HomeMy WebLinkAboutBIN B-5 PERMIT 4360
="",,-- -...-~ ~ ~
LATEST DATE: IN PROCESS DESCRIPTION:
REVISION DAm:
09/24/03
07/20104 E.W.O.#1373
/Ai~I:BJI
.~
I FIL.L. CEL.L. LUlMAeONRY MIX TO
COVER PIPE. (A~x. 3 COUR5ES)
NO VERT. RE6AR REQlJIRED .dti'}1.t?)11
1".4'1
~~
Lf)
a~
QC'~
C~
tJ
1.<1'./7.)11
"./7.)" ".'::'''
1':l,'_~"
".10" "..::."
FOUNDATION NOTEo:
1. oEE o14EET oN! FOl'( TERMITE Fl'(OTECTION
6PECIFICA TlONe
2. A FOUNDATION OUR'lEY o14ALL BE FERfORMED
AND A COFY OF T14E oUl'('lEY e14ALL BE ON TI-lE
61TE FOR T14E BUILDIN6 INSFECTORe USE. OR, ALL
FROPERTY MARKERS 614ALL BE EXF06ED AND A
eTRING oTRECTC14ED FROM MARKER TO MARKER
TO 'lERIFY REQUIRED oET6ACKo.
~
,
".4" ".10"
".4"
3'.t?)"
1'.0"
".4"
1'.110"
3'.10'
8" thlcl<&1 edee
wi 1-S cont-;--
14~;.-t 1
-..-!.J___ ____1.II!____!I__L..:--I!-I!___ -_'! --,. ~---------------..---I_-------~I---- IIr--_I.____~_____I!_____.!I ------l.!l--..,1I
/].- ::., IIi
r-- --------------------- --- -, u.. /"; '" I"'--~-------------------------,
fj'l L \
... :::
j[~~ =
ELEVATION <';
(-) ~'-.3 1/2" if
P,'.?" M.G. I. It?>'
~
~
;
I
~
~
I
r
;
I
~
;
,
~
?'.4"
l,,'.P,"
!
11/7.)" I.' II ~O\"~,
., ~
, -,/4' CJ. .~. .1
I '" i ~ , 1/ /
, " !,," II ...... JI .' /-1 /
l ',J :c:.. ----- 1.,;____,;;1.) /V ___
--------------t
~ ELEVATION AT ~'.~' (AS$UMED)
l?'.lc1)" Fr 3 1/'2' MIN. (4' NOl'1INAL)
I I ~ ~ CONC. 5LA6 ON GRADE
I I ::::: 2 . 1tj'5 Dl~ _ WI bxb Wl.4xUJ1.4 ME~ IN TOP
, I C':' OF I 1/'2' OF 5LA6 OR 4'
III @ t AT ALL lNiERlOR FISER ME~ CONC. 5LA6
I I> 5LA6 ~ OVER b MIL vAPOR 6ARRIER
_ r-- I J5 1fl (1!flCAL) ~ ON CLEAN, ll.ELL-COMPACTED,
~ , I 3 ~ TE~ITE n~EAreD, GRANULAR
i lj-~ ~ ~ ~ FILL.
~ EL-/
, In=-
i i ,::,'.It'}'' '--. .- I
I I -!:
I I
.' I
I ,
I ,
I I
I I
I I
I I I
J I
INDICATES I .41&
1 I veRT. IN CONC. MASONRY I
" eLK. FIL.L.ED SOLID WI I
I I CONC~ !-lOOK INTO eEAM L
" Aev. AND FT~. eELOW.
I I , ~/4"CJ
I I I
11---C----------t---
, '. I =
.1 It'r , I C';<
I ~ V~ ~ I ~
I ~ I
I ("'> I
I ?d'.411 I
~ I ' ~
! ! I !:D
I 1 ,
I I
1 '4'. "?'.~" I
I
1 I
I ,
I ,
1 I
.' /4"CJ
14.6-:+-t it .I :
-f~~tl--- --_ -- I
· r~-- ~ Q 1
~ V ~ I
I
· I n
I-E-
,
,
,
I
I
I
I
I
.1
\I
~
....::
";'
~
=-
I
!::
"'1
~
I
I
,
I
~l II
6IM~:=
I
!
I
i
1
,
,
, .
I~
'u
I
,=
,'<t
,
({\
~
,
~
~~
U "'=:l ~
A nOC
~~~
OO~
y---'~
u
""
I-
i- l
I
I
I
I
I
,
,
L_
~
I
~
~
,
~
~0
,//.~
~ ___ DJ~
=-, :at
~ ~
~
(J\
~y
fF\
\23/
;
I
~
~
\31
I II
I I
~!
~'.t?> 1I.k-1) I
! !
r/~/~ cjj
~~~>--~~ : I.
/ RE~E;~e~ ~ - I f
~17 HE~ '" t/; /-TU6 --'t\ I
?~/////////%:t - - - - -1-" t
~ "---/r 1
&" LUIDE Tl-lICKENEd ,
eooe LUI (!) lIS CCNt. III
FOR 51-!OWER t
RECESS ~ '
( A, I
~!
,
I
I
Till
I
4'.P.." ,
___J__ R ___l_,____-L I i
--=-1=-=--=-\ 51 i lU. 'I D. II I
/ IREr-. :~~ I:' ':'
~ ~~~~~~-----t------~-- ~ -------------~------~----~~
:: t/ / I I I 14AN6EN--L-;----I---.:h
v, /1 / I --,-...-~--- 60X -~xo U. Q,LL I
$ IfI' I - Jr /'-1, II
I - ~ (lU~)
I '-..Y
1
!
~
~
----------- -------T-------------~--------
3/411 RECE55!FOR GAR. DR. _ l-
_ _ #_1-
- l'::".t'}" - "V I. l'.P"1I [
':.
,
~
,~
I'.~ <&>
.J.. EL.EvATION
'f' (.) ~'.3 112"
~
I
~
N
ln~
~~ a;
O~ 0'-'
I ~8
<{U'l N
Q~ .oe;1
0..
oc--- <i@
l)~ ;;:;1ll
()~ 13-
z~
-lc() ,,"-
I.L" i5~
to- 1 ' o~
bl::>
zft} ::tX ~~
0"'1: ~~
<{~ "'1:1.L ~ /::i!'
ill ~~
tn U'l
'T if 25
Q~ () . >-~
-l~ tn ~g
-l~ UJ
ill ~~ ;:;8
~~
~ "'1:U'l """"
''T 13~
E:}~ ~tj
o~
~~ ~if
(i'\c() 8""
" ~~
X, ~~
~~ ~>-
wi5
i!'o
.() 9
Q::t
lLlL
~
~
"t?>'.l "/4"
1.00Inll?'.t?> In"
~
,
~
a,
I
N
lC2'1I DIA.
1/2 COL.
IICI~TYFICAL AT
A GARAGE)
1
S
"1
~
S
~
PARTIAL FOUNDATfON PLAN -6) ELEV,
~
I
~
~
,
; t:
i.e-
I
~ ~
r
~
1/4" = 1'-~"
-0.-;:::;-- --1- ---
1
,
,
I
I
I
7/ft"C~
~
I
~
;
I
, I ~
;
,
if'
//
// /
/~~,
I
/ , I '
// ,
/.- _.J__,
/0'-" I d
/ ,(r~, I /j'
/ ,(7 /"'\: q
/-:{ I) ~~~~.
',( I) )'-1 ~
";{J- ~
7~ :.e-
1'.01'. (!)
ALL WORK SHALL COMPLY WITH ALL
PREVAILING CODES, FLORIDA BUlLDl1-iG
CODE, NATIONAL ELECTRIC CODE AND
ClTY OF ZEPHYRHlLLS ORDINANCES
0:
,
::.,
1,,'.11"
!
REVIewED
,JUN 0 1 L005
fA\
\V
"
II)
~
gE
Un
~c<\~
1:x -
~U
~~~
~~&
...Jj[ .
~~~
o'3j
1.<1'.'"
0I'.1c1)"
d'.2"
<) FOOTING 5C+-4EDULE <)
!
~
I
r
DEPTI1
12' DEEP
16' DEEP
MK. · 51ZE
Fl 2'.l!:)'x2'-Ii!)'
F2 2'-6'x2'-6'
RElt-a=oRClNG
(1) 1& . 6' OC. EAC14 WAY
(1) 1& . 6' 0 C. EAC14 WAY
~
I
~
@V
~
@ ~ ~ ~ ~ .
[!!,
D ~ .
P i!V i!V l!eJ
~ ~ ~
@!l [fJ !}:J
d (ij ~ ~ ~ @
2) 'i? @ ~ ~ ~
@
d ca
~ ~
@5
@ I?
~
I!!l
to, ~
~ ca [!!] ca a:l
~~ ~ 2S c:!J
[!TI @ ~
= i ~ @5 I?
~ ~ ., @ @ @
@ @, !?
~
.J
~~
FILL CELL. LU/MASONRY MIX TO
COVER PIPE. (A~x. 3 COU~S)
NO VERT. RE6AR REQUIRED
~
I
c-..
fC\
01'. t'} " "'.t'}" ~'.t?>"
~ I I .. ELEVATION
=; I I .....: (-) ~'-3 1/2"
~ I 'I iL
I , -to,
, I t- =
I / ~ 'T'- 'T'-'-'-'-'-' ~_. :..~/~._._._._._.- ·
~~4______ -----"!J -1..__ _~ ~
/ I, ;.- I
/V.------ ~------.. II I ~
y +---------1..----------;--
'::".2" !~" !j 1P,'./7.)1I
!
, ~14.6.
I.,.
'" /
;
,
~~
~
I
~
~ MIN. 1/8" IN WIDTH
;:/
~ IN DEPTH
" I
., :, ~ ...~' ~' '4
" " "" .: '
, .e, 4 ." ""
.. 4"..
.. ,., . ',". ~
, .' .. " ;-..,
4 ,.." ~ ,', ~..,
. .
fA\
''-.If
7 ELEY 'C'
~y
SAW CUT CRACK CONTROL
JOINT. CUT TO BE MADE
WITH1'I 24 HOURS OF
CO~CRETE PLACEMENT.
'-.-.-.-p.-.-.
~
,
~
:;
I
~
'.
;
I
~
. '
p"J1
>
:c
~
1
~
6R1C~1.
FAVErl<5
;
,
~
~ ~
~ ~ 0
II ---~ %
~l ' , ~ /:- --' ...:8Ii~ Fl
~ " / /.. Ir ~
~',,---------------_./'/~ ~ '~
~~iii~ - - ,,1iity A ~
I
I NOTE:
I REFER TO ELEvATIONe
FOR TYPE OF COLUMNe
IN5TAl..LED AT ENTRY
I TO EN5URC PROPER .,..
I FOUNDATION RCINFORCEMEN 1
~F ~ J 16EFORE ANY CONeTRUCTION
( 1"-' V .) , BE~IN5.
411 ~~~, OI'.P"" i
------- ____ __~---- _____________________J
I 3/41 RECESS FOR GAR DRiu..
-= -=/
I
/
....
:D
D
:-oJ
St
o
CONCRETE
SEE GE~ERAL NOTES
AN D MIX REQUIREME.'IITS
FOR PLACEMENT.
.-
.! ! -
~
I
i'r
II
..-.
....
:'.)
..
....
/ Fl'iISHED CONCRETE PLOOR
SAW C1.:T
~ ~~OOD"'~'^'~'""m'^~'~
~~~,.. . .." " :0 ,'..; ~'. :,' ':~~
':&.: ....:~J ,.~._.....,.: :..' .'~ .~ ,....~
~~
;
r
~
~
,
o
D
>
o
Z
DATE:
05-115-02
SCALE:
AS NOTED
DRAWN BY:
ra n !L. !L. VANCE
AUTOCAD FILE NA.1\1E
11827
ENGl~EER OF RECORD:
DANSCO
ENGINEERING. P.A.
SHEET DESCFJPTION :
f'OUNDA liON
PLAN
~
~
I
c-..
-
'-
J..
~.
>')., \\~
51
"\~
...
IV' J~'
" ;
S) ~$'~
-~~~
#cS~v O~
...,'W
\)
<(
,~
at
,.
o
~
z
3
.L.
,
,
~~
?'.d'.
2'.'1" ll'.4" :\'..<ill
?'_P,"
.<i'.It?>"
&".?'.
".4"
11'.1/7.)11
It..'.t?.)''
10.'.,4,11
.1'.4" 1'.8"
1'.B"
I
I
SA W CUT CRACK CONTROL JOINT
o eAMUEL A. GREENBERG, FE. 4134241:)
o Tl--lUY 14. ~UYN~, P.E. ~e>122
o IRWIN J. 6ENoON, P.E. .4~1!:;8
4.tI) I . c1) II
....
-
:z:
:!:I
:z:
-
j ELEVATION
'f -( ~r(!)' -3" 1/211
;::>
~
:I)
~
;::)
....
:-..I
:lO
-
TO THE BEST Cf THE OOItaR'51<NO.1.l.EDGE AND 6ELIEF, THE
5TRXt1.JR4. ftA\l5 ~ 5FECfICATla-t5 ca1FL Y lUlTl1 THE
R.ORIDA 6UILD~ CODE, OEcrl~ 16~ FCR 12e> MPJ.t 3 OECOO
005T, ~ '6' WINO ZOOt: (2001 EDIT100
Tl115 DAA.IJ~ MD DE51GN IS VALID FOR 12 1'1Qi1l1S If1ER T\-E
DATE 15 SIGNED ~ 5EALED.
SIGNED AND 5EALED FOR THE 5~ PORtlCN Cf THI5
D~~"".
r'
~
~
~
JJ
...J
-
"-
CD
....
CD
~
-
lIS
....
lIS
'0
-
~
[FOUND~ l~ON Pl~N
1/4~ · 1'-O~
LATEST DATE : IN PROCESS DESCRI~T10N :
REVISION DATE :
09/24/03
07/20/04 E.W.O. #1373
4iZl'.iZl"
12'.4"
14'-iZl"
1,3'-e"
11'-~"
WALL LEGEND
. INDICA TES FILLED CELL wi (1) #5 VERT.
lJf7//////////~ INDICA TES TOP OF MASONRY @ 8'-0"
~ INDICATES TOP OF MASONRY @ 8'-8"
r.. IJ INDICA TES SHEAR WALL
~ INDICA TES INTERIOR BEARING WALL
4'_~"
S'_~'I
FILL. CELL LUIMAOONRY MIX TO
COVER PIPE. (APPROX.3 COU~S)
NO VERT. RE6AR REQUIRED
I.UI 4' REVEALS
TOPe . SIDES
~ -.:t
Lf)
a <J)
<D
()
QC c
'en
(/)
<D
C E
0
..c
tj
3'-iZ'x3'-iZ'''
AIC PAD
vAUL vAULT
~+---c-
S 1M. 3:1213:12
PORCH
13'-I"x8'-~"
CA T~. CLG.
8'-2"
't BR. 2
1 1~'-3"xl1'-~"
r 8'-~" FLAT CLG.
11'-~"
1.3'-8"
MASTER
STRUCTURAL NOTES
CD
";('4
~
I
5'-4'~
PROviDE (l) *S CONT. IN FILLED F'RECAeT LINTeL
AND (l) *S CONT. IN FILLED KNOCK OUT
6LOCK ABOVE
(2) 2 X.o I-IEADER WI v2' PLY\.UOOD FLITCl-I OOING
(l) olMPOON LoTA18 AT EACt4 END. PRoviDE
(2) 2 x 4 e.u.c. WI (l) oIMP50N L TT2~6 AT eAeE.
,t
1
~ w
~
~
~ lOb
~
~
00 oc
~
g
\J 1 ~
1'-4"
3'-3"
12'- II
-
r
I
-IN
~
I
'<t
~
CD
--~
-4x.o-8 PKT
vAUL TvAUL T
.c:>---+---c-
3:12 3:12
o It
Q)~
~ WIND >>
:.1PL.F
'"
-1
o
t-
<t
-1
u..
~
,
o
8)
PROViDE (1) *S CONT. IN UPoET FILLED P. LINTEL.
():
8
~~
ft---
0((1
<t~
2'_~1I
~'_e;>"
-
N
I I
I('C'\
I
~
,
{\:)
N
'<t
I
(2) 2X8 BEAM (INoTALLED FLAT) WI olMPOON
l-lueC48 CONCEALED FLANGE l-lANGER. EA
END WI (4) .3l1b' , x )3/.4' TAPCONe _ .o.l~d NAILo
(T.O.6. .1'.0' AFFJ
-
C'<'\
I
LEISURE ROOm
14'-~"x2~'-4" I
CA TI-I. CLG.
I
I =
I~
I-
I
o
I ATT I C---'
ACCE&e I
81 L~
~'.2.' 1,3" ." 11
3.... - 4 ~ - 2
~ I
--l
~I
N
'-"
I
(2) 2xe eEAM LL.W oIM$PON LoTAle. EA END.
PROVIDE (2) 2X4 P.T. CRIPPLE oTUDe WI(l) $/MPOON
META2~. EA 6AOE. $PAN BEAM FROM MAeONRY
WALL TO MAeoNRY LUALL.
(()
,
CJ=
-1 "<t .
<t-' ~
3(jJ-l
= wr:O
"<t w 0
u. _, Z (}:o
ill(jJ~u.t-
I'"
\J)"1:
t-Q...
~Q
*~
.t-
I<t
\J).
.nO
NI
N
r($)
U)(]1
~~ i5
-<i ,(]1 ~8
<:tU) ...",
() (l~ n1 ...:,
0.:.
OC" <S@
U ~' ()~ ~~
-l($) zcr.
13"-
U)~ u..'" C5~
, I ~~
:IX ~~
Zw u<:t ~i5
q~ <:tll. ~ /:;;
ill in ~~
lO 't ifi5
Q~ () . !z(5
-l~ lO ~<=
cl~ u
III i5g
o..~ ~~
<:t11) ~~
l't
~~ ~....:
Cu
c~
~" ~if
't!!) t3Vl
"'~ iiE
X, ~iS
2w ~~
.G ;;a
~[ @
NOTE: ATTACl-lI x
LEOGERe ON (3)
&IDE5 FOR LEVELING
&UPPORTo, TOP OF
LE06ER lil 18 1/2" AF F.
-~ BR. 3
_, 1~'-I1"xl1'-4"
~ V AUL TED CLG.
-I
II)
0.5.6. WI
DRYWALL FOR
AIC 6HELF
1:2'-~ "
~
I
'<t r
1 II)
01 =
II)
TRU66
'<t
I
(p TEMP. GL
&l-lOLLJER
II) ENCL05URE
~1_~I,
KNEEWALL 1il 42" AF F.
WI TEMP. C,LAo$ 6l-l0u..ER
ENCL05URE A60VE
~
I
Rl5 1'-1"
O-J
,
~
.t-
~"1:
U'lQ
"'I
-
~
DINING
13'-2"x!0'-~"
v AUL T CLG.
2
'"
10
~
~gQ
I-lAN&EN BOX ~~~
U!
~~~
...J 0:: '
irlttli
u~~
~82
13'-10"
-
(jJ
I
~ I li~~
~~ I I~[~
~~ <t\J)r-
~Q II
=
*O:l
I
J5~
.nt-
","1:
'ei
N'I
-l=
-1"<t
<t.' .
3C()~
wr:-l
woo
2f!:Q
~
~
8
@ ~ . . l!i: CI
I!i ~ [!!:,
0 CI ~ . CI
[? ~ ~ ~ @
~ ~ ~
@!] ir:J [J:::J
d ij W ~ ~ (W
2) \i:I (W ~ 0ll ~
@
d ""
~ ~
g
@ IF>
~
I!!l
'" @
~ '" I!!l <xl <xl
I!!l
~ ~ g 25 t::!l
~ ~ ~ I!!l @ ~
~ g ~ g [?
g ~ @ ~ @
= ~ @ [?
c::!l
~
../
Ale S~ELF DETAIL
FIL.1. CEL.L. LUlMA$ONR'r" MIX TO
COVER PIPE. (APF'ROX 3 COURSES)
NO VERT. RE6AR REQUIRED
DR'r"LUALL RECE
VENT Tl-lRU WALL
lS'-e;>"
~
,
~ . (()
, ~.'
=-u.~
X(}:t-
= "1: "1:
~w .
.' -10
",OI
~
'<t
I
INDICATE5 AREA OF
, /i MODIFIED TRU$&E&
LJ FOR AIC 5l-1ELF -
5EE DETAIL
II)
N
GARAGE =
18'-~"xl~'-~" <?
01
'--I
L ~
=
N
I
'<t
~
,
-
13'-1~1l
= BR. 4
N
, 1~'-8"x1l'-8"
8'-~" FLAT CL
ATTIC
ACCE&o
t2x3.o MIN.
I
I
I
I
/1 ROOF TRU5&E5
Aev. . 24" O.C. v
DATE :
06-116-02
SCALE :
AS NOTED
DRAWN BY :
[8~LIL. VANCE
AUTOCAD FILE NAME
11827
ENGINEER OF RECORD :
DANSCO
ENGINEERiNG. P .A.
SHEET DESCRIPTION :
FLOOR
PlLAN
2
"t
I
-
N
~
4'-T
oeE ELEVATION6
FOR TYPE AND 5TYLE l' _ <2.11
OF COLUMN5 AT ENTR ~
:35 5~ *
HO. AT .0'-8"
II
I
,
1'-4'
4'-8"
1~'-~"
1'-8"
11'-r~"
b'-21l
1~'-41l
FLOOR FLAN NOTES:
1. SEE ol-lEET eN2 FOR COMFONENT 4 CLADD ING
DESIGN PRE6SURE TABLE.
2. SEE oHEET oDWI 4 6DW2 FOR DOOR AND
WINDOW TA6LEo AND INSTALLATION INFORMAT!ON.
3. ALL FLUMBING, ELECTRICAL, AND MECHANICAL
ROUGH-INo MUoT BE COMFLETE, INoFECTED, AND
AFFROVED BEFORE REQUEeTING TI-IE FRAMING
INSPECTION (FER Fac 105h).
4. *-DENOTES EGRESS WINDOW
.
D 5AMUEL A. GREENBERG, FE. *3424&
D THUY 1-1. HUYNH, FE. ~iZll22
o IRWIN J. BENSON, PE. -4~lse
4iZl'-iZl"
IlL
-t
3
1; WIND
~ 38 PL.F >>
FLOOR Pl~N
TO TI-lE BE~T (K T\-E ~INEER'~ KNOIJ.lED6E ~ BELIEF, TI-lE
&TFOC11JRAL PLANS AND &FECfICATIONS CCMFL Y 1lJ1T\.4 me
FLORIDA ElUILDI~ CODE, SECTION 1606 FOR 120 MPJ.l. 3 SECOND
cmT, EXPOOURE '6' WIND ZONE (2001 EDITIC+U
T~IS DRAW1N14ND DES/GN 15 VALID FOR 12 MCNTl-iO AFTER mE
DATE 1$ SIGNED ~ SEALED.
SIGNED AND SEALED FOR T\-E 5TROCTURAL PORTICN Gf Tl-lI$
DRAWING ONL Y.
1/4W · 1'-Ow
)
!
:s
4
:s
:s
.
,
LA TEST DATE : IN PROCESS DESCRIPllON :
REVISION DATE:
09/24/03
07/20/04 E. W.O. #1373
12
5,
RIDGE VENT
~NGLE
R07
STUCCO
FINISH
RIDGE VENT
b hlNGLE -1f5
R07
T.O.M.
~90RATIVE E3 ...........
~CORATIVE 0
I
Fl? """"""'" FIN~ co
FINISH FLOOR UNE
1""-
LINE OF INTERIOR
VAULT AT
MASTER BR.
T.O.M.
T.O.M.
4CORATIVE
FI~~
o
I
co
B
o
I
co
E3
I ~
EJE]!
~CORATIV
FIN~
FINISH FLOOR LI
~CORATIVE
F1N~
FINISH FLOOR LINE
?fs'SDUEMtl
GRADE LINE
\ASSU~ED)
LEFT ELEVATION
SCALE: 1/8" = 1'-0"
RIGHT ELEVATION
SCALE: 1 /8" = 1'-0"
REAR ELEVATION
SCALE: 1 /8" = 1'-0"
~ '<t
L.{)
a m
CD
()
QC c
(/)
~
(/)
CD
C E
0
.r:
tJ
~ w
~
~
C0J] oc
~
~
~ t~rPtDGE 00 oc
~
PICAL) 0
~ ~
SCISSOR
TRUSSES AT
24 O.C.
DECORATIVE
FINISH
T.O.M.
BANDING 4ucco
DOUBLE FINIS~
KEYSTON,E V
SADDLE (lYPICAL)
6" BANDING
T
\
[HE
DDDD
DDDD
DDDD
DDD
DDD
DDD
BR 3
"'"
I
co
FAMILY
ROOM
-
T
\
MASTER B
BR.
-
co
\
-
\D
FINISH FLOOR LINE
SECTION
SCALE: 1 /8" = 1 '-0"
AA
GRADE
GRADE LI
\ASSUMED
FRO NT
SCALE: 1/4" = l' -0"
"A"
ELEVATION
JOINTS IN ~AT14INc,
MIN. 6'_~', MAX. 9'.~'
>>
I
,
TO THE BE5T (A- THE fr<<jINEER'5 KNO.l.l.EDGE AND BELIEF, THE
5TFOC'IURAL FlAN5 AND $fECIFICAT1()l5 ca1PL Y UJI111 THE
R..ORIDA BUILP~ CODE, $ECTICN lh06 FOR 120 M.P.H. 3 5ECOO
Gl.J5T, ~ '6' llAND Z~ (2001 EDITICW.
11115 ~ AND DE51GN 15 VALID FOR 12 ~ AflER THE
DATE 15 51GNED AND &EALED.
51GNEJ) AND 5EALED FOR THE 5~ FORT1CN (A- 11115
DAAlJit'(S eM. Y.
6ACKNAIL. WI (2) 16d NAIL&
2'x4' OUiLOOKER . 24' OIC
I~ 1-13 CLIP
INGLE 2'x4' iOP PLAil:
END NAIL.ED WI (2) 16d INiO &T\JD&
. (2) 16d TOENAILED INTO OUTL.OOKER
5EE &iFa.lCT\JRAL NOTES AND NAIL.ING
5Q.IEDULE FOR ~AT14INc, DETAIL
2')(4' CRO&e e
AT RIDGE FAe
AT EACl-4 JOINT WI
(2) l~dx.3'
SI1'1P5ON eFl
&1 ~ I-ll~ OR EQUAL.
111 EA OUTLOOKER
2'x4' KNEE WAL.L WI eT\Jpe . 24' OIC
24'><24' OR 16'x16'
MASONRY COLUMN
FILLED WI 2~~&t CONe.
$EE FLAN FOR AMOJ-lT tMI
LOCATION OF RE~T
NOTE,
8'xl6' LNITS MAY BE
UOEP LNLE&$ ll.OOD COLUMN
15 FRAMINU ON TOP Cf
COLUMN
. SEAM, e.EE PLAN5
2'X4' PIAGONAL e~lNc, . MID.l-IEIOOT
WI (2) 16d PER CC'N'/ECTION
'L.' 6RACE TO EXTEND .. LEAOT
'3~% OF LLJE6 LENGT14 (5EE T A6LE)
2'x4' CONi. eLOCKING
llJ/ (2) 16d PER JOINT
1MP5CN l-l3
2'x4' CANT. . 24' OIC
51MP50N MT51e TWl5T 5TRA
FROM SEAM TO COLUMN
P.T. DeL. 2 x 4 S.U.C.
ATTACf.4 2-PLIE$ ON EA FACE
WI llZld NAIL5 e 8' O.C.
TYPICAL MASONRY COL.
SCALf; 3/4"=1'-0"
GYPSUM WAL.L. eoA
(2) 16d TI-l~ ~ I.l.E 2) 16d Tl4R~ 6L.OCKINc,
V 2'X6' P.T.6ILL
2'x4' 'T' ON TOP OF PANEL
6LOCKING, FAeiEN WIT &/9' OR 112' CEIl-INc, DCN5E /
l~dx.3' 111 4' OIC GYPeuM WALL. 60ARD FASTENED -.I
WIT14 ad COOl..ER NAIL6 OR I 114' l.ONG
DR'rUJAL.L. $CREI.l.IS CCt1PL. YING WIT14 AOTM Cl~
FOR I=IRST 9'-'" l=RCM END WALl-
. 4' OIC TYPICAL.
(2) 16d
NT. 2')(4' END NAILED WI (2) l~d
e eA eT\JD
E ELEV. FOR FINI$~
5TYRO FOAM WRAP
AT ROUND COLUMN5
(2) e.IMPe.ON MET A2 tZ)
fil SA5E OF COL.
o 5AMUEL A. GREENBERG, FE. "3424::'
o TI-IUY 14. 14U'YNI--I, FE. ~~122
o IRWIN J. BEN50N, FE. .4~1se
AL.UMINUM &oITIT
VAPOR eA~IER UNDER GlAeLE
~ 6OTTOM CORD (ROOFiNGs
PAPER OR ROOfl CEMENT)
51MP50N AeE44
COLUMN 8ME LU1Tf.40UT
ANC~OR5 TO MA50NRY
COLUMN SELOW
< > ROOF vENT SCHEDULE < >
Verlf~ with General Contractor all roof Ver1t locatloM,
C{uantftlea, and sIzes. Roof Ver1ta &hall be lnatalled
for a mfnimum of vented area dS lIsted below:
Marl<. Locatron Off rldee Ver1te or ooiflt Ver1t
eC\ua I s~&tem (&C\. In) (eC\. In)
Rvl let Level 1~ 140
Roof
NOTE,
5EE GA6LE eRACING PET AIL.S
FOR ADPITIONAL GAeLE eRACINc,
Il'FOFoMA TION
112', ANQ.IOR 60!. T . .32' 0::'.
MINIMUM 6' FROM PLATt: eFL.ICE&
WI .3/16'x2' DIA. PLATt: WAeI-lER
WOOD TO MASONRY COLUMN
SCALE: 3/4"=1'-0"
.
;
@-
CANTILEVERED GABLE END BRACING DETAIL
SCALE: N. T.S.
)
)
)
;
i
.
E
;
j
J
.
)
..
)
!
cs
..
cs
:>
,
.
,
N
r~
11)01
~,S) w
"'
,01 a"'>
()~ <1:11) :'l~
n~ .;!
0...
~'"' <.S@
Uci O~ U
-l~ "'ex:
<so..
U)Z u-"'" i5;a
I I ~~
zffi IX ~~
U<1: \5~
<[~ <1:U- E:) ~;!:
W :>
III Ii) ~~
"t il:[3
Q~ () . ~~
-l,S) 111 ~'"
-l,S) u
O- W ~g
(LE:) ~~
<1:11) "'>-
,"t ~~
~~ w""
au
o~
"t~ ~il:
('C)~ (3",
"'" ~~
X, ~~
Ow ~~
Illz
,0 @
~[
r """
&J
~
@ a . ~ . a
;!j I!!, l!i [!1:.
CJ ~ a
~ ~ ~ ~ (!e)
~ €l CU
@lj ~ ~
d (@ @ €l l!V ~
2) \;l @ €l (ei) @
@
d ""
~ ~
@S
@ Il=>
~
I!!J
"" @
~ "" I!!l CD CD
I!!J
@ @ ~ ~ <::!]
~ ~ ~ @ ~
= @S ~ g I?
@5 ~ ~ @ @ @
=
t::.!l ~ @ @, I?
~
~
DATE :
06-15-02
SCALE :
AS NOTED
DRAWN BY :
BUILL VANCE
A.UTOCAD FILE NAME
11827
ENGINEER OF RECORD :
DANSCO
ENGINEERiNG, P.A.
SHEET DESCRIPllON :
ELlEV A TllON
PLAN 'lPA'lP
SA
LATEST DATE : IN PROCESS DESCRIPllON :
REVISION DATE :
09/24/03
07/20/04 E.W.O. #1373
o
I
CO
STUCCO
FINISH
12
51":
RIDGE VENT
hNGLE
R07
12
15
5~
RIDGE VENT
~INGLE
R07
T.O.M.
T.O.M.
~CORATIVE
FIN~
LINE OF INTERIOR
VAULT AT
MASTER BR.
o
I
CO
T.O.M.
~ '<t
Lf)
a Q)
..-
Q)
()
@c c
(/)
(/)
Q}
C E
0
..c
~
L'iiECORATIVE
FIN~
B L'iiECORATIVE
FIN~
FINISH FLOOR LI
.c6[CORATIVE
FINISH
V
~CORATIVE
F1N~
o
I
co
FINISH FLOOR LINE
GRADE LI
(ASSUMED
FINISH FLOOR LINE
OUTRIGGERS)
(SEE DETAIL
REAR ELEVATION
SCALE: 1/S" = 1'-0"
~sUlll~~~lb
RIGHT
SCALE: 1 /s" = 1 '-0"
GRADE LINE
(ASSUMElJ )
ELEVATION
LEFT ELEVATION
SCALE: 1/S" = 1'-0"
&EE 5i1"aJC11.IRAL. NOTE5 AND NAILING
ect4EDULE FOR ~ATI-lING DeTAIL.
JOINT& IN ~ATI-l\NG
MIN. 6'-0', MAX. &'-0'
6ACKNAIL. WI (')) 16d NAIL.&
2'x4' OUTLOOKER . 24' OIC
1t1PeCN 1-l3 CL.IP
INGLE 2'x4' TOP PLATE
eNONAIL.ED WI (2) le>dlNTO &11.ID&
, (')) 16d TOENAILED INTO OUTLOOKER
~~
(Noc
~
~
OO~
\J ~
NOTE,
eeE GAeLE BRACING DeT AIL.e
FOR ADDITIONAL. GAeLE 6RACING
I~ATION
-
o
\
LINE TOF INTERIOR
VAUL
6" BANDING
STUCCO
FINISH
5~
.~ FASCIA
(w I DRIP EDGE
PICAL)
N
rG.)
U)Q1
~~ ~
()~ I 08
<tU) ~'"
Q~ ~I
"-.
~~ ,,~
l)~ <=w
[3-
z~
-lG.) (!I"-
(j)Z 11."" 5!a
. , ~gJ
zffi :rX ~~
u<t ~i5
<(~ <tlL ~ /:0:
ill ~ ~~
l'O
Q~ 0 1l:~
. i:~
-l~ l'O ~<=
-l~ u
ill III u..'"
~~ 0:8
~~
<tu) "'>-
.'t ~~
~~ 1!it
~~ o~
~'"
('l)G.) t3~
"" ~;J;
X, go
2~ t:ll5
0:13
,0 @
Q:r
lLlL
2'x4' C~ B
AT RIDGE FM
AT EAOl JOINT WI
(2) l"dx3'
2'X4' DIAGIONAL. BRACING. MID-l-IEIOOT
WI (2) 16d FER CONNECTION
'L.' BRACE TO EXTEND . L.eAST
W% Of' WE6 L.ENG111 (eee TA6LE)
2'x4' CONT. BLOCKING
WI (2) 16d PER JOINT
el~1-l3
2'x4' CANT. . 24' OIC
(2J 16d TI-lRO\.JGl-l ~ WE 2) 16d TI-l~ eL.OCKINGGYPeU1 WALL. 6.OA
V 2'X6' P.T. elL!..
2'x4' 'i' ON TOP Of' PANEL.
SLOCKING, FMTEN WIT 5/e' OR 112' CEILING DENe.E /
1~x3' .4' ole G'fPOOM ll1AL.L. BOARD FASTENED ~
WITI-l ed COOLER NAILe OR 1 1/4' LONG
DRYUJAll 5CRElUe COMP!.. 'rING WITI-l ASTM Cl~
FOR FIRST &'-0' FRa1 END ll1AL.L.
. 4' OIC TYPICAL.
(2) 16d
T. 2'x4' END NAIL.ED WI (')) 16d
. EA e11.l0
SCISSOR
~~WS6~~ AT
ALUMINUM ~IT
VAPOR SAFiRIER UNDER GAeL.E
iRI.l6e eoiTOM CORD (ROOl=ING
PAPER OR ROOl= CEMENT)
DOUBLE
~EYSTONE
(TYPICAL)
(+ 12")
BR 3
-.;t
I
co
F AM I L Y
ROOM
4" BANDING
112'. ANCHOR eoL. T . 32' ot::..
MINIMUM 6' FRa1 PLATE 5P1..ICES
WI 3116')(')' DIA PLATE WASl-IER
tEEB
SECTION
SCALE: 1/S" = 1 '-0"
co
(+0.0000
"4" 9 0000
so ~ DODD
~1~9~~ATIVE
S" BLOG
2x4 @ 24" O.C.
DROP GABLE
FRONT
SCALE: 1/4" = 1'-0"
ELEVATION
"B"
@:V
~
@
o
~
cS
2i
2)
@
d
~
@
~
[!!]
~
~
~ ~ ~ ~
~~ ~ (!f)
~
~
~
[i::J
(W
~
CANTILEVERED GABLE END BRACING DETAIL
SCAlE: N.T.S.
FINISH FLOOR LINE
GRADE L1N~
(ASSUMED)
@
~ I/:J
~ i) ~ [Ii)
? @ ~ €V
!:II
51MPeoN MTe18 TUJleT eTRA
FROM SEAM TO COLUMN
. BEAM, eeE PLANe
1/2" MIN. GYPSUM
CEILING DIAPHRAGM
1 \2" DRILLED ANCHOR @ 4' -0" O.C.2xS
2x12
16d NAILS @ S" O.C. (TYP.)
STYROFOAM PROFILE
2x10
24'X24' OR 16'x16'
MAeONR'r COLLNN
FilLED WI 2~&1 CONe.
< > ROOF VENT SCHEDULE < >
vertf~ wlt.h GeI'leral Contract.or all roof VSi'it. locat.10l'l5,
'1Udntltle5, and ~rze5. Roof' Vet1t~ 6hdll be rristdlled
for a mInImum of veI'lted area ae Ileted below:
Marl<. LocatIon Off rIdes Vertte or oofflt Vent
SC\ua I 5~etem (5'1' In) (~C1' In)
Rvt 15t Level 14~ 1~
Roof
~~
~ ~
~ ~
d ~
~
@S
l?
~
[!!J
!:II @
[!!J
~ ~
~ @'5
~ ~
..,
'"
GABLE END
TRUSS
STRUCT. SHEATHING
FRAMED, LATH
AND STUCCOED
P.T. DSL. 2 X 4 S.u.C.
ATTACl-4 2.PLIEe ON EA. FACE
WI IlZld NAILe 11 8' O.C.
(2) 51MPeoN MET A2~
11 13A~ OF COL.
EE ELEV. FOR FINI5l-4
5TYRO FOAM LlJRAp
AT ROUND COLUMN5
5EE PI..AN FOR AMOUNT ,6Np
lOCATIOO Cf RElf'FORCEMENT
NOTE:
e'x16' UNITS MAY BE
ueED UNLE55 WOOD COLIJ1N
IS ~ING ON TOP C4=
COllJ1N
c::!J
~
I?
@
I?
@ OUTRIGGER
SECTION
o ET A I L
o 5AMUEL A. G~EN6E~, P.E. ~4Z4S
D T~UY ~. ~UYN~, P.E. ~e>ln
o IRWIN J. 6EN50N, P.E. .4~lSe
DATE :
06.-1]5-02
SCALE :
AS NOTED
DRAWN BY :
[B~LlL VAINCE
AUTOCAO FILE NAME
1]827
ENGINEER OF RECORD :
DANSCO
ENG~NEERiNG, P,A.
SHEET DESCRIPllON :
EILEV A T~OINl
[PLAIN 'lP[8'1l'
38
:II
~
,
~
51MP5ON Aee44
COLUMN SAeE W1TI-tOUT
ANCl-40R5 TO MA50NRY
COLUMN SELOW
TYPICAL MASONRY COL.
SCALE: 3/4'=1'-0'
WOOD TO MASONRY COLUMN
SCALE: N.T.S.
SCALE: 3/4'=1'-0'
TO THE BEeT <K 'M: e.G1NEER'$ oo.Ll.E1X1E tW 6EL.IEF, 'M:
S1RlC1'\lRAL Pl.AN$ AND 5A:CIFICAT~ ca1Pl. '( WlT14 TI4E
FLORIDA eulLDm COOE, &ECTICN 16~ FOR 120 MPH 3 &ECOO
GUST, ~ '8' WIND za.e (2001 EPITICW.
111le ~ At'iD DESIGN 15 VALID FOR 121'U1itl5 ~R THE
DATE 15 51GlED A\lD 5EtUD.
SIGNED tW 5EAl.ED FOR 'M: $~i1M PORTICN <K T141$
DRAUJI~ Ctl '(.
.
;
)
)
)
~
i
.
J
)
.
~
j
J
)
~
,
~
s
~
s
,
.
,
5~
RIDGE VENT
~NGLE
RO;7
.J
T.O.M.
4CORATIVE
FINI~
o
I
CD
4CORATIVE rn
FINI~ fH
CD
I
<.0
FINISH FLOOR LINE
GRADE LINE
(ASSUMED)
LEFT ELEVATION
SCALE: 1 /8" = l' -0"
RAFTER/RIDGE BOARD SCHEDULE FOR
CONVENTIONALLY FRAMED AREAS
RAFTER 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.
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 WI ONE (1) SIMPSON
MTS18, TO MASONRY BEARING Wi (1) SIMPSON META20 AND TO RIDGE
BOARDS Wi (1) SIMPSON H5 CLIP. UNLESS NOTED OTHERWISE.
SCISSOR
TRUSSES AT
24" O.C.
BR 3
'<t
1
CD
F AM I L Y
ROOM
MASTER
BR.
SECTION
SCALE: 1 /8" = 1'-0"
AA
JOINTS IN et4EATI-IING
MIN. 0'-0', MAX. e'-0'
6ACI<NA1L. WI (2) lod NAIL.S
2'x4' OUTLOOKER . 24' OIC
IMPSON 1-13 CLIP
INGLE 2'x4' TOP PLATE
NAIL.ED WI (2) 16dlNTO STUDS
. (2) 16d TOENAIL.ED INTO OUTLOOKER
~E s~TURAL. NOTES AND NAIL.ING
6CI-lEDUL.E FOR Sl-lEA TI-IING DETAIL.
2'x4' CROse 6
AT RIDGE PAS
AT E~ JOINT WI
(2) 10dx3'
2'X4' DI~ 6~ING . MID-I-lEIOOT
WI (2) 16d PER CONNECTION
'L' 6RACE TO EXTEND . LEAST
~ Cl= u.e6 LENGTI-I (SEE TAeLE)
(2) 16d TI-I~ TRJ.l&e UJE 2) 16d TI-lROUUI-I 6LOCKINGGlYP6UM WALL. eoA
V 2'X6' P.T. SIL.L
2'x4' 'T' o-l TOP C4= PANEL.
6L.OCKING, FASTEN WIT 'Ie' OR 112' CEILING DENSE /
10dx3' . 4' OIC GlYP6UM WALL eoARD FAeTENED ~
WITI-I eo COOLER NAIL.S OR 1 114' LONGs
DRYWALL sc~we COHPL YING WITI-I AeTM Cl~
FOR FIRST e'.~' FROM END UJAL.L.
. 4' OIC TYPICAL
2)16d
NT. 2'x4' END NAILED UJI (2) 16d
. EA sruD
ALL.MIN..JM e.oFrlT
vAPOR 6ARRIER UNDER CiAeLE
~ eoTTOM CORD (ROOFING
PAPER OR ROOF CEMENT)
NOTE,
5EE CiAeL.E 6RACINCi DETAIL.S
!=OR ADDITIONAL. CiAeLE 6RACING
INFOfoiMA TI o-l
112'. AN~ eoL. T . 32' OJ::..
MINIMUM 0' FROM PL.ATE SPL.ICES
WI :M6'x2' DIA PLATE wASHER
CANTILEVERED GABLE END BRACING DETAIL
SCAl..E; N.T.S.
T.O.M.
LINE OF INTERIOR
VAULT AT
MASTER BR.
o
I
CD
B
4CORATIV
FINI~
FINISH FLOOR LI
o
I
CD
REAR ELEVATION
SCALE: 1 /8" = 1'-0"
5TRUCTURAL NOTE5
'1' ~ (V G9 CGM'. IN FIU..EO FfECA&T LINTS.
\V ,6H:) (V 1& CGWT. IN FfUEt) ~ em
el..(X:I( .4eO't1!
ENTRY
6'-6~x10'-4~
VOLUME CLG.
51M.
GARAGE DOOR Gf\~A9 E~
IN OPEN POSTION\ 18 -0 x19 -0
r-------~-----------~
I I
: ......, ROOF TRUSSES :
ABV. @ 24~ O.C. v-
I I
IF CONCRETE: 4 #5 VERTICAL I
I K I
I 52 I
I
10" DIA.
1/2 COL.
(TYPICAL AT
GARAGE)
PARTIAL
FLOOR
PLAN
1/4" = 1'-0"
(2) 61MPOON META2~
11) 6A6E OF COL.
. eEAM, 5EE PLAN5
51MF60N MT61a TWI6T 6TRA
FROM BEAM TO COLUMN
P.T. DeL. :2 x 4 s.u.c.
ATTAC~ :2-PLIE6 ON EA. FACE
WI I~d NAIL5 11) e' O.C.
6EE ELEV. FOR FINI6H
5TYRO FOAM I.lJRAP
AT ROUND COLUMN5
51MF50N ASE44
COLUMN SA6E LUIT~OUT
ANC~OR& TO MA50NRY
COLUMN SELOW
RIDGE VENT
1: hNGLE 12
15
RO;7
T.O.M.
4CORATIVE B 4CORATIVE 0
FINI~ FINI~ I
CD
I
FINISH FLOOR LINE
1"'-
GRADE LINE
(ASSUMED)
RIGHT ELEVATION
SCALE: 1 /8" = 1'-0"
I /RIDGE VENT
~ STUCCO
FINISH 1 Xl FASCIA
L1NfL OF INTERIOR ~ W DRIP EDGE
VAU T ~ 12 (TYPICAL)
___ l?r~ STUCCO
5~ STUCCO -1f5 -MINISH
~ FIN~
41NGLE --.12.3 k 5~ ~:D (Q\
/~J= 1;S
~INGL ~ C~ ~ V-6" BANDING DOUBLE~~9
51' K", r- ~ k k
R~ ~EYS~ ~
~ ~ ~ ~ TYPICAL ~
T.O.M. 1"') ~ ...iI!S.., SADDLE
'<t \ I F.G. '<;j
I ..- -
~ ~.. 11-
..- H <== :::::: '-- ,..- [ ][0 ~ CD
;:= - I '-DDD I It
I-- - .-
~ - - -
0 - I: :) - ~;::::: ~
I ;::= DDD
CD = = F= = "- I DD - V-
CD 1 ~ I I k
- h
(D IK ..... ::.. .
I-- - I
~ l - ~ DDD DDD /l~
~ - - a- I
== i=: ~ == '" : = : (D
-
I T ~ r-.~ 1 IA =1 r- /
1\ FINISH FLOOR LINE 1 '- '" -~ .. 1 -8"
.......- ..-
\ II ./ SQ. ~l..l.
~DECORATIVE 1"-2" DIA~ l 1:8L. DIA.~ fA~U"Mi:I~f./ 1 0" DIA.-J'
COL. 1f? COL.
FINISH TEMP. F.G. \E ( P1CAb AT
GARAGE
FRONT
"e"
ELEVATION
SCALE: 1/4" = 1'-0"
WALL LEGEND
. INDICATES FlllED CEll WI (1) 15 VERT.
~/////////7J1j INDICATES TOP OF MASONRY 0 8'-0.
,- .f INDICATES SHEAR WALL
~ INDICATES INTERIOR BEARING WALL
QEE FL~ FOR AMo.NT AND
L.OCATION ~ REI~T
NOTE,
E)'x16' UNIT5 MAY BE
UOED LM.Ee.6 UJOOD COI.IJ1N
15 FRAMI~ ON TOP ~
COLIJ1N
< > ROOF VENT 6CHEDULE < >
verrf~ wlt.h General Cont.ractor all roof vent locatfon&,
quantltlee, and alzee. Roor vent& &hall be lnatalled
for a minImum or vented area ae Ifeted below:
Mark Locatlon Ofr rIdge vente or 5of'rTt Vent
equa 1 a~atem (aq. In) (aq. In)
RVl lat Level 140 140
Roof
24')(24' OR 16'x16'
MA$ClNRY COLIJ1N
FILLED WI 2~&J CONe.
WOOD TO MASONRY COLUMN
TYPICAL MASONRY COL.
SCAl..E; 3/4.= 1'-0.
SCALE: 3/4'=1'-0.
LATEST DATE : IN PROCESS DESCRIPTION :
REVISION DATE:
09/24/03
07/20/04 E.W.O. #1373
~~
Lf)
a~
C'~
Qcj
tJ
~~
Noc
~
J CJ
OO~
'\i I ~
N
'\1;)
1fl01
~~ [g
G~ I 0""
<tlfl ~~
Q~ ~I
0...
<S~
l) ~' OC""' 20115
O!!:1 ~~
.J\1;) <3"-
cj)Z LL'" i:5<;;l
I I ~~
DECORATIVE zffi G~ ~~
i315
FINISH 1(~ <tLL ~ /:::<=
ill ifi ~~
In 't 8:15
Q~ 0 . i=~
.J~ In ~=
.J~ u
ill ill w",
~~ <=8
w'"
<tlfl d
"'>-
.'t ~~
~~ ~~
0,,"
~~ ~~
~~
c<)~ ~;;
x' ~~
2~ t'Jffi
;;a
,0 @
Q:r
0....0....
'"
~
~
@ ~ ~ ~ ~ 0
~
D ~~ ~ ~ 0
[? @
~ ~ ~ ~
If;:J
d ij (@ ~ ~ (W
~ ~ @ ~ (el) ~
@
d lD
~ ~
@5
@ Ii='
~
l!!l
lD @
~ '0 l!!l lD ""
l!!l
~~ @5 25 d
~ l!!l @ ~
~ @5 ~ @5 I?
~ ~~ @ ~ @
@ I?
~
"" ~
DATE :
06-116-02
SCALE :
AS NOTED
DRAWN BY :
!B~!L!L. V ANClE
AUTOCAD FILE NAME
11827
ENGINEER OF RECORD :
DANSCO
ENGINEERiNG. P .A.
SHEET DESCRIPTION :
EILEV A T~ON
[PLAN '&Ie'lV
3C
o 5AMUEL A. GREEN6ER6, F.E. IF.3424~
o TI-IUY 1-1. I-lUYNI-I, F E. ~~122
o IRWIN J. 6EN50N, FE. -4'a1Se
TO Tl.f eE6T Cf n-e ~INEER'51<NO.llEOO: AND eellS:, TIt
6~ Fl.M5 lID OPEClFlCATlai5 cct1FL Y lUI114 T\.lE
A..ORJDA I3UILDm CODE. e.ECTIa-416€l6 FOR!2~ MPJ.l. 3 e.ECOO
GUST, ~ '6' !lAND Z~ (2001 EDIT1CW.
111/5 DRA/.lJm AND DE51GN /5 VALID FOR 12 ~TH5 iflER Tl1f
DATE 15 61GNED AND &EALED.
51Ge) lID 6EA!.ED FOR Tl.f 5~ PORTla-4 Cf Tl-II5
DRAWm at Y.
