37 NE 101 St (13)GLAZING
PRODUCT
/
TYP.
MULLION
GLAZING
PRODUCT
Mi
ID
GLAZING
PRODUCT
ANCHORS:
TYPE. "B
"C" OR "0
BOTH ENDS
W1 W2
W
T YP.
MULLION
= W1 +W2
(2) WINDOWS W MULLED TOGETHER
FOR DETERMINING MAX ALLOWABLE
DESIGN PRESSURE SEE TABLES
ON PAGE 5 OF 5
MAX OPENING = W OR W 1 +W2
MULL LENGTH = H
NOTES;
1. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION
REFER TO SHEETS 2, 3 AND 5
ANCHORS:
TYPE. "B ",
C " OR "0"
BOTH ENDS
2. WINDOWS MAY BE MULLED TOGETHER, TO A MAX. OF 5 UNITS
3. MULLIONS ARE APPROVED FOR IMPACT & NON — IMPACT
4. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975
-- --W- -1
GLAZING
PRODUCT
TYP.�
MULLION
GLAZING
PRODUCT
H1
H HI +H2
(1) WINDOW MULLED
W /ONE ABOVE
FOR DETERMINING MAX ALLOWABLE
DESIGN PRESSURE SEE TABLES
ON PAGE 5 OF 5
MAX OPENING = H OR H1 +H2
MULL LENGTH = W
ANCHORS:
TYPE. "E',
"C" OR "0"
BOTH ENDS
H
ce,„
Robert L. Cl k, P .
P.E. #39712
W
WI - W2
W
W WI +W2
H H1+H2
(2) WINDOWS MULLED
W /ONE ABOVE
FOR DETERMINING MAX ALLOWABLE
DESIGN PRESSURE SEE TABLES
ON PAGE 5 OF 5
M1) MAX OPENING = H OR H1 +H2
MULL LENGTH = W OR W1 +W2
M2) MAX OPENING = W OR W i +W2
MULL LENGTH = H1
INDUSTRIES
H2
H1
Revsd By:
ANCHORS
TYPE A'
Date:
Drawn By:
P.J.P.
Title:
>»
1070 TECHNOLOGY DRIVE P.O. BOX 1529
NOKOMIS. Fl. 34275 NOKOMIS, Fl. 34274
ANCHORS:
TYPE. "B
OR 'D
BOTH ENDS
Chid By:
H
Dote:
4/28/00
MULLS
W1— W2 ----W3
W
W e WI +W2 +W3
H a HI +H2
MULTIPLE WINDOWS MULLED
W /ONE ABOVE
FOR DETERMINING MAX ALLOWABLE
DESIGN PRESSURE SEE TABLES
ON PAGE 5 OF 5
M3) MAX OPENING = H OR H 1 +H2
MULL LENGTH = W OR W1 +W2 +W3
M4) MAX OPENING = W1 +W2 OR W2 +W3
MULL LENGTH = H1
PRODUCT REVISED
ttn comPlytaf win!' the Florida
Bolding Code
Oro, No 02- 0
&
Eiplra ue� "'°'
B «
Alia i Dade Product Control
Division
Date:
Revisions:
Description:
ARRANGEMENT DETAIL
STD. WALL MULLION
W
Series /Model: Scale: Sheet:
NTS 1 of
Drawing No.
H2
H1
APPROVED AS COMPLYING WITH THE
SOUTH FLORIDA BUILDING CODE
D E JU
BY
PRO° T t !TIROL DIVISION
BUILDING CODE COMPLIANCE OFFICE
ACCEPTANCE NO. 0 - d4 12 .473
6620
Re
ELEV. TOP OF POOL WALL
Spy
DEPTH OF POOL
5.5
ELEV. POP OF MAINDRAIN
2.5
FLOOD CRITERIA
6.0
ELEV. TOP OF MAINDRAIN
2.5
POOL IN FLOOD CRITERIA
3.5 ,
LESS 2'0' HYDROSTATIC VALVE
1
SLAB THICKNESS REQUIRED
6'
SURFACE AREA (SQ. FT.)
