WS-4-07-665Miami Shores Village
Building Department
10050 NE 2 Ave, Miami Shores, FI 33138
Tel: (305)795-2204 a Fax; (305)756-8972
2/11/2016
Current Owner
107 NE 93 Street
Miami Shores, FL 33138
Permit: WS-4-07-665
Address: 107 NE 93 Street Miami Shores FL 33138
Date Expired: 4/7/2008
Dear Sir or Madam,
Our records indicate that the above referenced permit has expired without obtaining the
proper final inspection. In order to serve you better, we need to keep our files up to date.
As per section 105.4.1 of the Florida Building Code, "Every permit issued shall become invalid
(expired) unless the work authorized by such permit is commenced within six months after its
issuance, or if the work authorized by such permit is suspended or abandoned for a period of
six months after the work is commenced, or completed without obtaining the final inspection
of the work performed."
Please be advised that open permits will hinder your ability to refinance or sell this property
Please contact the Building Department, within 15 days of receipt of this letter in order to take
care of this matter.
Sincerely,
1� 1�
Ismael Naranjo(( B )
Building Director
C*�
Miami Shores Village
10050 N.E. 2nd AvenueMiami Shores, FL 33138-0000
Phone: (305)795-2204
Project Address
107 NE 93 Street
Miami Shores Village, FL
Owner Information
MARC RIVERA
Permit NO. WS-4-07-665
P t Permit Type: Windows/Shutters
e rm i
Work Classification: Window/Door
Permit Status: APPROVED
ISSue Date: 4/1312007 Expiration: 10/10/2007
Parcel Number
1132060133000
Block: Lot:
Address
107 NE 93 ST
MIAMI SHORES FL 33138-2817
Contractor(s) Phone Cell Phone
HOMEOWNER
Type of Work: windows
No of Openings: 2
Additional Info:
Classification: Residential
Fees Due
Amount
CCF
$0.60
Education Surcharge
$0.20
Notary Fee
$5.00
Permit Fee
$120.00
Scanning Fee
$6,00
Technology Fee
$3.00
Total:
$134.80
Applicant
MARC RIVERA
Phone Cell
Valuation:
Total Sq Feet:
Total I AmtPaid I AmtDue
$ 0.00 $ 0.00 $ 0.00
yment Type:
2 0 PAID
$ 1,000.00
0
Nvauaore Inspections;
Inspection Type:
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 is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. Futhernore, I authorize the above -named contractor to do the work stated.
April 13, 2007
Authorized Signature: Owner / Applicant / Contractor / Agent
Building Department Copy
Friday, April 13, 2007 1
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (30I) 795.2204 Fax: (305) 756.8972
b4 r�l UIIS'�O�J
BUILDING W 4 yn Permit No.
PERMIT APPLICATION Master Permit No.
FBC 2004
Permit Type (circle): Building ' /� Electrical n Plumbing Mechanical Roofing
Owner's Name (Fee Simple Titleholder) ly I O r G {mot Q Phone # S7 —_-�-Tci
Owner's Address /(l--3- Ul_ Q-7, S I
City nn \i cyy t Skote_S State'
Tenant/Lessee Name
Job Address (where the work is being done)
Zip ?i 1 Zi
3 SI
City Miami Shores Village County Miami -Dade Zip
FOLIO / PARCEL # l) 320 (00 / -2
,� ;3 00 U &dfS lk) �,L �L ZZ
Is Building Historically Designated YES
Contractor's Company Name 90i"p O w^ "2f— Phone #
Contractor's Address
State
Qualifier Name
State Certificate or Registration
Architect/Engineer's Name (if applicable)
Value of Work For this Permit $ S7 bo , (b
Type of Work: ElAddition ❑Alteration
Describe Work: l 4_( d C�r_ M e..n_
Certificate of Competency
Phone #
Square / Linear Footage Of Work:
❑New l(<yepair/Replace ElDemolition
`4—i�O rJIvtrtdw5 /v, /,J�ram, re
Submittal Fee $ Permit Fee $ l ��V rl� . CCF $ �Oy CO/CC
Notary $ S!� Training/Education Fee $ 1 O Technology Fee $ 3
Scanning $ YJ' Radon $ DPBR $ Zoning $
Bond $ Code Enforcement $ Double Fee $ pp,,
Structural Review. $ Total Fee Now Due $ ,U
See Reverse side -->
Bonding Company's Name (if applicable) _
Bonding Company's Address
Cityg t k • 4l State
Mortgage Lender's Name (if applicable)
Mortgag •I er s ~ddr ss
City
state
Zip
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 eY the siaii�ards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for EL TRICALaWORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERSYh::::.
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 YOUR NOTICE OF
COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $1500, 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.
r
Signature
Owner or Agent
The foregoing instrument was acknowledged before me this t'
day ofdMt- 20 CY7, by /rarc TIWAML ,
who is personally known tome or who has produced /, Atzpr
L 1C As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print: t4
My Commission Expires:
APPLICATION APPROVED BY:
(Revised 02108/06)
Contractor
The foregoing instrument was acknowledged before me this_
day of 20 , by
who is personally known to me or who has produced
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My Commission Expires:
r�
Plans Examiner
Engineer
Zoning
RECEIVED
VILLAGE OF MIAMI SHORES APR 0 4 2007 I
�3Y:
OWNER BUILDER DISCLOSURE STATEMENT
NAME: 1 v (1 m _1 J Q (--r-- DATE: `f L-/ O
ADDRESS:
t✓ G Sl`
Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws
of the State of Florida,. F.S 489.103(7). And I have read and understood the following disclosure
statement, which entitles me to work as my own contractor; I further understandilhat I as the
owner must appear in person to complete all applications.
State Law requires construction to be done by a licensed contractor. You have applied for a
permit under an exception to the law. The exemption allows you, as the owner of your property,
to act as your own contractor even though you do not have a license. You must supervise the
construction yourself. You may build or improve a one -family or two family residence. You may
also build or improve a commercial building at a cost of $25,000.00 or less. The building must be
for your.own use and occupancy. It may not be built for sale or lease. If you sell or lease a
building you have built yourself within one year after the construction is complete, the law will
presume that you built for sale or lease, which is a violation of this exemption. You may not hive
an unlicensed person as a contractor. It is your responsibility to make sure the people employed
by you have licenses required by state law and by county or municipal licensing ordinances. Any
person working on your building who is not licensed must work under your supervision and must
be employed .y you, which means that you must deduct F.I.C.A and with. -holdings tax and
provide workers' compensation for that employee, all as prescribed by law. Your construction
must comply with all applicable laws, ordinances, buildings codes and zoning regulations.
