ACTLRLS
A..SSOCIA no""
. ~EMHEJl
Tampa, FL .(800) 282-6627hww.NuAir.com
\Vindow Installation:
Installation fasteners for windows should
be a minimwn I~", 4d nall or 6 x I~" drywall screw,
with an embedment of at least I~", Fasteners
should be located at a maximum of 4" from each
comer and 18" O.c. for screws and 9" O,C. for
nails.
It is recommended that all screws or
nails be sealed to prevent intiltration of air and
water, Product may be shimmed as necessary.
Weatherproofing:
Flexible !lashing should be installed in a
weatherboard fashion. The top layer should overlay
any layer beneath it. The weather resistant banier
should then cover the flexible flashing at the
header.
The application of the weather resistant
banier will vary based on when it is installed, lfit
is install cd after the window, it should be tucked
under the si]1 tlashing and ovtrlap the jambs and
head tlashing,
The window depicted in this drawing is intended for use on typical constru\;tion. It is the
responsibility of others to detennine if it is applicable. Additional flashing, vapor barriers, etc.
may be specified by the project architect, \Vind and design pressures vary within each state and
county. A]I products manufactured by :-luAir Inc, meet a minimum of 110 mph (RJO DP) wind
load requirements (per AAMA 101); please check local building codes for exact requirements.
PLYWOOD SERIES I
SHEATHING A02/3 A TW
R~~-= ~.I. ........, 1'/ '~~ V-~=ER
EXTERIOR I-I-Oi- ( ;>
FACADE- '-----... lit. / /; WOOD
(,,"..~=~I · o:s~:,~'::.~
FlEXIBLE
FtASHING
HEADER
J\ INTERIOR
!j / I / '::.r-R~~~ t ..,....
~ /J ~. BARRIER , 1""1 ~
.,'
:.:: ~
~~
/
< .
-\-__n_O~
"--
.
""-FlEXIBLE
FLASHING
EXTERIOR
JAM BS
Flll. INTERIOR VOID WITH
MINIMAL EXPANDING FOAM
- If' PER CODE
If' NECESSARY.
USE SHIMS
WHEN
INSTAlliNG TO
KEEP PLUMB &:
LEVU
FlNISHED
SIll.
. SEALANT BEAD
OSEALA.NT BEAD IF FLASHING IS NOT ADHESNE
~ '~WR [Il'"'''I('''
i '. "'. ,Hln:;c . ~TL RAL
'vIA,'I1. 1< AC1'L RLS
\SSOClA no...'
. \H::...mclt.
Tampa, FL -(800) 282-6627.www.NuAir.com
INSTALLATlON DETAILS FOR NON-IMPACT, FIN, AW:'\ING
WI\DOWS IN Wl\DlONES OF lS0\1PII OR LESS (per FBC 2001)
\Vinctow Installation:
Installation fasteners for windows should
be a minimum 11:", 4d nail or 6 x Ii" drywall screw,
with an tmbedment of at least 11:", Fasteners
should be located at a maximum of 4" from each
comer and 18" Q,C. for screws and 9" O,c. for
nails,
It is recommendcd that all screws or
nails be sealed to prevent infiltration of air and
water, Product may be shimmed as necessary,
Weatherprooting:
Flexible tlashing should be installed in a
weatherboard fashion. The top layer should overlay
any layer beneath it. The weather resistant banier
should then cover the !lexible l1ashing at the
header.
The application of the weather resistant
banier will vary based on when it is installed. Ifit
is installed after the window, it should be tucked
under the sill l1ashing and overlap the jambs and
head !lashing,
The window depicted in this drawing is intended for use on typical construi;tion, It is the
responsibility of others to determine ifit is applicable, Additional tlashing, vapor barriers, etc,
may be specified by the project architect. Wind and design pressures vary within each state and
county. All products manufactured by :-luAir Inc, meet a minimum of 110 mph (R30 DP) wind
load requirements (per AAMA 101); please check local building codes for exact requirements,
FlEXIBLE PLYWOOD SERIES 900 I
FtASHING~EADER SHEAi1-iING PW & DPW
WEATHER ^ WINDOW
RESISTANT- --....... v Ij '-./ " /' /'l / I ......--FASTENER
BARRIER ..............l { / /';::;J Lr
~Jg~-'-----...J..~:.:::~~~> =E
--- . ','.', .... .. HEADER
/ . Ii U.. "-.. I
RIGID FLASHING --./ "-Jl '- DRYWALL
(OPT" BY OTHERS) :
--"~ :v-
_~ I~~R
! :::
~,.:.
v /
Flll. INTERIOR VOID WI111
MINIMAL EXPANDING FOAM
- IF PER CODE
< _~_~__Q_ I
~ . L<'EATHJ FlEXIBLE ~ y-
'\ -~~~ FLASHING / 1
EXTERIOR IBLE WEATHER I
FtASHING RESISTANT~ ~I 'I U
BARRIER ~.
EXTERIO~_" ' .~~
FACADE '\ ~ 'l
- ^ '1,
SILL
JAM BS
If NECESSARY,
USE SHIMS
WHEN
INSTAlliNG TO
KEEP PLUMB &:
LEVU
J
FlNISHED
SIll.
.
""=--0
.-..7:..-_
~ ;:: WINDOW
~I ~ FASTENER
. SEALANT BEAD
OSEALA.NT BEAD IF FLASHING IS NOT ADHESNE
~ '~WR [Il'''LKJC,"
iU.CH1~Cft,R."l
\..tA.~'UAC"T\..\U:S
o\.)SOC1A T10,,",
. \Ill.\iBER
Tampa, FL.(800) 282-6627.wwI'I.NuAir.com
li'OSTALLAT10N DETAILS FOR \O\lL\1PACT, FIN, FIXED
WI],; DOWS IN WI~IJLOl\iES OF IS0YlPH OR LESS (per mc 200 I)
I
Window Installation:
Installation fasteners for windows should
be a minimum 11:". 4d nail or 6 x 11:" drywall screw,
with an embedment of at least l~", Fasteners
should be located at a maximum of 4" from each
comer and 18" O.C. for screws and 9" O,C, for
nalls,
It is recommendcd that all screws or
nalls be sealed to prevent infiltration of air and
water. Product may be shimmcd as necessary.
Weatherproofing:
Flexible flashing should be installed in a
weatherboard fashion, The top layer should overlay
any laytr beneath it. The weather resistant banier
should then cover the flexible tlashing at the
header.
The application of the weather resistant
banier will vary based on when it is installed. I fit
is installed ailer the window, it should be tucked
under the sill l1ashing and overlap the janlbs and
head flashing,
The window depicted in this drawing is intended for use on typical construction. It is the
responsibility of others to determine if it is applicable. Additional flashing, vapor barriers, etc.
may be specified by the project architect. Wind and design pressures vary within each state and
county. All products manufactured by NuAir Inc. meet a minimwn of 110 mph (R30 DP) wind
load requirements (per AAMA 101); please Chcck local building codes for exact requirements.
.....~
<('
. .<1
HEADER
.q<.J.
SERIES
OH2/3 HR
.
I
.~
i_Pi,I~IOR
'. . --
. . <1
. .:;] J7
< - ~ ..
> ..~ ~ <>
. . .'-4
..:;]
. .,
-q .... r~ .
,- ~ooERIOR
· '///-1 ~ I
'~ INTERIOR
· PRESSURE ffiEATED
" ~UC~KSTRIP (MIN. 28"
" AS SHOWN)
1"1 SHIM AS NEEDED
"- r, WINDOW
'--.l fASTENER
^
EXTERIOR
,
Flll. INTERIOR VOID WI111
MINIMAL EXPANDING FOAM
- IF PER CODE
JAM BS
^
~
NO
FASTENERS
i1-iROUGH
SIll.
^
~~
/
~...
IF NECESSARY.
USE SHIMS
WHEN
INSTAWNG ro
KEEP PLUMB &:
LEVU
~ .
r. ~Ioj p~~~~
, <1 <1.1
'. . . PRE-CAST ?
'. a^ CONCRm Sill. 1
v I
SILL
~Ia
.
~_ (////A 1i
. . ,fu!, POuRtb >
. . a^ CONCREfE SIll. ~
v I
. SEALANT BEAD
~ '~WR [Il'''''ICA''
-\RCHITECTlRAL
i 'dA.'tlCl-A.CfLRfS
,A.5SOCI ^ T10~
. 'dLMlh.R
Tampa, FL-(800) 282-6627.www.NuAir.com
Ill\iSTALLATIO\l DETAILS FOR :o-J01"-I\1PACT, FLAl\iGE, HORIL ROL-I
LER WI\DOWS IN WI1"DZO\;ES OF 150YlPH OR LESS (per FBC 2001)
Buckstrips must be set in a bead of sealant. The exterior joint
between the buckstrip and masonry must also be sealed.
I3uckstrips shall run the entire length of the rough opening, A
buckstrip is not necessary at the sill ifit is pre-cast. All gaps must
be sealed. Buckstrips should be pressure treated yellow pine,
spruce or comparable Iwnber, In accordance with the Florida
Building Code, a taper, or bevel on the buck is acceptable if the
window franle is fully supported by the buckstrip at both the
interior and exterior.
If using i" thick wood buckstrips:
Installation fasteners should be a minimum ft" X 2i" masonry
screws, installed through the window and buckstrip, into the
masonry, Window may be shimmed as necessary, provided a
minimum screw embedment of Ji" is maintained in the masonry.
Fasteners should be located a maximum of 4" from each comer
and mallimum of 18" O.C, It is recommended that fasteners not be
installed through the sill of the window. The actual size of the
buckstrips should be no less than i" X 2~",
Ifusing It" thick or greater wood buckstrips (not shown):
Window installation fasteners should be a minimum #10 X 11:"
wood screws, installed through the window into the buckstrip,
\Vindow may be shimmed as necessary, provided a minimum
screw embedment of Ji" is maintained in the buckstrip, Window
fasteners should be located a maximum of 4" from each comer and
maximum of 18" O,c. It is recommended that fasteners not be
installed through the sill of the window. The actual size of the
buckstrips should be no less than 11:" X 2i", Buckstrips should be
installed using minimum 17;" X 2i" masonry screws, to maintain
It" embedment, and be J 8" O.c.
The window depicted in this drawing is intended for use on typical construction. It is the
responsibility of others to determine if it is applicable. Additional flashing, vapor barriers, etc.
may be specified by the project architect Wind and design pressures vary within each state and
county. All products manufactured by NuAir Inc. meet a minimum of 11 0 mph (R30 DP) wind
load requirements (per AAMA 101); please check local building codes for exal.'t requirements,
HEADER I SERlES 900 I
t:t PW & DPW
.~ .. ...,.. '. ->
.<1. . .d!
EXTERIOR W~.l I~IOR
. r==7: I h · PRESSURE ffiEATUl
"- ~ ~'" BUCKSTRIP (MIN. 28"
'" :, AS SHOWN)
--" '
r- SHIM AS NEEDED
WINDOW
FASTENER
FlLL INTERIOR VOID W~
MINIMAl.. EXPANDING FOAM
- IF PER CODE
~iNTERIOR
- . .,-
.':.<1 I-
. ..:;]
< . 'l.
...., ~ ,
. . ----<
:'~?, ...7
~~.
- - ~EX1iRIOR
JAM BS
IF NECESSARY.
USE SHIMS
WHEN
INSTAWNG TO
KEEP PLUMB &:
LEVU
;r
NO
FASTENERS
i1-iROUGH ~ V-
SIll.
/} .
~JJ --
. . ~
. . . fu!, POuRtb
. . a^ CONCRm SILL f
v
SERIES 90011 ISSTALLA nON DETAILS FOR \O\l-IMPACT, FLANGE, SI:\GLE I
& 950 SH II HU\G WI\DOWS 1:'>1 WI\DLQ\;ES OF 150\1PH OR LESS (per mc 2001)
Buckslrips must be set in a bead of sealant. The exterior joint
between the buckstrip and masonry must also be sealed.
Buckstrips shall run the entire length of the rough opening. A
bucks'crip is not necessary at the StU if it is prc-cast. All gaps must
be sealed. Buckstrips should be pressure treated yellow pine,
spruce or comparable lumber. In accordance ",ilh the Florida
Building Code, a taper, or bevel on the buck is acceptable if the
window frame is fu]ly supported by the buckstrip at both the
interior and exterior.
If using *" thick wood buckstrips:
Installation fasteners should be a minimum ft" X 2i" masonry
screws, installed through the window and buckstrip, into the
masonry. Window may be shimmed as necessary, provided a
minimum screw embedment of Ii" is maintained in the masonry.
Fasteners should be located a maximum of 4" from each comer
and maximum of 18" O,c. It is recommended that fasteners not be
installed through the sill of the window. The actual size of the
bucks:Tips should be no less than i" X 2i".
Ifusing It" thick or gTeater wood buckstrips (not shown):
Window installation fasteners should be a minimum #10 X I~"
wood screws, installed through the window into the buckstrip.
Window may be shimmed as ncccssary, provided a minimum
screw embedment of 1i" is maintained in the buckstrip. Window
fasteners should be located a maximum of 4" from each comer and
maximwn of 18" O.c. It is recommended that fasteners not be
installed through the sill of the window, The actual size of the
buckslrips should be no less than W X 2i". Buckstrips should be
installcd using minimum 1'1;" X 2i" masonry screws, to maintain
\i" embedment, and be 18" O.c.
~~~~~ HEADER
WEATHER ~
RESISTANT- --....... v Ij........./ Va / j ____!,INDOW
BARRIER ..............l I ~Lr FASTENER
~-~.~;,,:~1,' ~
RIGID FLASHING ~ · -....... ~ u.. ~ DRYWALL
(OPT.. BY OTHERS) '--1
D-. INTERIOR
~.:'::J. I
< _~_ ~..~Q. LZ ~ -Av-,
-"\:.~ nn - ,..'1 I / '
~ L.....I. WEATHERltL ~
~ RESISTANT FlEXIBLE i' ~
BARRIER FtASHING 0
EXTERIOR FlEXIBLE WEATHER I _-..b
FlASHING RESISTANT~ ~rn
JAMBS BARRIER ~~.
~~-~~..~
- ^ ~
SILL
~ I' ,.
. 1- - --
. f----
. a . (...:.: ~"'. :.-.:..'
... . . <1 PRE~CAST a >
.. .1^ CONCRm Sill. <l
v
. SEALANT BEAD
SILL
INSTALLATION DETAILS FOR :\ON.IMPACT, FLA\lGE, FIXED
W1NDOWS IN W1NDlONES OF ISOMPH OR LESS (per FBC 200J)
I
Buckstrips must be set in a bead of sealant. The exterior joint
between the bucks trip and masonry must also be sealed.
BuckstTips shaJ) run the entire length of the rough opening, A
buckstrip is not necessary at the sill ifit is pre-cast. All gaps must
be sealed. Buckstrips should be pressure treated yellow pine,
spruce or comparable lumber, In accordance with the Florida
Building Code, a taper, or bevel on the buck is acceptable if the
window franle is fully supported by the buckstrip at both the
interior and exterior,
If using i" thick wood buckstrips:
Installation fasteners should be a minimum 17;" X ~" masonry
screws, installed through the window and buckstrip, into the
masonry. Window may be shimmed as necessary, providcd a
minimum screw embedment of 11" is maintained in the masonry.
Fasteners should be located a mallimum of 4" from each comer
and maximwn of 18" O,C, The actual size of the buckstrips should
be no less than i" X zi".
Ifusing 11:" thick or greater wood buckstrips (not shown):
Window installation fasteners should be a minimwn # lOX 1~"
wood screws, insta]led through the window into the buckstrip,
Window may be shimmed as necessary, provided a minimum
screw embedment of Ii" is maintained in the buckstrip, Window
fasteners should be located a maximum of 4" from each corner and
maximum of 18" O.c. The actual size of the buckstrips should be
no less than l~" X zi". 13uckstrips should be installed using
minimum :1;" X ~" masonry screws, to maintain
11" embedment, and be 18" O.c.
ft
6'L I
6Td
6'
SINGLE DOOR
~ '~WR [Il~"ERO'"
i AItCHrffiCTLIl.AL
MA."Il;J.l..<.-ilRJ::S
4..5S0CA nu...
. wn.t9ER
Tampa, FL-(800) 282-6627. www.N uAir com
The window depicted in this drawing is intended for use on typical construction, ft is the
responsibility of others to detennine ifit is applicable. Additional flashing, vapor barriers, etc,
may be specified by the project architect. Wind and design pressures vary within each state and
county, All products manufactured by NuAir Inc, meet a minimum of 110 mph (RJO DP) wind
load requirements (per AAMA 101); please check local building codes for exact requirements.
I
SERIES 200 i I
HEADER & 500 SGD II
^ ^
r/m/~/;;~(/~
./IIII! (lJI//
.<1 .
.Y'~
EXTERIOR I~ iNTERIOR
L-
~~~. ~~~~~~ ~~~~"
AS SHOWN)
. J ~ SHIM AS NEEDED
-- .~ WINDOW
~ I ^ I FASTI:NER
t <" ...;-
.. 7
SE.. RlES IIl\iSTALLA lION DETAILS FOR NON-I\1PACT, FLAl\GE, A W'\I]NG I
/\02/3 A TW WI\ooWS IN WlSDlOl\ES OF 150\1PIJ OR LESS (pcr FBC 2001)
I3uckstrips must be set in a bead of sealant. The exterior joint
between the buckstlip and masonry must also be sealed.
Buckstrips shall run the entire length of the rough opening, A
buckstrip is not necessary at the sill jf it is pre-cast. All gaps must
be sealed. Buckstrips should be pressure treated yellow pine,
spruce or comparable lumber, In accordance with the Florida
Building Code, a taper, or bevel on the buck is acc<'ptable if the
window frame is fully supported by the buckstrip at both the
interior and exterior.
Ifusingi" thick wood buckstrips:
Installation fasteners should be a minimum 17;" X 2~" masonry
screws, installed through the window and buckstrip, into the
masonry. Window may be shimmed as necessary, provided a
minimum screw embedment of It" is maintained in the masonry,
Fasteners should be located a maximum of 4" from each comtr
and maximum of 18" O.C. It is recommended that fasteners not be
installed through the sill of the window, The actual size of the
buckstlips should be no less than !" X 2i",
Ifusing I~" thick or greater wood buckstrips (not shown):
Window installation fasteners should be a minimum #10 X 11:"
wood screws, installed through the window into the buckstrip.
