HomeMy WebLinkAboutEVALUATION REPORTW ,,r\ cam, v w
aNNED 1239 Jabara Ave.
URNER
BY North Port, FL 34288
ENGINEERING & as gn*/ G� Ph. 941-380-1574
07
CONSULTING, INC. ����,w(®—FBPE C.O.A. #29779
Evaluation Report 295E
COPY September 7, 20175
Product Description: Series 8100 PVC Single Hung, Large Missile Impact, 52" x 96" unit size Oriel
configuration at +/-70 PSF
Manufacturer: Custom Window Systems, Inc. 1900 SW 44 h Ave, Ocala, FL 34474
1 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC
Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 6`b
Edition (2017) Florida Building Code including the High Velocity Hurricane Zone. The product testing
standards performed are outlined below.
Technical Documentation:
1) . This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL
2) Approval drawing CWS-295E, signed and sealed by Lucas A. Turner, P.E.
3) Test Reports NCTL-210-3946-05 and -5A, by National Certified Testing Laboratories, Orlando,
FL, TAS testing signed and sealed by Gerard J. Ferrara, with testing performed: TAS
201/202/203-94, ASTM E 1886-05, ASTM E 1996-05/09, and AAMA/WDMA/CSA
101/I.S.2/A440-08
4) Supplemental Calculations to support CWS-295E, signed and sealed by Lucas A. Turner, P.E.
Installation: Units must be installed according to approval document CWS-295E.
Limitations of Use: This product:
• May be used in O/X Oriel configuration in sizes up to 52" x 96" unit size at +/-70 PSF, with max.
glass DLO heights as shown in CWS-295E
• Is impact resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• Requires 7/8" Insulating Glass. consisting of, in the Fixed Lite: 3/16 Ann. or Temp. outboard
(Tempered required above 30 ft in HVHZ) — Air — 7/16 Laminated (3/16Ann-.09OSGP-
3/16Ann). In the Sash: 1/8 Ann. or Temp. outboard lite (Tempered required above 30 ft in
HVHZ) — Air — 5/16 Laminated (1/8Ann-.090PVB-1/8Ann)
• Requires in Sash Kuraray (Dupont) PVB Interlayer per Miami -Dade N.O.A. 16-1117.02t
• Requires in Fixed Kuraray (Dupont) SentryGlas Interlayer per Miami -Dade N.O.A. 14-0916.1 It
• Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 17-0206.1 Ot
t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find
that they comply with the requirements of the 6th Ed. (2017) Florida Building Code for use in this
product.
Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial
interest in Custom Window Systems or in any company manufacturing or distributing products for which
this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest
in any other entity involved in the testing or approval process of this product.
Wk
Lucas
.�. too 58201%
=��I�
9/07/2017
Turner
- :*
Lucas A. Turner, P.E.
2017-09-16
:13 ;. STATE OF : ��
FL PE #58201
09:23+20:00
� `�'
.�,0 t5 Ft 1 O P`"Qi�`���
SINGLE HUNG ORIEL - LARGE MISSILE IMPACT
97 1/4"
MAX.
OVERALL
FLANGE
MAX.
B
30 3116"
MAX
SASH
HEIGHT
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS.....1
GLAZING DETAIL.................................2
SECTION VIEWS.................................3
EXTRUSIONS & B.O.M........................4
ANCHOR SCHEDULE & NOTES
INSTALLATION DETAILS....................6
53 14' —
MAX OVERALL
FLANGE WIDTH
MAX. UNIT WIDTH
13/16" GLASS DLO
A-
---t--- —I—
I
�13
I I
O I I GLASS
I B t
I 6
X I O 26 7/8"
6 GLASS
DLO
4 C
C - A
— 45 114" —
GLASS DLO
48 9116"
MAX. SASH WIDTH
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
y�NizWsi;Fs�kg�
TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT
EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND
1900 SW 44TH AVE.
IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED
OCALA, FLORIDA 34474
IN ASTM E 1996 PER THE FBC.
