WS-10-1715Inspection Number: INSP- 151718 Permit Number: WS -9 -10 -1715
Scheduled Inspection Date: December 28, 2010
Inspector: Bruhn, Norman
Owner: CONSOLO, ROBERT
Job Address: 518 NE 106 Street
Project: <NONE>
Miami Shores, FL 33138 -2046
Contractor: YAMILL GLASS & WINDOW INC
Building Department Comments
December 27, 2010
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
For Inspections please call: (305)762 -4949
Permit Type: Windows /Shutters
Inspection Type: Final
Work Classification: Window /Door Replacement
Phone Number
Parcel Number 1122310140211
Phone: (305)253 -5211
REPALCE WINDOWS AND DOORS. 12 NEW IMPACT
WINDOWS AND 2 DOORS
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
Page 1 of 10
ce 16100 axis/L
BUILDING
PERMIT APPLICATION
FBC 20
Permit Type: BUILDING ROOFING.
Owner's Name (Fee Simple Titleholder) R-0 be f CO r� S c i 1 0
Owner's Address SI 8 1.1 €.. 11::)(0
S
City 4 State I'
Tenant/Lessee Nante
Email
Job Address (where the work is being done)
City Miami Shores Village County
FOLIO / PARCEL #
1\ 1 tk SCI 1 �-- /+ State L
Qualifier Name V CL) l Vr u ei,. ,ort)
State Certificate or Registration No.
Contact Phone E -mail
Architect /Engineer's Name (if applicable)
Value of Work For this Permit $
Type of Work: DAddition
Submittal Fee $ Permit Fee $
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
Zip
5 ME IOC
Miami -Dade
Phone #
Is Building Historically Designated YES NO
******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *F * * * * * * * * * * * **
?' 13S- zi`t,
Zip 3 0L
l a , " 11 II co wl
Phone #
Square / Linear Footage Of Work:
pC° 11713
SEP 2 8 201
BY:
Permit No. t05 10\-- 115
Master Permit No.
r- S O $
Zip
Flood Zone
Contractor's Company Name I Gsvv. i 11 Ce ASS i WI 11400 Phone # S
Contractor's Adress 4 % 1,3 g'. S ' ` t i 0
City
Phone #
Certificate of Competency No. 9 1 155605.
❑Alteration ['New ❑ Repair/Replace ❑ Demolition
le oC u3 to
2. D r2.,
* * * * * * * * * * * * * * * * * * * * * * * * * * * * **
CCF $ CO /CC $
Technology Fee $
Notary $ Training /Education Fee $
Scanning $ Radon $ DPBR $
Double Fee $ Violation date: n` � r �
Structural Review. $ Total Fee Now Due $ (934.00
See Reverse side
Bond $
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zi
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet 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 not b -pp r ved and a rei .pection fee will be char ed.
Signature ' Signature
Own:.for Agent Ot actor
The foregoin trument w s acknowledged before me this The foregoin instrument was acknowledg d before me this j/
day O C
y of , 20 � , by `" t�i I L.11 C��1S Ol. day o f Si � > 2 , by i � ( 0 f1 L` rX ef°
who is personally known to me or who has produced
as identification and who did take an oath.
who is personally known [ t ^ ome or who has produced',` — LA LAC)
.,1 9Le1 I � ��entification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:.
My Commission Expires:
(Revised 07 /10 /07)(Revised 06/10/2009)
`\` ���t 1 ► u 111 f u ///
1/
' A ]Lit - �i _ _ _ — _ -
NOTARY P e : 4111
Notary Public State of Florida
Role i 1
My Cvn'mo:.$1ur, 0G941804
Exprea 1i .:412013
Sign:
Print:
My ommissio
N ;a o ac i_. : 1.4... ::
p °—
�`..• °`.'• 44.,
* * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * .,,, \.
*' t4t *** �p� r * * * * * * * * * * * * * * * * *,� * * * * * * * * * * ** * * * * * * * * * * * **
mum
APPROVED BY 46 *- 7 — /v • Plans Examiner
Zoning
Engineer Clerk checked
THR POUcTE5
ANY REQUIREMENT.
MAY PERTAIN,
POLICIES. AGGREGATE
OF INSURANCE UBTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANOING ---,
TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BB 155U® OR
THE INSURANCE AFFORDED BY THE POUGFS DESCRIBED HEREIN IS SUBJECT TO ALL THE TQRM$, EXCLUSIONS AND CONDITIONS OF SUCH
UMITB SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
LTA
B SRC
TY PE of MSU RANCE
P OLICY NUMBER
POLn.� ctr L Iv6
DATE(MM/DILYYYY)
PULLET t7 WAT10li
DATE(MMfbWy n
LmarTs
A
.
GENE LIAStLEY
CPS1196943
04/20/10
04/20/11
EACH OCCURRENCE
$1,000,000
X
coMMERC►ALGENERALUABILTY
T aa8(Eao's )
$100,000
S 5 , 000
I CLAM; MADE E3 OCCUR
MD E0 (Anyone Denton)
PERSONALSADVINJURY
$1,000,000
$2000,000
5 2,000,000
GENERAL AGGREGATE
GEN%
AGGREGATE LIAM APPLIES PER:
POLICY IT JEC n LOC
PRODUCTS- COMP/OP AGO
7
A
AUTOMOBILE
UABBJTY
ANY AUTO
AU. OWNED AUTOS
BOHEDULEDAUTOS
HIREO AUTQS
NON OWNED AUTOS
CPS1196943
04/20/10
04/20/11
COMBINED SINGLE LIMIT
Eaaaaaen0
$1,000,000
—
BODILY INJURY
(PP81w0
$
_
X
BODILY INJURY
(Per accident)
-
$
X
PROPERTY
R DAMAGE
5
CiARAGELIASILrrY
R
ANY AUTO
AUTO ONLY -EA ACCIDENT
+`
5
OTHER THAN FA ACC
AUTO ONLY: AGG
$
EXCESS /UMBRELLAIJANOJTY
OCCUR CLAIMS MADE
EACH OCCURRENCE
S
AGGREGATE
5
DEDUCTIBLE
RETENTION 5
$
—
$
$
WO' e• <:
AND EMPLOYERS
ANY PROPRIETOR/PART
OFFICER/MEMBER
S y
PECIAL PROVISIONS
COMPENSATIO
LIABILITY Y /N
E; EXCLUDED?
V
TORY S ER
EL EACH AQCIpf NT
$
below
EL DISEASE - EA EMPLOYEE
5
EL DISEASE - POLICY LOJUT
$
OTHER
D 170 OF OPERATIONS! LOCATIO . I VEHICLES! EXra,Ur,IONS ADDED By ENDORSEMENT l SPECIAL PROVISIONS
Glass & window sales & installation
CERTIFICATE OF LIABILITY INSURANCE op tD las 1 DATE(MMIDDNYy)
YAI�I, -i 04/30/10
PRODUCER
iSure Insurance Brokers
2700 SW 137 AVE
Miami FL 33175
Phone:305 -223 -2533 Fax:305- 220 -0765
^ INSURED
INSURERS AFFORDING COVERAGE
INEURERA Scottsdale CBS,
Yamill Glass & Window, Inc.
480 W. 84 St. #107
Hialeah FL 33014 -3601
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
INSURER B;
INSURER C
INSURER D:
INSURER E
NAIC N
41297
COVERAGES
CERTIFICATE HOLDER
ACORD 25 (2009101)
CANCELLATION
Miami. Shores Village
Fax_ 305 - 756 -8972
10050 NE 2 Ave.
Masai Shores FL 33138
VILLAN1.^-r
SHOULD ANY OP THE ABOVR DESCRIBED POLICIES SE CANCELLED BEFORE THE DWIRATION
DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 OATS WRITTEN
NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO 130 50 SHALL
IMPOSE NOOSUGATION OR umallJTY aF ANY KIND UPON THE INSURER. ITS AGENTS OR
RERRER NYATIVEB.
AurH� /� / /8 -` r!
10 19 009 AC ORD CORPORATION. All rights reserved.
The ACORD name and logo are registered marks of ACORD
PERMIT NO.
STATE OF FLORIDA:
COUNTY OF MIAMI - DADE:
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real
property, and in accordance with Chapter 713, Florida Statutes, the following information
is provided in this Notice of Commencement.
1. Legal description of property and street/address: 04 11 )51k. -1 10 OL j - St D re 5 Sec 5
Pb 10 Pg M 5i% k1E. 10‘ sf - t i SG�o� @s vL 3.513g
2. Description of. Improvement: FV r n I s k M-a 1 u3i rlcI v wS H - Spoor A(1 Lev, rat
3. Over(s) name and address: It1Up Co n30
{`� + GnA -L 51 FL. 3513 $
Interest in property: 0 w vveiC
Name and address of fee simple titleholder: e3 1 Y.-
4. Contractor's nape and ddress: Y wti 11 a (asst -I- r' ►'It�lac� q 1 0 L() Fq 3j-. '107
ftiat.e.c , 3300
5. Surety: (Payment bond re • uired by owner - from contract
orf�y�F FLORIDA, s COUNTY DADE
Name and address: I HERE 'Y CERTIFY tha this is C -P, of it
Amount of bond $ /3
6. Lender's name and, address:
7. Persons within the state of Florida designated by Owner upon • notices •, of z-r documents may be served as
provided by Section 713.13(1)(a)7., Florida Statutes,
Name and address: a71
8. In addition to himself, Owners designates the foliowing'person(s) to receive a copy of the Lienor's Notice as provided
in Section 713.13(1)(b), Florid Statutes.
Name and address: D id
9. Expiration date of this Notice of Commencement: (th
different d
Signatu
NOTICE OF COMMENCEMENT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
TAX FOLIO NO. 11 ?a3101'1 oa-1J
Print 0 - is Na - t L.% C O C S
Sworn
and subscribed before me this `day of , 20 M
518 ME_ 106S+
Notary Public
Print Notary's Name AP te4(S
My commission expires:
123.01 -52 PAGE 4 10/04
111 1111 U11111111 III 11111 111111111111i
CFt4 2010R0661999
OR Bk 27437 Ps 3401; Ups)
RECORDED 09/29/2010 13:42:13
HARVEY RIJVINr CLERK OF COURT
tiIANI -DADE COUNTY? FLORIDA
LAST PAGE
expiration date is 1 year from the date of recording unless a
Prepared by q(ilf 1 O 60 e r r ff
Address: l dUVA1 1 G S S
8D g 4 S . pro?
ed eon-( F"- 330 it(
4 7 -1 4a9a0
3 y-57
QL QLLARraj;L:1araball
Mxs/
Miami Shares Buildin W De a if ent 1
Product A , royal Schedule / Com orison Chart Address: 7.g''5 /00 67 Permit No.
lumnonni
o n ..u1 ,1 , .. O rwneeN a
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
MIAMI DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 372 -6339
NOTICE OF ACCEPTANCE (NOA)
PGT Industries
1070 Technology Drive
Nokomis, FL 34274
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division
and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas
where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA
reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control
Division that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to coinplyy with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series C -740 Outswing Aluminum Casement Window -L M.L
APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact", sheets 1
through 13 of 13, dated 12/17 /02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and
sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the
Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division.
MISSILE IMPACT RATING: Large Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the per's name or logo, city, state and
following statement: "Miami- -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of
any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to
comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entire y.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA # 05- 112911 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
www.maimidade.aov/buildinecode
NOA No. 08-0117.11
Expiration Date: May 22, 2013
Approval Date: May 15, 2008
Page 1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. 7045-8, titled "Aluminum Casement Window, Impact", sheets 1 through
13 of 13, dated 12/17/02 with revision "D" dated 06/23/05, prepared by manufacturer,
signed and sealed by Lucas A. Turner, P.E.
B. TESTS
1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94
2) Large Missile Impact Test per FBC, TAS 201 -94
3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94
along with marked-up drawings and installation diagram of two outswing aluminum
casement windows, prepared by Fenestration Testing Laboratory, Test Report No.
FTL 4608 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E.
(Submitted under NOAH 05-1129.11)
2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94
3) Water Resistance Test, per FBC, TAS 202 -94
4) Large A/fissile Impact Test per FBC, TAS 201 -94
5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94
6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94
along with marked-up drawings and installation diagram of two outswing aluminum
casement windows, prepared by Fenestration Testing Laboratory, Test Report No.
FTL 4607 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E.
(Subs ii ed under NOAH 05- 112911)
3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94
2) Large Missile Impact Test per FBC, TAS 201 -94
3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94
along with marked-up drawings and installation diagram of two outswing aluminum
casement windows, prepared by Fenestration Testing Laboratory, Test Report No.
FTL 3729 dated 2/28/03, signed and sealed by Joseph Chan, P.E.
(Submitted souk' NOAH 03- 0611. 02)"
4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94
3) Water Resistance Test, per FBC, TAS 202 -94
4) Large Missile Impact Test per FBC, TAS 201 -94
5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94
6) Forced Entry Teat, per FBC 2411 32.1 and TAS 202 -94
along with marked-up drawings and installation diagram of two outswing aluminum
casement windows, prepared by Fenestration Testing Laboratory, Test R No.
FTL 3587 dated 10/8/02, signed and sealed by Jo h Chan, P.E.
(Submitted wader NOAH 03- 0611.02)
E -1
Manuel Pe
Product Control
NOA No. I� 11
Eapiratlon Date: May 22, 2013
Approval Date: May 15, 2008
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94
2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94
3) Water Resistance Test, per FBC, TAS 202 -94
4) Large Missile Impact Test per FBC, TAS 201 -94
5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94
6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94
along with marked -up drawings and installation diagram of one outswing aluminum
casement window, prepared by Fenestration Testing Laboratory, Test Report No. FTL
3582 dated 10/3 /02, signed and sealed by Joseph Chan, P.E.
(Submitted under NOA# 03 0611.02)
6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94
2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94
3) Water Resistance Test, per FBC, TAS 202 -94
4) Large Missile Impact Test per FBC, TAS 201 -94
5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94
6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94
along with marked-up drawings and installation diagram of three aluminum outswing
casement windows, prepared by Fenestration Testing Laboratory, Test Report No.
FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E.
(Submitted underNOA# 03 0611.02)
C. CALCULATIONS
1. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated
11/21/05, signed and sealed by Lucas A. Turner, P.E.Complies w /ASTM E 1300 -98
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10.
2. Notice of Acceptance No. 06-0216.06 issued to Solutia Inc. for their "Saflex IIIG
Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11.
F. STATEMENTS
1. Statement letter of conformance, dated 12/19/02, signed and sealed by Robert L.
Clark, P.E.
2. Statement letter of no financial interest, dated 12/19 /02, signed and sealed by Robert
L. Clark, P.E.
G. OTHER
1. Notice of Acceptance No. 05- 1129.11, issued to POT Industries for 'es C -740
Aluminum Casement Window — L.M.I., approved „N +M ." /06, e ! � i . I / 2/08.
E -2
Manuel P
Product Contro
NOA No. i . 17.11
Expiration Date: May 22, 2013
Approval Date: May 15, 2008
r
MIAM
COUNTY
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
MIAMI DADS COUNTY, FLORIDA
MBTRO -DADE FLAMER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIA14II, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 372 -6339
wwwanianddade ieovibuildinucode
NOTICE 01? ACCEPTANCE (NOA)
PGT Industries, Inc.
1070 Technology Drive
Nokomis, FL 34275
Scow:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed by Miami Dade County Product Control
Division and accepted by the Board of Rules and Appeals (BORA) to be used in ATiami Dade County and
other areas where allowed by the Authority Having Jurisdiction (AHT).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer r will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or malarial within their jurisdiction. BORA
reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control
Division that this product or material fails to meet the nxtuirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series -710" Alm Horihontal Roller tow— L.MJ.
APPROVAL DOCUMENT: Drawing No 4127 -10, titled "Alum. Horizontal Roller Window, Impact",
sheets 1 through 11 of 11, dated 02/2812006 with the latest revision "C' dated 04/15/2007, prepared by PGT
Industries, Inc., dated 08/1012007, signed and sealed by Robert L. Clark, P.E., bearing the Miami Dade
County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the
Miami Dade County Product Control Division.
MISSILE IMPACT RATING: Large Agile and Small Mlle Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement "M11�amiDade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the irrfi rmance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No. 06- 0405.06 and consists of this page 1 and evidence pages E-1 and E-2, as well
as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No
Expiration Date: December 21, 2011
Approval Date: January 03, 2
Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact", sheets 1
through 11 of 11, dated 02/28/2006 with the latest revision "C" dated 04/15 /2007,
prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L.
Clark, P.E.
B. TESTS
1. Test reports on: 1) Large Wssile Impact Test per FBC, TAS 201 -94
2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94
Along with marked-up drawings and installation diagram of XOX aluminum
horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FI'L -5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E.
2. Test reports on: 1) Air Infiltration Test, lax FBC, TAS 202 -94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94
3) Water Resistance Test, per FBC, TAS 202 -94
4) Large Missile Impact Test per FBC, TAS 201 -94
5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94
6) Forced Entry Tat, per FBC 2411 3.2.1, TAS 202 -94
Along with marked up drawings and installation diagram of XOX aluminum
horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test
Repast No. FTL- 4858, dated 03/08/2006, signed and sealed by Edmundo
Largaespada, P.E.
(Submitted under NOA# 06
3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94
3) Water Resistance Test, per FBC, TAS 202 -94
4) Large Missile Impact Test per FBC, TAS 201 -94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94
Along with marked -up drawings and installation diagram of XOX aluminum
horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL -4859, dated 03/08/2006, signed and sealed by Edmundo
Largaespada, P.E.
(Submitted under NOA# 06- 0405.06)
E -1
Manuel
Product Control
NOA No 07 ! 09
Expiration Date: December 21, 2011
Approval Date: January 03, 2008
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by
POT Engineering, dated 10/26/06, signed and sealed by Robert L. Clark, P.E.
Comps with ASTM E1300 -98 and 02
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 05-1208.02 issued to E.I. DuPont DeNemours for "DuPont
Butacite PVB Interlayer" dated 01/05 /2006, expiring on 12111/2010.
2. Notice of Acceptance No. 03-0421.01 issued to Solutia Inc. for their "Saflex HP a
polyvinyl buttyal interlayer for lamination of glass" dated 05/22/2003, expiring on
04/1412008.
F. STATEMENTS
1. Statement letter of compliance, and no financial interest, dated 08/10/2007, signed and
sealed by Robert L. Clark, P.E.
2. Laboratory compliance letter for Test Report No. FTL- 5330, issued by Fenestration
Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda,
P.E.
2. Laboratory compliance letter for Test Reports No.'s FM - 4858 and F1'L 4859,
issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed
by Edmundo Largaespada, P.E.
(Submitted under NOA# 06- 0405.06)
G. OTHER
1. Notice of Acceptance No. 06- 0405.09, issued to PGT Industries, Inc. for their Series
"Alum. Horizontal Roller Window, Impact", approved on 12/21/2006 and expiring on
12/21/2011.
E -2
Manuel Perez,
Product Control
NOA No 0715.09
Expiration Data December 21, 2011
Approval Date: January 03, 2008
MrAM
COUNTY
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130-1563
(305) 375-2901 FAX (305) 375 -2908
www.rniamidadenov/beildingeode
ov/buildingeode
NOTICE OF ACCEPTANCE (NOA)
PGT Industries
1070 Technology Drive,
Nokomis, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (In Miami Dade County) and/or the AIU (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the A111 may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction.. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or
material fair to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Series "PW -701" Aluminum Fixed Window -LMI
APPROVAL DOCUMENT: Drawing No. 4259-4, titled "Aluminum Picture Window, Impact ", sheets 1 through
12 of 12, prepared by manufacturer, dated 7/14/03 and last revised revision `B" on dated 4/4/07, signed and
sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice
of Acceptance number and expiration date by the Miami -Dade County Product Control Division.
MISSILE IMPACT RATING: Large Missile Impact Resistant
Limitation:
1. Marc DLO = Widih-3.75 ". and /ot=Height 3.75 ". The Annealed glass to be on exterior side of laminate.
2. Max. corner distance for anchors is 8.5 ", except Hexagon & Octagon corner dist not to exceed 3 ". Max.
corner distance for Nail (Integral Fin Frame) into wood substrate is 1 "• and max. OC spacing is 5 ".
3. The anchor installation shown is applicable without geographical limitation.
LABELING: Each unit shall bear a permanent label with the manufature is name or logo, city, state and
following statement: " Miami -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product. '
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA # 07- 0418.06 consists of this page 1 and evidence sheet E -1 as well as approval
document mentioned above.
The submitted documentation was reviewed by Ishaq L Chanda, P.E.
NffA11:113210
Expiration Date: February 19, 2014
Approval Date: January 08, 2009
Page 1
f
PGT Industrles
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS (transferred from file # 07- 0418.06)
1. Manufacturer's die drawings and sections.
2. Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact", sheets 1 through 12 of 12,
prepared by manufacturer, dated 7/14/03 and last revised revision "B" on dated 4/4/07,
signed and sealed by Robert L. Clark, P.E.
B. TESTS (transferred from file # 07- 0418.06)
1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94
2) Water Infiltration resistant Test
3) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94
4) Small Missile Impact Test per FBC, TAS 201 -94
5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94
along with marked -up drawings and installation diagram of alum. Fixed windows of various
shapes, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3835, dated
07/18/03 and test report FTL -3850, dated 07/31/03, both signed and sealed by Joseph Chan,
P.E.
C. CALCULATIONS
1. Anchor verification, comparative and structural analysis dated 04/13/2007, prepared,
signed and sealed by Robert L. Clark, P.E.
2. Glazing complies w/ ASTMS -1300-02/04
D. QUALITY ASSURANCE
1. Miami Dade /Building Code Compliance Office (BCCO).
F. MATERIAL CERTIFICATIONS
1. Notice of Ace No. 06- 0216.06 issued to Solutia Inc. for the "Saflex BIG Clear or
colored Interlayer", expiring on 05/21/11.
2. Notice of Acceptance No. 05- 1208.02 issued to E.1. DuPont DeNemours for "DuPont Butacite
PVB ", expiring on 12/11/2010.
E. STATEMENTS
1. Statement letter of code compliance, "No change from previous approval and "No
financial interest ", dated 11 -06-08 signed and sealed by Robert L. Clark, P. E.
2. Statement letter of Lab compliance, as a part of above referenced test reports
F. OTHER
1. This NOA renews NOA # 07-0418.06 expires on February 19, 2009.
E -1
t' 4eiC \ $ astK.4
lshaq L Chanda, P. E.
Product Control Examiner
NOA No 08- 1112.10
Expiration Date: February 19, 2014
Approval Date: January 08, 2009
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
PGT Industries
1070 Technology Drive,
Nokomis, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The docunzstation submitted has been reviewed by Miami Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) to be used in Afeami Dade County and other areas where allowed by
the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the capitation date stated below. The Muni Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Mami Dade County) reserve the right to
have this product or material tested for quality assurance purposes, If this product or material fails to perform in
the accepted manner, the manufacturer win incur the expense of such testing and the AHJ may i*nmetliaiely
revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as descrilied herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Series "FD -101' Oatswing Alandnum French Door w/ Sidelites
APPROVAL DOCUMENT: Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact", sheets
lthrough 10 of 10, prepared by manufacturer, dated 02 -22-07 and last revised on 04/25/07, signed and sealed by
Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of
Acceptance nurnber and approval date by the Mimi-Dade County Product Control Division.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
Limitation:
1. Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OXO and OXXO. The lower
design pressure from X, XX doors or 0 (sidelite) shall control.
2. Egress operable doors rust comply with min clear width per FBC, as applicable.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement "Afiami Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and renmval of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this enfae NOA shall be provided to the user by the reamdactu rer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA consists of this page 1 as well as evidence sheet E -1 and approval document mentioned above.
The submitted documentation was reviewed by Ishaq L Chanda, P. E.
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
www.buildingcodeonline.com
NOA No. 07-062910
Expiration Dana Octoberl8, 2012
Approval late: October 18, 2007
Page I
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No.11005-1, titled "Aluminum French door & Sidelite- Impact ", sheets
lthrough 10 of 10, prepared by manufacturer, dated 02 -22-07 and last revised on
09/25/07, signed and sealed by Robert L. Clark, P.E.
B. TESTS
Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94
2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94
3) Water Resistance Test, per FBC, TAS 202 -94.
4) Large nude Impact Test per FBC, TAS 201 -94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94
Along with marked-up drawings and installation diagram of aluminum out swinging
French door w/ sidelites, prepared by Fenestration Testing laboratory, Inc., Test Report
No FFL -5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E.
C. CALCULATIONS
1. Anchor verification and comparative analysis dated 06 -21-07 and last revised on
09/25/07, prepared by PGT, signed and sealed by Robert L. Clark, P.E.
2. Glazing complies with ASTME-1300-02
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 05- 1208.02 issued to "EL DuPont Denemours" for
"DuPont Butacite ® PVB" dated 02/15101, expiring on 12/11 /10.
2. Notice of Acceptance No. 03 issued to Solutia Inc, for "Solutia Interlayer
for laminated glass ", expiring on 03/04/09.
F. STATEMENTS
1. Statement letter of conformance and no financial interest, dated 06- 21-07, signed
by Robert L. Clark, P.E.
2. Letter of lab compliance, part of the above test reports.
G. OTHER
1. Test proposal dated Jan. 18, 2007 approved by BCCO.
E -1
blunt L Chanda, P.E.
Product Control Examiner
NOA No. 07- 0629.10
Expiration Date: October 18, 2012
Approval Date: October 18, 2007
3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES:
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98.
C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY.
D. FOR "X" CONFIGURATIONS SEE SHEET 5.
E. FOR "XX" CONFIGURATIONS SEE SHEET 6.
F. FOR a- a "XOX" & "0" CONFIGURATIONS SEE SHEET 7.
G. FOR 1-14 "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 8.
H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 9.
04. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR
ADDITIONAL ANCHORAGE INFORMATION.
HEAD & SILL: MAX. 4" FROM CORNERS
MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS
MAX. 14 1/2" SPACING ON VENTS
MAX. 13" SPACING ON FIXED LITES
(2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY
JAMBS: MAX. 4" FROM CORNERS
MAX. 13" SPACING
(2) ANCHORS.3" APART AT MID -SPAN
0 SEE SHEET 13 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS
TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS
WHEN ANCHORING WITH #12 SCREWS.
5. SHUTTER REQUIREMENT: NONE REQUIRED
6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME.
A7. REFERENCE TEST REPORTS: FTL -3580, FTL -3582, FTL -3587, FTL -3729, FTL4607 AND FTL -4608.
Revsd By
F.K.
Revd By
F.K.
Raved By.
F.K.
Drawn By
F.K.
NOTES: LARGE MISSILE WINDOWS
1. GLAZING OPTIONS:
A. 5/16" LAMINATED GLASS COMPRISED OF (1) LiTE OF 1/8"
ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED
GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB.
B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8"
HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF
SOLUTIA OR DUPONT PVB.
C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16"
ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED
GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB.
D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16"
HEAT STRENGTHENED GLASS WI AN .090 INTERLAYER OF
SOLUTIA OR DUPONT PVB.
E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED
GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER.
A F. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS
COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER.
A G. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS
COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER.
2. CONFIGURATIONS: X, XX, XO, OX, XOX AND O
Date:
3/25/03
bate:
7/10/03
Date:
6/23/05
Date:
12/17/02
Revisions:
B.
Revisions:
C
Revisions:
D
Checked By:
ADD 13/16- I.G. & MOVE GLAZING DETAILS TO SHEET 2
NO CHANGE THIS SHEET
ADD 76 HT., GLASS TYPES F AND G. REVISE ANCHORAGE.
Date:
1070 TECHNOLOGY DRIVE
NOKOMIS, FL 34275
P.C. BOX 1529
NOKOMIS. FL 34274
4
x
2
0
x
0
x
CONFIGURATIONS OPTIONS
a
0
x
x
0
0
x
x
0
x
UNEQUAL LITES
x
0
UNEQUAL LITES
0
x
UNEQUAL LITES
Visibly Better
Description:
NOTES AND TABLE OF CONTENTS
ra .
ALUMINUM CASEMENT WINDOW, IMPACT
sertes/htodee
CA -740
NTS
Sheer
1 of 13
NOA DRAWING TABLE OF CONTENTS
SHEET
NOTES 1
GLAZING DETAILS 2
ELEVATIONS... 3-4
DESIGN PRESSURE TABLES 5 -9
SECTIONS 10
CORNER CONSTRUCTION 11
EXTRUSION PROFILES 11 -12
PARTS LIST 12
ANCHORAGE 1,3,4,13
Drawing No
7045 -8
••••
• •
eke Pipit! :
r
• • •
• •
• ..
• •
• ..
•. •
•
Lucas A. Turner, P.E.
PE #58201
Mechanical
•. •
•
• •
.e
.•
PRODUCT 11EN!±AVED
as COFG"!+.,' o?, i :are&
Rnids ^,g �.
Ago tsiws
By
Nam' . ak ii"w¢+:1ea¢ICipatrab
Dives
•
• •
•
• •
.. •
•
•
•
•
Revert By. Date:
F.K. 3/25/03
Description:
GLAZING DETAILS
Revsd By
F.K.
Revsd By:
F.K.
Drawn By
F.K.
A 1/8" ANNEALED OR
HEAT STRENGTHENED
GLASS
Date:
7/10/03
Date:
6/23/05
Date:
03/25/03
3/16" ANNEALED OR
HEAT STRENGTHENED
GLASS
Revisions:
6
Revisions:
C
Revis
D
Checked By:
REDRAW GLAZING DETAILS & ADD 13/16" LG.
NO CHANGE THIS SHEET
ADD 13/16" LAME I.G. W /7 /16 "LAMI & CORRECT 5/16° LAM/ DETAIL
Date:
5/16" LAMINATED
GLAZING DETAIL
7/16" LAMINATED
GLAZING DETAIL
PVB INTERLAYER
F-- 1/8" HEAT STRENGTHENED GLASS
3/16" HEAT
I--- STRENGTHENED
GLASS
46
.65" NOM.
GLASS BITE
r
NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT
.090 PVB INTERLAYER
.65" NOM.
GLASS BITE
3/8" AIR SPACE
1/8" HEAT STRENGTHENED GLASS -
1070 TECHNOLOGY DRIVE
NOKOMIS, FL 34275
P.O. BOX 1529
NOKOMIS, FL 34274
Visibly Better
3/16" ANNEALED OR HEAT
STRENGTHENED GLASS
AIR SPACE
1/8" ANNEALED GLASS --
PST
13/16"
13/16" 1.G. W/ 7/16" LAMI 0
GLAZING DETAIL
Series/Motlet
CA -745
t 13/16" I.G. W/ 5/16" LAMI
GLAZING DETAIL
f
7/16" LAMINATED COMPONENT
.090 PVB INTERLAYER
-3/16" HEAT STRENGTHENED GLASS
Scale
NTS
13/16"
Sheer.
2 " 13
5/16" LAMINATED COMPONENT
1/8" HEAT STRENGTHENED GLASS
1 - .090 PVB INTERLAYER
-- 1/8" HEAT STRENGTHENED GLASS
.65" NOM.
GLASS BITE
Dm w(na No
7045 -8
.65" NOM.
GLASS BITE
Rev:
Lucas A. Turner, P.E.
PE #5^8201
Mechanical
•
•
•
• •
•
•
•
.
•
•
CENTERLINE
1 1/2"
Road ey
F.K.
Revsd By
F.K.
Raved By.
F.K.
Drawn By.
F.K.