332
VOLUME (GALLONS)
10000
TURNOVER (HOURS)
8
PERIMETER (FEET)
16
DECK AREA (SQ. Ft)
414
- %L
6 THICK GU ITE WALL REINFORCED WITH
• 3 BARS , %1 j0 CENTERS BOTH WAYS
6' THICK GUNITE FLOG LAB REINFORCED
WITH " 3 13,41q18 A 1 ' C ENTERS BOTH WAYS.
F.P.L.
METER
PLUMBING NOTES:
ELECTRICAL NOTES:
STRUCTURAL NOTES:
6' CERAMICS
HOUSE
PANEL
3"127HWNIN
1/2' CONDUIT
WATER LEVEL
JUNCTION
TIMER
110V/12V BOX
TRANSFORMER
11/2 HP PUMP
1 BAR CONTINUOUS
4' CONCRETE SLAB
7:10 . ( '
Ih 6x6 10/10 W.M.R.
SLA3 SECTION
NO SCALE
I. ALL POOL CONCRETE SHALL DEVELOP A MINIMUM 28 DAY
COMPRESSIVE STRENGTH OF 3000 PSI.
2. ALL REINFORCING STEEL SHALL HAVE A MINIMUM YIELD
STRENGTH OF 60,000 PSI.
3. ALL DECK CONCRETE (WHEN INSTALLED UNDER THESE PLANS)
SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI.
4. THE DESIGN OF THIS PROJECT HAS INCORPORATED A
RATIONAL DESIGN APPROACH BASED ON ACCEPTED ENGINEERING
PRINCIPALS.
BRICK OR STONE
COPING
FOOL SECTION
1- 2P -20,4
I- IP -15A 2 • 14 THWN + 1"12 THWN
1/2' CONDUIT 2 " 10 THWN + 1"12 THWN
IN 1/2' CONDUIT
ELECTRIC RISER DIAGRAM
1 1/2' HYDROSTATIC VALVE
SET IN 3/4' WASHED ROCK BED
NO SCALE
1. ALL POOL AND EQUIPMENT PIPING SHALL BE SCHEDULE 40,
PVC - PW, NON - THREADED, NSF APPROVED SUPPORTED CONTINUOUSLY
ON GROUND OR ON MAXIMUM 4'0' CENTERS WITH CLEVI8
HANGERS.
2. ALL SUCTION PIPING FITTINGS LOCATED BELOW GRADE
SHALL BE 45 DEGREE BENDS.
3. ALL SUCTION PIPING SHALL 13E 2' DIAMETER AND ALL
PRESSURE PIPING 1 1/2' DIAMETER UNLESS OTHERWISE NOTED.
4. POOL WATER DISPOSAL SHALL 13E IN ACCORDANCE WITH
ARTICLE 50043 OF THE SOUTH FLORIDA BUILDING CODE.
5. ANTI VORTEX MAINDRAINS SHALL HAVE A MINIMUM 6 SQ. IN.
OPEN AREA.
6. A 12'x12' MAINDRAFN GRATE MAY BE SUBSTITUTED FOR
ANTIVORTEX TYPE.
NO SCALE
12 VOLT
POOL
L IGH7
I. ALL POOL ELECTRICAL WORK SHALL BE ACCOMPLISHED IN COMPLIANCE
WITH NATIONAL ELECTRICAL CODE.
2. ALL ELECTRICAL GROUNDING AND BONDING SHALL CONFORM
TO ARTICLE 680 OF TI-4E NATIONAL ELECTRICAL CODE.
3. NO OVERHEAD WIRING SHALL BE LOCATED WITHIN 10'0'
OF POOL'S WATER EDGE.
4. SHOULD THE ELECTRICAL RISER DIAGRAM NOT ACCURATELY
DEPICT REQUIRED WORK, A REVISED DRAWING SHALL BE SUB-
MITTED AND APPROVED SHAOWING EXPECTED AS BUILT CONFIGURATION
WITH ADDITONAL SERVICE AND LOAD CALCULATIONS, IF NECESSARY.
SAFETY NOTES:
RECIRCULATION PUMP
11/2 60 GPM AT 60'TDH
SELF- PRIMING
,\4A0- p�'`
MIN. 18' BELOW WATER
LEVEL
AIR RELIEF VALVE
1 1/2' POOL WASTE
2 "3 BARS
ACROSS NICHE
SOIL NOTE: ✓
BASED ON A VISUAL INSPECTION OF THE SITE,
SOIL CONDITIONS, ROCK AND SANDARE ADEQUATE
FOR THE DESIGN BEARING CAPACITY OF 2000 PSF.
