1101-1105 Hibiscus StreetW
liilti
ELITE STRUCTURAL PANEL
0 SPAN L
TABLE NO.1 - CLEAR SPAN LENGTH L ( I N BEND I NG)
PANEL UN IFORM LOAD W , PSF ( PUNDS PER SO. FT . )
THICK
WE IGHTI TYPE Q = L/80 I 0 = L/ 120 I L = L/ 180 D = L/240
d
#/Sf 1 20 30 40 20 1 30 1 40 1 20 1 30 1 40 20 30 1
40
1.3 1 0 15 '-7" 12 '-9" 11 '-1" 14 '-4" 12 '-3"I 11 '-0" 112 '-3" 10 '-6-19 '-3" 1 11 '-0" 9 '-3" 18
'-1"
3"
1.7 1 H 1 15 '-7" 12 '-9" 11 '-1" 15 '-7' 12 '-9' 11 '-1'' 13 , 4'' 11 '-5-1 10 '- Tj 12 '-1" 10 '-4" 9 '-3"
2.0 H2 15 '-7" 12 '-9" 11 '-1" i5 -7,1 12 '-9'1 11 1''1 14 '-3" 12 '-3'' 11 'I'l 12 '-10111 '-0''110
'-3"
1.4 0 18 '-1" 14 '-9'' 13 '-6-1 18 Tj 14 '-9-1 13 '-6' '1 15 '-0" 12 '-8" 11 '-3'1 13 '-4-111 '-2" 9
4''
1.8 H 1 18 '-1" 14 '-9"I 13 '-6" 18 'I'l 14 '-9' 13 -6-1 16 '-3- '1 14 '-1" 1 12 '-7' 14 '-9" 12 '-8"
11 '-3"
2.1 H2 18 '-1" 14 '-9" 13 '-6" 18 Tj 14 '-9-1 13 -6" 18 '- '-9"1 13 '-6' 16 '-6" 14 '-6"
13 '-41.7
+T14
0 20 '-0" 18 '-1" 15 '-8" 20 '-0' 18 '-1' 1 15 '-8" 20 '-7 '-2" 15 '-2'1 18 '-0" 15 '-2"
13 '-6"
6''
2.1 Hl 20 '-0" 18 '-1" 15 '-8" 1 20 '-0' T- 15 '-8" 1 20 '-O'l 18 '-1' 15 '-8' 19 '-0" 16 '-6"
14 '-9"
2.4 H2 20 '-0" 18 '-1" 15 '-8" 20 '-0' 1 18 '-1' 15 -8-1 20 '-O' 18 '-1' 15 '-8' 1 20 '-0' 18 '- 1''1
15 '-8"
2.0 0 1 1 1 1 20 '-O' 20 '-0' 18 '-1" 20 '-0' 18 '-6"' 16 '-6"
g"
2.4 Hl 1 20 '-O' 20 '-0' 18 '-1" 20 '-0' 19 '-6-1 17 '-1"
2.7 I H2 1 20 '-0' 20 -01 18 '-1" 20-0' 20 --0-1
18 '-1"
FAC IN L FAC II-,A:RDBOARD FAC ING EXT R .
��
CGP,E CORE CORE
'0 ' (3PLY) � FAC INC 'H I ' (dPLYBACK ING) INT 'R.
PANELS TYPE
1 . PANELS ARE SANDW ICHES IN WH ICH LAM INAT ES (PL IES) ARE BONDED W i T H STRUCTURAL GRADE ADHES IVE .
2 . FAC I NGS : .032 ALUM I NUM ALOY 3105-1141154 . Fy= 18 . KS I M IN . ALSO 3003-H 16
CORE : POLYSTERENE (EPS) . DENS ITY - ROOF , 2.0 PCF ; WALL , 0.5 PCF BACK ING : 1/8" TH ICK HARDBOARD .
3. TABULAR VALUES: SPANS LEFT OF HEAVY L INES ARE L IM ITED BY FAC ING COMPRESS ION
STRESS Fg=6 . KS I . SPANS ARE BASED ON L IVE LOAD PLUS DEAD LOAD TOTAL .
SPANS R IGHT OF HEAVY L INES ARE L IM ITED BY L IVE LOAD DEFLECT ION .
4. SNOW IS CONS IDERED A L IVE LOAD. SEE LOCAL BU ILD ING CODES FOR VALUES .
5. WHEN A THERMAL B.ARR IER IS REOU IRED , ADD 1/2" GYPSUM WALLBOARD TO TYPES
'0 '& 'H I ' PANELS ; SUBST ITUTE GYPSUM FOR HDBD IN TYPE 'H2 'PANEL . INTER IOR S IDE ONLY .
