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CALVAN(M STEEL DEM=477M & Fj- SZ3 ,C (AnER ROLLO) AllY . C"X 40
,I ALL ALUMINUM EXTRfMONS Sq4a Ur 606j_F, ALLOY DNLESY 07,jENWiSE NOTED.
If- ALL 5CREWY TO BE STAINLESS STEEL Jof OR jf6 SERk,
BOLLS TO OF Z024-r4 ALUMINUM ALLOT cALyAAqo a? STVNLE, STE21. "M �6 �F UINIMLIU rL
6. ANCIfORS To qD POINT ,
(A) 70 0=NC P W4LL SWU BE IS rOLLOWS: (UNLESY OTNOMISE NOTED).
OURED CONCRETE-
0 CROE-FLiX -1�4 A 5 N E c r H p o V R S CM AS W"FAMRED Hr 4 TXV"fX
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1) `BN`MUM EMBED"E"F RM POURM CDRQ�CTE OF ZXP= ANCWOR OR aM-nZr S
ELCO PANELAMIES IS 2'. FOR Ro [�,_o BrMpBal IS r 112-,FDR aM ��k 4 jS f 314., FOR
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AND T' WNWLw FOR WA= WH M ST, =SOIEWS USED SHiLL BE f fAm LOW AWAM shO &M�Z;T wro
LED STLXyv ErIST
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OR FLOM AW9QU S`MLL BE L(7N9 POUND mm
ACH 77C UW 54RUCTWE DOW SUCH PANEIS.
ENOUGH 7V AF
S'Ma BE AS W=AZED ON non�y A 1) k A4 ABOVE
(8) TO DZ7M CONCRETE BLOW YALL,
0 `APOONS & KW-SEr VPMSAS AMNLIFACTLWO Br LrV'Vl3MDf)C
111141(" 0 F QTlE`-FLa S54 AMatWtS AS'MWFACTURED BY ELCo rD�MM
. 716' C&X-BV ANOVORS OR f141 p ELCO , & "FANnMTr OR tl-r'x EZOO
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a-2) 7/5' CALK-N ANaORS MPtL W WnMy aMEDUM INM RE CONCRETE MOCK LW
- No ELMED"Mr NM S7L=o V`ALL BE FOUaTIM r14� 0-20 SCREHY USED SHILL BE t 1120 LoNg
UNIT
M`NAfW SHOULD MUCCO Ek� AND I- AMMUM FUR Weis war No snxro
MV N CASE IMF PRECAST 5710W OR FAEC45T CONCRETE PANELS BE FOUND ON UE fXWWO W441. ANC=ilM
M'AU BE LONG DiDUCH TO RE" PE UW STRUCTLRE BENWD SUCY PANELS, Ma�;AE MMLL BE AS
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ANCHCV?',T IIARWAcluRERL 'VEaWTOMS OF THE'
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8 (Ve-T 2 & J or 9) oxfpr imr umew z T & 4 _.OTONS , FUR
ShRU nOT RE USM
& IF SHILL BE RE R--M-aWakff CF M OoNn�WM To VMfy TW SOMO D_ E ST. �W WN
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APPROVED AS Coh,,PLYING VUH THE
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ODUCT NTROLDIVISION
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ACCEPTANCE No. CC -09 19. 1
MWI DADE COUNrr
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CASE A (Plan)
Sa4LF-- 114� = I'
2' x X x Ogj- jIa5 H-r4 OR -
6063-T6 ALLOY C�t Alum. ANGLE
KIN ANCHDRS 0. [2' o. a
CASE 0
SCALE. 114-
POURED COMM?E7,-
OR
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CASE ig (Plan)
SCALE. 114- = f -
END CLOSURES DEFAILS
V.�
POURED CONCRETE
OR
CONCRE7E BLOQr WALL
REQUIRED
POURED CONCRETE
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RE-QUIRED
2-RX'
CONCRETE ANalarG
a lz- 0. C. � F
2' x .055' To AULKMIt LEG LOC4WH
2'x 5' x a55' Conf,
Alum, ANGLE OR
.OBO, Jlos-HT54 SHEET
METAL Al� PEW PLATF1
CASE C (Plan)
SCALE- 114' = f �
MtXTMUM DESIGN PRESSURE RA TING If (p - S. f ) AND
CORRESPONDING MAXIMUM PANEL LEIVGTH V SCHEDULE
�) - -c— �-�
'MWUUAf DESION
PPESSUF?E R47ING
+66.0, -76.0
+60.0. -7o.o
+56.0, -76.0
+60-0. -70.0
A(= PANEL Unow
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kWlMW SEPAR47M
SEC77ONS I &
i
(SEE swpoNS).
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or THEW.
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>7�-60 TO 8�-6'
3'
a
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3 J14.
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>7'-60 1-0 6o--6'
=2w--� -
. Ift � E C 0 EIRC.
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APPROVED AS COMPLYING IMTH-ME
SOUFM FLORIDA BUILDING CODE
DAT�-pr�
BY4W
PRODUCTC MOLDIMVISSInN
BUILDING CODE COMPLIANCE OFFICE
ACCEPTANCE NO.CY) - C>q I q - I
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'MAXIMUM ANCHOR SFAC
FOR IN6S ARE VALID FOR S I/,-- EDCZ DISIANI
MUZ. E- 0' LESS THW 5 112', REDUCE ANCHOR SPACING By
TPLY'NG SpAC1JVG SHOWN ON SCHEDULE &y THE FOLLOWING
FACTORS. (NOTE . Ijin E D FOR CkiK
FOR Mis OpE7?4�ON " -/,V ANCHORS IS 2
USING F 7-0 BE POSIBLF, REDUCED SPACING OBZA�,YED
AC7OR SH4LL NOT BE LESS
INDICATED FOR 6ACH ANCHOR TypE- 7H4N "I'VIUM SPACING
AT ANCHORS LECENO.
