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Steven M. Urich, PE
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Category: Windows
(717) 317-8454
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-APProvea oy uorre. Approvals oy vorn snap oe revieneo ana rauneo oy cne FUL ana/or me commission r necessary.
Contact Us ;: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1874
The State of Florida Is an AA/EEO employer. Copgjght 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want youre-mall address released In response to a public -records request, do not send
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REVIEWED FOR
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ST. LUCIE COUNTY
BOCCE-,
FILE COPY
°-°-
Document Title:
Impact Performance
Doc No: FRM B1 443
Rev No: 4
page` 1 or- 1
KWYSTONE�
Certification
QG'1'nQT�F{CATION
Wm..+...:s.e:rtl— luszws�+.uF
Authorization Report
Required By: PRO 61-03
CAR & Product ID Number: 190 - 285
Issue Date:
11/11/2014
Revision Date:
5/21./2021
Expiration Date:
10/1/2024
Company Code:
190
This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review,
and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in
accordance with the specified referenced standard. Actual fenestration product performance may vary based on many
factors, including installation, condition of the wall/roof substrate and the age of the product and installation
components.
This report indicates the product is eligible for the application of keystone Certification Program certification labels.
Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen
evaluated and documented for certification authorization. Only products bearing such a certification label shall be
considered certified. The information in this report can be verified at www.keystonecerts.com.
Licensee Information:
Product Information:
PGT Industries
Model: SH5500 View PVC Imp Single Hung
1070 Technology Dr., PO Box 1529
Operator Type: H
Nokomis, FL 34274
Confrg: EM/AII, GS-5/16" Ann Lami IG
USA
Max Width: 52
Max Height: 92
Corresponding Structural CARs: 190-1028.0
Referenced Standard: Product Rating:
ASTM E1886-05/E1996-12 I Missile Level D, Wind Zone 4; DP=+/-50, 52x92
Qualifying Test Information:
Test Report No: FTL-7951 /7952/7953
Test Report Expiration; 10/1/2024
Authorized Signature: Keystone Certifications, Inc.
Aaron Shultz 145 Limekiln Rd., Suite 100B
14:51:45 2021.05.21 New Cumberland, Pennsylvania 17070
�grsTONE
��--,�- ....�,..
'00'04- Phone: 717-932-8500
Fax: 717-932-8501
W W W.KEYSTON ECERTS.COM
K
Document Title:
Impact Performance
Doc No: FRM B1-43
Rev No: 4
Pege; 1 or 1
K;,YSTONje
CQRT7FIGATONS. INC.
Certification
Authorization Report
Required By: PRO B1-03
CAR & Product ID Number: 190 - 286
Issue Date:
11/17/2014
Revision Date:
5/21/2021
Expiration Date:
10/6/2024
Company Code:
190
This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review,
and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in
accordance with the specified referenced standard. Actual fenestration product performance may vary based on many
factors, including installation, condition of the wall/roof substrate and the age of the product and installation
components.
This report indicates the product is eligible for the application of Keystone Certification Program certification labels.
Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen
evaluated and documented for certification authorization. Only products bearing such a certification label shall be
considered certified. The information in this report can be verified at www.keystonecerts.com.
Licensee Information:
Product Information:
PGT Industries
Model: SH5500 View PVC Imp Single Hung
1070 Technology Dr., PO Box 1529
Operator Type: H
Nokomis, FL 34274
Config: EM/AII, GS-5/16° Ann Lami IG
USA
Max Width: 52
Max Height: 92
Corresponding Structural CARs: 19.0-1029.0
Referenced Standard:
Product Rating:
ASTM E1886-05/E1996-12
Missile Level D, Wind Zone 4, DP=+65/-70, 52x92
Qualifying Test Information:
Test Report No: FTL=7954/7955/7956
Test Report Expiration: 10/6/2024
Authorized Signature: Keystone Certifications, Inc.
Aaron Shultz 145 Limekiln Rd., Suite 100B
EY^ New Cumberland, Pennsylvania 17070
14:53:28 2021.05.21 �1 � ,_,. �• phone: 717-932-8500
'00'04- b. Fax: 717-932-8501
V WV W. K EYSTO N EC E RTS.0 O M
ap
Document Title:
Structural Performance
Doc No: FRM B1-02
Rev No: 7
page' 1 or: 1
,KV,YSTONG.,�
aaCrLliiIF1CATIONS. I Npp
Certification
Authorization Report
Required By: PRO 1311-03
CAR & Product ID Number: 190 - 1028.0
Issue Date:
11/11/2014
Revision Date:
5/21/2021
Expiration Date:
10/2/2024
Company Code:
190
This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review,
and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in
accordance with the specified referenced standard. Actual fenestration product performance may vary based on many
factors, including installation, condition of the wall/roof substrate and the age of the product and installation
components.