Please read and initial each paragraph.
L I hold title to the above property and I am planning on doing this construction
Initial_
2. I understand that as an owner -builder I must abide by all zoning ordinances and
building regulations in effect at the time of permit application
Initial l
3..1 have an understanding of the 2004 FBC & FRC and understand that this
department and its inspectors are there to help enforce and interpret the code.
There is a copy of the code in this office for review.
Initial_
4. I understand that the building official and inspectors are not there to design,
alter or give advice on how to meet code — only if the structure meets the
minimum code.
Initial
a
5. I understand that as an owner -builder, that any contractor disputes with sub-
contractors and myself must be handled in a civil court with the advice of an
attorney. The department will not mitigateany contract disputes.
Initial
6.. I understand that if I compensate any person or company for work performed
lhcy are required to have *a business license in the county. Iffor. any reason they
do -not posses a business license I will be responsible and liable for any wrong
doing from this unlicensed oompany-or person.
Initial . &k�_
7. - I- understand that if any person gets injured on my construction project —they are
entitled to workmen's compensation. And if they do not posses a workmen's
policy I could be held liable for all doctor and related cost which could include
loss of wages during recovery from injury.
Initial Vu L
8. I understand that. under state and local laws I- can not d-o any Electrical,
Plumbing, Heating, Air &Roof work on my -property with out first obtaining
the proper permits by licensed contractors.
Initial "_
Was acknowledged before me this day of L 20 U
By L �U,%\`LfU who was personally known to p y ma or who has
Produced there License or . �D %\xls. L.lt - as identification.
.OWNER
`,��tY MONICA LISSETH DIAZ
yR�,
,r MY COMMISSION # DD 483995
EXPIRES: October20,2009
''�PF mod;•' 6onaeapry IVo>sry Public Undenmters
i.�.-:�,".,-.�:.�!�"rv..J.•SL- ,r'r-+'_!'.i'-'�'a'•-ice' _'
ti
NOTICE OF COMMENCEMENT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NO. 6� TAX FOLIO NO.,�
STATE OF FLORIDA:
COUNTY OF MIAMI-DADE:
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real
property, and in accordance with Chapter 713, Florida Statutes, the following Information
is provided in this Notice of Commencement.
1. Legal description of property and street/address:
AM'—i) 7R //)—;;zD Lbf-S /
2. Description of
3
CFN 2007RO4 02227
OR 8k 25557, Ps 4224; (1a0
RECORDED 04/20/2007 15:09:10
HARVEY RUVINr CLERK OF COURT
MIAMI-DADE COUNTYr FLORIDA
LAST PAGE
3. Owner(s) name and address ' )ec0. SC �O
(O:?- NE -(3 ST- M,aw:l Skea-eS 'FL 3g1a$
Interest in property: C) W✓ Q-T
Name and address of fee simple titleholder.
�4. Contractor's name and address: ,J o_
t D ,� Is YE 9-3 S i tAil i rr lntir S ltio 1 �S F L U 31 3 St
5. Surety: (Payment bond required by owner from contractor, if any)
Name and address:
Amount of bond $
6. Lender's name and address:
7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as
Provided by Section 713.13(1)(a)7., Florida Statutes,
Name and address:
8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided
in Section 713.13(1)(b), Florida Statutes.
Name and address:
9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a
different date is specified)
�dcaL S a r
Signature of Owner 1 .L
Print Owner's Name i% ✓G ,�.Q✓)f,eie( (%e-✓ill IYrBpared by
Sworn to and subscribed before me this 2 y/ day of Qff[�, 20 Q� ,
Address: 98 /9 /I%.2"ems
Notary Public
Print Notary's Name_
My commission expires:
10.012 PAGE < aW
Ay Convllissbn Expires Apr 26,
Commission t DD 529M
BorAW By National Notary A
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M I A M MADE
MiAMI-DADS COUNTY, FLORIDA
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0 ° ° ° METRO-DADE FLAGLER BUILDING
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BUILDING CODE COMPLIANCE OFFICE (BCCO)e
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PRODUCT CONTROL DIVISION ° 0 e
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(305) 375 2901 FAX (305) 375-2908
NOTICE OF ACCEPTANCE (NOA) e e a e e e e e e e
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Sabana Windows, Inc. Goo:: 000 :: :ee ee°
6187 NW 167`h Street
Miami, FL 33015
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right
to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: Series "Sabana" Ontswing Wood Casement Window
APPROVAL DOCUMENT: Drawing No. SWD99-526, titled "Wood Casement Windows", sheets l through 5
of 5, prepared by manufacturer, dated 8/26199, bearing the Miami -Dade County Product Control Renewal stamp
with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division.
MISSILE IMPACT RATING: Large and Small Missile Impact
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA # 99-0916.03 and, consists of this page 1 as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No 02-0828.04
o M Expiration Date: October 07, 2007 eIm
Approval Date: October 17, 2002
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74 3/4• 74 3/4'
ELEVATION ELEVATION ELEVATION
PRODUCT DATA do PERFORMANCE DEMON PRESSURE: PRODUCT DATA d1 PERFORMANCE DESIGN PRESSURE: PRODUCT DATA do PERFORMANCE DESIGN PRESSURE:
REFER TO No. SMOG-528 ( Sheet 5 of 5 1 REFER TO On. No. MMOO-528 ( Sheet 4 of 5 1 REFER TO Dwe. No. SMO-528 ( Sheet 3 of 5 1
MAX. FRAME SIZE 75w. x122'h. x 5' Deep Frome MAX. FRAME SIZE - 74 3/4"w. x 97 5/8"h. x 6' Deep Frame MAX. FRAME SIZE - 74 3/4'w. it 97 1/2% x 6' Deep Froma
MAX. PANEL SIZE 35 15/16 w. x 120 5/16-IL x 2 1/8' deep MAX. PANEL SIZE - 35 15 16'w, x 95 7 16 h. x 2 1,8' daap MAX PANEL SIZE - 36 5/16'w. x 95 7/16'h. x 2 1 18' deep
MAX SOI RAISED SIZE - 27 13/15'w. x 74'h, x 1 1/2' thick MAX. GLASS SIZE 26 3�"w. x 84 / 4'h. x 0.511 t; MAX. CLASS SIZE - 27 1/4"w. x 54 1/4?�, x 0.511' thick
DESIGN LOADS - +53.0, -70.0 PSF DESIGN LOADS - +530. -70.0 PSF DESIGN LOADS - +53.0. -70.0 PSF
WATER TEST PRESSURE +SAO PSF (53.33 0P1 WATER TEST PRESRM : +8.00 PSF (53.33 0P1 WATER TEST PRESSURE: +8.00 PSF (53A OP)
FRAME & PANEL GENERAL NOTES:
FRAME ASSEMBLY NOTES:
I. CAM SOLID MAHOGANY WOOD FRAME HEAD, SILL dt JAMBS ARE
6" DEEP AND THE CORNERS ARE BUTT JOINED WITH WOOD CLUE
AND FASTENED WITH /14 x 3' WOOD SCREWS IN EACH CORNER.
