WS-10-20-2306, 10391 NE 4th AveMiami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Location Address Parcel Number
10391 NE 4TH AVE, Miami Shores, FL 33138 1122310150110
Contacts
GEORGE RICE _ Owner STANLEY SUMMER LLC W Contractor
10391 NE 4 AVE, MIAMI SHORES, FL 331382011 STANLEY ABBOT SUMMER
Other: 3057585537 408 Grand Concourse, Miami Shores, FL 33138
Business: 3057762443
Inspection Requests:
Description: REMOVE 1 WINDOW AND REPLACE WITH IMPACT Valuation: $ 1,300.00
WINDOW 1 i 4949:
Total Sq Feet: 0.00
[ iru
Fees
Amount
Application Fee - Other
$50.00
CCF
$1.20
DBPR Fee
$2.00
DCA Fee
$2.00
Education Surcharge
$0.40
Scanning Fee
$9.00
Technology Fee
$2.75
Windows/Shutters Fee
$60.00
Total:
$127.35
Building Department Copy
Payments
Date Paid Amt Paid
Total Fees
$127.35
Credit Card
10/29/2020 $77.35
Credit Card
10/09/2020 $50.00
Amount Due:
$0.00
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores
Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate
permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information i's>accurate and that all work will be done in compliance with all applicable laws
regulating construction and zoning. Futhermore, I authorize abov ,named contractor to do the work stated.
Authorized Signature: Owner / Applicant
/ Agent
Date
October 29, 2020 Page 2 of 2
Miami Shores Village
10050 N E 2 Ave
Miami Shores FL 33138
305-795-2204
Location Address Parcel Number
10391 NE 4TH AVE, Miami Shores, FL 33138 1122310150110
Contacts
GEORGE RICE Owner STANLEY SUMMER LLC Contractor
10391 NE 4 AVE, MIAMI SHORES, FL 331382011 STANLEY ABBOT SUMMER
Other: 3057585537 408 Grand Concourse, Miami Shores, FL 33138
Business: 3057762443
Description: REMOVE 1 WINDOW AND REPLACE WITH IMPACT Valuation: $ 1,300.00 Inspection Requests:
' S 7fr�-4949
WINDOW EEi
i Total Sq Feet: 0.00
Fees
Amount
Application Fee - Other
$50.00
CCF
$1.20
DBPR Fee
$2.00
DCA Fee
$2.00
Education Surcharge
$0.40
Scanning Fee
$9.00
Technology Fee
$2.75
Windows/Shutters Fee
$60.00
Tota I :
$127.35
Applicant Copy
Payments
Date Paid Amt Paid
Total Fees
$127.35
Credit Card
10/29/2020 $77.35
Credit Card
10/09/2020 $50.00
Amount Due:
$0.00
For Inspections, Call (305) 762-4949 or Log on at https://bidg.miamishoresvillage.com/cap/.
Requests must be received by 3pm for following day inspections.
NOTICE: In addition to the requirements of this permit, there may be AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER
additional restrictions applicable to this property that may be found in the GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS,
public records of this county. STATE AGENCIES, OR FEDERAL AGENCIES.
October 29, 2020 Page 1 of 2
1_'.0
BUILDING
PERMIT APPLICATION
I]BUILDING ❑ ELECTRIC
a1
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel• (305) 795-2204 Fax• (305) 756-8972
u�cE1vED
INSPECTION LINE PHONE NUMBER: (30S) 762-4949 � �i �
FBC 20 ���
Master Permit No. �'J'
Sub Permit No.
❑ ROOFING ❑ REVISION ❑ EXTENSION [—]RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS
JOB ADDRESS:10391 NE 4th Ave
❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#:11-2231-015-0110 Is the Building Historically Designated: Yes NO X
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder):George T Rice Jr Phone#:786-359-4545
Address:10391 NE 4th Ave
City: Miami Shores state: FL Zip: 33138
Tenant/Lessee Name: Phone#:
Email
CONTRACTOR: Company Name: Stanley Sumner LLC Phone#: 305-776-2443
Address:408 Grand Concourse
City: Miami Shores State: FL Zip: 33138
Qualifier Name: Stanley Sumner Phone#: 305-776-2443
State Certification or Registration #: CGC1510052 Certificate of Competency #:
DESIGNER: Architect/Engineer: NA Phone#:
Address:
City:
Zip:
Value of Work for this Permit: $ Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition
Description of Work: Remove 1 window and replace with Impact Window
Specify color of color thru tile:
Submittal Fee $ Permit Fee $
Scanning Fee $ Radon Fee $
Technology Fee $
Training/Education Fee $
CCF $
DBPR $
CO/CC $
Notary $
Double Fee $
Structural Reviews $
(Revised02/24/2014)
Bond $
TOTAL FEE NOW DUE $� • ��
Bonding Company's Name (if applicable) NA
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State
Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet tfre standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
Y0UR-XOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature Signature I�L� k JJ/.
OWNER or AGENT CONTRACTOR
The foregoing instrument/was acknowledged before me this
`>✓1) day off ,N CPy_�� 20 by
who is personally known to
me or who has produced as
Theforegoinginstrument was acknowledged before me this
"1 day of SLW �-T\ 20 ZL by
who is personally known to
me or who has produced P 1p�( Id. C M rykkR Lop,
identification and who did take an oath.
identification and who did take an oath.
NOTARY PUBLIC:
NOTARY PUBLIC:
Sign :y ro t' OA
Sign:
Print: M42& I c,;.