I * TABLE 2 - CARRY BEAM SPAN LENGTH Q
ROOF SPAN L BEAMS I ZE (6063-T6 ALLOY, U .0 .N .)
1 2X2X .093 2X2X .125 302 3X21 402 4X2 I 5X2 6X2 7X3 (I) 7X2 I
9X2
10 '-01' 5 '-6" 6 '-0" 7 '-8' 8 '-0j, 9 '-0" 9 '-6" 10 '-4'' 11 '-5 ' 13 '-4" 13 '-0"
20 '-0"
12 '-0" 5 '-0" 5 '-6" 7 '-0' 7 '-3 ' 8 '-6' `I 9 '-0" 9 '-8" 10 '- 10 12 '-6" 11 '-10'
18 '-4"
14 '-0" 5 '-3" 1 6 '-6' 6 '-9 ' 8 '-0" 8 '-6- -1 9 '-2" 10 '-3 ' 11 '-10" . 11 '-0"
17 '-4"
16 '-0" L .L .=40 P .S .F .: REDUCE SPAN 2 BY 13% 8 1-0-1 8 9 '-8" 11 '-2"1 10 '-3"
20 '-0" L .L .=20 P .S .F .: INCREASE SPAN2 BY 20' F 8 '-7- .1 10 '-2" 1 9 '-3"
16 '-3"
14 '-6"
* REMARK : TABLE 2 VALUES ARE BASED ON L IVE LOAD L .L .= 30 P .S .F .
TABLE 3 TABLE 4
ROOF SPAN 1 BOLT SPACING 2 BOLT SPACING ROOF SPAN I WOOD SCREWS I SCREW SPACING
UP TO 12-'-0" 24" O/C STAGGERED 18" O/C STAGGERED UP TO 12 '-0" 1 3/8" X 2 1/2" 1 16" D.C. STAGG .
UP TO 16 '-O" 18" O/C STAGGERED 12"O/C STAGGERED UP TO 16 '-0" 1 DO 12" D.C. STAGG .
UP TO 20 '-0" 12" O/C STAGGERED 10" O/CSTAGGERED UP TO 20 -FT DO 1 10" 0 .0 . STAGG .
(1) INSTALL INTO EXIST. CONCRETE T IE BEAM.
2 INSTALL INTO SOUND LOAD-BEARING BLOCK.
ANCHORS. (o) STAR EXPANS ION BOLT , TAMP IN # 4025, 3/8'' X 1/4"; OR
(b) JORDAN EXPANS ION BOLT , EXPAND-EZE , NO. 9§-5, 3/8" X 2", SPACED AS SHOWN; OR
c 1/4" DR NE NA ILS a 12" 0 C STAGGERED.
vwv . vii vim It1 T.
ELITE PANEL PRODUCTS, INC.
1801 N .W . 64 th . STREET FT . LAUDERDALE F -L . 33309
MASTER PLAN I DRAWINGNUMBER:
SCREEN ROOM, CARPORT , PAT 10 871111-R2
INSULATED PANEL CONSTRUCTIONS
ROOF ..... R-12 (3") ...... R-24 (6") 1 of 2
SIMONH-DISKIN,P_E_
CONSULT I N,, ENG I NEER
ADER EXIST
A -IN
11
1
I
ADI E:(XI NOIAIIACH10A
IRA ILER OR MOBIL[ 10C US[
ay
pBlrN
41 h. WALL C01,67RICI WN.
01.1
r
V)
TWA,
1/4** D I !A
FASCIA OR GUTTER lHRu-BOLTS SECT ION A
2 , I VAX 1'. VAR IES
' BUILD ING LENGT SECT ION 6 wy
OVERHANG
202 OR ROOF PLAN
202 4 102 OR
,4vl� __ SEE SECT IN v D 'N 1/4 "/FT MIN,
T Q. SLAB
I —
C
A -IN
11
1
I
202
II
B
ii
202 RA IL
11
SII
T
x
A
11
_A
RDOr
Q
ii
PANEL
Iii
II
n
2*•
; 1.,O.Cl,
Pi
(,B C�l
LL
CWALL
OR I_OL I IN[
s=
o
pBlrN
41 h. WALL C01,67RICI WN.
01.1
r
V)
TWA,
1/4** D I !A
FASCIA OR GUTTER lHRu-BOLTS SECT ION A
2 , I VAX 1'. VAR IES
' BUILD ING LENGT SECT ION 6 wy
OVERHANG
202 OR ROOF PLAN
202 4 102 OR
,4vl� __ SEE SECT IN v D 'N 1/4 "/FT MIN,
T Q. SLAB
I —
C
A -IN
17, IN
202
I c
MAXn-
I.