WWW.CWS.CC
2. GLAZING OPTIONS: (SEE SHEET 2)
8100 PVC
3. CONFIGURATIONS: "O/X".
SINGLE HUNG
4. DESIGN PRESSURE RATING:
IMPACT
-NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND
GLASS TABLES ASTM E-1300-04e01/09.
-POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER
INFILTRATION TEST PRESSURE AND GLASS TABLES
Fa-
o w o 0
ASTM E-1300-04e01/09.
Z
w
w -io
o
ci� ZOZ}Oir�m
5. ANCHORAGE: THE 331/3%STRESS INCREASE HAS NOT BEEN USED
LL
a w z F- 3: 2 _
IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR
Z
Z = 2 ¢ 0: w O O
DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD
O
U
O F O Cj ¢ = I- K
UNF'-ZD-P a)(L
ANCHOR CALCULATIONS.
p
j- Z Co
6. PRODUCT APPROVED FOR IMPACT RESISTANCE. THE IMPACT
O- j U
r LL M zcnO O LL Z
a:Z
SWEEP LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING
NORMAL OPERATION OF THIS PRODUCT, BUT MUST BE ENGAGED
< ¢O w - .,
w 4 �
0
WINDS AND FLYING DEBRIS.
H
Or
Y
O O o o
PRIOR TO EXPOSURE TO HURRICANE
w
w (nit._
z"-'w O_jaDl=
22
a0
a a. =
7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT
w O I, Co
USED AT FIXED MEETING RAIL AND JAMB.
m
m a w � wa
8.
IDES
9. THEGNAT10N XAND O STAND FOR THE FOLLOWING:
.p'�.
�``�,,S,P CE•ETIS••TG
F /'fin'
X = OPERABLE SASH, O = FIXED SASH
��J�?.'" •;
No 582J1
10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
LOCATION.
11. EXTERNAL WEEP SLOT = 1/4" x 1-1/4" LOCATED 4" FROM BOTH ENDS.
� STATE OF
4_ n..A.
DESIGN PRESSURE
MAX. UNIT SIZE
IMPACT RATING
RATING
52" x 96"
+/- 70 PSF
LARGE MISSILE IMPACT
Lucas
Turner
2017-09-25
15:08+20:00
9/25/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVF�
NORTH PORT, FL 3g
PH. 941-380-157(,
GENERAL NOTES AND
ELEVATIONS
ADE 1 09/12/08
CWS-295 E
ALE: SHEET
1:20 1 OF 6
' 48
FIXED LITE
718" OVERALL
7/8" OVERALL
3116" ANNEALED OR TEMPERED
1/8" ANNEALED OR TEMPERED
1/4" AIRSPACE
7/16" AIRSPACE
7/16" LAMINATED
5/16" LAMINATED
3116" ANNEALED
1/8" ANNEALED
,090" SENTRY GLASS IONOPLAST INTERLAYER
.090" DUPONT PVB INTERLAYER
3/16' ANNEALED
11W ANNEALED
QUANEX DURASEAL
IG SPACER
QUANEX DURASEAL
IG SPACER
SIKAFLEX 552 OR
I/e
PURFECTGLAZE"H"
SIKAFLEX 552 OR
PURFECT GLAZE'H"
1/2" GLASS BITE • ^ Ilj� Rjl 1/2" GLASS BITE
WINDOW SYSTEMS IS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
www.cws.cc
8100 PVC
SINGLE HUNG
IMPACT
i 3 ¢Z�
P- Dw0 WHO
z wJ0
w ZOZ w—Zf-
O ;z W3>-OO=3:m
u. Fw ZFR:m=
Z Z=S<ww00
O OH-O Q=Fw
U UyFZa-F.cod
Z ZOV,1 co
—jU—
zowz
} Q-'WoxO
W 0cl w(DO wU,I�
E2 z�a 0 co
=~w wi'iWo
a
qo
�
z Z
SASH LITE
9/25/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE-,
NORTH PORT, FL 34�
PH. 941-380-1574?