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FACTOR
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T2"
12-
LEW.
W�
m
U"",r
Awa�
To Cvtfc,,Lm
1� PAAa� aM
�K-v
WA
. �w
, ,,�
m� to Wa�
MIA
rz, NIA
12,
NIA
Ix 12-
WA
WA
r2-
Z2,
10'
3.
114
TZ
12.
rz.
-
I(IA
-
12-
AVA
f2l
WA
12-
t2l
fz"
12,
. 12'
72,
2 (BoTrDA0
.9.
72.
12"
12
r2.
NIA
12-
12'
WA
12'
WA
3 (KA.-)
WA
12'
MIA
12'
VIA
12'
f2l
t2'
to'
12'
:2
9.
-
12.
Iz,
Tz.
72-
NIA
12'
12-
MIA
t2'
MIA
(J-0p) �0, To r�Gj
IJIA
-
12"
ACIA
12'
12"
12'
to'
12'
TZ,
4 (60nm
_Tz.
72'
To'
NIA
12'
72"
MIA
Tz.
WA
5 (mp)
WA
12'
MIA
W,
Z.
12"
-
12
5.
1.2'
7'
4� (BMW)
WA
12-
WA
12-
WA
- NIA
r2,
NAA
12 ;
AVA
6 I-mp)
WA
12,
WA
12
12' NIA
f2"
NIA
12-
MIA
6 (60rmm)
A
W
WA
I(A
WA
4/A
AVA
12. NIA
fz"
r(IA
if'
AVA
7 (ro.-/ao,70m)
12- 72*
12'
1 1
u
Lt.,
IJIA
WA
WA
WA
9.
RIA
5.
I(IA
)(1A
WA
LT.W. I
SET ppp�s
m xt,*w
AIA
a.
tilA
a.
WA
0.
WA
WA
4-
WA
WA
PVA
I
r2-
tz.
12'
12'
12-
12-
12"
12-
12'
NIA
12-
NIA
12-
NWIA
12-
,YIA
12"
MIA
12"
MIA
NIA
WA � MIA
1w to gxr�r
cmnnr w "Luw
12', l WA
12- 12"
T2' MIA
12- 12'
12' NIA
12- r2-
12' NIA
F2- 12-
MIA
12'
12' AVA
r2, MIA
f2w MIA
uu� AK�
1A
r2
NIA
VP
12'
AVA
12
12
Tz"
IZ,
to'
f2-
I(IA
12-
RIA
12,
NIA
12-
T2-
12-
f2'
12-
12'
WA
12'
ArIA
12-
MIA
12'
12-
12'
12.
T2-
to.
12.
41A
r2-
MIA
f2'
NIA
12'
12'
12 c
'12'
12-
10'
f2'
NIA
IZ,
NIA
12,
MIA
i2-
72-
7'
12-
6.
.12"
WA
12.
P (1A
T2'
AVA
-127.
-
.A
i2'
MIA
12,
q1A
MIA
12'
12,
icrig Fm C IL
nev
IwRw
CRElr-n� =4 "Aa""E
70 coh-�rx
�C PAMJMM FL VS
7, u,"m
",WOE
ry ",Cw
12"
7
111A
1�-
IVIA
12-
'VA
12-
12.
72.
to'
12-
12'
WAVIV
NIA
12'
tVA
T2,
r2'
12'
to'
12-
to'
12'
IVA
12-
NIA
F2"
P(IA
12,
rz .
12-
too
f2"
.9.
f2'
'�IA
12*
NIA
r2-
NIA
r2.
12'
72-
to'
12-
12,
1
WA
--
12-
T2
KIA
IZ'
12-
5.
12,
tz,
-
f2.-
WA
12'
-
r
r2'
WA
j2'
KIA
'2-
fj1A
If 112- 1
MIA
I'--
.. -
Xftr� To
CNX--& stumw hwa
7 cwja�.:Fr 70 Lawmw r eq
&�w
� via,
12,
NIA
I (mp)
12'
12.
f
t2'
VA
12'
12.
2 (BUTMU)
12'
IVIA
3 00p)
.12'
12-
1 p0=9
12"
IVA
4 (f OP) 7*-6' W jr-.6
Iz,
12"
racrw) . . . .
12'
IVA
5 (top)
12'
2-
00770M)
12-
12'
it'
NIA
7 (T0p11BXo
12,
12"
POAV� FASnXM
rALK-N
12'
120
12-
12'
12'
12'
12,
12'
12'
Fl,
AVA
IT,
MIA
it,
MIA
it"
ArIA
rr,
6.
MIA
W/
'M I
AF=� L"' WX"
Thm
FIrop)
I pot-mv)
2 (top)
2 (BOTW
3 (top)
(Barrou)
4 (710P) 7�6- To s�6-
(BQrrW)
5 (to)
5 (amou)
(mp).