Print: Sc'
ad7,(� C,
Seal: !'� MARGIE SUSAN MP
MY COMMISSION # G
Seal:
, ;---,— — w..k
*: *
+r• :o�: EXPIRES: February
Bonded �y pvplic
ape-., SANDRA GARQA
Notary Public -State of F on a
o`d Commission # GG 945040
Bonded through Nationai Notary Assr.
APPROVED BY
Plans Examiner
Zoning
Structural Review
(Revised02/24/2014)
Clerk
Stanley Sumner LLC - CGC1510052
408 Grand Concourse — Miami Shores — FL — 33138 — 305-776-2443
Date -
State of: Florida
County of— Miami Dade
Before me this day personally_appeared,S(,lmar %nl f� WobbA'rnrho is duly_sworn,
deposes and says:
That he or she will be the only person working on the project located at:
10391 NE 4th Ave — Miami Shores — FL - 33138
Contrac r SignatGre
Sworn to (or affirmed) and subscribed before me this day of 2020
By SLAM VU r �-VAVI \ . A-bb o-V7
Personally known
OR Produced Identification'DCiVer `S UCe !&e
Type of identification Produced
Print, Type or Stamp Name of Notary
—
_SotapryZAMYECOES 9XPIRES: March 2024goiN
71705
public U
rs
Miami shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Notice to uwner — worKers, compensation insurance exemption
Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05
allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to
obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure:
An employer in the construction industry who employs one or more part-time or full-time
employees, including the owner, must obtain workers' compensation coverage. Corporate officers
or members of a limited liability company (LLC) in the construction industry may elect to be
exempt if:
1. The officer owns at least 10 percent of the stock of the corporation, or in the case of
an LLC, a statement attesting to the minimum 10 percent ownership;
2. The officer is listed as an officer of the corporation in the records of the Florida
Department of State, Division of Corporations; and
3. The corporation is registered and listed as active with the Florida Department of
State, Division of Corporations.
No more than three corporate officers per corporation or limited liability company members are
allowed to be exempt. Construction exemptions are valid for a period of two years or until a
voluntary revocation is filed or the exemption is revoked by the Division.
Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use
day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will
be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of
workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors.
BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS
CONTENTS. /NI
Signature:
Owner
State of Florida
County of Miami -Dade
The foregoing was acknowledge before me this I � day of � lr , 20_2D.
By t.� 3 who is personally known to me or has produced
as identification.
Notary:
SEAL: ivy ALY JIMENEZ
N. .Notary PdCiit • State M Florida
Commissicn 0 GG 076391
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Inspection requirements for:
Windows, Doors, Skylights or Fixed Glass (cladding) Permits
Upon issuance of permits for the scope of work involving the removal, changing and/or
replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding)
the permit holder or qualifier bearing his signature on the permit application shall abide
by the requirements of this department and comply with the following statement:
Upon obtaining window and/or door permits for the installation of same, it is the
responsibility of the permit holder to request window/door framing in -progress
inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims,
etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The
purpose for this inspection, is for the verification of conformance with Product
Approval (NOA).
Acknowle
Signature Date PrInt Name
. . ... . . . ...
.. .. . . . .. .. .
i
• • • • • • • • • • • •
• • • • • • • • • • • •
• • • • • • • • • • • •
• • • • • • • • • • •
•• • • • •• ••• ••
• ••• • • • • •• •
•• • • • • • ••• ••
Job Address: 10391 NE4th Ave- Miami Shores, FL 33138
Folio: 11-2231-015-0110
Owner: Geroge T. Rice
Contractor: Stanley Sumner LLC =CGC1510052
1.01
H R 74.0008.00
FL#29240
ZONE 4 +65.0/- 70
to
-J
z
V
<
^5
C
i�
ss
W
O
r
(�
lJ
(�
Q
�
C
O
}
C-j
us
us
E
-
`
>
C
t/)
Cr
z
�R
AL-FAROOQ CORPORATION
CONSULTING ENGINEERS & PRODUCT DEVELOPMENT
PRODUCT APPROVAL EVALUATION
RULE CHAPTER #61G20-3 • METHOD 1 OPTION D
Detailed Product Description:
Manufacturer: SUNSHINE WINDOWS MANUFACTURING INC.
Manufacturer Address: 1785 W 33 PLACE, HIALEAH, FL 33012
Model Name: SERIES "1650" ALUMINUM HORIZONTAL ROLLING WINDOW
Maximum Panel Width: 74" (XO) 111" (XOX)
Maximum Frame Height: 63"
Maximum Load: +65 PSF, -70 PSF (Large Missile Impact)
Installation Drawings # 19-04F
FL29240
Date:4/3/2019
.. .
..••
......
....
......
....
....
. .
This product complies with the High Velocity Hurricane Zone (HVHZ) testing re uirements.
The above maximum parameters do not occur simultaneously. • • • • • • • •: Y. • •
See charts on installation drawings for combinations of span vs. lold.•; • : •
Comparative analysis used X Yes —No : •. •. •
Mandatory Tests (Tested in accordance with AAMA 101/I.S.2/NAFS/TA$-.Z04 • • • • •
Test
Description
Test Location
Test Report Date
Test Report #
Test > "ea By
Air Infiltration
Fenestration Testing
1/7/2019
FTL-10088
Idalmis Ortega, P.E.
ASTM E283
Leakage
Laboratory, Inc
ASTM E331 OR
Water
Fenestration Testing
1/7/2019
FTL-10088
Idalmis Ortega, P.E.
ASTM E547 &
Penetration
Laboratory, Inc
TAS 202
ASTM E330 &
Uniform Static Air
Fenestration Testing
1/7/2019
FTL-10088
Idalmis Ortega, P.E.