This report indicates the product is eligible for the application of Keystone Certification Program certification labels.
Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen
evaluated and documented for certification authorization. Only products bearing such a certification label shall be
considered certified. The infbrrnation in this report can be verified at www.keyston.eterts.com.
Licensee Information:
Product Information:
PGT Industries
Model: SH5500 View PVC Imp Single Hung
1070 Technology Dr., PO Box 1529
Operator Type: H
Nokomis, FL 34274
Config: EM/All, GS-5/16" Ann Lami IG
USA
Max Width: 52
Max Height: 92
Referenced Standard: Product Rating:
AAMA/WDMA/CSA 101/IS2/A440-11 Class LC-PG50 13242330 (52x92)-Type H
Qualifying Test Information:
Test Report No: FTL-7949
Test Report Expiration: 10/2/2024
Authorized Signature: Keystone Certifications, Inc.
145 Limekiln Rd. Suite 100E
Aaron Shultz —'
6 K,�STo� New Cumberland; Pennsylvania 17070
'00'04-14:48:09 2021.05.21 �.`—' Phone: 717-932-8500
Fax 717-932-8501
W W W.KEYSTONECERTS.COM
#�
Document Title:
Structural Performance
Doc No: PRM B1-02
Rev No: 7
t'e98: 1 a: 1
KV-YST0N
CGRTIFIGATIONS. INC.
Certification
Authorization Report
Required By: PRO B1-03
CAR & Product ID Number: 190 - 1029.0
Issue Date:
11/11/2014
Revision Date:
5/21/2021
Expiration Date:
10/1/2024
Company Code:
190
This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review,
and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in
accordance with the specified referenced standard. Actual fenestration product performance may vary based on many
factors, including installation, condition of the wall/roof substrate and the age of the product and installation
components.
This report indicates the product is eligible for the application of Keystone Certification Program certification labels.
Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen
evaluated and documented for certification authorization. Only products bearing such a certification label shall be
considered certified. The information in this report can be verified at www.keystDnecerts.com.
Licensee Information:
Product Information:
PGT Industries
Model: SH5500 View PVC Imp Single Hung
1070 Technology Dr., PO Box 1529
Operator Type: H
Nokomis, FL 34274
Config: EM/AII, GS-5/16" Ann Lami IG
USA
Max Width: 52
Max Height: 92
Referenced Standard: Product Rating:
AAMAMDMA/CSA 101/IS2/A440-11 Class LC-PG65 1324x2330 (52x92)-Type H Neg DP=70
Qualifying Test Information:
Test Report No: FTL-7950
Test Report Expiration: 10/1/2024
Authorized Signature: Keystone Certifications, Inc.
Aaron Shultz 145 Limekiln Rd. Suite 100E
14:49:472021.05.21---'E—" New Cumberland, Pennsylvania 17070
'00'04- Phone: 717-932-8500
Fax: 717-932-8501
W W W. KEYS rONECERTS.COM
B. SEE
SHEET 3
A, SEE
SHEET 3
" SEE TABLE 1 '
28"
MAX
MAXA O.C.
`
I
I /
I /
12+
17.867' MAX. O.C.
Q
I /
MAX B
HEIGHT
�— TABL
10" MAX O.C.
O.C.
x
I
A
611Z" MAX
B — JIVUAIVMURDAI —L 1
ELEVATION FOR TYP. EQUAL LEG FRAME,
EQUAL-LITE CONFIGURATION
JCK
SEE
?1
B, SEE
SHEET 3
A, SEE
SHEET 3
GENERAL NOTES: SERIES 5500 IMPACT RESISTANT, VINYL
SINGLE HUNG WINDOW
1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE.
2) ALL WOOD BUCKS LESS THAN 1-1/2' THICK ARE TO BE CONSIDERED 1X
INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY
TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER.
1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER
LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR).
3) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING
OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. INSTALLATION
ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR
WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS
BEYOND THE SCOPE OF THESE INSTRUCTIONS.
4) MAX 1/4" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE
PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF
TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW.
5) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE
WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE
33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF
ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER
DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE FOR CORROSION RESISTANCE.
Y SEE TABLE 1 � n
28"
MAX.
12" MAX O.C.
`
1�
I /
/
17.8 .O.C.