I SEF IAI.t.F. 6
202 RA IL
T
M
02 11102 1 2X2.5 .M . 10'
/4*; -112 1/2- 1/4 - TH BFX 1
HUNDER
R
BOLTS
a" oc
FIN GkADE 102
ALLIM K ICKR (OPI )/
W/ IX2 TOP. ATTACH W/
#8 X 1/2 SMS ELEVAT 1014 NVE; SCREEN ;7001J. S IDE V IEW
I-gkIAEOWA %4kL BEDC5IM010ALL.$M.[.x 10K
KIENSED., lIN, vaocmorAwWOe.W.p.
7.7LW "O[XKKW 'N 1/4"/FT MIN.
SPL NC CINWE SOKL K 590010
AR0/J[N11: �L K.
m) rs;
1. R ADrR00MC . .062" MIN. FXIRLrION
M FR.Affl*(m. I OR 31, PAM LS,
7.ICAL)ERAWXCS.2)C7XV8"for &Ejol',OM,
10R 4 "AND OVER PAWLS. ANCKM A5 WWII
IN SECT IONC k f
1 Lem IA BEAN.OR
AN _ l
aX
IISEE "at 3
V2..K.
IT-cvc
I mvs. 5 PEA -WCL I A a
SECT ION D SECT ION E
`�.
v, ,AA
SECT ION C
T 'T cowl,. 7,y3xo?u,
IUX.fi%3-75ftiVf. BVD., .� SIDES
A[ _1A1 . t ,
SECT ION G ' SECT ION S
- 12' - V4DK.W7 SAM ASTC.0
S F
COL .AS! 6
SEE COL .
OPEN-"
I o4y,
SPAN 11 GI H � ! -
jF f I _X' --1-71 _01c k 1 �12
t-
i'll t,TID F 1
ct i 0 WL,EAt
T i L��, tv IfI5�-va/c ..0
11"N GRJI RADI U?
_aA
�&O
I�j P•L 7-A IVAS':— ---TcF
SEE P� I-LEVA'I I �jN OR 4XAU�
. . I LJI Q P4K3XV5
IN -(7)3/%I)IA,KX
CARPORI 'PAT !rj SIDE VIEW 7^ LulAxt so
M9"
D 'N 1/4 "/FT MIN. Iff III(2
I PLAIE03XVS,()R�
3" PA L
X 4ft WID(
T SLAB
QE SEE
3" PANEL
F IN. GRADE
R M NDIE
WALL PANELS 11 1 PRODULI D
SEE GEN I NOTE 5 . � 11*. OMIVE " AREA W LESS IMN V11"
N)m
rLOM AXA. W LESS IN&N V7 a NL qEWn
ELEVATION •'M AREA %, L BE M -MILE. S IDE V IEW
MODULAR ROOM
4" All"
61, 51,
6" 062
202 302 L 7X2 S Al.
402 4X2 2X3 9X2 S.M.
602 SX2
2" 2" 6X2
.25 2"3;.
2' 093 ' , 1, .. [-093 3": 1 1 75
31 L_.125 2
I v
v
v
102 C IX2J 2-1 2i2 2.030 J 12
C2y2 3" IA Y. 3.030 T3 3X2
EXTRUSIONS C 1X3 C2) f f
COL
SEE lA&t G
121L 3"W13,
,SECT ION G SECT ION H (2) V"X3
7HLwxfml
1 V, 10 N.
S80.75.
l 1s w0y
1 Iw1 *Bn.sMN
8 . 91AN
(4)3/50.. 1' BOLIS
(2) 3/8- IV I 1/7SIAR (2) L 3E3X Von•
7A IW14025 I
c%mIE
cv.XTE
tw
.070
S 3.78 INS
- 7X3 Ltf=.160"
SECT I
SCREW EX IS7 . I AT 1A 10 RArI[RS
W/(2) 110111). SCREWS X 1 112" MIN
IArl[R IN NrIRAI [ON
PRL -DRILL ALL CASIMRS INIO
RA,r TERS 10 AVO ID SR 11 1
A2,flA5N 14G,
KAOCN, YC
ND1L5 Y2IlMC [F I$
�,V:.,." *�
I ,
0 1C,
S PER �XL . I A 8 1 1
SECT !ON F
Rw PAWL
V2'CYPRN
ie
SEE GEN. wit 5
"ME 5
IA&[ I
ALTERNATE SECTION I
ff
SECT ION L SECT ION M
-ALL 311, Fl,
CDL.2, ADD 2nd. LAYER X M- WIDE(BEAR IW
-ALL ON -Y)
ID/vw.N.r.
%.AS
as CONCRETE GEN. "DIE 6
COMP Acy
. . . . . . . . . . . . . . . . . . . . . .
SEE .......... I
16, Fro.
'KEC7 ION R
SLAB-&
SEE GENER"
1 NRU BOLT
jyy 5X 12 EA WAY
S
0 I'D T I F T A I L
NLY
ADHESIVE BDWED
INTERFACES
512E X2 4Xd?