TAS 202
Press.
Laboratory, Inc
Fenestration Testing
1/7/2019
FTL-10088
Idalmis Ortega, P.E.
ASTM F588
Forced Entry Test
Laboratory, Inc
Supplemental Tests (Tested in accordance with TAS-201
and TAS-203)
Test
Description
Test Location
Test Report Date
Test Report#
Test Sealed By
FBC 1626.2
Large Missile
Fenestration Testing
1/7/2019
FTL 10088
Idalmis Ortega, P.E.
(TAS 201 & 203)
Impact & Cyclic
Laboratory, Inc
Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above
product conforms to the requirements of the 2017 Florida Building Code.
Evaluation Report Engineer:
`�P� oEA�H�,,t,o,��'
No 7059
PE # 70592
ST FJ2 OF
:��•
Javad Ahmad
�7 H �o?:�\�z
AI-Farooq Corporation EB # 3538
�''•sSioNt EN.�`� SEALED 4/3/2019
9360 Sunset Drive STE 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooq@afceng.com
74"
—1/6" HEAT STREN'D GLASS - WINDOW WIDTH
4' MAX.
SILICON •090' Int•nayer WIG. STILE t9" I
DOWSIL 699 TTORHo1 PVD 5 1/2 MAX ENDS y,——,,,q I t
GE SCS 2800
By 'kurmaY AmRncO, Inc.' I .I S� 0
p. 1/8" HEAT STREN'D GLASS----- --` O I
9
n 1 C `• _i _ i E i _ p W H
n �I 0U.
��<,
1.�28.AT 1/4 POINTS ON UT'ES ; IE" .� W0Z �
WIDER THAN 36' ONLY ... -;1 _ o i� W m E k
GLAZ[NG..vETAJ
5/16' OVERALL LAM. GLASS
h
33 t/2' 33 1/2' •;
FALSE AIUN'IWS �
(SURFACE AP D) D.L, OM4.L. OPC. iN V n
THESE WINDOWS ARE RATED FOR�L&JrA k..-SMALL MISSILE IMPACT.' MAY US5 37 1/4' m g
SHUTTERS ARE NOT REQUIRED. VDrt wIDiH
------_-_.-_-- TYPICAL ELEVATION (TESTED UNIT)
SERIES-1650 ANCHORS REDD. AT SILL. SEE SHEET 3 FOR CAPACITY a i
ALUMINUM HORIZONTAL.RQLLINNSOW Mn
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER
ti gQ Y
CHARTS SHOWN ON SHEETS 3 THRU 3.2. 'n �
id x
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE H v
COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER .— ... — m 4 `
WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING I 4' MAX.
F.B.C. APPROVED MULLIONS IN BETWEEN. _
LOWER DESIGN PRESSURE FROM 1MNDOWS OR MULLION APPROVAL FRAME SILL T I _ 1
WILL APPLY TO ENTIRE SYSTEM. ANCHORS REDO. AT MTG. STILE LOCATION ONLY, SEE SHEET 3.1 FOR CAPACITY
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 1, 2 OR 3
REQUIREMENTS OF THE 2017 (STH EDITION) FLORIDA BUILDING CODE p /- ANCHORS AT SILL _
INCLUDING HIGH VELOCITY HURRICANE ZONE (WHIZ).,> _ SEE SHEET 3.2 =
18Y OR 2BY WOOD BUCKS h BUCK FASTENERS BY OTHERS, MUST BE f a
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS
TO THE BUILDING STRUCTURE. -
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETALS FRAME SILL
AND INSTALLED PER MANUF'S INSTRUCTIONS- SPECIFlEO EMBEDMEN+t w BA6E • • • • • • • • • '
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. • • • • • • • • • ANCHORS NOT REDO.. SEE SHEET 3.2 FOR CAPACITY ,
• • • • • •• • • a 59010d4/3l2019
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO #000.0y4 111• • FL #2924Q
ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AN O NON-COMPRESB�E. • • • • • • • • • • • • • •
1L MN g-�
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT iA CONTRACTOR
TO BE
RES IN � ._...._. ��'�i ;y., a
�A... CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. CT CNALU AND ` ... r j 11
COME INTO CONTACT WITH OTHER FLORIDAB DISSIMILAR CO ERW.S SHALL MEET THE � PROT DEO H S DO S NOT T RATED ON nss PRODUCT S DE ADDN � << �� �,EE,•_rr
REQUIREMENTS Of THE 2017 1DA BLDG. CODE &ADOPTED STANDARDS. ' PROwDEO HE/SHE DOES
NOT DEVIATE FROM THE canartwNs oLTNLeO " }I 4
ON THIS DOCUMENT. t O
THIS PRODUCT APPROVAL 15 GENERIC AND DOES NOT PROVIDEeWQRMATIPN • • • • • • • ( �
FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT• AC60WY • • • • • • 8- THIS PRODUCT EIALUADON DOCUMENT MALL BE CONSIDERED MVALW IF RECEIVING TO
OF STRUCTURE RECENG THIS PRODUCT AND SEALING AROUND SPENIMC ROR • • • • • • • ALTERED BY ANY +CANS p r n
WATER INFILTRATION RESISTANCE ETC. • • • • • • • • • • • • iC-SITE SMGFIC PROACTS SHALL BE PREPARED BY A FLORtDA REGISTERED e
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZBD•SEP01ATE41Y, • • • • • • • • i ENOWER Gt ARCHITECT WCH Is BECOME THE EWINEER OF RECORD
(EA.R.J -
AND TO BE REVIEWED BY BUILDING OFFICUL. • • • • • • IIj FOR THE PROJECT AND *NO MU. RE RESPONSIBLE FOR tHE PRpPER
USE OF THE PEO ENGINEER OF RECORD ACTING AS A DELEGATED OF a drawing no,
MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION ENGINEER TO THE P E.O. ENGINEER SH t SLANINT Ta THIS tArrER THE SITE i ••.,
SPECIFIC DRAWINGS FOR REWW. I/ .... ' �"
1N LABELING
O ACCORDANCE WITH SECTION SECTION
1 3 OF FLORIDA BUILDING CODE. ri 9-04F
LABELING TO COMPLY WITH SECiiON 1709.9.2. • • • • • • • • • • �a THE PROFS IONAL ENGINEER OF RECORD THAT PREPARED IT. AND ORIGINAL SEAL AND sIGNATLrrc � rrr�d�NP1�1L��Y,,/'! -sheet 1 of 7
• • • • • • • • • •
•• •• • • • •• •• •
• • ••• • • • •••
. .