Q
I I
MAX. B
HEIGHT
TABL
/11
I
A 1Ti'MAX.O.C.
s-1n• MAx
ELEVATION FOR TYP. FLANGE FRAME,
PROVIEW/ORIEL CONFIGURATION
(COTTAGE SIMILAR)
ICK
SEE
:1
IMPACT RATING
I DESIGN PRESSURE RATING
LARGE & SMALL MISSILE
SEE TABLE 1
IMPACT RESISTANT
MAX. BUCK WIDTH
SEE TABLE 1
r 2' MAX
D. SEE �._ � 4' MAX. O.C. 1L
SHEET4
C. SEE
SHEET 4
1
4' MAX
O.C.
I
MAX BUCK
HEIGHT SEE
TABLE 1
.I
C
D 2" MAX 1 r—
o17
XQ
ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME,
EQUAL-LITE CONFIGURATION
(SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS)
Window Buck Size
Configuration
Reinf.
Level
Design Pressure
Certification
(CAR) Number
Width
Height
+ sf
() p
(-) p sf
52-1/8"
84"
Equal-lite
R1
50.0
50.0
190-285, 1028
52-1/8"
84"
Std. ProView
52-1/8"
91-13/16"
Custom Sash
52-1/8"
84"
Equal-lite
R2
65.0
70.0
190-286, 1029
52-1/8"
W.
Std. ProView
52-1/8"
91-13/16"
1 Custom Sash
Mill. AAOn 1'1MIUM I = YYINUVYY DUUA MMIWM I - OU.1J0 )ArrLICA I V MT MMIbM I W 1./0 UM -01.
Iry -(MINOR EDITS I.I Ic'6iJRIAI 06/16/21 I
VINYL SINGLE HUNG INSTALLATION, LM
09/30/11
191 GENERAL NOTES & ELEVATIONS %M J ROSOWSKI I
SH5500 Iyl 1 OF 4 1§-1 SH5500-FPA
SHAPES MAY BE USED BY
INSCRIBING THE SHAPE IN
A BLOCK AND OBTAINING
DESIGN PRESSURES FOR
THAT BLOCK SIZE FROM
THE TABLE ON THIS SHEET.
COPYRIGHT O 2021
PGT INDUSTRIES, INC.
LIMITED LICENSE TO MAKE
COPIES FOR PERMITTING.
CERT. OF AUTH. #29296
1070 TECHNOLOGY DRIVE
N. VENICE. FL 34275 (941)480.1600
i
* �No. 687055
6/22211
i O STATE OF •' �(/�
A. LYNN MILLER, P.E.
P.E# 58705
TABLE 2: ANCHORS INSTALLED THROUGH FRAME TABLE 3: ANCHORS INSTALLED THROUGH INTEGRAL FIN
ANCHOR NOTES: OW-791 OR
1)'UNGROUTEDCMU' SILICONE
VALUES MAY BE USED 1/2' NOM.GLASS
FOR GROUTED CMU O BITE TYP. REINFORCEMENT TYPE A
APPLICATIONS. EXTERIOR
2)PANHEAD, FLATHEAD
OR HE TABLEHEAD ARE
ACCEPTABLE.
3)ANCHORLENGTHTO TYP. GLAZING DETAIL REINFORCEMENTTYPEB
BE SO THAT A MIN. OF 3
THREADS EXTEND
BEYOND THE METAL (� n
SUBSTRATE. L/ II
REINFORCEMENT TYPE C
—�{ 7/8" NOM. 7!8' NOM.
5/16" A/A PVB I 5/16" A/A PVB
7/16" AIR SPACE 3/8" AIR SPACE COPYRIGHTO 2021
PGT INDUSTRIES, INC.
1/8" ANNEALED OR 3/16" ANNEALED OR LIMITED LICENSE TO MAKE
TEMPERED GLASS TEMPERED GLASS COPIES FOR PERMITTING.
CERT. OF AUTH. #29296
DURASEAL, DURASEAL, 1070 TECHNOLOGY DRIVE
SUPERSPACER SUPERSPACER N. VENICE, FL 34275 (941)-480-1600
OR CARDINAL OR CARDINAL
XL EDGE XL EDGE `\��tt11I I I I/!!!!��
LYNN
TABLE4:REINFORCEMENTTYPES GLAZING TYPES ���;�N�c
* .r No. 58705
PVB INTERLAYER MANUFACTURED BY KURARAY AMERICA, INC. 13 - r/6/23/21
a VINYL SINGLE HUNG INSTALLATION, LM 09/30/11 %�.(� •. ATE OF
o GLASS/ANCHORS/FRAME OPTIONS om J ROSOWSKI SS10NALtE���
® SH5500 r 2 OF 4 3 SH5500-FPA m B A LYNN MILLER, P.E.
y rn pZ P.E.#58705
Anchor
Substrate .