PANEL ASSEMBLY NOTES:
2. EACH SOLID MAHOGANY WOOD STILE & RAIL IS 2 1/8" DEEP
AND THE CORNERS. 1/2" THICK X 3" x 3" TENON AND WOOD
CLUE JOINT.
INSTALLATION SEALANT NOTES:
3. THE FRAME AND ALL EXPOSED INSTALLATION FASTENERS MUST BE
PROPERLY SEALED WITH "CE" STOCK NO. CE012A SILICONE..
Revision Notes dt Description:
INSTALLATION NOTE:
SCREWS & METHOD OR ATTACHMENT:
MINIMUM REQUIRED FASTENER AS TESTED OR SEE OPTIONAL APPROVED FASTENER
SILL: 1/4" x 2 3/4 "TAPCON"S at a max, of 6 1/4" from ea. and and 12' o.c.
HEAD: 1/4- x 2 3/4"-"TAPCON"S of o max. of 12" o.c.
JAMB: 1/4" x 2 3/4'-"TAPCON"S of o max. of 9" from sill and and 12" o.c. '�""''"
• OPTIONAL ANCHORS a 1/4- x 3" WOOD SCREW INTO 2X WOOD FRAMING a.a AwiwC
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PRODUCT DA9Aa J;f irRMAN $1 TAI PREssII m 0
REFER TO Dw� _ 9WD89- r 9tse21 E of d' 1- o
MAX. FRAME St!'Eo 0 9# 918'w, x 97 PIWR. % 6' DeaiP 0 o 0
MAX PANEL SIZE �8 9/16'w. x 95 /16% x 2 1/8' dee�
MAX. CLASS SI� - YP 1 /4'w. x 914 9 f4'h. x 0.51 1"OtfII�
DESIGN LOADS Q 70.0 PSF
WATER TEST dIA-00 PSF (3S = e
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"° "°`° t,Y SABANA WINDOWS, INC.
6187 N.W. 167th Street, Unit H-15
Miami Lakes, FI. 33015
r•'s•✓"'�•a WOOD CASEMENT WINDOWS WITH:
Part C," k LAMINATED CLASS AND/OR RAISED WOOD PANEL
ELEVAIIONS NOTES. INSTALLATION do TEST DATA
Test unit la out SWD99-5247 of 5
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A kA JAMB
1 5/16' f?3
211HEAD 6'7/8•�
4
O4 7 3 7/8'
20
7
z 1/8' 10
INTBRIOR SIDE
1/2' LAMINATED GLASS
-FRAME HEIGHT
3/4'
EXTERIOR SIDE 10
1'
S
2
1/8'
INTERIOR SIDE
LOCKSTILES
D k
EXTERIOR SIDE
N * -
mm i
aura
aLSCRtPITOIf
sm
MATSIttAL it t:luxlw
1
SVN-t01
l
FRANC LEAD
1 3/4• X 6' X 1 Sir
KA OWNY V060
e
SVN-tot
I
FRAME SILL
1 1/4• x V X 1/2•
"CIGANT V000
3
SM-103
a
rRAME .LAND
1 2/41 x 6' X 1 1/4•
MAHOGANY WOOD
4
SM-104
a
PANEL TOT RAIL
2 V9' X S' X 3 1/e•
MAHOGANY V000 L 1 1/4' X P RABBET
5
SVN-t03
2
PANEL MOTTO" RAIL
a 1101 X 7 l/r X 3 31W
MAHOGANY WOOD L 1 1/4• X 1' RABBET
6
1 SVN406
a
Rpm STILE
a VW X 5' X 4 1/R'
KAH rANY VDOD L 31141 X I• RABBET
7
SWM-107
I
Lam STELE
R VW X 5• X 3 3/4•
MAHOGANY VOOD L 1 f/4• X P RABBET
0
SVN-=
I
AStRAGAL STILE
a V9• X 5' X 4'
MAHOGANY WOOD L 1 114' X I' RABBET
9
5VM-t09
AS uWaL
MAHOGANY Wmll DEAD
V X 3/4•
Atts~ .I 99 x 1 1/2, ■d. zeros
t0
SM-110
AS REW
MMOGANY WOOD DEAD
3/41 x 1•
Attached a.*e9 ■ I 1/R• e& screws
11
SVN-tll
I
M443U Y WOOD ASTRAGAL
1 VW X l 3/4'
of 6 10 ■ C ■d. sero■s ! ie oc.
to
SWIH12
AS Reim
I CLOSED CELL FE" STRIP
Vtt• s ISM /0an taped
PJLL LENGTH ar SILL
13
SWOH13
AS REDO.
W LON SEA. It FRANC/PANELS
ProFAe -W a X AW k
SChING01 9021-630
Is
SVH-114
AS 111=
0' LON SEAL a PANEL RAILS
Pro►te »S• ■. x .376. 1►
SCHOW e0CM
15
■
AS REa'a
SEALANT - CLEAR SILICONE
s
'GE' Stock Nla. GIZA
t6
■
AS REDO.
VD' Lembuted Mee
0311' thick teAlneted
11ASSLAW - tote class Comosit1wO
17
■
AS READ.
GLAZING - CLEAR SILIt3DE
0.90• side L 901' thick
'OOV CORNING• No. 995 SILICONE
19
SWN-119
AS REVO.