W ELECTRICAL PANEL SCHEDULE - 150 AMP 40 CKT.
U (/") ...J 0::: 0::: ...J (/")
:::<:: ~ w If- ~ w ~ i:2 :::<::
0::: i:2 ~ :::<:: (/") 5 5 ~ :::<::(/") ~ ~
- ~ z Ww ~~ ::i ~o ~o ~a.. ~~ ::> ~ z :::E DESCRIPTION
> DESCRIPTION :::E ~ ::> a ~:::E C5
w C5 W O:::N 0 W W
0::: 0- ::J Z :=Vi CD~ 0- O:z: o:z: 0- CD~ Z ::J 0- 0:::
CL 1 2
AIR HANDLER CD1 10,000 6 60 2 2 30 10 5,000 1 CONDo UNIT
W & FAN 3 4
()) 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 C9 C9 12 GENERAL LIGHTING
- WA TER H EA TER 4,500 3.375 10 30 2 (4) (4) GENERAL LIGHTING
CL 11 12 1 15 14 7
~ 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
---1 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 10) 12 1,500 1,500 12 20 1 23 24 SPACE
> GENERAL LIGHTING 10 1,500 1,500 12 20 1 25 26 SPACE
0 DEDICA TED BATH 1(3) 6 0 0 12 20 1 27 28 SPACE
n 1(3) 4) (' SPACE
N DEDICA TED EXT. 6 4) 12 20 1 29 30
GENERAL LIGHTING 12 C9 ( -:) 14 15 31 SPACE
32
~ GENERAL LIGHTING 12 (4) 0 14 15 33 34 SPACE
L() GENERAL LIGHTING 11 (4) 0 14 15 35 36 SPACE
GENERAL LIGHTING 11 0 0 14 15 37 38 SPACE
~
~ GENERAL LIGHTING 12 0 (4) 14 15 39 oW SPACE
PANELBOARD NOTES:
CD 5,000 WATT HEAT o DEDICATED G.F.I. CIRCUIT
(3) NOT USED o 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 CONNECTION 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
WATTS 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
SOCKET
SINGLE P1-4A5E 2"'''' AMP
BREAKER PANEL NEMA 1
3~ CIRCUIT
o
c::::::J c::::::J
-4 CU TO~
COLD WATER
PIPE 4 DRIVEN
GROUND ROD
1 112' RIGID NIPPLE WI
(2) ~ AND (1) -:3 CU TI-4W
CONDUCTOR
ELECTRICAL RISER DIAGRAM
NTe
<D
I
n
3'-1" " 2'-6"
, 1 /
j' f
. ~:
"
. .
~ . .
. .
LOPE~
SIN
"0
,I
N
D.
23" }15,J 2'-6" J
D.W.
(SPLA Y)
J 2'-6" }
Q)KITCHEN
8KITCHEN
10 0 001
MIRROR
M.C
I.
1~1 '- ../
. .
T
'r-(
10 0 0 01
MIRROR
M.
"r.o
I
n
.
o
I
OJ
.
o
I
OJ
J 2'-9" }
@)BA TH
J 2'-9" }
o BATH
N
OJ
I
'0 n
I
'co
O'l "0
I
n I
n
10 0 0 0 0 0 f
MIRROR
M.C.
'\.... ./ ,
. . '----- ./ I~
. . ro
I
01 ~\ TUB
DRYER VENT
UP THROUGH ROOF
OR FLOOR FRMG.
18"x12" OPEN FACE
I
20 V
} 3'-0" J 2'-6" }
@)M. BATH
INTERIOR ELEVATIONS
SACLE: 1/4" = l' _0"
~DOUBLE BaTT. PLATE
AND BASEBOARD
LAUNDRY ROOM/
DRYER VENT DETAIL
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
--tIT SWITCH
--t.r9- 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
Q exhaust fan
< flood light
0000 o.HOLL YWOOD LIGHTS
~ SECURITY KEY
+ CEILING FAN PREW1RE
r1 DISCONNECT
2&4
AIC
DrSCONN.
THESE DRAVINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL
VORK.
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 VITH EQUAL
SPECIFICA nONS.
LA TEST DATE: IN PROCESS DESCRIPllON :
REVISION DATE :
09/24/03
07/20/04 E.W.O. #1373
THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE EXACT LOCATION OF ALL H.V.A.C. EQUIPMENT
AND THEIR LOADS VITH THE MECHANICAL CONTRACTOR BEFORE ROUGHING-IN, TO PROVIDE POVER AND
VIRING CONTROL LAYOUT. ANY DISCREPANCIES IN THE ACTUAL H.V.A.C. LOAD SHALL BE CORRECTED
BEFORE ROUGHING- IN.
ALL VORK SHALL BE DONE IN ACCORDANCE VITH THE LATEST EDITIONS OF THE NATIONAL ELECTRICAL
CODE AND SHALL COMPLY VITH ALL LOCAL CODES AND ORDINANCES"
UNLESS oTHERVISE NOTED MINIMUM SIZE W'IRE SHALL BE #14 AW'G EXCLUDING CONTROL VIRING.
UNLESS oTHERVISE NOTED, ALL CONDUCTORS SHALL BE COPPER VITH 'w' INSULATION FOR SIZE #10
AND SMALLER CONDUCTORS LARGER THAN#10 SHALL HAVE 'THV' INSULATION ALL CONDUCTORS #8 AND
LARGER SHALL BE STRANDED.
ALL CONVENIENCE OUTLETS TO BE OF GROUNDING TYPE.
ALL VDRK SHALL BE COORDINATED VITH OTHER TRADES TO AVOID INTERFERENCE VITH THE PROGRESS OF
CONSTRUCTION.
SMOKE DETECTORS SHALL BE HARD W'IRED (110 VOLTS TYPO TO A NoN-SVITCHABlE KITCHEN DR
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 NEC.
~~
Lf)
a~
C'~
QcJ
tI
,
rI
t
.J I
BR. 2
+-
1\
2
n::::
rr
~
~
35'( A
<
J-c:
PORCH Jd CW31
33 ~
F
~ \ ...J
...J
<{
w-r.'/ 3:
g. .i. ~
~ '-'
\
VI
I T.V.
>:: H+-
~1
10=€
31~
( RM
3~
A RM
M. BR.
~
~~
~~
OO~
'tJ N
31
2
n::::
~
'-4
~ fA
= cg. 1\ dD31
~ alarm'; A--i5\. ~ n
10 33-'0 ~i, \:J:
': ~~/ 2IGoF~
! 337/1/
T,V: i I\~ ~
10 I I /~ ~
23 ..I..! 23 1/ '\I ""
~~~~B@ I~
~ 1\(,...., I \
" '-"': '-'
~9 5&~ 23 ~
~// 0
17 12
[~y 012KITCHEN
~ EQUAL EQUAL
~,,12 ~
/ ~JJ y~
( ~"--, . ^
-Jt 0 15 ~~
~~~~ ~VfT
4 P.B. V~~ /_L ./ -4.. / / /
23 GARI~'>( JJ~~~~~ / / /
I/~~~Ij
1/ / / '( ~
11 Ov clg.~ 21 N-r\-
mnt. outle/t ~ dr ~'$ Y33
~2"~
/ "--? . ""
~
hL- ELEC.
y",METER
(r
@
33
F
33
LEISjRE
N
fng,)
~~
,01
"1:10
Q~
OC""-
O~
-l~
u.'"
, '
'IX
0"1:
"1:LL ~
ill if)
10 't
o ..
-l ~ lfi
<5 ~ ill
lL~
"1:10
l't
~~
~""-
't~
cl\~
XI
o ill
IOz
'0
~[
RM
w
;;
~~
<,
":.
d~
U
~a:
3~
oi
l) ~'
U)Z
zffi
<{~
O~
ill
~
~~
~ra
55
/:;;;
~~
o=>
If~
z~
!:l",
d
~~
"'>-
/S~
~;j
a~
~If
/:3",
i~
~iS
~i5
;;13
9
23
~
~~ ~ .<
" 0 :<. :<. '"
-:-:><0 ~~ e; ~~'t
~o ~ ~9--\
vo
2~ (~~~
/< ~~
~
~
]
qf25
A WALL
z
33 3:
. ~
J
NOOK
12 f7\'\ ^
L
W -( ~3 0
J+,13 ,+tV
..- 8&6
""
@:V
~
@ ~ ~ ~ mi ..
~
D ~ ..
p (!f)(!f) (!i) i!'iJ
~ ~ ~
@9 IJ::;I [J::J
c:!J w ~ @ ~ @
2) ~ @ @ @) ~
@
c:!J '"
~ ~
@5
@ I?
~
[!!]
'" @
~ '" [!!] '" <:D
[!!]
~@ @5 8 c:!l
~ 8 ~ [!!] @ ~
= @5 ~ @5 l?
@5 ~ ~ @ @ @
~ @ @ @, l?
~
FOYER
r-Q~ 9&11
~
37 Jb25
\~ I ~~"7 ">@ ~
V- ~~J -A ~ ,39
( @9T~ //
.1, ~~ II
39'W ~T.VY ~ J:~J\'tDR ~
? ~:J \
~9 if ~ 39
BR. 4 -a=-
L
-+
~
~1 WIN
EN TRY vv..p:/
g.f.~
29
r:
o
I
.0
~
. f.
29.=€
ELE(~d'~
PAN -r
DATE :
06-115-02
SCALE :
AS NOTED
DRAWN BY :
IB ~ IL.IL. VANCE
AUTOCAD FilE NAME
11827
ENGINEER OF RECORD :
DANSCO
ENG!NEER~NG. P.A.
SHEET DESCRIPllON :
EIL.ECTR~CAIL
PILAN
~
~
low voltage
"11
rlt 39
IT
,
./
ElEC1R~C~l Pl~N
1/4' . 1'-0'
1/ 40'-01 /
I /
14'-0" / 121-411 / I:?I-BI /
/
/ / / /
t?ROPP~t? C:;AB~~ A6GE
SIMFSON
TRUSS JOINT UFL 1FT CONN. FASTENERS"
TYPE LOCATION ( LeS) CONNECTION QTY. CAFACITY FER CONN.
NOTE: ALL OTI-IER TRUeS eRG. CONNECTIONe ARE elMFSON MET A2(() OR EQUAL
FOR MASONRY: SIMPSON I-Il(() FOR FRAME: 4 I-IUS2~ FOR I-IUNG TRUSSES
ON GIRDERS UNLESS OTI-IERWfeE NOTED.
TI-IESE TRUSS UFLlFT vALUES ARE LESS TI-IAN CONNECTION CAFACITY.
MASONRY MET A2(() 1 lS~~ 14-1Zld X lV2'
TIMBER 1-11 Zl 1 8S0 1~-8d X 1'/2'
I-IUNG I-IUS2~ 1 128~ 20-1Zld x .3'
-IN~
U\
\
.....
BI-O" C~C:;
USP
TRUSS JOINT UFL 1FT CONN. FASTENERS"
TYFE LOCATION (LBS) CONNECTION QTY. CAFACITY FER CONN.
NOTE: ALL OTI-4ER TRUSS BRG. CONNECTIONS ARE USF I-ITA2~-18 OR EQUAL
FOR MASONRY: USF I-ICIe> FOR FRAME: 4 TI-ID2~ FOR I-IUNG TRUSSES
ON GIRDERS UNLESS OT14ERWISE NOTED.
TI-4ESE TRUSS UFLlFT VALUES ARE LESS T1-4AN CONNECTION CAFACITY.
MASONRY 1-4T A2e>-18 1 lSe>0 14-1e>d x lV2'
TIMBER 1-4C 1 e> I ~S0 18-1e>d X IV2'
1-4UNG TI-ID2~ 1 lS2e> 18-1~d x .3V2'
Double connectore to be placed dragonall~ to each other.
Do not drIve naris through the trues plate on the oppoelte erde or the truss
whrch could f'orce the plate of'r the tru&&.
MOUrlted vertlcal18
..
- fff
a a
\ \
\'-- 'T
U\ U\
.-.
.....
LA TEST DATE: IN PROCESS DESCRIPTION :
RE\I1SION DATE:
09/24/03
STRDNGBACKS REQUIR
DUE TO DEFLECTION
DIFFERENTIAL
(SEE STRDNGBACK LETTER
IN ENG, PACK)
rn
::J
o
~
~
~
:>
..
A2
..
y"
<{
n
<{
B -0'1 c~C:;
A3
BI -0' c~C:;
-
~
\
-
a
\
N
8
r-
<{
o
\3
~
u
-
~
-
o
co
~
~
--
~
\
N
A 11 GE DROPP~t? C:;AB~~
'(\~
n '<t' n
-, -, -,
u w u
DROPP~D C:;ABL-~ B3GE
-:s
;i?
11-4"
61-2'1
19 -4'1
14 -6"
P~UMB CUi
ff
10-i/2"
"-6~ I'
'6
ROOF PLAN
SCALE: 1/4" = 1'-0"
2 _IJ..
8
01-611
o
o
---.J :?
12
STEPPES
ADDI L 2
PLYWOOD
1/4// FOR
& RIBBONS
ATTENrrrON!
-~
DON'T liFT SINGLE TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK
CONSULT HIB-91
-
'T
\
N
>
Xl
..,.
S>
>>
::-"
...
...
..
..,.
n
..,.
...
.0
St
>
0
z
-
....
J..
a
311
0
..:
,
J..
3
:r:
I
,
..:
D
- -
:c a
:!:J \
x: ~
-
::>
~
~
~
~
...
::-"
>0
...
-
~
z
Z
JJ
~
-
0-
CD
-
co
~
-
as
-
as
0
-
..
:!:J
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.
D SAMUEL A. GREENBERG, FE. "34245
o TI-IUY 1-1. I-IUYNl-I, FE. ~~I:2:2
o IRWIN J. 6EN50N, FE. .4~1S8
o All A66Ae I-IAKIM, FE. lISb 180
TO T\.E 6E5T Cf i1-lE OOINEER'S ~ ~ eELlS:, T\.E
5~ FLAN$ ~ effCflCATICNS cct1FL Y UAT\4 i1-lE
flORIDA 6UILDm CODE, eeCTIa1 ~t16 FOR 12~ MP.l-l. 3 eeccw
GUOT, E><P06iJl'!E Ie' u.t.lD Z~ (2001 EDITICW.
T\41$ DRAWm AND DE$IGN 15 VAUD FOR 12 ~M tfi'ER i1-lE
DATE 1$ $IGNED AND 5EALED.
$i(J.8) AND 5EALED FOR T\.E $~ PORrIa1 Cf Tl-l1$
DRAWm ctl Y.
ROOF FRAMING NOTEe:
I. SEE 51-1EET 5.3.1 FOR S14INGLE INFORMATION
AND INSTALLATION INSTRUCTIONS
~.q-
Lf)
O~
C'~
€JcJ
tj
~ ~
U~~
~oc
~
CJ
OO~
\J I N
N
l{)~
~~ w
;5
0'"
oi I ~~
<tU)
Q~ ~I
a-.
~a .sr;J
l) ~' ffi1e
!i!~
-.J\'l.) "a-
IL" ~;2
(j) -- , . ~~
zffi ::rx ~~
u<t 15li5
q~ <tIL ~ /:;5
tH in ~~
't If~
D~ 0 . !zi5
-.J~ III 'i:jo=
-.J~ u
ill ~~ w ~~
'-1 ~~
<tu) "'>-
,'t IS~
~~ El"
au
a~
't~ ~If
(t)\'l.) 8",
" i~
X, ~i'5
Ow j;;Jg
Illz ;;13
cO @
.::r
lLlL
@:V
~
@ . . m: ~ a
l!i l!i ~
0 ~ ~ .
[? (!f)(!f) ~
~ ~ ~
@tJ ~ ~
cfl ij ~ ~ ~ @
2) <;;J ~ ~ ~ ~
@
cfl a:l
~ ~
@5
@ I?
zg
~
a:l @
~ a:l [!!J a:l CD
~
~ ~ @5 g dJ
[!TI ~ @ ~
~ ~ ~ @5 IF>
@S ~ . @ @ @
~ ~ @ @, !?
~
.-/
DATE :
05-116-02
SCALE :
AS NOTED
DRAWN BY :
18~1L1L VANCE
AUTOCAD FILE NAME
11827
ENGINEER OF RECORD :
DANSCO
ENGijNEERING. P.A.
SHEET DESCRIPTION :
ROOF lFRAM~NG
PILAN WlAWl
SA
40' -0"
-
b
\
!41-O"
121-411
!:?'-B"
SIMFSON
TRUSS JOINT UFLIl=r CONN. I=ASTENERSu
TYFE LOCATION (LBS) CONNECTION QTY. CAPACITY FER CONN.
NOTE: ALL OTI-IER TRUSS 6RG. CONNECTIONS ARE elMFSON MET A2~ OR EQUAL
FOR MASONRY: SIMPSON 1-110 FOR FRAME: . l-IUS20 FOR ~UNG TRUSSES
ON GIRDERS UNLESS OTl-lERWfSE NOTED.
TI-IESE TRUSS UFLIFT VALUES ARE LESS THAN CONNECTION CAPACITY.
MASONRY MET A20 I IS00 14- !0d X 11/2'
TIMBER HI0 1 8S~ 10-8d X lV2'
HUNG HUS20 1 1280 20-10d x ,3'
A6GE
DROPP~D GAB~~
-1\'.\
'..i'\
\
B I -0" C~(1
USF
TRUSS JOINT UFL II=T CONN. I=ASTENERSu
TYPE LOCATION (LBe) CONNECTION QTY. CAPACITY PER CONN.
NOTE: ALL OTHER TRuse 6R6. CONNECTIONS ARE USP HT A20-18 OR EQUAL
FOR MASONRY: USP l-iC10 FOR FRAME: . Tl-iD20 FOR !-lUNG TRUSSES
ON GIRDERS UNLESS OTHERWISE NOTED.
T14ESE TRUSS UPLIFT vALUES ARE LESS Tl-iAN CONNECTION CAPACITY.
MASONRY HT A2~-f8 1 lS~~ 14-1~d X 1v2'
TIMBER l-iC 10 1 SS0 18-10d X 11/2'
HUNG THD20 I lS:2~ f8-lod x .3v2'
# Double connectore to be pldced dld9onall~ to edch other.
u Do not drIve ndlle through the truee pldte on the oppoette elde of the truss
whrch could force the plate off the trust;.
..# Mounted vertlcall~
-
o
\
'I--
\S\
"T
\S\
STEPPES
ADD/ L 2
PLYWOOD
1/4// FOR
~ RIBBONS
o
o
A2
,
B I -Oil Cl(1
A3
BI-O' ClCA
>
:0
U
L
U
Q./
I
VI
)>
..p..
....
:D
:D
::-.I
D
:I.l
.,.
n
DROp:7W ~~~
A5GE
82
D1
()
r-)
0]
..
....
-
D
:D
>
o
z:
D2GE
-
"-
~
D~OPPW cA,ABtf5
CD
,.
10
Xl
I
J..
3
:!:
I
I
:c
D
-
See OIjJ-iq::jer v&.311 "B I
cr1 :?~e 51) fer B7Gf s,ppcrt
21-4'1 T -4"
6'-2"
19' -4"
14 -6"
I:
~
x:
-
:>
:.')
~
~
:::::iI
-
.....
:I.l
>0
-
-
~
z:
z
.u
~
-
"-
CD
OJ
co
~
e
-
~
OJ
~
a
-
ROOF PLAN
SCALE: 1/4" = 1'-0"
..
~
LATEST DATE:
IN PROCESS
REVlSION DATE :
DESCRIPTION :
09/24/03
~~
Lf)
a~
C'~
QcJ
"
STRONGBACKS REQUIR
DUE TO DEFLECTION
DIFFERENTIAL
(SEE STRONG BACK LETTER
IN ENG, PACK)
~~
C0J]OC
~
~
OO~
\J 1~
s
PL-UMB CUi
--..J :?
12
N
:n~
~~ ~
O~ ,01 "'8
<t~ ~'"
~I
Q~ ~@
U ~' ~~ ;!;~
~i!i
-l($;) Zz
<:5"-
U)Z LL~ i5~
I I "'~
~:::>
zffi IX ~~
U<t i5~
<[~ <tLL ~ ~;!:
w in ~~
111 't 8:25
Q~ 0 .. ~~
n J~ 111 ~'"
-l~ u
ill w ~8
~~ w~
<tan ~z
"'>-
,'t 15~
~~ El..,;
"'u
"'~
Q" ~8:
't~
('(\($;) 1:3",
~ ~~
X, ~~
Ow ~;-
lUz ~~
,0 @
QI
!L!L
} 10-1/2,1
ATTENrrrON!
.~
DON'T LIFT SINGLE TRUSSES
WITH SPANS lONGER THAN
30' BY THE PEAK
CONSULT HIB-91
~
~
@ ~ ~ ~ ~ 0
[!!J
0 Q Q @
[? i!Vi!V i!() i!()
~ ~ c;)
@!J jJ::J ~
d w w ~ l"il @
2) VJ tW ~ ~ ~
@
d '"
~ ~
@5
@ I?
~
'" ~
~ <II [!!] '" ""
~~ ~ 25 ,,::!J
~ [!!] @ ~
~ ~ ~ g I?
@5 ~ . @ @ @
di ~ @ @, I?
~
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 &AMUEL A. C:;REEN6ERG, PE. -S424S
o TI-IUY ~. 14U'Y'NI-I, PE. ~~122
o IRWIN J. 6EN&ON, PE. -4~1S8
o All A66A5 ~AK.IM, P.E. 41S6186
DATE :
05-115-02
SCALE :
A~~ NOTED
DRAWN BY :
[8~IL.L VANCE
AUTOCAD FILE NAME
11827
ENGINEER OF RECORD :
DANSCO
ENGINEERING. P.A.
SHEET DESCRIPTION :
ROOF IFRAMHNG
PLAN 'lPA'lP
5[8
TO Tl.f BE5T Cf Tl.f ~1NEER'5 KNo.LlEDGE AND 6ELIEF, THE
e~ Fl.ANO AND OffCIFICATIa-lS cct1FI. y 1Jj1~ T14E
FL~IDA ElUILDm cooe. eeCTla-l ~~ ~ l2el MPJ1. 3 eeccw
CllJ5T, ~ 'e' IlAND Z~ (2001 EDITICW.
THI~ DRAJ.lJl}6 AND DESIGN ,~ V ~ID ~ 12 ~ AFiER THE
DATE 15 51ef.P AND $EALEP.
51GNED AND 5E4ED ~ TJ.f 5~1URAL PORTla-l Cf ~15
DRAUJl}6 O'l Y.
ROOF FRAMING NOTE5:
1. oEE 514EET 63.1 FOR 614INGLE INFORMATION
AND INoTALLATION INoTRUCTIONe
40'~O'
i41~0"
i2'~4'1
I?'~B'I
DROPpetJ CiAB\...~ A6GE
B' ~Oli G,Ci
-
-1C".l
U\
I
SIMPSON
TRUSS JOINT UFL 1FT CONN. FASTENERS"
TYPE LOCATION (LBS) CONNECTION QTY. CAFACITY FER CONN.
NOTE: ALL OT+--IER TRUSS BR~. CONNECTIONS ARE SIMPSON MET A2~ OR EQUAL
FOR MASONRY: SIMPSON +--I!~ FOR FRAME: 4 t-IUS2~ FOR +--lUNG TRUSSES
ON GIRDERS UNLESS OT+--IERWISE NOTED.
THESE TRUSS UFLlFT VALUES ARE LESS Tt-IAN CONNECTION CAFACITY.
MASONRY META2(l) I IS(l)(l) 14-1(l)d X lV2'
TIMBER Hl~ I 8S(l) 1~-8d X lV2'
I-IUN~ HUS2~ 1 128~ 2~-I(l)d x 3'
USF
TRUSS JOINT UFL 1FT CONN. l=ASTENERS"
TYFE LOCATION ( LBS) CONNECTION QTY. CAFACITY FER CONN.
NOTE: ALL OT+--IER TRUSS eRG. CONNECTIONS ARE USF 14T A2(l)-18 OR EQUAL
FOR MASONRY: USF HC1(l) FOR FRAME: . THD2~ FOR HUN~ TRusses
ON ~IRDERS UNLESS OTHERW!SE NOTED.
THESE TRUSS UFLlFT vALUES ARE LESS THAN CONNECTION CAFACITY.
MASONRY HT A2(l)-18 I 1 S (l)(l) 14-1(l)d X lV2'
TIM6ER HC1(l) I ~S(l) 18-I(l)d x 1 V:z I
HUN~ THD2~ 1 lS2(l) 18-1~d x 3V:z'
LATEST DATE:
IN PROCESS
REVISION DATE :
09/24/03
STRONGBACKS REQUIR
DUE TO DEFLECTION
DIFFERENTIAL
(SEE STRDNGBACK LETTER
IN ENG, PACK)
..
- 0
0 I H.
I
\'-- T
\5\ U\
Double connector~ to be placed dla9onall~ to each other.
Do not drIve nalle through the tru~~ plate on the oppo~lte ~lde of the true~
whIch could force the plate off the tru~e.
Mounted vertlcall~
PWMB CUi
,
A2
,
r-'
<{
n
<(
BI ~O C\...Ci
A3
B ~O; C\...Ci
~
-
~
I
C".l
- 8
0 \3
\
- - -"
'-D 0 U
CO ~
\
-" C".l
~
u.:,
u.:,
Z
:>L
~'0
C".l
n ~ n
-, -, -,
u w u
o
...-
<{
A 1 1 G E tJROPPfD CiA3\...f
B3GE
DRoppeD CiA;:3\...f
ROOF PLAN
SCALE: 1/4" = 1'-0"
7' -4'1
141-6"
6 ~2"
19 -4"
-
01_6'1
} 10-1/2'1
A1'TENTION!
.-
<~
DON'T UFT SINGLE TRUSSES
WITH SPANS LONGER THAN
30' BY T1-IE PEAK
CONSULT HIB-91
--
?
~?
12
ff
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.
......
~
STEPPES
ADD/ L 2
PLYWOOD
1/4// FOR
& RIBBONS
o
o
D 5AMUEL. A. 6~ENeERG, F.E. -:34245
D Tl-lUY l-l. I-IUYNI-i, F.E. ~~ln
D IRWIN J. eEN50N, FE. "4S1S8
D All A66A5 I-1AKIM, FE. llSo18o
TO me 6E$T Cf TIe OOlNEER5 00J.l.ED(;E AND eELlS:, TIe
5Tro;iURAL Fl.$ AND &F1:CIFICAT!CN5 cct1PI. Y WlTJ.I Tl-E
R.~DA I3llILD~ CODE. 5ECTIa-4 I~ ~ 12~ M.PJ4. 3 5ECGW
GUST, ~ '6' WIND Zaf (2001 ED!T100.
11415 ~ AND DESIGN IS VALID ~ 12 ~ AmR M
DATE 15 51GNED AND $E.6UD.
SIGNED AND 5EtUD ~ Tl-f $Tro;iURAL PORTIa.! Cf 11415
DAAUm Ctl Y.
ROOF FRAMING NOTE5:
1. SEE 514EET 03.1 FOR o14INGLE INFORMATION
AND INeT ALLATION INeTRUCTIONe
DESCRIPTION :
~~
Lf)
a~
C'~
QcJ
u
~~
N~
OO~
\J IN
N
rn~
~~ w
i!'
~ ,61 as
'<;{~ ~N
() O~ ~I
n~ "-.
it" <.:;@
O~ 3; as
O~ f3-
z~
-ld:) 13"-
U)~ LL'" i:5><2
I , ~~
Zw ~~ ~~
~~
q~ ~ r::i!'
ill ~~
dl If)
"t
O~ 0 "-5
. ~<'5
-l~ dl ~'"
-l~ u
ill 0- III ~8
lL~ ..'"
~~
'<;{If) "'>-
."t ~~
~~ ~tj
~" ~~
't~ tj",
""'~ j~
X, gi'5
Ow ~~
dlz
,0 @
Q::r
lLlL
~
~
@ ~ ~ ~ ~ a
~
c:J . ~ a
~ I!.e) ~ ~ (!il
~ ~ ~
~ ij::J i}:J
d w w ~ l'V W
2) 'i? ~ ~ €V ~
@
d '"
~ ~
rg
@ (Fl
~
[!!]
'" @
~ '" [!!] '" '"
[!!]
@~ rg 8 c:::!J
[!!] [!!] @ ~
~ @5 ~ @5 I?
@5 ~ ~ @ @ @
~ @ @ @, I?
~
DATE :
;)6-115-02
SCALE :
AS NOTED
DRAWN BY :
[BULL VANCIE
AUTOCAD 8LE NAME
1827
ENGINEER OF RECORD :
DANSCO
ENGINEERING. P.A.
SHEET DESCRIPllON :
ROOF FRAM~NG
PLAN 'lIA'lP
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. I. 2.
I. 1.3.
I. 1.4.
I. 1.5.
I. 1.6.
I. 1.1.
3. I.
ACI 318-02 BUILDiNG CODE REQlIIREMENTS FOR STRUCTURAL CONCRETE
ACI 530/ASGE 5/TMS 402-ClCl ~ ACI 530, I/Asc.E 6/TMS 602-Cl'1
SPECIFICATIONS FOR MASONRY STRIXTURES.
ASTM C210-Cl2, C416-'1I, AND CClO-ClO SPECIFICATIONS FOR MASONRY STRUCTURES
NATIONAL DESIGN SPECIFICATIONS (NOS) FOR HOOD CONSTRUCTION, 2001 EDITION, AND ALL
ACCOMPANYING SUPPLEMENTS.
3.2.
FLORIDA BUILDIN6 CODE (FBc.) , 2001 EDITION
"MANUAL OF STEEL CONSTRUCTION, ALLOH.ABLE STRESS DES/6N", BY THE AMERICAN
INSTITUTE OF STEEL CONSTRUCTION, (AISC) '1TH EDITION.
3.3.
"DESI6N SPECIFICATION FOR L1eHT METAL PLATE CONNEGTED HOOD TRUSSES" BY THE
TRUSS PLATE INSTITUTE (TPI) ICl'15 EDITION.
1.2. DESIGN:
1.2. I.
1.2.2.
1.2.3.
1.2.4.
I. 2. 5.
1.2.6.
AGI 318-02 BUILDIN6 GODE REQUIREMENTS FOR STRUCTURAL CONCRETE
AGI 530/ASGE 5/TMS 402-ClCl ~ ACI 530, I/ASCE 6/TMS 602-ClCl
SPEGiFICATIONS FOR MASONRY STRIXTURES.
ASTM C210-'12, C416-'1I, AND CClO-<10 SPECIFICATIONS FOR MASONRY STRUCTURES
NATIONAL DESIGN SPECIFICATIONS (NDS) FOR HOOD CONSTRUCTION, 2001 EDITION, AND ALL
ACCOMPANYING SUPPLEMENTS.
PL YHOOD DESI6N SPECIFICATIONS (APA)
FLORIDA BUILDING CODE (FBc.) , 2001 EDITION
3.4.
LOAD FACTOR DESIGN:
3. I. I.
4.4.
THE LOAD FAGTOR DESI6N METHOD H.AS USED TO DESI6N :
CAST-IN-PLACE CONCRETE SLABS AND FOOTIN6S
SERVICE LOAD DESIGN:
3.2. I.
THE SERVICE LOAD DESI6N METHOD H.AS USED TO DESI6N :
MASONRY HALLS AND liNTELS
INTERIOR AND EXTERIOR HOOD FRAMIN6 AND SHEATHIN6
STAIRS AND FLOOR FRAMING
ROOF FRAMING, SHEATHIN6 AND UPLIFT
LOAD COMBINATIONS FOR LFRD DESIGNS:
3.3. I.
3.3.2.
THE FOLLOHIN6 LOAD COMBINATIONS HERE DESI6NED FOR:
TOTAL DL + FLOOR LL + ROOF LL
TOTAL DL + FLOOR LL + HL
TOTAL DL + HL
ALL ROOF AND FLOOR 1RUSSES SHALL BE DESI6NED TO RESIST THE HORST LOAD
COMBINATION RESULTING IN THE MAXIMUM STRESSES PLAGED ON THAT COMPONENT.
BOTH PARTIAL, RJLL, AND AL TCRNATIN6 SPAN LOADIN6 ARE TO BE CONSIDERED.
DESIGN ASSUMPTIONS:
3.4. I.
ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTeD COLUMNS AND H.ALLS UNLESS
SHOHN OTHERWISE IN THE DESIGN PLANS.
4. MATERIALS
\. 3. SHOP DRAHINGS :
4. I.
1.3. I.
1.3.2.
1.3.3.
THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESI6N PL.ANS BY OTHERS
DURING THE PREPARATION OF SHOP DRAWiNGS HITHQUT HRITTCN APPROVAL FROM
THE ENGINEER OF RECOPD.
ALL SHOP DRAHIN6S ARE TO BE SUBMITTED TO THE ENGINEER OF REGORD PRIOR TO
THE GOMMENGEMENT OF GONSTRUG TION.
ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SI6NED AND SEALED BY A
FLA. RE6. PE. AND SHALL INCLUDE, DRAHIN6S AND CALCULATIONS, REACTIONS AND
BEARIN6 POINTS, BRACIN6 REQUIREMENTS, AND CONNEGTIONS TO
SUPPORTIN6 TRUSS MEMBERS.
2. DESIGN LOADS
2. I. DEAD LOADS:
2.2.
2.3.
..
~
2.4.
l-
i>>
;I
..
~
..
;)
;)
II
~
I)
;)
E
2.5.
::D
.
:I
-
,.
ii
-
-
...
!
I
...
...
~
~
t!
!
..
c:
C
~
jJ
U
.J
..
I>>
I>>
...
;::
.,
...
.,
.:::
~
.J
Q
...
~
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. Cl.
2. I. 10.
UNIT HEleHT OF SOIL, COMPACTED,
UNIT HEIG+1T OF REINFORCED CONCRETE :
UNIT HEleHT OF B" G.M.U. BLOGK :
1ST FLOOR SUPERIMPOSED LOAD:
UNIT HEIG+1T OF 2x4 PARTITION H.ALLS :
UNIT HEIG+1T OF 2x6 BEARING H.ALLS ,
BALCONIES ~ DECKS:
TILE ROOF
TOP GHORD :
BOTTOM CHORD :
SHINGLE ROOF
TOP CHORD :
BOTTOM CHORD :
FLOOR TRUSSES
120 PCF
150 PCl'"
40 PSl'"
20 PSl'"
II PSF
12 PSF
15 PSF
4.2.
15 PSF
10 PSl'"
lPSF
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.
SIDE0lALK AND DRIVE0lAY LOAD:
6ARA6E LOADS:
CORRIDORS AND BATHROOMS,
PARTITIONED ROOMS:
Br\LCONY ..",ND DECKS :
STAIR.HJ>.-YS AND LANDIN6S :
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 GHORD MINIMUM:
20 PSF
RAILING LOADS:
2.3. I.
2.3.2.
2.3.3.
2.3.4.
ALL RAILlN6 AND iSUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO HITHSTAND A
CONGENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY
DIRECTION ON THE RAILlN6.
ALL RAILlN6 AND iSUARD RAIL SYSTEM'S ARE TO BE DESI6NED TO HITHSTAND A
HORIZONTAL LOAD OF 50 PLl'" ON THE 6l)ARDRAIL AND A SIMULTANEOUS LOAD
OF 100 PLF APPLIED VERTICALLY DOHNHARD AT THE TOP OF THE iSUARDRAIL
iSUARDRAIL SYSTEM SHALL BE DESI6NED TO HITHSTAND 200lb GONGENTRATED
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 SIMLlL T ANEOUSL Y, BUT EAGH
4.3.
SHALL BE APPLIED TO PRODIXE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS.
HIND LOADS:
2.4. I.
2.4.2.
HIND DESi6N TO BE GONDUGTED IN AGC.ORDANCE H/TH SECT. 1606 OF THE
FBc., 2001 EDITION. AND GONDUCTED BASED ON A 120 MPH, 3 SECOND iSUST,
EXPOSURE "B", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDIN6.
NET UPLIFT DEAD LOADS - 10 PSF SHIN6LE, 15 PSF TILE
DEFLECTIONS:
2.6. I.
FLOOR TRUSSES SHALL LIMIT DEFLECTION TO 11300 TiMES THE SPAN FOR LIVE LOADS
AND 1/240 TIMES THE SPAN FOR TOTAL LOAD.
4.5.
RE I NFORC I NG STEEL :
4. I. I.
4. 1.2.
4. 1.3.
4. 1.4.
4. 1.5.
4. 1.6.
4.1.1.
4. 1.8.
REINFORCING STEEL SHALL BE ASTM A615-C!4 GRADE 40, f'~ = 40 Ksl
LAP SPLICE SHALL BE AS FOLLOHS: #5 BAR 25", !t4 BAR 20", #3 BAR 15'.
ALL DIMENSIONS PERTAININ6 TO THE LOCATION OF REINFORGING ARE TO THE
GENTERLlNE OF EAGH BAR EXGEPT HHERE THE GOVER DIMENSION IS SHOHN TO THE
FACE OF THE CONCRETE.
REINFORCIN6 DETAIL DIMENSIONS ARE OUT TO OUT OF BARS.
REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED
YIELD STREN6TH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF
RECORD .
DESIGN COVER REQUIREMENTS:
C-I-P CONCRETE FORMED A6AINST EARTH:
C-I-P CONCRETE EXPOSED TO EXTERIOR:
C-I-P CONCRE1e NOT EXPOSED :
6ROUT FILLED MASONRY:
PRE STRESSED CONGRETE LINTELS (ADD. REBAR IN) :
PRE CAST GROUT FILLED LINTELS (ADD. REBAR IN) :
HELDED HIRE FABRIC (rlHF): ASTM AI85-ClOa.
DETAIL REINFORCEMENT IN ACCORDANCE HITH ACI 315-LATEST EDITION.
3"
2"
I 1/2"
3/4"
I 1/2"
I 1/2"
CONCRETE :
4.2. I.
4.2.2.
4.2.3.
4.2.4.
4.2.5.
4.2.6.
4.2.1.
CONGRETE TYPE
MODULES OF
MIN. 2e> DAY ELASTICITY
DESIGN Wc.) DESI6N (E)
4.6.
C+P CONCRETE (NORMAL HEleHT)
C+P GROUT
PRE GAST GONGRETE LINTELS
PRE STRESSED CONCRETE LINTELS
2;500 Psi
2,b50 Ksl
2;500 Psi
3,000 PSI
2,b50 Ksl
3,122 KsI
5,000 Psi
4,030 KsI
CONCRETE SHALL GONSIST OF I" MAXIMUM A66REGATE CONCRETE MIX HITH SLUMP
BETWEEN 6" AND T' AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL
CRITERIA.
6ROUT SHALL GONSIST OF PEA ROGK (3/8" MAXIMUM AGGREGATE) CONGRETE MIX
HITH SLUMP BETHEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPEGIFICATIONS FOR
ADDITIONAL CRITERIA.
CONSTRUGTION JOINTS HILL BE PERMITTED
4.1.
METHOD OF CONCRETE FORMIN6, PLACEMENT AND CURIN6 SHALL BE CONDUCTED IN
ACGORDANCE HITH THE SPECIFICATIONS AS STATED.
EARTH SUPPORTED SLABS (EXCLUDIN6 EXTERIOR H.ALK0lAYS ~ DRIVE0lAYS) :
3 1/2" MIN. THICKNESS HI MIN. REINFORCEMENT OF 6.0 x 6.0 HI 1.4 x 1.4 rlHF @
MID-DEPTH OF SLAB. FIBER MESH MAY BE USED ILO. rlHF @ GONTRAGTORS DISCRETION.
GONCRETE PLACEMENT PRAGTICES SHALL BE IN AGWRDANCE HI ALL
ACI- MCP 1'1'1Cl 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 GELLS HI (I) #5 BAR St1ALL BE LOGA TED @ 8'-0" O.C. MAX, @ BOTH SIDES
OF OPENINeS 6'-0" HIDE OR MORE, @ THE HleH SIDE OF ALL MASONRY Hf>..LL
STEPS, t @ ALL CHAN6ES IN DIRECTION OF THE MASONRY H.ALLS.
LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM CClO-ClO, TYPE II
NON-MOISlVRE CONTROLLED.
ALL CELLS ~ CAVITIES BELOH GRADE WILL BE FILLED HI CONCRETE IN ALL
STEM H.ALLS.
l1-1E A66RE6ATE STREN6TH OF THE BLOGK AND MORTAR SHALL BE F'm = 1;500 PSI
MINIMUM.
METHOD OF GONGRETE MASONRY PLAGEMENT AND GONSTRUGTION SHALL BE
CONDUCTED iN AGCORDANCE HITH THE SPEGIFICATIONS AS STATED.
MORTAR SHALL BE TYPE "S" FOR ALL MASONRY GONSTRIXTION.
LINTELS SUPPLIED BY APPROVED MANUFAGTURER:
I) FEGP/CAST-GRETE CORPORATION
2) POHER CONGRETE
B) ALLIED PREGAST
4) LOTT
5) MARION MASONRY
6) HIEKy,jA
S TRUC TURAL LUMBER :
4.4.1.1.
4.8.
SOIL:
INTER[OR LOAD BEARING HALLS S.P.F., fb = 615 PSI, E = 1200 KsI
ALL EXTERIOR FRAMIN6 S.P.F., fb = 615 PSI, E = 1200 Ksl
4.4. 1.2. ALL FRAME H.ALLS TO BE CONSTRUCTED LJSING S.P.F. ,
STUD QUALl1Y OR BETTER
4. 4. 2. ALL PL YHOOD USED FOR EXTERIOR APPLICATIONS
SHALL BE AP A RATED SHEA THI NG EXP I UN.o.
4.4.3. ALL PLYHOOD USED FOR INTERIOR APPLICATIONS SUGH AS SUB FLOORING AND
SHEAR HALLS SHALL BE APA RATED SHEATHIN6 EXP I UND.
4. 4. 4. IF 055 BOARD IS TO BE USED IN PLAGE OF PL YHOOD IS TO HAVE SIMILAR OR
GREA TER SEG TION PROPERTIES.
4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. HOOD IN
CONTACT HITH GONGRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATIN6.
4.4. 6. ~N PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE
MANUFACTURER IS TO SUBMIT SHOP DR..AHIN6S TO THE EN61NEER OF RECORD.
4.4.1. DESIGN, FABRIGATE AND ERECT HOOD TRUSSES IN AGCORDANCE HITH THE "DESI6N
SPECIFICATION FOR LleHT METAL PLATE CONNEGTED HOOD TRUSSES" BY THE
ANSIIWI HCl'15, HIB-ClI AND QST-88.
4.4. B. UNTREATED HOOD SHALL NOT BE IN DIREGr GONTAGT HITH GONGRETE. SEAT PLATES
SHALL BE PROVIDED AT BEARING LOGA TIONS HITHOUT HOODEN TOP PLATES.
4. 4. Cl. ALL EXTERIOR FRAME H.ALLS SHALL HAVE 1/8" ST1..JGCO FINISH PER ASTM C. Cl26.
APPLY 3 LAYERS HI THICKNESS OF 1/8" OYER METAL LAn-I. FIRST 2 LAYERS 3/8" THICK.
EACH, AND 3RD LAYER liB" THICK.
4.8. I.
4.8.2.
MINIMUM SOIL BEARIN6 PRESSURE CAPACI1Y OF 2000 PSF.
ALL SOIL IS TO BE CLEAN t POISONED FOR TERMITES PER FBc. 2001 SECTIONS
1042.0, 104.2.1, 1403.1.0, 1503.4.4, 1816, ICl[6.1.5, 2303.1.4, ~ 2304.
TERMITE PROTECTION -
PLANS MUST SPECIFY TYPE OF TERMITE TREATMENT
. Soil Chemic-aI Barrier Method
. Other treatment - Must spec.lf~ proposed method and submit doc.vmentatlon, Nhlc.h
svbstantlates the proposed method, Is an approved termite protection s~stem or method.
IF CHEMICAL SOIL TERMITE TREATMENT IS USED
I.
FBC 1042.0 - "A permanent sign Nhlc.h Identifies the termite treatment provider
and need for re-Inspectlon and treatment c.ontrac.t reneNal 5hall be provided.
The sign shall be posted near the Nater heater or elec.trlc. panel"
FBc. 1503.4.4 - Condensate and roof dONllspovts shall dlsc.harge at least
1'-0" aNa~ from the bvildlng side Nalls.
FBc. 1503.4.4 - IrrigatIon/sprinkler s~stems Inc.lvdlng all risers and
spra':j heads shall not be Installed Nlthln 1'-0" of the bvllding side Noll.
FBC 1403.1.0 - To provide for Inspec.tlon for termite Infestation, betNeen
Nail c.overing and tlnal earth grade shall not be less than 6 Inc.hes.
Exc.eptlon: Paint or dec.orotlve c.ementltlovs finish less than 5/8"
thlc.k adhered dlrec.tl~ to the fovndotlon Noll.
FBc. 1816.1.1 - Initial treatment sholl be done after all exc.avatlon
and bac.kflll 15 c.omplete.
FBc. 1816.1.2 - Soil disturbed after the Initial treatment shall be retreated
Inc.lvdlng spoc.es boxed or formed.
FBC 1816.1.3 - Boxed areas In c.onc.rete floors for svbsequent ln5tallotlon of traps,
etc.., shall be made Nlth permanent metal or plastic. forms. Permanent form5 must be
of a sIze and depth that NIII ellmlnote the disturbanc.e of soil after the Initial treatment.
FBc. 1816.1.4 - Minimum 6 mil vapor retarder must be Installed to protec.t against
rainfall dlllitlon. If rainfall Oc.c.lirs before vapor retarder plac.ement,
retreatment Is reqvlred.
FBc. 1816.15 - Gonc.rete over-pour and mortar along the foundatIon perimeter
must be removed before exterior soli 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 GONSIST Of' BUT ARE NOT LIMITED TO :
SHAPES, AN6LES, CHANNELS: ASTM A36-36M Cl4 F~ = 36 KsI
ROUND METAL PIPE: ASTM A5B-C!4, 6RADE B Fy = B5 Ksl
SQUARE METAL TUBIN6 : ASTM A500-C!4, GRADE B F~ = 40KsI
HleH STREN6TH BOLTS : ASTM A325-C!4
MAGHlNE BOLTS: 6ALVANIZED ASTM A301-Cl4
SHEET METAL ACCESSORIES SHALL CONf'ORM TO : F\.j = 33KsIHITH 6<10
GALVANIZED c.oATIN6 IN AGCORDANCE HITH ASTM A525-81.
NAILS SHALL CONSIST OF : COMMON HIRE NAILS HITH MINIMUM DIAMETER AS
FOLLOHS: 8d = 0.113", lOd = 0.128", 12d = 0.128", 16d = 0.135".
ALL FASTENERS AND TIE DOHNS EMBEDDED IN CONGRETE OR USED IN AN EXTERIOR
APPLICATION ARE TO REGEIVE AN ANTI-C.ORROSIVE COAT\N6 BY MANUFAGTURER
PRIOR TO INSTALLATION.
ALL FASTENERS AND TIE DOHNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED
FOR IN THE PLANS ARE A MINIMUM.
ALL FASTENER TIE DOWNS, BEAM HAN6ERS, JOIST HANeERS, AND FLOOR TRUSS
STRAPPING ARE TO BE INSTALLED IN AGGORDANCE HITH THE PLANS AND
SPECIFICATIONS.
q.
10. FBc. 1816.1.0 - Soil treatment must be applied vnder all exterior c.onc.rete
or grade Nlthin 1'-0" of the 5trUc.ture sldeHalls.
II. FBC 1816.1,6 - Ari exterior vertic.al c.hemlc.al barrier must be installed after
C;Ol1strlic.tlon Is c;omplete, Inc./udlng landsc.aplng and IrrigatIon. M':jSOII dlstlirbed
after the vertlc.al barrier Is applied, shall be retreated,
12. FBc. 1816.1.1 - All bvlldlngs are required to have pre-c.onstrvc.tlon treatment.
lB. FBc. 18/6.1.1 - A c;ertiflc.ate of c.ompllanc;e must be Issued to the olilldlng department
bt..l a IIc.ensed pest c.ontrol c.ompany before a c.ertlflc.ate of oc.c.vpanc.~ NIII be 15sued.
The c.ertlflc.ate of c.omplianc.e sholl state: "The bvlldlng has rec.elved a c.omplete
treatment for the prevention of subterranean termites. The treatment Is In
ac.c.ordanc.e Nlth the rules and IONS of the Florida Department of Agrlc;vltvre
and GonSlimer Servlc.es".
14. FBc. 2303.1.3 - After all Nork Is c.ompleted, loose Hood and frll must be removed
from beloH and Nithln 1'-0" of the bvllding. This Inc.lvdes all grade stakes,
tvb trap boxes, forms, shoring or other c.ellvlose c.ontalnlng material.
15. FBc. 2303.1.4 - No Nood, vegetation, 5tvmps, c-ardboard, trash, etc..,
shall be bvrled Nlthln 15'-0" of an~ bvlldlng or proposed bulldlng.
CONCRETE EMBEDDED 'J' BOLTS USED FOR UPLIFT ARE TO BE HET SET PRIOR TO
INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE
HITH THE DESI6N PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS.
CONGRETE EMBEDDED TIE DOHNS USED FOR TRUSS AND HALL UPliFT ARE TO BE
PLAGED AROUND EMBEDDED REINf'ORCING PRIOR TO PLACIN6 GROUT.
4.8.3.
SOIL IS TO BE COMPACTED TO '15% MODIFIED PROCTOR AS DEFINED BY
ASTM D 1551-ClI
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 FOLLOHIN6 MINIMUM PROPERTIES,
E = 2,000,000 PSI
Fb = 2,<150 PSI
Ft = 1,850 PSI
Fc. = 500 PSI (PERPENDICULAR)
Fc. = 2,100 (PARALLEL)
Fv = 2B5 PSI
ATTENTION: Cl-4EMICAL Cl-4ANGES IN PRESSURE TREATED UJOODS
A5 OF DECEMBER 316T, 2~fZ)3, C~ROMATED COPPER AR6ENATE (CCA-C)
WILL NO LONGER BE PRODUCED FOR r<e5IDENTIAL OR GENERAL
CON5UMER U6E. 5EVERAL NeUJ FRE6eURE TREATED WOOD ALTERNATlVE6
~AVE SEEN CREATED TO REPLACE CCA-C. MANY OF TI4E NEW PRE66URE
TREATED UJOOD5 U6E C14EMICAL6 T~AT ARE CORR061vE TO 5TEEL. 11" 16
TI4E CONTRACTOR'5 RE6PON5161LITY TO VERIFY T14E TYFE OF WOOD
TREATMENT AND TO 6ELECT AFFROFRIATE CONNECTOR5 TI4AT RE616T
CORR06/0N. FOR EXAMFLE, ACQ-C, ACQ-D, C6A-A, OR CA-6 REQUIRE
~OT-DIFFED GALvANIZED OR eTAINLEe5 eTEEL FAerENER6. DOT'60DIUM
BORATE (SeX) DOE5 NOT.
INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENGED, QUALIFIED
STEEL ERECTOR.
FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE HITH A.I.5.C.
"SPEGIFIGATION FOR n!E DESI6N, FABRIGATION, AND EREGTION OF STRUGTtJRAL
STEEL FOR BUILDIN6S".