A -IN
17, IN
SAN'
2.71 6.7i
#8 TEKS 12- 4j
T&B. START
6T.
3@-2". 2?*6"
EA. END
7X2 LAP
BEAM 9X2 LAP
1/4" THUNDERBOLT - 18"
.1"" IV12 ',Mv
SECTION N
.. .......
...........
............
ENG I NEER 'S CEPT I F I CAT I ON
TO THE BEST Of MY KNOWLEDGE , ELITE PANEL PRODUCTS, INC.
THE PLANS AND SPEC IF I CAT IONS 1801 N W . 64 t h - STREET FT . LAUDERDALE FL 33309
COMPLY W ITH APPL (CAKE
M I N I MUM BU I L D,�97:ODE ODES. MASTER PLAN DRAWING NUMBER:
or' SCREEN ROOM, CARPORT I PATIO 1891012 -R2/871111 -R2
INSULATED PANEL CONSTRUCTIONS
5595 STATE Or FLORIDA. WALL: P,12 (d= Y) ROOF R- 12 (Y) .... R-24 (6")
TH IS PR IINT IS VAL ID ONLY WHEN of 2
SEAL OF ENO INEER—OF—RCCORD SIMON H_ DISKINl P -E Z_
IS IMPRESSED OVER SIGNATURE CONSULT ING ENGINEER
-3 oF �
'-
FACING: 3105-H 14 ALUM. w
d CORE : EPS 2 DENSITY r- EL ITE STRUCTURAL PANEL
d I Ih4 F i . $ IN3/FT . `�- CD.!?C51TE PANEL SEAN L
I NC .026" .032" .026" .032"
3 11.380 1.691 0.920 1.127 TABLE NO .1 - CLEAR SPAN LENGTH L ( IN BEND ING)
4 12.4641-3.02311.23211.512
5 15.56816.839113561 .2801 d = 6 d = � � d'= 3' '
a PAN L WIND SIMPLE SPAN L W SIMPLE SPAN L W'/ SIMPLE SPAN L W
FAC ING VELOC IT SPAN L 1 0 .H 2 0 .H 1 3 0 .H 1 4 0 .H SPAN L 10 .H 2 0 .H . 3 0 .H 4 0 .H SPAN L 1 C .H 2 0 .H 3 0
+�- THICKNESS
100 MPH J 22 '-4" 123 '-5' 24 '-7'126'-10.'29 '-0' 15'-3" 19 '-2' 20 '-1'121 '-11'23 '-9' 1 15 '-10 ' 16 '-7' 17 -5' i9 -0120 -7-
.026''1 110 MPH • 20 '-912 1 '-9122 '-101`24 '-11127 '-0' 16 '- i i '17 '-8118 '-6'120 '-2' 21 '-101`'14 '-8" 15 '-5116 '-2-117 '-7'119
Lno 120 MPH 18 '-101' 19 '-9'1`20 '-9' 22 '-7'I 24 '-6' 15 '-5" 16 '-2' 16 '-1 18 '-6' 20 '-1' 13 '-4" 14 '-0' 14 '-8' 16 '-0'1` 17 '-i"
C) _' 100 MPH J 24 '-9"126 '-0'' 27 '-3'129 '-8'132 '-2' 20 '-3" 121 '-3' 23 '-4' 24 '-4' 26 '-4' i7 '-6" 18 '-51 19 '-3-121 '0' - 22 '-9"
M 032'' 110 MPH J 23 '-0-124 '-2' 25 '-4127 '-7' 29 '-1 "18 '-9" 19 '-8' 20 '-3' 22 '-6' 24 '-4' 16 '-3" 17 Tj 17 '- 10" 19 '-6 21 '-2"
120 MPH J 20 '-111'22 '-0'123 '-Ol 25 '-1' 27 '-2' 17 '-1" 17 '-1 VIS '-9' 20 '-6122 '-2'1 14 '-10 '15 '-7'116 '-4' 17 '-9' lc) --3"
100 MPH J 21 111'23 '-0' 24-1'126 '-4' 28 '-6'1` 17 '-10'18 '-9119 '-712 '-5'123 '-2'1` 15 '-6" 16 '-51 17 -1' 18 7120 '-2"
.Q26
110 MPH 20 1-121 '-1' 22 '-1'124 '-1' 26 '-1' 16 '-4" 17 '-2' 17 '-1 '19 7'121 '-3' 14 '-2" 14 10['15 '-7-117 '-0'
- - '-7' '-6' '-5' 4 '-3' 15 '-2" 15 '-11:'16 '-8'1` 16 '-2' i9 9 13 '-2" 13 '-10 '14 '-6'1` 15 '-10'17 '-2"
Z o 120 MPH 18 ' 8" .8 i 20 122 2
a _j1 100 MPH J 24 '-4'125 '-7-126 '-9129 '-2'i.31 `-B" 19 '-10 20 '-10f21 '-1 25 '- V25 '-9' 17 '-2" 18 '-O' 18 '-10120 '-7-122 '-4"
n 110 MPH 22 '-3"123 '-4'124 '-6' 26 -8' 28 '-1 "i8 '-2" 19 '-1' 20 '-0' -101'23 '-8' 15 '-9" 16 '-6117 .-4'118 '-11'20
