HomeMy WebLinkAboutUnit #209 - Shutter Specs
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, , -I SCALE: I
I COMPONENTS N.T.S.
JOB DESCRIPTION:
SHUTTER DEAILS
BUSINESS PHONE
J.87~t .1.812" w.x.
1.812- 1.312" "n 799-0515
"'.
GENERAL PLAN NOTES: 3.124" ~i U~. ~~. I
~lt O.l~ 1.812" 1..312'"
1. ACCORDIAN SHUTTER HAS BEEN DESIGNED IN ACCORDANCE WITH
THE 2001 EDITION OF THE STANDARD BUILDING CODE. :Ii - "I :Ii {Hill ~j
ACCORDIAN SHUTTERS ADEQUACY FOR IMPACT LOADS HAS BEEN 0
VERIFIED IN ACCORDANCE WITH SSTD 12-99 STANDARD AS PER
ATL REPORT fI 0.325.01-98R AND 0525.02-00. lYP. ~ ~ C\1
ACCORDIAN SHUTTERS ADEQUACY FOR WIND LOADS HAS BEEN ~ OJ
VERIFIED IN ACCORDANCE WITH CHAPTER 20 OF THE STANDARD N I '~J=' I C\1
BUILDING CODE, AS WELL AS IN ACCORDANCE WITH ASTM E-.3.30 ~ Z
..
STANDARD. 1.195" 0,579- 2.000. ~OOO' (7)
DESIGN WIND LOADS SHAlL BE BASED ON SECTION 1606 OF THE 3.815"' (J) ~
STANDARD BUILDING CODE FOR CATEGORY "C", 1.30 mph. ~ > -<
2. STAINLESS STEEL SHEET METAl SCREWS USED AT LOUVER PIN o HEADER-WALL MOUNT ~HEADER-WALL MOUNT @ HEADER-CEILING MOUNT @ SILL ~ -<
SHALL BE fll0 x 3", 410-HT MINIMUM SERIES WITH 1.35.0 ksi Q
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YIELD POINT AND 180 ksi TENSILE STRENGTH. SCREWS SHAlL SILL-WALL MOUNT ~
BE COATED WITH XYlAN 5006 FlOUROPOLYMER COATINGS. """ =,,-~ 'p f-1 U ~
0 (INVERTED USE)
.3. AlL AlUMINUM EXTRUSIONS SHAlL BE 6063- T6 ALLOY. ~ ~ 0
SCALE: N.T.S. ~
4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 318 SERIES WITH ~ ~
50 ks; YIELD POINT AND 90 ks; TENSILE STRENGTH. Z
5. ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH I (J) < ~
ALUMINUM MANDREL ~
"'
6. BOLTS TO BE 2024-T4 ALUMINUM ALLOY. GALVANIZED OR STAINLESS 3.03'. Z ~ ~
STEEL WITH 35 ksi MINIMUM YIELD POINT. I I
7. ANCHORS TO WALL SHALL BE AS FOLLOWS: -< < <
(A) - 1/4" IS TAPCON ANCHORS. ~ ~
- 1/4" IS ZAMAC NAllIN ANCHORS ~[ l ~ ~O.:~~15'I+1 ~ ::r:: ~
- 1/4" IS x 7/S" CAlK -IN ANCHORS ~
r ) ~ >
- PHIUPS HEAD OR HEX HEAD fl12 STAINLESS STEEL SCREWS o.~. ~= -
fil>. ~I ..=' ~ <
NOTES: I I . .582' . .452' I ~ ~
Al) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED 3.155- 0 Z
CONCRETE IS 1 1/2" MIN. EMBEDMENT OF ZAMAC NAllIN ~ 7 ~
1 3/S". a tL--t --...