6 (oorrom)
**�A(4XIUUM ANCHOR SPACINGS ARE VALID FOR 3 112- EDGE DI�T
FOR E A LESS lH4N 3 112- REDUCE ANCHOR SpACING By AN
OR' U D ANC R S AC
P
N
IN G S E VAL
UE M LESHS 2 REDU ID R
E F C
3 112 D Mc
E GE D�r
OR S ACING 6r
u p
LE' E FOUOWN0
C �
UULTIPL)ING SPACING SHOWN ON SCHEDULE in; THE FOLLOWNG
0 S S
S R 1 2 1 27
P C 0 T
A ING 8 NN6
FACTORS. (NO7E Uin E. D. FOR Iff
MS 0 P�
S ACING
P
U
UFOR THIS OPEPA T70N E C"LlN ANCHORS IS 2 1/27.
�OR L OT R
To BE POSIBL& REDU�ED SPACING OBTAINED
USING FACTOR SH4LL NOT BE LESS IN
M
C 0
INOICA TED FOR EACH ANCHOR TIPE AH4N "'NIUM SPACING
RS �
T ANCHORS LEGEND
'A M . _
FACTOR
C
TLAL
ACTUAL E D. 7-APM)vl
r �
"llc-rLLA
FANQRATFI�
CALK-Im RED HD... SLEEVE
.86
2 112-
.71
.50
ANCHORS
LEGEND
AN ANCHORS
HORS
ANCHOR
TYPE
MINI.
Sp
ACING
I
' 4PC�0NAFAMELA'07 -ES1
M
CRErE FLD( SS4-'
3.0�
CALK -IN
0 R
3/8 . *0 RED HD,
DYNABOL7-- SLEEVC,-
4.
*Sff N07ES ON SHEE75 8 & Y OF 9
FOR ANCHORS rrPE &- SPACING FOR
INSTNIA77ONS INTO WOOD FNAUE BUILDINGS
APpRDyED4SCDMpLYINGwnw.,
SOLmi FLORIDA BUILDING CODE
DATE
By
pn�
(DI c�I-C OL DivISION,
130ILDING CODE
ACCEpIANCE c COMPLIANCE oFVICE
Nonn i09 lai
I ULWI DADE COUNTr
24 GAGE GALVANIZCD BE-RrM
STEEL S AY SMW
TORM FAIVEL sc4tz
7110100
IEL FE C �at -rzc. EASrERM METAL SUPPI y mp I
ca�
Tz-
M
?VA
NIA
12"
To'
1
12"
TV
WA
f2'
MIA
12'
to'
T2-
12'
T2,
WA
TZ'
WA
TZ,
to'
12.
56-0. -76-a
Y-2'
WA
f2'
MIA
r2'
lu,
r2'
f2'
12'
WA
f2.
AIA
12'
7'
12,
72'
12,
WA
12"
NIA
T20
tVA
12"
NIA
12'
PV
A
12*
FIA
tV1.
WA
NIA
- Apu"
-
. Lr.x
wzj��
DEWW LM
nvpn��
: 1�
RM to �&w
Tv cavawr
to
To MwErc 10
IA
F2- WA
12-
7'
12. 12-
1�?
WA
12- MIA
12-
71
12' t2-
12"
WA
T2' NIA
7-
12- t2"
+66.0o -70.0
12-
X/A
t2l PIA
'1
12.
7'
12, 12'
12'
WA
f2' MIA
12-
4-
12-
lz*
WA
12' I(IA
- to,
WA
12- WA
WA
Tz. WA
NIA
WA
WA KIA
12-1 12, I(IA
12, 12'
77" NIA
12' 12'
12
NIA
2
A
A
A
F2.
12' NIA
12' T2-
t(
T2' 41A
12 12"
tV
A
L
4�x ,
12- WA
12' WA
WA FIA
&4� ANDY= Sl�,
MM-m
vmwmc IV
F2 WA rz,
12- rz. rz.
12. WA '12 .
12- 12' tz.
f2' WA I.Z.
tz' f2' tz'
12, WA 12'
12" r2'
12" WA f2
12' S. IV
17- I(IA f2"
12' IVA tz'
12� WA it'
PVA 4/A 12-
I
am To�
PAAEUCETE ftM
co� TO Lv� tv M uk;a�'
To
Lv� v (a)
Iz' MIA
72'
MIA
TZ,
rz. 12'
rz'
AVA
r Imp)
12,
f2'
12'
lz*
MIA
r2l
IVA
T2'
f2' 12-
12.
NIA
72-
12'
2 (parroui
MIA
rz,
4/A
F2'
i (rop)
12- tz'
YZ*
T2.
72'
f2' MIA
f2-
12'
(RcTmr,
f2' 12-
VA
12'
WA
4 (70p) 6�9' OR LESY
T2.
1z.
T2'
t2 -
(DO17001
t2" MIA
12-
IVA
12'
T2 9
72,
JVIA
5 (70P)
12,
10,
(w
(w
r2' NIA
-
12-
MIA
TZ,
6 clop)
12" K/A
12-
MIA
f2'
AVA
5 (BoTw
[Z' WA
-
12'
IVA
rz.
MIA
7
12' . 12w
12'
12"
Y2'
12-
&
07.
am wawN
......
PO*S�
ARZN��
AP� r
51
12-
1 -
NIA
I
12'
0.
T2 .
a"
rz,
MIA
12.
PVA
72-
to'
T2-
to,
IV
IVA
12�
PVA
TZ,
10,
12.