.032
- - - 1 "1 - 1 - 17 --67-18
120 IDPH 20 '-8"121 '-8' 22 '-9'124 '- 1 .'26 '-1 "16 ' 10 ' 17 ' 8' 18 ' 6`120 '-2' 21 ' 4 '-7"I 15 ' 3' 6 ' 0'
DESIGN CRITERIA
1.ROOF LIVE LOAD - 20 PSF
2. DEFLECTION - L/60 (TABLE 103.2.1.)
3.V DESIGN PRESSURE MEAN ROOF HEIGHT .H=O' -15' TABLE 103.3.1 PSF.
( ) (.. 103.3.1)PSF.(
4.THE PRODUCTS SHOWN HERE IN MEET THE MINIMUM DESIGN REQUIREMENT OF THE 1997 STANDARD BUILDING CODE.
5. TABLE -1(ABOVE)MEETS WIND LOAD REQUIRE."I'TS FOR VELOCITIES OF 100 MPH,110 11PH,AND 120 11PH
RESPBCTIVELY.
* TABLE 2 - CARRY BEAM SPAN LENGTH 2
Dg!'r
..wE.L
P
OPEN BUILD ING
FI S I IN
I ENCLOSED �U LD G
4� IND ='RESSURE WIND I PRESSURE 4�J I N I PRESSURE
VELOC ITY ROOF WALL VELOC ITN ROOF WALL 1VELOC ITN ROOF WALL
100 MPH
-23 ± 13
100 MPH 1 -23 I
1 100 MPH I -26 ± 22
110 MPH
-27 ± 13
110 MPH 1 -27 1
1 110 MPH -26 1 ± 26
120 MPH
-32 ± 13
1 120 MPH 1 -32 1
1 120 MPH -32 1 ± 3 i
4.THE PRODUCTS SHOWN HERE IN MEET THE MINIMUM DESIGN REQUIREMENT OF THE 1997 STANDARD BUILDING CODE.
5. TABLE -1(ABOVE)MEETS WIND LOAD REQUIRE."I'TS FOR VELOCITIES OF 100 MPH,110 11PH,AND 120 11PH
RESPBCTIVELY.
* TABLE 2 - CARRY BEAM SPAN LENGTH 2
ROOF SPAN L BEAM S IZE (6063-T6 ALLOY, U .0 .N .
`=
2X2X .09� 2X2X .12 302 3X2 1402 4X2 j 5X2 6X2 I
7X3 ( I )F 7X,2 9X2
1D '-0" 4 '-11" 5 '-10" 5 '- 1' 6 '-1" 6 '-3" 8 '-4" 1 9 '-11" 10 '-5'
13'-4" 1 13 '-0'' 20'-0''
12 '-0" 4 '-7" 1 5 '-5" 4 '-9' 7 5_7-__5_'[' 5 '-10 ' 7 '- 10 1 9 '-4" 10 '-1'
12 -6" 1 11 '-10' 18 '-4"
14 '-O" 1 1 5 '- T- 77 6_1 S '-4" 5 '-6" 7 '-4" 8 '- 10" 9 '-7" I
11 '-10" 114. 10'` 17 '-4"
16 '-0" I L .L .=40 P .S .F .: REDUCE SPAN ABY 13z 7 '-O" 8 '-4" 9 '-1"
> 16" I L .L .=20 P .S .F . I NCREASE SPAN ,Q BY 20- 1 1 8 '-6"
11 '-2" 10 '-3" I 16 '-3-
10 '-2" 9 '-3" 1 14 '-6"
* REMARK: TABLE 2 VALUES ARE BASED ON L IVE LOAD L .L .= 30 P .S .F .
CONCRETE
CY I CF
TABLE 3
TABLE 4
ROOF SPAN 1 BOLT SPAC I N 2 BOLT SPAC ING ROOF SPAN WOOD SCREWS SCREW SPAC IN"
UP TO 12 '-D" 24" 0/C STAGGERED 1 18" O/C STAGGERED I UP TO 12 '-0" 3/8" X 4"
2 EACH RAFTER
UP TO 16 '-0" 1 18" 0/C S7AGGERED 1 12" 0/C STAGGERED I UP TO 16 '-0" DO
DO
OVER 16 '-0" 1 12" O/C STAGGERED 1 10" O/C STAGGERED I OVER 16 '-0" 1 DO
DO
(1) INSTALL INTO EXIST. CONCRETE T IE BEAM,
(2) INSTALL INTO SOUND LOAD-BEARING BLOCK.