...
.
.
.
...
.. ..
.
. .
..
..
.
. . .
.
. .
. .
.
.
. .......
....
MNVAM041,• • • • . •' • • • waaoow wlmH V �,
TG. STILE
G.
-y_.� N ? A • • • • MAW ...D •.• • • 9 tJ2, MAX. KENOS [ 19'
fA\ HEAD
n 4gQ��I
CORNERS t.. i J SILL ENE S Fi�' SILL i r I
I � la
u!
_F. y
P.
rC` __.'�::�t .._:-. ..���._-_• ••• •••:-�� ••• i I_C�' D _ -x .__- 1=�r:.-� �C �a��� all
i
I
/JJ
•,BiOv
i
I,
of u-�--�
6�a
',. FALSE NUNTIMS.. - +
s3 1/4' 33 1/4' 33 1/4' m 24 1/4' 51 1/4'
(SURFACE APPLIED) Y! O.L OPO. O.L. OPO. D.l. OPC. n O.L OPO. D.L. OPD. D.L OPC,
MAY � USED
37' 37* 2E' 26'
VENT W@TN VENT W1DTN . VENT WIDTH_._ VENT WIDTH
^
O
1Yf IC& ELVATION (TESTED LINM 0,0
ANa
CHORS REOD. AT SILL. SEE SHEET 3 FOR CAPACITY D C
m
�fQ} C i
h i I n yi I i
.�t
ANCHORS REOD. AT MTC. STILE LOCATION ONLY. SEE SHEET 3.1 FOR CAPACITY
i
� �
mm -
+�
.�•., OF ��
Sealed4/3/2O19 1�'.S ' O....
drawing-- no. •.
19-04F
FL #29240 �"t ,i4Riy1 1��1
sheet y__oi 7
DESIGN LOAD CAPACITY - PSF
(XO, OX OR XX SIZES)
SILL ANCHORS REOD-
5/16- OVERALL
WINDOW DIMS.
LAM CLASS
WIDTH
HEIGHT
EXT.(+) )MT.(-)
26-1/2"
65.0 70.0
37"
65.0 70.0
53-1/8-
26
65.0 70.0
80-
65.0 70.0
74'
-
65.0 70.0
26-1/2-
65.0 700
37-
55.0 70.0
53-1/8"
38-3/8
65.0 70.0-
60'
65.0 70.0
74"
65,0 70.0
26-1/2-
65.0
70.0
37"
65.0
70-0
53-1/6'
50-5/8'
._..65.0
70.0
$5.0
.. J 70.0
so-
74'
83.0
70.0...
26-1/2'
85.0
704
37"
83.0
70.0
53-1/6
63'
66.0
700
_
65.0 70.0 ...
60"
74"
55 0 70.0 --
24"
63.0 70.0 _
35'
63.0 70.0
48"
24
65.0 4 700
so'
65.0 70 0
72'
65.0 70.0
24'
55.0
70 0
36-
85.0
70 0
-
48'
36
65.0
700
80"
65.0
; 70.0
72'
65.0
70.0
24-
65.0 70.0
36"
65A 700
48-
46
65.0 70,0
60"
65.0 700
J2'
_
65.0 70.0
24•
65.0 70.0
36'
_... _....- _.
65.0 -t--)0.0
48"
60"
650 70:0 _.
10"
65.0 740.0
72-
65.0 70.0
DESIGN LOAD CAPACITY - PSF
(XOX SIZES)
SILL ANCHORS REGD.
5/16. OVERALL
WINDOW DIMS.
LAM. GLASS
WIDTH
HEIGHT
EXT.(+) INT.(-)
74'
65.0 70.0
106-1/4-
28"
65.0 70.0
111'
650 70.0
74"
65.0 70.0
1G6-1/4"
38-3/8
630 70.0
111•
650 1 70.0
74'
650 70,0
106-1/4"
50-5/8
650 1 70.0
111'
65.0 70.0
74'
65.0 70.0
106-i/4"
63"
650 70.0
111'
55.0 70'0
72"
65.0 70.0
M"
24"
65.0 70.0
-
96"
65.0 _ 70.0
108"
65.0 70.0
72'
65.0 �... 70.0
64"
J6'
65.0 70.0
96"
65.0 70.0
108"
65.0 70.0
72-
65.0 70.0
84-
65.0 70.0
96'
46.
-..
65,0 70,0
�70.0
106-
650
72'
66.0 70.0
0&0 } 70.0
64-
96'
48.
66,0 70.0
I.