GLAZING DETAILS
ADE
09/12/08
DWG 0:
REV.:
SETTING BLOCKS PER FBC 2411.3.3.1
CWS-295
E
SCALE:
SHEET
1:1
20176
INTERIOR
WIN®ObV SYSTEP95
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWWCWS.Cc
45 3 7 53 12 38 13 35 32 4 45
0
8100 PVC
®
SINGLE HUNG
D D
IMPACT
0
as
o
a
- ¢z0
woo
1
nn
n
P
Z
w
owo
w J O W f- w
zoz_ ��?�-
0�
14
O
F--;Fcw�ZO3i�2
33
1
Z
z2�¢D'woo
3 15 54 65 66 63 19 4
O
O f- 0 6 U F- w
SECTION B-B
o
z
z` - Z �- 0 co
o(D :) U_
NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW,
}
¢ 3 LL w p = LLo v
w
RIGHT SIDE SHOWS SASH SECTION VIEW.
o i- F z
14
w_
O0ofCD0wcnfiy..
40
D:
a0
Zcow 0-ImF-
dS
31 39
wF=-O >-
(a X�'nw
a
7 6
VIO,RuEVY "�
34 INTERIOR
,,,0
v .y.,6EIYs*-. L'�
9
'�.�
4J. cni
�A
48
N. 58201 :
62
QS STATE OF J'41
4 0 A 10:0��`�
16 53
10
65
1
66
62 n
Z�
34
q
9/25/2017
1a � 3
LUCAS A. TURNER, P.E.
O 6
2
FL PE # 58201
2
JABARA AVE'
30
NORTHRTH PORT, 34
0 3
PH.941-380-1-1574
45 �o
0
SHEET DESCRIPTION:
SECTION A -A SECTION C-C
SECTION VIEWS
ALTERNATE IMPACT HOOK
DRAWN BY:
DATE
AIDE
09/12/08
DWG9:
REV.:
NOTE: ITEMS NOT SHOWN FOR CLARITY:
CWS-295
E
20, 25-26, 31, 36-37, 44, 51-52, 55-56, 64, 67-68
SCALE:
SHEET
1:2
30F6
Main Fr
R
Vendor
27
1 P-3783
ILock, Impact, PVC
Interlock
28
134069
Keeper, Impact, PVC
Interlock
Zamac
30
P3215
Weep Coeerw/ Flap
Gaer
Plastic
31
S-6077
HD Fixed Meeting Rail Cover
Mikron
Vinyl
32
P3429
Wstp., 0.270 x .187 back FinSeal, Gray
Ultrafab
33
P3429
Wstp., 0.270 x .187 back FinSeal, Gray
Ultrafab
34
P3429
Wstp., 0.270 x .187 back FinSeal, Gray
Ultrafab
35
P3429
Wstp., 0.270 x .187 back FinSeal, Gray
Ultrafab
36
P3429
Wstp., 0.270 x .187 back FinSeal, Gray
Ultrafab
37
P4638
#8 x 2-1/2 PH Mod. Truss, Type A, TEK 2
Fastenal
Steel
38
P3768
#8 x 0.625 Ph PH SMS
Hub City
Steel
39
P-4051 W
#8 x 1.250 Ph FH TEK, Wht.
Hub City
Steel
40
P4264W
#8 x 314 FH PH w/#6 Head, TEK, Wht.
Hub City
Steel
44
P-3342
Seam Sealer, SM-5504
Schnee
45
P-3752
Cap Plug, 1/2" Hole
M&M
Nylon
47
P-3438
Sikaflex 552 or Purfect Glaze "H"
Sika/Henkel
48
P3352
ISet. Blk., 85 Dur., 1/8" x 5/8" x 2" Lg.