AZ) 7/S" CAlK-IN ANCHORS SHALL BE ENTIRELY EMBEDDED @SiLL BOTTOM ADAPTER ~ 180' STARTER U
INTO THE POURED CONCRETE. SCALE: N.T.S. SCALE: N.T.S. ~ LD
A3) IN CASE THAT THE PRECAST STONE, PRECAST CONCRETE
PANELS. OR PAVERS BE FOUND ON THE EXISTING WAlL OR co ~
FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE 0 ~
MAIN STUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL CD <C
BE AS INDICATED ON NOTES Al) AND ,>.2) ABOVE.
(B) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE U
RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S
MANUFACTURER.
8. BLADE <[). AND THE KNUCKLES FOR CENTERMATES @ &: CD.
ole THE STARTER @ ARE UNDER THE PATENT OF EASTERN METALS.
9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTER TO VERIFY l,.,:m"'4 CONSULTING ENGINEER:
THE SOUNONESS OF THE STRUCTURE WHERE SHUTTER IS TO BE !~JdABlm~\
, I ATTACHED TO INSURE PROPER ANCHORAGE. I TT~
~
~
~ -'
...
t.1:i5"
2.28J'"
4JSO" RE\;'f[\VEO
@ MALE LOCK SET CD FEMALE LOCK SET Q) FEMALE/FEMALE!
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.
-
J " INSTALLATION DETAILS f ~~~. I
JOB DESCRIPTION:
SHUTTER DEAILS
BUSINESS PHONE
799-0515
110 x J"' s. S. s. w. s. WITH 7/16-'
. S/8" LONG Nl1.ON IlUSHlNG (1'IP1CAl.)
~POURED coNCRm"'. 0
~POuRED CONCRm OR, "-POuRED CONCRETE OR, "-POuRED CONCRETE DR E:2 ~
C>4I IllOCl< WAll. .... C>4I IllOCl< WAU. .... CW BI.OCK WAll. "'. ~ V xi
" Z~
II II II II rr\ r__' "-0.1
II II II II lJ..L ~
II II II II >
II II II II
II II II II ~ ~
II II II II ~ ~
II II II II r__.., ~ Q
II II II II ~
II II II II C-..,
" " " II c--' ~
II 11 II II U
If II II " II ~ ~
II II II JI II L'" ~
If II II II II ~ 1--1
II II " II 11 f-1 0
If II II " II
u u u U :: l-r-l ~
II ~ Z r~
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I :: ~
I I I I U Z f-1 ~"'
I I I I ~ -< 2Z
I I I I ~::c~
I I I U ~ >-
I ~-<
I I I I ~ 0 Z
,.. . 3/4'..S. S. S. ... S. OR ~ I----- .....,-4.
I - 3/'''' Al.lMNUY POP RIVETS AT _ . " ~~
~0::0::0::~~~~~. " n n n n n g~~Egno;.~~,::-r~~1C'.I.) 0 ~ U
II II II II II II ~
II If II II II II
II II I J If II II " ...-..
I J II II II It II I..i .J
II II II II II II CD r~..,
II II 11 II II II ~
II 'I II II 11 II
11 :: :: :: :: :: u 0....
il II II II II II _ ~
:: :: :: :: :: :: ro ~
:: :: :: :: :: :: U
I :::: :: :: 11 ::
II II II
~ ::" ::" .::
POuR~ C~RETE OR"", A J "- POURED CONCRETE OR",", '- POURED CONCRETE OR""",,- I I
Cl;u Bl.OCl< WAll. '\. ~ ClolU IllOCl< WAU. .... CW BlOCl< WAll. "-
/' . '\. CONSULTiNG ENGINEER:
/ ~POUR(1) CONCRETE_ STEPHE"ri Eo ~ER P.L
"- FlORIOA REGISTEREO ENGiNEER
I . PE_ OO3.52B .