Window may be shimmed as nccessary, provided a minimum
screw embedment of \t" is maintained in the buckstrip. Window
fasteners should be located a maximum of 4" from each comer and
maximum of 18" O.c. It is recommended that fasteners not be
installed through the sill of the window. The actual size of the
buckstrips should be no less than 1~" X 2i", I3uckstrips ,hould be
installed using minimum ft" X 2i" masonry screws, to maintain
It'' embedment, and be 18" O,c.
~~
I<~~
~/~
~V/
~~
~~.
'<~ JAMBS
EXTERIOR
PRESSURE
TREA TUl
BUCKSTRIP
INTERIOR
.
SHIM
AS
NEEDED
-/ DDOR
/ FASTENER
".. I- r1, ~...
l ~ii~' Ui~
_ ': ----J'\ __ :
,I v I
I ~\ ~ :..
MINIMUM
'2"
RECOM-
MENDED
-
--1
-r
Af1ER
iNSTAUAnON, SEAl
HORIZONTAL JOINT~
BE1WEEN TRACK
AND JAMB
I
r
t-f ;
w-
c~
EXTERIOR
fill. INTERIOR VOID W~
MINIMAL EXPANDING FOAM
- IF PER CODE
A
IF NECESSARY.
USE SHIMS WHEN
. INST.ouJNG ro _ a
KEEP PLUM~ &: ^LBIE1.. "-
TRACK
4'
.4
. SEALANT BEAD
--^y'
~ '~WR [Il'''''''CA'
i ARCHITECT\,fLU
~v...~u ACT\. Il.CS
"SSOCi.... I 'O!'>l
. \fr.,~ilJ:.l(
Tampa, FL-(800) 282-6627.'Nw'N.NuAircom
IISST ALLA nON DETAILS FOR I\ON-IMPACT, SLIDING GLASS
DOORS [~I WINIJlO:\ES OF ISO\1PH OR LESS (per FBC 2001)
Buckstrips must be set in a bead of sealant. The exterior joint
betw'een the buckstrip and masonry must also be sealed.
Buckstrips shall run the entire length of the rough opening,
except door sill. All gaps must be sealed, Buckstrips should be
pressure treated yellow pine, spruce or comparable lumber, In
accordance with the Florida Building Code, a taper, or bevel
on the buck is acceptable if the door franle is fully supported
by the buckstrip at bOlh the interior and exterior,
I
~. J. ~t' ~~ :r
tUt ~ l'
6'r.~11 ~I
Ifusingi" thick wood buekstrips:
Installation fasteners should be a minimum ft" X 2i" masonry
screws, installed through the door frame and buckstrip, into the
masonry. Door may be shimmed as necessary, provided a
minimum screw embedment of Ii" is maintained in the
masonry, Fasteners should be located a mallimum of 4" from
each comer and maximum of 18" O.c. The width of the
buckstrips should be no less lhan the frame frame of the door.
THERMA-TRU INSTALLATION
KEY DIFFERENCES CHECK LIST
Rouqh openings o.re 1/4' sMo.ller on eo.ch side o.nd 1/4' sMo.ller on the
heo.aer tho.n sto.ndo.rd TherMo.- Tru rough opening diMensions,
Use only 0. Mo.xiMUM of 1/4' thick shiMS,
Predrill the jo.Mbs o.nd h€o.ders using 1/8' drill bit, Predrilling
increo.ses structuro.l perfOrMo.nce,
Use only 2-1/2' wood screws (#8 o.nd #10) when securing the pre
hung fro.Me to the rough opening buck Drywo.ll screws) deck screws)
o.nd no.ils o.re insufficient o.nchors) o.nd should not be substituted for
wood screws,
Be certo.in of the nUMber o.nd plo.ceMent of o.ll screws securing the fro.Me
to the rouQh opening buck. Consult the o.rchitect or engineer of record
concerning fo.stening the buck to the rest of the building structure,
CONTRACTOR TO PROVIDE A 1 x P,T. BUCK STRIP CONT, AT
OPENING SIDES AND HEADER,
** 1 x BUCK STRIPS wILL BE ACCEPTABLE PROVIDED THE
3/16' DIA FLATHEAD TAP CONS ARE PROVIDED SPACED AS
SHOWN, THE T APCONS ARE TO BE CONTINUOUS THRU THE
DOOR FRAME/, 1 x P,T, BUCK STRIP AND HAVE A MINIMUM
OF 1 1/4' EMBEDMENT INTO THE MASONRY JAMBS,
ri ~ 3ft rt'I
1_ -I6' 6L. ~ I I I I
,k ,h'
l'
~ + I t-~
3fr fE' ~
6L. III II
p:
I -16'
I I
I I I --L6'
- -'
~..... -
SPAC~
EVENL Y
"..... -
--'
1- J 6' 6'L1I I I I 1- 16' 6LII I I I II I II J6'
~} lir~ttr$ ~lr[~~gm ~
SINGLE DOOR W SIDELITE
SINGLE DOOR W / SIDELITES
_-3-'l
"I
I
..1'
1
I
f..,' 6'
~
3# -t ,
-~tl f-
I':' i11~'
(
3' 3'
I
I I
fr
I .1.6'
__Cr
6'L I
~
(
- ,......,
SPACE
EVENL Y
- f--'..
- --'
SPACE
EVENL Y
- --'..
6r~.11 II ,
3'U ~~ i
DOUBLE DOOR w / SIDELITES
~U(@6'
I Il, ~,-]6'
I 1'~r~ I kl
<>
'"
If using It" thick or greater wood buckstrips (not shown):
Door installation fasteners should be a minimwn #10 X Ii"
wood screws, installed through the window into the bucks trip,
Door may be shimmed as necessary, provided a minimum
screw embedment of It" is maintained in the buckstrip, Door
fasteners should be located a maximum of 4" from each comer
and maximum of 18" O.c. The width of the buckstrips should
be no less than the frame frame of the door. Buckslrips should
be installed using minimum ft" X 2i" masonry screws, to
maintain li" embedment, and be 18" O.c.
../'.1
t /I~flNISHED
SIll.
.
r.~ (.~~~~~~~~ ~Y/~ -~
. . <1 PRE~CAST.1.? .. .fu., pouRtb <'
.. a^ CONCREfE SIll. l . a^ CONCRm SIll. l
v ,
The door depicted in this drawing is intended for use on typical construction, It is the
responsibility of others to determine if it is applicable. Additional flashing, vapor barriers, etc,
may be specified by the project architect. Wind and design pressures vary within each state and
county. All products manufactured by :-luAir Inc, meet a minimum of 110 mph (R30 DP) wind
load requirements (per AAMA 101); please check local building codes for exact requirements,
SERIES 200 I
& 500 SGD
HEADER
^
~~a
. . INTERIOR
~ .7~<R I ..o~.. _~..
~~ ~,~
<~
~ :: J:~-
~. INSTAUA~, SEAl
HORIZONTAL JOINT~
EXTERIOR BETWEEN TRACK
AND JAMB
I "'If
T C <
Flll. INTERIOR VOID W~ t.,.' ~ IFlEC~. <
MINIMAL EXPANDING FOAM , 4 USE SHIMS WHEN
- IF PER CODE . INSTAWNG TO _.Ll
KEEP PLUMB &: lEVEL
'v TRACK' ^-v- -
INTERIOR
SHIM
AS
NEEDED
---1
. i: Ii
~I;"
" '
- :-^_:
t- \1---- :
" ,
: I~
MINIMUM
12"
RECO\'c-
MENDED
PLYWOOD SERIES
HEADER ".--SHEATHINC 0112/3 HR
WEATHER - WINDOW
R~~- ~U '/ I ~FASTENER
~~-~ ~.I.~ - :::~~rf!!/i~ ~E
~ .".... ..."... .. HEADER
RIGID FtASHING ~ - · ~ DRYWALL
(OPT,. BY Oi1-iERS) "'--
0:
II
. SEALANT BEAD
IJ\STALLATlON DETAILS FOR i'OON-IYlPACT, SLIDING GLASS
DOORS l~ WINDZO:'\ES OF 150\1PH OR LESS (per me 2001)
I
Sliding Glass Door Installation:
Installation fasteners for janlbs and
header should be a minimum #10 x 11:" screw,
Installation fasteners for the track should be a
minimwn 11:" masonry screw, All fasteners should
ha ve an embedment of at least J i", Fasteners
should be located at a maximum of 4" from each
comer and 18" D.C. for screws.
It is recommended that all screws be
sealed to prevent inli1tration of air and water,
Product may be shimmed up to t" if necessary,
Weatherproofing:
Flexible tlashing should be installed in a
weatherboard fashion, The top layer should overlay
any layer beneath it. The weather resistant barrier
should then eover the tlexible tlashing at the
header.
The application of the weather resistant
banier will vary base<i on when it is installed, Ifit
is installed after the door, it should be tucked under
the sill flashing and overlap the janlbs and head
!lashing.
~ '~WR [Il'."LRJCA'
i ARCHI'!OCn. RAl
\otANU.J.crllUS
ASSOCL" Tl0~
. \U;,I&13EH
Tampa, FL .(800) 282-6627.www.NuAIr.com
The door depicted in this drawing is intended for use on typical construction. It is the
responsibility of others to determine if it is applicable, Additional flashing, vapor barriers, etc.
may be specified by the project architect. Wind and design pressures vary within each state and
county, All products manufactured by NuAir Inc, meet a minimum of 110 mph (R30 DP) wind
load requirements (per AA\1A 10 l); please check local building codes for exact requirements.
~i.
6r- -I
16.'i
DOUBLE DOOR
ill CREATED 01-02-02
3
120
SEe,
MPH
GUST
r
D E DAN5CO
ENGINEERING, FA"
p.o. BOX 3~ - APOLl.O 6E~ - Fl.ORIDA - 33&12
~ - (&13) 640 0166 PAX - (&13) 640 ~~
EB 4010 1(\ TIiESE DRAWlNGS AND DESIGNS ARE TIiE JOINT PROPERTY Of DANSCO ENGINEERING, PA AND TIiE
~CUENT ON ms PROJ:CT. ANY REPROOUC1lON OR UNAUTIiORIZED USE IS PROHIBIITD - 2003
"
LENNAR ~OMEe
5CALE NOteD
DATE 01/02
DRAtLN 6,V.
TAMPA DIVl810N
DOOR. WINDOW IN5TALLATION5
\..
DE JOB NO. Ft1 - 5021
../
8DW2 -N
>
~
~
I"-
o
;0
o
~
""
~
o
(;>;
o
l
~
Cl
~
~
~
~
<I),
~
=i!
I
8
N
~
~
~
g
..~
!9
:r.
~VI<I Il\.l:. fVrLlt.lJ ~~IH~AL-
-.
2 J/~- h(),X. l'i'P,
AT HEAD/Sit!. CORN~RS
\6 \1/16. MAX, lYp,
AT HEAD/SilL -1 4" M...x,
sn: COLUMN 'A' FeR ' ~HeAO/SILI.
, NO. or ANCl10RS.~ A
AT H~AI) OR SILL
I
~
!C
, ~
~~
~
~!r
.. ~
; ~
~
I u'C'
~:\, \V""
.. 0 ~
N -1
<r () ,
I
I
I;
Hi@-'
II 10
II II
_ ___,..L____ll.___
......--i'f'---...Il----
"/, "
- .//,
::::: ?f} ::==
~
OSB-ANH,
.:::== C~3 .__
II I'
n I
!i II
I II ill
I- II II
___l:____JL __~
---TI----'I'" ---~
ll,;;;. "/[' -
~___~l~~JI.~
---11-';1/1:----
CSB-Al-lH.
:: tit.ASS I ::::::
~jll ~I
II II
II II
6d
_0.
~o
I"l ~
~ 0
]1;3
, ~
~O
,~ ~
JJ 5~1!-- ~ I
D,l. OPO,
Je '/4-
vEtlT WIOTH-
nO
WINDOW WlOTH
I
I
33 1/4"
D,t,. OPG,
~g
i!
. ~
..,
'<
'NPICAL EI F.,yAT10N
TESTED UN1T
, '.
fl,
1;~
"*
,j/
,;;,
r.{;
I
j>.
1f}
<'
Ii,
'f~
~
xo
~
IBY O~ aB'f
. r .:' ':> ....".\ I : : ~~~~ ,~,UC~'"
",'. 'd, " . ' . .:a;S
.,,'. '. ., " '., '. ~
},.' .....,' ..,.,.\. ___ ~J .>-"~rll' ..,.
" ."..., L. ~ ,.1;\...~J.... .
. '..'I I~' "'\'f .-1
r-" Of .,..... ...~ r;<.'f~.J'.I..,.:1 ---
rjf ~g),[)Y- - -
~ !II
(iJ ~~ f-@
@-- @
(0'
I- 0::
~ 8
3: ~
0' r:J
if ~
II
A'
r
I@
W2
L..__
-,. I~'.
0' . I
I' ", ' I,
T!"'" '~CHJ
-t,1J7!S----
rr @.- " I
e,le~ L ~ 1.126
L!::J ~yp, _J
. -l--~ ,,,.J
J.1M
fAAMl! HEAD
[1.:343- .
'I r~ " ,~"
'II, ~;'n-;J
, LtG7S---'
FRAMe; SlLL
r-bl
, ~~~
IO;S:S~ ~,993
L-_. .
_.050
SIl.L TRACK
"."- ---- ---..---..-..
~
i~
~ ~
~ ~
.
. ~
/
/~ a
~.. tel~
"4
I
.
~a:
~t'i
-~ ~
91 a;
- ~~:.----- --r ~
~~
.. . . ,,)Z!_...5 ~~
TY?IC/II. ANCHORS
. " , .
,_lI:, , ~." r
1M ,'.' I .
I
i
r 1..2~ I
i l
...
!l
I I
I
aooa I
e-11
?f~
~
1.937
,~
TYP,
o ~---:-r
.696
I
L-
I. L
~ ,7H
f'R,AI~E JAMB
-- ,ala -
I ;
L-y-r
')fL- 1.600
..:-1
~L
TYP,
jfo
vwr TO?/SOTiOM RAJI.
J~
~
, ll-@
f---"
XO OR OX SIZES
WJNDOW DlMS A Dsn - ANN GLASS
nxr, (+) INT. (.)
4 60:0--- 67.0
4 50.a 61,0
6 50.0 67.0
6 50.0 67,0
6 50,0 54.2
4 50,0 61.0
4 50.0 64,9
a 50.0 54,3
6 49.6 48.S
6 42.9 42.9
4 50.0 61.0
4 -51>,0 50,7
6 36.5 , 36.6
6 35.1 36.1
4 50.0 , 61.0
6 50,0 61.0
13 60,0 5D.1
4 50,0 5B.a
6 50.0 50.1
a 39.6 --; 39.6
4 45,0 46.0
6 36.1 36.1
A;: NO. OF ANCHORS PER HEAO & SILl. .
SSRIES-8500 Al.UM. HORIZ. S..LfOING WINDOW
POMPARATIVa A~ALYSIS CHART
BASED ON FTL -1130 OF 01.21.95
TEST SIZI!:. 72." X 413" (OX)
DESIGN LOAOS :: +50,0, -43,3 PSF
WATER INFll. iRATION 'tESi <: 1,5 PSF
!E5Tt:D GLASB:: Dsa ANNeALED
WIDTH HEIGHT
24"
36"
48"
601.
72"
241'
24"
36"
4811
eo"
72.11
36"
2411
361.
4B"
60"
4B'.
37"
53.1/8/1
,74"
37"
53.1/8"
74~'
37"
53.1/8"
2G"
36.3/8"
60.5/8"
m:u
1
2
3
..
5
G
7
B
9
10
II
12
13
, 14
I'
'Iti
17
10.
PJ
20
21
22
PARr I
L~7:53
1.-161
L-760
1..-7:54
L-772
~.7S1
1.-736
L-767
FS~OOS
QVANtlTY
I
1
a
1
1
2/ VEH T
1
AS REO!)'
A$ RtOD.
a
A$' R tQ!l.
A$ RCQD,
AS RtOP.
AS ReOD,
t...770
1>'.'$-1)03 ,
I'YS.OO:l
PVt~004
1.-72a
1,;-763
t.-164 .
L-i'tia
1..741
1."7~
5/ VENT
a ,
a.
I
'21 VE:HT
. i!
@'
VCNT 'JIJlTH
19'( DR aB~r
'JOOD BUCKS
~22
J
D,L. OPG.
r--- :--'
I y-
i- '~\
l~...;
, .
NOTE~ -- .-
I. TH13 PROOUC1' IS OESIGNEO AS PER 'Tl1; SOIlTH flORiDA aUllCitla coo~
19H EOmo~ rOR 1oIL-l.I.(I-0AD! COUNtY OR ZOOl nORIOA DiJILOIOO CODE, ,
I-LSO fOR WiNO .LO~S ^'" PtR.ASei 1 USINO COM&SPOt/i)IHO LO~~,
eo WOOD BUCKS fJ'( O~E.qg, Mt./St' at: ,t,NtHO~tO PROPERlY TO TlWmtR
LOADS TO 111! STRUCTUR~. . '
3. ANCHORS SHALL. Bit AS U5TEO. SPACEO AS SHOWN ON O~A1LS.
ANCHOR E~BEOldtNT TO BASe MATf:RIAI. SHAI.t. ae 9EYONC WAll.
ORESSINO OR STUCCO.
IlSSC:llIPl!O~ W,Uf1L'.r. l.Wlr./suPl'liElt/REMAmiS
f'RAH~ HtAD &06:1.T5 ...
r~AHt SIll. 6063-T5. M
FRAH~ JAMB 6063-T6 ..
FIXED RAn. 6063-T6 ..
vwr ~!:tnNG RlllL 6063'T6'"
lOP AHD !OtTOa RAIl. 60n-T!"
JAHlJ STILE 60~3"T6 ..
GlAZING BtAll Al.iIl'llWH RO!.1. rO.q~ED
fRAHUI/tNT ASSEHllL'l' sCRtVs .. . a x 3/4' P.H. PIilI.I.\PS
fiX. RAIl. SIl.\. SCRt.o,;~ - . e 1< a' p,H, PH1LUP~
VERT JMill RAlI. 'J'llRll'P1NG Vlffi'\. 1/-4. llfA, I1\JLD
TIN SEAl. ....CATHtRST~II'/'lNQ - .t91. lC .2W 0920-&001..9)
fm stAL VCATHtlUlR1PPIHG - .t97' lC ,350' (7e3~~600107)
FIN stAL "'L^THERSTtuf'PI~ ~ .un- lC .31Q' (19~~6~GI~,,))
- ..