HOWEVER, IF DURING EXCAVATION, CONDITIONS
OTHER THAN ABOVE ARE ENCOUNTERED, TI-4E
ENGINEER SHALL BE NOTIFIED.
EQUIPMENT ISOMETRIC
POOL FILTER WITH 36
SQUARE FEET OF FILTER
SURFACE AREA
PRESSURE D.E.
NO SCALE
BOND WIRE TO
POOL STEEL
POOL WALL STEEL
I' NON METALIC CONDUIT
TO JUNCTION BOX
LIGHT BoUY
UNDERWATER L1C4 -4T DETAIL
2' SUCTION
1. A PEWANENT SAFETY WARNING SIGN SHALL BE PROVIDED AT
ALL SWIMMING POOL AND SPA AREAS READILY VISIBLE FROM THE
POOL AREA IN ACCORDANCE WITH APENDIX F ANSI/NSPI - - 95.
2. THE WARMING SIGN, A8 PER ITEM 1 ABOVE, el-$ALL WARN AGAINST
SHALLOW WATER DIVING, THE PREVENTION OF DROWNING AND SHALL
INCLUDE THE FOLLOWING STATEMENT:
POOL, SPA AND HOT TUB BARRIERS:
ALL POOLS, SPA6 AND HOT TUBS SHALL COMPLY
WITH SECTION 5001 OF THE SFBC AND SPECIFICALLY
50012 (10) (8a) 'ALL DOOR WITH ACCESS TO THE
POOL SHALL BE EQUIPPED WITH AN ALARM WHICH PRODUCES
AN AUDIBLE WARNING WHEN THE DOOR OR ITS SCREEN IS
BEING OPENED. THE ALARM SHALL SOUND CONTINUOUSLY FOR
A MINIMUM OF 30 SECONDS AFTER THE DOOR IS OPENED AND
BE CAPABLE OF EMITTING A SOUND OF SUFFICIENT VOLUME TO
BE HEARD IN THE DWELLING. THE ALSRM SHALL BE EQUIPPED
WITH A MANUAL MEANS TO TEMPORARILY DEACTIVATE THE ALARM
FOR A SINGLE OPENING. THE DEACTIVATON SWITCH SHALL BE
LOCATED AT LEAST 54 INCHES ABOVE THE THRESHOLD OF THE
DOOR
NO SCALE
ANTI VORTEX
COVERS
2' SUCTION
'THERE 18 NO SUBSTITUTION FOR ADULT SUPERVISION OF SMALL
CHILDREN. IT IS STRONGLY RECOMMENDED THAT AT LEAST ONE ADULT
RENDERING CHILD SUPERVISION BE TRAINED IN ARTIFICIAL RESPIRATION
AND /OR CARDIOPULMONARY RESUSCITATION (CPU).'
3. ALL DOORS WITH DIRECT ACCSS To THE POOL AREA SHALL BE
EQUIPPED WITH AN ALARM WHICH PRODUCES AN AUDIBLE ALARM WHEN
THE DOOR oR ITS SCREEN IS OPEN.
HYDROSTATIC
RELIEF
VALVE
MAINDRAIN SECTION
NO SCALE
NOTE: STEP STEEL
NOT REQUIRED
18' 12'
ST -._FF DETAIL
WATER LEVEL
WEIRI
CERAMIC TILE THROAT
POOL WALL
SAME THICKNESS
AS WALL
NO SCALE
SKIMMED' DETAIL
POOL COPING WATER LEVEL
SWIMOUT DETAIL
NO SCALE
4 RISERS AT 10 ' EACI - 4
OPTIONAL 2' TILE OF
CONTRASTING COLOR
ADJUSTABLE LID
FOOL DATA:
CONCRETE
BASKET (MIN 15 SQ.IN.)
