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WS-17-2138 Inspection Worksheet
Miami Shores Village
{
10050 N.E.2nd Avenue Miami Shores,FL
Phone: (305)795-2204 Fax:(306)756-8972
Inspection Number: INSP-294308 Permit Number: WS-8-17-2138
Scheduled Inspection Date: April 09, 2018 Permit Type: WindoWs/Shutters
Inspector. Riveron,Alexis '
Inspection!Type: Final
Owner: I Work Classification: Window/Door Replacement
Job Address:636 NE 105 Street
} Miami Shores,FL Phone Number
Parcel Number 1122310120150
Project: <NONE>
Contractor: COASTAL GROUP CONSULTANTS LLC Phone:(305)477-9030
. r
Building Depart er t Comments
REPLACING DOORS AND WINDOWSTO IMPACT nfractio Passed comments
AND MODIFYING THE OPENING INSPECTOR COMMENTS False
i
Inspector Comments
Passed CREATED AS REINSPECTION FOR INSP-288462. 12/1112017
NOT READY
Failed
Correction
Needed
"Re-lns pection
Fee
No Additional Inspections can be scheduled until
reinspection fee is paid.
April 09,2018 For Inspections please call: (305)762-4949 Page 4 of 29
Permit No. WS-8=17-2138
`sH°R£s Miami Shores Village Permit Type Windows(Shutters
10050 N.E.2nd Avenue NE
r�Ilj ..,..� ' brkClassficatio�n:Window/Door Replacent
Miami Shores,FL 33138P e rw" 8-0000 Permit Status:.APPROVED
Phone: (305)795-2204
FL R1Dp`
issue Date:9/112017 FExpiration: 02/28/2018
Project Address Parcel Number Applicant
636 NE 105 Street 1122310120150
1 JUMANJI NEST LLC
Miami Shores, FL Block: Lot:
Owner Information Address Phone Cell
JUMANJI NEST LLC 636 NE 105 Street (954)443-6721
miami shores FL 33138-
636 NE 105 Street
miami shores FL 33138-
Contractor(s) Phone Gell Phone
Valuation: $ 20,000.00
COASTAL GROUP CONSULTANTS LL (305)477-9030
-�� Total Sq Feet: 0
Type of Work:REPLACING 2 DOORS AND 3 WINDOWS TO Available Inspections:
No of Openings:5 Inspection Type:
Additional Info:REPLACING 2 DOORS AND 3 WINDOWS TO Window Door Attachment
Classification:Residential Final z
Scanning:6 Review Structural
Review Building
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $12.00
DBPR Fee Invoice# WS-8-17-64974
$2.25 09/01/2017 Credit Card $274.50 $50.00
DCA Fee $2.25
Education Surcharge $4.00 08/24/2017 Check#:2385 $50.00 $0.00
Permit Fee $150.00
Plan Review Fee(Engineer) $120.00
Scanning Fee $18.00
Technology Fee $16.00
Total: $324.50
I
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL, PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. Futhermore, I authorize the above-named contractor t e work-stated.
September 01, 2017
Authorized Signature:Owner / Applicant / Contractor / WTe-nf Date
Building Department Copy
September 01, 2017 1
Miami Shores Village g RECEIVED
Building Department AUG 24 7017
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel:(305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:(305)762-4949
FBC 201 -
BUILDING Master Permit No.
PERMIT APPLICATION sub Permit No.
BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: (-0 3lo AIL IDS, S1
City: i Miami Shores County: Miami Dade Zip:
Folio/Parcel#: t I - D)-j- b 1 S L7 Is the Building Historically Designated:Yes NO
Occupancy Type: Load: -- Construction Type::/ 1 Flood Zone: BFE: FFE: R(�
OWNER: Name(Fee Simple Titleholder):c /f�/�'I�171>J� �/i2s/ Phone#: =0 S3� �v "'
Address: I o $ tJ t 3 -)i
City: k-1JState: ��' Zip:
Tenant/Lessee Name: Phone#:
Email: f J
CONTRACTOR:Company Name:[�F✓Ct /��l/7�$iii/T6gT� Phone#: .3�>T— �77 ��✓��
Address: :�-2 /t o G74
City: FC State: Zip: Kj0z z)
Qualifier Name: 46t e ¢Z ./ - Phone#: 7r7a9,fa
State Certification or Registration#: �d 1-57 Certificate of Competency#:
DESIGNER:Architect/Engineer: orL n 'yqr.c C-C'+ Phone#: 3as S9 �CoCtUS
Address: JoUk !�s,) U1 rN ' IQa' City: (y), q✓�� State: F-1 State: 33/�(y
Value of Work for this Permit:$ a V, 000 Square/Linearr Footage of Work:
Type of Work: ❑ Addition ElAlteration El New ►� Repair/Replace ❑ Demolition
Description of Work: re- Ci (-Aczr5 Gn c—� 3 w;n 4 c> i M, a c
u A, vd �`! i he- omen;n�
u•r .r ,� -a'..amstras'�wtw.es.xti..i+a��«+meva.ra•+•y+wn.y:,.d.,w:«:.-..�
:,15i.: r.S..Fi• ,,,Ttyli S ,•.. '''tom.
r , d ;i F r., .
Specify color ofco/or thru tele . ? +'.
Submittal Fee$ Permit Fee$ V- W CCF$
Scanning Fee$ Radon Fee$ DBPR$ - Notary$ l
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ V^j Bond$
TOTAL FEE NOW DUE$
(Revised02/24/2014)
t ,
Bonding Company's Name(if applicable)
Bonding�Compariy s'Address
City State Zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS,ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
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 whi Cm-rrsev (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be a roved and a reinsp tion fee will be charged.
Signature Signature
OWNa or AGE T CONTR CTO
The foorrkeving instrument
�was
_acknowledged before me this The foregoing instrument was acknowledged before me this
1 v 1/` day of 120 `--) by >' day of 20 X7 , by
1Z'1Ci L ,who is personally known to �N r �9�//� who is personally known to
me or who has produced tCUJi- as me or who has produced as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Si n: k/nelwy
pp Sign:
Print: �Clti l �- V� Print:
o .
Seal: o�"�::"'�•, TAILY E VAZ6IUEZ Seal: �I' IittCONMWION��FF974005
,. �.a
:* Commission N GG 43437 0„ SWES:July2Z2020
My Commission Expires opp�oF`° 9Vft71VV&*d"0"3W M
'October 31, 2020
s***s*** *****s*********s**s************s**rsr************s*s******s******
N"
APPROVED BY AWPlans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
i
Detail by Entity Name
Foreign Limited-Liability Company
<JUMANJI NEST,'LLCJ
Filing Information
Document Number M16000007618
FEI/EIN Number 30-0944349
Date Filed 09/23/2016
State DE
Status ACTIVE
Principal Address
14651 BISCAYNE BLVD PMB 368
i
NORTH MIAMI BEACH, FL 33181
Mailing Address
14651 BISCAYNE BLVD PMB 368
a
NORTH MIAMI BEACH, FL 33181
Registered Agent Name&Address
r
BW&T BUSINESS ADVISERS INC
3600 RED ROAD SUITE 301
MIRAMAR, FL 33025
Authorized Person(s)Detail
Name&Address
E
Title AM
BONADUCE,,DOM EN ICA-PATRI
14651 BISCAYNE BLVD PMB 368
NORTH MIAMI BEACH, FL 33181
Title MGR k
tPETRIZAK,H000-
14651 BISCAYNE BLVD PMB 368
NORTH MIAMI BEACH, FL 33181
Annual Reports
Report Year Filed Date
2017 04/25/2017 ,.
Document Images
04/25/2017—ANNUAL REPORT I View image in PDF format
4
l 09/23/2016--Foreign Limited I View image in PDF format
1
-L Florida Department or State,Division or Corporations
t
i
Y
1
PROPERTY APPRAISER
OFFICE OF THE
Summary Report
Generated On:6/16/2017
Property Information
Folio: 11-2231-012-0150
-
Property Address: 636 NE 105 ST
Miami Shores,FL 33138-2054
Owner JUMANJI NEST LLC
..,
W 13 ST
Mailing Address WILMINGTON, DE 19801 USA a
PA Primary Zone 1100 SGL FAMILY-2301-2500 SQ
4 �
Primary Land Use
0101 RESIDENTIAL-SINGLE
FAMILY: 1 UNIT
Beds/Baths/Half 3/3/0
Floors 1
Living Units 1
Actual Area 3,506 Sq.Ft
Y
Living Area 2,558 Sq.Ft
Adjusted Area 2,980 Sq.Ft
Lot Size 14,600 Sq.Ft Taxable Value Information
Year Built 1951 2017 2016 2015
County
Assessment Information Exemption Value $0 $0 $0
Year 2017 2016 2015 Taxable Value $823,916 $765,850 $696,228
Land Value $532,947 $501,539 $401,231 School Board
Building Value $288,688 $290,997 $293,306 Exemption Value $0 $0 $0
XF Value $2,281 $2,281 $1,691 Taxable Value $823,916 $794,817 $696,228
Market Value $823,916 $794,817 $696,228 City
Assessed Value 1 $823,916 $765,850 $696,228 Exemption Value $0 $0 $0
1 Taxable Value $823,916 $765,850 $696,228
Benefits Information
Regional
Benefit Type 2017 2016 2015 Exemption Value $0 $0 $0
Non-Homestead Cap Assessment Reduction 1 1 $28,967 Taxable Value $823,916 $765,850 $696,228
Note: Not all benefits are applicable to all Taxable Values (i.e.County,School
Board,City,Regional). Sales Information
Short Legal Description Previous Price OR Book- Qualification Description
Sale Page
GOLF VIEW EST CO RR PL PB 41-58 Corrective,tax or QCD;min
LOT 17 06/21/2016 $100 .30127-1335
LOT SIZE IRREGULAR consideration
OR 17441-0537 1196 1 09/12/2014 $830,000 29341-4279 Qual by exam of deed
11/01/1996 $232,000 17441-0537 1 Sales which are qualified
09/01/1980 $160,000 10872-0062 1 Sales which are qualified
The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property
Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp
Version:
F
3
• 5gOR ES
�xc.N."
Miamishores Village y<<
Building Department loss n uuo�
10050 N.E.2nd Avenue
4 Miami Shores, Florida 33138
Tel: (305)795.2204 LOR�pA
Fax: (305) 756.8972
Inspection requirements fdr:
Windows, Doors, Skylights or Fixed Glass (cladding) Permits
Upon issuance of permits for the scope of work involving the removal,changing and/or
replacement of any type of windows, doors,sidelites,skylights or fixed glass(cladding)
the permit holder or qualifier bearing his signature on the permit application shall abide
by the requirements of this department and comply with the following statement:
Upon obtaining window and/or door permits for the installation of same, it is the
responsibility of the permit holder to request window/door framing in-progress
inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims,
etc.Inspector will also verify anchor type, edge distance,embedment and spacing.The
purpose for this inspection, is ,for the verification of conformance with Product
Approval (NOA).
G
Ackno e emen
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1
A rL-r-W CA a<<L-L. o ,
a ier/Owtore Date Print Name
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Lopez Professional Engineering LLC.
Maria E. Lopez RE#60157
8605 SW 2 ST"
Miami.Fl 33144
Ph-786-380-0734,
r
PROJECT: REMODELING AT
636 NE 105 ST
MIAMI SHORES, Fl
STRUCTURAL CALCULATION " '
...... .. . ......
. .... . .. .....
INDEX: PA0F,' ..
.. .... .....
1- Steel Beam Design... ........ ... ........ . . ... ... ... ... .... 01-02 :...:. ......
2- Footing Design... ... ... ... ........ ... ... ... ......... ... .... 03 •..' : ... :....�
•
b d
• `0 •
i !r • 7 J �O
r • �
Maria E. Lopez,�3, R '.. '
Lic. # 60157 """ STRUCTURAL REVIE ,v
APPROVED DATE
PROJECT SUBJECT �� �E�"`` SHEET No. 1 OF
r BY 2 DATE JOB No.
- Pc t12 7p/cZ- X /2 AT7-, ��' Td �Xrsi7�Y Co��-rte,/,
�� Cg.,� t 2•'� ',v� 5/�j..,�r�l� c�ZT� ,c3S� h'riT�
o67x / /vv �
C)( = 2S F�f>F x 10" — ZSO
(A = . .
...... .. . ......
r .. .. .... �f�' •.•••000000•
:•••.r •
Ap ,4 12 = /A.)lz 70
z
{ 3
��C.�Ur2Q�o
�/ ��
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PROJECT SUBJECT .>TF_(_ ae6,f SHEET No. 2 OF
By -� DATE JOB No.
n '' .
7q—4,csL
j o W/ Z/ stir/ ea.)a'
J 1
0000
i.?its CC7�.�:c'�L�•t�,.- •
0000 0000..
. .
.
0000.. .. 0000..
�.. c- �p, a U 000:0.
0000..
03: V-i�c.�zv� _ Gt. gyp.-mac.. - �' ':... : '..' ..�..
0•two 0 e 0606.0
..6.69 00
0 06000:
. .90000
�� 5�� �.Q�•��'�` . . 0000..
.. . 6 6.
0.6 `7 "
�a kX47
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1
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Project: Richard Garcia 3�
Locatic :Footing 1 ", 9240 W.Calusa Club Dr.
Footing , miami fl 33186 of
12009 International Building Code(2005 NDS)]
Footing Size:3.0 FT x 3.0 FT x 12.00 IN
Reinforcement:#5 Bars @ 14.00 IN_O.C.ENV/(3)min. StruCalc Version 8.0.113.0 8/15/2017.9:37:56 AM
Section Footing Design Adequate
FOOTING PROPERTIES LOADING DIAGRAM
Allowable Soil Bearing Pressure: Qs= 2000 psf
Concrete Compressive Strength: F'c= 3000 psi i
Reinforcing Steel Yield Strength: Fy= 40000 psi
Concrete Reinforcement Cover: c= 3 in
FOOTING SIZE 14 in
Width: W= 3 ft f I --
Length: L= 3 it
Depth: Depth= 12 in
Effective Depth to Top Layer of Steel: d= 8.06 in
COLUMN AND BASEPLATE SIZE 12 in
Column Type: Concrete n
Column Width: m= Bin
Column Depth: n= 14 in 3 in
-I-
FOOTING
FOOTING CALCULATIONS
3R
Bearing Calculations: F-—e in—� ••...
Ultimate Bearing Pressure: Qu= 878 psf • •
Effective Allowable Soil Bearing Pressure: Qe= 1850 psf I •-
Required Footing Area: Areq 4.27 sf •• • •• • •
Area Provided: A= 9.00 sf •••�•• •• • ••••l•
Baseplate Bearing: •••••• • ......
Bearing Required: Bear= 10200 Ib 12 in •••• •• • • •
371280 Ib= • • • • •
Allowable Bearing: Bear-A •:n.�• •:::��::
Beam Shear Calculations(One Way Shear): • •T
Beam Shear: Vul = 1682 Ib . • • 3 in
VC1 = 23846 Ib •• •• •••• ..••. •�
Allowable Beam Shear: •,
Punching Sfiear Calculations(Two Way Shear): 3 ••
Critical Perimeter. Bo= 76.25 in
Punching Shear. Vu2= 7411 Ib
FOOTING LOADING ••••••
Allowable Punching Shear(ACI 11-35): vc2 a= 108232 Ib PL_• •1800 l 1••• •
Allowable Punching Shear(ACI 11-36): vc2-b= 157321 Ib Live Load:
PD= 6100 Ib
Allowable Punching Shear(ACI 11-37): vc2-c= 101016 lb Dead Load:
••
Total Load: PT= 7900 Ib
Controlling Allowable Punching Shear: vc2= 101016 Ib Ultimate Factored Load: Pu= 10200 lbl,
Bending Calculations:
Mu= 27767 in-Ib Weight to resist uplift w/1.5 F.S.: U.R.= 870 Ib,
=Factored Moment:
Nominal Moment Strength: Mn= 260370 in-Ib
Reinforcement Calculations:
Concrete Compressive Block Depth: a= 0.40 in s� i
'Steel Required Based on Moment: As(1)= 0.10 in2 nn
Min.Code Req'd Reinf.Shrink.Remp.(ACI-10.5.4: As(2)_
0.86 in2
1'Controlling Reinforcing Steel: As-regd= 0.86 in2x 0:67 x/./7= 76 t
Selected Reinforcement: #5's @ 14.0 in.o.c.elw(3)Min.
Reinforcement Area Provided: As= 0.92 in2 t s 3J�U Y�
Development Length Calculations: CO X �' 3><
Development Length Required: Ld= 'S in SD
Development Length Supplied: Ld-sup= / /,SUX
Note: Plain concrete adequate for bending,
therefore adequate development length not required. 6./lL
r
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M IAM I•DsADE MIAMI-DADE COUNTY
MIM PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidadegov/economy.
CGI Windows and Doors,Inc.
10100 NW 25`h Street
Miami,FL 33172
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section 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
Section(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 jurisditfibu. RER
reserves the right to revoke this acceptance, if it is determined by Miami-DA Oounty Product Control*
Section that this product or material fails to meet the requirements of the applicable 6VU3ing code.- •••
This product is approved as described herein, and has been designed to compl)i 4444 the Florid Buildigg •
High Veloci Hurricane Zone. •••• •• .
DESCRIPTION: Series 11410"Aluminum Fixed Window-L.M.I. "" ••;••.
...... .... .....
PROVAL DOCUMENT: Drawing No. W08-95, titled "Series 410 Fixed Wjftdpiv (L.11Q. V', sheets.I....
through 9 of 9,dated 12/04/08, with revision E dated 05/01/15, prepared by Al-Fafeaq Corporation, signed .
and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Aevisionstamp with tke....