(1133M)
(1/3W) q
(1/�j3M)
pI
11
OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH
•• • • • • ••• ••
• • • • • • • • XOX,
DESIGN IAAD CAPACITY - PSF
(XOX SIZES)
SILL ANCHORS REGO.
5/16- OVERALL
WINDOW DIMS.
LAM CLASS
WIDTH
HEIGHT
EXT.(+) WT,I-)
74'
65.0 70.0
106-1/4'
26-
65.0 70.0
111 "
65.0 70.0
74'
65.0 70.0
106-1/4"
38-3/6"
65.0 70.0
III-
650 700
74'
65.0 70.0
106-1/4'
50-5/8'
65.0 70.0
111'
65.0 _ 70.0
74'
65.0 70.0
106-1 /4"
63-
65.0 70.0
111"
65.0 70.0
72'
65_0 70^0
24
70.0._..
- -65.0
65.0 i 70.0
�70.0
96'
108"
65.0
72-
65.0 70.0
84'
65=0 70.0..
95'
65.0 700
106'
66.0 700
72"
65.0
700
64'
t6
85A
.,-65.0
70.0
98"
70.0
65A
108"
70.0
72"
85.0 70.0
64"
65.0 700
96'
65.0 70.0
108"
55.0 70.0
'
(1/4W)
(1/2W)
(1/4W)
OPERATING VENTS TO BE 1/4 OF THE WINDOW MOTH
'XOX'
• • • • • • • • • •
• • • • • • • •
... .. ...
. . . . . . . . . NO. 70602
• • • • • •• • . NOTE: i_
��^ • • • • • • • • • • • •
_ • • • • • • • • • • • • GLASS CAPACITIES ON THIS SHEET ARE
• • • • • • BASED ON ASTM E1300-09 (3 SEC. GUSTS)
LEFT AND RIGHT VENTS TO K OF EQUAL GLASS DLO WIDTHS
AND FLORIDA BUILDING COMMISSION i ••��!OC•
XO OR OX . • • • DECLARATORY STATEMENT OCA05-DEC-219 Sealed 4/3/2019 FL #29240'�i77cSaq/A
'
■
• • • • • • • • • •
•• •• • • • •• •• •
• • ••• • • • •••
O
C
O � �
� u
O
C Mh r
J �
Nti
� g 3* z
oo
a
o 6
N p
% a
Growing o no.
19-04F
sheet 3 of 7
. . ... . . . ...
.. .. . . . .. .. .
. . . . . . . . . .
. . ... . . . . ...
y,u
• • • • SIL
• • • • • • • Z h m m
• • • • • •
••• • • •• ! Ix 2
a
• • • • • • • • �or� r
• • •I • • •• • 3 r
• • • • • • • • 00W`'
•• • • • • • • M8'
a
z 0
��
�zm
r
<f
Z o
P �Ic
C o
2 O y
C
°µ
u
n N
J O o0 r
iy
7X m d R
Nam_ 4
(1/4Yt) (1/2W) (1/4W)
7
f
�#
OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH
t _If
XOX' XOX"-t
c a
0 0
NOTE: !�
--- - GLASS CAPACITIES ON THIS SHEET ARE
LEFT AND RIGHT VENTS TO BE OF EOUAL GLASS DLO WIDTHS BASED ON ASTM E1300-09 (3 SEC. GUSTS) , OF �drawing no.
AND FLORIDA BUILDING COMMISSION '•. `?oR1oR
xO OR OX' DECLARATORY STATEMENT OCA05-DEC-219 Sealed 4/3/20�19\�ddlitG"�'����i 19-04F
FL 29ti40 !d7t1n kut). sheet 3,1 =-k 7
DESIGN LOAD CAPACITY
- PSF
(XO, OX OR XX SIZES)
SILL ANCHORS AT NTG. STELE ONLY
5/IB" OYERAIJ.
1fIND01P nt►+s.
LAM. clus
WIDTH
HEIGHT
C%T.(r) INT.(-)
26-t/2'
65.0 700
37"
65.0 70.0
60'
65.0 70.0
74'
65.Q 70.0
26-k/2'
65.0 70.0
3T
65.G 70.0
53-t/8"
38-J/9'
65.0 .. 70.0
60'
65,0 70.0
7{'
65.0 m.0
37"
65.0 m.0
53-I/8'
S0-S/e'
650 70.0
W.
65 0 70.0
74`
85 0 70.0
26-t/2'
65.G 70.q
J]-
65A 70.0
53--1/8"
63_
65.0 70.0
60'
65.0 70.0
74'
a4.0 I a4.0
24'
aS.O 700
Js"
6s o 70 0
ae"
24'
65.0 70.0
60'
70.0
tZ"
_63.0
BS.O 70.0
?d"
aS.O 70.0
3G"
6S.0 700
a6'
J6'
6s.o 70 0
6d"
B5.0 70.0
72"
69.0 70.0
24'
65 0 70 0
36"
65 0 70.0
ae"
4B`
65 0 70 O
6G"
G5.0 70.0
72"
65 0 70.0
24`
65.G 70.0
36`
65.Q 70.0
46`
60
65A m.0
as.0
� 70.0
60'
7z'
as.a
I Bv.t
DESIGN IAAU CAPACITY -• PSF
• •(XOX SIZES)
• AACHQtS A7 NiG, STILE ONLY
• WIVOOa7 ;MS.