F. Lowe
Rubber
51
P3881
Temporary Lbl. (NFRC/DP)
52
I P3613
I CWS Lbl. (loco)
Pro Label
68
x
x
21
PVC FRAME FLANGE
H-6031
ilia"
5/16"
19
1J16"
PVC SCREEN SUPPORT
S-6014
1�j _II 9
IL�I 1/16"
REINF. SASH MTG. RAIL
H-1497
1 151, 6"
I rF 10
1 518" �1I
L 1116"
PVC SASH BTM. RAIL
H-6051
1 3/16"
12
1 iif�
1/16"
PVC SASH SIDE RAIL
H-6004
1 1/8"
1/z^
18
1/18"
PVC SCREEN CATCH
S-6013
3/4"
13
REINF. SBR/SSR
S-1498
r 2 3/16"
I � 8
1 518"
1/16"
PVC SASH MTG. RAIL
H-6027
�4"
3
15J16" ,/16„
REINF. SBR
H-1699
138,
130
11} 6"
1/16"
PVC SASH STOP
S-6029
1/4• r
14
7/a" 15
16
17
PVC GLAZING BEAD
S-6064
CONSTRUCTION
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
W W W.0 WS.CC
8100 PVC
CORNER WELD
(ALL SIDES)
SINGLE HUNG
1:8
IMPACT
37
1-
z aZ�
❑WO ¢WFO❑W
z
WJ❑ ~z
W
❑
zOZ--F
Qto� }Ow3:a
ILL
Z
HW ZH3:g=
Z= n Q w W O O
O
0
0U)r-zahrAD-
FIXED MEETING RAIL SCREWED TOGETHER WITH
Z
O 0 U uj j 0-
OUTERFRAME
1:8
<
F z W 2 0 O u. —
g3
0Q¢:C)ul=F0`
of}0wO
31/8"
ZmW�O-W-+U)F-
a w
1/" 5
IL
0
_
I — �W
=� W �'
IL
o
t- tr a
L1 7/8"
0 INN......
t No 58201 1.1A
HD MTG RAIL
H-1681
:9: STATE OF
�23118•
13l4"--I
We4'*%4OR1QF'���`�
31
'14 /ONAI-0jle
15/16"
1N8"
PVC MTG RAIL COVER
S-6077
0 3/16"
O
1 5116" 1!2"
5•3l16^
7i8" 6 vs^ � 10 3" D
F
IMPACT HOOK SCREW SUPPORT
P-3113
S-1577
LINE ITEMS NOT USED:
7 11 21-22 29 41 43, 49 50, 55, 57-61, 69 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED.
9/25/z017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE,
NORTH PORT, FL 342
PH.941-380-1574
Duraseal
Allmetal
Alum
Allmetal
Alum
Allmetal
Plastic
Bettervue
Fiberglass
SHEET DESCRIPTION:
BOM AND EXTRUSIONS
Dapa
Vinyl
Summit
Alum
9.Screen
SS
DRAWN BY:
ADE
DATE:
09/12/08
r. Plastics
Nylon
Sullivan
Steel
Fastenal
Zinc
DWG s:
CWS-295
REV.:
E
Sullivan
Zinc
Fastenal
Steel
SCALE
12
SHEET
4OF6
6" MAX
6" MAX.
12"
MN
m
ANCHOR A'
RAIL CENTI
mP•)
4"
WINDOW SYSTEMS N
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
W W W.CWS.CC
8100 PVC
SINGLE HUNG
IMPACT
SEE NOTE 2
Q Z aZ0
QWO
INSTALLATION W z 0 Z w= Z W
ANCHOR (TYP.) OLL F W 3 O
Z F 3r _
Z ZS2alxwp0
O Or0 a=��
V UyFZdI-in CL
OZVu)ZOLLV
W O-0�O W(A iW
R Zia LL
OJa)F-
O wP0 w=—,>
a t=- O- M�a
No 58201
ANCHOR LAYOUT - (FLANGE) *'
-v:
9 ; STATE OF
NOTES:
••rrnmum'
1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD.
2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1116" IS PRESENT. LOAD BEARING SHIMS SHALL BE
�Z
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED.
3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6.
9/25/2017
LUCAS A. TURNER, P.E.
4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST
BE PROTECTED TO PREVENT REACTION.
FL PE # 58201
1239 JABARA AVE.
5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM
NORTH PORT, FL 342,
SPECIFIED IN TABLE 1, SHEET 6.