0090410
Notice of Acceptance number and expiration date by the Miami-Dade County PrgdugVontrol•Section. •
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. •
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, 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 revises NOA#14-0224.14 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as
well as approval document mentioned above. .
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No.15-0512.12
APPMIAMI DA ROVED TY Expiration Date: June 03,2019
8 J2? t5 Approval Date: September 03 2015
Page 1
4
{
i
i t
CGI Windows and Doors,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No.09-012717)
2. Drawing No W08-95,titled"Series 410 Fixed Window(L.M.I.)", sheets 1 through 9
of 9,dated 12/04/08,with revision E dated 05/01/15,prepared by Al-Farooq
Corporation, signed and sealed by Javad Ahmad, 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 a series 7500 PVC fixed
window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Suver 9tcer®
insulating glass spacer,prepared by Certified Test Laboratories,Test Rep6k*"o. "":•
CTLA-3056 WA,dated 03/03/15,signed and sealed by Rame.4:C.�atel;l;�_„• ••••;•
2. Test reports on: 1)Uniform Static Air Pressure Test,Loadingperat'BC TAS 202-94 .
2)Large Missile Impact Test per FBC,TAS 2.0?--94. •• ••••
3) Cyclic Wind Pressure Loading per FBC,TAX M3-94 ' ••;•
along with marked-up drawings and installation diagram of a SgnpS*1400 P• •roj ecl••••
out window,to qualify DuPont`Butacite"PVB interlayer,Duraseal@ and Super ••
Spacer®insulating glass spacer,prepared by Certified Test Laboratories,•Test•Report••.:.
......
No. CTLA-3056 WB, dated 03/03/15,signed and sealed by ltame§h C.Phtel,P.E. ;.•••;
3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per F$C TAV 2Q-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 a series 238 aluminum
fixed window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super
Spacer®insulating glass spacer,prepared by Certified Test Laboratories,.Test Report
No. CTLA-3056 WC, dated 04/16/15,signed and sealed by Ramesh C. Patel,P.E.
4. Test reports on: 1)Large Missile 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 aluminum fixed windows,
prepared by Hurricane Test Laboratory, LLC,Test Report No. HTL-0080-0504-08,
(Specimen 15)dated 12/18/08,signed and sealed by Vinu J. Abraham,P.E.
(Submitted under NOA No.09-0127.17)
Manuel P e P.E.
Product Control Ex finer
NOA No. 15-0512.12
Expiration Date: June 03,2019
Approval Date: September 03 2015
E-1 '
� r
CGI Windows and Doors,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS(CONTINUED)
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) Small Missile Impact Test per FBC,TAS 201-94
6) Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of aluminum fixed windows,
prepared by Hurricane Test Laboratory,LLC,Test Report No.HTL-0080-0504-08,
dated 11/13/08, signed and sealed by Vinu J. Abraham,P.E.
(Submitted under NOA No.09-0127.17)
C. CALCULATIONS *00 *
1. Anchor verification calculations and structural analysis, complyingwith FBC=5`h •':•
Edition ('2014),dated 06/03/14,prepared by Al-Farooq CorpgXi* ,* signe lrajd
sealed by Javad Ahmad,P.E.
•....Y
(Submitted under previous NOA No.14-0224.14) •••• •• •
2. Glazing complies with ASTM E1300-09
...... .... .....
.. .. .... ......
D. QUALITY ASSURANCE ...... •
1. Miami-Dade Department of Regulatory and Economic Resources(PER).• ...�:.
•
E. MATERIAL CERTIFICATIONS • �" •
1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their
"SentryGlas®(Clear and White)Glass Interlayers"dated 06/25/15, expiring on
07/04/18.
2. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA)
for their"Saflex CP—Saflex and Saflex HP Composite Glass Interlayers with
PET Core"dated 06/19/14, expiring on 12/11/18.
a
Manuef Per z, .E.
Product Control E a ner
NOA INo. 15-0512.12
Expiration Date: June 03,2019
Approval Date: September 03 2015
E-2
• 1
CGI Windows and Doors,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5'h Edition(2014),and of no
financial interest, dated 06/05/14,issued by Al-Farooq Corporation,signed and sealed
by JavadAhmad,P.E.
(Submitted under previous NOA No.14-0224.14)
2. Laboratory compliance letters for Test Report No. HTL-0080-0504-08 (Specimen 15),
issued by Hurricane Test Laboratory,Inc., dated 12/18/08, signed and sealed by Vinu
J. Abraham,P.E.
(Submitted under NOA No. 09-0127..17)
3. Laboratory compliance letters for Test Report No. HTL-0080-0504-08, issued by
Hurricane Test Laboratory,Inc.,dated 11/13/08, signed and sealed by Vinu J.
Abraham,P.E. '
(Submitted under NOA No. 09-0127.17) "*see*
4. Test Proposal for the qualification of Butacite®PVB glass irlerldyer by D M8nt as ••••;•
well as DurasealB and Super Spacer®Standard warm-edge al:jjle insii4g glass••
spacers,dated December 16,2014,issued by RER,Product"-d-ol Section,.signed>2y •
Jaime Gascon P.E. Supervisor Product Control Section. "•"`
.... . .. .....
...... .... .....
G. OTHERS •
1. Notice of Acceptance No. 14-0224.14, issued to CGI Wi44gW.%& Doors for their;
Series "410" Aluminum Fixed Window - L.M.I. approved on 06;12/14 and expiri�.:.
on 06/03/19. :6096*
.
Manuel P ez, .E.
Product Control FjWner
NOA No.15-0512.12
Expiration Date: June 03,2019
Approval Date: September 03 2015
E-3
}
1 �
MIAMDADE MIAMI-DADE COUNTY
MIME PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES WR) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.iniamidadL.gov/ecoitomy
CGI WINDOWS AND.DOORS,INC.
10100 NW 25 Street
Miami,FL 33172
SCOPE:
This,NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-
Product Control Section to be used in Miami-Dade County and other areas where allowed by tie Authority
Having Jurisdiction(AHJ). •••••• •.....
This NOA shall not be valid after the expiration date stated below.The Miami-Dade•Cointy Product Control ••
Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami Dad-CQaaty)res* e•the rigiat ..:.
to have this product or material tested for quality assurance purposes. If this pOdet or material fails to
perform in the accepted manner,the manufacturer will incur the expense of such1b9dtig and:ft AJU may •
immediately revoke, modify, or suspend the use of such product or material within Neir juri9dicf"ibn. REI/•;•-
reserves the right to revoke this acceptance, if it is determined by Miami-Da4q C6gunty P of ct•Contrbt •
Section that this product or material fails to meet the requirements of the applicable:bV9¢ing co e.• •.
This product is approved as described herein, and has been designed to compl;wi1h:the FlDrida,BuildiU&..:
Code, including the High Velocity Hurricane Zone. •'
.....
DESCRIPTION: Series"Sentinel 15011 Aluminum Slidins Glass Door w!wo Atinftrreenflefft�L.M: . •
AJ?PROVAL DOCUMENT: Drawing No.W 0-31 Rev L,titled Series SentmeAlum'Sliding ass
Door", sheets 1 through 28 of 28, prepared by Al-Farooq Corporation, dated 05/20/10 and ast revised on
01/11/16, signed and sealed by Javad Ahmad, 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 Section.
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant
Limitations:
1. Pocket wall is not part of this approval and to be reviewed by AHJ.
2. See Design Pressure(DP)table: Sizes Vs glass types,Interlock reinforcing and the max.allowable
panels with in the unit frame area, in sheet 13. See anchor clusters DP capacity in sheet 15.Lower
capacity shall controls for the entire assembly.
3. Max shim not to exceed 1/2"at Head/jambs&%z"at Sill(w/High strength poured&hardened grout).The
Sill to be installed w/anchor type B-2,directly into cone.
4. Design Pressure(DP)limited to+/-60 psf when utilizing 90 and 135 degree corners.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,1city, state and
series and following statement: "Miami-Dade County Product Control Approved",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
` NOA No.15-0619.06
CMIAMI-�QADECQOUNTY Expiration Date: September 22,2020 ..
Approval Date: April 28,2016
Page 1
1
MIAMI-DME MIAMI—DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.mismidade.eovtecmnomX
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. 14-0627.15 and consists of page 1, this page 2 and evidence pages E-1, E-2,
and E--3,as well as approval document mentioned above.
The submitted documentation was reviewed by Jorge M.Plasencia,P.E.
. . .... ......
...... .. . ......
•••• . •• ••.••
•• •• •... ..••••
•
. . : • .•.•••
••.•%
1
NOA No.15-0619.06
ritaMt•uADE000rrnr Expiration Date: September 22,2020
Approval Date:.April 28,2016
1 Page 2
a
I. '
k '
k
1
CGI WINDOWS AND DOORS,INC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. W10 31 Rev L, titled Series "Sentinel 150 Alum Sliding Glass Door",
sheets 1 through 28 of 28, prepared by Al—Farooq Corporation, dated 05/20/10 and
last revised on 01/11/16,signed and sealed by Javad Ahmad,P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 ..,.• •••
2) Uniform Static Air Pressure Test,Loading par FM TA9202-94
3) Water Resistance Test,per FBC, TAS 202t-94.e•• •• ••••••
4) Small Missile Impact Test per FBC,TAS 201194 ;...•
5) Cyclic Wind Pressure Loading per FBC,?4$203--94;•• ;• •• ••
6) Forced Entry Test,per FBC,TAS 202-94...... ••;•••
along with marked—up drawings and installation diagram of-8 panel, AiA. SGD wk....
Pockets & 135" and 90° corners, prepared by Architectural Vslkfg, Inc., Test Report •,
No. D8502.01-450-18, dated 12/07/15 respectively, both sigged aid sea"'+Josepy
A. Reed,P.E. 0..0 • •0• ;••••;
2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TA9202-94
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 a series 7500FW Vinyl
Flange Frame Impact Fixed Window,to qualify DuPont"Butacite"PVB interlayer,
Duraseal®and Super Spacer®insulating glass spacer,prepared by Certified Testing
Laboratories,Test Report No. CTLA-3056 WA dated 03/03/15,signed and sealed by
Ramesh Patel,P. E.
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 a series 7400PO Vinyl
Impact Flange Frame Project Out Windows,to qualify DuPont"Butacite"'PVB
interlayer,Duraseal®and Super Spacer®insulating glass spacer,prepared by
Certified Testing Laboratories,Test Report No. CTLA-3056 WB dated 03/03/15,
{ signed and sealed by Ramesh Patel,P.E.
4. 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
i 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked—up drawings and installation diagram of a series 238 Aluminum
Fixed Flange Frame Window with Vent to qualify DuPont"Butacite"PVB interlayer,
Jorge M.Plasencia,P.E.
P oduct Control Unit Supervisor
NOA No.15-0619.06
Expiration Date: September 22,2020
Approval Date: April 28,2016
E-1
f
' I
CGI WINDOWS AND DOORS,INC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS(continued)
Duraseal(V and Super Spacer(V insulating glass spacer,prepared by Certified Testing
Laboratories,Test Report No. CTLA-3056 WC dated 04/16/15, signed and sealed by
Ramesh Patel,P.E.,with addendum letter dated 03/09/16 signed and sealed by
Ramesh Patel,P.E.
5. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FJ3C TAI Xd.�-94 ••••
3)Water Resistance Test,per FBC, TAS 202-U ••
4)Large Missile Impact Test per FBC,TAS 241•-�+ `••`•• ease**
5)Cyclic Wind Pressure Loading per FBC,TAV 201-94 ;••••;
6)Forced Entry Test,per FBC 24113.2.1,TAI;Cd.2-94 •• •• "
along with marked-up drawings and installation diagram of 6,pmWs Alum $ w/ ;;;;;•
Pockets& OXXX,prepared by Certified Testing Laboratories,•1ragt*Repo14Ro. ......
CTLA-3011-W& -W-1,dated May 22 &23,2014 respectivV1.9both signed and •;
. . . ......
sealed by Ramesh Patel,P.E. .......
(Note: These test reports have been revised by an addendum tetter dated Q9124/.14, ;••••
issued by Certified Testing lab.)
(Submitted under previous NOA#14-062 7 15)
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 24113.2.1,TAS 202-94
along with marked--up drawings and installation diagram of Alum SGD,prepared by
Hurricane test Laboratory,LLC,Test Report No. HTL-0080-1208-090,dated July
30,2010,signed and sealed by Vinu J. Abraham,P. E. (submitted under files#12-
0119.04/11-1031.05)
along with marked-up drawings and installation diagram of Alum. SGD(OX)
prepared by Architectural Testing, Inc.,Test Report No. ATI-00733.03450-18,
dated 08/09/12, signed and sealed by Vinu J.Abraham,P.E.
(Submitted under previous NOA #13-1121.081#12-0821.16)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, conformance to, complying
with FBC 2010 and with FBC 5th Edition (2014), prepared by Al Farooq
Corporation,dated 02/24/16, signed and sealed by Javad Ahmad,P.E.
2. Glazing complies with ASTM E1300-09.
Jorge M.Piasencia,P.E.
roduct Control Unit Supervisor
NOA No.15-0619.06
Expiration Date: September 22,2020
Approval Date: April 28,2016
E-2
{
CGI WINDOWS AND DOORS,INC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QUALITY ASSURANCE
1. Miami—Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their
"Sentry Glas®(Clear and White) Glass Interlayers"dated 06/25/15, expiring on
07/04/18.
2. Notice of Acceptance No. 14-0423.15 issued Eastman Chemical Cpmpany W •� )for ......
their"Saflex CP-Saflex and Saflex HP Composites Interlayer+.*/VET core: dated .•
06/19/14,expiring on 12/11/18. ' '
...... .. . ......
3. Notice of Acceptance No. 15-1201.11 issued Eastman ChemidaZ Tbtnpany (MA)
"Saflex Clear and colored glass interlayer", dated 03/17/16Yrng on.65/.11-/21. • •
4. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Iuc. for thea'. .....•
"Butacite®PVB Glass Interlayer"dated 04/25/15,expiring4f/44'/16, ••:• ....•.
F. STATEMENTS ••••••
1. Statement letter of conformance to, complying with FBC 51!Xdiaon (2414).and if...:
no financial interest,dated 02/24/16,signed and sealed by Javad Ahmad,P.to:
2. Laboratory compliance statement,part of above referenced test reports.
G. OTHERS
1. Notice of Acceptance No. 14-0627.15, issued to CGI Windows and Doors, Inc. for
their Series "Sentinel 150" Aluminum Sliding Glass Door w/ wo Reinforcements —
L.M.I., approved on 03/05/15 and expiring on 09/22/20.
2. Test proposal for the qualification of Butacite® PVB glass interlayer by Kuraray
America, Inc., as well as Duraseal® and Super Spacer® Standard warm-edge
flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product
Control Section, signed by Jaime Gascon,P.E., Supervisor,Product Control Section.
3. Test proposal# 14-0198, approved on 02/26/2014,signed by Ishaq I.Chanda,P.E.
4. Test proposals # 13-1098, approved on Oct 02, 2013 and revised on FEB 24, 2014,
signed by Manuel Perez, P.E., test proposal# I1-1225 dated DEC 16, 20.11 signed by
Jaime D. Gascon, P.E. Test proposal # 09-1073, approved on Nov. 05, 2009 and E-
mail test proposal dated 07-19-2010,approved by BCCO.
(Submitted under previous NOA#14-062Z15) t
Jorge M.Plasencia,P.E.
roduct Control Unit Supervisor
NOA No. 15-0619.06
Expiration Date: September 22,2020
Approval Date: April 28,2016
E--3
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THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT,
SHUTTERS ARE NOT REQUIRED.
69
SERIES SENTINEL 150 ALUMINUM SLIDING GLASS DOOR 8
DOORS ALLOWED FOR MAX. NUMBER OF PANELS AS LISTED ON ° 12
DESIGN LOAD CAPACITY CHART ON SHEET 13 OF 28, USING
MEETING STILE COMBINATIONS TESTED AND SHOWN IN DRAWING DETAILS.
APPLICABLE EGRESS REQUIREMENTS PER FBC TO BE REVIFWED
BY BUILDING OFFICIAL. '" w
_ LAMINATED GLASS AND
THIS PRODUCT HAS BEEN DESIGNED AND TESTED To COMPLY WITH THE LAMINATED- INSULATING GLASS
REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING CODE IN LARGE/SMALL MISSILE IMPACT c
INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). USE CHARTS AS FOLLOWS.
18Y OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ttttt111 fill
TO TRANSFER LOADS TO THE STRUCTURE. ��
ON WIND VELOCITY. BLDG. HEIGHT, WIND ZONE `��� .AM � b a
ANCHORS SHALL BE AS LIST€0. SPACED AS SHOWN ON DETAILS, ANCHORS USING APPLICABLE ASCE 7 STANDARD. PRODUCT REVISED �� P.•�jN '':;10 _ 1
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ,STEP_ DETERMINE DOOR CAPACITY FROM TABLES ON SHEET 13 as complying with the Florida o
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE FOR THE GLASS TYPE AND REINFORCING TO USE.
Building Code N .70582 s $
NOT PART of THIS APPROVAL. HOA-Ho. 45-ID619AIB v I 8
STEP 3 USING CHARTS ON SHEET 15 SELECT ANCHOR OPTION c1 `
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED Expiration Date QS/22J2Q20 r �1`� ; df°wing RO
CT NON-METALLIC AND NON-COMPRESSIBLE. IN STEP 1 ABOVE. By �(►� OF
ALL SHIMS TO BE HIGH IMPACT, C`f' , 40N.� W10-3
1
MATERIALS INCLUDING BUT NOT LIMITED 70 STEEL/METAL SCREWS, THAT � THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 Mtam a Pro uct on ro S
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE SHALL APPLY TO ENTIRE SYSTEM. ��i�S�O1IRAL•`; sheet 1 of 28
REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE.