VOlT iAct GUIDe:
VEtil ROl.I.E1t tiOl/SING
VOlT ROlLER/VHtEI.
Sill.. TI~^Cl< INS!:AT
Vr:tiT LATCH
voo t.ATCH SPRING
PLASTIC
PLASTIC
ERAS!
m3-i6
6063~T6
..
AT a-I/2.' FROH EliDS C. H1DSPA!;
AY EACH tNl3
@
';:J
AT S' FROM (/lDt
- '
CD
... T'l'PICt\!. tlNCfjORS
lIpPROYEP CONFiG1,!RAT10NS
GLASS WIDTHS TO aE: eaUAL ON MOVING ~tjD FlXEO UTES
. .. WOOD "BUCKS ~i BY LAWSON INOUSTRIES, MUST SUSTAJN
,_ -TYPlCI\L ANCHORS LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFEA.
THEM TO THe 8UILOlNG STRUCTURE.
TYPIC~' ANCHORS: SEE-. EleY./CHARr' FOR SPACING
3116" TA?CONS
!NTO 2BY WOOD 8UCJ{S OR WOOD SiRUCTURE
I n MI~. PENETRATlON INTO .WOOD
THRU 16'1' WOOD BUCKS INTO J.!ASONRY OR DIRECTlY INTO MASO~R'(
1-1/4-" MIN. EMBE'O ItfTO MASONRY . .
~B^LANTSl ,.
EACH VENT CORNER SEAl~O WITH WHITE COLORED Se:A\Jo.NT.
~ 'WeEPHOLES..:
WI .. (1-l/a" )( 1/4" DRAIN HOI.E) AT 1-3/4- FROM EACHI'!~,g
W2 "" <1" X 3/1 a~ WEEP HOLE) AT 2" FROM EACH END OF' vt,nl
~~
11-4. SHIH
HAl(,
'C'''f...',II.
t'~~,r.
I' ,t~
';~~I' .
.
.
... .
~ .
...
..
'4 '
.~, .
L:.-' I' .
1/ \~:,~.
~D
~"'" @-~
~_C]2~_.._- __..____..5-\d? ~17
13
.~
~.
4/h-
~/~
:/~v' .
1/ ,,'
) ;
mAlA!; lOP CORNER
4
EXTERIOR
\/lNDCII IJIDTH
~o ~your
I)X OPPOSI~
v
-
ROLL fORM EO AlUlA'
G,l.AZINO BEAD
~OS8 ANN, GlASS
AOHESIIJ~ .
. ~EOOlHa COMP1:lUNO
)... '\ J\
/ /
~/:~ ~
\l_\\~ .
-
9LA"lING ..:o~TA1L
~Iw
t-t;
f~
~~
FIXED MrG, RAil CORt;l~a
----
rI.6:lS-,
-1 .1S1 r I; \
r--~I ,
I -r.
,92J. .7IB
L_ _.-J
- ,OG~JL J
-CUJ'W
FIXED MTG, RAJL
rM3~1
.7~O -i? .5--:;;1
,II --wt. I
f--= ~ 1.610
.6 S 6 c:.....::s I
L-- 0:::----1
1"',000 J
MEETING RAIL
-
..- --
t
" r;::~']
.9r;-1~ I ~I ~6
L!" J
~i,oo~
JAMB STlU:
~
-(jf
.... ".f ...
. t,.,. at',
1. ,,:. , ,. I tI t'
. ,,~,: '.4 . .
oj ...... ...
.)~~'J t~ ,. ':-:.
, """'1 '[ .,':. It,'~ .
..I.I.....'~,.,..
..., ~
D.L.OP(J.
.'
J
~
+-1
I
~II
I A
~ '
~
/.'
"ENi' ~OP/aOTTOM CORNEM
,~~, .
r~ J' .
~ /' ~
~~~ .
~~v/,
l/~ _', '
.!
FR~I,IE BOTTOM CQRNEB
-
,
..-..-..".
ii-$
1110 S,H.S .
m" MIN, WOOD EHBED
... ta 5 112" FROM CORNE~S
&. t5l MIOPqlNf
2 lC (P.r.1 WOOD Quet<
. NOT 8'( LAwSQtf INO.
MUS r sun AIN IMPOSEO
1.0AOS -:'"'
1/1." ~l-
SHIH HAX...
3/16" ANNEALED GLASS
FIN FRAME
2x WOOD BUCK
HEAW DUlY RAIL
TEST UNIT
PERFORMANCe SUMMARY
~
:-.-,. SHI~-""
r149" ~, .., ...............
1 ~ ,6a~7" L 2 IC 11'.1.1
(~l1 /\ i' 'cD '. WOOD '''H
: I ~ - CUM AOl1~Sl\JE
:!/W'--ANN. 1'1 BEOOING COHPOUIIO
CjI.M~ I "
'I
J'S~ GtA1INO , 'i
u!:P,H GIU! I @
, t / Ii
. t.~Q;~.,
~ k,g "
~ 'tfi' I ' l\'i
i \!V i @ :'
~ 1 A I
r 20 I,
. CllIAR AOKtSIVt
aeOOINQ ~oHPnUND
.....J/I'.'.ANN.
.,... ,~
~ II!! .: _ ':..""=
JY ~\_ @
1.11""
2
'f- tt 10 $,H.5.
'W' MIN. WOOD EMsaD
SEE SC,HEOUU BEl.OW
FOR ANCHOR 5 I'ACI1ICl
ITYP,'
~
II
.I. /
ITS '\ J
)\
\ ~~
REFERENl:t:1 FTL~1B9' 12-11..97
TE~" SIZ(t., 51...111)" X 75-112"
TEST LOADS, ~91,.S, -94,S PSP
OESIGN LOAOS, .61.0, .63,0 PSI'
WATER INFILTRATiON TESTI 9.5 PSP
TESTED aLASSl 3/WMANN~~Lm
MAX, JAMB S~EW SPACING. 15-3/4" It. 'e~3/4'~
@
I tlR,-
2,;$0"
1/
. - AU
@f' I
.3'TS" QLA'tlNO @
DEPTH IBIH'
WINOOW WIOTH
NON:!MPAGT RES1STANr '
-,
PLAN vre.w.
WINOOI"
wrOTH.
N.T,t,
20~9IW' (TY!),'
fj\\ I ~..\l2" H,4,)(.-'-
\CJ IT"".I" I
u~.
Ll
H!AVV OU1'V
HE!YINO RAIL
',,,.',\
.~
3/1S".ANNeAlEO G!-ASS.HO RAIl.
WiNDOW oOMPARAnV8 .
ANALVSIS OHAR"
IW:OOW DeSIGN LOAD
DIMEU?lOI'(9 'OAPACITY - P$F
~~~m ~~~nr PQSlml m(l"TIVE
".11' 63.1 SIo,a
I~,jtt"..", .. ",..".,. ." 4'
2&.1/2 U 63.3 nf.c.
3; " 12) . ;'is .fHi'ii:~M u
's:;~';i," . 6U in,)
It.lIl 6'" 'I....
2S.lii' n.m ., '6",J m:c: .
"Hj'f'l' 1~ ""'6li:i" is':, . .
. sl:',i." j a..' q'tD'i,'"
\f.lI' " 83.3 :l1M
i,:."r ea-S/I '" ii:i~' "'2'ei:.
"HI;i", tst '. ,Ii:' " .. .. 1'''0' I-
I It'. ...."...004.'..... . U ....10'.
51.'" 6).) IU
lV.\lS 6JoJ 26',4
i,:v; I' " ,i:,...." . 'II"','
"31 . \61 . "),1 .. ',j,':i
. HUt' ....'.HMI . . . ...
n.lI. 6J,) , ,u
1'.1/. 63,) 24M
"i,:i,'i n "".'"j iu..2
. .. I"~ u... HI" "..... .hl.
,..~,!... U,). 110.1 , ,.
U.1J8 U I at
,!?:.'~~ 6).1 m,'
2bl/Z 14.1/4 . 6;" . ,- '""if i.:;' .
i, ill II f~iH'" tl.S
',i:". 6U. 61.;'
III'. [H PJ.RtNTHUIS 1N1ltt:AttS NO. Oil
"HeMon p~ JMIII
-
;J-:Ur,"
_ ITYP.)
1 !:
l2I:t
"'oJ
.;~
~~
<0
'r~U
::I'"
-r ~
-,.- o.
,e1'S~ ~ ~
01
aa
~M
~/j
~~
0:-1: ~:/2"
(TVI' I.
. .. 6~1I2" HA)(,
(TVP,I ~
,j
..
,~r I
i
II
IB
, llll\
';!!!:J
II
" '
~f~/
@
. III
11a
I.
~
i@,
~
/
///'
////
~./ "
5
28
2.299
\v nr.
HEI<lIH
3 -r;"4" HAl(,
SHIH
---
I~~~~
.~~
r I" 1~ S,H.S. .
1Y,," MIN. wooe tHBEO
@ !i.1I2~ FROM COR-NESlS
, "@l MIOPOINT
,
I~.~~
~~
,1&1"
ell
r
J
,--4
It
c
lZlClf>,T.I'
WOOD Buet<
It '0 uu,
I~H HIN, \>lOOQ 'Mue
@l5-1/1H FROM CORNEf\S
&. @ HiOPOIHr -
HEADER & SI1.L SEOTION .
-.... ----""J4._
'll""'''
LlC(~,T,1
WOOO SUCK
---
AL T, SILL fiEOTI0f\.!
ELEVATION
FIN FRAMe
SINGle HUNG WINDOW
NOTESI
1 THIS,WINDOW SVSTEH IS OilllClNED ANO TUHO TO COI1PLV WI'fH THE
RtQlJIREMENTS OF THfi '9~4 !lADE COUNTY !tQ\flON 011 Tilt SOUTH
FLORIDA 6UI~OIN(] COO! 19..P.e,c.l CHAPTt:1l t,.. CHAPTER 2), CHAPlIiA U,
UNOEIt THlt SPI!CIPIe CONOITIONS SHOWN ON THIS ORAWlNG.
1. 2lC WOOD DUCJ<S SHALL er IN9rAL'~O [Io/OT'SY LAWSON INb,) AND ANCHOR!O
SO lHAT TH! QUII.OINQ RESISTS THI SIJ?ERIM;'>>OSlO LOADS ItI ACCORDANCe:
WITH REQUIREMENTS o~ 1~9t. S,P,6,C, .
:. ANCHO~ O~SCRIO(O IN THIS LAYOU't ARE AS PER Tut IJHlT. OTHER
, CONl)IT1D~S TO se: f:NOtNU~t:O sePARATEL'l',
I. ANCHOR CONOITIONS NoT oEstRitUa II~ THIS OAAWINO "R! 10 BE I!NOINUREO
DNA smr SPltClf~C BASIS,
_.
. .
---. . "-'-'~
, .
, lC IP.'1',) WOOl) BUCK APPRovroA$C:OMPL't'jNQ~rH~' WiNDOW
NO'\' 6'1' LAWSON INt> SOllT!t!:lonIOA BUilDING COOl! WIOTH
Hun SUSTAIH rHPQSf;COATelfOv~r1fhtt -1.'~. 't^O\ ,r{i~r."
LOA!>S ." J..y I' -----.- 'I
' , :~"~ - A t~'y~1x:
1/1." SHIM f- · eUtDlllaCOOECOMfUAN~E 01flCii I T i --
H^~.... ACceprAIIOeN~o_t~ 116'.1 ~'':' oJ ~- .
.. .. i H t
_~_"_ ~.., ~ /.3/1~~ 0 TAPCO~
~ .. ISEIf SCHEDULe:'
. BELOW FQR NUMBER
1\ o~ AtlCHDRlll
,1I :n I
~@~
3.l/4"
(TYP.I
i
, i
"It " S,H.S.
H~" MiN. WOOD (MBtD ,
AS SHOWN ON ELeVATION
4,_ '!.M _ ~', . tSUe1~HgW~~c~~~~)' POR -1IaN ANN
-,"I . M;loJO. , II ,~ S,H.S, NVM GLASS '
DU! DrSTI \YaM I1IN, WOOo tHatD CI.!AR ADHUIVe:
~'fP, 0 I f ~.. J~~~I~~RNEFlS \ \ i EODlNG COMP07
~. <q' \{ rW~,V'
r ~IC III T,! 1 125M
. ' wooo aU(l< _ '
, ~, (/~;ft';tX'1 Al/ \ - r1' I~_ _H";
,1~'" , \ ~ V-.:
^ . .&a ~ 1.lI15 11\
@@ ::~ -m~ 'DH"'" 'j ~J' r~
3m"-ANN, BEOOING COH?ClUNaZlC IP TJ 1.66&"
CII."$! waoo BUCK
~.1~:~~!,!~a "
Ot"'tfllllltl I' @
~ /' ' 'i
I..ft ~::.
@ l'~\::
i A II
ELEVATION
FLANGE fRAMe
SINGLE HUNG WINDOW
~
4
...
~t
!5t
en,..
I
at::.
~o
.0)~l:1
o ~~
.JO
~I-
1-, g
t -::J:s-. ~,
<I, !i ~
c)M
~:
~...
)o~
...111
~~
/ '
////
///
~ / .,
-...I
'r
j" ..i"
\ ~I'../.
I!HOED.
A ..
4
, 11.0
I~ -
y
)\11 IU
,~ i
.31S" Gt.Al1NlS I[i\
OEPtH (BITel ~
WINDOW WIQTH
. 0 .
" '
~f?/
PLAN view
ui
~.U~
l()
~
HeAVY DUlY
MElmNQ RAIl.
3/16" ANN~ALeD GLASS
FLANGE FRAME
1x OR 2)( WOOD BUCK
HEAW DUTY RAIl.
TESr UNrr
PERFORMANCE; SUMMABV
.. REFERENce. PTL41B90 12-8-91
· 1--' Ie IP,T.I TEST Slzt, 53-VEl" x 7'--114"
· , /, WOOD BUCK TEST l.OAOS. .9~,5. ..94.5 PSF
~ ~, ..-'" 1fto.. MAX DESIGN LOAOSl .63.0, -&3.0 PSfl
~ C SHIH' W^T~A INPtl.fRA'flON TESTI 9,5 PSI' ,
~ ~ nSlEO at.MS'1 iU16"-ANN!ALf!O
HA:<. JAMa SCAEW SPACINCU 15-3/4" &. 17-3/4"
NON-IMpAot RESISTANt
M (MNNEALEO G~g.Hll ANt.
WINDOW COMPAAAl1Ve:
. ANALVSIS CHART
DESIGN LOAD OAf'ACnv" PSI'
wooo SCA~ (2ll WOOD I:i~ TAPCONS (lie WOOO euc~ TAPCON:l (1l( WOOD SUCI<)
~m..J: fllml.... I,tOATIVC! ~lti.J: POSITIV! IlEIl"lIvr ~~:~Ji PDSITlvt N(~A"'V(
II).' no,' ",S lH.t. n.1 ZLa,4
6'),1 i",) . "1'''-' . ";'o,:i ,',.j , 1'IU
tll ,,,,...111'" ,.. In ",. .. f)' . &.. . ... 1st ..... "t,..UIlI ,. Uh"''''' ,
6).) . IIL,1 6U 'L,6 'U, IH.t.
oi,i . 19.4 ." 56:'.... ..~ ;2.'0' .,.J eu
6),) HU 6U 161,0 6U nu
. ... ............. .. f l'." .. .,.... It U,iU""
n.JII ISI ,,~!?~ '. 1l!;~. ,151 6!,! .. . ,!'.':! 111 ".J,~t. ,,~..,
6),3 12... . 6),3 ilL,) 6U 11M
. . II........ In It ...,. ... .. . .. ..
n,) llM 'U 51.1 6),) au
H.J II.., 6),) 117.6 6).). nu
,i:''* 1W H' \i';:;to~ 6",3 at.2 4L11.u .. &,;-.. "
i.t'j" . ",6" 1" .. "6'j:;o"" ,., "&;'" (11 .ij . eie.
.n'''''' II . "I' I. .. . II '1' ..,.,.. ....".t,
AU 61.0 . - &J,] noJ
",J a04,' .", tH,1 6U nu
. "';:I'HI' . \".t II 'ii:)..... "H9'i.'I~" . '''63:3' ... U'tO
(6' . i.,:i ,.. 'u \0';),1.' (&1 6;:J' 5'.:1 tel w'5'i,". at 'ii:i. t
62.1 ,/ , 13.1 ....I'i:.. . ....'~i.i ".. 6J,J ".&.
au nu 6U. IH.O U1 "1l.Ir
111 n,) IS''&' ,.. 6'i',j'" . ';00:; 61.3 129.0
. .1 I"'. . "11'1'''''' . tlJ tt) I' ,Ht.1 .
au 101.1 aU 11.9 6U n.
6;" eM . ',;,:," . su 6U H,C.
eU IIU 6U \lU au In'!
6:U UU 1" "'3," .. a,:, .. ,u 10M
"'1' ~. (9)' .,
':13 eu n.J ".,0 6U 111.'
.',6' , St.. . . i,.s' i....i.
III
,@( 'if
:---
..8
, e
· di ·
. .
. ~.
I _3'/1(0"0 TAPCON
'/ (,il4" fROM CORNERS
4 '. II'
4
, .J
U -~4"
ITYP.)
~N HAl<.
(TYP.I
.
.. 4
r -" ",
I ($) I, :::d
'kiD 7' · ~
;~'\ ~
l ~
@ r.?J
n I I
-r:-
,6~1
. ~ 0
,7 t!9 "
1-- ~ 60t"4
V'~Ir... '.Y
@@j.: t
" ,r-mAllI\OtlESIVE
atoolNG COHPOUfiO
8
2.299"
'- SILL
C3J HEIOHT
.
WUIOOW
OiMENslor;S
~~W ~~enr
\f.lIa
2i:';iil
: )',:: 26
:1)-\10
"-111
2s:;/i'
')1
tUH' ...
n.lla
1'.1t1
2 a~,i.i'.
.... "T' n.II' tU
. &1:';,.
19.1"
.",IU
24.112
IUi', i' sa.
. 51-1'8
1f.II"
~. ,.
Z~:,!!2, 6)
)1
" ,
no'"~
. ".1/.
, u.~,i
. n 14-114, IT'I
'''-1.''
, .
y ~'
20 I
@ I' . =rr_
~"M
18
~
a
~. .4 IJ:' ~l:3'/4": 4 ,'.
. , I!'I1BEO.
