1883 Beach Ave GQWM AA07M
15.12'VVTAL *MTN) S.154'(TOM MTH) 1. Sraft PANa SWOR ON DO AVOWCr EWWArM 00adW(REA)i"KM MWM FOR
—12.000-a7FEMV WIN) &ow-(ffFrcnw mr.4) C""W li ACCON"KE WFH BE ZWI WON OF PC FLOMM AdD"CWC DOWN WO LaW
AT APFW4ftX(rjQ ROM=By IW AAROMW WOW=WN AVAM*lLL UE 104TILLM AM FOR A VM0n"uW FACM
r— —I NOLL ff MM30"At POP SWW INS W THE ANOW MUn"NO CODE FOR A OW WW WW AS
1. 00' Rd-a^W ACCQMVKL�WIN AVW 7-W=NaM
?", 1.5m, 1.500' 4.473' 1.5m,
4.475' 4.475*
SMW MMIS AV=v4r mR mwr Aw FAMW Raw^v"im sm wew=w AccaqaVKE wm
=WM ISMI.4 W MAW MWWM CC"AS PO An Rover/oumm-ov,
--L7
A aW S&VA SMW PAM SWL At WRUM USM"PL45=LDm 103 Pc RM
Olatow"Tv WIN PC Fva�mhwm pRwfnm
Alappm MST ffia�
.091, 7 ow 7 N AOXW-
speom 05twry AM DARZ f.=G/cc
MMT FLOW MIE AM 01230 ".2-&m 0/10
ca%%Unw momts AM aW 34&000 P..4
nmdm mw" AM OM =,660 P.S.I.
IA CLEAR H" PA cowpomm snw4w AM OW 12.5W p4.1
nVILM S7XUCW AT"m AMW OM 12.6W ts�L
WAKE WnD siffluim AMU oam am
SWA9 SYROM AM 07J2 L
iao* Agmo-
4 NORM go 0 Isil Ws ASW 02M 17.7 FT-W"
7,t .190
L
V
AIL
+ k SUAW 44yr FUN==
J74* 0 ko*/.4u0 AT a0W'
HDr 0 N4 ASW OW
A" fAr "F
a ALL ALLMW WMdOW SWA ME ALVW"ASM"WN fftl--TS ALLOT A TEAM
.130,
1� I ALM"TE 4. ALL S*%W 116 W MUM SM W4 OR 310 901"
I av L=WN -Z/LEG L004MM ODE?$M W =4-r4 AL&WMW ALLOY,'04LWVAM CR SW"MI SrW. WH 30 iml JM.
IN
foo
. I "W PW.
& AAOM W OLL JWU W AS MLOW
- m DWW paw ow4mm
2.010' 0 OMM ANCNWW MVA#WRM RY LT.W.&AM
t14
Ll000 —i
=m"gjjVX-&AiCHM oN aco m.A,&/*." %vAmmTr uqA#%crumm By
AND ILCO Mfn?M REM=Mr.
No=
1)MMM aNOMW WM:[YAW COMWX Of r4ftVN AMCMM 6 f 314'AM Mill
(2) 50 ANME &M OUT a. vF-m rRACK ANGLE REVERSED -F- A CAD AVMLANfEr ff 1 3,0*.
AS)W 0",*AN==VOLL W ENRMY SWOMM WM IW POUPW CWMM
SWV 44*- 1* JA' sms:3/r-f*
M4 OF 0 TRA nu 40 adgaboff wm smw&W"AV Fead"m
�X I-W XWA. ur go
xu. ",- I, .
AJ)W&W OW RN PREOW 00 PAMW SE FOLOW GN
TW VW7W WILL 00 n=t AMW= m Rmcm TIC AM&
WrAlm w"sum AffiVA" MOMS A.1)
.0di,
*"AWW
.0", .025'
(NJ w vwm mvmww&=W".
Amm M IAWNAR"Z 114-0 WMW MCWW MWOXCRAS Or rx NL=
sm aw1,m)Ewwy&ny.
M ANAE
COWRVr ANCHOW(W SCHEDUU) 3. a 12*ac Nam
np
A I)WA&W DOMiNNT OF WOW ANCM105 Aw aca Av*um7u wo rw
ar coamm am wr swu w 1 1/4.
om I
r ffHMKy wu aE paimm
=Mel:4�14 snA=sn"Wo WW FW oatCft'Tr
' TIT17 r-1 7-iTIT 7 1-1 7 1-n IL ll�ffi SMW UAD M*LL K 1 1/2-LOW WMIAW WMW SWWO OW,
fl wam m WAS ww fm STLCM
IN&W Mr RMW=W G*MMW CMKWM PMIW Or MVW W THE
VERM WiLL,AMM PULL ME LONG UOUGH W ROCH TW U4W SnKCIW
AVM ACH AM&AN"ka SMI W AS 94M70 ON MOMS W&1)A
MIMI WALL 1,73'"MO.632 As)AWK
(0) AACh=VWA Of MAURO FVUX*=ALL OF ME ft-CO4497AWWd AW
ANGLE WIM SAWWOW OF IW AW90n M4NL*xcn#vm
WOES AMC
f. -LE MAI S 7. pwm im AM BE OAMUJW HDARMALY FCUOMW WMAWN OCNIS"M ON SECTXW I Mpu A
w
DETAIL 1: 37W w off aw Ax we"I. 94W 2 OF L
MCM MAIM MW NO & SMM ftift SHAU W ROOM AFM TW KWMW AW SW"W snwp Am Pmopmr isumwAn
a ff W" W AEM-GAIMILIfY Or IW CCNTX4CMR to vOmy yw sacwhm m,rw syRLcnwE mom
WITER N 708wr ATWIMW M INSAW MMAV AWHOMM
14L TIC WMAW COMMM 6 TO SKIVULK ALL&WM CaMPOWNT W=WAVH RIWM Mf
WKWA00 C&OCr WIN IW MALCM M Pft-Wff KW44W WMUMM OWLK AND SEAL AW07 M4=ALL
ARCLNI FULL L9MM
ff. $WW PNK&WILLAIM ON' COMPLY WITH SPM PWA?W IN IM DAMW PLUS ANY NIALaW AND
ZVMW WMAIWW FWMM Er IW ANNIM"MY WdW POW 4 APPENM M
TIM P to,PROW=Or TW VMW 0 VDWM AAC OW NOT PffMW OMWWN MM A 3W
&.#MID=L&Wdow lw sn C=Nnm almw FRW lW px-a
th)CONIffiff0l TO ff NE"aftf MR IW SEMWK AMQHW AND MMLATIN MaLOW WE gqm OF W
PROD=KW ON 110 PXA PMWW WISW OM NOT DEWIr FW(W IW CONWO&
ft., MUM ON im
00CUMV7.CONSORCM 34FM AT SW AW TW CONTASCrO"REPONSWLfff.
OPTIOML
W M P."WL ff C&MUSTO"WO AF AMTO Or Affr JZM
t Mk Or
4p (d)$ff MWIC AMEM&'WL SE MWWW Br A FLdWU MWUMPW OMAM OR AftWfWT MAW MLL
KMW W DOM W MOM(&a&)=TW PH"=AW WHO WU W NEVOdW MR W PROM UX
HOLE WA
KEY HOLE AT PA
V:Zr W MC AC%" WN M,TW P.Fa VW44M"LL.VXW M
WaM MnM
ift. it.. .110-MW AMM ALLOr =A
Aft uh =4LE JfV,*
IM PZA SWU#W TmE a4TE AND ORMNAL sm wmnm or rw mwvwwf%�ffwmp or Room
STORM PANEL TYPICAL ELEVATION T AWPAVW ff.
A K I
AS
SHO*W
PANEL
114 M" GAP CLEAR BERTHA STORM SCALE
COMPOMEN t.
JAI02
EASTERN NEIAL SUPPLY, INC VA TE
SECTION A-A
42M *EST AaWS DRIW
RM&A WACH, FL M407 02-057
m r A TWO fmma rwwrkwa comAwr
sw ra.=;? Nit mi"No w
-00007fg
1 M A.I
WAL MR A. M.Lff Jr. P. e &
4 SHEET I Or 4
FLORIDA LAL 1 167 -+-:-.-
K
CR OF AT
LANTIC BEACH
BUILDING OFFICE
JUN 2 12005
By.
POURED COW
"S"LOCK
OR CONCRETE
WALL REOVIRED.