U �
6"
TYP. 1
Z
3 TRACK o
14' HEAD ANCHORS 1
MAX. 282 13/16" MAX. 10v
M DOOR FRAME WIDTH C1 N~
HEAD ANCHORS 14" MAX' O SY
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m j 48 1/8' PANEL WIDTH & DETAIL M ON JAMS ANCHORS
z 2, 3 OR 4 PAIRS SHEET 23)
Ix AT STILE ENDS INTO CONC. PANEL WIDTH
in $ AT 3" O.C.
3 TRACK SEE CHART ON SHEET 15 s
JAMB ANCHORS FOR CAPACITY St
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co6" t 4" 3" SILL ANCHORS
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8N 8"1 jilEfpCLUSTER (2)KEEP ClusiER_ (2)VEEP CLUSTER (2)VEEP CLUSTER (2)WEEP CLUSTER (2)MEED CLUSTER (11 DEEP auSIER ,�� � .,�....
TYPII^Ai ELEVATIOS�1 PRODUCT REVISED
as complyinp with the Florida No
TESTED UNIT Building Code 15.0$19.08
NOA-No.
Expiration Date 09/22/2020 B T1=OF � Browing no.
D.L. OPENING �+'• A10�.:'G���` 1A110--31
D.L.O HEIGHT DOOR FRAME HEIGHT - 9 11/16"
D.L.O. WIDTH NOM. PANEL WIDTH — 6" syl -D Product on ro NAL
PANEL HEIGHT - DOOR FRAME HEIGHT —1 3/16" 1 rtlllll t ``
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AT HEAD/SILL/JAMBS AT STILE ENDS SEE SHEET 15 6" MAX, Q
AT 3" O.C. HEAD/SILLSEE CHAR
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SEE CHART ON SHEET 15
FOR CAPACITY 2
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D.LO HEIGHT DOOR FRAME HEIGHT -- 9 11/16"
Bl Dl D.LO. WIDTH NOM. PANEL WIDTH - 6- > °c Y
PANEL HEIGHT — DOOR FRAME HEIGHT —1 3/16"
p)1W QZTM__ (t)Ka ausxA (:1 acv auslrx (2)UP QWU q1•eb=4Pui� a �•A '' c
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PRODUCT REVISED
as complying with the Florida V '•
Building Code 0592 ••_ g
(TESTED UNIT) NQA-No. 5-0619.06 Y U u
TYPICAL ELEVATION Expiration Date 09/22/2020
drowing no.
A OF
By
Miami- roduct Control , *•'' ��`� Y11 10-31
REFER TO .PAGES 14, 15,
17 & 18 FOR WEEP SIZE. �S�OM��� ��` sheet 3 of 28
r+rll ltiI
TYP. . . . . . . . . . . . c
J
EXTERIOR 3 TRACK p '�
NERD ANCHORS °q
EXTERIOR
z MAX. 97 3/4" zi a
149 5/16" S 46 9/16
bDOOR FRAME WIDTH
DOOR FRAME WIDTH DOOR FRAME WIDTH p c u
14" MAX. HFAO ANCHORS
FALSE MUNTIN HEAD ANCHORSR4PAI HEAD/SILL 2 OR 4 PAIRS
OPTIONAL 1 8- ANCHORS IN PAIRS AT STILE ENDS SEE SHEET 15 AT CORNER STILE ENDS B"
48 / AT HEAD/SILL/JAMBS SEE CHART ON SHEET 15 HEAD to h
NOM. PANEL WIDTH AT 3" O.C.SEE
S FOR CAPACITY SILL 1 13/16" 0 M
g SEE CHART ON SHEET t5 — CORNERS c9
FOR CAPACITY1-F/I i
I REINFORCING
AT INTERLOCKSOPTIONAL
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SEE SHEET 1-3
t H H 0 FOR CAPACITY %/ H N N ..•
I I� 11 2 POINT :�� �i ••• •• •• •••
DOUBLE LOC S • V. •
u I t 41 1 SEE SHEET 2 °� G ••• •
z 1• 2 1/81 r 42 4/8" • •�• . • •• •�•
v I L. OPt t DESCRIPTION FOR42 1/8" 2 POINT D.L. OPG. • Ln •
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48-1/B 8 60.0 60.0 80.0 80.0 NOM. PANEL WIDTH • 1 • •• • •
Q •• •• •••
GLASS TYPES D Jt �` •••• •• ••
'A', `B'. 'Al', 'Bl' •
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7LITH REINF. 216 M >n • •• •:•
EXT.(+) INT.(-) p th •••• • •
24-i/8 10 - - 60.0 60.0 a0 Z � •• •••
30-1/8 10 - - 60.0 60.0 APPLICABLE FOC EGRESS • ,• • •
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REQUIREMENTS TO BE
36-1/8 102 10 - - 60.0 60.0 REVIEWED BY AHJ. o "
42-1/8 10 - 60.0 60.0 U O
48--1/8 10 - - 60.0 50.0
54--1/8 9 - - 54.4 54.4
24-1/8 10 - - 60.0 60.0
30-1/8 10 - 60.0 60.0
36-1/8 1Q8 10 - - 60.0 80.0
42-1/8 10 - 60.0 60.0 $ o
48-•1/8 to - - 60.0 60.0 c� m
53-1/8 9 - - 54.4 54.4
rc
24-1/8 10 - - 60.0 _60.0
30-1/8 t0 - - 60.0 60.0 n
36-1/8 114 10 - 60.0 60.0
42-1/8 10 - - 60.0 60.0
49-1/6 9 - 60.0 60.0 NOTE:
24-1/8 10 - 60.0 60.0 GLASS CAPACITIES ON THIS SHEET ARE o a
3o-i/e to - - 80.0 60.0 EB E8.1 BASED ON ASTM E1300-09 (3 SEC. GUSTS) in ° o
36-1/8 120 10 - - 60.0 60.0 AND FLORIDA BUILDING COMMISSION L °c x
42-1/8 10 - - 60.0 50.0 DECLARATORY STATEMENT DCA05-DEC--219
48-1/8 9 - - 60.0 6o.o ,,till I o
- - h - - PRODUCT-REVISED �` ENs�
1 N N M as complzing with the Florida c
Building Code 0.70582
HOA-No. 15-0678.06 „ l11 . 14 11:69
Expiration Date 09/22/2020 Browing no.
® ATE OF
SILL RISER ITEMS E8 OR E8.1 ARE REQUIRED FOR LOADS By
- �'� '.. tOp1o1;.•�6\`� 0-31
ABOVE +80.0 PSF ONLY. Miam roduct ontrol
INTERLOCKS INTERLOCKS AI DAL, t�� sheet 13 of 28In
If/O REINF. WITH REINF.
+ 3/16' ANN. GLASS 3/16' ANN. CLASS L)
075` Interloyer .075' Interloyer
Saflex CP With PET Core Saflex CP With PET Core I
0
By 'Eastman Chemical Co.' By 'Eastman Chemical Co!
R �
090' Interlayer 090" Interlayer _ 0 °j
Saflex Clear And Color Glass Saflex Clear-And Color Glass
I
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OR OR
090' Interlayer090" Interloyer Q U
SentryGlbs 3/8 AIR SPACE SentryGlas IL
OR'Kuraray America, Inc.' ByR'Kuroroy America, Inc.'O
mm
r 3 16TEMP, GLASS .090" Interloyer
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Butacite PVB Butacite PVB Q
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O p�OQ g
_ 3/16' HEAT STREWD GLASS _ 3/16" HEAT STRENb GLASS Q e$N
SILICONE SILICONE Z
GE SCS 1200 GE SCS 1200 U.
DOW CORNING 899 m DOW CORNING 899 �+ Z
z_ N DOW CORNING 995 DOW CORNING 995
g : gMI { . XL EDGE SPACER
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OR %
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=E N •••
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a t a 1 SETTING BLOCKS • •��• 'n • • •• •'•
£PDM W AT 1/4 POINTS ALL SIZES
DUROMETER 85*5 E_ EPOM ca , • • •
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DUROMETER 8545
•06 • • •
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'
1OVERALL INSUL. LAM. G • •• •• •••
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OR
.090' Inlerlayer .090` Interlayer U
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By 'Eastman Chemical Co. BY 'Eastman Chemical Co.'
OR h
.090' Interloyer 3/8' AIR SPACE 090' Interlayer
SentryGlas SentryGlos
By R'Kuraray America. Inc.' t3y 'Kuroroy America, Inc: a z
Lob a
3 16' TEMP. GLASS .0290" Interlo er f
.090" Interloyer / y iF
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By Kuroroy America, Inc.' By 'Kuroroy Amorica, Inc. u
3/16' NEAT STREN'0 GLASS 3/16' HEAT STREN'0 GLASS y $ a 1
SILICONE SILICONE
GE SCS 1200 GE SCS 1200
DOW CORNING 899 m DOW CORNING 899 N
z_ °q DOW CORNING 995 DOW CORNING 995 o G w c
Mt ' I XL EDGE SPACER 0i
a M I t� i' ' ST. STEEL°BY 'CARDINAL' + x
M I SETTING BLOCKS M I ' OR
i AT 1/4 POINTS ON LITES i DURASEAL BY 'QUANEX'.
WIOER THAN 36" y I I OR
EPOM {Y, I Ittt11 f f o
SUPER SPACER 8Y 'QUANEX'
DUROMETER 85*5 O
O PRODUCT-REVISED- - - ��- GE�Is'':?O�'. � =
_ 1 ¢�, 1 SEMNG BLOCKS _ as complying with the Florida
(s� W AT i/4 POINTS ALL SIZES Building Code yi a
EPDM NOA-Mo. 15.0619.06 _ 0.74692 _
PS DUROMETER 85*5Ll I
fsx�l Expiration Date 09/2212020 `
GLASS TYPE '13' GLASS TYPE 1H1' By gip••,• aTATEOF `� drawing no.
1' OVERALL INSUL. IAM. GLASS Mlam- d Product Control w10-31
- ��aR►o�.:�'�.�t`'�� (��
7/16" OVERALL LAM. cuss
GLAZING OPTIO //I f r I l 1 sheet 1 A of 28
• ' TYPICAL ANCHORS TYPICAL.ANCHORS
3 KSI IN CLUSTERS 2t3Y WOOD BUCKS IN CLUSTERS TYPI(''AL ANCHORS TYPICAL ANCHORS
CCONC#ta;TE AT MTC. STILE SEE NOTI $HEFT 1 AT MTC. SALE U� CLUSTERS IN CLUSTERS `j
A7 UTC. STILE METAL STRUCTURES
dt INTt;RLOCK,ENQS do.INTERLOCK £NRS AT MTC, STILE o
e; SE, CHART 3 KSI SEE CHART 1 WAD 8UCi(S dt INTERLOCK ENDS do INTER40CK-£NQS SEE SPEC 'BELOW ^ r
EDGE Std f CONCRETE SEE NOTE SHEET i SEE Cw►RT SEE CHART Z °p
Fiat QUAIiT1T)ES.•;.• fOR QQANTITIES FOR QUANTITIES FAR 4UANTTIES 0
J
4. EDB 015T. • . : 3 5/ ". •• - o
�,a... .. EDGE'�I$i: e3 5/8 , i I "CO CIRETE EDGE 3 5/e., o
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_ � . &I
m s ANCHOR TYPE A N QD vii ANCHOR TYPE B N �ii ANCHOR TYPE C `` g� 91 0 Q
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_
INTO 2BY WOOD BUCKS THRU 1 Bl('SNOOD BUCKS DIRECTLY INTO-3 KSI CONCRETE INTO METAL STRUCTURES
-OR WOOD STRUCTURES 0 INTO 3_ KSI CONCRETE OR APPROVED MULLIONS 4 a
DF STaN LOAD'CAPACITY - P$R (ANCHOA9)
NEAU ANC1iDR3 3ILi, ANCHOR$ WOOD BUCKS AND MLTAL STRUCTURES NOT BY CCI WINDOWS INSTALLATION CONDITIONS SHOWN APPLY TO
FAD 'A D a<cj (1 At u MUST SUSTAIN LOADS IMPOSED BY GLAZIND SYSTEM AND. 8OTH 2 TRACK AND 3 TRACK SYSTEMS WITH S z
cg A.
At CLUSIFJ!At ANCHORS: SEE EIEY, FOR SPAGNC TRANSFER THEM TO THE BUILDING STRUCTURE, STD. FRAME HEAD-AND SILL. Q $
•STILE/{NIERLOCK ENDS STRE/MTfFA m ENDS u - --
4 e B ► a e. - - -AT 'HEAD- ---I
_ AT JAMBS- -I
ROLL DOOR . " `• 4" Ui.TRACON aY 'ELCO' Fu-177•KSI, q=155 XSQ
PANEL WIDDi HAUE HEIGHT EXT.(+)EXY.(+)EST.(+) EXT(+) ExT.(+) fxt.(�) TYPE A- 114 X 31,44" ULTRACON BY EJ CO' (Fu-177 KSI, EY-155 KS) TYPE A- �f�A� ( •
wales walks t - m: TFT,- wt.- INT.(-) -MT.(-) 7HRV '18Y'BUCKS INTO CONCRETE ,I INTO 2BY W000 BUCKS OR WOOD -STRUCTURES I � U•�• � �••• •• •••
24-1/8 40.0 - - 80.0 - - I M
ao-t/a 80.0 I i/4 MIN. EMOED INTO CONCRETE 1-1/2" MIN. PENETRATION INTO WOOD Q •c ` •.•.� •�
--- THRU 1BY BUCKS INTO CONC. OR MASONRY . . • •
36=f/s ao,o' .� - 76.2 eo.o - I THRU 2BY BUCKS INTO CONCRETE '�"
az=t%a 83 72.4 80.0 "�' 69.7 80.0 - 1f2" MIN. EMeEt) INiO CONCRETE 1--1/.4' 'MIN. EIABEO INTO •CUNC. OR MASONRY. � " '•'
•g.1. • • •
.F8-1/a 66.8 80.0 - 63.4 80.0 - . • + •W' •• •• •.
48-1/e 62.8 80.0 - 69.0 80.0 80.0 I ��- ' 1 (Fu=17.1 KSI. Fyb155 KSQ �� PE �- 1 Zj" DIA. U TRACON BY ELCO' (Fa-177 KSI, Fy-f65 KSI) 1 K� 0
x91=1/s a0.0, - - e4.o -- DIRECTLY INTO CONCRETE. DIRECTLY INTO CQN0. -OR MASONRY
� '•�t'�; tiL :"• •e ••
30-1/6 80.0- - - 80.0 - 2u MIN. EMEiEO •C•• ••• •• •••
1- 1 4' MIN. EMBED INTO CONC. OR MASONRY •
/ � ado
36-1/a 75"5 80.0 - 71.6 40.G - 1 . .^ " ••• • •
ea 1,/4" d1,3. SELF_UEi1LLiN0 SCREWS (GRADE b CBS) TIPS C t/4 dIA. SELF DRILLING SCREIh[S (cIiADE 5 CAS) •�r-- '
42-1/8 67.8 B0.0 64.3 80,0 • •• •••
4a-1/s 62.3 eoo - a9.t Sb.o Boo I INTO MIAM!-DARE COUNTY APPROVED MULLIONS (1/8' THK. MIN,) 11 IRTO MU.WI-OADE COUNTY APPROVED MULLIONS (1/8" 7HK. MIN.) 0 g1 m •
INTO METAL STRUCTUkES ,O' •e_ s1' •. • •
914-1/8 $8.4 -80.6 80.0 56-3 baa 00.6 INTO METAL. STRUCTURES- G Ger. . •
24--1/8 80.0 r - 80.0 - STEEL - 1/8" THK. MIN. (ry = 36 KSI MIN.) + $TEFL 1/8 THK. MIN. (Fy a 36 KSI MIN.) } y _ o ••
I ALUM1tdUM 1/9" THK: MIN. (6063-TS MIN.) ALUMINUM ; 1/8" THK: MIN: (6063-T5 MIN.) "' o y
36-1 B e0 69.x aO,O - 5.6 Bolo - (STEEL IN CONTACT WJTH ALUMINUM TO BE PLATED. OR PAINTED) (STEEL. 'IN CONTACT WITH ALUMINUM TO BE PLATED OR PNNT£D� o g
0.0 - 80.0 80-0
48=1 a b6,y 0-0 80.0 913.7 60.0 .8014 - - ---AT SILL - - AN NOti EDGE DISTANT
30-1/8 73.8 60.0 - 69.9 80:0 - �TYP.E 't�2'- 114' DUL IXTRACON t3Y 'ELCO' (Fu-177 KSI. Fya.l55 X51) I INTO CONCRETE•OR MASONRY - 2-1/2"-MIN.
DIRECTLY INTO CONCRETE INTO WOOD STRUCTURE 1" MIN.
30.•1/8 .96 63.9 60.0 - 90.6 80.0 - INTO METAL. STRUCTURE ¢ 3%4" MIN.
a2�1/8 57.0 80.0 -60,0 64.0 80.0 80 - 1--3/4° MIN, EMBED INTO CONCRETE u WOOD AT HEAD AR JAMBS SO P 0,65 MIN.
48-1/8 51.9 77.9 60.0 49.3 7.3.9 910.0 - - - - CtSNCREX AT HEAD, SILL OR JAMBS I'c - 3000 PSI MIN.