NDNGES 9 21' DG
2 3/4• ■ 4' x 0.0601
With d03 010 s I W" Vmd Screws
19
SWH-119
I 1
LOCK ■lth Bross Keep Sot
52 irk I.S. r rkAt Length
SCHLEGEL NLAti-Dolt Lack - Stshtess
e0
SV1t-120
4A%rm
Nstlonst Brood -DOOR XLY
a 3/41■ 4 f/E' L um, thk
■
21
SWN-t2l
tr of
FRAME INSTALLATION SCREWS
1/V rKfF . • •TAPCON'
2 3/4• 9 90 1 3 1/r 9 hood/,pwb
BE
SVM-tot
■
■
In
2]
SVN-fez
■
s
■
■
e4
■
■
■
12
e3
a
I a
in
in
0
FRAMEdd PANF�J�GENERAL NOTES:
7 1/2'
5 3/8'
FRAME ASSEMBLY NOTES:
13
21
A. EACH SOLID MAHOGANY MOOD FRAME HEAD. SILL A JAM ARE
2 5' DEEP AND THE CORKERS ARE DUTf JOWED YATH w00D CLUE
14
AND FASTENED WaR (4) /14 ■ 3' WOW SCRE9IS W EACH CORKER.
SILL PANEL &cldBLY NOTES:
2. EACH solo MAHOGANY w000 S= & RAIL. 15 2 1/9' DEEP
] 1/4' SILL AND THE CORNERS. 1/2' THK3t x 3' s 3' TENON AND WOOD
. CLM JOINT.
I7/
•• ''
• • ;: ••
.; INSTALLATION SEALANT NOTES:
.• 3. THE FRAME AND ALL EXPOSED W$TALI.ATIDN FASTENERS MUST BE
U"COsnrm
`
_
• '
PROPERLY SEALED VATH 'CE• STOCK NO. CE012A SILI =E.
bts Poo . • . •
: • .
AC/C�sM
TAvn
EULPSE CA EM1s NT WINDOW
PRODUCT DATA do PERFORMANCE DESIGN PRE:
MAX. FRAME SIZE - 74 7/8 w. x 97 7/8"h. x 6a Dec O
MAX. PANEL SIZE - 36 5/16"Yi' x 9 `16"h. x Y 9deep 0'0 ° °
MAX. GLASS SIZE - 27 1/4"w. ° co 1d4"h. x 0.51010 Ack °
DESIGN LOADS - +510. —70.0 PSF 0
WATER TEST PRESSURE: +5.00 P9F° (29.93 OP) 0 e'0 0 0 0 0 0
o--
• o00
R -1f dk METHOD 1 A HMRNT: o o e o e
MINIMUM REQUIRED FASTENER AS TEST %e&CrOPTIOX41APjtg& FASTEVg0
SII.L• 1/4' x 2 3/4'-"TAPCON'S at o max of 6 114' from ea. and and 12" a.&.
READ: 1/4' x 2 3/4"—"TAPOON"S at oo&_ j.oa4 2 o.c. 0000 0001.
JAMB: 1/4' x 2 3/4---TAPCON'5 at a•,vx.egl 7 from i a and 12" owes e °
• OPTIONAL ANCHORS ,1l4' x 3' MIQOb-SCRE INTO 2X �dOI1`� Imc
900900 O O
GLASS DESCRIPTION • e e O
Aeceetence No- a7ftmeatedq-�0p52]a4- ° 0 0000 0000
t. It
3� 63' rss 'CIJ1'Z�Aw1 + 0 0 0 0 0 0 0 0 0
1 0,010• god ppooyM��s efts e o APPR 0 0• o
1 0.063" testa "CIASSLA r+ t r 00 e � TIfIQ tVI111 drHE
t 3/1W canceled glass sheet 4 $I:n Ln IDAQIijLING CODE
6
Clarin� 6lethede tt
3. Glen Slated ■tth Sftme • Dow ' N0. 995 QA 11+
0.9 kI TDMI' U ova a 314 glass tits By
wMll9nnW Im �0 D1YS
BIIILDIIID CDC( avLWICE ma
AOCEPTitC.CE ltQ. 99t� A q c � • e
__ -- 00 o
s110 f
o 0
_ 01 sa o
Wa0000
_ _ 0 0
0000
0 o
:."
O O
0000
0000m0
;•_ 000_000
a0 00
0*00
0000�00
need
COMOD
_.
aA•o Q
p
.o 0 o a
.00womo
-- _ 0+0 4► Si
Q
O
0000
000•00o
a-aao
0
0000
000000
we cl
J �•
`-1
1 1/4'
7
01
I ' FRAME HEIGHT
EXTERIOR SIDE
1 I/e' SOLID
PINE -WOOD PANEL—
z 1/8'•
N
' ' •�'
Vr 13 rN/Nt�MAr W
i/ti vaHi1'iiiocD"EB' &M 1 3cat
awpu"Arawl
1 3/4'-
6'
7
...
21
HEAD
;
3 1/2•
1
1'
1 1/4'
10
3 4•
.— I/2• LANINATEO GLASS
INTERIOR SIDE
JAMB
R
•-3 7/8'_�
INTERIOR SIDE
OCKSTILE1.
vi 1 yr ZD'La wioAFCDi"
R T. utOo
rot ' OTS
I
FRAME WIDTH
EXTERIOR SIDE FULL ARCHED CASEMENT WINDOW
11IItT101T -
attL or
11lx
DacltttmDll
ttTS
MA71tRfAb ak BBMARsB
l
SWhlol
1
rRA1E HEAD
1 3/4• X 6- X 1 1/4'
IA40GW VOID
e
sWN-toe
t
ntA1C SILL
l 1/4' X 6• X VV
MAHOGANY WAD
3
SWN-03
2
FRAIC JAMB
1 3/4' X V X 1 V4'
KAHOGNn VOID
4
2VN-too
a
PANEL TOP RAIL
a 1//• x s• X 3 1/41
NA OGANY V000 L 1 1/4- X r RABSET
S
1 SWh203
2
PANEL lea I x RAIL
a 1/V X 7 1/2• X 6 11W
MAHOGANY VDOD 6 1 1/41 X 11 RABBET
6
sw-eft
2
N= STILE
2 t/B' X s' x 3 2Ar
MAHOGANY VOID 6 1 1/4• X 1' RA3KT
7
SvN-207
I
I= STILE
a t/1' X 5' X 4 IM
MAHOGANY WWI 6 1 1/4' X 1' RAIBET
1
SWl-20t!