STRLJG.lVRAL STEEL: ASTM A36-36M '14.
STEEL TUBIN6: ASTM A500-C!4, 6RADE B.
HELDED CONNECTIONS: ElOXX ELECTRODES, MINIMUM SIZE FILLET HELDS 3/16". AHS
GERTIFIED HELDERS. GERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST.
HHERE STEEL BEAMS ARE CONTINUOUS OVER WLUMNS, PROVIDE HEB STIFFENER
PLATES ON EAGH SIDE OF THE HE3, OF A THICKNESS EQUAL TO BEAM FLAN6E
THICKNESS, LOGATED AT THE CENTER LINE OF THE TUBE GOLUMN.
THE StEEL FRAME IS "NON-SELF SUPPORTING". ADEQlIATE TEMPORARY SUPPORT
SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR
ELEMENTS ARE IN PLACE.
D &AMUEL A GREEN6ERG, F.E. t:34245
D T~UY ~. ~UYN~, F.E. ~~122
D IRWIN J. 6EN5ON, F.E. .4~158
DALI A66A5 ~AKIM, FE. 4IS~18~
TO THe eeeT C4= THe ~lNEER'e t<l-l~ Pl'iD eELla:, THE
e~ ~ Pl'iD eFECIFICATI~e cct1P1..Y WITH THE
FLORIDA eull_DI~ cooe, eeCTIa-.l16~ FOR 12" ~ 3 ee~
GOeT, ~ 'a' WIND ZOO! (2001 EPITICW.
THle DAAJ)~ Pl'iD DeelGN 15 VAl...ID FOR 12 I'1a-4n-1e >>TER THe
DATe IT Ie 51GNED ~ eeAl...ED.
SIGNED AND eeAI...ED FOR THe S~TlJRAL. FORTla-.l OF THIS
DRAWINCS a-a. Y.
D E DANeCO
ENGINEERING" P A
PD. ISO)( ~H · AftOLLO eI!!ACW · FLOIltIOA · ""12
PWGN! · (eIJ) ... '*6 PA>< · (&15) .. MU
... ~... fC\ THESE DRA'MNGS AND DESIGNS ARE Tl1E JOINT PROPERT'T' OF DANSCO ENGINEERING, P.A. AND Tl1E
....,....,.., ~CUENT ON Tl1IS PROJECT. ANY REPRODUCTION OR UNAUTl10RlZED USE IS PROHI81TED. - 2003
& REVISED 08-15-03
& CREATED 01-02-02
3
120
SEC.
MPH
GUST
l.ENNAR 1-IOME6
TRPA DM&lGlN
B.V.
N:/BLOCKS/STD 2001
61ltUCTU~ NOTE& ~ET
DE Joe NO. FM - 5~21 eN1
STRUC TURAL NOTES
COMPONENT It CLADDING DESIGN PRESSURE
(120 MPH,3 SEC. 6UST, 2.1/12 TO 6.'1/12 PITCH, EXPOSLJRf: B, IMPORTANCE FACTOR=!)
(PSF)
10
20
50
100
125
NOTES: I FOR EFFECTIVE AREAS OR WIND SPEEDS BETI^lEEN THOSE 61VEN ABOVE, THE
LOAD MAY BE INTERPOLATED, OTHERWISE USE THE LOAD ASSOCIATED wm-t
THE LOWER EFFECTIVE AREA.
2 TABLE VALUES SHALL BE ADJUSTED FOR HEIGHT AND EXPOSURE BY
MULTIPLYIN6 BY AD....tJSTI1E'NT COEFFICIENTS IN TABLE 1606.2D OF THE FLORIDA
BUILDlN6 CODE 2001.
3 PLUS AND MINUS SI6NS SI6NIFY PRESSURES ACTIN6 TOWARD AND AY--lAY FROM
THE BUILDIN6 SURFACES.
TRIBUTARY AREA
(FT2)
REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS
(RE: FBC 2405.2.1)
2405.1 Senerol. Individual glozed oreas Including gloss mIrrors In hazordous locotlons
such 05 those indlcated in 2405.2 sholl pass the test requirements of CPSC 16-c.FR,
Port 1201 or by comparotlve test sholl be proven to produce or least equivalent performances.
Exceptions:
I. PolIshed wire gloss Installed In fire doors, fire windows ond view panels In fire resistant
wolls ond hazordous locotlons In 2405.2.1(3) ond 2405.2.1(4) sholl c.ompl~ with ANSI Zcr7.I.
2, Approved plostlc materlols used 05 glozing In hazordous locations sholl compl~ with ANSI Zcr7.I,
2405.2 Hazardous Locations
2405.2.1 Tne following sholl be considered speCifiC hazordous locations for the purpose
of glozing,
I.
610zlng In swinging doors and fixed and sliding panel$ of slld1ng
(patIo) door a$5emblle$.
ROOF WALL
(&Cpi = +/- 18) (6Cpf = +/- 18)
14.'1 -50.1 25.'1 -34.1
13.6 -45.4 24.1 -32.4
11.'1 -3<1.3 23.2 -2<1.3
10.5 -34.1 22.0 -26.<1
10.5 -34.1 21.1 -26.2
2.
610zlnq In doors ond walls of enclosure$ for hot tubs, whirlpools,
sQunaS';' steam rooms, bathtubs,2howe?rs o,nd oth",r such fac.llltles
where such C1lozln.;.1 Is IQcoted :;;6 Inches ('114 mm) or less,
measured h<1rrzonrall~, from a standIng or walkIng surfoce within
the enclosure and where the oottom edqe of the exposed glozing 15
less than 60 Inches (1524 mm), measured' vertlcall~, ooove such
standing or walking surfac.e.
PRECAST LINTEL
SAFE 6RAVITY LOAD TABLE
LEN6 TH
3.
610zlng In on individual fixed or operaole panel adlacent to 0 door
where the nearest vertical edge 15 within a 24-lnc.1; (610 mm)
rodlu5 of the door In a closed position and whose oottom ~dqe Is
le$s than 60 Inc.hes (1524 mm) ooove the floor or walking surface.
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
Exception:
I. 610zInq in walls perpendicular to the plane of the door In a closed pOSition In &roup R3
or witFiln dwelling units 1n &roup R2 $hall be subject to 2405.2.1(4).
61azlnq in on Individual fixed or op,eraole panel, other thCln those
10catl<1ns described In items 2 anCl 3 above, that meets all of the
following conditions:
4.1 Expo$ea aref of an Individual pone greater than 'I sq. ft.
(0.84.m )
Bottom edge less than I~ Inches (451 mm) ooove the floor.
Top edge greater than 36 inc.hes ('114 mm) obove the floor.
One or more walkIng surfaces within 36 Inc.hes ('114 mm)
horrzontall~ of the plone of the glozing.
4.
4.2
4,3
4.4
5. All glozIng In roll1ngs regClf"dless of area or heIght above a walking
surfoces including $tructural baluster panels and non strvctural in-
fills panels.
6, 61azlng in wall$ and fences enclosing Indoor and outdoor swimming pool$ and
spos where the bottom exposed edge of the glOZing 1$: (I) le$s than 60 Inches
(1525 mm) aOove the walking surfac.e on the pool side of the glazing, and (2)
the glOZing is within 60 inches (1525 mm) horlzontall~ of the wciter's edge of a
swimming pool or spa. This sholl oppl~ to $Ingle glOZing and 011 pane$ in
multiple glozing.
SAFE LOAD - POUNDS PER LINEAR FOOT
UNFILLED FILLED
2302 6,861
2302 6,039
2,029 4,657
1,624 3,662
1,184 3,241
972 2,718
937 2,332
767 2,040
573 1,529
456 1,392
445 1,234
414 1,140
362 1,073
338 1,003
N.R. 1,370
N.R. 1,203
N.R. 950
N.R. 750 --
N.R. 610
N.R. 570
N.R. 470
~ SAFE LOAD VALUES ARE BASED ON MANUFACTURER'S CALCULAllONS.
~ 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:
......
n a..
>>::z:
~
N >.
..0
8
o ~
.. <J'
o G)
... "0
.. 0
n -
... ::I
-<
o
... '-
o
.... -
u
:> I
o Q:)
<D "
:=.....
~~
o
N <J'
z: G)
:0 ()
- -
>- >
..J <D
- "0
IN
.a.._
, -l
.u(!;7
..J ,
:!:'a..
z:::z:
:0 "0
<':;;
1.. ~
I ~
- a..
_ I
~~
z: G)
z:-
.u :.
..J CD
-::z:
,...
.
8 CD
N $
co
~
- -
:0 CD
- ..,.,
:0 C
I&:: a
S-;)
..J G)
DO
-
ua..
~:x:
A)
B)
C)
D)
GLASS BLOCK INSTALLATION PERFORMED IN ACCORDANCE WlTri FBC
COVER SILL AREA WlTri 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 LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WlDTri 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 POSmON. (PLACE
A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSmON.) DO NOT
REALIGN, TAP, OR OTriERWlSE MOVE BLOCK AmR INITIAL PLACEMENT. FOR SOUD GLASS
BLOCK IT MAY BE NECESSARY TO USE WEDGES IN TriE MORTAR JOINTS OF TriE LOWER
COURSES TO PREVENT TriE MORTAR FROM BEING "SQUEEZED" OUT.
INSTALL PANEL REINFORCING IN EVERY OTriER MORTAR BED HORIZONTALLY AND IN JOINTS
IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WlTriIN PANELS, (TriE 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 TriAN 6 INCHES VVHENEVER IT IS NECESSARY TO USE MORE
TriAN ONE LENGTri. DO NOT BRIDGE EXPANSION JOINTS WlTri REINFORCING, INSTALL
REINFORCING AS FOLLOWS:
* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
* PRESS PANEL REINFORCING INTO PLACE.
* COVER PANEL REINFORCING WlTri UPPER HALF OF MORTAR BED AND TROWEL
SMOOTri. DO NO FURROW.
PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
FURROW. MAINTAIN UNIFORM JOINT WlDTri.
SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
REMAIN FREE OF MORTAR.
STRIKE JOINTS SMOOTri VVHILE MORTAR IS Sl1LL PLASTIC AND BEFORE FINAL SET. AT TriIS
TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTri EQUAL TO TriE WlDTri OF TriE
SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.
TOOL JOINTS SMOOTri AND CONCAVE. BEFORE MORTAR TAKES FINAL SET. (REMOVE
WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT TriE VOIDS WlTri MORTAR.)
6' MIN.
lAP SPLICE
NOTEI
SEE GLASS BLOCK
INST AllA lION NOTES.
GLA55 BLOCK DETAIL
I)
J)
K)
AmR FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.
APPLY SEALANT EVENLY TO TriE FULL DEPTri OF RECESSES IN ACCORDANCE WlTri TriE
MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS.
A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING.
FOR WlND SPEEDS UP TO 110 MPH*. PER PITTSBURG CORNING RECOMMENDATIONS FOR
INSTALLATION OF GLASS BLOCK.
E)
20 go.. PANEL
ANCHOR
9 gOo. PANEL
REINFORCING
<EVERY OTHER
COURSE)
~EXPANSICN STRIP
1-114' EXPANSION
BiJL T (2 PER
ANCHOR)
~
--:~
/1 ~ ...~{~
k':fm~il2 .' .... :::~
J:%\H\\\ ~ .,;i,i;;\\\ ,,;:"';;\;;;:
/ I~,\\\\i;;~;;:\\ \\;;",.'
/ ~~~;;;~~~ll~\ f:\\\\\' ~~~::::...
lmlm~~H~ p
;;; -SEALANT
""
~XPANSION STRIP
~SEALANT
6' MIN.
lAP SPLICE
'" I REINFORCING
PANEL
F)
G)
H)
* (110mph FASTEST WIND= 130MPH, 3 SEC. GUST. FBC TABLE 1606.1.6.1)
ROOF DIAPHRAGM NAILING SCHEDULE
(::=)J
RIDGE UNE ,
+ + + + + + + + +a ~. + + + + + + + + + + + + + + +
+ + + + + + + + 0 + + + + + + + + + + + + + + + +
+ + + + + + + + +.1 + + + + + + + + + + + + + + +
+ + + + + + + + ~ + + + + + + + + + + + + + + + +
, +
~ ~ 6';;0' (Tl1') + +
/ :+:/:+}~ /
+ - +
+ + + +
, +++ +++
+ + + + ~+ + + a + + + + + + ~+ + + + +
+++++ ++ 9 +++++++ +++++
+++++ +++<.0 +++++++ +++++
.J. .J. + + + -, + + ,+ + + + + + .J..J.
"-RIDGE UNE
120 MPH 3 SECOND GUST EXPOSURE "S" 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" a.c, @ GABLE END WALL OR GABLE muss Sd COMMON NAILS @ 12" a.c. INTERMEDIATE
.131~X2"1/2" LONG GUNNAIL"@ 4" O.C, .131~X2 1/2" LONG GUN NAIL @ 4" O.C.
.120~X3" LONG GUNNAIL @ 4" a.c. EDGES & s" O.C. INTERMEDIATE
,1130X2 LON"G GUNNAIL @ 3 O.C~ .120~X3" LONG GUNNAIL @ 4" O,C.
,0990X2 1/4 LONG GUNNAIL @ 3 O.C. EDGES & 8" a,c, INTERMEDIATE
,1130X2" LONG GUNNAIL @ 3" a,c. EDGES
(STAGGERED) & 8" O.C. INTERMEDIATE
,0990X2 1/4' LONG GUNNAIL @ 3' O.C.
EDGES & 6" a,c. INTERMEDIATE
....1
+ +
+
+ +
+
+ +
+
/6'-0'
/ /
6'-0"
/
+ +
+
+ +
+
+ +
+
+ +
+
+ +
+
+
+ +
+
~ + +
co +
<3 + +
+
+ +
+
+ +
~
~
D
NOTE: 1) SEE S1RUC11JRAL N01ES FOR SHEAlrilNG SPECIFlCA110NS AND 'MND SPEED,
2) END JOINTS OF lriE ROOF SHEAlrilNG SHALL
BE STAGGERED AND OCCUR OVER FRAMING MEMBER.
3) SCHEDULE ASSUMES SHEAmNG IS FASTENED DIRECTI.Y TO SOUlriERN YELLOW PiNE OR DOUGLAS
FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE Of LUMBER, CONTRACTOR MUST
CONTACT DANSCO ENGINEERING, P.A. FOR ALTERNATE FOR NAIUNG PATTERN,
D 5AMUEL A. GREENBERG, P.E. ~424B
D T~UY ~. ~UYNH P.E. ~g122
D IRWIN J. BEN50N, P.E. #4<jlB8
D All ABBA5 ~AKIM, Pl=. ~6186
TO Tl-4E 6E5T OF Tl-4E ENGINEER'5 KNOWLEDGE AND BELIEF, Tl-4E
5TRUCTUAAL PLAN5 AND 5PECIFICATION5 COMPL Y WITI4 TI-lE
FLORIDA BUILDING CODE, 5ECTION ibe>b FOR 12~ MPI4 3 5ECOND
CiJ5T, EXPOetlRE '6' WIND ZONE (2001 EDITION).
T1415 DRAWING AND DE51GN 15 vALID FOR 12 MONT145 AFTER Tl-4E
DATE IT 15 51C:sNED AND 5EALED.
51GNED AND 5EALED FOR Tl-4E 5TRUC1l.lRAL PORTION OF T1415
DRAWING ONLY.
r
DE
"\
D At\l5CO
ENGINEERING, F AI
P.o. BOX ~ - APOLLO eEAC14 - FLORIDA - ~~&'2
~ - (&13) 64& 0t66 FAX - (&I~) 64& <a6<a&
e6 4&tA\ f(\ 111ESE DRA'MNGS AND DESIGNS ARE 111E JOINT PROPERTY OF DANSCO ENGINEERING, P.A. AND 111E
IV ~ClJENT ON 111IS PROJECT. ANY REPRODUCTlON OR UNAU1110RIZED USE IS PROHIBITID. - 2003
ffi CREATED 01-02-02
3
120
SEC.
MPH
GUST
NOTE: IT IS THE CONTRACTORS RESPONSIBIUTY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCllON
BEGINS, DANSCO ENGINEERING P.A. IS RESPONSIBLE FOR THE STRUCTURAL IN1EGRITY OF THIS
PROJECT ONLY. ANY DISCREPANCY BE1WEEN FIELD CONDlllONS, OTHER DESIGN PROFESSIONALS'
SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED
DRAWINGS MUST BE BROUGHT TO THE A TTEN II ON OF DANSCO ENGINEERING P.A. PRIOR TO
THE COMMENCEMENT OF CONSTRUCllON.
&EAL\
TAMPA Dlvlef~
DRAUN B.v.
N:/BLOCKS/STD 2001
LENNAR ~OMEe
ecALE NOTED
DATE 1/2/02
eTRUCTURAL NOTEe 4 T A6LEe
"-
DE JOB NO. FM - 5021
eN2
.J
\....
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 ~ 7/16" O.S,B. MIN. SEE ROOF
CD GYP. J:::S. NAILING SCHEDULE ON SHT. SN2
~/~,~Dw~L~ 17\)\7'\7'\1\2\ 'c-'t.-:l- .... _ ELEV. VARIES
BOARD WI.,~ ' ~~"
DRYWALL SCREWS ~l-J' ~~ ~ALUMINUM DRIP EDGE
@ 7" O.C. CEILING / \ ~'~"--ALUMINUM FASCIA
& 8" O.C. WALLS t:: ""l ~
R30 MIN. BATT OR E \ . 2x4 SUB FASCIA
1x2 P.T. HORIZONTAL NAILER l::: \-'-~
STD 90' HOOK t:: 8"x8"X16" KNOCK-OUT BLOCK
(SEE DETAIL) / ~ WI 1#5 CONT. FILLED
~ SOLID W/GROUT
R4.2 MIN. ~
INSULATION ~
ON EXT.. BLOCK WALLS "- /" C
C.M.U. TYPI AL
.~ t=
l:::
1 x2 PT WD FURRING "-" /TYPE "S" MORTAR
@ 24" O.C. l:::
,/ t::
~
I- ~ ARCHITECTURAL
1/2" GYPSUM E / FINISH
WALLBOARD U.N.O. t::
f--1~1=
_lo=~'=~
(1) #5 VERT. IN FILL CELLS
.~E7'=- (SEE FOUNDATION PLAN FOR LOCATIONS)
'/t
t::
'/ 4"x4" INSPECTION PORT AT
3 1/4" BASEBOARD ! A EACH FILLED CELL TYPICAL
6x6 W1.4xW1.4 WWF;\\ ~ E ~ STD. 90' HOOK
OR FIBERMESH I- ". / (SEE DETAIL)
CONCRETE SLAB WITH BROOM \ If V ~ MIN. 2500 PSI
FINISH SEE STRUCTURAL NOTES \ r- ~ / ~. CONC. SLAB
i: ~A~~IE~~~~':\~'~~~~~?~:: ~ ;
>') it' ~ )\/"/-
./i~VV~
3' " // /
(2) #5 REBAR CONT. MIN. CLR. I CLEAN POISONED AND COMPo
ON 3" CHAIRS TYP. 1'_4" 1/" SOIL. (COMPACTED TO 95% MODIFIED
U.N.O. PROCTOR ASTM 01557)
PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O.
ELEV. VARIES "'1\
~~ 'CIJ'
/j ~ ~1" x 2" FURRING
LJ '- , 1" x 6" ROUGH SAWN CEDAR
'\, 2x4 SPRUCE SUB FASCIA
~2" U.N.O. ~12" ALUMINUM
, VENT1LA TED SOFFIT
8"x8"x16" NOMINAL BLOCK WITH
3/8" MORTAR BETWEEN COURSES
SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS
~WHERE UPUFT STRAPS ARE NOT REQUIRED, PROVIDE
2-16d NAILS @ 24" O.C. FROM TOP PLATE TO
BOTTOM CHORD OF TRUSSES OR 2x4 BLOCKING)
1x4 P.T. BASE NAILE
- F\ ~~:::
.
~
~~-~ ~~
.~ v~~
~
~<:SS
#
~~~
#~
,/' ~
~<S> ~
9..0'
:: :: (1) #5 VERT. IN FILL CELLS
3/4" BASEBOARD == == w ~ (SEE FDN. PLAN FOR LOCATION)
MIN. 2500 PSI ____ . ()
CONC. SLAB'l\ ~= ~ ~ 0: ............---4"x4" INSPECTION PORT AT
6X6 W1.4XW1.4 WWF ~\ ::: ~ if) ---- EACH FILLED CELL TYPICAL
OR FIBERMESH - ~ <{
" 2 ~I -"Y HEADER BLOCK U.N.O.
~ ~t= ~. 4 -4 - \ .. ~ / ~ b ~
:: "',~~~~'" YM: .J ~RA,9r; -" "ex; g ~
~ ~ ~y I I ~<<<~\<<~1
6 MIL VAPOR BARRIER %~J! 4: ~~~~> ~
CLEAN POISONED AND COMP.--1 '. ~~'. ~~~' ~
SOil. (95% MODIFIED PROCTOR/~,,>\ /)'i>0~
PER ASTM 01557) / 3" ~STD 90' HOOK
MIN. CLR. .
(2) #5 REBAR CONT. 1'-4" (SEE DETAIL)
ON 3" CHAIR
~
~ NOTES:
1. FILL ALL CELLS BELOW GRADE WHEN
'M1EN STEM WALL IS LESS THAN 40"
ABOVE GRADE.
2. FOR STEM WALLS GREATER THAN
40" HIGH CONSULT ENGINEER.
I II II II II
I II II II II
~=====ir------')l- -~r-------_-J1--=--=--=--=- -=--=--=--=-4-=--=--=--=--,r-=--=--=--=-J_L.=-.=-.=-.=-..,-r=-_=__=__=_-= .r-FI RST BLOCK TO BE
::: :: :: I: :: SET IN MORTAR
I II II II II II
I II II II II II
i= = = = = :LL_-...:-_-_-=,,, = ~i.=_------~-r-=--=--=--=-~-=--=-.=--=-.,-r-=--=--=--=-...l~-=--=--=--=-.,r_-=--=--=--=-...l __=__=__=_-=
I II II II II
I II II. II ~ IT I ~3/8" MORTAR BETWEEN
: :: :: :: ~ II SLAB & BLOCK
~ = == =1:------:--="k ~ ~~--------~-=--=--=--=-:T-=--=--=--=-~-=--=-.=--=-:T~-=- _L_-_-_-_-~: -==
I II II II I II , "
ELEV -0'-5 1/4" I r===-JL--------iT= ~L...-...:----~T-=--=--=--=-JL-=--=--=-.=-:T -~ .~. ~I" . :~~." .' ELEV. ~.~.~. $- "
..... .'~-_-_-----jL- ...JL L ~ . 0
~ A.F.F. ( ":'4". ',44:.,. 4"".4 ... ..,,:.....".. ..... """7'. 4. /,,4"~4 ,\., ELEV. -0'-4 1/4"$- ~
~ ~ ~ · 2"x6" RIPPED TO AC~UAL41'/4" WIDE ,;~. 4 :'4 ~ " 4 ..' . . " . . A.F.F. e
1'0 gs <5 ".'OR 2"x4" WITH 3/4" FURRING . 4 4' 4. (::)
...- :::2: --:> ...... .~. . '4.1 I.. ". '. ".4. ". '4'. " 't :4. N
1/ 'i." .'. . ~GARAGE DEPTH". ". ..4 "t.'4 . .,:4,.. '-
4
/ VARIES 4" 4. .''.'4'' "4/'
..d . ,4 '.. ,4 4' <I. d.
8"x4"x16" NOMINAL
BLOCK WITH 3/8"
MORTAR BETWEEN
COURSES
S.P.F. DOUBLE TOP PLATE~
'"
~TRUSS BOTTOM CHORD OR
2x4 BLOCKING W/ 2-16d
TOE NAILS @ EACH END
AL TERNATE FASCIA
oCALE: 3/4'=I'-~"
CONTINUOUS TO FOOIER BELOW
9~O f-IOOK DETAIL
lei) KO. BLOCK
ALTERNATE 5TEMWALL FOOTING j
SCALE: 3/4'=I'-~" 1
SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION
AA ,
51 I
GARAGE SLAB AT STEP ~
SCALE: 34 ': 1'-~' ,
----
B\
61 J
. l--
SIMPSON SP2 CONNECTOR
- tc~
~
~1/;2"X S.P.F. ~OR EQUAL)
1/2" CDX PLYWOOD OR 7/16"~ ~?" STUDS@16'O.C.U.N.0.
O.5.B. SHEATHING REO'D. FOR
ALL EXTERIOR OR SHEAR WALLS (1) ROW 2x BLOCKING @ MID HGT. FOR
~~~Ng~C~~~~~N~~/~~N. - ^1- WALL H,,". < 8'-6". (2) ROWS, 2x" BLOCKING
COMMON NAILS @ 4" O.C. @ - ~ @ 3rd PTS FOR WALL HGT. > 8 -6 .
BOUNDARIES, 6" O.C. @ EDGES, ~'r19
AND @ 12" O.C. @ FIELD ___________ ~v
SIMPSON SP1 CONNECTOR
_ l--
1/2"0x8" ANCHOR BOLT@24"0'C-;:'IV2XP.T.BOTTOMPlATE
W/ 2"0x3/16" PLATE WASHER (TYP.) r 6X6 W1.4XW1.4 WWF
C' MIN . ___ ~~ _ O~~IBER~\ .F
~ T .7 . C>. .~'/... /;l"/ /" '/ / >- '/ "
.' '1 --::. ~ ~'-:-.~ -. .,; ,,~: ." '~K^,<(/J 3 1/2"-4"
b;:~ 3 1/2"-4~AVAV~ ". ...... ;y;';,/>~ MIN.
MIN. "//~/-l'V,,~~,,-~v
/>.("/~y~ /, /
(2) #5 CONr/ 4" 1'_4" R"
""'==
--
1 /2"~ ANCHOR BOLTS
@ 24" O.C. W/ 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 BLOCKINI\ ~ "~2x STUDS@16"0/e
@ THIRD POINTS :->: /
~ I .---R11
1/2"0 x 8" "l BOLT @ 24" o/c ~ ~
W/ 2"0X 3/16" PLATE WASHER TYPICAL ~ r~~~l~ff~~~'~H/ ~i~LA~~K~E~~67/8.
NOTE' ~ YER /8" T1.J
HILll'1/2"0 KWlK BOLT II \ ~ OVER METAL LAlli. FIR~T 2 LA S 3 >nICK
Wi 8" MIN. EMBEDMENT MAY ~ EACH. 3RD LAYER 1/8 1HICK.
BE USED IN LIEU OF ANCHOR >
BOLTS. < jSIMPSON SP1 @ EA. STUD
6x6 W1.4xW1.4 VVWF \ ~
OR FIBERMESH ~I 2X P. T. PLATE
I~-
t 20" MIN. LAP t
vvv~' ~~:xxx. '.)(XY ';xx./ >'^'/ ~/ Q'&
"--13 OR #4 REINFORCING BAR
\
A r2x S.P,F. STUDS @ 16" O.C.
--
1/ v I V-2x STUD
I" 1- "c U
I ~! /8 .M..
/frl/
I 1)1 ~ 1"x P.T. STUD
I yV
:..V I ~ #5 VERT. IN FILLED CELL
: -; v-- 1/2" x 6" "J" BOLT
.~I @ 24" O.C. VERT.
T I
I I
I j.-v-2x P.T. PLATE
yl
'1 I
_ 'IV""
1x4 P.T. BASE NAILE
LOAD BEARING OR-
EXTERIOR WALL
-. ----------.
.
lf3 .. -4 LAP SPLICE
25" MIN. LAP {'
'M' ^J<~~R~~R= B~ ~ ~
U.N.O.
MIN.
HUD COMPLIANT TYPICAL WALL SECTION
NOT TO 5CALE
(;;\
61 f
. . -,.- "'.-...:..
~ . ---:-:- 0-:---' ~ 7"~. --; - . . ~
~ ~ ~ c .' ~ v~'->/)0 v)0 v~
.~ ." ~ ~ A ,,~ ~~~0<<
C> '-a ~A.. I/~~~~
~~~%,>>>)$/>>~/~*"
'\ /, '" /, '" /, '\ /, '\ "-
FRAME WALL TO C.M.U. WALL CONNECTION~,
r
SCALE: 3/4":1'-@" 51
.
~z
~5E
~
" .
.~ '----,-,.
~~. ~.:J ..Ii FINISH GRADE
/~.' t:....~~~ ~z
~"< .~. ,; ~\L-</('\(/('\ .- ~
\,,'!. ~ . . " :..."- " '/'\,
'\ /Yj<'7~~<<Y /
-< ,,,,,,,<, ",,< " ",.' "
4." 1'-4"
4lS LAP SPLICE
l' 36" MIN. LAP f
~.,," x~ ~,xx^~XY ~:~;:~~~~~~^~~^0X~ ;,'-^/ / ,
~6 LAP SPLICE
NOTE:
SIMPSON HETA20 @ EACH STUD
WITH 16-10d X 1-1V2" MAY
BE USED IN LIEU 0 ANCHOR
BOLTS, PROVIDED HETA20
EXTENDS UP STUD.
SIMPSON SP1 's ARE NOT
REQUIRED W/ THIS ALT.
oCALE: ~4"=1'-~"
fZ\
\.517
~
VVVs
TYPICAL BEARING WALL ~ 5TEP
(1) SIMPSON SP1 TiP. ~ .
~'i
1\ ~
NOTE:
HILT! 1/2"0 KWIK BOLT II
wi 8" MIN. EMBEDMENT MAY
Bt: USED IN LIEU OF ANCHOR
BOL TS.
/~y/
6 MIL VAPOR BARRIER
OOCl Z
I
';-~
#5 REINFORCING BAR J
~"".
R 17/87
c
~
SEE UPLIFT SCHEDULE FOR UPUFT CONNECTIONS
~ 1~~~~E UPLIFT STRAPS ARE NOT REQUIRED, PROVIDE
~d NAILS @ 24" O.C. FROM TOP PLATE TO
:d'" -
S.P.F. DOUBLE TOP PLATE~~ ~TRUSS BOTTOM CHORO OR
/~ 2x4 BLOCI<ING W/ 2-16d
SIMPSON SP2 CONNECTOR----'" ~L-- TOE NAILS @ EACH END
-VA
- ~
~~V2"X S.P.F. (OR EQUAL)
/I><~ STUDS @ 16" O.C. U.N.O.
(1) ROW 2x BLOCKING @ MID HGT. FOR~ ~k:19
WALL HGT. < 8'-6". (2) ROWS, 2x" BLOCKING ~
@ 3rd PTS FOR WALL HGT. > 8 -6 . ~ 1/2"0x8" ANCHOR BOLT @ 24" O.C.
~ w/ 2"\2Ix3/16" PLATE WASHER (TYP.)
SIMPSON SP1 CONNECTOR ~k"
2x P.T. BOTTOM PLATE~ ~ r 6X6 W1.4XW1.4 WWF
ct ~IN ,,~ ___ -,L~ ~ O~~~~ER;H ~ F
" ~ ( f ~. c.- __,;,--k;.Jt.. · ~0.vy 3 1/2.-4~
oo~ 3 1/2"-4~AYAY~ ~ " '. . '.' · ;-);';)/>~ MIN.
MIN./"/ /~V'l'((v'\.v'\.~"-
/~'." /A: ,/A'\/ r-.. /
(2) #5 CON 'FIlA" 1'_4" R"
CLEAN POISONED AND COMPo
SOIL (COMPACTED TO 95% MOD/FIE
PROCTOR ASTM D1557)
#S 5 TD. ~0 0 l-40OK
""'=""
TYPICAL EXTERIOR FRAME WALL FOOTING I
SEE A/S1 FOR MORE SLAB INFORMATION 6CALE: 3~ ':1'.0' ,
E
51
\
I
~
REBAR DETAILS
oCALE: N.T.e.
fF'\
Q0f
SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION
TYPICAL C.M.U. BLOCK WALL
EXPANSION JOINT,
R"
\-' 1/ C.H.D. RECESS
,#5 CONT.,,\ \ cl1/2' MIN.
\0 t)V)/X '\.~ ~ d <<V<<~I \,
y~)S>~'>.."'> J' .. . ~'Yj5j5" ~
'i~0!P .~ 'r(~~'
y~'\ I .". ,,(,.', "-..
. <<,,~ 1"->>0 ~r~~~~/
'\>> ~. :<v //~/;, / :\: /'
/ . Lih 3" MIN. CLEARANCE
_______BLOCK WALL BEYOND
P.T. 2x4 1/2" GYP. BD.
SOLE PLATEX....... HOLD GYP. BD.
~ Y< ~~11/2" FROM SLAB
. ~ . -----CONT. BEAD -
, >-<. z SEALANT
$O'-O"~ . .~(~ '/~
. /: . .~.w ) -4"
'. .. 1 $-
4. . .. Q_
HILT! X-CF NAILS @ 12" O.C. ~ ~'.Y
STAGGERED, FROM BOTTOM 6X6 W1.4XW1.4 WWF OR FIBERMESH
PLATE TO CONCRETE OR EQUAL
2X S1UDS @ 24" O.C. U.N.O.
NOTE:
SEE SEC110N C/S1
FOR ADDI1l0NAL INFORMA 11 ON
--,f'.V(1) ROW 2x BLOCKING @ MID HGT. FOR
V WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING
@ 3rd PTS FOR WALL HGT. > 8'-6".
~
INTERIOR \
~ ~1/2" GYPSUM WALLBOARD U.N.O.
~_ W/ DRYWALL SCREWS @ 8"0.C.
GARAGE
I ~19 CONT. BEAD
~ U.N.O. SEALANT
SIMPSON SP1 CONNECTOR
I
~
GALVANIZED METAL STOP SECURED TO WALL
TO RUN CONTINUOUS AND LEVEL AT A MINIMUM
;; OF 8" ABOVE GRADE~
EST. GRADE :.:E
.
~ELEVAllQ..N 0'-0" co,
_/ - ~~POFS~B_ '::7
\\'(\\'\%-~\)>). \y< ~
'/.~" \ \ \\:.<-\~ .- .
.\\\~0 ~~
AL TERNATE TYPICAL BEARING
WALL ~ STEP WIO S~EAR WALL
~
i
SPACE ANCHOR BOLTS 6" MAX.
FROM END OF 2" x PLATE ~
"I / 6X6 W1.4XW1.4 WWF
) OR ~BERMESH
, ~ I
t~~~>:~~A~i~~?ct3 1~~~~ ~ ~
. ~ %V^,'V<..",,77~< /(V /
(2) #5 CONT. Y'>:>;:-Y~'l>> >"- ~~~r1/2"~ KI'i1K BOLT II
'- ... WI 6" EMBEDMENT MAY BE
R" 1'_4" 8" USED IN LIEU OF ANCHOR
BOLTS.
1 /2"~x8" ANCHOR BOLT @ 24" O.C.
W/ 2"0x3/16" PLATE WASHER (TYP.)'
a..
)::c
~
~ >-
~.Q
)~
) co
"IS)
~'Q
~ 0
. -
.. ~
.CC
FINISH TEXTURE BREAK
SCALE: N.T.S.
~
,
H \
J-
51
GARAGE DOOR SLAB RECES6
: fJ\
\!iJ
".t- ,I CONCRETE SLAB\ "5< v, , j6X6 W1AXW1.4 WWF OR FlBERMESH
~'----'+-'J A' \\\ "''' ·
~ ~ ,I - <<- 4 4 4 \.. - - )"<t- J .I"<t-
o ~ y '\ , I-X ~ ......... ~" 7' . 4 4 .~ .. 0 I z.
.9 ~ ' y ~,>/:,v / F . "''' '. . '. .. --- - - ~ :- ~ - ..a. - -.,- 4- ~ ~ ~
..- ,<,<~~ ''''\~A '. ..~",/",/"v,-, I ~
'- //, y/ V~~;A ..'4' d:Y' ~0<Y//(/) ~
~~-------- ~ ~<~V;(--<<V?~k?
7~":';>~/-;Y)::Y~ ):~')~'/
6 Mil /
VAPOR BARRIER [, 8" 1'-4" 8"
(2) #5 STEEL (CONT..)
ON CHAIRS
U.N.O.
MIN.
""=="
SCALE: N.T.o.
SEE A/S1 FOR MORE SLAB INFORMATION
INTERIOR WALL SLAB STEP NON-BRG.
SEE A/S1 FOR MORE SLAB INFORMA TlON
oCALE: ~4'=1'.~'
-==--..
I K\
\EJ
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.
o &AMUEL A. GREENBERG, P.E. *3424&
o TI-lUl I...t I-lUlNl-l, P E. ~g122
o IRWIN J. BEN&ON, P E. -4~1!;8
o All ABBAS I-4AKIM, PE. llS~18~
oCALE: ~"4 '=1'-0"
~
~
(2) #5 CONT.
ON 3" CHAIRS (TYP.)
1'-4"
NOTE:
HILT! 1/2"\21 KWIK BOLT II
WI 8" MIN. EMBEDMENT MAY
Bt USED IN LIEU OF ANCHOR
BOL TS.
---=-=-
~
TYPICAL INTERIOR BEARING WALL u G \
SCALE: ~4'=1'-0' '- 517-
~
::o~
.
;) ~
. ~
... IS)
:) ()
... >
,J cD
-'Q
!N
o
"<t-
3/4" RECESS FOR S.G,D.~ /"'RII='~ 6X6 W1.4XW1.4 WWF
'" / OR FIBERM~SH .
I ~....- ~~ ~~ -'--.,a~ -:- ~ r~~
-~~ ~~~ c- ~ ~'~4. .... . . 4%0%";../ '~
~",'\;(""",,~" 4 ~'.~. ~" 'X0'\
/ /~/ / ~r<~ >;<~/A~~V~ y
(2) #5 CONT. ('\ <",\-"~"/,,,, ". "-
4" 1'-4" R"
I r- EXTEND FILL CELLS TO FOUNDATION
II PAD MAT REINFORCING.
CONT. FOOTING STEEL"\ /
\ =t 1/2" MIN.
"GRADF )T
6 MIN. /';0... '-/';0... '-/ ,/'\.
~~ ~ . · &A~"(~y FOOllNG BEYOND
FOOl1NG DEPTH ~~ ~~~<
SEE SCHEDULE '>)0) ". . . . ,~;~,,'/ /,,;->~' \" "
/)Y/" (-(L N / N / /, ,I 3 MIN. CLEARANCE
-~~~~~~~~~" '
PAD REINFORCEMENT ~ ~~~~>~.~~,"
(SEE SCHEDULE) '1.1" MIN. CLEARANCE
ill CREATED 01-02-02
r
TO TI-lE BEeT OF TI-lE EN61NEER'6 KNOilJLED6E AND BELIEF, TI-lE
eTRUCTURAL PLANe AND ePECIFICATION6 COMPL'( WITI-I TI-lE
FLORIDA eulLDIN6 CODE, 5ECTION Ib~b t=OR 12~ MPI-l 3 6ECOND
6U6T, EXP06URE 'e' WIND lONE (2001 EDITION).
Tl-lle DRAWIN6 AND DEel6N Ie vALID FOR 12 MONTI-l6 AFTER TI-lE
DATE IT Ie 616NED AND eEALED.
516NED AND 5EALED roR TI-IE eTRUCTURAL PORTION OF TI-l16
DRAWIN6 ONLY.
- -
, --'
.J~
.I ,
,a..
:::x
:)'0
~ :;
...~
! ~
-a..
.. ,
~=
!: IS)
" -
U 31
.I IS)
..::c
o z J
'00 S~
~
o
"<t-
"0./ zJ
I C"oJ-
':- ..........:.:E
~ ~ ""
~
EXPANSION JOINT FORMED USING
1/2" EXPANSION JOINT MATERIAL ~3/4" RECESS FOR S.G.D.
THICKEN SLAB EDGE BETWEEN ",-",..... 6X6 W1 4XW1 4 WWF
DOOR FRAMES AS SHOWN \\ / OR FIBERMES'H
FINISHED CONCRETE LANIA TO
RECIEVE BROOM FINISH U.N.O.\ / I ";.;-
";.;- ."<t- \ \ \ ~'. ~--;,-c: -~ _ ~-J,:.- Jr-~ ~
. ' ." ~ 4'4 .' . l ..........:.:E
q · zT -l ~ " .' . \ ~.~ ./ " " '" ' .... ..-
~ \0 ~" ~<<<~~"",1' ~..~< /';Y/)o/ "'
6X6 W1.4XW1.4 WWF-./ '~//0 k//~~~
/ -,- (2) #5 CONT.
OR FIBERMESH / .4" 8" 1'-4" 8"
(1) #5 CONT/ '
tt MASONRY WALL AND-
PAD FOOTING
-<:.J.
I ____MASONRy WALL AND
~ PAD FOOTING
~ ...
- 0
-
~
) .
)
0':)
~ "
r-'
SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION
8" MASONRY WALL
;>
;><lD
~<lD
co
:)
- -
" IS)
... -:)
" c
~ a
S-;
..I IS)
00
...
L\
S1~
--=--
SLAB STEP 4 RECESS ~ S.G.D.
~
120 MPH
3 SEC. GUST
6EAL. "\ 5CALENolCP
DATE 112/~
E DANSCO
ENGINEERING, FAil
P.o. 00>< 340fD - APOLLO eEACA4 - FlORIDA - 3~'2
~ - (813) 64& 11>166 FA'>< - (813) 64& ~~
EB 4610 0 ~ESE DRA\\1NGS AND DESIGNS ARE ~E JOINT PROPERTY Of DANSCO ENGINEERING, PA. AND ~E
~CLlENT ON ~IS PROJECT ANY REPRODUCTION OR UNAJ~ORIZED USE IS PROHIBIITD. - 2003
"'
OPTION ~1
OPTION ~
FOOTING WIDTH
SEE SCHEDULE
LENNAR ~OMEe
MIN.
SCALE: ~4"=1'_0"
..--=--
1M
\.51
--
TAMPA DIVl61CN
DRAU.N B.V.
N:/BLOCKS/STD 2001
TYPICAL T~ICKENED SLAB EDGE ;
SCALE: ~4'=1'-0' ,
SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION
\ SEE DETAIL L ON SHEET S1
, FOR OUTER EDGE OF LANAI
PATfO COLUMN FTG. DETAIL
SCALE: ~4N.T.S.
I
,
N
51
\
J
"-
eeCTION8, DET AILe, NOTES
SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION
\...
61
.)
.. a..
i!:X
36" MAX.
C'
SIMPSON
HTT16 TYP. ~
5/8'~ THRU~X TOP PLATE
BOLT ==- ~ ~ -
1
KWN/OC1K-2~T BLOCK, NOTCH UNTEL M1ERE REQUIRED
l'l) KV . FOR CONCRETE PLACEMENT
..',......:. ,.f..... .,r... .....:t.:.....,..'.~.....-! '.' J. .~.,: T '.' .
12
(TYP.) I SEE ELEV.
RE-ENGINEERED WOOD TRUSSES @ 24" O/C
pun CONNECTOR (SEE SCHEDULE)
OUBLE 2"x4" S.P.F. TOP PLATE
-
~. 2"x BUILT-UP COLUMN
o 0
o .
~IRDER TRUSS
/
0;:' ~ J: .~
STD. 90' HOOK
..-
FILL CELL",,\ BONDB TEAM
\ CONT #5 BAR
CONT. #5 ~ \ M- I I I I I
BAR ---'I SID. 90' ij I
\ HOOK",
..' I II I
5/8"I/Jx8" "J" BOLT OR
5/8"0 HIL 11 K'MK BOLT II
~W/ MIN. B" EMBEDMENT
~ \V""'""..........
SIMPSON H5 AT
EACH JOINT TYP.
ATTACH BLOCKING .-/'
TO TRUSSES W / SIMPSON
A34 ANGLE TYPICAL
STD. 90' HOOK} I I
. ~ I
. I
.1
I
I
~IMPSON MTS12@EA.CORNER
RE-ENGINEERED
WOOD TRUSSES
..,'.., :~. ,oil. ".,.' -,1 ':. '4.," ,..... .'1
.... : . .'.' ',"",~.. ' ',' .' '.' :',..~ " "..,:
r., ."
.' . .'4"' ......
.. . ,'. :. .. J: .
>> ~S-16d NAILS
o 00 ~
o .
o 0
SLOPE
-
/
/
7/8" srucco FINISH PER ASTM C. 926
APPLY 3 LAYERS W/ TOTAL THICKNESS 7/S"
OVER METAL LAlli. FIRST 2. ~AYERS 3/S"
llilCK EACH. 3RD LAYER 1/S lliICK.
2X4 PT STUDS @ 16" O.C. OR (1)2X4PT STUD ~
@ 24' O.C. UNDER COMMON TRUSS W/ (2).2>:4 / -- \..
PT STUDS UNDER HIP CARIER/GIRDER TRUS~ ~
~ _/~
/t: ., =~l MAIN SPAN ROOF TRUS
J "7 - UPUFT CONNECTOR (SEE SCHEDULE)
SIMPSON META20 @ EA. STUD /~I ~ MOlSTURE BARRIER
8"X8"X16' K.O. BLOCK W/ 1 115 CONT. '--
AND FILLED W/ 2500 PSI GROUT I ~~ :-
c- i-
t: i=
1 #5 VERT. IN CONC. FILLED CELL := =
wi STD. 90' HOOK IN K.O. BLOCK t: ;1 =
-~ v
KNEEWALL ABOVE MASONRY WALL DETAIL I
SCALE: N.T.S. ,
.J~ sl
~ 'F:
SIMPSON SP2@ EA. S/D~ ~ ~
1 2' EXlIRIOR GRADE SHEA THING
~STENED TO TRUSSES WITH 8d COMMON ~
WIRE NAILS @ 4' O/C BOUNDARIES .........
6' O/C EDGES & 8' O/C FIELD ~':""....
.;..
I\- Qvr-NT OR 2ND flOOR
'\ f-
1/2" MINIMUM CEMENT fiNISH - 5: ~ /TYPICAL C.M.U. WALL
~= :
STANDARD 3' DIA. TEE ~ _
TI1READED 3" DIA. EXIENSION ~ ~ =
fOSllllll'AHJflJU1AP (3" DIA.) ~ -
f- '--3/4" FURRING STRIPS
f-
~ ___ 1/2" GYPSUM BOARD
W/ DRYWALL SCREWS
@ S" O.C. OR 4d
DRYWALL NAILS
f-
f-
r-
-
:;c
/ -;-
/~
r-
f--
f--
f-
f-
MIN. EXTENSION FROM EXIERIOR
F ACE OF BLOCK WALL IS 1 1/2"
MAXIMUM EXTENSION FROM EXTERIOR
FACE OF BLOCK WALL IS 2 1/4"
-
f--
-
r-
- r- TO DRAIN
-~\~
WALL CLEAN-OUT I A \
SCALE: N.T.5. \ 52 J
--==--
.
TOP SPLICE
OUBLE 10d
~,.
~
~
~
~
1\
~OTTOM SPLICE
OVER STUD
"
Y;,
",
10d @ 8" olC
,/
",
NOTE:
PLATE LENGTHS MUST BE V
AT LEAST 8'-0" LONG. TYPICAL
-=-
M\
52 J
TOP PLATE SPLICE DETAILI
5CALE: N.T.e.. ,
-=-
:>
c
~
DOUBLE Zx TOP PLATE
SIMPSON LSTA12 @ 24"
STAGGERED (FOR SHORT
SP AN PROVIDE 2 STRAPS ON
EACH END MIN.)
2x BLOCKING @ EACH END W/ 10d
x 3" @ 4" O.C. FROM EACH HEADER
F ACE TO BLOCKING
a.
?:E:
Ii)
Ii) ~
\1.0
o.:.t:.
? CD
.. <l:I
o ~
o 0
.. .....
.. :::J
..<
o ....
.. 0
-
....
~ ,
:>
IT,)
Q .
rJ) ....
i!:
CII~
31
Q -
. CD
:\I <l:I
:Q U
.... -
~ >
....I <l:I
- ~
IN
.1..-
. ...J
.u~
....I ,
~~
:I) ~
.<:;
Ig
- a.
- ,
~::
z: <l:I
z: -
.u :II
~ CD
- :E:
-
$>>
$>> cD
:\I cD
co
::::Ii
- ...
;!) CD
- -;)
~:
....I <l:I
:CO
-
.. a.
z:.c
,
hi
~
----(2) 2x HEADER
Zx BOTTOM PLATE WI (1) 10d X 3"
@ 12" O.C. TO EACH HEADER FACE
VARIES
2 X b (MIN) FRAME
WALL HEADER DETAIL
(2) 2x4 TOP PLATE
SIMPSON LSTA12 @ 24"
STAGGERED (FOR SHORT
SPAN PRO~DE 2 STRAPS ON
EACH END MIN.)
E~~
e.H~
'...---(2) 2x HEADER wi ~"
2 X 4 FRAME - - PLYWOOD FLITCH
WALL HEADER DETAIL
WALL HEADER DETAILS
...==..
r 1 ,
.~ S2 J
--=--
SCALE: N.T.S.
I
CRICKET AS REQUIRED
>-
~<
ZZ
<-
~~~~
~ 15
. w~<
cr B~ ~ GALV, METAL
1rJ :Eo.. b FlASHIN~\
. I
bt:::l'b __
~~~ ~ ~
CRICKET...J". ~
>5 /t
~ ~CKEL
cr~" I
~V:Y" t
I
I' .
;:::::- ~ ...---f'REF AB CHIMNEY ASSEMBLY
1 \~
\\. ))
...... -;::/
I
PRECAST L1NlEL wi (1) #5 CONT.
IN OPENINGS GREAlER THAN 6'-0" WIDE
I
- --
I,
I
I
A
I
~
OPENING
\"2'X4" @ 16' O.C. MAX.
/2"X4" BLOCKING TYP.
I
I
I
I
/""
"--- 2 X B.U.C
/ GAL V. M1L FLASHING
~ JTRUSS TOP CHORD
~ PSON MTS12 @ EA. CORNER
\.nOUBLE 2"x4" BLOCKING
SIMPSON HTT16 j
TYP.
~
.~"'-,.;~....-
'$"5 .~-::,~,' .
-.~" "'::3~ i/J"
i
I ,I
#(0 ~~~E~~OMo~8u~etMION
I
i
I
-==-
TYPICAL CHIMEY DETAILSI F \
SCALE: N.T.S. \:!:V.
I
I
....
TYPICAL HTT16 TO
BUrL T-UP COLUMN DETAILI R \
, 52 J
SECTION RA-A"
SCALE: .3/4"=11-0'
NOlES:
CD FILL UNIEL AND ALL CELLS ABOVE UNTEL. Q) SEE FLOOR PLAN FOR ADDITIONAL INFORMA 1l0N.
@ VERIFY THAT ALL REINFORCEMENT (1) OPENINGS LESS lliAN OR EQUAL TO 6'-0"
HAS BEEN PLACED PROPERLY. IN 'MDlli DO NOT REQUIRE ADDIllONAL STEEL
REINFORCEMENT UNLESS NOIED ON FLOOR PLAN.
BOND BEAM STEP DETAIL I H \
SCALE: N,T.S. \ 62 J
--=-
SIMPSON STRONG
TIE ~TT1~ I
,
5CALE: N.T.e..