24=1/a -60.0 - - e0.o - - NOTE: C-9D HOLLOW%TT).L):o BLOCK AT JAMBS.f'rp 2000 PSI MI{�. o
30-f/8 Baso - - e4.o - - ANCHOR CAPACITIES LISTED ON THIS
3e-.1/a 59:3 60.0 IS0.0 55.2 60.0 60.0 SHEET TO BE- USED IN. COZIJUNCTION SILL RISERS
SE[: SHEETS -14, 15, 17 9C, I'8 FOft OPTIONAL SILL DETAILS VI
� k
42-1/8 102 32.7 60:0 60.0 50,0 80,0 600 WITH .GLASS CHARTS ON SHEET 13 AND SHEET i3 FOR CAPACT1f I R M
"-1/0 •47.9 60-0 80.0 45.5 60:0 -v0:o LOWER APPLICABLE VALUES CONTROL„
64-1/6 44.3 eo.o eo.o 42.0 60.0 60.0 $ TRACK SYSTEM SHOWN ALSO APPUCABLE ANCHOR TYPE I3 NIC�IOR TYPE Ej_
24-1/8 80.0 - 60.0 - i TO.2 ANQ 4 TRACK FRAMES. DIRECTLY INTO 3 KS! CONCRETE D!R£CTLY INTO 3 KSI CONCI;EfE
30-f/a eo.o - - 60,0 - - o PtEAS_E SEE FOLLOWING SHEETS FOR DETAILS.• g r w
o � r
3e-1/6 "108 65.3 60;0 -60,0 .62.5 60.0 '90.0
42-i/8 49.1 60.0 60.0 45.5 00.0 50:0 •' x -+
48-f/B 44,5 6b.0 _60.0 42.2 60.0 •80.8
24-1/8 60.0 - 60.0 - - - n
30=1/8 60.4 - - 67.2 60.0 60.0 f _•" 1 :: d i ' ,4 • I + _ \\\\ f
3e-1/e t 1 e s1.9 60.0 60.0 4e.2 60.0 00.0 PRODUCT REVISED - :- 1 3;8%e'• ��
as cam 1 in with the Florida ��`�•'� �
yy g `�
912-1/a i5.a eo,1i 4oA 4s.9 80.0 60,0 Building o e ; ° ••3.5 8:
01
48-1/8 41.5 60.0 60.0 39,4 .59.1 60,0NOArNo. 15.0619.06
24-f/a 60.0 - - 60.0 - -
• TYPICAL ANCHORS • 0.70582 '` y u
L4i/s
1/91 66.9 60,0 40.0 54:0 60.0 60.0 S Expiration Date 09/22/2020 PO EO 6c HARQENEO IN OLUSTERS A1/a 124 46.a 60.0 60.0 46.3 60.0 60.0 ° NO-METALLI /NON-SHRINKAGE -AT MT`G. STILE 43.t So.o 60.4 40.9 Bo.o eo.o ByHIGH •STRENGTH GROUT SEE CHART '� OF drav/in no.Mtam de Pro uc Control t c-- 50.00 PSI MIN. INTERLOCK ENDS 9f/8 38.4 58.4 60.0 39.9 63.4 60.0 ? NOT 81( C-0-1. ' ORfOP.• \ 1 0-31
FOR QUANTITIES .�s''••...,..
'UMIT EXT.(+) LOAds f0 80 0 PSF FOR DOORS w/OREINFF UI TIQ 96LIN. HLS MUSTLOAOSRLIMIT EXT.(+) LOAIJ� TO 60.0 �SF FOR DOORS TOSSTRUCTU"RE - / � \` sheet 15 of 28�
UMfT EXT.(+) LOAOS'TO 60.0 PSF FOR 006AS UN/ RELIVE. ABOVE 963 IN, HT. 1016 120 IN. HIOH.
PRODUCT REVISED
U
as complilawith the Florida
SEE SHEET 15 FOR ANCHORS Building ode o
MOA-No. 15-0649.06
z EDGE DIST.
Nm� d;, ' - •� ' , • • EDGE
'•Il ' a 5/8"" S . Expiration Date 09/2212020 Q
sDIST.-
EDGE DIST. g
ci
yd Mia - e Pontrol4 •
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r IL �
1 WEEP SIZE 1/4" 8"
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REFER TO 15 FOR VARIOUS a��
�J 1 M1 1 ® ® INSTA N CONDITIONS.
v m a x�-
® ® ® PTIONAL SLANT SILL ADAPTORS Q 2
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it
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A OF
drawing no.
SEE SHEET 15 FOR ANCHORS R10P,. C! `` W 1 31
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THREE (3) TRACK DOOR DETAILS rrrrr 1
TYPICAL ANCHORS PANEL WIDTH
< + SEE ELEV.
FOR SPACING p
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LOADBEARING
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PANEL WIDTH O 8 •• •••
EXTERI[OR NOM. PANEL WIDTH i
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(REINFORCED) DOOR FRAME WIQTH ORCED) Vj gid' ••• •• ••
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WOOD BUCKS X10 X i-1/4' SS
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LOAD BEARING D.L.O. LOAD BEARING A / METAL V g
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SHIM M2 1 PER CUP SHIM STRUCTURE
a
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TYPICAL ANCH RS = = 6 � _= 11 TYPICAL ANCHORS "
SEE EL _ -- .. TYPICAL ANCHORS SEE ELEV.
FOR SPACI G SEE ELEV. FOR SPACING
FOR SPACING 11 $
_ p n Il II O le
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FIXED PANEL EXT.
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DOOR FRAME WIDTH DOOR FRAME WIDTH
PRODUCT REVISED
as compiying with.ths Florida ��� P•' GENS ;C) ���� -
DOOR FRAME WIDTH - - -
Building Code
OR LARGER WOOD BUCK
R NOMNo. 95.0698,06 = 592 c $ a
WOOD STRUCTURE f' :>V7! v U v` -5
Expiration Da 0912212Q20 -
Y i OF
drawing no.
Miam- roduct Control � • �WR1
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THREE (3) TRACK DOOR DETAILS sS1�AlALt ���� sheet 17 of 28
SEE SHEET 15 FOR ANCHORS SEE SHEET 15 FOR ANCHORS 111 I
Q
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z EDGE DIST. A 1 3/4' z EDGE DIST. Sol
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LOADS TO STRUCTURE .1
1 o o r
co 0 1 x
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ED
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r' - - Building Code - �` -� 'V0 N8F'•;Y7 '�i� g M
_ a ... :...... a NOA-No. 15.0$18.06
, 70592 >o
• ,a• . . - • N a Expiration Date 09/22/2020 >
.•,.• -•-
`• 3 KSI CON \ ` •:; .y • , ;�• I- 3 KSI CONC. ly�Xo�
. _ BY
EDGE DIST. •3/4"• EDGE DIST. -�/4" WainPro uct Contro •� sTA of �� Browing no.
SEE SHEET 15 FOR ANCHORS '�� R1G►;•''•���% W10-31
SEE SHEET 15 FOR ANCHORST 2 TRACK DOOR DETAILS �s`S�OMAL1 ��� sheet 18 of 2$
' TYPICAL ANCHORS I
SEE ELEV. FOR SPACING A7_J
PANEL WIDTH Z ^ j
1/2" MAX. 1 PANEL WIDTH 0 b
LOAD SBEARING 110 X 1-1/4" SS PH SMS
G i PER CLIP O D.L.O_ J W
#8 X 3/4" SS FH SMS DLO O d�`-�
M2 1 PER CUP 1 E&
W o / r
c
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Expiration Date 09/22/2020 �d drawing no.
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NOA-No. 15.0619.06 = 70592
Expiration D to 09/22/2020 - $ $
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iATERJOR MOUNTED -
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TYPICAL ANCHORS Z, M
TYPE A. B OR C G
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SEALANT EDGE DIST, 1-1/4" MIN. BLOCK EMBED Q
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CODE PART No. DRSCRIPTION MATERIAL MANUF. REMARKS
-
E1 CGI-i83 FRAME SILL 2 TRACK 6083-76 CGI EXTRUDER
1
E2 C0I-151 FRAME JAMB 2 TRACK 6063-T6 CGI EXTRUDER
E3 CGI-186 FRAME HEAD 2 TRACK 6063--T6 CGI EXTRUDER - Z e•Di
E4 CGI-153 EXTERIOR INTERLOCK 6083-T6 CGI EXTRUDER - H
ar °�
E5 CGI-154 INTERIOR INTERLOCK 6063-T6 CGI EXTRUDER
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£6 CGI-155 MAIN STILE 6063-T6 CGI EXTRUDER -
E7 CCI-156 TOP & BOTTOM HORIZ 6063-T6 CGI EXTRUDER - 4
E8 CGI-157 SILL RISER 6063-T6 CGI EXTRUDER -
OC ��M
E8.1 CGI-181 ALT. SILL RISER(OPTIONAL) 6063--T6 CGI EXTRUDER - h
E9 CCI-158 INTERIOR TRACK ASTRAGAL 6063-TO CGI EXTRUDER -
E10 CGI-159 INTERLOCK REINFORCING (LENGTH = FRAME HT. - 8') 6063-T6 CGI EXTRUDER - SINGLE LOCK' FOR ALL PANELS WITHOUT CORNERS
E11 CGI-182 FRAME SILL 3 TRACK 6063-T6 CGI EXTRUDER - TWO POINT LOCK ,I3Y 'SULLIVAN' OR 'INTERLOCK' LOCATED AT a&a 0
E12 CGI-161 FRAME JAMB 3 TRACK 6063-T6 CGI EXTRUDER, - SSI STILE
EALOCK PART FROM BOTT#SGDO500 (PS01-0036-117) K
E13 CGI-185 FRAME HEAD 3 TRACK 6063-T6 CGI EXTRUDER - ( )
E14 CGI-168 OUTER TRACK ASTRAGAL 6063-T6 CGI EXTRUDER - ZINC RECESSED ADAPTOR (PART #SGD--503) (PSO1-0036-117)
ZINC HANDLE SET (PART #SM5500) & (PART #SM2300WH)
E15 CGI--170 POCKET HOOK 6063-T6
CGI EXTRUDER - J
E16 CCI-121 7/15' CLASS GLAZING BEAD 6063-T5 CGI EXTRUDER - ZINC KEEPER (PART #SGD-507) (PART #SGD-507N) Q
Ei7 CGI-123 1" GLASS GLAZING BEAD 6063--T5 CGI EXTRUDER -
Ei8 CGI-153A EXTERIOR INTERLOCK (OPTIONAL) 6063-T6 CGI EXTRUDER - _ DOUBLE LOCKS: READ. AT 90' AND 135' CORNER PANELS ONLY
E19 CGI-154A INTERIOR INTERLOCK (OPTIONAL) TWO POINT LOCKS LOCATED AT MAIN STILE AT 40" AND 78" FROM
6063-78 CGI EXTRUDER BOTTOM
Ego CGI-155A MAIN STILE (OPTIONAL) 6063-T6 CGI EXTRUDER - SS MORTISE LOCKS WITH RECESSED ADAPTORS (PART #HD-3310141)
E21 C0I-156A TOP & BOTTOM HORIZ (OPTIONAL) 6083-T6 CGI EXTRUDER - SECURED WITH (2) 10-24 X 1/2'; FH SCREWS
E22 CGI-158A ASTRAGAL (oPT1ONA) 6063-TB Ccl EXTRUDER - BOTTOM LOCK ACTIVATES TOP LOCK WITH A MECHANICALLY ATTACHED 2
E23 CGI-168A OUTER-TRACK ASTRAGAL(OPTIONAL) 6063-T6 CGI EXTRUDER - CONNECTING BAR (PART #HD-3310142) 0 ,rj 3
E24 CO-180 DECORATIVE SILL COVER (OPTIONAL) 6053-T6 CGI EXTRUDER - ZINC HANDLE SET o p W •••
E25 CGI-184 2. 3 & 4 TRACK FRAME SILL SCREW COVER 6063-T6 CGI EXTRUDER - SECURED WITH (2) 6-•32 X 1-1/2" OH MS � •'d� i. '• '•••:'
STEEL KEEPER (PART #HD-3310143) = c• •
E26 CGI-187 2. 3 & 4 TRACK FRAME HEAD SCREW COVER 6063-TS CGI EXTRUDER - .Q N o ••• ••• :•
E27 CCI--188 FRAME JAMB SCREW COVER (OPTIONAL) SECURED WITH (4) 10--24 X 1/2 PH THREAD FORMING SCREWS
60b3-75 CGI EXTRUDER • n
E28 CGI--1028 FRAME HEAD 4 TRACK 6063-T6 CG1 EXTRUDER •3 `4 • ••• ••
E29 CCI-1029 FRAME SILL 4 TRACK 6063-Tb CGI EXTRUDER V •
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6063-T8 CGI EXTRUDER - 000 • •
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E31 CGI-1057 FEMALE CORNER ADAPTOR (901) 6063-T6 CGI EXTRUDER - '• •
E32 CGI-1058 FEMALE CORNER ADAPTOR (135') 6063-T6 CGI EXTRUDER - b
<1• •
E33 CGI-1059 MALE CORNER ADAPTOR 6063-T6 CGI EXTRUDER -- •••
M1 CGI-382V GLAZING BULB VINYL (OUROMETER 75-80 SHORE A) PVC - - ••• ••
M2 CGI-171C FIXED PANEL CUP (2-1/2' LONG) 6063-T5 - 3 O FIXED PANEL • •
M3 CGI-173 FIXED PANEL SHIM NYLON - 2 PER FIXED PANEL
M10 CCI-176 FRAME HEAD ANTIUFT & PAD PILE WOOL/NYLON SULLIVAN 1 PER INTERLOCK/ASTR. W
M11 W2320ING PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUN. -
M12 - BOTTOM RAIL STIFFENER, i LONG, 2 AT EACH END ALUMINUM CGI EXTRUDER 4 PER BOTTOM RAIL o
M13 TA-51 ROLLER ASSEMBLY AT PANELS WITHOUT CORNERS ST/ST AMESBURY 2 PER OPERABLE PANEL C g 3
M13A 1984 ROLLER ASSEMBLY AT CORNER PANELS ST/ST AMESBURY 2 PER OPERABLE PANEL tf
M14 SCD-500 DUAL MORTISE LOCK ST/ST SULLIVAN ATTACHED 10 SGO-503
M14A PSOI-0036-117 DUAL MORTISE LOCK ST/ST INTERLOCKS ATTACHED TO M16A
M15 SGO-507 KEEPER ZINC SULLIVAN INST. W/ � JIOX3/4" PH
ZINC INTERLOCKS INST. W/ /
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M1SA SOD-507N KEEPER C S o
MI6 SOD-503 RECESSED ADAPTOR ZINC SULLIYAN (NST. W/ 2 80X3/4' FH � c Y a
MI6A PSOI-OD36-117 RECESSED ADAPTOR ZINC INTERLOCKS INST. W/ 2 f'10X3/4' FH 77
M17 SGD-5500 HANOLE SET ZINC SULLIVAN/INTERLOCKS - L11 11 r o
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M20 CGI-177 PANEL TOP & BOTTOM DUST PILE WOOL/PVC SULLIVAN OR EQUIV. 4 PER PANEL Building Code `
M211 WS-202 HEAD AND SILL SMALL PILE PAD WOOL ULTRAFAB OR EQUIV. 1 PER INTERLOCK/ASTRAGAL NOA-No. 15-0699■06 •70692 S
M22 WS-•201 SILL INTERLOCK PILE PAD WOOL. ULTRAFAB OR EQUIV. Expiration Date 09/22/2020 eM23 HD-12-10042 .350REACH POCKET SEAL AMESBURY - % Lldrawing no.
S2 f10 X 1 1/4' LG. PHIL. PH. SMS. ST/ST. ASSEMBLY SCREW - 2 OR 3 PER CORNER sy `
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15-0819.08
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Of4.0904.090 •• •• •�j •
Cam •
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M""M"" era Ma..Short Side IAoi Comas Mor.Short Side •••• alp- Y
$ $ TYPICAL ELEVATION TYPICAL ELEVATION •••• 6 c • ••i•••
FLANGE FRAME EQUAL LEG FRAME • • y�
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• • ••••.•
fV •• •
S •••• o Lo
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EQUAL LEG FRAME EQUAL LEG FRAME ze i
LAMINATED GLASS INSULATED LAMINATED GLASSt,� 3 O= M
4
W � 0
CITAN
SERIES 410 FIXED WINDOWS
O N
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS d P IN
OF FIX./FIX. OR FIXED WITH OTHER MIAMI—DADE COUNTY col < y l
APPROVED WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS INSTRUCTIONS FOR USING CAPACITY CHARTS: 0 g z $
IN BETWEEN.
LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL STEP 1 DETERMINE THE REQUIRED DESIGN PRESSURES FOR
WILL APPLY TO ENTIRE SYSTEM. A GIVEN WINDOW OPENING.
DETERMINE THE CAPACITY OF THE WINDOW
HURRICANE ZONE (HVHZ),
c m$ r
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THEA SIZE/CONFIGURATION/GLASS TYPE FROM CHARTS ON v g o g
SHEETS 2 AND 3.
STE
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY to
FOR INSTALLATION ANCHOR TYPES SEE SHEET 4, THESE WINDOWS ARE RATED FOR LARGE do SMALL MISSILE IMPACT. `
WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER SEP 3 IF ALUMINUM BUCKS ARE USED, VERIFY THE BUCK SHUTTERS ARE NOT REQUIRED.
INSTALLATION CAPACITY FROM SHEET S.
LOADS TO THE STRUCTURE. _ _
FOR UNCLIPPED MULLED WINDOWS DETERMINE Emyr. JAYAHMAD
ANCHORS SHALL 8E AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS STEP 4 CIVIL
L ['RADT3CTRI3VIS8D
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. MULLION CAPACITY FOR 1X4 AND 2X6 TUBES FLA. PE 70582 as complying with Lha>r mih i
FROM CHARTS ON SHEETS S do 7. CAN.