9.
IVA
12.
T2-
10'
1.2.
72-
�'A
f2-
KIA
%rz.
6.
12'
4'
12.
MIA
12.
12
WA
_12'
f2'
6-
12'
-ki
Sr�`M Jr & -' KV�l PAla
ANr mUMU= LOM L. (n)
To �1�
WA
I (MP)
To'
MIA
2 (top)
to'
z porw
,AVA
i (wp)
to-
(BOTW
4 (top) r--6, To ir-6
10,
4 (90noo
K/A
5 (vp)
5 (sonw
6
6 (BOT?p
NW114
7 (�TopllAVO
6.
8 0
"MAXIMUM ANCHOR SPACINGS ARE VALID FOR J 112' EDGE DI-STAN(
FOR E D- LESS TH4N 3 112' REDUCE ANCHOR SPACING Hr
F UUL77PL�7N6 SPACING SHOWN ON SC
ACTORS. (NOTE Ult, HEDULE By THE FOLLOWING.
. E 0- FOR GAI.K-11V
FOR THIS OPERA77ON To RE pOSIBLE. ANCHORS IS 2 1/27.
USING FACTOR ShNtL NOT BE LESS ' REDUCED SPACING OBTAINED
INDICATED FOR EACH ANCHOR TypE TH" UINIUUM SPACING
AT ANCHORS LECaVo.
FACTOR
ACTUAL E j?. 7-APCOMI
- SS4 CALK -IN RED HO. SLEEVE
NEL 7-ES
3. .86 .75 1.00
2 112 .71, .50 1.00
2- .50
A 'S LEGEND
ANCHORS ANCHOR
"IN.
AN
"I
C HOR
TYPE SPtACING
7-APCONIPANELMA j 0
CRETE FaT EDXr J.00
CALK-1&� - -2.5'
3/8* IR�EO. W. 4 5 - .
DYNA&oLr WsLEEVE 4,50-
'SEE NOTES ON SHEETS 8 & .9 OF 9
FOR ANCHORS npE' & ScACjNC FOR
fffSXAUA7lL7AS INTO WOOD R?WE BUILDINGS
L E E C 0-.
APPROVEDASCOMPLYINGYWMTHE
SOUTH FLORIDA BUILDING CObE
DATE (q 0 -7 /
f � - --LZA-
PRODUCT COftOL DPASION '
BUILDING CODE COMPLIANCE OFFICE
�ACCEPTANCE NOOD jQj q
e.
AILWI DADE COUNTY
24 CAGE G4LVANIZED 0ERTM AS sffow
- STEEL STORM PANELS SCALF
7110100
.EASrERM IdEl-AL SUPPL Y, In DA tr
- 2.A� A.. scu'w
-�13.11pl
cy,'A ,
11 7-r ----------
h- HEADER
2.)25- 1
(D. PANEL
0 -1: A,(Gx. -U" BUILD OUT
J/r - 7
ANCHCV29 (Sfr SCHEDIXE)
COI�VE AWHORS (Sa SCtLDLli)
STORY PAHEL TYPICAL ELEVATIOM
X T. x
Z14� �x Vr �x CAP�j
�-. z K�� i5l
SECTJOH A
-T" TRA
�: J,� - -
m
P-119' (MlA4 �OJH�
F-f--�6 ON- (EFFECT&C ?WIN)
r-
R 125'
.075'
T�
HEADER
310- - r
- �—Z;25---�
(9 HALF PANEL
S�: J/r - r
R.250�
��-F I -L- R.20T
125'
1.50
T—
Ll 11 -
�T
nAL R.
(2) R�VERSED -F-' ANGLE TRACK
�: J/� - I'
7.M a SF
ON S
MT,kq. Y
Lilcr -i
-T
STUDDED?ANGLE
SCALF: 51r, - r
CENCRAL NOTES
5� PAYR W WDY DC=�CD " Acccpa�r � iw oxc
OF T�c soum flolbOk &�)c
r
��VZiDSLENCV.S Sh�U W OM�� AS prR =T� 6 0' A&CC 7�5. mW r a mp.A.
A�EL"� fW �ACT AND FATX�W RCS�n,,hrX jW 8M� yrW" W
Z315 � 2J14 ��CCr�� A8OVr ANT)O,,, CCVC A,
c,z Ac� lon.01-9&
AL A� SCU krj>t A�S S� �2-^32 �4-HJ4 ALI,
AL �w �VSIOKS SAL &C 6�-m ALO� U�as ortcx�r
XL 50?CNS TO DE xi CR j,6 SMU
N DOCTS 70 RE 2024-Ti AtW� &tOX rI4%,jWD OR 5TNhLM S
Mao P�. TEM MrH X ld A�W
mchcAs IV XAL lwa BE AS rmows. (041'ss 0
70 D=AIC FOMED OOhrRrX- rpcftmsc norm)
U�XARCD Sr J.r.W. RQd3TT , Lj� &'srs.