~/10' J" S. s. s... S. WiTH 7/1.-' ~ ',....,~?A PAUf.R06.0
. 7/S. LONG Nl1.ON llUS>tNC (1"l1'1CAl COCOA.:h:ORlPo\ 32927
TOP .,., BOnOY) ~ ANCHOR _ SEE NOTE f1 (1YP1CAI.). 40 -5J'-~705
ANCHOR - SEE NOTE 17 (TYPICAL). 12- CENTER TO CENTER
12- CENTtR TO CENTER
REVIEV>lED ~____o=<~,_cc
;:1,
r ~
I WALL MOUNTING INSTAL~TION WALL MOUNTING INSTALLATION WALL MOUNTING INS:~LLATI~~ CEILING &
SCALE. N.T.S. SCALE: N.T.S. :;'l..ALE: N.I.:;'.
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,j I INST ALLA TION DETAILS N,T,S.
JOB DESCRIPTION:
SHUTTER DEAlLS
BUSINESS PHONE
799-0515
0
F ~ C\1
OR ~ OJ
114 z 3/4- S. S. S. JL S. OR n n J
II II
3/16-' Al..lN1NUV POP !WETS AT II II Z C\1
1S' O.c. (rtPICAL) II II
II II (7)
II II (J) ~
II II
II II
(1'><2") OR (2'><2") OR (2'<3") II II ~ >
x .125. Al..t.Jl,(INUW ANGlE II II -<
CONllNl.OOS (606.3-TS Al.LOY) ~ -<
Q
f-1 ~
~ ==--.-oa f-1 U ~
~ ~ 0
I "'- POURED CONCRETE OR", f-1
I ~ ~
II Z
II CW SUlCI< WAU. ~
... (J)
"'- POURED CONCRETE ". r \ "'- POURED CO""'ETE ". ~ -<
~ ~
~ Z f-1 ~
,J' -< -< -<
SEE NOTE 17 FOR ANCHORS (12' C/C) l SEE NOTE 17 FOR ANCHOR (12" C/C~ ~ ~
~ ~ ~
U f-1 >
~ ~ <
0 Z
REMOVABLE FLOOR MOUNTING INSTALLATION REMOVABLE FLOOR MOUNTING INSTALU.TION WALL MOUNTING INSTALLATION (OFFSET) ~ Z.-<
-.
~ '-" U
SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. ~
1O
en ~
- ~
'-"
CD <
U
5. ~IN. S- S- Of:f:IC
b : I I I .~~ CONSULTING ENGINEER:
(4) 3/15'" NJJWtNW pop RNE1S ~
OR 114 If J/4- s'1L5. (l'YPlCAI.) , I Y STEPHEN E. KASTNER P..E.
I ~IOA - RECIST[RED ~EtR
I ~ -+- -$- P'E'"~
-tV ~;?" ~~~29";';"
..;.~ :.. _".- . - ~!-53t-.5705
, -
-
/'
- .,..
I / A A
I '+" '+" e
I
sa SHEET .. or 4. FOR I ,'.
lOCK REOUIREloIENTS 12-
! . ., ,,~
~D ;.:.(:HORS I,,'S[O WITH TRACK A . l' ~ :~~, ..~ ~-__!. .~....: : ;;
- --- lOP Ilk BOTTO'" SHAll. SE: STACG(RED AT
WAX SPACING OF 12'" Ole.
TYPICAL ELEVATION ISOMETRIC CORNER POST TRACK A
I SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S.
3
~J . INSTALLATION DETAILS ~~"~. I
JOB DESCRIPTION:
SHUTTER DEAILS
'- BUSINESS PHONE
"- POURED CONCRETE OR "-
CWBlOCXWJl.l. '" 799-0515
2... 2" x .125" OR
J. x S. J: .125"
Al.1J1j1NlJll TlJ9(
(r063-15 AUOY)
~ i~r XX 21 d/z- CR 0
2'.2'002',.3'00 r~., 1"\)
2"x4"OR2"xS.X' ~ \e\L
.125' AlJJ\I..... AHCU: ~ r<:-..