Building Code 16-0.512.!Q
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE STEP 5 FOR MULLION ANCHOR CAPACITY SEE CHART B tion Data v
Acceptance No1 ,!
I� v
NOT PARI OF THIS APPROVAL. ON SHEET 6.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY, RY 'i'eliff 9—v
drawing no.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT THE LOWEST SELECTED VALUE APPLY TO THE INSTALLATION MA 2015 Mie,,, ade T�oduct Cw�n
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE AND MUST EQUAL OR EXCEED THE REQUIRED DESIGN � W08-95
REQUIREMENTS OF THE FLORIDA BLDG. CODE.
PRESSURES OBTAINED FROM STEP I. r— T _ — =;j sheet 1- of g
DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF �U
' GLASS TYPE 1 GLASS TYPE 2 GLASS TYPE 1 GLASS TYPE 2 GLASS TYPE I GLASS TYPE 2
DIM. t rn
ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR
DIM. 1 t1W.2 OPTION I OPTION 2 OPTION I OPTION 2 DIM, 1 ON. 2 OPTION 1 OPTION 2 OPTION I OPTION 2 DW-1 DIY.2 OPTION 1 OPTION 2 OPTION 1 OPTION 2 pp
DICKS 06cm pn.(+) K -) D(T.(+) INT.(-) Ext.(+ SNL(-) IXT.t+ IHT.(-) DfT.(+) TNT.(- DCr.(+) TNT.-) w.(+) INT.(--) IXf.(+) INT.(-) axxES srx*u fXT.(+) INT(-) Dfr.(+) TNT.(-) Off.(+) INT.(-) [7R.(+) INr.(-) Z
30 120,0 150.0 120.0 150.0 133.0 150.0 133,0 150.0 30 120.0 130.9 120.0 130.9 133.0 150.0 133.0 150.0 30 118.2 118.2 118.2 118.2 124,3 124.3 133.0 150.0 Q Z
36 120.0 150.0 120.0 150.0 133.0 150.0 133.0 160.0 36 97.0 97.0 97.0 97.0 133.0 137.5 133.0 150.0 36 76.1 76.1 78.1 75.1 107.0 107.0 133.0 147.1
42 120.0 128.4 120.0 128.4 133.0 150.0 133.0 150.0 42 80.0 80.0 50.0 80.0 124.2 124.2 130.0 146.5 42 62.4 62.4 62.4 62.4 94.9 94.9- 124.8 124.8 Q
48 116.5 116.5 116.5 116.5 133.0 150.0 133.0 150.0 48 71.1 71.1 71.1 71.1 114.7 114.7 132.8 132.8 48 54.0 54.0 54.0 54.0 86.0 86.0 108.0 108.0 iv 11Y O V
51 110.4 110.4 110.4 110.4 133.0 IWO 133.0 150.0 51 69.6 69.6 69.6 69.6 111.0 111.0 125.9 125.9 51 50.8 50.8 50.8 50.8 82.4 82.4 101.7 101.7 2 d v
54 48 105.9 105.9 105.9 105.9 133.0 137.6 133.0 150.0 54 78 70.7 70.7 70.7 70.7 107.9 107.9 118.9 118.9 54 108 - - - - 75.0 75.0 75.0 75.0
57 100.6 100.5 100.6 100.6 125.1 125.1 133.0 150.0 57 88.4 68.4 68.4 68.4 105.3 105.3 112.6 112.6 57 - - - - 75.0 75.0 75.0 75.0 I) t] a
60 95.7 95.7 95.7 93.7 114.7 114.7 133.0 150.0 60 66.4 66.4 66.4 86.4 103.2 103.2 107.0 107.0 60 - - - - 74.1 74.1 75.0 75.0 0 2
63 91.1 91.1 91.1 91.1 132.3 132.3 133.0 150.0 63 65.4 65.4 65.4 65.4 101.9 101.5 101.9 101.9 63 - - - - 71.9 71.9 75.0 75.0 Q M
66 86.8 86.8 88.8 86.8 122.9 122.9 130.6 147.3 66 63.4 63.4 83.4 63.4 97.3 97.3 97.3 97.3 66 - - - - 70.1 70.1 75.0 75.0 M
69 82.8 82.8 82.8 82.8 114.7 114.7 127.5 143.8 69 61.3 81.3 81.3 81.3 93.0 93.0 93.0 93.0 69 - - - - 68.4 68.4 75.0 75.0 Q
72 77.3 77.3 77.3 77.3 107,5 107.5 124.7 140.6 72 59.3 59.3 59.3 59.3 89.2 89.2 89.2 89.2 72 - - - - 66.9 66.9 75.0 75.0 DIM. 1 0)
30 120.0 150.0 120.0 150.0 133.0 150.0 133.0 150.0 30 120.0 125.7 120.0 125.7 133.0 143.6 133.0 150.0 30 114.6 114.6 114.6 114.6 133.0 133.4 133.0 150.0 a•_ O
a 3 � �
36 120.0 132.3 120.0 132.3 133.0 150.0 133.0 150.0 36 91.6 91.6 91.6 91.6 123.1 125.1 133 0 150.0 36 76.0 76.0 78.0 78.0 114.7 114.7 133.0 145 8 Z tfj O
42 115.5 115.5 115.5 115.6 133.0 143.0 133.0 150.0 42 70.7 70.7 70.7 70.7 112.3 112.3 126.7 141.4 42 59.6 59.6 59.6 59.6 101.5 101.5 119.2 119.2
48 105.9 105.9 105.8 105.9 133.0 137.6 133.0 150,0 48 66.1 66.1 68.1 66.1 103.2 103.2 128.7 128.7 48 51.1 51.1 51.1 51.1 91.7 91.7 102.2 102.2 � Q W��
IN
51 101.5 101.5 101.5 101.5 133.0 136.3 133.0 150.0 51 67.4 67.4 67.4 67.4 99.6 99.6 124.3 124.3 51 - - - - 75.0 75.0 75.0 75.0 s
54 54 97.3 97.3 97.3 97.3 133.0 135.9 133.0 150.0 54 84 64.8 64.8 64.8 64.8 96.6 96.6 118.9 118.9 54 114 - - - - 75.0 75.0 75.0 75.0
57 92.7 92.7 92.7 92.7 122.3 122.3 133.0 150,0 57 62.9 62.9 62.9 62.9 94.0 94.0 112.6 112.6 57 - - - 75.0 75.0 75.0 75.0 00*"
60 88.5 88.5 85.5 88.5 111.2 111.2 133.0 150.0 60 62.0 62.0 62.0 62.0 91.7 94.7 107.0 107.0 60 - - - - 75.0 75.0 75.0 75.0 •
83 84.4 84.4 84.4 84.4 127.4 127.4 129.3 145.8 63 50.3 60.3 60.3 60.3 89.9 69.9 101.9 101.9 63 - - - - 75.0 75.0 75.0 75.0 ••• i ••' 1 •••• •
•
86 80.8 80.8 80.6 80.8 117.6 117.6 t 25 0 141.0 66 58 6 58.6 58.6 58.6 88'8 88 3 97.3 97.3 68 - - - - 74.1 74.1 75 0 75.0 NOTE "• r •••• •
69 77.1 77.1 71.1 77.1 109.2 109.2 119.9 118.9 - - - - 75.0 75.0 69 - - - - 72.2 72.2 75.0 75.0 LONG AND SHORT DIMENSIONS
CAN BE ORIENTED VERICALLY"' � • n • •
72 73.9 73.9 73.9 73.9 101.9 101.9 118.9 118.9 72 - - - - 75.0 75.0 75.0 75.0 72 - - - - 70.6 70.6 75.0 75.0 v Ix ••••••
OR HORIZONTALLY AS SHOWN.*• O t• y
30 120.0 146.8 120.0 150.0 133.0 145.6 133.0 150.0 120.0 125.2 120.0 125.2 133.0 150.0 30 110.9 110.9 410.9 110.9 125.8 125.5 133.0 150-0 •
36 120.0 121.1 120.0 121.1 131.0 131.0 133.0 150.0 36 86.7 86.7 86.7 86.7 114.7 114.7 433.0 150.0 36 75.8 75.6 75.8 75.8 107.9 107.9 133.0 144.2 ••• p O w •.� •'�"•
42 104.8 104.8 104.8 104.6 121.0 121.0 133.0 100.0 42 67.7 67.7 67.7 67.7 102.6 102.6 133.0 135.5 42 57.6 57.5 57,5 57.5 95.3 95.3 115.0 115.0 ••• /�5i' ""'
48 95.7 95.7 95.7 95.7 114.7 114.7 133.0 150.0 48 55.2 65.2 65.2 65.2 93.8 93.6 125.4 125.4 48 48.5 48.5 48.5 48.5 86.0 86.0 97.0 97.0 3 �•••• """
••• =C11 0 ••
51 91.9 91.9 91.9 91.9 112.6 112.6 133.0 150.0 51 62.1 62.1 62.1 62.1 90.4 90.4 120.8 120.8 51 - - - - 75.0 75.0 75.0 75.0 • N �F, rn •
54 60 88.5 88.5 88.5 88.5 111.2 111.2 133.0 150.0 54 90 $9.8 59.6 59.8 59.8 87.4 87.4 116.8 116.8 54 120 - - - - 75.0 75.0 76.0 75.0 • 31..W 4 0 0 •
57 85.8 85.8 85.8 05.8 110.4 110.4 133.0 150.0 57 58.7 58.7 58.7 58.7 84.8 84.8 112.6 112.6 57 - - - - 75.0 75.0 75.0 75.0 • • •^ 0' M M ' •
50 82.8 82.8 82.8 82.8 110.1 110.1 133.0 150.0 60 57.0 57.0 57.0 57.0 82.6 82.6 107.0 107.0 60 - - - - 73.4 73.4 75.0 75.0 003:. n ' •
d' Z Z�••
63 79.4 79.4 79.4 79.4 107.0 107.0 107.0 107.0 63 55.2 55.2 55.2 55.2 80.6 60.6 101.9 101.9 63 - - - - 71.1 7t.t 754 75.0
65 76.2 75.2 7512 76.2 107.0 107.0 107.0 107.0 86 - - 75.0 7A0 75.0 75.0 66 - - - - 69.0 69.0 76.0 75.0
89 75.0 75.0 75.0 76.0 105.8 105.8 107.0 107.0 69 - - - 75.0 76.0 75.0 76.0 69 - - - - 67.2 67.2 75.0 76.0 W (j O
72 72.0 72.0 72.0 72.0 98.3 98.3 107.0 107.0 72 - - - - 75.0 75.0 75.0 75.0 72 - - - - 65.5 65.5 75.0 75.0 N V 7�
30 120.0 145.8 120.0 145.8 133.0 150.0 133.0 150.0 30 120.0 123.6 120.0 123.8 133.0 142.7 133.0 150.0
35 111.2 111.2 111.2 111.2 133.0 143.3 133.0 150.0 35 77.3 77.3 77.3 77.3 123.5 123.5 133.0 150.0 .075" Interlayer .075" Interloyer
42 95.6 95.6 95.6 95.6 131.0 131.0 133.0 150.0 42 65.2 65.2 65.2 55.2 110.1 110.1 130.5 130.5 Soflax CP With PET Core Soflex CP With PET Core
48 86.8 86.8 86.8 86.6 122.9 122.9 130.8 147.3 48 60.6 60.6 60.6 60.8 100.3 400.3 121.3 121.3 R 'Eastman Chemical Co.' By 'Eastman Chemical Co.'
51 82.7 82.7 82.7 82.7 119.9 119.9 127.5 143.8 51 58.6 58.8 58.6 58.6 98.4 96.4 117.3 117.3 ,090" Interlayer .090" Interlayer y E Cr
54 66 80.8 60.6 80.6 80.6 117.6 117.6 125.0 141.0 54 96 56.0 56.0 5B.0 56.0 93.1 93.1 112.0 112.0 SentryGlos SentryGlas ,n W y
57 78.4 78.4 78.4 78.4 112.6 112.6 112.6 112.6 57 54.0 54.0 54.0 54.0 90.1 90.1 107.9 107.9 By 'Kuraroy America, Inc.' By 'Kuraroy America, Inc.' N W
60 78.2 78.2 76.Z 76.2 107.0 107.0 407.0 107.0 80 51.8 51.8 51 8 51 8 67.6 67 8 103 8 103.8 3�16' ANN 316" HS m w
63 ?5.2 75,2 75.2 75.2 401.9 101.9 101.9 101.9 63 - - ^ - 75.0 75.0 75.0 75.0 316" ANN 316" HS C W a
66 72.4 72.4 72.4 72.4 97.3 97.3 97.3 97.3 66 - - 75.0 75.0 75.0 73.0 H U R
PRODUCT REVISED o n I
59 69.8 69.8 69.$ 69A 97.3 97.3 97.3 97.3 69 - - - - 75.0 75.0 75.0 75.0 z _ a
72 87.4 87.4 67.4 67.4 96.2 98.2 97.3 97.3 72 - - - - 75.0 75.0 76.0 75.0 as complying with the Florida
I Building Coda
30 120.0 138.1 120.0 138.1 133.0 144.8 133.0 t50.0 30 120.0 121.3 120.0 121.3 132.9 132.9 133.0 150.0 Acceptance No
38 103.2 103.2 103.2 103.2 127.4 127.4 133.0 150.0 38 75.8 75.8 75.8 75.8 114.7 114.7 133.0 148.9 m m E; iration Date ]Q o o C N o o
42 87.2 87.2 87.2 87.2 115.6 115.6 133.0 150.0 42 85.7 65.7 65.7 65.7 101.9 101.9 131.3 131.3 y g N a c
48 77.3 77.3 77.3 77.3 107.5 1107.5 124.7 140.6 48 58.9 55.9 56.9 56.8 82.6 82 6 113 7 113.7 Mi de ct m C < m L) 0 w
51 75.6 75.6 75.6 75.6 104.4 104.4 125.9 125.9 51 54.4 54.4 54.4 54.4 68.9 58.9 105.7 108.7
IF - --- -
54 72 73.9 73.9 73.9 73.9 101.9 101.9 118.9 118.9 64 102 51.9 51.9 51.9 51.9 85.6 85.6 103.8 1103.8 6 6
57 74.5 74.5 74.5 74.5 09.9 99.9 112.6 112.6 57 - - - - 75.0 7&0 75.0 75.0 GLASS TYPE '11" GLASS TYPE "2"
60 724 72.0 72.0 72.0 98.3 98.3 107.0 107,0 60 - - - - 75.0 75.0 75.0 75.0 _ - - - - - Engr: JAVAO AHMAO o _
CIVIL
83 69.6 69.6 69.6 69.6 97.1 97.1 101.9 101.9 63 - - - - 75.0 75.0 75.0 75.0 GLASS TYPES AVAILABLE FIA. PE 0592 N I I 2
66 67.4 67.4 67.4 67.4 96.2 96.2 97.3 97.3 66 - - - - 75.0 75.0 75.0 75.0 CAN.
68 86.0 66.0 66.0 1 66.0 1 93.0 1 93.0 1 93.0 1 93.0 69 - - - - 74.5 74.5 75.0 75.0 }
72 1 83.4 63.4 63.4 63.4 1 89.2 1 89.2 1 89.2 1 69.2 72 - - - - 73.0 73.0 75.0 75.0 s
NOTE: drawing no.
GLASS CAPACITIES ON THIS SHEET ARE Sj5 WOB-95
BASED ON ASTM E1300-09 (3 SEC. GUSTS).
- _ _ FOR ANCHOR OPTIONS SEE SHEET 4m T _ LL _ sheet 2 of 9
DESIGN LOAD CAPACITY - PSP DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF y�V U
GLASS TYPE 1A GLASS TYPE 2A GLASS TYPE 1A GLASS TYPE 2A GLASS TYPE 1A CLASS TYPE 2A DIN. 1 U)
t ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR
OIY. 1 OCL 2 OPTION I OPTION 2 OPTION 1 OPTION 2 OIY. t OIL 2 OPTION 1 OPTION 2 OPTION 1 OPTION 2 WL 1 ON.2 OPTION 1 OPTION 2 OPTION I OPTION 2
Noes I,- Exr.(+) CVT.(-) o f.(+) INT.(- 6]rf.(+) INT.(- ExT.(+ INT.(-) =110 wor4s Err.(+) INT.(-) OR.(+) INT.(-) EXT.+ INr.- EXT.+ INL(-) Na1ES MES EXT.+ INT(- EXT(+) 9VT.- EXT. + TNT.(-) EXT(+) INT.