A�� (&�*A -W—). AS � .-r,,, OCR�r�_
AXXW� AS "��ICTL�CD aW ��, I,
C44X-W A%O�M 0, -LCO _" A r�.
mr A� PLLG �p� �, aco ,�Otj
PCLACD OO�CrC tr f J14'; Z�
.3/dr. & 41CO A�rry IS I 11r. A10 fW 0" W-� A�,On IS
�-N AK�� S�
Djft01� �V VLCCO .. .5cpCQ�% E�W� � hr poLMD c,,c
.,-,r
114- 0-20 S070a LMM &KILL ac I
AIMA&V foR WALLS 741H W ST... rlr LQW A�� SAICOD DZT AM f-
AJ) N cjsr Imr prtm-Sr SM�l
, PR(rx,, cc�,,&r PMZLS� W ,
DZ7�W WU CW n'OC�% -�W &KILL Of LO� aV-C� 1, �""S 8C f"� OV Dec
ASOMOLYCETLW ao�o SWH PAVD-'L AArWCA-CC SKILL BC A� An" 7w �
(B) TO MsTpc cayour mo� mqL �� OV MTES A 1) A Al).
0 JAPOON A%0110� AS u%��n�m � Lr.w. a,,,cr 0, ac, m�mm.
R- 1.25'
rso� AS ml�g?MICV Ir
kW ZWIC XLENAhCYCOZY AS MW-lr�TLWED 9Y MV �n pCW MW�W
71a- Rot CALK-W Mt"� OR aOO -PANEW4TE' AS UVArl-TLVlo
:0 RW aw Co. vo aco AomRrx )ZOPECThnr.
NO=.
LLI) mm�LW CLWDM:?,r ar T� -cqons� &� Z� Atm. aco AvAa�ur�;� � w-
Gqp' NTO 7JC OaVC�M M�X Wr SKILL BE 1 1/,r.
7/7r P� �X-- BC CNTDar CXSO�o NM 7,� MyO%W MOCX
�tI4-- �� Bc POb�ra
xILts mm 1 112- LOW UW,,,, &�"
aJ9 w CSE TH�T PREC� STaW OR PRECASr CaWWT PAU25 &C fovv��
.3- ANGLE BUILD OUT BRA CKE
WLL. Ncto� SKILL Bc Lo� oc� 70 �� w
PAMELS. APChURACE -WLL RC AS MC4MD 0" )00 ync ILI&
7rS N & 1) & &7) AGME SLOI
(c) AACNORS -WILL OC P67AUM
Or 7w AlcmR's "VolvAcas?m rOLZO� Al � ThC RCCOV-V�naS
7.
PA-AUS LAY ASO Bf pa-pVjID 4OWOWALy FOUO*M
F mw A ll� 2 & a � 8) V�r 7mr "Dwn hSTALLAnON OffAU , ow Ow sccnoms
4 -WILL �T L�F
&
ff S�u vc � RupoNmxmr a- nic CaWRAcrm TO W� w sowo�pt- 7�c SmLc�c
W�W �rN IS YO lb� AM04CD 7D W,,,r p�o?
74
.374'
'3
AW>og y� S,07�.Vp
ArTAagD ro CaVCWM 9LOCK an MXD nZ," 9"LDWCS ACr �,L CWLY W
.1 Y.
sminEe m"AcwRom LA6tj SKILL DC PLACED AT 9OrMM Cil CACh
LAM SftIll RCV AS fVU�2
LAtr WD" Flw�
DIX Omwrr P�r compkm Appft�
t88
IT_
x9jr
PRODUCT Y)v ENVED
25.
ACCEPTANCENmOO—o6o? -C)
F" TRACK ANGLE
Ir 125-
EXM-�TJCIN DATE 0 APPROVED -AS C'
07 7-003 OMPLYIGG VI'Til Tll�
1 7— SMITH FLOMDA "I'll
DETAIL 1: s7uD W/ vt7Nc Hur
BY GO IE
CONTROLDI SION oB ,qj3
BURDING CODE CoMwp CEOFn E UY
L
,1�7
PROW; O;,T ', 0 '
OURMIX, CODE COWL Ul-FIC
L ACCEPINICE NO.9-9 -0& '1 - I
T
2" x 5" (Max.) x .125" ANGL
�: 41r - I'
c-
a�-_p I -�N
It k-NOR&ERV00 COMPANY
=13 AK J..' Z17.
WALM? A 77LUr Jr. P. C.
DADE COUNTY
0.050" BERTHA STORM PANEL AS St�
SCALC
717198
EASTERN METAL SUPPLY, INC DATE
500 2j� A- swm
YOM. . a J�t-J247 98 - 172
ATAWNO H.
A
qOmcRrTE
ANC11ORS
(SEr SCHECULL)
POURED
CONCRETE
REOUIRED —
Lj
__ '_ SEE S "ET`ULE'_
FOR MINICIJUM
SEPARATION -S- To
GLASS OF WINDOW
OR S G. D.
POURED
CONCRETE.:
OR CVNC�?ETE
BL OCKWU
REOUIRED
CONCRETE."ANCHORS
(SEE 50�EDULEI
POURED
CONCRETE
OR CONCRETE
BLOCK WALL
REOUIRED
I
SECTION o mmoR
-7
CONCRETC A*CHCRS
(SEE SCUCOULL) __
POURED
COWRETE
;?EOUZREV--\
tj
Ll
L4
POURED
CONCRETE, POURED
OR CONCRETE - CONCRETE
OR COWRE7E
BLOCK WALL 3.
REOUIRED 41 . . BLOCK WALL
is- C�n t. REOUIRED
C'&W6RETF ANCHORS
(StEr SCHf TlJl_r)
WALL -MOUNTING INS TALLA TION
CO&;CpfTE ANCHORS
(scr S.CHCDuLQ
POURED
CONCRETE
REDUARED
L2 c.t.