(6CllJ-TIi AUOY) ~ V';
c:==_ _ Z C\1
114 x 3/4" 5.ilS. OR (7)
"'-POURED CONCRETE OR ~. AmC.pcp ~ (~.x2' x .125, '. (J) ~
C>IlJ BlDCJ< W.Il.l. "'\.. L (506J-T.m.... ' , !!llr:";"'"" ~ >
",;.., ; I"'@
'!JHf:' " <
,~ .' ',/", ,
3/'6.... - "> ~ ~
OR 114 ,J'4 s.' .i ~ ~ Q
f-1 ~
~ ~... f-1 U ~
~~O
~f-1~
j' SECTION E T~ Z r~ I
J a.HOLE FOR I 11 ~
lCCJC PIN (TYP.) I I SC E ' " . I V ..I. ~
I I AL : N.T.S. ~Hy 01 ~4,)C ,-,anavera. ~
: ~ . '~ "'
: : "-** Z f-1 ~
i~ Li -< < -<
L_______~ ~ ~
~::r::~
SECTION D / ** U E-i >
L r-'l FV <r::
SCALE: N.T.S. --- ---~ 1 j 0 Z
-------.., : '- 0 Z <
L .J "- POUru:n CONCRETE QR -.. '.p - U
- CllUsux:xWAl.l. " ,.~
2" x 2. :If .125- OR ...... ~
~~.= 1O
~AUOY) ~
MAXIMUM DESIGN PRESSURE RATING "w" (p.s.!.) AND CO 1-'-1
~~~~~~~ ~~
MAXIMUM DESIGN lOAD WALL/CEILING/FLOOR MOUNTING INSTALLATION. U
-W" (p f) -. AT TOP OR BOTTOM (TO POURED CONCRETE t~4 Ji;t~ ~::U"i.~
.s. . OR CMU BLOCK WALL POP RIVETS 0 ,.. o.c.
12" O.C. 12" O.C. 12" O.C.
fROM 30' TO 62' L CONSULTING ENGINEER:
12" O.C. 12- O.C. 12" O.C. r"ii1/~=-'\ .." , STEPHEN E. KASTNER. p.E.
~ FlORlOA REGISTERED ENClHEER
PE OOJ952B
": '~320 Fi...DRlOA PAlM RQ.l.D
_ coc:oA.' Fl.ORtOA 32927 :- ,:'
.1 ..J /.04()7-.6J1-4~ .-.-,..-
.. '~-.,._ ;j; .- ~"r.~.~/J ~j ..-:. -,=;-~,:-
/:' -:......'" ENGINEffii/SEAL:
~ -..::" -~"'~- .-...; - .
NOTES ON LOCKS: _~? J~'t-;-> <;~-,,~ -.' -. .
? ".-... ..,' ~.~ ->.~' .
** FOR INSTALLATIONS AT ANY ELEVATION OF BUILDING AND IN : : : :.j' "~J J .~ ,.:
l ~~~IT~C:~ T_O_ LO~~~~~~_A~EGULAR 'T' - LOCK MAY BE USED : ~ : l'~~,' .: f7Y
rut< :::.t:,L;UKIIY r'UKr'OSI:.S AT ANY DESIRED LOCATION OF . . I I -- .' 'f.
, CENTERMATE (INSIDE OR OUTSIDE). WHEN USED INSIDE, MINIMUM J L""- * * : : ~ * * ,- ',,3~.,' ;',
SEPARATION TO GlASS SHAlL AlSO BE VERIFIED FROM THE TIP r .., r..J L.., ." ".' ~
OF SUCH '1'- LOCK OR FROM THE OTHER SHUTTER COMPONENTS Ln___nJ L_______J
SHOWN ON SECTION D. , . _ " -"-
_ ONE SIDED SHUTTER: SHEfLOESC,RIPTION:
~ . . .... --.' '. .'_' - ." . "._'..1'
SECTION El END CONNECTION DETAIL '" ./. .'-' $CON6~y.SAcCORDIAN
Jc,::. ,; SHUTTER'DETAILS
SCALE: N.T.S. SCALE: N.T.S. .! " " ". _,'.'-
II;;'; Ti~E~Tr": II