1
RAISED PANEL M p. STILE
2 Ito* x 6• x S'
MAHOGANY VOID t 1 11V X 11 RASRET
9
SVN-t0!
AS RWa
NAIOGAW v000 BEAD
r x U41
Attoehed o/ IS 2 l 1/2• ed screw$
to
SWN-tt0
AS RED'S
NAHOINIY WWD WAD
3/4• X t'
Attached of as x 1 1/21 wd screws
I1
I SVN-Ill
1
I NNCWR VOID ASTRAOSL
l VV x l 31V
o/ 0 to x V va screws a Wax.
to
sWN-tta
As ItEQ'0.
cLc= CELL FOAM STRIP
1/2' x 54' roan taped
nLL LENGTH If SILL
13
SWN-113
AS RM
0r LON SEAL 1 rRANE/PANELS
Prone .3e0' x. X AW 1►
Schlegel saps-630
14
SW-114
AS EMIL
0' LOI SEAL / PANEL RAILS
Prorie 3'JY w X .336• h
SCININ924 C EZ320
is
SWN-113
Dot Psrre
Raised Parrs - a17 1/e• Vide
1 1/2• Thick - sow Pine
C latton Psrrb III* N )
16
s
Tap PWW
1/2' LeAboted (Naas
0.s11• thick torAnsted
'GLASXAN' - (set Ogg composition)
17
■
AS REDS
GLAZING - CLEAR SILICONE
99C side 6 aril• tick
'WV CORNING• Ha 99s SILICONE
19
SWM-111
AB RE71
NDIGES a 14, OC.
a 3/4•w, x 4'h x I06D'tw
with an m x I VV Wood Screws
19
SWN-I19
a
LOCK THROW Ctop 6 bot)
031V dio. x 0367• throw
'JARKNIER xASSARD• Brand. reart:t
to
SVII-two
2
0R CENTER HANDLE RMTtolx:
o/ 4 s to x t V41 %no
Article Code 042300 Nod RY39
el
SWN-12I
to• 0&
rum INSTALLATION SCREWS
VV rHA% - •TAPCOW
a 3/4. 1 sic 6 3 1/2. 1 hoodfjanb
2e
SWt-1> 2
2
t/2' WptDCG THROW
S/Vd. send -tube x G.IS4•thk
35L @ bottom. ► 37 1/21. 1 tap
23
SWN-t23
2
STRIKE LATCH PLATES
1 7/tVw. x 7 I/4'twV
04• CJL STEEL
24
■
AS REWD.
SCALANT - CLEAR SILICONE
x
•GE' Stock No. 012A
>!s
swot -to
6
Ictutrit T1ii0V-bu Qi1DEs
2.40• h, x tbs6' a.
Attached o/ (e) 610 x 1 IM ana
K
SWN-tu
2
JEND TMRGV-1t1LT GUIDES
ti34• h A IAsb• W.
o/ C21 1/8•4L x 3% NS 6 double nuts
PRODUCT DATA do PERFORMANCE DESIGN PRESSURE:
MAX. FRAME SIZE 73 3/4'w. x 97 1/2'h. IS 6' Oeep Frame
MAX. PANEL SIZE 36 5/16'w. x 95 7/16'h. It 2 1/8' deep
MAX. GLASS SIZE 27 1/4'w. x 84 1/4'h. alto&M 1' thick
DESIGN LOADS a +53.0, ,70.0 P§F o 0
WATER TEST PRESSURE: +IA00 Ef6F9(53.33 DP) 0 0 o a o 0 0 0
0
lNSTALiAT10N NOTE• o
rSCREWS a IIfETFIOD DEr RACHME 0000
0 0 o s
LUNUUM REOLNRED FASTENER AS TESTODWAsSM OPTIONAL APPCi KD FASTENER
SILL: 1/4' x 2 3/4' - TAPCOH"S at o mo3.00j 114' fromocv.,eRd and 12 o4. O s'
HEAD: 1/4' x 2 3/4'-'TAPL•ON'S of a dnex. O O.c.
JAMB: 1/4' x 2 3/4'-'fAPCON'S at o mpre 4p69from A4x0*94 12' o.Co o a o
• OPTIONAL ANCHORS • 1/4" x 3' WOOD SCREW INTO 2X WOOD MAWNG
O o
GLASS DESCRIPTION: 0 0 e
Acceptance No. 97-0527.04s 00 00 DODO 0 0 0 0
1. 1 3/16' err+eakd glass shaw-1 +
1 pA03; rein try ML1' ASK + 0 0 0 0 0 0 0 0
1 OAtO wrty-*ices letede"t 40 0 0 0
1 OA0.1' resin by .+ 0 0 Goo* 0 0 0 0 0
1 3/1!' om"Isd gloss duet ♦ 0 0
A IL 0 1lelhod: 0 0 0000 0
1. •txoss gbtsd with 51100" ' Dow Co► tb. 9950 0 APRDMID AS MITYIl1D WITH �° 0 o a
0.90' wide X OASI• thick - aver o 3/4' Veto bits 0 SDUiN �1.8}jIMIS CODE 0
;TOLID PANEL DESCRIPTION: DAT o 19�
1. BOTTOM PANEL,
27 1311W wide x 28 15/te high it 1 1/2' thick gT
Gwzha Methods ROt 01Y SON
2. Pons] glossd with •CE' No. 012A Clsor Sikons
3/4 dap X t rids x oAst' thick - over SUILMN GDDE ONPLIAME Offa
0 3/4' x 1 1%1'•btddssq rail. ACCfpTANU IW.Q'% '
/2'
6 I/8•
PANEL GENERAL NOTES:
.
FRAME
k
3
21 2
1.
NOTES:
FRAME ASSEMBLY AN
EACHEACHSOLID ICNaOQANY W000 FRAME HEM. SILL 8 .iAlt$S ARE
CLUE
Novi/ton Holes do Description: No Date 13y S A B A N A WINDOWS INC.
14
TSILL
8' DEEP AND THE CORNERS ARE BUTT JOINED WITH WOOD
AND FASTENED WITH (4) J14 x 3- WOOD SCREWS iN EACH CORNER.