FOR )Ijmmuv
SEPARATION -S' To
c
20 4'
4
1 37- wfl'c Nur 0
I� 0. C.
SECTION 2 SCALE : .316'
_T
Y4: W70 xW1
14 y
7/6' x -TlJr C.
WNG NUT 0
12, 0. C
-7
_c9) Con[
SECTIO14 0 STUO
WALL MOUNTING INSTALLATION
SECTION I -SCALE : J/8'
bVff ; DETAIL OF 5EC770H & STUD VAUD ALSO FOR
WALL JlOUN77NG INSTALLATION - 5CCMN 2 (TOP)
E a - EDGE DISTANCE
(SEE SCHEDULE ON
6 Or 8)
I
FOR Llin. SEPARAMW 'S.TO
CLASS OF W�%WW OR S. G.
4'
LZTs'?_V207;i�1,
J1J2_ W04G NUT 0
12' 0. C. —
CML
/Z v
CONCRE717 ANCHMS Bum
(SEE SCHEDULE)
BUILD OUT INSTALLATION
,�ECTIOIV` J &CQE : 3/,9- - I'
NOTE FOR CO.V61HATION Or SECTIONS :
WALVFLOOVCEILING YOWMAIC SECTIONS C4N BE
COMBINED IN ANY WAY TO SUIT ANY IIVSTALLA77ON
/___(DC. . ftL
CONL7RITE �X'hvRs
(SEE SC)fCDULE)
POURED
CONCRETF
RECUfRED
CONCRETE
OR CDOCRETE
BLOCK )y"LL
REOURTED
CONCRETE AVCHOR5
(SEE SCHEDULE)
I
C.M.
FOR A4,,. SEPARATION 'S' To
CLASS LIP WNDOW OR S G_
L�W-20 x,�14-
wl 7/ x
i WING Hur o
t��20. r_
I
- 0-20 U. &
HUr 0 12' 0. C
BUILD OUT INSTALLATION
SECTION 4
PRODUCTRENEWED
Accz"AWE N�_00 - o 6 o 7- - c3
E�&RAMN JDATF 0 7_00
, ��Loo
By��
0 UN�� OLDWIS10,14
MILDING CODE CoMpLIANCE OMCE
IWEC 0 INC.
JT rMTwo a ojap4ErAv#c CO,
WAL TER A r�ff jr p. r
FLORIDA L;-- 1 �167
SCALE: J16r - I'
APPROVED AS COMPLYMM Y?;Tll Tll(
SOUTH FLOR10A BUiLDING CODE
BY 4&161_LA�17_1 J/1-4vL_�-A
. 0
Him - . OlV!s'ON
BUILDIMG CODE COMPUANCL OF119L
4CCEPTAIXF t4OTLQol_l _- Lo
DADE COUNTY
0,050" BERTHA STORIV A.7 SHOWN
PANEL SCALE
717198
EASTEPH METAL SUPPLY, INC DA rr
n '�dl-�47 98 — 172
DRARWO H.
1�1 I �' .
I
C PANEL
UT
�_rN"� @ \_
2_ � 4' 1 .125-
J105-H14 OR 606J-T6 ALLor
Co�t. Alm. ANCLE —
POURED CONCRETE
OR
CONCRETE 6LOCK WtL
REOURF0
I' Alin.
-V
CONCRETE ANCHORS
0 12� 0- C.
-j
CASF A(Plc7n)
SCALE. 114-
2' x 3- x -093' 3105 H-14 OR -
6063-T6 ALLOY Co�L Af.m_ WICLE
*7)'H ANCHORS 0 12' 0. C.
CASE D (Plon)
SCALE 114' = I-
POURED CvyvCRcrE
OR
R CONC)4�1�- BLOCK WALL
COLARED
",WES
mo�.
OR
POWED CQNCRETr%��
CaWRE-IF SLOCk,
REOURED
-K
cotcRuc ANCHOas
ORW
2.500, xm
2.
F 2Un
0 T,— 0. c.
90' < t 05-
2 OROJ OR
I OX
1.000
OR OR OR
2'
OR
x 2' x .0,55- To
Z' � S' 1 .065- Cont,
Num. ANCLC OR
"ZTO�,4T LEO
ALTS?MTE LEO LOCAnON1
.080' Jla5-HI54 sjaT
4
Bar
0 2r 0. C.
4' x .072-
J105-H;4 OR 6063-r6 ALLOr
METAL Abm. BENT PLATE
LA
W/.Acmw
CbnL N.. APCLE
CASE B (Plan)
CASE C (Plc7n)
SCALE.
114-
SCALE. f14-
END CLOSURES DETAILS
MAXIMUM DESTGN PRESSURE -RATiTNG W (P.s.f) AND
CORRESPONDJING
MAX7MUM PANEL LENGTH "L" sC'�'UEDULE
POURED CONCRor
OR
CONCRETE BLOCK WALL
REOUIRED
ALkrAILIM DE-VG?l
PANEL LDCry
PRESSURE RA77NG
L (M)
W (P.,.r.)