0.3
0.4
0.4
0.51
ANCHORS: (0) STAR EXPANS ION BOLT , TAMP IN # 4025, 3/8" X 1/4" : OR
(b) JORDAN EXPANS ION BOLT , EXPAND-EZE , NO. 98-5, 3/8" X 2", SPACED AS SHOWN; OR
(c) 1/4" DR IvE NA ILS f 12" 0/C STAGGERED .
1944
2184
TABLE 5 - ISOLATED FOOT ING SCHEDULE
z
`=
CARRY BEAM SPAN LENGTH
41
S a
8,3
o Im
m
6 F.
8 F.
10 FT.
12 FT.
'- W
L
CT WT
LBS.
CONCRETE
CY I CF
CT wT
LBS.
CONCRETE
CY I CF
CT wT
LBS.
CONCRETE
CY CF
CT wT
LBS.
CONCRETE
CY F
:..
A
8'
10
12
14
218
273
327
375
1308
1638
1962
2250
0.3
0.4
0.4
0.51
9-
11.
13.
15.3000
1944
2184
0.4
0.5
12.
15.
2180
0.55
15 .
2616
3276
0.66
0.
<`:
B
2730
3270
0.68
0.82
19.
22.5'
2616
0.6
0.7
18.
21.
3924
450C...<.<'%''
3750
0.94
26.
16
18
20
428
480
533
2568
2880
3198
0.6
0.7
0.8
17.5
19.5
22,
3424
3840
4264
0_58F4
0.9
1.0
29.
51X.I(>"5.
`.
>'0
39
4.'
.;.r
:.......
`>;`'
B
4280
4800
1.07
1.20
29.5
33 .
5330
1.33
36. :.`<'`i
NOTES: 1. FOOT INGS W 12" SOIL OVERBURDEN MAY BE REDUCED IN DEPA3��:•:�:�:•
2 . FOOT I NGS MAY BE S I ZED PER CONCRETE VOLUME FROM TABLE 5 :: -""...V, I DED" 3 ,"� ? <t
.:.:. ;:.:::•:f;:;:::.;:;
SIDES ARE 18" X 18"MINIMUM • OR AS S I ZED I IN SKETCHES BELQ�:�>1I F00fi1=•�`�'�`�<.:::::.:;.:::�:..:::<.::
.
z :::::; ;..:<!
NAY R Y 4 IN ,
BE EDUCED B 0 U!J .
c F
A
B ,
{..:
3 X3 3 3 G'
41' 3 ..�.r 4� 3 '6"x3
B C
t:l is
-�-� •:'iiifii ..... vii::i;?•'.i'i'ii+ -ii::ii:iJ••'.•:4:•F�?;-0:•i::•::i..
ISOLATED AT CONCRETE FOOT
1:.: >8•;�:r;:::>�:>< 'r::�:>:-
TABLE;LUMN SCHEDULE
EBL ILD rnG TYPE COLUMN '-,PAC IN,I
SIZE ( 605' -T`
_ 4 '-0" MAX X M F MAT
SCREEN ROOM z 2 S . SEL
6 -8" fAkx .
30.2 S.M.. DR 2X2 S .
TEN
•::.;:;:.FASk' f 10 SNS 0 B" 0/1:-�����'
CARPORTS/PAT IOS 5'-0" AS
GENERAL NOTES:
1. PANELS SHALL BE F
2 . SREEN ROOM - SC
3. E•XTRUS IONS T�'1?
4. FASTENERS T8%`Q
'h-ATED.,:OR OTHER!
5. THE P RE (FOR
12 '-0"
TEDBY EL ITE PANEL PRODUCTS;�< < >< >€ < '
tkl OPEN INGS TO BE 60% OF GROSS s r `"
`::ALLOY 6063-T6, U .0 .N
? Ei& NON -MAGNET IC ST -t --ZSS STEEL , OR CADM IUM
jffi&t ES ISTANT .
I Iv# 15 M I NUF£
b>r`ONCRETE STS
.0IUST BECURE AT"
€$; T IVE.S64L BEAR ING
ENG INEER 'S CERT IF )CAT ION
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THE PLANS AND SPEC iF ICAT IONS
COVEPLY WITH APDL ICABLE
M. 1141MiMBUIL .+ ODES
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TH IS PR INT IS VAL 1D O!CY WEEN
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5`BU ILD INGS SHALL BE SEPARATED FROM THE BU ILD ING
Fpti7' 1J2" GYPASUM wALLBOAR , OR EOUAL .