NO SCALE
SuC71oN LINE
24'
MAX. c j >
2' TILE STRIP of
CONTRASTING COLOR
HYDROSTATIC UPLIUT
NOTE: IF THE POOL IN FLOOD CRITERIA 18 LESS THAN
6.1 FEET THEN THE FLOOR SLAB SHALL TAPER FROM
6' AT TI-4E SHALLOW END TO THAT INDICATED ABOVE
AS SLAB THICKNESS REQUIRED.
' S 3 .X r� •: . ):
' ¢
. 2000
DATE
KOOLDECK OVER
CONCRETE SLAB
CANTILEVER
DECK
2 - 6' RISERS
I - 12' TREAD
EXISTING
WOOD DECK
EXISTING
RESIDENCE
INLET
WEATNERPROOP GPI RECEPTACLE
LOCATED 10 - 20 FEET FROM
POOL WATER EDGE
5 EET
P 8, 2000
DATE
2 - 6' RISERS
1 - 12' TREAD
VACUUM
FOOL LAYOUT
1/4' =1'0'
SKIMMER
4' CONCRETE SLAB
LUI --4 6x6 10/10 WIRE MESH
, , 71 ' POOL LEVEL
6' CERAMIC
TILE
POOL WALL
1'6'x4'0'
SUJIMOUT
MAINDRAIN
R
2 001U\
12V
LGT
WATER
29.11
2004 0.1-4.
SERVICE 15.0
PANEL
10.6.3
SEPTIC
/ANK E
METER
N.E. 101 STREET
POOL WALL
EQUIP
LOCATION PLAN
NE 101 STREET
P.C.T. 1 x MULLION
MULLION CLIP
CUT FLANGES OFF OF
MULL CLIP TO FORM A
V AND
INSTALL AS SHOWN
FOR 1" MULL i"
---1 " MULL i"
MIN,
P.G.T.
MULLION
TYPICAL MULLION TO MULLION INSTALLATION TYPE "A°
w00D
BUCK
IMPORTANT;
QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL
REPRESENTATION ONLY. FOR CORRECT QUANTITY OF
ANCHORS PLEASE REFER TO CHARTS AND FIND THE
CORRECT MULL SIZE AND PRESSURE REQ'D FOR YOUR
SPECIFIC APPLICATION.
1 - - 2" OR 4"--I
MIN.
1
2h S (TYP
1i MIN.
NOTE;
1. FOR MULL SIZE AND QUANTITY OF ANCHORS REQUIRED
SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET 3.
QUANTITY OF ANCHORS FOR MULL -TO -CLIP IS THE SAME
AS THE QUANTITY OF ANCHORS FROM CLIP -TO- OPENING.
2. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975
r 2" OR 4 "--1
TYPICAL MULLION TO STRUCTURE WITH
WOOD _PUCK TYPE "8",
/12 F. H. S.M.S.
STAGGERED ON
OPPOSITE SIDES
(SO AS NOT TO
INTERFERE WITH
EACH OTHER)
/12 S.M.S. (199/)
ALL FASTENERS
MUST BE DADE COUNTY
APPROVED. SEE NOTE /1
/12 F.N. S.M.S.
STAGGERED ON
OPPOSITE SIDES
(SO AS NOT TO
INTERFERE WTTH
EACH OTHER)
SEE NOTE /1
/12 WOOD SCREW (199/)
MtM 1 PENETRATION INTO
W000 BUCK. ALL FASTENERS
MUST BE DADE COUNTY
APPROVED. SEE NOTE /1
P.C.T. lx MULLION
s
Robert L. Cl
RE. #39712
WOOD BUCK
REMOVED TO
CONCRETE
k,'I E.
P.C. T. Ix MULLON
TYPICAL MULLION TO STRUCTURE WITH WOAD
BUCK REMOVED FROM CONC. TYPE "C".
i
7
W000
BUCK
MIN.
MW. '1
[---2" OR 4"--1
2h (TYP} I
1b ( ), „7— MIN. �" TAPCON (246/)
I
/ MIN. 1i PENETRATION INTO
. l .• • CONCRETE OR BLOCK
• STRUCTURE. ALL FASTENERS
MUST BE DADE COUNTY
APPROVED. SEE NOTE /1
MIN.
TYPICAL MULLION TO STRUCTURE WITH
WOOD BUCK AND CONC, TYPE "D';
INDUSTRIES
Revsd By Dote:
Drawn By:
P.J.P.