30 120.0 150.0 120.0 150.0 133.0 150.0 133.0 150.0 30 120.0 127.1 120.0 127.1 133.0 150.0 133.0 150.0 30 114.8 114.8 114.8 114.8 124.3 124.3 133.0 150.0 O1p4
36 120.0 150.0 120.0 150.0 133.0 1604 133,0 150.0 36 94.1 94.1 _ 94.1 94.1 133.0 137.6 133.0 150.0 36 73.8 73.8 73.8 73.8 107.0 107.0 133.0 _147.1 �p
42 120.0 124.6 120.0 124.6 133.0 150.0 133.0 150.0 42 77.6 77.8 77.6 77.6 124.2 124.2 130.0 146.6 42 60.6 60.6 60.6 60.6 94.9 94.9 121.1 121.1 QN $ (N� n
48 113.1 113.1 113.1 113.1 133.0 150.0 133.0 160.0 48 69.1 69.1 69.1 69.1 114.7 114.7 132.8 132.8 48 52.4 52.4 62.4 52.4 86.0 86.0 110.6 110.6 a ii• 0 �5 V
51 107.2 107.2 107.2 107.2 133.0 150.0 133.0 150.0 51 674 67.5 67.5 67.5 f 11.0 111.0 125.9 125.9 51 49.3 49.3 49.3 49.3 82.4 82.4 104.2 104.2 c a
54 48 102.9 102.9 102.9 102.9 133.0 137.8 133.0 150.0 54 78 68.6 68.6 60.6 68.8 107.9 107.9 118.9 118.9 54 108 - - - - 75.0 75.0 75.0 75.0 G
57 97.7 97.7 97.7 97.7 125.1 125.1 133.0 150.0 57 66.4 66.4 66.4 56.4 105.3 105.3 112.6 112.6 57 - - - - 75.0 75.0 7&0 75.0
60 92.9 92.9 92.9 92.9 114.7 114.7 133.0 150.0 60 64.4 64.4 64A 64.4 103.2 103.2 107.0 107.0 60 - - - - 74.1 74.1 75.0 75.0
63 88.4 8&4 88.4 88.4 132.3 132.3 133.0 150.0 63 63.5 63.5 53.5 63.5 101.5 101.5 101.9 101.9 63 - - - - 71.9 71.9 75.0 75.0 N M
66 84,3 84.3 84.3 84.3 122.9 122.9 130.6 147.3 66 61.6 WA 61.6 61.6 97.3 97.3 97.3 97.3 66 - - - - 70.1 70.1 75.0 75.0
69 80.4 80.4 80.4 80.4 114.7 114.7 127.5 143.8 69 59.5 59.5 59.5 595 93.0 93.0 93.0 93.0 69 - - - - 68.4 60.4 754 75.0 O n D
72 75.1 75.1 75.1 75.1 107.5 107.5 124.7 140.6 72 57.6 57.6 57.6 57.6 89.2 69.2 69.2 B9.2 72 - - - 66.9 -66.9 75.0 754 au. 1 pp
30 120.0 150.0 120.0 150.0 133.0 150.0 133.0 150.0 30 120,0 122.1 120.0 122.1 133.0 143.6 133.0 150.0 30 111.3 111.3 111.3 111.3 133.0 133.4 133.0 150.0 3,
36 120.0 128.4 120.0 128.4 133.0 150.0 133.0 150.0 36 88.9 86.9 86.9 88R 125.1 125.1 133.0 150.0 36 73.8 73.8 73.8 73.8 114.7 114.7 133.0 145.6
42 112.2 112.2 112.2 112-2 133.0 143.0 133.0 150.0 42 68.7 68.7 68.7 68.7 112.3 112.3 126.7 142.9 42 57.9 57.9 57.9 57.9 101.5 101.5 120.0 120.0 j
48 102.9 102.9 1029 102.9 133.0 137.6 133.0 150.0 48 64.2 64.2 64.2 64.2 103.2 103.2 128.3 128.3 48 49.6 49.6 49.6 49.6 91.7 91.7 104.7 104.7 ,, Q +
61 98.5 98.5 98.5 98.5 133.0 136.3 133.0 150.0 51 65.4 65.4 65.4 65.4 99.6 99.6 124.3 124.3 51 - - - - 75.0 75.0 75.0 75.0 a
54 54 94.5 94.5 94.5 94.5 133.0 135.9 133.0 150.0 54 84 62.9 62.9 62.9 62.9 96.8 96.6 118.9 118.9 54 114 - - - - 75.0 75.0 75.0 75.0
57 90.0 90.0 90.0 90.0 122.3 122.3 133.0 150.0 57 61.1 61.1 61.1 61.1 94.0 94.0 112.6 112.6 57 - - - - 75.0 75.0 75.0 75.0 •••c�
60 85.9 85.9 85.9 85.9 111.2 111.2 133.0 150.0 60 60.2 60.2 60.2 60.2 91.7 91.7 107.0 107.0 60 - - - - 75.0 75.0 75.0 75.0 •
63 62.0 82.0 82.0 82.0 127.4 127.4 129.3 145.8 63 56.5 5&5 58.5 58.5 89.9 89.9 101.9 101.9 63 - - - - 75.0 75.0 75.0 75.0 ' •
66 78.2 78.2 78.2 782 117.6 117.6 125.0 141.0 66 55.9 56.9 56.9 56.9 88.3 88.3 97.3 97.3 68 - - - - 74.1 74.1 TS.O 75.0 NOTE .r • 'A,
••
•• ti •• �j ••••.•
69 74.9 74,9 74.9 74.9 109.2 109.2 118.9 118.9 69 - - - - 75.0 754 75.0 75.0 69 - - - - 72.2 72.2 75.0 75.0 LONG AND SHORT DIMENSIONS
72 71.7 71.7 71.7 71.7 101.9 101.9 118.9 118.9 72 - - - - 75.0 75.0 75.0 75.0 72 - - - - 70.6 70.6 75.0 75.0 CAN BE ORIENTED VERiCALLY " in ••••
OR HORIZONTALLY AS SHOWN.,: �'
30 120.0 149.6 120.0 149.5 133.0 146.6 133.0 150.0 30 1204 121.6 120.0 121.6 132.1 132.1 133.0 150,0 30 107.7 107.7 107.7 107.7 125.8 125.8 133.0 150.0 3� • �
36 117.6 117.6 117.6 117.6 131.0 131.0 133.0 150.0 36 84.1 84.1 84.1 84.1 114.7 114.7 133.0 150.0 36 73.6 73.6 73.6 73.6 107.9 107.9 133.0 144.2 •• �j C3 � • '•i"•
42 101.7 101.7 101.7 101.7 121.0 121.0 133.0 150.0 42 65.8 65.8 65.8 65.8 102.6 102.6 131.5 131.5 42 55.6 55.8 55.8 55.8 95.3 95.3 117.8 117.80..%
�' •••••
PRODUCT RBVISHD •• g � •••• ••..••
48 92.8 92.9 82.9 92.9 114.7 114.7 133.0 150.0 48 83.3 63Z 63.3 63.3 93.8 83.8 125A 126.4 48 47.1 47.1 47.1 47.f 86.0 88.0 99.5 99.5 a9 complying wide the AM& ••• CV.o .'
51 89.2 69.2 89.2 89.2 112.6 112.6 133.0 150.0 51 60.3 60.3 60.3 60.3 90.4 90.4 120.6 120.6 51 - - - - 75.0 75.0 75.0 75.0 Building Code 1 ; I (n n �af� •
54 60 85.9 85.9 85.9 85.9 i 11.2 111.2 133.0 150.0 54 90 58.1 58.1 58.1 58.1 87.4 87.4 116.8 116.8 54 120 - - - - 75.0 75.0 75.0 75.0 Acceptance No 1 �' 2 3 I j.if1, """
57 83.3 83.3 83.3 83.3 110.4 110.4 133.0 150.0 57 57.0 57.0 57.0 574 84.8 84.8 112.6 112.6 57 - - - - 75.0 73.0 75.0 75.0 1- iration Date fq: a Q ' M r1 • •
60 80.4 80.4 80.4 60.4 110.1 110.1 133.0 150.0 60 55.3 55.3 55.3 $5.3 82.6 82.6 107.0 107.0 60 - - - - 73.4 73.4 75.0 75.0 ' ' •
63 77.0 77.0 77.0 77.0 107.0 107.0 107.0 107.0 63 53.6 53.6 53.6 53.8 80.6 80.6 101.9 101.9 63 - - - - 71.1 71.1 76.0 75.0 By N 3 ZO
Miam' ade Product Oon
66 74.0 74.0 74.0 74.0 107.0 107.0 107,0 107.0 66 - - - - 75.0 75.0 75.0 75.0 68 - - - - 69.0 69.0 75.0 75.0 W C)
69 72.9 72.9 72.9 72.9 105.8 105.8 107.0 107.0 89 - - - - 75.0 754 7&0 75.0 69 - - - - 67.2 67.2 75.0 75.0 g C7 rO Q -
72 69.9 69.9 69.9 69.9 98.3 98.3 107.0 107.0 72 - - - 75.0 75.0 75.0 75.0 72 - - - -- 65.5 65.5 75.0 75.0 V) V
30 120.0 141.6 120.0 141.6 133.0 150.0 133.0 150.0 30 120.0 120.0 120.0 120.0 133.0 142.7 133.0 150.0 "
075 Interlayer .075" Interlayer
36 108.0 108.0 ios.o 108.0 133.0 143.3 133.0 150.0 36 75.1 75.1 75.1 75.1 123.5 123.5 133.0 150.0 Saflex CP With PET Core Saflex CP With PET Core
42 92.8 92.8 92.8 92.8 131.0 131.0 133.0 150.0 42 83.3 63.3 63.3 63.3 110.1 110.1 126.7 126.7 By 'Eastman Chemical Co.' By 'Eastman Chemical Co.'
48 84.3 84.3 64.3 84.3 122.9 122.9 130.5 147.3 48 53.9 58.9 58.9 58.9 100.3 100.3 120.0 120.0 OR OR
.090" Interlayer .090" Interlayer
51 80.3 80.3 80.3 80.3 119.9 119.9 127.5 143.8 51 55.9 55.9 56.9 56.9 98.4 96.4 117.8 117.8 w a
SentryGlas SenkryGles o
54 66 78.2 78.2 78.2 78.2 117.6 717.6 1250 141.0 54 98 54.4 54.4 54.4 54.4 93.1 93.1 713.7 113.7 By 'Kuraroy America, Inc.' By 'Kuraray America, Inc.' '-" a
57 76.1 76.1 76.1 76.1 112.6 112.6 112.6 112.6 57 52.4 524 52.4 52.4 90.1 90.1 110.1 t f 0,f G a W
60 74.0 74.0 74.0 74.0 107.0 107.0 107.0 107.0 60 50.3 50.3 50.3 50.3 87.6 87.6 106.2 106.2 3/16" ANN ' 3/16" HS 6"52' o a ir
a �
63 73.0 73.0 73.0 73.0 101.9 101.9 101.9 101.9 63 - - - - 76.0 75.0 76.0 75.0 3/16"jMN 9/16" Air Space 9/16" Air Space 3 W w
68 70.3 70.3 70.3 70.3 97.3 97.3 97.3 97.3 66 - - - 75.0 75.0 75.0 75.0 " u a ' g a
69 57.8 57.8 67.8 67.8 97.3 97.3 97.3 97.43 69 - - - - 75.0 75.0 75.0 75.0 3/16- ANN 3/16' HS 3/16 TEMP i _ a H
72 65.5 65 5 66.6 855 98.2 96.2 97.3 97.3 72 - -- - 75.0 75.0 75.0 7&0 XL EDGE SPACER XL EDGE SPACER
30 1204 134.1 120.0 134.1 133.0 144,8 133.0 150.0 30 117.7 117.7 117.7 117.7 132.9 132.9 133.0 150.0 I ST. STEEL BY 'CARDINAL: ST. STEEL BY 'CARDINAL'
36 100.2 100.2 100.2 100.2 127.4 127.4 133.0 150.0 36 73.6 73.6 73.6 73.6 114.7 114.7 133.0 147.2 OR OR c ori
42 84.7 84.7 84.7 84.7 115.6 115.6 133.0 150.0 42 63.8 63.8 63.8 63.8 101.9 101.9 127.5 127.5 DURASEAL BY 'QUANEX' ° DURASEAL BY 'QUANEX' %48 75.1 75.1 751 75.1 107.5 107.5 124.7 140.6 48 55.2 55.2 55,2 55.2 92.6 926 116.5 116.5 R OR Lce m v v w51 73.4 73.4 73.4 73.4 104.4 104.4 125.9 123.9 51 52.8 52.8 52.8 52.8 88.9 88.9 111.4 171.4 SUPER SPACER BY QUANEX SUPER SPACER BY 'QUANEX
54 72 71.7 71.7 71.7 71.7 101.9 101.9 118.9 118.9 54 102 50.4 50.4 50.4 50.4 85.8 MS 108.4 106.4 9 6 9
57 72.3 72.3 72.3 72.3 99.9 99.9 112.8 112.6 _57 _ - - - 75.0 75.0 75.0 75.0
60 69.9 89.9 89.9 69.9 9&3 98.3 107.0 107.0 60 - - - - 75.0 75.0 75.0 75.0 GLASS TYPE -1A- _ GLASS TYPE "2A" Engr: JAVAO AFI MAOCIVIL
63 67.6 67,6 67.6 67.6 97.1 97.1 101.9 101.9 63 - ^ - - 75.0 75.0 75.0 75.0 FLA. 70592 y 1
65 55.5 65.5 65.5 65.5 96.2 96.2 97.3 97.3 66 - - - - 75.0 75.0 75.0 75.0 CAN. .
69 84.1 64.1 54.1 64.1 9&0 93.0 1 93.0 93.0 68 74.5 74.5 75.0 75.0 x° y � �
72 61.6 61.6 61.8 61.6 89.2 89.2 89.2 89.2 72 - - - - 73.0 73.0 75.0 75.0 GLASS TYPES AVAILABLE ,��ii ii
NOTE: drawing no.
GLASS CAPACITIES ON THIS SHEET ARE M 22 2015 W08-95
BASED ON ASTM E1300-09 (3 SEC._GUSTS. FOR ANCHOR OPTIONS SEE SHEET 4 _
- sheet 3-of 9
TYPICAL INSTALLATION DETAILS (j
THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW
Co
INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS INTO 2X WOOD INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL Z
WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS 0SIM
z
ni
Insulated laminated Insulated laminated Insulated laminated Insulated laminated p 6 v
FLANGE], 9lose condition FLANGE —glass condition FLANGEglass condition FLANGE glass condition .�
shown dotted. shown dotted. shown dotted. (shown dolled. _Q.- -
E E E
� o U.
N ! V) v
! g f x IL G&Q
00 100 0
Backbed \ Backbed Bockbed Backbed ent)I
sealant sealant sealant
sealant Q; 3
�
• .. ' M, `.. „" .dAd+
Wood buck bed In ° e . ANCHOR TYPE 'D' OR 'E' • ��
sealant Wood buck bed in sealant , ,,,, • •
ANCHOR TYPE 'A', 'B' OR 'C' ANCHOR TYPE 'A', 'B' OR 'C' ANCHOR TYPE 'AA',''BB'�OR 'BBB' �•. :-. .. .,� ,'
• • •
•.• 4H •• •w ...•..
-- .-..
7- V) ..
Insulated laminated Insulated laminated Insulated dominated Insulated laminated •� � � ' •
EQUAL LEG glass condition EQUAL LEG glass condition EQUAL LEG glass condition EQUAL LEG glass condition ,••• 3 « •Y :"
shown dotted. shown dotted.
r.h.n
dotted. `shown dolled. ...f _ +;
E E E E o E w•• • 3 e`�••• ••••••
N N d n o••i •D f� vaOf� •
x x x x •
xo •x `7 ••••••
E 1-ii�iri•I
: c : °c s�••• O
o► ••••••
\ \ \ c \ c a z�] • •
Sealant Sealant� ° `� ° 3 0
Sealant ---}- Sealant 1 W 4� �
Af. • • t �.p to UO�
..
Wood buck bed in '<' ' :'. ANCHOR TYPE 'AA', 'BB' OR 'BBB' ANCHOR TYPE 'D' OR 'E' Wi
sealant ck bed in sealant- N x x s x
ANCHOR TYPE 'A', 'B' OR 'C' ANCHOR TYPE 'A', 'B' OR 'C' I. L. 1. 8 -
o
TYPICAL ANCHORS: SEE ELEV. FOR SPACING w 3iE; la � ul
Ir
TYPE 'A' TYPE 1: TYPE le TYPE'D TYPE'E,
1/4' DUI. HILTI KWIK-CON it (Fu-183 KSI, Fy-157 KSO 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) ,A/16` DIA (ILMMON BY 'ELCO'(Fu.i77 KSI, Fy-155 KSI) 014 SMS (GRADE 2 CRS) ,f4' DRIL-FLEX SELF DRILLING SCREAS (GRADE 2 CRS) g 2 2
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES INTO 20Y WOOD BUCKS OR WOOD STRUCTURES INTO 20Y WOOD BUCKS OR WOOD STRUCTURES INTO METAL STRUCTURES INTO METAL STRUCTURES
1-1/2' MIN. PENETRATION INTO WOOD 1-1/2" MIN. PENETRATION INTO WOOD 1-1/2' MIN. PENETRATION INTO WOOD STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.)
ALUMINUM : 1/8 THK. MIN. (6063-T5 MIN.) ALUMINUM : 1/$' THK. MIN. (6063-T5 MIN.) c,
THRU 1BY BUCKS INTO CONC. OR MASONRY THRU 1BY BUCKS INTO CONC. OR MASONRY THRU 1BY BUCKS INTO CONC. OR MASONRY o p o n 2o
1-1/2' MIN. EMBED INTO CONC. OR MASONRY - i-1/2' MIN. EMBED INTO CONC. OR MASONRY '-
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) � O - o g
TYPE AA TYPE BB INTO MIAMI-DAD£ COUNTY APPROVED MULLIONS (MIN. THK.. = •090') '- c a °° o ,,,
1/4- DUL HILTI KWIK-CDN II (17e-183 KSI, Fy-157 KSI) J,4$ DLA. ULTRACON BY '£LCO' (Fuw177 KSI, Fy-155 KSI)
DIRECTLY INTO CONCRETE DIRECTLY INTO CONC. OR MASONRY ANCHOR OPTION I:
-1-1/2' MIN. EMBED INTO CONCRETE 1-1/2" MIN. EMBED INTO CONC. OR MASONRY ALL ANCHORS AS SHOWN ABOVE. 9
- En r JAV/1D AHMAb -PRODUCT REVISED
TYPE 'BBBCML
ANCHOR OPTION Il: FIA PE 70592 a9 complying with rile Fiosida
1•/4■ DIA LITRAPDN BY EL�� (Fu-177 K51• Fy-155 KSI) CAN. Buildhi Code
15�b12•1
ANCHOR TYPES rAr, 'AA & rCr WITH 1/2r SHIM SPACE Acceptance No
p g sg
DIRECTLY INTO MASONRY BLOCK ANCHOR TYPES 'W. 'BB', 'BBB'. 'D' & 'E' WITH 1/4' SHIM SPACE 4 Ex halt Date + X
1-1/2' MIN. EMBED INTO MASONRY o r--. Nt
j(PIGAL EDGE DISTANCE Miann' ade product drawing no.