IAId. GLASS
0 n
EIGHT
EM.(4) x4i.(-)
74'
85.0 I 70.0
_
• tit'•
aa.0 TD.O
7 •
85,0 70.0
t06-t/4
JB-3/B
a5.0 m.0 ...
t 1
BSA 70,p
7{"
65.0 T0.0
'Ofi-t/4'
SO-5/e"
65.0 70.0 70.0
65.0 70.0
74'
85.0 7q.0
E4A 6a,0
72
63 0 70.0
tl4"
24^
_ 65.0 70.0
96"
Bi0 70:0
t O6"
85.0 m.0
72'
BSO
m0
94
96'
65 O
70.0
es o
70.0
. De'
]r
Bs.o
m.o
ea'
48'
aS;O
I m.0
T m.0
96'
I Oe'
BS.O
m.0
77'
85.0 m.0
tl4"
96'
BSA i m.0
toe'
(1/31h
(1/3W) 1
(k/3W)
DESIGN LOAD CAPACITY - PSF
(xox sizes)
SI
�u.
1
i q A
Ch8/
$s Ala.
I'
LLLLt Z �;
T
t g �li
>E o
m
= m
6,
4
N
36
0.
4
QQ�
i 3r
u
v1
�2 a
(7
_p
p
• •
I2a-
•
• •
• • ••
o
•
• •
• •
• •
• • • • • •
• • • • • • • •
fiiilitiliii�
T
. r to
c
-
-0
1 !
•• •
• •
•
•
• 00. ••• •
• • • • •
1+� No.
-
• •
• •
• • • • • • • •
NOTE:
LEFT AND RIGHT VENTS TO BE OF EQUAL
• • •
GLASS DLO WIOTtTS
•
•
• • • • • • • •
• • • •
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 3 SEC. GUSTS
AND FLORIDA BUILDING COMMISSION
1. of
'��1°"••``��
drownq no.
DECLARATORY STATEMENT DCA05-DEC-219
Sealed4/3/2019 %`� %PdA1
19 04F
-
'x0 OR OX'
FL 29240 s,sll ``.�f
i1!!C-t 3.2 m 7,,
11,�y
DESIGN LOAD CAPACITY - PSF
(X0, OX OR XX SIZES)
SI
. . . . . . . . . .
.. .. . . . .. .. .
. . 000 0 0 0 000
•aim m'By
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
•
•• •• • • • •• •• •
• • • • • • • • • •
• • ••• • • • • •••
Oft ;.
•
•
00��TT
• •HEIR • F.B.C. APPROVED
ST1r1CTI1RE
• • MULL10N & MULLION ANCHORS
• • SEE SEPARATE APPROVAL
EDGE ��'� �x
DIST. ��f/ � �
`'
-.-� So,•
Z r
••!.
ii•77//
i •• EDGE
IT
•.•
tam
r
14
0 IL
'-
TYPICAL ANCHORS TYPICAL ANCHORS
SEE ELEV. SEE ELEV.
TYPICAL ANCHORS
SEE ELEV.
4
¢
FOR SPACING FOR SPACING
FOR SPACING
,
W H
EDGE
'� pm,5
WOOD BUCKS AND METAL STRUCTURE NOT BY SUNSHINE WOWS
-`
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
1/4' DIA. ULTRACON BY 'ELCO' (F-177 KSI. Fy-155 KSI)
INTO 28Y WOOD BUCKS OR WOOD STRUCTURES
1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS)
e
LL
TYPE ANCHORS
i THRU IBY BUCKS INTO CONIC. OR BLOCKS
o
-SEE ELEV.
1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
d a N
FOR SPACING
1-1/4' MIN, EMBED INTO BLOCKS (JAMBS)
1 v
DIRECTLY INTO CONCRETE OR BLOCKS
1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
ALT. FRAME
HEAD
1-1/4' MIN. EMBED INTO BLOCKS (JAMBS)
? g •
p
014 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS)
W In
INTO F.B.C. APPROVED MULLIONSOR
y�s
nFif.L.A_QL0---
INTO METAL STRUCTURES (HEAD/S;LL/JAMBS)
W1 a 1/2' X 2-1/2' WEEPHOLES WITH BAFFLE AT 4-1/2"
(3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS
I�
FROM EACH END AND 36" D.C. MAX.
ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.)
t
STEEL: 1/8" THK. MIN. (Fy - 36 KSI MIN.)
S
(STEEL IN CONTACT WITH ALUMINIW TO BE OR PAINiEO)
l I
?
TYPICAL EDGE DISTANCE
INTO CONCRETE AND BLOCKS . 2-1/2' MIN.
INTO WOOD STRUCTURE - I' MIN.
INTO METAL STRUCTURE - 3/4' MIN.
-
WOOD AT HEAD. SILL OR JAMBS SG - 0.55 MIN.
CONCRETE AT HEAD, SILL OR JAMBS Yc - 30DO PSI MIN.
n W
C-80 HOLLOW/FILLED BLOCK AT JAMBS Ym 2000 PSI MIN.
y t
;tZI(
o
ICHORS
d— RG no,
1IG Sealed4/3/2019 / .may
19-04F
FL #29240/�A1r1{tY���
sheet 4 of 7
SHIM
TN`PICA1. ANCHORS
SEE EM,
FOR SPACING
m
0
---------
21
METAL
STRUCTURE WINDOW WIDTH
1/4
A SCREEN OPT - --------- -
4
TYPrCAL ANCHORS
SEE ELEV.
'OR SPACING
1/4- MOX
ley
WOOD BmxS
C21
TYPICAL ANCHORS
SEE ELEV
FOR SPACING
I,
1/4' MAX,
- ---------------------------
MY-/
MOOD WICKS
XOX 1AXQV
F.8-C.