(SnE, smmvs)
+65.0. -77.0
8'�- G' oR LESS
_ 0
+65.0, -7ZO
>8'-U' TO qoo-
�62.0, -7J-J
1 0. C
>_Q�O' TO 101-ccr,
>Q�O. To
PRODUCT RENEWED
ACCEPTANCE No. Q 0 — C) � C) 2. - () 4-
EXPIRATIONDATE: 08L07 /Z,,
13Y 4a,
?RoD'ffeT CONTROL DIVISION
BL9LDING CODE COMPLIANCE OFFTCE
I
AP
Wa
W'� SDIARAZTaV
SE ==/
TO GZASS
ANY TION
�F
7=
2 114'
'I
1 THRU 8
I V16--
I 7HRu a
M
J 716-
2. 6. 7 & a
APPROVED AS COMPLYMIG %V;TH THE
SOUTH FL RIDA BU!LD:NG CODE
DAT 06��
BY
PRODUCT COH RO: Oiv:.s L)"l
BURNNG CODE CO;'l"PL:Af.Q OFfICE
AMC Alicll
.
0.050" BERTHA STORY PANEL
EASTERN METAL suppLy, /Nc
DADE COUNry
AS Snowm
SCALE
Ty
DATt
C011AN'r
H'Al TER A 77LLfT Jr. P. r
98 - 172
DRA*780 H�
MA-AWUlf DESIGN PRESSEIRE RATING "W' (P.S.f.). AND CORRESPONDING MAYJVUM ANCHOR
SPAClNG SCHEDULE FOR TNSTALLATjojy.S INTO C014CRETE AND C.B.S. STJ?UCTURES
E. D. = EDGE oysrANCE
mAXfuUA4
DESIGN LOAD
w (P.S.I.)
U4XI"UAI ANCHORS SPACIHC FOR El 0 - 3 )12-
APPLICABLE To
SECT)ONS
ANY COA48f?qArON
OF THEY
94.XIMU9 PANEL
LENGTH _L'
TAPCONS
TO CONCRETE _F0 AIASOURrTO
RAWL ZAUAC XVLfN
CONCRETE' To VASONRY
RAK CALK-W
1-0 -CCNCRgE TO MASONRY
cr W-GRIP
CONCRETE 170MASONRY
PA&92JZATF_9
To (��NaqETE TO UASONRY
MIA
NIA
MIA
5-
NIA
i I/Z-
MIA
I (TOP)
+55.0, -65.0
12'
to-
12'
12"
12'
6"
it-
IIA
71'
I (BOTTOW)
9'-0" OR LESS
12-
12-
MIA
8'
12,
72'
NIA
to-
12-
12'
NIA
12'
72-
12-
NIA
6'
17-
2 (TOP)
2 (BOTTOAW)
12-'.
HIA
12"
141A
12-
MIA
72-
NIA
11'
NIA
It-
J (TOP)
8-
12'
10-
12'
17"
12-
6'
It-
i (BOTTOW)
197-
N/A
12'
NIA
12'
NIA
12'
NIA
11'
NIA
4 (TOP)
12',
a.
12'
to'
12-
12'
12-
8'
11'
it-
NIA
4 (&OTTOV)
72-.
NIA
12-
MIA
12-
MIA
72
NIA
11,
5 (TOP)
12-
a-
72,
to-
12'
12-
12-
6-
It-
5 (BOTTOM)
11
NZ�
7 112-
NIA
12-
NIA
8 112-
141A
6-
NIA
6 (TOP1807TOM)
L
.10"
NZA,
JY16
6 112-
NIA
HIA
NIA
to 712'
12-
MIA
12'
7-
12-
NIA
5-
5-
'NIA
6"
7 (TOPI BOTTOM)
8 Irropleonou)
6
lv/�
6-
NIA
6-
NIA
6'
MIA
_6
6"
MIA
2 (TOP)
6
6
5-
6'
6-
6-
6-
6"
6-
2 (8077-ON)
+55.0, -55.0
5-
-
NIA
MIA
6-
5 712-
NIA
NIA
6-
6-
N
NIA
6'
6-
MIA
IVIA
---
5 117-
4 112-
IVIA
H/A
9�0- To lo.-o-
6 (TOP1807TOM)
7 (TOPIBOTTOw)
NIA
MIA
NIA
NIA
6-
6'
6'
6'
6'
(T T
�OP1907 0M)
SEE SHEET 7 & 8 OF 8 FOR ANCHORS TrPE & SPACING FOR
INSTALLA77ONS INTO *000 f7?AWE WILDIWS
YAX'"UA4 ANCHOR SPACINGS ARE VALID FOR J 1/2- EDGE DISTANCE
FOR E. D. LESS THAN J 1/2", REDUCE ANCHOR SPACING By
14UMP07MG SPACINGS SWIM ON SCHEDULE By THE FOLLOWmG
FACIORS. (Mn. E: 0. FOR RAWL CALK-W ANCHORS & aCo
PANELMATE IS 2 1/2-).
ACIUAL E. D.
FACrOR
TAPC0W/ZW4C WMI
PmLLWlFs
RAK CALK-4H
cr W-mp
X
.86
.75
1.00
2 7/2-
.71
.50
.80
50
PRODUCT RENEWED
ACCErrANCE ]`�' 0 0 - 06o-L- ou-
EemAmN D.kTE08b7/?_-0,T
T, 7-
13Y --2
PROMeTCONTPOLDIMION
BUILE-DING CODE COMPLLANCE O-�nCE
Iz 1; ;��
1�1 E7#QWMqWG COA;F�_
M, 211.