7 za�5 -
INTO CONCRETE AND MASONRY - 2-1/2' MIN. CONCRETE re - 3000 PSI MIN. WO$--95
INTO WOOD STRUCTURE = 1" MIN. MASONRY II'm - 1924 PSI MIN.
- - - - - -- - - - - -INTO-METAL STRUCTURE - 3/4" MIN. -- - - _ -- - - - - - - - - -- - - - - - sheet-4 of 9- a - -
DESIGN LOAD CAPACITY - PSF (MULLION) 2" x 6" x 1/8"
1" X 4 X 1/8 2 X 6 X 1/8 Unclipped Mullion tiY I
' WINDOW DIMS. ALUM TUBE ALUM TUBE Insulated laminatedInsulated laminated
gloss condition 1" x 4' x 1/8" glass condition (6063-T6)
WIDTH LENGTH EXT.(+) & INT.(-) EXT.(+) & INT.(-) shown dotted. Unclipped Mullion shown dotted. Z J
36" 150.0 150.0 (6063-T6) tp zz
42" 150.0 150.0
48" 150.0 150.0 o
54" 72" 148.1 150.0 I - -
60" 133.3 150.0ca I
66" 121.2 136.4 Q n
72" 1 111.1 125.0 v p
FOR INTERMEDIATE fPl
36" 150.0 150.0 FASTENER SPACING
�-----
SEE SHEET 1 OF 9
_
42" 142.1 150.0
48" 127.9 150.0 -
54" 84" 117.6 142.9 "LENGTH"
60" 110.0 128.6 -
66 103.9 116.9
72" - 107.1 ANCHOR TYPE 'D' OR 'E' ANCHOR OR 'E'
36" 116.8 150.0 ANCHOR TOTAL PRPERTIES TOTAL PRPERTIES
CAPACITY & QUANTITY Ix 6.0368 IN\4 Ix 12.2758 IN\4
42" 102.3 150.0 SEE SHEET 6 N
� Sx 2.6884 IN\3 Sx = 4.0919 IN\3 _ •��� ••••••
48" 91.8 140.6
54" 96" 83.9 125.0 I •
•
oUncl' Mullion •• v • h •
1" x 4" /8"
60" 78.1 112.5 2" x 6" x
Unclipped MulliOlit 1/S"'•• ••
66" - 102.3 -T6) n'}
(6063-T6) ••• 00�}�
" - � Vii• f
72 93.8 MULLION FASTENERS ---1 J - _- -----=-� f-W On �))YYY`"''`"''' •f ••`•,•
36" - 150.0 USE SAME SPACINGS MULLION it -- _- ••• f•fr •••••
42" - - 150.0 AS ON SHEET 1 I •• • �f••• ••••••
48" - 132.4 .•• ,t to Lo K M
•
54" 102 "- 117.6 ••••••
. a:: , .1
60" - 105.9 •••• •�O �Z.�� �f•••�
66" - 96.3
72" 88.2
___ .... ........
36- 150.0 TYPICAL ELEVATION U o
42" _ - 134.5 - -- --- -
48" - 119.6 - -
54" 108" - 108.3 FOR INTERMEDIATE "WIDTH" m
FASTENER SPACING
_
60" 99'6 SEE SHEET 1 OF 9 ANCHOR TYPE '0' OR 'E' ANCHOR TYPE 'D' OR 'E' i W
66" -- 80.8 WI.. I 0 o a 'A U)
72" - 83.3H I '" In
38" - 137.5all Ili If [ [it TOTAL PRPERTIES TOTAL PRPERTIES p
o =
Ix 5.7328 IN\4 Ix 11.9718 IN\4 m
42" - 119.3 Sx = 2.6455 IN\3 Sx = 3.9906 IN\3 v ' �g5
48" - 105.9
54" 114" - 95.7
60" - 87.8 =
66" - 81.5 z MULLION MULLION FASTENERS o WC 72" - 76.6 USE SAME SPACINGS ro36" - AS ON SHEET I `
42" - 106.2
48" - 94.4
-54" -120"- - 85.2 •-Engr.-JAVAD AHMAD-
TYPICAL ELEVATION rRonuCTRBvtseD -
60" - 78.0 ANCHOR FLA. PE f 70592 as complying with the Florlda cv I I
66" - 72.2 \\-CAPACITY & QUANTITY CAN. 3538 Building Code
Acceptance No 15-0 2.1?-
72" - 67.7 SEE SHEET 6 E iration DateTO 9
ANY OR DESIGN LOAD LESS THAN CHART IS ALLOWED. MAY 2 7 z 5 Mi Dade Product drawing no.
Width - W1 + wz
2 W08--95
-,(sheet 5-of D91- - -
DESIGN LOAD CAPACITY - PSF (ANCHORS AT EACH SIDE OF MULI70N) 0
ANCHOR TYPE 'A' ANCHORS 'A'. 'AA'. 'B' ANCHORS'AA', 'B8' ANCHOR TYPE'AA' ANCHOR TYPE 'B' ANCHORS V. 'B8', 'BBB' ANCHORS'B, 'BB', 'BBB' ANCHORS'D', 'I,' ANCHOR TYPE 'E' ANCHOR TYPE 'BBB' �� Ln
WINDOW DIMS. 3/8' SHIM 1/2' SHIM 1/4' SHIM 3/8' SHIM 1/4' SHIM 3/8' SHIM 1/2' SHIM 1/4' SHIM 3/8' SHIM 1/4' SHIM
mDTH LENGTH 2/ SIDE 3/ SIDE 4/ SIDE 2/ SIDE 3/ SIDE 4/ SIDE 2/ SIDE 3/ SIDE 2/ SIDE 3/ SIDE 2/ SIDE 3/ SIDE 4/ SIDE 2/ SIDE 3/ SiDE 4/ SIDE 2/ SiDE 3/ SIDE 4/ SIDE 2/ SIDE 3/ SIDE 2/ SIDE 3/ SIDE 4/ SIDE 2/ SIDE 3/ SIDE 4/ SIDE
3
38' 150.0 150.0 150.0 143.4 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 126.8 150.0 150.0 101.9 150.0 150.0 150.0 150.0 147.6 160.0 150.0 150.0 1504 150.0 Zt- J
42' 150,0 150.0 150.0 130,2 150.0 150.0 150.0 150.0 150.0 150.0 137.7 150.0 150.0 115.1 150.0 150.0 92.5 138.8 150.0 150.0 160,0 133.9 150.0 150.0 150.0 150.0 160.0 0 Z
4$' 141.5 150.0 150,0 121.0 150.0 150.0 150.0 150.0 149.0 1504 128.0 150.0 150.0 107.0 1500 150.0 86.0 1294 150.0 150.0 150.0 124.5 150.0 150.0 148.5 150.0 150.0 UI
UId
54' 72' 134.2 150.0 150.0 114.7 150.0 150.0 150.0 150.0 141.3 150.0 121.4 150.0 150.0 101.5 150.0- 150,0 81.5 122.3 150.0- 150.0 150,0 11&0 150.0 150.0 140.8 150.0 150.0 0. N O
6D' 129.4 150.0 150.0 110.6 1504 ib0.0 150.0 150.0 138,2 160.0 117.0 180.0 160.0 97.8 146.7 1504 78.6 117.9 150.0 150.0 150.0 113,8 160.0 150.0 135.8 150.0 150.0 J p V
66' 126.7 1 150.0 150.0 1083 150.0 150.0 150.0 150.0 133.4 150.0 114,6 150.0 150.0 95.8 143.7 150.0 77.0 115.5 150.0 150.0 150.0 111.4 150.0 1504 132.9 150.0 1504 0w pl
72" 125.8 150.0 150.0 107.6 150.0 150.0 150.0 150.0 132.4 150.0 113.$ 150.0 150.0 9&1 142.7 150.0 76,4 114.7 150.0 150.0 150.0 110.7 150.0 150.0 132.0 150.0 150.0 W lil
36' 137.2 150.0 150.0 117.3 150.0 150.0 150.0 150.0 1444 160.0 124.1 150.0 150,0 103.8 150.0 150.0 83.4 125.1 150.0 160.0 150.0 120.7 150.0 160.0 144.0 150.0 150.0 X 0 U.
42' 123.2 t50.0 150.0 105.4 150.0 150.0 150.0 150.0 129.7 150.0 111.5 150.0 150.0 93.2 139.8 150.0 74.9 112.3 149.8 150.0 150.0 108.4 150.0 150.0 129.3 150.0 150.0 ,0,+ n
48' 113.2 i50.0 150.0 98.8 14&2 150,0 138.8 150.0 119.2 150.0 102.4 150.0 150.0 85.6 12&4 1501) 85.8 103.2 137.6 138,8 150.0 99.5 149.4 150.0 118.8 150.0 150.0 V 0
54' 84' 105,9 150.0 150.0 90.6 135.9 150.0 129.9 150.0 111.5 150.0 95.8 143.7 150.0 80.1 120.1 150.0 64.4 98.8 128.7 129.9 150.0 93.2 139.8 150.0 111.2 150.0 150.0 jr
t9 Q
$Or 100.8 150.0 150.0 88.0 128.1 150.0 123.4 150.0 1 106.0 150.0 91.0 136.5 150.0 76.1 114.1 150.0 61.2 91.7 122.3 123.4 150.0 88.5 132.8 150.0 IO&S 150.0 150,0 t' d Q
86' 96,9 145.3 150.0 82.6 124.2 150.0 11&8 150.0 102,0 150.0 87,6 131.4 i50.0 73.2 109.9 146.5 58.9 88.3 117.7 11&8 1 150.0 85.2 127.8 150.0 101.6 150.0 150.0 0 � 1
72' -94.3 141.5 150.0 60.7 121.0 150.0 115.7 150.0 99.3 149.0 85.3 128.0 150.0 71.3 107.0 142.7 57.3 86.0 114.7 115.7 150.0 83.0 124.5 150.0 09.0- 148.5- 1 _ i1•.VL.�Q, _
38' 116.1 150.0 150.0 99.3 148.9 150.0 142.4 150.0 122.3 150.0 105.0 150.0 150.0 87.8 131.7 150.0 70.6 105.8 141.1 142.4 150,0 102.2 150.0 150.0 121.8 150.0 .0 Ill pp
42' 103.5 150.0 150.0 88.5 132,8 150.0 126.9 150.0 109.0 150.0 93.6 140.4 150.0 78,3 117.4 150.0 62.9 94.4 125.8 126.9 150.0 91.1 136.6 150.0 108.5 1 1600 V• z py
48' 94.3 141.5 150.0 80.7 121.0 150.0 11&7 150.0 99.3 149.0 85.3 128.0 150.0 71.3 107,0 142,7 57,3 88.0 114,7 115.7 150.0 83.0 124.5 150.0 99.0 5 150.0 J �ZZ7
54' 98' 87.5 131.2 150.0 74.8 112.2 149.6 107.3 160.0 92.1 138.2 79.1 118.7 150.0 66.2 99.2 132.3 53.2 79.8 108.4 107.3 180.0 77.0 115.5 148.4 137.7 150.0 Q 4J
60' 82.3 123.5 150.0 70.4 105.6 140.8 100,9 150.0 88.7 130.0 74.5 111.7 148.9 62.3 93.4 124.5 50.0 75.1 100.E 100.9 150.0 72.4 108.7 139.6 4 129.6 150.0' •
66' 78.4 117,6 150.0 67.0 100.5 134.1 96.1 144.2 82.6 123.8 70.9 108.4 141.9 59.3 88.9 118.6 47.7 71.5 95.3 96.1 144.2 69.0 1035 82.3 123.4 150.0 � • ••••••
72' 75.5 113.2 1504 64.5 96.8 129.1 92.5 138.8 795 119.2 68.3 102.4 136.5 57.1 85.6 114.1 45.9 68.6 91,7 92.5 138.8 56.4 99.8 0 79.2 118.8 150.0 •• • •• •� ••
38' 107.8 150.0 150.0 92.2 138.3 150.0 132.2 150.0 113.5 150.0 97.5 146.3 150.0 81.5 122.3 i50.0 53.5 98.3 131.0 132.2 150.0 94,9 150.0 113.1 150.0 150.0 •••• • ••••• •••• •
42' 95.8 143.7 150.0 81.9 122.0 150.0 117.5 150.0 100.9 150.0 88.7 130.0 150.0 72.5 108.7 144.9 58.2 87.4 116.5 117.5 150.0 84.3 26.5 150.0 100.6 150.0 150.0 •••• • • 1 • •
48' 87.1 1308 150.0 74.5 111.7 148,9 108.8 150.0 91.7 137.5 78.6 118.2 150.0 65.8 98.8 131.7 52.9 79.4 105.8 106.8 150.0 i 14.9 147.7 91.4 137.1 150.0 ••• r� •• •OMe ••••••
54' 102' 50,5 124.7 1500 68.8 103.3 137.7 98.7 148.1 84.8 127.1 72.8 109.2 t4&8 60.9 91.3 121.7 48.9 73.4 87.8 98.7 t48 70.8 108.2 138.5 84.5 126.7 150.0 •••
60' 7'5.5 113.2 150.0 64.5 96.8 129.1 92.5 138.8 79.5 119.2 68.3 102.4 136.5 57.1 85.6 114.1 45.9 88.8 Oil 925 66.4 99.6 128.0 79.2 118.8 150.0 J tv ••� ••:•••
66' 71.6 107.4 143.2 81.2 91.8 122.4 87.8 131.7 75.4 i 13.1 64.8 97.1 129.5 ".1 81.2 108.3 43.5 66,3 87.0 87 131.7 63.0 945 121.4 75.1 112.7 150,0 •••• •3 �}• v
72' 88.6 102.9 137.2 5B.7 88.0 117.3 84.1 12$.2 72.2 108.4 62.1 93.1 124.1 51.9 77.8 103.8 41.7 625 83.4 125.2 $0.4 90.5 116,4 72.0 10&0 144.0 •••• •0p 0 lY ••••••
x� •
ar 100.6 150.0 150.0 86.0 129.1 150.0 123.4 150.0 106.0 150.0 91.0 136.5 150.0 76.1 114.1 150.0 61.2 91.7 12 123.4 150.0 BBS 132.8 150.0 105.6 150.0 15D.0 • 0 •Z to• t4i ••
42' 89.2 133.8 150.0 76,3 114.4 150.0 109.4 150.0 94.0 140.9 80.7 121.1 150.0 67.5 101.2 134.9 54.2 81.3 .5 109.4 130.0 78.5 117.8 150.0 93.6 140.5 150.0 • •3 ••• • ••••••
48' 80.9 121.3 150.0 69.1 103.7 138.3 99.1 148.7 55.1 127.7 73.1 109.7 148,3 81.1 91.7 122.3 49.1 7 98.3 99.1 148.7 71.1 106.7 137.1 84.9 127.3 150.0 i • •� N • •
54' 108' 74.5 111.8 149.1 63.7 95.8 127.5 01.4 137.1 785 117.7 67.4 101.1 134.8 56.4 845 112.7 45.3 .0 90.6 91.4 137.1 65 6 98.4 128.4 78.2 117.3 150.0 •• X ' r • •
WED
60' 69.7 104.5 139.3 59.5 89.4 119,1 $5.4 128.1 73.4 110.0 63.0 945 126.0 52.7 79.0 105.4 63.5 84.7 85.4 12&1 61.3 91.9 118.2 73.1 109.7 146.2 ri 0 •1
86' 65.9 98.8 131.7 58.3 84.5 1 i 2.8 60,8 121.1 69.4 1 D4.0 59.6 89.4 119.2 49.5 74.7 99.6 .0 60.0 80.1 $0.8 121.1 $7.9 .86.9 111,7 69.1 103.7 138.2 O t7
72' 62.9 9413 125.6 53.8 80.7 107.6 77.1 115.7 66.2 99.3 58.9 85.3 113.11 47.6 71.3 38.2 67.3 76.4 77.1 11&7 55.3 $3.0 106.7 66.0 99.0 132.0 d Z Z
36" 94.3 141.5 150.0 80.7 121.0 150.0 115.7 150.0 99.3 149.0 65.3 128.0 150.0 71.3 107.0 2.7 57.3 86.0 114.7 115.7 150.0 83.0 124.5 150.0 99.0 148.5 150.0 ?�' 0 tp
42' 83.5 125.2 150.0 71.4 107.1 142.7 102.3 150.0 67.9 131.8 75.5 113.3 150.0 83.1 126.2 $0.7 78.1 101.5 102.3 150.0 73.4 110.2 141.6 87,0 131.4 150.0 _ O
48' 75.5 113.2 150.0 64.5 96.8 129.1 92.5 136.8 79.5 li9.2 68.3 102.4 136.5 57.1 .5 114.1 45.9 68.8 91.7 92.5 138.8 66.4 99.6 128.0 79.2 118.8 150.0 W (' ^0 S
54' 114' 69.4 104.1 138.8 $9.3 89.0 118.7 5&1 127.6 73.1 109,8 62.8 94.2 125.5 78.7 10510 42,2 63.3 84.4 $5.1 127.6 61.1 91.6 117.7 72.8 109.2 145.7 V) V
60' 84.7 97.0 129.4 55.3 83.0 110.6 79.3 119.0 6&1 102.2 58.5 67.8 117 48.9 73.4 97.8 39.3 59.0 78.6 79.3 119.0 58.9 85.4 109.7 67.9 101.8 135.8
86' 6110 91.5 122.0 52.1 78.2 1043 74.8 112.2 64.2 96.3 55.2 82.7 46.1 69.2 92.2 37.1 55.6 74.1 74.8 112.2 53.7 80.5 103.4 64.0 96.0 1284
72' 58.1 67.1 i i 6.1 49.8 74.5 99.3 71.2 106.8 81.1 91.7 52.5 7$ 105,0 43.9 855 87.8 35.3 52.9 70.5 71.2 106.8 51.1 76.6 98.5 60.9 91.4 121.8
36" 88.8 133.2 150.0 75.9 113.9 150.0 108.9 150.0 93.5 140.2 80.3 .5 150.0 67.1 100.7 134,3 54.0 80.9 107.9 108.9 150.0 78.1 117.2 150.0 93.2 139.8 150.0
42' 78.4 117.6 150.0 67.0 100.6 134.1 06.1 144.2 82.6 123.8 7 106.4 141.9 59.3 88.9 118.6 47.7 71.5 95.3 96.1 144.2 69.0 103.5 133.0 82.3 123.4 150.0
48' 70.8 106.1 141.5 60.5 90.8 121.0 86.6 130.1 74.5 111.8 0 98.0 120.0 53.5 50.3 107.0 43.0 64.5 86.0 8&8 130.1 62.3 93.4 120.0 74.3 111.4 148. E V)
54' 120' 64.9 97.4 129.8 58.5 83.3 111.0 79.8 119.4 88.4 1 58.7 88.1 117.4 49.1 73.8 9&2 - 39.5 50.2 78.9 79.6 119.4 57.1 85.7 110.1 68,1 102.2 13&3 CO 0 0 g 0
60' 60.4 90.6 120.7 51.6 77.4 103.3 74.0 111.0 63.6 4 54.6 81.9 109.2 45.7 69.5 91.3 3&7 55.0 73.4 74.0 111.0 53.1 79.7 102.4 63.4 95.0 126.7 m u C u
68' 68 8 $5.2 113.6 48.8 72 8 97.1 69.8 104.4 89.7 51.4 77.0 102.7 42 9 84,4 85.9 34.5 51.8 69,0 69.6 104.4 50.0 74,9 98 3 59.6 89.4 119.2 � 3 3
72' $3.9 80.0 107.8 46.1 69.1 92.2 66.1 99.1 .8 85.1 4&8 73.1 975 40.8 61.1 81.3 32.8 40.1 65.5 0&1 90.1 47,4 71,1 91.4 58.8 84.9 113.1
2, 3 OR 4 SCREWS ON EACH SIDE "LENGTH" FOR INTERMEDIATE g
OF MULLION REFER TO CHARTS 2, 3 OR 4 S ON EACH SIDE I FASTENER SPACING INTERPOLATION FROM THESE CHARTS 1S ALLOWED.