4" · ~ ·
"
1~710~ Hilt
. EO?~~'!:JT'
3/16"<l1'APCON$
@I ~.. PRON CQRNE~S .
@
@
\..
'm r-1'4" HAl<,
_,...r. SHIH
:Jl'I8 t t.'
~>('----
U 10 SoH.Ii.
lVI"kIN. WOOD EI1IUO ......
@l6" fROti CORNER!!
, "
2 J( (P.i.!._ ,/
wooo euct{-J
,tiEADEf\ & SILL SEOTION
fna-
~DTeSj
I. THIS WINOOW SYSTeM IS OESIONfD AND TUTeO TO CQHj)LV WiTH TH!
MQU1'HI1~TS OF 'rH! 1994 IMOE COUNTY ,EDITION Oil THE: SOUTH,
PLORlQA eUILO/NO CODE! IS,F,I),C.I CHAP't'ER 4. CHA~UR ~J. CHA?TEJ\ 35,
UHOtR THf l'iPtC1JlIC CONOllIONS 'SHOWN ON THIS ORAWlIlO.
2, 11l Oil 2 IC WOO() BUCKS SHAll. all: IN:n Auto (NOT av "AWSON INO,) AND
ANCHORED SO THAT THE BUilDING RESISTS THE SVPE~MPOSEO LOAOS IN
ACCOROANCIE WITH REQUIREMeNTS Oil \994 S.P,9,1;.
3, ANCHOR OESCAlsto IN YHIS lAYOUT ARI! AS PfiR YEn lSNIT,OTHtR
CONOlTlOUS TO BE ENOINfElUO SEPMA'U!..,.
4, ANCHQR CONDITJONS NOT OcSt~leeo IN THIS ORAWlNa ARt: TO Of: ENGINEERED
,ot-f A SITI SPECifiC BASIS, .
ALT. HEADER & SIl.L SECTION
..-- --
lIo.m P...~tH11lU:IS II;lll(AllS 110, C,
AHCI10RS Pm u..K\I
~"
703Q ftW. 31th CT.
f1FJ A WS 0 N MIAMI. tLottlOA 3J141
~ ~DtlS'RIES.IHC' (305) 696...8660
UAUUrACTURER5 or WINDOWS .. ooon$
l
- - ..,/
fr
6'r. _ I
6,r -I
~}
THERMA-TRU INSTALLATION
KEY DIFFERENCES CHECK LIST
RouQh op'enlngs ure 114' sf'iuller on euch side und 114' sf'iuller on -the
heuaer 1ha.n stundurd Therf'iu- Tru rough opening diMensions,
Use only u f'iuxlf'iuf"t of 1/4' thick shif'is,
Predrill -the jUf'ibs und heuders using 118' drill bit Predrilling
increuses structuro.l perforf'ia.nce,
Use only 2-112' wood screws (#8 und #10) when securing the pre
hung fruf"te to -the rough opening buck, Drywull screws1 deck screws1
unci nuils ure Insufficient unchorsl o.nci should not be substituted for
wood screws,
Be certuln of the nUf'iber und plucef'ient of ull screws securing the fruf'ie
to the rouQh opening buck. Consult the urchitect or engineer of recorcl
concerning -Fo.stenlng the buck to the rest of the building structure,
CONTRACTOR TO PROVIDE A 1 x P,T. BUCK STRIP CONT, AT
OPENING SIDES AND HEADER,
** 1 x BUCK STRIPS ~ILL BE ACCEPTABLE PROVIDED THE
3/16' DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS
SHO~N, THE T APCONS ARE TO BE CONTINUOUS THRU THE
DOOR FRAME{. 1 x P,T, BUCK STRIP AND HAVE A MINIMUM
OF 1 1/4' EMBEDMENT INTO THE MASONRY JAMBS.
~tb'
rt ~rtITr;~
I W6'6L III II
brr'
rx
~~}-I ~~
I~ 111-16'
f/
I 1-16'
1lItt'~
6LIII II
- I--' -
SPACE
EVENL Y
- i--' -
_ I--' w_ -
SPACE
_ ~~EVENtl_
1- h 6' 6'1 II I II .L h 6' 6,r II I I I
b~ 3'U ~illi . $' l~J ~t~.
II I I I" J6'
ili~liI!~
SINGLE DOOR
SINGLE DOOR 'vi SIDELITE SINGLE DOOR IJ I SIDELITES
:llt P %
6'L III II
(-
-3!1 t.. l'
-. I
I I
.h' 6'
~
3' -f'-:r f- ~
I~ 111.16'
(r...
6.r::- ,,," ~ I I , II" ,. t:r6'
3'lr[~~ ' l1 ~~, }~UI ~
DOUBLE DOOR IJ I SIDELITES
! .
3' J'
1 I
,I I
fr
1_~6'
I '.,
"
~. i1:./ JI:@ I
y IU1'W. D.
Iy....:: '<==" )rv.~ ~ :5
WI....... __ . ' @l, ,~ei
:~~ ~
AfY~
~~
~
V
"
fr
6'L I
G_
'-
- --'.
SPACE
EVENL Y
- i--..
- ~ ~ -
6t '=~f b..-..LI !16'
tni . r-3!l- ~ I '~
DOUBLE DOOR
~ CREATED 11/11/02
120 MPH
3 SEe, GUST
,
D E D'AN5CO
ENGINEERING, PA.
P.o. eox 3~ - APOLLO eEACf.4 - FLORIDA - 3~'2
~ - (813) ~4& 0166 FAX - (81.3) 64& <a6caB
t:e 4510 @THESE OOA'MNGS AND DESIGNS AAE lHE J01NT PRct'ERlY Cf DANSCO ENGINEERiNG, P,A. ANO lHE
- CUENT ON THIS PROJECT. ANY Rf:PROOUCllON 00 UNAUnKlRIZED USE IS PROHIBI'IID, - 2003
""
LeNNA~ ~OMee
8CAL.E NOTED
DATE lt/(D2
DOOR .$ WINDOW IN8TALLATrONe
DRAu.N e'v.
TAMPA Dlv161~
\...
DE Joe NO. Ft1 - ~1
~
6DW2.. L
.SEPlIE3:Z'gq.QftANGli FRAME
a!NG~e !:f,IBiW..@.9,X{TEST
I./I~OClo' l,lNtf p:Mf..O~J:M.NCe: SUMMAA'{
rwWlOl~ CM~OQNm.-l0D~ I
TtU S1%t. U I"" 1I1/~" I~AII~( lIon" I
[ oJ ',tS' lOA05. .U.f..UJ ", II. 011 h WO,CUCl<'
/, '" f-@ OUO(l~ ~o.os . . \lA, .IlA ",
/7'~ r I) "..'tlllllII\.II\AIIO"Ttl1' u's'
,/i'''' 1Isreo O\,AU . )i1....".r~l!1l
) 1'1)\1" t<AlC. 1,U11 HAtI./ SPA(~' ,$,114' ~ 1l.'/~'
Is ! I{I (Rt1,OMII'oIIO"or~u,aOln
[ J ",~ Q.4.S(O QH fTI,.UII2
/.~~/ I'" IItt , U 1i1',lI 114'. n.A~O( II O~tll ,'~,
/', ., lEU LCADS. ,tu..n., ", II. OA I' \/0.01.1.....
~ 'U' O(~'lLQJ.ll".4u,.u,e'H
C TtlltO OlUS ,)",',,""Ol.1Jl
11J.l(, 1..110 ,tfl(\t VACIN~ . (S.,,~. . ,',2/4'
,^tt,Oll"'MI;o-or-lIt.40'" .
J IASell 01H1L>1 e~3
flU 5IZC. ~J 111' .I~' flAAOt II DVm II
ELEVATION ,,&ILO..OSr.IM..1 t'IIU,Oq:.W(l,GUO'.I
" Ont01He,ll",. .4U.. I'''",
I\J\lfctFM~S.l1.\WIOOh ll'HQOlASS'~{AUD.
~U(,IAI10 ItRC\oI Si'ACI~I' I" ~ I)"
1I\t1. OMIW/iS .. or.m.1 OA t}
",>>~H(l ~H fll"G~ll
au s.ze . H' .14 V~" 'lIJlO( t1 cvtq u
TEST LCAOS. .,to. .n.OPH} I. OA I- 1./0,sv<1t I
~t llfro L8t"o,'s... J :"l~ ;~~~ r f f1)
tW(.. IAI1& S(.11"" VAtOl;. \T.,,,. ~ ,'.114'
(l\t!. oM\WlO WI Qr~".401 n
,1'PRODUOT SPECIFIG CONDITIO~~'~
<roc ...... r.. ..
1 OESCRIP1'ION OJ j'RODUCi:
~ , .ll!!!..'....uPlt
~ll nAllcr FI\AHt AL\J>11NV11 SINC1.C HIIlIll I-/IIIOOW
tU f~i ,RAMe ALUII'WH smate 1!\IIIQ 'tiIHOO\ol
II ~ll DUIO"~TI~'"
St~IUI51MHO IHAlf" OR trN II\AHtl
U IlV[n.lI ~111~ !1.M1~(sT ltsHo UHllll
1,) I 'LANOe, SS lie' ..Ill'. r H \I~' N9~ , , 111"dUP
U J 1110; " 1/0' ..Mo." In' Nq~ 01110' ~It~
U. COl<,IO\l!\AI,OII\ IlIX
U "D , lOt 0' VL"t'Il-ARCHT TUltO UtA1S1
tH 'lAllct. }O 3Ie" 1M. . H lf~' t><g~
1.S.2 f\l/o 10 II.. "". . H 1/~' "9"
2 MATWIAL CHAfI~QJSB'STIGS; .
LI IAAlitAl<'O \I(Nr HA TtAU,~,A~V~1Vli H~O'l' .06). TS ~ ,,(ue IQHlr,( Hrl.,I~1\ 'rpIL
t.'~
7 to, OlAII~O HATtnlAl, 3/1.' AHlI(AUO Ol"'5~ IlM. 14.,1"0, IHI. ~ Ilt21
. IlID ,r.,N'it"Lto CLASS I1.Aa...., I,U. IU'. L IQUI
7.:,2 QlA21t10 HtTHOo. CXltMl1\ olAleO \lSlIIlII\ tHAR COlOt,[O ADlit5(~C
'51\1(0/.t. OCOoolO tQl1I'OUIID ID.t.\OOll ...tlt! AlUt1I11UH ADlLCO alA%lH~ OCAO.
t M CAV(,l~'H Ol>tlllN~ Silt. fLA/1~dT TUltO fJlllTSl
II~tO lUll\f, U 71.' ..idt.)) )14~ hi,,, C1LAt<<;( Oil fill IAMHI
DPtlUOlt VWT. LI TI.- ...(, r 22 )I~' ~:Qh IHANce Oil flit IIIAtlCl ,
U rl1A~l tO~~Hl\IC119NJ Al~ ALU~lll\ll1 UCTlOlJS lo.oll' typ, \I.ltl. oult IOIlIT. FRAI1( tORI,tAS
ARC s(CtJ~(O WlIH TWO ,. IlI~. SI1LU HttAl SC',tIolS.
r:.t't.!ll.o~ Tyt:fl }flJl'!t .lHIl'lJ ~pIA,.,.,ront~
UI ~~:~~;,t..o. :~:~ :::~:~: ::~~:: :::: :::::: ::~:~: ~:: ::::: ~::~: :::: :~~~ :~:~~~;:
nAlI~t lAMas '~Utl . ~ou.n un- t,'.III.,' "Ill' r"I, hu. tla- ~"p IOWIS. Ml,.HoH
2.'-' flllll.H'U, ';Q\IO lOl1.H \111- ..1,111'. . ',I'"l<\I, Itll I "aa' dot' IQ....1S. H.15tll
u, .r;:~~SIll,1 :~;g ~~:~~: ::~:~: :::: ::,c::: :.~;;:I~:: ::::: ,I:;:: :::: i~:~ l~t:;::::
u.~ I1!tlluO RAil. SIQ.<HOl.lQ\oI HU.T6 '0'4- ..,.Iur.. litl' "'t. hu I o.HQ' dtl' HlWO, "l.nOll
2j,1, t\ttllllO 1\,,1\ I.OJ IIOllQW 60U.t1 '0'4- "". tlcr. "U9~'l<\I, "U . MDO' dl" IOWa. ll.YSUl
u, 'ifN' rO~UA(jr!lll!b ~ll. Al\lt11!Nl1lttT10IlS 10.011'" IrP. ...11I. ovrr 10llH, lOP ~HO DoTlOM
, I(Wf conNtAS Mt Hru~tJ) WillI t\./O QS. J1~' S\ittr htTAl SCRNC.
r~Htltr6"" r.b"J AI~ i.thu ""~,1;tl",,,1..
2.4.1 :~: ~Z~ ~~O' ~~~~~ :~:~::: ~:::: :~;: :::~ ': ~~:: :~:: ::::: ::~::: :::: :~~~ ~::~:::
~::: ~:~:~~~~:, H~~~~~ :~:~:~: ~~~~: ::~: ~~~~:~ ~~~:II~';. 'r~lr~: :'.;~~ ~::~ ll~~~ :i:;~~~',
l.S \.Jt"''''I~''~
JbU.ill!.n .JlllJ.!.!RJb!x
U,I SlAt:. n.1i 0,1IQ. ...Id, _ ,la' hl<jll W,~~ CillO
1.\.2 Slt-qll fh,. 0,101' wid,. .)SQ' Nth PI~C ....tTH I!iHQAAl P\AST'( /RI
U.) 51hllt ROil 0,\'" ..!~. . .tW Ni~ Pl\t I.Illtlll, HOIlAl PLUT,C FI14
U.l Sl.~r n... 0.;"- wl~, I 1\6" ~:Q~ pIU ....IT.. INHGnAL Plum '"1
B~~~P\.l'ot,.
- ~ Df!.t,.Ij\Ur.~
H.I ' ''''0 spnllJ<l &. PlIllfV DAlANH' 1\4 Co"'4'.
-1.6.1 IWQ SPM'~ LOAD to '~V/1I1t'Uti I'~O" l(l(1<
Oli' CPll'HO LOAOtO .1ll111NlJA liDOI( lOtk
1.6,2 FOVIl PlASIIC VCHl UlTtllion rACI G\Jlot. HLt1 PtuHII
U.4 lWP , SlttlIAKC.OllT O..\AII(C Cll. "1\0' c.",,,
US 11010 . .OAVI<(E Du'Oe 10 C,lt1. 11li1 Pllllin
I u 1...0 I've "1.1' Sl1A"t VtlH uo" . 'Wrl)OAG' ""nI' Co.
l.l \JIll> t'~Il~J
n,...",_ .Q.u~ .u~
~ OIIC AT tACl11110 0' Sl\,\. StIHtIlHT...1l<tl1 AT
IWO t. weep tftlTtI1 f/lT(nnrOlArC SIl.\lc...'lGr ., 111' Col., fnOI1 (A (HO
TWD ,. . 1111" Wtt'1tOlC .
IiQkt vUO AT TEST.. '-IOIIl ~ 'AlSr, OC(QQATIV( M\1IIlI/jS Ant A~lO'oltol
~"ff"a'!." '\<0'" "'I"""" "'HfirJ. O("""'lrq~l. I
1.1.' (X Ull iOlI I1Ukllll, HQUOII Ion. t, 0 & 10' "I~t . , liS' I<'9~' .04" I rll-" .11 IclolO, Il.all1
1 U I~HIl'Cq I1Ul<I"" 'OLIO 10U.Tl 1.11" tlIih I ,0)2' ')'I'. w.l~ towel Nl.an)
U Hlh.Of\CCHtrIT. IKllit
a-.\O 'ADS. , , HONt '., O. [0 ftt rrQ .. '
2.12 \tiv,lm, . rRAHE COAliCAS, ,nAHC Sl\L mH^LLATfilll5tnCWS M.,I)( HI.
, flAil. AT tl'DS WIIl( SCAUO \011111 CQ1,O~(O S[/I~ANf, "llUllVlS S1.lI>C.A SEAL
~,\1 ADOIltO."AL OUtA,PHO~' L~WS!l't.lIt()US TA,U 10(r11l~.(A Ttlll4l...D[1. HI FnA"t I<tAO,
n(l.l'"
I
2
J
,
,
,
T
I
f
1$
1-11
11
,)
1\
'I)
11
IT
"
"
If
1\
II
IS
1\
n
II
n
II
'If
It
"
)I
~
A' \tlCT DOflOtln1011.
AT FAA"C Sill
A reACH VEHT IAHO R.,'1.
4T PIXlO tlttTI!lO 11M.
~
1 A1 CIoClI FRAM JAl1lJ
t 4T U. triO 0" 00 T HIH A All.
I A,f IOHm a, DOTTOH n......
1 PUI vCln I...M9 "All
I A' tAtll FnAI1( lAMa
I AT EACH [1fD 0' VtJIT lOP nloll
1 A I TOP c' (AtH FRAHC IAHG
,1.'.1
I.U
I.'~
:::.~~
"
~
II. ,
r""'T" "100. Ct5Cl\l1'TlClf
~.m' 1 ILAllGtrAAtl( tltAO
L.HU I H,lJIGUIW1U,\L
l.1H' 2 HAlItURIJ1(IA.lla
VIi" I /ill IAAhC ~["'O
c.un I FI'trAAktl~L
L.l~1l , IUIIH~C I"'"
l,U02 I fRAHllll<to U!l' sro.
l.1~'S I vElITlo' RAlI.' uo.
L.rln 1 rSAHelIXLOAAlL'/Ul.
L.m' I vrnf1Ol' RA'"ltO.
!.om' I vtflHOTTOIHIL
l.m, I, I/tlln~K4R~l\.
~.lSll AI Alllil c.v.lll;Q DUO I Ill' 1
C.l1" AS R[Il'll. tll.AZ('\G ehD I JM'I
I$.~e'. AlAtll'll 11U1\% AISt/ielY ~!J>(W'
fS-OI' AU(Q'O. ~t~l~411Qll WlCWS
IS.QI4 AS ~CQ'O. !ttSTHlATIGIt $(~CIoIS
L.1UI ASAIQ'o, OQlTOl1 RAil. WY(. IIIH
'''Nt) AI PUrl), :H SU.lIitMIU,lllf
'\IS~CS AS ~tll'l), tUI H"L weA '~tlt.511tlP
I'ws.eu AHto'tl. OIItAL WU.TK!~,nRIP
l.11" AI P(Q'O CXltRIOA fAut I1\IU(OI
l.1$\) AS AtQ'tl. IWlIMB rAU( ~UHlI~
l.!l:4 UIltll'O. SASHI...UO\IlOC
l.' It , SASH ICII [COr I CMl
l.H:6' s~SliSIIlP
C.HIT I OllXll & I HAt llAl.A/;U
l.IIU AS PIO.O' Wit LA\(II
L.lll) AS RU'O ytHllA1ttl s,1\llIO
liM~H C1.AU (IIARI iiI
luthl.l. 5cott1lClURT
l.lI" I PRawn ~AOU
<'" ,-
_' II I;>,T,) ..,000 ClI'K
1/0T D'I' LAWSO~ INO.