P,MEL ASSEMBLY NOTES:
6187 N.W. 167th Street, Unit H--15
j,1/4' SILL
•
'. • • , •� ., :', _�,
• . • . 3.
•• ',. , ,�
AM THE RNE'RS°C1/2 WOOD STILE X ' x`3` ENON'MID �
am MT.
1NSTALLATitIN SEALANT NOTES:
THE F1WIE AND ALL EXPOSED INVAUATION FASTENERS MUST 8E
PRWMY SEALED WITH 'OE' STOCK NO. CW12A SLICOHE.
Miami Lakes, FI. 33015
'�''•''� FULL ARCHED CASEMENT WINDOW
e,sr„ ow it"&" ar Plot chow SAMPLE II — 74 3/4" X 97 1/2"
e.N. VERT. wit HOR. CROSS SECTIONS, & NOTES
;ear, ,� • ,
Deft Srws.v are. Arw lo& Scout V. -a a «,
a-ea-99 1/8' Test unit lass cut SiD99-526 3 of 5
000
0
0 0 000 O
0
e
o o
a a a 9 a
o o
0
9
0 00* O o
0
0
O
0 o n O 0
9
I►ae 9
a Q
a a.
d o
0 o
p o 0 a d o
a 0 ,a
'o
o
beo.:# 0 000
0 ,a
At o
b o
a
- 00
000
ea O A N
o`i
M. W.
a
-
0
o
d'ci 0 •4 d; or
0
.. 0
0
o c e .b o-s
• •
00
o0o
p o e b' b:
ss -
I -
FRAME HEIGHT
EXTERIOR SID.
W41 s 3 NA/ dt4t61�
R R �/ MAk
6s%04, is 1w'ieacr 1 3/4-
1/4'
MAX
_ SHIN
HEAD
1/2• LAMINATED GLASS
[OR SIDE
INTERIOR SIDE
LOCK STILES
4 1/8'-4-3 3/4'
1 3/4'
JAMB
1/4' x 3 W rxm--'1AraoHr '•
VI 1 VN Imo► L ull, INtO
F.• •.
L V= RAC
r 31 do DR1ALUfmdk lC Ot /Atfad ffAGbHG 1
3 1/2' '•
1'1 1/4' 9 13
to n
� 11 11
11 3 1/2' 14
5/8' 4 1/4' 7 6
D O
—FRAME WIDTH
EXTERIOR SIDE SQUARE CASEMENT WINDOW
Se
CASSUM WINDOW at
OF-UATSMAW
TTSR
0a1'a 0
mma.
aSSCsiPeMR
8=
MA1SMAL k tlsllwnrs
1
SWN-101
1
rRAE HEAD
1 3/4• X 6• X I V4•
MAHOGANY WOOD .
a
SWN-102
I
FRAME SILL
1 1/4• X 6• x sw
MAHOGANY HOOD
3
sWN-t*3
2
ram JAND
1 3/4• x 6• X 1 VV
NAMOCAMtT WOOD
4
SWN-304
2
PANEL TOP RAIL
2 VW X s• X 3 1/2'
MAHOGANY WOOD L 1 114• X 11 RAIKT
S
1W11-1aS
2
PANEL IOTTOI RAIL
2 t/W X 7 Vr X 3 SW
MAHOGANY VIgD L 1 1/4• X 1' RAt;IIET
6
SWN-306
2
HINGE STOLE
2 I/O• X S' X 3 1St16'
MAHOGANY WOOD L l V4• X 1• RAIItET
7
SWN-307
2
I= STILE
a t/e• X S• x 4•
KAOGANT WOOD L 1 VV X 1• RABBET
9
■
x
■
■
s
9
SWN-109
AS REWA
MAMOGANY WOOD SEAR
11 x 3/41
Attached s/ e0 x 1 t/2• sd screws
to
SWN-Ito
As REO'D.
MAHOGANY W= /EAD
3/4• x 1•
Attnehed d 118 x 1 VE' *d. stress
11
SWAB-111
I
HA DGANT WOGO ASTRAGAL
I IAr x 1 3/4•
s/ I to x 2' 94 :cress a 1210c.
12
SVM-112
AS REO'D.
CLOSED CELL MAN STRIP
V2' x 5/9' foan taped
rtLL LENGTH Or SILL
13
SWN-113
AS REDO.
W LOI SEAL a rRAHE/PANELS
Proms SR• s. X Aso' M•
Scat -Oct IDDS-650
14
SWW114
AS ROIL
0' LOt SEAL a PANEL RAILS
Prom .335' s. X =* A
Semew LDE2320
15
x
AS REO'O•
SEALANT - CLEAR SILICONE
x
•GE• stock M0. CILIA
116
x
AS I ECIL
t/2• LAMINATED GLASS
asi1' tkc k tankated
'6LASAAN• - twee Bass eono"tdonl
37
IN
AS REOD.
GLAZING - CLEAR SILICONE
o.90• stile L Col. thick
•BOW CORNING. No. 99S SILICONE
to
SWN-119
AS REO.O
HINGES 1 16. OG ( NCI =
JARBIN1ER HASSARD And
With (01 Ito x I t/r Wood Stress
19
SWN-119
1
1 LOCK THROW COD L both
031r d1o. it 0=7• thr0s
•JARCI►M MASWV orud, ranee
20
SWAB-12o
&
DR. CENTER HANDLE WATMW
s/ 4 11 to x 1 1/4' ens
Article Code 048100 Nod. RY59
It
SWN-181
AS REWIL
rRAIE 11111TALtAHOM St31EVS
1/4' rH JPN. - •TAPCOM
L 3/4' a stt L 3 t/r a hesd/Jsnb
81
M M-192
1/2' LOCKING THROW
are d send-tWe x 0.154"thI1431M
a bott0o, L 57 1/8% 1 top
23
SWM-113
■
x
Ix
IN
14
SWN-124
8
PN7. LOCK THROV-BOLT PLATE
1 1/2• side x 9' loop
1/4• thkk (head). 1/2' Vkk tsxl)
25
SWN-123
a
PANEL rLAT THROV•oaT
3/41s. x0' 1on0 x WV 1Hkk
st Insctdre poet arey
S/8'
2 1. tACH SOW 1:ANOCANY t10o0 nVMZ HEAD. SILL k MUSS ARE
SILL I 6' DEEP AND THE CORNERS ARE BUTT 0 SCR WITH I EACH
COIR
t AND FASTENED 111iN (4) /14 x 3' tY000 SCREWS IN EACH CORNER.