) OF MULL EFER TO CHARTS) l SEE SHEET 1 OF 9
iri g ' � 3 �
D D O N O O
•a � ogi3
'�W2*``� iv MULLION FASTENERS 6. c < m v c W
1 I USE SAME SPACINGS
_ AS ON SHEEP 1
FOR INTERMEDIATE - - - - - - - Engr. JAVAD AHMAD
FASTENER SPACING CiVIL PRIODUCTREVISED
SEE SHEET 1 OF FLA PE # 70592 83 complying with Ow Florida
= CAN. 3538 Building Code 1/1
MULLION Acceptance
W MULLION P, Imilon oece 20Jq
J �
M FASTENERSIL
SAME SPACINGS _ W 1 + W2 AY M1 1 Dade Product Can
drawing no.
AS ON SHEET 1 Width - 2 W08-95
- - TYPICAL ELEVsheets ofg),
DESIGN LOAD CAPACITY - PSF (MULLION) DESIGN LOAD CAPACITY - PSF (MULLION)
I" X 4" X 1/8" ALUM TUBE 2" X 6" X 1/8" ALUM TUBE "LENGTH'
I
' LAMINATED INSUL. LAM. LAMINATED 1NSUL. LAM. O0
WINDOW DIMS. GLASS GLASS WINDOW DIMS. GLASS GLASS j
WIDTH LENGTH EXT.(+) & INT.(-) EXT.(+) & INT.(-) WIDTH LENGTH EXT.(+) & INT.(-) EXT.(+) & INT-(-) w 19 a
72" 72" 100.0 80.0 84' 72' 100.0 100.0 Q III I
FOR INTERMEDIAT n.
36" 100.0 100.0 60' " 100.0 100.0 FASTENER SP
48" 84' 90.0 57.0 84" 96 75.0 75.0 SEE SHEET 9 0 s
e8' 59.0 37.0 60' 75.0 72.0 ANCHORS AT EACH SIDE
OF MULLION
108" p >`
72" 68.0 58.0 (2) FOR 1X4 TUBE _
ANY SIZE OR DESIGN LOAD LESS THAN CHART IS ALLOWED. 48• 75.0 68.0 (3) FOR 2X6 TUBE
60" 120" 60.0 51 Ao
7Y 49.0 36.0 0 IL 4cRi p
O ��r
_ ANY SIZE OR DESIGN LOAD LESS THAN CHART IS ALLOWED.
M ULLIO .J
ANCHOR TYPE 'D' OR 'E' ANCHOR TYPE V OR 'E'
Insulated laminated ; • ••••••
ss c •. . •• '
Insulated laminated --� shgloondition
own dotted. • •, '
glass condition ••• • .• •x *000:0
shown dotted. ,,, , , •
MULLION FASTENERS ."' ;', • •
1 USE SAME SPACINGS ••• ••,� ...•.
AS ON SHEET 1 •.•• w�i ••. •.i..'
• • 0
oz
.... oz ptL . ,•
c�i•.•.•
Unclipped Mullion TYPICAL ELEVATION ,o •=CV o •
(6063-T6) .. .w tR 1�, ;.•••;
PRPERTIES Ll- O N 5 M
= 12.2758 IN\a
TOTAL PRPERTIES Sx a 4.0919 IN\3 _ VNO + W2 Z z-J
Ix 6.0368 IN\4 Width -- 2 o
Sx = 2.6884 IN\3
W2 s w1 � a-o
T
Unclipped Mullion
(6063-T6)
tn
ANCHOR TYPE 'D' OR 'E' 8 " w
N � En
ANCHOR TYPE 'D' OR 'E' o H a
K z z
1' x 1/8" C
U ed Mullion g
63-T6) 8 o g
L I Q m U o w
TOTAL PRPERTIES Y
Ix = 11.9718 IN\4 _ __ _ Engr. JAVAD AHMAD _
TOTAL PRPERTIES T _ CML PRODUCT REVISED
Ix = 5.7328 IN\4 Sx a 3.9906 IN\3 FLA. PE J.70592 as complying with die Florida
Aa I
= CN. 538 Building Code
Acceptance No 1
Sx 2.6455 IN\3 5`0`312.t2 p
�. pirationDate �1 ! _
i
�.
Unclipped x Mullion � Dade Producx,Cottt�ol drawing no.
-_ - - (6063--T6) Y ' 20 W08-95
see 7. 0
I
DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF ALUMINUM BUCK FRAMING DETAILS y�V
ANCHOR TYPES ANCHOR TYPEANCHOR TYPES ANCHOR TYPE ANCHOR TYPES ANCHOR TYPE I1� ori
'WINDOW DIMS. 'A', 'B', 'AA', 'BB' 'BBB' WINDOW DIMS. 'A', 'B', 'AA', 'BB' 'BBB' WINDOW DIMS. 'A', 'B', 'AA', 'BB' 'BBB' �Y
DIM. 1 DIM. 2 AT 16' O.C. AT 8" O.C. AT 16" 04 DIM. 1 DIM. 2 AT 16" D.C. AT 8" O.C, AT 16" D.C. DIM. 1 DIM. 2 AT 16" O.C. AT 8' O.C.AT I6" O.C. Z
Insulated laminated J
30" 150.0 150.0 150.0 30' 150.0 150.0 119.8 30' 146.7 150.0 94.7 glass cond(tlon X14 SMS �p
38' 150.0 150.0 139.7 36' 150.0 150.0 104.8 36` 126.3 150.0 81.5 shown dotted. AT 6" FROM ENDS Q
I AND 24" O.C. MAX. a
42" 150.0 150.0 133.1 42" 146.5 150.0 94.8 42' 112.0 150.0 72.3
0
48' 150,0 150.0 131.0 Q. 135.3 150.0 87.3 48' 101.5 150.0 65.5
51' 150.0 150.0 116.4 51" 131.0 150.0 84.5 51' 97.3 150.0 62.8 i IL � �t
57" 48' 150.0 150.0 95.3 57' 78" 124.3 150.0 80.2 57' 108" 90.3 150.0 58.3 (n II fi �LLt
[al
60" 150.0 150.0 87.3 60 121.8 150.0 78.6 60" 87.4 150.0 56.4 a h
63' 150.0 150.0 100.8 63" 119.7 150.0 77.3 63" 84.9 150.0 54.8 v A `i
66" 150.0 150.0 93.6 66" 118.1 150.0 76.2 66" 82.7 150.0 53.4 N Q a 42
g
69 150.0 150.0 87.3 69 116.0 150.0 75.4 69" 80.7 149.9 52.1 \ �
72" 150.0 150.0 81.9 72" 116.0 150.0 74.9 72' 78.9 146.6 50.9 13ackbed - a 0'N -
30" 150.0 150.0 129.0 30' 150.0 150.0 109.4 3D' 150.0 150.0 101.6
sealant 0)u
4 O
36" 150.0 150.0 116.4 36" 147.6 150.0 95.3 36' 135.3 150.0 87.3 ° • "
42" 150.0 150.0 108.9 42' 132.6 150.0 85.6 42' 119.7 150.0 77.3 CONCRETE = 3000 d' a°. a
= I ^• '
Q. 150.0 150.0 104,8 1924
48' 121.8 150.0 78.8 48' 108.3 150.0 69.9 BLOCK °' ANCHOR TYPE 'AA', 'BB' OR '886' . •
51' 150.0 150.0 103.8 51' 117.8 150.0 75.9 51* 103.6 150.0 66.9 AT 8" FROM ENDS •••• •• • ••••:•
57" 54' 150.0 150.0 93.2 57' 84' 110.9 150.0 71.6 57' 114" 96.0 150.0 61.9 1/2" MIN. SEE CHART FOR SPACING • • ••
60` 150.0 1 150.0 84.7 60' 108.3 150.0 59.9 60" 92.8 150.0 59.9 EDGE DIST. ,..; • • `° • •
83' 150.0 150.0 97.0 63' 106.1 150.0 68.4 63" 90.0 150.0 58.1 •••. .• ••••••
66" 150.0 150.0 89.6 66" 104.2 150.0 67.3 66" 87.5 150.0 56.5jP
14 SMS ••• N ••, •'••••
69' 150.0 150.0 83.2 69" 102.7 150.0 66.3 69" 85.3 149.2 55.0 AT 6' FROM ENDS ••;• ;`� ,•• •'••••
••
72 150.0 150.0 77.8 72 10115 150.0 65.5 72' 83.3 145.7 53.7 AND 24' O.C. MAX. p Q • ••••••
30" 150.0 . 150.0 111.8 30' 150.0 150.0 100.6 30. 0 150.0 95.8 ! - :••: •Z o • ••
36" 150.0 150.0 99.8 36' 135.3 150.0 87.3 36" 127.4 150.0I • •••• ••••••
•
42" 142.8 150.0 92.1 42' 121.0 150.0 78.1 42" 112.5 150.0 72.8 N •••• w (/� M i••••
48' 135.3 150.0 87.3 48" 110.7 150.0 71.5 Q. 101.5 65.5 3N ;j
51" 1 132.9 150.0 85.8 51" 106.6 150.0 68.8 51" 97.0 50.0 62.6 \ O
57' 60" 130.2 150.0 84.1 57" 90' 100.1 150.0 64.6 57" 120" 150.0 57.9 IA a Z Z
6D" 129.9 150.0 63.8 60' 97.4 150.0 62.9 60" 6.6 150.0 55.9 v=i �_ 0=
63" 129.9 150.0 95.3 63" 95.2 150.0 61.4 63" 83.9 150.0_ 54.1 60 g
66' 129.9 150.0 87.3 66' 93.2 1 150.0 60.2 66" 81.5 150.0 52.6 U '-
69' 129.9 150.0 80.6 69" 91.6 1 150.0 59.1 79.3 148.6 51.2
72' 129.9 150.0 74.9 72" 90.2 1 150.0 58.2 72' 77.3 145.0 49.9 WOOD BUCK
30" 150.0 150.0 123.3 30' 150.0 150.0 1INTERPOLATION FROM THESE CHARTS IS ALLOWED WOOD STRUCTURES
36" 150.0 150.0 109.2 36' 145.7 150.0 4.1 W
Vl VI � N
42" 150.0 150.0 99.8 42' 129.9 15 83.8 y m
48" 145.0 150.0 93.6 Q. 118.4 0.0 76.4 1" MIN. ANCHOR TYPE 'A' OR '6' °r 9 _
W F
LW
51" 141.5 150.0 91.3 51' 11 150.0 73.5 VAT 6" FROM ENDS
57' 66" 136.8 150.0 86.3 57' 96" .4 150.0 68.6 SEE CHART FOR SPACING H a
60" 135.3 150.0 87.3 60" 103.3 150.0_ 66.7
63" 134.5 150.0 86.8 63" 100.7 150.0 65.0 TYPICAL INSTALLATION QEJAIL
66" 134.2 150.0 86.6 95.4 150.0 63.5 ON ALL FOUR SIDES
69' 134.2 150.0 79.4 9" 96.4 150.0 62.2 0 r
poFy � "ao
72' 134.2 150.0 73 72' 94.7 150.0 61.1 8 a o i3
N O Q dp U O W
30" 150.0 150.0 .3 30' 150.0 150.0 101.2 4.253 .845 C j
38' 150.0 150 97.0 36' 135.3 150.0 87.3
42' 136.5 .0 88.1 42' 120.3 150.0 77.6 1.270 .625 -.908- 065
48" 126. 150.0 81.9 48' 109.3 150.0 70.5065 - Engr. JACM AHMAD PRADUCT REVISED
51" 3 150.0 79.5 51' 104.9 150.0 67.7 FLA. PE / 70592 B complying with the Florida N '
T_ �T 1.125 CAN. 3538 Building Code
57' 72' 117.9 150.0 76.1 57' 102' 97.7 150.0 63.0 .500 562 Acceptance No 1FJ"OS«•I Y
60" 116.0 150.0 74.9 60' 94.7 150.0 61.1 .125 - i -. EX 'ration Date 1� $ g � 41
63" 114.6 150.0 73.9 63" 92.1 150.0 59.5 �.9031 MAY 1r� ay iS
113.6 150.0 73.3 66' 89.9 150.0 58.0 Mian'Dade Product Con1s drawing no.
69" 113.0 150.0 72.9 69' 87.9 150.0 1 5s.7 ALUMINUM BUCK OPTIONAL COVER W08-95
72' 112.8 150.0 72.8 72' .J 86.1 150.0 55.6 _ _ _ T 6063-T6 _ - _ 6063-T6 -
_ - - sheet 8 of-9:D - -
%MtnU
+.090 / I
Z R J
.090 Lj Q
io
0
m
h
V Q ei
0 Range Frame
/" 0& aa 1
°.00
4-090 Q lie a
ry --.a9a
O • ! •
U 171
Corner Isometrics of Flange Frame +•• oil
Equal Leg Frame • ij OC+ • � • •
..: i O t5...� •.�•••
•
f �
2.570
• �.•
I .255 + • cn :....:
-—y- •
oez �, 0 p 3 r7 a,
_ m
/ Z 2ii
/ 110
3 0
0 Glass Stop ® Standard Cover Q
r[25�Ln
/' N Uo� -
fA N_ UI U N
0 H W N
U,
Bili of Moterials o $
Item Part No. or Name Qty. Description Material Manufacturer / Supplier Remarks
CGI-700 Voris* Mein Frome (Flange) Aluminum
Custom Extruded for CGI Continuous on 4 sides p
Corner Isometrics of Equal Leg Frame N $ o g
O2 COI-703 Varies Main Frame (Equal Leg)
Aluminum
Custom Extruded for CGI Continuous on 4 sides m o w
�3 CGI-701 Varies Gloss Stop Aluminum Custom Extruded for CGI Continuous on 4 sides
6063-T6
Aluminum
4
CGI-702 Yariea Standard Cover Custom Extruded for CGI Continuous on 4 sides
_ __ _ -.. � _ _ _ _ _ .. 6083-T5 - _ -_ _ _ _ � _ Fsgr..JAVAD AHMAD - - - -
PRODUCT REVISED
OS Glass Stop Screw Varies #10 x 3/4' Hex Hd Solt Drilling Steel Varies at 6' from ends and 12' on center FLA ESL $12 us complying with ft Florida a I
C.A.N. Building C)de )Q�1G
GE-1200 or GE-2000 or ` s
© Varies Varies
DOW-995 General Electric or Dow Coming Structural Silicons Acceptance No
r-7
ration Dete 19
O CGI-382V Varies Gloss Stop Bulb Vinyl Custom Extruded
Lai
OAY
t3yFrame Screw B #12 x 1 1/4" Hex Hd SMS S/S Varies 2 per comer 15 Misr • adeproduet drawing n0.
W08-95
© - 2 Setting Block Epdm Vortes Durometer 65t5 Shore A _ sheet-9-of 9 -