H'JST SUIT ,l.1t41Ml'9$[O '
~OADS
\11 \0 s.ttS. "
11',' HIli. WOO() EliDED
,lS St<OWII eH CltVATIQH
1St( SCI1EOUtt en.Ow FOil ,-\1......1<'1,
~31~" MINI, II 10 SoM S. p~vMlltR OF A/I~110n!l1 CLASS
r:t 01$Y( 1l-,"I1I!t. wOOD (HOeD tLCA.Jl....0I1ESN'7 .
r~p. I ~ I.- FROM COIUftRS - \~fnEDf~t:~~O/'l,I'OIlIl
-; (j' ~ @ M>O~OlHT . TYPJ
~ . K 1_%rIP.T.I I.ln. 1'@-QJ17'
-.....: .i' 101000 cve" : ~~ ~
..,,/ _(f;-II';,fl(, ^I\- I~ / ~. ~1 a Ml
:.;- ~"~ 3. .-''!UlS'I/- \ J .. ;~7~:
0.J@ I~, . Y
-c\.(,l" AOHESIV!: Z_I"',I / 4 @
1 116'. A:m, O(OO~C tOMPOl1l1t) WO~ 01.1(1<-'" 1.600' ~.la' O\.~lIllO .. D
Gt.ASS . OEPTH lDlH!
.~!y GlHJNO Wllmow",.1I1H
O[PfH rOlfEI ?
. T 7. IS _ PLAN VIEW
,- r==;. d
lDW I ~~~r~ r. ' ~ · . g .
UQ: r,bJ1~r ~ uy .' : ~. ':
@ I 21 SfAN1JARD
I I HEETIt<O R lolL
I A I H'.'
, '.L
i r ~ I ^', ~
ill~" ':/<1r' ~~.. @@ 'I ~--'mAItAOl'lt$\VC
~ ' DeOOlllO co~rOt)1iD
I Ie I Q' N'l'ROYEOASC.o,:IPlY1l1v\'mmi','
I ~ 1I SO\ffin\ORlo,o, D\!lloo.'rJ COOl! IlOI I
, ") ~ ~ 'ti2.~19:~L OAT~~r;~~ ;3~' ~I -7 I~
... HtKl1iTBt ~ e
II. 2 PROO1JC1'COllT^OLllMStQlI '10" .
,t. g\l!lO'UG CODE (;~A\i'IJ,l,llet CJ:f~ ,~ 1I
U,&1" ~. . .~ ~CmrANCI!"'O.Ot,,,\IOb'.~~._.. ~
~_ L___ \. 11. @ " "-
"r'-~ }" ~, ',01 " 3",~".TA9COHS 'b..,' -.: CY..rll~"HA~.
, , C)." FROH to"~t~S I SHIH
. . . · ',t.~ ' ,.- ~ '""1: _____::--
. 11.",. 111M. 'N~rO. '. .......----: ____
fOOE OIST. I- IP,TJ j' 01,
lTP, WOOD DUCIC ~, ..
!1I.-"T,.,?tOllS \ . ,-\~~"lH.
t;l" ~ROI1 CORNt!1S--' . i',. e: CO, .
'.' HEADER & S'ILL-SECllON. . 1m-MIl,' , ·
NOTESl -. "'- - . COOE olST, ,:iW' _ ' . ,.
~lNOOW SfSTtl11S OESIQNtO ANO TUTEO'O tOKP1.Y WITH THt
I. ~~Q~IH(HtNTS OF tHE In/, CAoe COUItT..,. [OctfI~~f{n W ~~~J~tR l5 rAL T, HEADER & SILL seoTloN
HQt\IllA eVllOINO cooc {5,F.S.CJ tl1"PTtR~. 11 . " _ .._. .".
v1lOtR Tlit GPHU'I( tOI/omONS ~Ho~,m 011 THIS OR,t,WltlO,
%, ~~~~J~~~gof~~tn;tl~~~g~.,~~11~~~~ ~~l tJp~~~lroo.~t~~s III
AC(OADAt!t'r; \>'~m ReQUIREMENTS Oil 199~ I.I,O.C. THtI'l
""""M OUtl\lilto III THIS L"YOlJf Mt ^S PEn lEST U~T. 0
1. CONDtTlO"5 to ot ENlllllHREo SEPM1ATH'l', " - (tRtO
: 4, .../ltw.lll eONi1UtOl<S /lor OEseRIBED 114 tHIS DnAWIN(fAM '0 ae eHOiN
ON A SIT! SP(C\fr( a,lSls. , .
~'
. .,
..
:l'
~
:l-
t'
p
~
,
. ".....Jl1... ~ fAPCON
'/4 ~ 1.- tllol1 COIIIICRi
. 4'
.
~1.ep.T;1
. /, ,~OOC 611(1<
(lf~- MAli',
5llQi
4
\>.~
, ~
.4 l'
@)
28
. a.::==-~
...".---....
~~l
I/~. $lliH
t'! ")C.---oo ~ r-
..
. tII ~ ..
Ij"\6" II f"'PCOI4
ISU' StI1!01Jtf BELOW
, paR N\lMQER ~l' MICffO!\SI
~
\
/\ ~~~~~;.J
.
.
4
n:
~
,:
~
o
~
a
w
-
..
. .
u
fll
llo2l.
'III
51
IU
"
NON-IMPACT RESISTANT
WINDOW
WIDTH
:>-
.a
'j:!
J
~
~
~
~
1"\
~
~
o
1
~
;
~
~
OIl
~I
~
~
!
8
N
~
~
~
~
!9
:i
N.U.
14205.ITY?J1
.01
///
ra;:;-:/
I-
Oa
J2 "
.J
" .
~f~/
,cp it
-
ELevATION
AN fRAMe
SINGLe HUNG WINDOW
&-112" H/\xn-:--lfl,,-
Ir....p.J .. I '_ ITY?.J
~
5,
as'"
~~
~~
r @~~
-1- ~
;,t-:~
lISt"
eJ
~g
~?j
~e
a
]~.-l~:/I,,"
ITYP.1
- 4.IIZ" HAl<.
, IT..,.P.)
SERJSS.7500 FIN ffi~
6IN~t.~WINDOW TESl
~~:=J ~eEfLFPRMAN~G SVMM.MY.
f IlAHO(llim,.ml .
I J '~HUSla.S~II.'"HIII' .FlNI10VtJ\Q
.' 1- /.' r II ltSTlo;.oS..I<.S,.t&JPSlU'.1oI0.OV(1I.1
,,?~'// QUI'Jl( lIIADS. .41.0, .n.. PIP
"',,' ....ATtRllll"'TA~11Q'4Teu.uPS'
11';1 '. tUHQOl,lU.HW.AWl<!$ltll
I ~ H...lt.IAli~ Stft~ Si'AClND . 1$.Sl4' , It,21~'
J (lITJI. OMW1NO" DT"I1.) 01 7)
['l cg)t/~~?>." a.lSfOONfTt.oICU'
. un SIte." 11.'. &4" "K tI DV~ II
'f" leADS. .11,1. .n.e ps, I to \io. Dutl\,)
D "0>1 L(l}.(ll. . &I. r, ...u,s.-
TLSno OWl' lljB.....IM.U'l
I1Alt. JJJ1S '(Rt\4 '''Cl~G. \)'" ".,,,.
.J (Ilt:1. oMW1Nd .. aT. Itl. , .., ?I
ELEVA110N
m FlW~1l S.H. YrolfOOW
, IC ~,1'.1 wo~o ouul _.
HOT II..,. LAWSO~ INtI.~
Hun illST MN lXPas''f
LO~tlS :1
. J
",,- SItH T
HA
..
~
.~\1ff,r
,r.'lii;..
~
\.:h It UU.
~I't- HIH. WOOD tMDED
AS SHOWN ON tLEVATION
IUC SCkEDVU PtLQW,POR r-I',.- "'HU
,NIJ/fOER 0' AlICHOIIIl at.A S S '
CLEAn MlHUNt
\ \ I [OOINes COI1POVIi
\ \/ flWr.
\A "US"
.^
.
/0- HAXr1-
\Typ,I i
l" S.U'"
tTYP"
.T/I.- Hl~ .' Ills S,/1.S.
r~~~JST! I~' MOl. 10'000 EHDEO
. I (l I." FilCH CO.cU/tlll
. IS . , &'C\ll1tpPomT _
............ < ,...h(PT.!
......... . ,I wt'Oo O\,l(/(
ro"'" MA)('
.-"'" .. S kil1
.1)" , ,
).,
06i ~"':~AAAOH~SIV~ '. cJ
J/W.ANlI. PED011<<I CO/'IpaU~1 M (l'T.J
GUS! . WOOD IHICl(
~i:;.?}~~~rl~ I I .
~~
!~
, is:\
o'
~~
r ~il
a
III
i- I.. '~
~ ;:1"1,.,. TA;,CQN' .
IStCStl1EO\ll.e:
'IlnOW fOR NVl1e~
O~ ;.1'<I1~RSI
<I
'.
~J ~'
~~;. '
I
///
CB) .: /,-; /
./
,
\ ~
,(I .
II'
l.a ,
.
>II
. I'.
1M-
U1CeO.
..
\
'~
I -
I ~
.0-/'. ~ ~
~~
, ~~
~~
a
.
.
.J
13
,)1$" OLAZ!NO
orPTH IDIW
WllolO"' ,~
@
/'
-{f?/
UU'
4 _ .
llm1I
l Nt.l.,UHtM. OAA\(\l\O' oM /1\( WITH .........SOH l1<Q.
~~g KllcttvlCH' ~UO(1A1tJ, ~jC.
'. ~n le"rlllG IHS PWGA~IO At HRtUAAltO!l lC"IRO
LAODAA lOA\' IIHII"A~t'... 1\.0
/i
1.09 - -];; 1 ~I~'/I u;j
I.!r Jr ~ M' M) .
i ~1I 10
@ (~~ t; ~WO\JlY
I A ,I ~a!T\Na !WI.
.
. ..
PLAN VIE\,\!
.'
~ if
rAce I!~
2
J
~
S
,
,
'~~
3/1 G~ ANNSALEO GLASB
W~~N~Gl:lsm~ [UCK
;-~:l~"F~l~'ci,~~Rs eEsA'V RAI ,
.. PE~'fo I! SUMMAliV
. . ,.
REfERENC!' fTI..,UO U-S-97
'rlisT 1m:. 53-IIS')( 1r._t/4M
'rUT LOADSI .94.5. .9L.S PSP
OUIGH LOADS. .IU.O. -no PSP
WA't~ INI'It. TRA.TlON lUT. U PSF
nsnD O\.~S$t !/16--"'NNtAI.~Q
HAX'(tfAI1!J StREW SPAClNGI lS-1I4- &. 11..3/1.-
NON..1MPACT RESISTANt '.
, 3/11f.ANNEAl.ED av.ss-uo /WI.
WlNOOW COMPAAATlVlt
ANALYSIS CHART
mlIllOW ' D!=SIGN LOAD OAPACIlV. Pst' . .
, OlldtllSKIIlS WOOO SClla!' (t.l WOOll Dl!Q( T""COl'IS (fx moo DVClQ TAPCONS (toe WOOD OVGtQ
~eh1 t,;!i~"J ~m.J: POSitive HU^",.t I~m.:; P~Sl'IVC IICllAfTVe ~l1lJ! mln,c Hr~Al1~t
It..V. IU atU 11.2 llU flot fUA
lI_lloo ... .) . 1m'" .....,.;..:; .,,j' ,,., I
It..'!} 2' n1...J.~., I ,~~~t. UJ' ..; . ,. (sa I"" In_..... . 'O4Ol.";,, ,
: I!. 'H .. Hf..t It' ! ':'... It ,_ '.'! '~.J. n&-"
n.". AU ',u IU U,I IU'U
\t.". IU t\t.J I)J \Il~.. 12.1..... <<l!!~!;
..uw.a,..' I . .. ....... -. h "J J . '1\1., '. ')..J 1U.f
21.1I1 6U" "t" I". ......,. ..... t \,. ..~H..." .
'n )ToJII ISl "w,ti UII .. '.U!!}. _ ~1.1 !\~~
'iJ':sji . IU . f,:i" ." iu SM IU It.l
n.v. nJ lla.f a.~ \U.' 'U. II'"
";1~ iei" "';;0- UJ .t.1 . i'l;"'" I ';i"t4
~IJ;;~J ~O~'~I u., iJ'i'" t1.' I I . UI '''ii:;- "".1, ut... 1!.! k I, !i~~.
. iJ~'iti ;13 '" I . it;' . . . . ... 62.1 ".J
n.". I U IOU .!!:!,.... ._l~.~.'.!... .,.1. cu~
.. hit' . ,...".- . ... .0 ft- f.. . u'u.; tl1.1
".VI tJ.J l..... U'.t ,,'" . ..".. (t1 _........... ,...... .
, '''i;. It l6' 'iii'" r- \t'j,.'" I I).) IU 'U t2.4
. 5s.vi UoS .. . ;1_ Wll'u. --'':i.i ,... 6U ,te.
AL T,JjgADEB MILL' SeCTION If.'It, . UJ 1U,1 - f).J flU n.' . uu
.u~v' ' 1).1 ,,1.L Ill"' Ii:'" we:; (II ~ ~~). 11'"
">>' n lTt . ,i'J- . "irU'. U.J H' .i,; '1.'
IJ.it, .j" It,' "iLi~' SI.'. IU ",4
. ".1ft 11.), If'" n.J ... I)',. ~ U.J ""'l
'1l.1)' n.l llt..1 1'1 I)., aU 1tI ,,,. I!U"
/!8,l!IPAPUCTHUlllk01CAHlItlI.C' . H. ".VI. l1J u~. er," n.J '~., . il,:' i:1
A./ltlloU P~ JA/1J n.1I1 IU'" --
.'
ro-
.: · 'i ·
. .
. !!.
..
~
.1
, oJ
. . ELEVATION
fLANGe mAMa
SINGLE! HUN() WlNOOW
U l. ~;'I'PJ
&" t1.1,~
IHI',I
ntlMJ1U
.INDEX
WWtl0V4 CltsClIl/'TlOII
H". Ol~UlrtJ./iOC rl\Aht/HO RAIL
tn" O\.AUI111( fllA!1t/t<Q PAtl.
, "". GLI<U/'1.A~( FllAI1C/SIOIlAt~
OU OlAUtrLAl!OC fllAHtfSlClIlAJI.
0$11 OlASSJr1.Ak1lC 'lW1t/l'lI I\AI\
on Ol...U/II!I fRJJ1tl$ III AA...
~
I r _ I
.~' 127
ifa"J,Yj
I~n
l", rfT'"'
~ .1 ~
.
.
2. 299"
~$II.t.
I Q) l1elollt
,
@)
-r:-
.6D~~ ..J
r~~. ....
~f;j', ~
'@ ~
@ , ~-
i\.. I CD..r \/4. HAX,
It 10 1./1.S. ' I s~
IV." KIll. WOOD [l10(D.... ~ EMBED.
, . ~ 6" PIlOH COIl/ltll1 l>...r.
ZoeIMJ... ,,' ~
101000 Dllt_ .....~.
"
ROUIDRHtUC~
PQU. FORMCO AlIJI'JI".R1
"' . 1I.' PJt.f'lilltfS
110 II' PtIlLUI'S
110 . III~' 'HUlPS
114. 01A. GUlf
,In'..210'11I1G.IUI,Il
.1ll'1')10'IlIlI.ee~l-11.
,\n-..IIO'l1rlOolCll'"
. 4 " . 6', .
'-.
. . I-J"'~'" 4
,: .' ~ . [11 (D..,
. to
1.1111' .t1~.
, 'Dq~P,t~JT'
2/\6"-- tA?CClNlI
tI ,. fROH COAN1AS
III 1(111r IAH' RA\I
HI:AOER & SILL SEOT/ON
.NOT~SJ " .
, THI~ WINOOW SYSTEM IS oa~GNto AU!) tUtED 10 COI1PL't' IVlTII me
RCQIXIIEMENTS 01' THe lUI" OA04 COWTY (OllIOH bll 'tHe SOUTH
FLDIlIO" DUl\.tlIHO coor eS.I'ICl,c,1 al"pn" '. CHAP,!tl1 z~ CHAPTC~ It,
UNOtR TM! SPCCII'I( (ONOIT OHi SHOW~ olf flitS O"Awm,,-
!.. b 01\ 2. WOOD BIiCKS SXALI. DC IlISTALltO lNOT 0'1' LAWSO!i INOJ ANO
"Nelio/un so l"HAT THe SUllOINO RUISTS TilE SUPlI\IKP'OSED l.QADS iii
ACCORDANC!M1Tii RCo\MEtlCNTS 0' t9fI,'SJ'.lJ.<:.
I NlCllOA lltsCRIaEO I~ THIS LAVOtlt Al'll! AS 1'[1\ TEST UNIT, Oit1tFt ,
CONOI7/0l/S TO IIC CNOINUREO S8PAI\ATtl. Y.
. AlltllO!l C(WOITIOIIS Not DtSCAt~CO lU nllS OI\AWIliI1 Mt fO ac WDINCtIltO
O~ " 5ue SPCCllle B/\SIS. .
'aU"
rrcr'1Jli~?;f-:J
H. ToE.
~)1" ,
- 2.\11".
A 1,,- MAX. I .IT~P.,
i (TYP..
-' ,;.'.L~,
- 11 ~..
t c:l~
~~
t'1S
r ~~~
. ::0
"
...
waao CUCK
IiCT o..,.LAW5ON 1110.
tillS T Sun At14 IHI'OSEO
LOAOS
If \~ 5,H3.
11'.- KI#. WOOD tHOCO
("S SHown OIHltVATlON
SEa S(~[OVt.E BUew fOA
NUI1etA all ANCHO,lUI r-1I'~.4~.
OUSS
-CLeAR AOH($IVE
\~ . pOOING COI1'O\1 .
~.~~1~ . '
. t.125- "
: J
1'1
/ '\ JJ
'.