N ,
52 J
----
/~SIMPSON HUSC48 CONCEALED FLANGE
HANGER W/ (6) 10d INTO BEAM &
(6) 3/16" X 1 3/4" TAPCONS
ROOF TRUSS
(ABOVE
r 2X~ BLOCKING
~ ~ (1) SIMPSON LSTA14
~ @ 24' OIC STAGGERED (TYP.)
~ , . ~ SEE FLOOR PLAN NOTES
~~ "'-....-/ \ FOR REQUIRED CONNECllON
~ ~ /'.... 2-ROWS 16d NAILS STAGGERED @
~ /' ~~iC"',( .........16. Olc EACH FACE OR 3-~O~
~ . ~~~LS ST^GGERED 01. D",e
:~~r;" ~,-~"D" OR GREATER HEAD R
. (1\ '\ f\ '- DOUBlE HEADER WI 1/2.
\2V FLITCH PLATE U.N.O.
-- D -- -T---- -- - '-------- 0 '-- f--
SOLID AREAS D SOLID AREAS
= ~ ARE STEEL AND D F== f- ARE STEEL AND
D / GROUT [J / GROUT
INTERIOR W\ iii' ;- ,^w CUT TO 10 1/2"~I~r,^w CUT TO 10 1/2" ii I" FULL 8,8". BLOC'
1. - - Q ~ - -DOOR OPENING- -1U jj}-i- -DOOR OPENING - -~~[I}t- -DOOR OPENING-<t
Ii \ FILL llilS CAVlTY '\'VIlli ~ 1\ FILL llilS CAVlTY '\'VIlli L~ \ FILL llilS CAVlTY '\'VIlli
EXTERIOR WALIffi ~ GROUT FROM FINISHED . ~ GROUT FROM FINISHED ~ GROUT FROM FINISHED
D FLOOR GRADE TO D flOOR GRADE TO lBJ FLOOR GRADE TO
LINTEL ABOVE. LINTEL ABOVE. LINTEL ABOVE.
_~ 0 ~_~~____JOl___+___ 0 ~__
1ST COARSE 2ND COARSE 3RD COARSE
MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO lliE
COARSE BELOW. EVERY lli!RD (3RD) COARSE lliE 11" DOOR JAMB WALL IS TO BE
WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. -=--
c
TYPICAL FILLED
LINTEL ASSEMBLY, G \
SCALE: N.T.S. ~ 52 J
--=--
10d NAILS @ 6"
A O.C. STAGGEREj
~~ II 0
-- i- ~ - PLYWOOD
o { E' tSHEA THING
~ \!:V
:8
~
A
(2) 2 X 8 BEAM/
{iTRUSS BOTTOM CHORD OR
2x4 BLOCKING W/ 2-16d
TOE NAILS @ EACH END (24" O.C. MAX)
,
:z
~
TRANSOM-- .
o M FRAMING ~
~ BEYOND.- .-
t...
~ ~SIMPSON DTC @
^ """ EA. BLOCKING
1\'
"
~2X8 WALL
~ ABOVE ENTRY
~ ~ K.O. BLOCK
· ~~ ~/(1) #5 CONT.
~ =1"" "'- ~ FILLED
,
SIMPSON STC W/
3-Sd COMMON NAILS \
7 5~ S"
7 5/r----- 8"
7 5/8".2'
8"
-
E\
52~
--
I
TRANSOM OPENING
7'-4" A.F.F.,
PRECAST RECE~S
L1NlEl (FILLED)
~ ,
/ ~ I' 1/4" MIN. SPACE
Zx TOP PLA TE~ I\.
I "'-NOTE: 2-16d NAILS @
24" O.C. OR EQUAL TO TRUSS
BOTTOM CHORD OR BLOCKING
O CAN BE USED IN UEU OF SIMPSON
'---- STC STRAP
----/ V 7 Zx SruD @ 24" O.C. MAX.
1.(iROVlDE HILll X-CF NAILS OR
EQUAL @ 1Z" O.C. STAGGERED
FROM BOT. PLATE TO CONCRETE
Zx P T. PLA IE~ ~~6 W1.4XW1,4 WWF
. ~ J. / OR F1BERMESH I
J"..,. ~ :..- "'- ~ _ -fr-.---:"- ~ ~ ~ L -.:.. ~ ...:.... .,-.jr,- ~
1 . . . A'.. '. l
~
TrFICAL INTERIOR NON-I3EARING WALL DETAIL'/' J ,
SCALE: NJ.S. \ 52 8
t B
(1) 2'x4" CRIPPLE FOR
OPENINGS 6'-0" OR
LESS & (2) 2' X 4'
CflPPLE tOR OPENING
6 -0' OR GREATER
~
---
\ _~bl)j~E~Nf>A~~N9oAS
HEADER wi (2) 16d @ 16' O/C
UNLESS Nom OlliER'\'VISE
I
PLYWOOD
SHEATHING
ANCHOR BOLTS @ 24"
O.C. MAX. (MIN. (2)
PER BOTTOM PLA IE)
_.
ANCHOR BOLT
#5 REBAR..............
DOOR OPENING
i===
MASONRY
WAU BELOW-<< ~ ^
ASONRY WALL
/2'X4" SllJDS TYP.
....
@
I
~L
tEE PLAN FOR REQUIRED
CONNEC110NS
P.T. BOT. PLATE
SIMPSON HUSC48 (UPLIFT CAP = 1302 Ibs)
(GRAVITY CAP = 1262 Ibs)
-
,SIMPSON (C)_ SIMPSON
I SP2 A35
I'~.. , ~
.... ~
LINTELS AT ENTRY
DOOR W/TRANSOM
r-SIMPSON
A35
o,o~Oo~
· UPLIFT CONNECllONSItI/lvc
REQUIRED AT LOAD
BEARING WALLS
, DD \
, S2 f
2X4 TOP
PLATE
OVERLAPPING
..:::I. - ~.
......,.~...... " "
.~~......,,"
~~ "
~ "
~ "
~~ "
~~~~'
TRANSOM FRAMING \
SEE SECllON AA/S1 AND )
BB/S1 FOR ADDIllONAL ~
DETAilS ~
r-SIMPSON SP1
rANCHOR BOLTS @
SIMPS~35 _ / 24" O.C. MAX
.. "ll.l J
,.. ZX4 P.T.
I "- g PLA TE
fa P. T. BOTTOf P~
GARAGE DOOR
NOT TO SCALE
~~
-
,
'--NAILED INTO
TRANSOM
FRAMING
-
-
LOAD BEARING/EXTERIOR ~
WALL HEADER DETAIL I Q ,
SCALE: N.T.S. \.!:V
I REFER TO PAGE SDW1 FOR ADDlnONAL INFORMATION.
""
- "'-- 1 Od NAILS @ 6"
STAGGERED
DOOR JAMB
3-1/4" LONG X 3/16"~ TAPCO;------ti
INTO BLOCK@ SPACING PER MANUFACTURE
1X4 P.T.
1" DETAIL
1 /2" DRYWAL 1 X 4 F RRING
DOOR JAMB W 1/4" X 2-1/2" S.D.S.
WOOD SCREWS INTO P.T. @ 12" O.C.
3/16"~ X 3" LONG TAPCONS STAGGERE 1 X '1"
@ 16" O.C. 2-ROWS INTO MASONRY . , L
THROUGH 1x4 P.T. & 1x8 P.T. Ll X 8 P:T.
1 - 1 /2" 0 ET A I L
MA50NRr LArOUT
SCALE: N.T.S.
I D \
\ 52 J
i
'MDlli OF OPENING VARIES L4"v ~~~~JO~CsRJL~ ~;U 18R BLOCK
WALL ABOVE.
1/2"X9 1/2" PLYWOO
SCRAP MATERIAL
3~
. a:::
~
o
\: FORM CREATES CONCRETE RECESS TO
RECEIVE GARAGE DOOR AND TO AllOW
FOR WATER SHED.
2x4 (NOM) KEEP SllFFENER BACK FROM SIDES ENOUGH
. TO ALLOW SPACE FOR FLAT MASONS TOOLS
REFER TO PAGE SDW2 FOR
ADDITIONAL INFORMATION BY MANUFACTURER.
TYPICAL SECTION THRU WINDOW
(;;\
52~
---=-
T,,(PICAL GARAaE DOOR
TRACK MOUNTING DETAIL
SCALE: N.T.e..
fK\
\3J
rSIMPSON
I A35
1 ~
4:' I g
,
RECESS
r liNTEL
/
fi '. <I...... 4.
.~'. .'
5CALE: N.T.5.
\
RACK MOUN~NG BRACKET
\r
I
\
I \
L~NCHOR BOLTS @ 24" O.C. MAX.
(MIN. (Z) PER BOTTOM ?LA TE)
3/16" x 3 -1/2" TAPCON
~ARAGE DOOR TRACK
~
\
1\
~
. .. ", .~
:.:" ,'.'
. .. '.
.', ';.', '.. "
POURED CONCRETE BASE FOR ~
~~~~~ ~~~LGA~~8tS5b8R ---1 BOTTOM ..OF MOUN~NG BASE
XND WA TE'R SHED FORWARD TO BE 2 ABOVE FINISHED
THIS DRAWING. GARAGE FLOOR.
PARTIAL INTERIOR ELEVATION
Zx6 MOUNllNG BASE
~XSX16 C.M,U.
..' < '<:.r GARAGE FLOOR
. ..:;:" >:.:,'.~~.~';o'
(B)
-SIMPSON SIMPSON-,
A35 SPZ 1
::: ,l:
..
ZX4 STUDS @ 24" O.C. H
2'-0"
A .
j r r
1 /Z" ~NCHOR BOLT @
24" O.C. MAX. MIN. (2)
PER BOTTOM PLATE
SECllOj
~.
TRANSOM OPENING
GARAGE DOOR ROLLER
CONNEC~ON ASSEMBLY
DOOR JAMB W 1/4" X 3" S.D.S. ..I
@ 12" O.C. 2 ROWS STAGGERED. ~ X ..-.J
1X4 P.T:-
'-2 X 8 P.T.
1 X4 FURRING
TRbX~kG~rw86WN OF
(llilS IS A RECOMENDA 11 ON FOR CONSTRUCllON OF THIS FORM. ANY
MA IER1AL OR CONSTRUCllON METHOD MAY BE USED PROVlDED END
PRODUCT MEETS lliE SHAPE AND DIMENSIONS OF TI1IS DRAWING.)
UPSET WOOD BEAM
r (SEE PLAN FOR SIZE)
! I
p
2 1 /4" D ET A I L
c
SIMSPON META 16
I
I !!
l'
/(. ;.."... ~~l,'.:~~/.
GARAGE ENTRY FORM DETAIL
SCALE: N.T.S.
MOUNllNG BASE SHOWN
IN POSIT10N
r-SIMPSON
A35
r~IMPSON
I SP2
I' f' .
,'.. .
,-SIMPSON
A35
, ~ 10d NAILS @ 4"
I~ ~ STAGGERED
1/2" DRYWALL
DOOR JAMB W 1/4" X 3" S.O.S. -liE
1 X4~
3/16"~ X 3-1/2" LONG TAPCONS STAGGERED .t L2X8
STAGGERED @ 16" O.C. 2-ROWS INTO MASONRY 1X8
THROUGH 1x8 P.T. & 2x8 P.T.
~~:aJ~~~"
....~~" ~ "
.~~"
~~""
'7 lRANSOM fRAMING ~~,
< SEE SECllON AA/S1 AND y\(~
BB/S1 FOR ADDIT10NAL ~
DETAILS .
~
~
I
I
f-ZX4 P. T.
PLA TE
/~::~
~
.(
.
v
I
'b
L~AILED INTO
TRANSOM
FRAMING
-
-
\ I g
L sIMPSONi A35
I
.. ' .' .' ~ .
. . . ~ \.: :.;4 .
I
PLYWOOD
FASTENED TO TRUSSES WITH 8d COMMON
WIRE NAILS @ 4' Olc BOUNDARIES
6" O/C EDGES &: 8' O/C FIELD
V
I
1 X 4 FURRING
1/2" DRYWALL-
DOOR JAMB W 1/4" X 4-1/2" S.O.S. 12" o.~C
10d @ 12" O.C. 1 4
2X2X8 P.T. WlTH 3/16"0 X 3" LONG TAPCONS -
STAGGERED @ 16" O.C. 2-ROWS INTO MASONRY 2X8
3 - 1 /4" D ETA I L
BUILDOUT @ OvER SIZE DOOR~
WINDOW ROUGH OPENINGS r CC \
NOT TO SCALE \..!:V
7'-4" A.F,f
PRECASX RECESS
UNTEL \ FILLED)
#5 R EB AR.....
-,
DOOR OPENING
3" DETAIL
SCALE: N.T.S.
MOUNTING BASE NOT
SHOWN FOR CLARITY
SEE DETAIL BELOW
I
I
.-SIMPSON SP1
I
SEA T FOR BLOCK IS '"
POURED IN PLACE CONCRETE~ ........
GARAGE FLOOR SLAB~\
~~2W5tNt~AIHNOTES th.
SLOPE FORWARD .
FOR DRAINAGE I; .......
~EP~~ ..
DIMENSIONS ~.
TO TI-4E eE5T OF TI-4E ENGINEER'5 KNOWLEDGE AND eELIEF, TI-4E
5TRUCTURAL FLAN5 AND 5PECIFICATION5 COMPLY WITI-4 TI-4E
FLORIDA 6UILDING CODE, 5ECTION 1~06> FOR 12~ MFI-4 3 5ECOND
GU5T, EXP05URE 'e' LUIND ZONE (2~~1 EDITION).
T1-415 DRAWING AND DE51GN 15 vALID FOR 12 MONTI-4e. AFTER TI-4E
DATE IT 15 51GNED AND 5EALED.
51GNED AND 5EALED FOR TI-4E 5TRUCTURAL PORTION OF T1-415
DRALUING OM. Y.
o
MOUNTING BASE DETAIL
SCALE: N.T.S.
o 5AMUEL A. GREENBERG, P.E. ~424?
D Tl-lUY l-l. l-lUYNl-l, P.E. .~0122
D IRWIN J. BEN50N, P.E. .4~lS8
D All ABBA5 l-lAKIM, P.E. 1lS~18b
r;SIMPSON
A35
~:
RECESS
/ LINTEL
/
.~ /.
SIMPSON A35
'iiV
I "-
\ 2XB P. T. BOT+ p;:;;p.
I \ I I
L~NCHOR BOLTS @ 24' a.c. MAX. (MIN.
(2) PER BOTTOM PLATE)
I I
SIMPSON META16 (UPLIFT CAP = 1500 LBS)
LINTELS AT ENTRY
DOOR W/TRANSOM
J
I.
'<1' .
'. .4.... 4' 4:'
I
~
~\r
~I
FRAMING DET ArLS
ABOVE ENTRY I FF \
NOT TO 5CALE , S2 J
NOT TO 5CALE
~
~
2 x 8 P.T. BUCK-CONNECT TO BLOCK
WI 3/16" x 3 1/4" TAPCON
( 1 1/4" MIN. EMBEDMENT INTO BLK.)
A -.- SECTION
A-A
2'-0' 8'
/ \ H 3/16" x 3" TAPCONS
j LEAVE A CUT OUT IN 0.5.8.
ON THE INSIDE TO ALLOW FOR
INSULATION TO BE INSTALLED
-2 x 8 45" DIAGONAL
BRACE AT fl' FACE
OF ARCH W (3) 10d
NAILS AT . .:.ND
2 x 8 BUCK - CONNECT TO BLOCK WITH
r-3/16" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.)
ri" MAX.
-~
___ SEC~ON
B-B
GARAGE ENTRY FINI6HED r=--
MASONRY DETAIL (p
SCALE: N.T.5. ~8
i" MAX. SOLID BLKG. AT TOP
- r- BTvVN. ARCH BLKG. & BUCK L,
I 1
SOLID BLKG. AT TOP
BTvVN. ARCH BLKG. & BUCK 1
2'-0'
!\~
8'
L,
l
1
I
, ~
, 1\......~ V PROVIDE (2) MIN.
TAPCON AT EA. SIDE
/' BUCK - (1) WITHIN
LEAVE A CUT OUT IN O.S.B. )./ < 4" MIN. OF START
ON THE INSIDE TO ALLOW FOR4::::: ~ >-..... OF ARCH
INSULATION TO BE INSTALLED ..... ~
BLOCK HEADER---' '\
1 X 4 FURRING '-.... i'.
8d NAILS @ 8" O.C. AT BUCK--........... ~
1 X 4 FURRING/ /;
.
"
.~ \
"
~,
~
~ PROVlDE T/\PeON
WITHIN 4" MIN.
OF BRACE
INSTAll WOW, SCREW
ANCHOR INTO ARCH BLKG.
PER INSTALLATION DETAILS
oJ
1
6eCTION6, DET AIL6, NOTE6
;if ~~ AT 8" O.C.
P<
2 x 8 VERT. wi (2) 10d
NAILS AT EA. END
BLOCK HEADER
r
ED AN5CO
ENGINEERING, FA.
p.o. eox ~ - APOLLO BEACH - t=l..ORIDA - "!;12
~ - (8") 64& 0166 PAX - (81') 64& ~~
eB ..US. Ie. f(\ THESE DRA'MNGS AND DESIGNS ARt THE JOINT PROPERTY OF DANSCO ENGINEERING, PA. AND THE
.,..., Ko' ~ CUENT ON THIS PROJECT. ANY REPRODUCTlON OR UNAUTHORIZED USE IS PROHIBllED. - 2003
,
(4) 10d NAllS INTO
/ 2 x 8 BRACE/ BLKG.
1/2" DRYWALL
2 x 8 45" DIAGONAL ""< -------- ~ 7/16" OSB
BRACE(S) ............ ARCH PANEL
><
- -
PROVIDE 2 x 8 DIAG. BRACE ~
BTvVN. VERT. BRACES WHEN
HGT. OF BRACE EXCEEDS 24- "
& REVlSED 08-15-03
ill CREATED 01-02-02
120 MPH
3 SEC. GUST
&EAl.. \ 5CAJ..E NOTeD
DATE 12/12/02
TAMPA DIVI&ICN
CUT HOLE IN O.S.B. FOR
POLY-CELL IN THIS AREA
2 x 8 VERT.~
BRACE(S) \ ~
~ 1\ 7/16" OSS
BUILT UP PlWO. BUCK _ ~~RCH PANEL
SCRIBE (NOTCH) BACKSIDE TO "-
FIT ARCH CONNECT WI 8d NAILS ~2 x 4 SOLID BLi<G. (FULL WIDTH OF WALLS)
I 8TvVN. OS8 ARCH FACES w/ (4) 10d NAILS
/ THRU OSB INTO 2 x 8
D~ B.Y.
N:/BlOCKS/STD 2001
BUILT UP PLWD. BUCK -
SCRIBE (NOTCH) BACKSIDE TO FIT
ARCH CONNECT w/ Bd NAILS
~. (4) 10d NAILS INTO
2 x 8 8RACE/ 8LKG.
2 x 4 SOLID BLKG. (FULL WIDTH OF WALL)
8TvVN. OSB ARCH FACES W (4) 10d NAILS
THRU OS8 INTO 2 x 8
l.-
/
/
LENNAR I-iOME6
5TART a: ARC
4' MAX. RAD.
INSTALL WOW. SCREW
ANCHOR INTO ARCH BLKG.
PER INSTAUATION DETAILS
START OF ARC
4' MAX. RAD.
/
EQUAL
~
~
EQUAL
ARCH DETAIL
NOT TO SCALE
-==--
(AA\
\..!:V
PROVIDE TAPCON PER WDW. INSTALLATION
DETAilS OR THRU 1-1/2" THK. OR MORE suer
WITHIN 6" MIN. OF START OF ARCH
"-
~
ARC~ DETAIL
NOT TO 5CALE
DE JOB NO. PM - ~~21
62
\....
/'BACKNAIL wi (2) 16d NAILS
SEE STRUCllJRAL NOTES AND NAIUNG
SCHEDULE FOR SHEAn-tING DETAILJN\i / rZ"X4" OUTlOOKER @ 24" O.C.
/ / (OPll0NAL - SEE ELEYAll0NS)
~ Z'7~ Di1
/ //~
'\ ~,rq [ SIMPSON H10 OR EQUAL
1/ 1\ @ EA. OUTLOOKER
TOP CORD BLOCKIN ~FOR FIRST FOUR ROWS- I ~ I "-DOUBLE TOP PLATE
OF TRUSSES 0 EDG S OF SHEA THING TYPICAL II"
II" " / V b4" MAX.I 2"x4" CROSS BRACE
7/S" STUCCO FINISH PER ASTM C. 926 SI PSON LSTA12 @ EA. S D 7' AT RIDGE FASTENED
APPLY 3 LAYERS wi TOTAL Tl1ICKNESS 7/S" __ ~~ AT EACH JOINT WI
OVER METAL LAm. FIRST 2 ~YERS 3/8" --- .... ~i (2) 10dx3"
ll11CK EACH. 3RD LAYER 1/8 ll11CK. "\ 2X6 FRAMED WALL - SEE
/' WALL SECll0N FOR SPACING
~ I ......--1/2.. COX PLYWOOD OR 7/16"
2"x4" PANEL BlOI KING @ 48" O.C. V OS8 SHEAmlNG ATTACHED wi lOd
FOR lliE FIRST (4 ROWS OF TRUSSES ~ NAilS @ 6" O.C. EDGES AND 1t D.C.
FROM EA. END TY . TOP & BonOM FIELD
AnACHED WI (2) 1~ld TOENAILS _ V-(2) 16d NAILS
, I'd I I I I 1): ~ V2"x4" BLOCKING
5/8" OR 1/2" CEIUNG DENSEJ [\ 2"x4" "j ON TOP OF PANEL
GYPSUM WALL BOARD FASTENED I, I "-SLOCKING, FASTEN WlTH
WlTH 8d COOLER NAILS OR 1 1/4" LONGr 10dx3" @ 4" O/C
DRYWALL SCREWS COMPLYING WIlli
ASTM C1002 FOR FIRST 8'-0"
FROM END WALL @ 4" o/c TYPICAL
7/8" STUCCO FINISH PER ASTM C. 926
APPLY 3 LAYERS W / TOTAL ll1ICKNESS 7/8"
OVER METAL LATl1. FIRST 21AYERS 3/S"
THICK EACH. 3RD LAYER 1 IS THICK.
. .F.
V4s.::t
1""1 I~SIMPSOct; H10 OR EQUAL
I @ EA. UTLOOKER
I 24' MAX.
i'V"L" BRACE TO EXTEND AT LEAST
1 90% OF WEB LENGlli (SEE TABLE)
(
2"x6" P.T. SILLl I
I I rABLE TRUSS
2"x4" PANEL BLOCKING @ 48" O.C. I V 1/2" COX PLYWOOD OR 7/16" OS8
FOR TI1E FIRST 8'_0" OF END WALL ~ I V SHEAmlNG ATTACHED WI 10d NAilS @ 6" D.C.
FROM EA. END TYP. BonOM CORD EDGES AND 12" O.C. FIELD
A TTACHE~ I W/ (2) )6;d TOf~AILS _ I 10dx3"@ 3" olc TI1ROUGH
I MI." I I I DG I' I I ~. VCHORD INTO 2"x6" P.T. PLATE
2"x4" "T" ON TOP OF PANEL / ;) l'U. ,,~
BLOCKING, FASTEN WlrHJ \~ =~:
10dx3" @ 4" O/C ~ II MOISTURE BARRIER
5/8" OR 1/2" CEiLiNG DENSE II I I
GYPSUM WALL BOARD FASTENED /R==iF? SIM~SO~ META20 OR EQUAL
WITH 8d COOLER NAILS OR 1 1/4" LONG \j @ 4 -0 O.C. TYPICAL
DRYWALL SCREWS COMPLYING WIlli ASTM C1002
FOR FIRST 8'-0" FROM END WALL
@ 4" O/C TYPICAL
SEE STRUCTURAL NOTES AND NAiLiNG \
SCHEDULE FOR SHEATHING DETAIL
,
+ ~~ M j
I II .~. II 7
TOP CORD BLOCKI G FOR FIRST FOUR ROWS
OF TRUSSES@ EDGES O\..~ ~S,HEATl-iI"ING TYPICAL
2"x4" CROSS BRACE ".
AT RIDGE FASTENED .
AT EACH JOINT WI "
(2) 10dx3"
/ TOENAIL W/ (2) 16d NAILS
/ r2"x4" OUTLOOKER @ 24" O.C.
, M
lK
f
~
21Z)'-~' MAX "
"X" BRACE SEE 11
DET. J IS3 I
21Z)'.IZ)' MAX
iCONllNUOUS BOTTOM COR BRACING
/ ~"X4" MIN. (SEE DETAIL M S3)
END JACK
...
:1)
~k
I
c3
UJ
c3
UJ
Il'-iZ>' MAX.
"
Cl
:z
w
QX~'
,<:
't:~
Q
I
't:
Q
I
't:
Q
I
't:
Q
I
't:
Q
I
't:
~k
Qx .
~<:~
,::;:EI-
-k
c3
UJ
...
<~
M '~f
\:ONllNUOUS BOTTOM CORD BRACING 1"x4" MIN.
~/
,!,INIMUM 2"x4" CROSS
BRACING (SEE PLAN
FOR LOCA llONS)
2) 16d PER JOINT
1"-
'"
'"
Q~
,X
- <:
Q::;:E
-~
----=-
"
...
~
- ... -=- ..
a
:z
w
a..
:c
~
1/
t>k
,/
1/
1/
t>k
______w
-..l
CD
<:
<-=>
Ct:
W
o
Ct:
(3
0..
I
~;:o
~
Of-
CORNER JAC ...
i"
()
...
",,::"
Q~
,x
. <:
Q::;:E
-~
---...
Q~
,x
- <:
Q::;:E
-~
----
-----
b(
t>k
c3
UJ
Ir---
.
...
.~
,
2"x4" LEDGER (MATCH BOTTOM
CHORD SLOPE bF ADJACENT TRUSS)
CROSS BRACING DETAIL
5CALE: N.T.5,
---.
I J '\
\31
NOTE:
1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING
CUT SHEETS FOR ADDIllONAL PERMANENT BRACING
111 A T MAY BE REQUIRED
2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT
BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF l11E WEB.
~TOP & BOTTOM CORD
GABLE END BRACING @
4'-0" O.C. MAX. FOR
FIRST (4) ROWS OF TRUSSES
-
UPLIFT CONNECTIONS - HIP FRAMING
5CALE: N.T.5.
-=-
I 3 '\
.\E7
1/2"~ ANCHOR BOLT @ 48" O.C.
MINIMUM 6" FROM PLATE SPLiCES
W/ 3/16"x2"~ PLATE WASHER
SECTION
5CALE: N.T.5.
-=--
I 1"\
\31
-==--
REQUIRED MINIMUM PERMANENT TRUS& BRACING FLAN, L"\
AS PER HIB 91 5CALE: N.T.5. ~.
* 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 '\
(BACKNAIL W/ (2) 16d NAILS
-\ r2"x4" OUTLOOKER @ 24" o/e
7/S" STUCCO FINISH PER ASTM C. 926 . ,
APPLY 3 LAYERS W/ TOTAL THICKNESS 7/S"-------. y ~~ ~ Da
OVER METAL LATH. FIRST 2 !-AYERS 3/S" _________l'. d ~, I
THICK EACH. 3RD LAYER 118 THICK. ?
TOP OR B~KING FOR FIRST FOU R I IMPSON H10 OR EQUAL
OF TRUSS S EDGES OF SHEATl-iING WICAL I @ EA. OUTLOOKER
~~x~D~O~;S~~~ I '4" MAX.l
AT EACH JOINT WI I r"L" BRACE TO EXTEND AT LEAST
(2) 10dx3" - 1 k 90% OF WEB LENGlli (SEE TABLE)
I ~ABLE TRUSS
I / 1/2" COX PLYWOOD OR 7/16"
~OSB SHEAmlNG ATTACHED WI 10d
I NAILS @ 6" a.c. EDGES AND 12" O.C.
I FIELD
I /(2) 16d NAILS
/ rSIMPSON HGA10 @ 36" O.C.
Ti"X4" "T" ON TOP OF PANEL
I I"'\: 7'1 BLOCKING, FASTEN WIlli
10dx3" @ 4" O/C
TUD WALL (SEE TYP. SEC.)
PRE-ENGINEERE~ '
WOOD TRUSSES \
OveRLAP ~e 6RACINa
AT LEAST TVVO TRUSS SPACES
2x4 "T" BLOCKING ~
2x4 BLOCKING @ 48" O.C.~ I~
"l" BRACE N.. I ~ 16d
ATTACHED W/ 10d NAILS r-~ ,.-
@ 4" O.C. TYPICAL ~ li.J 1. 1- V
----..::::::::~.........-/
~
ir .
NAIL
~~
.--"
<:
.A
-
<: /
~
N 10:- .
(s.)
~'
OVERLAP
-/ '-
. ~-~
G.)
~~ .
"I
"
GABLE TRUSS WEs-I
DOUBLE 'L' BRACING DETAIL
5CALE: N.T.5.
~
J 5 '\
\31
~~
-./'--
fr
(3) 2" x 4" LAMINAllONS W/ (1) ROW
OF STAGGERED 30d COMMON WIRE NAilS
(0 = 0.207", L = 4 1/2") OR EQUAL
2"x4" PANEL LOCKING @ 48
FOR ll1E FIRST (4) ROWS OF TRU
FROM EA. END TYP. TOP & BOnO
ATTACH~f (:) '~-d ITOENAIL~
5/8" OR 1/2" CEILING DENSE7
GYPSUM WALL BOARD FASTENED
Willi 8d COOLER NAILS OR 1 1/4" LONG -
DRYWALL SCREWS COMPLYING WITH
ASTM C1002 FOR FIRST 8'-0"
FROM END WALL @ 4" o/c TYPICAL
~
,I. ,
I\MINIMUM (2) 16d PER .xJINT\
r ~INIMUM 2"x4" TRUSS BRACING
~
TRUSS BRACING OVERLAP DETAIL
5CALE: N.T.5.
~,
63 f
2x4 "T" BLOCKING
2x4 BLOCKING @ 48" o.C.--.::*~
"L" BRACE i}' I V-- 16d NAIL
ATTACHED W/ 10d NAILS ,-' i~
@ 4" O.C. TYPICAL,,- :y h i
~ \'-----
---- '-
GABLE TRUSS WEB-.1
NOTES:
1) ADJACENT NAILS ARE DRIVEN FROM
OPPOSITE SIDES OF TI1E COLUMN
2) ALL NAILS PENETRATE AT LEAST 3/4
OF THE THICKNESS OF THE LAST
LAMINA 1l0N
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-PL Y, PROVIDE 1/4" DIA.
x 5 1/2" LAG SCREWS OR EQUAL
(SPACE AS SHOWN FOR 3-PL Y)
5) FOR 5-PLY, PROVIDE 1/4" DIA.
x 7" LAG SCREWS OR EQUAL
(SPACE AS SHOWN FOR 3-PL Y)
6) REFER TO NOS SECllON 15.3
FOR ADDIllONAL INFORMAllON
SIMPSON SP2 @
EACH STUD
--
DBl. S.P.F.TOP PLATE
61NGLE ftL" BRACING DETAIL
5CALE: N.T.5.
j
,
6 \
63 J
I
fS\
'{Y
"L" BRACE W/ 10d @ 4" O.C.
(SEE SCHEDULE FOR SIZE
NO LOCA llON)
~
~~
~~
~
~Y'
12
~7~/'
",f""'"
I
ABLE TRUSS
~
TYFICAL NAILING &C~EDULE& FOR BUILT -UF COLUMN& '/8\
SCALE: N.T.5. ~
5CALE: N.T.5.
f4\
, s37
~
~
~V
7~~/
~II
",,'"
ABLE TRUSS
SECTION
+
I
/TOENAIL W/ (2) 16d NAILS
10dx3" o/c @ 6" o/c TYPICAL
fr~4" OUTLOOKER @ 24" O.C.
/ WI (2) 10d PER JOINT
'M
~x,. RUNNERS
~
~
~ V~
"L" BRACE WI lad @ 4" OIC
(SEE SCHEDULE FOR SIZE
AND lOCAllON)
~
IL I BRACING ~QUI~tw1ENTe
I
(7;\.
~
(i;\
'{Y
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"
SCISSOR GABLE - (1) 2"xS" #2 S.P.F. @ EACH VERTICAL AND
(2) 2"xS" FULL HEIGHT @ DIAPHRAGM BLOCKING
~
- '---
I
I 12" MAX.
I
I
I
-4 L-
:::,.
'~
......., ..1..'........ ,... . .".. oooooo".. '::roo.,..,.... ..oo."".., ..,...... ..::l:........" ':l.....'.... '1.......'... .,........., ,..,....... :~:..oo..
........... ........... ..... ..... ............ ............ ............ ........... ............ ............ ............ ............ ........... ......
. . . . . . . . .. ............ ..,. ~. ...... ............. ............ ............. ............ ............ ............ ........... ............ ............ ......
........... ........... ."'" ..... ............ ............ ............ ........... ............ ............ ............ ............ ........... ......
CJI 11\ L~I II I II II II
ICJ ~ CJCJCJ
Iflr ,_H_ /I 1/ II
LCONT. BEARING
~
'~
~~
~
n r .............
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" O/C.
r
r
r
II
II
II
II
II
~~T ~R~DBL T~ ~~
~
u
I
H
~STUDS @ 16" O.C.
SIMPSON HGA10
~
ALTERNATE NON-DROF GABLE END DETAIL
5CALE: N.T.5.
1/
"
1/
/I
GABLE END BRACING DETAIL
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR 'MND SPEED SPECIF1CAllON
SIMPSON SP2
@ EACH STUD
oCALE: N.T.o.
GABLE END BRACING DETAIL
MEAN WALL HElGHT UP TO 30'-0" - SEE STRUCTURAL N01ES FOR 'MND SPEED SPECIFlCAllON
5CALE: N.T.5.
D 6AMUEL A. GREEN6ERG, FE. #34245
D n-lUY ~. ~UYNH P.E. ~0122
D IRWIN J. 6EN60N, PE. #4~1:;8
D All A66A6 ~AKIM, P.::. ~b18b
0-
:J::
~
.0
.:oc:
co
cD
-0
o
-
~
<
~ ~~ f===: r---
____ r--- r-: ~
1'-" -
r--
2X4 LEDGER
~MPSON LST"2lW.
~~
~~
------ ------ ~
------ f===: ~
r-
2X4 BRACING @ 48" O.C.
CONTINUOUS TO FIXED LOCAllON
AnACHED w/ 2-10d @ EA. TRUSS
(NOTE; BRACING MAY BE PLACED ON EimER
TOP OR BOTTOM OF ll-iE BOTTOM CORD)
SEE STRUCTURAL NOTES AND NAiLiNG \
SCHEDULE FOR SHEATHING DETAIL
.L t4 w.
I II II
TOP CORD BLOCKING FOR FIRST FOUR RO
Of lRUSSU; r EDGES Of SHEAl"llWICAl
2"x4" CROSS BRACE ~
A T RIDGE FASTENED
AT EACH JOINT WI
II (2) 10dx3"
J. tJ3 ..
~YPSUM WALL BOARD~
2"x4" LEDGE
CHORD SLO
SCISSOR
2"x4" PANEL BLOCKING @ 48" O.C.
FOR THE FIRST (4) ROWS OF TRUSSES ~
FROM EA. END TYP. BonOM CORD 1/11: i
AnACHED W/ (2) 16-d TOENAILS I~
2"x6" P.T. SILL.......! / I I
1/2"~ ANCHOR BOLT @ 48" o.c.J LLIJ..
;r;=; FT=
'<
r BACKNAIL w/ (2) 16d NAILS
/ r2"X4" OUTLOOKER @ 24" O.C.
f D(I
~ '-SIMPSON H2.5 OR EQUAL
+ @ EA. OUTLOOKER
I ,.,..2X4 CONT"L" BRACE FASTENED W/
j /' (2) 10d 3"@ 24" O/C. CMID HEIGHT
I ......--2X4 KICKER@ 8'-0" O/C.
-t
I r"L" BRACE TO EXTEND AT LEAST
. L 90% OF WEB LENGlli (SEE TABLE)
, SIMPSON #3 WITH 8-8d
I ./ FROM LEDGER TP BLOCKING
j ,,;/ . .f ~ /ABLE TRUSS
/ I ......-1/2" eDX PLYWOOD OR 7/16" OSB
(MATCH Bono~ / SHEAmlNG ATTACHED WI 10d NAILS @ 6" O.C.
OF ADJACENT I EDGES AND 12" O.C. FIELD
SS)
.
.
"-
o
-
~
12 ~~ ~rOUBLE TOP PLATE
7 I MAX. ~91 ~
~? ~~
~ ~
SCISSOR TRUSS
~
T
GABLE TRUSS
TRUSS VERTlCAL
& REVISED 08-15-03
ill CREATED 01-02-02
,
TO THE eE6T 0: THE ENGINEER'6 t<NO.lJLEDGE AND eELIEF, THE
5~CTURAL PLANe AND 5PECIFICATION5 COMPLY WITH THE
FLORfDA eulLDING CODE, 5ECTION I~~~ FOR 120 MFH 3 5ECOND
GUeT, EXPOeLlRE 'e' WIND ZONE (2001 EDITION).
THI6 DRAWING AND DE61GN Ie VALID FOR 12 MONTI-I$ AFTER THE
DATE IT Ie elGNED AND eEALED.
61GNED AND 6EALED FOR THE 6TR\.JCTURAL PORTION 0: THI6
DRAWING ONJ.. Y.
)~
~~
7~
~
~
en
.
~
co
cD
(.)
>
cD
-0
C\l
-
~
~
.
0-
:J::
-0
1"-
<<I
.:oc:
(.)
<<I
0-
f
.....
-
cD
31
cD
:J::
I~J:~
, I
~==::::.= =: (2) 2"x8" "L" BRACE FASTENED
" WITH (3) 16d PER SIDE
" DIAPHRAGM BLOCKING
_Lj ~@ 48" o/c
--
, 1\
5CALE: N.T.5. \31
120 MPH
3 SEC, GUST
D AN5CO
ENGINEERING, FAil
p.o. eox 3400 - APOLLO eEACA4 - FLORIDA - 33&12
~ - (813) 64& "'66 FAX - (813) 64& <3698
eB 4&1" !C\ 111ESE DRA'MNGS AND DESIGNS ARE 111E JOINT PROPERlY Of DANSCO ENGINEERING, PA. AND THE
~ CUENT ON THIS PRO.I:CT. ANY REPRODUC1l0N OR UNAU1110RIZED USE IS PROHIBI1ID. - 2003
E
~
t-----.
~ :-.,
1 \.
I ~COSMEllC DROP CEiLiNG FRAMING
OISllJRE BARRIER
SCISSOR GABLE "T' BRACE
AS PER HIS 91
-
cD
...,
C
CD
WOOD FRAMED GABLE END BRACING DETAIL
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WiND SPEED SPECIFICA llON 5CALE: N.T .e.
SEcrfON
SIMPSON HETA20 OR EQUAL
@ 6'-0" O.C. TYPICAL
ALTERNATE SIMPSON LSTA18
STRAIGHT STRAP @ 4'-0" O/C
ALIGNED WlTH GABLE WEB.
ATTACH TO TRUSS W/7-10dx1 1/2"
AND TO MASONRY W/ (3)
3/16"x 2 1/4" TAPCONS.
eEAL "'-
\ SCAL.E NOTED
DATE 112112>2
LENNA~ ~OMEe
~
l1JDS @ 16" O.C.
SCISSOR TRUSS WI DROP CEILING BRACING: DETAIL
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL N01ES FOR WiND SPEED SPECIFlCAllON 6CALE: NT5
TAMPA DIYI&ION
D~ SV.
N:/BLOCKS/STO 2001
. IS
IS
QCl
5CALE: N.T.5.
I
,
2 ,
63 J
~
TRuee BRACING DET AIL.o AND NOTE5
, co
, cD
Ie
, 0-
: :J::
~
\...
DE JOS NO. PM - S~21
&3
..)
FfGURE 1: FLASHING INSTALLATION
VALL SHEATHING~
RICkET AS
SPECIFIED
BY PLAN
ASPHALT SEALANT:
EXTEND MIN. OF 611
OUTSIDE OF FLASHING
GAL V, MTL,
ILl FLASHING
DDF SHINGLES
DOFING FELT
FIGURE 2: WALL FINISH
TEXTURED) PAINTED
EXTERIOR 'vi ALL FINISH
/
/ a.
/ :1:
I
>-
/ ..0
/
. .:.:
/ CD
, CD
. "0
/0
. -
='
/ <
HOLD EXTERIOR
FINISH 28 ABOVE
ROOF
FLASHING
CAULKING
6 TO 12'
PER PLAN
SPEC'S,
6' HIGH
DIVERTER
FLASHING
NOTE, IF RETROFIT FIL.L.ED CELL OR UPI.IFT eTRAP CONDITIONe
EXCEED (3) PER PROJECT, CONTACT EN<!IINEER OF ~CORD
FOR ADDITIONAL IN5TRUCTION.
GAL V, 'L' FLASHING
TYPICAL.
EXI5TlNa U-6LOCK WI 1 '& CONT.
(4) eoe 1~'xIV2'
DRIP EDGE
DRILL )~ 'XS' MIN. ~LE
eeT 6AR IN EPOXY
CAP TO PREVENT LEAKAGE
IISXQ' EMeEDDED INTO
EXI&TINa U.6LOCK L.INTEL.
FIL.L. CELL. RJLL. I-!EIGl-fT WI
NON.Ol-lRINK GROUT
SECTION
ecALE, NT5
CD
...
. 0
. -
)
,
~~
>-
Cl::
Z
o
(/)
<(
:=f
I..J..
o
W
u
<(
I..J..
I-
:::>
u
3:
<( .
(/)
IISXo' EMeEDDED INTO
EXISTINa FOOTINa
UPL.IFT CAPACITY . &~ FOR 1 &TRAP
. I~ FOR 2 STRAPS
MAUFACTlJRER - G S ROOFING PRODUCTS COMPANY, INC.
D SAMUEL A. GREENBERG, P E. ~424S
D THUY H. HUYNH, P E. jb0122
D IRWIN J. BENSON, P E. t4<j1S8
D ALl ABBAS HAKIM, PE. ~~18~
ill REVISED 08-15-03
~ CREATED 02-27-02
120 MPH
3 SEC. GUST
....
:D-
:~
CD
) CD
) ()
. -
. >
~ CD
. "0
~C\I
. -
~
JC!'
~ ,
, a.
: :1:
) -0
~ :;
. .:.:
c ()
. CD
. a.
. ,
e:::
: CD
~ -
j ,..
~ CD
. :1:
FLASHING INSTALLATION
VHERE ROOF MEETS VERTICAL VALL
ROOF CRICKET:
MINi 3:12 SLOPE
(REQUIRED AT
ALL LEVEL V ALLEY
LOCA TIONS)
ASPHALT BASED
SEALANT APPLIED
BEHIND FLASHING
AND EXTENDING A
MINIMUM OF 6' ABOVE
VERTICAL RISE OF FLASHING
AT KNEEIJALL
TEXTURED1 PAINTED
EXTER, IJALL FINISH
6' X 18' H GALV,
FLASHING CONI.
PLASTER STOP.
ROOF
SHINGLES
L::I
Z
I
""
<t
-l
u-
~
Q::
W
>
VERTICAL IJALL
AT ENTRY
NOTE: THIS DETAIL IS REQUIRED
A T ALL VERTICAL 'vi ALL INTERSECTIONS
'vIITH ROOF VALLEYS & ROOF CRICKETS,
SEALANT
..
s:::
6' X 18' H GALV,
FLASHING CONT,
ELAS~IN~
~
ELASt-4ING t2ETAIL AT CRICKET/KNEEWALL INTERaECTION
FILEREFI (SD4)KNGSTN.FLSHDET ISD (NO SCALE)
PROPER INSTALLATION
.
.
SEAL NT LI
AIL SHINGLES IJ I 11 OR 12 GAUGE ROOFING
NAILS, 3/8' MIN HEADS, 6 PER SHINGLE,
.
.
MAX. 8"
#5 REBAR (TYP,)
sm. 90' HOOK (TYP.)
NOTCH WEB AT 111E FIRST 2 COURSES
FILLED CELL PER FOUNDATION PLAN
4Pt.-.
.....
......
.....
..~
~~
S'(\\(\Cd\~S
o \'(\e c.v..e 0;'(\ (S~
~;~.\e(\\'(\e '1\ \/'2: \S
o\lef s c.'O?~ eo~e3/ IJ,'
ec.\Ie,~ of~'oov\ '?
~~') '...\ \ of, c. '(\0 0'1\
se~' \~...\
v" ~~'), vse~'
~o~e \S
,"
"
,"
,
SHINGLE DETAIL
N.T.5.
UNACCEPTABLE IN5T ALL TION "
DO NOT DO T~15 "
,
#5 REBAR (TYP.),'
"
.,'
,
"fm. 90' HOOK (TYP.)
4
FILLED CELL INSTALLATION
SCALE: N.T.5.
PRODUCT CONTROL NOTICE OF ACCEPTANCE
MIAMI - DADE COUNTY, FLORIDA
PRODUCT ACCEPTANCE 1* EXPIRATION DATE.
FIREHALT 2000 01-0503.03 06 I 14 I 2006
FIREHAL T 2000 AR 01-0503.03 06 I 14 I 2006
LANDMARK 30 01-0503.03 06 I 14 I 2006
LANDMARK 30 AR 01-0503.03 06 I 14 I 2006
LANDMARK 40 01-0503.03 06 I 14 I 2006
LANDMARK 40 AR 01-0503.03 06 I 14 I 2006
FI
I-PLY ~-ENaINEERED TRU&e
elMPSON ~~ eTRAP
3: CO
:~~~~~;:;~;;:'
..;; ~'.-~I"~/,
~ ..:-<':;'~.;.~~
:,~.,:' .,.!. .:....:
:~... ~~...:; ."
..~~~:\~~..:';~.
':~:~~;,~
EXleTING FOOTING
.
.
.CS/
.lCS/
co
)
- -
) (I)
- ..,
) c:
== co
~-;
J Q)
::110
-
. a.
!::I:
FLASHING INSTALLATION
RETROFIT FILLED CELL DETAIL
N. T .&.
N.T.5.
TO THE BEeT OF TI-lE ENGINEER'5 KNOUJLEDGE AND BELIEF TI-lE
eTRUCTURAL FLANe AND ePECIFICATIONe COMFL Y WIT~ Tt-IE
FLORIDA BUILDING CODE, OECTION 1606 FOR 120 MFH 3 eECOND
OOeT, EXFO&URE '6' WIND ZONE (2001 EDITION).
THle DRAUJINCi AND DEelCiN Ie VALID FOR 12 MONTI-t5 AFTER THE
DATE IT Ie elCiNED AND OEALED.
516NED AND eEALED FOR TI-lE eTRUCTURAL PORTION OF Tt4le
DRAWINCi ONLY.
DE
D AN5CO
ENGINEEIRING, FA.
p.o. BOX ~ - APOLLO BEACH - FLORIDA - 33&12
Ft-fONE - (813) 64& 0166 FAX - (813) 64& %~
Ee 4010 @TIiESE DRA'MNGS AND DESIGNS ARE TIiE JOINT PROPERTY OF DANSCO ENGINEERING, PA. AND TIiE
CUENT ON TIiIS PROJECT. AN Y REPRODUCTION OR UNAUTIiORlzrn USE IS PROHIBI1tD - 2003
LENNAR ~OME6
eCALE NOTED
DATE 2121/(1)2
TAMPA OIVI&ICN
DRAUN BV.
N:/BLOCKS/STD 2001
FRAMING: CONNECTIONe ii) EXT. WALLe
DE JOB NO. FM - &021
&3.1
)
REFER TO SECTION 1 A ON SHEET
55 FOR X-BRACING, AND TOP
CHORD BLOCKING INFORMATION
~J ~i
:~ '" / //
,/ //;/
><:<" /. /' 2" x 4" RAT RUN BRACING@
" "/./ /,24" O.C. ON TOP OF BOTTOM
././ /,,^ "" CHORD FOR (4) TRUSS SPANS
/' /' ./ ./ " " i' A TT AC H ED W / 2 - 1 6 d @ EA C C
./ /'./ /V" TRUSS JOINT
/' /' f'. "-
./ "
/' "
" 2" x 4" BLOCKING END NAILED
iV / PJ~ W/ 2-16d @ 24" O.C. (MAX.)
~ 111"-[;\
~~
'::><::"G --- 2" x 4" BLOCKING (TURNED
.: FlAT) NAILED TO TOP PlATE
.. W/ :5-10d NAILS
REFER TO SECTION 1 A ON SHEET
S3.1 FOR X-BRACING, AND TOP
CHORD BLOCKING INFORMATION
~
SCISSOR TRUSS
.---
SCISSOR TRUSS
SCISSOR TRUSS
I-
Z
6
J
/ /
i/ /
/ /
/ /
/ 1/4" TO 1 /2" GAP BETWEEN
// // TOP PlATE & TRUSS
/ /
/ /
~ //
SIMPSON A44 W / S-
10d @ 48" O.C.
1-<l
~ ~ WOOD FRAME EXT. WALL
.. ~ SIMPSON SP2 @
EVERY OTHER STUD
~
~
o
Cl
o
~
-l
0...
0...
<(
-l
';-;
1/4" TO 1 /2" GAP BETWEEN
TOP PLATE & TRUSS
,..-r-~ ________
~ ----- SIMPSON A44 W/ S-
--- ~ 10d @ EACH TRUSS
l... r--- WOOD FRAME EXT. WALL
--------------- SIMPSON SP2 @
~ EVERY OTHER STUD
I-t-- --
1/2" NOMINAL PLYWOOD OR
O.S.B. NAILED W/ Sd NAILS @
4" O.C. BOUNDARIES, 6" O.C.
~ EDGES, & 12" O.C. FIELD
L-r ~ 2x8 STUDS AT 16" O.C.
~
MASONRY WALL (DESIGNED AS CANTILEVERED)-
tv-- ~ SIMPSON SP1 @
....- (\J ,( / EVERY OTH ER STU D
. / K.O. BLOCK W/ (1)
#5 CONT. & FILLED
-1 f-
-tt ~
= ~ ~ 1/2" DIA. x 8" "J" BOLT @
= := 4S" O.C. W/ 2" DIA. x 3/16"
__ ~ PLATE WASHER (TYPICAL)
- I-
-- ~ ~ 1" x 2" P.T. FURRING STRIP
- r-
-- f-
- I-
- ~
-- I--
~ WOOD FRAME EXT. WALL
~ SIMPSON SP2 @
~ EVERY OTHER STUD
/ ~ ~'- 2x8 STUDS AT 16" O.C.
V'- x ~ 1/2" NOMINAL PLYWOOD OR
.-- /\j :i O;,S.B. NAILED W/ S.d N~ILS @
/ b 4 O.C. BOUNDARIE:::, 6 O.C.