ANCHOR
LOCATIONS
(SEE SHEET 1,
NOTE 4)
MID -SPAN ANCHOR DETAIL
(SEE SHT. 1 NOTE 4)
SEE MID -SPAN
ANCHOR DETAIL —\\
TYP. (2)
13" MAX. O.C.
1
Dale:
3/25/03
Date:
7/10/03
Date:
6/23/05
Date:
12/17/02
1
4" MAX.
f 4" MAX. L
Revisions:
B
Revisions:
C
Revisions:
D
Checked By.
Date:
ANCHOR
LOCATION
TYP.
SEE MID -SPAN
ANCHOR DETAIL
TYP. (2)
30" MAX.
-- DAYLIGHT ---
OPENING
37" MAX.
VENT TYP.
t
7 "
4" MAX. ---
CHANGE SHEET NO. REFERENCES
ADD HINGE LOCATION DETAILS
CHANGE MAX. HT. TO 76` AND MAX. DLO TO 69"
ANCHOR
LOCATION
TYP.
MEETING RAIL DETAIL
(SEE SHT. 1 NOTE 4)
134" MAX. WIDTH
53" MAX.
DAYLIGHT
OPENING
0
13" MAX. O.C. 1-. 1
60" MAX. FIXED
ii
• — 4" MAX.
1070 TECHNOLOGY DRIVE
NOKOMIS, FL 34275
P.O. BOX 1529
NOKOMIS, FL 34274
DENOTES HINGE
LOCATION AT HEAD &
SILL OF "X" PANELS,
TYPICAL. SEE HINGE
DETAIL SHT. 4
SEE MID -SPAN
ANCHOR DETAIL ---\,
TYP. (2)
30" MAX.
-- DAYLIGHT --
OPENING
t t
13" MAX. O.C.
1
1
4" MAX.
I
ELEVATION "A" - "XOX" (SEE SHEETS 7 -9 FOR PRESSURES)
F' T
vislibilb a er
4" MAX.
i
/ r
i
I I
SEE MEETING
RAII/DETAIL
T (2)
69"
DAYL
OPE
0
69" MAX.
DAYLIGHT
OPENI NG
A
76" MAX.
HEIGHT
74" MAX. WIDTH
30" MAX.
DAYLIGHT
OPENI NG
— 14 1/2" MAX. O.C. TYP.
ELEVATION "B" - "XX"
(SEE SHEET 7 FOR PRESSURES)
NOTE: "X" PANEL MAY SWING
IN EITHER DIRECTION
F I 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY
SEE MEETING RAIL DETAIL TYP. (4)
"XX" & 'XOX" ELEVATIONS
Title:
ALUMINUM CASEMENT WINDOW, IMPACT
Seties/Modet
CA -740
Scats:
NTS
Sheet
3 of 13
Drawing No.
7045 -8
Hex:
A
AX.
IGHT
NING A
76" MAX.
HEIGHT
• ..
• •
.. •
•
• •
•
•
•
•
•
•
•
• .
• ..
O
.. •
PRODUCT RENEWED
ay CitN styikg with the ► e:
Solarg �,�•ut
•
Vcic
Lucas A. Tumer, P.E.
PE #58201
Mechanical
.. ..
• •
it
13
.. •
•
•
.
• •
. . • •
•
•
•
•
•
•
Roved By: Date:
F.K 3/25/03
Revsd By: Date:
F.K 6/23/05
Revsd By: Date:
F.K 7/10/03
Drawn By Date:
F.K. 12/17/02
HINGE LOCATED APPROX.
FLUSH AGAINST JAM,
TYPICAL HEAD & SILL
HINGE LOCATION DETAIL
14 1/2" MAX. O.C. VENT
HEAD & SILL ONLY
Revisions.
B
Revisions.
C
Revisions:
O
Checked By
F.K.
Date:
DENOTES HINGE
LOCATION AT HEAD &
SILL OF "X" PANELS,
TYPICAL. SEE HINGE
DETAIL SHT. 4
SEE
MID -SPAN
ANCHOR
DETAIL
SHT. 3
TYP. (2)
SEE
MID -SPAN
ANCHOR
DETAIL
SHT. 3
TYP. (2)
CHANGE SHEET NO. REFERENCES
13"
MAX. —
O.C.
13"
MAX.
O.c. L
4" MAX.
ADD HINGE DETAIL & HINGE LOCATION NOTES
CHANGE MAX. HT. TO 76" AND MAX. DLO TO 69"
-* 37" MAX. WIDTH —
30" MAX.
DAYLIGHT --
OPENING
/
4" MAX.
, r
141/2"
4" MAX. I MAX. O.C.
ELEVATION "D" - "X"
(SEE SHEET 5 FOR PRESSURES)
97" MAX. WIDTH
30" MAX. 53" MAX.
-- DAYLIGHT 1 -F—
OPENING
1 1
1070 TECHNOLOGY DRIVE
NOKOMIS, FL 34275
P.O. BOX 1529
NOKOMIS, FL 34274
A
69" MAX.
DAYLIGHT
= OPENING
A
76" MAX.
HEIGHT
DAYLIGHT OPENING
60" MAX. FIXED
L .1 13" MAX. O.C.
SEE
MID -SPAN
ANCHOR
DETAIL
SHT. 3
TYP. (4)
ELEVATION "F" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8 -9 FOR PRESSURES)
rT
Vi b eBetter
Description:
" X" " 0 " , ' XO " & "OX" ELEVATIONS
rte:
Series/Model:
13"
MAX.—
0.C.
CA -740
4" MAX
L __ 4 MAX.
ELEVATION "E" - "0"
(SEE SHEET 7 FOR PRESSURES)
A
69" MAX.
DAYLIGHT
OPENING
Seale:
NTS
NOTE: "X" PANEL MAY SWING
IN EITHER DIRECTION
A
76" MAX.
HEIGHT
Shoot•.
4 of 13
60" MAX. WIDTH
53" MAX.
DAYLIGHT OPENING
�1
13" MAX. O.C.
SEE MID -SPAN
ANCHOR DETAIL
SHT. 3 TYP. (2)
SEE MEETING
RAIL DETAIL SHT. 3
TYP. (2)
ALUMINUM CASEMENT WINDOW, IMPACT
Drawing No.
7045 -8
Rev:
69" MAX.
DAYLIGHT
OPENING
'.wiser ..
=We .
V
• •
••..
• ••••
•
1f�
• • •
• •
• •
• .•
011
.• •
A
76" MAX.
HEIGHT
Meant
....
• •
. . •
•
• •
•
• •
••..
!/
By
PRODUCT RENEWED
als complying with the Raid .
'3aidfo8 t t
/ecu;�eai 3� = : - 1 • /
Eapis013011 Rata ! ! Sf
VOr
Lucas A. Turner, P.E.
PE #58201
Mechanical
•
•
•
•.1.
• •
• •
•
•
• •
• •
COMPARATIVE ANALYSIS TABLE 1.
"X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729
GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1/8 "HS,.090,1 /8 "HS)
'J
WIDTH
19 1/8
24
26 1/2
30
32
34
36
37
A
B,E
A
B,E
A
70.0
70.0
70.0
70.0
70.0
70.0
B,E
A
B,E
A
B,E
A
B,E
A
B,E
A
B,E
HEIGHT
2
NEG
-90.0
-90.0
-90.0
-90.0
-90.0
-90.0
-90.0
-90.0
-90.0
-90.0
-75.0
-75.0
-75.0
-75.0
-75.0
-75.0
6
POS
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
3
NEG
-90.0
-90.0
-90.0
-90.0
-90.0
-90.0
-90.0
-90.0
-90.0
-90.0
-75.0
-75.0
-75.0
-75.0
-75.0
-75.0
1
POS
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
3
NEG
-90.0
-90.0
- 90.0
-90.0
- 90.0
- 90.0
-90.0
-90.0
-86.3
-90.0
- 75.0
-75.0
-75.0
-75.0
-73.7
-75.0
6
POS
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
38
NEG
-90.0
-90.0
-90.0
-90.0
-90.0
-90.0
-87.4
- 90.0
-81.0
-90.0
-75.0
- 75.0
-70.4
-75.0
-67.9
-75.0
3/8
POS
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
67.9
70.0
4
NEG
-90.0
-90.0
- 90.0
- 90.0
-90.0
-90.0
-77.6
-90.0
-71.1
-90.0
-65.5
-75.0
- 60.4
-75.0
-59.0
-75.0
3
POS,
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
65.5
70.0
60.4
4
NEG
-90.0
-90.0
-90.0
-90.0
- 83.6
-90.0
-68.4
-90.0
- 61.8
-90.0
-57.5
- 75.0
-54.3
- 75.0
-52.8
-75.0
8
POS
70.0
70.0
70.0
70.0
70.0
70.0
68.4
70.0
61.8
70.0
57.5
70.0
54.3
70.0
52.8
70.0
50
NEG
-90.0
-90.0
-90.0
-90.0
- 79.9
-90.0
-63.9
-90.0
- 58.9
-90.0
-54.9
-75.0
-51.1
-75.0
-49.9
-75.0
5I8
POS
70.0
70.0
70.0
70.0
70.0
70.0
63.9
70.0
58.9
70.0
54.9
70.0
NEG
-90.0
-90.0
-90.0
-90.0
54
-75.4
-90.0
-60.0
-90.0
-56.1
- 90.0
-51.8
-75.0
- 47.9
-75.0
-46.4
-75.0
POS
70.0
70.0
70.0
70.0
70.0
70.0
60.0
70.0
56.1
70.0
51.8
70.0
47.9
70.0
46.4
70.0
5
NEG
-90.0
-90.0
-90.0
-90.0
-72.4
-90.0
-58.5
-90.0
-53.8
-90.0
-48.6
=75.0
-44.8
-75.0
- 43.5
- 75.0
7
POS
70.0
70.0
70.0
70.0
70.0
70.0
58.5
70.0
53.8
70.0
48.6
70.0
44.8
70.0
43.5
70.0
6
NEG
-90.0
- 90.0
-89.6
-90.0
-69.9
-90.0
-56.2
-90.0
-50.4
-90.0
-45.2
- 75.0
-42.2
-75.0
-41.1
- 75.0
0
POS
70.0
70.0
70.0
70.0
69.9
70.0
56.2
70.0
50.4
70.0
45.2
70.0
42.2
70.0
41.1
70.0
6
NEG
-90.0
-90.0
-86.3
-90.0
-67.8
-90.0
-53.4
-90.0
-47.7
-90.0
-42.4
-75.0
-39.7
-75.0
-38.6
-75.0
3
POS
70.0
70.0
70.0
70.0
67.8
70.0
53.4
70.0
47.7
70.0
42.4
70.0
51.1
70.0 70.0
59.0 49.9
70.0 70 00
"X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587
39.7
70.0
38.6
70.0
TABLE 2.
GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS)
ALL "X" SIZES UP TO 37" WIDE x 63" HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72" HIGH 1-90.0170.0
6
NEG
-90.0
-90.0
-84.2
-90.0
-66.2
6
POS
70.0
70.0
70.0
70.0
66.2
6
NEG
-90.0
-90.0
-83.2
-90.0
-65.0
• • •
9
POS
70.0
70.0
70.0
70.0
65.0
7
NEG
-90.0
-90.0
-81.7
-90.0
-63.7
-90.0 70.0 -90.0 70.0 -90.0 70.0
-51.3 51.3 -49.8 49.8 -48.3 48.3
-90.0 70.0 -90.0 70.0 -90.0 70.0
-45.6 45.6 -43.9 43.9 -42.2 42.2
-90.0 70.0 -87.8 70.0 -84.4 70.0
•
• •
2
POS
70.0
70.0
r 70.0
70.0
63.7
•
TABLE 2A.
NOTES:
1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR
1/4" SS4 CRETE -FLEX ANCHORS.
2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F.
Revsd By: Date:
F.K. 3/25/03
Revsd By: Dale:
F.K. 7/10/03
Rend By: Date:
F.K. 6/23/05
Drawn By: Dale:
F.K. 12/17/02
GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) F.13/16" LAMI (1/8 "A,AIR SPACE,7 /16" LAMI -W/ 3/16 "A,.090,3 /16 "HS)
Revisions:
8
Revisions:
C
Revisions:
D
Checked By
ADD GLASS TYPE E TO TABLES 1 & 4
NO CHANGE THIS SHEET
REVISE ANCHORS & ADD 76' HEIGHT OPTION
Date:
"X" WINDOWS
1070 TECHNOLOGY DRIVE
NOKOMIS, FL 34275
P.O.' BOX 1529
NOKOMIS, FL 34274
ALL "X" SIZES UP TO 37" WIDE x 76" HIGH 177517
PA GT
Visibly Better
TEST REPORTS: FTL -4607, FTL -4608 A
X
Description:
PRESSURES- X CONFIG. WINDOWS
ALUMINUM CASEMENT WINDOW, IMPACT
Series/ModeL
CA -740
See
NTS
Sheet:
5 at 13
Drawing No
7045 -8
• • •
•• •
.
• •
•• •
PRODUCT RENEWED
as complying with t Ptoal&
ra Cod
A Fin a
itrationi Date r
sy ii
Product Co
Dovi� n
Lucas A. Turner, P.E.
PE #58201
Mechanical
•
•
•e•.•
• •
•
•
•
.,..••
• •
•.••..
• •
COMPARATIVE ANALYSIS TABLE 3.
"XX" WINDOWS
TEST REPORTS: FTL -3582
GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS)
WIDTH
37
43
48
531 /8
57
43
NEG POS
-75.0 70.0
-75.0 70.0
-75.0 70.0
-75.0 70.0
-75.0 70.0
HEIGHT
48
NEG POS
-75.0 70.0
-75.0 70.0
-75.0 70.0
-75.0 70.0
-74.4 70.0
60
64
68
72
74
A
A
A
A
A
A
26
NEG POS
-75.0 70.0
-75.0 70.0
-75.0 70.0
-75.0 70.0
-75.0 70.0
36
NEG POS
- 75.0 70.0
-75.0 70.0
-75.0 70.0
-75.0 70.0
- 75.0 70.0
-75.0
70.0
31
NEG POS
-75.0 70.0
-75.0 70.0
-75.0 70.0
-75.0 70.0
-75.0 70.0
-75.0
70.0
-75.0
70.0
38 3/8
NEG POS
-75.0 70.0
-75.0 70.0
-75.0 70.0
-75.0 70.0
-75.0 70.0
-75.0
70.0
-75.0
70.0 . -68.4
68.4
50 5/8
NEG POS
-75.0 70.0
-75.0 70.0
-75.0 70.0
- 75.0 70.0
- 69.6 69.6
-63.9
63.9
54
NEG POS
-75.0 70.0
-75.0 70.0
-75.0 70.0
-75.0 70.0
-65.2 65.2
-60.0
60.0
57
NEG POS
-75.0 70.0
-75.0 70.0
-75.0 70.0
-72.1 70.0
-63.0 63.0
-58.5
58.5
60
NEG POS
-75.0 70.0
-75.0 70.0
-75.0 70.0
-69.5 69.5
-60.8 60.8
-56.2
56.2
63
NEG POS
-75.0 70.0
-75.0 70.0
-75.0 70.0
-67.5 67.5
-58.0 58.0
-53.4
53.4
A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7
A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 - 54.9 54.9 -51.8 51.8 -48.6 48.6 -45.2 45.2 -42.4 42.4
A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39.7
A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6
TABLE 4.
"XX" WINDOWS
TEST REPORTS: FTL -3582, FTL -3729
GLAZING OPTIONS: B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1/8 "HS,.090,1 /8 "HS)
ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1-75.01 70.0
TABLE 5.
"XX" WINDOWS
TEST REPORT: FTL -3580
GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS)
ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1-90.01 70.0
TABLE 5A.
"XX" WINDOWS
TEST REPORTS: FTL -3580, FTL -4607, FTL -4608
GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3116 "HS) F.13/16" LAMI (1 /8 "A,AIR SPACE, 7/16" LAMI -W/ 3/16 "A,.090,3 /16 "HS)
ALL "XX" SIZES UP TO 74" WIDE x 76" HIGH 1-55.01 55.0
A
NOTES:
1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR
1/4" SS4 CRETE -FLEX ANCHORS.
2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F.
Revsd By
Revsd By:
Revsd By.
F.K.
Drawn By:
F.K.
Date:
Date:
Date:
6/23/05
Data:
12/17/02
Revisions:
Revisal
Revisions:
D
Chocked By.
REVISE ANCHORS & ADD TABLES 76° HEIGHT OPTION
Date:
1070 TECHNOLOGY DRIVE
NOKOMIS, FL 34275
P.O. BOX 1529
NOKOMIS, FL 34274
Visibly Better
Descpeon:
PRESSURES - XX CONFIG. WINDOWS
Trite:
ALUMINUM CASEMENT WINDOW, IMPACT
Series/Reder
CA-740
Scala:
NTS
Sheer
6 of 13
Drawing Na.
7045-8
R
X
X
ramtcracvmsi*** •
tbeigaal
..•••
• • •
• •
•
• •
•• •
• •
• • •
•. •
•
•
Lucas A Turner, P.E.
PE #58201
Mechanical
••••
• •
••••
PRODUCT RENEW
es complying with the Florida
%Meg Code
Aescpttcc Nt
dew Date
• •
• ,•••.
• •
• ,•••
• •
. .•••
••••
f
•�
.••• •
•
COMPARATIVE ANALYSIS TABLE 6
WIDTHS
"O" "XOX"
NEG
- 51.1
36
-90.0
-49.9
37
-90.0
-46.9
39 1/2
42
45
48
50 1/2
531 /8
54
551/2
57
5812 117
60
Revsd 8y
F.K.
Revsd By
F.K.
Revsd 8y.
F.K.
72
74
79
84
90
96
101
106 3/8
108
111
114
120
Date:
3/25/03
Date:
7/10/03
Date:
6/23/05
"O" & "1/4- 1/2 -1/4 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729, FTL -4607, FTL -4608
GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) B. 5/16" LAMI (118 "HS,.090,1 /8 "HS) C. 7/16" LAMI (3/16"A,.090,3/16 "HS)
E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1/8 "HS,.090,1 /8 "HS) F.13/16" LAMI (1/8 "A,AIR SPACE, 7 /16" LAMI -W/ 3/16 "A,.090,3 /16 "HS)
HEIGHT
A
B,E
C,F
A
B,E
C,F
A
B,E
C,F
A
-90.0
-53.4
B,E
C,F
A
-90.0
-50.9
B,E
C,F
A
-88.2
-48.6
B,E
C,F
A
-80.9
-46.9
B,E
C,F
B,E
C,F
A
B,E
C,F
A
B,E
C,F
A
B,E
C,F
A
B,E
C,F
A
B,E
26
NEG
-75.0
-75.0
-90.0
-75.0
-75.0
-90.0
-75.0
-75.0
-90.0
-75.0
-75.0
-90.0
-75.0
-75.0
-90.0
-75.0
-75.0
-90.0
-75.0
-75.0
-90.0
-75.0
-75.0
-90.0
-75.0
-75.0
-90.0
-75.0
-75.0
-90.0
-75.0
-75.0
-90.0
-742
-75.0
- 90.0
- 72.9
-75.0
Revisions:
B
Revttons:
C
Revisions:
D
Drawn By: Date: Checked By. Date:
F.K. 12/17/02
POS
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0'
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
31
NEG
-75.0
-75.0
-90.0
-75.0
- 75.0
- 90.0
- 75.0
-75.0
-90.0
-75.0
-75.0
-90.0
-70.3
-75.0
-90.0
-65.0
-75.0
-90.0
-60.8
-75.0
-90.0
-58.7
-75.0
-90.0
-58.2
-75.0
-90.0
-57.1
-75.0
-90.0
-56.2
-75.0
-90.0
-55.0
-75.0
-90.0
-53.4
-75.0
POS
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
65.0
70.0
70.0
60.8
70.0
70.0
58.7
70.0
70.0
58.2
70.0
70.0
57.1
70.0
70.0
56.2
70.0
70.0
55.0
70.0
70.0
53.4
70.0
36
NEG
-75.0
- 75.0
-90.0
-73.7
-75.0
-90.0
-67:8
- 75.0
- 90.0
-62.4
-75.0
- 90.0
-58.0
-75.0
-90.0
-54.3
-75.0
-90.0
-51.3
-75.0
-90.0
-48.7
-75.0
-90.0
-47.9
-75.0
-90.0
-46.4
-75.0
-90.0
-44.8
-75.0
-90.0
-43.4
-75.0
POS
70.0
70.0
70.0
70.0
70.0
70.0
67.8
70.0
70.0
62.4
70.0
70.0
58.0
70.0
70.0
54.3
70.0
70.0
51.3
70.0
70.0
48.7
70.0
70.0
47.9
-71.1
-43.4
70.0
70.0
46.4
70.0
70.0
44.8
70.0
70.0
43.4
70.0
38 3/8
NEG POS
-70.4 70.0
-75.0 70.0
-90.0 70.0
-67.9 67.9
-75.0 70.0
-90.0 70.0
-62.1 62.1
-75.0 70.0
-90.0 70.0
- 58.4 58.4
-75.0 70.0
-90.0 70.0
- 54.6 54.6
-75.0 70.0
-90.0 70.0
-51.1 51.1
-75.0 70.0
-90.0 70.0
- 48.3 48.3
-75.0 70.0
-90.0 70.0
-45.4 45.4
-75.0 70.0
-90.0 70.0
- 44.5 44.5
-75.0 70.0
-90.0 70.0
-43.3 43.3
-75.0 70.0
-90.0 70.0
-42.1 42.1
-75.0 70.0
-90.0 70.0
- 40.9 40.9
-75.0 70.0
-90.0 70.0
-39.7 39.7
-75.0 70.0
43
NEG
-60.4
-75.0
-90.0
-59.0
-75.0
-90.0
-55.7
-75.0
-90.0
-63.3
-75.0
-90.0
-59.3
-75.0
-90.0
- 55.1
-75.0
-90.0
-52.7
-75.0
-90.0
-50.0
-75.0
-88.6
-49.1
-75.0
- 86.9
-47.5
-75.0
-84.3
-46.2
-75.0
-81.8
-44.8
-75.0
-79.4
-43.5
-75.0
POS
60.4
70.0
70.0
59.0
70.0
70.0
55.7
70.0
70.0
63.3
70.0
70.0
59.3
70.0
70.0
55.1
70.0
70.0
52.7
70.0
70.0
50.0
70.0
70.0
49.1
70.0
70.0
47.5
70.0
70.0
46.2
70.0
70.0
44.8
70.0
70.0
43.5
70.0
ADD GLASS TYPE E TO TABLE 6
NO CHANGE THIS SHEET
CHANGE ANCHORS AND ADD 76° HT. OPTION
48
NEG
-54.3
-75.0
-90.0
-52.8
-75.0
-90.0
-49.8
-75.0
-90.0
-56.4
-75.0
-90.0
-53.6
-75.0
-90.0
-51.4
-75.0
-86.0
-48.7
-75.0
-81.2
-46.1
-75.0
-76.4
-45.3
-75.0
-75.0
-43.9
-75.0
-72.5
-42.5
-75.0
-70.7
-41.3
-75.0
-90.0
-42.2
-75.0
-69.0
-40.4
-75.0
POS
54.3
70.0
70.0
52.8
70.0
70.0
49.8
70.0
70.0
56.4
70.0
70.0
53.6
70.0
70.0
51.4
70.0
70.0
48.7
70.0
70.0
46.1
70.0
70.0
45.3
70.0
70.0
43.9
70.0.
70.0
42.5
70.0
70.0
41.3
70.11
70.0
422
70.0
69.0
40.4
70.0
50 5/8
-75.0
- 75.0
-75.0
-75.0
-75.0
-75.0
-75.0
-75.7
-44.2
-75.0
-75.0
-70.1
-42.2
-75.0
-68.4
-41.2
-75.0
-75.0
-64.9
-39.2
-75.0
FIOS
51.1
70.0
70.0
49.9
70.0
70.0
70.0
70.0
53.4
70.0
70.0
50.9
70.0
70.0
48.6
70.0
70.0
46.9
70.0
70.0
44.2
70.0
70.0
43.4
70.0
70.0
42.2
70.0
68.4
41.2
70.0
66.7
40.2
70.0
64.9
39.2
70.0
1070 TECHNOLOGY DRIVE
NOKOMIS, FL 34275
P.O. BOX 1529
NOKOMIS, FL 34274
54 57
NEG
-47.9
-75.0
-90.0
-46.4
-75.0
-90.0
-43.6
-75.0
-90.0
-50.0
-75.0
-90.0
-47.5
-75.0
-81.8
-45.3
-75.0
-75.0
-43.5
-75.0
-70.3
-42.2
-75.0
-66.5
-41.9
-75.0
-65.4
-40.8
-75.0
-63.6
-39.8
-75.0
-61.8
-38.7
-75.0
-60.4
-75.0
47.9 -44.8
70.0 -75.0
70.0 -90.0
46.4 -43.5
70.0 -75.0
43.6 -41.1
70.0 -75.0
70.0 -90.0
70.0 -75.0
70.0 -84.5
47.5 -44.7
70.0 -75.0
70.0 -76.9
45.3 -42.5
70.0 -75.0
70.0 -70.7
43.5 -41.3
70.0 -75.0
422 -40.1
70.0 -75.0
66.5 -63.0
41.9 -39.8
70.0 -75.0
65.4 -61.8
70.0 -75.0
63.6 -60.1
39.8 -38.5
70.0 -75.0
38.7 -37.6
70.0 -75.0
13 GT
Visibly Better
POS
44.8
70.0
70.0
43.5
70.0
70.0
41.1
70.0
70.0
46.9
70.0
70.0
70.0
70.0
42.5
70.0
70.0
41.3
70.0
66.8
40.1
70.0
63.0
39.8
70.0
61.8
39.1
70.0
60.1
38.5
70.0
58.7
37.6
70.0
36.7
70.0
60
NEG
-42.2
-75.0
-90.0
41.1
-75.0
-90.0
-38.6
-75.0
-87.4
-44.3
-75.0
-79.7
-42.1
-75.0
-72.4
-40.4
-75.0
-67.3
-39.2
-75.0
-63.5
-38.0
-75.0
-60.0
-37.6
-75.0
-59.1
-74.3
-57.5
-73.3
-55.9
-36.1
-72.2
-54.5
-35.5
CA-740
POS
42.2
70.0
70.0
41.1
70.0
70.0
38.6
70.0
70.0
44.3
70.0
70.0
42.1
70.0
70.0
40.4
70.0
67.3
39.2
70.0
63.5
38.0
70.0
60.0
37.6
70.0
59.1
70.0
57.5
36.7
70.0
55.9
36.1
70.0
63
NEG
-39.7
-90.0
-38.6
-75.0
- 90.0
-36.5
-75.0
-83.2
-41.9
-75.0
-75.6
-39.7
-75.0
-69.2
-38.4
-75.0
-64.1
-37.1
-74.3
-72.4
-57.3
- 35:9
-71.8
- 56.4
-35.4
-70.8
-34.8
-69.6
-53.2
-34.2
-68.4
-51.6
-33.7
-67.4
POS
39.7
70.0
70.0
38.6
70.0
70.0
36.5
70.0
70.0
41.9
70.0
70.0
39.7
70.0
69.2
38.4
70.0
64.1
37.1
70.0
60.5
36.2
70.0
57.3
35.9
70.0
56.4
35.4
70.0
54.8
34.8
69.6
34.2
68.4
60.4 -57.3
37.6 -36.7
70.0 -73.3
51.6
33.7
67.4
TABLE 7.
TEST REPORT: FTL-3580
TABLE 7A.
TEST REPORTS: FTL-4607, FTL-4608
67
-55.01 55.0
-55.01 55.0
-53.81 53.8
-52.81 52.8
-51.1151.1
-49.4 49.4
Sheet
72
-55.01 55.0
-55.01 55.0
-55.01 55.0
-55.01 55.0
-52.61 52.6
43.6143.6
NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR
1/4" SS4 CRETE-FLEX ANCHORS.
2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F.
Drawing No
7045-8
76
-60.5
-36.2
-43.6143.6
-66.7
-40.2
-42.6 42.6
54.5
35.5
70.0
ALUMINUM CASEMENT WINDOW, IMPACT
1
4
1
2
0
1
4
0
Raw
•
•
•
•
•
•
•
•
•
•
PRODUCT RENEWED
as complying with theliothig
Redding Code
Acceptance Pio
Unto
Divis
?Mud •
PE #58201
Mechanical
•
•
•
•
•
•
•
•
"XO"
WIDTH
"XOX"
WIDTH
Revisions:
B
HEIGHT
26
31
36
38 3/8
43
48
50 5/8
54
57
60
63
NEG
POS
NEG
POS
NEG
POS
NEG
POS
NEG
POS
NEG
POS
NEG
POS
NEG
POS
NEG
POS
NEG
POS
'NEG
POS
37
551/2
A
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0.
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
48
72
A
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
49 1/3
74
A
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
53 1/8
79 2/3
A
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-72.1
70.0
-69.5
69.5
-67.5
67.5
56
84
A
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-71.9
70.0
-67.7
67.7
-64.9
64.9
-62.7
62.7
-60.4
60.4
60
90
A
-75.0
70.0
-75.0
70 0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-68.4
68.4
-63.9
63.9
-60.0
60.0
-58.5
58.5
-56.2
56.2
-53.4
53.4
64
96
A
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-71.1
70.0
-61.8
61.8
-58.9
58.9
-56.1
56.1
-53.8
53.8
-50.4
50.4
-47.7
47.7
67.333
101
A
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-66.4
66.4
-58.2
58.2
-55.6
55.6
-52.6
52.6
-49.4
49.4
-45.9
45.9
-43.1
43.1
70.917
106 3/8
A
-75.0
70.0
-75.0
70.0
-75.0
70.0
-71.8
70.0
-61.8
61.8
-55.1
55.1
-51.9
51.9
-48.9
48.9
-45.8
45.8
-42.8
42.8
-40.3
40.3
72
108
A
-75.0
70.0
-75.0
70.0
-75.0
. 70.0
-70.4
70.0
-60.4
60.4
-54.3
54.3
-51.1
51.1
-47.9
47.9
- 44.8
44.8
-42.2
42.2
-39.7
39.7
74 _
111
A
-75.0
70.0
-75.0
70.0
-73.7
70.0
-67.9
67.9
-59.0
59.0
-52.8
52.8
-49.9
49.9
-46.4
46.4
-43.5
43.5
-41.1
41.1
-38.6
38.6
Raved By:
F.K.
Date:
3/25/03
Revisions:
B
ADD GLASS TYPE E TO TABLE 9
TECHNOLOGY DRIVE
NOKOMIS, FL 34275
P.O. BOX 1529
NOKOMIS, FL 34274
PRESSURES- XO, & 1/3- 1/3 -1/3 XOX WINDOWS
r
Revise By:
F.K.
Date:
7/10/03
Revisions:
C
NO CHANGE THIS SHEET
:
ALUMINUM CASEMENT WINDOW, IMPACT
Reveday.
F.K.
Date:
6/23/05
Reva�ns:
D
CHANGE ANCHORS AND ADD 76" HEIGHT OPTION
Drum B
F.K.
Data
12/17/02
checked By:
Dare:
I
Visibly Better
` oe'
CA -740
Scale:
NTS
Sheet:
8 or 13
Drawing 610'
7045 - 8
COMPARATIVE ANALYSIS TABLE 8.
"XO" OR "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS
TEST REPORT: FTL -3582
GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS
TABLE 9.
"XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS
TEST REPORTS: FTL -3582, FTL -3729
GLAZING OPTIONS: B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1/8 "HS,.090,1 /8 "HS)
ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1-75.01 70.0
TABLE 10.
"XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS
TEST REPORT: FTL -3580
GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS)
ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1 -90.01 70.0
TABLE 10A.
"XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608
GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) F.13/16" LAMI (1/8 "A,AIR SPACE, 7/16" LAMI -W/ 3/16 "A,.090,3 /16 "HS)
ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 76' HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 76" HIGH 1-55.01 55.0
NOTES: Q
1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR
1/4" SS4 CRETE -FLEX ANCHORS.
2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F.
1
3
X
1
3
0
X
X
0
0
X
t
.•
• •
• •
.• •
•
• •
••••
• •
PRODUCT RENEWED
as coaapiyitg with the Eland:
Balding Cede
Accepter= Mae
'E spisra¢ = sew
Lucas A. Turner, P.E.
PE #58201
Mechanical
•
•
•
•
•
•
•
•
••••
•
••
•
•••
• •
.•.
•
• �
•
•`••••
• •
COMPARATIVE ANALYSIS TABLE 11.
"XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -3582,
FTL -3729, FTL -4607, FTL -4608
GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) B. 5/16" LAMI (1 /8 "HS,.090,1 /8 "HS) C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS)
E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1 /8 "HS,.090,1 /8 "HS) F. 13/16" LAMI (1 /8"A,AIR SPACE, 7/16" LAMI -W/ 3/16 "A,.090,3 /16 "HS)
NEG
-60.6
"XOX"
69.264
-90.0
-47.5
86.919 24 38.919
95.973 27 42.973
-90.0
-48.2
-75.0
-79.5
-45.5
108.649
115.892
-73.2
-42.8
122
123.135
126.000
130
130.378
134
TABLE 12
Rend By.
F.K.
Rend By.
F.K.
Revsd By:
F.K.
Drawn By:
F.K
WIDTHS
VENT
19.125
30
32
33.687
34
34.791
35.896
36
37
Dale:
3/25/03
Date:
7/10/03
Date:
6/23/05
Dale:
12/17/02
FIXED
A
31.014
48.649
51.892
54.627
55.135
56.418
58.209
58.378
60
Revisions:
B
Revis ions:
C
Revisions:
D
Checked By:
B,E
C,F
A
B,E
C,F
A
B,E
C,F
A
B,E
C,F
A
-75.0
-73.6
-42.7
B,E
C,F
A
B,E
C,F
A
B,E
C,F
A
B,E
C,F
A
B,E
C,F
A
B,E
C,F
A
B,E
C,F
HEIGHT
26
NEG
-75.0
-75.0
-90.0
-75.0
-75.0
-90.0
-75.0
-75.0
-90.0
-75.0
-75.0
-90.0
-75.0
-75.0
-90.0
-75.0
-75.0
-90.0
-75.0
-75.0
-90.0
-75.0
-75.0
-90.0
-74.4
-75.0
-90.0
-74.3
-75.0
-90.0
-72.9
-75.0
-90.0
POS
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
36
NEG
-75.0
-75.0
-90.0
-69.1
-75.0
-90.0
-60.5
-75.0
-90.0
-53.5
-75.0
-90.0
-49.9
-75.0
-90.0
-47.3
-75.0
-90.0
-46.8
-75.0
-90.0
-45.5
-75.0
-90.0
-43.6
-75.0
-90.0
-43.5
-75.0
-90.0
-42.2
-75.0
-90.0
POS
70.0
70.0
70.0
69.1
70.0
70.0
60.5
70.0
70.0
53.5
70.0
70.0
49.9
70.0
70.0
47.3
70.0
70.0
46.8
70.0
70.0
45.5
70.0
70.0
43.6
70.0
70.0
43.5
70.0
70.0
42.2
70.0
38 3/8
NEG
-75.0
-75.0
-90.0
-63.4
-75.0
-90.0
-57.2
-75.0
-90.0
-50.4
-75.0
-90.0
-46.8
-75.0
-90.0
-44.0
-75.0
-90.0
-43.6
-75.0
-90.0
-42.6
-75.0
-90.0
-41.2
-75.0
-90.0
-41.0
-75.0
-90.0
-39.7
-75.0
70.0 -90.0
POS
70.0
70.0
70.0
63.4
70.0
70.0
57.2
70.0
70.0
50.4
70.0
70.0
46.8
70.0
70.0
44.0
70.0
70.0
43.6
70.0
70.0
42.6
70.0
70.0
41.2
70.0
70.0
41.0
70.0
70.0
39.7
70.0
70.0
43
,NEG
-74.1
-75.0
-90.0
-56.5
-75.0
-90.0
-62.1
-75.0
-90.0
-54.5
-75.0
-90.0
-51.3
-75.0
-90.0
-48.4
-75.0
-85.8
-47.9
-75.0
-85.0
-46.7
-75.0
-82.8
-45.1
-75.0
-79.9
-45.0
-75.0
-79.6
-43.5
-75.0
-77.1
POS
70.0
70.0
70.0
56.5
70.0
70.0
62.1
70.0
70.0
54.5
70.0
70.0
51.3
70.0
70.0
48.4
70.0
70.0
47.9
70.0
70.0
46.7
70.0
70.0
45.1
70.0
70.0
45.0
70.0
70.0
43.5
70.0
70.0
ADD GLASS TYPE E TO TABLE 11
NO CHANGE THIS SHEET
CHANGE ANCHORS AND ADD 76" HEIGHT OPTION
Date:
48
NEG POS
- 64.9 64.9
-75.0 70.0
-90.0 70.0
-50.4 50.4
-75.0 70.0
-90.0 70.0
-55.2 55.2
-75.0 70.0
-90.0 70.0
-50.7 50.7
-75.0 70.0
-84.7 70.0
-47.4 47.4
-75.0 70.0
-78.6 70.0
- 44.7 44.7
-75.0 70.0
-74.0 70.0
-44.3 44.3
-75.0
-73.1 70.0
-43.1 43.1
-75.0 70.0
-71.3 70.0
-41.5 41.5
-75.0 70.0
-69.3 69.3
-41.4 41.4
-75.0 70.0
-69.1 69.1
-40.4 40.4
-75.0 70.0
-67.3 67.3
50 5/8
-75.0
-75.0
-90.0
-52.6
-75.0
-75.0
-75.0
-75.0
-75.0
-75.0
-75.0
-75.0
-63.3
POS
60.6
70.0
70.0
47.5
70.0
70.0
52.6
70.0
70.0
48.2
70.0
70.0
45.5
70.0
70.0
42.8
70.0
69.4
42.4
70.0
68.8
41.6
70.0
67.3
40.4
70.0
65.3
40.3
70.0
65.1
39.2
70.0
63.3
1070 TECHNOLOGY DRIVE
NOKOMIS, FL 34275
P.O. BOX 1529
NOKOMIS, FL 34274
54
NEG
-58.1
-75.0
-90.0
=44.1
-75.0
-90.0
-49.1
-75.0
-87.0
-44.9
-75.0
-68.3
x -41.4
-75.0
-64.7
-41.1
-69.4
-42.4
-75.0
-68.8
-41.6
-64.1
-40.2
-75.0
-67.3
-40.4
-62.5
-38.9
-75.0
-60.6
-38.8
-75.0
-60.5
-37.7
-75.0
-59.1
"XO" & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH.
POS
58.1
70.0
70.0
44.1
70.0
70.0
49.1
70.0
70.0
44.9
70.0
70.0
42.7
70.0
88.3
41.4
70.0
64.7
41.1
70.0
64.1
402
70.0
62.5
38.9
70.0
60.6
38.8
70.0
60.5
37.7
70.0
59.1
57
NEG
-56.1
-75.0
-90.0
-41.6
-75.0
-90.0
-46.2
-75.0
-81.9
-42.0
-75.0
-69.7
-40.7
-75.0
-64.8
-39.5
-75.0
-39.3
-75.0
-60.5
-38.7
-75.0
-59.2
-37.7
-75.0
-57.6
-75.0
-57.4
-36.7
-55.9
ALL "XOX" SIZES UP TO 134" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND
ALL "XO" or "OX" SIZES UP TO 97" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH
56.1
70.0
70.0
41.6
70.0
70.0
46.2
70.0
70.0
42.0
70.0
69.7
70.0
64.8
39.5
70.0
61.0
39.3
70.0
38.7
70.0
59.2
37.7
70.0
57.6
37.6
70.0
57.4
36.7
70.0
55.9
Visibly Better
60
NEG
-53.3
-75.0
-90.0
-39.2
-75.0
-89.4
-43.6
-75.0
-77.2
-40.1
-75.0
-66.3
-38.6
-75.0
-61.4
-37.5
-74.9
-58.4
-37.3
-74.6
-57.9
-36.9
-73.7
-56.5
-36.2
-72.4
-54.7
-36.1
-72.3
-54.6
-35.5
-71.0
-53.0
ALL "XOX" SIZES UP TO 134" WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND
ALL "XO" or "OX" SIZES UP TO 97" WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH
POS
53.3
39.2
70.0
70.0
70.0
70.0
40.1
70.0
66.3
38.6
70.0
61.4
37.5
70.0
58.4
37.3
70.0
57.9
36.9
70.0
56.5
36.2
70.0
54.7
36.1
70.0
54.6
35.5
70.0
53.0
CA-740
63 67
NEG
-50.5
-75.0
-36.9
-73.8
-85.2
-41.1
-75.0
-73.1
-38.0
-75.0
-63.1
-36.6
-73.2
-58.8
-35.7
-71.4
-55.7
-35.5
-71.0
-55.2
-35.0
-70.1
-53.8
-34.3
-68.6
-34.3
-68.5
-51.7
-33.7
-67.4
-50.0
"XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORT: FTL-3580
TABLE 12A "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL-3580, FTL-4607, FTL-4608
50.5
36.9
70.0 -55.01 55.0
41.1
70.0
70.0 -55.01 55.0
38.0
70.0
70.0
58.8 -55.01 55.0
35.7
70.0
35.5
70.0
70.0
53.8 -50.1 50.1
34.3
68.6
51.9 -48.11 48.1
34.3
68.5
51.7 -48.0148.0
33.7
67.4
50.0 -46.31 46.3
70.0
55.0
NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR
A 1/4" SS4 CRETE-FLEX ANCHORS.
2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F.
NTS
smet
72
-55.01 55.0
-47.71 47.7
-45.8 45.8
-42.81 42.8
76
-43.0 43.0
-65.3
-40.3
-65.1
-39.2
-41.8141.8
PRESSURES- UNEQUAL CONFIG. XO, OX & XOX
ALUMINUM CASEMENT WINDOVV, IMPACT
Drawmg No.
7045-8
Row
UNEQUAL L1TES
UNEQUAL LITES
0
UNEQUAL LITES
•
•
•
•
•
PRODUCT REAMED
Divis
Lucas A. Turner, P.E.
PE #58201
Mechanical
•
•
•
•
•
•
•
•
•
•
MAX.
HEIGHT
(SEE SHTS. 3 & 4)
Roved By
F.K.
Revsd 8r
F.K.
Revsd By.
F.K.
Drawn ar
F.K.
Date:
3/25/03
bate:
7/10/03
Date:
6/23/05
Date:
12/17/02
VERTICAL SECTION
OPERABLE UNIT
Revisions:
B
Revisions:
C
Revisions:
D
Checked By.
kaki
MAX. VENT
DAYLIGHT
OPENING
(SEE SHT. 3)
MAX. DAYLIGHT
OPENING FIXED &
OPERABLE VENT
(SEE SHTS. 3 & 4)
ADD 13/16' I.G. GLAZING BEAD ITEM
SHOW TOP HINGE
CHG SHT. NO. REF. AND ADD ITEM 89
Date:
REFERENCE "XO" & "XOX" FRAME
ASSEMBLY DETAIL, SHEET 11
1111 FaILli;,
i..ri
80
VERTICAL SECTION
FIXED UNIT
1070 TECHNOLOGY DRIVE
NOKOMIS, FL 34275
P.O. BOX 1529
NOKOMIS, FL 34274
MAX. FIXED LITE
DAYLIGHT OPENING
(SEE SHT. 3)
MAX. WIDTH (SEE SHT. 3)
HORIZONTAL SECTION - XOX
MAX. VENT
I - DAYLIGHT OPENING -►!
5U (SEE SHT. 3)
I T -
Visibly Better
MAX. VENT
DAYLIGHT OPENING
(SEE SHT. 4)
MAX. WIDTH (SEE SHT. 4)
HORIZONTAL SECTION - X
Series/Model:
CA -740
MAX. WIDTH (SEE SHT. 3)
HORIZONTAL SECTION - XX
Scale.
NTS
Sheet:
10 d 13
REFERENCE "XO" & "XOX" FRAME
ASSEMBLY DETAIL, SHEET 11 A
•
"XX" FRAME
"
ASSEMBLY DETAIL, SHEET 11 A
Description:
SECTIONS
rare:
ALUMINUM CASEMENT WINDOW, IMPACT
Drawing No.
7045 -8
CDCDO
Rev:
D
niosv T REvis o
sowiying IM>
MON
Code ...•
!ti
• •
•• •
• • •
• •
• • •
•• •
• • •
• • •
• • •
•• •
• •
••••
eRODUCI' RENEWED
as complying with the Florid;
!guiding Coate
Acceptance No
Dsdo
1/
at ;
�n
d
1
Lucas A. Tumer, P.E.
PE #58201
Mechanical
..1
••
•
0110
•
•••
•
•• ,
• • tr
•
•
2013
•
•
•
•
•••
• •
•••
•
•••
•
FRAME ASSEMBLY
TUBE, MAT'L: 6063 -T6
"X" FRAME JAMB
Revsd By Date:
F.K. 3/25/03
Revsd ay: Date:
F.K. 7/10/03
Revsd By Date:
F.K. 6/23/05
D,avm By Date:
F.K. 12/17/02
"XX" FRAME ASSEMBLY DETAIL
FRAME ASSEMBLY
TUBE, MAT'L: 6063 -T6
"XO" & "XOX" FRAME ASSEMBLY DETAIL
FRAME HEAD OR SILL
Revisions
B
Revisions.
C
Revisions:
D
Checked By:
Date:
#8x1 QUAD PH SMS
(2) PER CORNER
NO CHANGE THIS SHEET
NO CHANGE THIS SHEET
ADD ITEM 89
#12x1 PH TEK SMS
13" MAX. O.C. WI (2) SCREWS
3" APART AT MID -SPAN
"X" FRAME JAMB
#12x1 PH TEK SMS
13" MAX. O.C. W/ (2) SCREWS
3" APART AT MID -SPAN
MAIN FRAME ASSEMBLY DETAIL
NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6
#8x1 QUAD PH SMS
(2) PER CORNER
SASH FRAME
SIDE RAIL
SASH FRAME ASSEMBLY DETAIL
1070 TECHNOLOGY DRIVE
NOKOMIS, FL 34275
P.O. BOX 1529
NOKOMIS, FL 34274
SASH FRAME TOP
OR BOTTOM RAIL
Visibly Better
EXTRUSIONS & ASSEMBLY DETAILS
rwe:
ALUMINUM CASEMENT WINDOW, IMPACT
Se'ies/Modet
CA -740
---' 1.159"
I--- 2.139" ---
SASH FRAME HEAD, SILL, JAMB
MAIL: 6063 -T6
DWG# 7003A
2.784"
FIXED FRAME HEAD, SILL, JAMB
MATL: 6063 -T6
DWG# 7005A
seat
NTS
Sheet
11 of 13
1.376"
Tj �_
.095" I
CASEMENT BACKING PLATE
MAT'L: 6063 -T6
DWG# 7071
1
.434"
2.854"
.062"
NOM.
Drewins No
440"
3.544"
.062"
NOM.
7045 -8
FRAME HEAD, SILL, JAMB
MATL: 6063 -T6
DWG# 7002A
Rev:
.062"
NOM.
2.784"
• •
•• • •
• • •
• •
• • •
•• •
•
• • •
•• •
•
• •
•
• ••••
•
PRODUCT RENEWED
as complying with Oro MAIO
guiding Cdt:g
Aeceptam ,114a
t)-,Z
1 /c/r
Lucas A. i ne,, P.E.
PE #58201
Mechanical
2.919"
1
••.•••
•
•
•
..�
•
• •
••a••
• •
•• ,••
••,•••
•
•
•
•
• •
PARTS LIST CONT.
ITEM
DWG #
PGT. #
DESCRIPTION
73
7025 _
MAXIM SINGLE LOCK
74
7016
SINGLE LOCK KEEPER
75
70834A
#8 X .750 QUAD PN SMS
80
7005A
FIXED WINDOW FRAME - HEAD, SILL & JAMBS
81
1155
78IPQA
#SX1 QUADPNSMS
82
7010
FIXED FRAME CORNER KEY
83
7007
INSTALLATION HOLE COVER
85
7047
67407
GLAZING BEAD (13/16" LG.)
86
13/16"
I.G. GLASS (118 "HS, AIR SPACE, 5 /16 "LAMI) 5/16" LAMI =
(2) LITES OF 1 /8 "HS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB
87
13/16"
I.G. GLASS (1 /8 "HS, AIR SPACE, 7 /16 "LAMI) 7/16" LAIVII =
3/16A & 3/16HS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB
88
13/16"
I.G. GLASS (1 /8"HS, AIR SPACE, 7 /16 "LAMI) 7/16" LAMI=
3/16HS & 3/16HS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB
89
7071
67071
CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13)
ITEM
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
30
31
32
33
40
41
43
44
45
46
50
51
52
53
54
55
67
68
69
70
71
72
DWG#
PGT. #
7002A
1155
781PQA
7008
7003A
1155
781PQA
7017
67017K
7009
7024
7026
7014
1157
78X78PPSMS
7013
7015
7028
7027
7030
7031
7032
7858ZA
7033
7022
7023
710x12FP
7036
7042
1224
1634
7006
7040
1635
61635K
331
60976
7004A
7011
712X1PPT
7012
7019
711573
7018
7FLDHD
PARTS LIST
DESCRIPTION
MAIN FRAME - HEAD, SILL & JAMBS
#8 X 1 QUAD PH SMS
FRAME CORNER KEY
1/2 "X1/2 "X1/8" CLOSED -CELL FOAM TAPE
SASH - TOP, BOTTOM & SIDE RAILS
#8 X 1 QUAD PH SMS
BULB WEATHERSTRIP .187X.240
SASH CORNER KEY
MAXIM MULTI-POINT LOCK ,
LOCK SUPPORT PLATE
#10-24 X .562 PI-L PN. TYPE F
MULTI -LOCK KEEPER (R.H. & L.H.)
#8 X .875 PH. PN. SMS
TIE BAR. GUIDE
TIE BAR ASSEMBLY
MAXIM DYAD OPERATOR
MAXIM DUAL ARM OPERATOR
OPERATOR GASKET
BACKING PLATE
#8-32 X .375 PH. PN. TYPE B
STUD BRACKET (L.H. & RH.)
#8 X 5/8" FLT. PHL SMS
OPERATOR TRACK & SLIDER (DUAL ARM)
SNAP -ON HANDLE
12" HINGE (HEAVY DUTY)
#10 X .500 PH. PHL.
5/16" LAMINATED (1/8A & 1 /8HS GLASS)
.090 INTERLAYER - SOLUTIA OR DUPONT PVB
5/16" LAMINATED (1 /8HS & 1 /81IS GLASS)
.090 INTERLAYER - SOLUTIA OR DUPONT PVB
7/16" LAMINATED (3/16A & 3/16HS GLASS)
.090 INTERLAYER - SOLUTIA OR DUPONT PVB
7/16" LAMINATED (3 /16HS & 3 /16HS GLASS)
.090 INTERLAYER - SOLUTIA OR DUPONT PVB
GLAZING BEAD (5/16 ")
GLAZING BEAD (7/16 ")
6TP247 VINYL BULB WSTP (THICK)
SILICONE - DOW CORNING 899, 995 OR EQUIV.
PARABOND
6163K SETTING BLOCK
SCREEN FRAME
SCREEN CORNER KEY
SCREEN CLOTH
SCREEN SPLINE - SERRATED
CASEMENT SCREEN CLIP
78x12PSTWB #8 X .500 SQ. PN. TEK SMS
67004 CASEMENT FRAME ASS'Y. TUBE
#12 X 1" PH. PHIL. TEK
LOCK SUPPORT PLATE
LOCK SPACER
SNAP -ON T- HANDLE KNOB
FOLDING HANDLE
Rend By
F.K.
Revsd By
F.K.
Domesday:
F.K.
Drawn By
F.K.
Date:
3/25/03
Date:
7/10/03
Date:
6/23/05
Date:
12/17/02
Revisions:
B
Revisions:
C
Revisions:
D
Checked By.
ADD 13/16" I.G. GLASS & GLAZING BEAD
NO CHANGE THIS SHEET
ADD EQUIV. TO ITEM 44, SILICONE AND ADD ITEMS 87, 88 AND 89
Date:
A
1070 TECHNOLOGY DRIVE
NOKOMIS, FL 34275
P.O. BOX 1529
NOKOMIS, FL 34274
.706"
. 050"
. 050"
Visibly Better
1 *.
.865"
5/16" GLAZING BEAD
MAIL: 6063 -T6
DWG# 7036
. 523"
.865"
7/16" GLAZING BEAD
MAT'L: 6063 -T6
DWG# 7042
.040" 1.000"
.423" �--
CASEMENT SCREEN FRAME
MAT'L: 6063 -T6
DWG# 7006
.125"
.062"
PARTS LIST & EXTRUSIONS
993"
5
J r f
.040"
--•-j f---- .172"
.870"
T1-74 II .050"
F-- .569"
13/16" GLAZING BEAD
MAT'L: 6063 -T6
DWG# 7047
r
.093" —t
CASEMENT FRAME
ASSEMBLY TUBE
MAT'L: 6063 -T6
DWG# 7004A
INSTALLATION HOLE COVER
MAT'L: 6063 -T6
DWG# 7007
i
2.701'
P , •
five
• •
• • • •
• • •
• •
• • •
•• •
•
• • •
• • •
•
•
•
••••
• •
••••
PRODUCT RENEWED
as complying with the Ftork1
Satan Cie
Accepts= Pte
tin
r.,
• ; -.
rta,
er
Lucas A. T L'rner. P.E.
PE # 58201
Mechanical
A
•t••
• •
•
• ••••
• •
• •
• I.
• •
• •• •
•
•
•
•
••
•
■ 2x WOOD BUCK
(SEE NOTE 3)
1/4" MAX. SHIM
ASEE No 1
1 1/2"
MIN.
OPERABLE UNIT FRAME
TO WOOD BUCK
1 1/2" OR MORE THICK
A SEE NOTE 1
SEE NOTE 4
Revsd By
F.K.
Revsd By
F.K.
Revsd By
F.K.
Drawn By
F.K.
Dale:
7/10/03
Date:
6/23/05
Date:
12/17/02
Revisions:
B
Revisions:
C
Revisions:
D
Checked By.
NO CHANGE THIS SHEET
NO CHANGE - 1741S SHEET
REVISE NOTES AND REMOVE 3/16° TAPCONS & #14 SCREWS
Date:
1/4" MAX. SHIM
&SEE NOTE 1
A ix WOOD BUCK
(SEE NOTE 3)
1/4" MAX. SHIM
111111111 All 1111if111►
•
j 1 1/4"
MIN.
OPERABLE UNIT FRAME
TO CONCRETE
1 1/4"
MIN.
A
SEE NOTE 4
1070 TECHNOLOGY DRIVE
NOKOMIS, FL 34275
P.O. BOX 1529
NOKOMIS, FL 34274
Y
SEE NOTE 4
OPERABLE UNIT FRAME
TO CONCRETE W/ WOOD BUCK
LESS THAN 1 1/2" THICK
1/4" MAX. SHIM
&SEE NOTE 1
111 11 77(1 1
11 1111
1/4" MAX. SHIM I—
A SEE NOTE 2
NOTES: A,
1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4
CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 1/2 ". SEE SHEET 1 FOR SPACING.
2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE -FLEX.
SEE SHEET 1 FOR SPACING.
3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD
BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR
GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY
HAVING JURISDICTION.
4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADE COUNTY.
Date:
3/25/03
Visibly Better
A 2x WOOD BUCK
(SEE NOTE 3)
11/2'
MIN.
FIXED UNIT FRAME
TO WOOD BUCK
1 1/2" OR MORE THICK
•
r.
a -
j 1 1/4"
MIN.
FIXED UNIT FRAME
TO CONCRETE
A
SEE NOTE 4
ANCHORAGE DETAILS
NOTE: ALL DETAILS
APPLY TO HEAD,
SILL, AND JAMB.
A
SEE NOTE 4
® SEE NOTE 1
A ix WOOD BUCK
(SEE NOTE 3)
1/4" MAX. SHIM
11/4 "
MIN.
FIXED UNIT FRAME TO CONCRETE W/
WOOD BUCK LESS THAN 1 1/2" THICK
Pasuicr swum
asseirm
els ir
• ••
• • • •
• . •
•
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•• ••
• • •
• •
•• •
• • •
• • •
•
• •
• • •
•
• • •
•• • ••••
PRODUCT RENEWEftt • • • • •
as cooplging with the Ftoi4it
Doling Code
Acespt>mmo NG
Lucas A. Turner, P.E.
PE #58201
Mechanical
A
SEE NOTE 4
•
•
•
•
•
•
• • • •
•
.•
• • • •
•
•
•
• ••
• •
•••
•
.•
•
•
•
Q7. REFERENCES: TEST REPORTS FTL -4858, FTL -4859 AND FTL -5330.
ELCO TEXTRON NOA: 04 -0721.01, 03- 0225.05
ANSI /AF &PA NDS -2005 FOR WOOD CONSTRUCTION
ADM -2005 ALUMINUM DESIGN MANUAL
Q 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE R
HURRICANE ZONE (HVHZ).
Revsd By
F. K.
Revsd By
F.K.
Revsd By.
F.K.
Drawn By
F.K.
Date:
4/15/07
Date:
10/17/06
Date:
5/13/06
Dater
2/28/06
Revisions:
C
Revisions:
8
Revistons:
A
Checled By:
J.J.
ADD FTL -5330 TO NOTES 7 & CHG. NOTE 8 TO CURRENT EDIT.
CHANGE TO ASTM E 1300-02
ADO AIR SPACE DIM. NOTE 1, TECH. REF. NOTE 7 & NOTE 8.
Data:
3/23/06
GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW
1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2)
A. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER.
B. 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE
MAXIMUM PVB INTERLAYER.
C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER.
D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER.
E. 7/16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE
MAXIMUM PVB INTERLAYER.
F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090
G. 13/16" LAMI IG: (1) LITE OF 1/8° OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE
.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER.
H. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16° LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE
OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER.
I. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE
WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER.
J. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE
.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER.
K. 13/16° LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16° OR 1/4" AIR SPACE
OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KE
L. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE
WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER.
2. CONFIGURATIONS: OX, XO, XOX
3. DESIGN PRESSURES: (SEE TABLES, SHEET 3)
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TA3LES ASTM E
4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
5. SHUTTERS ARE NOT REQUIRED.
6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET.
NOA DRAWING MAP
DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER.
AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A
AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS
AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN
AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE
EPSAFE MAXIMUM PVB INTERLAYER.
AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS
1300-02.
PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS.
HE FLORIDA BUILDING CODE, CL.)mokuQgI,poltsif lJ,.1JNG THE HIGH VELOCITY
p T
visibly Better
•
�eacnAlton:
GENERAL NO'T'ES`'
Tine:
ALUM. HORIZONTAL ROLLER WINDOW, IMPACT
Series/Medet:
HR710
Scare:
NTS
Sheet:
1 a 11
Draws No.
4127 -10
Rev:
C
SHEET
GENERAL NOTES 1
GLAZING DETAILS 2
DESIGN PRESSURES 3
ELEVATIONS 4
VERT. SECTIONS 5
HORIZ. SECTIONS 5
PARTS LIST 6
EXTRUSIONS 7
CORNER DETAIL 5
ANCHORAGE 8-11
• ▪ • •
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••••
• •
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• • •
••••
•
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• • •
• ••
• •
• • •
• •
••
••
•
••
•
• e
• • •
• •
• •
• • •—
•. •
•
•
•
••••
• •
••••
PRODUCT REVISED
as corrp ying with the Florida
L'Fld,i; Code
Acc:.ptence No 0
Expiration Date
• •
•
•
•
Robert L. Clark, F.E.
PE #39712
Structural
EQUIREMENTS OF T
1070 TECHNOLOGY DRIVE
NOKOMIS, FL 34275
P.O. ?OX 1529
NOKOMIS, FL 34274
•
• •
••••
•
••••
•
•••
• •
•••
•
•
•
•
••
•
••••
•
Revsd By: Date:
F.K. 4/15/07
Revsd By Date:
F.K. 10/17/06
Revsd By: Date:
F.K. 5/13/06
Drawn By: Date:
F.K. 2/28/06
13/16" LAMI IG GLASS W/ 5/16" LAMI
Revisions:
C
Revisions:
B
Revisions:
A
Checked By.
J.J.
@
1/8" ANNEALED OR HEAT STRENGTHENED GLASS
.090 SOLUTIA OR DUPONT PVB INTERLAYER
1/8" ANNEALED OR HEAT STRENGTHENED GLASS
• - 5/16" NOM.
5/16" LAMINATED GLASS
NO CHANGE THIS SHEET
NO CHANGE THIS SHEET
Data
3/23/06
1/2" NOM.
GLASS BITE
1(2" NOM.
GLASS BITE
ADD AIR SPACE DIM. TO LAMI !G DETAILS
1/8" ANNEALED OR HEAT STRENGTHENED GLASS
.090 SOLUTIA OR DUPONT PVB INTERLAYER
1/8" ANNEALED OR HEAT STRENGTHENED GLASS
5/16" LAMINATED
5/16" OR 3/8" AIR SPACE
1/8" OR 3/16" ANNEALED (MIN.) GLASS
13/16" NOM.
72,73,74,75,76,77
1070 TECHNOLOGY DRIVE
NOKOMIS, FL 34275
P.O. 30X 1529
NOKOMIS, FL 34274
1/2" NOM.
GLASS BITE
3/16° ANNEALED OR HEAT STRENGTHENED GLASS
.090 SOLUTIA OR DUPONT PVB INTERLAYER
3/16" ANNEALED OR HEAT STRENGTHENED GLASS
7/16° LAMINATED
7/16' LAMINATED GLASS
1/2" NOM.
GLASS BITE
3/16" ANNEALED OR HEAT STRENGTHENED GLASS
.090 SOLUTIA OR DUPONT PVB INTERLAYER
3/16" ANNEALED OR HEAT STRENGTHENED GLASS
7/16" LAMINATED
3/16" OR 1/4" AIR SPACE
1/8" or 3/16" ANNEALED (MIN.) GLASS
13/16" NOM.
13/16" LAMI IG GLASS W/ 7/16" LAMI
Visibly Better
:
GLAZING DETAILS
Title:
ALUM. HORIZONTAL ROLLER WINDOW, IMPACT
HR710
Full
sheet
2 ° 11
Drawing No.
4127 -10
<71 EXTERIOR INTERIOR
(ALL SECTIONS)
Rev:
C
• •
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•. •
•
• •
••••
• •
•• •
• • •
• •
••. •
• •
• .•
• • •
••. •
•
•• •
•. •
• ••
•• •
• • •
•• •
•
• •
• • •
• • •
•• • ••••
PRODUCT REVISED •
as complying with the Florida
Building Code
Acceptame No 0 — • $
Expiration Date 3F4
13y
Mi ; r Dade Product
Di '.ion
overt L. Clark, P.E.