.
III". SIilH
11AI<'..--- -
4'
OSB"3mm-ANNEALEO GLASS
FLANGE FRAMe
1x OR :ax WOOD BUCK
SlANOARD RAIL
TEST UNIT
PERFORMANoe SUMMARY
<
'. ~ , II
L, j; llllll." · T APC<m
. V 'IUUCIiEOlilunow
· 'OQ Htll1QtI\ Oil AII(llO!\SI
.€\ <l\j~
~~
" ,,' J
I \ ..4.
~ '. c~~i'o.
\ . ..
~1.~,f.I
WOOD oller<
Atl'tAENttl 1l1'l..1695 IZ.II.91
HST'IZEI 31":< 14-t/4"
UST l.OAOSI .'11.0. .11,0 PSP
~~sm l':f~lRA'fIOt4 'fu.I.'.'!; -SJ:J ~E~ .
TUfEO a1.ASS.. OSI!..:st!/i..AtiNI!ALCO
11.1.)(. JAMB SCREW SPACtNd. t't~)/"" & '5..:"4-
'../'
,yl!,.
.L....:. ^ ' ,60:1.
0@1 '~-.:mA~ADl1r$'\lt
II II'. AlIN. llEOO!IiI~ l:QI1POlJtlO
al.AU
~J:;ln~m'
,. /
"r; ~
. @ I Zl I
I A'
!
"
\1
. -
:r.. _
U
--;//
/// / /
CB), ' ,
..l
uu-
13/'A
,m.llI.A%.I~@f fii'\
OEPTH 181m \V
WlNtlm.l WIO'M4
& . ,
U9
~
I ..
o
,e'" ~ ~
:)...
01'"
!j~
~~
~w
~e
iTS
l I I..t;YP.1
I-J.. .- HA~.
IfYP.I
f . IM,I ' , /
wooo G'JCI<J
, ,.'
{f~/
?
-=-
4
NON..IMPAOT RESISTANT
rw~~~
L. -_
A 4-HAXr
(TYP"
_ I r
~ '.TI~-
If""P.1
, _J/'~' .. TAI'CO~f
"4 (p t. CtlOI1 CQRNUS
.
"'-'I." IM,I
· /. WellD DUCl<
--.... _____If 1f~- MAli'.
~ ....... I SHiH
.7~'- :
.).., , .60 - ,
@@ i~' '~,:
~ ~ ~ neAR aO!ifSNC
@ ~ it::. COI1POtmo
~" Pi , "@
~
///
CB) .:/..; /
f,LAN vm.w
.
,","
~'I/ J
",~ ,.~~ . .
\r.dl ~
S1'ANOMlO
HU fiNO RAIl.
~ ~
...
~
~
J
. .
.
, .
!
DSI.3!ll1l1-AHN1!AlED GI.A.Ss.sm M/l.
Wlm>OW CObll'MAllYl!
AAALVSI9 CHART
DESIGN LOAD CN'/\crrt. PSP
~O &CRE'lrS TAl'C<lNII
~~&1 ~~J ilfr!r .OStTlvr f<tOAtl'lt 1[[&'::' mmvc NeGAtIVr
".11' U.J IIU U.J cU,"
if..5l( " tll -.u" I tii1 ",ij . tcU:
Sf I.j,j .u-- t" ....u..... "..
.,,'" I _... I.."...... 04............-.. ...............
It.111 ... ..
't..!!t. 'J,1 In.1 .. .~~~. ... m;.~
.'~:'{f. lI.lII t11 'J..\~"_ ,jeu III ".1 Ion II: -
JT ...I~I . "..I!.L.. '.toJ :7"fi!""'
5i:u., ... .
If.I" U.J 111.$
"i.':Ui (,.3 ,... ....~
. M 'ij'- 10.'1. III . .'1.1 . ',;1 ,n
.,.. .1 . "''' u,UrI ..1___
U.V. --
I'.V. 1).:1 Itl.~
2c:4tii I .):i'- ftii.,e:'
H)';.... I' I&J ..'l........ ...J-r;; .. ttt
'1:". .
It.1I1 11.1 Irtl
Ili.v," 'IU.' ii..1
~wn::. IJ 11)' ,~)~\....., : ~I!i"" Ol
n.IfI .-
1M" I),) 111,0
i~~ 'FL.'" "t . ,~! . ,~{': 01
It. .1U.. ..i~..
iZ:-u. ...
1<1), IN '''~I~Tl<lflllkCi('''tllle.1lI
MCI10A. I(It ,LA.l<,
,~ 'W
! ..I
ELEVATION
FU.NQe FRAMe
SINGle HUNG WINOOW
Ii
'i: I
iI~
" ~J
r ~~~
~~e
__ e
--.Ti
~. I!,
~~
~~,
ja
I.
LL tr""P.1
'"' HM~,
ITYi',1
-
..
r~
20 I
II I .
~1I '
I~.. . ~
l' ~ M9~'
t1J i'..~- Sl~l.
." J . , (!), litlOliT
I'<ll;OtlY
DlI~OIl9
@
@
,@
i\..l
.. at:! "":J!!,,
U.J 1 t.I
'~..'II'l;.i'.
.. .. ... ...
. .
.ul,-
1::..-0
.J
~ '
~f{/
1
, ,.III,,'HA)(.
oJ. $~
,
.
, .
.4 .
, .
l~.
010(0.
...
.... · ~~! ~~'~OOIHl1~eo
~ ,. .ll<lH COIlIiEJl S
Z. (P.T.! "
wooo DlI(1( --
_l><
.
. . ,f\. .
-E~OtO.
IU . ' '?~ ~
. .'i,' ft.'
..".......1 fill "..I......
,1'-6 .""tl..!.
. -
. .
, C,1I.' HIH.
r &I'M!.'ST, -
' 3/1'" __ TAPCOIlS
f @ ,. rROI1 CO/lHC!\S-:---l
'I . HEADER & SILL Sr:OTIO~
J:LQ.t.g,~
. I. 1lfI5 W1NOOW $V51tH IS lltS~II!O "NO l!S1'6'D fa CCI1PI, v WITtf THI .
. t'lEQ1JlRtkttHS 0' TH! 1991" DAe! CO\lNT't ~Ol'ilQH OP THll SO\JTtt
I PI.OMIA llUll.DlNlS COOl! ISJ',B,e.1 CHAPWt ~L CHAPfC~ 2~ CH;.PftA 2f,
UtiO~1t TH( $l'ECI'" COIiOlft011S $HO\,m em THIS a/tAWlul.I.
2. 'lie OR h WOOO DUCKS SHAtl. IS! IN IT All.EO INOT 0'1' LAWSON IHO.1
AN!) ANCHOntQ sa THAT1'kl! OUllQIN12 RESISts THI511l'EAIMPOStO ~OAgS
I IN ^"QlWAII(C WITH rHDlJlI\tHCN~S CUI Inl" 8.I',Q,e.
, ). ANtHon otstAl6tQ IN TtIIS ~AYOU't Me AS PtR US., VNl't, OTkeA
CONOltlO1IS 10 or ENClllittAto sanAA 'ftl."". .
, L. ",N(HO~ CQtlOlTJON$ NOT O!SClllO(O IN THI5 DIt~WINa Me to DC ~t~(entO
ON A Sit' SP(CJI'I( OASI!!.
I."".
U.J uu
Iii' "';oir. . I ~
'ii.; .{s'.: " EtSVA'T10/>l
.-: - I" W ,-.. F~NGS Fl\AMl!
:~t~,,:: :JY. ' rS.lNGLI! HUNG WI~Ob\y ·
.. '
.
!Yo T. HeADER Be SII.L s'eOTION
OSB..3mm..ANNEAlEO GLASS'
AN FRAME
2x WOOD BUCK
STANDARD RAIl.
TEST UNIT
PERFORMANOE SUMMARY
rZ-I?TJ
I WOOO BUCK
;r . (1',1,1 WOCO DUel(
NoT a'/' LAWSON INO.
MUST SVS1'AIIt IMPOSE!)
~040S- '.
Ii 10 $,HS.
,~.. Hll-I. WOOl) (1010(1)
@ 5 112" fROH CORNEAS
~ (jll HIO'OINT
~
'--i SHIl1.......
...,Z49. ~ .. .........
· -- _\ .L
.,- '\. ~ .&D~1"' Z IC {S>,T.J
/\ I "'. WOOI1 DUCK
/j0@r ~
~ -tJ,tM AOl1eslVE
"~"'AHH. etOOIN<J COI-ll'OWO
Gt.AS
III,,"
SHIl1 HAl<.-
j
R!Ff:RENCtl PTL-1Q94 U-U-97
TEST SIZEI 54-1/4" l< 44"
TEST LOADSI .67.00. ..n.oo PSP
OESIGN'I.OAOS, ,I.t.33. -49.33 ps(t
WATER iNFlt.1RATlON TESr, 9,4 PSP
TESHO GlASSI osa-~/lIIT1'~I:JNEALtrQ
HAl<. JAMlJ SCREW SPACrN<i, 13" 110 14-11&"
~" ..........,~
1.125-
/, I
Cl~AFl ...OHESIVe
BEOOUIG COMPOUNO
-'J/lt-.ANH.
GtASS
12 5
...
2i
IIIOS.H,5,
W," HJH. WOOO EHBEO
SUI SCKCOUU DflaW
rOR ANCHOI\ SPACIHG
llVP.1
1
~T5
/
q:
~
=- @- ..s:-( =--
7
...
DSlJ.3mn1,ANNEALEfJ GlASS.sTO RAft.
WiNOOW OOM?ARA11Va
ANAt.VS1S CHART '
DEiSllJN LOAD
OAPAOOY' pSP
If
~U.llnAtjW~ I
"'" .IT'I / ~ ,
j l.O:b ~: ~ o),,~.
~ @ l.1 .,':' t~o
J A I MEETlNa RAtI.
r
l~~~~~"
I~: ~ @
'rJl I "@.2.9:lll.
II kEtClHl'
, I & --f~H~ HA>(,
:~-:~
.
'zc:!i'i sa.Jr'
J7 I"
...UI__.
U.".
IMII
u:\I'; ".Stl
"'1';'"" In
$1.11.
":I~!
H.ltZ 56
tll iiH,. ell
,j: ,ii
If.'1I
2a.ili n
....ri" , In'
u:,/i
".111
ii:;ii 1L.1J, , '.' .
- u'
";j:l;ii
110, III I'AIICNtlUl11 1Il0(ATtS HeI, 0'
AJo/(Il011S PCA jAil!>> .
~ tielT ytsteo
v
- -
-
.315" GI..A%lNIO? ~
CCl'rH lelH \::.J
WINOOW WIOtH
..
r~' ,
@} 'I.
@.
~" S
./111
,r'
8
\/
~.
y
I lay"
'.t 0"
I'IlIClOW
tllMEliSl<rn$
~m ~~
".11.
'2':'/; U
'-3','- 131
,ol....,..Jt
n.l/a
ltOSltlVt fI(<!ATcvr
6U Ut.J
.iW1."'-..... It n....,.....'.u,".
6U \11.6
I '''''''H ...'
, aU uu.
.,"1'" .. I ....
,1.1 12,.
U,J flU
,..... .. ."."'...
OJ,) In.''
..... ." .... huH",
6>.1 ~u
'uti"..... , . . .ut '
00.6 AU
n , Ill.~
.lIlt....... nto.fll....,....
, U.l 11M
u......... ..
n.J .,6.1
f ,...t~i.'''' ,,:,'U>41
,*,J 113.9
Wi.... ". . .............
'.'" 10 I;!.....
'u u."
. .......... '-fl'
U,O U.O
6).1 11M
.. u. nut " . I' HU"
n.J l U
.. ,i.i"'h4' " rtr.:r
~'~'O., . I ~ ,i.i
~
PLAN VIEW'
NOTES}
I, THI~ WINDOW ~V51'EH IS OESH1NfO ANO TESTED TO COMPL V WITH TH!
R(aUI~EI1EHTS Oil THE lnt, DAce (OUNTY EDITION OF THE SOUTH
FLOFIIO", eUILOiNO COOf ISJ',a.c.l CHAPfCA r.. CHAI'UR U. CHAPTEA )~.
lJNO~R THE SPECIFIC CONOlTlONS SHOWN Olt THIS ORAWING.
2. 21C WOOD IllJO<S SHALl. BE INST^lt.EO WOT flY ~AWSON mo,) AND ANCHOllEO
SO TH/\ T tHE BUII.OINt! R(SIST S THIt SUPERIMPOseD LOAO$lN ACCOIUIANct
WITH IlEQUtA1I1(NTS OF 1994 S.P,l),C. '
3, ^NtHOA OESCItIGEO IN THIS l.A'/'OUT ARE AS PER fEU LlNlT, Of/itA
CONDITIONS TO BE CNCilloltERtO SEF'AR^ TEt. 'I,
r. Aml101t CO/fOI'TlONS Not DESCllltlEO IN THIS DRAWING Mt TO DC ENGINEEREO
O/f A 51 rt speCIFIC BASIS.,
.181"
.c: n
r
lit 10 UU.
, 11\" Hil'I. WOOO (MBEt)
G) '.1/2" FROM CORNERS
" ~ 1110POINT
I
~~
@
tn1\.
L . (M.I
WOOO BUCK
-.
At. T, SILt.. SE~nION
" 10 SJ-U. r
1~"HiH.WOODtMIlEO " LU'P,T,I
C?I S.Ul" pllOH CORNERS \oJOOO BUCIC
&. @ HiOPQIlI1' .
HEADER & Sill.. SEOTION
It 10 S.M.$>
11\' I1l~, WOOD Cl1b(O
~!iIl 5 lIa- I'AOI1 CClIWEI\S
"\III t1101l011iT
f. (P.1'.1 WOO!lllvtK
NOT aY LA\oISC~ 11IO.
HOST sun All. C1J'OSE 0
lO/l05-
,
.
III."
SHII1 HAX_
. CUA" "'OHtslvr;
&(001)/0 COIiPOUllO!
.-3/1'''. ANN.
OlAS$
€\@ @
V. ,,"IIII
'C ~... @-...liI
\j
~\ ~ W 10 S.M.S.
I~- HIlI. WOOO 1/10EO
SEt SCH[~Ul.C BElOW
. V FOIt AI/(1l0R SPACl."IQ
ITYP,I
, .
3/16" ANNEALeO Gl.A8S
FIN FRAMe
2X WOOD BUOK
HEAW DUlY RAn. .
TEST UNIT
_PERFORMANoe SUMMARV
~
Sl1-Itk:....
r'z~~~ · .. ~
r- ~ ~-'~ ,6a~l,t La .IP,f,1
.'1 '~6~~
0@ I "0
- nEAR AOHESlI(C
"16"'A~14. BCllOI!~ COI1POUNO
Gus" .
.JTS- OlAInlG , ,I
OCPTH IBITE! @,
J L 'f'
, "f~~' 'A" uj
2 9 ~.101 .
J; . 10
~ @ I ~ 'I l1f.
, ! I Z!I I !-fEAlty OUry
) 1 A MUTlNO RAIl.
----:c
t.IIS"
1
ITS
/
\/
^
y
, I t.ll'.
2.:0Q"
/
~r:--
RI:FERWCr, 1lYr.-lSO' 1:~\l'9'
TEST Sltl', 51.-V&- X'IS.tll"
TEST LOAOS'I ''''.', .9~.S PSfl
OUION LOAOS, .&).0, .63,0 PSfl
W~^Tf:R mF11. fRAt't<lN 'tUT, 9.5 PSP
T"SrEO GLASSI .J,Lll".ANI-iEAleQ ,
HAl<. JAMB scru:w SI>At:INCf, 1'-1/1." &'Ia.ll/~"
. /'-I
@I,
.J'lS" O~A%lIIa @
ocprn 10m,
WfNOOW w,oTO'
\ :~/~a.~\trwOOo EHfll!O
AS SHOWN ON tllVATION
1St! Sttl(OI!U BELOW FCl~
NVMOtll OP AHCl10RSI
CLEAR AOKU1\l!
,\ . \ I: ccx;,l/I~ WIPO'l'"
\ fr'ip,?' , .
\ . t.ltS' 11 3 ~
/' ; V -~f.i~
\ :... '.,,,, "",.,~@ ~
oePtH (litH!
WIlJIlOW MOTH '
-
PLAN VIEW
~~m
".\I~
'jj.IIZ
.."it
.il.lli
\T.\I'
1..\iio,
~i7 I
u:ii.
11.1I1
l~t:"~i'
If
. ij:iJ....
\I,V'
ii:i,i'
- ... , ii'
. it. \I'
\t,I"
'1~~!jJ '
IT
'I:r:i"
",III
''ii.'/i
II .
ka.lH ....ACIlTHlS!$IllD1(.. itS NO. D' U.\I~
~\ltMA' rUt 1'-M5
3/1 Ii" ANNeALED GLASS
FLANGe FRAMe .
1)( OR 2xWQOO DUCK
STANDARD RAIl.
TEST UNI1'
PI:8f9RMANCe SUMMAR'(
RffEReNC'" PH-IOU IZ-B.'91
TEST SIZE' SJ-T/a. x ,L.t/4.
TES'f LOADS. ,67.', "61.5 PSF
O!SH1N LOI\CS' .1,5.0. .1,5,0 PSF
TESTtD Q~ASSI l(II,--ANNEtALfO ~
HAl( JAMa SCREW SPACING. 15.114- &. 11.J/~
. NON.IMPACt RESISTANT
311~M1lltJI.ll:l) GlAS'3'5TO RAIl..
WJNOOW COMI'AAAnva .
P:tlAl. VSlS CHART
caSIGN LOAO CAPActlY. r$?
t1l!~~:iJ~, ""'I1&{S.... 1'1000 OUCl\ tN'CO~ II ~ WOOO 1l\.'Clq '1 N'COlJS (Ix WO<)O D\JClQ
WOOll "" ,- f Iln'. tl' PD~ITII/C ~lQ" tIVI
I1tl~l\' IHV. 01 ~~"tlVt NIGATNt ~:ri:J's posrrlVC ~tQATIV' ItRi:wS
_.." it';c..;s s I'" I4U
'''i 24'-' ~~.J", LU',~.. - ....- "ii'i.i~'
__~. '" ...1. . at,) \e~.2 IJ.J
U,J ,._~:!".. Ill'" .- - 1~1 iu 12~~~-
IU "U. I.',~"_ _J!:!.... .. .",.... "81..