.: ~ EDGES, & 12" O.C. C"IELC
-, SIMPSON SP1 @
=,~~. EVERY OTHER ~TUD
x
<(
:::;a;
1/2" NOMINAL PLYWOOD OR O.S.B.-------------- ~
NAILED W/ Sd NAILS @ 4" O.C. tv--
BOUNDARIES, 6" O.C. EDGES, ---\j
& 12" O.C. FIELD _
tv-- .--- SIMPSON SP1 @
....- j\J,,--------- EVERY OTHER STUD
'cl ___~ K.O. BLOCK W/ (1)
:;;. ______, #5 CONT. & FILLED
I-l I- r-- '
r--{'"I !!I ~
:= ~ ~ 1/2" DIA. x S" "J" BOLT @
:= ~ 4S" O.C. W/ 2" DIA. x 3/16"
I-- I- PLATE WASHER (TYPICAL)
r~ E~
------ 1" x 2" P.T. FURRING STRIP
:
o
I
([)
"'- 2xS STUDS AT 16" O.C.
l-
f-
l-
I-
-
-
-
--
K.O. BLOCK W/ (1)
#5 CONT. & FILLED
-- I--
-- I-
-- I--
-- I-
-
-
-
-
MASONRY WALL (DESIGNED AS CANTILEVERED) ___........ -
-
-
l-
f-
f-
l-
f-
I-
-
-
--
--
-
1/2" DIA. x S" "J" BOLT @
4S" O.C. W/ 2" DIA. x 3/16"
PLATE WASHER (TYPICAL)
t--
l-
f-
I--
I-
t-
--
-
I-
--
-~I---
__ v
,...
-
--
-
--
--
-
--
--
1" x 2" P.T. FURRING STRIP
I- l-
I-- l-
I- fo-
I- fo-
Slft:;-
-
NON-BEARING EXT. KNEE-WALL (' B '\
5CALE: 3/4' = 1'-0' ~
I-lt_V
~ ,/
b---
MASONRY WALL (DESIGNED AS CANTILEVERED)
--=-
NON-BEARING EXT. KNEE-WALL (' c '\
6CALE: 3/4' :I 1'-0' ~
NON-BEARING EXT. KNEE-WALL fi\
6CALE: 3/4' = 1'-0' ~
x
r2X4 OUTLOOKER @ 24" O.C.
1
M
1
/
/" )" /~r-
" " / / r WOOD TRUSSES
SIMPSON A34 CONNECTOR ~_:><?<~.... I .r--2x4 Rf.'T RUN BRACING
W / 4-Sd x 1 1 \2" INTO BLOCKING"'" ~"~'" U / AT 24 O.C. ON TOP OF
() /" /" S TO" / " B 0 TT. C H 0 R D FOR 4
& 2 3 16 x 1 3 4 TAPCON IN K )< TRUSS SPANS ATTACHED
PRECAST (NOTE: MAINTAIN MIN. I "" / W/ 2 - 16d AT EA. TRUSS
1 7/S" EDGE DIST. ON PRECAST) X "~/' ",,--IX JOINT
~ f-. f-. 2x4 BLOCKING @ 24" O/C
- W/ 2 - 16d TOENAILS @ EA.
1 \2" HIGH STRENGTH OR 5/S" GYP. t ~~t-- MASONRY WALL
-- ~
WB W/ 1 3/S" DRYWALL NAILS OR
DRYWALL SCREWS 7" O/C CEILING == ~~ARCHITECTURAL FINISH
& S" O/C WALLS _= t\1--
REFER TO SECTION 1 A ON SHEET
S3.1 FOR X-BRACING, AND TOP
CHORD BLOCKING INFORMATION
-SEE NOTES FOR ROOF DIAPHRAM NAILING SPECIFICATIONS
0-
l?::r:
D
!P ,...,
:>~ .0
:>.I .:.c
... co
.. (I)
:lII "0
:D 0
I)
WOOD TRUSSES
8d @ 6"0/C
J/ 2 x 4 BLOCKING W/(2) 10d TOE
/NAILS @ EACH END @ 24" O/C (TYP)
BRACING W/(3) 10d x 3"
@ EACH CONN. @ 24" O/C
IX\" / X X
~ ~ ~ :..
~ ____2 , 4 @ 24" O.C.
", _ - 2 x 4 NON-STRUCTURAL
':11"; FRAME KNEEWALL
/ · ~2 x 4 P.T.
" "'- MOISTURE BARRiER
~ ~BOND BEAM
~ MASONRY WALL
..-- 4.2R INSULATION
2 x 4 CROSS BRACE
AT RIDGE FASTENED
AT EACH JOINT W/
(2) 10d x 3"
,r450MIN
X~ X \ ~,X X I
~ ~TOP CORD BLOCKING FOR FIRST FOUR ROWS J
( ~~~ -- OF TRUSSES@EDGESOFSHEATHINGTYPICAL
TOENAIL W / (2) 16d NAILS 2 x 4 "T" ON TOP OF PANEL
~ I ...___1-- ~ BLOCKING, FASTEN WITH
,..,.,.. I I I ~ -.......... I I I I I I 10d x 3" @ 4" O/C
rXY(-j , W 'I ' '~W '/~
"-45QMIN ~~
I CEILING - ~ '''''''-
RIDGE ~
2 x 4 PANEL BLOCKING @ 48" O.C. J
ATTACHED W/ (2) 16d TOENAILS
INTO BOTTOM CHORD.
SIMPSON H 10 OR EQUAL"\.
@ EA. OUTLOOKER \
:.>
x:
:::a
INTERIOR HIP VAULT; -
6: 12 SLOPE CENTER
AND 3: 12 SLOPE SLIDES.
x
- 24' MAX
E$
: ,......-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 .......--GABLE TRUSS
:$
I r"L" BRACE TO EXTEND AT LEAST
J' 90% OF WEB LENGTH (SEE TABLE BELOW)
j'$
I
I
I_J~ r 10d x 3" @ 3" O/C THROUGH
/ CHORD INTO 2" x 6" P.T. Pu\TE
~ Y.,.,.,-- PLACE SHEATHING
GYPSUM WALL BOARD FASTENED . < . FLUSH W/ MASONRY.
WITH 8d COOLER NAILS OR 1 1/4" I' ~. ~~..
LONG DRYWALL SCREWS COMPLYING /~ \.- MOISTURE BARRIER.
WITH ASTM C 1002 FOR FIRST 8'-0"
FROM END WALL @ 4" O/C TYPICAL c- 1--...... USP LTPA @ 48" O/C (TYP.)
f- l-
I- f-
1/2" DIA. BOLT @ 24" O.C. f- f-
MINIMUM 6" FROM PLATE SPLICES
W / 3/16" x 2" DIA. PLATE WASHER
END
...7
~ 2 x 6
~~ SILL
P.T.
.. -
SIMPSON 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.)
5/8" OR 1/2" CEILING DENSE~
EXT. WALL CONN. ~ -=-
NON - LOAD BEARING LOCATION (' D \
REFER TO DETAil A/51 FOR MORE INFO. 5CALE: 3/4' = 1'-0' ~
l? ='
-<
o ....
- 0
-
-
to) ,
:;)
(7)
o .
(I) .
!B
a~
:IS
CI ~
. co
D (I)
;" to)
- -
>- >
....I (I)
-. "0
~N
~ -
, ~
.u~
....I ,
~a..
z::c
;" "0
<~
~~
- 0-
- ,
~::::
Z <D
Z -
JJ 31
....I <D
- ::r:
.-
s
:>> <>>
:"oJ <>>
ClI:)
::::a
- ....
;" (I)
- ..,
;" c
:"::a
g-;
....I (I)
:00
-
.. ,,-
z::z:
LATERAL CAPACITY
(157 PLF) ""=45~ -65~
'L I 6RACING REQUlREMENT6
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) 2"xS" #2 S.P.F. @ EACH VERTICAL AND
(2) 2"xS" FULL HEIGHT @ DIAPHRAGM BLOCKING
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
1 Odx3" NAILS @ 4" O/C.
D SAMUEL A. GREENBERG, P E. ~4245
D T~UY ~. ~UYNH P E. ~0122
D IRWIN J. BENSON, P E. #4<j158
D All ABBAS ~AKIM, F E. 115~ 18~
REFER TO DETAil A/51 FOR MORE INFO.
J\ AL T.
Exr. WALL CONN. 'Gil ~ ~
NON - LOAD BEARING LOCATION ( E \
N.T.6. ~
r
D E DAN5CO
eN~INeeRIN~, FA.
p.o. BOX ~ - APOLLO 6EACf4 - FLORIDA - 33&12
R-IONE - (813) 645 0166 FAX - (813) 645 ~~
e6 ..tat"" "C\ T11ESE DRAI'I1NGS AND DESIGNS ARE T11E JOINT PROf'ERfT' OF DANSCO ENGINEERING, P.A. AND T11E
~ IV \Sf WENT ON T1115 PROJECT ANY REPRODUCTION OR UNAUT110R!Z[IJ USE IS PROHIBI1ED. - 2003
"
GABLE END DETAIL AT ~IF VAULT n
~
SCALE: N.T.5.
F
55
~
f
~ CREATED 01-02-02
120 MPH
3 SEC. GUST
--=--
~
TO TI-4E BEST OF Tl-iE ENGINEER'5 KNOWLED6E AND SELIEF, Tl-iE
5TRUCTURAL PLAN5 AND 5PECIFICATION5 COMPL..,... W1Tl-4 TI4E
FLORIDA elJlLDING CODE, eeCTrON 1(;0(; FOR 12lZ' MPl-4 3 eeCOND
005T, EXF06URE '6' WIND ZONE (20~1 EDITION).
T1415 DRAWING AND DE51GN 15 VALID FOR 12 MONTl-45 AFTER TI4E
DATE IT 16 516NED AND eeALED.
51Gl\lED AND 5EALED !=OR TI-4E 6TRUCTURAL PORTION OF Tl-i15
DRAWING ONLY.
6EAI.. "\ eCAl.E NOTED
DATE 112/02
LENNAR ~OMEe
TAMPA DIYI61CN
D~ BV.
N:/BLOCKS/STD 2001
"-
FRAMING CONNECTION€> 6 eXT. WALLe
"-
DE Joe NO. PM - S~21
8&
~
I
I
,
I
I
I
I _____VERllCAL WEBS @ GABLE END
~~~ ~~E~IRBSLTO~~~NO~ ~F 4~~DO'~ALL ~ :1- / ~t.~~X:~~;;~/ ~Od 7j,]~" .0;.8 DC
FROM EA. END TYP. BOTTOM CORD EDGES AND 12" O.C. FIElD
ATTACHED I W/ (2))~d TOENAILS 1\ I ../ (2) 16d, ONE ON EACH SIDE OF ", BLOCKING
I DlI I.. I I I.' I I /~~ ../~DBL. 2X4 HEADER
2x4 ", ON TOP OF PANEL J SIMPSON HH~O../ : :1: SIMPSON DTC@16"0.C.W/(2)8d
BLOCK;~~'x;"A~TE~. ~~ OR EQUAL / I /TO BOTTOM OF GABLE & (4) 8d INTO
SIMPSON SP2 - / I 2 x 6 SILL PLATE
OR EQUAL ~~ ~
2X4 W/ (4) 10d ~ '-.... -
AT EACH END G:1l. "-C.J. SILICON 1/4" GAP
rrrr
~kb
~
r TOENAIL W/ (2) 16d NAILS
/ r2x4 OUTLOOKER @ 24" O.C.
M
~....SIMPSON "'0 OR EQUAL
@ EA. OUTLOOKER
SEE STRUCTURAL NOTES AND NAILING \
SCHEDULE FOR SHEAllilNG DETAIL
+ tf)... tr3 ,
t II ,,," II_J
TOP CORD BLOCKING FOR FIRST FOUR ROWS
or mUSSES . EDOES~~G MICAL
2x4 CROSS BRACE
@ 48" O.C @ EACH JOINT '"
W/(2) 10dx3"
/TOENAIL W/ (2) 16d NAILS
/ r2x4 OUTLOOKER @ 24" O.C.
.\ DlI
~5':1: J
: ~SIMPSm H10 OR EQUAL
I @ EA. (UTLOOKER
: '4' MAX.
SEE STRUCTURAL NOTES AND NAILING
SCHEDULE I FOR SHEA llilNG DETAIL ~
t Jt~ 00 ,
111'.". II /
TOP CORD BLOCKING FOR FlRST FOUR ROWS J
OF TRUSSES @ EDGES" ",EA,ING TYPICAL
2x4 CROSS BRACE "" "'J..
@ 48" O.C @ EACH JOINT "
W/(2) 10dx3"
/ TOENAIL W/ (2) 16d NAILS
/ r 2x4 OUTLOOKER @ 24" O.C.
Da
. or:
,
~~
II:
II)
2x6 P.T. SILL PLATE -
W/ 1/2" DIA. BOLT @ 48"
O.C. & 6" FROM PLATE /
SPL!.CES W/ 3/16" 2X4 SPF FRAME WALLJ "
x 2 WASHER STUDS @ 16" O.C.
MAX.
SIMPSON SP2
OR EQU AL
DBL. 2X8 W/ 1/2" PL YWD. FUTCH PL. W/ SIMPSON LSTA18
(OR EQUAL) w/ (7) 8d NAILS INTO STUDS AND (7) 8d
INTO OSL. 2X8 ON EACH SIDE OF WINDOW
I ~ SIMPSOtH10 OR EQUAL
I @ EA. TLOOKER
124' MAX.
I "L" BRACE TO EXTEND AT LEASl X
I ~ 90% OF WEB LENGlli (SEE TABLE ON SHEET t
1- S3) ATTACHED W/ 10d NAILS @ 4" O.C.
I i ......---VERllCAL WEBS @ GABLE END ~
L ~ ARE @ 16" O.C. (()
. ~ II ~ 1/2" COX PLYWOOD OR 7/16" OSB
2x4 PANEL BLOC~IN~ @ 48 O.C. ~ V SHEATI1ING ATTACHED wi 10d NAILS @ 6" D.C.
FOR THE FIRST 8 -0 OF END WALL I EDGES AND 12" 0 C FJELD
FROM EA. END TYP. BOTTOM CORD . .
ATTACHE~ W/ (2) )6;d TOENAILS i\ I ~2) 16d, ONE ON EACH SIDE OF "j BLOCKING
1M / I .. I I I' I I___tl "" ~ V--DBL. 2X4 HEADER
~ I..........
SIMPSON H10______. .0
OR EQUAL SIMPSON SP2----- ~ v..
OR EQUAL ~~
2X4 W/ (4) lOd
AT EACH END _ .
E-?- .
tk ~ C.J. SILICON 1/4" GAP
i i KNOCK-OUT BLOCK W/ (1) #5 CONT.
D' ___ CONC. LINTEL W/ (1) #5 CONT.
8~
~
SEE STRUCTURAL NOTES AND NAILING
SCHEDULE I FOR SHEATHING DETAIL ~
t~ DG ~
I I r ."- II /
TOP CORD BLOCKING FOR FIRST FOUR ROWS J
OF mUSSES @ EDGES_~OF~SHEA TI11.NG TYPICAL
2x4 CROSS BRACE
@ 48" O.C @ EACH JOINT
W /(2) 10dx3" .......
I:()
2x4 ", ON TOP OF PANEL
BLOCKING, FASTEN Willi
10dx3" @ 4" o/c
_______"L" BRACE TO EXTEND AT LEAST X
. ...---- 90% OF WEB LENGlli (SEE TABLE ON SHEET <t
S.3) ATTACHED W/ lOd NAILS @ 4" O.C. r:
I .
i _____~~~c:~ 6":fE~:c.@ GABLE END ~
~ 1 1/2" COX PLYWOOD OR 7/16" OSS
~ i ~ SHEATI1ING ATTACHED WI 10d NAILS @ 6" O.C.
. EDGES AND 12" O.C. FJELD
\ i I ..--(2) 16d, ONE ON EACH SIDE OF ", BLOCKING
_i /.--(2) 16d
I I___U ~ . , ~ DBL. 2X4 HEADER
~. __________i$ . ~
SIMPSON H10 . . j
OR EQUAL SIMPSON SP~2 v I
OR EQUAL '
I SIMPSON DTC @16" O.C. W/(2) 8d
hll /" TO BOTTOM OF GABLE & (4) 8d INTO
2X4 W/ (4) 10d : ~ V 2x6 SILL PLATE
~AT EACH END r, . '-..-
8 ""-C.J. SILICON 1/4" GAP
2x6 P.T. SILL PLATE /' I I / ( )
w/ 1/2" DIA. BOLT @ 48" 2X4 SPF FRAME WALL~ I I KNOCK-OUT BLOCK W 1 #5 CONT.
D.C. & 6" FROM PLATE STUDS@ 16" O~C' , r .;~ ..-cONC. LINTEL W/ (1) #5 CONT.
SPL~CES W/ 3/16" MAX. G::J /' -
x 2 WASHER SIMPSON SP2
OR EQUAL /
I MANUFACTURED WINDOW W/
DBL. 2X8 W/ 1/2" PLYWD. FLITCH PL. W/ SIMPSON LSTA18 -Yr- . FRAME. SEE DET. B/S2 FOR
(OR EQUAL) W/ (7) 8d NAILS INTO STUDS AND (7) 8d HEADER & SILL DETAILS
INTO DBL. 2X8 ON EACH SIDE OF WINDOW -
2X4 P.T. SPACER T IV'
2X4 SPF FRAME WALL STUDS ON EACH SIDE OF WINDOW J I
OPENING (OSL. 2X4 EA. SIDE FOR WINDOWS WIDER lliAN I I
36")
: I II I j
I : II I . MASONRY WALL (DESIGNED
I II I AS CANllLEVERED)
I : II I ____RE-BAR BEYOND - SEE FILL CELL
_I I ~~ ON PLAN
I I III I 2X4 P.T. W/ 1/2"0 "J"
: : ::l !/ BOLTS @ 24" O.C.
I I III ~ SEE SECllON A/S1 FOR TYPICAL
I I JLLl~FOUNDAllON AND BLOCK WALL
SEE SECTION A/S1 J ; R11 DETAILS
FOR SLAB DETS.\ a.J Lil
~==~ii 1__
~'\.5~'0~'\~ ~J~ ~\.,,~~
>>/'};/);Y/) ~ DY/)'>/)v
'-(/~\.'-(/, ~~v
i'~,>%~" ~ ~~"
%~ v~/
1'~<<~~0<-:(/ .
'\'Y&&)07"
2x4 PANEL BLOCKING @ 48" D.C.
FOR lliE FIRST 8'_0" OF END WALL
FROM EA. END TYP. BOTTOM CORD
ATTACHED w/ (2) 16-d TOENAILS
I j/
TD/I.. I I I'
. .F.
'4' MAX.
"L" BRACE TO EXTEND AT LEAST ~
___ 90% OF WEB LENGlli (SEE TABLE ON SHEET S3) r:
ATTACHED w/ 10d NAILS @ 4" O.C. .
~
I
.
~ X
~~
2x4 "T" ON TOP OF PANEL
BLOCKING, FASTEN WIlli
10dx3" @ 4" O/C
I
I
I SIMPSON DTC @16"0.C. W/(2) 8d
VTO BOTTOM OF GABLE & (4) 8d INTO
2 x 6 SILL PLATE
~ X
1<1:
II) I:
CONC. SILL
X
<t
1:
.
~
I
~
2X4 P.T. SPACER
I
'L\~~
lIV_
I 'V
I I
-I I
MANUFACTURED WINDOW W/
FRAME. SEE DET. B/82 FOR
HEADER & SILL DETAILS
a
ill
KNOCK-OUT BLOCK W/ (1) #5 CONT.
(1) SIMPSON H3
2X4 SPF FRAME WALL STUDS ON EACH SIDE OF WINDOW
OPENING (DBL. 2X4 EA. SIDE FOR WINDOWS WIDER lliAN
36")
CONC. SILL
X
<t
1:
~
I
(1) ROW 2X BLOCKING @
MID-HEIGHT FOR WALL
HEIGHT < 8'-6" AND (2) ~
a ROWS @ 1/3 PTS. FOR
~ WALL HEIGHTS> 8'-6"
SIMPSON SP1
OR EQUAL :~
SEE SECllON A/S1
FOR SLAB DETS. '\ I
~I
~ :
1 T'
+4
1 ~ 2X4 P.T. W/ 1/2"0 "J"
I u / BOLTS" 2'" D.C.
T r! SEE SECllON A/S1 FOR TYPICAL
~L FOUNDAllON AND BLOCK WALL
Y i I DETAILS
1
.{=- == ~ ~
~~~~ 'c ~ ~~
;~~J-.'i ~ >Y~>:
/~~~ / \ \.<<'0
"/.^y)\.'),j^" ''>>'::^ ", 'y.>>
/<<<<0(<<~v '
'\'Y&&)0/''-
MASONRY WALL (DESIGNED
AS CANllLEVERED)
X
<t
1:
.
~
I
~
SEE TYPICAL GABLE END BALLOON
FRAME DETAIL FOR FRAMING DET-
AILS BEYOND WINDOW (SEC. A/S6)
2X4 TOP PL. V II I j
./ 1L 1 A MASONRY WALL (DESIGNED
2X4 P. T. SPACER ~ II I AS CANllLEVERED)
.iLl ___ RE-BAR BEYOND - SEE FILL CELL
2X4 SPF FRAME WALL/ IT=t....---- ON PLAN
~~x~S @ 24" O.C. +H=
2X4 P.T. SPACER ~ ili
~~~T~'~ ~{" \SI0 "J"~ +HlIII SEE SECllON A/S1 FOR TYPICAL
Z FOUNDAllON AND BLOCK WALL
SEE SECllON A/S1 I DETAILS
FOR SLAB DETS. 1 I" II~ I
-4=== ~ 1_
~%~~ ~ ~ I r~~>>
'-(/~~, ':sJ ~~v
i'~~' ~ ~~"
%~! ~~'<<
1'~<<~~0<-<<'
'\."/&&)0/'
-
N
NOTE:
NOTE:
NOTE:
SEE SECllON 0/S1 FOR
FRAME TO MASONRY WALL
CONNECllON @ ENDS OF
BALLOON FRAME WALL
SEE SECllON D/S1 FOR
FRAME TO MASONRY WALL
CONNECllON @ ENDS OF
BALLOON FRAME WALL
SEE SECllON 0/S1 FOR
FRAME TO MASONRY WALL
CONNECllON @ ENDS OF
BALLOON FRAME WALL
TYPICAL AL TERNA TE BALLOON FRAME 1;j) GABLE END , A \
NOT TO SCALE \ 6~ J
AL TERNATE BALLOON FRAME 1;j) GABLE END OvER WINDOW, B \
NICHE WALL DESIGN NOT TO SCALE '6~ J
AL TERNATE BALLOON FRAME 1;j) GABLE END OVER WINDOW
FLU5l-+ WALL DESIGN NOT TO SCALE
fZ\
\!:V
T~I& DE&IGN 1& FOR A MA&ONRY !-fOME WITi-i A GABLE ENDWALL ADJACENT TO A CAT~EDRAL CEILING.
Tl-4E DE&IGN CALLS FOR A TRANSITION FROM MA&ONRY TO WOOD CONSTRUCTION AT A BOND BEAM T~AT
HA& BEEN DE&IGNED TO MEET THE STRUCTURAL REQUIREMENTS OF Tl-4E FLORIDA BUILDING CODE 212)gl,
INCLUDING Tl-4E SPECIAL WIND PROVISION5 GIveN IN SECTION 2111.
T~IS DESIGN IS FOR A MASONRY !-tOME WIT~ A GABLE ENDWALL ADJACENT TO A CATHEDRAL CEILING.
Tl-4E DESIGN CALLS FOR A TRANSITION FROM MASONRY TO WOOD CONSTRUCTION AT A BOND BEAM Tl-4AT
l-4AS BEEN DESIGNED TO MEET Tl-4E &TRUCTURAL REQUIREMENT& OF Tl-4E FLORIDA BUILDING CODE 212)gl,
INCLUDING Tl-4E SPECIAL WIND PROVISION& GIVEN IN SECTION 2111.
Tl-4I& DESIGN 1& FOR A MA&ONRY HOME WITH A GABLE ENDWALL ADJACENT TO A CATl-4EDRAL CEILING.
Tl-4E DESIGN CALLS FOR A TRANSITION FROM MASONRY TO WOOD CONSTRUCTION AT A BOND BEAM Tl-4AT
~AS BEEN DESIGNED TO MEET Tl-4E STRUCTURAL REQUIREMENTS OF Tl-4E FLORIDA BUILD ING CODE 212)01,
INCLUDING Tl-4E SPECIAL WIND PROVISIONS GIVEN IN SECTION 2111.
Tl-4E GABLE END WALLS ARE STRUCTURALLY CONTINUOUS FROM Tl-4E FLOOR TO Tl-4E ROOF (OR CEILING)
DIAPHRAGM.
THE GABLE END WALLS ARE STRUCTURALLY CONTINUOUS FROM THE FLOOR TO Tl-4E ROOF (OR CEILING)
DIAPHRAGM.
TI-+E GABLE END WALLS ARE STRUCTURALLY CONTINUOUS FROM THE FLOOR TO Tl-4E ROOF (OR CEILING)
D I APl-4R.AGM.
)
r:
::l
D 5AMUEL A. GREENBERG, P.E. ~424S
D Tl-tUy l-t. i-tU"rNi-t, P.E. ~~0122
D IRWIN J. BEN50N, P.E. .4~1S8
D All A66A5 i-tAKIM, P.E. ~~18~
a..
,:J:
~
~ >-
....Q
- ....:
~ 01:1
.. CZ)
'''0
- 0
.. .....
~ =-
-<
:aSl
.
~ ~
. CI)
o CZ)
o u
...-
- >
.... CZ)
-"0
~N
r..._
, ...J
IJ~
..l ,
~a..
!:::J:
0"0
~ ~
~~
-a..
... ,
.:-
:c-
!: CZ)
t:-
U :II
..l CZ).
...x
~ CREATED 05-22-02
TO Tl--IE BEeT OF Tl--IE ENGINEER'5 I<NOJ.JLEDGE AND BELIef, Tl--IE
5TRUcrURAL PLAN5 AND 5PECIFICATION5 COMPLY WITl-4 Tl-4E
FLORIDA BUILDING CODE, SECTION lb0b FOR 12e;l MPl--I 3 5ECOND
GU5T, EXF05URE '6' WiND ZONE (2001 EDITION).
Tl-415 DRAWING AND DE51GN 15 VALID FOR 12 MONTl--IS AFTER Tl-4E
DATE IT 15 51GNED AND 5EALED.
51GNED AND 5EALED FOR Tl-4E 5TRUCTURAL FORTION OF Tl-415
DRAWING ONLY.
~ ....
- 0
-
...
~ .
:>
en
~ .
D.
!:
r
E ~~~~~~.
p.o. BOX ~ - APOLLO eEA04 - FLORIDA - 33&12
~ - (813) 645 0166 FAX - (813) 64& ~~
Ea. 4&1"" r[\ THESE DRAwINGS AND DESIGNS ARE THE JOlNT PROPERTY OF DANSCO ENGINEERING, PA AND THE
., IV ~CLIENT ON THIS PROJECT. ANY REPRODUCTION DR UNAUTHORIZED USE IS PROHIBITED. - 2003
"
D
DCD
"'CD
QO
;)
- -
" CZ)
-- -~
" c:
" at
S";
oJ CD
co
-
..a..
z::x:
120 MPH
3 SEC. GUST
&EAl. '\ 5CAl.E NOTED
DATE 9/22/02
LENNAR 140MEe
TAMPA DIVl610N
DRAUN B.V.
N:/BLOCKS/STD 2001
~
BALLOON FRAMING DET AILe
\...
DE JOB NO. PM - 5(Zl21 86
.~
MODEL: 110RW4 (25 GA. STEEL
MODEL: 120RW4 (24 GA. STEEL
SKIN)
SKIN)
OPTIONAL DSB GLASS OR
1/S" ACRYLIC LITES AVAILABLE
(SEE SECTION B-B)
20 GA. MIN. END STILES ATTACHED TO DOOR
SKIN WITH PATENTED TOG-L-lOC SYSTEM
TOP, BOTTOM & CENTER).
r
SLIDE BOLT
LOCK ENGAGES
INTO VERTICAL
TRACK. ONE
LOCK ON
EACH SIDE
OF DOOR.
INSIDE SLIDE BOLT
LOCK OPTION
(1) INTERMEDIATE STILE
ATTACHED W/ TOG-L-LOC (TOP & BOT)
AND URETHANE ADHESIVE (ALONG CENTER)
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.
.
o
I
Co
LOCK POSITION
(BOTH SIDES)
TWO POINT LOCKING
f-
:r:
(.'l
W
:r:
0::
o
o
o
X
<
:;:
ONE 3" TALL x 20 GA.
50 KSI MIN. U-BAR
PER DOOR SECTION.
&
1-
LOCATION OF
OPTIONAL VENTS
OPTIONAL OUTSIDE KEYED LOCK POSITION
,'lAX. DOOR \llDTH 9'0'
f/14x5/S" SHEET METAL SCREWS
ll.QIL.1;
DOORS UP TO 7'-0" HIGH CONSIST OF (4) SECTIONS (SHOWN).
DOORS OVER 7'-0" HIGH CONSIST OF (5) SECTIONS (NOT SHOWN).
1/4"x3/4" SELF
TAPPING SCREWS.
14 GA. END HINGES
VIEW "B"
18 GA. INTERMEDIATE HINGE
VIEW "c"
2x6 YELLOW PINE JAMB
STOP MOULDING SY DOOR INSTALLER (TO SUIT)
20 GA. MIN. GALV. STEEL END STILE
12 GA. GALV. STEEL TRACK /
BRACKETS FASTENED TO WOOD JAMBJ
WITH ONE 5/16"x1-5/S" LAG SCREW
PER TRACK BRACKET.
2" GALV STEEL TRACK FASTENED TO
12 GA. GALV. STEEL TRACK BRACKETS.
TRACK ATTACHED TO EACH BRACKET
A WITH ONE 1/4"x5/S""BOLT & ,NUT
!..E:. OR TwO 1/4 D:A. RI\ETS.
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.
PREPARATION OF JAMBS BY OTHERS.
L 2" DIA. SHORT STEM, 10 BALL STEEL ROLLER.
JAMB CONFIGURATION
SECTION C-C
NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURA~ ELEMENTS
SHA,LL BE THE RESPONSiBUfi OF THE PROFESSIONAL OF
RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE
WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON
THIS DRAWING.
VERTICAL JAMB ATTACHMENT (WOOD FRAME BUILDINGS):
1/2"x3" LAG SCRENS ON 24-" CENTERS. 1-1/4" 00. MIN.
WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK
(BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING
SURFACE. HOR1Z0NTAL JAMBS DO NOT TRANSFER LOAD.
MODEL' 110RW4 (25 GA STEEL SKIN}
MODEL: 120RW4 (24 GA. STEEL SKIN)
r
OPTIONAL SSB GLASS OR
1/S" ACRYLIC LITES AVAILABLE
(SEE SECTION B-B)
=0
\
00
/
o
~
-~
fi,
o
\
~B
~
.
o
I
Co
C
C
f-
:r:
(.'l
c:i
:r:
0::
o
o
o
n
f\
1(\
I
~O 0 0
iA \
\ \
x
<
:;:
><:
'-\
o 0 0 [.
\
rJl
\
I 2' THICK
3" TALL U-BAR
20 GA. GALV. STEEL
50 KSI MIN.
D 3" r-
1-7/S" p
T
, 6 GA GAlV. STEEL TOP
ROUER BRAC KET. EACH
BRACKET AlTACHED W/(3)
* 14x5/8" SHEET METAL
SCREWS.
14 GA. GAL V. STEEL
END HINGE. EACH
FASTENED TO END
STILES W/(4) #14x5/8'
SHEET METAL SCREWS
&: (4) 1/4.x3/4" SELF
TAPPING SCREWS.
3" TAlL x 20 GA. GALV.
STEEL U-BAR. ONE U-BAR
PER SEcnON. EACH U-BAR AlTACHED
WITH TWO 1/4 "x3/4" SELF TAPPING
SCREWS PER STILE LOCAnON.
13 GA. GALV. STEEL BOlTOM BRACKET.
AlTACHED WITH TIIO # 14x5/8"
Sl1EET METAl SCREWS.
ALUMINUM EXffiUSION
&: VINYL WEATHERSTRIP.
SECTION A-A (SIDE VIEW)
iNSIDE HANDLE
OUTSIDE KEYED LOCK
SNAP LATCH LOCK OPTION
REV
DATE
01 9/27/1999
02 12/01/1999
03 1/2000
DESCRIPTIDN
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)
rr=
13 GA. GALV. STEEL FLAG BRACKET.
EACH FASTENED TO WOOD JAMB WITH
(3) 5/16".1-5/8" WOOD LAG SCREWS.
f-
:r:
(.'l
W
:r:
0::
o
o
o
II
j'; "L"
"
W
:r:
(.'l
z
Z
W
Q..
o
TRACK CONFIGURATION
2" GALV. STEEL TRACK,
~IIN. TRACK THICKNESS: .060"
DOOR
HEIGHT "L"
6 -6 70
7 -0 76
7 -6 S2
8 -0 8S
FRONT FRAME WITH U.V.
COATING ON OUTSIDE SURFACE
#Sx3/4" PAN HEAD SCREW
(10 SCREWS PER LITE)
OPTIONAL 10 SCREW
WiNDOW UTE
SECTION B-B
SNAP LATCH ENGAGES
ONTO VERTICAL TRACK.
ONE SNAP LATCH ON
EACH SIDE OF DOOR.
INTER.
STILE
OUTSIDE
HANDLE
END
STILE
OUTSIDE KEYED LOCK
lOCK BAR LOCKING
NUAIR SINGLE HUNG HINDOH SCHEDULE
TESTED PER ANSI/AMMA/NHHDA 101 IIS2
DESIGN
PRESSURE (PSF)
+15.0
+15.0
DESI6N
SUCTION (PSF)
-80.0
-e>O .0
CALL SIZE
MANUFAC llJRER SERIES 1*
LOCATION
END
STILE
IA2SH (1/2 32SH)
22SH
32SH
I A3 (1/2 33SH)
23SH
33SH
IA4SH (1/2 34SH)
24SH
34SH
IA5SH (1/2 35SH)
25SH
35SH
IAoSH (1/2 30SH)
26SH
30SH
2020SH
3020SH
4020SH
2030SH
3030SH
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).
LOCK BAR
ENGAGES IN
TRACK ON
EACH SIDE
OF DOOR.
DESIGN LOADS: +250 P.S.F. & -32.0 P.S.F.
TEST LOADS: +37.5 P.S.F. & -48.0 P.S.F.
DES. BY
M'I'IW
CHECKED BY
IlRA 'o'lNG NIl.
101979
RI;v
03
IV"''',,"
DESCRIPTION
SINGLE CAR MODEL 110RW4 & 120RW4
+25.0/-32.0 PSF DESIGN LOAD
AREAS DENOlCS ASTM EI 00 LIMITATIONS AS REQUI
MAX. DOOR SIZE 9'0"W X 8'0"H
DA Tt: $(A:..E
8/26/99 NOTED
elOpei)' BuI1~"9 Prod~ Com;lGf\)' Aa R1.QMI Re~.
The ol'T'Jn'Jementl d~i~ hef'Ji" 0.. th4I 1101. proP<f~
b: ~~,;~ ~~i~~ll~u~::m~nlritt~ ~%;~iot1.
CEPC
(513) 381-4800
J 12 WALNUT STREIT). SUITE 1600
CINCINNATI, OH 4S2v2
otvWon of Clopqy Buf1d/ng PrTJdu.tdI
NUAIR HORIZONTAL ROLLER HINDOH SCHEDULE
TESTED PER ANSI/AMMA/NHHDA 101 /152
E
DD
/~"
( \
'\
~o GA MIN END STILES ATTACHED TO DOOR
SKiN WITH PATENTED TOG-L-LOC SYSTEM
(TOP, BOTTOM & Ct:NTER).
~
~
l::::
~
(
^)
VIEW "B"
-----
--- VIEW "c"
1\
OOD
~ LOCK POSITION
0-/ (80TH SIDES)
'<> TNO POINT LOCKING
^
000//
I
~ LOCATION OF
OPTIONAL VENTS
A
~ OPTIONAL OUTSIDE KEYED LOCK POSITION
-
;)
c:
::l
NO TE .l.;
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
3" X 20 GA. U-BARS.
U-BARS IN A 2-1-2-1
PATTERN (i.E. nIIO U-BARS
ON BOTTOM SECTION,
ONE U-BARS ON NEXT
SECTION, ETC.)
Ih
J
A VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR
f2:::,. 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
SECnON B-B
.,
;ta..
~x
\,j
>.
,.0
;t
." .:.e.
r CIO
., cD
.. '0
.. 0
;t-
~
,<
I 2' THICK
MOLDED INSIDE
LITE RETAINER
#8x3/4" PAN HEAD SCREW
(1 D SCREWS PER WE)
25 GA. MIN. STEEL
SKIN COATED WITH G-40 MIN.
GALVANIZING, BAKED-ON PRIMER,
AND A BAKED-ON POLYESTER
TOP COAT APPLIED TO BOTH
SIDES OF STEEL SKIN.
...
- 0
:J _
,
I)
:fer>>
.
::-0-
~~
~ :
., ()
12 GA. GAlV. STEEL TOP
ROLLER BRACKET. EACH
BRACKET ATTACHED W/(4)
#14X5/8" SHEET METAL
SCREWS.
&
VERTICAL JAMB ATTACHMENT ~WOOD FRAME BUILDINGS):
1/2"x3" LAG SCREWS ON 18 CENTERS. 1-1/4. 0.0. MIN.
WASHER REQUIRED. lAG SCREWS MAY BE COUNTERSUNK
(BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING
SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD.
SHIP LAP JOINTS.
14 GA. GALV. STEEL
END HINGE. EACH
FASTENED TO END
STILES W/(4) #14x5/S"
SHEET METAL SCREWS
& (4) 1/4"x3/4" SELF
TAPPING SCREWS.
END
STILE
SLIDE BOLT
LOCK ENGAGES
INTO VERTICAL
TRACK. ONE
LOCK ON
EACH SIDE
OF DOOR.
INSIDE SliDE BOLT
LOCK OPTION
- >
oJ cD
-'0
~N
L.. _
, ...J
LJ(!:J
oJ I
~a..
!:x
~ '0
~ ;;
L..:.e.
~ g
-a..
... I
c-
c-
!: CD
!:-
U ,.
.J cD
...x
I;t
DClD
" ep
cO
:l
- -
~ cD
...~
~ c:
s:: ClII
s-;
..J c:l>
CO
...
3" TALL U-BAR
20 GA. GALV. STEEL
MIN. YEILD STRENGTH: 50 KSI
D 3" r-
1-7/S" ~
T
3" TALL X 20 GA. GAlV. STEEL U-BARS
iN A 2-1-2-1 PATTERN (i.E. nIIO U-BARS
ON BOTIOM SECTION, ONE U-BAR ON NEXT
SECTION, ETC.). EACH U-BAR ATTACHED
WITH 1/4"x3/4" SELF TAPPING SCREWS
PER STILE LOCATION.
SECTiON A-A (SIDE VIEW)
13 GA. GALV. STEEL BOTTOM BRACKET.
ATTACHED WITH (2) #14x5/8" SHEET METAL SCREWS.
ALUMiNUM EXTRUSION
& VINYL WEATHERSTRIP.
z~
OUTSIDE KEYED LOCK
SNAP LATCH LOCK OPTION
INTER.
STILE
OUTSIDE
HANDLE
OUTSIDE KEYED LOCK
LOCK BAR LOCKING
2x6 YELLOW PINE JAMB
SNAP LATCH ENGAGES
ONTO VERTICAL TRACK.
ONE SNAP LATCH ON
EACH SIDE OF DOOR.
12 GA. GALV. STEEL TRACK ./
BRACKETS FASTENED TO WOOD JAMBJ
W'TH ONE 5/16'x1-5/S" LAG SCREW
PER TRACK BRACKET.
2" GAlV. STEEL TRACK FASTENED TO
12 GA. GALV. STEEL TRACK BRACKETS.
TRACK ATIACHED TO EACH BRACKET
WITH ONE 1/4"x5/8" BOLT & NUT
OR TWO 1 / 4" DIA. RIVETS.
END
STILE
&.
PREPARATION OF JAMBS BY OTHERS.
INSIDE HANDLE
REV DATE
DESCRIPTION
01 9/27/1999
02 12/01/1999
03 1/2000
ADO 'CBPC' TO TITLE BLOCK
CORRECTED SRACKET ATIACHMENT TO ONE BOLT AND NUT
ADDED JAMB ATTACHMENT INFORMATION
CALL SIZE
MANUFACTVRER SERIES 1*
DESIGN
PRESSURE (PSF)
DESIGN
SUCTION (PSF)
-e>O .0
-e>O.o
2020HR
3020HR
4020HR
5020HR
6020HR
2030HR
3030HR
4030HR
S030HR
6030HR
2040HR
3040HR
4040HR
5040HR
6040HR
2050HR
3050HR
4050HR
5050HR
6050HR
OH2 / OH3
OH2 / 0H3
OH2 / 0H3
OH2 / OH3
OH2 / OH3
OH2 / OH3
OH2 / 0H3
OH2 / ote
OH2 / 0H3
OH2 / OH3
OH2 / 0H3
OH2 / Ote
OH2 / ote
OH2 / 0H3
OH2 / OH3
OH2 / ote
OH2 / 0H3
OH2 / OH3
OH2 / Ote
OH2 / OH3
HORIZONTAL TRACK SUPPORT BY
DOOR INSTALLER (TO SUIT)
rr
13 GA. GALV. STEEL FLAG BRACKET.
EACH FASTENED TO WOOD JAMB WITH
(3) 5/16"x1-5/S" WOOD LAG SCREWS.
f-
:r:
(.'l
W
:r:
0::
o
o
o
TRACK CONFIGURATION
DOOR
HEIGHT "L"
6 -6" 70"
7 -0 76
7 -6 S2
S -0" 88"
j: Y'
(.'l
w
:r:
(.'l
z
Z
w
Q..
o
Z" GALV. STEEL TRACK,
MIN. TRACK THICKNESS: .060"
TYP. 2-1/Z"x12 GA. GALV. STEEL TRACK BRACKET.
(4) TRACK BRACKETS PER SIDE (FACTORY ATTACHED).
L1
#14x5/8" SHEET METAL SCREWS
TED AREAS DENOTES ASTM EI300 liMITATIONS AS REQUIRED 6Y FOC
1/4"x3/4" SELF
TAPPING SCREWS.
14 GA. END HINGES 18 GA. INTERMEDCA,TE HINGE
VIEW "s" VIEW "C
GARAGE
SERVICE DOOR
POOL BATH
DOOR
BREAKFAST TO
LANAI DOOR
EXTERIOR
FRENCH
DOOR
CALL SIZE
286e> (2Ie> X 6/8)
2468 (2/4 X 6/8)
2068 (2/6 X 6/8)
260e> (2/6 X 6/e>)
(2)2068 (4/0 X 6/e>)
(2)206e> (5/0 X o/e>)
(2)2e>0e> (5/4 X 6/e>)
(2)'300e> (6/0 X 6/e>)
FOR 8'-0" HIGH UNITS
MAIN
ENTRY
DOOR
VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR
2.000 PSI MIN. CONCRETE COLUMN):
3/S"x4" SLEEVE ANCHOR BOLTS ON 24" CENTERS MOLDED INSIDE
(C-90 BLOCK OR 2,000 PSI MIN. CONCRETE) OR
1/4"x4" TAPCON SCREWS ON 24" CENTERS (2,000 LITE RETAINER
PSI MIN. CONCRETE). WASHERS INCLUDED WITH
SLEEVE ANCHORS, 1-1/4" 0.0. MIN. WASHERS REQUIRED
20 GA GAlV. STEEl '~~ ~"E WITH TAPCONS. ANCHORS MAY BE COUNTERS,"'
(BUT NOT REQUIRED) TO PROVIDE A FLUSH
MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT
TRANSFER LOAD.
~ 18 GA. GALV. STEEL CENTER HINGE
FASTENED TO INTER. STILES W/(4)
#14x5/S" SHEET METAL SCREWS.
OUTSIDE KEYED
HANDLE
/- (5) INTERMEDIATE STILES FOR 16' WIDE DOOR
ATTACHED W/ TOG-L-LOC (TOP & BOT)
_ A AND URETHANE ADHESIVE (ALONG CENTER)
.
+15.0
+15.0
+15.0
+15.0
-80.0
-80.0
-18.4
-80.0
MAIN
ENTRY
DOOR
MAiN
ENTRY
DOOR
+50.0
+50.0
NUAIR SLIDING GLASS DOOR SCHEDULE
TESTED PER ANSI/AMMA/NHHDA 101 /IS2
CALL SIZE
DESIGN
PRESSURE (PSF)
+30
+30
+30
+30
DESI6N
SUCTION (PSF)
-64.6
-55.0
-31.1
-55.0
MANUFACllJRER SERIES 1*
STOP MOULDING BY DOOR INSTALLER (TO SUIT)
20 GA. MIN. GALV. STEEL END STILE
5008 seD
606e> seD
e>06e> seD
qOoe> seD
200
200
200
200
ZO GA. GALV. STEEL I~
7/16" 1.0. ROUND PUS=~ 18 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)
#14x5/8' 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
END
STilE
~ 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
LOCK BAR
ENGAGES IN
TRACK ON
EACH SIDE
OF DOOR.
elopo)" Buildin9 Pf"'i1oducts Company AJI Riq"ts Reserved.
The arrangements depicted herein ore the sole prope~
~ ~~r;~~% ~~i1~~y9 f~~u;~~o~r~~orZritl~~ ;e%';~~;on.
MAX. DOOR SIZE: 16'O'W X 8'OH
DES. BY
MWW
REV.
03
DRA \lING NO,
101980
CHECKED BY
DESCRIPTION
DOUBLE CAR MODEL 110RW4 & 120RW4
+24/ -24,5 PSF DESIGN LOAD
MWW
DATE SCALE
S/26/99 NOTED
CEPC
(513) 3S1-4800
312 WALNUT STREET6 SUITE 1600
CINCINNA TI, OH 452 2
Division of Clopay Building Products
NOTE:
IT IS mE CONffiACTORS RESPONSIBILITY TO REVIEW ALL DRAWlNGS BEFORE CONSffiUCllON
BEGINS. DANSCO ENGINEERING P.A. IS RESPONSIBLE FOR mE SffiUcruRAL INTEGRITY OF 111IS
PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDiTiONS, OmER DESIGN PROfESSIONALS'
SHOP DRAWlNGS, CONffiACTORS' BUILDING M El11 ODS, AND mESE SIGNED AND SEALED
DRAWlNGS MUST BE BROUGHT TO l11E AnENTiON OF DANSCO ENGINEERING P.A. PRIOR TO
mE COMMENCEMENT OF CONSffiUCTiON.
300e> (3/0 X 6/8)
(2)266e> (5/0 X Ole>)
(2)286e> (5/4 x 6/8)
(2)306e> (6/0 X 6/8)
(2)30e>0 (6/0 x 8/0)
3068 (3/0 X 6/e>)
(2)266e> (5/0 X 6/e>)
(2)2e>6e> (5/4 x 6/e>)
(2)3068 (6/0 x 6/8)
(2)3080 (610 x 810)
3068 (3/0 x 6/e>)
(2)266e> (5/0 x 6/e>)
(2)2808 (5/4 x 6/8)
(2)3068 (6/0 x 6/e>)
(2)3080 (6/0 x e>/O)
CALL Size
e> x 1 (OR 80700H)
'1 x 1 (OR '10100H)
16 x 1 (OR 160100H)
THERMA- TRU DOORS
EXTERIOR DOOR SCHEDULE
TESTED PER ANSI/AMMA/NHHDA 101 IIS2
RIO SIZE
MANUFACllJRER DESCRIPTION
DESI6t~
PRESSURE (PSF)
34 1/2 x e>2 1/2"
#100 FLUSH STEEL
+25."1
+25.'1
30 1/2 x 82 1/2"
32 1/2 x 82 1/2"
32 1/2 x e>2 1/2"
1*118 ONE UlC STEEL FRENCH
#118 ONE LITE STEEL FRENCH
1*12e> lCN liTE STEEL FRENCH
+25."1
+2S.q
+25."1
+25."1
+24.1
+24.1
+24.1
+24.1
51 1/4 x e>2 1/2"
63 1/4 x e>2 1/2"
01 1/4 x e>2 1/2"
15 1/4 x e>2 1/2"
#10e> 15 LllC STEEL FRENCH
#10e> 15 LITE STEEL FRENCH
#10e> 15 LITE STEEL FRENCH
1*10e> 15 LITE STEEL FRENCH
(y..U x qB 1/2"
38 1/2 x 82 1/2"
63 1/4 x e>2 1/2"
61 1/4 x 82 1/2"
15 1/4 x e>2 1/2"
15 1/4 x '18 1/2"
3e> 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"
3e> 1/2 x 82 1/2"
63 1/4 x e>2 1/2"
61 1/4 x 82 1/2"
15 1/4 x 82 1/2"
15 1/4 x qe> 1/2"
+25."1
+24.1
+24.1
+24.1
+24.1
+25."1
+24.1
+24.1
+24.1
+24,1
+25."1
+24.1
+24.1
+24.1
+24.1
#208 STEEL 8 PANEL
**FC-60 6 PANEL FI6ERCLASSIC
**FC-60 6 PANEL FIBERCLASSIC
OR
**FC-2000 I LITE FRENCH
FIBERCLASSIC
( CUSTOMER CHOICE)
BANCO OVERHEAD DOORS, INC.
6ARA6E DOOR SCHEDULE
TESTED PER ANSI/AMMA/NHHDA 101 IIS2
TEST LOADS
PRESSURE (PSF)
+37.5
+31.5
+30.0
TEST LOADS
SUc.TION (PSF)
-4e>.0
-48.0
-31.0
DESIGN LOADS
PRESSURE (PSF)
+25.0
+25.0
+24.0
DESIGN LOADS
SUC T1 ON (PSF)
-32.0
-32.0
-24.5
EXTERIOR HINDOHS AND DOOR NOTES
1. ALL EXTERIOR WINDOWS AND GLASS DOORS ARE TO
BE TESTED IN ACCORDANCE WITH ANS!/AMMA/NWWDA
101/1 S2 STANDARDS AND BEAR AN AMMA OR WDMA
LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE
CHARACTERISTICS AND APPROVED TESTING ENTITY,
FBC 1707.4.2,1
2, ALL EXTERIOR WINDOWS SHALL BE ANCHORED PER
THE PUBUSHED 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 UP 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
DESIGN
SUCTION (PSF)
-34.1
-34.1
-34,1
-34.1
-34.1
-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
-34.1
-32.4
-32.4
-32.4
-32.4
ED AN5CO
ENGINEE~ING, FA.
p.o. eox 3~ .. APOLL.O eEACH .. FL.~fDA .. 33512
R-ICNE .. (813) 645 0166 FAX .. (813) 645 ~ca&
e6 4510 fC'\ THESE DRAI'IINGS AND D€SIGNS ARE 111E JOINT PROPERTY OF DANSCO ENGINEERING, PA AND 111E
\'::/' CUENT ON 1111S PROvECT. ANY REPROOUCT10N OR UNAU1110RIZED JSE IS PROHIBITED. - 2003
& CREATED 01-02-02
3
120
SEC.
MPH
GUST
LENNAR ~OME5
5CALE NOTED
DATE 1/2/02
TAMPA Df\ "6r~
DRAlLN B.V.