''. AT 28 DAYS.
F-iRE INSTALLING EXPANSION BOLTS.
S.F.
VALID ONLY WIA' RAISED SUL
GODID FOR ONE (1)1
ELITE PANEL, PRODUCTS, INC.
ISO 1 N.W. 64th. STREET FT . LAUDERDALE FL . 33309
VASTER PLAN DRAW ING NUMBER:
SCREEN ROOM CARPORT PATIO I 8910',2-R2
INSULATED PANEL CONSTRUCT IONS
Y;ALL : R 12 (d=3") ROOF . R-12 (3' ... R-24 (6")
SII\40NH_DISKIN,P.E_• °f=
CONSULT ILII, ENG WEER
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- S5 0 11" O.C. TO 2" SOUND FASCIA
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FASTENED 10 RAFTERS WITH (1) J5 MIN. 12' EA SIDE
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D IU LE p51S AT ENDS •..
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EP -01 EP -01
EP -01
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:::..::::.:..::.;.:..
I THIS STRUCTURjNALL BE FABRICATED IN
ACCORDANCE WITtt: l : E STANDARD BUILDING
CONSIDERATIONS TO BE DESIGNEDBY OTHERS AS REQUIRED.
.024/.024 PANEL PIECE
,:;:4
CODE, 1994/1997 Elt3' _ ' • ; • ;: :;.ANY OTHER LOCAL CODES
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REQUIRE ADDITIONAL EN R :.:;::.';;;;;;;
SEE
TABLE SEE TABLE
2) THE EXISTING HOIST STRUCf :Qjj." •i; '' ..-SUPPORTING THE
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PANEL
TOISATISFYPCODEDPROVIDED ALUM. ECS
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':'
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TYPE 3105-HI54 ALUMINUM FACING AS AS SPECIFIED ABOVE,
(1) PCF ASTM C-578-R3.f•ARPFNTFR 10`t,TeB's::GP'; WITH zArna Hnnui um
• USE STRUCTURE ADHESIVE FOR
ll CONCRETE FLOOR SLAB SHALL MIN. f' SI] AT DAYS 20PSF
F5OORP
MIN COMPACTED SOIL. ALLOW 3 DAY CURE ENSTALL]NG BOLTS
EP -01,03 10 WALL PANEL INSIDE
#aSi:::
12) WINDOWS AND DOORS SHALL BE BY OTHERS IN ACCORDANCE
& OUTSIDE CONTINUOUS
MAY BE REQUIRED BY CODE (BY OTHERS).
N O SCA LE
EP -01
ROOF PITCH
]3)TIHDEIECIEEFOOT MAX PROVIDED
OSNOT EXCEED SPECIFIED
DRAWN BY: FLB 5/98
li MAY BE ANGLED
14) ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN OF WALL
SYSTEM AS SHOWN ONLY. USE Or THIS SPECIFICATION BY ELITE, et ol.
CHECKED BY: FLB ELITE
-2.077
EP -23- {
EP -03 EP -03
2.750
EP -23
INDEMNIIES AND SAVES HARMLESS THIS ENGINEER FOR ALL COSTS AND
DAMAGES INCLUDING LEGAL FEES AND APPELLATE FEES RESULTING FROM
t
FILE NAME:
18'' - 30''
1.500
2"WALL PANEL
14AIERIAL FABRICATION, SYSTEM ERECTION. AND CONSTRUCTION PRACTICES
FY n
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111
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ELECTRICAL- GROUND
D AND ALL RELATED WIRING AND
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:::..::::.:..::.;.:..
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CONSIDERATIONS TO BE DESIGNEDBY OTHERS AS REQUIRED.
FIND RAFTERS IN OPP.
D IR , SECURE W LTH
1/4"X4"LAC BOLTS :'.
"
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CODE, 1994/1997 Elt3' _ ' • ; • ;: :;.ANY OTHER LOCAL CODES
SUPERSCEDING SBC 94:::83JAB�E > S ..;R D.:i.*:DESIGN AND MAY
REQUIRE ADDITIONAL EN R :.:;::.';;;;;;;
THE EPS CORE SHALL BE SEPARATED FROM THE BUILDING INTERIOR
BY A 15 MINUTE THERMAL BARRIER OF APPROVED 5/8 INCH GYPSUM
2) THE EXISTING HOIST STRUCf :Qjj." •i; '' ..-SUPPORTING THE
WALLBOARD OR EQUAL AS REQUIRED BY LOCAL CODES.
PANEL
TOISATISFYPCODEDPROVIDED ALUM. ECS
•.