PANEL ASSEMBLY NOTES:
2, EACH SOLID UMOGAIY WOOD STILE h RAIL 1S 2 1/0" DEEP
�• 1/4SILL AM THE CORMEIM 1/2• THICK x 3• s 3- TENON AND WOOD
cwE JOINT.
• INSTAL LeTION SEAL 4AIT NOTES:
•' 3. THE FRAME AND ALL EXPOSED INSTALLATION FASTENERS MUST BE
• �• •� PROPERLY SEALED WITH 'W STOCK NO. CE012A SUCOKL
PRODUCT DATA do PERFORMANCE DESIGN PRESSURE:
MAX. FRAME SIZE - 74 3/4"w. x 97 5/8"h. x j6e We$ came
AX M. PANEL SIZE - 35 15 1 fi w. x 95 7 16"h. g ao V" deep o o c o
MAX. GLASS SIZE a 26 3/44"v* x ®4 s1/44"h. x 0.511 thick
DESIGN LOADS - +53.0. -70.0 OP5F o coca 0
WATER TEST PRESSURE: +$.011, W-CU33 0P10 0 0 0 0 0 0 0
INST LLATISI? 41I9'FE4 0 0
SCREWS & M or Soo
MINIMUM REOWREO FASTENER AS TESTfaD OR Eb OPTION4OAPf Bqo FASTEAER
SILL: 1/4" x 2 3/4"-"TAPCON"S at o m&? 8T06 114" frorrP JbP L%d end 1220 0.0. 01
HEAD: 1/4" x 2 3/4"-"TAPCON"S at o4W&eoT 2 O.C. o e e e
JAMB: 1/4' x 2 3/4'-"TAPCON"S at a maa. o from sill M fined 12 o.c.
• OPTIONAL ANCHORS sc ,1/4 x 3" WOQ0,6CR,£t'1 INTO 2X fyt)4 w 0 e 0 a
CLASS DESCRIPTION: 0 0 0 e o 0 0 0
�eelence _ No. _ 97-0527 04_ e o 0
1, 1 J/16• axKOled :hest * e o a�e0 0000 0 T�0000
r0 0 0
i 0 10• Saittp resin by MLASWJA- kdenory o 0 APPWM "5 a o i Tm "'�i
1 OA63' tWo by VASSIAMP ♦ 0 0 o SOtI11l sII�INEi CODE 0000
1 3/1V Wmeaw own sheet ♦ 00 e - e44
1; k rive Lfelhoa• �• j�
3. woes rod .ID+ Siocone • co. No. 905 BY
o.9D• rod 0.051• thick - ever o 3 e ylon bit*mawrovam
Ft/rMlx Btd 10 COOS COMPUAM` OFFICE
ACCEt+TM K0.0�:�.l.iL•Q3•
•- -
,. ob o
dP0O. �
o : d
1
0 0
otoa
0 0 o
n
m
- _ *coo
OOo0
odbOsa
0000
o O
OOGoo O `
- _ ... _ - a•ao�amb
o
o a
0000
OOOOtOa
O
t1
0. 4
OPare
400aa*o
r
_
r�
E MOMM
EXTERIOR SIDE
FRAME HEIGHT
oI�
i im oR�vI yr WL Daam
• • P. = yWT RATION Oasts 1 3/4
•.► 0 ►Attewx STMEsr6 )
SHIN
HEAD •�
21
1 6•
a 1/4•
20
— SOLID RAISED WOOD PANEL
5•
INTERIOR SIDE
INTERIOR SIDE
LOCKSTILES
JAMB
4 1/2' 4 5/8'
V4* x � IiplrxA "pia if �
NTO
2t
23 23 25
20
roSIX e rASTTM SPWJ °cns
JAMB
7 0
1 1/4' • '
6
—a 1/a •
11
E
0
9 a l/s• 4 t/a•
9
16
FRA WIDTH
EXTERIOR SIDE SOLIA WOOD
PANEL CASEMENT WINDOW
PRODUCT DATA k PERFORMANCE DESIGN PRESSURE:
CASEIIRMTMNDOW
— MM OF
RSI/
ORR'0 0
ML
I PART DSSCRI!'IfON
HATIRLL A RIiIARIId
I
SWN-lO
1
raw HEAD
1 3/4• X 6' X 1 1/4'
MAHOGANY WOOD '
R
Swill -to
I
FRANC SILL
1 V4• X &*.X l/r
MAHOGANY WOOD
3
SWN-t03
I
row JAMS
1 3/4' X 6• X 1 1/4•
MAHOGANY WOOD
4
SVR-404
2
PANEL TIP RAIL
2 I/S• x 5 114• X 4 1/4•
NANoGAw WOOD L 1 1/4• X 1' RAIKT
S
SVW406
1
PANEL WTTOI RAIL
2 Wr X 9 3/4• X 9 1!r
MAHOGANY VOGO L 1 1/4• X 1• RAIKT
6
SVR-406
It
RIME STILL
r 1/R• x 4 7/r x 3 7/5•
RMOGANY WGGO 6 1 1/4• X I• RAIKT
7
SWN-4D7
I
LUX STR.E
1 lAr X S I/I' X 4 I/0'
MAHOGANY VODD t 1 1/4' X t• RAIKT
s
Sw*-4O11I
1
RAISED PANEL NOR. STILE
2 1/5• x 6• X 4•
HWOGANT WOOD L 1 1141 X 1• RAIKT
9
SVR-tO9
AS RWIL
YAGGANY WOOD KAD
11 x 314•
Attached w/ IM x I rd. screes
10
=M01-119
AS OWS
xaOGAw 11= SCAD
3/4' x V
Attached w/ 19 x I t/r ed screw
it
SVx-I!l
1
MA GGIWY WOOD ASTRAGAL
I la, x 1 3/4•
e/ 0 10 x r VOL screws I lrot.
12
SVN-111
AS REW0,
CLOSED CELL FOAM STRIP
1/81 x 5/S• ►oon toped
rLLL LENGTH Or Stu
13
SWX-113
AS RE00.
W LON KAL I FRANC/PANELS
Pror o =* w. x AN' H.