APPROVED MULLION
S1CS1PtRA1JtPFRC%%
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING OR
04 *0*
00 Go*
kwo
------ SCREENRE. OPT CPT,
WINDOW _WIDTH
00
o
z i p
2
�z
o o
Opp
,gill
0;1
411
19
0
TYPICAL ANCHORS .
SEE ELEV.
Fit SPACING
41I
C,4
4
IT
in b
. .........
OF
Sealed 4/3/2019
cro.mg io.
19-04F
FL #29240
sheet 5 of 7
2.000
062 .IL
TYP.
812 ..
FRAME HEAD
4.OD0
052.
TYP.
812
ALT. FRAME HEAD
2a
t .749
2.999
•• •• • • • •• •• •
810-•---7. • •
i •
• Is •
050 TYP
— .812 -
•• • • •
i•
•••
••
9 VENT TDP/QOTTT V*B1 IL• •
• •
• •
• •
••
•
i
050
TYP
1.625
1L�--1.975
---
JAMB STILE
050
r TYP.
i
1.626
ate
1.Sa5
t,aa5—
7� MEETING RAIL.
r,- 1,250
1.001 .ail
- .._.
050
—�
1YP.
2,125 ---�
FIXED MTG. RAIL
1.937
.- .812
:21 FRAME SILL I q62
TYP.
2.077
.JT9J'_50
572 -�-
050. �7
TYP.
10 GLAZING 8EAD a+. MOV. FRAME JAMB
ITEN
PART 0
QkiANTITY
098CRU`nON
MATERIAL
MANF./SUPPLIER/REMARKS
i
44287A
i
FRAME HEM
606S-T6
to
44267A-t
I. +
ALT FRAME HEAD
_
6063-TB
-
6063 T6
2
HR-D01
FRAME SILL
l
050173
t
SILL TRACK INSERT
6063 T6
3A
SSW 021A
30778
1
i AS REDO.
SILL TRACK INWRT _
MOV FRAME JAMB W
6063 T6
6063-T8.
4
5
30682C
AS REDD.
FIXED FRAME JAMB ��
a063-T6
6
7
40111A
3068M
ENT 1/ V
1/ VENT
FIXED MTG RAIL
VENT INTERLOCK -..
._..
8063-T8 _._.
a
30776A
1/ VENT-
JAMB $TILE
W63-TG
9
306B1A
306840
2/ VENT
AS REDO.
TOP AND BOTTOM RAIL
Gl.A2I NG BE
8063-TB -
6063-T6 _..
10
11
12
..#
i AS REQO.
I AS REGO.
MOV RAIL REINF. FULL LENGTH
FIX. PAL REIW FULL_ LENGTH
.....
STEEL _
STEEL
-
13
-
2/ VENT
ROLLER MOUso t G4N0E
PLASnc
14
WH 1403 _
AK 1337
2/ VENT
2/ VENT
ROLLER ._._
ROLLER PIN
BRASS
ST. STEEL
-
I -
1s
16
S /8 X 1'
AS REOD.
FRAME/VENT ASSEMBLY SCREWS
CRS
P.H. SMS
17
/8 X 2-1/2'
2/ VENT
Flit, RAIL SILL SCREWS (SILL EMO)
_ CRS
P.N. SMS
18
MP1 P/N 83013a
GLAZXNG BEAD 9"
MELTPOIlR DUROMETER 65*5
AS REQO
SANTOPRENE
20
W33191NK000B
AS REGp.
FIN SEAL WSTRIPPING
POLYPROPYLENE
11LTRAFA9
! AS REDO.
2/ VENT
._..._....—�
91R9 SEAL W STRIPPING
$WEEP LATCH 12-1/2 FROM EACdI END
_-_........ ....-......._ ............,.
21
22
-
MPI P/N 83002
S6IOS-BKR/W4R
_
VINYL
MELTPOINT
SULLIVAN At ASSOCNlp5
._.�.--
21NC
- __
22A
/8 X 3/4'
2/ LATCH
LATCH INST.SCREIM
St. STEEL
FH SMS
23
-
2/ WOW.
WEEP VALVE
-
-
-VENT
S/16" BOX SCREENSW-S10
i26
t/ WEEP
OPEN CELL FOAM PAD
-
1-1/6* X S 5/8` LONG
AS REDO.
EPOM
SETTING BLOCKS AT 1 /4 POINTS
011110YflER 80*5 SHORE A
7 -
050
TYP.
2.062
1,312
5i FIXED FRAME JAMB
�;61U
Z F � z�m
l�+
0 01 P 1 t
8 -
L6z
5 �Is F
J
ml
N I
�J
0 y
ICI � V
yi0' p (L N
J pop
•1
SEALANT: t a o j
ALL JOINTS AND FRAME CONNECTIONS SEALED WITH I m ° L
SCHNEE MOREHEAD SM-5504 JOINT SEALER. In
T-`
1.119 +
.748 ,8257m-
3.750
.062
TYP. -d=.999 i•o-; SILL TRACKS
625
.625
i-
S_® .3TS
Sealed 4/3/2019
MTG. RAIL REINF, FIX. RAIL REINF. F'l, #29240
sun or
� •'• A'LOR1pF;.•'
o
e S �
drawing a no.
19-04F
sheet Bat 7 .i
. � 1A
o�
`pp
to a.
� 'a
C
g sill, LLCM-i.
W � f
=� V
VENT TOP CORNER Z m
FRAYS TOP CORNER '¢s' FRAME TOP CORIR:•R v C Q
C
C �
O ca
7
CC .
7 L
C C
46
\ ik
t
i• • . • • • •.• • o u
• • • • V.