PE #39712
Structural
.0
c !/
•
•
• •
•s..•
• •
• e•••
• ••.•
•
•
•.
••
•
•
•
•
WINDOW
WIDTH
GLASS
TYPE
WINDOW HEIGHT
26"
36"
38 3/8"
48"
50 5/8 "
54"
60"
63"
84"
A,B,G,H
+60.0
-60.0
+60.0
-60.0
+60.0
-60.0
+60.0
-60.0
+60.0
-60.0
+60.0
-60.0
+60.0
-60.0
+60.0
-60.0
96"
A,B,G,H
+60.0
-60.0
+60.0
-60.0
+60.0
-60.0
. +60.0
-60.0
+60.0
-60.0
+60.0
-60.0
+58.8
-58.8
+56.2
-56.2
106 3/8"
A,B,G,H
+60.0
-60.0
+60.0
-60.0
+60.0
-60.0
+60.0
-60.0
+60.0
-60.0
+60.0
-60.0
+55.2
-55.2
+52.3
-52.3
108"
A,B,G,H
+60.0
-60.0
+60.0
-60.0
+60.0
-60.0
+60.0
-60.0
+60.0
-60.0
+60.0
-60.0
+54.6
-54.6
+51.7
-51.7
111 ""
A,B,G,H
+60.0
-60.0
+60.0
-60.0
+60.0
-60.0
+60.0
-60.0
+60.0
-60.0
+59.5
-59.5
+53.6
-53.6
+50.9
-50.9
UP TO 111"
C,1
+60.0
-60.0
UP TO 111"
D, E, F,
J, K, L
+75.0
-75.0
XOX (1/4,1/2,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER
TABLE 2.
XOX (1/3,1/3,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER)
WINDOW GLASS WINDOW HEIGHT
WIDTH
TO 86 7/16 "
TO 86 7/16"
OX AND XO FLANGE OR INTEGRA . I INDOWS (FLANGED O . FIN WINDOWS W/
TABLE3.
DLO ARE 1" SMALLER)
A,B,G,H
A,B,G,H
+75.0 -75.1
+75.0 -75.0
+75.0 -75.0 +75.0 -75.1
+75.0 -75.0 +75.0 -75.0
A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0
A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0
+75.0 -75.0
+75.0 -75.0
+75.0 -75.0
+75.0 -75.0
+75.0 -75.
+75.0 -75.0
+75.0
+75.0
WINDOW GLASS
WINDOW HEIGHT
WIDTH
60"
66"
72"
74 "
UP TO 74" C
I,J, K, L
GLASS TYPES: TEST REPORT FTL -4858 (XO)9, FTL -4859 (OX& XO) AND FTL -5330
A. 5/16" LAMI
B. 5/16" LAMI
C. 5/16" LAMI
D. 7/16" LAMI
E. 7/16" LAMI -
F. 7/16" LAMI -
- (1/8" A, .090,1/8" A)
- (1/8" A, .090,1/8 " HS)
- (1/8" HS, .090,1/8" HS)
- (3/16" A, .090, 3/16" A)
(3/16" A, .090, 3/16" HS)
(3/16 " HS, .090, 3/16" HS)
Revdd By:
F.K.
Revd By:
F.K.
Revdd By
F.K.
Draw, By:
F.K.
Date:
4/15/07
Date:
10/17/06
Date:
5/13/06
Date:
2/28/06
TYPE
A,B,C,
G, H, I
D,E,F,
J, K, L
Revisions:
C
Revisions:
B
Revisions:
A
Checked By.
J.J.
ALL HEIGHTS UP TO
TYPE 26"
Dale:
3/23/06
36"
ADD INTEGRAL FIN OPTION & UPDATE ASTM E 1300 -02 DPs
REVISE DP TABLES TO ASTM E 1300 -02
ADD AIR SPACE DIMENSION GLASS TYPES G THRU L.
G. 13/16" LAMI IG-1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8 "A, .090,1/8 "A)
H. 13/16" LAMI IG-1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8 "A, .090,1/8 "HS)
I. 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8 "HS, .090,1/8 "HS)
J. 13/16" LAMI I0-1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3/16 "A)
K. 13/16" LAMI IG-1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3/16 "HS)
L. 13/16" LAMI I0-1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "HS, .090, 3/16 "HS)
38 3/8 "
48"
50 5/8"
54 "
+75.0 -75.0
1070 TECHNOLOGY DRIVE
NOKOMIS, FL 34275
P.O. BOX 1529
NOKOMIS, FL 34274
Visibly Better
+75.0
+75.0
senesmromc
HR710
-75.0
-75.0
scale:
NTS
+75.0 -75.0
+74.2
+69.6
-74.2
-69.6
-75.0
-75.0 +75.0 -75.0 +68.1 -68.1
sneer:
3 of 11
63"
+60.0
+75.0
TABLE 1.
0
-60.0
-75.0
63"
+75.0 -75.0
+70.2
+65.2
+63.8
+75.0
-70.2
-65.2
-63.8
-75.0
DeuWgi n:
DESIGN PRESSURES
Tide:
ALUM. HORIZONTAL ROLLER WINDOW, IMPACT
Draxvmg Ro.
4127 -10
Rev:
C
• •
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• •
•• ••
••••
•
• ••
• • •
••••
•
• •
•. •
• ••
• • •
• • •
•• •
..
• w
•
:'
•"
•"
••
By
Div : ton
• • •
• •
• •
• • •
•• •
• •
•
••••
• •
••••
a:; 4:x_, c; I • i::. with the Florida
BuiIdi:tgCV:?e
Acceptance No o7- 08/5.0
Ex. iration Date ___'/ 1 _
r: : •roducx ,,i l
•
•
•
•
Robert L. Clark, P.E.
PE #39712
Structural
••••
•
•
•
••
•
••••
•
•••
• •
•••
••••
•
•
•
••••
•
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•
Rewd By:
F.K.
Revd By:
F.K.
Revsd By:
F.K.
Drawn By:
F.K.
0
RIZZI
Oral
57 3/8"
MAX.
DLO ALL
FIXED
LITES
Date:
4/15/07
Date:
10/17/06
Date:
5/13/06
Date:
2/28/06
27 3/8"
MAX. DLO
VENT
110" MAX. WIDTH I.F. FRAME
111" MAX. WIDTH FLANGE FRAME
Revtslans:
C
RevIstons:
8
Revisiting:
A
Checked By
J.J.
ru-- 3 DLO FIXED
DLO FIXED
74" MAX. WIDTH FLANGE FRAME
ADD INTEGRAL FIN FRAME MAX. DIMENSIONS AND CORNER
CONSTRUCTION DETAIL FROM SHT. 6.
NO CHANGE THIS SHEET
NO CHANGE THIS SHEET
Date:
3/23/06
54 5/16" MAX. DLO FIXED
DETAIL B - XOX (1/4- 1/2 -1/4)
C
73° MAX. WIDTH I.F. FRAME —►I
DETAIL A - OX OR XO
33 9/16° MAX.
DLO VENT
A
56"
MAX.
DLO ALL
VENTS
62" MAX.
I.F. FRAME
ALL
CONFIG.
A
1070 TECHNOLOGY DRIVE
NOKOMIS, FL 34275
P.O. BOX 1529
NOKOMIS, FL 34274
A
1
63" MAX.
FLANGE
FRAME
ALL
CONFIG.
A
PG
Visibly Better
27 3/8"
MAX. DLO
VENT
Ser✓es/Node&
HR710
state:
NTS
SEALANT OR GASKET
AT HEAD AND SILL
sham:
4 at 11
27 3/8"
MAX. DLO — ►
FIXED
8 5 7/16" MAX. WIDTH I.F. FRAME — 1 A
86 7/16° MAX. WIDTH FLANGE FRAME
DETAIL C - XOX (1/3- 1/3 -1/3)
NOTE:
1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS.
I.F. FRAME
FLANGE FRAME
VIEW D -D
(FRAME CORNER CONSTRUCTION)
Description:
ELEVATIONS
r>r.:
ALUM. HORIZONTAL ROLLER WINDOW, IMPACT
Drawing No.
4127 -10
Rer.
C
i A
D D
• •
• • •
•• •
•
•.•.
• •
•• ••
••••
• • • •
• ••
• • •
•.••
•• •
•• •
• • •
•• •
•
•
•
•
•
oboes L. Clark, P.E.
PE #39712
Structural
•
•
••
• • •
• •
• • •
• • •
•
• •
•• • ••••
• •
REVISED• • • •
' with the Florida
Cede
No 07-
&: cation Date
L7
Con Pa /,
Dy // :�:
Miami # ade ' r uct r �,
Di' on
•
•
•
•
•.
•.
•
•
•
•.•
• •
••.
• •• •
•
••
•
•
Raved By:
F.K.
Rend By
F.K.
Raved By
F.K.
Drown By
F.K.
MAX.
HEIGHT
FLANGE
FRAME
Q
Date:
10/17/06
Date:
5/13/06
Date
2/28/06
Revisions:
C
Revisions:
B
Revisions:
A
Chec*adBy.
J.J.
SECTION C -C Q
(VERTICAL SECTION, FLANGE FRAME)
Date:
4/15/07
INTERIOR
ADD INTEGRAL FIN FRAME, ITEMS 41, 42 AND 43 AND VIEWS.
NO CHANGE THIS SHEET
NO CHANGE THIS SHEET
Data I
3/23/06
EXTERIOR
SILL
INTERIOR
(VERTICAL SECTION, I.F. FRAME)
1070 TECHNOLOGY DRIVE
NOKOMIS, FL 34275
P.O. BOX 1529
NOKOMIS, FL 34274
1 MAX. FIXED DLO -- 1
MAX. WIDTH (FLANGE FRAME)
SECTION B -B
(HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME)
Q
Visibly Better
MAX. VENT DLO
MAX. WIDTH (I.F. FRAME)
SECTION A -A
(HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIIy,FRAME)
HEAD
(VERTICAL SECTION, I.F. FRAME))
Description:
SECTIONS
ALUM. HORIZONTAL ROLLER WINDOW, IMPACT
Sole: t:
SerlasMfodeC
I Halfl 5 X 11
HR710
1Dratebv Ab. Rev.
4127 -10 I C
MAX. VENT DLO
• •
• • •
.. •
•
.. •
•
.. • •
• •
. •
• .•
• . •
••••
•
• • •
• • •
• ..
.. •
• • •
. . •
.•I
•
...
•
..
..
Di
• .
•
• •
• ..
.. •
•
ade ' o +uct Con
....
•
•
PRODUCT REVISED
as co rE:; ilg with the Florida
rock
Acc.:^::oce No 07 -0 815 09
'ration Date 2 / 00
•e
•
•
•
Robert L. Clark, P.E.
PE ;139712
Structural
•
•
.
•
...
.
• •
...
•.••
•
•
....
•
2
3
4
6
7
8
10
12
13
14
15
16
17
19
21
22
23
24
29
32
33
35
36
37
38
39
40
41
42
43
50
51
52
53
54
55
56
4025
4053
4136
4137
4131
71298
1626
4002
4134
1155
4110
4054
4066
4105
1683
225 -1
226
4128
4006
1235
1096
1016
4126
1683
7070
4139
4140
4141
1224
1225
4039
4044
4222
985
A
G
B
D
B
B
A
C
ITEM DWG#
4102
A
59
60
61
62
63
64
65
4067
GLASS
tt
11
11
tt
MAT
DES CRIPTION
FLANGE FRAME HEAD _
SASH STOP (STD.) (ANTI LIFT CLIP)
#8 X 3/4 PH. PAN HEAD
SASH STOP COVER (SASH STOP)
FLANGE FRAME SILL
SILL ADAPTOR
ROLLER TRACK
WEEP HOLE COVER
ADHESIVE OPEN CELL FOAM PAD
FLANGE FRAME JAMB
GASKET FOR MAIN FRAME SILL JOINT
#8 X 1.000 QUAD PN. SMS
SCREEN ADAPTOR
FIXED MEETING RAIL
WSTP.,.187 X .230, FIN SEAL
SASH TOP & BOTTOM RAIL
WSTP.,.250 X .270 BACK, FIN SEAL
ROLLER HOUSING & GUIDE
BRASS ROLLER WHEELS
HORIZONTAL ROLLER SASH TOP GUIDE
SASH MEETING RAIL
WSTP.,.170 X 270 BACK, FIN SEAL
SWEEP LATCH
#8 X .625 P11. FL. SMS
SASH SIDE RAIL
WSTP.,.250 X 270 BACK, FIN SEAL
BULB WEATHERSTRIP .187 X .275
LIFT RAIL COVER CAP
I.F. FRAME HEAD
I.F. FRAME SILL
I.F. FRAME JAMB
GAZING SILICONE, DOW 899, 995 OR EQUIVALENT
VINYL GAZING BEAD BULB (THICK)
VINYL GAZING BEAD BULB (THIN)
GAZING BEAD - 5/16"
GLAZING BEAD - 5/16" W /GRJ L K1T
GAZING BEAD - 7/16"
GAZING BEAD - 7/16" W /GRILL KIT
GLAZING BEAD - 13/16"
5/16" LAMI (1/8" A, 090 PVB, 1 /8" A)
5/16" LAMI (1/8" A, 090 PVB, 1/8" HS)
5/16" LAMI (1/8" HS, .090 PVB, 1/8" HS)
7/16" LAMI (3/16" A, .090 PVB, 3/16" A)
7/16" LAMI (3/16" A, .090 PVB, 3/16" HS)
7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS)
6063 -T6 AL
6063 -T5 AL
6063 -T5 AL
6063 -T6 AL
6063 -T6 AL
6063 -T6 AL
POLYPROP.
6063 -T6 AL
6063 -T5 AL
606311D -T6 AL
6063 -T5 AL
BRASS
POLYPROP.
6063HS-T6 AL
DIE-CAST
6063 -T5 AL
6063 -T6 AL
6063 -T6 AL
6063 -T6 AL
6063 -T5 AL
6063 -T5 AL
6063 -T5 AL
6063 -T5 AL
6063 -T5 AL
PGT#
612237
612244
7834AA
64136
64137
64131
71298
7PAD1626
612225
74134W/IC
781PQA
64110G
64054A
64066G
612240
61683G
4211211D
7BRWHL2
44128N
64006
67S 16G
71096
7858
64126
61683G
67070K
74078 "C" L OR
64139
64140
64141
6TP247W,K
6TP248K
64039B
644703
64222
6985
64067
RsysdBy:
F.K.
Revsd By :
F.K.
Rend By.:
F.K.
Drawn By:
F.K
Date:
4/15/07
Date:
10/17/06
Date:
5/13/06
Date:
2/28/06
Revisions:
C
Ravistana:
B
Revisions:
A
Checked By:
J.J.
ADD ITEMS 41, 42 & 43
NO CHANGE THIS SHEET
ADD SPACE DIMENSIONS ITEMS 66 THRU 77.
Date. I
3/23/06
1070 TECHNOLOGY DRIVE
NOKOMIS, FL 34275
P.G. BOX 1529
NOKOMIS, FL 34274
A
A
A
ITEM
66
67
68
69
70
71
72
73
74
75
76
77
90
91
92
93
94
95
96
T "
Visibly Better
DWG#
GLASS,
11
1014
1630
1631
1073
1624
1635
1.988
REvI
DESCRIPTION 1 MAIL I PGT#
13/16" LAMI IG-1 /8 "A, 3/8 "AIR SPACE, 5/16" LAMI (1/8 "A, .090 PVB, 1 /8 "A)
13/16" LAMI IG.1 /8 "A, 3/8" AIR SPACE, 5/16" LAMI (1/8 "A, .090 PVB, 1/8"HS)
13/16" LAMI IG- 1/8 "A, 3/8" AIR SPACE, 5/16" LAMI (1 /8 "HS, .090 PVB, 1 /8 "HS)
13/16" LAMI IG- 3/16 "A, 5/16" AIR SPACE, 5/16" LAMI (1/8 "A, .090 PVB, 1 /8 "A)
13/16" LAMI IG- 3 /16 "A, 5/16" AIR SPACE 5/16" LAMI (1 /8 "A, .090 PVB, 1 /8 "HS)
13/16" LAMI IG- 3/16 "A, 5/16" AIR SPACE, 5/16" LAMI (1 /8 "HS, 090 PVB, 1/8"HS)
13/16" LAMI IG- 1/8 "A, 1/4" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "A)
13/16" LAMI IO-1/8"A, 1/4" AIR SPACE, 7/16" LAMI (3/16 "A, 090 PVB, 3 /16 "HS)
13/16" LAMI IG-1/8"A, 1/4" AIR SPACE, 7/16" LAMI (3 /16 "HS, .090 PVB, 3 /16 "HS)
13/16" LAMI IG- 3/16 "A, 3/16" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "A)
13/16" LAMI IG- 3/16 "A, 3/16" AIR SPACE, 7/16" LAMI (3/16 "A, 090 PVB, 3 /16 "HS)
13/16" LAMI IG- 3/16 "A, 3/16" AIR SPACE, 7/16" LAMI (3/16 "HS, .090 PVB, 3/16 "HS)
SCREEN FRAME (NOR. & VER.)
I.F. FRAME JAMB
A #4141, 6063 -T6
SCREEN CORNER KEY W/RINGE
SCREEN CORNER KEY W /OUT RINGS
SCREEN SPRING
SCREEN SPLINE - .135 DIA. FOAM
SCREEN SPLINE - .135 DIA. HARD
SCREEN
.062
2.784
Scale:
NTS
2.624
Sheet
6 or 11
2.710
1
an f
062 I nn.
I.F. FRAME HEAD
A #4139, 6063 -T6
.062 —�
2 710
.F. FRAME SILL
A #4140, 6063 -T6
Description:
PARTS LIST
nee:
ALUM. HORIZONTAL ROLLER WINDOW, IMPACT
Sedes/Modet
HR710
Drawing N.
4127 -10
3105 -H14 AL
POLYPROP.
POLYPROP.
ST.ST.
EM PVC
EM PVC
3.152
Rev:
C
CLOTH
•• ••
• •
• • •
•• •
•
..•
• •
• •
••.•
• •
....
• ..
• • •
••
r
.. •
• • •
• ••
•• •
• • •
•• •
•
•••
•• .
•
•• IS
•
•••
•
• • •
• •
• •
• • •
. . •
• •
•
••••
• •
••••
PRODUCT REVISED
as complying with the Florida
Building Code
Acceptance No 0
Expiration Date
• •
•
•
•
obey - t L. Clark, P.E.
PE #39712
Structural
...
•
•
•
•
...
•
••
•
..
..
•
•
....
•
Revsd By:
F.K.
m a r
F.K.
Revsd By
F.K.
Drawn ey:
F.K.
1.373
Date:
4/15/07
Date:
10/17/06
as •
5/13/06
Dam:
2/29/06
2.710
.062
1.73
FLANGE FRAME HEAD
#4102A, 6063 -T6
Revisions:
C
Revisions:
B
Revisions:
A
Checked By.
J.J.
-III- -.062
.490 J] 11
-
SASH STOP
#4025, 6063 -T5
.062
f
SASH TOP & BOTTOM RAIL
#4133, 6063 -T5
1
050 " -- .678
1.0964..1-m.1 7
GLAZING BEAD, 5/16"
#4044B, 6063 -T5
(USED W/ GRILL KIT)
2.279
1.062
2 .710
FLANGE FRAME SILL
#4136, 6063 -T6
HORIZ. ROLLER TRACK
#4131, 6063-T6
1.187
1.081 I---
SASH MTG. RAIL
#4006D, 6063HS -T6
.050 1
.678
1.096 -1+- -►1 T
GLAZING BEAD 7/16"
#4222A, 6063 -T5
NO CHANGE THIS SHEET
NO CHANGE THIS SHEET
NO CHANGE THIS SHEET
Dam. 3/06 I
3/2
1070 TECHNOLOGY DRIVE
NOKOMIS, FL 34275
P.O BOX 1529
NOKOMIS, FL 34274
.062
- 1.291]
SASH SIDE RAIL
#4126, 6063 -T5
1
.050
1.115_ -_-'7
GLAZING BEAD, 7/16"
#985C, 6063-T5
(USED W/ GRILL KIT)
ET GT
Visibly Better
1.187 hi--
3.90
FRAME SILL ADAPTER
#4137, 6063 -T6
1.187
.678
x+-1.403 -.-I
Half
.062
FIXED MEETING RAIL
#4054B, 6063HD -T6
1
.683
Description:
EXTRUSIONS
rme:
ALUM. HORIZONTAL ROLLER WINDOW, IMPACT
Sedas/M dei: Spate:
HR710
7 a 11
[..050 1
i rn P .678
1.096 1
GLAZING BEAD, 5/16"
#4039B, 6063 -T5
.050
F 1 1
1.363
.097
GLAZING BEAD, 13/16"
#4067, 6063 -T5
Dawes tiro.
4127 -10
Rev:
C
1+1.513 1
I x .040
•
I ■--- -2.784 --al
.062
• •
• • •
•• •
•
••••
•
•
• •
•• •
.738
SASH STOP COVER
#4053, 6063 -T5
1
FLANGE FRAME JAMB
#4002A, 6063 -T6
••••
••••
• • •
• • •
••
•
• • •
• • •
• • •
•• •
• • •
•• •
• •
•
••
•
••
•
• • •
• •
• •
• • •
•• •
By
Mi ' ' : Product
Div' on
•
•
••••
• •
••••
PRODUCT REVISED
as complying with the Florida
Building Code
Acceptance No 0 -0
Expiration Date
•
•
•
•
/ 7/1 1 ,„,/
ri) /7
Robert L. Clark, P E.
PE #39712
Structural
•
•
•
•
•
•
•
••••
•
• ••
• •
• ••
••••
•
•
•
••
•
•
ANCHOR QUANTITIES, XOX (1/4- 1/2 -1/4) WINDOWS TABLE 4
ANCHOR TYPE
& SUBSTRATE
WINDOW SIZE
W V H
53.125x 38.375
48.000
50.625
54.000
60.000
63.000
60.000x 38.375
48.000
50.625
54.000
60.000
63.000
74.000x 38.375
48.000
50.625
54.000
60.000
63.000
84.000x 38.375
48.000
50.625
54.000
60.000
63.000
106.375x 38.375
48.000
50.625
54.000
60.000
63.000
111.000 x 38.375
48.000
50.625
54.000
60.000
63.000
Revsd By. Date:
F.K. 4/15/07
Revsd8y Dale:
F.K. 10/17/06
Raved By. Date:
F.K. 5/13/06
Drawn ep. Dope:
F.K. 2/28/06
2,3, WOOD
ZONES
CO
HEAD & SILL 2
1 +C2 +1+C2 +1 2
1 +C2+ 1 +C2 +1 3
1 +C2 +1 +C2 +1 3
1 +C2 +1+C2 +1 3
1 +C2 +1 +C2 +1 3
1 +C2 +1 +C2 +1 3
1 +C2 +1 +C2 +1 2
1 +C2 +1 +C2 +1 3
1 +C2 +1 +C2 +1 3
1 +C2 +1 +C2 +1 3
1 +C2 +1 +C2 +1 3
1 +C2 +1 +C2 +1 3
1 +C2 +2 +C2 +1 2
1 +C2 +2 +C2 +1 3
1 +C2 +2 +C2 +1 3
1 +C2 +2 +C2 +1 3
1 +C2 +2 +C2 +1 3
1 +C2 +2 +02 +1 3
1 +C2 +2 +C2 +1 2
1 +C2 +2 +C2+1 3
1 +C2 +2 +C2 +1 3
1 +C2 +2 +C2 +1 3
1 +02 +2 +C2 +1 3
1 +C2 +2 +C2 +1 3
1 +C2 +2 +C2 +1 2
1 +C2 +3 +C2 +1 3
1 +C2 +3 +C2 +1 3
1 +C3+3 +C3 +1 3
1 +C3 +3 +C3 +1 3
1 +C3 +3 +C3 +1 3
1 +C2 +3 +C2 +1 2
1 +C2 +3 +C2 +1 3
1 +C2 +3 +C2 +1 3
1 +C3 +3 +C3 +1 3
1 +C3 +3 +C3 +1 3
1 +C3 +3 +C3 +1 3
Revisions:
C
Revisions:
B
Revisions:
A
Chocked By
J.J.
GLASS TYPES A,B,C,G,H,I
2, CONC
ZONES
ZONES
0)
HEAD & SILL g HEAD & SILL
1+C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1
1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1
1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1 2 1 +C2+1 +C2 +1
1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1
1 +C2 +1 +02 +1 3 1 +C2+1 +C2 +1
1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1
1 +C2 +1 +C2 +1 2 1 +C2 +2 +C2 +1
1+C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1
1 +C2 +1 +C2 +1 3 1 +C2 +2+C2 +1
1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1
1+C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1
1 +C2 +1 +C2 +1 3 1 +C3 +2 +C3 +1
1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1
1 +C2+2 +C2 +1 3 1 +C2 +2+C2 +1
1 +02 +2 +C2 +1 3 1 +C2 +2 +C2 +1
1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1
1 +C2 +2 +C2 +1 3 1 +C3 +2 +03 +1
1 +C2 +2 +C2 +1 3 1 +C3 +2 +C3 +1
1 +C2 +2 +C2 +1 2 1 +C2 +3 +C2 +1
1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1
1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1
1 +C2 +2+C2 +1 3 1 +C3 +3 +C3 +1
1 +02 +2 +C2 +1 3 1 +C4 +3 +C4 +1
1 +C2 +2+C2 +1 3 1 +C4 +3 +C4 +1
1 +C2 +2 +C2 +1 2 1 +C2 +3+C2+1
1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1
1 +C2 +2+C2 +1 3 1 +C3 +3 +C3 +1
1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1
1 +C2 +2+C2 +1 3 1 +C4 +3 +C4 +1
1 +C2 +2 +C2 +1 3 1+C4 +3 +C4 +1
1, CONC 2,3, WOOD
2
3
3
3
3
3
REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS
ADD SPACE DIMENSIONS GLASS TYPES G THRU L.
Date: I
3/23/06
ZONES
rn
g HEAD & SILL
2 1 +C2 +1 +C2 +1
3 1 +C2 +1 +C2 +1
3 1 +C2 +1 +C2 +1
3 1 +C2 +1 +C2 +1
3 1+C2 +1+C2 +1
3 1 +C2 +1 +C2 +1
2 1 +C2 +1 +C2 +1
3 1 +C2 +1 +C2 +1
3 1 +02 +1 +C2 +1
3 1 +C2 +1 +C2 +1
3 1 +C2 +1 +C2 +1
3 1 +C2+1 +C2 +1
2 1 +C2+2 +C2 +1
3 1 +02 +2 +C2 +1
3 1 +C2 +2 +C2 +1
3 1 +C2 +2 +C2 +1
3 1 +C2 +2 +C2 +1
3 1 +C3 +2 +C3 +1 3
2 1 +C2 +2 +C2 +1 2
3 1 +C2 +2 +C2 +1 3
3 1 +C2 +2+C2+1 3
3 1 +C2 +2 +C2 +1
3 1 +C3 +2 +C3+1
3 1 +C3 +2 +C3 +1
2 1+C2 +3 +C2 +1
3 1 +C3+3 +C3 +1
3 1 +C3 +3 +C3 +1
3 1 +C3+3 +C3 +1
3 1 +C4 +3 +C4 +1
3 1 +C4 +3 +C4+1
1 +C2 +3+C2 +1
1 +C3 +3 +C3+1
1 +C3 +3 +C3 +1
1 +C3 +3+C3 +1
1 +C4 +3 +C4 +1
1 +C4 +3+C4 +1
UPDATE TABLE 4, SELECT VALUES DUE TO ANCHOR CAP. ADJ.
3
3
3
3
4
4
GLASS TYPES D,E,F,J,K,L
3
3
3
3
2
3
3
3
cn
m
2
3
3
3
3
3
2
3
3
3
3
3
2, CONC
ZONES
HEAD & SILL
1 +02 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
3 1 +C2 +1 +C2 +1
3 1 +C2 +1 +C2 +1
3 1 +C2 +1+C2 +1
1 +C2 +1 +C2 +1
2 1 +C2 +2 +C2 +1
1 +02 +2 +C2 +1
1 +C2 +2 +C2 +1
1 +02 +2 +C2 +1
1 +C2 +2 +C2 +1
1 +02 +2 +C2 +1
1 +C2 +2 +C2 +1 2
1 +C2 +2 +C2 +1 3
1 +C2 +2 +C2 +1 3
1 +C2 +2 +02 +1
1 +C2 +2 +C2 +1
1 +C2 +2+C2 +1
1 +C2 +3 +C2 +1
1 +C2 +3 +C2 +1
1 +C3 +3 +C3 +1
1 +C3 +3 +C3 +1
4 1 +03 +3 +C3 +1
4 1 +C4 +3 +C4 +1
1 +C2 +3+C2 +1
1 +C2 +3+C2 +1
1+C3 +3 +C3 +1
1 +C3 +3 +C3 +1
1 +C3 +3 +C3 +1
1 +C4 +3 +C4 +1
P.O. BOX 1529
NOKOMIS, FL 34274
3
3
3
2
3
3
3
3
3
1070 TECHNOLOGY DRIVE
NOKOMIS, FL 34275
to
m
2
3
3
1, CO/VC
ZONES
HEAD & SILL
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1 3
1 +C2 +1 +C2 +1
3 1 +C2 +1 +C2 +1
3 1 +C2 +1 +C2 +1
3 1 +C3 +1 +C3 +1
2 1 +02 +2 +C2 +1
3 1 +C2 +2 +C2 +1
3 1 +C2 +2 +C2 +1
3 1 +C2 +2 +C2 +1
3 1 +G3 +2 +C3 +1
3 1 +C3 +2 +C3+1
2
3
3
3
3
3
1 +C2 +2 +C2 +1
1 +02 +2 +02+1
1 +C2 +2 +02 +1
1 +C3 +2 +C3 +1
1 +C3 +2 +C3 +1
3 1 +C4 +3+C4 +1 3
2 1 +C2 +4 +C2 +1 2
1 +C3 +4 +C3 +1 3
1 +C3+4+C3+1 3
3 1 +C4 +4 +C4 +1 3
3 1 +C4 +4 +C4 +1 3
1 +C5 +4 +C5+1 3
1 +C2 +4 +C2 +1 2
1 +C3+4 +C3 +1 3
1 +C3 +4 +C3+1 3
1 +C4 +4 +C4 +1 3
1 +04 +4 +04 +1 3
1 +C5 +4 +C5+1 4
Visibly Better
3
3
3
2
3
3
3
3
1 +C3 +2 +C3 +1 3
1 +C2 +3 +C2 +1 2
1 +C3 +3 +03 +1 3
1 +C3 +3 +C3 +1 3
3 1 +C4 +3 +C4+1 3
3 1 +C4 +3 +C4 +1 3
rn
m
3
3
3
3
2
3
3
2
NOTES:
1. ANCHOR TYPES:
1 -1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5)
2. GLASS TYPES:
A. 5/16" LAMI - (1/8" A,.090, 1/8" A)
B. 5/16" LAMI - (1/8" A,.090, 1/8" HS)
C. 5/16" LAMI - (1/8" HS,.090, 1/8" HS)
D. 7/16" LAMI - (3/16" A,.090, 3/16" A)
E. 7/16" LAMI - (3/16" A,.090, 3/16" HS)
F. 7/16" LAMI - (3/16" HS,.090, 3/16" HS)
G. 13/16" LAMI IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI
H. 13/16" LAMI IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI
I. 13/16" LAMI IG - 1/8" OR 3/16° A, 5/16" OR 3/8" SPACE, 5/16" LAMI -
J. 13/16" LAMI IG -1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI -
K. 13/16° LAMI IG - 1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7116" LAMI -
L. 13/16" LAMI IG - 1/8° OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI
3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING
DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE.
HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE.
25 3/4" MAX. FROM CORNERS.
JAMBS: 9" MAX. FROM CORNERS AND 221/2" MAX. O.C.
TABLE KEY:
X'
0 X
I1 +C3 +4 +C3 +11 3 [ - ANCHOR QUANTITY PER JAMB
I 25 3/4" max.
I-•-3" MIN.
9" REF, r--- (
HEAD AND SILL ANCHOR QUANTITY.
A CLUSTER OF (3) ANCHORS CENTERED
AT EACH MEETING RAIL PLUS (1)
ANCHOR AT EACH OPERABLE VENT
PLUS (4) ANCHORS AT FIXED SECTION.
(12) ANCHORS TOTAL AT HEAD AND SILL.
(3" MIN. O.C. ANCHOR SPACING)
MTG. RAIL, TYP.-
EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS
(SHOWN IN TABLE KEY ABOVE)
- - 25 3/4" MAX.
-■-1 1/2" TYP.
I-0--3" MIN.
1 lb l 1 1
9" REF. X I O
MTG. RAIL, TYP.-
EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS
oesm+acen
ANCHORAGE SPACING, XOX (1/4- 1/2 -1/4)
rrge:
ALUM. HORIZONTAL ROLLER WINDOW, IMPACT
Sei s toilet Soma: Skeet Drawing No Rev:
HR710 NTS 8 ° 11 4127-10 C
- (1/8" A,.090, 1/8" A)
- (1/8" A,.090,1/8" HS)
(1/8" HS,.090, 1/8" HS)
(3/16" A,.090, 3/16" A)
(3/16° A,.090, 3/16" HS)
- (3/16" HS,.090, 3/16" HS)
• •
• • •
•• •
•
• •
••
• •
• ••
• • •
• •
• •
• • •
• •
• •
••••
PRO; `!!C:';' }.I VrSED
e:; c _ ; ifm,s with the Florida
A ccei2r nce No 0 e i I
apir^i.tion Date Z. / i1
By
Mi ' ' ade ' oduct Co
Di :ion
•
Robert L. Clark, P.E.
PE #39712
Structural
••
• •
••••
••
• • •
••••
• •
• • •
• ••
• • •
• • •
•• •
•
• •
.0
1!
•
•
•
•
•
•
•
•
••••
•
• •
••••
. •
ANCHOR QUANTITIES, XOX (113 - 113 -113) WINDOWS
GLASS TYPES A,B,G,H
GLASS TYPES C,D,E,F,I,J,K, L
TABLE 5
ANCHOR TYPE)
& SUBSTRATE
ZONES
HEAD & SILL
1 +C2 +1 +C2 +1
ZONES
HEAD & SILL
1 +C2 +1 +C2 +1
WINDOW SIZE
W V H
48.000 x 38.375
48.000
50.625
54.000
60.000
63.000
53.125 x 38.375
48.000
50.625
54.000
60.000
63.000
60.000 x 38.375
48.000
50. 625
54.000
60.000
63.000
66.000x 38.375
48.000
50.625
54.000
60.000
63.000
74.000 x 38.375
48.000
50.625
54.000
60.000
63.000
84.000 x 38.375
48.000
50.625
54.000
60.000
63.000
86.437 x 38.375
48.000
50.625
54.000
60.000
63.000
Revsd By:
F.K.
Revsd By.
F.K.
Revsd By:
F.K.
Drawn By
F.K.
Date:
4/15/07
Date:
10/17/06
Date:
5/13/06
Date:
2/28/06
2,3, WOOD
ZONES
HEAD & SILL
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2+1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1+C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1+C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C3 +1 +C3 +1
1 +C2+1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C3 +1 +C3 +1
Revisions:
C
Revk+ktns:
B
Revisions:
A
Checked By
J.J.
co
m
2
3
3
3
3
1+C2 +1 +C2 +1
1 +C2 +1 +C2 +1
3
2
3
3
3
3
3
2
3
3
3
3
3
2
3
3
3
3
3
2
3
3
3
3
2
3
3
3
3
3
2
3
3
3
3
3
2, CONC
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2+1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
to
2
3
3
3
3
3
2
3
3
3
3
3
2
3
3
3
3
3
2
3
3
3
3
3
2
3
3
3
3
3
2
3
3
3
3
3
2
3
3
3
3
3
1, CONC
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2+1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1+C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C3 +1 +C3 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C3 +1 +C3 +1
1 +C3 +1 +C3 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C3 +1 +C3 +1
1 +C3 +1 +C3 +1
1 +C3 +1 +C3 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1+C3 +1 +C3 +1
1 +C3 +1 +C3 +1
1 +C3 +1 +C3 +1
co
2
3
3
3
3
3
2
3
3
3
3
3
2
3
3
3
3
3
2
3
3
3
3
3
2
3
3
3
2
3
3
3
3
3
2
3
3
3
3
3
2,3, WOOD
ZONES
HEAD & SILL
1 +C2 +1 +C2 +1
1 +C2+1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1+C2 +1
1 +C3 +1 +C3 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C3 +1 +C3 +1
1 +C3 +1 +C3 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C3 +1 +C3 +1
1 +C3 +1 +C3 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C3 +1 +C3 +1
1 +C3 +1 +C3 +1
1 +C3 +1 +C3 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C3 +1 +C3 +1
1 +C3 +1 +C3 +1
1 +C3 +1 +C3 +1
0
m
2
3
3
3
3
3
2
3
3
3
3
3
2
3
3
3
3
3
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
2
3
3
3
3
3
2
3
3
3
3
3
3
3
3
3
3
3
4
4
3
3
3
3
4
4
UPDATE TABLE 5, SELECT VALUES DUE TO ANCHOR CAP. ADJ.
REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS
ADD SPACE DIMENSIONS GLASS TYPES G THRU L.
Date:
3/23/06
2, :ONC
ZONES
HEAD & SILL
1 +C2 +1 +C2 +1
ZONES
HEAD & SILL
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C3 +1 +C3 +1
1 +C2 +1 +C2 +1
1+C2+1 +C2+1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1+C2+1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2+ 1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1+C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +i +C2 +1
1+C2 +1 +C2 +1
1 +C3 +1 +C3 +1
1 +C3 +1 +C3 +1
1 +C3 +1 +C3 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1+C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C3 +1 +C3 +1
1 +C3 +1 +C3+1
1 +C2 +1+C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C3 +1 +C3 +1
1 +C3 +1 +C3 +1
0
2
2
3
3
3
3
3
2
3
3
3
3
2
3
3
3
3
3
2
3
3
3
3
3
2
3
3
3
3
3
2
3
3
3
3
1070 TECHNOLOGY DRIVE
NOKOMIS, FL 34275
P.C. BOX 1529
NOKOMIS, FL 34274
1, CONC
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2+1 +C2 +1
1 +C3 +1 +C3 +1
1 +C3 +1 +C3 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C3 +1 +C3 +1
1+C3+1 +C3 +1
1 +C3 +1 +C3 +1
1 +C2 +1 +C2 +1
1 +C2 +1 +C2 +1
1 +C3 +1 +C3 +1
1 +C2 +1 +C2 +1
1 +C3 +1 +C3 +1
1 +C3 +1 +C3 +1
1 +C3 +1 +C3 +1
1 +C3 +1+C3 +1
1 +C3 +1 +C3 +1
1 +C2 +1 +C2 +1
1 +C3 +1 +C3 +1
1 +C3 +1 +C3 +1
1 +C3 +1 +C3 +1
1 +C3 +1 +C3 +1
3 1 +C4 +1 +C4 +1
3 1 +C3 +1 +C3 +1
2 1 +C2 +1 +C2 +1
3 1 +C3 +1 +C3 +1
3 1 +C3 +1 +C3 +1
3 1 +C4 +1 +C4 +1
3 1 +C4 +1 +C4 +1
N
m
2
3
3
3
3
3
2
3
3
3
3
3
2
3
3
3
3
2
3
3
3
3
3
2
3
3
3
2
3
3
3
3
4
2
3
3
3
4
4
Visibly Better
NOTES:
1. ANCHOR TYPES:
2. GLASS TYPES:
HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE
25 3/4" MAX. FROM CORNERS
JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. 0.C.
TABLE KEY:
11+C3+1+C3+11 3 1 ANCHOR QUANTITY PER JAMB
I HEAD AND SILL ANCHOR QUANTITIES
A CLUSTER OF (3) ANCHORS CENTERED
ON EACH MEETING RAIL PLUS (1)
ANCHOR AT EACH OPERABLE VENT
PLUS (1) ANCHORS AT FIXED SECTION.
(9) ANCHORS TOTAL AT HEAD AND SILL.
Sedesassiet
NTS
(3" MIN. 0.C. ANCHOR SPACING)
EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS
(SHOWN IN TABLE KEY ABOVE)
tin 1 1111 1
0
EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS
ANCHORAGE SPACING, XOX (1/3-1/3-1/3)
ALUM. HORIZONTAL ROLLER WINDOW, IMPACT
Sheet
4127-10
3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING
DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE.
•
60 046
•
•
•
•
•
•
•
•
PRODUCT REVISED
as complying with are Florida
Ex iration Date DI/
"xi(
fp/V/
•
Robert L. Clark, P.E.
PE #39712
Structural
•
•
•
•
•
•
•
•
•
•
•
•
•
ANCHOR QUANTITIES, XO & OX WINDOWS
ANCHOR TYPE >
& SUBSTRATE
3 1 +C2 +1
2 1 +C2 +1
WINDOW SIZE
W V H
37.000 x 38.375
48.000
50.625
54.000
60.000
63.000
48.000 x 38.375
48.000
50.625
54.000
60.000
63.000
53.125 x 38.375
48.000
50.625
54.000
60.000
63.000
60.000 x 38.375
48.000
50.625
54.000
60.000
63.000
Revsd By.
F.K.
Rend ay.
F.K.
Drawn By
F.K.
Date:
10/17/06
Date:
5/13/06
Dare:
2/28/06
GLASS TYPES A,B,G,H
G TYPES C,D,E,
F,I,J,K, L
2,3, WOOD 2, CONC
ZONES
ZONES
1 +C2 +1
1 +C2 +1
1 +C2 +1
1 +C2 +1
1 +C2 +1
1 +C2 +1
1 +C2 +1
1 +C2 +1
1 +C2 +1
1 +C2 +1
1 +03 +1
1 +03 +1
1 +C2 +1
1 +02 +1
1 +C2 +1
1 +C3 +1
1 +C3 +1
1 +C3 +1
1 +C2 +1
1 +C2 +1
1 +C3 +1
1 +C3 +1
1+C3+1
1+C3+1
66.000 x 38.375
48.000
50.625
54.000
60.000
63.000
74.000 x 38.375
48.000
50.625
54.000
60.000
63.000
Red By, Dare:
F.K. 4/15/07
2 +C2 +2
2 +C2 +2
2 +C3 +2
2 +C3 +2
2 +C3 +2
1 +C3 +1
2 +C2 +2
2 +C3 +2
2 +03 +2
2 +C3 +2
2 +C3 +2
Revisions:
B
Revtotons:
A
Checked By:
J.J.
V1
03
2 1 +C2 +1
3 1 +C2 +1
3 1 +C2 +1
3 1 +C2 +1
3 1 +C2 +1
3 1 +C2 +1
3 1 +C2 +1
3 1 +C2 +1
3 1 +C2 +1
3 1 +C2 +1
2 1 +C2 +1
3 1 +C2 +1
3 1 +C2 +1
4 1 +C2 +1
4 1 +C2 +1
4 1 +C3 +1
3 1 +C2 +1
3 1 +C2 +1
3 1 +C2 +1
4 1 +02 +1
4 1 +C3 +1
4 1 +03 +1
3 1 +C2 +1
4 1 +C2 +1
4 1 +C3 +1
4 1 +C3 +1
3 2 +C2 +2
4 2 +C2 +2
4 2 +C2 +2
m
Q
2
3
3
3
3
3
2
3
3
3
3
2
3
3
3 1 +C2 +1
4 1 +C2 +1
3
3
3
3
3
3
3
2
3
3
3
3
3
3
1, CONC 2,3, ' OOD
ZONES
NES
1 +C2 +1
1 +C2 +1
1 +C2 +1
1 +C2 +1
1 +C3 +1
1 +C3 +1
1 +C2 +1
1 +C2 +1
1 +C3 +1
1 +C3 +1
1 +C3 +1
1 +C3 +1
1 +C2 +1
1 +C3 +1
1 +C3 +1
1 +C3 +1
1 +C3 +1
1+04+1
2 +C2 +2
3
2
2 +C3 +2
2 +C4 +2
2+04+2
2 +02 +2
3
3
2 +C3 +2
2 +C3 +2
2 +C3 +2
2 +C4 +2
2+04+2
2 +C2 +2
3
2
2 +C3 +2
2 +C3 +2
2 +C4 +2
2+04+2
N
In
2 1 +C2 +1
3 1 +C2 +1
3 1 +C2 +1
3 1 +02 +1
3 1 +C2 +1
3 1 +C2 +1
2 1 +C2 +1
3 1 +02 +1
3 1 +C2 +1
3 1 +C2 +1
3 1 +03 +1
3 1 +C3 +1
3 1 +C3 +1
2 1 +C2 +1
3 1 +C2+
3 +C3 +1
2 +C3 +2
2 +C3 +2
3 1 +C3 +1
3 2 +02 +2
3 2 +C2 +2
3 2 +C3 +2
4 2 +C3 +2
4 2 +C3 +2
4 2 +C3 +2
3 2 +C2 +2
4 2
4 " 2 +C3 +2
4 2 +C3 +2
4 2 +C3 +2
O7
m
2
2
3
3
3
3
3
3
3
3
3
2
3
3
3
4
3
4
4
3
4
4
4
4
4
4
4
5
C CHG.TABLE 1/ TO 6, & SELECT VALUES DUE TO ANCHOR CAP. ADJ
REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS
ADD SPACE DIMENSIONS TO GLASS TYPES G THRU L.
Date: I
3/23/06
2, CONC
ZONES
0 m
IA _ c a
1 +C2 +1 2
1 +C2 +1 3
1 +C2 +1 3
1 +C2 +1 3
1 +C2 +1 3
1 +C2 +1 3
1 +C2 +1 2
3
2
1 +C2 +1 3
1 +C2 +1 3
1 +C2 +1 3
1 +C2 +1 3
1 +C2 +1 3
1 +C2 +1 2
1 +C3 +1 3
1 +02 +1
4
3
1 +C2 +1 3
1 +03 +1 3
1 +C3 +1 3
1+C2+1 2
1 +C2 +1 3
1 +C2 +1 3
1 +02 +1 3
1 +03 +1 3
1 +C3 +1 3
+2 2
4
3
2 +C2 +2 3
2 +C2 +2 3
2 +C3 +2 3
2 +C3 +2 3
4 2 +C3 +2
4 1 +C3 +1
2 +C3 +2 4 1 +C3 +1 3 2 +C4 +2 4 2 +C4 +2 5 2 +C3 +2 4
P.C. BOX 1529
NOKOMIS, FL 34274
TABLE 6
1, CONC
ZONES
1 +C2 +1
1 +C2 +1
1 +C2 +1
1 +C2 +1
1 +C3 +1
1 +C2 +1
1 +C3 +1
1 +C3 +1
1+C3+1
1 +C3 +1
1 +C2 +1
1 +C3 +1
1 +C3 +1
1+C3+1
1 +C3 +1
1 +C4 +1
2 +2
2 +C3 +2
2 +C3 +2
2 +C3 +2
2+04+2
2 +C4 +2
2 +C2 +2
2 +C3 +2
2+04+2
2 +C3 +2
1070 TECHNOLOGY DRIVE
NOKOMIS, FL 34275
2
3
3
3
3
1+C3+1
1 +C2 +1
3
2
3
3
3
3 1 +03 +1
3 1 +C3 +1
2 1 +C2 +1
3
3
2
3 1 +C2 +1
3 1 +C2 +1
3
3
1 +C2 +1 3
1 +C2 +1 3
3
3
3
2
+C2 +1 3
1 +C2 +1 3
3
3
3
4 1 +C3 +1
4 1 +C3 +1
4
4
3
2 +C3 +2
2 +C3 +2
3
3
4
4
2 +C2 +2
3
2 +C3 +2
2 +C4+2
2+04+2
4
4
4
2 +C4 +2
Visibly Better
NOTES:
1. ANCHOR TYPES:
1 -1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5)
2. GLASS TYPES:
A. 5/16" LAMI - (1/8" A,.090, 1/8" A)
B. 5/16° LAMI - (1/8" A,.090, 1/8" HS)
C. 5116° LAMI - (1/8" HS,.090, 1/8" HS)
D. 7/16° LAMI - (3/16° A,.090, 3/16" A)
E. 7/16" LAMI - (3/16" A,.090, 3/16" HS)
F. 7/16" LAMI - (3/16" HS,.090, 3/16" HS)
G. 13/16" LAMI IG -1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16° LAMI
H. 13/16" LAMI IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI
I. 13/16" LAMI IG -1/8" OR 3/16" A, 5116" OR 3/8" SPACE, 5/16" LAMI -
J. 13/16" LAMI IG -1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7116" LAMI -
K. 13/16° LAMI IG -1/8" OR 3/16" A, 3/16" OR 114" SPACE, 7116° LAMI
L. 13/16° LAMI IG -1/8" OR 3116" A, 3/16" OR 1/4" SPACE, 7/16" LAMI
3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING
DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE.
HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE.
18 3/4" MAX. FROM CORNERS.
JAMBS: 9" MAX. FROM CORNERS AND 221/2" MAX. O.C.
TABLE KEY: O X
12+03 +2 ! 3'
ANCHOR QUANTITY PER JAMB
HEAD AND SILL ANCHOR QUANTITIES
A CLUSTER OF (3) ANCHORS
CENTERED ON THE MEETING RAIL
PLUS (2) ANCHORS AT OPERABLE
VENT AND FIXED SECTION. (7)
ANCHORS TOTAL AT HEAD AND SILL.
(3" MIN. O.C. ANCHOR SPACING)
18 3/4" MAX.
I -►1 Hi-3" MIN.
1
9° REF.
-
MTG. RAIL
EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS
(SHOWN IN TABLE KEY ABOVE)
Sa ks/aeodet
HR710
EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS
Description:
ANCHORAGE SPACING, OX AND XO WINDOWS
Tlde
ALUM. HORIZONTAL ROLLER WINDOW, IMPACT
smte:
NTS
Shee•
10 of 11
DrawGg No.
4127 -10
Raw
C
- (1/8" A,.090,1/8° A)
- (1/8" A,.090, 1/8" HS)
(1/8" HS,.090, 1/8" HS)
(3/16" A,.090, 3/16" A)
- (3/16" A,.090, 3/16° HS)
- (3/16" HS,.090, 3/16° HS)
• •
• • . •
. •
•
• •
• •
•• ••
• •
• ••
• • •
•
•
••
• • •
• .•
•• •
. •
• • •
•
•
•
••
••••
• •
PRODUCT REVISED
as comp' y ir,2, wilhait Florida
Building Coll
Acceptance No
Expiration Date
By
Mi
Di
• • •
• •
• •
• • •
•• •
•
•
• .
0815.4q
Dade Product w, , ,
ion
Robert L. Clark, P.E.
PE #39712
Structural
•
•
4
•
•
•
•
•
•••
• •
•••
• • • •
•
•
•
•
•
A a
MIN. 3.4 KSI
CONCRETE
1x WOOD
BUCK,
NOTE 3
CONCRETE
ANCHOR,
NOTE 1
WOOD
ANCHOR,
NOTE 2
CONCRETE
ANCHOR,
NOTE 1
MIN. 3.4 KSI
CONCRETE
A
Revad By ::
F.K.
Raved By
F.K.
Revsd By.
F.K.
Drawn ey
F.K.
1 /4"
MAX.
SHIM
Dete:
4/15/07
Date:
10/17/06
Date:
5/13/06
Data
2/28/06
WOOD
ANCHOR,
DETAIL A NOTE 2 DETAIL B
TYPICAL FLANGE FRAME HEAD SECTIONS
A
Revisions:
C
Revisions:
B
Revisions:
A
Checked By
J.J.
1 3/8"
MIN.
Date:
3/23/06
— 1 3/4" MIN. E.D. TYP.
2x WOOD BUCK,
NOTE 3
: • e: NOTE 1 g
1 3/4" MIN.
E.D. TYP. A
1/4"
MAX.
SHIM
1/4°
, MAX.
SHIM
• • NOTE 1 a
1/4" MAX. SHIM —1
CONCRETE
ANCHOR,
NOTE 1
2x WOOD BUCK, NOTE 3 1x WOOD BUCK, NOTE 3
DETAIL E
2x WOOD
DETAIL C BUCK,
A NOTE 3
TYPICAL FLANGE FRAME SILL SECTIONS
°
DETAIL F
TYPICAL FLANGE FRAME JAMB SECTIONS
A
b .
DETAIL D
REVISE NOTES 1 & 2 REGARDING TRIMFIT HD. & EMBEDMENT.
ADD I.F. FRAME. CHG. NOTE 5 TO FBC, "CURRENT EDITION"
REVISE EDGE DIST. , EMBEDMENT & SHT. REFERENCES
ADD NOTE 5.
1/4"
MAX.
SHIM
1/4°
MAX.
SHIM
1 1/4" MIN.
(1.5 KSI CMU)
• .. • :v OR
PER NOTE 1 a
(3.4 KSI CONCRETE)
J
a 1 3/4" EXTERIOR INTERIOR
MIN. E.D (HEAD & SILL DETAILS A, B, C, D H)
TYP. 4
INTERIOR
(JAMB DETAILS E, F & I)
EXTERIOR
WOOD
ANCHOR,
NOTE 2
1 3/8"
MIN.
SEE
1 3/8° MIN. A NAILING
1070 TECHNOLOGY DRIVE
NOKCMIS, FL 34275
P.C. BOX 1529
NOKCMIS, FL 34274
NOTES:
1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4° ELCO
A TAPCONS EMBEDED 1 3/8" MIN. OR 1/4" SS4 CRETE -FLEX EMBEDED 1 3/4° MIN.. MINIMUM DISTANCE FROM
ANCHOR TO CONCRETE EDGE IS 1 3/4 °. FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD.
A 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4' SS4 CRETE -FLEX WITH
#12 TRIMFIT HEAD.
3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS
THAN 1 1/2 ". 1 x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.
WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD
BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.
4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM
OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE
WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A
#12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE
RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED.
5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER
DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENT EDITION.
SEE NAILING
I I 3 GT
Visibly Better
DETAIL H (HEAD
NAILING
.131 DIA. MIN. x 2 1/2" NAIL
AT CORNERS AND 5" O.C.
TYPICAL DETAILS G, H & I.
Half
Sheet:
11 "t 11
SEE NAILING
DETAIL G (SILL)A DETAIL I (JAMB)
A TYPICAL INTEGRAL FIN FRAME SECTIONS
Description:
ANCHORAGE DETAILS
rBe:
ALUM. HORIZONTAL ROLLER WINDOW, IMPACT
ser�rroder.•
HR710
Drewing No.
4127 -10
Rev:
C
• •
• • •
•• •
•
••••
• •
• •
•• • •
••••
• •
••••
• ••
• • •
•
•• •
• • •
• ••
•• •
• • •
•• •
•
••
••
•
••
•
••
••
•
• •
• • •
•• •
pr: 3D
as L C.13 Florida
Na O
E):. iiaticf Date
By
Mi
TY on
de Product
• •
•
••••
• •
••••
a
Robert L. Clark, P.E.
PE #39712
Structural
0 9
•
•
•
•
•
•
•
•••
•
•
•
•••
•
•••
•
••
•
••••
•
•
•
••••
•
••••
•
NOTES: LARGE MISSILE WINDOWS
1. GLAZING OPTIONS:
A. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED
GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB.
B. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS GLASS WITH AN .090
INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB.
C. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16"
LAMINATED GLASS WHICH IS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT
STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB.
D. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16"
LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER
OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB.
2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2)
A A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02.
3. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS,
A INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL
MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION.
FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12.
4. SHUTTER REQUIREMENT: NONE REQUIRED
5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME.
6. REFERENCES: TEST REPORTS, FTL -3835 & FTL -3850
® ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05
ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION
ADM-200054LUMINUM DESIGN MANUAL
7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT
EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
Revd By: Date:
Royal By. Date:
F.K. 4/4/07
Revd Br Dale:
F.IC 12/15/03
Drawn Br Date:
F.K 7/14103
Redffiore:
B
Revlelaia:
A
Checked By.
CHG. NOTE 2 TO REF. ASTM E 1300-02 AND REVISE ANCHORAGE
NOTE3. ADD REFERENCES TO NOTE 6AND ADD NOTE 7.
REDUCE ANCHOR SPACING
Date:
1070 TECHNOLOGY DRIVE
NOKOMIS, FL 34275
P.O. BOX 1529
NOKOMIS, FL 34274
NOTES & TABLE OF CONTENTS
. rah:
ALUMINUM PICTURE WINDOW, IMPACT
PIN -701
NT S
Sheet
of 12
DrawIng
4259 -4
NOA DRAWING TABLE OF CONTENTS
SHEET
GENERAL NOTES 1
GLAZING DETAILS 2
ELEVATIONS, FLANGED 3
ELEVATIONS, INTEGRAL FIN 4
DESIGN PRESSURES FLANGED 5
DESIGN PRESSURES FINNED 6
SECTIONS, FLANGED 7
CORNER ASS'Y, FLANGED 7
SECTIONS, INTEGRAL FIN 8
CORNER ASS'Y, INTEGRAL FIN 8
EXTRUSION PROFILES 9
PARTS LIST 9
ANCHORAGE 10 -12
PRADUCT RENEWED
as eemplyhtg with teeet t
� 5 1
Ent/trade By ) 4 .
Mani
4••'
• • • •
• • •
• •
• • •
PRSDUCTRE
u anaplying with the guilds •
Daidiag Acceptance No —•—t OCR+
Date 1I% 0
JO/
Product Croft&
// 1/'
• •
•
.. •
• • •
•• •
•
• •
Robert L Clark, P.E.
PE #39712
Structural
al
•�
• •
• •• • .
•
•
•
••
• •
• •
3/16" ANNEALED OR HEAT
STRENGTHENED GLASS
10
OUTSIDE
OR
3/16" HEAT
STRENGTHENED
GLASS
7/16" LAMI GLASS NOMINAL
.090 DUPONT BUTACITE OR
SAFLEX KEEPSAFE MAXIMUM
PVB INTERLAYER
17 OR
7/16" LAMI GLAZING DETAIL
FLANGED OR INTEGRAL FIN FRAME
(FLANGE FRAME SHOWN)
11/16" NOM
GLASS BITE
3/16" ANNEALED OR HEAT
STRENGTHENED GLASS
7/16" AIR SPACE
3/16" HEAT
STRENGTHENED GLASS
OUTSIDE
OR
1 1/16" LAMI GLASS NOMINAL
f
.090 DUPONT BUTACITE OR
SAFLEX KEEPSAFE MAXIMUM
PVB INTERLAYER
7/16 LAMI GLASS NOMINAL
3/16" HEAT
STRENGTHEN ED
GLASS
18
11/16" NOM
GLASS BITE
t
1 1/16" LAMI I.G. GLAZING DETAIL
FLANGED OR INTEGRAL FIN FRAME
(INTEGRAL FIN FRAME SHOWN)
PRODUCT RENEWED
se emptying with tp R�M4
ding Code •••• ..
/
�� Dite At ..
•
• •
...•
• • •
• •
• ..
•. •
• • •
•. •
•
• •
• • •
• • •
PRODUCT' REVISED ••••••
as complying with the Floruia •
Bolding Code
Acceptance No r ' • 042
&phial= Date • 04
_ __ /
•
.
•
..
•.
•
.
•
Date:
Rend es
Rend
F.K
Roved By
F.K
Draw" 6y:
F.K
Date:
4/4/07
Die:
12/15103
Date:
7114/03
Ram:
Revisions:
B
Revisions:
A
Checked By
NO CHANGE THIS SHEET
NO CHANGE THIS SHEET
Date:
1070 TECHNOLOGYDR/VE
NOKOMIS, FL 34276
P.O. BOX 1529
NOKOMIS, FL 34274
visibly Better
wee
GLAZING DETAILS
ALUMINUM PICTURE WINDOW, IMPACT
Series/Model:
PW -701
sores
FULL
Meet
2 •r12
croft Na
4259 -4
Robert L Clark, P.E.
PE #39712
Structural
....
•
•
•
••••
. •
...
• •
..•
• •. •
•
•
•
•
••••
•
HEXAGON FULL CIRCLE
MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 60" DIA.
OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA = 19.63 SQ. FT.
FAN
MAX. SIZE = 96" X 47"
OR MAX. AREA = 24.47 SQ. FT.
HALF CIRCLE
MAX. SIZE = 96" X 48"
OR MAX. AREA = 25.13 SQ. FT.
h �ll
EYEBROW
MAX. SIZE = 96" X 48"
OR MAX. AREA = 31.99 SQ. FT.
48" MAX.
NOTE:
FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12.
OCTAGON
MAX. SIZE = 60" BETWEEN FLATS
OR MAX. AREA = 20.71 SQ. FT.
96" MAX.
92 1/4" MAX. DLO
RECTANGLE
MAX. SIZE = 48" X 96"
OR MAX. AREA = 32.00 SQ. FT.
ELLIPTICAL
MAX. SIZE = 96" X 47"
44 1/4"
MAX.
DLO
QUARTER CIRCLE
MAX. SIZE = 68" X 68"
OR MAX. AREA = 25.22 SQ. FT.
OR MAX. AREA = 31.99 SQ. FT.
TRAPEZOID
MAX. SIZE = 48" X 96"
OR MAX. AREA = 31.99 SQ. FT.
MAX. SIZE = 48" X 96"
OR MAX. AREA = 30.28 SQ. FT.
PRODUCT RENEWED
as nornpqin8 with Ik! " 41 1 11
Ad in •••
a t4 2'
E
• •
....
• ..
..
. . •
• .•
• . •
•
• •
.. •
•
..
• • • •
PRODULt RArISED • • • • • •
as complying with the F 111dh•
Bolding Code
Acceptance No
• .
..
..
..
•
•
Flared By: Date:
Retied By: Date:
F.IG 4/4/07
firmed By: Dale:
F.IC 12/15/03
RevlSINIs:
B
Revisions:
A
Drawn Br Date: Cheated Eis Date:
F.K. 7/14/03
UPDATE ANCHORAGE NOTE
NO CHANGE THIS SHEET
1070 TECHNOLOGY DRIVE
NOKOMIS, FL 34275
P.O. BOX 1529
NOKOMIS, FL 34274 Visibly Better
PW-701
FLANGED
ELEVATIONS �1
M PICTURE WINDOW, IMPACT Robert L Clark, P.E.
Scale: DrawbgMb. Rev: PE #39712
NTS 3 of 12 4259 -4 B Structural
•
•
•
•
•
•
•
• ••
•
•
•
...
•
.
•
•
.•
•••
•
•
•
••.
•
•••
•
Dram By:
F.K
HEXAGON FULL CIRCLE
MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 60" DIA.
OR MAX. AREA = 21£5 SQ. FT. OR MAX. AREA = 19.63 SQ. FT.
Rebsd By:
RevedDY:
F.K
Freese
FJ(
MAX. SIZE = 96" X 47"
OR MAX. AREA = 24.47 SQ. FT.
HALF CIRCLE
MAX. SIZE = 96" X 48"
OR MAX. AREA = 25.13 SQ. FT.
NOTE:
FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12.
Date:
Dabx
4/4/07
Date:
12/15/03
Date:
7/14/03
Raylakmx
B
Chadced
FAN
50 1/4"
FRAME
O.D.
48"
MAX.
L
ADD FRAME O.D. DIMENSIONS AND UPDATE ANCHORAGE NOTE
NO CHANGE THIS SHEET
Date:
1070 TECHNOLOGY DRIVE
NOKOMIS, FL 34275
P.O. BOX 1529
NOKOMIS, FL 34274
OCTAGON
MAX. SIZE = 60" BETWEEN FLATS
OR MAX. AREA = 20.71 SQ. FT.
EYEBROW
MAX. SIZE = 96" X 48"
OR MAX. AREA = 31.99 SQ. FT.
981/4" FRAME O.D.
96" MAX.
93 1/4" MAX. DLO
RECTANGLE
MAX. SIZE = 48" X 96"
OR MAX. AREA = 32.00 SQ. FT.
PrT
Visibly Better
ELLIPTICAL
MAX. SIZE = 96" X 47"
OR MAX. AREA = 31.99 SQ. FT.
t
45 1/4"
MAX.
DLO
QUARTER CIRCLE
MAX. SIZE = 68" X 68"
OR MAX. AREA = 25.22 SQ. FT.
TRAPEZOID
MAX. SIZE = 48" X 96"
OR MAX. AREA = 31.99 SQ. FT.
INTEGRAL FIN ELEVATIONS
ALUMINUM PICTURE WINDOW, IMPACT
Smes/ModeC
PW -701
Sear
NTS
Meat
4 of 12
Onwing Ka
4259-4
ARCH.
MAX. SIZE = 48" X 96"
OR MAX. AREA = 30.28 SQ. FT.
R
B
PRODUCT RENEWED
as complying with AMMO
cone ....
n�Ne . /
E nt a rri nat e
Bf
▪ .'
• ..
•. •
• • • ..
.... .. •
..
..
•
• ..
• •
• • •
• •.
•
• •
PRODU .
as complying with Mr FI itne
Balding Code
AcceptaWee Ne 0 • ,� - 04
Dale PuedeetCmmdM
609
•.
•
•
( //r
Robert L Clark P.E.
PE #39712
Structural
...
•
•
•
. ••
•
• .•
•
..
..
•
•
•
•
•••
•
• .•
TABLE 1. DESIGN PRESSURES, FLANGED WINDOWS (DIMENSIONS ARE TIP-TO-TIP)
GLASS TYPES: A. 7/16" LAMINATED GLASS (3/16 "A, .090, 3/16HS)
B. 7/16" LAMINATED GLASS (3/16 "HS, .090, 3/16HS)
C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS)
D. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS)
WINDOW "Y" DIMENSI
GLASS
FTL -3835
FTL -3835
FTL -3850
FTL -3850
"X' DIM.
TYPE
49.000 A,B,C,D
AREA
+80.0 I -80.0
13.44 SQ.FT.
54.500 A,B,C,D
EA
+80.0 I -80.0
14.95 SQ.FT.
60.06 A,B,C,D
AREA
65.500 1 A,B,C,D
AREA
71.000 I A,B,C,D
AREA
76.500
87.500
A
B,C,D
AREA
A
B,C,D
AREA
A
C
B,D
AREA
93.000
96.000
Raved or
Rend By
F.K
R•vrd By:
F.IC
Dra m its
F.K.
Dater
Date:
4/4/07
we:
12/15/03
7/14/03
A
C
B,D
AREA
A
C
B,D
AREA
Revisions:
Revisions:
B
Revisions:
A
checked sr
28.500
+80.0 I -80.0
9.70 SQ.FT.
+80.0 I -80.0
10.79 SQ.FT.
+80.0 I -80.0
11.88 SQ.FT.
+80.0 L -80.0
12.96 SQ.FT.
+80.0 1 -80.0
14.05 SQ.FT.
+80.0
+80.0
15.14 SQ.FT.
+80.0
+80.0
16.23 SQ.FT.
+80.0
+80.0
+80.0
+80.0
+80.0
+80.0
+80.0
+80.0
+80.0
-80.0
-80.0
-80.0
-80.0
-80.0
-80.0
-80.0
17.32 SQ.FT.
-80.0
-80.0
-80.0
18.41 SQ. FT.
-80.0
-80.0
-80.0
19.00 SQ.FT.
34.000
+80.0 I -80.0
11.57 SQ.FT.
+80.0 I -80.0
12.87 SQ.FT.
+80.0 -80.0
14.17 SQ.FT.
+80.0 I -80.0
15.47 SQ.FT.
+80.0 I -80.0
16.76 SQ.FT.
+80.0
+80.0
18.06 SQ.FT.
+80.0
+80.0
19.36 SQ.FT.
+80.0
+80.0
+80.0
+80.0
+80.0
+80.0
+80.0
+80.0
+80.0
-80.0
-80.0
-80.0
-80.0
-80.0
-80.0
-80.0
20.66 SQ.FT.
-80.0
-80.0
-80.0
21.96 SQ.FT.
-80.0
-80.0
-80.0
22.67 SQ.FT.
UPDATE DESIGN PRESSURES PERASTN E 1300-02 AND NOTES.
CLEAN UP TABLE 1 DESCRIPTION AND HEADINGS.
CHANGE NOTE 1 ANCHORING WITH #12 SCREWS
Date:
39.500
+80.0 I -80.0
16.46 SQ.FT.
+80.0 I -80.0
17.97 SQ.FT.
+80.0 I -80.0
19.48 SQ.FT.
+80.0
+80.0
20.98 SQ.FT.
+80.0
+80.0
+78.0
+80.0
+80.0
+74.0
+80.0
+80.0
+71.9
+80.0
+80.0
-80.0
-80.0
-80.0
-80.0
22.49 SQ.FT.
-78.0
-80.0
-80.0
24.00 SQ.FT.
-74.0
-80.0
-80.0
25.51 SQ.FT.
-71.9
-80.0
- -80.0
26.33 SQ.FT.
1070 TECHNOLOGY DRIVE
NOKOMIS, FL 34275
P.O. BOX 1529
NOKOMIS, FL 34274
: / f8 0.0 I -80.0
15.31 SQ.FT.
45.000
+80.0 I -80.0
17.03 SQ.FT.
+80.0 I -80.0
18.75 SQ.FT.
+80.0 I -80.0
20.47 SQ.FT.
+80.0 I -80.0
22.19 SQ.FT.
+79.3
+80.0
+74.5
+80.0
+70.0
+79.1
+80.0
+65.5
+74.0
+80.0
+63.0
+71.2
+80.0
-79.3
-80.0
23.91 SQ.FT.
-74.5
-80.0
25.63 SQ.FT.
-70.0
-79.1
-80.0
27.34 SQ.FT.
-65.5
-74.0
-80.0
29.06 SQ.FT.
-63.0
-71.2
-80.0
30.00 SQ.FT.
Visibly Better
46.500
+80.0 I -80.0
15.82 SQ.FT.
+80.0 I -80.0
17.60 SQ.FT.
+80.0 I -80.0
19.38 SQ.FT.
+80.0 I -80.0
21.15 SQ.FT.
+80.0 I -80.0
22.93 SQ.FT.
+78.0
+80.0
24.70 SQ.FT.
+73.1
+80.0
26.48 SQ.FT.
+68.4
+77.3
+80.0
28.26 SQ.FT.
+63.9
+72.2
+80.0
-78.0
-80.0
-73.1
-80.0
-68.4
-77.3
-80.0
-63.9
-72.2
-80.0
30.03 SQ.FT.
+61.5
+69.5
+80.0
-61.5
-69.5
-80.0
31.00 SQ.FT.
48.000
+80.0 I -80.0
16.33 SQ.FT.
+80.0 I -80.0
18.17 SQ.FT.
+80.0 I -80.0
20.00 SQ.FT.
+80.0 I -80.0
21.83 SQ.FT.
+80.0 I -80.0
23.67 SQ.FT.
+76.8
+80.0
25.50 SQ.FT.
+71.8
+80.0
+67.0
+75.8
+80.0
+62.4
+70.5
+80.0
+60.0
+67.8
+80.0
-76.8
-80.0
-71.8
-80.0
27.33 SQ.FT.
-67.0
-75.8
-80.0
29.17 SQ.FT.
-62.4
-70.5
-80.0
31.00 SQ.FT.
-60.0
-67.8
-80.0
32.00 SQ.FT.
NOTES:
1. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 1.
2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST
RECTANGULAR SIZE IN TABLE 1, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN.
3. SEE SHEET 10 THROUGH 12 FOR ANCHORAGE INFORMATION.
0
FLANGED UNIT DESIGN PRESSURES
Tar
ALUMINUM PICTURE WINDOW, IMPACT
Be:baMtedet
PW -701
NTS
Shea &sem No. Row
5 of 12 4259 -4 I B
PRODUCT RENEWED • • •
as complying with thcirio
Otrid&g Gam:
Accerance No
Espira it Ae�kc
. •.•
• • •
• • • •
• • •
..
Plef RE'GISED .. • • ..
/ /e
Robert L Clark, P.E.
PE #39712
Structural
••
•
• •
•
•.
••
• •
•
•••
•
•
•••
•
•••
•
.•
•
••
.••
•
•
•
•••
•
•. •
•
54.500 I A,B,C,D
+80.0 I -80.0
+80.0 I -80.0
+80.0 I -80.0
+80.0 I -80.0
+80.0 I -80.0
+80.0 I -80.0
71.000
76.500
A,B,C,D
AREA
A
B,C,D
AREA
+80.0
+80.0
+80.0
-80.0
14.05 SQ.FT.
-80.0
-80.0
15.14 SQ.FT.
+80.0 -80.0
16.76 SQ.FT.
+80.0
+80.0
-80.0
-80.0
18.06 SQ.FT.
+80.0 -80.0
19.48 SQ.FT.
+80.0
+80.0
-80.0
-80.0
20.98 SQ.FT.
+80.0
+79.3
+80.0
-80.0
22.19 SQ.FT.
-79.3
-80.0
23.91 SQ.FT.
+80.0 -80.0
22.93 SQ.FT.
+78.0
+80.0
-78.0
-80.0
24.70 SQ.FT.
+80.0 -80.0
23.67 SQ.FT.
+76.8 -76.8
+80.0 -80.0
25.50 SQ.FT.
TABLE 2. DESIGN PRESSURES, INTEGRAL FIN WINDOWS (SIZES ARE BUCK DIMENSIONS)
GLASS TYPES: A. 7/16" LAMINATED GLASS (3/16 "A, .090, 3/16HS)
B. 7/16" LAMINATED GLASS (3/16 "HS, .090, 3/16HS)
C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS)
D. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS)
WINDOW GLASS WINDOW "Y" DIMENSION
"X' DIM.
A
+80.0
- 80.0
+80.0 1 -80.0
+74.5
-74.5
+73.1
-73.1
+71.8
-71.8
49.000
Mad By.
� �
Revsd By.
F.IG
82.000 1
B,C,D
96.000
93.000
Dare:
Dam:
4/4/07
Dam:
12/15/03
Dim Br: Dam Checked ay Dam:
F.IC 7/14/03
TYPE 28.500 34.000 39.500
A,B,C,D +80.0
AREA
9.70 SQ.FT.
11.57 SQ.FT.
13.44 SQ.FT.
15.31 SQ.FT.
15.82 SQ.FT.
16.33 SQ.FT.
AREA
10.79 SQ.FT.
I A,B,C,D +80.0 I -80.0
+80.0 I -80.0
+80.0 I -80.0
+80.0 I -80.0
+80.0 I -80.0
+80.0 I
60.000
AREA
65.500 I A,B,C,D
11.88 SQ.FT.
+80.0 I -80.0
12.87 SQ.FT.
14.17 SQ.FT.
+80.0 I -80.0
14.95 SQ.FT.
16.46 SQ.FT.
+80.0 I -80.0
17.03 SQ.FT.
18.75 SQ.FT.
+80.0 I -80.0
17.60 SQ.FT.
19.38 SQ.FT.
+80.0 I -80.0
18.17 SQ.FT.
-80.0
20.00 SQ.FT.
+80.0 I -80.0
AREA
12.96 SQ.FT.
15.47 SQ.FT.
17.97 SQ.FT.
20.47 SQ.FT.
21.15 SQ.FT.
21.83 SQ.FT.
+80.0 -80.0
+80.0 1 -80.0
+80.0
-80.0
+80.0 1 -80.0
+80.0 1 -80.0
+80.0
-80.0
+80.0 1 -80.0
AREA
16.23 SQ.FT.
19.36 SQ.FT.
22.49 SQ.FT.
25.63 SQ.FT.
26.48 SQ.FT.
27.33 SQ.FT.
A
+80.0
-80.0
+80.0
-80.0
+78.0
-78.0
+70.0
-70.0
+68.4
-68.4
+67.0
-67.0
87.500
C
B,D
+80.0
+80.0
-80.0
-80.0
+80.0
+80.0
-80.0
-80.0
+80.0
+80.0
-80.0
-80.0
+79.1
+80.0
- 79.1
-80.0
+77.3
+80.0
-77.3
-80.0
+75.8
+80.0
-75.8
-80.0
AREA
A
+80.0
C
+80.
B,D +80.0 -80.0
AREA 18.41 SQ.FT.
A
+80.0
C
+80.0
B,D
+80.0
Ravish=
8
ReviaJwks:
A
17.32 SQ.FT.
-80.0
+80.0 I -80.0
+80.0 I -80.0
+80.0 -80.0
+80.0 [ -80.0
+80.0 I -80.0
20.66 SQ.FT.
-80.0
+80.0
-80.0
+74.0 -74.0
+65.5
-80.0 +80.0
- 80.0
+80.0
-80.0
+74.0
-80.0
+80.0
-80.0
+80.0
-80.0
+80.0
+80.0 -80.0 +80.0 -80.0
21.96 SQ.FT. 25.51 SQ.FT.
-80.0
+71.9
-80.0
+80.0
-80.0
+80.0
UPDATE DESIGN PRESSURES PER AS7M E 1300-02AND NOTES.
CLEAN UP TABLE2 DESCRIP77ONAND HEADINGS.
CHANGE NOTE 1 ANCHORING WITH #12 SCREWS
24.00 SQ.FT.
1070 TECHNOLOGY DRIVE
NOKOMIS, FL 34275
P.O. BOX 1629
NOKOMIS, FL 34274
45.000
27.34 SQ.FT.
+80.0 -80.0
29.06 SQ.FT.
-71.9
+63.0
-80.0
+71.2
-80.0
+80.0
Visibly Better
-65.5
+63.9
- 74.0
+72.2
-63.0
+61.5
-71.2 +69.5
-80.0
+80.0
smbNNodet
PW -701
46.500
28.26 SQ.FT.
+80.0 -80.0
30.03 SQ.FT.
29.17 SQ.FT.
-62.4
-70.5
+80.0 -80.0
31.00 SQ. FT.
+60.0 -60.0
+67.8 -67.8
+80.0 -80.0
-63.9
+62.4
-72.2
+70.5
-61.5
-69.5
-80.0
48.000
FTL -3835
FTL -3835
FTL -3850
FTL -3850
AREA
19.00 SQ.FT.
22.67 SQ.FT.
26.33 SQ.FT.
30.00 SQ.FT.
31.00 SQ.FT.
32.00 SQ.FT.
NOTES:
1. ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 2.
2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2, OR TO THE PRESSURE FOR THE SMALLEST
SQUARE OR RECTANGULAR SIZE IN TABLE 2, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN.
3. INSTALLATION WITH NAILS IS THROUGH THE INTEGRAL FIN AS SHOWN ON SHEET 10. INSTALLATION WITH OTHER FASTENER TYPES ARE THROUGH THE
FRAME. SEE ANCHORAGE DETAILS ON SHEETS 10 AND 11.
Thataiptiotr
INTEGRAL FIN UNIT DESIGN PRESSURES
ALUMINUM PICTURE WINDOW, IMPACT
law. sheet NTS 6 m 12
4259 -4
Rae.
B
PRODUCT RENEWED •
&Ceom9'Ybg with I1 WrW8 • • •
Raiffibg Code • •
As eptasceNod$.I 10 .••
Eiljtalgq, Date 21101 An(
Malabo. •
....
•. •
• • •
•. •
• ..
•
••.
•
•••
•••
• • •
• •
• •
•
•
• • •
•• • ••••
PRODUCT REVISED • • • • •
as complying with die /rW
Ihtitling Code
Acceptance No
Expiration Date
L
•
'/
ProduetControll
.06
•••
•
•••
•
•
/ 7/ ".-
Robert L. Clark, P.E.
PE #39712
Structural
SCREWED CORNER ASS'Y
(FLANGE FRAME)
ALONG
ENTIRE
JOINT
MAX. DAYLIGHT OPENING
MAX. WINDOW WIDTH
HORIZONTAL SECTION
(FLANGE FRAME) O 0
i i II ii
KEYED CORNER ASS'Y
L°.*WE-JI-D (FLANGE FRAME)
; 'Malt 0
ALONG
ENTIRE
JOINT
WELDED CORNER ASS'Y (FLANGE FRAME)
ALONG
ENTIRE
JOINT
MAX.
WINDOW
HEIGHT
m
MAX
DAYLIGHT
OPENING
VERTICAL SECTION
(FLANGE FRAME)
INSIDE
PRODUC T REN „Ng
as tom:lying wit% Jll • eldrida
33oidingCode
Attkptafa No d _-- N'1
Eaplatisn Date
...
• •
....
• .. •
•
• • •
• ••
•. •
• • •
.. •
•
•••
.•.
•
. ..
.••
...
•
• • • •..
.. • •••• •
PRODUCT REVISED • ..
astompbit% with liePIUW
Bourg Code
Acceptance No
radon Date
Rated By
Revad By
F.K
Bawd By
F.K
Date:
Date:
4/4/07
Date:
12115/03
R•vYlone;
RONSICI a:
B
Revels:
A
Drawn By: Dal& Checked By Dale:
FJG 7/14/03
NO CHANGE THIS SHEET
NO CHANGE THIS SHEET
1070 TECHNOLOGY DRIVE
NOKOMIS, FL 34275
P.O. BOX 1529
NOKOMIS, FL 34274
Visibly Better s°''°"
SECTIONS & CORNER ASS'Y, FLANGED
71•c
ALUMINUM PICTURE WINDOW, IMPACT
PW-701
Seale: Sheet
HALF 7 of 12
Drawing No. 4259 -4
R
B
Robert L Clark, P.E.
PE #39712
Structural
•
•
• ••
•
• .•
•
.
•
.
.••
• • •
• ••
•
•••
•
2.784"
10
ALONG
ENTIRE
JOINT
SCREWED CORNER ASS'Y
(INTEGRAL FIN FRAME)
Bawd 13y: Date.
Rec•d Date:
F.K 4/4/07
ReiedBy: Dale:
F.K 12/15/03
Damn By Dee:
F.K 7/14/03
Rev:
B
NO CHANGE THIS SHEET
Reviskes:
A NO CHANGE THIS SHEET
Checked By Dad:
OUTSIDE
MAX. DAYLIGHT OPENING
MAX. WINDOW WIDTH
HORIZONTAL SECTION
(INTEGRAL FIN FRAME)
ALONG
ENTIRE
JOINT
KEYED CORNER ASS'Y
WELD (INTEGRAL FIN FRAME)
WELDED CORNER ASS'Y (INTEGRAL FIN FRAME)
1070 TECHNOLOGY DRIVE
NOKOMIS, FL 34275
P.O. BOX 1529
NOKOMIS, FL 34274
11301:
Visibly Better
ALONG
ENTIRE
JOINT
SedeslModek
MAX.
WINDOW
HEIGHT
PW -701
S®te:
HALF
MAX.
DAYLIGHT
OPENING
SECTIONS, INTEGRAL FIN
Shoat
8 d 12
2.784"
ALUMINUM PICTURE WINDOW, IMPACT
Dm/ft
4259 -4
INSIDE
VERTICAL SECTION
(INTEGRAL FIN FRAME)
PRODUCT RENEW' • •
as complying with the Merida
Butliiiitete •
A ceaace No
Expirntwn bat
••s•••
Divisio n
•• ••
• •
• • •
•• •
O
••
•
• • •
• • • •
complying as with d ;:Z
Bidding Code
Acceptance No 0J -6 13.06
Es Dade
L. Oatk, P.E.
PE #39712
Structural
• • •••
• •
•
•• •••
• •
•• •••
•
•
•
•
• •
•
•
•
ITEM
1
2
7
8
1 0
11
12
13
14
15
17
18
20
21
22
Revsd By:
Rend By
F.K
Rood By;
F.K
Doom By:
F.K
.050"
DWG NO.
4256A
4253
1155
4255
4254
1224
4224
4262
Date:
4/4/07
Date:
12115/03
Date:
7/14/03
r ._ .970"
ITEM 10,
7/16 LAMI GLASS BEAD
MAIL: 6063 -T5
DWG NO. 4255
R
B
Rodst na:
A
Cl ecked Dry:
PART #
64256
64253
781 PQX
64255
64254
6TP247
64262
DESCRIPTION
INTEGRAL FIN FRAME HEAD, SILL & JAMB
FLANGED FRAME HEAD, SILL & JAMB
#8 X 1 QUAD PN SMS STAINLESS STEEL
SCHNEE - MOREHEAD SM5504 ACRYL -R NARROW JOINT
SEALANT OR EQUAL
7/16 LAMI GLASS BEAD
1 1/16 LAMI I.G. GLASS BEAD
VINYL BULB WEATHERSTRIP (THICK)
INSTALLATION FASTENER COVER
DOW CORNING 899 GLAZING SEALANT OR EQUIVALENT
DOW CORNING 995 SILICONE STRUCTURAL SEALANT,
BLACK
7/16" LAMI GLASS: 3/16" ANNEALED - .090 DUPONT
BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB
INTERLAYER - 3/16" HEAT STRENGTHENED
1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED
OUTBOARD - 7/16" AIRSPACE - 3/16" ANNEALED - .090
DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM
PVB INTERLAYER - 3/16" HEAT STRENGTHENED
ARCHITECTURAL CORNER KEY
7/16" LAMI GLASS: 3/16" HEAT STRENGTHENED - .090
DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM
PVB INTERLAYER - 3/16" HEAT STRENGTHENED
1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED
OUTBOARD - 7/16" AIRSPACE - 3/16" HEAT
STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX
KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT
STRENGTHENED
.975"
NO CHANGE THIS SHEET
NO CHANGE THIS SHEET
Date:
.346 " --'-1
.975"
.050"
ITEM 11,
1 1/16 LAMI I.G. GLASS BEAD
MATL: 6063 -T5
DWG NO. 4254
1070 TECHNOLOGY DRIVE
NOKOMIS, FL 34275
P.O. BOX 1529
NOKOMIS, FL 34274
1.875"
Visibly Better
.062" - .41 - ° -
I■- .062"
8edesatedsk
PW-701
ITEM 1, INTEGRAL FIN FRAME
MATL: 6063 -T5
DWG NO. 4256A
2.784"
ITEM 2, FLANGED FRAME
MATL: 6063 -T5
DWG NO. 4253
0
EXTRUSION PROFILES & PARTS LIST
rme:
ALUMINUM PICTURE WINDOW, IMPACT
SCOW
HALF
9 of 12
2.784"
.077"
Drawing M.
4259 -4
R
B
2.500"
PRO1i01: • •
as complyiog with h thoill#1
Hail Cwt.
Acceptance No B
ExpiAignute
• •
•• ••
•• •
• • •
•• •
•
••'
••1
•
:'
• •
••
• • •
• •
• •
• • •
• • •
rRODUCT REVISED • • •• • • •
as complying with the Fk 1Ia
t Cede
Acceptance No I I ' _ 06
'
PindnetComenti
• •
•
••
,,
be Clark, P.E.
PE #39712
Structural
•••
•
•
•
•. •
•
•••
•
••
••
.•
•
•
•
•• •
•
•••
•
.131" DIA. M N.
x 2 1/2" NA L,
AT CORNERS
AND 5" O.C.
T
WOOD BUCK OR FRAMING
INTEGRAL FIN DETAIL A
•.
CONCRETE ANCHOR
(SEE NOTE 1) A
1/4" MAX.
SHIM
1/4" MAX.
1 SHIM
• :441 • 4 . SEE NOTE 1 FOR
• • .
EMBEDMENT A
f
1 3/8" MIN.
®EMBEDMENT
INTEGRAL FIN DETAIL B
SEE NOTE 1 FOR :•a
A EMBEDMENT: • •
f
WOOD ANCHOR
(SEE NOTE 2) A
1/4" MAX.
I SHIM
T
2x WOOD BUCK
(SEE NOTE 3)
•
1 3/8" MIN.
A EMBEDMENT
CONCRETE ANCHOR
(SEE NOTE 1) A
1/4" MAX.
SHIM
1
. •' _ 1x WOOD BUCK
•
(SEE NOTE 3)
3.5 KSI MIN. CONCRETE
FLANGED DETAIL E OR 1.5 KSI MIN. CMU
A -3.5 KSI MIN. CONCRETE
FLANGED DETAIL D (SILL ONLY)
NOTES: A 0 , > >s \
1. FOR CONCRETE APPLICATIONS - , USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS, EMBEDED 1 3/8"
MIN., 5/16" ELCO TAPCONS EMBEDDED 1 3/4" MIN. OR 1/4" SS4 CRETE -FLEX EMBEDDED 1 3/4" MIN. DISTANCE FROM ANCHOR TO CONCRETE
EDGE IS 1 3/4" MIN. '. � %s
2. FOR WOOD APPLICATIONS - , USE #12 OR #14 STEEL SCREWS (G5) OR 1/4" SS4 CRETE -FLEX.
3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD
BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR
GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING
JURISDICTION.
4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8" THICK. THE
ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN
THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM.
IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED.
WOOD ANCHOR
(SEE NOTE 2) A
1/4" MAX
1 SHIM
1
FLANGED DETAIL C
2x
WOOD BUCK
(SEE NOTE 3)
PI OittJ i keett ..•
aalomil$yitag with the Florida
Buiuing Cde • • 6. •
Act/pre Na 1 • • •
EIVIra etm.Date 2.1‘41194
Br tiya. • • •
mod•
• • •
• •
•• •
• ••
•• •
•
• •
• • •
• • •
•• • ••••
•
rammer mud ••••
as congdying Welt the
Doldbg Code
Acceptance No
Expiration Date
•••
•
•••
•••
•••
•
•••
•
Raved By:
Rend By:
Fit.
Raved By:
F.K
Dawn 6y.
F.IC
Date:
Dabx
4/4/07
Date:
12/15103
7/14/03
B
A
Checked By:
REVISE AND UPDATE ANCHORAGE PER CURRENT FBC
CHANGE NOTE 1 AND FASTENER SPACING
Date:
1070 TECHNOLOGY DRIVE
NOKOMIS, FL 34275
P.O. BOX 1529
NOKOMIS, FL 34274
113G,1"
Visibly Better
ANCHORAGE - HEAD, SILL AND JAMBS
ALUMINUM PICTURE WINDOW, IMPACT
Sorba asr soak: Sliest
Pw -701 I NTS I 10 of 12
DmieingNa
4259 -4
B
� 1
Ro L Clark, P.E.
PE #39712
Structural
•
•
•
•
•
•
••
•
•••
••
•
••
•
••
••
•
•
•
•••
•
••
•
TABLE 3. ANCHOR ON- CENTER DIMENSION BY ANCHOR TYPE - WOOD SUBSTRATE
WIND.
DIM.
49.0" O.C.
54.5" O.C.
60.0" O.C.
65.5"
71.0"
76.5"
82.0" O.C.
87.5"
93.0"
cc
O 0
< ->
0. C.
0.C.
O.C.
0.C.
0. C.
96.0" O.C.
WINDOW "Y" DIMENSION
15.0"
1.,2.,4.
X Y
1.
X Y
co
N
I0
0
N
O
s-
03
O
CO
(0
N
CO
N
1-
r
ti
N
N
e-
ta.
N
(+
ti
20.0"
1.,2.,4.
X Y
co
N
O
10
0
N
M
0
CO
O
CO
(O
LO
N
(o
11
N
0
0
r
O
0
0
O
0
0
0
r
O
25.0"
1.,2.,4.
X Y
O
M
N
P
(O
O
P
N
M
O
CO
CO
O
(0
O
CO
N
N
N
N
N
P
P
N
P
N
N
N
N
N
N
28.5"
1.,2.,4.
X Y
CO
N
O
O
P
M
O
CO
M
0
P
(O
1
CO
N
P
O
LO
P
P
CO
co
co
O
CO
CO
CO
oo
r
CD
CO
30.0"
1.,2.,4.
X Y
O
N
CO
U)
O
co
CO
O
(O
CO
N
O
P
N
0,
CO
O
CO
(n
0)
(n
0)
0)
34.0"
1.
X Y
O
N
P
O
N
0
P
N
CY)
O
CO
ej+
0
(D
r
r
(O
O
O
0
N
0
r
2.
X Y
CO
CO
N
O
t0
0
M
0
r
(0
O
CO
CO
u7
N
CO
u)
P
r
1
4.
X Y
CO
CO
10
O
N
(+3
0
P
(O
M
P
O
r
(0
r
CO
O
CO
(0
P
P
r
39.5"
co
C�1
CO
O
N
co
0
co
o)
co
0
P
O
(,
0)
CO
(0
CO
CO
co
O
0)
co
07
CO
0)
CO
(A
O
CA
(o
M
(0
CO
M
0)
2.
X Y
CO
N
If)
O
N
M
0
(0
0
CO
O
N
03
N
O
()
O
eh
0)
CO
M
0)
co
M
(A
co
M
0)
CO
C
CA
•
CO
(A
CO
(A
co
(0
(0
0,
4.
X Y
co
N
co
0
r
N
P
O
co
0
0
CO
O
O
P
r
CO
M
0)
CO
CO
0)
CO
CO
CO
M
0)
O
M
co
0)
CO
M
0)
co
0)
O
0)
45.0"
1.
X Y
P
t
0
co
N
0)
O
P
(0
co
r-
e)
CA
co
CO
CO
CO
CO
CO
(a
N•
P
P
2.
X Y
N
0
N
CO
0
(0
0
CO
0
r
(0
ca-
P
N
O
r
0
4.
X Y
M
N
CO
LO
0
O
0)
O
OD
0)
O)
0
CO
(0
W
CO
0)
P
r
46.5"
1.
X Y
CO
N
LO
0
FR
CO
co
O
O
o)
0)
(
CO
O
CO
OD
CO
CO
P
CO
N
N
P
P
N
P
N
2.
X Y
00
CO
N
r
10
O
P
N
O
CO
C
O
(O
P
CO
CO
N
0
N
P
r
P
N
P
P
.r-
-
4.
X Y
O
N
OD
O
co
tl)
(,
O
co
CA
co
(o
co
(0
O)
CO
CO
P
P
N
P
N
r
48.0"
1.
X Y
CO
Cr)
00
O
P
u7
(A
O
ILO
CO
O
CO
0)
O
co
O
CO
co
O
CO
N
N
N
N
N
P
N
r
N
N
P
N
2.
X Y
CO
N
CO
u)
0
CO
O
O
r
O
O
O
CO
N
N
N
N
N
r
CO
N
r
N
N
N
N
P
4.
X Y
CO
N
00
O
co
O
0)
co
O
c
0)
0)
M
O
CO
CO
N
N
N
N
N
O
N
N
N
NOTES:
1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS:
MAX. ON- CENTER (O.C.) "X" AND "Y" DIMENSION FROM TABLE 3 (MIN. 2 1/8" 0.C. CONCRETE SUBSTRATE)
MAX. 8 1/2" FROM CORNERS
2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: "X" DIM.
FIND THE SMALLEST WINDOW SIZE IN TABLE 3 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON- CENTER
DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 8 1/2" FROM ANY CORNER.
aevadsy: Date: Reektionfr
RevedBy:
F.K
Raved By
Drawn By:
F.K
7/14/03
Reelekett
Checked By:
NEW SHEET
1070 TECHNOLOGY DRIVE
NOKOA41.9. FL 34275
P.O. BOX 1529
NOKOMLS, FL 34274
--tGETP
Visib& Better
ANCHORAGE, WOOD SUBSTRATE
ALUMINUM PICTURE WINDOW, IMPACT
Derlesektdek
DIM.
NTS I 11 of 12
iesak
4259-3
ANCHOR TYPES:
2. #14 STEEL SCREW (G5)
3. 1/4° ELCO TAPCON
5. 5/16" ELCO TAPCON
at patgpt:ng withath Pin
ARODOICr RENEW)*
• s .4 o da • • •
•
Robert L Clark, P.E.
PE #39712
Structunal
•
•
•
•
•
•
•
•
•
•
•
TABLE 4. ANCHOR ON- CENTER DIMENSION BY ANCHOR TYPE - CONCRETE SUBSTRATE
ANCHOR TYPES:
WIND.
"X'
0
z w
U a
WINDOW "Y" DIMENSION
1. #12 STEEL SCREW (G5)
2. #14 STEEL SCREW (G5)
3. 1/4" ELCO TAPCON
4. 1/4" ELCO SS4 CRETEFLEX
5.5/16" ELCO TAPCON
15 0"
20.0"
25.0"
28.5"
30.0"
34.0"
39.5"
45.0"
46.5"
48.0"
3,
5
3
. -
_
-
_
. -
_
_
_
_
_
_
_
-
_
5.
3.
4.
5.
3.
4.
5.
X
Y
X
Y
X
Y
X
Y
X
Y
X
Y
X
Y
12 3/8
Z /tL
12 3/8
I OL
8/E ZL 1
Z/L 9 1
1 9/E ZL
121/21
1 WI. 61
b/L8
1 8/£ Z1
WI. 9
17/1. 6
123/81
b /1.6
14
9/£ ZL
I
14
12 3/8 1
41.
77/161
91./£6
1 sic
I 9 *6
12 3/8N
91 /£ 6
77/16
WI. 9
8/£ Z1.
1 41 1
9/E ZL
1.4 1
7 7/16
8/98
8/£ ZL
Z/L LL 1
8/£ Z1.
Z/L 14
17 7/16
tilt
WE Et
ZL 1
8/£ I.
ZL I
105/8
Z/1. L
10 5/8
Ol
1 8/9 01
Z/1. 9
105/8
12 1/2
105/8
I tilt 8
1 10 5/8
V/L8
1 ZI1 8
10 5/8
Z/4 8
1.4
105/8
1 L1.
10 5/8
I 44
I Z/L 9
191./E 6
10 5/8 I
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10 5/8 I
9L /£6
8/1 L
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105/8
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10 5/8
1
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1 8/1. L
1 8/9 8 1
10 5/8
EA IL
8/9 OL
Z /L LL
8/1 L
1/1 L
9/901
Z1
110 5/8
ZL
1 ZL
Z/L L
Z1.
01
8/9 6
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ZL
12 1/2
8/9 6
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1 8/9 6
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L "
ZL
L1
z1.
11
911£6
ZL
91/£ 6 1
ZL
91/£6
I 9/1 9
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9/9 9 1
8/9 6
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8/9 6
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ZL
10 3/4
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V/E 01
01
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1 Z/L 9
V/£ 01
12 1/2 1
1 91/919
I V/L 8
I we 01
I $11. 8
8 15/16 I
103/41
1 91/14 L
103/41
1 11
10 3/4 I
LL
91/11 L
9L/E 6
103/41
91./£6
WE 01
911E 6
191/1. L 9
b/1 9
10 3/4
14
V/£O1.
1 11
91 /LL 9
1 9/9 8
10 3/4
ZIL 1 1 1
10 3/4
Z/L 14
91/119
V11.
1103/4
Z1
VIE 01
z1 1
91/£414
Z/1 L
91/EL 14
I cu.
1 8/1. 6
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191./£L LL
121/21
8 7/16 I
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19L/£L 14
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8 7/16 I
191/£4 1.1
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191./£t LL
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1 WE 6
I 91L 6
191/£ 6
191/£114
9 3/16 I
91/69
till 9
8/L 6
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91 /£L 1.4
1 11
91/69
8/9 8
8/L 6
Z/L 11. 1
91./£L 11.
Z/1 L1. I
91/6 9 I
tilt L I
9/L 6 1
Z1. I
91/£1 1.41
ZL I
PRODUCT Mc 60
adeompiying with titshiat'sfirr
it 'ceNoob= 1402. 1 8 "
Date a \i:, • 14
k • • • r• •
•••• • •• •••
•
•• • •••
• • • • • •
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Z/L 1
10 3/4
01
PIE 01.
Z/1. 9
103/41
12 1/2 I
b/1. 6
V/1 8
VIE 01
V/L 9
91./1. 8
10 3/4 I
91./1 8
1.4 J
1V/£
L4
WE 01.
LL
7 3/16 I
91/£6
WE 01,
91./£6
WE O L
91/£6
I Z/L 9
V/L 9
V/L 6
1.1
VIE 01.
14
1 Z
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1 9/9 9 1
I ti/1. 6
1 Z/4 41
103/4
Z/1. L L
Z/1 9 1
ti/ L L
V/1 6 1
Z1.
1 10 3/4
Z1
91/14 14
Z/1 L
91/14 1.1.
OL
I 01
I Z/L 9
191./44 14
12 1/2 I
1 tie
I tilt 8
191 /LL 11.
I V/L 9
1 tic 8
191/14 LL
1911£L L
I 1.1.
191./11 LL
I 4
191/4 L 14
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93/161
I 01.1
I91/£6
191/41. 14
191/£ 6
1 9/£ 9
I ti/1 8
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191/14 14
I 11
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191/14 141
VI 14
9/1. 9
L
V/£ 8
ZI
91/14 LL
Z4
8/5 ZL
ZIL L
18/9 ZL
OL 1
1 91/L6
Z/L 9
8/9 ZL
Z/L Z1
87/16
V/L 8
12 5/8
ti/L 8
9L/L8
125/8
94/6 L
1 11
10 13/16
1 LL
12 5/8
14
I 8 /1.
9 3/16
191./£1. 01.
9 3/16
125/8
1 9 3/16
1 91/2 9
I V/L 9
197/16
I Lt
1125/8
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16 5/16
8/9 8
1 9 7/16
Z/L LL
I12 5/8
Z/1. LL
91/£1 9 1
V11 L 1
187/16
ZL 1
1 12 5/8
ZL
11 5/8
Ell.
8/9 14 1
01
8/1 01
Z/1 9
81514
121/21
V11 8
11 5 /8I
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8/1 8
8/9 L 1
i
8/£ L
1 11
8/9 L L
14
8/9 14
I 1.4
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91/£6
101/81
91.1E 6
8/9 1 1
91/£ 6
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LL
1 8/9 L L
1 11.
1 513/16 1
8/9 8
co
Z/L L L
9/9 I L
Z/L LL
15 13/16
1,11. L
O)
EL
8/9 44
ZI
• • • •
• • • • • •••
• • • •
• • • • ••• • PRODUCT REVISER • • • • • " •
ee eomplyiag with the FlorMe
Badding Code
Acceptance No P - 1
-,:,.,.,. I �a 2
96.0
V.V.
ZL
Z/4 L
z1. 1
01.
8/£ 6
1 Z/L 9
1 ZL
12 1/2
9 L/L 9
P11 8
ZL
V/L
8
94/1. 8
0)
Z1.
f3)
91/1.1
1 LL
10 1/2 1
ZL
41.]
Z/1. 9
911£ 6
10 1/2 I
91/E6
Z1.
9L/£6
(t7
V/4 8
9/£ 6
LL
ZL
1.4 I
co
1 8/9 9 I
91 /L 8 I
Z/1. L L
ZL
Z/1. LL
8/9 9 1
V/L 1 1
1 8 7/16
ZL
ZI
ZL
if
., .:
NOTES:
1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS:
MAX. ON- CENTER (O.C.) "X" AND "Y" DIMENSION FROM TABLE 4 (MIN. 2 1/8" O.C. CONCRETE SUBSTRATE) DIM.
MAX. 8 1/2" FROM CORNERS
Robe L. Clark, P.E.
PE #39712
structural
2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR:
"X"
FIND THE SMALLEST WINDOW SIZE IN TABLE 4 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT W
DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 81/2"
DIM.
THIN AND USE THE ON- CENTER
FROM ANY CORNER.
Render
Date:
Reese:
Desalpeer
ANCHORAGE, CONCRETE SUBSTRATE
Rend By:
F.K.
Date:
4/4/0
B
NEW SHEET
1070 TECHNOLOGY DRIVE
0 T ECH IS, FL 34276
ALUMINUM PICTURE WINDOW, IMPACT
Rered By:
Date
P.O. BOX 1529
Visibly Better
Pw-709
NTS
12 d 12
awee
° "'
4259 -3
B
Drtem ey:
F.K.
Da
7/14/03
CJM By
Date:
I
NOKOM/S, FL 34274
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•
NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S)
1. GLAZING OPTIONS:
A. 3/8" LAMI NOM. (.402 ") CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN M90 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM
PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS.
B. 3/8" LAMI NOM. (.402 ") CONSISTING OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE
MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS.
C. 7/16" LAMI NOM. (.465 ") CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM
PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS .
D. 7/16" LAMI NOM. (.465 ") CONSISTING OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE
MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS.
2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2.
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02.
3. CONFIGURATIONS: X O XX, XO, OX, XXO, OXX, OXO, AND OXXO.
4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL
SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE
REQUIREMENTS SEE SHEETS 8 THROUGH 10.
5. SHUTTERS ARE NOT REQUIRED.
6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT.
7. REFERENCES:
TEST REPORT FTL -5212, ELCO TEXTRON NOA: 04-0721.01, 03-0225.05, ANSI /AF &PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL.
8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH
VELOCITY HURRICANE ZONE (HVHZ).
9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION :
A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS.
B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E -E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2.
REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT.
EXTERIOR
A
EXT. - 1/8" ANNEALED OR
HEAT STRENGTHENED GLASS
.090 PVB INTERLAYER
DUPONT BUTACITE OR
SAFLEX/KEEPSAFE MAXIMUM
A
INT. - 3/16" HEAT STRENGTHEND GLASS
1/2" GLASS BITE
1
.402
LAMI NOM.
GLAZING OPTION A OR B, NOTE 1
EXTERIOR
A
EXT. - 3/16" ANNEALED OR
HEAT STRENGTHENED GLASS
.090 PVB INTERLAYER
DUPONT BUTACITE OR
SAFLEX/KEEPSAFE MAXIMUM
INT. - 3/16" HEAT STRENGTHEND GLASS
7/16" LAMI NOM.
GLAZING OPTION C OR D, NOTE 1
.465
1/2" GLA BITE
Reed De
Reed Be
F.K
Reed By:
F.K
De9e
9118/07
Date:
814/07
Release
B
Revisione
A
DIM; Daft Qrd'e0EV: Dale:
FJC 2/22/07 J.J. 6/21/07 I
CLARIFY MT. OF GLASS, OVERALL 7MCKNESSAND GLASS BITE
ADD GLASS BITE DM TO GLAZING DETAILS, ADD GLASS DEC. THK, REVISE
NOTE 1, GLASS DESCRIPT. &ADD NOTE 9.
1070 TECHNOLOGY DRIVE
NOKt, FL 34275
P.O. SOX 1529
NOKOMIS, FL 34274
1:21G_T_
vary Better
lemeeeker
NOTES AND GLAZING DETAILS
nape
ALUM. FRENCH DOOR & SIDE LITES, IMPACT
toedeoaek
FD101
Fare: Mast 0nvinpala.
Ix 1 s 10 11005 -1
Rev:
B
NOA DRAWING MAP
TOPIC SHEET
GENERAL NOTES 1
CONFIGURATIONS 1
GLAZING DETAILS 1
DESIGN PRESSURES 2
ELEVATIONS 3
VERT. SECTIONS 4
HORIZ. SECTIONS 5
PARTS LIST 6
EXTRUSIONS 6, 7
ANCHORAGE 8 -10
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Approved as complying with the
Florida Du;iiing Code
Date Glaa a'i 1$, Zaa 7
NOA# 4)7— O C2 /O
Miami Dude Product Control
By ..on a I . C11.L
•
•
L
JO'
Robe f L. Clark, P.E.
PE #39712
Structural
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TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS
A APPROVED CONFIGURATIONS: X, XX, 0, OX, X0, OXO, XXO, OXX & OXXO
(FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS)
REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS
DOORS WITH GLASS TYPES A, B, C OR D
HEIGHT
X WIDTH XX WIDTH
3 371/2 "I 6° 71 3/4"
O WIDTH
X WIDTH
2 251 /2"
27 1/2"
29 1/2"
2 31 1/2"
2 33 1/2"
351 /2"
3° 37 1/2"
SINGLE
SIDE LITE
Roved Br
Prim) ay:
FJC
Riled By.
FIG
Deft
9/18/07
Lusts:
13114107
27 3/4"
361/8"
36 3/4"
O WIDTH
1 36 3/4"
TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR / SIDE LITES ONLY
A APPROVED CONFIGURATIONS: OX, X0, OXO, XXO, OXX & OXXO
(THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.)
REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION
XX WIDTH
4 47 3/4"
51 3/4"
55 3/4"
5 59 3/4"
5 63 3/4"
67 3/4"
6° 71 3/4"
O WIDTH
10 3/4"
12 3/4"
19"
21 3/4"
27 3/4"
36 1/8"
36 3/4"
Oar
R.rLione
B
Rsvtdarc
A
Dram BF Dote Checked By Da&
+75.0
+75.0
+75.0
+75.0
+75.0
F.K 2/22107 J.J. 6/11/07 I
6 793/4"
-75.0
-75.0
-75.0
-75.0
+75.0
SINGLE SIDE LITES WITH GLASS TYPE A
+75.0
+75.0
+74.9
-75.01+75.0
7 833/4"
-75.0
-75.0
-75.0
-74.9
87 3/4"
+75.0
+75.0
+71.4
+70.4
SINGLE SIDE UTES WITH GLASS TYPES B, C OR D
-75.01+75.0
GLASS TYPES A, B, C OR D
HEIGHT
6 793/4"
+58.6
+54.9
+51.7
+49.0
+43.1
+38.1
+34.0
+75.0
+75.0
+72.4
+64.5
+52.9
+35.2
+34.0
-58.6
-54.9
-51.7
-49.0
-43.1
-38.1
-34.0
-75.0
-75.0
-72.4
-64.5
-52.9
-35.2
-34.0
7 - 83 3/4"
+55.4
+51.8
+48.8
+46.2
+43.1
+38.1
+34.0
GLASS TYPES A, B, C OR D
+75.0
+75.0
+68.5
+61.0
+49.9
+35.2
+34.0
-55.4
-51.8
-48.8
-46.2
-43.1
-38.1
-34.0
-75.0
- 75.0
- 68.5
-61.0
-49.9
-35.2
- 34.0
87 3/4"
+52.4
+49.0
+46.1
+43.6
+41.5
+38.1
+34.0
+75.0
+75.0
+65.0
+57.8
+47.2
+35.2
+34.0
-75.0
-75.0
-71.4
-70.4
-75.0 I +75.0
-52.4
-49.0
-46.1
-43.6
-41.5
-38.1
-34.0
-75.0
-75.0
-65.0
- 57.8
-47.2
- 35.2
-34.0
REVISED TABLE 2 DESIGN PRESSURES AND CLARIFIED VERSION
COAIBINEG ASS TYPES 8 MAX SIZES INTO NOTES &ADD NOTES 5& LL
REVISE NOTE 1, 2 d 3. ADD NOTA17ONS TO TABLE IAND 2
REDUCEMA,G SEE DESIGN PRESSURE AND ADJUST. ALL DPS FOR TABLE 2
91 3/4"
+75.0
+75.0
+67.6
+66.6
91 3/4"
+49.8
+46.5
+43.8
+41.4
+39.3
+37.5
+34.0
+75.0
+75.0
+61.9
+55.0
+44.7
+35.2
+34.0
-75.0
-75.0
-67.6
-66.6
-75.0 I +75.01 -75.0
-49.8
- 46.5
-43.8
-41.4
-39.3
- 37.5
- 34.0
- 75.0
-75.0
-61.9
-55.0
- 44.7
- 35.2
-34.0
8 - 95 3/4"
+75.0 -75.0
+75.0
+64.2
+63.1
8 - 95 3/4"
+47.4
+44.3
+41.6
+39.3
+37.3
+35.6
+34.0
+75.0
+75.0
+59.0
+52.4
+42.6
+34.4
+34.0
-75.0
-64.2
-63.1
-47.4
-44.3
-41.6
-39.3
-37.3
-35.6
- 34.0
- 75.0
-75.0
- 59.0
-52.4
- 42.6
- 34.4
- 34.0
A6.
1070 S , FL 34275
DRIVE P T
NOKOaIfS F13427b
P.O. BOX 1529
NOICOMI$ FL 34274 Vlstbly Better
NOTES:
A1. GLASS TYPES:
A. 3/8" LAMI (1/8" A, .090 PVB, 3/16" HS)
B. 3/8" LAMI (1/8" HS, .090 PVB, 3/16" HS)
C. 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS)
D. 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS)
2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2.
MAX. OX/XO WIDTH = 73 1/T
MAX. OXO WIDTH = 109 1 /2"
MAX. XXO /OXX WIDTH = 107 3/4"
MAX. OXXO WIDTH = 143 3/4"
3. SINGLE DOORS 33 5/8" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 641/8"
WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE
FBC, CURRENT EDITION. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT
REQUIRED BY CODE.
4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI -DADE COUNTY.
A 5. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES:
EX. A FROM TABLE 1.
OXO WITH GLASS TYPE A
30" WIDE x 90" HIGH SINGLE DOOR WITH 29" SIDE LITES
DESIGN PRESSURE = +67.6 / -67.6 PSF
EX. B FROM TABLE 1.
OXXO WITH GLASS TYPE A
68" WIDE x 85" HIGH DOUBLE DOOR WITH 36 1/2" SIDE LITES
DESIGN PRESSURE = +70.4 / -70.4 PSF
EX. C FROM TABLE 2.
OXO WITH GLASS TYPE C
30" WIDE x 87 3/4" HIGH SINGLE DOOR WITH 26" SIDE LITES
DESIGN PRESSURE = +43.6 1 -43.6 PSF
EX. D FROM TABLE 2.
OXXO WITH GLASS TYPE C
63 3/4" WIDE x 80" HIGH DOUBLE DOOR WITH 26" SIDE LITES
DESIGN PRESSURE = +43.1 / -43.1 PSF
FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH
REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE
CONNECTION SEE SECTION E -E, SHEET 5 FOR REINFORCEMENT
DETAIL.
DESIGN PRESSURES
tee
ALUM. FRENCH DOOR & SIDE LITES, IMPACT
S.d"Ntedek
FD101
ask Wok Dredfplen
Ix 2 d 10 11005 -1
Raz
B
•
• • •
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Robert 1. Clark, P.E.
PE #39712
Structural
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Approved as Teoruplying with tbt
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Date Cr /
Mona
Miami Dade Product Control
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(TYP.b
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SEE NOTE 4 OX OR XO
Pax
9'1&17
balm
8H4/07
Deft
222/07
371/2"
MAX.
A E I
R•r.nc
B
A
Cheakod By:
J.J.
84 3/8"
MAX.
DLO
TYP.
95 3/4"
MAX.
HT.
TYP.
CI
L
CORRECT VERTICAL DLO AND FORMULAS
A
ADD DLO FORMULAS FOR DOOR AND SIDE UTE ADD DOOR DLO DIM
IDENTIFY DEAD BOLT AND SPECIFY 7r ACT. AND 7CINACT.
621/07 I
SEE NOTE 4
)0X
OXO SEE NOTE 4
C
1070 TECHNOLOGY DRIVE
KNOWS, FL 34276
P.O. BOX 1529
NOKOMIS, FL 34274
36 3/4"
MAX.
33 5/8" MAX.
DLO (TYP.)
P
Visibb Better
84 3/8"
MAX.
DLO
(TYP.)
F
FD101
1
95 3/4"
MAX.
(TYP.)
36 3/4"
MAX.
SEE NOTE 4
—F
ELEVATIONS
NTS
G
G
X
NOTES:
1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10.
2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5.
3. SIDE LITES OVERLAP 'X' AND'XX' DOORS BY 3/4" WHEN ASSEMBLED TO MAKE 'XO','OX','OXO" XXO','OXX' AND'OXXO' CONFIGURATIONS.
4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2).
5. CLEAR OPENING FOR 'X' AND'XX' DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.646) ('XX' DOOR = DOOR WIDTH /2 - 4.079)
143 3/4" MAX.
SEENOTE3
DOOR
DLO HEIGHT = HEIGHT -11 3/8" A
DLO WIDTH = DOOR WIDTH - 1215/16"
DLO WIDTH 'XX' = DOOR WIDTH/2 -11 5/16"
SIDE LITE
DLO HEIGHT = HEIGHT -11 3/8" A
DLO WIDTH = WIDTH -31/8"
ALUM. FRENCH DOOR & SIDE LITES, IMPACT
mat
3 or 10
Mettle Ma
11005-1
B
36 3/4"
MAX.
SEE NOTE 4
• •
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Robert L. lark, P.E.
PE #39712
Structural
• ••
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73 1/2" MAX.
36 3/4"
I— MAX.
Jzl-
71 3/4"
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Darn By:
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(TYP.b
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SEE NOTE 4 OX OR XO
Pax
9'1&17
balm
8H4/07
Deft
222/07
371/2"
MAX.
A E I
R•r.nc
B
A
Cheakod By:
J.J.
84 3/8"
MAX.
DLO
TYP.
95 3/4"
MAX.
HT.
TYP.
CI
L
CORRECT VERTICAL DLO AND FORMULAS
A
ADD DLO FORMULAS FOR DOOR AND SIDE UTE ADD DOOR DLO DIM
IDENTIFY DEAD BOLT AND SPECIFY 7r ACT. AND 7CINACT.
621/07 I
SEE NOTE 4
)0X
OXO SEE NOTE 4
C
1070 TECHNOLOGY DRIVE
KNOWS, FL 34276
P.O. BOX 1529
NOKOMIS, FL 34274
36 3/4"
MAX.
33 5/8" MAX.
DLO (TYP.)
P
Visibb Better
84 3/8"
MAX.
DLO
(TYP.)
F
FD101
1
95 3/4"
MAX.
(TYP.)
36 3/4"
MAX.
SEE NOTE 4
—F
ELEVATIONS
NTS
G
G
X
NOTES:
1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10.
2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5.
3. SIDE LITES OVERLAP 'X' AND'XX' DOORS BY 3/4" WHEN ASSEMBLED TO MAKE 'XO','OX','OXO" XXO','OXX' AND'OXXO' CONFIGURATIONS.
4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2).
5. CLEAR OPENING FOR 'X' AND'XX' DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.646) ('XX' DOOR = DOOR WIDTH /2 - 4.079)
143 3/4" MAX.
SEENOTE3
DOOR
DLO HEIGHT = HEIGHT -11 3/8" A
DLO WIDTH = DOOR WIDTH - 1215/16"
DLO WIDTH 'XX' = DOOR WIDTH/2 -11 5/16"
SIDE LITE
DLO HEIGHT = HEIGHT -11 3/8" A
DLO WIDTH = WIDTH -31/8"
ALUM. FRENCH DOOR & SIDE LITES, IMPACT
mat
3 or 10
Mettle Ma
11005-1
B
36 3/4"
MAX.
SEE NOTE 4
• •
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Robert L. lark, P.E.
PE #39712
Structural
• ••
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40"
(TYP.b
Deer
SEE NOTE 4 OX OR XO
Pax
9'1&17
balm
8H4/07
Deft
222/07
371/2"
MAX.
A E I
R•r.nc
B
A
Cheakod By:
J.J.
84 3/8"
MAX.
DLO
TYP.
95 3/4"
MAX.
HT.
TYP.
CI
L
CORRECT VERTICAL DLO AND FORMULAS
A
ADD DLO FORMULAS FOR DOOR AND SIDE UTE ADD DOOR DLO DIM
IDENTIFY DEAD BOLT AND SPECIFY 7r ACT. AND 7CINACT.
621/07 I
SEE NOTE 4
)0X
OXO SEE NOTE 4
C
1070 TECHNOLOGY DRIVE
KNOWS, FL 34276
P.O. BOX 1529
NOKOMIS, FL 34274
36 3/4"
MAX.
33 5/8" MAX.
DLO (TYP.)
P
Visibb Better
84 3/8"
MAX.
DLO
(TYP.)
F
FD101
1
95 3/4"
MAX.
(TYP.)
36 3/4"
MAX.
SEE NOTE 4
—F
ELEVATIONS
NTS
G
G
X
NOTES:
1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10.
2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5.
3. SIDE LITES OVERLAP 'X' AND'XX' DOORS BY 3/4" WHEN ASSEMBLED TO MAKE 'XO','OX','OXO" XXO','OXX' AND'OXXO' CONFIGURATIONS.
4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2).
5. CLEAR OPENING FOR 'X' AND'XX' DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.646) ('XX' DOOR = DOOR WIDTH /2 - 4.079)
143 3/4" MAX.
SEENOTE3
DOOR
DLO HEIGHT = HEIGHT -11 3/8" A
DLO WIDTH = DOOR WIDTH - 1215/16"
DLO WIDTH 'XX' = DOOR WIDTH/2 -11 5/16"
SIDE LITE
DLO HEIGHT = HEIGHT -11 3/8" A
DLO WIDTH = WIDTH -31/8"
ALUM. FRENCH DOOR & SIDE LITES, IMPACT
mat
3 or 10
Mettle Ma
11005-1
B
36 3/4"
MAX.
SEE NOTE 4
• •
• • •
•• •
•
•••••
•
• •
•• ••
• • •
• •
• • •
•• •
• •
• •
;ti;;�ituvec: _t:a; ;t,t yialwithtIi
Wla OCT to L
NO t p7 -
F . a) 1's :Nn':trt t... AP pert
Robert L. lark, P.E.
PE #39712
Structural
• ••
•. •
••••
•
•• •
• • •
• ••
•• •
• • •
•• •
•
••••
• •
••••
4"
P.)
•
•
•
• ,••••
• •
• ►••••
• •
•.•.•
• •
•.•••
•.•••*
•
•
•
•
•
Rand By.
Rend Br
F.K
Read Br
F.K
areMn By.
FJC
EXTERIOR
MAX.
DLO
Deter
Deer
81807
over
8H4/07
ogle:
2/22107
Radeknx
B
Revhbrwc
A
Chadad
J.J.
DOOR SECT. A-A
VERTICAL
MAX.
DOOR
HEIGHT
1.489
INTERIOR
EXTERIOR
MAX.
DLO
NO C E 1MSSHEET.
SHOW DOUBLE HOLLOW HEAD SECT ION AT CORNER ASSEMBLY
6/21/07 I
ti
SL SECT. B -B
VERTICAL
1070 TECHNOLOGY DRIVE
NOKOMIS FL 34275
P.O. BOX 1529
NOKOMIS, FL 34274
MAX.
SIDE
LITE
HEIGHT
Visibly Better
INTERIOR
SL VIEW G -G
CORNER ASSEMBLY
Doetstiker
EXAMPLE ELEVATIONS
nar
ALUM. FRENCH DOOR & SIDE LITES, IMPACT
8eriFD101 leadg
Snook
d 10
Dwane No.
110054
CLEAR COLORED SEALANT
Rue
B
••
• •
• • ••••
• • •
•• • • ••
• • •
••••
•
• •
• •
•••• •• • •
• • • • • •
•••• • • • •• ••
•• • ••
• • • • • •
•• • •• • •• • • • •
•
• • •
• •
••
• •
• •
• •
• • •
•• •
•• ••
• •
• •
Approved as complying with the
Florida Bonding Code
D a t e 1 1 2 0 0
NOA# o7- -4,42? /G
Miami Dade Product Control
By reL.,
• •
•
Robert (. P.E.
PE #39712
Structural
•••
•
• •
••••
•
••••
••
• •
•••
•
•
•
•
•
Rated By: Dew
F.K 9/f&V7
Raid By: beim
8iHMD7
MAX. SL WIDTH—N-1
SL SECT. E -E
MAX. 'X WIDTH
1141111 -
HORIZ. (DOOR W/ SIDE LITE)
SPACING, SAME AS
JAMB ANCHOR SPACING
(SEE SHEETS 7, 8 AND 9)
'XX' SECT. C-C
HORIZ.
DC SECT. D -D
HORIZ.
SEE TABLES 1 AND 2 AND
NOTES ON SHEETS 1 & 2
FOR APPLICABILITY
MAX. IOC WIDTH
MAX. SL WIDTH
VERTICAL SECTIONS
INTERIOR
EXTERIOR
SL SECT. F -F
HORIZ. (SINGLE SIDE LITE)
ALUM. FRENCH DOOR & SIDE LITES, IMPACT
....
• •
. • ....
• • •
.. • • ..
• • •
.
.... .. •
• • • •
. • • ..
.. •
• ..
..
Approved as complying with the
Florida Buiding Cod
Date ("LT 12 zoo?
NOA# 47 04 z?. 0 .
Miami Dade Product Control
Divigion
By 1C # �ti 4 Jc
Robert L. (Clark. P.E.
PE 1139712
Structural
ITEM
DWG #
PGT#
DESCRIPTION
60
920D
6920D
SIDELITE HEADER
61
921D
6921
SIDELITE SILL
62
916B
60381
SIDELITE JAMB
63
1155
781 PQA
#8 X1.000 QUAD PN. SMS
64
998
7998
HEAD GASKETS (STOCKING #70998)
65
999
7999
SILL GASKETS (STOCKING #70999)
66
934A
61641M
SIDELITE JAMB ADAPTER
67
#12 X 1.000 SHEET METAL SCREW
70
712653K
SETTIING BLOCK, 3/32" X 1/4" X 1" W /PSA
71
71267K
SETTING BLOCK, 1/16" X 1/2" X 1" W /PSA
72
4222A
64222
BEAD, 7/16"
73
988
6988
BEAD, 3/8"
92
986
64986
BEAD, INTERIOR
93
1224
61P247
BULB, THICK (USED IN EXTRUDED BEAD)
94
GLAZING SILICONE, DOW 899, 983 OR EQUIVALENT
95
GLASS, 3/8" LAMI - 1/8" A, .90 PVB, 3/16" HS
96
GLASS, 3/8" LAMI -1/8" HS, .90 PVB, 3/16" HS
97
GLASS, 7/16" LAMI - 3/16" A, .90 PVB, 3/16" HS
98
GLASS, 7/16" LAMI - 3/16" HS, .90 PVB, 3/16" HS
102
11006A 141106A
ACETAL SPACER .295 (INHOUSE INJECTION MOULDED)
103
OFF -THE SHELF
DEAD BOLT LOCK
ITEM
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
20
21
22
23
24
25
26
27 7070
30 910D
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
Rand By:
F.K
Rand By.
Frc
DWG # PGT#
DESCRIPTION
943B
60411
FRAME HEAD
1010
6Q300
WSTP.,Q -LON .190 X.375 HIGH
7070 67070K BULB WEATHERSTRIP .187 X .300 HIGH
955
7955X
FLUSHBOLT STRIKEPLATE
938
7938X
2 PT. LOCK STRIKEPLATE
956 7956A FRAME HEAD STRIKEPLATE BACKING PLATE
7832X12FPXP
#8-32 X.500 PH. FL. MS - S.S. W /SILICONE PATCH
995
70995
GASKET (BETWEEN THRESHOLD & FRAME JAMB)
996
70996
GASKET (BETWEEN HEAD & FRAME JAMB)
952A
6533016
FILLER HEAD ADAPTER
11000
611000M
OUTSWING THRESHOLD
1670
671670
WSTP, .350 RD FOAM FILL T-SLOT (AMSBURY#32011)
OUTSWING THRESHOLD CHANNEL COVER
11004A 611004M
11001A 411001A
ACETAL SPACER .065 ( INHOUSE INJECTION MOLDED)
ACETAL SPACER .095 (INHOUSE INJECTION MOLDED)
ACETAL SPACER .140 (INHOUSE INJECTION MOWED)
FRAME JAMB (OUTSWING)
11002A 411002A
11003A 411003A
915D
60380
1010
6Q300
WSTP.,Q -LON .190 X.375 HIGH
6608
66608M
REINFORCEMENT, 1.000 X2.750 X 0.650, 6061 -T5
1140
78X112PSATS
#8 X1.500 PHSQAT /S
1048
71048
JAMB SCREW COVER CAP
930
41721N
STRIKE PLATE INSERT
1118
710X34PFA
#10 X.750 PH. FL SMS
Dais:
918/07
Dec
BH4/07
67070K BULB WEATHERSTRIP .187 X .300 HIGH
6910 DOOR PANEL, TOP & BOTTOM RAIL
911E 6911 DOOR PANEL, SIDE RAIL
917
7FRMO
HINGE EXTRUSION
1178
71058FP W,B
#10 X.625 PH. FL SMS
913A
60378M
TRUSS CLAMP
1130
6TRODA
5/16 -18 THREADED ROD
990
7990NUTA
5/16 -18 FLANGED HEX NUT
914A
60379M
WEATHERSTRIP CHANNEL
7834FPT
#8 X .75 PH. FL. TEK
997
70997
GASKET (BETWEEN PANEL HEAD /SILL & PANEL STILES)
WSTP., .187 X.250 HIGH, FINSEAL
1023
679240
928
41720
SLIDE BOLT ASSY. (INACTIVE PANEL ONLY)
1145
76X12FPAW
#6 X .500 P11 FL SMS TYPE BDS
1212
7P3OGG
SILL DUST PLUG (INACTIVE PNL)
983B
6983 DOOR PANEL ASTRAGAL 1 (OUTSWING)
984B
6984
DOOR PANEL ASTRAGAL 2 (OUTSWING)
1213
6Q200K
WSTP.,Q -LON .190 X.200 HIGH
929
74UBLOK
LOCK SUPPORT ASSY. (41707 & 41708)
1139
7634F
#6 X .750 PH. FL. SMS
982
FD2PTAY
2 PT. LOCK ASSY.
6R180FS
RUBBER SLEEVE
930
41721
STRIKE PL. INSERT (INACTIVE PANEL)
931
7FRSPX
DEADBOLT STRIKE PLATE
1118
710X34PFA
#10 X.750 PH FL. SMS
957
70957X
HANDLE STRIKE PLATE
1118
710X34PFA
#10 X.750 PH FL. SMS
arallIoasK
1.
8
A
NO CHANGETHMS SHEET.
ADD ITEM 103 DEAD BOLT AND 7NACTPVEPANEL ONLY" TO ITEM 41.
Dm, ,BF Data Checked By: tkdz I
F.K 2/22/07 J.J. 6/21/07
1070 TECHNOLOGY DRIVE
NOKOMIS, FL 34275
P.O. BOX 1529
NOKOMIS, FL 34274
Visib& Better
.650
FD101
f
II U .360
OUTSWING THRESHOLD
CHANNEL COVER
6063 -T6
�- 2.750 -01
125
TUBE MULL
6063 -T5
4
1.000
PARTS LIST
ALUM. FRENCH DOOR & SIDE LITES, IMPACT
soft Shot &oars No.
1/2x 6 of 10 11005-1
Rae
• •
• • •
.. •
•
....
• •
•
• •
.. ..
• • •
• •
• • •
.. •
Approved as contpiying with the
Florida Bolding Code
Date O e.T 1 f 1r ea7
NOA# 07--1306 2.f.
Miami Dade Product Control
By u c (I04t4.L
L. Clark, P.E.
PE #39712
Structural
....
• •
••••
• ..
.. •
••••
•
.. •
• • •
• . .
.. •
• • •
•. •
•
• •
•
••••
• •
•.. •
•
•
•
•
•
•
•
•
..
•
•
•
••••
••
•
•
• •
•
••••
•
4.626
1.400
4.000
Row By: Dmr
DOOR PANEL
TOP & BOTTOM RAIL
6063 -T5
Raid ar
F.K 9118/07
i iill Br t
B114/07
Drawn Sy: Dew
2/�7
3.655
FILLER HEAD ADAPTER
6063 -T6
FRAME HEAD
6063 -T6
.050
.079 1 1 1.489
3.000
OUTSWING THRESHOLD
6063 -T6
Bristow
Revisions
B
Flevkions
3.000
A
Cheated Br
J.J.
3.111
4.726
4.100
J
1.479
1
NO CHANGE THIS SHEET.
1.750 1.750
' r
DOOR PANEL
SIDE RAIL
6063 -T5
r- 1500
1251_,
l _ J I F . 75°
I
TRUSS CLAMP
6063 -T5
4.726
SL HEADER
6063 -T6
ADO VOOR 70 IIEM206 GLASS BED DN. TO ITEMS 30. 91, 44, 456 62
6 I
4.100
DOOR PANEL
INTERIOR ASTRAGAL
6063 -T5
.050
1 '.. 3.100 - -01
3/8° GLAZING BEAD
6063 -T5
1070 TECHNOLOGY DRIVE
NOKOMIS. FL 34275
P.O. BOX 1520
NOKOMIS FL 34274
4.675
SL SILL
6063 -T6
Visibly Better
-�I x.525
.050
DOOR PANEL
EXTERIOR ASTRAGAL
6063 -T5
7/16° GLAZING BEAD
6063 -T5
4.586
me
EXTRUSION PROFILES
FD101
5.212
Bask
1/2x
. 050
3.000 --.-
7 or 10
• -1.578
-•-1 .890
--1`30
SL JAMB
ADAPTER
6063 -T6
� .050- *�k. -, 1.620
DOOR FRAME,
JAMB
6063 -T6
3.000
SL JAMB
6063 -T6
.050
2.980
ALUM. FRENCH DOOR & SIDE LITES, IMPACT
&awigNo.
110051
B
.250 -- [-*--
WEATHER
STRIP CHANNEL
6063 -T5
HINGE
6063 -T5
•
• •
• ••••
• • •
•• • • ••
• • •
••••
•
•
•••• • • •
•
• • • • •
•••• • ••
•• • •
• • • • •
•• • • • •• •
•
• • •
• • • •
• •
• • •
•• •
0.375
.125
••
• •
••••
Approved as complying with the
Florida Routing Cole
Date OG-T
NOA# o7 -eG Z9• /o
Miami Dade Product Control
By1S�tr,1 I. ar k N
o L. Clark, P.E.
PE #39712
Structural
•
•
•
asr•dBy:
rro•ner
FJC
Rowdily:
FJL
Drawn By:
F.IC
HEAD
ZONE "C "_
/
X
SILL 1
ZONE "C"
SEE TABLE 3., SHT. 9
HEAD HEAD HEAD
f--Z ENE_1 ZONE "F"� O NE -4
f-- ZONE - --ZONE "F" -�
E SEE TABLE 7., SHT. 9 E
NOTES:
Date:
9/1&V7
5/14/07
Dsbx
2/22107
ReoAnanc
Reviskrin
B
A
*Woe By:
J.J.
OldIX
6f21fO7
NO CHANGE THIS SHEET.
HEAD ZONE "D "1 ZONE HEAD
/
/
XX
n
/
— SILL 1 SILL 1
ZONE "D" ZONE "D"
SEE TABLE 4., SHT. 9
CHANGE 2 (O' OR V X' ANCHOR ZONE FR O M V' TO TY ADD A NC H O R TYPES
TO SOLUT1OM
W
z
0
03
< XXO OR
OXX
SILL
ZONE "D" ZONE " ZONE -
SEE TABLE 7., SHT. 9 E
1070 TECf 6YOLOOYDRIVE
NOKOMIS, FL 34276
A.O. BOX 1529
NOKOMIS, FL 34274
HEAD
ZONE "E"
O
1 SILL
ZONE "E"
SEE TABLE 5., SHT. 9
pep • pL�p
PcT
V1sibb Better
FD101
HEAD HEAD
ZONE "O"ZONE "E "_
1 SILL 1 SILL
ZONE "D" ZONE "E"
SEE TABLE 6., SHT. 9
.. HEAD HEAD HEAD HEAD HEAD
ONE4
"E"
} ZONE �ZONE "F" "F " ZONE -}
E E
SEE TABLE 7., SHT. 9
ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 3/4 "H UNIT,
71 3 /4"W 'XX' DOOR WITH 19 "W SIDE LITES (SEE SOLUTION ABOVE)
1. APPROVED ANCHOR TYPES ARE: 1.1/4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS
2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE.
JAMBS (ALL): 131/4" MAX. FROM CORNERS AND 231/8" MAX. O.C.
HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX. O.C.
HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24 3/4" MAX. O.C.
3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9.
ANCHORAGE, CONFIGURATIONS
ALUM. FRENCH DOOR & SIDE LITES, IMPACT
Ba•S
NTS
/
XO OR
OX
oar
8 a 10
Aloft ft
11005 -1
EXAMPLE
ANCHORAGE SOLUTION
FOR A CONCRETE
OXXO INSTALLATION
A. 19" x 83 3/4" SIDE LITES "B" AND
"E" ZONE ANCHORS FROM
TABLE 7, SHEET 9.
PLUS;
B. 71 3/4" x 83 3/4" XX DOOR ZONE
"F" ANCHORS FROM TABLE 4,
SHEET 9, EACH "F" ZONE.
SEE ENCIRCLED VALUES, SHEET 9
SOLUTION:
TOTALS (4) TYPE 1 OR 2 ANCHORS
EACH JAMB AND 2 +5 +5 +2 = (14)
TYPE 1 OR 2 ANCHORS AT HEAD
AND AT SILL.
• •
• • •
•• •
•
•••••• • • I
•••• •• •
• • • • •
•••• • ••
• •
• • ••
• • •
• •
•
• • •
•• •
• •
•
• ••
• • •
•
•• •
• • •
•• •
•
• •
•
•• ••
• •
••
Approvd. as cams:!; Ong with the
Florida &aiding CoAe
Date CeT l$
NOA# 417 — (14 E. /r1
Miami Dade Product Control
Ay n �aS I,. ( �iNee'-
Robert L. Clark, P.E.
PE #39712
Structural
••"•••
•.
•
•
•
•
•
•
•
•
•
• •
•
•
JAMB ZONE "B"
JAMB ZONE "B"
JAMB ZONE "A"
JAMB ZONE "B"
JAMB ZONE "A"
JAMB ZONE "A"
JAMB ZONE "A"
JAMB ZONE "A"
JAMB ZONE "B"
JAMB ZONE "B"
JAMB ZONE "B"
Pt
•
•
•
•
A
AM
X AA
/ /
OXXO
....
\ \
r• en
v.
r•
•
;
} - JAMB ZONE "B" - 1
-JAMB 2
•
•
)1
\
/
\
/
•
••
••
.•.•
••
V ..
"It
••
Y
asr•dBy:
rro•ner
FJC
Rowdily:
FJL
Drawn By:
F.IC
HEAD
ZONE "C "_
/
X
SILL 1
ZONE "C"
SEE TABLE 3., SHT. 9
HEAD HEAD HEAD
f--Z ENE_1 ZONE "F"� O NE -4
f-- ZONE - --ZONE "F" -�
E SEE TABLE 7., SHT. 9 E
NOTES:
Date:
9/1&V7
5/14/07
Dsbx
2/22107
ReoAnanc
Reviskrin
B
A
*Woe By:
J.J.
OldIX
6f21fO7
NO CHANGE THIS SHEET.
HEAD ZONE "D "1 ZONE HEAD
/
/
XX
n
/
— SILL 1 SILL 1
ZONE "D" ZONE "D"
SEE TABLE 4., SHT. 9
CHANGE 2 (O' OR V X' ANCHOR ZONE FR O M V' TO TY ADD A NC H O R TYPES
TO SOLUT1OM
W
z
0
03
< XXO OR
OXX
SILL
ZONE "D" ZONE " ZONE -
SEE TABLE 7., SHT. 9 E
1070 TECf 6YOLOOYDRIVE
NOKOMIS, FL 34276
A.O. BOX 1529
NOKOMIS, FL 34274
HEAD
ZONE "E"
O
1 SILL
ZONE "E"
SEE TABLE 5., SHT. 9
pep • pL�p
PcT
V1sibb Better
FD101
HEAD HEAD
ZONE "O"ZONE "E "_
1 SILL 1 SILL
ZONE "D" ZONE "E"
SEE TABLE 6., SHT. 9
.. HEAD HEAD HEAD HEAD HEAD
ONE4
"E"
} ZONE �ZONE "F" "F " ZONE -}
E E
SEE TABLE 7., SHT. 9
ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 3/4 "H UNIT,
71 3 /4"W 'XX' DOOR WITH 19 "W SIDE LITES (SEE SOLUTION ABOVE)
1. APPROVED ANCHOR TYPES ARE: 1.1/4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS
2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE.
JAMBS (ALL): 131/4" MAX. FROM CORNERS AND 231/8" MAX. O.C.
HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX. O.C.
HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24 3/4" MAX. O.C.
3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9.
ANCHORAGE, CONFIGURATIONS
ALUM. FRENCH DOOR & SIDE LITES, IMPACT
Ba•S
NTS
/
XO OR
OX
oar
8 a 10
Aloft ft
11005 -1
EXAMPLE
ANCHORAGE SOLUTION
FOR A CONCRETE
OXXO INSTALLATION
A. 19" x 83 3/4" SIDE LITES "B" AND
"E" ZONE ANCHORS FROM
TABLE 7, SHEET 9.
PLUS;
B. 71 3/4" x 83 3/4" XX DOOR ZONE
"F" ANCHORS FROM TABLE 4,
SHEET 9, EACH "F" ZONE.
SEE ENCIRCLED VALUES, SHEET 9
SOLUTION:
TOTALS (4) TYPE 1 OR 2 ANCHORS
EACH JAMB AND 2 +5 +5 +2 = (14)
TYPE 1 OR 2 ANCHORS AT HEAD
AND AT SILL.
• •
• • •
•• •
•
•••••• • • I
•••• •• •
• • • • •
•••• • ••
• •
• • ••
• • •
• •
•
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• •
•
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• • •
•
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• • •
•• •
•
• •
•
•• ••
• •
••
Approvd. as cams:!; Ong with the
Florida &aiding CoAe
Date CeT l$
NOA# 417 — (14 E. /r1
Miami Dade Product Control
Ay n �aS I,. ( �iNee'-
Robert L. Clark, P.E.
PE #39712
Structural
••"•••
•.
•
•
•
•
•
•
•
•
•
• •
•
•
JAMB ZONE "B"
JAMB ZONE "B"
JAMB ZONE "A"
JAMB ZONE "B"
JAMB ZONE "A"
JAMB ZONE "A"
JAMB ZONE "A"
JAMB ZONE "A"
JAMB ZONE "B"
JAMB ZONE "B"
JAMB ZONE "B"
TABLE 3. X DOORS
GLASS TYPES
ANCHOR TYPE
& SUBSTRATE
DOOR WIDTHS
"X" - 25.50
TO 37.50
m
WIDTH X HT. x
25.50 x 79.75 5
83.75 5
87.75 5
91.75 5
95.75 6
27.50 x 79.75 5
83.75 5
87.75 5
91.75 6
95.75 6
29.50 x 79.75 5
83.75 5
87.75 6
91.75 6
95.75 6
31.50 x 79.75 5
83.75 6
87.75 6
91.75 6
95.75 7
33.50 x 79.75 6
83.75 6
87.75 6
91.75 7
95.75 7
35.50 x 79.75 6
83.75 6
87.75 6
91.75 7
95.75 7
A, B, C, D
2,3, WOOD 11,2, CONC
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
3
3
3
3
3
3
3
3
3
LOAD ZONES
J
m
W
x
7
7
7
7
7
7
7
7
7
7
8
8
8
8
8
8
8
8
8
10
8
8
8
10
10
8
8
8
10
10
m
x
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
37.50 x 79.75 6 3 8 4
83.75 6 3 8 4
87.75 7 3 10 4
91.75 7 3 10 4
95.75 7 3 10 4
Raved By:
t
Ravad1371
RK 9/18017
Rendap. was
F.IC 814107
winner. a
F.IG 2/22/07
Ravlakor
Ralittantr
B
ttadetamr
A
Medea, By:
J.J.
0
W
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
5
5
3
3
5
5
5
3
5
5
5
5
3
5
5
5
5
5
5
5
5
5
5
5
5
5
TABLE 4. XX DOORS
(ALSO X DOOR OF XO & OX)
GLASS TYPES A, B, C, D
ANCHOR TYPE
& SUBSTRATE 2,3, WOOD I 1,2, CONC
DOOR WIDTHS
"MC' - 47.76
TO 71.75
NO CHANGE THIS SHEET.
Q
WIDTH x HT.
47.75 x 79.75 4
83.75 6
87.75 5
91.75 5
95.75 5
51.75 x 79.75 5
83.75 5
87.75 5
91.75 5
95.75 6
55.75 x 79.75 5
83.75 5
87.75 5
91.75 6
95.75 6
59.75 x 79.75 5
83.75 5
87.75 6
91.75 6
95.75 6
63.75 x 79.75 5
83.75 6
87.75 6
91.75 6
95.75 7
67.75 x 79.75 6
83.75 6
87.75 6
91.75 7
95.75 7
71.75 x 79.75 6
83.75 6
87.75 6
91.75 7
95.75 7
4
4
4
4
4
4
5
5
5
5
5
5
5
6
5
5
5
6
6
5
5
5
6
6
LOAD ZONES
7
7
7
7
7
7
8
8
8
8
8
10
8
10
10
8
9
9
10
10
fC
4
4
4
4
4
4
4
4
4
4
8
4
2
8 4 3
4
4
4
4
4
4
4
4
4
4
4
c �
0 0
X
2
2
2
2
2
2
3
3
3
3
3
3
3
8
4
3
8
4
3
3
3
3
3
3
3
3
3
x
3
3
3
3
3
3
5
5
5
5
3
5
5
5
5
5
5
5
5
5
ADO ALSO USE W / TABLE STO TABLE 4., D' CHANGE TAKE 6, HEAD ZONE
'C" TO H AND COLUAD4 REFERENCE. ADD vs TO ANCHOR TYPE 3
Dor
8/21/07 I
TABLE 5.0 SIDE LITE
GLASS TYPES
ANCHOR 1YPE
& SUBSTRATE
WIDTHS
"O" - 10.76
TO 36.75
m
WID1H x HT. 0
10.75 x 79.75 4
83.75 4
87.75 4
91.75 4
95.75 4
12.75 x 79.75 4
83.75 4
87.75 4
91.75 4
95.75 4
19.00 x 79.75 4
83.75 4
87.75 4
91.75 4
95.75 4
21.75 x 79.75 4
83.75 4
87.75 4
91.75 5
95.75 5
27.75 x 79.75 5
83.75 5
87.75 5
91.75 6
95.75 6
36.13 x 79.75- 6
83.75 6
87.75 7
91.75 7
95.75 7
36.75 x 79.75 6
83.75 6
87.75 7
91.75 7
95.75 7
A, B, C, D
2,3, WOODI 1,2, CONC
LOAD ZONES
m
2
O
1 4
1 4
1 4
1 4
1 4
2 4
2 4
2 4
2 4
2 4
2 4
2 4
2 4
2 4
2
2
2 4
2 4
2 4
2 4
2 4
2 4
2 4
2 4
2 4
3 4
34
3 4
3 _ 4
3 4
3 4
3 4
3 4
3 4
1070 TE 1#IOLOGYDRIVE
NOKOMIS FL 34275
P.O. BOX 1529
NOKOMIS FL 34274
1
1
1
1
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
3
3
3
3
3
3
3
TABLE 6. XO & OX
GLASS TYPES
ANCHOR TYPE
& SUBSTRATE
DOOR WIDTHS
"X" - 26.50
TO 37.5
SIDE
LITE
WIDTH x HT.
10.75 x 79.75 4
83.75 4
87.75 4
91.7 4
95.7 4
12.75 x 79.7 4
83.75 4
87.75 4
91.75 4
95.75 4
19.00 x 79.75 4
83.75 4
87.75 4
91.75 4
95.75 4
21.75 x 79.7 4
83.7 4
87.75 4
91.75 5
95.75 5
27.75 x 79.75 5
83.75 5
87.7 5
91.75 6
95.7 6
36.13 x 79.7 6
83.75 6
87.75 7
91.75 7
95.75 7
36.75 x 79.75 6
83.75 6
87.75 7
91.75 7
95.75 7
c;_r_
Visibly Better
A, B, C, D
2,3, WOOD 1 1,2, CONC
Dar
0
0
0
2
2
2
2
2
2
2
2
2
2
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
4
4
5
5
5
4
4
5
5
5
SetkoSiodisk
FD101
LOAD ZONES
b
0
LL
OG
O
x
V
z
m
2
W
N
D
4 2
4 2
4 2
4 2 O
4 2
4 2 2
4 2
4 2
4 2
4 2
4 2
4 2
4 2
4 2
4 2
4 2
4 2
4 2
4 2
4 2
4 2
4 2
4 2
4 3
4 3
4 3
4 3
4 3
4 3
CO
H
cc
LL
w
1
z
a
Q D
W
3
W
co
D
z
th
m
re
LL
tY
0
x
V
z
4 3 CO
4 3
4 3 Ui
4 3
4
3
4 3
ANCHOR QUANTITY LOAD ZONE TABLES
ALUM. FRENCH DOOR & SIDE LITES, IMPACT
Suter
M4
x
TABLE 7. OXO, XXO, OXX
& OXXO
GLASS TYPES A, B, C, D
ANCHOR TYPE
& SUBSTRATE 2,3, WOOD 11,2, CONC
DOOR WIDTHS LOAD ZONES
- 25.50
TO 37.50
"MC - 47.75
TO 71.75 m
m
Q
O
SIDE
LITE
WIDTH x HT.
10.75 x 79.75 4
83.75 4
87.75 4
91.75 4
95.75 4
12.75 x 79.75 4
83.75 4
87.75 4
91.75 4
95.75 4
19.00 x 79.75 4
83.75 4
87.75 4
91.75 4
95.75 4
21.75 x 79.75 4
83.75 4
87.75 4
91.75 5
95.75 5
27.75 x 79.75 5
83.75 5
87.75 5
91.75 6
95.75 6
36.13 x 79.75 6
83.75 6
87.75 7
9175 7
95.75 7
36.75 x 79.75 6
83.75 6
87.75 7
91.75 7
95.75 7
awe
9 if 10
W
N
5
m
7
O
4
4
4
trashy Na
11005-1
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
to
0
2
2
J
2 F
2
2 lC
0
2 0
2 w
1
2 m
2
2 a
d
2
2 0
2 O Z
2 N
2 0
2 u�
2 LL
2 ,
2 oC
0
2 e
2
2 H
2 a
O
3
3
3
3
3
3
3
3
3
3
z
APPROVED ANCHOR TYPES:
1. 1/4" ELCO TAPCONS
2.1/4" ELCO SS4 CRETE -FLEX
MASONRY ANCHORS
3. #12 SCREWS (G5)
4. ENCIRCLED ANCHOR
QUANTITIES IN TABLES 4
AND 7 PERTAIN TO THE
EXAMPLE ANCHORAGE
SOLUTION ON SHEET 8.
• •
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•
. •
••••
• •
.• ••
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• •
• •
• • •
•• •
••••
• •
••••
• ••
• • •
•
•
•• •
• • •
• ••
•• •
• • •
• • •
•
• •
• •
• .•.
Approved as complying with the
Florida Dueling Code
Date Da -T Jr/ 2017
NOA# "7- #OG .2f. . 42
Miami Dade Product Control
Divisi n
By 1n144. i 1. LL., N .k..
Robe L. Clark, P.E.
E #39712
Structural
•
•
•
•
•
•
•
•
•
•
1 3/8"
MIN.
EXT.
WOOD
ANCHOR
ON
STAGGERED
CENTERS,
TYPE
2 OR 3,
NOTE 1
Road e5-
Road By:
F.K
Render
F.K
Darn By:
F.K
2X WOOD
BUCK, NOTE 2
3.4 KSI MIN. CONC.
DOOR HEAD (WOOD)
1 3/8"
MIN.
am
1/4" MAX. SHIM
DOOR JAMB (WOOD)
EXT.
Oak
D•ar
8N8/07
8114/07
Date
2P22/07
2X WOOD
BUCK, NOTE 2
Raids/am
Revialoat
8
R•rlelome
A
J.J.
1X WOOD
BUCK, NOTE 2
1/4" MAX.
SHIM
WOOD
ANCHOR
TYPE 2 OR 3,
NOTE 1
EXT.
1 3/4"
MIN E.D.
CONC
ANCHOR
ON
STAGGERED
CENTERS,
NOTE 1
EXT 1X WOOD BUCK,
NOTE 2
WOOD ANCHOR, TYPE 2 OR 3 NOTE 1
1 3/8° MIN.
1/4" MAX. EXT.
SHIM
1 3/4"
MIN E.D. 1
DOOR HEAD (CONC)
1/4" MAX.
SHIM
t
A • •_•
SHIM
CONC.
ANCHOR,
NOTE 1
1 114"
1 3/8"
1 3/4"
.1 3/4" MIN. E.D.
• •4 3/4° MIN. E.Q.
• 1.5 KSI MIN. CMU OR 2X WOOD
3.4 KSI MIN. CONC. BUCK, NOTE 2
DOOR JAMB (CONC) SIDE LITE JAMB (WOOD)
CONC. ANCHOR, NOTE 1
E.D. 3/4" I� • 3.4 KSI MIN. CONC. f
2X WOOD BUCK, NOTE 2 MIN.
DOOR SILL (WOOD) DOOR SILL (CONC)
NOCH.4NGE MIS SHEET.
SPEC TYPE 1 & 2 EMBED. ON CONC. DETAILS. SPEC. TYPE & 9ON WOOD
DETAILS. ADD ANCHOR TYPES TO NOTE 1.
6/21/07 l
1 3/8" TYPE 1
1 3/4" TYPE 2
1/4" MAX.
NOTE 3
r 1/4" MAX.
"• `' 1 3/8" TYPE 1
1 3/4" TYPE 2
1070 TECHNOLOGY DIVE
NOKOMIS, FL 3427i
F.O. BOX 1529
NOKOMIS, FL 34274
2X WOOD
BUCK, NOTE 2
E XT•
Visibly Better
TYPE 1 OR 2 (CMU)
TYPE 1 (CONC) SIDE LITE HEAD (WOOD)
TYPE 2 (CONC)
U4" MAX. SHIM
WOOD ANCHOR TYPE 2
OR 3, NOTE 1
1X WOOD
BUCK, NOTE 2
1/4" MAX.
SHIM
•
1 3/8" MIN.
2X WOOD BUCK, NOTE 2
SIDE LITE SILL (WOOD)
CONC.
ANCHOR,
NOTE 1
WOOD
ANCHOR,
TYPE
2 OR 3,
NOTE 1
3.4 KSI MIN.
CONC.
SmiesPledet
FD101
3.4 KSI MIN. CONC.
1X WOOD BUCK, NOTE 2
•
1X WOOD BUCK, NOTE 2 EXT.
SIDE LITE JAMB (CONC)
CONC. ANCHOR,
E
NOTES:
1. FOR CONCRETE INSTALLATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUtfY APPROVED ELCO 1/4" TAPCONS EMBEDDED 1 3/8" MIN. (TYPE 1) OR 1/4" SS4
CRETE -FLEX EMBEDDED 1 3/4" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4 ". FOR WOOD INSTALLATIONS USE
#12 SCREWS, G5 (TYPE 3) OR ELCO 1/4" SS4 CRETE -FLEX ANCHORS EMBEDDED 1 3/8" MN. (TYPE 2).
2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OP1IONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS
DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE O WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE
AUTHORITY HAVING JURISDICTION (AHJ).
3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USD, NON - SHRINK, NON - METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS)
MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS
WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION.
ANCHORAGE DETAILS
ALUM. FRENCH DOOR & SIDE LITES, IMPACT
NTS
1 3/8" MIN.
1/4" MAX.
SHIM
WOOD
ANCHOR
TYPE 2 OR 3,
NOTE 1
1/4" MAX. SHIM
I•- 13/4"
•
„ •
{ . ".• 1.5 KSI MIN. CMU OR
j .* •• 3.4 KSI MIN. CONC.
.:�. 3/4" MIN. E.D.
1..-- 13/4" -•-I
MIN. E.D.
Suet
10 a 10
NOTE1
t
SIDE LITE SILL (CONC)
1/4" MAX.
SHIM
•
4 3/8" TYPE 1
3/4" TYPE 2
1:0000 Ma
11005-1
1 3/4"
MIN. E.D.
- I 13/4" MIN. E.D.
CONC.
ANCHOR,
NOTE 1
1/4" MAX.
SHIM
• • •
•• •
fit l
7 , i , / b
Robert. Clark, P.E.
PE #39712
Structural
1 3/8" TYPE 1
1 3/4" TYPE 2
t
SIDE LITE HEAD (CONC)
—..1 1 1/4" TYPE 1 OR 2 (CMU)
1 3/8" TYPE 1 (CONC)
1 3/4" TYPE 2 (CONC)
• •
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•
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• • •
• ••
• • •
•
• • • • •
•• •
•• ••
• • •
• •
•
•
• •
••
•
•
••
••
••
••
•
••••
• •
••••
Approved as comp : : ; :■.+y with Me
Florida tinkling Cale
Date c.r 200
NOAY e .,7 _062/. 7rr
Miami Dade Product Control
a L41 I.CI
•!
•
•
•
•
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•
•
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•
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•
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•
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•
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•