Chkd By: Dote:
Dote:
4 /28/00
Title:
1" STD. WALL MULLION
Revisions:
Description:
CLIP & INSTALLATION DETAIL
1 ell t: I 191
NTS 2 of 5
Series Model:
1070 TECHNOLOGY DRIVE P.O. BOX 1529
NOKOMIS, FL 34275 NOKOMIS, FL 34274 MULLS
/12 F. H. S.M.S.
STAGGERED ON
OPPOSITE SIDES
(SO AS NOT TO
INTERFERE WITH
EACH OTHER)
SEE NOTE /I
1 --- 2" OR 4 "--
PRODUCT REVISED
as coteptyioa with the Florida
Bolding Code
Acceptance No 2Q 0 7.01. 0 S
EiplratloaDate
By
Mite 1 ade Product Coutroi
Division
Scale:
/12 F.H. 5.M•5.
STAGGERED ON
OPPOSITE SIDES
(SO AS NOT TO
WTERFERE WITH
EACH OTHER)
SEE NOTE /1
1.41N. TAPCON (246/)
MIN. 1} PENETRATION INTO
CONCRETE OR BLOCK
STRUCTURE. ALL FASTENERS
MUST BE 040E COUNTY
APPROVED. SCE NOTE /1
APPROVED AS COMPLYING WITH THI
SOUTH FLORIOA BUILDING CODE
DA
BY
PRO CT • TROLDIVISION
BUILDING CODE COMPLIANCE OFFIC
ACCEPTANCE NO DO— O Q / 2 .0
Drawing No.
6620
CLIP LENGTH CHART
FOR 1x MULL
4ULL SIZE
'A'
x 2 x k
1 f4
x 4 X b
IMPORTANT:
QUANTITY OF
ANCHORS SHOWN
ARE FOR A PICTORIAL
REPRESENTATION
ONLY. FOR CORRECT
QUANTITY OF
ANCHORS PLEASE
REFER TO CHARTS
AND FIND THE
.ORRECT MULL SIZE
AND PRESSURE
REQ'D FOR YOUR
SPECIFIC
APPLICATION.
A
2
L A
1" MULL CLIP
TWO (2) ANCHOR LOCATIONS
EXTRUSION DWG / 1099
8 MIN. FROM
ENDS (TYP)
1 MAX
- 1 4
MAX.
r/
NOTE; /c L
1. REFERENCE TEST REPORT FTL- 29022903 AND 2975 297/L
� MIN.
1" MULL CLIP
FOUR (4) ANCHOR LOCATIONS
EXTRUSION DWG / 1099
1070 TECHNOLOGY DRIVE P.O. 80X 1529
3�
4
1" MULL CLIP W/ TABS REMOVED
TWO (2) ANCHOR LOCATIONS
EXTRUSION DWG / 1099
MIN. FROM
END (TYP)
41"
1" MULL CLIP WJTABS REMOVED
FOUR (4) ANCHOR LOCATIONS
EXTRUSION DWG / 1099
PRODUCT REVISED
as coarplyiag with the Florida
Suidiag Code
Accept :ace No 0
Espirstloo Date
By
Mica Dade Product Coalral
Division
-0 0 .05
8 = -3 . MIN. FROM
r i END (TYP)
APPROVED AS COMPLYING
�{ IITT THI
fl
SOUTH ANA reiti I E
DATE , u� { j �
BY
PRO ONTROL DIVISION
BUILDING CODE COMPLIANCE OFFIC
err =pr,►n r,F NO Od O 9 1 2_ 0,
FUT
INDUSTRIES
Revsd By:
rifle:
1 »
Dote:
Grown 8y:
P.J.P.
Chkd By:
Dote:
Dote:
4 /28/00
Revisions:
Description:
1 " MULLION CLIP ANCHOR LOCA
TION
STD. WALL MULLION
Series /IAodel: Scale: ll Sheet: Drowinq No.
I N1T z
Re
4
g (TYP)
1 x STD. WALL MULLS
MAT'L: 6063 -T6
/
NOTE: Robert L. C ark, .E.