LOADED STRUCTURE AS VERII'i><3#vY::;Ri?: 2E:#i?i� L'"DER. NO WARRANTY,
EITHER EXPREjSED DR IMPLIE #kk$I #]#F7LIN
3) COMPOSITE ROOF AND WALL MEMBEI?3 :::B:::-tONSTRUCTED USING
LJLbs3 :::`#: '::'•::a::: a, ;:;: ;;:?a::::::±::::: ? '
':'
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ALL MEMBERS 0.05" THICL U.N.O. - ALL VALUES IN INCHES 4.000
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EP -01 -FEMALE FRAME JAMB EP- 03 - WALL INSERT EP -11 - CORNER POST r WALL THICKNESS
EP -13 -FLAT TOP CAP EP -14 /t1 RICH TOP CAP = 0.062'
t
FRANK L. BENNARDO, P.E.
CONSULTING ENGINEER
1860 N.W. BOCA RATON BLVD.
BOCA RATON, FL 33432
FAX: (561)2888 368-6478
#{CCORL
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:;;::;f£0R�8AiSii::')FiI!$:P13#$R FASTENING METHODS AND CODES.
�}�E"OR NOT ADEQUATELY HOLDING SHALL BE REPLACED.
*5� 3'.y2.:#
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..
£1.:�;{,: ;•.:':l�:A..�.'::.'i R WASHER MINIMIUM UNLESS NOTED.
W
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,Aa'"�ENC'F� 0 BE 2024-T4 ALLOY, NON-MAGNETIC STAINLESS STEEL, OR
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sAEi}fiiaD LOCALLLODES. ASSOCIATION]NC_ L APPLICABLE FEDERAL
REVISIONS
8)7HE':iDNTRACTOR IS RESPDNSIBLE TO INSULATE ALUMINUM MEMBERS
DISSIMILAR METALS T0 PREVENT ELECTROLYSIS.
EFROM
DESCRIPTION DATE
ELECTRICAL- GROUND
D AND ALL RELATED WIRING AND
CONSIDERATIONS TO BE DESIGNEDBY OTHERS AS REQUIRED.
. :
%%;"•':;'�/
THE EPS CORE SHALL BE SEPARATED FROM THE BUILDING INTERIOR
BY A 15 MINUTE THERMAL BARRIER OF APPROVED 5/8 INCH GYPSUM
::I.: . oo; ,.:1;'
�:
WALLBOARD OR EQUAL AS REQUIRED BY LOCAL CODES.
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ll CONCRETE FLOOR SLAB SHALL MIN. f' SI] AT DAYS 20PSF
F5OORP
MIN COMPACTED SOIL. ALLOW 3 DAY CURE ENSTALL]NG BOLTS
#aSi:::
12) WINDOWS AND DOORS SHALL BE BY OTHERS IN ACCORDANCE
WITH WIND PRESSURES IN DESIGN NOTES AND A.N.S]/A.AM.A
CURRENT SPECS. STORM SHUTTERS SHALL BE INSTALLED AS
MAY BE REQUIRED BY CODE (BY OTHERS).
N O SCA LE
,'••••••'•••::�
1 1E::33®T.'F SIDES
ROOF PITCH
]3)TIHDEIECIEEFOOT MAX PROVIDED
OSNOT EXCEED SPECIFIED
DRAWN BY: FLB 5/98
li MAY BE ANGLED
14) ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN OF WALL
SYSTEM AS SHOWN ONLY. USE Or THIS SPECIFICATION BY ELITE, et ol.
CHECKED BY: FLB ELITE
-2.077
EP -23- {
AS NEEDED
2.750
EP -23
INDEMNIIES AND SAVES HARMLESS THIS ENGINEER FOR ALL COSTS AND
DAMAGES INCLUDING LEGAL FEES AND APPELLATE FEES RESULTING FROM
t
FILE NAME:
I
1.500
I
14AIERIAL FABRICATION, SYSTEM ERECTION. AND CONSTRUCTION PRACTICES
I.350
(EP -p2)
I
BEYOND THAT WHICH 1S CALLED FOR BY LOCAL, STATE, AND
JOB #: 8157-14
(EP -22
FEDERAL CODES AND FROM DCVIATIDNS OF THIS PLAN.
15) EXCEPT AS EXPRESSLY PROVIDED 1N THIS SPECIICATIOR NO
_1 1
EP -22
I-- 2.250 —I
RECEIVING
_1
CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED.
THIS DOCUMENT 15 THE PROPERTY OF FRANK L. BENNARDO. P.E. AND SHALL NDT BE
REPPP DUCCD IN WHOLE OR PART
SHEET: 0 F
WALL THICK
CHANNEL
WITHOUT WRITTEN CONSENT E FRANK, L. BENNARDO P.E."
EFRANK L. BCNNARDO, PE.
= 0.062'
EP -23 HEADER
,