•
• ' e • • • • _ � eoTrau ooRNER I " v _ I #
•..� • • •s •••'.. ```t�� unto p��
+a
• • w • • s• • ♦ • y
... k �'�
a- • • . � . • • • • FYCE9a Rd! CORNER a
• • • • • 1j
OE ti drawmq no
.�. ' FRAYS BOTTOM CORNER Sealed 4/3/2019 '� �+ ..... t.�` r 19-04F
FL #29240 `t°,/,ENAI�����'`� sn.-t 7 or_7�;
. . . . . . . . . .
.. .. . . . .. .. .
FLORIDA BUILDING COPE 201T 61' H Ed, - ASCEYSM T40 -WHO LOAD TABLES - q70' I-Tij mpti
nd.o44d a�Uftmpg wlth n— poof htfght 1;�:g4 it nor e:q,1:-,J tbw, to S:&.
FXFGsUft9cApq05- -LGA0FA0T0fz,0i5WGLV-":-M
IN rsf 8VINIP
0 &lf;l VELOCITY - W06V Re c 170 M-fl-I VELOC-11Y - MPOSUR9 C
slope ks-s Rp 0 e gr #atl jcs-gl'han -vf'zwfc
P iahi 40 de *m 10 degra= "t'-ight i 10 crearc-ics than 10 rleglmezg
;21 z4 & .1, zU z4 q --III ,4 1 z6
z4 N4 a - '� ��% 5
WCAM4 I ONUMAKU COUNTY. FALM UEACYJ ANU OTIREP
MR4109 rvr;�$$VRE5 tM -&F
75 -",4f'H VEDC[IT-Y - WPO-VRE C
2-1-30 1 47.4 1 513 J--&M 1 517
f 56A
31-40 1 49.8 1 1,54ff —IA- L4 1 64A
f
41-50
0
ago*** 00
-61--60 53,4. 57Z 1. TL?. I 58A
63-a
tac�clinjll a F.V CQW4TY, FAMA 15CPd,'ll AH10-
MATI"
qqa*
WIND pAv-:qVjRE5 IN
0
0000 0
1715 Writ VELOCITY- l-<F05jRv L)
0 0 0
kitdipq P�5'0'1 slopia hm3 -thil kovf slope a,
HZIOf .1 10 dcqpeAa Stan 10 dqf.---a*
lz4dzsl Z4 1 -6 jz4az5j.
z
;2.g
zy
P6.
0.15 1 44-5- 1 491 1 59-3 1 4M
.
� �l
lz:0 I 4.6.a. t 50--7 14;K4 I aU 1
554 .
6 "a
W-�-7
v-sor 50.2 6&"4. 1 4-43 f.
559A
73A
31-40 1 52.8 1 57.2 f-10A j -7, 6 1 -
6, 2, 5 -
—7.2
q-1 54.9
51-40.1 -4.6 1 as 1 7a.-r- 1 60 1
671[59f
1.
.,
ITA-319N I
!!ZMERAL t&.!TE8-'
INF -�C.-,MN yu . . . . . . . . . . ........
awr AN-n -rv�vas Af, PRECAELE 7-0-A ERIFFECIRIC PRLljf-GT. ME- CON-FRAG R 7,711-4 To MUSTPROPEERIY§ LN
PP M—P E A MORO NO V% "I Tilt -I E 9, W- TINIG ClaMl W,4 A t4 D 11-1.4 18 IN M- F Wbfm K! W M Y T9E rl'I 3lkLJi1;3. -
2- FL -,Aa 9 MOT 2 P- kl A � F Et I R 0 PIR W 90'T c 01`VI -; M4 18 IN Wl AW ME 0 03 C M Am- 0 GY. TM-3 0 14 1 isl CE ER-- -i'l If3 9 4-7 tw.c-.
, qptT
3- IV 'All n- ME TH-9 1q: 48�tt irl#EWE- WE -if _WN 'S r*.T col cl'�Pmu BY Tl� TARi5,3 f).R A INPIUAT04 d- AS-X-NRFQ
By FHF-f QT.Y- OFF11CA-la
4- EXP'MURM 9 "Z-111wi 29.7.:Yj - tlrlbail� 4rblyrub'I 1! n6 v;mv&rJ-- 7,14 i4 amd, ath--, h-tim.piux'14 1hpa, siev
oftirtak, Pafy difeg mi� 1 FurtpAhlg: -A 20A PYR-wEn' aw.ails ch L-58 .pm. C.1 tVwbmlofj afar-m-1 pRatu th-ld MOG ft P01 ab,011V P
riva0s in via Lipr4r;d an -arm mra *wxa liat"t lbal 2. NQ It orzo U, if*g WJghl, c, Nt. zr hLailstsr- d rin ;he FBC, MHz mo
ExpmoO w1sn WIMM � tUPWd lc'I &psVi ml 3
9, EXPGSIJRC. 0;e0lan 26 Vj - opm 'rrphvilh sufflia rodo[Ws"Mabis vAl", 4-,aiqbls 'Ms Irleh aw. cdalwy end gasm'samwi Eg�-vwa
e-t
di ?Stlit;;e-gs qua
�%x L MW 6 C 0! J. 3 1 Q El M E tj C LOS I a -.A I f'3 3 fig 5 h-: I R t W !;r rii I mg W? 1 t g e A a w r, f -A -d .9 ml I rm.,M C! I r e s 1 s UA
S.-ULTIAW-E
T6P0t3F355FHfrj Mgraq. NX0 i - ('FLAT TIR-FAUN i;
U.!F�WMWW e.1-A=R Kd w.8B
V"'fl 0;,= qg hvnh