PH. 941-380-1574
6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE.
SHEET DESCRIPTION:
INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE.
ANCHOR SCHEDULE AND
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
NOTES
7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL.
DRAWN BY:
DATE:
ADE
09/12/08
S. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE.
DWG#:
REV.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED.
CWS-295
E
9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS:
SCa E
SHEET
FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS)
1:25
5 OF 6
SUBSTRATE BY OTHE
SEE TABLE 1
PERIMETER SEALANI
BYINSTALLER
INSIDE AND OUT
SEALANT BEHIND
FLANGE BY INSTALLE
INSTALLATION ANCHOI
SEE TABLE 1
SEALANT BEHIND
FLANGE BY INSTALLEF
PERIMETER SEALANT
BYINSTALLER
INSIDE AND OUT
SUBSTRATE BY OTHEI
SEE TABLE 1
TYPICAL HEAD ANCHORAGE
SEE TABLE 1
VERTICALSECTION
B TYPICAL SILL ANCHORAGE
TABLE 1: APPROVED INSTALLATION FASTENERS
SUBSTRATETYPE
ANCHOR TYPE
MIN. EMBEDMENT
MIN. EDGE DIST.
CONCRETE (2.0 KSI MIN.)
3/16" rrW TAPCON
1-1/2"
1-1/9,
HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.)
3/16' I W TAPCON
1"
2"
CONCRETE (2.85 KSI MIN.)
3116" ELCO ULTRACON
1"
1"
GROUT -FILLED CMU (ASTM C-90)
3/16" ELCO ULTRACON
1-1/4"
2-1/2"
2XMIN. SOUTHERN PINE (G=0.55)
3/16" ITW TAPCON
OR ELCO ULTRACON
I-W8"
7/9'
2XMIN. SOUTHERN PINE (G=0.55)
#10 WOOD SCREW
13/8"
7/9'
16 GAUGE (0.060") MIN. STEEL STUD
(33 KSI YIELD MIN)
#1D-16 HILTI KWIK-FLEX OR ITW
TEKS SELF -DRILLING SCREW
FULLTHREAD
THRU 0.060"
7/16"
1/8" ALUM. (6063 T5 MIN.) OR
1/8" STEEL (33 KSI MIN.)
#10 GRADE 5 SELF TAPPING /
DRILLING SCREW
FULL THREAD
THRU 0.126'
7116"
MIN. EMBEDMENT
SEE TABLE 1
1/4" MAX.SHIM—
INSTALLATION ANCHOR
SEE TABLE 1
-SUBSTRATE
BY OTHERS
SEE TABLE 1
MIN. EDGE DIST
SEE TABLE 1
PERIMETER SEALANT
BYINSTALLER
INSIDE AND OUT
SEALANT BEHIND
FLANGE BY INSTALLER
g HORIZONTAL SECTION
6 TYPICAL JAMB ANCHORAGE
PERIMETER SEALANT
BYINSTALLER
INSIDE AND OUT
C HORIZONTAL SECTION
S BOX FRAME INSTALLATION
HEAD AND SILL SIMILAR FOR BOX INSTALLATION
FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE,
UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED:
- MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED
INSIDE AND OUT, FULL PERIMETER, BY INSTALLER.
- PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
SHOWN FOR FLANGE WINDOWS.
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
W WW.CWS.CC
8100 PVC
SINGLE HUNG
IMPACT
Q Z 7i <zo
I- a W O Q F 0 W
Z WJm
IIIZOZ_ wt- _
LL I-W�ZO�m2
Z zm�<wWp0
O 01-0 C=FI
U z— So - CL ZI-a ln
Z 001--Z)Ufn
�gO�UrZ
F. 00��0Wfn I11
z�Wa O-1cnr-a. I
OWI-X�
0 W
d F- a a Wa
rz
9/25/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 3425.
PH.941-380-1574 j
INSTALLATION DETAILS
ADE
09/12/08
TG S:
REV.:
CWS-295
E
'ALE:
SHEET
1:2
6OF6