P.E. #39712
1 occcr�cAirc TccT PPP PT F i —2QA2 2 AND 2975
1070 TECHNOLOGY DRIVE
unvnuic n 4497
1
g (TYP)
Revsd By: jDote Chkd By: iDot :
Drawn 8y: Date:
P.J.P. 4/28/00
Description:
PROFILES
Title:
P.O. BOX 1529
mnitradi' Fl . 14 274
PRODUCT REVISED
a coaplyteg with the Florida
Balding Code
Acceptance No >► . - 0 01.
Eipiratti Date i�I%) • G
By
M - Dade Product Control
Division
Revisions:
STD. WALL MULLION
Series /Model: Sheet: Drowing
MULLS 1Scole:
NTS 1 4 of 5
APPROVED AS COMPLYING WITH Tl
SOUTH FI,Qf}�QA (DUI I it 'E
IRA
��
8 OATS
PROD - sNTROL DIVISION
BUILDING CODE COMPLIANCE 0 It
ACCEPTANCE NO . 0 0- 0 9
No.
6620
1 x2x.125
2 Anchors
_42
48
50.625
___54,
63-_
- - - - -
- --
76
90
96
- -- - - 108
111
144
1 x4x.125
4 Anchors
42
48
50.625
54
60
63
66
72
76
78
84
90
96
108
7- _ 111
144
OPENING WIDTH IN INCHES
50 60 - 70 80 i 90 100 110
129 115 107 104 103 103 103
83 73 67 63 61 61 61
70 61 55 52 50 49 49
57 49 44 41 ! 39 38
_41 35 — 31 29 27 I 26 25
_ 35 -- -1 30 27 1 24 x23 �� 22 21
— 30 26 — 23_ J 21 ; 19 18 18
23 _ - 20_ 1 17 _ 16 ! -
- 20 -- 17 — t 15 ' - _! — f
18 15 .. I 1
-
50 60 70 80
170
170
170
170
170 _
170
170
142
120
111
88
72
59
41
38
17
170
170
170
170
170
160
145
120
102
94
75
60
50
35
32
170 170
170 170
170 170
170 170
157 143 134 ; 127 124
141 1 128 119 E 112 108
127 115 106 100 96
105 95 I 87 I 81 77
90 81 I 74 I 69 65
68 63 60
83
65 59 53
53 47 I 43 39 37
43 38 ( 35 1 32 1 30
27 24 22 20
30
•
74
49
28 24 l 22 20
46
19
120 1 130 160 .I
103
61
49 1
38
25
17 17
- - 1
1
103
61
49
38
25
20
t7
74
63
57
44
35
28
19
17
103
61
49
38
25
20
NOTES:
1. MAXIMUM ALLOWABLE PRESSURE IN PSF.
2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS,
1.
CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE
OPENING WIDTH IN INCHES
90 100 I 110 1 120 130 I 160
170 i 170 170 ; 170 170 I 170
170 170 1 170 j 170 170 1_170
170 I 170 170 170 170 -1— _150_.
162 I 158 157 157 I 157 I
122 122 122
106 106 106
93 92 92
72
61
55
42
33
27
18
16
71
59
53
40
31
24
16
Robert L. Clark, P.E.
3. REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 P.E. #39712
1070 TECHNOLOGY DRIVE
P.O. BOX
1529
Vertical Mull
_Opening_]
Width
et
1�.
Opening
Width
Mull
Length
Mull
Length
i
I _
L ---- Opening
Width
Horizontal Mull
Multiple Mulled Units
Mull
Length
E CHARTS
WALL MULLION
Series /Model: Scoie: Sheet:
itlIrc I N TR .5 ot
PRODUCT REVISED
t*
as complying Dior
Balding Coot
Accepttece NoO2-0 01.05
Espi n DDes
Mt B
Min .:1 e Prodect Control
Division
APPROVED AS COMPLYING WITH T
SOUTH FI lDiti " Q0E
DA EE BY .L.-
PROD : C = TROT DIVISION
UItDiNG CODE COMPLIANCE OF
M C EPTANCE NO 00 - 041 2 :
INDUSTRIES
Revsd Sy: rate:
Drawn By:
P.J.P.
Description:
PRESSUR
Title:
1 "
STD.
Chkd By Dote:
Date: /28/00
Revisions:
Drawing No.
6620
: 7 7-
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