'''W~ " . ii., .. ~u,,,o . I),]
. _./ .,.J . UL' . u'.'~.., .:~l.~~'_ . "" ;f!:;
.. ...." .. , fl,2, '1'1.1 - "iii
aU 11&.0 '1~1 " -.."-. m u) ",i;, "
"j" '''loti'' ".!L !~'L, ':..~' ...",
, , III IJ) "..,'
, hi' U,l IU. . nJ.D
U.l I1U ." ~).~-- I!!.,.~_, i;J ,':,-;
iu' Ilt:." I n,~ IU nl ," iii'" It ~
to.~/. csl - ijj' . .. "lo:'.~" . ~~I _,~!'L. ....!:t.,. s~, -~~:.
tLc. Slot. ,. n.J nt.J
IU In.. 1).1 1~'.1 . '''ii:i''- ''';ii~i' .
,i:," 'Iii.i'" (') 'is.) ','!.~... (II' "'"l
..' .'- ItJ 49.1 1).1,
au or.! , ;i:,.. ii., .. . ,'j,;"" '''-~i7;
. ;,:i. .. "it:; fJ,.J n'~.
'u ,,1.1 IU u"r'= '-iiJ .. '''',i'.i
- iil'- uu- ... .,J .~ It! ,'ij II.)
III n.1 ~l';- III U.J Tl' 'i.,.o' -' '-i:f.i' .'
':i'.i t,,I u.~ ,... ..' n.1 \511
aU' \6T.1 IIJ Ilt.O ,.. "'3-- ",,'u .
. iil "',It' l~ IU 51.1 III ".A-
"I " ')J" . u'o .U.
,~.1I' '~J . . _. I~'.., . _ ~: .
r~~
~::, '@
~ 2. U
FJI \; SIl.I. '
HDtlHT
, , _{\I/O-HAl(.
. $/{IH
-.,
'~ ~~
- .
./'" .
..r~~
~ :~ 5' 28
.~1_d~
@'
rP
It 10 S-H.$.
11\"11114. WooO CHBtD
<ll S.T/Z' PIlOH CQ1:lNERS
i. ~ 1110,11011I r
.'
"~
~~
,In'
e .
r
,.---
tIOUU.
'l~" 111l1. wooo Cl19l0
~ S.lI"- 'IlOH tORNC1U
" Ij:I /110POIHT
HEADER & SILL SEOTION
L.IP.U
WOOO oUClt
un.
C IC (P.f~
WOOD evc/(
AL T, SILL SEOT/Ot:!
liP.rn.:
I 1M1S WIIiOOW S..,.STtH IS O(SI<lNtO AND T[$1(O TO COI1PL't WITH TI1!
l'~lCOUIl\Et1EHTS QjC 'rill! IU4 0...011 COliN1'Y eOlTlon OF Tlit SOUTti
CRlOA auft,QlNG COOC ISJI,G,(J Cli41'TEIt 10, CHAPTER U CHAPTtR J5
U/fOtA THI speCIfIC CONOITIONS SHOWN ON TlfIs OIlAWiNa. '
7, . Z I ~oOtl OVCIlS &HALL If INST/lLUO II<<IT o'/' t.AWJlOIlIlIOJ lottO At/(
~~ THA T THI 6V,,"OlNO RUIUS THr: S\Jl>llliI1PD9Ca tOADS IN AccoJbO~fl
"lTH RCOV1~(MWTS Ollli91" ,;,O,C:, .
3 'cAl/PIOR OUCIIleao W TlilS u,'l'Oll'l ARt M PEa TUT UNlr or~tlt
. wnOlTll1tlS TO IIC tNQfNctAtO SCPMATtI.Y. .
I" 0""101011 CONCITIONS ~'t OUtAJSEO lit lHlS OIl AWQHJ AA! TO at etialHttROl
1f.4 SITe SPW/'IC 8ASI,.
r
.........-
us
h Is>.TJ /
wooo aVCl(J
!
J
-
~ .. .S y;-~""~ l'APCClf
4 l'Il ~- !fOK conNEIII
': ~: f:, ~1:lP.TJ
· " '. /. wooo lIUCIl
........... V-.l 1"1(1".114lf.
~,' ~ StlIH
= '- -..
'1)'" .
. ^ ' " 1-
@@1 ,:~ ~.
: ~ ""-. -- CLEM "'OHI!SIVIl:
SCOOINI3 COMPOUND
'~~,.~
...
~
t.U"
~-~
$fAtlOARO '
MEU\/tO RAIl..
-, t
@:
@
\,.
2
1"'."1.' HAX.
.sHIH
.' "
,>II
.
. Jill S.H.S. '
.. . ""- 1111f..WOOO Cl1&aO
os ,. , AOl1 CORNEAS
,
Z IC 11'.1.1 ./
WoOO lllitl< --'
.tI.
..... /"
X,
4
. .'
4
'to T 16' 111H.
lDffr.H. -
Jrt..ta TAPCOlIS
~ ,- fnOIi COAlIUlS. .
HEADeR Be SILL SEOTl..9J:!
NO T!Sl '
I TlIIS WINOoW SYST(H IS otslGNEO ANO untO TO tOM" I, 'f WITH THC
, A(OUlllelitfHS 0' TIlr; IUr. DAoe COUNry tal1l0N ~ rllli SO\JTH
PLOltIOA 01J1\.OIllO COOl 15,P.0.C.1 WAPHR~. CIlAPtclt ,t?" eHAPT tJt ,~.
LlNDtll THt SPtcll'tC CONOll'lONS SIiOWU Olf THIS ClllAWlHQ. .
2. I. OR:t II 101000 sucKS IliAll. De: IkS1AI.tEO IIlOT BY LAWSON 1110.1 "
ANI1 ANCHORCO SO TI1A T tl1e BurtOlmllltslS\'S 1HC SWCRItlP(I$(O l.OMS
Iff ACCOROA,N(1l \(IrM RfQUlneMCNTS 01' IfU. U B Co '
l 'J.' A~ OtSCRIBEO In T1U LAYOUT Aile AS PEA TUT UNIT, QTHER
(ONDltIONS TO ec CN(lJNUllfO SCPARAlfI.Y.
I 4, AlfCHM CONOmONS wor onCRII\to IN THIS OR"WfNl1 ARC TO ot: fNOlutC/lCO
0,." liTe sPECifIC IIASI'. .
,
.
r- 11\-
EMS (0.
.I~.
r-l;tfOEO.
lO'S.
ALT. i'H:!ADER & SILL SECl10,~
70JO N"W. 31th CT.
fill1.4 AifATS O'N MtAMJ. rLORIOA 33\41
,., . Y Y (305) G96~B660
~,; ~DUS'Ri~SitHC
UAUUrAtlUREAS or WINDOWS Ie DOORS
llilli:JMPAOT ReSISTANT
WINOOW
W101H.
3J16'-ANNfAt:ED G1.ASS.HO RAfl
WINDOW COMPAAATlVS
ANAI.VS'lS CHAIfr
w.:oOW DESION I.OAD
~~ CAPACIlY,P8t'
~~H = posmvc I<C~TWC
..!!:.U~h U.2 IIU
II.". " ,. -iii".' ;1,.4.'
" .. Ul : ii.' '~iitt. I.
ii:ii.' .,oJ iJl;
Ir.1I1 "oJ 411,'
l!:.t!.! J'.S" ... .IJ.J i f.~.: '
. !'... ($1 ~ ,;3" iSi, It
I).VI . fU ''tit,' .
lMII IU Jll.l
,Y;:U.i' 10.'" ~. 6;j..... -jilt
..., (,t,' .',:)'. "uul'"
il:". &1.;"'. I" ili:
\t.II. us II"
ii\'"i 16 .. su'7U' . 'it'i..
'i, . ftt ' i')., .. ",ili
.,2..0,' . .....;;:; : ;6.,' ,.
\t.II. 112 IU,'
:i.:q ,,~"'i).i iu..
:n fT1 .. 6':\ .. ~ '-,'t'ii
,i:1;. .'1. 'U I.
\t.". n.J ~,QU -
f,:'Vi 'U..'" 11 'J.) .... '-,ii.;" I
it Ill" ;;3 tl"
'Ii:," .0:"- &l'
~~~W:;~l~: lHCICA HI HlU~ I
~.T,C.
/ 20'9/!"I~
@ ,I t;~/i; 11.4.)(1-1 r rT?~r
~ lz
i~
o~
. r @i,
a
oJ
~
/
.///
~ ':/.-;/
i
1 I-
.e15" :~
=~
'~f
. ~
Tj~
L. '.1/.-
IT)'PI
~ .!.\l2- MA~.
ITYl'J
.J
/ .
{f?/
I~''if
-'
ELevATION
FIN FRAMe "
SINGLE HUNG WINOOW
\01000 DV~
kOT D'f LA,wsO!t mo,
HUST sun...IIIIHPtl$EO
LO~OS
,... li6.....NH.
O~"'SS ,
I
i
.
.
I/~" SHIM
H
. .
Dsa-Smm-ANNEALeo G:.ASS
FLANGe FRAMe
1x OR 2.x WOOD BUCK
SiANOARD RAIL
TEST UN\T
~ERFORMANOE SUMMAR~
REFEAENCtl pTI,"lpU 1:.\T-91
tiS r SIZe. . Sl.II!l~ x n"
TUT LOADSI .&2.U, -ez.oo PSI'
O&sIGN LOAOS, .Iot.". . lot)! pSP
WATEA INM.TRMION TtST, U pstt
Turta GLASS, ase..3t'H.ANNtA~EJ)
. HAX. JAI1B S(AEW SPACUIQ. I~-Io I)-
~
. f ~ ..
h }:jllll" \$ T"PCON
r, IstCSCk(OUlC DllOW
, 1'011. w.lMqtlt 01" AliCkORSI
. .
!.
1\
\
.
.
1ko' .-4.
tMOrO.
. ~,~ tP.TJ
~OOP O\lct<
. - ,
PLAN VIEW
NON.IMPAOT RESI6TAN~
.
rwW10;r
. :.......
A
- '
Dsa.3lM\.ANNeAlEO G\.ABS:Sm RAIl,
WINO OW COMI'ARATMi
ANAl.YSIS CHAIrS'
WllIllCW ,OeSltlN LOAD CAI'ACIlY. PSP
CUo\!lISlOlI. WOOD SCIlEWS ' 'fAPCOtlS
~tl ~r ~mJt mlTlvc HtGATlVC I~IttJlI'DS\t'v, I<CC"lI'It
..',?:.'f!. It" 11M It" !H,l
I 'f 'I).)' llD.T uS" "i4L.i
~ilr- 11 lU - .;:i iii,J n, ~"i)~r" .m.~;;:,.".
tji:ti,' -1'iJ" '''It. U I .s&., "sir.
".111 1),1 I," UJ 1611
'lCl.'iia .... .i; UM u.iu. it;.... . "W~h::
... " 11..'" UJ 61,) - I" ii.i~M' . ,t1 I",,; ""...,
"s,:i'ii' ... uS ;.3'''. - 1".,-' ., ,t,;' .
'M" 1),' "". 'U ItU
1,:,,1 .",.J6 1'1 .. n,j '\11."" I" .....1'11.H. ,. if:i-
.. if" iI.. "'. . .;j~ I .,u. n .. ,;j'-' ~ .iiJ-'
'i j~',i. . . ""j' f, . ',ri"~" t4<'4 ~ ts l'li
If.I" . f~ ". ~~!;~ _ '.).~ . 11/0,'
r.:VI' J);~. .."t.!,I. U. . lito!. -.~~!..,
"'51-' II III IU II.' It.' 11.0
';j:t,. , ...:.. . '. 41.4'" . Ifil... .. I U......
I,.VI . UJ llU It,) IlS,J
ii.v,' A. rn... .!.!. . .:~~~.~~ f. \1J . ;)"4 .. ~.c.! No
"a';"' !.!;,) ... U,., ..JH,.. ""J_I}.._
.li~~ ",'~ .1U u... ~_,
'i,:,;,' . ~
HI/.11l P/oAtlt11i(fllllfeocAtU k4. 0'
Al<(~U Ptlt J~H'
.-
..
<;- f~ l.tI~.
I.. HAX U YP.I
It""P.1
I-L~
~b
. IJ
r -@ i~
_ B
T,.,
,01'". i
~~
n
~~
4T~
LL L.'~;'fPJ
, "HAl(.
tf'fP,l
II~
.I /7
CB)': f-; <
oJ , I
~f?/
~ 'W.
I oJ
ELEVATION
fUNGI! FRAME '
SINGLa HUNG WINDOW
~ HUTtlUll
~ CREATED 11/11/02
120
SEC.
MPH
GUST
3
r
DE
"'"
D AN5CO
eNGINee~ING, PA.
P.o. sox 340(Z) .. APOLL.O aeA~ . FL.OfQIPA .. ~3&'2
PI-4ONE .. (813) 64& 12>166 FAX .. (813) 64& ca6<a8
Ea. 45'" 'C'THE~ DRA\\INGS MID DESIGNS ARE 1HE JOINT PROPERlY Of DANS<:O ENGINEERiNG, P,A. AND THE
liioII \'::JCUENT 00 THIS PROJECT, ANY REPROOUCllON 00 UNAUTHOOIZEO USE IS PROHIBITED. - 2003
L.eNNAR ~OMee
8CALE NOTED
DATe, n/~
TAMPA DIVI&ICN
D~u.N
s.v,
DOOR" WINDOW INeTALLATIONe
"-
DE Joe NO. Ft1 .. ~,
.~
80W3-L.
>
:0
..,.
>>
>>
::\.l
n
D
~~
:]:0
9
....
>>
C
:2
.,
r::
o
:E
CD
is
o
<<:
:-..
,
<<:
:L
.1-
;Q
-
:c
<<:
z
Ii!:
.u
...J
-
...
:9
>>
::\.l
:)
;Q
-
;Q
>&:::
g
...J
:c
-
~
PRODUCT CATEGORY SUB CATEGORY MANUF AC TlJRER FL '* EXPIRATION DATE PRODJC,T CATEGORY SUB CATEGORY MANUFACTlJRER FL '* EXPIRATION DATE fROD\JC. T CATEGORY SUB CATEGORY MANUF AC TlJRER FL '* EXPIRATION DATE
STRUCTlJRAl COMPONENT CONNEC TORS (MASONRY/CONCRETE) SIMPSON STRUCTlJRAl COMPONENT CONNEC TORS (MASONRY/CONCRETE) USP POORS HOOD ENTRANCE LAHSON INS. FL 122'1 12/05/2005
STRUCTlJRAl COMPONENT HET A20 SIMPSON FL 414 10/03/2005 STRUCTlJRAl COMPONENT HT A20 USP FL 8>21 10131/2005 ~INDOHS FIXED HINDOHS LAHs()N INS. FL 1230 12/05/2005
STRUCTIJRAl COMPONENT tvlET AI2 SIMPSON FL 414 10/03/2005 STRUCTIJRAl COMPONENT HTA20-18 USP FL 85'1 10131/2005 ~INDOHS FIXED HINDOHS KINCO FL 125 0<1/11/2005
STRUCTlJRAl COMPONENT METAI6 SIMPSON FL 414 10/03/2005 STRUCTlJRAl COMPONENT HTTI6 USP FL 8>21 10131/2005 ~INDOHS FIXED HINDOHS BETTER BIL T FL 616 PENDING
STRUC TIJRAl COMPONENT MET A20 SIMPS()N FL 414 10/03/2005 STRUCTlJRAl COMPONENT HTT22 USP Fl821 10131/2005 ~INDOHS FIXED HINDOHS FLA. EXTRUDERS (MILESTONE) Fl44 0'1/02/2005
STRUCTlJRAl COMPONENT HTTI6 SIMPSON FL 503 10/03/2005 STRUCTIJRAl COMPONENT LTSlq USP Fl 8>22 10131/2005 HINDOHS FIXED HINDOHS 6ENERAL ALUM 1 K\NUM FL 255 0"1/24/2005
STRUC TIJRAl COMPONENT HTT22 SIMPSON FL 503 10/03/2005 STRUCTlJRAl COMPONENT l TS20B L!SP FL 822 10131/2005 ~INDOHS FIXED HINDOHS 6ENERAL AlUMiK\NUM Fl 263 0'1/25/2005
STRUC TlJRAl COMPONENT lTTI"1 SI MPSON FL 414 10/03/2005 S TRUC TlJRAl COMPONENT MTS21B L!SP FL 8>22 10131/2005 ~iNDOHS FIXED HiNDOHS 6ENERAL AlUMIK\NUM Fl 16'11 02/04/2006
STRUC TIJRAl COMPONENT L TT20B SI MPSON FL 414 10/03/2005 STRUC TIJRAl COMPONENT IDX2 L!SP FL 816 10131/2005 ~INDOHS FIXED HiNDOHS SiMONLON HINDOHS FL 118 0'1/1'1/2005
STRUCTlJRAl COMPONENT LTTi31 SIMPSON FL 414 10/03/2005 STRUCTlJRAl COMPONENT IDX20 L!SP FL 8>16 10131/2005 ~INDOHS SI NGLE HUNG lAHS()N iNS. FL 1225 12/05/2005
STRUCTIJRAl COMPONENT MTT28>B SIMPSON FL 503 10/03/2005 S TRUC TlJRAl COMPONENT IDX5 USP FL 816 10131/2005 HINDOHS SINGLE HUNG KINCO FL 123 0'1/11/2005
STRUCTlJRAl COMPONENT HTSMI6 SIMPSON FL 1423 12130/2005 STRUCTlJRAl COMPONENT LUGT2 USP FL 8>11 10131/2005 HINDOHS S INGLE HUNG BEDER BIL T FL 663 PENDING
STRUCTlJRAl COMPONENT HTSM20 SiMPs()N FL 1423 12130/2005 STRUCTlJRAl COMPONENT HGAMIO USP FL 81"1 10131/2005 HINDOHS SINGLE HUNG FLA. EXTRUDERS (MILESTONE) FL 42 0<1/02/2005
STRUC TlJRAl COMPONENT MTSMI6 SIMPSON FL 1423 12130/2005 STRUCTlJRAL COMPONENT FA3 USP Fl 822 10131/2005 HINDOHS SI NGlE HUNG 6ENERAl AlUMiK\NUM Fl 254 0'1/24/2005
STRUCTlJRAl COMPONENT MTSM20 SiMPS()N FL 1423 12130/2005 STRUCTlJRAl COMPONENT PAU44 USP Fl 8>21 10131/2005 HINDOHS SINGLE HUNG 6ENERAL ALUM I K\NUM Fl 16"18 02/04/2006
STRUC TIJRAl COMPONENT MSTCM40 SIMPSON FL 1"101 02/18>/2006 STRUC TlJRAl COMPONENT PAU66 USP FL 821 10131/2005 HINDOHS SINGLE HUNG SIMONlON HINDOHS Fl 204 0'1/22/2005
STRUC TIJRAL COMPONENT HD2A SIMPSON Fl 503 10/03/2005 STRUCTIJRAl COMPONENT PHD2 USP FL 8>11 10131/2005 HINDOHS SI NGlE HUNG ENERGY SAViNGS PRODS. OF Fl FL iq50 03/12/2006
STRUCTlJRAl COMPONENT HD5A SIMPSON Fl 503 10/03/2005 STRUC TIJRAl COMPONENT PHD5 LISP FL 811 10131/2005 HNDOHS DOVBlE HUNG ENERGY SAViNGS PRODS. OF Fl FL 1<153 03/12/2005
STRUCTIJRAl COMPONENT HD6A SIMPSON FL 503 10/03/2005 STRUC TIJRAl COMPONENT PHD6 USP FL 8>11 10131/2005 HINDOHS HORIZONTAL SLIDERS lAHSON INS. Fl 1226 12/05/2005
STRUCTIJRAl COMPONENT HD8>A SIMPSON FL 503 10/03/2005 STRUCTlJRAl COMPONENT PHD 8> LISP FL 811 10131/2005 HNDOHS HORIZONTAL SLIDERS SiMONLON HINDOHS FL 203 0'1/22/2005
STRUC TIJRAl COMPONENT HDIOA SIMPSON FL 503 10/03/2005 HINDOHS HORIZONTAL SLIDERS KINCO Fl 124 0'1/11/2005
STRUCTIJRAl COMPONENT HDI4A SiMPs()N Fl 503 10/03/2005 HINDOHS HORIZONTAL SLIDERS BETTER BIL T FL 610 PEND I NG
STRUCTIJRAl COMPONENT HDI5 SiMPSON FL 503 10/03/2005 PRODUCT CATEGORY CONNECTORS (HOOD) USP HINDOHS HORIZONTAL SLIDERS FlA. EXTRUDERS (MILESTONE) FL 43 0'1/02/2005
STRUC TIJRAl COMPONENT HGT2 SiMPSON FL 414 10/03/2005 STRUCTIJRAl COMPONENT RTI1 USP FL 816 10131/2005 HINDOHS HORIZONTAL SLIDERS 6ENERAL ALUM I K\NUM FL 254 0'1/24/2005
STRUC TIJRAl COMPONENT HGB SIMPSON FL 414 10/03/2005 STRUCTlJRAl COMPONENT RT20 USP FL 816 10131/2005 HINDOHS HORIZONTAL SLIDERS GENERAL AlUMIK\NUM FL 16'18> 02/04/2006
STRUCTIJRAl COMPONENT HGT4 SIMPSON FL 414 10/03/2005 STRUCTIJRAl COMPONENT RTI6 USP FL 816 10131/2005 HINDOHS MULLIONS LAHSON INS. FL 1221 12/05/2005
STRUCTIJRAL COMPONENT LGT2 SIMPSON FL 1423 12130/2005 STRUC TlJRAL COMPONENT RT16-2 LISP FL 8>16 10131/2005 HINDOHS MULLIONS KINCO FL <151 11/04/2005
STRUCTIJRAL COMPONENT MGT SIMPSON FL 1423 12130/2005 STRUCTIJRAl COMPONENT MTWI2 USP FL 8>20 10/31/2005 HINDOHS MULLIONS FLA. EXTRUDERS (MILESTONE) FL Cf14 PENDING
STRUCTIJRAl COMPONENT HGAIO SIMPSON FL 1423 12130/2005 STRUCTlJRAL COMPONENT MTHI6 USP FL 8>20 10131/2005 HINDOHS MULLIONS 6ENERAL ALUMIK\NUM FL 1252 12/03/2005
STRUCTlJRAl COMPONENT HGAMIO SIMPSON Fl :423 12130/2005 STRUCTlJRAl COMPONENT MTWI8> USP FL 8>20 10/31/2005 l=XTERIOR DOORS SLIDING LAHS()N INS. FL 1228> 12/05/2005
STRUCTIJRAl COMPONENT MSTAM24 SIMPSON FL 1"101 02/18/2006 STRUCTIJRAl COMPONENT HTHI6 USP FL 8>20 10131/2005 ~XTERIOR DOORS SLIDING KINCO Fl 126 12/05/2005
STRUCTIJRAl COMPONENT MSTAM30 SIMPSON FL 1'101 02/18/2006 STRUCTlJRAl COMPONENT HTH20 USP FL 8>20 10131/2005 l=XTERIOR DOORS SliDING BEDER BIL T (MI HOME PROD) FL 561 12/30/2005
STRUCTIJRAl COHPONENT HM'1 SIMPSON FL 1423 12130/2005 STRUCTlJRAL COMPONENT SPT22 USP FL 8>11 10131/2005 l=XTERIOR DOORS SLIDING FLA. EXTRUDERS (MILESTONE) FL 45 0'1/02/2005
STRUC TlJRAl COMPONENT MAS Si MPSON FL 414 10/03/2005 STRUGTlJRAL COMPONENT SPT24 L!SP FL 8>11 10131/2005 l=XTERIOR DOORS SLIDING 6ENERAL AlUMIK\NUM FL 264 0'1/25/2005
STRUCTlJRAl COHPONENT ABU44 SI MPSON FL 414 10/03/2005 STRUCTlJRAl COMPONENT SPT4 USP FL 821 10131/2005 ~XTERIOR DOORS SLIDING SiMONLON HINDOHS Fl 184 0'1/22/2005
STRUC TlJRAl COMPONENT PHD2-SDS3 SIMPSON FL 503 10/03/2005 STRUG TIJRAL COMPONENT SPT6 L!SP FL 8>21 10131/2005 l=XTERIOR DOORS SLIDING THERMO- TRU CORP. Fl 1110 11/20/2005
STRUCTIJRAl COMPONENT PHD5-SDS3 SIMPSON FL 503 10/03/2005 STRUCTIJRAl COMPONENT A3 USP FL 8>20 10131/2005 ~XTERIOR DOORS SHINGING LAHSON INS. FL 122'1 12/05/2005
STRUC TIJRAL COMPONENT PHD6-SDS3 SIMPSON Fl 503 10/03/2005 STRUCTIJRAL COMPONENT A34 USP FL 816 10131/2005 l=XTERIOR DOORS GARA6E DOORS ClOPAY BULlDING PRODl!GTS FL 542 12/12/2005
STRUCTURAL COMPONENT PHD8>-SDS3 SIMPSON FL 503 10/03/2005 STRUGTlJRAl COMPONENT MP4F USP Fl821 10131/2005 l=XTERIOR DOORS GARAGE DOORS HArNE DALTON DOORS Fl 881 11/04/2005
STRUCTIJRAl COHPONENT LTAI SIMPS()N FL 1423 12130/2005 STRUC TlJRAl COMPONENT LSTAI2 USP FL 8>16 10131/2005 l=XTERIOR DOORS SHINGING JElD-HEN FL 4"18> 10131/2005
STRUCTIJRAl COMPONENT LSTAI5 USP FL 816 10131/2005 l=XTERIOR DOORS SHINGING JElD-HEN FL 53'1 10131/2005
STRUGTlJRAl COMPONENT LST AI8> USP FL 8>16 10131/2005 l=XTERIOR DOORS SHINGING PLASTPRO 1 NCJNANY A PLASTICS FL 1321 12/15/2005
PRODUCT CATEGORY CONNECTORS (HOOD) SIMPSON STRUCTIJRAl COMPONENT LSTA24 USP FL 816 10131/2005 l;:XTERIOR DOORS SHINGING THERMO- TRU CORP. FL 118>5 11/21/2005
STRUCTIJRAl COMPONENT H25 SIMPSON FL 414 10/03/2005 STRUGTIJRAl COMPONENT LSTA30 USP FL 816 10131/2005
STRUCTlJRAL COMPONENT H5 SI MPSON FL 414 10/03/2005 STRUCTlJRAl COMPONENT LSTA36 USP FL 8>16 10131/2005
STRUCTIJRAl COMPONENT Hl SIMPSON Fl 414 10/03/2005 STRUCTlJRAl COMPONENT MSTC40 USP FL 811 10131/2005
STRUCT1JRAL COMPONENT HIO SIMPSON FL 414 10/03/2005 STRUCTIJRAl COMPONENT MSTC52 USP FL 817 10131/2005
STRUCTURAL COMPONENT H10-2 SIMPSON FL 414 10/03/2005 STRUCTlJRAl COMPONENT MSTG66 USP FL 811 10131/2005
STRUCTIJRAL COMPONENT HI6 SI MPSON FL 1423 12130/2005 STRUCTlJRAl COMPONENT MSTCI8> USP FL 811 10131/2005
STRUCTURAL COMPONENT MTSI2 SIMPSON FL 414 10/03/2005 STRUGTlJRAl COMPONENT KCC44 USP FL 822 10131/2005
STRUC TlJRAl COMPONENT MTSI6 SIMPSON FL 414 10/03/2005
STRUCTlJRAL COMPONENT MTS20 SI MPSON FL 414 10/03/2005
HTSI6 SI MPSON Fl 538> 10/03/2005 PRODUCT CATEGORY MASONRY HANGERS USP
STRUCTIJRAL COMPONENT
STRUCTIJRAl COMPONENT HTS20 SI MPSON FL 538 10/03/2005 STRUCTIJRAl COMPONENT NFM USP FL 518> 10/0<1/2005
STRUCTlJRAl COMPONENT SPI SIMPSON FL 414 10/03/2005
STRUCTIJRAl COMPONENT SP2 SIMPSON FL 414 10/03/2005 PRODl!G T CATEGORY SUB CATEGORY MANUFACTlJRER FL '* EXPIRATION DATE
STRUCT1JRAL COMPONENT SP4 SiMPSON FL 414 10/03/2005 STRUc TIJRAl COMPONENT CONCRETE LINTEL CAST CRETE
FL 158> 0<1/18>/2005
STRUCTlJRAl COMPONENT SP6 SiMPSON FL 414 10/03/2005 STRUCTlJRAL COMPONENT CONCRETE LINTEL LOTT'S FL 1441 03/11/2006
STRUCTIJRAl COMPONENT SSP SIMPSON FL 1423 12130/2005 STRUCTIJRAl COMPONENT CONCRETE LINTEL HEIKIHA FL 1418 03/11/2006
STRUCTlJRAl COMPONENT DSP SIMPSON FL 1423 12130/2005 STRUCTIJRAl COMPONENT CONCRETE LINTEL COMMERCIAL FL 1/14 03/12/2006
STRUC TIJRAl COMPONENT A23 SIMPSON FL 414 10/03/2005 STRUCTlJRAl COMPONENT CONCRETE LINTEL MARION MASONRY Fl 2155 03/2'1/2006
STRUCTIJRAl COMPONENT A35 SIMPSON FL 414 10/03/2005
STRUC TlJRAL COMPONENT LTP4 SI MPSON FL 414 10/03/2005
STRUCTIJRAL COMPONENT LGT2 SIMPSON FL 1423 12130/2005 PRODUCT CATEGORY SUB CATEGORY MANUF AC TlJRER FL '* EXPIRATION DATE
STRUCTIJRAL COMPONENT MGT SIMPSON FL 1423 12130/2005 ROOFING ASPHALT SHINGLES GAF Materials Cor. FL 18>3 0<1130/2005
STRUC T1JRAL COMPONENT HGT2 SIMPSON FL 414 10/03/2005 ROOFING ASPHAl T SHINGLES CERTAIN TEED CORPORATION FL 250 0'1/24/2005
STRUC TlJRAL COMPONENT HGD SI MPSON Fl 414 10/03/2005 ROOFING ROOFING TILES MONIERL LIFE TILE FL 560 11/04/2005
STRUC TIJRAl COMPONENT HGT4 SI MPSON Fl 414 10/03/2005 ROOF ING CEMENTS- ADHESI VES-CO A TI NGS TROPICAL ASPHALT PROD CORP FL 148>3 01/06/2006
STRUC TlJRAl COMPONENT LSTAI2 SIMPSON FL 1'101 02/18>/2006 ROOF ING UNDERLA YMENTS TAMKO ROOFING PRODUCTS, INC FL 1144 02/10/2006
STRUCTlJRAL COMPONENT LSTAI5 SIMPSON FL 1'101 02/18>/2006 ROOF I NG CEMENTS-ADHESIVES-COA TINGS TAMKO ROOFING PRODUCTS, INC FL 141'1 01/06/2006
STRUC1lJRAl COMPONENT LST AI8> SIMPSON Fll'1OI 02/18/2006 ROOFING ROOFING FASTENERS SENCO PRODUCTS FL 2Z11 04/05/2006
STRUC T1JRAL COMPONENT LSTA24 SI MPSON FL 1"101 02/18>/2000 STRl!GTlJRAl COMPONENT DECK-ROOF ENGLERT,INC FL 2266 04/13/2006
STRUCT1JRAl COMPONENT LSTA30 SIMPSON FL 1"101 02/18>/2006
STRUCT1JRAL COMPONENT LSTA36 SIMPSON FL 1"101 02/18>/2006 PRODUCT CATEGORY SUB CATEGORY MANUF AC TIJRER FL '* EXPIRATION DATE
STRUCT1JRAl COMPONENT LSTI4'1 SI MPSON FL 414 10/03/2005 STRl!GTlJRAl COMPONENT ENGINEERED LUMBER TRUS JOIST FL 1630 02/13/2006
STRUCTIJRAl COMPONENT MSTC28> SIMPSON Fl 414 10/03/2005 S TRl!G TlJRAl COMPONENT ENGINEERED LUMBER BOISE ENG. HOOD PROD. FL 1644 03/12/2006
STRUC TIJRAl COMPONENT MS TC40 SIMPSON Fl 1'101 02/18/2006 STRl!GTlJRAl COMPONENT ENGINEERED LUMBER BOISE ENG. HOOD PROD. FL 1645 03/12/2006
STRUCTlJRAl COMPONENT MSTC52 SIMPSON FL 1'101 02/18>/2006
STRUCTURAL COMPONENT MSTC60 SIMPSON FL 1'101 02/18/2006
STRUCTIJRAl COMPONENT MSTCI8> SIMPSON FL 1'101 02/18/2006 PRODUCT CATEGORY SUB CATEGORY MANUFACTlJRER FL '* EXPIRATION DATE
ROOF vENTILATORS SOFFITS KAYCAN LID FL 1"165 04/05/2006
ROOF VENTILATORS SOFFITS KAYCAN LID FL 1146 12/1"1/2005
PRODUC T CATEGORY HAN6ERS SIMPSON ROOF VENTILATORS SOFF I TS CAMERON ASLHLEY BUILDING FL 400 11/24/2005
STRUCTIJRAl COMPONENT HUS26 SIMPSON FL 414 10/03/2005 OTHER MODIFIED BITIJMEN CERTAiN TEED CORP-ROOFING FL 41'1 10/02/2005
STRUCTlJRAl COMPONENT HUS26-2 SIMPSON FL 414 10/03/2005 OTHER TYYEK HOlISE HRAP DUPONT FL 2145 PEND I NG
STRl!GTIJRAl COMPONENT HUS 28> SIMPSON FL 414 10/03/2005 OTHER GLASS BLOCK PITTSBURGH CORNING CORP FL 250 0'1/24/2005
STRUCTlJRAl COMPONENT HUS28>-2 SIMPSON FL 414 10/03/2005
STRUCTlJRAl COMPONENT HUS210 SIMPSON FL 414 10/03/2005
STRUCTIJRAl COMPONENT HLlS210-2 SIMPSON FL 414 10/03/2005
STRUCTIJRAL COMPONENT HGlUS26 SiMPSON FL 414 10/03/2005
STRUCTIJRAl COMPONENT HGlUS26-2 SIMPSON FL 414 10/03/2005
STRUCTIJRAl COMPONENT HGlUS28> SIMPSON FL 414 10/03/2005
STRUCTIJRAL COMPONENT HGlUS28>-2 SIMPSON FL 414 10/03/2005
STRUCTIJRAL COMPONENT HGlUS210-2 SIMPSON Fl 414 10/03/2005
STRUCTIJRAl COMPONENT HUSC26-2 SiMPSON FL 414 10/03/2005
STRUCTIJRAl COMPONENT HUSC28>-2 SIMPSON Fl 414 10/03/2005
STRUCTlJRAl COMPONENT MBHA SIMPSON FL 538> 10/01/2005
STRUCTIJRAl COMPONENT ITT SI MPSON Fl 414 10/03/2005
PRODUCT CATEGORY ANCHOR SYSTEMS SIMPSON
STRUC TlJRAl COMPONENT HEDGE ANCHORS SIMPSON FL 402 10/01/2005
STRUCTIJRAl COMPONENT SLEEVE ANCHORS SIMPSON FL 402 10/01/2005 , D I: D ANSCO '"
STRUCTIJRAl COMPONENT DROP IN ANCHORS SIMPSON FL 402 10/01/2005
STRUCTlJRAl COMPONENT THD TITEN HD SIMPSON FL 2304 04/06/2000
STRUCTlJRAl COMPONENT rrn TITEN SCREH SIMPSON FL 2355 04130/2006 ~ CREATED 04-05-04 ENGINEERING, PAil
p.o. sox 3~ - APOLLO 6EAC44 - FLORIDA - 33&12
PRODUCT CATEGORY CHEMICAL TIES SIMPSON ~ - (813) 64& ~166 FAX - (813) 64& ~<a8
STRUCTIJRAL COMPONENT SET EPOXY SIMPSON FL 402 10/01/2005 E6 4&10 @ mESE DRAWINGS AND DESIGNS ARE mE JJINT PRCf'ERTY OF DANSCO ENGINEERING, PA. & mE
CtJENT ON mls PRO.f:CT. ANY REPROOUCnON OR UNAUmORIZED USE IS PROHIBITED. - 2004-
STRUCTIJRAl COMPONENT ET EPOXY SIMPSON FL 402 10/01/2005
STRUCT1JRAl COMPONENT AT ACRYLIC-TILE ADHESIYe SIMPSON FL 2304 04/06/2006
5CALE NOTED DRAlLN 13.V.
DATE 41&1~4 N:/BLOCKS/STD 2001
FLORIDA FRODUCT AFPROvAL
-_............Y'^- ~ - .It \.... eFPA ~