R SPA CING CUT PANEL VARIES
-h OR 4
OR 3
PAANa ,
VOR ONSTALLA to
CONCRETE ANCHORS OR
0 12' OR 5 OR 6
Alr-qM SPACINGS '3*AL)
wm. pma u-Nm POURED CONCRETE
wcwiy I (TO
wx OR CONCRETE BLOCK
.093'CLFAR LE*W 4 (90TTOM) SECTION 4(116P) 2'x 4"x .125' wALL REQUIRED.-N
L 00 Fl) 7
smw PANEL 3105-1114 OR
2.500'
60sj-76 ALLOY min.
12' Ca"j. Ajurm ANGLE.
7'
+2e.o, -2&0 lo'-O'
7' 12' 18, VARIES 2'
+28,0, -30.0 9
cAs-E LLp_i_qpJ M42M.
SCALE. 114'
is'
12'
+30-o. -35.0 7'
4" 4' .072*
+J5.0. -40.0 8'-4 7' 12* 18' POURED CONCRETE 2' jlo-H14 OR
6OW-T6 ALLOY
OR CoNak-m BLOCK 14' BM�W-
1 a c. Cant Alum. ANGLF-
WALL 024
7' 12' le, 2.500' W1 ACKNUr
+40.0. -4.5.0 7'-Il* 1
Aga.
2. B (Plan
12' le, CASE
7'-d 7' CONCRETE
+45.0, -50.0
12'ac.
SCALE: 114' - I*
7' 12' 18*
7-2'
+50.0, -no
1,000 POURED CONCRETE
IALTEwrc LEG LOCATION OR
+55.a -60.0 61-10, 7' 12' fa,
Min.
le, 2' 2' 0-55,TO V
7 12' t
+do-o, -65.0 2-- 5-- Ow-Cant.
AWm. ANGLE OR RED ID
18, ow,JIOS-HI54 SH&Er
+65.0, -70.0 V-3' 7' 12' a7AL Alum. 99(T PLATE
+70.0. -75.0 51-10* 7' 12' Is, x &0, DISTANCE
12' Is,
7'
+75.0, -80.0 5'-6-
7' 12^ 18,
+80.a -85.0 5'-2- —CA_S_E_C_LP"an
SCALE.
12' 18*
7'
+no, -gao 4'-Il*
E (PI n)
7' 12* 18* 2'x j"r 093*3105 H-14 OR CASE
+_90.0, -95.0 4-8' sD6J-T5 ALLOY Cant Afwm ANGLE
SCALE. 114'
WITH ANCHORS 0 12'CL Q
1.000,
12* 18,
+95.o. -ioao 4-5' 7'
I.000. ALL IWALLAnao PERFORMED WFrH
a 114 GAP
THIS CLa_SURE DETAIL SHALL REDUCE
7 12' A PANEL LENGTH BY 20Z AT EVERY
+100-0. -105.0 4'-2' _j WN ON
AppLKA17ON FROM VALUES SHO
SCHEDULE ON nils SHEET
7' 1
A_ 8*—1 POURED CONCRETE
OR CONCRETE BLOCK
WALL REQUIRED-
HOR
*MAXIMUM ANCHOR SPACINGS ARE VAUD FOR ANCHORS
ENG
j 1,12-EDGE DISTANCE, FOR E. D. LESS THAN TYPE
NCHOR SPACING By
1 112' REDUCE A ON SCHEDULE BY TAPCONI AD" Ian)
MUL77PLYING SPACING SHOWN
THE'FOLLOWNG FACTUAl. (NOTE: Min- PANELMATO
SCALE: 114' s
E, 0. FOR CALK-IN ANCHORS IS-2 1/27 END CLOSUR
CALK-W
FUR THIS OPERATION TO BE POSIBLE. REDUCED
SPACING OBTAINED USING FACTOR 94AU 140T F.a.C.
BE LESS TMN MINI"SPACING INDICATED FOR
LEGEND. AS SNOW
TYPE AT ANCHORS
V
E. D
AUD
. LES
'ACVG By
1 0 SCH
FO
S
UL
R
C
2j�J� -C3105 H-l* LE
LOY _.k
AN�4 2
rr
12
12
12- LX
.1114 14P nAOC
P4
00
W
HOR
NG
JL
N2
OM
N
5
it
P
5 1/7 'Y
2 2
ME
. REDUCED
IC t4OT
I:
;JiTED FOR
rACH ANCHOR QRS 4, BERTHA STORM PANEL
CLEAR
EAR BERTHA S' 'M PANEL AS
CL
FACTOK ir2, .T ;;i
ACTLAL C. D. a" IN ST INC
PLY
TAPCONZ j���Co EASTERN METAL SUPPLYp INC
PANELWTE C 0 42M mW RCIADS ORNE
J. .86 COMMuff RAW" SE4CK FIL 33407
T,LTE 02-057
MLff rEpm DRAWNG He
IL 3310
.71
2 112*
EB-OWS719
2' .50 A MUT Jr. A
FLORA% Li--_j 44167
v —1 .6. v
oi sivno3 :31vos;
N V I d 311S
w
3,10d m llvN
Nav"HOU36
ci� oil
o-toz -M .3g .9t, -S
eb
NIN-
-7,4
GI
00
ok
Ul
30
3p
m
9.b, *68 N 'k
AI
Al\
4h
CZ
,Ir"
N
vi
P
rri E-Pv
cri
3>0
C-3
I �ri
71
03 rn
0
m
ARD
FRANK L BENN 0, P.E.
CONSULTING ENGINEER
1860 N.W. BOCA RATON BLVD.
EXTRUSIONS BOCA RATON, FL 33432
P6
2.5.,Tw--f C All 391-2888
= 000SCFAZEEN WALL SYSTEM
(561)368-6478
DOOR & JAMB DETA I L
SHMN W ITH
EL ITE ROOF PANELS
RECE IV ING CHANNEL
&SCREWPOINTS SEE ROOF PANEL ALUM.CAST ING
.064"TY`P. �_ N
SCHEDULE A L V'TO F IT AND VAUD ONLY VITO RAISED ENGIMR SEAL
-Joe OfILY
I FRM L DWARDO P.R.#PED046549
GOOD FOR(1)
Sl FU\-,I U BY TH IS ENG I NEER LOCK M I TRES
FOR ALLOWABLE SPANS
'lkdBIJC
SEAM/C L MN/M I SC
OPT IORA PLACE 2 1/2"
DOI IS THE PROPERTY Or fRAW L.
RECE IV ING CRANNEL L MIT X REPROWEIED
WIT I WRITTEN MNSENT
TO LEVEL WALL
.064"Typ. F.E.
..........
-d
.........
DOOR
il 2.39------J'
(DCONNECT ING BRACKET OR@ EL ITE 3 HANDLE
d
&LOCK
WALL HEADER
2.5" S2
H I N6t5i,��"��`--'*'-1
.g
FA
ca
igz;
x�
70 8
OPEN-BACK 5,
(D rt C4 e4� A'7 5
VL
ROUNDED CL IPS
F SPL I SOIL 162"PANEL SEE S2 x
LAT 4s P
AWIV f 0
(SCREEN
ADAPTORS
SCREE
CL Ir NOT SHOWN)
4
TAPERED CL I PS o
HOR I ZONTALS CLIf STF?A I GHT
FLAT �D
SPLINE CD :x%
2.5 X 1-5
-L.SCREENS TO F IT(TYP ICAL)
Z [=4
NDED
SEE* VERT I CLES ARE ROU
TYP ICAL
ANCHORL DOOR
SCREEN 3/4"PANEL 11 1 CD
CLIP TO WALL A�SEaED)
AND j_.
-OPENINGS
Cc
SEE 2/S2
COA�R M
4 �D
f—2.5"TYP.----f FRAME 4 -------
DFA I L
A4
rA
SHEET S 1
E-
(D ... ............. E- o
SEE FASTEN ING
DETA I L SHEET S2 F--
CORNER POST
OR G
FOR CONNECTIONS uuum
FLAT CONNECTOR
6 SWEE
@ 2
_0 B
ALT 3
REVISIONS
IN
g
g
me ........... SEE F
OA DOOR JA DESCRIPTION DATE
ALT S ET S2
ADDED CL I PS 6/16/98
Ex.
ROUN COL —
'6 ED2 &5
2.5 X 2 7/22/98
ROUNDED POST .:V?.........S -DEG COL
BOTTOM DOOR SWEEP
VARIABLE DEGREE 45 DEGREE
CORNERPOST DETA lbl%
CORNER POST
(�)A ..... ......