Min. Edge
Distance
Min.
Embedment
#10 SMS
(steel, 18-8 S.S.
or 410 S.S.)
Max. DP of 50.0 psf
P.T. Southern Pine (SG=0.55)
7/16"
1-3/8"
Steel, A36
318"
0.050"
Steel Stud, A653 Gr. 33
318"
0.0346" (20 Ga.)
Aluminum, 6063-T5
3/8"
0.0713" (14 Ga.)
#12 SMS
(steel, 18-8 S.S.
or 410 S.S.)
P.T. Southern Pine (SG=0.55)
9l16"
1-3/8"
Steel, A36
3/8"
0.050"
Steel Stud, A653 Gr. 33
3/8"
0.0346" (20 Ga.)
Aluminum, 6063-T5
3/8"
0.0713" (14 Ga.)
3/16" Ultracon
Max. DP of 50.0 psf
P.T. Southern Pine (SG=0.55)
7/16"
1-3/8"
Concrete (min. 3.00 ksi)
Ungrouted CMU, (ASTM G90)
1"
2-1/2"
1-318"
1-1/4"
3/16" Ultracon+
Max. DP of 50.0 psf
P.T. Southern Pine (SG=0.55)
7/16"
1�18"
Concrete (min. 3 ksi)
1"
1-3/8"
Ungrouted CMU, (ASTM G90)
1"
1-1/4"
1/4" Ultracon
P.T. Southern Pine (SG=0.55)
1"
1-3/8"
Concrete (min. 2.85 ksi)
1"
1�/4"
Ungrouted CMU, (ASTM G90)
2-1/2"
1-1/4"
1/4" Ultracon+
P.T. Southern Pine (SG=0.55)
1"
1-3/8"
Concrete (min. 3 ksi)
1�/i6"
1-3/4"
Ungrouted CMU, (ASTM G90)
1"
1-1/4"
1/4" Crete -Flex
(410 S.S.)
P.T. Southern Pine (SG=0.55)
1"
1�/8"
Concrete (min. 3.35 ksi)
1"
1-3/4"
Ungrouted CMU, (ASTM G90)
2-1/2"
1-1/4"
1/4" Aggre-Gator
(18-8 S.S.)
Concrete (min. 3.275 ksi)
1-1/2"
1-3/8"
P.T. Southern Pine (SG=0.55)
1"
1-3/8"
Ungrouted CMU, (ASTM G90)
2"
WINDOW SHAPES AS SHOWN BELOW OR
SIMILAR, MAY BE USED BY INSCRIBING THE
SHAPE IN A BLOCK AND OBTAINING DESIGN
PRESSURES AND ANCHORAGE FOR THAT BLOCK
SIZE FROM THE TABLE ON SHEET 1.
—�{
WIDTH
WIDTH
�—
I
I
I
l=
(EQUAL-LRE
=
W
�
l_
(PROVIEW/ORIEL
---
W1�
i
RAOIUSTOP
SHOWN)
ARCHlOP
SNOWN)
Reinforcement
Upper Lite
Lower Lite
Level
Bottom
Rail
Top Rail
Bottom
Rail
Side
Rails
R1
B
A
A
A
R2
C
A
A
A
Anchor
Substrate
Min. Edge
Min.'
Distance
Embedment
2-1/2" x .131" Common Nail
p T. Southern Pine (SG=.55)
9/16"
2-7/16°
Max. DP of 50.0
2-1/2" x .131" Ring -shank Nail
P.T. Southern Pine (SG=.55)
9l16"
2-7/16"
2-1/2' x .145" Roofing Nail
P.T. Southern Pine (SG=.55)
9l16"
2-7/16'
P.T. Southern Pine (SG=.55)
3/4"
1�/8"
#10 SMS
Aluminum, 6063-T5
318"
0.0713" (14 Ga.)
(steel, 18� S.S.
Steel Stud, Gr. 33
3/8"
0.0346" (20 Ga.)
or 410 S.S.)