9?f2 WAF�A nflff./I P F
Al'FriOVED AS COMPLYING IvrIll TIIE
'Oull, 11 BUILDING r'OnE
.1111,61,. q
/kZi
BY
pp'_
CODE CO,%',['L:AXCC OFFICE
0,050" BERTHA STORV pANEL
EASTERH METAL SUPPLY, INC
DADE COUNTY
AS sh0m
scur
71'7196
VArr
98 — 172
DRAXWO �.
I
MAA7MUM DESJGN PRESSURE RATING "W' (p.S.f.) AND CORRESpOjVDjJVG MAX7YUM ANCHOR
SPACLVG SCHEDULE FOR JNSTALLATjONS
INTO CONCRETE AND C-B.S. STRUCTM?FS
E r- 0.
= EDGE DISTANCE
MAXIMUM
DESIGN LOAD
W (P-0
+65.0, -77.0
TAPCDN3
—ro-7M—,
CRETE
5'
12",
12
SONRY
To —"
NIA
7
MIA
RAMT Z�c
TO CO3yCREIT
if'
if-
ANCHORS
mvLw
To AlASOmRy
NIA
tr
NIA
-PACWG
P�hz
To CONCRETE
6'
12-
72-
FOR E 0.
CALK-w
To AASONRY
MIA
10'
MIA
'V/
3 IIZ
CF JAP-CRIP
To CONCRETE
3 112-
12-
72
TO MA
MIA
6 112-
NIA
APPLICABLE To
ScCwHS
ANY COMBAIAMN
Or MEW
I (TOP)
1 (BOTTOM)
2 (TOP)
WAXIMUM PAN41
L&nTH -L- (ti.)
9'-0' OR LESS
PAND-IdA7ES
To CONCRETE
2 IIZ-
9 112-
---
9 112-
TO MSONhT
MIA
-Q 112-
V/A
12'
12-
77
NIA
7'
If-
5r,
NIA
8-
72-
12'
12-
10-
NIA
10"
12"
12-
12-
5 112-
NIA
6 712-
9 112-
9 112-
—
2 (BOTTOW)
9 112-
NIA
3 (TOP)
9 112-
9 112-
J (60770,W)
12'
MIA
if-
141A
12-
NIA
12'
MIA
9 712-
MIA
4 (TOP)
12"
----
12
7'
MIA
if-
MIA
12"
12'
10'
M/A
12'
12-
6 112-
MIA
9 1/2-
9 112-
4 (BOTT0,W)
9 I/z-
NIA
5 (TOP)
12'
5 112'
9 712-
6 112-
12'
10-
5'
7 1/2-
7 112-
5 (BOTTOM)
9 112'
MIA
6 112-
NIA
10-
MIA
7-
NIA
5-
MIA
—
6 (TOP18orTou)
8 112'
N14
5 112-
NIA
8 71.2-
MIA
6'
NIA
4 ll�r
MIA
7 (rOPIBOTTOw)
MIA
NIA
NIA
12-
6-,
12-
6'
6'
6'
8 (TOPIBOTTom)
462.0, -7J.3
A
6'
NIA
6-
6-
MIA
6-
6-
5-
NIA
5-
6'
6'
MIA
2 (TOP)
9�0- TO JO--O-
6'
2 (BOTTON)
--N
A I/A
NIA
5-
NIA
JVIA
6-
6'
MIA
MIA
6--
5 '12'
NIA
NIA
5-
4'
NIA
6 (TOPIBOITOU)
NIA
7 (TOPIBOTrou)
4
N A
N A
N A
6"
6"
6-
6
8 CTOPIBOTTOV)
SEE SHEET 7 &'B OF 8 FOR ANCHORS ME & SPACING FOR
INSTALLATIONS 1140 WOOD FRAUE BUILD#�GS.
MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/7' EDGE DISTANCE.
FOR E D. LESS I7Y4H J 712', REDUCE ANCHOR SPACING By
MUL77PLWNG SPACINGS SHOKW ON SCHEDULE By THE FOLLOWING
FACTORS. (Alin. E 0. FOR RAWL CALK -IN ANCHORS & ELCO
PAN&UATE IS 2 112-).
ACTUAL E, D.
FACTOR
I`4PCCW/ZN44C 9WN/
PMOWATES
RAht CALK�N
Cr r�-CRP
.86
.75
1.00
2 112-
.71
.50
.80
2'
.50
PRODUCT RENEWED
ACCEPTANCE 1\,m 00 — 0 (
.7 OZ. 0
b 0
EX?MATION DATE 0 6
SL71zooy
By4ZO, �11107L DIIJTVVI�SQIO�v
E"LDING CODE COMPLIANCE OFFCE
-11L ECO,mc.0
�- � M..
, : A�, 7,
APMOVED AS COMPLYMC WITII TIIE
SOUTII FL.�VDA DUILOpIG CODE
qQ,
PfloDucT COXI IV D:v " 0,
OUILDIXG CODE cohll,l.- C n
,,N.F Nil
ICCIPIANCE 140 qo�l - I
DADE COUNTY
0.050" BERTHA sToRm pA AS -QY--nN
NEL SCALE
717196
EASTERN MEW SUPPLY, INC
�W 2�d A-. �
wa�, Ft. �7-�47
17
IUGI�-NWUE) 111� METRUM W "HHUTER
- Lvu)�uvj
Jon' is w co: lea
Nfl�M-Ifl
RAONIMU
5915904790
I
MAN I
A Ik
F, UUIIUUI
F. I
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