N:/BLOCKS/STD 2001
DOOR 4 WINDOW T A6LE5
DE JOB NO. PM - S~21
60W1
A
HEAD ER
.=
...... ..d
<f'
'.~
.
.
.'~
EXTERIOR
'/"...1
~ INTERIOR
'~ PRESSURE TREATED
~" BUCKSTRIP (MIN. ~.
AS SHOWN)
SHIM AS NEEDED
WINDOW
fASTENER
FlLL INTERIOR VOID ~
f.4INIMAl.. EXPANDING FOAM
- IF PER CODE
GiNTERIOR I'
- .' ~' .~ I .'"
. ':J -i1
<;. . 'Q. .-
. .~
. . , ~
. .':J . I
'1 · '.
L~ ~ ~ ·
-- ~EX1i:RIOR
JAMBS
-~
-Av-
~~r
IF NECESSARY,
USE SHIMS
WHEN
INSTAllING TO
KEEP PlUMB &I
LEVEL
r
t ~
1m-
to: ~ (.E-:~~c-
. ~ PRE~"" > >
, ""^ CONCRETe: SILL < <' .
v
SILL
NO
fASTENERS
TriROUGH
SILL
III 1..1""" .
r ~ F=-
.~
. . "ft,..., POuRrtl
""^ CONCRETt: SILL <
v
. SEALANT BEAD
HEADER
I
.,~
I
."""'
...... ..d
<f'
'.~ .
EXTERI; ~ ~ INTER~R
~~OR 11 ;-i PRESSURE TREATED .
..:' . ~ I. -.: I "': ~" ~C~~~) (MIN. ~
<;.. . ~ III r7 ~ :,- .SHIM AS NEEDED
..~ L W,NDOW
'.: , ~ ASTENER
'. . : ':J 1 FlLL INTER~R VOID WITH
. ~ '. , - ~ MINIMAl.. EXPANDING FOAM
~~. -IFPERCODE
_n V &tRIOR - --^v-- -:-^v-
JAMBS
IF NECESSARY,
USE SHIMS
WHEN
INSTAllING TO
KEEP PLUMB &I
LEVEL
~ ~ ,....
~:1 ~ ·
~IO' ~
. . . 'fu;.T, pouRrtl >
. . ""^ CONCRETe: SILL <1
I v
SILL
/ I'........
9F-n-
1~
to: ~ . (.~~ ;:c~
. . <1 PRE'~4 ?
'. 4^ CONCRETt: SILL l
v
NO
FASTENERS
TI1ROUGH
SILL
. SEALANT BEAD
I INST ALLA nON DETAILS FOR FIN WINDOWS IN
WINDZONES OF I50MPH OR LESS (DETAIL B)
Installation fasteners for windows should be a
minimum l~" nail or It" wood screws, with an embedment of
at least I". Fasteners should be located at a maximwn 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 infiltration of air and water. Product may be shimmed
as necessary.
Flexible flashing should be installed in a
weatherboard fashion. The top layer should overlay any layer
beneath it. The weather resistant barrier should then cover the
flexible flashing at the header. The application of the weather
resistant barrier will vary based on when it is installed. If it is
installed after the window, it should be tucked under the sill
Ifusing l~" thick or greater wood buckstrips (not shown): flashing and overlap the jambs and head flashing.
Window installation fasteners should be a minimwn #8 X I" .., 'I *R lIlARC'UTllCTClW.
wood screws, installed through the window into the buckstrip. ., ! L ,~ ;;;:;;':lES
Window may be shimmed as necessary, provided a minimwn M.EMIlER
1 ne WUlOOw GepICteO en tlllS O11lWUlg " lDtenOeo tor use 00 ty])lCaJ coostrucllOn. It IS e n:spoosibility of othen to determme if It "applicable. Aooltional tlasluJ1g, vapor
bamen, etc. may be ,!,eciiioo by the projecl arohitect. Wind and design pressures vill')' within eacb state and county. All prooucts manufactured by NIl."il' Inc. meet a
minimum of II G mph (RJO DP) wind load re'lulrements (per ....AMA 101); please chock local building codes for exacl requirements. Above details shown for Single Hung
window. For installation of Awning, Horizontal Roller, or Picture/Designer window, use the same specificalions as ,hown above for the Single Hlmg. provided that all
ore-nunched frame installation holes are utilized and with the above mentioned ,crew ,ize tvue Illld suacin~.
INST ALLA nON DETAILS FDR FL~'\GE WINDOWS IN
WINDZONES OF 150YiPH OR LESS (DETAIL A)
Buckstrips must be set in a bead of sealant The extenor joint
between the bucks trip and masonry must also be sealed.
Buckstrips shall run the entire length of the rough opening. A
buckstrip is not necessal)' 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 ful1y supported by the
buckstrip at both the interior and exterior.
Ifusing t" thick wood buckstrips:
Installation fasteners should be a minimwn ~" X 2Z" masonry
screws, installed through the window and buckstrip, into the
masonry. Window may be shinuned as necessary, provided a
minimum screw embedment of 1*" is maintained in the
masonry. Fasteners should be located a maximwn of 4" from
each corner 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".
~ '~(4AR lIlM1ERIC"-'
AKCHl',BCTCRAL
! MAl'<"Ul'ACTlJRl:::S
ASSOCLA nON
. ME.\1BEll
Tampa, FL e(800) 282-6827ewww.NuAir.com
The \\'indow 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 0f 110 mph (R30 DP) wind
load requirements (per AA~A IOJ); please check local building codes for exact requirements.
~~OR
':.~ I.
. .~
J. ~
. :'.~ ..
.<:1
. '.
~ ....l~ .
-L\;LOOrR~R
HEADER
<? -4 I' .<;p
'.~ .
. " I
EXTER~R ~NTER10R
· PRESSURE TREATED
~ ~UCKSTRIP (MIN. ~.
AS SHOWN)
I. SHIM AS NEEDED
, ~ WINDOW
~ I 1 ^J-- fASTENER
~ <'
1/
I
.'.~
FlLL INTERIOR VOID WITH
MINIMAL EXPANDING FOAM
- IF PER CODE
\r
NO
fASTENERS
TI1ROVGH
SILL
\r
JAMBS
_~ll
1
IF NECESSARY.
USE SHIMS
WHEN
INSTAWNG TO
KEEP PLUMB &
l.E'va
~.J..
~~NISHED IT.
~ I_~~_I SILL~r ~
.. (.::. ~.;-:..~.: . '/1//2. IJ V!.l
'4 .' . .
. ~. 4 . d...
. ". PRE~CAST > . '. tv.!. pouRrtl >
". ""^ CONCRETE SILL <I . a^ CONCRETE SIt.i. <I
v
. S~ BEAD
SILL
J
~ '~(4AR lIl""RICAN
! AAClilToc;tiRAL
M,"',NtJ""CT\JRJ.!S
ASSOCAnOf'\l
. ME.\1Bl:;l1;
Tampa, FL .(800) 282.6627.www.NuAir.com
The window dt:picted in this drawing is intended for use on typical construction. It 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 JI 0 mph (R30 DP) wind
load requirements (per AAYfA 101); please check local building codes for exact requirements.
;)
;t
~
~
;t
t'
;)
;)
t'
FLEXIBLE PLYWOOD SERIES
FLASHING~ HEADER SHEATI1ING OH2/3 HR
WEATI1ER ~ 1 WINDOW
R~~- ~"/ . ~FASTENER
,,=- :;Jof o::~,:~f!// ~
RIGID FLASHING~ · · ~ DR'rW.4ll.
(OPT.. BY OTI1ERS) ~
!:
;
:)
D
:J
::II
,.
:J
L
~
_~,1.~~R
~~J,';':.. ._
E::..J7
<. >
__~ Q:::L <
'\' ---- f: -:i'"--.
~ ~.!-~~I~~
'\: BARRIER FLEXIBLE
EXTERIOR IBLE FLAS~HING
FLASHING WEATI1ER .4 ~
JAMBS RESISTANT~ ·
FlLL INTERIOR VOID ~
I MINIMAl.. EXPANDING FOAM
- IF PER CODE
!:
,
"
5
o
...
-
~
v
^
~
IF NECESSARY,
USE SHIMS
WHEN
INSTAllING TO
KEEP PlUMB &
LEVEL
f
I..
,
U
~
~
o
.!
L.
l
/
~'""
FlNISHED
SILL
.
~
~;( WINDOW
~L '- fASTENER
BARRIER ~
EXTERIOR ·
rA~E-~' '..~
- ^ ~
SILL
...
c
C
!:
!:
U
~
...
. SEALANT BEAD
o SEAtJ\NT BEAD IF FUlSHING IS NOT ADHESIVE
D
D
~
::)
r.J
...
r.J
.:
~
~
c
...
~ '~(4AR lI1""'R:CAN
ARCHITECTl..RAl.
! M,v,;1..,FACTtRCS
ASSOClA nON
. MEMBER
Tampa, FL e(800) 282-6627.NWW.NuAircom
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 ~uAir fnc. meet a minimum of 110 mpb (R30 DP) wind
load requirements (per AA\1A 10]); please check local building codes for exact requirements.
~
I lNSTALLATlO:-l DETAILS FOR ~mo/.[MPACT, FIN, HORlZ. ROL- I
LER WINDOWS IN \\TNDZONES OF 150MPH OR LESS (per FBC 2001)
Window Installation:
Installation fasteners for windows should
be a minimum ]!", 4d nail or 6 x I!" drywall screw,
with an embedment of at least l~". Fasteners
should be located at a maximwn of 4" from each
comer and 18" D.C. for screws and 9" O.C. for
nails.
It is recommended that all screws or
nai 1 s be seal ed to prev en t in fil trati on 0 f air and
water. Product may be shimmed as necessary.
Weatherproofing:
Flexible flashing should be installed in a
weatherboard fashion. The top layer should overlay
any layer beneath it. The weather resistant barrier
should then cover the flexible flashing at the
header.
The application of the weather resistant
barrier will vary based on when it is installed. If it
is installed after the 'window, it should be tucked
under the sill t1ashing and overlap the jambs and
bead flashing.
FLEXIBLE HEADER PL'lWOOD
FLASHING~ '" IiHEATI1ING
WEATI1ER ~
RESISTANT-f---....-- v II ';/ ~~ / I ....-~INDOW
BARRIER I "'--11 I ~) UV FASTENER
'%"i:- Si 0 11~~ :;;\;;,~zf,~=.
RIGID FLASHING~ ~ "- DRYWALL
(OPT., BY OTI1ERS)
...A INTER~R
~.};: .
I<~_~:- ~ ;;
~i~ -.&. WEATriER
~RESISfANT FlEXIBLE 1.
BARRIER FLASHING
EXTER~R IBLE WEA TI1ER I &!
FLASHING RESISTANT-... ~r ~ .
BARRIER ~ ~~
EXTERIO~_ ~lS]L
fACADE I r
~. I ~ WINDOW
__A :t::---FASTENER
v SILL
screw embedment ofi" 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 buckstrips should be no less than 11" X 2 i". Buckstrips
should be installed using minimwn~" X 2t" masonry screws,
to maintain It" embedment, and be 18" D.C.
B
JAMBS
--....I ~
FlLL INTERIOR VOID WITH
MINIMAL EXPANDING FOAM
- IF PER CODE
- -Av-
~~
rrr
IF NECESSARY.
USE SHIMS
WHEN
~ INSTAUJNG TO
, KEEP PLUMB &I
l.E'va
FlNISHED
SILL
. S~ BEAD
o SEALANT BEAD IF FLASHING IS NOT ADHESIVE
PLYWOOD SERIES 90011 INSTALLATION DETAILS FOR NON-IMPACT, FIN, SINGLE I
SHEATI1JNG & 950 SH II HU~G WINDOWS IN WINDZONES OF 150MPH OR LESS (per FBC 2001) I
~~~~---.......... HEADER
WEATI1ER ~
RESISfANT- ~ v II ';' /"" a /) ....-yiINDOW
BARRIER 1 ~ I ~~ FASTENER
~Jg~-I---J'~:.~...l~~~ ~E
~ .,.. ." ~'.':." '., HOOER
/. " .. ~
RIGID FLASHING ~"'" DR'rW.4ll.
(OPT.. BY OTI1ERS)
_ !/)~I9-R ~ ~
~r:.. __ I
'~:- L l
< --~~--Q- ,..1 I
~ - -" WEATI1ER I
~ RESISTANT FLEXIBLE
BARRIER FLASHING
IBLE I al
EXTERIOR FLASHING R:Se;"=- ~ r
JAM BS atlRRIER ~
EXTERIOR ·
FA~E-~ ' · ~
I ~ N
- ^ '"
SILL
FlLL INTER~R VOID ~
MINIMAL EXPANDING FOAM
- IF PER CODE
~
~
IF NECESSARY,
USE SHIMS
/. 'l..... INSf~~G TO
__ ' KEEP PLUMB &I
W LEVEL
,
FlNISHED
SILL
.
~
~
.;;;<..;(;> WINDOW
..... ............ ~ fASTENER
. SEAlJINT BEAD
OSEALANT BEAD IF FlASHING IS NOT ADHESIVE
Window Installation:
Installation fasteners for windows should
be a minimwn I!", 4d nail or 6 x 1~" 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
nails.
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 flashing should be installed in a
weatherboard fashion. The top layer should overlay
any layer beneath it. The weather resistant barrier
should then cover the flexible flashing at the
header.
The application of the weather resistant
barrier will vary based on when it is installed. If it
is installed after the window, it should be tucked
under the sill flashing and overlap the jambs and
head flashing.
~ ,~t R lIlAMERlCAN
ARCRlTECTLRAl.
"MANu. 'flA<;."'1"lUS
WOClAnON
Ml!MIlER
Tampa, FL e(800) 282-6627ewww.NuAir.com
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 I ] 0 mph (R30 DP) wind
load requirements (per AAMA ]01); please check local building codes for exact requirements.
FLEXIBLE HEADER PLYWOOD I SERIES II
FLASHING~ mHEATI1ING 1A02/3 A TW II
WEATriER ^ WINDOW
RESISTANT- ~ V '-( 1 ....-FASTENER
BARRIER I .............. ( V
EXTERIO~-t'--..- '.r. (;';>
fACADE I" it, /1;
.1. ' ~.A:.. '.... ,,"-~E
~" '. . '.. >..,:A", HEADER
........ ,:," "':..':\. '. .
RIGID FLASHING . '"
(OPT.. BY OTI1ERS) '-- OR'rW.4ll.
...A INTERIOR
i~r;/ :.-.:. r-Rwg;~~ I "'J FlLL INTERIOR VOID ~
'/ ) , '; BARRIER f.4INIMAl.. EXPANDING FOAM
. ,: . ' ...............~ - IF PER COOE
'/",
": ~ .JV
. .. <'
--'\.-_II!'___C .. '7
'\..-
.
~~IBLE
FLASHING
EXTERIOR
IF NECESSARY,
USE SHIMS
WHEN
INSTAllING TO
KEEP PLUMB &I
l.E'va
JAMBS
FLEXIBLE J
FLASHING
WEATI1ER ~
RESISTANT .
BARRIJ~~ I ::-::-7-
EXTERIOR:!):'" ~ ~
fACADE ^ N~r=ER
SILL
FlNISHED
SILL
. SEAUlNT BEAD
OSEALANT BEAD IF FlASHING IS NOT ADHESIVE
INSTALLATIO:-l DETAILS FOR NON-IMPACT, FIN, A\1r.\ING
WINDOWS L'I WL\l)ZONES OF 150MPH OR LESS (per FBC 2001)
I
Window Installation:
Installation fasteners for windows should
be a minimwn I!", 4d nail or 6 x l~" drywall screw,
with an embedment of at least 11'" Fasteners
shou:d be located at a ma1(imum 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 infiltration of air and
water. Product may be shimmed as necessary.
Weatherproofing;
Flexible flashing should be installed in a
weatherboard fashion. The top layer should overlay
any layer beneath it. The weather resistant barrier
should then cover the flexible flashing at the
header.
The application of the weather resistant
barrier will vary based on when it is installed. If it
is installed after the window, it should be tucked
under the sill flashing and overlap the jambs and
head flashing.
~ '~(4AR lIl"MEIUCA.'
ARCHlTEcn.:RAl.
! .'vIM1..1'ACT'uR.ES
ASSOClA nON
. MJ:iMH1::ll
Tampa, FLe(800) 282.6627ewww.NuAir.com
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 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 I 10 mph (R30 DP) wind
load requirements (per AA.MA 101); please check local building codes for exact requirements.
FLEXI8t.! PL'TWOOD SERIES 900 I
FLASHING~EADERfiHEATI1ING PW & DPW
WEATriER ^ I WINDOW
R~~- ~ ( ~,'~fASTENER
J.~ r fl."?
~Jg~-............... I i :.~..~.,....>:;;.::..!.) ~E
--: . ". ~. ~.. ...:.... '." HEADER
/. " .. ~
RIGID FLASHING ~ "'" ' l DR'rW.4ll.
(OPT., BY OTI1ERS) :;J
,
j, INTER~R
~I/ 1'-\.
'/) / ,.:
/ ~ ":;..
'f:.'.~.
FlLL INTERIOR \1010 ~
MINI!.lAl.. EXPANDING FOAM
- IF PER CODE
IF NECESSARY,
USE SHIMS
WHEN
INSTAllING TO
KEEP PLUMB &I
l.E'va
<'\... I
--"''\.l----Q-
~ I. ~EATI1J:. FLEXIBLE
'\ t---~:rr F1.ASHING / J
EXTERIOR ~~~ r:se;"ri'~ ~I' n.
JAMBS ~~~_ 0 ~~~~
~, f2:. WINDOW
_ ~ 1_"'- fASTENER
SILL
FlNISHED
SILL
. SEAlJINT BEAD
OSEALANT BEAD IF FlASHING IS NOT ADHESIVE
INSTALLATION DETAILS FOR NO:-l-L\1l'ACT, FIN, FIXED
WIl\l)OWS IN WIl\l)ZONES OF 150MPH OR LESS (per FBC 2001)
I
Window Installation:
Installation fasteners for windO\vs should
be a minimum 1~", 4d nail or 6 x ]1" 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 infiltration of air and
water. Product may be shimmed as necessary.
Weatherproofing:
Flexible flashing should be installed in a
weatherboard fashion. The top layer should overlay
any layer beneath it. The weather resistant barrier
should then cover the flexible flashing at the
header.
The application of the weather resistant
barrier will vary based on when it is installed. lfit
is installed after the window, it should be tucked
under the sill flashing and overlap the jambs and
head flashing.
'~'~{AAR 1Il~~~
, ~ ASSOClATION
MB.\1BER
Tampa. FLe(800) 282-6627ewww.NuAir.com
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 110 mph (RJO DP) wind
load requirements (per AAMA 101); please check local building codes for exact requirements.
HEADER
SERIES
OH2/3 HR
~NTERIOR
:-. .-
.
: '~':J 'II
<. 'Q. ~
. . '.rAJ/,
':J
. .
..., ",.'~ .
: -~EX1i:RIOR
I
. .........~
.?~ . '1' : .'
'.~ .
.~I
EXTERIOR . INTERIOR
'\.. PRESSURE TREATED
XBUCKSTRIP (MIN.~.
AS SHOWN)
SHIM AS NEEDED
WINDOW
fASIDlER
-
\J II '"
~
v
FlLL INTERIOR VOID WITH
MINIMAl. EXPANDING FOAM
- IF PER CODE
:.~V1
a.-.. <>
I ..-.
^
~
I
.,/1.
F- "" NO
fASTENERS
TI1ROUGH
SILL
^
LlJ
/j:!l!
JAM BS
IF NECESSARY,
USE SHIMS
WHEN
INSfAlllNG TO
KEEP PlUMB &I
l.E'va
~
.
~- -!.-~
1-:.___
~---
(.:.,.: ."". :... :.:
~1
'4
> . <1 '<1 4
<. . . . PRE-CAST . <' <>
'. .:1 ^ COrlCRETt: SILL l . .
V ,
SILL
I _ ~//I/.al -
.~a:y/
. . l' ..AT, POVRrtl
.:1 ^ CONCRETt: SILL <l
V ,
. SEAlANT BEAD
~ '~(4AR lI1"MCRlCA.,
A ~~~~~
AS50CIA flQN
MEMlJEll
Tampa, FLe(800) 282-6627ewww.NuAir.com
II INSTALLATION DETAILS FOR ~ON-1MPACT, FLANGE, HORlZ. ROL-l
II LER V,1NDOWS IN WIJl,l)ZONES OF 150MPH 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.
Buckstrips 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 treateil 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.
If using i" thick wood buckstrips:
Installation fasteners should be a minimwn ~" 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 ]t" is maintained in the masonry.
Fasteners should be located a maximwn 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 t" X 2k".
Ifusing ]," thick or greater wood buckstrips (not sho\\'Il):
Window installation fasteners should be a minimwn # lOX I! "
wood screws, installed through the window into the buckstrip.
Window may be shimmed as necessal)', provided a minimum
screw embedment of It" is maintained in the buckstrip. Window
fasteners should be located a maximum of 4" from each comer and
maximum of 18" O.C. [t is recommended that fasteners not be
installed through the sill of the window. The actual size of the
buckstrips should be no less than l~" X 2*". Buckstrips should be
installed using minimwn f5" X 2i" masonry screws, to maintain
]t" embedment, and be 18" O.C.
The window depicted in this drawing is intended for use on typical construction. It is the
responsibility of others to detennine ifit is applicable. Additional flashing, vapor barriers, etc.
may be speci fied 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 OP) wind
load requirements (per AA.\1A 101); please check local building codes for exact requirements.
SERIES 900 I INSTALLATION DETAILS FOR NO~-lMPACT, FLANGE. FIXED
PW & DPW WINDOWS IN WINDZONES OF 150M-PH 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.
Buckstrips shall run the entire length of the rough opening. A
buckstrip is not necessary at the sill if 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 acceptable if the
window frame is fully supported by the buckstrip at both the
interior and exterior.
If using i" thick wood buckstrips:
Installation fasteners should be a minimwn ft.' X zt' masonry
screws, installed through the window and buckstrip, into the
masonry. Window may be shimmed as necessary, provided a
minimwn screw embedment of I*" is maintained in the masonry.
Fasteners should be located a maximum of 4" from each comer
and maximwn of 18" O.C. The actual size of the buckstrips should
be no less than i" X 2t'.
Ifusing I~" thick or greater wood buckstrips (not sho\'\ll):
Window installation fasteners should be a minimwn #10 X It-
wood screws, installed through the window into the buckstrip.
Window may be shimmed as necessary, provided a minimwn
screw embedment of 1*" is maintained in the buckstrip. Window
fasteners should be located a maximwn of 4" from each comer and
maximum of 18" O.C. The actual size of the buckstrips should be
no less than It" X 2t'. Buckstrips should be installed using
minimwn f6" X :!t' masonry screws, to maintain
]t" embedment, and be ]8" O.C.
HEADER
.<;p
--.---0 ~OR
I.....V~.'L .
. . ':J
<'. . 'Q.
.. ~
<.i~ ~
'l ".
~ J\ ":..
v EXTERJOR
I
.'.~
~. I
~ INTERIOR
PRESSURE TREATED
~KSTRIP (MIN. 21.
AS SHOWN)
SHIM AS NEEDED
WINDOW
fASTENER
FlLL INTERIOR VOID WITI1
MINIMAl.. EXPANDING FOAM
- IF PER CODE
SERIES 900 I INSTALLATION DETAILS FOR NON-iMPACT, FLANGE, SINGLE I
& 950 SH HUNG WI~DOWS IN WIl\DZONES OF 150MPH OR LESS (per mc 2001)
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
buckstrip is not necessary at the sill if it is pre-cast. All gaps must
be sealed. Buckstrips shou.ld 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.
Ifusing i" thick wood buckstrips:
Installation fasteners should be a minimum~" X 2i" masonry
screws, installed through the window and buckstrip, into the
masonry. Window may be shimmed as necessal)', provided a
minimum screw embedment of It" is maintained in the masonry.
Fasteners should be located a maximwn 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
buckstrips should be no less than i" X 2i".
[fusing 1~" thick or greater wood bucks trips (not sho\'\ll):
Window installation fasteners should be a minimwn #[0 X l~"
wood screws, installed through the window into the buckstrip.
Window may be shimmed as necessary. 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 l~" X 2*". Buckstrips should be
installed using minimum f5" X 2*" masonry screws, to maintain
It" embedment, and be 18" O.C.
,,' Ll
<f'
'.~ .
[mo: ~
II
~:
,.J:
y
.7 ">
JAMBS
.J
NO
FASltNERS
TI1ROVGH ~ ~ r-
SILL ' r
/J
~.
IF NECESSARY,
USE SHIMS
WHEN
INSfAWNG TO
KEEP PlUMB &I
l.E'va
,
/:)
~
~ II'.
.. 1- - --
. t----
. a . t,:",.. ":".:...:..
. ~'<1 4
'. . '. PRE-CAST >
'. 4 ^ CONCRETt: SILL <
I
. II 11
~f//.'/A ~
> '. 'itAT. POuRrtl >
<,. 4^ COli/CRETe: SILL <
v
. SEAlJINT BEAD
SILL
I
ft
6L-1
6,r-,
D
6'
SINGLE DOOR
~A'~(4AR (j]::c'~ClW.
MA,.....UfAcn....RES
ASSOCLAnON
. . ML\offiEl
Tampa, FLe(800) 282-6627ewww.NuAircom
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 fnc. meet a minimum of 110 mph (R30 OP) wind
load requirements (per AA.'lJA 10 I); please check local building codes for exact requirements.
SERIES 200 I
HEADER & 500 SGD
A ^
W#/~~/)~M
· / III/! Ij ) 1/1
EXTERIOR
PRESSURE
TREATED
BVCKSTRIP
INTERIOR
SERIES I fNST ALLA TION DETAILS FOR NON-LYlPACT, FLAl\GE, A W"NING I
A02/3 A TW WI~DOWS IN WINDlO:\ES 01' 150MPH OR LESS (perFBC 2001)
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
buckstrip is not necessary at the sill if 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 acceptable if the
window frame is fully supported by the buckstrip at both the
interior and exterior.
I fusing i" thick wood buckstrips:
Installation fasteners should be a minimum f5" X 2*" masonry
screws, installed through the window and buckstrip, into the
masonry. Window may be shimmed as necessary, provided a
minimwn screw embedment of 1 t" 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".
Ifusing I~" thick or greater wood bucks trips (not sho,^n):
Window installation fasteners should be a minimum #10 X l~"
wood screws, installed through the window into the buckstrip.
Window may be shimmed as necessary, provided a minimum
screw embedment of 1t" 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
buckstrips should be no less than ]t- X 2i". Buckstrips should be
installed using minimwn f5" X 2i" masonry screws, to maintain
It" embedment, and be 18" D.C.
INTERIOR
~-
<~&
/j/~
~~ ~..
~~ ...
~2::-
~ .. AFTER
< ~ INSTAU.ATlON, SEAl..
JAMBS HORIZONTAL JOINT~
/ / BETWEEN TRACK ,
/ / AND JAMB IT W
EXTERIOR -e-
~
.
SHIM
AS
NEEDED
-/ DOOR
/ fASTENER
"~ii; "~if
l" '
Je-A ~ :
IIIV-I
" I
" I
I .. :' :
~I: ;
" '
MINIMUM
1t.
REcOM-
f.4ENDEO
--1.
-r
IE
H.
H
.....
e
FlLL INTER~R VOID WITI1
MINIMAL EXPANDING fOAM
- IF PER CODE
A
IF NECESSARY,
USE SHIMS WHEN
. INSTAWNG TO ~ ""
KEEP PLUMB &I Al.E'va
TRACK . -
~ a:
.4
. SEAUlNT BEAD
-~.
~ '~(4AR lIlA.'llCRlCAN
ARCH!TECT1...:RAL
! M. ANU"'ACT1JR2S
a ASSOCIATlON
Tampa, FL.(800) 282-6627hIWw.NuAir.co: ",""c,
,
:rJ J~
C~'
If,' 6
DOUBLE DOOR 'WI SIDELITES
INSTALLATION DETAILS FOR NON-LYl.PACT. SLIDING GLASS
DOORS IN WINDZONES OF 150MPH 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.
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 lwnber. In
accordance with the Florida Building Code, a taper, or bevel
on the buck is acceptable if the door frame is fully supported
by the buckstrip at both the interior and exterior.
I
.~ '.h'
J.H.~. l'
. I ..]'
6'L III II
Ifusing t" thick wood buckstrips:
Installation fasteners should be a minimwn ft" X 2*" masonry
screws, installed through the door frame and buckstrip, into the
masonry. Door 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 corner and maximwn of 18" O.c. The width of the
buckstrips should be no less than the frame frame of the door.
6'rlll
I I
.<
'"
Ifusing I~" thick or greater wood buckstrips (not sho\'\ll):
Door installation fasteners should be a minimwn #10 X I~"
wood screws, installed through the window into the buckstrip.
Door may be shimmed as necessary, provided a minimwn
screw embedment of It" is maintained in the buckstrip. Door
fasteners should be located a maximwn of 4" from each comer
and maximwn of 18" O.C. The width of the buckstrips should
be no less than the frame frame of the door. Buckstrips should
be installed using minimum ~" X 2t" masonry screws, to
maintain It" embedment, and be 18" O.C.
The door depicted in this drawing is intended for use on typical construction. It 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] 10 mph (R30 DP) wind
load requirements (per AA."1A 10]); please check local building codes for exact requirements.
SERlES 200 I
& 500 SGD
HEADER
^
'':"' ~~~
f!!; O/~" ."n." :km
017 ~.. ~t-^_i~
/' a, --1 ,I - Y- I
~./ L.... -y 1!~ roC!..
~/ ~ JAMBS ,; ,
-~ ~NSTAlJ..A,~, SEAL H
HORIZONTAL JOINT~
EXTERIOR BETWEEN TRACK
AND JAMB ~ ~
FlLL INTERIOR VOID WITH t.. vi.
f.4INIMAl.. EXPANDING fOAM '"
- IF PER CODE
. SEAUlNT BEAD
MINIMUM
1..
RECOM-
MENDED
l1.
<>
'"
e
.""
I~EC~,
USE SHIMS WHEN
. INSTAllING TO_-LI
KEEP PlUMB &I .l.t.YU.~
. ^ L-
TRACK
~A'~{AAR 1I1~~
, ~ ASSOCiA nON
. \.1E\tHU
Tampa, FL e(800) 282-6627e www.NuAir.com
INSTALLA nON DETAILS FOR NON.NPACT, SLIDING GLASS
DOORS IN WINDlO!\'ES 01' 150MPH OR LESS (per FBC 200 I)
I
Sliding Glass Door Installation:
Installation fasteners for jambs and
header should be a minimum #]0 x: 1~" screw.
Installation fasteners for the track should be a
minimwn 1~" masonry screw. All fasteners should
have an embedment of at least ]t". Fasteners
should be located at a maximwn of 4" from each
comer and 18" O.C. for screws.
It is recommended that all screws be
sealed to prevent infiltration of air and water.
Product may be shimmed up to t" if necessary.
Weatherproofing:
Flexible flashing should be installed in a
weatherboard fashion. The top layer should overlay
any layer beneath it. The weather resistant barrier
should then cover the flexible flashing at the
header.
The application of the weather resistant
barrier will vary based on when it is installed. If it
is instaJ!ed after the door, it should be tucked under
the sill flashing and overlap the jambs and head
fl ash ing.
The door depicted in this drawing is intended for use on typical construction. It is the
responsibility of others to detennine if it is applicable. Additiona] 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.I\1A 10]); please check local building codes for ex:act requirements.
THERMA-TRU INSTALLATION
KEY DIFFERENCES CHECK LIST
RouQh openings ure 1/4' sMuller on euch side und 1/4' sMuller on the
heuaer thun stundurd TherMu - Tru rough opening diMensions,
Use only u MuxiMUM of 1/41 thick shiMS,
Predrill the jUMbs und heuders using 1/8' drill bit, Pre drilling
increuses structurul perforMunce,
Use only 2-1/2' wood screws (#8 und #10) when securing the pre
hung frQMe to the rough opening buck. Drywull screwsi deck screws/
Qnd nQils Qre insufficient Qnchorsi Qnd should not be substituted for
wood screws,
Be certQin of the nUMber Qnd plQceMent of Qll screws securing the frQMe
to the rouQ.h opening buck. Consult the Qrchitect or engineer of record
concerning fQstening 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 TAPCDNS ARE PROVIDED SPACED AS
SHO~N, THE T APCONS ARE TO BE CONTINUOUS THRU THE
DOOR FRAME1.1 x P,T, BUCK STRIP AND HAVE A MINIMUM
OF 1 1/48 EMBEDMENT INTO THE MASONRY JAMBS,
f../ h ,8
rt 11 -I ~:
I -I6'6L~11 II
bf' X
~ +tf t'-~
I ~ I I I -16'
. F, '.F,'
3' i .~,
pI rr L l'
I .J.6' 6L I I I I I
- --'
_ .....J ...... -
SPACE
EVENt y
- --' .....-
SPACE
EVENL Y
--
-,
1- 16' 6,r II I
t-. :r~J
6'
I I
1- J 6' 6'r I I I I I II I I "I J6'
~ ~J Ecntlf~
<.t~
l'
b' .F,'
SINGLE DOOR ~ SIDELITE
SINGLE DOOR ~ / SIDELITES
.h' 68
.. l'
3' J8
1 1
I I
fr
I -L6'
fr
6'L I
(
(
-3-8l
1
I
1.1'
1
I
I I
3'
,
. ~
I I I W6N
(
t.
- i--'
SPACE
EVENL Y
- i--'
- --'.
SPACE
EVENLY
- --0..
~
I rL
1- 16'
~~
rL1
I
6ry- - I
--~f
I I "lU6'
~~
I I
11
hI
.3~
l'
Ih' (..,'
I
l'
Il'
1
,
~
DOUBLE DOOR
ffi CREATED 01-02-02
3
120
SEC.
MPH
GUST
r
D E DAN6CO
ENaINEERINa, FA.
P.o. eox 3~ - APOLlO ee~ - FL.ORIDA - 33"2
~ - (&13) 64& 0166 FAX - (&13) 64& ~~
e6 45'0 f(11'HESE DRA'MNGS AND DESIGNS ARE l'HE JOINT PROPERTY Of DANSCO ENGINEERING, PA. AND l'HE
~ CUENT ON l'HIS PRO~CT. ANi" REPROOVCnON OR UNAUTIiORIZED USE IS PROHIBITED - 2003
,
LENNAR ~OME5
ecALE NOTED
DATE 01/02
DRAUN B.V.
TAMPA 01Vf61C'N
DOOR" WINDOW IN5TALLATION5
\...
05 JOB NO. PM - ~,
..)
eoW'2 -N
!
~
s
~
~
<"l
~
~
o
t
~
Cl
;
r:r.;
~
~
(I),
~
I
8
N
13
~
~.
z
~Vi(1 AI.C, HI'rL.lt.U~TlBJ~L-
I G 9/16. MAX. tYP.
AT HrAD/Slll.
StE COLUIiN 'A' FOR
. NO. or ANCHORS ~
AT HtAt) OR SI\.I.. I ~
2 :Sl". WX. tYP.
AT HfAD/SIU. CORNERS
4" MAX.
- I cf/:"
.....
.
ii !~o
II 1~-
_ __ _\1 ___.lJ____
.......-t1"---..11----
II "I; II
.... .//.
---. ?f.~ ....-
...--. ~ .-..-
DS9-1II'lH,
1===== etAS3 .--
II II
B 1\
It !!
'II 1/1 .
II II
II 1/
___.1I____JI. ..__
---,..----.,1"----
II "I, II@-
11'//' E -
II //1
::___I~~~~JI.-..-- '..]
--i(~;~r----" ~ li1
t>SlhlJlN. , ~
= lllASS I ::::::: ~ 0
~!I I ~
B II II Ql Q.
II 11 W' . - p
~d
~FJ
Qa
s: !E
lD~ S~
.~ i ~ ~
~u@-
... l!i _
~r1.
I
i
I I I
33 5/16.
O.L. OPO.
3G 1/4.
VEt(!' wlom
n.
WINDOW WlOTH
1
33 1/4.
D.l.. OPG,
I
~I
ict2
~~
!<
TTPICAL EI.E.yATION
TESTED UNIT
lis
',j;
~
.!~
/.<
!!J
I
I;..
~{J
/.
"Jl. ,
,~~
*"
~. .
~
lBY Ofl ! BV
- VOOl) Il UCK$
.. .
:.:.:,' , " . , : ,.' t of '. . .
.'.: . , .." ~ ., 'i- ..... ~
:....:. . d :. . . . .. 'II :. :" r '.:a;$
,": .... .:. . " A ~'IJ., . . ~ll. '~ ~
... . .. ..., __ ,.....I'hJ\.~...~ <!:
", .....::.j ~--/g:,..\.:..':.t'"J ~ ..
.. ........ -..- .....".,.r' ~ " .-
".~ 'f'-. .:...#.,....'
0'
(1)-- ~ ~~ 'U(,7) t
CJf /' .- "' .-
~ ~ HV
~. I@
I- ~
~ e
~
~. f:.)
jl ~
II
. '
r
~ it
~ ~
.
y
1 .....
"
,
I
i l@
I ~. Jt( ~.@
I ~ ~tl!I.
, (y.-:: ~l~ i~~ ~
I @ Wl_~ ..l?~..~~
Wz~ ~Lffi
, " ., .
,.11'. . ~ ...T
In .... I .
~
/
~kll
l
.
t
:~l '.
, ~~-r.l
~ ----
.. . . .~!_----~ w,g~~
TYPICi\1. MiCHO!U
~l
~
. I~'.
- . I'
r ", : I,
TYPI'" A~J
.'''' '
.
I-I.B7!S--
rl,.2~ "/
I \
:l
I I
I
C!.OOQ I
~
rr
... .~ .
rI@, "~
a,las L' 050 1.126
~J "P. -1
IL ',OHJ,
.'1D6L
r
" 1.937
.OS/!
HP,
D ~---:-r
.696
I
~
.....
'-,.
..: .749 L
FRAMt JAJ.\B
FMMe HUD
[1.34:1-
, rrI"12 I~"
11F'n@J
LtG?s--.
- .sla -
I i
1-Y-Y
'3fL- ,iOQ
~
~L
tyi',
~~
~
ll-@
v~~r TOP /BOTiOM RAIl.
XO OR OX SIZES
WINDOW DIMS A DSn - ANN GLASS
WIDTH HEIGHT Bxr. (+) INT. (-)
I ._
4 60.0 67.0
4 50.0 61.0
6 50.0 61,0
6 50.0 61,0
6 50.0 54.2
4 50.0 61.0
4 50,0 64.9
a 50.0 54,3
6 49.8 48.8
6 42.9 42.9
4 50.0 61.0
4 5!>.O 50.7
6 36.S . 313.5
6 36.1 36.1
4 50.0 . 61.0
6 50,0 67.0
6 50.0 50.1
4 50,0 5S.6
6 50.0 50.1
6 39.6 ' 39.S
4 45.0 46.0
6 36.1 36.1
A ~ NO, OF ANCHORS PER. HEAD & Sll.L .
SSRlIiS-SSOO ALUM. HOR1Z~SJ.IDING WINDOW
CO~PARATI"a A~~LVSIS CHART
BAseD ON FTt.-1130 OF 01.21.9S
TeST SIZE =-721' X 4811 (OX)
DESIGN LOADS ::I +50.0. -43.3 PSF
WATeR INFILTRATION tEST ct 1.13 PSF
!ESTSP GLASS ::a Dsa ANNI!AL~o.
. 24"
36lP
4811
601'
7.2"
241/
24"
36"
4S"
60"
72."
3611
24"
36"
46u
130"
4B"
37"
53-1/811
.74"
37"
53.11&11
74\'
31/1
53.1/s"
26"
36.3/8"
60.5/8"
rtEU
1
a
3
4
5
6
7
9
9
10
II
la
13
. 14
15
'!G
17
10,
19
2a
21
2!
PAA1 I
1.-7:f3
1.-761
L-76 I)
1.-1~4
I.-na
1.-7S1
t."7Sli
t.-141
F'S-cOli
C(VANtm
1
1
a
1
1
'U VE:Nr
1 .
As ReDO.
AS RtOD.
a
AS' RtQll.
A$ /ltOI).
AS RtOD.
AS RtQIl.
1.--770
~'JS-O~3 .
fYNOS
p"t-oa4
..
L-72S
L-163
(,-764 .
t.~"6a
1.-741
1."1Si!3
&I VOlT
a .
a.
J
21 v~r
!
V(NT 'JlnTH
M..OpO.
NotES;
t. THlS PROOUC1' IS OESIGNEO ^' PER 1l1! SOlJiH F1.0RlllA eVl~OIHO cooa:
'9g4 EOmOIl FOR 1.(l.\1.l1-DAl>E COUNtY OR ~OOl nORJCA !ltIll.OlNO cooe, ,
N-SO FOI\ \'i1~O .LOADS ^'. PER.ASC&: 7 fJsmo cOMtSPON1)IHO LOADt.
eo WOOD BUCKS ~ OllitM, Must Bt AN<:k01H:O PROFERI.'f. TO mHSftR
LOADS 10 'nil!: smUOTURt. . '.
3. mCHOllS SHALL Bit AS U5TEO. SPAC&:O AS SHOWN ON O~Alt..S,
ANCt-lOR EI.IBEOMtNT TO BAS! MATiRIAI. SHAlt. Sf! Sr:vONO WALl.
OR~SSINO OR STUCtO,
DesCRIPTIOn W,UIlIJ.r.. llANr./suPl'liElt/REMAmlS.
f'RAH~ HtAD $0&3-T5 ..
rRAHt: SILl. 60~3.T5. ..
FR^H~ JAMI 6Q&3-T5 -
Fl)([D RAn. 60&3-16 ..
VUlT 14E(TU~G RAlL 60n-T6"
TOP /lNlI DOTTOH RAt\. 6063-T5:"
JAHS srlL': 6063-T6 ..
CitAZll'IG BtAll ' . ALUMlHtlH RDl.l. ro~~tD
FllAHElVtHr ^SStH~1. '( $C/le;'J$ " . El 1< 3/4' P.H. P~II.I.\PS
FIX. RAIl. Sl!.\. SCRt\lf .. . a lC a' p,H, PH1Ll.lP~
VtHT JMillltAII. ",'STRIPPING vt/M. ll04' DrA. &01.9
'114 seAL "CATHtRS~IPl'1NQ" Je1' l( ,ito' a6eO-SOC1"9)
fIN seAL \l!A'nlWrRlflPJl{G" .191' lC ,3S0' <163HOO1..?) .
FIll SEAL 'WLATHERSTfUf'plNG" .l01' l( ,oaw <7931J.&~ot~~)
..
Va.T rAtt GUIIlE
VEMT ROI.LElt HOUSltlG
VENT ROllER/VHtEI.
Sill. 'TFlACt< INS tilT
'100 LATCH
Van' l.ATCH SPIlI)!G
ft.AnIC
PLASTfC
JlRA$S
GOU-TG
6063-T6
..
AT !-II2.' FRCK tMI'lS c. MIDSPAN
AT EACH ENI1
@
::)
^T S' FROM f:/fIlS
- .
@
,..TVPICAI. AHCHOltS
APPROYEO CONF'IGVR~TIONS .
GlASS WIDTHS TO BE ~QlJAI. ON MOVING ~I:lD f1ltro lITES
. .. WOOD "BUCKS Nor BV LAWSON INDUSTRIES, MUST SUSTAIN
.. ,..TVPIC!\L ANCI1CAS lOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER.
THEM TO mE BUlLOlNO STRUCTURE.
.TxPICAt' ANCHOB~l SE~. EI.e.v./CKART' f'OR SPACING
. 3/1 art TAPCOMS
WTO 2BY WOOD SUCKS OR WOOD STRUCTURE
. I" MIN. p~N~RAnON INTO .WOOD
THRU 1 BY WOOO BUCKS INTO UASONRY OR OlRECTLV INTO MASO~R't
,...1/4-11 MIN. [MBEO INTO MASONRY . .
liE:AtANTSi .'
EACH VENT CORNER SE').LEO WITH WHlTE COLORED S~L4.NT.
~ 'WEEPHOL,€Sl
WI III o...1/a" )( 1/4- DRAIN HOl.E) AT 1-3/4- FROM CACF'H,jNNTO
W2. :t (," )( 3/1&" WEEP HOLE) AT 2" ~ROM EACH eNO~. V~
l/"_~.SHIK
wA't.
'1141! 7,11.
l' ;:.11P1
I' '/~
; ~~/' .
5
c.;
.
.: .
- .
..
..
. 6 . .'
.~. .
>~.., .
\ -;7~'; .
(1" ,
, .
.
...' .1" J
.~~ I 4' '.
, .:-~,. I rt:
. ..t~,~ .', . .
. 1".. \if
.~,.t...tr "i,',:,.
, ..~J:II'~.;'.'~':".~
.c !:.-
Wm
............----.-.....-
'JD
14 (iI!l:::T-'
~_-----_~~ l~
~
({f
.~
Y?'
~v/
, ;
~AM~ IQtI c~
4
EXTERIOR
\I1NtlO'J WI0TH
XQ.~~YOUT
me O??OSI~
J
,./
-
ROll. fORM EO M.UM'
G.I.AZINO BEAD
-OSB ANH. GtASS
AOHESlVt .
'S:EOOlNa C:OMPOl.INO
/ \ ~
,v:~.1
',~.
-
FIXeD Ml'G, RAil COR~Ea
~w
...t:
~rq
~~
ffiAMe: SlLI.
r.-bfJ92al
1 --r
,.O~5 J:;-l'993
L '
.-.ose
rM3Bi
\7~O -t? .5 -;;1
I II :ift. I
f--= ~ 1.&lO
.6S6 L.:::JI I
!..-- ..::~
L \.OOoJ
rltm- ,
'1 ,7tH r' .: \
~I .
I "I.
.92:! ,719
L... . (
,05i! JL J
. -GI.094 .
FIXED MTG, RAIL
MEETING RAll.
SIL(. TRACt<
t
PL~ZIN2 ,PE1'AU.
',.. rr~:':'J
.er-I~ t ~j. "'i6
L~ '
{: i.cOGJ
JAMB stl1.e
,_ I.... .
...~.~
D.1..0Plt.
-.. ...
6. r~~-"':
~
+.i A' AU'
I !
!..,,;:::~ -&
~~~ 1
~
'/.......
. yF.Jll' ~OP laolJOM C<?~~las
..,,; .
~~l'
~. /' ~
1~~"
~/V" ,
~V. '
.t
FRAy~.aQrrOM Y9~EB
-
,.
.
._/It-
ii-$
~
~
v
"
~"
. ," '0 S.H.S.
1Y,," MlH. WOOO (HBEO .
AS SHOWN ON ELEV"TtO~
II 151& SCHEOUI.! et\.ow flOR
L ~.~/L" MIJ.A, . . NlJMaEA O~ ANCHORS. -y,a:S.SANN.
, II 10 S.M.S, "."
O~~ISTI 1W'I1IN. WOOO EHIUD \ CLEAR AOHf.$IV&7
. . I Ii' 4" fAOM CORN!;jS \ !ODINO COMPQUN
4 . d CI j, ~ H19?OIN'f Et11~y,
. , .' ~ K,r~~~(/~u(K \7' 1Tf.1~5" I @~~ ~ 3 V ~
~. rtl";~)('l 1\.. - -.\ ;: ~ 1\
.1t~'_. I \ \; [v ~ \
).. , I Il . . .6& . Mr- / _ h \9_ _ rj \ 4 4. ...
@@ I:~~. I. I@ ~ .?:Jl lU I!~:;D.
~ CUAR ACHliSt\'S -:7 13." ..
3m".ANN. 8t:OOING COMPOWa2c II' TJ ""18&"@'
otoAS! WOOl) SUCK .31S" Ci\.AtING 0
~)~:~~~~!tlO 'I O~PtH IBITr) .. . ·
nunH'II!ITfH , f ' WJt.IOOW WlaTl-f .
. /1 ~ \5
, ELAN VIEW 3(16I1ANNEALEO GLASS
-r-rl= . \1'/1 U-'" ~. ~)(~RG~~~gBUOK
t.G9J;llt J)-- n; . , 1,..11l&" It TAPceN H1:AVv DUlY RAIL
_ \..!, Ji ~MJ" .tS "s (,i)4"fAoKeOllN!RS TEsr.uN.lT .
:l ~ 10 · .. ffi. 4. . 6' peRfOB~ANCJ;; SUMMAa'(
@ !' ,ff 4 t to ReFERENCE. PTL..t890 12.8.91
B ,. 21 'II ==U. · .. ~.' "--, l( IP.T.' TEST SItE! SJ-t18"')( 1t...t14"
I ~,~URArfl\. · 4 "., /. WOOD BUCK TEST LOADS! -94,5. ..94.5 PSP
i, I ......."" . ~ ..:.-- 1110" HAX OKSIGN LOADSl .63.0, -&3.0 PSI'
I 11 ' ~ ,..' SHI/1' W^TtR mPIl.TRAT10N teST! 9.5 PSfl ,
--........ I !fsno G\t\SSI .atJ6"-~NNrALl!O
7t!9" . , HA:<. JAMa SCREW SPACINGl '5.3/4" &0 17-3//0"
. L- _t.. . NON~IMpAo'tReSI8rANt
r\. .68i'
t'7:.'\ V' I ~ II.. :l/16.ANNEAf.EO GlASg.HD RM.
~@ I 'fu. WINDOW COMPARAiWE
'. . r.;.... tllAR AQHISlVB . ANALVSIS CHARi
. el!OPINO COKP01JNO . Wl~O ol;SIGN LOAD OAFACnv. PSP
r l2O) I l):MliN'~' WOOQSCIIIm8(tcWOODI:1\JCl( T~ONS(1MWOOOBtJCIO TAPCONS(1l(WOODBtJCIQ
~:711 .".. ~~m ~2l1l' ~~r;~lI'OIUtlYI mOATlVC~~lit.J: posmv! NEIlAT1VI ~~~~Ji Plll111vr HC9A1IVC
" ~ f.:17i' :~~ ;:~: . 'H:i"~' . "f~:~ :.;:~ . ~:.; .
Ji" Q~ .. . u 2.6 ", ,.......tI".. f U, H'. f' U' . . u . .. 1st ,,,.. '#6..1U,1 ~. u......., t
@) lEI 28 . )1.. 6H - .114.1 ... !':~h" . .}!..j, sp. IU).
o "... 5).1/0 0),' 1.... sa., IU ,),) 0'"
~ ".111 llU lU.:r 4U 15U .u nu
@ ~ a"..UH" . ~ .. ,,,. .... It... .. I.... .. UH'. l' UII'......
17 " . i~.lIa 'Mil Ii) ..w.llp:!., u!:~ , . 151 S!.! . , . .!\.T:~. '71 ...J.?;t. I&~..,
]l,. 2 )f &).3 It... . n.3 Qt., au ,Ia.o
...r """ MAlot. 'ar: Ii. . 61:' . 0,:;--' ... i)"~ ;1'.; ... $),.. iii
II IUH.S, T 51-11/1 . '?~.~!,t ~~.I",.. ...~!.~~.... &.!.~ ~!f.6 ~.:t.!.... ...!~J.~.