HAVE
Q"CTOR
4 SCAhE
4
E
Zr\\ �- � NO
FLAT ADAPTOR
(ID)OR 9
zi DRAWN BY; FL
SCREEN IN
4 �_HECKED BY: FL8. EL ITE
1/2/ 12 P ITCH ROOF ADAPTOR SPLINETYP_
4 FILE NAME: -
4 4
JOB #: 7226- 14
5
SHEET: Sl OF 2
TC 3/12 PITCH ROOF ADAPTOR
4
L BENNARDO,P.E.
LTING ENGINEER
CONSU
TABLE FT 1860 N.W. BOCA RATON BLVD
�l NOTES BOCA RATON, FL 33432
BLE SPAN LENGTH (56) 1)368-6478
LOWA 391 2888
CARRY EtAM A voww'000 FAX (56-
Lo
�`,`c SNAP ca fi
or comc S.USE
miiINUM 2 _5 X 4 aIKRMW9I9flINGrORMS-
000 _lM BEA-Ml 2 -5 X 2 -5 sk2x5x4 1109"P
2.512, ATERI&S.
THE ELME 5 EXt *6 DjE TO
RIS
S IZE 2 X
ST= Ell""I"N"&LO"I
SCREEN WALL SY 30P F 40PSF 20PSF 30PSF 40PS�
LIV 20PS 3 )PSF SF PSF Zr��TIMSME l`l.E-MRmTA&E.
ALL"A" L
E�L�% L 80 L li L 80 L 180 L 80 L iffl
WOOD OR UUM_f,�� I IRr 1 80 im tr=%, u og
STRUCTURE Al-LOWABLE Ll L L S c IS C 17,
R."'.
Cl ENSURE .PF CT QN V 4a�j�riy) guggtgo"op.,
TE c S c b c IS c
3 To So AF
0iECJREELN`oFAS7EgED TUO"EAFCAHSRA R S I MPLE OR Is c S S c IS C U2 7xa_E8ASE0O".0V'iAkTCRVLD3"IO" e
b AS 'A IS E CEljjl AT RAF] S. ING CONT I wwS THICOCSS mg
T OR j5�!8h7 L960 1142 11A Mal --g;ng,--'-gm g�
P .024"FLA 7118-11 32 -9
ION .10
/2LNMIN ENE 21 .16 &
S, 8.76 1 '. im"
ENSURE 1 SEALED TO*ALL A 21 .15 :46�4" oEF X0-2
NO
PRE-DRILL HOLE TO AVUIU ZIrLITlING 'SIMPLE,
I A' (TYP) 61 739 MX SPANS maga,I I
M - III jJ2 616116
71 7118.11
CONC BEA L il-I�__ll is 71 DEF INE Iff rRAW L
T
B
TEN
N r
CA
ON
B
N
AR
EN
T
F,
Do
GI
ONN
Bp
E
4 E
F
VR
I,
SN
Ficsi,
'S 6 79 7 .3 2 -
I. Lr-23 5.
OR BLOCK & �u V)
08 Ld
08 T
5M
47
0
J2 0 18" D.C. ENDS L�A mv,
DS
%
J.-Yj 14 M
z
OR 18 0 12" D.C. EN .11 32 714 .11 1.62 g4
5 .73 323 4.73 1)CONTR ISMI.IiMi
WEALDE\
RAL R 00 3.w
NOMINAL STRUC U) 5 N 15�.B 4.11 4.00 3 -IJ CONTRII3UT ING SPAN IS S IDL Ut Aw
S
&END T�P&EE1 0 TTT 0 M
2 tj�SURE (5)PER PA L & HALF OF R%k WPA 2)CONTRiW.'a WE,
.H.
FACIA MINIMUM
T ION DETAIL H E I G HT TABI E PLUS Tit OVERHANG
ow
CONNECT ION TO EX I ST ING WALL ROOF CONNEC COLUMN
r IN FT G IVEN COLUMN SPAC[NG 13PSF WALL
HE IGW G
!E MAX COLUM IVEN IN TABLE-
TABLE VALUES AF /80 COLUMNS Exist.
THEIR MAX
LOAD GOYE STRESS OR L, w ............
RNS IN BEND ING E
2 6 F. N
#8 AS NEEDED TO SECURE S2 5 X X 4 2 -5 X S IDE V IEW (D
2 -5
.k
S 0
S2 AND LEVEL(OPT IONAL) #5 ENDS -5 X 1 -5 OR+X 2 ROUND S I t �4
MAX L/80 DEFL
FAST
L E
12"0-C- MAX L/80 DEFL ......
I�Vl
AVG COL X L 80 DEFL EM?E
MAX L/80 DEFL
#a 0 ENDS 24"D.C.kAx 2
SPACING A RZM
&.... . w
20- o
RACE�2 EACH SIDE c; "EET A—' c�
L 13 x
11-0 ELF T X
W5 w TH "Y
EpS poLY-ROOF D-2 10-2 9 -0 annalL IYE;;(3F
9 �o z
SEE TABLE 3 -2 12 -4 6 E'�
_�W. igL.FFTT AL SC
5-6 1 l. .)- =- �; Ei
T OP I z
9-5
rlml'r nA
8 -3 9-0
E 9 9.0 co
12 SLOP I.&DEFINED AS �5
OR SHOWN 8 -0 cc
ADAPT 10 8 -5 a .0 8-5 11.2 14 -9 14 I)T:Fn2 .=F-lt SS RWISEWTED
7-8 11 -3 IDED
ELITE TYPE 'E 2.5 X 1.5 CAIM 8-1 14 -3
I 1 8 -1 7 -8 2)VFgE
GUTTER OPT IONAL BEAMSHOWN 10 -8 10 -8 14 -3 V2"0 ER
4NOV. IALL BE EIOL
7 -6 7-8 7-6 aw", IED OR
12 10 .4 13 .7 13- ERSS -AS
r rMeIN
3 1
7 7-4 10 ,4 r E w ITH j�E REPLACED
V ITH ElF, L E-
7 -4
T e
2 E T .. ..I..
-13 IPPED.R jcSTAIN�ESS STEEL-OR
13 7 -5 10.0 L
10 -0 �A
7 -2 "A 2024-7A 'RR'� Nis-
NG DETA I L 7-2 1 S,rEIIERS".0 81t
FASTEN 1 14 7 2 0 _7 E
LCOMPLyw',Zjl-lQ`SPECA%FT 0 APPL lCAaLL'EDERAL
15 7.0 7 -0 7.0 A'
'TAZ5 - . '-.-
ATE �T- 41:
E FASTENERS SELECTED FROM
6 _8 6-8 twrr 0 E OVALS.
16 .8 cc COD
ON WE
HROUGH 8EAM INTO
NOTES
OF Co*ECTOR
T N
RE)LITS
HROUGH CONWCTOR
J3 T
BRACKET TYP. ..........:::::: AMP 0 PAC
a I TE ACCEPTED.
GRA, ET TO COLUMN(r(P.ALL - I NTS
CPO-Z - ACCESSOR IE L
CHA IR CA
AS t.10 N
CON
qECT IONS AT EAVE
I ONES,ir
TI�L RI TE
RAIL,AND BASE STA= S
12* EA. 2 THIS ST "-lf'wj:m D RTOLM CODES
ACCORDA 7S*D,E�(Sacc I A-"aCTOR I N
SINN CONT
SIDE .gg, FEVISION
WEjSkD I NEER I NO.
OFCAL ENG I N DAT
DES I ON AND
E ARRANTY,
IT URE OWpORT IND THE I-5TA&E OPT ION5 6/16/98
F 3)THE tX&g�,PS��R F IEC IS CONTA 1mv HERE IN.
--------- I T�XZE-UPT HOL No w
-T- I Ado'
-;l, LQA;jqWRESSEO OR IMPL IEO
F
6/22/98
L BE,-
LS
A�CEPS w
5,�.g4tfE TUES1,1,111 '.I=
ol.
DET.Ff$A 2.5 X 2
24"X 48"M 1��NE S TWIVIEr
x lil
SIM IGHT OPEN 11/6/98
r
N
FOR,ZLEP CLYMER
E) FASTEN ING MO
(DETAIL SE
mix eal!-,37E)'W:Z C4m.A34 AU�_:�Iv--S IM ILAR LFpETmAm PREP
W,:'QrftON MEET ING MOR-AD SPLr-,, -r IONS.
IALS TO BE BY EL ITIE
caM IT FAN SUPPORT 3 METHO
Ep
AND
I CAT ION BUT IOZZI�EO IA R CAT 01 OS
2"X 3"'X 070" /a S2 WIT
A no ONLY.
L 4 SIDES -;N,�-
ADHERE AL ALLOY TYPE 6063-T8 sCA E
............. ALLLxl"US,O.SSHALLaE__j
WIRING&FAN INTEGRIIT
By OTWRS I NSUL-ATE ALum I Num MEMBERS
%; METR B":To ELECTROLYSIS.
AEMNEVENT i BY: FL6
')F'TR_.-C.orSS%5�Z IS
U 1'4 a)JELFC7RICALOPOLINCIANCIALL -T-.'T- I:�'!S;_�E-.UIREO. HECKED BY: FLB EL IT
DNS 0 To BE DE,,,
ECT I Byr
ROOF PANEL CON ERATIONS
PER FOOT MAX
z Jug
ELEVATION ER FOOT M'N-3'
-li FRONT 9)ROOF P ITCH TO BE 1/4" ES
g�rR9,TlUllRY_lL95!E"-lC�- JOB f: 72 5- 14
gNC;INEER=AFFY'!WR�To VftZTF I I ALL COSTS AND
0 0 Ig'A NL OF THIS C
0
0, FS,S' S E_ Rl %SIVR��10-
_-4 SEAL JO I NT 0 0 ES AND SWld�A�_ESWHA'IELL�7EEFIEE'S
='&Sre'��UOF',Z�!L.E��O. ST OCAL
"3,S�S CFM ER'ECT AND C.STATE .11140
ALL , 0�0�;L
EONTINUOUS PRACT ICES SEYO AT IONS OF TH IS PLAN- SHUT- S2 OF
0
CAULKING DO '01 FrDERAL COOL5
-c 0 0 C y pRoV ICNED IN TH IS SPEC IF iCA.T ION.NO
O�MS5�r IRMjkTjONS ARE INTENDED.
0 1 79017-:'S I
0-0
lz_� #8 111 ALL ENDS&24"O.0
(3)J8 AT ENDS FOR 2.5 X SCOLUMNS
----------
FRANK L BENNARDO, P.E.
CONSULTING ENGINEER
1860 N.W. BOCA RATON BLVD.
BEAM SPAN TABLE - COLUMN HE I GHT TABLE BOCA RATON. FL 33432
391-2888
=� 000 I BEAM SPAC I N(3 > RV(661)W8-6478
IwxLI SEC TABLE VALUESARE VAX COLLMN HE ICNT IN FT GIVEN COLUM SPACING.I!3PSF WALL NOTC:VALUES FOR 2.5 X 1.5 FLAT HAVE SEEN SET 70
BEAM I THK I MOD 1 6' 16.5 '1 7- 17.5-1 8 LOAD GOVERNS IN SEND INC.E ITHER MkX STRESS OR V80 COLU46 G IVEN IN TABLE 2.5 X 2.5 M To EQU IVALE14T BENEF IT FROM TR W CAPS.
POOL ENCLOSURE
2 .5 X 2 .5 2 .5 X 4 POOL 2 .5 X 6 POOL _T__5_X 7 POOL
FLAT ROOF 2 .5 X 1.5 CR2.SX2RMSIDES
2.5 X 4 .078 1.90 197.4 16.7 16.1115.5 15.01
SYSTEM
AVG n
2.5 X 6 .078 3.39 23.2 22.3 21.5 20.8 20.11
L MAX I L/80 DEFL MA)9/80 VAUD WILT in bm mmu=a
FASTEN ING DETA I LS SPAC I NG MAX L/80 DEFL MAX L/80 DEF DEFL RAX A/80 DEFL
2.5 X 7 .090 4.63 27.1 26.1 25.1 24.3 23.51 ruftiummaw.P.1 IM04%49
6 10.9 9.5 10.9 9.5 17-1 15.8 22-8 1 21.6 25-6 24.3 MR(1)109 OnT
TO SECUIE C0,14ECTOR CrYP.)
(2)J3 _T=__4_._63I27.1 26.1, 25.1 24.3 23.51
.090
STRA
6-5 10-5 9.2 10-5 9.2 16-4 15-4 21.9 21-0 24.5 23.7
HALF MANSARD
INmrrS
-pg,
7 10.2 9-0 15.8 1,5_0 21.1 1 20.5 23.7 23,fl
10.2 9-0 j
X4 .078 1.90 20.0 19.2 18.5 17.91 17.3
PURL IN SPACING L IM IT 2.5
14.7 20-4 20-0 1 22.a 2Z:
7 -5 9.8 8.8 9.8 8.8 15.2
2)JS AT 8 .75 ' MAX . (40*X FLANGE 2.5 X 6 .078 339 26.7 25.7 24.7 23.9 23.1 ............... I Is TK-ffAMX OF FRAW L
.4 19.7 19.6 1 22.1
8.6 NT
14-8 14
BAL 15"O.C. 2-5 X 7 .090 4.63 31-2 30-0 28.9 27.9 27.0 8 9-5 8.6 1 9-5 1
W IDTH) Lm
19.1
=r-r-- 19.1 2
TRAPP .090 4.63 31.2 30.0 28.9 27.9 27.0 8.4 14.3 14.1
8 -5 9-2 8.4 9.2 ................
A FULL MANSARD 8-2 1.3-9 13.8 18.6 18.6
i .............
8.2
WE
8-7
J3 IN EYEL ITS 2.5 X 4 .0781 1-90 22.6 21.7 20.9 20.2 19
9 -5 8.7 8-1 8-1 13-5 13.5 18.1 18-1 -3
EA SIDE TYP
I* .
(4)EA COW: 2.5 X 6 07813.39 30.2 29.0 28.0 27.0 26.1
10 8-5 8.0 8.5 8-0 13.2 13-2 17.6 17 m.60�
T5_X7 .3.
.7 31.6 30.6
09014.63 35.3 3.9 32 12-9 1 12-9 17.2
(2)15 EA. - .3 7.9 1 8.3 7-9
4.63 35,3 33.9 32 3 31.6 30-6 10 -5 8
090T
STRAPPF .9 g
18.9
8_1 1 7.7 1 8.1 7-7 12.6 1 12-6 16.8
lTRAFjPEo-- is THE A00 It ION OF A 1.5' X Z/115-
BEAM
,.T To_r"�'!6`�C
Nwc W E900S& IB -F ON
0 STREn F*CR 5z zEAm 75 051L.-L/80 -N
CONNECT ION TO EX I ST ING WALL :
FASTENER ... .........
yl
"EL 0 q X M'�
18 AS NEEDED TO SEMK 11) 1/41'THROUGHBOLTS
LL IOP`SF USEO FOR A g
BOTTOM. --�SAR.VAl_.E ACRj!�4,Ry0gFE MULT IPL IER AND LEVEL(OPT 01AL) 'A"PV-D EOUAL
6 EACH EAU FROM .Y,.L..,508 2)H ILT I OU IK BOLT
5 AT )(4)J6 EACH BEAM FROM EACH WH I 'ALLIES COMPARABLE TO P IN ITE: W I TH 1--X 1/5'-GALV W*SRWW�l 51. �Sffllp�t M*
EA
ELEMENT R*DDS 24"0 C VAX
PLa,CE EACH S IDE r.
I OF - #3 X 3/4,"HHEX-HEADi�Sfq.E7--*T�.'��.
NL BE AR-1 "W" 0
SIDE INTOCASTINGOR LARll 1p*=sy.Sy5 �V40 By USE OF I
SPL ICE SCRDS H I DE WER , 10 1/2 P I , 'I Q::, "I Ew.
SAL 16"O.C. LU..NU.PLATE TO BEA.80 0-.REFER 116 x LL IPS-H5Ak-'W.t; ,-. P
]NEER CALCULATIONS. 2)AT X
To SEPERATE ENO OF CIJA(IR RA IL L)
RD"CAP �5 M&4� X 4"LAG BOLT W
a
'F4W..-'TO EAM ;§
BE LONGER,AT EL ITE
PROV I
ILL "-CTION
OE Fl. <� cv
.k,
6 12 X-1 &" ' ET METAL SCREW
10 X SHI?
CTOR TO I
7 'o".$ELF TA P -r ME
------ P ING sHEE
D
IQ-
ABOVE CM _1/4�'TAPI EM E M
IAN 8 ENT TO 250OP'Sil.
OR R
2
c 2 - I
SEC ME14T,.:.OF CONNECT
(2 ETO 1) :�NOS-AND I ORS IS DEFINE
�ROSS UNLESS OTHERW I
1 -2*'FROM MEMM'*'n'.' -j
),,F,ASTEN,E &-.1ROVIOED �,5 o
c
2
TH I/ �S SKOLL IJA"
(2)#3 THROUGH CONNECTOR 0 w."::j,Sz NOTED. �:)Co
a)J3 IN EYEL ITS
3 DONN INrO CASTING ......
BRACKET TO COLUMN (TYP ALL SIDE(TYP.)
�D Co
RIO IECE TO SEC%K 13 EAD4 S IOE T&B 3)ALL PR I MARY MEMBERS Atbtt'ft,:fp*,9:M- N
W-C..r N
S SHALL BE BOLTED OR
AS SHOWN IN
EACH CONNECT
BEAM CONNECTOR CONNECTIONS OR
(TYP FASTENED W ITH POP R IV ITS"OR-_
�'-.=S ANY
ACCORDANCE W I TH PROPER FAttE0.f . M.
)R NOT AOi,54M-y.
j_L BE REPLACED.
FASTENER STRIPPED
(2) #3 THROUGH BEAM INTO A
ALL FASTENERS TO BE 2024-T4 ACLW.-.:�:iNo0;wAGyrf�STA INLESS STEEL.OR
pay E-
CADMIUM PLATED OR OTHERWISE CORRIZI;;,!� �:AV�S, ... MATERIAL AND
(4)13EACHSIDE Ir....f., .5
EYEL ITS OF CONNECTOR -SHALL COMPLY WITH 5-1.1C,SPEC IF ."ALUM.STRUCTURES
OF COLLIN
4E ALUM INUM ASSOC)AT 10"' APPL,[CABLE FEDERAL. E-
BRACKET
TO SECIRE CAST ING OCAL CODES
URE FASTENERS SELECTED FROM
TOR IS RESPON5,;;Ij ENS
L APPROVALS
WITHLOCAL9.0M
v!
F. NOTES
<=
L I'M "";K:..... EL ITE
STAMP ACROSS PACE.
. ......... NTS SHALL NOT BE ACCEPTED
J3 EA S IDE
EA04-P IECE TYP. 2) OE SHALL BE FASR I CATM IN
w.:mw 1.; 0
lElM THE STANDARD BUILD INC;
AC..= 9 "CC OTHER LOCAL COCIES
.,::� .x :t-r,
E� jw"PUSL ISHED
N
SUPER OWKS=�04ALL BE:CQN5'v
RACTORI
SED By IT;rcow
EN REVISIONS
DES ION Alq�
IRE ADD-1 IONAL ENO INEER ING.
DESCR IPT ION DAIL
3).TWE EX[Sil AUST BE CAPABLE OF SUPPORT I NO,THE
0 ET.RU R IeEC)'9 THE PERM IT HOLDER. NO WARRANTY.
Wp E
RE 0 OR IMPL)ED- IS CONTA'NED HERE IN STR_GUTTER IV6/98
I TE ROOF AND WALL MEMBERS SKALL BE CONSTRUCTED US I
HIS ALI�j.L4jNVAC4pCS.THICKNESS AS SPEC IF IEDAMI"E. ADD I-COLUMN DATA 'V7199
578 a E ER BRANOOREO.EPSWITHSW-AR MOG.
',I" L IU 11', IL,!��NELS. FASTENTO,
NUM FAC IN S FMR SPEC IF ICAT IONS.
3,A.ES OR SIMILAR
PREPIOLYME
R SOLUT ION MEET I NO MOR-AO
ICAT ION
AND/OR 0 ISTR IeUT.ION OF ALL MATERIALS TO BE By EL ITE
IN ACCORDANCE W ITH APPROVED FASR]CAT ION METHODS
N ONLY
P_ Q_,tt 1) 6)ALL EXTRUSIONS ITHALL BE ALUMINUM ALLCY TYPE 6063-TS ONLY.
7)FT E CONTRACTOR IS RESP 114SUI-ATE ALUu I NUM MEMBERS N 0 SCALE
0 ISS Im ILAR mETALsoTNoSWEZr ELFCTROLYS IS
RH
OM
DRAWN BY: _5L
L
ECTR ICAL cpouNDANoALL TEODTW tNOAND
S To F PS AS REQUIRED.
N IOERATIONS . S og!w CHECKED BY: FLB_ELITE
9)ROOF P I TCH TO BE 1/4 PER Poor u I N.3'-PER FOOT MAX
FILE NAME:
COMECTOR 10)ENO I NEER SEAL AFF I XED HERETO V" DES ION OF
81 ELITE. t al.
I �EC'
MLESS TH IS EN&I�EEFEFOR ALL COSTS AJ40 JOB 7225- 14
SYSTEM AS SHOWN ONLY.USE OF T14 11
I NOEMN IF IES AND SAVES EF E
pt"I:ES; IVLLO,�ZLEG.ArrFESANOAPPELL,, S RESULT ING
TIE C T. ON.AND CONSTRUCT ION
ON.sysTEm ERECT
.........."I'll, 1� LED FOR BY LOCAL.STATE.AND
PRACT ICES BEYOND THAT WH ICH IS CAL
FEDERAL CODES AND FROM OEV IAZ IONS OF TH IS PLAN.
SHEET: S2 OF 2
(2) #8 ALL ENDS 24"O.C. I ly'XCIE S,EXPRlEMYppDvIOEC, IN THIS SPECIFICATION.NO
RT fr7
C:
T DNS OR AFF IRMAT IONS ARE INTENDED.
USE (3)#8 AT ENDS FOR 2-5 X 6 COLUMNS
eo FRANK L BENNARIDO. P.E.
CONSULTING ENGINEER
1860 N.W. BOCA RATON BLVD.
' OOL ENCLOSURE SECTIONS BOCA RATON, FL 33432
00
ELME =00
NT391-2888 -t I
8'
(561)368-8478
f
-- --- ------- i --- ----------- ----------- ---- - --- ---------------
7
2 2 2
5 5 5
VAUD ONLY IIM RA7pDjWrMoM UVAL
,NAMP ,n 04,
OVER
I—S2
2 TX 2.5
PURL IN
.................
OVER 2
Z--S2 3—S2 3—S2
A*?'EH=-'E AD., -L'I'MCC
ME OR PA.RP.M
gx.
Al
2 4
—S2
. ...... ...
.1111".. IF
i io
5
2 ..77s.1
2
0
------------------
%
1 1/2"
12
CHA IR RA IL
------------------------------------
5 5
S NO
'ER SUPPORT
O�VER
(BASE—SEE BELOW) I`."ili
RAY VARY.
'L3)
5—
..........
z (4
Z C)
k., Cc cc
3—S2
S.
2
4—S2
4
450 M ITRES 0-
FASC I S2
7—S2
4
2
8ft BEAM
6
SPL ICE OR
ISOMETRIC REVISIOINS
�l -giN
CAST I NG
V IEW DESCRIPTION DATE
10
FL IP CUTTER 11/6/98
- ------------------
4
:X,
n%4:0
M"? R'f..'
g�
TO
NOTE
PLAN
NO SCALE
............ GUTTER SUPPORT
DRAWN BY: FL8 7/98
V IEW
SKAPE MAY VARY
4 CHECKED BY: FL8,EL ITE
2
FILE NAME:
4 FUQL(;U I I LR'-- JOB #: 7225- 14
10
'm
SHEET: S3
3
FRANK L BENNARDO, P.F.
CONSUhTING ENGINEER
1860 N.W. BoCA RATON BLVD.
BOCA RATON. FL 33432
(561)391-2888
-YSTF FAX. (561)368-U78
S FA
= 000 A IT AITNJC-;
TI-IE TABLES BASED ON USE OF 6063
EXTRUSIONS
ALLOWABLE COLUMN POST HE I G_HT TABLE , I NCHES T-5 Fby=15KS I 200LB M IN LOAD
OR 50LB/FT PER CODE ALLOWABLE TOP RA I L SPAN TABLE
[E 7XT F
ST SPACING, FT > Sy MAX SPAN, FT
C/C P TOP RA IL -VALID a
gttr WpVll.XGIfflXR SEAL
11' 11.5'
5.5' 6' 1 6_5' 7 7.5 8.5' 91 95, 0.693 11 .77 �#mm JOB ONLT
Sy 'AND
4 im-M
70-P RA I L L(S�s .51 2 .5 X 1
519 18
25.9" 24.4 23.1" 21.8" 20 1" 19.8" -9" 1 18-Oq 17-3"
41.5" 37.8 34.6" 1 31.9" 29 1" 27.7" 0.791 12 .58
2.5 X 1 0.693 51.9" 46.2" 1 19.7 1 2 .5 X 1.5
NNECT I�NG - 5
T - 33.9" 31.6" 29.6" 27.9" 26.3 24.9" 23.7" 22.6
BRACKET 2.5 X 1.5 0.791 59.3" 52.7" 47.4" 43.1" 39 5' 1 36.5" 0.987 14 .05
9 1.,
.............. 25 24.6" 2 .5 X 2 5
Trrc 37.0" 34.8" 32.9" 3 1.1" 29.6" 281
65.8" 59 45.5" 1 42.3" 39.4" 1.280
d" o4il-
.5" 34.9" 3J 32.0"
2.5 X 2.5 0.987 74.0" 3.8" 49 X I ;'�i 2.5 X 4 16 .00
2.4 10 _97_76.8" 69.8" 64.0" 1 59.0" 154.8- 51.2" 1 48.0- 1 45-V 42.6" 1 111 -I - -1-1
j - 50.1" 47.7" 45.5" 43.5" 41.7"-
62.6" 1 58.9" 55 1" 52.7
1.67 1 io./_0
?.5 X 4 1 1.280 96 0 2-5 X 6
2.5 X 6 1 1-�71 66.8
Z --g
1.5
CONNECT
I/POST
TO WALL OR ROUND P I CKET OPT ION
X.?
IX;l
P 6 45 '--
ST OR
ND MITRE CORNERS NOTE NMA ......110
�O
FREESTANDING ..........
�:jjjjjj......
I CKET OPT'l ON
SQUARE P OPEN ING
OUT
STEM
RA,-.41
2-5 X 2.5
BEAIA/POST 5
r
E- CC
ul
93
.............
0
CONINE
L�j . ..........
is.
LJ
N
F Rl;�`, NG
Li EL ITE
SQUARE L.Lj
CORNER
CRNER POS CD
CAST ING
A S's, CD
IV
00�D CO
..........................
-2.614
E-
J121 UUNU �4 �4
SNAP TR IM USE CQWNECTIM��%tRACKET WHEN
..........
".50"
2
TO ALL
5 W
c N_
�Tl
..................................
c
lie 9
IN .
Lf, OR E TE 4' ' M
CONNECTOR Rn.5KET 5
S
APP
I NUOUS
L ICAT ION
ROUZED/TAPERED TO SLAB NOT SHOWN ............� FOR F N
REVI[SIONS
1/4"GLASS ADAPTOR
1/2"PANEL ADAPTOR IL S D ISCONT
_DESCR IPT ION
-1-PITI-WEEN 2`�W.Pt" LS IN STRA I GHT RUN
FLkT SNAP TR I M
M
m
K'STO..'0111. SNAPS IN
CAP
DETA I L
I CAL
THRU CORNff-POST SECT ION THRO Typ'I ',AL-RA IL SECT ION THRU TY PLACE (TyP)
n -.2
SECT ION >g g
CONNECTORS GLASS RA I L
(&3/4"SQUARE P I CKET 13,
CUT HOLE TO INSERT
1/4" GLASS (WAL m
P I C T SNUG (TYP
04" THK. 0 SCA
40
N
6
DRAWN BY:
0'M
_A
THRU'8EAM/
TED BY. FLB EL ITE
COLUMN
TO EYEL ITS (2)#10 TO SECURE,
JOB #: 7225- -14
3/4 ROUND P I CKET TO (TYP I CAL) 1 CONNECTOR
CUT ROUND
F IT P ICXET
.04" THK.
CO"CrOR
WACKET OR SHEET: I OF
g 5
ENDS
Cont. 714g-,jlj2-ww NS OR ELCO rEA*nWm
MIT a E"Wy STtD 0 FANELAMTE f(9)W/ IZ4'0-20
?APCOA4 \
a fTW1o8UftMX TAPCONS OR _r_ a--
POWrRS fASTMING CALK-INS 12'a a SrAGGERED SIDEWALK actr OR i ITW17YUILDAX )APCOkM POWEIRS FASTEANNG CALK-INS V
I M 1 10 (9)W/
OR ELCO TEVERON PANEUMTE -20MuSSHFAO a T* PO
. I WERS fl"VENING (SEE SCHEDULE
SCHEDWIE FOR SPACINC� S WLE MR SA40 .7W POURED N
.875 .750 OR ELCO TEXTRON Pma/Mwr
(SEr (WE SCHEDULE FOR FOR SPACM).
CONCRETE
REQUIRED
me, 2 conf.
.7W'
FOURED POURED E 0.
CONCRETE E. a CONCRETE
RS POURED 114"0-20 x 314
WIRED REQUIRED .7w,
CONCRETE BOLTS W1 718-
3132-IWNG N 114'0-�20 it I"
0 f2'o.c. S. a ALI S. W;
I Affiv. SEft"TON 718"x T/;J2r-
SEPAPAWN MCA M E)ww
PANEL L06TH 7,Wn.
TO EMSTM (sff SCHEME) SEPAWTON
I CLASS 0 12'O.M
CLASS rO 6057M f
max. CLASS
PANEL LENM
(SEE SCHED"
M"TON LENMH
7_
TO Ex"G SCPAEO"
114'0-20
x Mom. &An
S. S. A S. W/
718"x PANEL LEMM 7118'x J/a�
WNG NLIT (SEE scfimvw Mw Wr
0 12*oc. Eww srw
POURED
a 12,a C.
CONCRETE CONCRETE
OR CONCRETE
7 OR CONCRETE 114*0-20 4�4"-)
BLOCK WALL E. 0. BLOCK W4LL m
I ---@ ALTERMTE
REQUIRED REQUIRED BOL73 W1 7, 'F .750
CONCRETE F_ a L I LEG L=a"W 1-M. 1 jl:�Cont.
J/V-WM NUT
OR 7w. 0 12'
CONCRETE
ELOCK WALL WL
750. "1.0\W POURED Owl
CALK-MYS OR ELCO TEWIRON. COAACRETE
CALK-Off P4NELMTE 0(?)W1 IZ4'0-20 E. D.
PORM FASFEWAM W REQUWD
3 Cont. SIDEWALK BOLT OR .., I
F -OR SPANAG) 0TW/0 TE
ME SMEDUL� OwR ELCO 79EMON
W1 114-0-20TRUSSHEAD BOIT Ml F_ D.
(SEE SCHEDULE (SEE SCONCEDMUZ MR 2 on
ME SCHEDULE FOR SPACING)
AALL MOUNTING INSTALLA WALL MOUNTING INSTALLATION M,
BUILD OUT INSTALLAT] CFAING A FLOOR AtOUN G IN.
SCALE: 318* Tw
SECTION SCALE 3/8' 1* SECT
TION 2
_10NJ SCALE 318' 1*
SECTION 4 SC4LE 318'
ITWISL&DEy TApCONS OR —Z D.
POWERS F6AS�TFNIIING CALK-4NS NN
r Q�� POURED
�SEC SCHEDULE FOR SPAGWO).. CONCRETE
I
N
X
SIDE W44K BOLM ARE 4?
.7W-
HEAD MACIWE SCREW KE,
Aim
5 AS PER NOTES A2&a2 (SHEET 1)
114' - HW BOLTS ARE,
ME SCREW " EWI 'THICK
a a A4 AS PER &2 (SHEET f)
NOTES A2&
WNG Nur
a 12'
I'MINIMUM
SEPAR47ION TO
PANEL. LENGIN E, D. - EDGE DISTANCE
EWSWO GLASS
L (SEE SCHWULE) SCHEDULE ON
SHEET 3 OF 4)
714'0-20 x I'
S. S. M. a
W/
7/8'x 3132'
WNG NUi
0 12,D.C.
.750
ALTERN47E
0, NOTE FM COUSINAWN OF SEC771ONS
LEG LOCAn
t
W&L,,n0ORA0VUNG MOLINTNO SEMNS CA
_N F.B.C.
POURED COMBINED IN ANY WAY TO SW ANY
AS SNONAI
ONCRE.TF
IWOUIRED CLEAR BERTHA STORM PANEL
7W/lULDEll TAFgr NIP
PO%EXS FA57ENIAIG iX_l S a 1 7
J/3/02
(SEE'SCHEDULE MR SPACM). 3,:�. �I
EASTERN METAL SUPPLY, INC DATE
�Tl me 42M ftW RaAM DRWE
�T Ep
TuAff Iss7w di xNaRAMPM
CEJUNG & FLOOR MOUNTING INSTALLA TION Compoff MWER01 BUCK FL M407
02-057
W.wAww n min
A",&;"
t_fmf MAWING No
19-OW67T9 ADMIMM *Alf XV.Mb I
sEcrION SCALE 3/5" - I NAM?A TxLff Jr. F. E.
FLORMA LAr- 44167 1 4
4'x 8'(14ki.) EXZ$TNG
114-0-20 ELCO 1"010101-010 WOW HEADER WOOD SSW REQUIRM
WOOD HEADER PANEUMTE 0 6'0.0 W/ RFOURED.
WOOD HEADER
REQUIRED. L —STRLICTURAL ADEQUACY
REWRED. 1 718-Afin. Pak-M77ON OR
114'0-20 ELCO mole/f4mck OF EMS77NO WOW 8EW
/14 x 1 1/2-S.& HEX WASHER PARELWTE 0 6*0-c W1 TO BE CERTFIED BY
HEAD WOOD SCREWS W/ REGISTERED EACOVEER
f 718'Afin. PfNE7RA77ON OR
1-114'0-20 ELCO m.41femle PANELWTE I'Mim PENETRATION 0 6*O.c. 114 x 1 112-S.S. HEX WASHER OR ARCHITECT PRWR
TO SHUTTER INSTALLATION.
12'o.c. W1 1 718"Win. PENETRATION. HEAD WOOD SCRE*3 W1 114 x 1 314'S.S. HEX WASHER-_ ED
Cant. 112-W.
I'MM. PENETRATION 0 6'O.C. HEAD WOOD SCREWS W1 I
PENEMWN 0 12"oc.
7,50
]750 min.
Id"
7/8"x J132"WfNG
2.0000 --w 0 EVERY STUD 9 2.Afm
2.000 12'a a sIAGcmED 2 Cant.
TO PANaWTE.
OOR 5
114,0-20 x J/4'J t14"0-20 x I.
BOLTS W1 718'x SaTS W1 7A'x
T11
1 3132"NOW NUT
J152-WING MIT
0 12*c.c.
I ARM 4 12'mc.
min.
SEFAAKTION
SEPAR477ON_ I I - I
TO EVS17NG
TO Dznw 7,min.
GLASS PANEL LENGTH GLASS SEPARATION
(SEE NOTES OELOW) TO 0(Z7lNG
GLASS —JA� T—-
May.
—IA— A I'Afin.
(SEE NOTES sa0w)
BUILDL OUT INSTALLA —So:�WWN— i PANEL LENGTH
WALL MOUNTING INSTALLA EX67M
GLASS
ALTERNATIVE 4
ALTERNALML
1,min.
SEAAMTION
TO Dasw --(D
114-0-20 x 314'
T- 114'd-20 x I GLASS says W/718'jr
m U. a 5IJ2'W40 NUT
114'0-20 m 314'
7/8'x
it
If- t
I S. S.�l
1 4 12'o.c.
WNG NUT 19003.!I�7g;
tDl 0 f2'ox. 3132 WING. TA 1 2'x 6*WOOD
PLATE "'-114'0-20 ELCO mc*lfomalo FANELMATE DECK REOUIRED OOR 5
0 f2 o.r- (Afo nAN.SH ALLOWED) Coat
RED 0 12'". W1 1 718-Min. PENIETRARON
AT WID
WIDTH OF PLATE.
EL
WOW
Aim
PLAIr 2 Coat
114'0-20 ELCO nwilelfemals 114-0-20 ELCO mal
PANELAIATE 0 6'0-c W1 114*0-20 ELCO m0lclfemalc PANELA14TE0 6' OX W
1 718-Min. PENETRATION OR
PANEL&TE di 6'0-c W1 I J14'A0m. PENETR4TION OR
114 x 1 112*IS HEX WASHER I@ WMA C
1 718-Ada, PENErRAWN OR 114 x 1
WAD WOOD SCRM W1 114 x 1 112'IS HEX WASHER fSCREWS W1 9
1,an. PENETRATION a 6*cc. WWD SCREW W1 I f/2'AWn. PENEM47MN 0 12'a.c.
HEAD
0 ANDWOTH OF PLATE
I'Ulm. PENEMMN 0 6'Me-
TING (C a MIDWIDTH OF RATE
WALL NOUN CEILING A FLOOR MOUNTM NSTA LA
ALLERMLIVE A L TERT N—A TZ VE
MOUNTING INS TALLA T10 BUILD OUT INSEALLA
ALTERNAIVE
COMBINATION OF-SFC77O
NOTE
WALL MOUNTING SEC77ONS CAN BE COMBINED
IN ANY WAY TO SUT ANY INSTALLATFON.
INSTALLATION DETAILS ON EXISTING WOOD BUILD
F.B.C.
NO
AS SHOWN
ONLY vALID FOR WIND LOADS AND PANELS SCALI
1. IIVSTALLA77ON ARE CLEAR BERTHA STORM PANEL
OF 4.
LENGTHS AS PER SCHEDULE SHOWN ON SHEM 3
WOOD MEMBERS TO BE 3/5/W
2. FOR WOOD FRAME CONSTRUC77ON: mmmffmmmmo�
EASTERN METAL SUPPLY, INC DATE
SOUTHERN PINE No. 2, W1 SpEC4pC DENSITY OF 0.55 OR EQUAL /7T7L:7::
I L I E C: 0 ,�rwc 42M NEST ROWS DRIVE
02-057
COMPANY WOM BEACH. FL 33407
MLff C$,Nw k gNommme
ism 3=31 ORAWI14G Me
KK 4. sommorsomw am Am Ab scleoRm
ED-0000719 It-J4
4
WALTER A. MLfr Jr. 7
FLOR04 Uc. 441
--------- ---------- ---------- ----------- - <
------ ---------- ----------
----------- --- qI
w'al I w!+,h
k ltqvolv<�-!5, 15-c-r(�Orl
wor
cdr-,-311 to L�,,-:AC-Onq,
br,- y,i!�,-+,
L
Al comporlcr*-�, f--hown to bo F- -ITr- arl6i 2C:)C:)(D
'Numirium COrpOr,
!�,-howrl
Orl Now
thl!5, job L'Olow:
For C!,
21CDCD�)
m OL
jyj
sly
LA
0!:5,LA t-0
cr (f Q(
rl Vio
Ncw Work,
0
Z
Ic v OJ
I CD CD
CD
ppRov
OF ATLANTIC
iSU1,LDING OFFIC15
N NOV 0 9 2000
Ov 0 9
r-ioar L-,��irial
T #
r-loor
Li
FRANK L BENNARDO, P.F_
CONSULTING ENGINEER
1860 N.W. BOCA RATON BLVD.
BOCA RATON. FL 33432
6 391-2888
r-2.625TYP.--f CONNECTING -N, VA%�(561)368 6478
_'EM
EXTRUSIONS SIDE OPT I ONAL
UANSARD
BEAM SPL IC Lmli:Fm 2000 POOL EN 0SU _RE SYSIT
BEAM EXTRUS ION
a L
— IN
GUTTER,TURN cum CAST I?c DOOR JAMB DETA I L
1%[DEPART 110
TURN OUT OR PART 111 WAOV AMR OMICR
TflLT) SIOEVIC#OF 60 0ECRIl
mocit cowcclolil
CONNECTIONS twsll OUISIOETUM ALUM.CAST ING VAUD ONV TO UM MGM=CAL
II/V "L"TO F IT AND L#P?04L49
(sa
�M P.
(1)309 ONLY
LOCK M ITRES
-lA B C D
='WALL
BEAM/COLUMN/M,ISC
-------- ----- A,-
2.065" Nt is twPM-4i or rRAW L
g:g,g
RODM
cwcmf
m
0DRhER CAST IN3.
in V.,
064"Tr. INS IlDE PART 110
OR PART 111 fR
ex
.625
RR
-------------------
'11.11 -01�`
0PTI0IK*RAM2V2"
2-11" REcErviNsoma
�p,
%�E&
CONNECT ING BRACKET Touva va DOOR HANDLE-"
&LOCK
A
X.-
OR(D
H INGE
OPEN-BACK ov ... ......
ROUNDEE) CL I PS 0
rLAT
VOW \�SCREEN
M.
ADAPTORS <
cy
9- (D NOT SHOWN) CORNE
TAP '�D Z �4
,�REE) CL I PS 5
ROLM
SPL Iw SPLIW
7—S2 g�i?'iliii�i?'�'-��' �i
4 CD
iX 1.5
HOR I ZONTALS CUT IL 0
-, - --,L "4\
SCREENS STRAIG4, 0
SEE - :' VERT I CLES ARE ...... c
FLAT SPL NE i (SHOWN TYP'CAL tlg;� .
it ROWED TO F IT' 00 cc
TOPSNAP
DOOR ALL 4
2.6'* OPENINGS (TYPICAL)
AND 4
4
FRAME
...........
E
DETA I L
SPLICE E-
01- — -: 4
30 DEGREE PURL IN Ell
0
'ANCHORED
4 A5
!2
0 WALL
0
SQUARE OR
RNER PO
60 DEGREE
CO ST 6
OR 2 �EF
CORNER CONNECTOR OR
2.0" @
ul 7 B
REVISIONS
DESCRIPTION DATE
E
M Isc. 11/6/98
ROUND SNAP
(DA DOOR JAMB L 2.6nSXARE TRIM
MKCrOR
M*3
RWTk
BOTTOM DOOR SWEEP 4 Ems SCALE
N 0
SEE 8 7 98
DRAWN BY:�L�
ULi . I& SCREENIN 4 CHECKED BY: Fl B.EL
SKFT S SPL I NE TYP.
FLAT CONNECTOR 4
(1) G 4 FILE NAME:
4-D
JOB #: 7225— 14
SHEET: Sl OF 2
FLAT AWTOR 4
4
FRANK L BENNARDO. P.E.
CONSULTING ENGINEER
1860 N.W. BOCA RATON BLVD.
BOCA RATON, FL 33432
-2588
PSI)391
AX: (581)368-6478
Lm = 0'00
THE
T:? AILING CONDO KIT
H ke
LM 0 L
I L PROV I DED AS A SUPPLEMENT
NOTE TH IS DETA
ITE 2000 SCREEN ROOM MASTER
TO THE E
-AND I ILLUSTRAT IONS
PLAN SHEE� ALL NOTES
lN;l
7 rR
ET- SHALL APPLY 11", ajon"pl."c' n.cU
FRO�THAT SHE
OR W"
ji EL. P
,1,.'<.ffi:X. F
-..0 F
"MUN
<
--acL. t
Zi-
............
'L. 14.
J
0
JL
�14
j- A
........................
QO
E
.'li 1 1 SQUAR
�D Z �4
Z
Z
%4L,
co
L.J
14�
CL -4.
L0
<
E-
41-
00 .04 THK. 0
I
T 7- 4
NRI,...........
j-
REVISIONS
DESCR IPT ION
SQUARE P I CKET DATE
3/4
I, I,j-
41
-4
3 7/8"MAX OPEN .04 THK.
s NG BETWEEN P ICKETS j,
PAC I
ROUND P I CKET SHOWN
N
N S C
ALE
0
8L98
DRAWN BY:
3/4" ROUND P ICKET -La-
SHOWN
SOUARE P I CKET CHECKED BY: FL6
FILE NA)a-
SNUG .04" THK.
CUT SCREEN CL IP TO IF IT P ICKET JOB 1: 7226— 14
SHEET: S1 OF t
SUPPLEMENTAL
FRANK L BENNARDo. P7E.`�
CONSULTING ENGINEER
1860 N.W. BOCA RATON BLVD.
BOCA RATON, FL 33432
391-2888
THE EcUl"INME 2000 - SYSTEM DIMENSIONS IN INCHES PA6x,.)(561)368-6478
CONNECTING TAPERED SCREEN CL IP 4" S IDE 6" S IDE -2.449 r-2.449- -2.408-
FLAT SNAP TR I M CONNECTING BEAM CONNECT ING BEAM
2
-5 X 1 BEAM�/POST FLAT SPL I NE
BRACKET 911 ,
.290 2.625
4 POST 6 POSI POOL
4
1.529 I-COR & BEAM & BEAM, SPL ICE
21108
a.. ......
2.625 1 V m 17S SPL ICE - SPL ICE
22103 END CAP
2.4 TAPERED
SCREEN CL IP
CORNER POST ROUND SPL INE
t.-1.00-4
21001 2.625" �i� PROPERTY Or TRW L.
90 DEGREES )W JE REPRO=
.290
A,lkNtiO-.:i
A I WRITTEN OXENT
2 -5 X 1 .5 BEAM/POST 21101
Il "I i,:
0iiii
A.,
§
799 22005
SELF MAT ING 21013 21012
2.408
7" S IDE r
SNAP BEAM
22102
CONNECT ING BEAM
2. 5 SQUARE
TAPERED CORNER POST 611 & 71
POOL 4
2 1/2"PANEL ADAPTOR
1/4"CLASS ADAPTOR IF
SPL ICE
21201 D I E CAST Fd"N"ll"
2.625 9110 1 F1,1014t1
02
OL
21002 1 SQUARE 1 00- co
73 1 NSERT
3/ 12
CORNER POST
5 BEAM/POST
2 .5 X 2
45 DEGREES 22117 SLOPE ADAPTOR .......
r
IA�'LKLU 2,625 2.625" E- QU
45- 3/4"PANEL ADAPTOR 22007 22010
202
1/2"GLASS ADAPTOR ___-�!700 CD
30 DEGREE A:: P- CD ,�-
4
2.,625 35 PURL IN SPL ICE co U
22016
2 625"
2.625 LrC-780 . i . ` o >� cq
1/2 / 12 lo i 1 90 D*E*:'G:--R'-. IDE
C)
p
22106 SLOPE ADAPTOR CORNE
OOL
9" S IDE C)
21003 ROUNDED 1--2-625---j CONNECT ING BEAM SU
SCREEN CL IP
21102 C\l �4 C D
?-� T---j
2 -5 X 4 BEAM/fDOST FLAT SPL I NE
1/4' ' ADAPTOR f:zl C)
221-116
22G �D CO
1.290
8'' RECE IV I rG ROUND
799 D I E CAST FOR
22011 SNAP T
�527 CHANNEL
2105
----2.6 - W, -E OUTS I DE
FLAT S
2.625 30
-- SQUARE P I CKET L)E G R
2.625 ROUNDED /4 2.6"
3 E-
SCREEN CL IP CORNER POST
ROUND SPL I NE 1.050
04 THK. �gj
rt 1 ..6, E-
L I 1 '011.11 t-" 0
290
22018
4.000 .264' [Ir 14 rzl
21103
21004
799 22120 1 �4
...................
/Po VAR IABLE P ITCH 22.1
2 .5 X 6 BEAM/ ST
............
D I E CAST FOR
1 X 2 1/2 22104 .......
CORNER POST 3/4 ROUND P I :F
I... ................................. 60 DEGREE
OPEN BACK ROUNDED OUTS I DE
1/4"GLASS ADAPTOR A-, P "-JAMB SNAP
1/2"PANEL ADAPTOR CORNER POST
Z2� so
DESCR IPT ION DATE
2.[5 .046
2.625
ll/�/98
375
k k�22120
a.77 ADD SECT IONS
22107
1" SQUARE P Ic
11 SlWg'l;,-P* CAST FOR
, s DIE
6.000— ROUNDED
-1/2''CLASS ADAPTOR
'R.
.04" T DOOR JAMB SNAP INS I DE 60 DEGREE
21005 3/4 PANEL ADAPTOR HK
22002
21202 CORNER POST
2 -5 X 2 ROUNDED POST 006 BOTTOM
21
60 DEGREE EIF
LARGE ��.747 CORNER CONNECTOR 22126 .5�32 SCALE
NO
22119
ROUNDED CAP
,wa� 2 2 11 b DRAWN BY: FLB 5/98
2.614 1" ROUND P I CKET I
3 3W ROUND SNAP 3-5007 124 CHECKED BY: FLB ELI-TE
DIE (.' STFOR
TRIM FILE NAME:
04" THK. INS I DE 60 DEGREE
DOOR THRESHOLD
2.614 IR JOB 1: 7225- 14
I I-- E ION SPL ICE
;L -
2.21910
.624 HEADER
2.W 22121 SHEET: I OF 1
22125
21006 22111 221091 220091 22128 220 17 1