Schle0e1 SOCS-650
14
SVM-114
IAS RCOL
0' LOU KAL R PANEL RAILS
Profile .333• w. N 4791 A
Schlegel 0DE2320
IS
SVH-115
AS REOO.
Raised Paul - 27 13/IV wide
1 I/r Thick - Solid Pb*
t Tops 74• N. Sottore 19 13/16• N )
16
a
AS REO'D
SEALANT - CLEAR SILICONE
■
GE MEA SILICO C
17
a
AS REOD.
GLAZOA - CLEAR SILICONE
U4' x I/r n 0451• thick
GE o12A SILICONE
t1
- .SVX-tW
AS RM
NGIGCS / 2S' or—
3 1/0' a 4 ISA61 x 0078'
VRth IN stO x 1 1/2• Wood Screw
19
SVN-119
1
LOOK with Mass Xeep Set
52 ran LS. V Full I.Mth
GEL ^Atl-Dolt Low - Stawess
10
I SVN-110
a
Notional or" - Tftve
"11' dWeter - bett
Attached w/ (6), 1/4-20 SS -MS L Nat
21
SVR-121
Ir at
rRME (NSIALLAIM SQIEVS
1/4• rtl/PH - 'TAPCOe-
a 3/4• I sst L 3 I/r I head/jwb
22
SVN-122
a
PANEL IMT RELY. PLATE
r x r
s
23
SWN-123
I
PANEL LOCK/LATCH PLATE
1 1/2• x 41
a
94
SVN•t24
I
146 MODEL 453
i9i (4) 1/4-20 SS -KS L Wit
at scWt pwnot "
23
SVMM-I2S
I 2
PANEL FIAT TH ROV-SOLT
2/41e. x V long a 1/44hich
at Huctlne pw wt only
8 3/4•\J
13 21 2
SILL 1
1�1/4• SILL
.• I
V4- x e V4' f11/Irtt-•sA/adl'
ItKE OatALLAtX)M NOT= (�•
to rAstace srrcoa 1
FRAME & PANEL GENERAL NOTES:
FRAME ASSEMBLY NOTES:
1. EACH SOLID MAHOGANY WON FRAME HEAD. SILL ! JAMOS ARE
UE
AADEEP AND THE ND FASTENED WON (3) 012NEIM a 38 w JOINED CR M HNEACH �CORRNER.
PANEL ASSEMBLY NOTES:
2. EACH SOLID MAHOGANY WOW STILE 4c RAIL IS 2 1/5' DEEP
AND THE CORNERS. 1/2' THICK x 3' X 3' TENON AND WOOD
GLUE JOINT.
INSTALLATION SEALANT NOTES:
3. THE FRAME AND ALL D%POSED INSTALLATION FASTENERS MAST BE
PROPERLY SEALED WON 'GE' STOCK NO. GE012A SUCONE.
MAX. FRAME SIZE a 75"w. 022"h. x 6" Deep
MAX. PANEL SIZE s 35 15/1$0w. x J20 5/16`hog ,?A1°/8" .deerb a a a e
MAX. SOLID RAISED SIZE - 23 13M6 ce. x 74"h. x 1 1/2" thick o
DESIGN LOADS a +53.0.—70.0OFESF 0 Coco 0
0 0
WATER TEST PRESSURE. +8.00. IME9 Q .33 1, Ns o o a o 0 0 0
INSTALLAT&N 0 0
SCRM & HKMOD f1P,,&MCHMEA1T: ° 0 0 0 0 0 0
MINIMUM REQUIRED FASTENER AS TESTED OR SK OPRONBL APPROVED FASTENER
SILL: 1/4" x 2 3/4'—'TAPCON•S at o mtx° V96 114- Iran? Id' Ind and I? t.1.
HEAD: 1 /4' x 2 3/4'—"TAPCON"S of oo oVcV o q f o12 o.e. o et o o a o 0
.IAMB: 1/4' x 2 3/4'—'TAPCON'S of o mcat. of c9from s!tl yOo and 12' O.c.
' OPTIDNAL ANCHORS - ,1/4' x 3' WOOODOSCRERV INTO 2x kV W#*FRAM1NG o 0 0 0
SOLID PANEL DESCRIPTION: 0 0 0 0 0 0 0 0
1. TOP PANEL• 0 ® o •
27 13/15' wide x 74' high x 1 1/2' thickO 0 0000 0 0 0 0 0
L. BOTTOM PANEL 0 O
27 13/16' wide x 25 I5/15' high X 1 1/'a0 thick 0 O O O°
2Z thed� o Mea o APPiIpIlED AS WAPLYM WITH 194 o 0
3. S000 Panel Wotad with 'W No. 012A CMsa Scene
3/4' dm li 1//2•wide x 0.051' thick — over tl _ �.
0 3/4' x 1 1/4'beddinq 00% pAj - 91Z
WEI—
/iNlismubelm
DfY'S Qy�, 11
BUILM Ni OOZE CMIto
1 AMIAHCE .0 e: 03..
sQ
Revision Notes do Description: No Date By S A B ANA WINDOWS, INC.
6187 N.W. 167th Street, Unit H-15
Miami Lakes, FI. 33015
SOLID WOOD CASEMENT WINDOW
SAMPLE IV - 75" X 122" X 8" DEEP
>..rw C.N. a• ~" VERT. dt HOR. CROSS SECTIONS & NOTES
—
Mgt Orewwt 0eN AMrKt fresx Or.w.V I'Wu eAuf:
D-25-99 1/5- Test unit la out SWD99-526 6 of S
0
0
0
0
m
0
0
0
0
0
0
000
0
0 0 008 o O '
. - .0 ._._0
0 . 0.0 _O 0 0.. 00. so_,
_-o—o
0
0 0
0- .-'
0
0
o sea, o o 0
„
0
0
o o -o 0 o 0
0Q',o
o
•o o e =000, o 0
:sea
o
e e o s 1
'o _ o
o
e o 0 0 .0 0
a o
0 e
0 e 0_0 0 0 0 0; e ;
a 0
o
a -: 0 0 0 0 :e
00
oeo
a:' ee ;
e.-•e, 'e e
0
00
e o :0 . 6 a ••
O
O
,see
60 O' a O a•-
a
o
"a -; e 0 s e e o -_
V
oe
000
a o a e e ee;: