WS-09-1000 `
Miami Shores Village�
10050 N.E. 2nd Avenue
Miami Shores, FL 33138-0000
f
� r
Phone: (305)795 -2204
�.`
Expiration: 1211 912009
Project Address Parcel Number Applicant
10659 11 Court 1122320280210
'
Miami Shores, FL 33138- Block: Lot: U S BANK NATL ASSOCIATION
Owner Information Address Phone Cell
U S BANK NATL ASSOCIATION TRS 3476 STATEVIEW Boulevard
FT. MILL SC 29715 I
Contractor(s) Phone Cell Phone Valuation: $ 15,473.00
FLORIDA HOME IMPROVEMENT (954)792 -4415
m ...... Total Sq Feet: 0
Type of Work: WINDOWS For Inspections please call:
No of Openings: 14
(305)762 -4949
Additional Info: IMPACT Available Irispections:
Classification: Residential Inspection Type:
Window Door Attachment
Final Shutters
Final
Shutter Attachment
Fees Due Amount Invoice # Total Amt Paid Amt Due
CC F $9.80
Edu cation Surcharge $3.20 WS - 6 - 09 - 35097 ' $ 270.80 $ 50.00
Education - -�"
Permit Fee $240.00 WS- 6-09 -35097 $ 270.80 $ 270.80 $ 0.00
Scanning Fee $12.00 Check #: 2451
Submittal Fee $50.00
Submittal Reversal Fee ($50.00)
Technology Fee $8.00
Total: $270.80
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. Futhermore, I authorize the above -named contractor to do the work stated
June 25, 2009
Authorized Signature: Owner / Applicant / Contractor / Agent Date
Building Department Copy
June 25, 2009 1
Miami .
Shores Village 5
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fag: (305) 756.8972 '
BUILDING R ECEOVIED Permit No. VO
PERMIT APPLICATIO JU 1 00 Master Permit No.
FBC 2004
Permit Type (circle) Building Electrical Plumbing Mechanical Roofing
Owner's Name (Fee Simple Titleholder) iJ� tbC1 4,) Phone #
Owner's Address ( C T
City A Ca' �Wtate Zip
Tenant/Lessee Name Phone #
Job Address (where the work is being done) U5` XNC t t L
City Miami Shores Village County Miami -Dade Zip ?. 5 15 S
FOLIO / PARCEL # t - 27,37. - OZ I v
Is Building Historically Designated YES NO
Contractor's Company Name mil.- -3-
t: �� `��, Phone #
Contractor's Address C7 S L c�
City ? ll - (,u fl0 State : F(— Zip 3 l�
Qualifier Name W a) f ►.,�'r Phone #
State Certificate or Registration No. CfnC nU l � 0 �6 Certificate of Competency No.
ArchitecttEngineer's Name (if applicabl ' k aA3 Phone # 9&-1 3 ®e (eQ
Value of Work For this Permit $ Square /Linear Footage Of Work:
Type of:Work: []Addition []Alteration []New 2 ❑ Demolition
Describe Work: Q
Submittal Fee $ " Permit Fee $ 2! CCF $ a4D v ow-r—
Notary'$ Training/Education Fee $ 320 Technology Fee $ _ 0.00 .
Scanning $ 10O,' Radon $ DPBR $ Zon'
Bond $ ,' Code Enforcement $ Double Fee $
Structural Review. $ Total Fee Now Due $
See Reverse side -�
v
Bonding Company's' Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's N e (if a livable)
! . �.
Mo eriats. A ' ''
City State Zip
Application is hereby made to obtain a permit to do the work and install1ons-aseindicated. 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 the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and 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 YOUR NOTICE OF
COMMENCEMENT."
Notice to Applicant. • As a condition to the issuance of a building permit with an estimated value exceeding .$2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for. the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the
inspection will n e appr, ed reinspection fee will be charged
Signature Signatur
l __er or g V Contractor
The foregoing instrument was acknowledged before me this l The foregoing instrument was acknowledged before me this I I
day of 20 � by 'Ct apnd� �� Zy , day of . 20 1 by LuNL T . Jxlr'•�'C("
who is p ersonally kn own to me or who has produced o is personally known to me or who has produced
As identification and who did take an oath. ��� as and who did take an oath. t/
NOTARY PUBLIC: NOTARY PUBLIC:
Sign: Sign:
Print �� t ��� , �' a� Print Nilt -XI AP
M y Expires: tp�
M Commission My Commission es:Cps� �5 2 3 . 2
00 0
APPLICATION APPROVED BY: iao' 3 Plans Examiner
Engineer:
Zoning
(Revised OW08606)
111111111111111111111111111111111111 IN a ll
ClFN 2009Red►447010
NOTICE OF COMMENCEMENT OR 1?k 26410 Ps 2543; tips)
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION RECORDED 06/22/2009 1 0:23:26
HARVEY RU11IN? CLERK OF COURT
(99 .-It nIAnI -GAGE COUNTYP FLORIDA
PERMIT NO. TAX FOLIO N0. KZ37- - O Z 8 -D21 LAST PAGE
STATE OF FLORIDA:
COUNTY OF MIAMI -DADE:
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real
property, and in accordance with Chapter 713, Florida Statutes, the following information
is provided in this Notice of Commencement.
Space above reserved for use of recording office
1. Legal description of property and streettaddress. �Sko S L L. Z.
Lo c t IV at � e 11 C TE S reS T'1-- 3313 �j
2. Description of improvement:
3. Owner(s) name and address: n (.05a) we it c- r �$
Interest in property: Qw h�N
Name and address of fee simple titleholder
4. Contractor's name, address and phone number BHA
5. Surety: (Payment bond required by owner from contractor, if an
y)4-)—o SW 30th Ave.
Name, address and phone number
Amount of bond $ '
6. Lender's name and address:
7. Persons within the State of Florida designated by Owner upon whom notices or other docunjents may be served as provided by
Section 713.13(1)(a)7., Florida Statutes,
Name, address and phone number.
8. In addition to himself, Owners designates the following pen d �Fotice as pro ' ion
713.13(1)(b), Florida Statutes. is ' e copy of the §, «EAR TYo Name, address and phone number. of a' °�
A P 20 u
9. Expiration date of this Notice of Commencement: my an i a
r,
M. ex g pi y red n e is 1 year WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER C N EMENTAR ONSIDERED
IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORI STA N RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY A NOTICE OF COMMENCEMENT MUST POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK
OR RECORDI P.Ye 1p ' . OF COMMENCEMENT.
natu s rAwner(s)' Authorized Officer/Director/Partner/Manager
W id By
not Name Print Name "
ritle/Office rdle/Office ( t�ol�r•� '�?�3 tZ
STATE OF FLORIDA
COUNTY OF MIAMI -DADE
The fo oing instrument was acknowledgeq before me this I_ day of . a
By to
❑ I Ividually, or ❑ as for
Personally known, or ❑ produced the following type of identification:
Signature of Notary Public:
Print Name: 1�
1Z
VERIFICATION PURSUANT TO SECTION 92.525, FLORIDA STATUTES �' „� Qp
Under penalties of perjury, I declare that I have read the foregoing and ?.; oovkg '
that the facts stated in it are true, to the best of my knowledge and belief.
Sign s �eqs)'s Authorized Officer/Director/Partner/Manag ned above:
I
By
123.01.52 PAGE 3 11
4
365 -1 2Q Z 1 S NORES
tNG 193 a G�
r, -1 4 Z S y
Cf
■n■ � umM
L
ORiDA
CUMULATIVE SUBSTANTIAL 1WROVEMENT VERIFICATION WORK SHEET
In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the
costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the
costs of any proposed improvements must be shown on the worksheet. The cost of improvements must
include demolition, raw and finished materials (include those donated), labor (including volunteer and self -
performed), construction supervision and management, and overhead and profit. A list of items the costs of
which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract
must be attached)
PROPERTY OWNER:
PERMIT #
ADDRESS: %OU S'1 PO
FOLIO NUMBER Z2,�Z `� 'O L FLOOD ZONE:
BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL:
COST OF PAST IMPROVEMENTS (12 MONTHS):
COST OF PROPOSED IMPROVEMENTS:
(ATTACH COPY OF CONTRACT)
TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed):
VALUE OF PRINCIPAL STRUCTURE attach appraisal):
OWNERS SIGNATURE DATE: f/0
PLAN REVIEWER:
PLAN REVIEWER SIGNATURE: DATE:
11 -12 -08
Miami -Dade My Home Page 1 of 2
My Home
m
MIAMI -DADE
Show Me:
Property Information Legend
Search By:
'� y .f $ � u�p ' w f Property
Select Item _ s _ Boundary
SBlected
Property
Text only
ra Property Appraiser Tax Estimator Street
m Highway
Summary Details:
Miami -Dade
F olio No.: 11- 2 1 County
Pro 10859 NE 11 CT Water
M elling U S BANK NATL
Ad dress: ASSOCIATION TRS ..
478 STATEVIEW BLVD FT
MILL SC
715 - x W E
i
Property Information: > }F _;:{ S
Primary Zone: 0800 SINGLE FAMILY
SIDENCE�
LUC: 01 RESIDENTIAL- a w'
u.
INGLE FAMILY
M ths: 2 ts: 1 g
vl
d
Footage: ,544 '
ot Size: 11 J00 SQ FT
ear Built: 1980
32 MIAMI
S HORES ESTATES PB Digital Orthophotography - 2007 0 115 ft
al 7 -58 LOT 5 BLK 2 LOT
Description: 18982-2307 75.000 X 158 OR
18982 -2307 02 20001
COC 28290 -2388 03
120 083 My Hom I Property Information I Property Taxes
Sale Information I My Neighborhood I Propgin Appraise
le O/R: 15 -0130 Home I Using Our Site I About I Phone Directory I Privacy I Disclaimer
W e Date: P /2005
[Sa le Amount: 1$495,000 —
Assessment Information:
ear 2008 1 2007 If you experience technical dltficuitles with the Property Information application,
nd Value: $225,143 00,191 or wish to send us your comments, questions or suggestions
Butldin Value: 1,988 1,98 please email us at Webmaster
Market Value: $577,109 5215
Value: 77,109 2,15 Web Site
Taxable Value Information: ® 2002 Miami -Dade County.
ear: 2008 2007 All rights reserved.
Applied Applied
axing Authority: Exemptlon/ Exemption/
Taxable Taxable
Value: Value:
tonal:
$0/$57'7 $01$652 57
Cou $0/ 77109 $0/$85215
$0/$577,109 $0/$852,15
hool Board: $0 /$577109 $0/$852,157
Additional Information:
CAlck here to see more Informati f or this
Co mmunity Development District
Community Redevelopment Area
Empowerment Zone
Enterprise Zone
Land Use
Urban Development Boundary
ping
http: / /gisims2. miamidade .gov /myhome /propmap.asp 6/15/2009
' � _ Iliillliillllilllllill ll {lIIIlil11lIIIlillill
• CFhi 2+009RO37 5112
OR Bk 26876 Pss 1269 - 1289; (21ass)
Return To: TE _ C E a (� ( RE C ORDED 03 /7542959 11 � 55s 45
DOC O •-*' SOUTHERN FINANCIAL. TITLE SERVICES 11�Ifo
INTANG TAX 431.34
450 NORTH PARK ROAD, STE. 410 HARVEY RUM N► CLERK, OF COURT
Gn d' HOLLYWOOD, FL 33021 MIAMI -DADE COUNTY? FLORIDA
�
H
' 79 M rswsrr \i�o ♦ l�
c M This document was prepared by:
x OCEAN BANK, A STATE BANKING CORPORATION
p. M N.W. 42 AVENUE, SUITE ON
C) MAIN;, FLORIDA 33125
U CD
tn
0
rh
[srwce Above Ibb In For Room Bata]
MORTGAGE
DEFINITIONS
Words used in multiple sections of this document are defined below and other words are defined in
i Sections 3, 11, 13, 19, 20 and 21. Certain rules regarding the usage of words used in this document are
also provided in Section 16.
i (A) "Security Instrument" means this document, which is dated May 13, 2009
together with all Ride to this document, -_ --
B) "Borrower" is I_ERNAND ? L. PAGAN�nd LILLYBETH GUILFUCCI GONZALEZ,
HUSBAND AND WIFE —
Borrower -
I
Borrower is the mortgagor under this Security Instrument.
(C) t Mder" is OCEAN BANK, A STATE BANKING CORPORATION
Fender is a
organized and existing under the laws of THE STATE OF FLORIDA
PAGAN, FERNANDO 2182
FLORIDA- Single Family - Fannie MaelFreddle Mae UNIFORM INSTRUMENT Fom 3010 1101
(W ca
Pepe MW of 1e MW O5100 uats: M UNN
fin
VMP MORTGAGE FORMS- M001521-7291
Book26876 /Page1269 CFN #20090375112 Page 1 of 21
1
I
Lender's address is 780 N.W. 42 AVENUE, SUITE 625, MIAMI, FL 33126
Lender is the mortgagee tinder this Security Instrument.
(D) "Note" means the promissory note signed by Borrower and dated May 13,20W
The Note states that Borrower owes Lender Two Hundred Fifteen Thousand Six Hundred Seventy and no/100
Dollars
(U.S. $ 215,670.00 ) plus interest. grower has promised to pay this debt in regular Periodic
Payments and to pay the debt in full not later than June 1, 2039
(E) "PrOWW ins the property that is described below under the heading "Transfer of Rights in the
I
Property-
(F) " Loan" means the debt evidenced by the Note, plus interest, any prepayment charges and late charges
due under the Note, and all sums due under this Security Instrument, plus interest.
(G) "Riders" means all Riders to this Security Instrument that are executed by Borrower. The following
Riders are to be executed by Borrower [check box as applicable]:
Adjustable Rate Rider Condominium Rider Second Home Rider
Balloon Rider Planned Unit Development Rider 1-4 Family Rider
VA Rider Biweekly Payment Rider Other(s) [specify]
(R) "Applicable Law" means all controlling applicable federal, state and local statutes, regulatiore,
ordinances and administrative rules and orders (that have the effect of law) as well as all applicable final,
non appealable judicial opinions.
(A "Community Association Dues, Fees, and Assessments" means all dues, fees, assessments and other
charges that are imposed on Borrower or the Property by a condominium association, homeowners
association of similar organization.
(J) "Electronic Funds Transfer" means any transfer of funds. other than a transaction originated by
deck, draft, or similar paper instrument, which is initiated through an electronic terminal, telephonic
instrument, computer, or magnetic tape so as to order, instruct, or authorize a financial institution to debit
or credit an account. Such term includes, but is not limited to, poin"f- -sale transfers, automated teller
machine transactions, transfers initiated by telephone, wire transfers, and automated clearinghouse
transfers.
(K) "Escrow Items" means those items that are described in Section 3.
(L) "Miscellaneous Proceeds" means any lion, settlement, award of damages, or proceeds paid
by any third party (other than insurance proceeds paid under the coverages described in Section 5) for: (i)
damage to, or destruction of, the Property; (ii) condemnation or other taking of all or any part of the
j Property; (iii) conveyance in lieu of condemnation; or (iv) mismPresentations of, or omissions as to, the
value and/or condition of the Property.
(M) "Mortgage Insurance" means insurance protecting Leader against the nonpayment of or default on,
the Loan.
(N) "AWodie Payment" means the regularly scheduled amount due for (i) principal and interest under the
Note, Plus (Il) any amounts under Section 3 of this Security Insuument.
I
PAGAN, FERNANDO 2550162
str-LI t000m u 0 Psye 2 of 1 0 Forth 3010 1101
I
Book26876 /Page1270 CFN #20090375112 Page 2 of 21
(0) "RESPA" means the Real Estate Settlement Procedures Act (12 U.S.C. Section 2601 et seq.) and Its
implementing regulation Regulation X (24 C.F.R. Part 3500), as they might be amended from time to
time, or any additional or successor legislation or regulation that governs the same subject matter. As used
in this Security Instrument, "RESPA" refers to all requirements and restrictions that are imposed in regard
to a "federally related mortgage loan" even if the Loan does not qualify as a "federally related mortgage
loan" under RESPA.
(P) "Successor In Interest of Borrower" means any party that has taken title to the Property, whether or
not that party has assumed Borrower's obligations under the Note and /or this Security Instrument,
TRANSFER OF RIGHTS IN THE PROPERTY
This Security Instrument secures to Lender: (I) the repayment of the Loan, and all renewals, extensions and
modifications of the Note, and (11) the performance of Borrower's covenants and agreements under this
Security Instrument and the Note. For this purpose, Borrower does hereby mortgage, grant and convey to
Lender. the following described property Iocated in the COUNTY [Type of P=rd1q Jwtedisdon]
Of MIAMI -DADE (Name of Recording Jurbdhdon]:
OT 5,13E K OF - MIAMI $kO - "ES ESTATES, ACCORDINQ TO THE PLAT THEREOF, A$
RECORDED IN PLAT SOOK.47, PAGE 50 OFTH E PU@k1ERECORDS - OFz - MIAMI-DAOE --3
BOUNTY, FLORIDA. -.
E
i
I I
I
Pamela- Number: '11. 2232 -00 0210 which currently has the address of
0659 NO 11TH ET
Amu [mil, Florida 33136- 2122IztpCode]
( "Property Address "): X 40 1 1! 9L NE 11TH = SHORES,Ft 31I'13i1W21 -
TOGETHER WITH all the improvements now or hereafter erected on the property, and all
easements, appurtenances, and fixtures now or hereafter a part of the property. All replacements and
additions shall also be covered by this Security Instrument. All of the foregoing is referred to In this
Security Instrument as the "Property."
PAGAN, FERNANDO .2550=102
wew.:
® -etRl nwosi Pop 3 of IS Form 3014 1101
Book26876/Page1271 CFN #20090375112 Page 3 of 21
tl .
;
.. .a I
I .
. r
Ir
: I .
1 S TTT••• ---
, } r
1.�......:........... _
•
-
t.
r
. •
11 Q
WN
TT
a *see
II f
,
-
_
,
:
A l
Ail
c T
I T
,
t .
2007 FLORIDA BUILDING CODE & ASCE 7 -05 WIND VELOCITY =146 MPH I MRH =O - 60'
DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'C' S E NOTES
INTERIOR ZONE 4 PRESSURES I EXTERIOR ZONE 5 PRESSURES FOR ALT Kd
INSTRUCTIONS FOR TABLE USE:
Mean DESIGN PRESSURES - Zone 4 Mean DESIGN PRESSURES (PSF) - Zone 5 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS
DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW.
Roof T Area Ft Roof TribufarV Area (Sg 5 USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES.
Height 10 15 20 25 30 35 40 45 50 HeIgM 10 15 20 25 30 35 40 45 50 2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A
50A -492 . 48.3 - 47.6 -47.1 46.6 -462 -45.9 - 45.5 -622 - 59.8 -58.0 -56.7 -55.6 -54.6 -53.8 -53.1 -52.5 FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE.
0 -16 ft +44.4 +43.7 +43,1 +42.7 +42 3 -+41.9 +41.8 0 -15 ft 5 +452 +44.4 +43.7 +43.1 +42.7 +42 3 +41.9 +41.6 3. USE OF TABLES VAUD ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT.
1611 51.1 319.8 . 49.0 -48.3 317.7 -47.3 -46.8 -46.5 -462 1611 -63.1 - 60.6 -58.8 - 57.5 - 56.3 -WA -54.6 -53.9 -532 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10°
SHALL BE PERFORMED BY AN ENGINEER AS A =SITE SPECIFIC CONDITION.
+47.1 +45.9 +45.0 +44.3 +43.7 +43,3 +42.8 +42.5 +422 +47.1 +45.9 +45.0 +44,3 +43.7 +43.3 +42.9 +42.5 +422 S. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT
-524 -51.1 -502 -49.5 -48.9 318A -48.0 -47.7 -47.3 54.6 52.1 -60.3 -58.9 -57.8 -56.8 -55.9 - 552 -54.5 CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT.
18 ft +48.3 +47.0 +46.1 +45.4 +44.8 +44,3 +43.9 +43.6 +432 18 ft +48.3 +47.0 +46.1 +45.4 +44.8 +44.3 +43.9 +43.6 +432 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE
ASSUMPTION.
It -53.5 522 51.3 - 50.6 -50.0 -49.5 -49.1 -48.7 -48.4 20ft : -66.1 -63.5 -61.6 -602 - 59.0 58.1 -572 -56.4 -55.8 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR
+49.4 +48.1 +47.1 +46.4 +45.8 +45.3 +44.9 +44,5 +442 +49.4 +48.1 +47.1 +46.4 +45.8 +45.3 +44,9 +44.5 +442 THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS
54.6 53.3 -52.4 -51.6 -51.0 50.5 50.1 -49.7 -49.4 57A 54.8 529 51A -602 -592 - 58.4 57.6 -56.9 THAN ONE -THIRD THE SPAN LENGTH (HEIGHT a / 3). USE THE AREA BETWEEN STRUCTURAL
22ft +50.4 +49.0 +48.1 +47.4 +46.8 +46.3 +45.8 +45.4 +45.1 2211 +50.4 +49.0 +48.1 +47.4 +46.8 +46.3 +45.8 +45.4 +45.1 OPENINGS ONLY -THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY
AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL
24 ft -55'6 54.3 -53.3 52.6 52.0 51.5 -51.0 - 50.6 50.3 24 ft -68.7 56.0 -64.1 52.6 - 61.4 50.3 -59.4 - 58.7 58.0 BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER
+51.3 +49.9 +49.0 +482 +47.6 +47.1 +46.7 +46.3 +45.9 +51.3 +49.9 +49.0 +482 +47.6 +47.1 +46,7 +46.3 +45.9 TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE.
-56.6 -552 -542 -53.5 52.9 -52.3 -51.9 -51.5 - 51.1 59.8 57.1 55.1 53.6 52A 51A -60A 59.6 -58.9 8 IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER
26 ft 26 ft THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE
+522 +50.8 +49.8 +49.1 +48A +47.9 +47.5 +47,1 +46,7 +522 +50.8 +49.8 +49.1 +48.4- +47.9 +47.5- +47.1 +46.7 CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE.
28 ft - 57.5 56.1 55.1 - 54.3 53.7 53.2 52.7 -52.3 51.9 28 ft -70.9 - 68.2 - 662 -64.6 -63.4 52.3 51.4'' 50.6 59.9 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL
+53.0 +51.6 +50.6 +49.8 +492 +48.7 +482 +47.8 +47.4 +53.0 +51.6 +50.6 +49.8 +492 +48.7 +482 +47.8 +47.4 MUNICIPALITY IN ACCORDANCE WITH CODE.
58.3 58.9 - 55.9 55.1 54.5 53.9 53.5 -53.1 -52.7 - 720 592 57.1 -65.6 54.3 532 -62.3 51.5 50.7
Soft Son GENERAL NOTES:
1 +53.8 +52.3 +51.3 +50.6 +49.9 +49.4 +48.9 +48.5 +48.1 +53.8 +52.3 +51.3 1 +50.6 +49.9 +49.4 +48.9 +48.5 +48.1 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY
3211 59.1 -67.7 - 56.7 55.9 552 54.7 - 642 53.8 53A 32ft -73.0 - 70.1 58.1 - 66.5 -65.2 54.1 53.1 52.3 51.6 VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E.
+54.5 +53.1 +52.0 +51.3 +50.6 +50.1 +49.6 +49.2 +48,8 +54.5 +53.1 +52.0 +51.3 +50.6 +50.1 +49.6 +492 +48.8 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED.
59.9 58.4 57.4 56.6 55.9 55.4 - 54.9 54.5 -54.1 -73.9 -71.0 -68.9 -67.3 56.0 54.9 54.0 53.1 52.4 USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER
34 ft 34 ft COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING
+552 +53.7 +52.7 +51.9 +51.3 +60.7 +502 +49.8 +49.4 +552 +53.7 +52.7 +51.9 +51.3 +50.7 +60.2 +49.8 +49.4 BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE
36 ft 50.6 59.1 58.1 57.3 56.6 56.1 55.6 55.1 -54.8 3611 -74.8 - 71.9 . 69.8 58.1 58.8 55.7 -64.7 53.9 53.1 VALUE USE IS OFFERED HEREIN.
+55.9 +54.4 +53.3 +52.5 +51.9 +51.3 +50.8 +50.4 +50.0 +55.9 +54.4 +53.3 +52.5 +51.9 +51.3 +50.8 +50.4 +50.0 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED
51.3 -59.8 -58.7 -57.9 - 57.3 56.7 - 582 -55.8 -55.4 -75.7 -727 - 70.6 58.9 57.6 56.5 55.5 64.8 53.8 CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER
38 ft +56.5 +G5.0 +54.0 +53.1 +52.5 +51.9 +51.4 +51.0 +50.6 38 ft +58.5 +55.0 +54.0 +53.1 +b2.5 +51.9 +b1.4 +51.0 +3p.8 APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE
VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES.
40 ft 52.0 50.5 -59A -58.6 57.9 -57.3 -56.8 56.4 58.0 40 It -76.5 -73.5 -71.3 59.7 58.3 572 56.2 55.3 -64.5 4. DESIGN IS BASED ON THE 3SECOND GUST (WIND VELOCITY) FOR A CATEGORY II
+57.1 +55.6 +54.5 +53.7 +53.0 +52.5 +52.0 1 +51.5 +51.1 +57.1 +65.6 +64.5 +63.7 +53.0 +52.5 +52.0 +51.5 +51.1 (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR
52 8 81.1 50.0 592 -58.5 5719 57.4 57.0 56:8 42 n -77.3 -742 -72.1 -70A 59.0 57.9 56.9 58.0 552 I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES.
TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR
42 ft +57.7 +562 +55.1 +54.3 +53.6 +53.0 +32.5 +52.1 +51:7 +51.7 +662 +55.1 +64.3 +53.6 +53.0 +52.5 1 +52.1 +51.7 HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpl =+/ -0.18) ENCLOSED BUILDING ONLY.
n 532 51.7 50.6 59.7 -59.1 -58.5 58.0 57.5 57.1 n -78.0 -75.0 -72.8 -71.1 - 69.7 58.5 -67.5 - 66.6 -65.8 VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WITH LOCAL @@Il����DDSSNG DEPARTMENT. HVHZ
+58.3 +56.7 +66.7 +54.8 +54.1 +53.5 +53.0 +52.8 +522 +58.3 +66.7 +65.7 +54.8 +54.1 +53.5 +53.0 +526 +522 °HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AptQVERTi SURFACES ONLY.
83.8 52.3 512 80.3 58.8 -59.0 58 5 68.1 -6717 78.8 -75.7 -73.5 -71.8 -70.4 692 68.2 57.3 66,5 5. ADHERE TO ALL LOCAL IMPACT PROTECTIQN SYS=EM ORDIN We • • • • • •
6. NO CERTIFICATION IS OFFERED FOR THE VgTEQRTW OF THE HOST STRUCTURE. •
ft +58.8 +57.3 + 562 +65.3 +54.6 +54.0 +53:5 +53.1: ; +52.7 ft +58.8 +57.3 +582 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITTIONAL C§W*IlCATIONS OR •
-64A 52.8 51.7 - 60.8 50.1 59.6 59.0 58.6 582 79.5 -76.3 -74.1 -724 - 71.0 - 69.8 58.8 57.9 57.1 AFFIRMATIONS ARE INTENDED. • • • •
000800 •• • •e•••
ft +59.4 +57.8 +56.7 +65.8 +55.1 +54.5 +54.0 +53.6 +53.1 ft +59.4 +57.8 +56.7 +55.8 +55.1 +54.5 +54.0 +53.6 +53.1 a= 10% OF LEAST HORIZONTAL-DIMENSION OR 4p°(op: �+IqH PEAK ROOF
50 ft 54.9 53.4 522 5.4 5
10.7 - 60.1 59.5 59.1 58.7 5011 -802 -77.0 -74.8 -73.0 -71.6 -70A 59.4 58.5 57.6 WHICHEVER IS SMALLER, BUT NOT LESS THAN 4 LEAS'Y HORIZONTAL IffVP.
+59.9 +58.3 +57.2 +56.3 +55.6 +55.0 +54.5 +64.0 +53.6 +59.9 +58.3 +572 +56.3 +55.6 +55.0 +54.5 +54.0 +53.6 DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN%QUMON. CONSULT • MERN
55.5 53.9 5 2 5
2.8 - 61.9 - 610.6 50.0 - 59.6 592 -80.8 -77.6 -75.4 -73.6 -722 - 71.0 59.9 _W.0 -682 AN ENGINEER FOR AMORE SPECIFIC INTERPRETATION IF UIRED 0 EAV
• • • SWOF
52ft +60.4 +58.8 +57.6 +56.8 +56.1 +55.4 +54.9 +54.5 +54.0 52 It +60.4 +58.8 +57.6 +56.8 +56.1 +55.4 +54.9 +54.5 +54.0 a a � HEIGHT
58.0 -64A 53.3 -624 -61.7 51.0 50.5 -60.1 -59.6 -81.5 -78.3 -76.0 -742 -728 -71.6 -70.5 59.8 58.7 I { {-r • • • • • • • • • • • EIGHT
• • H ROOD • •
•
ft +60.8 +592 +58.1 +572 +56.5 +55.9 +55.4 +54.9 +54.5 ft +60.8 + 592 +58.1 +572 +56.5 +55.9 +55.4 +54.9 +54.5 • • • • • • • • •
56 ft - 66.5 - 84.9 53.7 -829 52.1 51.5 51.0 - 80.5 -60.1 56 ft -82.1 -78.9 -76.6 -74.8 -73.3 -72.1 -71.0 -70.1 59.3 ® *so*** 0 0 •
+61.3 +59.7 +58.5 +57.7 +56.9 +56.3 +55.8 +55.3 +54.9 +61.3 +59.7 +58.5 +57.7 +56.9 +56.3 +55.8 +55.3 +54.9 5 5 • • • (A-) ® a•
57.5 55.8 54.7 - 63.8 -63.0 - 82.4 -61.9 51.4 -61.0 -83.3 50.0 -77.7 -75.9 -74.4 -732 -72.1 -71.1 -70.3 • • a • • • • • •
60 ft +622 +60.8 +59.4 +58.5 +57.8 +57.1 +56.6 +56.1 +55.7 Soft +622 +60.6 +59.4 1 +58.5 +57.8 +57.1 +56.6 +58.1 +55.7 ELEVATION • • • • O
WALL ZONE FIGURES • • • C
9 N 8 REMARKS DRWN CHKD DATE �
m u-n
cn INITISSUE CL FLB 04/19/06 2007 FLORIDA BUILDING CODE ENGINEERING �g m0
„ REVISE FOR 07 FBC TSB FLB 02/23/09 EXPRESS ® 9 z
_ _ ASCE 7 -05, MRH = 0 - 60 FT
FA C - DESIGN LOADS FOR O mi
- 160 SW 12th AVENUE, #106
�� Ul - - - COMPONENTS & CLADDING DE BEACH, FL 33442 z
to 0° THIS DOCUMENT IS THE PROPERTY OF FRANK L BEMVARDO,
Z "� RE AND SHALL NOT BE REPRODUCED IN WHOLE OR PART PH: (954) 354 -0660 FAX: (954) 354 -0443 w
07 WITHOUT WRITTEN CONSENT OF FRANK L BENNARW P.E. WWW.ENGEXP.COM
o
-ALTERATIONS, ADDITIONS, HIGHUDHTWG, OR OTHER O
d MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND CERT OF AUTH 89886 in
INVALIDATE OUR CERTIFICATION.
i, • • • • ma
A • •
BCIS Home I Log In User Registration Hot Topics I Submit Surcharge Stats & Fait I Pu� ications I i C Staff • I BCIS Sit Map I Links Search
••• •• • • •• • • • • •
Product Approval • • • • • • • • • •
USER: Public User • • • • • • • • •
Product Approval Menu > Product or Anpii ®tion Search > Application Ust > Application D%tojI • • .• • • • • • • •
• • • • • •• •
FL # oApproved •••
• • • • • • • • •
Application Type • • • • • • • see • •
Code Version
Application Status
Comments
Archived F
Product Manufacturer Custom Window Systems, Inc.
Address /Phone /Email 1900 SW 44th Avenue
Ocala, FL 34474
(352) 368 -6922 Ext207
mlafevre @cws.cc
Authorized Signature Michael LaFevre'
mlafevre @cws.cc
Technical Representative Michael LaFevre . ##
Address /Phone /Email 1900 SW 44th Avenue
Ocala, FL 34474
(352) 368 -6922. Ext 207
MLaFevre @cws.cc
Quality Assurance Representative Ralph Emminger ##
Address /Phone /Email 1900 SW 44th Avenue
Custom Window Systems, Inc.
Ocala, FL 34474
(352) 368 -6922 Ext.208
Ralph @cws.cc
Category Wind3Hung
Subcategory Singl
Compliance Method Evaluation Report.from a Florida Registered Architect or a Licensed
Florida Professional Engineer
14 Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who Roberto Lomas
developed the Evaluation Report
Florida License PE -62514
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 12/31/2010
Validated By Steven. M. Urlch, PE
L Validation Checklist - Hardcopy Received
Certificate of Independence FL 5823 R4 COI 510484A (Fval Rep 51 Impad) odf
Referenced Standard and Year (of Standard) Standard Year
AAMA/101 /I.S.2 -97 1997
AAMA /101/I.S.2/A440 -05 2005
ASTM E1886 -02 2002
http : / /www.floridabuilding.org,/pr /pr app_dti.aspx? param= wGEVXQwtDgvMdF6zR4iHL... 5/21/2009
ASTM E1996 -02 • • • • • • • • • • 2002
PA/TAS 201/202/213 • • • • • • • 1994
• ••• • • • • •••
Equivalence of Product Standards
Certified By ••• % •i % ••• •••
• • •• • • •• • • • • •
• • • • • • • • ••
• • • • • • • • • •
Sections from the Code • • so* • • • •
Product Approval Method Method 1 Option D• • ; •; i • • •
Date Submitted 12/19/2008 • • • • • • • • • • • •
Date Validated 01/05/2009
Date Pending FBC Approval 01/09/2009
Date Approved 02/03/2009
Summary of Products
FL # Model Number or Name Description
5823.1 118100 Vinyl Single Hung 8100 Vinyl Single Hun (I mpact
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL 5823 R4 1I CWS 155A (SH - 8100 Im ap ct) Ddb
Approved for use outside HVHZ: Yes FL5873 114 11 DuPont. PVB NOA 05-120!3 M,Adf
Impact Resistant: Yes . F15823 R4 II Mlkron NOA 06 -1220 01.pdf
Design Pressure: +75/ -75 Verified By: Roberto Lomas 62514
Other: Large Missile, 36x62 DP= +/- 75 psf. Created by 'Independent Third Party: Yes
Evaluation Reports
ELS6 R4 AE 510484A (.val Rep SH -8
Impact) .
Created by independent Third Party: Yes
5823.2 SH-8100 Vinyl Single Hun SH -8100 Vinyl Single Hung Im act
Limits f Use instaltution Instructions
pp r ad for use In HVHZ: Yes FLS it4 II CWS 155A (Sri 8100 Imp) pdf
oved for use outside HVHZ: Yes EL5823 pA.Ii DuPont PVB NOA 05-120B odP
Impact Resistant: Yes F L5823 R4 II Mlkron NOA Q6-1220 01 pdf
Design Pressure: +67.5/ -67.5 Verified By: Roberto Lomas 62514
Other: Large Missile, 53x76, DP +/- 67.5 psf. Created by Independent Third Party: Yes
Evaluation Reports
F1 5873 - aq' AE 510484A (Fuel Rep H 8100
c
Created by Independent Third Party: Yes
5823.3 SH -8100 Vinyl Single Hung Heavy SH -8100 Vinyl Impact Single Hung w/ Heavy Duty FMR
Du
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL 5823 R4 II CWS 369 (Sri 81 no Impact 52x72
Approved for use outside HVHZ: Yes DP
Impact Resistant: Yes FI.5823 R4 11 DuPont SGP NOA 07- 1116 -Q4.p�
w eei�. NOA 06 -17'20 0 ,nrlf
Design Pressure: +100 / -100 FL5823 R-r •' 11 �'� -
Other Large Missile, 52" x 72 ", +/- 100 psf. Verified By: Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL5823 R4 AE 510965 (Eval Rep sH- 8100Impact 100
Created
a ed by Independent Third Party: Yes
5823.4 SH -8100 Vinyl Single Hung Oriel SH -8100 Vinyl Single Hung Oriel Window w. HD FMR, 5
HI sash.
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL 587 R4 II CWS 295 (Sri 8100 IM fi 52x96) pdP
Approved for use outside HVHZ: Yes E(,5823 R4 II DuPont PV8_NOA 05 -1208 02.pdf
Impact Resistant: Yes FL5823 nw tT n o -D
r SGE NQA 07- 11164 pdf
Design Pressure: +67.5/ -67.5 w Mlkr NOA 06 -1770 01,12
AA 1
Other: Large Missile, 52" x 96" w/ 5 HI sash, +/- 67.5 F I 70LJ RT ** Verified By: Roberto Lomas 62514
psf. Created by Independent Third Party: Yes
Evaluation Reports
FL5823 R4 AE 510868 (Evai Rep SH -8100 Impact
52x96) pdf
Created by Independent Third Party: Yes
littp: / /www.floridabuilding.org/pr /pr_ app_ dtl. aspx` ?param= wGEVXQwtDgvMdF6zR4iHL... 5/21/2009
. Back ••• • . . •••
Next • • • • • • • • • •
• • • • • • • • • •
• • ••• • • • • •••
DCA Adminlstration
Department of Community Affairs
Florida Building Code OrMile • • • • • • • • • • • •
Codes and 51anda s • • •. • • • • • • • •
2555 Shumard Oak Bou va
Tallahassee, Florida 3239 -20 a 0 • •:
(850) 487 -1824, Fax (850) 4114 -8436• • ;, C . ,., • • • •
® 2000 -2005 The State of Florida. All rights reserved. Cg�aht and D
Product Approval Accepts:
•• • • •. •• ••• ••
• •1• • • • • •• •
• • • • • • • •
VetlSlpn 1 L • • • • • • • •
Bssut�e � fr� .
ae ntrr �
littp : / /www.floridabuilding.org /pr /pr app_dtl.aspx? param= wGEVXQwtl)gvMdF6zR4iHL... 5/21/2009
L. Roberto Lomas P.E. Eng1n�44 F-v4I*'aabgn,ReFort
1432 Woodford Rd . • • • • • • • • •
Clemmons, NC 27012 •Rsperko 611492A
336 -945 -9695
Manufacturer: Custom Window Systems • • • •• • • • • •
1900 S.W. 40 Avenue • • • • • • • • • •
Ocala, FL 34474 • • • • • • • • •
Product Line: 8100 PVC Single Hung — Impact resistant
•• • • • •• ••• ••
Compliance: • i• e i i i i i• ••
The above mentioned product has been evaluated for compliance with the requirerr6n1,$ is t* eloCt%D §partmerl of
Community Affairs for Statewide Acceptance per Rule 98- 72.070 method 1(d). Tfle prdtluet listed ttsrelnCernpiies with
the 2007 Florida Building Code.
Product description: Single Hung window, impact resistant made bf white rigid PVC. Frame and active sash were of
welded mitered comer construction.
Supporting Technical Documentation:
1. Approval document: drawing number CWS -155 Revision A, sheet 1 of 8, titled PVC Single Hung, prepared,
signed and sealed by L. Roberto Lomas P.E.
2. Test reports:
a) Report No.: NCTL 210- 3168-2, signed by Gerard J. Ferrara P.E.
National Certified Testing Laboratories, Orlando, FL.
8100 PVC SH Frame Installation.
TAS 201 -94 Large Missile Impact Test
TAS 202 -94 Uniform Static Air Pressure, tmopsf design pressure, 10.13 psf water infiltration
TAS 203-94 Cyclic Pressure Loading 65.0psf pressure
b) Report No.: NCTL 210 - 3188 -2A signed by Gerard J. Ferrara P.E.
National Certified Testing Laboratories, Orlando, FL.
8100 PVC SH, Fromalristalletion
ASTM E 1886 -02 and ASTM E199"2
ASTM E 18861E 1996 Large Missile Impact Test, Level D Wind Zone 4
ASTM E 18861E 1996 Cyclic Load Test, *75.0 pst design pressure
c) Report No.: NCTL 210- 3168 =3,, signed by Gerard J. Ferrara P.E.
National Certified Testing Laboratories Orlando, FL.
8100 PVC SH, Fin Installation
TAS 201 -94 Large.Missile Impact Test
TAS 202 -94 Uniform Static Air Pressure, t67.5psf design pressure, 10,13psf water infiltration
TAS 203 -94 Cyclic Pressure Loading *67.5 psf design pressure
d) Report No.: NCTL 210 - 3168 -36, signed by Gerard J. Ferrara P.E.
National Certified Testing Laboratories, Orlando, FL.
8100 PVC SH, Fin Installation
ANSItAAMA/NWVIIDA 10111.S.2 -97
Design pressure: t67.5psf
Water penetration resistance 10.13psf
ASTM E 1886 -02 and ASTM El 99"2
ASTM E 18881E 1996 Large Missile ImpactTest, Level D, Wind Zone 4
ASTM E 18881E 1996 Cyclic LoadrTest,167.5 psf design pressure
3. Anchor calculations, report number 510151A, prepared, signed and sealed by L. Roberto Lomas P.E.
sg.r+fss off ,. r
_.. rt .. a. --o TAT O F • tv `'
e"': " . . • : �� � .
0 . �.
1 Of 2 • w • V LUIS R. Lomas, P.E.
�QNAt ti����� FLNo..62514
"':'' a , 1 •� ^ "";r °,�,> ���� 07118!2008
L. Roberto Lomas F.E. EnginGWOg liv�lt�atiorr eport
1432 Woodford Rd. : i : : � 9 0
Clemmons, NC 27012 • • R017Ott Not: 618413 !
336 -945 -9695
0 00 00 Limitations and Conditions of use: ' ' ' " ' ' • • •
nit size ax. D. .O. I Design Pressure Ratifis . • VapAgMatiflil ..
up to 37" x 63" 319/16" x 27" 1 t 75.0 psf Large and Small Missile Impact
Up to 53118" x 76" 4711116" x 3311!16" 1 t 67.5 pef La a and Small Missile Im act
• Units must be glazed with %" IGU consisting of. outboard lite 1/8" Ann — A1r• 4V lln*aWlnodard lifb.
consisting of 1/8" Ann — .090" Dupont Butacite PVB Intedayer — 1/8" Ann A& A:31 Vl E,150j. ; ; 00
• Dupont Butecite PVB inteiayer per N.O.A. 05- 1208.02
• This product is rated to be used In the HVHZ.
• This product Is impact resistant and does not require impact protection In wind bome debris regions.
• Frame material to be white rigid PVC per N.O.A. 06- 1220.01.
Installation:
• Units must be installed in accordance with approval document, CWS -155 Revision A.
Certification of independence.
Please note that I don't have nor will acquire a financial Interest In any company manufacturing or distributing the
product(s) for which this report is being issued. Also, l don't have nor will acquire a financial Interest in any other entity
Involved in the approval process of the listed product(s).
• I.' Aj
r,YJ Yew .S ° A 1 • \' \4 �+r � •• �7 �
AT OF
:T ,. +tip
- "' S ekx . Luis R. Lomas. P.E.
2 of 2 �
W.. 'o ff NA \\ FL No.: 62514
^, : • ' �t� l / I l l l l`�� 07/16/2008
.
,
SINGLE HUNG ELEVATION (IMPACT) PVC IMPACT REQUIREME RT :
(SHOWN W! DIFFERENT OPTIONS) 1. THE`PRODUCT SHOWN HEREN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING
CODE, CURRENT EDITION
D MAX VVERAI J 53 U8 2 GLA2I NG OPTK IS (SEE SHEET 3)
MAX OVERALL
FLANGE VWDTF1 FLANGFIAnDTH
51 7/8' MAX UNIT WIDTH 917 MAX, UNIT WIDTH 3. CONFIGURATIONS:'aW.
47 1U18" Doss tu0 47 ttns• Gulag 01.0 4 . DESIGN PRESSURE RATNG: (SEE TABUS-SHEET 3)
- NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 130D_
POSITIVE DESIGN LOADS BASED ON. TESTED PRESSURE. WATER ION mmTR4T TEST PRESSURE AND
Be 12'
78' MAX
GLASS TABLES ASTM E 1300.
e e
OV ERALL O 33 trz' & ANCHORAGE: THE 331E3% STRESS INCREASE HAS NOT BEEN USED N THE DESIGN OF THIS PRODUCT. SEE
OVERALL GLASS
FLANGE DLO HEIGHT �� SHEETS 6 FOR ANCHOR DETAIL.
HEKiHT for
74 3r.E MAX 8. SHUTTERS ARE NOT REQUIRED.
L"T
UNIT HEIGHT 7. ALL FRAMES AND.VENTS FILLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED Iu�E TING RAIL AND 30 Ur HEIGHT 3311H8' MAX 27'3116' JAMB.
DL A&4
s SH A G mo �G � O 8 REFERENCE TEST REPORTS: NCTL2103168 -2 . NCTL 210316&2A , NCTL 210.91863 , NCTL- 21031mm
HEGHT
I L-1 45 111WW
Q 8. SERIES I MODEL_ DESIGNATION SH0100.
45 IM GLASS VLO 10. WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO
GLASS DLO STRUCTURE. BUCK AND FRAMING IS RESPONSIBILITY OF ARCHrrECT OR ENGINEER OF RECORD.
5 HI SASH ORIEL 1 L THE DESIGNATION XAND 0 STAND FOR THE FOLLOWNG: X = OPERABLE SASH. 0 = FIXED SASH
EQUAL SPLIT 12.. SECTION CALLOUTS FROM EQUAL SPLIT ELEVATION APPLY TO ALL ELEVATIONS N A SIMILAR LOCATION.
37' MAX OVERALL
83118' 53 18' FLANGE WIDTH
MM OVERALL MAX OVERALL
FLANM WIDTWM1BDTH FLANGE Vann 31 ORS' GLASS Dto a2r 3r4' tdAtuJMT W�7H
917!9' MAX LW T WIDTH 51 7B' MAX LNIr wtm
471 1na' GLASS 0LO - 471U18` GLASS DLO Fri•
OVE
e t 5 8 83 6n8 anIeRAL>
_ FLANGE
MAX 0000
O S OVERALL
I II 331W HEIGHT Bt D • • 000000
GLASS FLANGE F 0 HEIGHT y8. O DLO HHGHT 621118' DLO UMr • • • • • • • •: •
52 UNIT 7pyMMAXjr HEGHrMAK� W • • • • • • • HEIGHT SASH S • HEIGHT 24 58' 213' 24 SH6' �• . HSaff • • • • • • MAX• X CLAaS �' .. X GLASS • • • • WH HEIGHT 4 ' DL4 HEIGHT OLO • • • • • • � • • • • • • •
GLASS DLO • • • • •
GLASS 0L0 GLASS D _ UAL SPLIT A UPDA D4�ER NEW RQWMENTS • • WAD71M
60140 SPLIT ORIEL 4 H SASH ORIEL +.:�� +` a • • • • •� •
TABLE OF CONTENTS • ... • •
SW44Tt1A1fF� •••••• ••••••
GENERAL NOTES S, ELEVATICNS...,.1 FLSRLDA 3`474 goo*
•
ANCHOR SCHEDULE & NOTES.---I ��� 9�� •
DP CHARTS & GLAZING DETAIL .... 3 ° `'
SECTION .. NOTES 3 ELEVATIONS •IuIPACT� •
EXTRUSIONS & B.O M . _ ___ _.�5 ~�
INSTALLATION DETAL .__...._.._.6.8 t TARYA=CWffeR1nL � : ,b$ 6 a_•' ° r ice: ADE NKL.NO_RJ2QOB
�fCSINCLEHUNG
THE tr0b"mnONmNrnwMINTMnRA nn 13T119 SOLE PRO ° l RQAEAia 6S' ^Q 8 0 MTS C1Wsj ss
WUMSYJT818. MANY R pNNPARrIXi ASA � FLP '�1D 825fd' _
wlsrTENVFneassanlaFClasrww >NmaMrsrsmAS,aets •' A •10fe
tS
v
a e° � i S AQ�C y Y �y'Y� M J �� c
SEE NOTE 2 SEE NOTE 2
e •
4' MA& O.C. _ tom-- _ M - 8'
MAX (TYPa M k x am
(iYPI ... Max O.C. SEE NOTE 6
M M AX x o.c.
(TYP•) SEE NOTES
M A X MAX �— MAX (TTPI�
a I.
(T CnP) {TYP}
MAX O.C.
° o �D� °
trYPN " _. .
MAX O.G MAX O.
(Typ)
INSTALLATION X X }( X.
ANC1pRS TYP. 4 /�
' S43TALLATION
I NSTALLATION ANCHORS rm.
ANCHORS TV.
INSTALLATION
ANCHORS TYP.
�WGHOR LAYOUT - (FLANGE) ANCHOR_LAY01,1T -lFIN1
iNAtfFRANE \ct>P <wscMer oetam�ol . •Tm NAamFm MO. cruw4% ,
(SPE 7C fDR741P.) IBPECMFOR 75MR)
ANCHOR LAYOUT - (FLANGE) ANCHOR LAYOUT - fFINI
F"RANEa TNNAt (OPEtaNDI TIWUWMUNORNIIN=CKMNM
TBP900MR6750PJ . (SFEC[rfCFOR 6I3OPJ
NOTES:
1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.
7_ SHIM AS REO'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS MAX ALLOWABLE SHIM STACK TO BE 1w. USE
SHIMS INHERE SPACE GREATER THAN 11167 PRESENT. 0 0000 0
3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER WOOD SHIMS ARE NOT'ALLOWED • • • • • • • • • • • • •
• •
4. 3H6" 044. ELCO TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF .1 IX INTO MASONRY • • • • • • •
THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF'Z ilY SHALL BE ACHIEVED. 000000 • • • • i 00000
0060••
S. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENfOF 1 3 INTO 2 BY WOOD BUCK •
• •
66•• : 000 : 1 6.66• •
6. 1113 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1A2' INTO 2 BY WOOD BUCK FOR FN • 6 6 . 6 • : • •
INSTALLATION • • • • 6
•0 0• • •
7. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. A UPDA 11EW FBC itEO /W106
S. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING L j goo
• • • • • • 6. •
• • • •
M INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S "NSTALLATM INSTRUCTIONS, AND ANCHORS SHALL ,� '�4 7 Ja • f •. •
NOT BE USED IN SUBSTRATES WITH,STRENGTHS LESS THAN THE MIJIMUM STRENGTH SPECIFIED BELOW. _ t • • • • • • • 6 • •
w•c_ «'= -'rte _ 44 AVE*
•
�' 4' " • • t 1 c FLdRlDA• 34474 0000
• •
10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATi77Wi WITH THE FOLLOWING PROPERTI s , i• . _ • • • • •
A. WOOD - MINNMLIM SPECIFIC GRAVITY OF G=0.42
v. R
B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSL d a ANCHOR SCHEDULE & N� ACT •
C_ MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER} a g r , C-115514 -..
7 PVC SINGLE HUN ADE NU20M
PRONTK5tP f ° - vc LROAt3NTOLOMAB a — '8100 NTS - CWS1
fE1NFOAN0.7LON CONTADrED M1Me ANRAKi R THEME PROPPAYY. a e .
µMpay warE MS. DJG AW rd3W�CROIN IRPMR OR AS ANMME W� FL Ig.E N0.82514'
MtRrtTETN PFAtASStD:V OFC31STOS�\t�a.00N SPSIEts, •IC IS PROF >. • .. A '2OFB
t
. ' /ref t.•- ��'t�C�•��. t4�
Y .
MODULARlSMM ItUT - WWOOIN
HONKY("
WIDTH GLASS
IN TYPE 79112 31 in 36 in .32112 41 in U In 47 U2 1 511n 5312 W 12 5812 0 92 681n 6T 12 7112 74314
23112 A.B +751 - 75 +751 - 15 +751 - 75 +7$1 - 75 +751 - 75 +751 - 75 +751 - 75 +751 - 75 +751 - 75 +751 - 76 +751 - 75 ►751 - 75 +6751 67.5 +67.51 678 +67,51 - 678 +67.51 - 67.5+ - 676
Z7 92 A,B +751 -75 +751 -75 +751 -75 +751 -75 +751 -75 +751 -75 +751 -75 +751 -75 +751 -75 +751 -75 +751.75 +751 -75 +6781 -675+ 6751- 678+6751 -67.5 +57.51- 67.5 +67.51 -675
2812 A,8 +
+751 -75 +751 -75 +751 -76 +751'' -75 +761 -76 +751 -75 +761 -75 +751 -75 751 -75 +751 -75 +751 -75 +761.75 +67.51 - 675 +6751- 57.6 +6751. 67.5 +67.51 -87.5 +6751 -67.5
31112 A,B +751 -75 +751 -75 +751 -75 +751 -75 +751 -75 +751 -75 +751 -75 +751 +75 +751.75 +751 -75 +751 -75 + 8 751 -75 +6781- 67+67.51- 678+678 5
1 - 67.5 +67.51- 67.5 +67.81 -67
35JMM9 A. +7 +751 -75 +751 -75 +751 -75 +751 -75 +751 =75 +751 -75 - +751 -75 +751 -75 +751 -75 +751 -75 +751 -75 +6751- 675 +8751 - 675 +8151 -87.5 +67-51- 67.5 +87 .5 /-
38111 A. B +6751 -67.fi 6751 -675 +6751 -87.5 +8781 -675 +6751 -67.5 +8751 -67.5 +67.51 -87.5 +8751- 878 +8751 -675 +67S! 873 +87.5/ -67.5 +67.61 -67 +87.51 -873 +675/ -67.5 +675/ -675 +6751- +675/ -875
4
A. B +67.51 -8T.5 +8781 -678 +67.51 -67.5 +67.51.67 +67.51 -67.5 +67.81 -675 +6781.81.5 +8781 -87 +6T.51 -675 +675I -678 +6751 -878 +07-51-97-5 +67.51 -675 +6751 -87.5 +6751 -67.5 +6751 -87.5 + - 5
43 A.8 +67.51 -67-5 +6751.67. +6751 -675 +57 .5/ -67 +6
1n 7.51 -67.5 +6781 -61.5 +67.+51 -675 +6751 -675 +6751 -673 +6751 -675 +67.51.675 +5751 -67 +67.51 -675 +67.51 -675 +6751 -57.5 +67,51 -67.5 +87.51 -67.5
471n A,6 +67.61-67.M +675J- 673 +67.51- 675 +67 .51-675 +87.51 -67.5 +67-51- 675 +6751- 875 +6751- 67.5 +8751- 875 +67.51 -67.5 +87.61 -67 +5751- 675 +6751 -67.5 +6751 -67.5 +67 .51-67.5 +67.51 -67
51112 A, B +67.5/ +6751 - 675 • E7.5/•875 +6751.675 +6751 - 675 +67.51.67.5 +6751 - 57.5 +BT .5/ - 875 +6751.67 +875/.875 +8751 - 67. +67.51 - 67.5 +67.51-67.51 / +6751 - 67.5 +67.51 - 675
COMMODITY SOS3 urtaTm
HEMM IN9
VWM GLASS
M4 TYPE 28 383@ 60 816 66 83 72 78
18115 A.8 +751 -75 +751 -75 +751 -75 +751 -75 +751 -75 +8751 -675 +6751 -675
2812 A. B +751.75 +751 -75 +751 -75 +751 -75 +761 -75 +6781 -87.5 +67 .51 -67.5
37 A,8 +751 -75 +751 -75 +751 -75 +751 -76 +751 -76 +67.51 -67.5 +67.51 -875
63116 A 8 +8751 -878 +6751 -678 +67.51 -67.5 +67.51 -67.5 +6751- 678 +6751 -67.5 +6181 -678
3!4. OVERALL 314 OVERALL
tAT ANNEALED GLASS 112" TEMPERED G ASS • • • •
• •
6N6' AIR SPACE SttB° AIR SPACE � • • • • • • • • • • • • •
6116• LAIANATI33 `hS LAMINATED • • • •
118' ANNEALED GLASS IW AHNEILLEOGLAW • • • • • • • • • • •
3r3r DUPONTPVB INTERLAYER &W DUPONT PVBINTERLAYER • • • • • • • •
1W ANNEALED GLASS 118' ANNEALEb GLASS • • • • • •
mom
1.IF SIZ�F- INTENDED IS NOT Sri- W"USE NE.M.0 • • • • • • •
LARGER • • • • •
A UPDA Q3nf FBC RMUMMENTS • /
GLASS TYPE A G1RSS TYPE 8 44TH AVE. • • • • • • • • • • • •
• ° „: .. • . ,�,;r=;• ` has=" �y : • :._ • • • •
ft�''• ; r•: ;; �+ .; OP
CHART 1i CdAZMG D W 1141 ACT •
r' ' Naa r `' 1 "' ° ° PVCS1N+t6LHHU '9LbE A 7111208
'r ,- +...•;im�a t' �` a - . •_
PAOPMETANTAND COM"EM1RF- ...,.: �•'°' • �.' '- ° +.� _ '• • 81rin r NTS NQ ' CWS455
THE ROORMATLONCONrA"MI1TM3 DRMI YM4IMI M SOLE
14
VU,WMSI'S 1305. MC ANf F�ROOMUONMPART GRAS A F7.. P:L
VAUrrENPERI MSMOFCLWONN> WW SYSnu%GC.IS 'O .Y (a 4 �, P • a � r _ ::-+ A •3 OF 8
' -� Y� • �. - S � ••tl+!!Y: ->C to •i J jM� •.
tlNrrwrmTH ---�
13
�r
3 4
EKTOOOR
t 19
r . Lit/ERAU.FIAI(GEWNDTH
14 TYPICaI HORIZONTAUECTION
NOTE:lff i �: SHOYYS f 0�1 CtJf AWAY.
W6t1TSS1fi StbWa 9A9H CUT ASYAY WACTHOOK SPACING:
1) SILL HOOKS:
A it FROM UNIT EDGE TO EDGE OF HOOK
A THM HOOK IS CENTERED IF L WTT VAO TH IS GREATER THAN 3r.
EXTERIOR NTERIOR 2) SASH �
A) 2 -tR" FROM SASH CORNER TO EDGE OFCA.TCH.
81 A THIRD CATCH IS CENTERED IN SASH IF UNIT WIDTH 18 GREATER
THAN 37`. SASFIAND FRAME F OKS ARETO ALIGUYATMN 1/4'.
aNPACT HOOKS APPLIES
WHENUNITWWDOW
1 SIZE EXCEEDS 3r VWM
MAYOR Or HKIH.
a
3 g ! 1
OVERALL S Lmr
FLANGE "EIGn
HEIGHT
1 } J ••••
GLASS TYPE I • • • •
1 1 DETAIL ••••••
......
11 s••• •
to PA
ATE FBC REOdIRliITS � t FEN FRAME t 44TH AVE e aFLO A S W4 OWN FOR GTE: ITEMS USED BUT NOT SH . � 23,25,28,31,37.44.46.47.49 i2.55.83,84.87.CLAR TYPICAL VERTICAL SECTION i:1 VC SINGLE HUN 7171M ETWANO CONRDEMM 'Z� NTS CW5 PROPMN FL•P :� A '46PS
WAIL WRTI7ENP19NOFA�TOYVAKfGW SYS:iE�^. HJGIS ': c
tram s tae p..4fta Z16D FRAME CORNER
f 1460.71 Lbim SK wiF M Hood 1.9- CONSTRUCTION
3 H6031 whi R., S w w/Rg.. M rill
F}6o31 11iYn R., S IRQ., PVG,t -.a6. 8 ♦
4 Kml M* Fr.. SK wff+0., Wc, R 3e.
S 1+6001 Meal FEE Fxd. 1.847 1 1.547 1
IS S•1499 PAW. Fxd. MR. 1.847
a f44m 7 Sash Meet. W WC 3 SE8
9 K1497 Sell. Sash WbaL W to M4071 Sash SaBaa Rot PVC I CORNER WELD (ALL MOM
If 51498 fteid.S.S.RM" 0 1
12 Kew sash siiwTowsa Ito � t �00 PVC SASH BTM. RAIL -6028 PVC SASH MTG. RAIL -6027 PVC SASH SIDE RAIL -6004
13 5-1498 Raid. S13. UL"
14 6.6018 Gtr- M, 3t4•,Fxd, FWW-
Is s4;o16 Gtr- SL3WFxd., Vet PVC FRAME FIN -6026
16 540 Gtr ad- aw.Sax4 Hwir 125D
17 5.016 Gtr. 11d., WW.Sask VwL 3.125 1.331 Ea
t8 5.8013 9Cra. AdapL.wMlb. plfC.liaJlr. LD30 I g 5 1.M
19 S•8014 SOM Adapt., PVG Vert .i
20 5.602@ sash l;topl Fir. Vat 1 _
11 sure Fr. retch wC up, SHIaq HS(4 2 REINF. FDCED MTG. RAIL -1499
33 5-1558 sane Caen. pvC. Ltpact 2709 4 ALUM 6063 T-6 PVC FIXED MTG. RAIL -6001 PVC SASH STOP -6029 t M�NG RAn.
u 81504 I tip _
zs l ftwww SC REWE0 TOGETHER AM
3S . 83059 Saxtl cam PVC OUTERFRAAdE
26 83049 Tate Oat 00
37 Ram tack tlpaet PVC
Is FLN" >eew • kw4L PVC PVC FRAME FLANGE -6031
30 83215 VVWPC aarwll'4ap
31 R319a Paid. pine. FmR S 298
33 R3 C29 VV4, 0270 x.187 boa FtAeaL CM 1511
37 PTW #6x2=fh FH1t66
38 83785 08 x 0.88 Fh FHSNS 217
E46 47 P•4051W 08 x 1250 Fh FH UK VOL u16' REINF. SASH MTG. RAIL -1+497 1
"7411W 06 x M US Otmd FHlK VAt REINF. S.B.RIS.S.R. -1498 ALUM GLAZING 6063 T PVC GLA BEAD - 6016
x3559 sex3r8'F41FHTatz FR. HOOK IMPACT (SHZILL) ALUM 6063 T-6
83559 oex3m'PhFHTEK2 ALUMINUM 6063 -T6* •••.•
p-im seamseaw GMI%m • • • •
8 3752 cp f4aq, fir HAS • • P hint Mal, TruSeaL '� -1 P:N39 11ct Net, iruSeal, 9f' � � • -1 J -• -',� ;. • 83352 SaLW85Dr Wx&Wxrlg 11A1' i •• • • tom ••••
w713 SIi4i100 t3ala calf Label NaZCT�.1tDaet z trr L-- Mir 5r s� • SH TCH I�+IPACI�
st R P, 3s1 Tmrpmw La imilu ANCHOR CLJP, `1504
63 83913 CAM Lb& fto PVC SCREEN CAA' N - 6013 •44L NUM 656 • .
S3 Gbs6, Farad ALUMINUM 606346 PVC SCREEN SUPPORT - 6014 0060 •
2 Stlir A LIPDA FBC ft dkJI119NBNTS •
55 83281 Spier pee 91a 31 3[W
63 PMa Screw Frame Vert. 1 S 3146 4 t 411' + f r • •• •
st P63=1 ON PROD Senm Fr&=Coma wY 50.56.81 ARE NOT USED 1 t ��� r • • • • •
T. Wr
6.i p359t SCtCOa L10a1 tS x 18 'I SIA144TH AVE. • • • • •
ba P•3229 sareeo 6pfiv..155 Dkl. B e f _ 0 fir �♦: �,+ „a.•• • �� • • • • • • •
67 p4]029 Sen" Pal Tae " •' -` a A a FLDI�DA Ij • • • • • •
6a wail s— Sprig. SS PLAN VIEW OF _ ... , y , t , i s e • • •
69 H602fi sea:, Fi,1a{ w/Ftti wc,. ANCHOR CUP ... :� IONS t B .O. V W T •
.',.C_° a
in 61112 Glaulg Seed .= s; € gq y� 6 •- . .. ;,.�. PVC SINGLE A 7 ?2008
71 Ff8028 &JI/ Vilfl w/ ISgid t)aae..35a Hlh - - PRaM1ETAWAM CO FIDENTAL � � '•c. �: iti r� -
7x 83113 Smn+rSuppmtl «FWC TWE DWOW'T+�AMMINI BPANIMISnGSOLSw atn'aE�+elafl NTS NO CWS_155
9eNQm SY67013. Ra AN'rR�Rt iWaI IN FMTIN1ASANMOtEtyli FL PFtN0.02$14
VAUTrMP6R1a:lS=0FC11STaMVWQ N $Y87EJ48. W- ISpROWIT . -- - A '50F8
•
• r
e �'� iw s• ate• �, \ter ..
.fir ♦' t�+A� C►'��� *:•.:.
114 Max. SHIM
E
OAK EMSEDMFJVT) (SEE NOTE 2 A 3 ON SET. 21
AM O BETWEEN OTHERS (&4K EDGE ,14 NOTE 2 3 • L
AM OPENING BY OTIiERB (WN. DIST.} p • b •
C NCNiOR (SEE NOE 2 a (NUN. ►.TBEDa[KJJTj
p ON BHT. 2)
z trr �p _ _ • , °' INSTALLATION ANCHOR,
CONCRETEIMASONRY (AON. EDGE IAST) o. • p • 31,8• DNA, MASONRY ANCHOR. CUP
p t10 WOOD SCREW
BY OTHERS I • ► a + °
o • � ' . ►p` ► �►P ! �► p p p.4p ,► • • . °' CAULK BETWEEN BUCK
18YWOODBUCK
tt • ° • AND OPENING BY OTHERS
• D p 0 p D p •p • (YINEAABEDMPNT) •• ° •4 BY OTH8R3
• •°
$•. 6 : 0• O e ,p 28Y SUCK
• BY OTHERS
�°•� 4
EXTERIOR FINISH
BY OTHERS 114. MAX OHM + • • : e ' : p
(SEENOTE233 A, d
ON BHT. 2) a p . By TH NR!
PERIMETER CAULK 1 SY WOOD SUCK p •� ►�
BY PNSTAL ER - a a • • p• ! 4
BY OTHQffi s p • YIINOOW F'RAI11E ► • a
•KhIB PERIMETER CAULK
ANCHDR • �op BY INSTALLER
WINDOW FRAME CLIP . OD PERIMETERCAULK A.
HEAD BY INSTA
q�'fALRATIONANC2DOR, F�Di1ZONCALSEGi/ODt IX p SOH HORIZON7ALSECTION
3118' ]NIA. RDR'Y ANCHOR. CUP WOOD)
CLDP MASON"
ANCHOR
CAULK BETWEEN BUCK CLIP.
AND OPENING BY OTHERS VWaXM FRAME _
SIUL WTALIA71ONANMMK
31IS•DBA.MASONRY ANCHOR
PEWMETERCAULK
BY INSTALLER - 114 MAX SHIM
� (SEE NOTE2 8 3 0000
EXTERIOR FLASH ON SHT. 21 • •
lUY OTHERS D .. + +. • • D , . ► • •
0000 0000•
vwlNDOw FRAME • ,
SILL - ►0 «� O.r i p,'� + DD •..• : •
+ •... •
�TALLATIONANCHOR, +.
A + 0 01!0 0 + - +0 +A �. • • • •
D -s b s 0 r 0000•• •• • 0000••
3118' MASONRY ARNd•IOA WIN. omEm m
•
D ► • ► 0000•• •
BY INSTALL CAULK ' + + p . • P • • 0 y • + • • t • • • • t
BY INSTALLER p 0 , • D p '' P . �. D• • : • + p. • ►D • • • • • •
114 MAX S HIM - Si + 0 :►0 0•� • • i•••i•
EXTERIOR FINISH �— S ON NO NOTE 2 6.3 �NCRETEfMASONRY MT.) sees 0000• •
2112:
BY OTHERS (&*L EDGE • •
`M : T BY OTHERS - ALTERNATE PRECAST ELI. DETAIL UPDATED PGR EbN FBC I
... . i ,BY VYOOO SUdG q ......
BY OTHERS
• ,..� • a- b - , gib. ►. .►,► p• .•b- i 11 • •• 0 •
O
, : b. s. eb o• • b► h t b • •eA 1114' .. 0. '' • 0000 ••0.0•
•, b ,.. p •••, • b • i • !' ' ► ; • a A b OWL EbIDEDMEINT) ti, a • ; • • r SW 44 AVE, 0 •
000,0 b• �p'• •�, •�: •p' • �b..p • •�.•�OP'n .\~ 4 i. • c • FLORA O7� 0000 EDGE •• • •
• • • �� ,... C�,. t.
` CONCRETERdASONRY WS CATION DETAIL W1ClIP�- IMAACT • •
BY OTHERS (MIN. D IST) .
i ' a PVC MmeLE ADE 7 nnans
VERTICAL SECTION PROPAMTARYAND GONFMO7Nt. :'8*t �RC]E3etci 3 O'f.OMRS v. + . ..:8100 MI5 NO �CWS -155
TM RJFORMAMONCOWPOM•ITHS OP W OKI S THESOIS PROPSM OF4fBSB•
CUP MASONRY) VIAMOW SyMEM Iw- Aw REFAMICTM IN PARTORASA04XRN1�Wh7NH FLP.$�iO.fiZS14 : A 'SOFS
U4tl7'['Eb1 PFRIdfSSmNDFCU974a11M4NDOW8Y6TE JdS.ING. LR PRA w • _.••
T) UC MAX $HIM >� .
DRYWALL (SEE NOTE 26 3ON SM. 2) "m EMSEDMENT)
BY OTHERS WOOD BUCK
• BY OTHERS DRYWALL
DRYWALL 114 MAX SHMA .;�� day BY OTFFERS
BY OTHERS By OTHERS •+;'A •t'r.. (SEE NOTE 2& 3 ON SHT. 2)
72
2.
(MIN EDGE DST.) INSTA TON ANCHOR. 31`18° DIA. • HEAD BY DWAU.ER • , d
CONDRETEIMASONRY MASONRY SCREW VAECPRENE 4
y BACKED WASHERTHRU
BY OTHERS
. SUPPORT 2 BY WOOD BUCK
. o . . �. r • ' i .Y••G�,. " • i • BY OTHERS
• . :. Vi a, . .•. a •.••
CAULK BETWEEN • r . «. a . a . o ; v
BUCK AND OPENNG • 0 •
BY OTHERS F ' - 1 lRY WOOD SUCK EDMENRI � 6 • lNhYY FRAME • ` d INSTALLATION ANCHOR. it0
. .IAMB W OOD A �
i F. --��•• BY OTHERS "L EDGE MT.) 4 SUPFORTWASHER THRt15CR9A�
EXTERIOR FINISH .. •4 •.. y , Sry 1 A
BY OTHERS
V MAX SHB I PERIMETER CAULK PERIMETER CAULK �; {.
(SEE NCTE24 3 ONSHC 2) BY INSTALLER SY INSTALLER
PERIMETER CAULK - EXTERIOR FINISH 1 BY 3Y OTHERS OTHERS E1WSF1 BUCK BETWEEN
BY INSTALLER CAULK UI EH . BY OTHERS BUCK K AND OPENING
SCREW HEAD 81` IA�TALLERS BUCK HEAD BY OTHERS
OPENING
WINDOW FRAME BY OTHERS 140RO DNTAL SECTION NORM(WAL SECTION
HEAD 'FRIARS( ) FRAME (WOOD)
I NSTALLATIONAWCFKIR. 311V DA.
MASONRY SCREW MWE•OPtROM CAULK UNDER SCREW
BACKED WAaHER THRU SCREW HEAD BY INSTALLER
SUPPORT
WINDOW FRAME INSTALLATION ANCHOR, 3MV DIA.
W
WIN. MASONRY SCREW m'NEOPRENE
BACKED WASHERI WiU SCREW
SUPPORT
INSTAU.AT0N ANCHOR: 3M8° OIA.
MAIXXW SCREW WINEOPRENE PERIMETER 1` NOTE OT£ 2 6 3 ON BHT 23
BACKED WASHER THRU SCREW
WINDOW FRAME SUPPORT sees
SILL EXT. FINSH - p .. r -;; • . p_ • •
13FY ERE. - D p , •t �. ••• 0000 0000:•
CAULKUNDER .p • ♦D 4 . b• N� •• • 0000 •
B QJSTALLER R D. �•. � p D• p•• ~: p p ' •• ♦D t� • • • •
_' 0000•• •• • 0000••
•
`rPrP b. '•�•.• • 0000•• • • •
PERIMETER CAULK U4 MAX SHIM r • ► D p . ►b . ► p p • ► D • 0000 0 0 : • • • •
BY INSTALLER (SEE NOTE 2 & 3 2'If2' • 0000 • : • • • • • • • NN OISTJ
ON SHT.2j
EXTERIOR FINISH CZINCRE'1F�40/4ZY [f11ALTERNATE PRECAST SILL DETAO. • • • • •
BY OTHERS •�: 91LLSTOOI 13Y OTHERS FRAAE(MASONRY) A UPDATEDfERfPEWFBCiREO /D8
•ti
.• • e . a BYOTHM
s. P..: >•� a, ° aa•A °s e .
US SQ LIDW OOD �� tF,
:: •... • •0••. •00•••
° SW44V AVE. • •
a. a a :.. °•� •.. °, •. A ` o v °�
LEVEL SYOTHERS tHIJ �� OeCO,.. .a 0000
. A � � > ° o � ° . �' 1.7t1: �, e Y►4 . :,� f' • ��` . tl FLORIDA* 34174 • • • • • •
INSTAUJITiON DETAIL - IMPACT
e OTHER Z7CL = ' ° 'a. PVC SWME ADE 7!/20ne
r _: ^- cp— e
(MK EDGE NSTJ PROPRETARYAND COPFIMB RL fi `,-
VERTICAL. SECTION THE OFORNATIONCANTAw® IN THS DPAY EPROtY6 IM 19 Tie d: B1D0 NTS CAMS - 755
FRAME (MASONRY) NOHDOW SYSTEM 11CM ANY N IN PART DRAB AMMQLE FL f� 7d' e e
wRL TL eavaarsswN�tx7stablw LLnrttusystE.osLS y 0 r a A •70F8
SHEATHING _(MIN SMSIMMENn
BY orrleNs
MITERIOR FINISH -- a _
BY OTHERS • °•., 2 BY WOOD BUCK
1• BY oil-Me
CAULK BEHIND FIN Lr• a '
BY INSTALLER ,Z .
WINDOW WRAP .;•� #11 WO
SY INSTALLER A e WOOD SCRE
PERIMETER CAULK
BY #WA
tJ4• MAX SHIM
(SEE NOTE 2 S 3 O SHT. 2)
2 SY WOOD BUCK Ve MAX SHIM
BY OTHERS {SEE NOTE 2 & 3 ON SHT. 21
WINDOW FRAME
HEAD
INSTALLATLONANCMOR, .
IM WOOD SCREW
WINDOW FRAME.
t Nr7 JAMB
SHEATHNG
BY OTHERS y� ; a'A16 �
FXTEIUM FINISH
WINDOW FRAME BY OTHERS W W BY IIIISTA ER • • • •
SILL CAULK BEHIND FIN i ••• •••• �•••••
BY INSTALLER \ —PERDAEIMCAULK •
BY INSTA • • • • ago •
W MAX B F�RIZONTALsECRON • • • : • • • . • **so:*
CAULK BEHIND FIN . (SEE NOTE & 3 ON SHT.2) N see:**
• • •
BY INSTALLER .. • • • • • •
•••• • • • •
PERMETER CAULK 2 BY WOOD BUCK • • • • • • • • • •
BY INSTA BY OTHERS • • • • • • • •
A UPDA FBCnQL9IRXafI7S 07107M
WtNDOWWRAP
.o•
BY INSTALLER ::.•' • • • • • • • • •
INBT•ALLATION ANCHOR. •
-� tBWOODSCREW .�; �' - . .., ., ,..,.; • •••• ••••i•
°•r r 7, 900 SW 44111AVE• Gees
EXTERIOR FINISH a: F
BY OTHERS a e FL(*jP0 *34f7 • 4 • • • • • •
•
SHEATHING 1301SEDMENT) A• ; - e �'] "'i � ° ° o BVS7ALLATION DETAILvjU ST. -IMP T
BY OTHERS ' = ....
I VERTICAL- SECTION r �• :.:' o : Y s �t _ � � � o ': r 5 � FNC BIN LE HUN AIDE 7/112008
8 FlN (WOOD) PROPMUrA YArD 17rAL s� •. r.L4ROB�xOa9w� 4 a-
TI$I�ffORMA7LON CONT'1NLJ®fp7T98DRAYVINOISTHE SOLE PMtOAGIIY •t . .R:B100 NTS CWS -ISJ
wlnoowSYBTLxa pJpANYRFPROOUC170NINAMTORA9A FL:P * A BOFB
VVRITT@N ILL �CUJTOY W11�0YM3Y9'fEA!•9: WG IS p�Y a, `rj
' . '6 • ES L bvJ� tJ6 -' t '
(� d � •R -' .lam
.. .. .. •.
Florida Building Code Online Page 1 of 3
VENUE
acts Home I Log In I User Registratlon I HotTopks ( Submit Surcharge I Stats & Facts +Iub%catipns 6mc Stiff I pq,%Srce&+jp I unks I s earch I
• • . • r • •
Product Approval •• . • • • • ••• •••
t USER: Public User
Product Apo al Menu > Product or Application Search > Application Ust > A pllcatlon DetAll
Ig
I
o Z FL # FL6890 -113
Application Type Revision
c. Code Version 2007
Application Status pproved
Comments
■ Archived (-
I
Product Manufacturer Custom Window Systems, Inc.
Address /Phone / Emall 1900 SW 44th Avenue
Ocala, FL 34474
(352) 368 -6922 Ext207
mlafevre @cws.cc
• i
Authorized Signature Michael LaFevre
mlafevre@cws.cc
Technical Representative Michael LaFevre ## ,
Address /Phone /Email 1900 SW 44th Avenue
Ocala, FL 34474
(352) 368 -6922 Exi207
MLaFevre@cws.cc ;
Quality Assurance Representative Ralph Emminger ##
Address /Phone /Email 1900 SW 44th Avenue
Custom Window Systems, Inc.
Ocala, FL 34474 1
(352) 368 -6922 Exit 208
Ralph @cws.cc
Category ( OCaemesnt
Subcategory
I
I
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional �ngineer
C�- Evaluation Repo - Hardcopy Received
Florida Engineer or Architect Name who Roberto Lomas
developed the Evaluation Report
Florida License I= PE -62514
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 12/31/2010
Validated By I Steven M. Urich, PE
I
L Validation Checklist - Hardcopy Received
Certificate of Independence F1 68 0 R3 COI 510 ( val Rep CA -8400 Impact).pdf
Referenced Standard and Year (of Standard) Standard Year
AAMA /101/I.S.2 -97 1997
AAMA/WDMA/101 /I.S.2/A440 -05 2005
ASTM E1886 -02 1. 2002
•• •• • • • :o •
Florida Building Code Online : : ; ; Page 2 of 3
i 0 see
• •• • •••
ASTM E1996-* • i• • • • i i • • i i i i 2002
PA/TAS 201/287 • • • i • Go: i i • i 1994
• ••
Equivalence of Product Standards !
Certified B • • • • • :0 • • • • -
Sections from the Code •. 0 : : • • • 0 : *so • • •
a
I
Product Approval Method Method 1 Option D i
i
Date Submitted 12/19%2008 i
Date Validated 12/29/2008 i
Date Pending FBC Approval 01/08/2009
Date Approved 02/03/2009
ary of Products
L# Model, Number or Name Description
6890.1 8400 Vinyl Casement 8400 Vinyl I Casement (Impact w /heat strengthened
lass .
Li of Use Installation Instructions
Approved for use in HVHZ: Yes FL6890 R3 II CW -161A (CA -8400 Im apt).pddf
Approved for use outside HVHZ: Yes FL6890 R3 II DuPont PVB NOA 05 -1208 02.pdf
Impact Resistant: Yes FL6890 R3 II Mfkron NOA 06 -1220 01.pdf
Design Pressure: +67.5/ -67.5 Verified By: Roberto Lomas 62514
Other: 8400 Vinyl Casement (Impact w /heat• Created by Independent Third Party: Yes
strengthened glass) Large Missile, DP = +/- 67.5 psf, Evaluation Reports
37x72, laminated glass will have DuPont's interlayer FL6890 R3 AE 510489A (Eval Rep CA -8400
when used in HVHZ.
Crea�Independent Third Party: Yes
6890.2 1 118400 Vinyl Casement. 8400 Vin itasement Impact w /annealed 21assL
Limits of Use I Installation instructions
Approved for use IA HVHZ: Yes FL6890 R3 II CWS -161A (CA -8400 Impact).pdf
Approved for use outside HVHZ: Yes FL6890 Rtl II DuPont PVB NOA 05 -1208 02.pdf
Impact Resistant: Yes FL6890 R3 II Mtkron NOA 06 -1220 01,odf
Design Pressure: +60/ -60 Verified By: Roberto Lomas 62514
Other: 8400 Vinyl Casement (Impact w /annealed Created by Independent Third Party: Yes
glass), urge Missile, DP = +/ -60 psf, 37x63, laminated Evaluation Reports
glass will have DuPont's interlayer when used in HVHZ. FL6890 R3 AE 5104898 Eval Rep CA -8400
Imi)act).pc�f
Created by Independent Third Pa : Yes
6890.3 8400 Vinyl Casement Impact CA -8400 Vinyl Casement w/ heat strengthened glass.
Window
Limits of Use Installation Instructions
Approved for use In HVHZ: Yes FL6890 0 II CWS -240 (CA -8400 Impact 40 x 63 ).pdf
Approved for use outside HVHZ: Yes FL6890 R3 II DuPont PVB NOA 05 -1208 02 .pd
Impact Resistant: Yes FL6890 R3 II Mtkron NOA 06 -1220 01.pdf
Design Pressure: +75/ -75 Verified By: Roberto Lomas 62514
Other. Large Missile,, 40° x 63 °, DP = +/- 75 psf, Created by Independent Third Party: Yes
(Impact w/ heat strengthened glass, PVB). Evaluatior`I Reports
FL6890 R� AE 511043 (Eval Rep CA-8400 Impa
x 63).pdf
Created b Independent Third Party: Yes
I,
Back Next I
I
DCs Administration
Department of Commun tv Afhiirs
Florida Building Code Online
Codes and Standards
2555 Shumard Oak Boulevard
Tallahassee, Florida 32399 -2100
(850) 487 -1814, Fax (850) 414 -8436
® 2000 -2005 The State of Florida. Alf rights reserved. CCovriaht and Disdalmer
Product Approval Accepts:
I
Page 3of3
Florida Building Code Online ; , ; •
.... .. . ....
ii4t181gp +GY• • • • • • •
8aeated • • . . • �
4aRttT' ••• • • ••
•I• • • • •• ••• ••
• • • • • • • •
i
i
1010• • • • •••
•
1 10 0 • • : 0 • • •• •• •
• • • 1010• • • 0
•00 0 • L. Roberto Lomas P .E. Engineering Evaluation Report
1432 Woodford Rd. • • • • • • • *00 •
Clemmons, NC 27012 • • • • • f4pottNoi 1 04 8ille
336- 945 -9695 0 : • : • • • •' ; • •
Manufacturer: Custom Window Systems
1800 S.W. W Avenue
1010 • • • 1010 1010• 1010
Ocala, FL 34474 • • � • � � � � � � • 0
.. . • • 1010 • 0
Product Line: 8400 PVC Casement — Impact resistant ' • • • • • • •
P •• • • • • • 1010. 1010
Compliance:
The above mentioned product has been evaluated for compliance with the requirdments of the Florida Department of
Community Affairs for Statewide Acceptance per Rule 9B- 72.070 method 1(d). The product listed herein complies with
the 2007 Florida Building.
Product description: Casement window, impact resistant made of white rigid PVC- Frame and active sash were of
welded mitered comer construction.
Supporting Technical Documentation:
1. Approval document: drawing number'CWS -161 Revision A, dated 06 /19/2008 sheet 1 of 8, titled 8400 PVC
Casement, prepared, signed and sealed by L Roberto Lomas P.E.
2. Test reports:
a) Report No.: NCTL 210 - 3274 -1, signed by Gerard J. Ferrara P.E.
National Certified Testing Laboratories
TAS 201 -94 Large Missile Impact Test
TAS 202 -94 Uniform Static Air Pressure, i$7.5psf design Pressure, 10.5psf water infiltration
TAS 203-94 Cyclic Pressure Loading t60.0psf design pressure
b) Report No.: NCTL 210 = 3274 -1A, signed by Gerard J. Ferrara P.E
National Certified Testing Laboratories
ASTM E 1886 -02 and ASTM E1996 -02
ASTM E 18861E 1996 Large Missile Impact Test, Level D, Wind Zone 4
ASTM E 1886/E 1988 Cyclic Load Test, t60.0psf design pressure
c) Report No.: NCTL 210 - 3276 -1, signed by Gerard J. Ferrara RE
National Certified T4sting Laboratories
TAS 201 -94 Large Missile Impact Test
TAS 202 - Uniform Static Air Pressure, t67.5psf design pressure,. 10.5psf water infiltration
TAS 203-94 Cyclic Pressure Loading t67.5psf design pressure
d) Report No.: NCTL 210- 3278 -1A, signed by Gerard J. Ferrara PE
National Certified Testing Laboratories
ASTM E 1886 -02 and ASTM E1996 -02
ASTM E 1886/E 1996 Large Missile Impact Test, Level D, Wind Zone 4
ASTM E 18881E 1986 Cyclic Load Test, t67.5psf design pressure
e) Report No.: CTLA 1344W -4, signed and sealed by Ramesh Patel P.E.
National Certified Testing Laboratories
AAMA/NWWDA 101/I.S2 -97
Design pressure: • i60.opsf
Water penetration resistance: 10.5psf
3. Anchor calculations, report number 510116, prepared, signed and sealed by L. Roberto Lomas P.E.
r.
� \�` �r' �qt t Y+a,�ea ♦ov�� Vin) ,
... 4 ems- � ...
T OF
1 0r2
/' � ®' �A gip g��► • \. + •. � n � ^+
�� �a �fed��V e • ®'�� 07r'�'fC��� Nom' �� ".
�".0tttiltt O
. ••.
.. • ••• •
• • . .
L. Roberto Lomas P.E. Engindering Evaluation Report
1432 Woodford Rd. a
m • • ' • ; 5100489 Clemons. MC 27012 o i l • • i .�O• rt 00
336 - 945.9695 ; ; . . . •
Limitations and Conditions of use. 0 •
Unit Size Max. D.L.O. Desi n P e atin . .,. k up a ct Ratin
Up to 37 29'/. °x55'/4 *6c? V! • • e ifqd Small Missile impact
Up to 37"x72" 29 %N64 +/4" *@'J.3 0 . o Ij a and Small Missile Impact
• Units up to 37 "x63° must be glazed with: 3 W IOU consisting of outboard late 1B" Ann — Air — laminated inboard
lite consisting of 1/8" Ann — 0,090" Solutia or DuPont PVB Interlayer — 1/8" Ann. per ASTM E 1300
• Units up to 37'x72" must be glazed with 3 /4" IOU consisting of outboard lite 1%8" HS — Air - laminated inboard lite
consisting of 1/8" HS — 0.090" Solutia or DuPont PVB Interlayer -1/8" H per ASTM E 1300 -02.
Solutia Interlayer per NOA 03- 0827.08
• DuPont Interlayer per NOA 05- 1203.02
• This product is rated to be used in the HVH7_
This product is impact resistant and does not require impact protection in wind bome debris regions.
• Frame material to be white rigid PVC per NOA 06- 1220.01
Installation:
• Units must be installed in accordance with approval document, CWS -161 Revision A.
Certification of Independence:
Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the
product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity
Involved in the approval process of the listed product(s).
i
v % "G EN & • . _ .
a.
rim e • 'c� - .
! a TAT n ,''x':
2 of 2 '. L{9113 .
�� ® o LORI® ia
�/d
jl /lrrttit� `' +d'
CASEMENT ELEVATION (LARGE MISSILE IMPACT) Pya IMPACT REQUIREMENT.
(SHOWN W/ DIFFERENT OPTIONS) 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE
FLORIDA BUILDING CODE, CURRENT EDITION.
MAX OV 2. GLAZING DETAILS: (SEE SHEET 3)
FLANGE WWH
37+ 3. CONFIGURATIONS: ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR RIGHT.
UbT AlOTH 38 ur 4. DESIGN PRESSURE RATINGS (SEE SHEET 3)
MAX SASH YYmTH
MAX OVERALL WIDTH - NEGATR E DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES
97 . ASTM E 1300
— — — — — — — — — — UNIT -POSITIVE DESIGN LOADS BASED ON TEST PRESSLHiE, WATER iNFU TRATION TEST
PRESSURES AND GLASS TABLES ASTM E 1300
I MAX � WIDTH S. ANCHORAGE THE 33113% STRESS INCREASE HAS NOT SEEN USED M THE DESIGN OF THIS
— — — — — — — — — PRODUCT. SEE SHEETS "FOR ANCHOR DETAIL
- - I 6.6HIJTTERS, ARE NOT REQUIR{ Q,
- - - - - I I ♦ I 7. ALL FRAMES AND VENTS FULLY WELDED-
73 I W I I
MAX ( I e4 1rs- I IL REFERENCE TEST REPORTS: NCTL 210.n744A , NCTL- 2103274 -1 , NCTL- 2103P7SAA.
HElOHT I I O RALL I ♦ NCTL- 2103276-1.
}¢Ip}II I I 8. SERIESIMODEL DESIGNATION CA -8400.
I I ♦ 1Q WOOD BUCK OR STUD FRAMINGTO BE DESIGNED AND ANCHORED TO PROPERLY
L7r I I C,I Agq �O I TRANSFER ALL LOADS TO STRUCTURE BUCK OR FRAMING is THE RESPONSIBILITY OFT THE
♦ er I al ARCHITECT OR ENGD&ER OF RECORD.
I HE=+ff I + I 11. THE DESIGNATION X STAND FOR THE FOLLOWING: X = OPERABLE SASH
es I I
♦ I I
MAX \ I J.
HEIGHT
♦ 1 I ••••
•
291LC - _ - - - - - •••••4 - --
„� RIGHT HINGED — SHOWN "••• • • :Goo*: qE - LEFT, HINGED- OPPOBRE • • • • • • • • • • 00000
LEFT HIN -SHOWN • • . • • . • • •
RIGHT'H1N=- OPPOSITE • •' • • • • •
o7�7fi8 ••••••
' A UPDATED PER NEW fBC a •
do • •� •••.. . •
TABLE OF CONTENTS
`. 196gS W.44THAVENUE
_._»...... • • • • • • • • • • • •
GENERAL ELEVATIONS------I r FLORIDA 34474 ' • • • •
ANCHOR SCHEDULE & NOTES---------2 NOTES---------2 ._ »_2 �°•'!�"1, - yy , CIG+4U°�
D.P. CHARTS & GLAZING DETAILS----- . »....3 f - ;' - ! �' `. � NOTES & ELEVATIONS - LARGE MISSILE fMPACT
SECTION VIEW & ALT. FRAME..._.- ....._. --.- -4 ' , :c 31$iC CASIEMENT • HAT 7172008
NTS C
EXTRUSIONS &
INSTALIA=N
DETAILS _ ».. ._ _._. »_.S B PROPMETARTAW CONMextw. L O L ci 640D ` WS -181
�119WOM&MONCOWA%W9N IS OR aNOlsttiESME PaoPERTyOF=;S m
YYH.IDONf S18TEK4. WC. ANNREPRODUC7bN Qi PART OR ASAVMXEMOTH=7W •• FL P.E NO. T3 4 A 1 OF 8 -
VYSRTENPEfMWSS10NOFCUSTOAAViTATJOWSVSTEL ".+.ItiG IS PRO}�il'®. .. -+�•!
D -•tea
4' MAX 8" SEENOTES
S" MAIL'�'�`{'' 12 L2" SEE NOTE 2 Cn'P) MAX. O.C.
(rYPI 1 MAX O.0 4" MAX 8'
1 (1YP► - {'iYpl MAX O.C.
I � - ^}" � O. 1 SEE NOTE 2 1 (TYP) SEE NOTE 6
1s• / MAX O. or 1 1#
MAX oc. !
0 16' � � 1 / eeAx. r:1
oa.
MAX ..
w
w w
OWAL AT10N I NSTALLATION P a
. ANCHORS TYP. ` ANC w
w
ANCHOR LAYOUT -f FLANGE) ANCHOR LAYOUT -IFS ANCHOR LAYOUT - (FIN) ANCHOR LAYOUT -(M
TmRumMw.acUP(WDODOR KuvwtloPEwA6} nemrnu�aa�i�0000eu sonxrort'rma1 ' T"Ru wam rm rwomc INSTALLAT�1 mtarwuaeoP r"wovEwm
NOTES: FCRLM FOR UNITS UP TO 37'x ST FOR LOM UP TO 37"x 77 ANCHORSTYP. FORUNRSUPT037' :ST
1. INSTALL ONE ANCHOR AT EACH N LOCATION. 3MIAL LA 1— • • • •
' * ***s o •
2. SHIM AS REQV AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHNS. MAX. ALLOWABLE SHIN STACK TO BE 1/4'. USE ANCHORS 7YP. •
SHIMS WHERE SPACE GREATER THAN 1718" LS PRESENT. • • • • • • • • •
3 LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOY . Osseo*
• • • see*:*
4.3/16" DUL ELCO TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT' OF 11114" INTO MASONRY -' - - ",,:so - - - -•
THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 21P2" SHALL BE ACHIEVED. O sseo ••••• •
•
S. 010 WOOD SCREW ANCHORS MUST SE OF SUFFICIENT LENGTH TO ACHIEVE A'MN. EMBEDMENT OF 1343" INTO 2 BY VVOOD BUCK • • • • •
B. 09 WOOO SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MN. EMBEDMENT OF 11/2" INTO 2 BY WOOD BUCK FOR FIN • •: • •. • • • • • • i • • •
INSTALLATION A UPDATED PER NEW F5CvRM$iI6MENT5 07/07!08 so****
7. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. •
•
S. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. e �" ^ ?',•� ._ • • • • • • • • • • • • • * •
x/ • • • •••• • •
9. INSTALLATION ANCHORS $HALL BE IN ACCORDANCE WITH ANCHOR MANUFACTUREKS NSTALLATION INSTRUCTIONS , AN ANCHO RS SFiA�
WI _ ,1 • ' • • • • • • • • •
NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. aw . o 1900 S.W. 44TH AVENUE • • • • •
�` •i R r ; P -j OCALA. FLORIDA 34474 • • • •
10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROP
TS: '► .- F
A WOOD - MINIMUM SPECIFIC GRAVITY OF 6=0.42 ; r t r fi s Al tCFIOR SCHEDULE 8 NOTES - LARGE MISSILE IMPACT
B. CONCRETE - MINIMUM COMPRESS NE STRENGTH OF 3,2W PSL + PVC CASEMENT ° BAT 7(7!2008
C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREAT EM _ ; ° , 'r ^ ' • ' CGOFUNWIIAL
T�nvFORe1ATt�cwllAwEOa THE Oaw ¢�orsFiveETat 'L Atfrl�it6t�T.tAS� „ 8400 NTS `CWS -101
WMOW SYSTEMS %C ANY REPROWCT= IN PART OR AS A>MCtZW Ovr FL+.P.E. N0.62514 a ".; A 20F8
WRUMPEF9 .465SOr10FCUSTCUWND0WSYSTE MPRM*WM t '
-
• ,. . ' w •• C '' `am • \'I..
MODULAR SIZES (UNITWDVDOW SIZES
HP2GHT(iN)
WIDTH (U61) GLASSTYPE 2fl 29112 311/2 35112 39 4t W 43112 4711E 51 in 53112 55 I 59112 61314 63 V2 65112 67112 70314
177/9 C, D +67.51.67.5 +67.5/467.5 +67.5/ -67.5 +67.5/-67.5 +67.51 -67.5 +67.5/ -67.5 467.5/-67.5 +67.51 -675 +67S/- 67.5 •+67.5/ -67.5 +67.51-67.5 + 673 1-67.5 +67.5/ -67.5 +67.5/-67.5 +67.51-67.51+67.51-67.5 +67.51 -67.5
23 Id C, D • +67.51.675 +66751-67.5 +67.5 "7.S +67.5/-67.5 +6751-67.5 +67.5/ -675 +67.5/ -675 +67S/ -67.5 +6731 -67.5 +67.5K7.S +67.S"7.5 +6731 -67.S +67.51-67.5 +67.S/- 67.5 +67.5/- 67.5 +67.51.67.5
27112 C, D • +6731 -67.5 +6751.675 +67.St -67.S +67.51 -67.5 +67.51 -67.5 +67.5/473 +67.St -67.5 +67.5/ -67.5 +67.5147.5 +67.5"73 +67.5/- 67.5 +67.51- 675 +67. SI-67.5 +67.5/ -67.5 +671/47.5 +67.5147.S
29 111 C, D • -667.51-67.5 +67.51 -67.5 +67.5/ -67.5 +67.51 -67.5 +67.51-675 +675 /167.5 +675/ -675 +67.51 -67.5 +67.5/ -675 +67.5/- 67.5 +67.5 1-67.5 +67.5/ -67.5 +67.51-67.5 +67.51 -67.5 +675/ -67.5
31 I/2 C, D • • • +67.5/167.5 +67.51 -675 +67.51 -67.5 +67.5/ -675 +67.51-"S +6751-667.5 +67.5/-67.5 +67.5/- 67.5 +67.5/- 675 +67.51 -675 +67.51 -67.5 +67.5"7.5 +6751. 67.5 +67.51.67.5
35 112 C, D • • • • +67.5/673 + 675 / - 67.5 +67.S/ -67.5 467.5/ - 67 5 1+67.51 - 67.51 - 167.5 1.67.$1467.51-67.51-i67.51-67.5 +6751-67.5 +67.5/•67.5 +67.51. 67.5 +6731- 67.5 467.5/ -67.5
35 314 C D • • • • +67.5 "7.5 46731475 +67.5/-67.5 467.5/-675 +67.5/- 67.5 +67.5/ -67.5 +67.31 -67.5 +67.5/ -67. 467.51- 67.5 +67.5/ -67.5 +67.5 "7.5 +67.5/-67.51+67.51-67 5
CO HMO DITYSIZES (71P -71P)
WIDTH (W) GLASS TYPE 21 114 38 318 50 56 63 72
1914 _C� D - +67,51.67.5 467 5/-67 467, /-67.5 +675/ -67.5 +b7.5"7S 467,5/ -67.5 -
26 C, D • +67.51 b73 +67.5467.5 +57.5167.5 +67.5167.5
3 +6
C D • +675/67 7.51 -67. +675/ b7.5 +67.51675 +675167.5 .
MODULAR SEW (UNrrWWDOW SIM
HwHT(Im
WIDTH (IN) GLASS 7YPE 20 29112 3I 1)2 35112 39112 41 112 43112 47 I/2 5l 112 53112 55112 59112 61314
17718 A, B 460140 +601 -60 +60460 +6W40 +601-60 +61140 + 601 -60 + 601.60 4-60/ -60 +60140 +60140 +"40 +60140
Z3 112 A. B + 601 -60 +601 -60 4601 -60 4601-60 •1601.60 460460 +601 -60 + 601 -60 +610-60 +60140 +601.60 +60 %60 +601 -60
27 112 A,8 • + 601 -60 +66/.60 +601 -60 + 601 -60 +601 -60 4601 -60 +601-60 +60%60 -"601 -60 +601 -0 +601 -60 +60460
loin A B • +601 -60 460 %60 +60"60 +6W.W +601 -60 +60A" +601-60 4601 -60 +&W-W 4 607 -60 +601-60 +601-60 3W OVERALL
31 112 A. - B • • 4601 -60 +601.60 +601 -60 +601-60 +601-60 +W-60 +661 -60 +60 %60 46W40 +601 -60 +60/ -6 0 10 TEMPERED GLASS
341112 A, B ♦ • • •601-60 +60"0 +60"0 +601-60 +601 -60 +60/-60 46W-60 460/40 +601 -60 +60"60 S11G a
5 LA~TEO
35 3 1 4 A H • ' • • +60/-60 +60140 +6W-60 4601 -60 + 601 -60 +6W-60 +6W.W +601 -60 46"-60 1W FEAT STRENGTHENED GLASS
. 3132" DUPONT PVB MTERLAYER
CO MMODRY SIM (71P -•LIP} We HEAT STRENGTHENED GLASS
lwGRT•(IN)
W D1Tu (IN) GLASS TYPE 21 114 1 3E 3/t 1 50 518 t 56 1 63 • • • •
19 IN A. B 4601-60 +601 -60 +601-60 +60F60 +601.60 34 . L • - *
• • • • • • • • • •
26 111 A, B • + 601 -4 46Wfi0 +601-60 +6W60 IV HEAT8TRENGTHENED GLASS • • • • • • • •
37 A, B • +60%60 "16-60 +60"0 +601 -60 511V AIR SPACE • • • • • • • • • • • • •
LAMINATED _. • • • • • • •
- - - - - -
'US' HEATtiTRt:NG'IHFJ4ED C;lABS -
3w OVERAILL 3W OVERALL 3132' DUPONT PVB INTERLAYER • •'• • i • • • • o
Its' ANNEUMOLASS IV TEMPERED GLASS I!8• HEAT STRENGTHENED GLASS ; Sit3" AIR �ED M •PIOf 4 • • •
DACE 8715' AIR SPACE
5113° LAMMTED &IV LAMINATED GLASS TYPED SNDYtlN NEXT LAttGER SIZE • • • • •
-VS` ANNEALED GLASS IW ANNEALED GLASS • • a • •: • • • • • • i • • •
313Y DUPOW PVS MTEWAYER ' 3W DUPONT PVB INTEN.AYER • • •
IM ANNEALEOOLASS Ifs- ANKTALEOGLASS A UPDATED PER NEW 2SMj=ENM r0710ft • • • • • •
•
1 , 1 •
'I +�, 1v 1-6 r • •••• ••••••
S W. 44 H AVENUE • • • • • • • • i
f /4 GLASS TYPE G - . ` o • +y - +� • o 4A(A FLORIDA 34474 • • • • •
O
F DP CHARTS 8 GLA75NG - LARGE MISSILE IMPACT
- e PVC CASEMENT BAT 7171M
tTYP P °O " _ t + ` ' GLASS TYPE A .8400 Nis - C+NS.t81
1L+ M Dd;DWlAVmtaONfAttiED INWS DRAMOC M '04EDate mmpmTY �cu*v LAoei:IM A 6
WUJOOYP SYSTEM 646 ANY RWRODUCTM IN PAW CM ASAV*MtE 6M41L7NIHE FL P.E. ND. 32514 A 30F8
4YRIT'IGN PERIf1.93i0M OFgJ$TO►1V•OWOW9YS7Ea6.LNG IB PROlO&Tmr .
• :. a ? .,.. t ' "t c C
•� ai k�, ...t A /`a M
UNIT VADTH
a
T •p e
2� INTERIOR
e
s
s
ac mm R
t t ,
OVERALL FLANGE WIDTH
]YPM HORIZONTAL SECTION
UNIT
HEIGHT
OVERALL
FLANGE
mom
HEIt#tT
0000
/ � • • • 0000 0000••
•
0 0000• .0000•
00: 00 :
.. •. .::..'
• .
3 A UPDATED PER NEW FBC 7J71W
• ,
4
i ,t1i j • • 0000 0000••
TYPICAL VERTICAL. SECTION ALTERNATE FIN FRAMia 4�•• y n k � i • • 0
0000 • • 0
1900 S.W.44TH AVENUE • • • • • • : • 0 0.0
O a ° t . / 8 OCALAr FLORIDA 34474 • • • • 0
M 22, 25,33,38,42,48- 48.51- 53.55
USED BUT NOT SHOWN FO �' a SECTION VIEW IALT FIN FRAME -LARGE MISSILE OrIPAC
R
LARITY. = : i ; PVC CASEMENT ' BAT rg= 717!2008
LROBERTOLO6wac f 8400 NTS
ORY "CWS -191
VANDOMM CDMaR®w7t18 DpAWRJDIS'MESOLEP tdttaTgtote f'
wwoow BY Afty wC ANY R�RO•FTCN W PMT OR ABAT�lYIY1f01IF FL' P E NO. B28t4 4 OF 8
WRRTENPERL1l Of CUSTOId WlPtJC1W 8Y3ti71B. INC.IS PR079EttEII
•+ n _ is n '"
a r d„ r .v:
ram 0 parts 3 i/8'� FRAKE CORNER CONSTRUCTION
t H4 PR. CASE.WW,t£AD 31fC
2 t� sasz -wz tasox.4sz), ro
3 H4iam C7t8E. M S.1
4 MM 0OL- ALUNKM 3=492 (M X.437)• S.L
0 148WO FK CASE, VAKA.FWW 1 3 8 7 t I 1
0 P4W4 oot.- AI11hsa,M.UM402(ASOx,a7) JB. FZW
7 MWO FR CAGE. MNK JB., LEFT. 3 21132"
8 R A41t418t
4M OOL-AU Su 40 (550 X.431) JS. LE Fr 4lr2•
0 H4= SASH( CASE. TOPRAL ,
10 St WS F&F.UMSAS{TOPRAL
71 . "M SABR CASE. HOT. RAL
12 51003 FOF. CASE. SASL BOTTM RAL .
13 H4108 SAUK OWL SIDERM, HWS �
14 5-1608 RaF.CAM ABHBOERa HMOs PVC FR. CASE., MAIN (FLANGE) H -6030 00RW RWM0(ALLSIDE%
is ".On WWK aw Swww. U)MC 10
10 3-150 FOW. CASES%MWERALL OCK st 1132• t- SASH CORNER CONSTRUCTION
11 P3M VOW. Jt70x.is7 BACK LLTRILnk RACK SASE
is 83217 .wttELelFSeu RrA PVC FR. CASE., MAIN (FIN) H-6030 •
70 P3217 .YtfIELB1F88V.84Rt `
20 timsu swanw L.Svwm
21 W1503 Sc74®4PAL.TOVM 21x4"
22 S-is" A14;tp8GLP
&etm; tilZ.s0.3N•.F)m„N3t0L 81 1
24 SMW OLZ WL3w,FXO.VW
25 P•3s8'r xPP!i FHTw2.v4 ZF M1t
29 R4OPt as•32x UrWFKM9.SS KMU=Q PVC SASH, CASE. H-8008 tsr32•
27 P4014 WLhZLM9TD,WMOP6LROTOiW)H(1NRlM 1 CORNER1NEl.0(ALLSFDFS}
26 P 4006 SLOA TPIATE LOCK BB, ti0TOt4706E, (Um erl 171W
30 FL4oas wLL SCREEN RAIL, TOP /SIDE, H -1593
38 FaraoFea�ralstP�L�'uFaratraPalr
31 P4DM BFf94ROT00P9tATWLfm70H7i1✓E t 1 8x32- ALUMINUM 6063 -T6
32 P4WO TAUX &SLEFRAWKWTOOFW-RO70H7WE.
a P•4M WWMW.R=OF8L.M801014>iME
34 HWES FORLEFr0R1tx714FOt94OAS%ENT) SCREEN RAIL, SIDEISTM H -1592 6Aa 2 4 8 8
u TftUXANbWJXRA8SY FML137otRtIt WO CAOHMM ALUMINUM 6083 -1 t
28 R4= 81FPORT ROTOaMR0TONW&(SS) 34 �Tr1
37 P4021 48.32:3WQmdFNWUWLeniLMS. ROMOPIfUMHW- �, 1 1 I 1 1 utE'
30 P W4 OA8W.ROTOOf V WTDKW —Vif� �� • • egos
• .
30 P4o31•P4040 T@aV4.ROT0t•OY1£t -s L0affOMS.SS(BY0A!F I �7• • 'o ••••
40 F4003 TEBAR lWM MM .... - 2112' --i L ys - � • • -6 eggs _ • • ! • •
41 84 _ 043 Sif<1fEM4l.TFP0147 7 P.¢Q.�Q • • •
COIL, •05Y• $063 sewsammkiumm
r4LE ANCHOR CUP, P -3780 SASH REINF. S -1505 ALLNIV.... T6 `• • • • • • i •
42
42 P-Ma CAPR
a R343s T.TF HIS w ALUMINUM 6063 -TS PVC GLAZ NG BEA"016 ALUMINUM 6063 -T6 • •. • • • •
•• •
•••
a R33S2 SEr.ux -asOlp vrxsrxrM •••••• �•••a• ` •
.46 RP-307 aw C%- M0OI.DMm.0 BB..NW'TM
47 T9,4+)RkRT LOL.(FFRCJOPI 29/18• A U PER NEW FBC Rfi ft 07107= sees*
a 0MLSL(L000) 1118 318' so.* • • • • • • • • • •
48 GLASS. SASH •
so SALCM OLRASFAL. Sff 0fEf 3 n �3W T I 4 (s r tt!(sMM6 --. • • • • • • • • • **egos
51 ` • s2 t>MMSAJW.1s6 BAs. ` A s . 4"0 S.W. 44TH AVENUE •
fn 30AMCOWMW L 0 'w : `� b OCALA. FLOR03A34474 • • • • • • •
54 ""s t�4SgtfA NDMLEMM" "• _ �`• ` o •
65 FL3= SCNMLFF-OW PLAN VIEW OF ANCHOR CLIP - y• ;,' "- - EXTRUSIONS 8 B.O.M. LllR6E M SILE CT • • •
48x3wO
530 LXOpiTBCZO.C.SCm BAT N raw
5T 4itBtO 8FL�8t. SS. FJC ._ - PVC CASE7JlENT
68 83 `
PROPMEWYAND COt✓�EN7YLL . • .• _•• T •• } i ' • u
58 h4LVA FR.. CASE.W FN 71-EP OMMTWNCONTAOd61 W THSDRAWMGi19THE SOLE PROPERTY OF •C.1�b91•.�.rL'rc3LaL�s.'� NTS • CtIY$ -18t
59 Rllq BGta'15/BUFPOItTFIXtPUC WWDOW SYSTEMS. PIG. ANYRWRODlC71ON W PMT012 ASAWFfOLEVNTt�IRV iE FL. P.S. 62514 , 4 ;
WRITTEN PERMISSION OF CUSTOM W NDOW SYSTa40, tMC isPROt0oIT437. A S OF S
1 114' - --•yy{ 1w MAIL SHIM V4' MAX SHIN .L3�
MK ) I (SEE NOTE 2 & 3 ON SKr. 2) (SEE NOTE 2 a 3 ON SHT. 2) MM EMBEDMENT)
INSTALLATION ANCHOR ._ . a' .
212• 0 4 e : 3116` DIl., MASONRY ANCHOR #IQ WOOO ANC
(IWPL EDGE 1716Ta ANCHOR CUP ANCHOR OLIP
• •
AND O ENING BY BUCK }__ • m a• a
AND OPENING BY OTHERS:
• 1 BY WOOD BUCK 0 �j BY OTHERS
CONCRETEfMASIDNRY O a , BY OTHERS
BY OTHERS BY OTH ETEMM�NRY� _ • BASH BID a►
BY OTHERS \\ • . A . 2 BY WOOD BUCK
RAIL • • SYOTHERS
BY
EXTERIOR FINISH 2712_ . . • a
WK EDGE =T.) - CAULK BETWEEN BUCK
a " , a• a , a AND OPENING BY 04HERS
p D p• p p• p • tONCRETEIMASONRY •; • , '
.P " rp p' • BY OTHERS
0.
• � °' ;ova
a .� • 1 BY WOOD DUCK a • • • WINDOW FRAME WINDOW FRAME ,a0p
. •e BY OTHERS c e u A PERIMETER catnx 9 ►a °• o� o
• PERIMETER CAULK BY INSTALLER
174° MAX SHIM EXTEFtl�I FINISH BY INSTALLER
PERIMETER BY OT i E R FINISH
� ' (SEE ROTE 28 3 ON BHT. 2) BY OTHERS . BY OTHERS
• SASH BOTTOM
INSTALLATION ANCHOR HOR¢ONTALSECTION PAL HORIZONTAL SECTION
WINDOW FRAME 3116" CIA. MASONRY ANCHOR CLIP (AAA80fam CUP (M1�
HEW ANCHOR CLIP
ANCHOR CUP
SASH T OP
RAIL YYWDM FRA6l� ' IfW D A. MASONRY ANCHOR. Y AN
Su 3f16' DIA. MASONRY ANt�R
PERDAETHR CAULK 1W MAX SHIM
BY INSTALLER (SEE NOTE 2 8 3 ON BHT. 2)
SASH BOTTOM EXTERIOR FISH
RAIL ANCHOR CUP BY OTHERS
D . r •. r' r D •
WINDOW FRAME D .♦
nJSTALLATtoNANCHK)R
au p D • i p " � D . e b+D • • • • • • � •
3118' DIA. MASONRY ANCHOR p r . + �r p r �► P +. s D ► D b " C tre • • • • • • • -- - - • • • • • •
PERIMETER CAULK _ - 174 MAX am - _ p .' A s +D.. �. D_ r .p. _ r p D - D- ►' (MIN: EMBEDMENT) - - - • • r - - i • • •
BY7NBTALLER - (SEE NOTE 2 8 3 ON SHT.2) p D s . i " r D . Rr D " • + D • • • • • • • • • • • •
6 e • 00••
EXTERIOR FINISH FINISH —+. i � • � b D . r p . s b D . ` 000008 00
•
BY OTHERS •
ua �
MI RY - / 212' 0 000 • • • •••••i
• • • BY OTHERS (A & EME MST) • • • • • • • •
1••A•► S DETAIL 0000 •
A " • • s ��' •• • A "`a' —T ALTERNATE PRECAST ILL
•
•4 ,A . A • o ♦ �► • ♦ • A•A ► •. CLIP (MASONRY)
00600
• A . a. . • ♦ • • A • O A • • +, , > • A LLPOATBD PER NEW MC • 2 • • i • • •
• ••.6 •• • i i �• t. ,• A •• �• � A� � ., 1714' • • • •
A • • O �'• • • • • • • • a O u �. a • • • O n (MqN. EMBEDMENT) 0000••
• • •
CONCRETfilM480NRY 8Y OZN Bl1CK • • • • • •
.2 L. • L •, .• r o +.� 1908 S.W. 44TH AVENUE • • • • i •
BY OTHERS (MIN. EDGE DIST.) _
r '�' • _°� •. , FLORIDA 34474 � • ' • 0000
• •
p VERTICAL SECTION .. - cr�,,.t v�` .°• • • • • • • •
CLIP MASONRY)
r A ALIATION ANCHOR WICLIP DETAIL -LARGE A • •
BAT o r..
4 ` C 181
Is a R ' k EtuIENT NTS • 9 WS
MWPIRtTAPYANO tAIWOHU1pI. ' !
84th
THE W- CRtMTIONCONTAMMNTINSORAWCNOISTIESOLE PROPERTY OF Lp570 ., LROBERT{`Itb e
WIIIDOUM SYSTEMS. W. ANY RFPROOLCMN IN PART OR AS AV4=ZVNTf10tF• a FL P.E. NG.�l614 „r .a ..:. A B OF B
WRITTEN P OOFCUSTOM VANDOHSYS79AS MIS PROHIBITER A
P
��a
DRYWALL 1 BY WOOD 8=
BY OTHERS BY OTHERS Im
WK EM103MEIM DRYWALL
BY OTHERS
N ti
INSTALLATION r , •• r , i1CLAAX.8HBA 114 °NWC.SHMd MINE
MASONRY SCREW WWEOPRENE •• " (SEE NOTE 2 a 3 O SHT.2) (SEE NOTE 2 a 3 ON SHT.2) •
BACKED WASHER THRU SCREW ' •r, •`• •r, ••.
SUPPORT ' a • a CAUIX UNDER SCREW CAULK UNDER SCREW D ► b ► 2 BY WOOD BUCK
CONCRETEVASONRY HEAD BY INSTALLER HEAD B INSTALLER INSTA LER ► . ► BY OTHERS
SYOTHERS CAULK BETWEEN BUCK BY OTHERS y • • + SASH SIRE • ' NSTALLATIONANCHOR,F10 WOOD
NO
AND OPEhI J� • SCREW VWNEOPRENE BACKO
(MIN (VOE OtBT.) I • ., 6 ► D ► WASHER THRU SCREW SUPPORT.
yv • +04 s•�'
• DRYWALL ANDO P EK BY OTHERS
tµ• �+ �• i n n BY OTHERS e • • ' • AND OEMI� BY OTH'E
•►
(HBl1• EMLSEDMENT) o a «. : ► • P i � • i . v MIN. EDGE MT.) • A • i �• � .
sr • _ _ - - - 1 - BY WOODBIJCK '' • • - ' ► CONCRETENIASONRY
BY OTHERS A 6 • • JAVA FRAME ee.•+Q,:� A BY OTHERS
^—'- } y }Y> PERIMETER CAULK WINDOW FRAME O
BY
EXTERIOR RB FINISH I BY24STALLER JAMS BY
V4 MAX SHIM (MIN• PMBEOMM} OfI tRbR FlNISH PERBMETER CAULK SY OTHERS
(SEE NOTE 2 A 3 ON SHL:2) BY O� TH BY N97ALFEfi HORIZONTAL SECTION
PERIMETER CAULK - HOR20NTAL SEOTRON
BYINSTAU-ER FRAME I 'KY) FRAME (WOOD)
CAULK UNDER SCREW
WINDOW FRAME HEAD BY INSTALLER INSTALIAMON ANCHOR. SMS' DUL
HEAD • SASH BOTIOM MASONRY SCREW vAIEOPRENE
INSTALLATION ANCHOR. 3110' DW RAIL BACKED WASHER THRU SCREW
SasH TOP
• MASONRY SCREW WNEOPRENE SUPPORT
RAIL BACKED WASHER THRU SCREW
WIDrDO1N1
SUPPORT SILL CAULK UNDER SCREW
HEAD BY INSTALLER
PERIMETER CAULX
BY INSTALLER IW MAX SILL
INSTALAAMON ANCHM 311W OIA. PEE NOTE 2 a 3 ON SHT. A
IAA .Y SCREW V#N EOPRENE EXTERIOR FD&SH
SASH BOTTOM SLIPPER WASHER THRU SCREW BY OTHERS D • • r . . ♦ r P .
Ran' • p e • r
P e p e C►
WINDOW FRAME CAULK UNDER SCREW _ r p ♦ ► P D ♦' A r D� • • • •• • • i
SILL HEAD BY.INSTALLER p e ,D ♦f _ p p ....
• P P • . . goose•
HIGH STRENGTH STRUCTURAL _ I 1 + p A, D . e p . • ' ' • • + - - - - - - • • • • • • i g •
BY MT�CAULK GROUT BYOTV0M . � - • D + P � „ rp � ►p ' r •g•••• •goo g •
r' I4' MAX SHIM 1 s o • pee
•
13Y OTHERS H . • . t ON 2) 2&3 PSiY (MIN. EDGE DIST) ~ egos o a • • • • s cum ETEWASO
.A -- SILL STOOL go•••s •i•ge• g •
.. o . • P•s • BY OTHERS ALTERNATE PRECAST BILL DETAIL o • • • • •
o . •• • �? • ?� . • w . �•';' o o P . . o P . —{ a FRAME MASONRY) A UPDATED PER NEW FBC REMOWEN1S 0 7108 • •
• • e • • • • • USE SOLID WOOD SUPPORT
P• t• ,� Pa P,,A• Pa P +P P: .a = • p �-'- TO MAKE Bn.L. LEVEL gg gg • g. • •i•i•
• •r.... p . • • • •• •• a
MIN. ) BY OTHERS L RO
ZZ
4 ••og• > b•
1 e (�? S.W. S W 44TH AVENUE • • • • •
LX)NCRETE7NIASONRY
BY OTHERS (MRN. EDGE DET.) �,. ,,,• ��• ..r., R.. -n� FLORDA34474 • • •
a TION ANCHOR THRU FRA14 IIETRIL- LARG�fJDS9i.T•1MP = • • • • •
VERTICAL SECTION - , r a • • r ..: M vOdASIEMENT BAT • Q1 8 •
\4J FRAME MASONRY) P cam• ° • H' OLD s • ^,• ` : �0 NTS " cWS -161
TI MFOiOtALIQY COMAWFA IN7FMS pRNNpJCiS TH£SOL£PROPERLY OF C, rsit e
1MnQ10N7 SYSTEMS. M ANY REPROMCTMN a PARTOR ASAWHOLE uwlrrow_ FL P.E tJQ:62514 ,' • e o ''' A 7 OF 8
WRIREN PERWS90N OF CUSTOMWNDOWSYs1E/AS. R+c ISPROM8RE0. -
4
s
L1li INSTALLATION ANCHOR,
(MIN. EMBEDMENT) 98 WOOD SCREW
SHEATHING
BY OTHERS
CAULK WHLIND FIN a
BY INSTALLER
2 BY WOOD
EXTl7tIOR FlN9SH ,� 4 2 BY WOOD BUCK BY OTHERS
BY OTHERS p BY OTHERS — 114' MAX. SHIM
. (SEE NOTE 2 A 3 ON SHTi. 2)
PERIMETER CAULK •
BY INSTALLER 114STALLATION �$r CfiON.
M WOOD SCREW
%UWW WRAP
BYBYlN.STALLER '- -
714' MAX SHIM
(SEE NOTE 2&3ONSHT.M tt2•
17a1
WINDOW FRMm [ 1
HEAD '
d• ,i•�
SHEATt•81V13 It 4 s o
BY OTHERS ' r.
EXTERIOR FINISH
BY OTHERS WWDDW WRAP
BY INSTALLER
CAULK BEHIND FIN rERB+AETER CAULK BY INSTA 13Y 9- WAI
WINDOW FRAME
aILL • H1oRIZONTAL SECTION
FlN (WOOD}
V4• MAX SHIM see*
4SEEkVM263ONSHT.2) • •
WIHIDOW WRAP •
• •0•• 8888••
BY DWALLER •K.r _ - - - • • • • • • • •
PERIMETER CAULK ;' • • 0:00 • • • • • •
BY INSTALLER '•� 2 BY WOOD SUCK 0 0.0.9 • • • • • •
BY OTHERS • •
CAULK BEHIND FIN �; 8 4099 • •
:
BY INSTALLER i �.� #a 08 VV WOOD SCR EW ANCHO LAl1C R • • 9 9 • • • • • 9 • :0040:
EXTERIOR FINISH o• A UPDATED PER NEW FBC RE®V M1 07107M
�ITS • • � � • •
BYOTHERS --- 4411 s •� • 9.09.
s RS WK EMBE DMENT) �>,� _ •••9•• •
S.W. 44TH AVENUE • • • 0'9 •
FLORIDA 34474 • 9 • • • 0 .0 • •
VERTICAL SECTION .::.,�.. o :;, s a = ^' •' -�= ••' "o `} •
FIN MOM Z T �: , gLLATION ANCHOR FIN D MJL - LORGE M WLE ACT • • • 0 • •
a r c• . • . • :e •c ': PVC CASEMENT BAT •7ST •
PROPRETARYAND CONFMEHTAL e ' . 8400 n- #. NTS CiW -161
MEPffOR MW COMNNED IN THM DRQVM IS TAN :SOLE Or i.R� LOMA6. - y .
VANDOWSYSrBS.wc ANY RSPR00 TMIN PART ORASA Fl RL�rNOE21s7t .•� ` A 8OF8
NlRITTEN PER1A55{ON OF COBTOMYNNDOWSYST1J46. is a '
e .'3 ' l ei 14
k•400 C OQ ,, . V..
• �oft tits ;yii +���
9 '
t
Florida Building Code Online
• •••Page 1 of 3
0 ••
BCIS Home ,I Log In I user egistratlon Hot Toplcs Submit Surcharge I Stats & Facts I Publications I FBC Starr I BCIS Slta Map Unks I Search I
j Product A ••• • ..
U59n; Public Use • • • • . • • • : •: •
i ••• ••
Protlutt Aocroval Mane > Plgduct or AR{Z — cstlon Search s Aonll atlan t =t > Application Detell
a c
FL # 7067 -R3
Application Type Revision I
Code Version 2007 i
Appiicatlon Status Approved
f P Comments
Archlved (-
Product Manufacturer Custom Window Systems, Inc.
Address /Phone / Emall 1900 SW 44th Avenue
Ocala, FL 34474
(352)'368 -6922 Ext 207
mlefevre @cws.cc
Authorized Signature Michael LaFevre
mlafevre @cws.cc
Technical Representa Ive Michael LaFevre #'#
Address /Phone /Email 1900 SW 44th Avenue
Ocala, FL 34474
4 (352) 368 -6922 Fxt 207.
i MLaFevre @cws.cc.
r
I
Quality Assurance Re' resentative Ralph Emminger ##
Address /Phone /Email 1900 SW 44th Avenue
Custom Wlndow'Systems, Inc.
Ocala, FL 34474
(352)368 -6922 Ext208
Ralph @cws.cc
Category ows
Subcategory i Horizontal Slider
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
k Evaluation Report - Hardcopy Received
• I
Florida Engineer or Ar, hltect Name who Roberto Lomas
developed the Evalua on Report
Florida License
1 PE -62514
Quality Assurance Ent)Ity Keystone dertlflcatlons, Inc.
Quality Assurance Contract Expiration Date 12/31/2010
Validated By I Steven M. Urich, PE
I L Validation Checklist - Hardcopy Received
Certificate of Independence F 17062 R3 COI 510485A (�Y&LBgp H�-RZOp Im c
I XO 74x54).Pddf.
I
Referenced Standard and Year (of Standard) Standar year
AAMA /101iI.S.2 -97 1997
1 AAMA /W DMA /10 1/I.S.2/A440 -05 2005
I .
Florida Building Code Online
• •• •• • Page 2 of 3
ASTM E1886 -V s ee • ••• • • 2002
ASTM E1996 s • •� • •• •e 2002
PA/TAS201 /2%% • :• ••� • ••0 1994
Equivalence of Product Standards •. . • • ••
Certified By . •
Sections From the Coc e • • • • 000 • •
Product Approval Met • od Method 10ption D
Date Submitted 12/19/2008 ,
Date Validated 12/2912008
Date Pending FBC Ap royal 01/0812009
Date Approved 02/03/2009
S ur n=ary of Produ is
L # Model Number or Name Description
710167.11 Slider HS- 8200:VIn I Horizontal Slider Im act 74x54 XO
ImI f Use Installation Instructions
proved for use. n HVHZ: Yes FL7067 R3 II s-157A (HS -8200 Impact) pdf
Approved for use Outside HVHZ :.Yes FL7067 .113 II DuPont PVB NOA 05 -1208_ 02.pd
Impact Resistant: es 7nfj7 -R3 II Mlkron NOA 06 -1220 01.pdf
Design Pressure: 60/ -60 Verified By: Roberto Lomas 62514
Other: Large 'Missile , 74x54, DP +1 60 psf, (Impact). Created ;by Independent Third Party: Yes
Evaluation Reports
F1 7067 ;R3 AE 510485A Orval Rep HS - 8200 Imoact
XO 74x54).pdf
Created by Independent Third Party: Yes
7067.2 HS- 8200 Vinyl Horizontal Slider • HS- 82001Vlnyl Horizontal Slider, Impact, iii" x 63 ",
XOX
Limits of Use Installation Instructions
Approved for use I HVHZ: Yes FI 7067 R3 II CWS -232A (HS -8200 Impact XOX) od
Approved for use outslde HVHZ: Yes FL7067 113 II DuPont PVB NOA 05 - 02 pdf
Impact Reslstant:lYes F17067 R3 TI DuPont SGP NOA 07- 1116 -04.0
Design Pressure: �60/ -60 FL7067 IR3 II Mikron NOA 06- 122�pdf
Other: Large Mlssli , 111" x 63 ", XOX, +/- 60 psf.. Verified By: Roberto Lomas 62514
-Created by Independent Third Party: Yes
Evaluation. Reports
FL7067 R3 AE 5104878 CE al Rep HS - 8200 Impact
X_OX 11163),01!
Created by Independent Third Party: Yes
L v U2 HS - 8200 Vinyl Horizontal Slider HS -8200 vinyl Horizontal Slider Impact w/ Alum. MR.
IM act
f Use i instructions
ed. for use In HVHZ: Yes pL7067 'R3 II WS 1 86A (HG 8200 Impact 72x63) pdf
ed for use utside HVHZ: Yes FI 70(z7_•R3_II DuPont PVB NOA OS -1208 o2.g_df
Resistant 1 4 1 Yes F 7062 R3 11 Mikron NOA Q6 -1220 01.odf
Pressure: +60/ - 60 Verified By: Roberto Lomas 6 2514
Large Mlssl* 72" x 63 ", DP = a/- 60 psf, AI: ' Created Eby Independent Third Party: Yes
ation Reports
i'
FL70E R3 AE 5IQ486A (Eval Rep H5-8200I111124 ct
U XO 72x63).pdf
I, Created by Independent Third Pa : Yes
• � 9adt Next
I
i
nca Adminl "tratlon
Dapartment of ComnlualtyANatra
1 Florida Building code online
Codes andStandards
2555 shumard Oak aOnieVBrd
Tallahassee, Plorlda 31399 -1100
(850) 487 -1824, Fax (850) 414 -8436
® 2000 -2005 The State or Florlda. All rights reserved. coovrlaht and DISC10101
Product Approval Accepts:
Mori& Building Code Online I :• .: ,• •� ... Page 3 of 3
I •
.. . ••.
KstldllOn • • • • • • ' •
- I - seeurnd g • ,�Y _ • • • • • •
i v[air»
• • • • •
I
I
I '
I '
I
i
I
I
I
I
• I .
1 '
• I
I
I
i
. I
I
I i
I
. I
b
q
I .
I'
I
1
I
I
I
I
I
I
1
EngVeedmg alwatlon deport
L. Roberto Lomas l'.E: ... • 4n • • . • •
1432 Woodford Rd. I •�' i. RVjort•N&. •1510 ;
Clemmons, NC 27012 • • •
336 -945 -9695 1
C 0 00 0 00 09
t
Manufacturer: Custom Wlndow!Systems •• .: : ; ;•• �• •
19008.1?V.44`hAvenue •••: i i ••• i i i• •••
Ocala, FL 34474
Product Line: 8200 PVC Horizo tat Slider •- Impact resistant ,
Comp /lance:
The above mentioned product has sen evaluated for compliance with the requirements of the Florida Department of
Community Affairs for Statewide A ptance per Rule 913- 72.070 method 1(d). The product listed herein compiles vwith
the 2007 Florida Suliding Code,
Product dsscriptlon: horizontal SI der, impact resistant made of white rigid PVC. Frame and.ective sash were of
welded mitered corner construction.
Supporting Technicai Documentation:
1. Approval document: drawing number CWS -167 Revision A, dated 0611012008 sheet 1 of 8, titled 8200 PVC
Horizontal Slider, prepared, signed and sealed by L. Roberto Lomas P.E•
2, Test reports:
a) Report No.: NCTI 210 - 3167 -1, signed by Gerard J. Ferrara P.E.'
National Certified Testing Laboratories
TAS 201 -94 Large Missile Impact Test
TAB 202 -94 Uniform Static Air Pressure, 07.5 psf design pressure, 7.75 psf water Infiltration
TAB 203-94 Cyclic Pressure Loading *60.0 pat design pressure
b) Report No.: NCT 210-3167-18, slgned by Gerard 1 Ferrara P.E
National Certified I esting Laboratories
ASTM IS 1856 -02 jand.ASTM E1 gg6
ASTM E 1886/E 1 Large Missile Impact Test, Level D, Wind Zone 4
ASTM E 18861E 1,996 Cyclic Load Test, 00.0 psf design pressure
AAMA/NWWDA 101/I:S.2 -97
Design Pressure. , I X60 oaf
Water penetration!: resistance 7,75 psf '
3. Anchor calculations, reportinumber 510153A, prepared, signed and sealed by L. Roberto Lomas P.E.
Limitations and Conditions of u4: t
• Maximum design pressure *60'psf '
• Maximum unit 61m: • I , 74' x 54"
• Maximum D.L.O.: �33 3/16' x 49 13/1 W
• Units must be glazed with VV IGU consisting of outboard Ilte 1/8' Ann —Air -5116° laminated Inboard lita
consisting of: 1/8' Ann — .0 0' Dupont Butaeite PVB Interiayer - 1/9' Ann., per ASTM E 1300.
• DuPont Butacite PVS lnterl yer per NOA 08- '1208.02
• This product Is rated to be used In the HVHZ. -
• This product is impact resli tant and does not require impact protection in wind home debris regions.
• Frame material to be white dgld PVC per NOA 06- 1220.01
Installation:
• Units must be Installed In a6cordahce with approval document, OWS -157 Revision A.
t�
Cerirf eatlon of Independence: I:
Please note that I don't have nor wll acquire a financial Interest in any company manufacturing or distributing the
product(s)'for which this report Is being Issued. Also, I don't hat o i1or will acquire a financial interest in any other entity
Involved In the approval process of t e listed produ J;
A . •• t e.. `��� c, R. LOS, /i
6 ?
W 6 U
' ! Luls R. Lomas, P.E. ��i�S /0Npj
1 of 1 FL Na.: 82514 / "/ /Illultltt
,'• "� /'.� ' *," 07/15/2008
HORIZONTAL SLIDER ELEVAT10N (LARGE MISSILE IMPACT) PVC IMPAC R o IREMENT:
1. THE PRODUCT SHOWN HEaE1N IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA
SULDING CORE, CURRENT E XI=
751 7- GLAZING OPTIONS: (SEE SHEET 3)
MA OVERALL 3. CONFIGURATiONS:'OtX' OR'X)Cr
FLANGE WIDTH
m" UNR Wom a. DESIGN PRESSURE RATINGS (SEE SHEETS 3)
- NEGATIVE DESIGN LOADS BASEDON, TESTED PRESSURE AND (LASS TABLES AS= E 1306.
A6117' - POSITIVE DESIGN LOADS BASED 6K TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE
MAX, WIDTH AND GLASS TABLES ASTLI E 133M
S. ANCHORAGE THE 331&% STRESS INCREASE HAS NOT SEEN USED IN THE DESIGN OF THIS
PRODUCT_ SEE SHEET 8.8 FOR ANCIOR DETAIL
- _ - - - - - — - - - - - - - - - 6 SYltJ1 TERS ARE NOT REQUIRED -- — — - - - _ --
7. ALL FRAMES AND VENTS ARE FULLY WELDED. SMALL JOINT SEAM SEALER USED AT' FIXED hEMING
PAL AND.tAMEL
OVERALL t B. REFERENCE TEST REPORTS:
HFIGI-IT a-y HORIZONTAL SLIDE - ar. 1B,tr -n- 216.3167 -1
4913n t V a 8. SERIES 1 MODEL DESIGNA.TMN HSS200.
GLASS
OLD
11L WOOD BUCK OR SLIID FRAMING TO BE DESIGNED AND ANCHORED TO PROPER LYTRANSFER ALL
B4 d LOADS TO STRUCTURE. Bt= OR FROOM IS THE RESPONSIBILITY OF THE ARCHITECT OR
►WAX. ENGINEER OF RECORD.
Lbw
Hemfr 11. THE DESXCMTION XAND O STAND FOR THE FOLLOWING: X - OPETABLE SASH. 0 a FIXED SASH
SECTION CAL LOUTS FROMO/X ELEVATION APPLY TO ALL ELEVATIONS IN A SWIILAR LOCAT ION.
233M6 332ns:
GLASS DLO GLASS DLO
so *so* 060000
A UPDATED PER NEW F8LISQUWafE fTS • • q! 7M •
.: o t W¢1DOWSYSTEMtS •••• i •••• i
t' _ S.W. 44TH AVENUE • • • • • •
TABLE OF CONTENTS t�� .t; i� _ . OI�LA, FLORIDA 34474 • • • • • • • • • •
GENERAL NOTES b ELEVATI —1 ° °� H? �° •
o RRl NOTES 6 EL AR IONSr LAR PA **:*a
ANCHOR SCHEDULE AND NOTES.. -_ _ Z �' � _ - :. c
DESIGN PRESSURES 6 GLAZIN a iw ° SAT 71182008 • • • • •
SECTIONS & ALT. FRAM 4 f n ^ t� 9" PVC HORIZ SLIDE • •
EXTRUS IONS 8 BILL OF MATERIALS_. -.. 5 A » LOBEFjYO $20U
p7ARYA1�00NFlOHdMt r • S "CWS - 15/ •
INSTALLATION DETAt a .._6 - 8 'ME vmwArcv mvrmm wTm wuwrm is Tk* saw PMSOt ntt FL P.E . £2514 r , y
wj �WW SyS7p. b1
G. W W PMT DR AS A WHOLE • 'y . o A • 1 OF 8 • • • • • •
WWTSN P6Wt5.4@I OF MSTOW WNDOW MSM W .IS PPOH6DED:
ca
•es:• .'2t i1t0� :.
OL
SEE NOTE 2 <- MAX P-M MAOt O.C. SEE JwOTE B
E MAX (IYPI MAX O.C. .
47 &V)LrrYP)
b: MAK
8'
MA4 O. C.
• MAX
- - - - - - - —Q -- - -- - - -- TTY - -
- - _
ANCHOR PAYOUT ftRRtdGEI ANCHO LAYOUT -IF
IHRD FilAYE6Q81 7t67t)NNLK7 R INt FDl (WaLIDOPE69i81
TIM: .
MALL ONE ANCHOR AT EACH WrALLATION LOCA
SMM AS RED'D AT EACH SET OF U 6S•AuATKON ANCMRS USING LOAD BEAR= SHIMS• MAX• ALLOWABLE SHIM STACK TO BE V4'. USE SHIMS
THERE SPACE GREATER THAN 1118' 5 PRESENT.
LOAD BEARtNG SHIMS SHALL BE CONSTRUCM OF DEI�SffY PLASTIC OR BETTER WOOD SHIMS ARE NOT ALLOWED' - -
RAME OR THR tU BY WWOOD MASONRY BUCK I NTO MASON A MUN W EDGE DDISTANCE OF 2'W SHALL BE ACHIEVED. 1114" INTO MASONRY T FIR[I - -
M WOOD SCREW ANCHORS MUST BE OF SUFFICENT LENGTH TO ACHIEVEA MIN. EMBEDMENT OF 13W DJM 2 BY WOOD BUCK
#8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIX EMBEI)MENT OF I VZ' INTO 2 By WOOD BUCK FOR FIN • • • •
•
NSTALLATION
• • •
. SEAL CORNERS W TTH SMALL J08•TT SEAM SEALANL A UPDA7H] PER NEW F8C 07ID7(08 •
.ALL INSTALLATION ANCHORS MUST SE MADE OF ACORROSION RESISTANT.MATBUAL OR C OA T ING ' �' a ell, ; ; ;F ! f • • • • • • • • i •
INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MAMJFACTURER S pVSTALLATiON INSTRUCTTGNS, AND ANCH RS SHALL ,' �.. � y • • •
IOT BE USED 8N SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH
SPECIFIED BELOW.ti. ti - , q.}T}i AVENUE • • • • • • • • • • • •
�.' I...-- 34474 ••••
' � • �••••• •
0. INSTALLATION ANCHORCAPACiT1ES FOR PAODUOTS HEREINARE BASED ON SUBSTRATE MATERIAL WITH THE FQU OWING PROPf31T1ES: •.: y >�C.I s • • • • •
A WOOD - MINIMUM SPECIFIC GRAVITY OF 0U.42 42 M • SCHEDULE E,A�
�A
B. CONCRETE - MINIMUM COMPRESSNE STRENGTH OF 2200 PSL - a '• _
C. MASONRY - STRENGTH CONFORMANCE TO ASTM CAU• GRADE N TYPE' (OR GREATER) —• • 4' n Ye L i66# -, SLID • • BAT d/1 OS ......
rEPOUR LA7=NCONTA*EDAITMDFAWMISMiESOLE PRDPER'IY CF CI�TOM VX ` - ^""° " vim »: •
wnoow sysTs. wG Aur tPnooucriaN w PART as ns A WHOLP wRHON T7E :. RL�I' L NO.6251{ cam, _ �. e % . A ;• •p0F 8 •
,varrlEN rER>ca7oN oP C[- Ww W ssTas. N+G 6 PROtiletfE y k - , c • • • • • •
�' >84 ,�cR�,!.�" q �[ �i •- • ••• •••• • • oe
e*l .�'w �• "'p.. T ••• • •
oo �� •>
ago*
Mt)DLAARSTIES (uNrrwv6oW smii)
FMGHT(IN) ,
VTD'IH ()(N) GLASS ME 177/8 291/2 311/2 35 112 39 U2 41 lh 431/2 47 Ill 54
243/4 A,B +601 -60 +60/-W +60/-60 +601 -60 +601 -60 +601 -60 +601 -60 +60t -60 +601 -60
27112 A,B +601 -60 +60160 +60 /-60 +601 -60 +60/ -60 +60/-60 +601-60 +601 -60 +6090
29112 A,B _ +6Q'-60 +601 -60 +60160 +-601 -60 +601 -6U +60 %60 +601 -60 +601-60 +
31 la AB +601 -60 +601 -60 + 601 -60 4601 -60 +60t -60 +501 -60 +60 %60 +601 -60 +-60%60
35 L/2 A;B 1601- -60 4.60140 '+601 -60 +601 -60 4 --60 -1 +6040 +6W - +601
391£2 A.B +601 -60 +601 -60 +601 -60 '•f- 601-60 +60t -60 +601 -60 4601 -60 +601 -60 +601.60
41 la AB +601 -60 ' +601-60 +601 -60 +60/ -60 +60t -60 +601 -60 +60t -60 +601-110 4601-60
_ 213112 _ _ A,I3 - - 470/10 - +60l -64 -!•601 -60 - - - - - - - - - - - - -
- - E•60t -60 +60! -60 +fi0 %60- tb01 -60 . - - 46UNG0' •1- 60/-60 - -
.47 M A,B .+601 -60 4601 -60 +601-60 +601 -60 +60/-60 +601-(10 +601 -60 - F60t -60. +W-%
5111.! A,B +60/ -60 F601 -ba 4601 -60 +601 -60 +601 -60 +601 -60 +60,460 F60160 +60160
74 A,B +601 -60 1 +601 -60 1 +601-60 +601 -60 +60t -60 +601-60 •!-60/-60 +601;60 4W--60
COMMOMYSIM (W-TW)
HgGHT(IM
W1'JfYM (QSI) GLASS WFE 1918 383/9 50 5/8 55114
AB +601 -60 !60%60 01-60 +601 -60 '
2811: A,B +60160. -1.601 -60 4- 601 -60 -!6011 -60
A,B +601 -60 1-60 )j - +601-60 +601 -60
3311 A,B 460! -60 I -60 +601- +601-60..
7 A,B +60!40 +60t -60 76Oh60 +60160
W ANNEALED CUSS V6' TEAIPE MAss
916' AIR SPACE 916' AM SPACE
916• LM24ATED 916' WAMTED
W ANNEALED GLASS 1la' ANNEALED GLASS NOTE:
DUPONT' PV8OMMAYER = DUPONtM RNTE3LAYEI IF SIZE WENDED IS IOTSHOWN, • • • •
V8' ANNEALED GLASS VW ANNEALED MASS USENEIRI AR{3ER SQE • • •
A UPDATED PEA NEW FBCA U( 07/07![18 • • • • • -
•
•
SSTEZ
GLASS GLASS r" ` t �.: e , f�=' . W VEME • • • • • • • • • • • i
WE h ^S• ••• •
BITE � _ FLORIDA. 34474 *00
• • • •
GLASS TIDE A GLASS TYPE 8 �"� j"4 • • • • • •
P CHART & GLAZING - LE IMfi404 • • • •
° •••••
C HCIRIZ SLIDE BAT
PROPM AY ErA AND COlGIDBMAL .EL • • t1 8 • • • • • •
T 90%womTICW CCWAPQM w 7M DRAW NG M THSSDLE PACremr oc q ' "L pCa • • S "
•
HE CWS-1 S/
•
WWMWSYSTB4.1+—MYAEPAO=nDNMPAFCr ORASAWHOLEVMOUT TIE • R- PE.t :6251 8.100 •
WRITTEN PEAUWX)N OF CUSTOM WVWW SYSTEW. NC. IS PnaaecrEa. • : '� •; A 6 OF 8 • • • • t •
L"Twum
7 s
INTERIOR
1
C 1 D
1 1 .
10 1
EKTER R 1
� -I
3 - 1
PEAL VERTICAL SECT ON - ' - - • _ - • - _ _ - - B _ - - - _ 4
.4. " - NTTTE gCMFVEOLREOUTAWAY - -' — _ - ,� _ - OVB§1LL FL4MM WIDTH
TYP)CAL HCfltrANTAL SE1;TIGN
EXTER10p IhtTERIQFj 4 IDTF- LEFT ffa m ULU AW Y,
MGhT Z* X3 -
rvETiALL LNIT -
4AME HHC;fR WALT HOOKSPACM
InGHr �r I) JAMS HOOKS:
} A) C FROM WT EOGETO EDGE OP HOOK
D 1 B) A HH16H= BCBff &IEDIFLMHBMUISGHEATERTRMOREQUAL
t
SEE G{ASS TYPE • 21 SASH CATCR
DETAIL5HT.3 A)2- 12`RT0 USKCORKIMTOEDGEOFCATCH,
ATH= CATCH M CB+IIF a W SASH IFLU THaGHT'IS GREATER
1 i THAN OR BMIALTO35 3t4 . SASH AM FRAMEROOKS ARE TO ALIGN
WIT101 U4'.
t
DETAIL D
{JAMB UPACT HOOKS)
2 WACT HOOK SPACM:
FMM L2NI•EOGE TO EDGE OF HCOL
1 8) A7HMHDOKLSCBRERED! FLWWMMISGREATERTHANOREMXT0613 r4 '.
C) WNER HOOK 37A' FROM EDGE OF LITG RAH.
a 1mTS a +arr,uwtY N �LTERNA3E AN FRAME 21 SASH CATCR
A) 2- 12' FR0M5ASHCD*lERT0WM.0FCATCK
8) ATHRO CATCH ISCQJTMONSASHIPDNITWIDTHISGREATER
. THAN OR MW& 61 3!4 . WH AND FRAW YDOKS ARETO MIM MT FHN va`. • • • • •
� + 0000 0000••
A LPDATED PER NEW FEC"WREME14TS • • p7/07= •
• 0000•• �� �
0000
• �- /1i1 • ••
a` � 0000•• • •
WfNDOW SYSIBJSS 000*
• • • • • i
DI fTEMS 22 27.29 36 47.42 ti , - ` , 900 S.W.
E 4dTH AVENUE • • • • • •
5n. 53, AND 54 ARE USED BBUT • • • •
()C
• AtA FLORIDA 34474 .... • • • • • • •
NOT SHOWN FOR CLARTIY. DETAIL C
(HEAD IMPACT HOOKS) 4 , �
WENS 4 ALTETjNATE�W Fl.4ME - t UdPAGT • • • •
SLID
BAT 7!62008 • • • • •
pROPfsETAAY JJn cOftEIDSliW. t
e
v - 8200 ♦TTS CWS -157
TH ••
E INFORLLlT10V 0=A*2ED N THE ORAWM M nESOLE PROPERTY OF VlsTO L ROE}ERT ( ,
WMOW SYSTB4C v$. ANY REPR=CTX)N W PART ON AS A WMCIE WMOJT11M FL P� NC. 52511 • c: • • • • • i i
WRRI N•
EN PERuwm OF cusTom WDIDOsYSTE7.t5. w- m PROH3ff . . • 1. A g OF 8
• • •.t. t ...v4 ...'.�: -' ••f as • •• 0 000• •
• - ,.r �. 1. . � •��• • � i
' �� r `. •i: !•' `. 0000
rm x Pert a Dmcripauu 3 tra- -- I SASH CORNER FRAME I CQRNER
I H- 6f%111 I Wain R- SF{ wAl;-FVQ Head Sue• 7 - CONSTRUCTION CON5TRUCTION
2 H-6031 Main Fr_ SR w/R7- PYG Sa Z alts
3 H•6031 Mein R_ SK w/Rp., WC. L& 1 2 3 d I
4 H it Mein Fr- SK w/Fia., PVC, FL JL
5 k800t MoeLRAF Fxd • \
1518'
c 5.1499 Raird.Fxd RR 211116 39118'
7 H-6W 5eehMeet. Flat. WC
E 1.1497 %w. -Rwkt Vx& % COMM COANER WWE.OgI WELD
7 14-m Sash BOtlom Flat. PVC ISSR for PSI (All SIDES?
10 5-1498 Ben".S- BIVS.S.F3Fes. ..,� �. PVC SASH MTG. RAL -6027 (p(j -c�ES)
11 tt.eo Sash ScletTopmoL Rai PVC FRAME. FLANGE -6031 FD s? L
12 SAM Fbhar,trzzlc, • PVC FRAME FIN -6026 WITH twT>= �RFaAlne
t3 S-6015 017- Sd, 2WX-xd- Heir
l4 5-6016 (Ar- ed- W4',Fxd, Vert.
Fs S-6als tkz. ad. 3t4'.8ssh, RV'-' -
l6 S•6M6 M ed.3l- { Vat - ^ 1 t3t16
L7 6-6013 San Adapt, e/Nb. PVG hair- I&8' .
Is 5601 San. Adapt., PVq Vert. 1 rte 9
20 StSb Fratre Catah..Fa� PVC I-S SASH MTG. RAIL -1497
z1 s-t-556 sash Cmxtr, wr. »I - t Inc- 1 � (, ALUM. REINF. 6063 -T6
2z 5 -150•a A -m- PVCF'D(ED MTG. MAIL -6001'
R3t30{ Floler.Tandern PVC SASH TOI'lBTM RAIL -6004 PVC SASH StESERAfL -6028
24 83763 Ux*,hpaCL WC
25 83784 lKeeper, l+pwt WO
2fi P-32t5 mAevpCvwwlpgp EV
893
27 P-3 Reid.F'Iate.FAR t1lT -1 3w .
Zs P-3429 st0., 0270 x .tS7 back FvZwil, Gray E AA
zs 83765 86 x 2A00 Ph FF[ sas 3B' �— PVC GLAZING BEAD -607 a
30 5-1112 �F^0 Bead ROLLER TRACK -1678 t tla-
3l P•37M 88x0.625 FaPHEMS SASH IMPACT HOOK -15$6 -FIXED MTG. RAIL -1499 S-SRJS.S.R. -1498
37 A405I 68x 1250 FhRtTEK WFd. ALUM. 5063-T6 ALUM, 6063 -T6 ALUM. REINF. 6063 -T6 ALUM. RfiJNF.6063 -T6 t
33 P•VA&WW 96 s 6.625 Otmd FHTEK Nz
34 P -31310 6tt) VW wl Flo Rase, 350 H0h
35 P-3531 #8x2W Screw. FramaitpactHook 1l16'
3+ts 1 � • wig 1 �'~} PVC SCREEN CATCH -6013
36 R33Q Swlw SU -53N � �
37 P•375Z Can RIO. Vr Fhle d:
83436 - - PVC SCREEN SUPPORT - - -
J9 Fa436 -i Max.TrOSeavw
4a R3352 Set. Btc.95txr, u "xswvZLO A1iCHOR CLIP, P -3780 ' FRAME itr1IRACTHOOK- -1577 711 r '1>
41 83739 Hs- 6moc�oirFCa�t�aF.hFr'Tan.h�ot ALUMINUM 6063 -T6 AWM. 6063 -T6 (HS HEAD) _C
43 R3S1 bL 0094 � SCREW SU - 3113
43 R96t3 t3vSLbL(iogo} '
44 cshss,Faed tns-- - - 2sns 3r8' '516, ••••
45 Goss. sa,a A UPDATED PER NEW IRE.NIEIV'I3� •. D7107A8 ......
45 83281 Spec. txmaseat Rxed y4 .
47 P-ml Spaoer.Dumseat,Sash iUl • •
216 sawn Frame. HoAr- - i 1 v4' J _ it1' 1- ..... • •. • 0 �
4s P-3 ; • •
� /' ff 414 •
49 P3218 Saemt F'sanve, Vert L , r ti• WNAOY! SYSTFiALS • •.::. , • • • •
50 P-3= Saean Rama Carver Kev FRAME IMPACT HOOK I 90D S.W. 44TH AVENUE •
l ,
t a "r
` PLAN VIEW OF ANCHOR CUP ALUM. 6063 -T6 (HS J b � ., = � ocnia FLORMA 34474 •' • • • � 0 • • • • • •
s t 83531 Screen Ooar. 16 x 16 a
52 R3z19 scremr Spina,.t55 'y � t • �.:1 -., .,, - . •••• •
57 Calch F
83029 Screen Put Taa a E%TAILSMQ t 8.0 MISS OF O.fPAGT • • • •
5d P-mm Saeen Sp&v. s5 OTE: REM 191S NO USED N THIS PRODUCT s ' r , a, •' ^� E s . .I IC -fORIZ SLIDE - BAT •
5s q ('1512068 •: • • .
S-t577 Franz: , tad.PVGHB P80PR7E'tutYN C0WWMM t %' , ' �- i� ��.``•� 1 y - i G - >v
55 5 Reid. S.6.RISS.Ft Vert. THE T4FM"TCN CONTAWE6 N TtMDMWM r3 McSCLE PRcpevy te==CA ...•}L R06ERT0 l _:. 8210 NTS CWS 15'
sa 83713 screw Suoporl WC wwMwSTEM•MAN ' �NPARTOR/VA R' fZNO'62514 e t L p A SOFe
wRaTEN PS"SSION OF MWOM WOMW 8"TaA& iNO.O PRpFlsDtiE6. •
_ •
m �' ' te a p'- •',t.A''n'•�r s,?,.ti •• • ••••••
•F�tl�I {y:i:.
LyS — U6 MAX. SHIM
pmN EFhBEDtrsc�Ii( I r(SEENOTEZ&3ONSHT . z)
p ,�, • (SEE NOTE 2 & 3 ON SHT, Z. ( EMBEDMENT)
• a+
ANC HM . 4y I A A
aP' • �`. ANCHOR A ` A• iNSTALLAT)ON0
(IAIN. EDGE DiST.) • A ` + BYS'TAL ATION ANA CLIP . . A SID WOOD ANCHOR
CAULK BETWEEN BUCK ° r ° a 3lIB'DIA.LIASONRY ANCHOR y ►
AND OPENWGBY OTHERS - . N n a
BYWOODBUCK °
CONCRETEWASONRY 2 + + BY OTHERS • n y DAN OPENI By OTHERS
RS W
BYOTHEL-EDGF:D- h ' a y ;o
D A�p Y
AA
.
u• b y yd D • +b «a➢ 1116' a� . y P B OTFS
. +o - y y r D. ► El3H A
J.
_ • +1y +i CONC ,�� Ls � t — .u. - • n
BY ONRY
MASONRY
BTKERS to a.6DW T'RAIdE o ' dA
�CrER1OR Ram a n
4 a JA B70W FAAIdE
y
3Y OTHERS SAS' MAX SF-BFI • , •. JA M � PEWFAETEi CAULK � ` � � 4
(SEE NOTE 2 S 3 ON SHt.2) �WOP� BY WSTALLEi •
0 eo P6TEARALRK • pCTgyORFlMSTi
R CAULK T BY W000 BUCK , � 13`f OWALLER BY OTHERS
WSTAUFR BY-OTHERS aOTHERS n im1 FW>SFI . .
• � O'Tf1FAS HOR!'LONTAL SECTION
C ROR2QMfALSEC'AON CUP (WOOD)
f�P (6dASONNYy
wamw [TiAME WSTALLATIDNANCHOR, NSTALLAT04ANCHOR,
HEAD 3TI a- DUL MASONRY ANCHOR WRM W FRAME 2nw mk MASONRY ANCHOR.
SILL
' (s MAIL 2& .
I CAMK 14, w - SHIM
PE N SHT.2)
BY WrALLER
NSTAt1ATTONANCHOP. .
SfIS'1 tk MASONRY ANCHDTL EXTERCR RNtSfi _
WNDOW FRAME 3YOTHEA9 p . r • r , r pr . r • ¢.
SILL ANCHOR
CLIP 6 , r - *..r0 r . �D r - rp sp (i D 1tr6• - - •••••
C •
RVETER CAULK P - ► .A r r A - r A r A D + a A p by . a L EMBEDMBaCD i • • • • • • • • • • • • • •
B15TALLER IW MAX SHAd p* P ' A+ ' yr ` D . i A . i ' Ar p • ► b • • • . • • . • • • •
DTHERS b - b- r ••••••
(S�1d07E2fi30NSHT .* ♦ pA . «.A � •• • ••••••
•
-�.. CONCRCTaMASONRY • • • • • • •
' t BY WOOD BUCK BY amals (MBL EDGE DLSTa : 9000
. ► . ALTERNATE P RECAST SILL DETAIL
BY OTHERS A Up1lATE� PER NEW 1tBC REOYIiR S • • 7ro7l06 • •
:• : P . CLIP (MASONFM
a+ , a.� a : i t � , a . �: , P; p� a` ; P • P � •,,. • � • • • •
Paa a•. , • P.A;P• p, "� ai a«ba P- a 1116' }�} Tl t111 a ^ ••:
FAN ••� •• :•: •••••
. P. . a �• • b a P • . a. EMBEDMENT) . •� _ • /.de3(GMAC • • • • • •
a. ` , i iPa a. ,� • • P. aP . �.�,, ( ` WT®OWSYSTEMS • ••••�
�i �P.a�•Pa •bra• y `� SsW.44TH AVENUE •••••• 0 •
A 34474 • •
pAig
RdIN. EDGE [riSTa `' � • � 00000
. M ` • :: LATIONANCHOI0WICLFa0ETATL -LAA lFIP
ACI
VERTICAL SECTION SAT 7/t5/2008 so**:
•6.
CLIP (MASOt<tRY) CONGRETFIMASONRf ! • s. ,�•*, -4 [ 1 a. •P!SB• }JTS HDRIZ SLI6E • •
s
r. a = . ' . -1!
BY OTHERS rRWRERRYAt81 ITAL • -'. :. a , _
Cw5
7H ENFQ0" TXWCarMMOdTMW 'XwmsW-
TSOLE PROPm ° FL•fEN0.b }4 V.LhimK A — T " " : 60FS
WNWW SYSTF3+3.NL ANY RFPPOOUG'tX7N WPART l7G PROFA9fIE�. .o •"''.a •..
pFVUCOrna OF CUSIdr WWDOW SYST@5. .- • "• +.. -
• ' .tom a yr:: � � ; `. � v'��
1 ByWOOD BUCK DRYWALL FN
OTHERS ,
O THERS BY BYOT"E (NOI.
M EMSEDUENTj OTHERS
CAULKBETWER18UCK ;
AND OF`ENSNG BY OTHERS ' r •..: 7. tW MAX SHIM NO 3 O SHT.2) • s +� :: � .
�
(SEE NOTE 2 & 3 ON SHT. 2) ::, ,,
CONCRETE MASONRY • yr CAULK UNDER SUM
BY OTHERS ~ ' a • a • CAVLK UNDER SCREW HEAD BYMTALLER I, > >
CDNCRET'EUASONRY i a HEAD BY04STALLER
BY OTTHERS . • ��NEOPRENEBACXED
MIAL LATION ANCRM
W5TAUATLONAN(3- lOR3r16DIA 010WOODAMMRW/ UASONRY SCR W wR,tEOPRENE ' • .
CALLKBETWEALBUCK BACKED WASHUTNFiJSCREW
Fa1WGBYOTHFRS SUPPORT. > •> LVASHFATHRU SC79EW
AND OP
i _P SUPPORT.
216- a�aA a A
(UK EDGE r • : � a ' . � A 2 BY WOOD M=
,••} � + BY OTHERS
3' (Mw.EDG DIST �' a • ►'
a ti•: •,.
.: . A • .. a >,
WINDOW FRAME i
11 /d' a• A . a A a ''• DRYWALL BY 't'i _ _ :•LOMB - - - - - _.- T'�r• A- - - • - - -
T.9Al. E"MBFEIMFNT} _OTHERS - - - -' - - - - W WDOW'FRAMIa : �•
'~ BY OT}{EfiS� _• r PF�iBAE1 CAULK JAMB
i By .
_ PERIbiE3'ER CA[II1C
t. t/4' BY MTA BY AvSTAt I FR CAULK BETWEEN SUCK
g, AND OPEVO�G SYOTHER5
XTERDOR MISH -- L By OTtais BY OTHERS
OrTEMORFIMM
Y OTHERS L
147' NA}t Si•0M HORQDNTJ'7L SECTION F�IDNTAL916;T1ON
3YWSTAt1ER (SEE NOTE 2LL3ON SM. 2) FAAaEE(MR�L•' 'T) - ('RAME(WD�}
SCREW FAO MrALL ATTOXAMC MR,371CDW
mom FRAME BY BaSTALS.FR - BACKED WASHER THRUTHRU SCREW
EAD S[rPOAT.
04SCALLAT OM AWAM 3T16• Mk WD=W FRAME CAULK UICM
MASM4M SMEW w WE OPMM BILL HEAD
BACKEDWASiiERTNRU SCREW ALLER.
SUPPORT.
MALLA'RON A=0M3ftS'DFA t+ERIMETER0Atltsc 114' MAXSHiM
MASONRY SCREW wINEDPFTB•LE BY MISTALLEA (SEE NOT52 83 ON SET.
BACKED WASHES T14RU SCREW
SUPPORT. MEMOIR FBS115t1 p . • ' r . • r r . r ` .
CAULK UNDER BY OTHERS ' r D . i . + D . b . 1>
BYNSTAL R r • r t� rD r - .. r • rA; wk. i Ile. - - - ••s•
NDDw FAAME H GFS SIRES X'.LFtsrALlCruRAt A ' ' a ` D D ► A A A D f 1 • • • • • • • • • • • so: •
OLIT BY OTHERS
�A'etEFT CAULK G : b s D « C *� r . i Ar r • ► . r * • • • #900
0
_ ..i D
06MALL.ER (mEMtJ�O 1EZd30NSHT.2) �• ' A A • r� rD " " •••:•• •••• i •••••
9111 G- •••••• •
y OTF R FOAM (BEE
EDGE DFST.) **Soso
Y f • :. + •` . o- ° i • r � ~ SS y ' SOTS ALTERNATE PRECAST 681 DF7AA A UPDATED PER MEW FtlC R, c 1 EMENTS• • • 17/08 • •
:• , w .P
E D FRAME WASON M • • • • •
.. , °'� , �P +D• • USE SOLID WOOD
> g aA.A• ,� , a° •� ` °• SllPPOATTOMAKE •••••• •
A ... P . StLL LEVEL. BY OTHERS - '• a .{ tG - • • • • • *0 • • • • •
AP• .1•P� A. P,a as •+ `'�, • =. L, — ,µ •• ••
•A♦
WLNDOW SYSTEMS • • • • • • • • •
P A' °a te °� °i "�'`•'� _ °' 6 `y _ S.W.44TNAVENUE •••••• • •
i ^ P , ' ° ► . ° • ° i 11W : l.� , +• ar , FLOALDA 34474 • • • •
SK Em bNCREIF /MI�SONRY (MOV EOGEOISTJ .� : -r "O ^° 'e'. 1NSTALIJITLONTHRUFF*MEDE
FY OTHERS 0000
fi0. - LARGE ACT
-
`.:+ •• BAT /152008
' y . •ABC HOFM SURE • • •
YERTTCALSECTION Tye a�aw+aAta�t+eaxravgv vn+nts a ofE's4 IF SiHi COMAS ,8200 NTS 157
FRAME tMASONRYI wu=W MT6A4, W—AW RaPSCV==N24 PA7is0R AS a �'9 FL P.E ts7514 i 'ti .,.,.: • • A 7 OF 8
wMT7EN pEm,_n=N cw cusrou wwarx sysr8.cr, ru. s PaewaFm:'
at
.. fTr `•t'.
' C
A
SHEATHBJG (ERIN. PMBt9N.ENl)
BY OTH
U$TALLATKIN ANCHOR,
mcrER? i FitdSH e Ltd WOOD SCREW
BY OTHERS ° •t. 2 BYWOdD BUCK
BY OTHERS .
114 MAX SHIM
BY PISTALLER e (BEE NSTE 2 d 3 ON SHL �
2 8Y WCOD BUCK
a
WWOOW WRAP BY OTHERS ' '
BYMTALIFA - - - - - - -
°� b INSTALIATIONANCHOR
PESMAET R CAULK A8 WCIOFSGAEW
BY =ALLER _
' � NOTE & 3 ON SHT.2) w1maw FRAME .
JAMB
(dAUtLHJ18EDM8d'[} '
FRAME
HEAD
SHEATHM
ErYOTHERS
EXTEFUOR FINISH ALLRA
SV OT TEAS BY
CJ4LflKBEHUtDFA! PERWETERCAULK
BY
BY WSTAU99 UYSTALIER
WLNDOW FRAME .
SII_L HOR26n SECTION
• • • •
• • • 0000 009000
W MAX S 63 ON SKr. 2) • • • 0 0 0 0
: 0 • •
CA= BEHWOFIN 0000•• •• • •
BY INSTALLER • • • • • 9 -
PERUAEfER CAULK °�� • • • • • • • • • • •
BY NSTA I FR • • •
2 BY WOOD BLIQC UPD ATED PER NEW FANWIREM DMI s E23
{ BYOTIlERS A 0000•
BY WTAl1AT ANCHOR. • • • • • • • • • •
ION
sa WOOD SCREW 0000••
EXTEMR F ,,., f .r,f /� •• •• •• • INEST
.. ;. 't • , - ,t,{?f (.+lyjp.IDpWtJ:s SYSTFJRS • • • • • • •
BY OTtERS t .``' -�' AVENUE• •' • • •
L800 S.W. 44111
SHEATHUJG . <`�. . ` FLORIDA 34474 • • g oo** . • • • 9 i •
BY OTHERS �=
(MUL EMBEDMENT) • .- u •i ' �t ' ALLA'C�N ANGFKIl4 F1N eET�IJL.- LARGE M65RE�LNPACr : • 000
+r, r • PVC HORFZ sUD BAT • •/ 5!2008 • •
YERTICALSECTION 7 .� ..:^ .
FW(WOOD) PpppRteTRRYtmCQl6�8VRAL
WS -157
y�% - iROBEtTTOL =. ;•RBZ00 NTS C
nE r�DtauArnN c W_jL W o w T145 Dwiwwc R A 6 P VNME FL P E 40.67514;'_
WNDOWSSTBAS.scumTOLieu ARr WSVSMWZ.W awt+aewmroTtil y•• SOfB
WRwm)i P6P4�IaNOF CL6TOM Y(PD01Y 5Y5iF7AS• 1NG S P=TEC� • < .
!'� '� Y reams �•� • E. L" :• C S a +�� ^tea
• ..ia,Cr.ra f`
t 1 Fi �I•t
r
� b
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP - 116929 Permit Number: WS -6 -09 -1000
Scheduled Inspection Date: July 27, 2009 Permit Type: Windows /Shutters
Inspector: Bruhn, Norman
Inspection Type: Final
Owner: , Work Classification: Window /Door Replacement
Job Address: 10659 NE 11 Court
Miami Shores, FL 33138- Phone Number
Parcel Number 112232028021
Project: <NONE>
Contractor: FLORIDA HOME IMPROVEMENT Phone: (954)792 -4415
Building Department Comments
REPLACE 14 IMPACT WINDOWS
Inspector Comments
Passed
Failed
Correction
Needed
Re- inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
1- 1- ,,,, ,nno For Inspections please call: (305)762 -4949 D- -- 7 -f ')A
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 116928 Permit Number: WS -6 -09 -1000
Scheduled Inspection Date: July 21, 2009 Permit Type: Windows /Shutters
Inspector: Bruhn, Norman Inspection Type: Final Shutters
Owner: , Work Classification: Window /Door Replacement
Job Address: 10659 NE 11 Court
Miami Shores, FL 33138- Phone Number
Parcel Number 112232028021
Project: <NONE>
Contractor: FLORIDA HOME IMPROVEMENT Phone: (954)792 -4415
Building Department Comments
REPLACE 14 IMPACT WINDOWS
Inspector Comments
Passed
Failed
Correction ❑
Needed
Re- Inspection ❑
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
_iiii" 7n Anna For Inspections please call: (305)762 -4949 p, „o 17 „f an