Steel, A36
3l8"
0.050"
SHOWN
INSTALLED
THROUGHIX
BUCKSTRIP
FLANGE
FRAME
SHOWN
BUCK
HEIGHT
EQUAL
LEG
FRAME
SHOWN
EDGE DISTANCE
EMBEDMENT
I
EMBEDMENT
-
EDGE
DISTANCE
• LS 2J OPT. SASH TOP
LIFT RAIL
M:AIlK_1w-9:10mWill 3
OPT. SASH
BOTTOM LIFT
HANDLFJLOCK
NO ANCHORS
REQUIRED IN
FLANGE OR
EQUAL -LEG
FRAME SILLS
SHOWN
SHOWN
INSTALLED
INSTALLED
DIRECTLY TO
THROUGH 1X
EMBEDMENT
SUBSTRATE
BUCKSTRIP
�E
DISTANCE
EXTERIOR'
2C!1.0-
♦
�,�!
UAL
.. �6
WIDTHLANGE
- BUCK
HORIZONTAL SECTION A -A SHOWN
INSTALLATION NOTES:
1) SEE SHEET 1 FOR SPACING
REQUIREMENTS.
2) SEE TABLE(S) ON SHEET 2 FOR
ANCHORAGE AND SUBSTRATE
REQUIREMENTS.
3) MAX. SHIM THICKNESS TO BE 114°.
4) GLASS SHOWN IS FOR
COPYRIGHT© 2021
FLANGE
LJU�
ILLUSTRATIVE PURPOSES ONLY AND
PGT INDUSTRIES, INC.
MAY DIFFER TO MEET DESIGN
LIMITED
TINREQUIREMENTpES
SHOWNE
FOR PERMITTING.
o 5) FIN AND/OR FLANGE MAY BE
CERT. OF AUTH. #29296
C�D� REMOVED TO CREATE OTHER FRAME
1070 TECHNOLOGY DRIVE
EXTERIOR TYPES.
N. VENICE, FL 34275 (941}480-1600
INSTALLATION THROUGH
THE FRAME, INTO METAL
l l I I III////'
`,Ill
Lymv
' uCENSF
=
*
No. 5B7015•
ff
�'O tIl
221
�
STATE
VINYL SINGLE HUNG INSTALLATION, LM
o 09/30/11
o FLANG -/EQUAL-LEG INSTALLATION
m
J ROSOWSKI
®
y SH5500
3 OF 4
&i
SH5500-FPA
z B
A LYNN MILLER, P.E.
P.E.# 68705
;i
i
i
i
i
j..
i
I.I
I I
EXTERIOR
a
SHOWN INSTALLED SHOWN INSTALLED
THROUGH THE THROUGH THE
FRAME INTEGRAL FIN
BENT
V SHOWN BUCK WIDTH
HORIZONTAL SECTION C-C
INSTALLATION NOTES:
1) SEE SHEET 1 FOR SPACING
REQUIREMENTS.
2) SEE TABLE(S) ON SHEET 2 FOR
ANCHORAGE AND SUBSTRATE
REQUIREMENTS.
3) MAX. SHIM THICKNESS TO BE 1/4•.
4) GLASS SHOWN IS FOR ILLUSTRATIVE
PURPOSES ONLY AND MAY DIFFER TO
MEET DESIGN REQUIREMENTS.
5) FIN AND/OR FLANGE MAY BE REMOVED
TO CREATE OTHER FRAME TYPES.
OPT. SASH ' L� COPYRIGHT® 2021
BOTTOM LIFT PGT INDUSTRIES, INC.
HANDLE/LOCK
FIN a n� I LIMITED LICENSE TO MAKE
EXTERIOR
FRAME F FRAME 11 o FRAME UD� o
EXTERIOR
SHOWN FIN FIN
COPIES FOR PERMITTING.
CERT. OF #DRIVE
SHOWN SHOWN 1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275 (941)-480.1600
INSTALLATION THROUGH INSTALLATION THROUGH THE
THE FRAME, INTO METAL INTEGRAL FIN, INTO METAL III r/r7''
LYNN,y�i �'�.
SHOWN EDGE �� '��;''�,\GENSF''•�ii
INSTALLED DISTANCE' "•.'P
THROUGH N0.68705
THE EDGE - * : '•
INTEGRAL FIN '
DISTANCE V�
6/23/21
EMBEDMENT ��
VINYL SINGLE HUNG INSTALLATION, LM 09/30/11 �� STATE OF
o i�'' AZORIOP.•''G,�
VERTICAL SECTION D-D d INTEGRAL FIN INSTALLATIONJ ROSOWSKI �s`S'7ONAL
m
0 o rr/IfIllllll\\
® = SH5500 i 4 OF 4 a P.E.#58705
32 SH5500-FPA B A LYNN MILLER, P.E.
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