W." HIN. WOOD Et18(O '" ~ (foIstD:" .!~~.".J n."1 tS$ !J~". Uf:'.. III h ,,~.~:L.. ... .!!:t 01 ',+~ . ~r~ 9
lib ,- fROH CQ~I'JER9 ~ > ,/ ,;;-"" ., ?,! .. ..~.!.!.... ..~U.. . U:lI 6J:'. .. " ,M'?, .. ~!:,~..
2 J( II'. r,l_ . ~......... 1I.lIt U,) ".0 -" &:U &2.J
WOoo SUCK-' ~ ~ .'1:.~{.' . ~~'?~tfUI 2!~.~ It ,~!:~~..,. "HJt~\~.. , l~~'~!' '. "d~
HEADER & SILL seOTION f.8'S" ~!:.\/~. U 1&. ,~!:?... .:. ~',!.~... 1&1 H~!. ?U lal ....~!... .. ,~.!'~.
n n.1 10'" n.' U.J 5U tM
ALT. HEADeR & SILL. SEOTION '51-I" IU ., . lU ....'il:, . .....~i.i'... >>., 'l.t.
.__ _ . _. _ n.1I', n.J 2",1 63,) IJU n.1 "11.11
'i,:v, n.! IS;.4 . ... ,'j:; ... "','0;);; . i,3 129.0
";1;" 6J 1'1. 6;:f". . .'to'i::f' . fl. Ill) '1,.9 tt' I. a~;::t. I .J~'
~'.Vll' d.) fM . 'S',:;" . SM &U n."
. ".1/1 fU llU 13.) tla,Q fU 15L.,
t . ... . .. .. ..
16.111 'ft-lI1. . In 1:1.3 !!~:'.. 17' 13.' ".1 191 n,) ,~~,
, n 'f) 3 ea.1l n.J &1:0 an 15.'
Nil. IN PAllbt1tltSIIlIIlllCAns N~ 011 n-"e .9.a' . 5t.6 - *. . its' h'.i.
"lieHeRS pm JA.K1l
II 10 S.H.S '
la" MIN, WOOD EHSSO
_@ 5 112" FAOM CORNEAS
~ @I MlOPqlNT
2 IlIP."',) WOOD suet(
. NOT 8'( LAWSOtf INO.
Hun SUS"".H IMPOSED
I.QAOI --:-
1/1." \
SWIH MAX,..
~.
--.." SHi~' ....
r.'2t.9" ..." .1. ~- -............
t~' -- ,6a)" l2JCIP,'r.1
1/' I'~' I WOOD BUC/{
0&: m.
I :-- CUM ADHSSIVE
3/16'....AHN. BEOCING COMPO UNO
ell-AS l ..
II
\J
I),
, eLlAR ADHtSIV1t
Bl!OOING ,OHPOlJNO
- 3/\&"-ANN.
GLASS
t..". ~~~ .~, .
Jf~ 17- - ~\I
, I '40:! ,... J9
- -
(W I:/' ~ ~
f -t.,1l1. 13 " .
2.iso" .31S" GLAtjNQ @
OEPfH IBIU'
wwoow WIOTH
. -It 10 S.H,S,
,)1." MIN. WOOD EMBEO
SEE SCHroUlll BEt.OW
FOR ANCHtm SPAtING
ITYP,I
/
-'-
'l5
.
'.
~fll~~Mif~G . ,i @
I / 'i
~ 1.~[f I:~'t' 1J~
~ ~ ~ ~~r
~:@ iLl
~ . 21 '1 H!A\lV OU,.V
l A I HElt1'IN13 RAIl.
3I1S'.ANNeAUD ~~SS.HO RAIL
WINDOW OOMPARAnva .
ANALVSlS OtiAR'l'
Wlt:OQW DESIGN LOAD
DIMfNplONS 'OAPAOllY.PSP
~~m I1C!G!i! POSITIVI t/(QATtvl
''''''nl ~H"'nt
l~!~~~!~tl . .. .6.~!.,. , ~ flo,a..
24.1/2 u 63.J nf.Co
s; tf tit . 6;.' .uti'it~...
. 's:;:;j;' . 6).3 h,:,
It-III .JJ Ion.'
aa.,ii' n.)/6 ... ,'J.J m:.: .
'U43'f'\' ~u .....,:,.. tS'i4 ..
. It. hI' ~.. .....,., I
U.1I4 AU '"-4
".11' .' If,) :t16.1
2,:'t,j' eO-5/0 I" i;:i~~' 4"zci'.
..."air" tst . . ,,:; . ~. . t 1'''0 ~ .,
I ... I....WU"... . .. 4~u... .
u~v. IU III
1t."S U" U'.4
#'.' . ,. HUJJIU.t* , ....
21.'" U UJ 11I.e.
.'31 ' (61 . i',.1 .. ',ii.t
. ".", 4UltlttW4 . t . ...
n.lI. ".J . 'f,'
ltotll 63.' 114M
".. ..44, fIUN' . .
2Mll n n.J '".2
. 11' 4 1'7' .. .,,:, .. " .H~\'\'~:;
,...hn. .
n.t/. n J nt
"."1 63.1 IOU
2s-:tii 14-\/4 ',;~ .... '"'Tii,1' .
it \11" ;i.i n.s
t '. tUtU''''''
IM/8 6U 61.4
1IC1.1N PAIWlTHESIS tlllllt:AttS ll~ elf
...HClICAI Pen 1"''111
II
:......-.
PLAN VIEW
.-
',,,,',\
\
I~r~~f
. I~~ ~2~'
~ I ~.
~ l ~299
@ '- ~~aHT
. ~ --fi1l4" MAl(.
SHIH
..-""
'~--- .~
'../~
.
r~!~
.~~
r /:" 10 S.H.S. .
U~.. MIN. WODD ~MaeD
(jI S-1I2" IROH CQR.NE.qS
. "(ia MIOPOINT
.....
,.--
,181"
en
r
I~'><
"
~ .
1110 a,H.!!.
,a" MJ~, WOOO f:MIUO
~ 5-112" FROM eOfUIf!"S
& @ HIOPOlliT
l2 lC IP.T.! .
wooo suet(
'-'''"''
LlttP.T.,
WOOD eUCK
HEADER & SIL.L SEOTLQJi .
AL T, SILf.. ftrm.TJQ.fo.!
...
'I.
Nl}TESI
1 'THIS.WINOQW SYSTiH IS CilllQNEO ANO Tunc TO COflPI.Y WI'TH THE
RtQUIRltMENTS OF Tlit '9;4 DACE COUNTY eOITlON 0)1 THE SOUTH
PLORIOA BUI~OINa CObe: IS.I'.B.C.J CHAPTtR r.. CH^PUR U. CHAPTliR n.
UNOER THIt SPlttlPlC CONOtTIONS SHOWN ON' THIS OR'\WlNCI.
l. Z II WOOD DUCKS SHALL e1IN9TALL&O (HOT'S.., LAWSON IND.) AND ANCHOR!O
SO tHAT TliB BUII.DING RESists THI S1JPiRJMPOUO ~OAOS Itf ACCORDANCE
WITH REQUIREMENTS OP 1nt. s,p.e.c. .
J ANCHQ<1 OdCRIOEO IH rKt$ LAVOU'" ARE AS P&R TEst UNIT. OtHl:R
. COIiOITIOhlS .10 81 ENomUIlEO SItPARA TEW.
I. ANCHOR CONCITIONS NOT OEStAIBl!a I~ THIS DAAWING ARt to B~ f!NQLtlEEAEO
ON A SIU SPltClflC BASIS,
1 ......~~
. .
..-........ . ....-,___4
'It IP.r.1 WOOD BUCK APPRovroASC:OMPL"jNGY,Ufi~~
NO'!' ev LAWSON INb SOllTJ1.~~m~BUIlOlt<<JCOO!f
r~lJsSU9tAIHIMPaS(:ATe..f -1~I1QQ\
, .,;*~ --
U;::IH1M ' 8U,WjIlGCOOlt~~~~ c
r- ACceroTAHOeNo. c.t~ ff6,j ffH ~
'4 ~ u
v::31t4." ~ T^PCO~
ISE(SCHEOIJLI'
. BELOW fQR NUHeEA
D~ A~CHaASI
'II ~
i
· I
-
1-' (m,l . ~ .
'!(il) 7:1' · ~ f\. . .
lii0 . ' '@
! '"""\ .
'@o ~ ~ ,,~n:;~~
nr7111 (3) IiI!IQH l'
.6+': ~ _ ".,
. .
.
.4 · 4'~ ..
lJ:l .',
. . t.)l~" 4
" . 4 ~118tO~
4 4 ..~.
. ~
1';710" HIH.
. tC?~P.j,~'t.
3116"1t TAPeoNS
(Q) ,. PROH (altHER! .
NOTl!SJ .
1. THIS W/NOOW SVS'\'I!H IS OESIGNED AND nsTt:o TO eOl1Pt.v WiTH THB
R~Ql.IiRtH~TS OF 'fHflIU4 OAD! COUNTY ,EOI'rION 011 tHE SOUTH.
PLOJ\IQA eUII.D1NO (oct! ISJI.e,e.1 CHAP'tIR ~, CHAPTeR 23, cHAPTtA 35,
UNOtR THI SPEClPIC l:ONOITIONS 'SHOWN ON THlS DRAW/MO.
~. 111 OR 2 Ie WOOD aUCl<S SHALL Sl\:INSTAt.LEO (nOT av I.A\oISOlol INO.) "ND
ANtHoAED SO THAt THe: eVIl.01NG IUSISTS THS SVPIt~MPOSEO LOADS IH
ACC~OANcr WitH REQUllUH(NTS 011 \994 s.p.e.c.
~, ANCHOR OESCltlSrO IN ...HISl....VOUT Mtr AS I'6R TEST UNlr,OTl'ItR
CONDIT/OHS TO 8E ENQINfEAEa SEPARATE!. Y.
4. ANCHOR CcmOITJOHS NOT oest.qleto IN THIS ORAWlNlJ ARC TO 01 ENGINEeREO
.OU A SITI SPECIfiC BASIS. . .
7030 H.W. 37lh CT.
~ If AiTATS O'N MiAMJ, tlORm 33147
,; . Y Y (aoS) 696..8&60
i; fiDUSTRIE5,IHC
LWWFACTURI:R5 or WINDOWS 'OOOMS
I'
3/1611 ANNEALED GLASS
FIN FRAME
2x WOOD BUCK
HEAW DUlY RAIL
TEST UNIT
PERFORMANce SUMMARY
REFGRI!NCI!:~ PTL..1S9' 12-11..97
res,. StZ!:t.,. 54..f/O" X 7S-1I2U
TEST LOADS, .94.S, -94,5 PSF
e,~Sf~~ ~,1elRA1IQN~i~T~6~;g ~~~
TESTED GLASS! J~t6"-~NNt;t\~m
MAl<. JAMB S~&W SPACING, '5.3/4" & 18..3/4'~
NON:JMPAOT RESISTA.N"( ,
WINl)O\"
wrOTH.
N.T,t. .
/.20.9/"" (TY!).I
fA' I, ~.U2" HA)(,~ 3.3/10"
\C) 'TYP.I" I _ ITY?,)
oJ -f ~ l~~
r . a~
/ ~o
////. . r@~~'
~.//..;/ ~e
=.r o.
J ~-[S" ~~
. ~ff/ . i~
Ii
C? ~ ~1S
C ~~
~~
EltiVAilON I.. 4.112"
FIN FRAMe (TVI' I.
SINGlE HUNG WINDOW .:.- 6~112" HAl<.
IT'fP.' ..
_.
.b. _ IT
WlliOOW.
WIOTI1
H,T.!.
r ;-91.16" "I
i 0) i
.. 3~"4"
I." MAl<rt-- tTyp.l
IT '1'1',1 1
--. l;
~~
i:Qi:;
a~'
~a
. r.1[)\ E g
\V~o
:Jl-
D
:.. '"
Sf. ;1
~
~a
~g
~g
1 III
U L. ~'y!).,
~" tfAX.
C1',(P.1
..I
~
///
////
~ / .,
.J
; #
~f?/
~
.~ ~
I oJ
ELEVATION
FLANGE fRAMe
SINGLe HUNG WINDOW
~
~ft
6'L I
6'T -I
~J
THERMA-TRU INSTALLATION
KEY DIFFERENCES CHECK LIST
RouQh op'enlngs o.re 1/4' sMo.ller on eo.ch side o.ncl 1/4' sMo.lll?r on -the
heo.aer tho.n sto.ndo.rd TherMo.- Tru rough opening diMenslons,
Use only 0. Mo.xlMUM of 114' thick shiMS,
PreclrJll the Jo.Mbs o.nd heo.ders using 118' drill bit. PredrilUng
increo.ses structuro.l perforMo.nce.
Use only 2-112' wood screws (#8 ond #10) when securing the pre
hung fro.Me to the rough opening buck Dry,wo.ll screws1 cleck screws1
o.ncl no.lls o.re Insufflclent o.nchorsJ o.nd should not be substituted for
wood screws,
Be certo.ln of the nUMber o.ncl plo.ceMent of o.ll screws securing the fro.Me
to the rouQh opening buck. Consult the o.rchitect or engineer of record
concerning fostenlng 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(.l x P.T. BUCK STRIP AND HAVE A MINIMUM
or 1 114' EMBEDMENT INTO THE MASONRY JAMBS,
f...'. h'
.3.' : ~ '
ft rf', .. 3'
I -I6' 6L I I I I I
h' (:..,
.3.' '),
p' rr 1~.1~'
I ..16' 6L I I I 1 I
6-rr'
x
~ ..j.. ~~
I ~ I I I -16'
- ...-.. -
SPACE
EVENL Y
--'
-...... ..,..-
SPAC~
_ -' EVENL1_
1- ::16'
~J
6,rlll II
:r!J
1- 16' 6,r II I I I
~ ~L!
SINGLE DOOR
II I I 116'
i IU iTIi
SINGLE DOOR IJ SIDELITE SINGLE DOOR \/1 SIDELITES
+~
'-~
{.., .h
~~~
'),
h'{..i
.3!tct '.{.,' '1'
I ...~'
6'1:. III II (
~',
..
I
'),
I
f
.h' 6'
. ~,
3' .! ~~
I ~ I f I ..l6'
('
6'111/
31J
, .
i
!
,
!
;
I
I
,
I
3' l'
-1 T_
.1 I
.tf~
I .J.6'
~
6'L I
G
(
--'\t'
SPACE
EVENL Y
-~
- --'poo
SPACE
EVENL Y
-~
~
I (f. I
I 11
1- h6'
-W~--
II ,
~~~
11'
l6llh'
DOUBLE DOOR IJ / SIDELITES
I ff. I
h,l
1
111!6'
~~
6~ -I
~~i
1"- h,
-
I I
. 11
~-
{.., 1./
..
DOUBLE DOOR
,
ffi CREATED 11/11/02
120 MPH
3 SEC. GUST
,
E'
DAN6CO
ENGINEERING, PA,
p.o. BOX 3~ · APOLLO eEAC1-4 .. FLORIDA .. 33&12
~ · (813) 64& 1)166 PAX .. (813) 64& ~9S
ee 4&tfJ @n1ESE DRAv.lNGS !\NO DESIGNS ARE n1E JOINT PROI'ERlY OF OIINSCO rnG1~EERING. P.A. ANO n1E
CUfJH ON n1IS PROJECT. ANY RrPROOUCTION OR UNAUTI10RIZED USE IS PROHIBIITO. - 2003
'""
LeNNA~ ~OMee
8CAlE NOTED
PATE t1/t)2
DOO~ . WINDOW INeTAL.LAT(ONS
TAMPA DIVf&JON
D~l1.N ey.
\..
DE JOe NO. FM .. 5021
~
6DUJ2 III 1..
3/1 S" ANNeALED GLASS
~ltoNR~~5 BUCK .
STANOAAD RAIl.
TEST UNf1'
PEI1f9RMANOli plJMMAIW . .
.qfHAI!NtIi. PTL-I092 IZ~8.1! .
TesT size. 53. US' X 1(,.1/4
teST I.OAO$. -6'1.$, _6').5 PSIS
~~~I~OL8tf;sl )l~P:AJJtOAEi~ ..
HAl( JAMB StREW SPACINv. 'S-3/'" & \'1-114
. hlON..JMPAOi ReS'STAN~
311e-^NllEA\'El) GlASS.STO RAIl.
WINDOW COt.!I'AAAnva ,
Aj'IAl.YS1S OHART
Ct:1SlGN I.OAO C/IJ'AcrrY. PSF
1W11l~ Il\1C1l! 'fN'CONSIIItWOOOIltx;:lq tAPCOIlSlfllWOOOIl\JC!Q
I1\MlllS I'IOQlHICf\&(S (2CWOOO Qf\'. Ol' PGSlftVC ~!QA tlVC
WilItH l\(!llK' Q't~ ~OSItlVC i<lO....1lVC ~!t:J1: C'OIUWC ~tllll'\VC: 'irM\J&
....;;l ...c.H .<" << "4.1 .u f'U _.~.~~ ...!~!-!..
,'.11' !l:!.~~ ... ...;; , .,..).... '0&1"'" 1)..1 ",':.'......
'ii.v. .,.2 . ,_~:....., III ... ..... - iii '0' 114.'
. - t& III U.s ,.u.. '.~.)__ _.1~... . ......~.. "m
.f ..... ..-.. . ':, ~ 5" ",0 f ........
'.' . _./ W to.' 'Jt.l
n.I/' ,U.2 o'ln.. . 61.2 .__
\,.\1, j~.J :..'.~1..... . "iii" ""';;'7, en ....I~.jM' I. u.~! ,.
il.vi" 11.;(1 '11l !.'.~...~., ISI .ii~'" ;i'i'J . u., . .. tl!;~ .
~j7 I 6)J t".' . .... .. HH'-' .,1' ".1
... . . bl' ,i i UJ ll.1 '
n.II' .' U,2 IU.' 'u l'p'
1'-1/' p.s. Ill!. ~ .- ~...- .....;!-'..... . it:) uc..~ .
_t.t '. &I,) 12". ' u.~ .t.2 n1'" .. l.e tl' --it;'
,..11. so "' !SI .... . . ....". III n s , n.' au.
.. J; .. . "...1. to,I,.:,.... .,," ~."' 't t4' ._': . 10 '':4 SLiL.
'l":'ii U,' $4.' . ,:, "'.1 . nJ 11..1
J t "... old '.. 'I.......~_ ..,-.....'u. .
tt'I1!'" '.~;'.. . t:..,Wt . l).' . 'i..; . . ,'.J ~!:' .
".11f ""' U", .':: 1"'. ,ti . ,'u" lfl .U 1M
.. . -' ')';" SI . ~l:! t '1 ..~t , ;t,'" ':i.i ". s'i.i.... .~ -ii:;
',r.1I. $U ll.1 I ut.O n.' \11.1
\t."1 .. '1"'._ ...J!.l.. .' ' .J lot.J '-,11 .. ,II" ,t..i
.....ii,. n.1 \~~ 171 ... UJ ." 191 ,',j e6.J
n_~ u III ,', eu u.)., .. ... .-..-..'
n ...... 0 "oG ".0
',j:i,e 4t.. ~u U.. . ~,~~ ... U.J ,~~,
'''',' . ~J' ...'12:' :~ IS.' 1'1' ~ ,,1.... . .I~.U .
it. "a nl u, Itn,.I'" 'ui.' 'u'o ' .U 1....
h"c..1It. .),)......~1... . =-; . '.
~O'\II..AACKl"UISIl/O<AtUItO'O' n.II' '
~ltCllQftll j>tlIlU11
.~:z~qgf.LANGe F8AMIi
m~!:I.tm~..@.9xm.u
'~~f~ tIN,,. PMf.O..f:lMANce SUMMAA'l
rw I cloSeo ON m.lOa~ ,
Tur GIlt. U V,., H II~.' fVlIliC II oVtR \
[ ..1 ttSflOAOS. .f/,.f..UJ'" III 01111 WO.#\l(J(1
.- ~',; -@DUIQ~~O'Oll..nJl..UAj>S.
,;;;(~~ r D WllnI\WtIUIlA110IHU1.UPJ'
~I'" lUlU G\.Jo.U. J}1l....,WfA\Jo
tfP' '. 1UlC. j4l\a IClll\1 SPA(IlIQ . IS.S/~. ~ IT.".'
11[ 'Y Qlt1.nMmllOlIIOf-4,I"OPn
J ..I,~ . lWiEQ OK fI'\..un
"-?~ flU I'ft . U ",.. H ",'. n,AwGt II OVCO~.'~I
.".. ItU U....C1I. ..1.5..U.' j>lP II. OA I. \/0. ......
~ OCUGHt0!ll2. .UA .".1 PiP
C () nl1tll O~ISS. "\...."!i~.Ull
U KAX. JAtI. Stilt'" s,...Cl'/$. IS.'"'' ".",.
1~.OM\'IlII(h.or..IJ'-.OU) .
J aASeDOH~1en
un S11e . n 1/'- . '~ _ HlJtat IlIl'lClt It
El.EVATION us! ~O.~S' ,",ll." tn. 11. OA I. '010.01/(1\1
~.,.,... 0,$1011 ,CIo"-' .'U,. .J ~
I1J\lfCt FMIM S.H. \WfINn TU TCD lltASS . Wi!.!lt'u,u:; .
rtll/./ArtO Itft(W PAtillO' IS. ~ I.-
(l\(l'. OI1llWUf(h' .r...... OP 1') ,
eAStU ok n""0Q)
un s.te . n'. l' v'.. f~IJlG( 11 GVtlt U
TtU tOAOS , ''''fj,n.o PIP J It 01\ I. Io/ll. 11I<!t ,
m'ffl,L~tfls'_'~J'.: ~tU Utb
I1A)(, IAIIIl SColt'" I,ACO/O. 1'/_"'.10 ".,,,.
(IIt1.0~tllQf-4U,401'11
."PROOUOT SPECIFIG CONDITfOtj~l~
... ...... .., ."... III
1 oEseRlflttON qp jBOOU011
u~. .
\,\1 '~AIIGr FlUHE AWl'\i!l\Jli 5lImI.t k\l!l\:l \oIUICOW
LU fin 1IIAHt AUJI1UiUM SJljOU '!\IlIG ">11/100\01
I ~ j<OO!l nUIGH~rlll'iJ
scmiS. SH.HO~ IILAAGC O~ Flit PAAt1t1
U IlV[!l.lI ~111~ It.Jo.IlOUr lutea uNltsl
l.) I t\/o./ilIC. U lIa. ..!d. . " v,. />I~~ - I tI"dU"
U I tllll" " "0. wId. . 1S 11)- 1\191\ - I"'. -d,..
U. CQN"OtJll.AfltlUo 0/)(
U /"lJ "1<1tcP VlunlURllUT lUtU UIA'"
U,I '~AlJct. )03/.- .M. . )a ,,~. />1;1\
u.z fVIr so Iii' ..14. & U 1I~' "'9"
2 MA"fERIAL CH~~!IW11[JICSl l-
Ll 'II;,HUh'OVCNl' /'IATCA'A~.A'U~1lIIi ALlOY 6CU.rs ~ U lue HttWt eo'(Ul~ 'rp,
tot ~. . " ~ U21
,.., OI.AlflHI /'IATtIIIAl, '/1" AlultAUO OlA5~ Il^O, lIo.lho, I' . 1
. aSII /o.II1:tAltll ClAn IlAa. N'. Ion. IU'; r. '~Ul
U.2 OlAZal1J HUl10o. tXTtAl(l~ O~ZCO IJIIIXl '" CltAIl CO,QtlCO AOIit$lVC
'S!\\CO/lC. DCOOIIIO tQXI'I)\J~O 1I1.(,loo\l....tlO A\,llr\INUH AOlttO GlAtlll~ OCAO.
'U OiI'l'llGlir OPCNiNG 111ft . IlMGCST TUWI (JIM 51
fU(tO ,100iT. U 11.' ..Id. . U Sl4~ hlJ1I ttl^,~QC o~ IIlI fRA~tl
OPtllAll\.t 'IC~TI u T"- ..I~. . U .". h1gb (flANOe llR FlIt fnAl1C1
, J fllM'C [01/~UIl}CT101i1 /IlL HU~IlI\J/1 StCTICUS 1000U. trp. Yllt~. Dutt 10alT. FR....l'It CORlltAS
, ARt stCtl~U' WITH TWO d. ,,~. $l1tU l'It1AI. Stnt\olS.
[,t'Utlal) '.~It ~I"'" "1l~Vl ~t~IIOOIl. I
flAHtC"~"O $0\.10 !u,.n 0.169- nl. 141*. & G.&U.lll!. (ll.' ua dtU 10\0/0. Wl.'UI
2.'" f<<\!tAO. ' $0~1:l 6Gu.TS UU- HI. Iu.,. O..n.'hl. hU' tlu. 6.<, Iowa. ~L-u"t
nAl!1lt JAI'\G$ r~l.tll . 6an.n un. ,tt. 'u" ,!.Ia'lnl. hIla un. dUO IOWI1. NI.-l$OH
20M rt141"'~lU ';Cll.IO 6cn.U ",n. ..I. lilt. I 'U" If,'. f.u , I~'$. 0.., 101010. ~t.1SII'
nAllOC S~I.' SOI.tO 60u.a 0.6U. ul. tilt.. un' In'. rOll .,"," ~fI' tOWOollL.'SU'
I,U 1(1( &ll.t.. SOI.tO 6Ul-T$ '.1"- .d. lIu.. M9t'It\'."(O . un- dtt) 10\010.1/1..71201
tiltlnrG A""" Slo,.IIOLlO'" "t,.n \~4- ..I. (Ut. & U""lrII. Un & ','U. "tU 10\010. "1..1$0'1
;jl lIutrlQ AAI\, HO.l llbHOW 6e61." l.O'''. pt. hI', iU9'.IIlt. hit . MOO. dC",:::'" "I..'SUI
u. VI!" tC~SIAV~"ll!lJ "U. Altl>1llN11 U",TlONS 10.061" 'rllo ","I, llUTY JOINT, till' "HO DOT
. YCNr conlitAS MC StellAto WITtt TWO oa. ,,,. SHttf 11""1. SCANS.
'l"hJifbf'1'dH.I AJuM ""h~.J ~.f'!d~,,'\.'
tni' RAlI. STt! HO\.tO\ot Un." 1.000- tal, her.' un'lnl. /lit & 0.716" dttlllDWG. "L.HOSI
l.'" TCPAA'l.ItO/ f'Ol1O'''' "U." lOOo-..,.In";,l)."'\J\I.llct'UI'-dUlllIQ""~'i:.~::::
~::~ ~:~~OR~~~' M:~~: :::~:~: ~~~~: ::'1: ~~~~:~ ~~~:I,~'i. ~~~~ ~ ~~~~ ~~:~ I~~G. :t:1$01I
r.s I:'t....'''rl'.ltltll.Pf~
.lllUn!.!!.u 0 It l.rD II>'>!
U., $lAI!.lIo.; O.IU- "I~., .~16' hl<f" WlV~ Q"G
M.2 S\<l9ft Row 0,111. "Ill',. .UO.lI1t!l Pitt IoIITIf lNTCOAAt M..ASTlt P~l
l.S.1 $11001' 110\1 O.\n' ...ldt . .210.1lI9!1 PI\II.l1TH iii 1 rollAl pI.Al11e fl.1
M.l SI~g1C nO\l G.i,,. wid. I 'Ill" hlOI\ pU WITH llff<<ML HUIIC fPl
2.6.w.M)i"O~
~ .lWJ~
-:1~ . ~: :::: to~':t';:lD\l~~~~:O:::Z;;:' . ,
ONC S'Il11iO ~OAotl) .WMlN\JIII\O~1( lO~K
u., fO\lR PlAstiC VeNT UI!tItIQA 'Ace G\l1ot - HLI1 PU I 1111
t.U 1\011) ; sun. fMC.DlIT 8 AtAll(C niP _/W CO"'ll.
u.s 1\016 . 'U\,\IICt 0\)'0' .. CAt1 . H&.i1 Pll\Hn
, u TIo(O P\'C "lJ' $I1Jo.l>C 'IC'H STOP . '\oIlllOR~. Voorl eO.
~.1 ~W't<OI[!J ~
~ DtlHloI,.,.. olle AT tA(H WO 0' SM. SCllWHU....,litR "T
. ::~:~ ~~~:: ~~~;t:~W:'llO~C II\TtIlhCOl~ Tt SlI.l , ,"!!Gr. ., Ill. c.&.. fnO/1 (A (IHI
l.f ~ HOk( vsto AT TEST" '-1011\ 't ''''5[, 0((0IlA1IV( tIlIlI111iS Anc A~lOWlOI
&:'I'.tl.~ 1. 'r! ~J\!!ll "II..... O""'II~<. ,
U.I txttAlOn HII~nI4lHOLlO~ ,0n.ls 0 'U. wIde. lllS' h'9'" .OU.I,... ...1110\0'''. "t.WtI
r U lJ41(11I01l l\UMTI~ $0\.10 Hu.n loUS' 1>19" . ,on. 1)11. ,,'u lowo WL.1Snl
M Pflll'OIlCCtlUlT' 11Q!lr:
1.\0 "A~S. ", . NCMt '.. "'10 f!X(O HtttUtQ ; -
v, SCi'O\lIlS', ~RAt1C COAlItRS. fllAl1t &1LL msr,ULAll1lH lCA(WS .
. IlA/\ Af tlillS \oVIC "..tell WIT" CCl\OACO ,rAt"'lf. "lIU..'\V1S s~~.~ st.A\.
',Il AC0I111l."AL lltSCA:"~IO~' t~WS!l".ItI~IIS tM' IQC/It'~oCA TlOtI ~..O<<'l!I HI t1( t<C
"v.I'"
I
I
)
,
,
.
1
I
f
10
11
11
\)
Ii
'\5
U
1\
Il
It
Zf
\I
U
U
"
l'
II
"
1t
'U
II
~I
U
II. 1
,Io'{.1.. ntOll. catllll'TlOrl
(.1$Of , fLAlIlOtfA.lI1C HUll
l.o1lU 1 H.tmcrlUl1C Sl\~
t.m. 2 RAllCitfA.\i1tIAX'a
L.~\t I rol tUIII "CAD
t.t$1. , fI>lFlU~C SJl,L
C.l$21 , fllt tRl.I'C IAIlI
l.Un , TAW 101m R~. STIl.
t.1ilS I VCIff \(IUlJl-tto.
l.me , tDAH(llXlOA1Jl.. H.Jt,
t.m' I VCltllOl' UL" H.Jt,
t. m. 1 VCIlf &01'TQliA~"
l.un I. IIllif IAKA RAil.
L"ISI' AS lIto'O. fM~ DUlIl III'.'
,.TSI6 AUIQ'O. IlUZltlGUAOUI\6.'
U.tO" AS RlG'll IIlAIIUUCtleU'SCAtwS
fl.OIl AU10'll llI\tAU4l'lOl/ WlCWS
fS.e" AutO'll. IldHll.llGJ1 WI(\;S
t.1\)1 AIRlQ'o. OOTtOll ~A' VVI~ \its.,
n;s.eu A'tlll'o. lH s(A" WCAfllU.SllVO
.\ts-M' AS Iltl.l'o. kJl SCAt \{C.l.'I'Cll.SfIlU'
pws-ou AS JltQ't). iPI SCAt WQ.THtll.STItlP
l.1l~ AS Il{Q'O (lCICIll041f,utHllllrlll
t.Ul) S IltQ1I. llt1tlUCS fAUe HUlt11ll
l-1ne. AlIltCl'O. SASH ,.uHI/lOC
l.lI' , S'-SIHOIt C\t()f I C,\K
1..1m I SAlliSIOl'
t.lln , e1D(Il& f..mt e.ltAllct
t."', AS RtO'O' VtJ{1l.A,(1l
L.1St) AHto'o 'roll LAltlfSPI\lIIII
li1ICM-1 - Gull CW.", lit
SJltIll.I' SCR1CHtlUnT
t.TS" I PRDOI1ClIA~n
.L.W.lI.tDl
'" vtll11l0Tl nl1l\AI\.
A 1 FllAI1C $It~
A r CAtH vtllT IAllO A..!\.
.. t Pl~lO ..CUu;Q 11M.
~
I A 1 tACH FRAMr: JAMa
f AT fA. (liD 0" COnOM AAIl.
I ..., ~CJiT m 0' DO"OI1 M'"
I ,(It "tilT JAMa n~l,
, A' CAtH FnAt1t lAMS
I loT tAtH CJiO 0' 'leu, lOP IlAI~
\...., 'Oil ~ ClotH fAAliC JAHS
..
~
"
i
:t
f
_' I.!P.T.' wOOO ll\.i!.l<
"'. ., 1101 fJ'f I.AWSON lNO. ,
\" \0 S.H.5. ~- . MUST $Un"IIlIl1l'QS(O
IY,. HilI. weoo (/10EO lOADS -
", SHOW~ Oli ntVATltm .
IstC S(liECUllll(\.OW fOil ..US.....tm. ,
~Ue..l'<IW. li\JHaER 01' MICHOI\,' CLASS . , ,
r~Gto'stl '~l'o'~~,~e;QOatMueo' , \\J.t~f-O""flJntte'\f:'ftE~'S'X'7'N' U~~ ....
rt'l'. I (.iQ 10. fROM tCAHERJ - ... . ,
-4' &. 6itv(l~OI/olT '. ~ H
~ ,fi""~ 0 TAPeolt
.......... . K r' fa IP.T.1 1.IU' oJ' I ~' J 27 r A (set SOI!l1\ll.t lltLC,",
-....: .1 WOOD !lVCK I ~ , rQR t/Ul'lqtll 01' ANCHORS)
, - lie.- H....lt. _ _ \iii 1\ _ .
.,Ii.'. ~ J SHIH J. /_'. i1 /.... r~. 1\1 t\
1 }.., sin ..:. 111 - /'. ~lI.. Hlff. I jo
-1-- ^ I .lD( .' I.T . \ _ .~-.u (U; \. tHOE1),' ~
@@ 1~"-'m;'l\AOHUlVE 1a11l1.1' /:~ . @ .... g
2/,,-./-t.N. .' O(Ol)~a COMPOUND WOOO OV(K-'" tltO.- .1"~. O1.~%~G ... 0 w
G\.ASS DtPTH tenet ~" , ---:-
,1JY ti~!:~~O wtflllllW w""~
nr.1H '<liT.. ~
. I / ,~ ~ PLANVlEW
,--''::; . " d I _"1." ~ fAPtO~
I II I ".IJ J · ,fl V. ~.c.. tROfHOI\NtR$
1.091.' ~ li' I ,'. - - i.. ""
LlQ:: il,~, Ji:~\.U. , : ~.' .J--I :'P.;;,
S _ :I '. /. .101000&11(1<
(;;\ \ I , ~ ~ ,.."1.. HAlt.
~! 21 S1ANllMO ~ SHIH
r HEH/NQ RIoIL ,--- -.....
I A .1,,".
.L- .1< 7'
-rr ~~;l ^f~ .
I~I f.!J' n:- '@'ii I ~.
II =~/' IIJ.:)., I-- CUM AOHt$IVr:
. D [OOlIlG COXPO\JlolD
I III ~ Al'l'Ilovea AS C.o~\PlYlll\l \\\Tli'l'Hi f .
I ail SQVl1H'\.ORlCAOUIlOll-'U<<lOI! ~ I
, 1~ ~ ~U99. ;; "'rm ,1~O~. ~~I
'.J SilL at / "'lA" 1:/ ~ L' II ,.
o! I a HtlOl1T PROOUCfC:Oln'AolOMSKlII '111 ~
1:. _ fll/I.Lo'UGCOOI!CO.llI'lJNt:1!C1'f!t4. .U
G.6In'~,. AteEPfr.>>call'o.QI..\IW.6~_;,; .' r
. ~'. "-r
. _ 311.... T Al'C:OIlS \..1 ..! (.!},.. 1'1.. HA~.
d : Q). ,- FIIOH COflNtRS . ..J. S~I/'t
....J
.......
,....
.
@)
~
['- ~ 'J" ,
'. .. .. 1 f .
. · f. .
· . Ilv' ,--
. i I.".. tllH. CMOCO. ..
.. eoot DIST. t & IP.TJ 1"
1'T1'. \01000 01.1(1<
2110- It rAPCOIIS ) . ..
C2 .. ~RQ/1 CDRNtl1S - , Ii..'
..' HEADER & S'IL6SEOJION. ~ lIWI'lf.
NOTES' . ..:... . coae DIST.
iNoew S't!lUI1IS OES/GNtO MIO 'UTeO to tOI1I'1.'l' wtrH THC
I. ~t~::~~~(~~S c'\'o~c 'l:;J~~~~~I;l~ ~?t~i~ftll Tr)~ ~~~~~EA ]f.
VM1~ lHt: SPEC"'/( (OUOITIONS Sli1)WN OH fH\$ OM WlHQ.
t. ~~'J~~~gDf~~CfMt~~g~~~'ts~k~~ ~~l fJp~11J,~lroo.Uf~$ m
A(COIlOAu(t WItH IltQUtAEMENTS 01' 199' S.I'.O.C.
) Af.tcHOll OU(!\IlICO "/'THIS L"VOUT Ant ^5 PtA tEn ~1, OTHtA
. COHOCTIONSlO eU:~tiltirtA~D stPMATt).Y. " - I/IlCilCO
: L. A/JtH'JR COll4)1ttlrnS IIOr DtSCAI&EO l1f tHIS OAAWIJoIG'/lAe lO Be tlla
O~ A sue SP!tll'tC eAStS. ' ..
><~
4 ,
, L,~: 1M.
EM. (0. -
, ,. d ,.
,:or. ~ '"
'AL T. HeADER & SILL seOTION
- ...-. .....
-'. ~
NON..IMPAOT RESISTAN;1:
W INDO'"
WIDTH
;>
.~
~
~
~
N
....
~
c'I
~
~
o
t
~
~
~
~
~
til,
~
!::!
I
....
8
l'l
~
~
~
~
z
tU.f:.'
fJ@.IT'tP'11
&.112" 11"><'-:- rio-
ft '(P.l .. 1. ITYP.J
-Lri
~l
02'
~~
~%i
r ~~e
a
-
oJ
///
~ :f-;/
,..
Oil
J2 ..
I i
.nls. i ~
o I
lil:!
~g
~e
:J
ys
"1:, '.'11/."
1 TYP.I
~ 4.'12" MAlt
IT'{P.)
.J
" ..
~f?/
.~ ~
'--
ELEVATION
AN FRAMe
SING!.E f{UNC3 WINDOW.
AEfEAENCCI pn-I8tS tl-I1.91
TUT St%~ n" l< 14-'\'/4"
TUT lOAOSr .11.0. ..11.Q PSP
~~~ lN~tfA,\1Um uslt-li .5J~ ~:~ .
Tuna IlI.A!OSI' Dlli!..3l::l/1.AUHf~I.[D
~A)(' JAMB SCAIW Sl'A(INd1 '1-)/4" & 15..:114.
SEBj8S.750tlF1N mAMa .
SlN1i.le HUN~ WINDOW TESI
~~:=J l:!l:iLtefjf'.f9RM~N~e SV~
r mfl~1~'~la\'t'lJi' .FllfllClYtAQ
., ..J ~, r l' nSflOAO...I'J1..",HSJUIW17.DUtll.1
,;"';:/./ 'W OUJUl(\.llAllll...J....IUPS'
.r.~i"/ \,fAfCIUIIIIlI"""Ol/TtihU'U
1'-;,.,., 1tSUOGt....u. VW"!iIl(~LUI
I W KAlt. JAMS 'UC'J Sl'~ClHt .1$.1/4." ",&I'.
J 0ltI. OMWllIIJ" 01''''"' ) 0' 7)
[ .t}~ eAStll ON m,.1U4 .
d~ un Sltt _1' II~"' H~. ~1lI U OV~o. II ...
leg) ~ 1tl.Tl~l- .u.....up!lJl 110 W DII.....
C OUlll" ,Cl.AOI' .U'. .4\.1 'lUr"
TUTCO lltAU. Q~a""'IlIIf~__..
~AlC, j4l1S SCRt\I VAQlfll. '1' ~ \h'~"
..J (flU'. ~WlIld" 'T.m, f on) _
ELEVATlOI1
fJl FlWAua WoIt1lOW
t Ie Ip.f.' WO~1l8U~1 ..
NOT 4't I.AWSIll4II/t1!..JI
111.1" S\lST...lNIXP4s....
I.O~OS :f
r
... S,tI~.
4' HAX<1- lTYP"
!tYP.l i ,_:-
r-..:....2..
. i~
g~
r f@ i!
s
I i
.u-ls- i ~
~:
, jl
,'-'C't8f;(
~'T"
. .
A
i Y I
I
I
I
I I
?=
\.ra~ ~~OOIl t1illtO
~U~~~E~et'r:tUrtJ'~R
,N\JtfotR 0' i.llt)<<lIta}
CUM AllHUlVt
1\ \ J EOlllNI1 CI>>1POW
-\ \ ff!! .
J
'/' \ €'Y.
.
-lI...AHN.
O\.ASS
~tfL-t1l~. i'lIltS.H.S.
~lll!.;.IlIST.1 t:>a'HOI. weco Ul&EO
, I VI'. i CiU"FAOHCOJulEAS
. d .. , I. C'HI~'OI~T
-............ ~rh(PT.1
....... . . , WOOO D1J(l(
............. .."I.~ 11Alt.
* ~ .' _____ SM1
'?L
, }. ~I . :al~- '. t.I'!/
. @I\t I ~."
~-.:;t '-t1.rAAAOHUlVC (J
)/W.ANIt. Ill011IHtl COMl'llVW, It (P T.'
tit.ASS . WOClO DUCl(
,)]~,.llt.~!!!!O .
Db'Tlnallt', / I I @).
. ,
lO9 - ,: j !:u J-:I
@frt1(iO"\',II=!wJ
'1filmNa !WI.
!A
Ir~h
'~.i'@
l ~ 2.'Z t"
tQ\ ~ 'm SILt.
~. 2 mloHT
! n
.6+". .' "T. .
1/1.- SHlM
HA
-
-
~
<I
'. '- '
/.:311,.... TAPCQ/oI' .
(UCStiitPVLe:
. llnoW fOR IIU11&~
C~ ~~lUll
J~:..
F }--.I' " \ .
. .ff}J@,.
.m" Ct.All1l(l 0
DtPT~ (!IITt!
///
~ ~/.~ /
l/
\ ~
. ,..
II-
CI10tO.
..
i -
i
.J
1.6110
/'
.{f?/
4 .
PLAN vIew
.lWJJt
~ 110. ~.1\1tt StM' olltl.~a' C~ flU WitH U....'OH IliO..
AltO KllCltvlt!(" ....U~C1A1U.lH~.
,. AtL lt1.nk12 wli PWORI\(O A' ftlltlltAA1rDIIICSflHO
L~ooutllll" 111~IIlIAltlo~ Pi-
'~1ilfj Wb\O GtASB
W ~~ m~oot( .
PES SSUMMAIW
REfEReNt!1 PTL.tltO UpS-97
'JIUiT all:~ $J.1/'. )( 1L.'/4"
'fEST LOAD Sf -910.5. .,L,' ps(t
Q!SIGH LOAOSI .&3.0. -n.o PSI'
WA'f~ lNF'lt. TtV.TlOfot lUTI 9.5 P!F
TFSUD O\.~S$. !/!'".ANNrAl.o;Q
HAX'c'fA~ se~t\oJ SPAClNGt tS-J/4" & tT..l/I."
NqN-tMrAeT R!S~TANr '.
. 3/1 r-ANNaAlBl OW!l-HQ Mlt.
WlNCOW OOMPNlATlVl!
ANAt.VSlS CHAAT
WMlrtll . DpslGH LOAD OAPA~' PsP . .
QlIUl/SKlIlS WOQO atflQ'I'S ttaWOOO Dl.IQ< T~ (1" WOOD llU~ 1.APCOkS (1lCWOOO D\JCiQ
= I ~'\h~~tlJ: .amwc ktl~llVt I ~l~. 'Ul1tvC ~llAflVC It1rlJj miMe M(fA1WC
11."1 ..u att.' U.J IU.~ au . 1'1.6 ,
'I(~ . .. . n_~"'1 . ...... ... ,',j \1).1
...,/1 fU .. ~.~ In . ,~ It~ 111.- .......... f- ......... .
, ;t 2' Ul,ii." ~ ftCr.J ._, fJ:'... u . HI ~'! 'f.'. ltttJ.
ja-iio dj . '1.l i... It.. U.) OU
\toI/l au _.*"-1" . 'JoJ . ~J~ ,. .u...... .. l!!~'!.'
II"""'" . .... ~... 'JJ "'.1 ....U 16&.'
a~,1/I n.lI' ISf .....'~" ,nt.., 1$1 .:"," ....,.0:. I~ -"f' 'lL'
11 ,u :a,. , ... ~. .. . ' . . .
'ij':lii . ,u . "T' . ",'J.) au aU 11.1
,I"VI UJ ,eu ltoJ "". . U.I....... !!}.!.
Ji'ifl1 ~o.a'. III !~f: ~ >~ . IS1 ...i?!_ .....~1 t)J :tl. ~;:
.. ~J lie . to J!.!,.. . .. !.'A. .. . It,) · :'. .. ..... '" h . H"~U I
U.1I1 ""'.... .... n.J n,J
tr.lI. 'u t.u .~?;!..... _l?~'.!". ..~_, Il~
2'~VI . ';;.i- ,i,:; It n.'"'' (01 ~U:!... .. tt!!.I.
. .'-it" s. . rtt -ru'" .... \t'j.;'" (.1 iu' .t,) e,., 'f1'
's1.vi U,) ... f ;J.' "Hi'u' ~'u'- 'U ".&
A.1J:tJi.~ MILl.: SfiQJION ,..1/" . .u tu,S u.s "In,o . !';" 1~U
.u:v. . It.a \JJ,&. ... ri:i" ,. . itu It~.. ~,~~.. 11'"
..;;. f) . rH . lij- 'iW", m .,t!~.. . n, .u ,u
IJ.V. ->>.u llo' st.t . IU u.~
. ,'.111 IU' IU.) U.! t1U (J.J Is\'''
'U.IIl ".v&. 111 n.J I1I.t 111 .)0" .. i':l .. It I ",11 If'.J..
He.WPAlllIitlit,IJIIi!llUTtSIllJ,O' '~!. (Jl .. ~n" .u '\'~. . !,'. ir-
AIlC1tURHUI J~I\O n-IIt Sf A 1ft ~.. S .J .~
"
~ 'W
T
J II:. t;YPJ
J..4. ,.. MAlt.
t'f'l'P.'
, ~,....- V-~(1'- ~ l'APCON
." . . . l) 4~ PRO/1 CDRIltIlS
,.. " · . '4
: b 4 I' . .t-.;~.,.J
. /. W"nD DUCIC
__ ~1'1o- H..W:
lIlilH
~
, ...I
, . ElEVATION
FtANGl! FAAMS
SINQLe HUN(J W1NOOW
nlL'.AAKS
.1t'40EX
Yl1<<OCW LlU~1I'TlCN
'11.. IltASJ/'WOC ,IlAI\tJ~ll 1M.
111~' IllA ISmN rlWl[lf'llIlAl\.
. "". GLASS/pUH(;C FlIAl<C/lITO flAil.
OU G\."'S"~Al!OI fR....H(JJTG AM
Olll au.sSIFUllllf '!tAI1CnTlI RAil.
011 ouumH UAt\[IS 'OM'"
...... ~ .
i
.
· 41
~.
,;:
...-
,'~'" [;;
~
~.@@'
,
PAOl/lo-
a
J
"
J
.
,
.........
.
.
,
~..
'\
G .
AO\.~ tO~K10 AllllOM1
aDU. FCRlltlll(~
Ie. 1/,- P,IUliI\lilll
110 & r PtlUltS
1110.1114. P1ltlJl'l
IJ'. CIA, Ol.\S
.111...,,,.!\l1O.1tI101l
,'11'..,10" ll61l.eot"",
.U,....'I..ltllo.&to1."
.
. (I. ... . '..
!:J::M/I.... "
. . EI1I1EO..
· f .T .
.@
@,
\..
~ 1/'. /'lAX.
SH1l1
.
.
. .
. "
\.lIS-.I1W.
, 'Dn~!~J'T'
JII.... TAPCON~
{II 6.1'lI1I11 tcAJoIiIlS
It IU.H.S. "
Il\" HIll. 1,1000 tl1oto
"Illa" rnDH COANCllS
2acl1".T.... I
WllOO Dvt~
:Jl1Dto.
~><~.
.....
" . VllfI' j~H' RA"
HEADeR & SILt. SEorlON
,....
~QTUl .' ,
. 1'Wll WINllOW llYS'I'tH IS oaSl<iNto I\UO nsno TObCOHPL't' WITH nit
RtDtHIWIEN'rS 01 THe "910 OAOt(OWtY (OIl 10'. II "HI SOUTH
F101lll)4 DUll.lllHll coor IJJI.J.e.) ~APTI" ~. CIf....PJ8R z~ cHAP"" st,
UNOtlt T1i& Sl'tClI'lC tOl/DfflDHI SHOW,", Clt41'111S o"Awm\lo
~ III 01\ 2 . WD!lO llUCl<5 SHALL DC !Nit ALLEO lNOT 0.... LAWSlln ~J ANO
A"'(<<OAO) so 'fH4' THI BUlt..OlMlS RES"" TlIll J\ll'IIIII'II"CSEO LQIIOS lti
ACCOIlOANC!.I4ITli IUcw\U1ENU O#IUI.'SJI,Il-Co
. N/W(lA blSCm(1) J~ TIU LA'tOUt AnI! A' PCA TUT VNl1', OTtltq .
CCNllcTIOll5 TO oC' lINQ11/UlnO $UPAIlA1rI.....
. AlI(ltO" CONDIllONS /1-01 bueR/oell W TIllS OIlAWIl/G AIll! TO ot DllIlN!tJ!Ell
Oil II 61Te SI'EClI'lC I3A$\5. .
r Ie' 2r:lfr~:18~~~ .
A . ". HAX. [~;~p~i
i ITVP.l
..I ~
- .. ~ ~~
0) I
~l:
f.%B
r ~~~
g'"
\of
. 101000 llllClC
\1I1~ S.H,s. ffll111't 1.AWSotf 1"0.
1\1- HJ#. WOOO EH8(0 H1lS T Sl.lu...tH IHS'OSEO
AS SHOW~OIHlr."'Amm LOADS
lIte 9CHCl:IIU llrl.C\UOlt I'" II . AHlI . .
NlJlo18tA llI' AN(f{CJ!sl cn'Ais'. .'_
\ r}C~(M. AcilU.V, '/1.- SlfoH '.,
1\ COOING COl1l'ou. 11,10" . f-
r-ftlI/.V' .' "'~.
~ .....
. X:. !.1ts"@(J.I A j:'wrS~I!~~t'reClO,",
,. I -~ ~ I. ;IlA tItll1~tI't OHtlQlOl\SI
1\1\ If " 1\ ' .
V
'" / '\ -= '"" 19 ~\ . .. .4.
(I . .1',0," t~~~.
;./ . ..
P11 ' . 13 '_.'--'.'''.TJ
3 . I .. . U~,- In'\ ~, ...
WQOOOva< . · hV;;~r:;a ~ A _W~fJOll\)'1e
OSB..3mm.ANNEALEO GLASS
Ft.ANGt: FRAME
1)( OR :ax WOOD BUCK
S1ANDARD RAIL
'fEST UNIT
PalFORMANOe SUMMARY
. . t
· ' 3IbMtNdZ" 4~ \l~S,H;!J.. .
UI\Sy~.uf '1'l.!f~iNA'o'iQOoOnl~sco
. . I' - dt ".M
. 4 .4 . ~ ICPOtNT ,
............... K ~~~fq.~'ttK
I .
:/ rl'~-MA)(.
. . SHIH
.
.7\9' ~
.L....:. t>- ~ '--. .6{7.
@@f '1""- ~ mAR MmrSlvr
1I11'.ANN, QEOOIllQ CCI1POlJflO
m.IoSS
~2:;H~~~1O ,.."..
I / ~
lOr'~r
f Ll2:ir\1I~~";\"
f . @ I @ " sr~
S ! A' HUTINO RAIL
ILr~L
~~,~~
l.~~ i'...~n:~1.
@) ftl:..lj~ . . @,HmXT
:t.. _
II
/ I
"///
/// ~ /
~. .,
t ..
o
.1lS' S!,
0)1
~\Q
!;
"'Q
I'"
">
. i~~ -.1
. ~ ' .61 .
@~ .~. '-~.:
i \... -nCAR M>>iC!NI
@ ~ ~".-
,0 ~'m .
'\l!.
\.., ~ ... tll." HAlf.
-10 SHlI'l
~ '
~f1:-
..I
, I'
~f?;
NO~fMPAOi Rt:SISTANt
rw~a~
, :......
e {';y7..,~
.~r:-
." . 'III Lr.-,Ml-" t'Al'tM
, · . ~. .. (i2 t- CtlOli CORHt!lS
. I "
, ~.: .t-_I.Il.IP.l'.1
.' /. .\"DOI2 DUCK
~ ..1/,," HAlt.
I __ SH1l1
fl:AN V1e~
. .
.
.....
@( ~
.
. ,
!
-,
L t.. t;YP.l
:- 6. HAlt.
IfvP.1
..
D$I.'IIl/Ito~EQ GI.ASs-sro /Wt.
~ow COMPAAAllV!
ANAl.VSIS CHAAT
DEeIGNLOAOON'fo.CIT'i.pa,
WOOD seimlta TAI'tXlNS
tAIf,[,1 r~..M 'f[:;Jf' ,asmvt m<<ttV~lfl.:lw1lj POflll'lC Ncaj,'lVf
1':1!!~ ..tt-!.Cl ~J ..'?-! . tf.~ t
J.!~'~I.. r. tu .!~ 'l!.L U. f ~~~" II' 4 ".U .. .
n OlJ IU au fU
... ,..... ........."" ........h-l..... ........t"
It.1I1 .. ..
\t..!{! . J.U . '!'" " ..~!'_.. ... .~t!;.~
,.1~i'r. 21.211 111 -{~~- -1~ tU. r::; -'fi:;1.....
1i.ii, ...:, .. ..,.~.. ... ......
..!.'.:U! ~.... _~ .. U;! . ....~~.
ls.ttJ (JJI I""" UoJ ".I
t "1,'- to.$l' tU .tlft1t . 'ifi tll '~.. 1.11.,"
.4(' .. . .. .nU.. .,1"'-" .. . r ... ._
I~. >>."1 .. -.
. EI1~(a ".v. ,u ttU 6U. IlU
. '~~.I lit ~J):t-- ft'ili: (.1 : 3:gf.. I '_ j!!::
'1~~' 1:-- .... ...J~ .I~" ~..~! I ."
It-III IJ.1 ItU UJ 1St...
AI.,. 1.J2AOER ~. SJ' L SEQ"'lo~t 4ti.v.k '7u.' it.... aii' "';..r.. .. I ..J
Q.lj.['~; '"' "",. I ''I n" IJ 0' .,i.s..........u... lTl . ir.; . au'-; .. ElaVAltol'4
""',~i' ...... . . ..-..:..~., "'1"" FLANGSFRAMe
If.VI U.J Uf.. 'U 111.0 SINGLI! HUNG WINO(}W
ic:ttt ".v, . 't; ,*.i'" .....r;. f ~ti. , r' .' ,
II . en .IU . i''::''' toO 01 'olwU.i...... '" '1\.7'
.;:Va . . .... =-" . ,... . . .
HOoI!( '''ltMIltSlllltCICMU I/O, III
A/!(l1aAI pc~ JAIl' .
.... -.. -. .--...
! -' ELEVATION
FLANGE FRAME
SINGUi HUNG WINoaW
D~~
-
///
~ ~/.~ /
.J
j-
.a 1A
'.-' "
, .
.4 .
tI,
· . d · {~'! ~.tl(lCO rt1~eo
" '" '11011 ((llllltltS
a . (P,T.f j
WOQO DUCIC .......,
~ if
-><
.
,
o
.
· "11\"
-EHUO.
.
.
. r.7Ia- HI#.
( IOH"IST. _
.' 2/,.. IH APCllIlS
I ~.. FllOH COllIlCI\$-:--J .
II . HeADER & SILL.~EOTIQtj
~fu .
, f. TlfIS WlNOOW $YSltIiIS CUlOtllO AN<! tl!!lUO TO COIIP..... Wlnt THI '
. fltQ1JlREI-I(MS Oll THI 1994 DAor CQ\JHTY 1i0l'tlOll Oil .TH! SCHJfH
I P\.OIlIOA OUl1.tllNtt COOE 15.1'.ll,(.1 (HAPrm "L.(HAPUR 2~ C:UAPft:~ 2$.
UNOlllt THe $I'C(I'I( (ONOlfll>>iS SliOWN aN Tl1lS o,,^WIllI1.
2. '\It OR Z II wtJOO f1UCKS SHAll. 111 IIfUALUQ (NOT GVl.I\WSOIHNOJ
ANl' AHCHOlltO SO TIiAUtil OVll.OING AU1StS THI5WCRII'tl'aUa lOAOI
"N ACC01lOAII(C wrrHflECUlllrHCN~S 0tI1t91o 5.1'.0.(.
. .. ANCH~ DUtRletO I~ TtItS LAYOUT A~C All PaR Us.., UNIT, OYIiEA
CONOll10N$ TO 011 ENallUfACD Sel'AM Ttf.'l" .
t. AN(ffi)!l CCNO\TIOIlS NOT D!SC1llGtO IN THiS llAAW1NO A~C to liE (loIQ1IIunto
on A Site SPCClI'IC GASI!,
t.a7~-
. ....
DSB..3mm..ANNEALEO GLASS'
FIN FRAME
2X WOOD BUCK
STANDARD RAIL
TeST UNIT
PERFORMANOE SUMMARY
\
U 10 S,H-S.
n~- Hili. WOOD (Xfl(l)
I'" ~ $ 1Ia. fROH (ORNERS
&. lJ'I HIQ'OINT
l"'Z w 1?1J
I WOOD BUCK
:r Ie IP.'!'.1 \<1m IlUCl(
NOt 8'( LAWSON INO.
HUST SVSTAllt IMflOS!.l)
L040S- '.
~
~ SH~......
f''lU" I~ . · ,--......
-" .L
r- "~ '&~'''' Z II (P.1.l
/.. " .'" 0 WOOD SUCl<
fj0@' ~~
~ -C!.tA1\ ADHtslva
BtDOfNU CQMltO\JNO
. .
,
I.IU.
1.1
1/1.~
SHIH HAl<-
C!.tAR AOHESIVE
BEOOUIG COMPOtlNO
-31l6~,Atm.
CilA55
. ~&
J
Rl!FfRENCIlI P'1'I.-11.l94 1:2-1'.97
TEST SIZEI 54-1/"" l< 4""
TEST l.OADS, -67.00. ..U.OO PSP
O!.SIG/ort.OAOSI .41.3', .4t.33 PSP
WMEA INFtt.1RATlON T&'S11 9.4 PlOP
TESTED DlASSI Q..~tJ.~Jl\IIl"~IiNEAr.~
MAX. JAM& SCIUW SPAC~I 1:1" !I. '4..7/&"
~~ f
...-
l'
1--1l10S.H.S.
ty," HlH. WlXlO EMBEO
sut SCHtOVU bEI.QW
~C1R ANCHOR $lJACINQ
I'fYP.l
",
~ I'
1
!T~
1/
If
tll-.t\H>>.
~t.AS.
OS!I4lM1.ANNEALm Ot.ASS-8TO IWt.
WiNDOW aOMPARATlVa
ANA'-VSlS OHART .
WllOQW n eliSION LOAD
Dl!llllflstOn OAPAOffY. PSF
~'!: ~
1f-1/'
.., ...t..oI
U' tit 16
'''1',- . In
t.,,,,...,..&.
Uol1'
._7
~ tll
"'C
!
~l$~t~fKr . @
I / J'
1.0:r- - r11 oorw --r
"((i)- ~ ~.I u.3h..
@ JJJ ~'I ~.J
~ ST^NOARD
A HUTIHC3 RAtl.
r
rit~
111 _ ~ :;!i.1;-'
: - - ~v<
.
. ... u....
u.t" 21.21.
n I't
....h'.........
u-".
1f.1I'
U:I;; 11I.111
"2;'~' ta
n.,,'
I'." .
u:,ii sa
.. ;,..... tit
s;:,ii
If.VI
, .,
U..lIZ n
""n'" ('11'
u:"i
'''''I .
ii-in 'Ihl"
.. .
n
;;~;ii
llo.llf "AI\CNmnl1l1tllrc~ ftS /ill. 01'
AfolO\OI!S I'tR ''''I1~ .
~ NO' ft~TCO
7
- ~... r--
.~u ~
@)@.
315" Gt.AZJt.!G 0
O!:IITH Ie/HI
WINODW WIIlfH
. . .
r~~
~:r~j) ~.
r I:tt to S,H.S.
. l~n HIN. WOOD (MDEt)
(!i) '-1/2" FRQM CORNEAS
" fl\) 111DPOINf
i\ J
It>>
, la'"
2.l 0"
f
I
/\
Jlllllfwt mll-'TlVf
6U u..,
._.""..... .. nhllu404tlllf4M'
.U 11&.4
. .......u. . . I'
.aU !aU
l"'~" . . "..
6", IU
').I IIU
,....... ,. u.....
U.J I$U
.... In ..... h~"'H"
6U ".a
...~t(.w I . . . 'III I
64.6 U.6
6U m.r.
.tI,.... It .".Ult..... tit
. aU II','
Ut.tW4" ..
63.1 .,..,
f "t~t,'''' i,:i.u,,,,
.,.J ISM
",'H.. u, . .............
U" IOU
. . ........4.
. '!~ ... ~ u~!;' .
1.6.. 46.0
~, 'f!~t n . t)?:!....
1M .u
.. . ........' 'ff'(....".1 .
au IU
Mf''41. .. ~ fi.i
I
:....-
PLAN VIEW'
~QXeSJ ' .
I. THIS WINOOW SVSTEH IS OESH1NEO ANQ TESTEO TO (OMPt..... WITH THS
AUUllUHEN1'$ O~ THE lU4 DAce COUNT.,. fOITtO~ all THS SO\JTIi ~
FLDflIOA 8U1lOlNO tOOl IS....IU:.J CHAPTER '-. C"'''PUR I~ CHAPTER ~,.
UliOER THE SPICIJlIC (O<<O:TrONS SHOWN OK THIS OI\AWlNu.
2. 2. WOOD IlUC1<S SHAI.t. St nlSTALt.EO (NOT B'f t,AWSCN mo,) AND ANCHOl1fO...
SO IHA T THE SV11.0IHa R~SISl S lHlt SUPERiI1POSEO LOADS IN AC~Oflr:l,lJo/C..
WITH #lEQUlllt~tIiTS OJl '991. S,P.8.C.
'. ANtHOA OCSCRlotOIU THIS LAVOUT AAI!l AS PER nsr UNIT. OTt<<A
COH01TIONS TO BE CN(llfl/UREO SEPARA TfL Y.
I. AtlCHD~ CClNOIT1ONS NOT Ot5CRllIEO IN THIS ~AWINI1 ARt TO or ENOlNttAEO.
Ol( A SITI SP((lFlC OASIS..
.181"
.c n
r
~~
@
,_tl,.....
l, II (PoT.I
wooo aVCK
~J.. T, Slkl. SEOTION
"~SRI. l
tW'l1lH. WOOD tMew .. 2. 1?T.l
(ji) S-t/l" I'AOI1 COIINEAS '1000 avcl<
"(lD HIllPOlNl' . HEADER & SILL SEOTION
.
.
...S.tl4"
. lTVP.'
l;
;:.
i~
.' UJ
r @j!
"-Ii
.a/v i~
~~
- il
Ll~1\.P.t
... H^l(.
1fYl".t
III." 1\
SlilH I1A)(... !-
. CUlA" ADHeSIVe
B (DOll/a ~O/1POIJNO
-3/1&-.AW.
GLASS t:'\
,~
-
.~
.
1"
.JiS" OI.AtlNO @
DEI'rn illitE)
Yl>JOOIJ t.i,,,,..
\r/~.~~OOO EI1~IlQ
AS SHOWII ON neVAllON
ISU scmOlJU GelD,", FOR
HlJM8!It OP "NeHORSI
T CU:Alt AOH!CtV7l
." tCOIHQ COt\PQUH
. f~~~ .
1\'1. . LltS. It J eip ~
""; ^~: / ~t.~. ~
(J . 1" @
Z.. 1M..' URII" .)15" C\AZlIlG D
'"'COO 6U(1( DtpTH IGllt!
. - W'llnnw IJlr\T'" .
. d . ~, ./""':" I'. 9 tAPeOH
· · Q .. ~~. !!OH tOllNtRS PLAN Vle~
· · ~. -':IP.TJ
· .' · · _' /. WOOD ~UO(
1 -........ -----1 .-III.-114lf.
. :;: ___ I SIi1l1
.1L
t":\ : ~ I~I .S 1"
0J~ . I ""'"
.- ' IJ:( I- ~M AOtiESlVl
UOOIllIl CQXPDtJIICl
It 1,9 SJ1.So
I~ HltI. WOOD EMUD
~ ~ S lIa. '11011 CORfIIl\S
.. ell 111011 OIN r
~.
~ S11lM:.:: .. ..
. rZU~ tH, "'
r- \. .,.\.t L !lIP.f.1
0~i",' ~] --
I "'-1-Cl.EM IIOHUlYC
BCOQIl/(f COHPOUIlD
u',"
r
V
\/
1/\
\]1
~
U
I 1.'1"
2.ijl\-
/.
f.i'
'/I"~AI~lf.
Gull~
~lJj,f~ i'~ 1
i I.Or-U- ~'lIi ....11
i ~W !~.
. f @ r\"
A
~
UJ
~.u.
10
r::Jf
/-ItA vy our.,.
/'lliS1'lN1] AA.ll.
PLAN VIEW
1'>4
@.
f r,o.~' I
~ )I~~~
~ .:~r<j ''@
~ ~ i'\.~' 'Lt.1. .
If 'I . @ Htlfm:lI.c..I14l<.
. ,SXIH
I
.111.
..c.'1l
r
...
. J
.
~
1& I~ t
. ~ r/ClI~I.H.$' .
I~" /1!ff. WOOD tMICD
Gl S.112- NlOH COllNtllS
, Ql H!tlP011U
'r--- ':><
r-- .
./ .
,.~~
./'~I'
l to Soli.S.
'I~. Mill. WOOl) '1111(0
~ $.111" r IIOH COllNClI S
If. G:I /1tOI'OIHT '
HeADER & SILL SEOTIQ.M
l2. IP.".
WOOO oUC!(
un-
LaIlIP.T'~
WOOO BVCIC
.~OTsfu ALT. SILL SliQI19.N
, I(HQI~.WIIIOQW SYSTtH IS ClSI<lllto ANO TES1EO TO CIlI1i'I.V Wlnt Oil
., vllltl1tlllS QlI 'rli11U4 C,&,Q1l (OON'I'Y ltOIflCU OF TI11 SOUTH
fl...~ATI111.Ylt.OI~!! COOIIt.1.o,c.l ctiAPTER ". tHAPUA 3~ CHAPteR U
..""... .. SPC....-1C COIlCITlllNS SHOWN ON nns OllAIoiIfo/IJ. .
f. , I. Wooo at/tItS SliAlI.lIl1tSTAI.UI) (HOT BY t.A~IliOJ AIlO AllCIlOI\CD
~~.lHl1AJ}lJlHe O\lll.OlI<<l RUISTS tHI SUl"IRJI1j1aSClJ tOAOS.1f AteOllllANCI
"".'fl .... llEMf:HfS ClJI1P9t.1....e<~. .
) 'cA!.'9.!.Cn'!.CUCAtSW IH TtIIS t.A'tOU'l ARIl AS PeA TUT UNIT', OTHER " roo
. ........ "ns TO DC tNCtIltMf:O SCPAlt"1n'f.
, ~~sAITCCQ~1fI0NS NOr otsClllatO m THIS MAWQlO AAI fa SC thlilNfEllEll
woo.. aPECll'1C BASIS.
.
..
~-4_ ....
f'
~ lo,t. ~"W
1 LYt I~
~ @1 @'\I
5 I A
1(8) us ~
~=-'-
$ TANOAnD .
Mf:nlHG RAt!.
@
l:- ~fb
.~r~
I~" r %.1".
t ,=- Sit.\.
I Q) HtlOl1T
. .
1.
.ut.....
j 0 I
!~
@: 1& n
€~r'mr~'.....
. JC II Ui.S.. 'liIH
. V\- H~"WOOO ~Cl' V
tP ro. 'R\>>1 C'ORNtAS , rx
~ta.
Z .Ij$.l.l J EH8to.
101000 !lUCK - "'-
./
.
. :. . '1/.
~
. .
· · ,A.,M · .
-C~flO.
.
4 .'
"
\."1.1'\11I.
(D~f!.l$r._
fll,"1t 't~I'~C<<J
(jlI" Fnal1 COAlltllS. .
HeAOea 8& SILL S1:01101:l
NOT~ .
I. T11IS WlllOOW SVST(J1IS ljtslGH!O AND 'fESTtO TO (OMPI. Y WIlli TIl(
IlEQ\JIIlEmln~ c, Tile 19tt:.llAOI COlmlY tolflON 0' l'tIr SOUTH
fLOJtIOA /IVl\OlHlS COllI: lSol'.II.C.. CHAI'l'llt ". C/tAPUIt .2'-, tlfAI'TtJt 'J.
1m0llR THe Sl't:ell'lt (OllomONS SIU.lWU Olt TillS DRAWINO. .
2. '" OR 2 1& 101000 lUCKS 111M\" 06 IHS'l'AlLEO Ula! BY ""'olSON 1110.1 "
AND ANCllORCO SO Tit" T 'mE B\lK.OIHQ AUlln THI! $UPCRIt1POSt:O LlJAOS
,,. ACCOROAA'(! WITH AEO,V1MHENfS DII '104 1.1' It Co '
l ).. A~ Ot$~8EO lH 'flU LA'I'OIJl' AAt AS PEI11EST UNIT, OTHER
(ONCfTlOlolS TO BI CNOlNECA1:0 SU'l\l~ATel..'f.
I to. ,wCH!lA CONilIT10NS NOT QUCAlnO IN tHIS ORAWl<<1S ARt TO or 6N(JIUt:CAto
011 A !lIfe sllt(lI'l( 8"'1',
10"-
. ALT. HEADER & Stt,L SECTtQ~
7030 . N4'W. 37th CT.
~,. A. ;tATS O' N MtAM'. FLORIDA 33141
, ~ . . y y . (.!OS) 696*B660
~, W.OUSTRtIS,lHC
LUMJrACluRtAS or WINDOWS. DOORS
~ II (St.T.1 1010012 DutK .
HOT 81 I.A"'SOIl 1tlO.
~:u~\U IMI'OS(O
.
,
2.7
-1I1OS.t1.S.
1l~.l1iIf. .....000 CI1010
seE S(t\Elllll.C Illl.oW
,0Jt AIKHOIt SPAClI>Ilt
ITVI'..
,
3/16" ANNEALED GLASS
FIN FRAMe
2X WOOD BUOK
HE:AW DUlY RAn. .
TEST UNIT
_peRFORMANoe SUMMARY
i.-
....i<o.!... 19
ftll'F~DlCrl fTl."tOOlI:r~tt.n
TUT Sll(~ 5'.11&. )( 75-112"
T!ST lOADS'1 -"..5, .9~.S PSF
DnlON lOAOSI -n.o. .63.0 PI"
~ATtR mil'" TRArlON T!$1'r 9.5 PSI'
,..sno CiUSSt 'Wf~MIl:!EAl~Q .
HA>t. JAMS SCREW s A lnG, t1-1I4" &'la.1I/4"
u::-
NON.IMPAOT REl'IS'(J\!'fr
't~fl~.
3/160.ANNEAlED G1J\SS.HO RAfL
WINDOW COMPAAAlWS
ANALVd'IS CHAltl'
I'/I'lCOW DESIGN lOAD
11l1.ftll;!Qlla CN'AefT't, PSfJ
I ~'UH ~ PDllnvc /l't44twl
'''''' u..s IlU
U:Vt~ ,t .,. ',llu. f "u"
,," tn ... ......-I~..
~IIUH. f . ".1 fU.~
n,II1 u"" ilLS
".11. 4U &1..,
,..~i n.m .. 1;'1 i;i, .
:!t:: (Q ~ ,';3" is,:, ..
u.v. 'iu' itt," .
J':."!. ... ~~h*, l ~~l.:.~
.1!:.!!J U.J/. "J IU.O
U (S" .',:j.' ., uta. ..
.... ~.""MI,,,,,,,,,,,,
n.lI. I"',,,, .
IhI'l .,,1 IIU
a1':", t6 -" ;u":'~ . 'i"if.
. ti!..:H (41 . i'", t 'HU,',j
12_'" . '~;7S : ;e.,' ,.
IMII au 24'"
".i.:;r, ., ~.H;,.i .
.... ........ .,.., ....~~~~
n ... fI.S IIt.J
Ii:;;. III"U."
".1/' . U.I... ~~~, r
fi::Vi 1'.1" u.) ,)'."
~, I'" >>.i noS
, .; . .....~... .
n.ll. .1.4 6l'
:~~Wi:~~;~:lHclC.lomltu' I
H.T.t.
rO-9/""lfYII'1 .
@ . I 1;~1.; /iAl<r
01
. nT.?~r
J ~
I!~
'r ~f!
:1.6
MS":'~
~i
'~f
~e
1 a
. .I ~~~~r
-+ htlJ' HA~.
1''l'l'J
I'IIf
~
/
.///
$~/.~/
i
/ .
~f~/
CP''jf
ELavATION
FIN FRAMS ..
SINGtJ: HUNG WINOOW
1I~
"It
WOOD !Ive<
HOT D'l' I.A,\iSO!t 11I0.
I1VST sUST';.ltlltiPOSeO
LCA1)S
-1I'a-~"Nf(.
oLAllS .
~.
;
.
,
Y~.: SIlIH
.,
-
osa.Smm-ANNEALEO G:J\SS
FLANGE FRAMe
1)( OR 2x WOOD BUCK
STANDARD RAIl..
TEST UN)i
peRFORMANOE SUMMARY
~4~ -
. .
'f t u
V31ll"''' TAP CON
ISEUCK(ClIlLe BeLow
. f~NVM'1:1I 01' AlitkQASI
. .
\." ',t.....1
..~~
· N
, ,=",,-hlMJ
... WOOl! OUO(
REI'&~Emt:. pn.,pn 1:-1'\'-91
nST SIZe. . 51-1111")( U"
TUT lOADS! "aM II, ..U.OO Pill'
Of:SICH LO.&.OS. .fo\o1), -~t.n PSF
WA1'f:R fNIIl\.TAA110N nST. 90S PSI<<
TaSfECl li\.ASSI O!B.!~I1-:~"t!rAU."
. HA~. JAI111 StAtW I1PACINo. 111-" 1)-
'" "
DSIl-3lM1.Allt!.EAlEO GLAat:aro RAlI.
WINDOW CClMPAAA'fMi
ANAt.VSllJ Ct-lAI\T
WlIlOCW ,DES/GN LOAD CAI'ACIlY. psp
ClUo!llll3tOUI WOOD SCIlEWS . 1'APCOllS
~r. ~t ~lr:J[ POllll....C ...tC/4TlYC I~Jt~Jt l'lIllIllV' IlW.TM
If'~~ .'u , tlM u~. ,J~"'.'
t~:~!. II 1"'" !l~ !'~t Il" ~'"t!;!... "IJt~~t.
,...!l. . ..~!:!." ~ '9,J, . . .").1 .....!~h,..
II_III ...J: TU SU IU
~ \t,.~!' . .t.J 1~~ f!.I..... . ..~1:.'.u,
,!I.UI "~'" (U ... .i:i: ,.. ~~~.. I . I'll ,'.!~ . ,U'" If
n n.2 11.$ n.3 U..I
",,:v'r. I. St,r ii:;'''''' - S"l'-' t I It; .
I,"," .,.. 1$7.11 '''' ITU
i,:Vi SQ.II. 111 .. u.; . "l.1+ \11 "ot,,:)'O"'" i..;'"
.. ij" .;;..' .,u I "6j~'-' ~'.u-'
'i j~,ii . ',",.1" . ''4;.r'" ~ ~ ts' 'i,:;
INII . .~ ., !~t. ~).~ . "M
"i.:;;. ,u tU Uo!.~
"Y;-' U IQ ,,:j' ...i.... UI . ,'ri' -.to'.
';i:t'l . it:" . '. 4&'41'. t " 'U:\ ... t ..",,"
...111 . IU IIU pol \'!:! ..
it.v,'.. (tf... t!,!. . .:~!~~~ 44 111 . t',Sf ,. ~t~ ,
, "if:' ~ H' U..I. ..m.. n...!.':.'....
Ji~~ ".116 .u.~ r~,' _If., au
#ij:,i. . .
Kl/.fll PAACllfllU1S lIfQI(...."'" ~ 0'
foN(~S PEA JAI11
~ HGfTUUO
NON.IM?AOi RESISTAN~
.
rwWf~
::.-
A
-r .
."
..
~ I
i
,.2.114-
~..mxt (tyP.'
..
,... .... 2
~b
. !y
r ~i~
S
.) /7
////
~//,' .'
.J . I
~f?/
I.
, ..
.n's. :
la~
!~
ia
I
U 1..'1.-
I'YI'J
. '.H....X.
(T"P.1
-
~ 'W-
-
I ...
et.eVATION
ff.ANGI1 FRAMe .
6lNGLa HUNG WINDOW
r
120 MPH
& CREATED 11/11/02 3 SEC. GUST
r D AN6CO
.It. ENGINEERING, FA.
P.o. sox ~ ... APOLLO eeA~ - FLORIPA .. ~3&'2
~ ... (81)) 64& 0166 FAX ... (813) 64& g&g&
ee 4& ~ fC'CUTHE~T ~f~ICSSpRANOJ(O 2!SlAGNNyS R~ROO1HEucJj1C1J!,TORPROPUNAERU~ RAND 'scu.2 ENs GINrERI~(). P,A. AND THE:
.. ~ ~, V" III VI. u- .V1' 111""1",, X. I PROHIBITED. - 2003
LeNNA~ ~OMee
&cALl: NOTf!P
PATe, u/m
T.6MPA Olvt81CN
P~lLN
DOO~ .$ WINDOW INeTAL,LATIONe
'--
PE JOB NO_ FM .. ~,
8DW3-L
""
s.v.
.J
::lit
>>
PROD\.JC T CA TE<SORY SUB CATE<SORY MANUFACllJRER FL 1* EXPIRATION DATE PRODIJC T CA TE<SORY SUB CATE<SORY MANUFAC 1lJRER FL It EXPIRA TION DATE PRODIJG T CA TE<SORY SUB CATE<SORY MANUFAC 1lJRER FL It EXPIRATION DATE
STRUC1lJRAL COMPONENT CONNEC TORS (MASONRY ICONCRETE) SIMPSON S TRUC 1lJRAL COMPONENT CONNEC TORS (MASONRY/CONCRETE) USP DOORS HOOD ENTRANCE LAHSON INS. FL 122'1 12/05/2005
STRUC1lJRAL COMPONENT HET A20 SIMPSON FL 414 10/03/2005 S TRUC 1lJRAL COMPONENT HT A20 USP FL 021 10131/2005 HINDOHS FIXED HINDOHS LAY-lSON INS. FL 1230 12/05/2005
STRIJG 1lJRAL COMPONENT METAI2 SIMPSON FL 414 10/03/2005 STRUC1lJRAL COMPONENT HTA20-lo LiSP FL 05'1 10131/2005 HINDOHS FIXED HINDOHS KINCO FL 125 0'1/11/2005
STRUC 1lJRAL COMPONENT METAI6 SIMPSON FL 414 10/03/2005 STRUC 1lJRAL COMPONENT HTTI6 USP FL 021 1013//2005 HINDOHS FIXED HINDOHS BETTER BIL T FL 616 PENDIN<S
STRUC1lJRAL COMPONENT MET A20 SIMPSON FL 414 10/03/2005 STRUCT1.JRAL COMPONENT HTT22 USP FL 021 10131/2005 HINDOHS FIXED HINDOHS FLA. EXTRUDERS (MILESTONE) FL 44 0'1/02/2005
STRIJGT1JRAL COMPONENT HTTI6 SIMPSON FL 503 10/03/2005 STRUCT1JRAL COMPONENT L TSI'1 USP FL 022 10131/2005 HINDOHS FIXED HINDOHS <SENERAL ALUM I M\f'.iUM FL 255 0'1/24/2005
STRUCT1JRAL COMPONENT HTT22 SIMPSON FL 503 10/03/2005 STRUC T1JRAL COMPONENT L TS20B USP FL 022 10131/2005 HINDOHS FIXED HINDOHS <SENERAL ALUMIM\NUM FL 263 0<1/25/2005
-- HINDOHS FIXED HINDOHS GENERAL ALUM I M\f'.iUM
STRUCT1JRAL COMPONENT L TTI'1 SIMPSON FL 414 10/03/2005 S TRUC TLiRAL COMPONENT MTS21B USP FL 022 10131/2005 FL 16'11 02/04/2006
STRUCTURAL COMPONENT L TT20B SIMPSON FL 414 10/03/2005 S TRUC T1JRAL COMPONENT TVX2 USP FL 016 10131/2005 HINDOHS FIXED HINDOHS SIMONLON HINDOHS FL 110 0'1/1'1/2005
STRUCT1JRAL COMPONENT LTTI31 SIMPSON FL 414 10/03/2005 S TRUC T1JRAL COMPONENT TVX20 USP FL 016 10131/2005 HINDOHS SIN<SLE HUN<S LAHSON INS. FL 1225 12/05/2005
STRUCllJRAL COMPONENT MTT20B SIMPSON FL 503 10/03/2005 STRUCT1JRAL COMPONENT TVX5 USP FL 016 10131/2005 HINDOHS SIN6LE HUN6 KINCO FL 123 0'1/\1/2005
STRUC T1JRAL COMPONENT HTSMI6 SIMPSON FL 1423 12130/2005 STRUCT1JRAL COMPONENT LU6T2 USP FL 011 10131/2005 HINDOHS SIN6LE HLJN6 BETTER BIL T FL 663 PENDIN6
STRUCT1JRAL COMPONENT HTSM20 SIMPSON FL 1423 12/30/2005 STRUC T1JRAL COMPONENT H6AMI0 USP FL 01'1 10131/2005 HINDOHS S I N<SLE HUN6 FLA. EXTRUDERS (MILESTONE) FL 42 0'1/02/2005
STRUCllJRAL COMPONENT MTSMI6 SIMPSON FL 1423 12130/2005 STRUCT1JRAL COMPONENT FA3 USP FL 022 10131/2005 HINDOHS SIN6LE HUN6 <SENERAL ALUM I M\f'.iUM FL 254 0'1/24/2005
S TRUC T1JRAL COMPONENT MTSM20 SIMPSON FL 1423 12/30/2005 STRUC T1JRAL COMPONENT PAU44 USP FL 021 10131/2005 HINDOHS SIN6LE HUN6 <SENERAL ALUM I M\f'.iUM FL 16'10 02/04/2006
STRUCT1JRAL COMPONENT MSTCM40 SIMPSON FL 1'101 02/10/:2006 S TRUC T1JRAL COMPONENT PAU66 USP FL 021 10131/2005 HINDOHS S IN6LE HUN6 SIMONLON HINDOHS FL 204 0'1/22/2005
STRIJGT1JRAL COMPONENT HD2A SIMPSON FL 503 10/03/2005 S TI<.UC T1JRAL COMPONENT PHD2 USP FL 011 10131/2005 HINDOHS SINGLE HUN6 ENER6Y SAVIN6S PRODS. OF FL FL 1'150 03/12/2006
S TI<.IJG llJRAL COMPONENT HD5A SIMPSON FL 503 10/03/2005 S TI<.Uc. T1JRAL COMPONENT PHD5 USP FL 011 1013//2005 HINDOHS DOUBLE HUN6 ENER6Y SAVIN6S PRODS. OF FL FL 1'153 03/12/2005
STRUCllJRAL COMPONENT HD6A SIMPSON FL 503 10/03/2005 STRUCT1JRAL COMPONENT PHD6 USP FL 011 10131/2005 HINDOHS HORIZONTAL SLIDERS LAWSON INS. FL 1226 12/05/2005
STRlJGllJRAL COMPONENT HD8A SIMPSON FL 503 10103/2005 S TI<.UC T1JRAL COMPONENT PHDo USP FL 011 1013112005 HINDOHS HORIZONTAL SLIDERS SIMONLON HINDOHS FL 203 0<=1/22/2005
STI<.UCT1JRAL COMPONENT HDIOA SIMPSON FL 503 10/03/2005 HINDOHS HORIZONTAL SLIDERS KINW FL 124 0<1/1l/2005
STI<.UCT1JRAL COMPONENT HDI4A SIMPSON FL 503 10/03/2005 HINDOHS HORIZONTAL SLIDERS BETTER BIL T FL 610 PENDIN6
STI<.UCT1JRAL COMPONENT SIMPSON FL 503 10/03/2005 PRODUC T CA TE60RY CONNECTORS (HOOD) USP HINDOHS HORIZONTAL SLIDERS FLA. EXTI<.UDERS (MILESTONE) FL 43 0'1/02/2005
HDI5
STI<.UCllJRAL COMPONENT HGT2 SIMPSON FL 414 10/03/2005 S lRUC llJRAL COMPONENT RTII USP FL 016 1013//2005 HINDOHS HORIZONTAL SLIDERS <SENERAL ALUM I M\f'.iUM FL 254 0'1/24/2005
STI<.UCT1JRAL COMPONENT H6T3 SIMPSON FL 414 10/03/2005 STRUCT1JRALCOMPO~T RT20 USP FL 016 10131/2005 HINDOHS HORIZONTAL SLIDERS <SENERAL ALUM I M\f'.iUM FL 16'18 02/04/2006
1----
STI<.UCllJRAL COMPONENT 10/03/2005 STI<.UCT1JRAL COMPONENT RTI6 USP FL 016 10131/2005 IHINDOHS MULLIONS LAY-lSON INS. FL 1221 12/05/2005
H6T4 SIHPSON FL 414
STI<.UC T1JRAL COMPONENT SIMPSON FL 1423 12130/2005 STI<.UCT1JRAL COMPONENT RT16-2 USP FL 016 10131/2005 HINDOHS MULLIONS KINCO FL '151 11/04/2005
L6T2
STI<.UCT1JRAL COMPONENT M6T SIMPSON FL 1423 1213012005 S TRUC WRAL COHPONENT HTHI2 USP FL 020 10/31/2005 HINDOWS MULLIONS FLA. EXTRUDERS (MILESTONE) FL C!l4 PENDING
STRUCllJRAL COMPONENT H6AI0 SIMPSON FL 1423 12/30/2005 S TRUC T1JRAL COMPONENT MTHI6 USP FL 020 10131/2005 IHINDOHS MULLIONS 6ENERAL ALUMIM\NUM FL 1252 12/03/2005
STI<.UCT1JRAL COMPONENT H6AMI0 SIMPSON FL 1423 12/3012005 S TRUC T1JRAL COMPONENT MTHlo USP FL 020 10131/2005 I=XlERIOR DOORS SLlDIN6 LAY-lSON INS. FL 1220 12/05/2005
STI<.UCT1JRAL COMPONENT HSTAM24 SIMPSON FL 1'10/ 02/10/2006 STRUC1lJRAL COMPONENT HTNI6 USP FL 020 10131/2005 FXTERJOR DOORS SLlDIN6 KINCO FL 126 12/05/2005
STRUCT1JRAL COMPONENT MSTAM36 SIMPSON FL 1'101 02/10/2006 STRUCllJRALCOMPONENT HTH20 LiSP FL 020 10131/2005 ExTERIOR DOORS SLlDIN6 BETTER BIL T (MI HOME PROD) FL 561 12/30/2005
S lRUC llJRAL COMPONENT HM"l SIMPSON FL 1423 12130/2005 STI<.UCT1JRAL COMPONENT SPT22 USP FL 011 10131/2005 FXTERIOR DOORS SLlDIN6 FLA. EXTI<.UDERS (MILESTONE) FL 45 0'1/02/2005
STI<.UCT1JRAL COMPONENT MAS SIMPSON FL 414 [0/03/2005 STRUC T1JRAL COMPONENT SPT24 USP FL 011 10/31/2005 ExlERIOR DOORS SLlDIN6 <SENERAL ALUMIM\N1JM FL 264 0'1/25/2005
STRUCllJRAL COMPONENT ABU44 SIMPSON FL 414 10/03/2005 STI<.UCT1JRAL COMPONENT SPT4 USP FL 021 10131/2005 l=XTERIOR DOORS SLlDIN6 SIMONLON HINDOHS FL 104 0<1/22/2005
STI<.UCT1JRAL COMPONENT PHD2-SD53 SIMPSON FL 503 10/03/2005 S TRUC T1.JRAL COMPONENT SPT6 USP FL 021 10131/2005 ExTERIOR DOORS SLlDIN6 THERMO-TI<.U CORP. FL 1110 11/20/2005
STI<.UCT1JRAL COMPONENT PHD5-SDS3 SIMPSON FL 503 10/03/2005 S TI<.UC T1JRAL COMPONENT A3 USP FL 020 10/31/2005 J:XTERIOR DOORS SHIN61N6 LAHSON INS. FL 122'1 12/05/2005
STI<.UCT1JRAL COMPONENT PHD6-SDS3 SIMPSON FL 503 10/03/2005 S TI<.UC T1JRAL COMPONENT A34 USP FL 016 [0131/2005 I=XTERIOR DOORS <SARA6E DOORS CLOPAY BULiDIN6 PRODUCTS FL 542 12/12/2005
STI<.UC T1JRAL COMPONENT PHD8-SDS3 SIMPSON FL 503 10/03/2005 STRUCT1JRALCOMPONENT MP4F LISP FL 021 10131/2005 EXTERIOR DOORS <SARA<SE DOORS HAYNE DALTON DOORS FL 001 11/04/2005
STI<.UCT1JRAL COMPONENT LTAI SIMPSON FL 1423 12130/2005 STRUC']lJRAL COMPONENT LSTAI2 LISP FL 016 10131/2005 EXTERIOR DOORS SHIN61N6 JELD-HEN FL 4'10 10131/2005
STI<.UC1lJRAL COMPONENT LSTAI5 LISP FL 016 10131/2005 j::XTERIOR DOORS SHIN61N6 JELD-HEN FL 53'1 10131/2005
S TI<.UC T1JRAL COMPONENT LSTAlo USP FL 016 10131/2005 EXTERIOR DOORS SHIN61N6 PLASTPRO I NC/NANY A PLASTICS FL 1321 12/15/2005
PRODUCT CATE<SORY CONNECTORS (HOOD) SIMPSON S TI<.UC T1JRAL COMPONENT LSTA24 LISP FL 016 10131/2005 EXlERIOR DOORS SHIN61NG THERMO-TI<.U CORP. FL 1105 11/21/2005
STRUCllJRAL COMPONENT H2.5 SIMPSON FL 414 10/03/2005 STI<.UCllJRAL COMPONENT LSTA30 USP FL 816 10/31/2005
STI<.L1CllJRAL COMPONENT H5 51 MPSON FL 414 10/03/2005 S TI<.UC T1JRAL COMPONENT LSTA36 USP FL 816 10131/2005
S TI<.UC WRAL COMPONENT H1 SI MPSON FL 414 [0/03/2005 STI<.UCWRAL COMPONENT MSTC40 USP FL 011 10131/2005
STRUCT1JRAL COMPONENT H[O SIMPSON FL 414 10/03/2005 STRUCT1JRAL COMPONENT MSTC52 USP FL 011 [0131/2005
STRUCllJRAL COMPONENT H10-2 SIMPSON FL 414 10/03/2005 5TI<.UC T1JRAL COMPONENT MSTC66 LISP FL 011 10131/:2005
S TRUC WRAL COMPONENT HI6 SIMPSON FL 1423 12/30/2005 STI<.UCT1JRAL COMPONENT MSTC18 USP FL 011 10131/2005
STI<.UC T1JRAL COMPONENT MTSI2 SIMPSON FL 414 10/03/2005 S TRUC T1JRAL COMPONENT KCC44 USP FL 022 1013112005
S TI<.IJG T1JRAL COMPONENT MTSI6 SIMPSON FL 414 10/03/2005
STRUCT1JRAL COMPONENT HTS20 51 MPSON FL 414 10/03/2005 PRODUC T CA lE60RY
STI<.UC1lJRAL COMPONENT HT516 SI MPSON FL 530 10/03/2005 MASONRY HAN<SERS USP
HTS20 SIMPSON FL 530 10/03/2005 STRUCllJRAL COMPONENT NFM LISP FL 510 10/0'1/2005
STRUCT1JRAL COMPONENT
STI<.UCWRAL COMPONENT SPI SIMPSON FL 414 10/03/2005
STI<.UCT1JRAL COHPONENT SP2 SIMPSON FL 414 10/03/2005 PRODUCT CATE60RY SUB CA TE<SORY MANUF AC 1lJRER FL 1* EXPIRA TION DATE
STRUCllJRAL COMPONENT SP4 SIMPSON FL 414 10/03/2005 STI<.UCT1JRAL COMPONENT CONCRETE LiNlEL CAST CRETE
FL 150 0<1/10/2005
STI<.UCllJRAL COMPONENT SP6 51 MPSON FL 414 10/03/2005 S TI<.UC T1JRAL COMPONENT CONCRETE LINTEL LOTT'S FL 1441 03/11/2006
STI<.UCllJRAL COMPONENT SSP SIMPSON FL 1423 12130/2005 STRUCWRALCOMPONENT CONCRETE LINTEL HEIKIHA FL 1410 03/11/2006
STI<.UCllJRAL COMPONENT DSP SI MPSON FL 1423 12/30/2005 STI<.UC llJRAL COMPO~T CONCRETE LINTEL COMMERCIAL FL 1T14 03/12/2006
STI<.UCllJRAL COMPONENT A23 51 MPSON FL 414 10/03/2005 STI<.UCT1JRAL COMPONENT CONCRETE LINTEL MARION MASONRY FL 2155 03/2'1/2006
STI<.UC WRAL COMPONENT A35 51 MPSON FL 414 10/03/2005
STI<.UCT1JRAL COMPONENT LW4 SIMPSON FL 414 10/03/2005
STI<.UCllJRAL COMPONENT L<ST2 51 MPSON FL 1423 12130/2005 PRODIJC T CA TE<SORY SUB CATE60RY MANI)F AC TlJRER FL It EXPIRATION DATE
STI<.UC T1JRAL COMPONENT M6T SIMPSON FL 1423 12130/2005 ROOFiN6 ASPHAL T SH[N6lES GAF Materials Cor. Fl 103 0<1130/2005
STI<.UC 1lJRAL COMPONENT H6T2 SI MPSON FL 414 10/03/2005 ROOFIN6 ASPHALT SHIN6lES CERTAIN 1EED CORPORATION FL 250 Oq/24/2005
STI<.UC llJRAL COMPONENT HeT? SIMPSON FL 414 10/03/2005 ROOFIN6 ROOFIN6 TILES HONIERL LIFE TILE FL 560 11/04/2005
STI<.UCWRAL COMPONENT H<S T4 SI MPSON FL 414 10/03/2005 ROOFiN6 CEMENTS-ADHESI VES-COA TI N6S TI<.OPICAL ASPHALT PROD CORP FL 1403 01106/2006
STI<.UCllJRAL COMPONENT LSTAI2 51 MPSON FL 1'101 02/10/2006 ROOFIN6 UNDERLA YMENTS TAMKO ROOFIN<S PROD\.JCTS, INC FL 1144 02/1012006
STI<.UCT1JRAL COMPONENT LSTAI5 SIMPSON FL l"lOI 02/10/2006 ROOFIN6 CEMENTS- ADHESIVES-COATI N6S TAMKO ROOFIN6 PROD\.JCTS, INC FL 141'1 01/06/2006
STI<.lJGllJRAL COMPONENT LSTAlo 51 MPSON FL 1'101 02/10/2006 ROOf',N6 ROOFIN6 FASTENERS SENCO PRODUCTS FL 2211 04/05/2006
STRIJGT1JRAL COMPONENT LSTA24 SI MPSON FL 1'101 02/10/2006 S TI<.UC llJRAL COMPONENT DECK-ROOF EN6LERT, I NC FL 2266 04/13/2006
STI<.UCllJRAL COMPONENT LST A30 SIMPSON FL 1'101 02/10/2006
I STI<.lJGllJRAL COMPONENT LSTA36 SI MPSON FL 1'101 02/10/2006 PRODUC T CA TE60RY SUB CA TE<SORY MANUF AC TlJRER FL It EXPIRATION DATE
STI<.UCllJRAL COMPONENT LSTI4'1 SIMPSON FL 414 10/03/2005 STRUCllJRAL COMPONENT ENGI NEERED LUMBER TI<.US JOIST FL 1630 02/13/2006
STI<.UCT1JRAL COMPONENT MSTC20 SIMPSON FL 414 10/03/2005 S TI<.LIC T1JRAL. COMPONENT EN6lNEERED LUMBER BOISE ENG. \.^k)OD PROD. FL 1644 03/12/2006
STI<.UCllJRAL COMPONENT MSTC40 SIMPSON FL 1'101 02/10/2006 STI<.IJG llJRAL COMPONENT EN61NEERED LUMBER BOISE EN6. HOOD PROD. FL 1645 03/12/2006
STI<.UCllJRAL COMPONENT MSTC52 SIMPSON FL IqOI 02/1012006
STI<.UCllJRAL COMPONENT MSTG66 SIMPSON FL 1'101 02/10/2006
STI<.UCllJRAL COMPONENT MSTClo SIMPSON FL IqOI 02/10/2006 PRODUC T CA TE<SORY SUB CA TE60RY MANUF AC T1JRER FL It EXPIRATION DATE
ROOF VENTILATORS SOFFITS KAYCANLTV FL 1'165 04/05/2006
ROOF VENTILATORS SOFFITS KAYCAN L. TV FL 1146 12/1'1/2005
PROD\.JCT CATE<SORY HAN<SERS 51 MPSON ROOF VENTILATORS SOFFITS CAMERON ASLHLEY BUILDIN6 FL 406 11/24/2005
STRUCllJRAL COMPONENT HUS26 SI MPSON FL 414 10/03/2005 OTI-tER MODIFIED BlllJMEN CERTAIN TEED CORP-ROOFING FL 41'1 10/02/2005
STI<.UCllJRAL COMPONENT HUS26-2 SI MPSON FL 414 10/03/2005 OTI-tER TYVEK HOUSE HRAP D\.JPONT FL 2145 PENDIN6
STI<.UCllJRAL COMPONENT HUS20 SIMPSON FL 414 10/03/2005 OTHER 6LASS BLOCK PITTSBUR6H CORNIN6 CORP FL 250 0'1/24/2005
STRUCT1JRAL COMPONENT HUS20-2 SI MPSON FL 414 10/03/2005
STI<.UCI"'URAL. COHPONENT Hl!S210 SIMPSON FL 414 10/03/2005
STI<.UCllJRAL COMPONENT HUS210-2 SIMPSON FL 414 10/03/2005
STRUCT1JRAL COMPONENT H6IJS26 SIMPSON Fl 414 10/03/2005
STI<.UCllJRAL COMPONENT H<SUS26-2 SIMPSON FL 414 10/03/2005
STI<.UCllJRAL COMPONENT H<SUS20 SIMPSON FL 414 10/03/2005
STI<.UCllJRAL COMPONENT H<SUS20-2 SI MPSON FL 414 10/03/2005
STRlJGllJRAL COHPONENT H<SUS210-2 SIMPSON FL 414 10/03/2005
STI<.lJGllJRAL COMPONENT HUSC26-2 SI MPSON FL 414 [0/03/2005
STRUCllJRAL COMPONENT HUSC28-2 SIMPSON FL 414 10/03/2005
STI<.UCllJRAL COMPONENT MBHA SI MPSON FL 538 10/01/2005
STI<.UCllJRAL COMPONENT lIT SIMPSON FL 414 10/03/2005
PROD\.JCT CATE60RY ANCHOR SYSTEMS SIMPSON
STRUCllJRAL COMPONENT HED6E ANCHORS SIMPSON FL 402 10/01/2005
STI<.lJGllJRAL COMPONENT SLEEvE ANCHORS SIMPSON FL 402 10/01/2005 r D E "
STI<.UCWRAL COMPONENT DROP IN ANCHORS SIMPSON FL 402 10/01/2005 D AN5CO
STI<.UCllJRAL COMPONENT THD TITEN HD SIMPSON FL 2304 04/06/2006
STI<.UC T1JRAL COMPONENT TIN TllEN SCREW SIMPSON FL 2355 04130/2006 ~ CREATED 04-05-04 ENGINEERING, FAil
P.o. eox 3~ - AP01.J..O eEA04 - F1.ORIDA - 33&12
PRODUCT CATE<SORY CHEMICAL TiES SIMPSON Pf-.IONE - (&13) 646 0166 PAX - (a1:~) 646 ~ga
S TI<.UC llJRAL COMPONENT SET EPOXY SIMPSON FL 402 10/01/2005 E6 4510 @THESE DRA\\1NGS AND DESIGNS ARE THE JOINT PROPERf1' OF DANSCO ENGINEERING, PA. & THE
STRUCT1JRAL COMPONENT ET EPOXY SIMPSON FL 402 10101/2005 CUENT ON THIS PRO.f:CT. ANY REPROOUCTION OR UNAUTHORIZED JSE IS PROHIBI1ED - 2004
STRUCllJRAL COMPONENT AT ACRYLIC-TILE ADHESIVE SIMPSON FL 2304 04/06/2006
8CALE NOTCO DRAU.N B.V.
DATE 4/5/04- N:/BLOCKS/STD 2001
FLORIDA PRODUCT AFFROV AL
'-. eFPA ~
>
XI
..,.
>>
>>
:-.l
;.?
D
>>
.-
'-
>>
c
~
..,
c
o
::!
CD
:.
o
~
:1-
I
<
:1-
.....
:n
-
~
z:
z:
J.J
....
-
...
>>
S>>
:-.l
:;:)
;n
-
:n
:.e:
g
....
XI
-
i!: