HomeMy WebLinkAboutCasement(1) M IAM INE 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.miamidade.gov/economy
CGI Windows and Doors,Inc.
3780 w. 103rd St.
Miami,FI. 33018
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 jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein and has been designed to comply with the Florida Building
Code,including the High Velocity Hurricane Zone.
DESCRIPTION: Series "238" Outswing Aluminum Casement Window-L.M.I.
APPROVAL DOCUMENT: Drawing No. CA238NOAl Rev A (former W98-100 Rev K), titled"Series-
238 Aluminum Casement Window (L.M.I.)", sheets 1 through 9 of 9 dated 05-22-20, prepared by
manufacturer, signed and sealed by Lynn Miller, 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
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.
his NOA revises NOA No. 17-0918.11 and consists of this page 1 and evidence pages E-1,E-2,E-3,E-4, E-5
and E-6,as well as approval document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda,P.E.
NOA No.20-0528.04
MIAMI•D®uNrir , �G ( , L� �� Expiration Date: October 26,2023
Approval Date: November 12,2020
Page 1
CGI Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. W98-100, titled "Series-238 Alum Outswing Casement Wdw. (L.M.I.)",
sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision J dated
04/10/15, 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(V and Super Spacer®
insulating glass spacer, prepared by Certified Test Laboratories, Test Report No.
CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E.
2. 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 7400 PVC project
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 Ramesh C. 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 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) Air Infiltration Test,per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked—up drawings and installation diagram of a series 318 outswing
aluminum casement window, prepared by Certified Testing Laboratories, Test Report
No. CTL-3009WB, dated 03/24/14, signed and sealed by Ramesh C. Patel, P.E.
(Submitted under NOA #14-0506.01)
i st-7 f. L J,
Ishaq I.Chanda,P.E.
Product Control Unit Supervisor
NOA No.20-0528.04
Expiration Date: October 26,2023
Approval Date: November 12,2020
E-1
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) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked—up drawings and installation diagram of an aluminum casement
window, prepared by American Test Lab of South Florida, Inc., Test Report No.
ATLSF-1109.01-12, dated 11/20/12, signed and sealed by Henry Hattem, P.E.
(Submitted under NOA #12-1220.14)
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) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked—up drawings and installation diagram of an aluminum casement
window, prepared by Hurricane Testing Lab., Inc., Test Reports No. HTL-0080-
0301-07 for specimen A and B, and HTL-0080-0905-07 for specimen B and C, dated
09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abraham, P.E.
(Submitted under NOA # 08-1010.02)
along with marked-up drawings and installation diagram of an aluminum casement
window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-
1003 and FTL-1041, dated 10/14/94, both signed and sealed by Yamil Kuri, P.E.
(Submitted under NOA #96-0417.03)
7. 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 an aluminum outswing
casement window,prepared by Hurricane Engineering & Testing, Inc., Test Reports
No. HETI-08-2143, HETI-08-2144, HETI-08-4287 and HETI-07-4298, dated
06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, P.E
(Submitted under NOA # 08-1010.02)
8. 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 an aluminum casement
window,prepared by Hurricane Test Laboratory, Inc., Test Reports No.
HTL-0080-0303-96 and HTL-0080-1107-98, dated 03/06/96 and 11/10/98, both
signed and sealed by Timothy S. Marshall, P.E.
(Submitted under NOA's #96-0417.03 and# 01-1002.03)
Ishaq I.Chanda,P.E.
Product Control Unit Supervisor
NOA No.20-0528.04
Expiration Date: October 26,2023
Approval Date: November 12,2020
E-2
CGI Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2010,
dated 4/24/14, prepared by Al-Farooq Corporation, signed and sealed by Javad
Ahmad, P.E. (Submitted under NOA #14-0506.01)
2. Glazing complies with ASTM E1300-09
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
"SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on
07/04/18.
2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their
"Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16.
3. 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.
4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA)
for their"Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on
05/21/16.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC- 511 Edition (2014), dated April
11, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
(Submitted under previous NOA #14-0506.01)
2. Proposal No. 13-1098 issued by the Product Control Section, dated October 02, 2013
and revised on February 24, 2014, signed by Manuel Perez, P.E.
(Submitted under previous NOA #14-0506.01)
3. Laboratory compliance letters for Test Reports No. HTL-0080-0301-07 for specimen
A and B and HTL-0080-0905-07 for specimen B and C, issued by Hurricane Test
Laboratory, Inc., dated 09/21/07 and 10/12/06, both signed and sealed by Vinu J.
Abraham, P.E.
(Submitted under NOA # 08-1010.02)
4. Laboratory compliances letters for Test Reports No. HETI-08-2143,
HETI-08-2144, HETI-08-4287 and HETI-07-4298, issued by Hurricane
Engineering & Testing, Inc., dated 06/27/08 and 07/17/08, all signed and sealed by
Candido F. Font, P.E.
(Submitted under NOA # 08-1010.02)
5. Laboratory compliance letters for Test Reports No. HTL-0080-0303-96 and
HTL-0080-1107-98, issued by Hurricane Test Laboratory, Inc., dated 03/06/96 and
11/10/98, both signed and sealed by Timothy S. Marshall, P.E.
(Submitted under NOA #96-0417.03 and 01-1002.03) St G7
Ishaq I.Chanda,P.E.
Product Control Unit Supervisor
NOA No.20-0528.04
Expiration Date: October 26,2023
Approval Date: November 12,2020
E—3
CGI Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
6. Laboratory compliance letters for Test Reports No. FTL-1003 and FTL-1041, issued
by Fenestration Testing Laboratory, Inc., dated 10/14/94,both signed and sealed by
Yamil Kuri, P.E.
(Submitted under NOA #96-0417.03)
7. 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.
G. OTHERS
1. Notice of Acceptance No. 14-0506.01, issued to CGI Windows & Doors, Inc. for their
Series "238" Outswing Aluminum Casement Window-L.M.I., approved on 06/26/14
and expiring on 10/26/18.
2. EVIDENCE SUBMITTED In PREVIOS SUBMITTAL
A. DRAWINGS
1. Drawing No. W98-100, titled "Series-238 Alum Outswing Casement Wdw. (L.M.I.)",
sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision K dated
08/30/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,
P.E.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
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
"SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on
07/04/18.
2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring
on 07/08/19.
3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company(MA)
for their"Saflex CP—Saflex and Saflex HP Composite Glass Interlayers with
PET Core" dated 09/07/17, expiring on 12/11/18.
4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company(MA)
for their"Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on
05/21/21.
lshaq 1.Chanda,P.E.
Product Control Unit Supervisor
NOA No.20-0528.04
Expiration Date: October 26,2023
E-4 Approval Date: November 12,2020
CGI Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, of complying with FBC 5' Edition (2014), with
FBC 6tn Edition (2017) and of no financial interest, dated August 30, 2017, issued by
Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
G. OTHERS
1. Notice of Acceptance No. 15-0512.19, issued to CGI Windows and Doors, Inc. for
their Series "238" Outswing Aluminum Casement Window - L.M.I., approved on
09/17/15 and expiring on 10/26/18.
3 New Evidence submitted
A. DRAWINGS
1. Drawing No. CA238NOAl Rev A(former W98-100 Rev K),titled"Series-238 Aluminum
Casement Window(L.M.I.)", sheets 1 through 9 of 9 dated 05-22-20,prepared by manufacturer,
signed and sealed by Lynn Miller,P.E.
B. TESTS
1. 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
along with marked-up drawings and installation diagram of all CGI Windows and Doors, Inc.
and PGT Industries, Inc., representative units listed below and tested to qualify Dowsil 791
and Dowsil 983 silicones,per Proposal #19-1155TP, prepared by Fenestration Testing
Laboratory, Inc., Test Reports No.:
CGI Windows and Doors Inc. test specimens:
FTL-20-2108.1, CGI SH360 Aluminum Single Hung Window (unit 1 in proposal) FTL-20-
2108.2, CGI CA238 Alum. Outswing Casement Window(unit 2 in proposal) FTL-20-2108.3,
CGI SGD560 Aluminum Sliding Glass Door(unit 3 in proposal) FTL-20-2108.4, CGI
PW410 Aluminum Fixed Window (unit 4 in proposal) and FTL-20-2108.5, CGI SH360
Aluminum Single Hung Window (unit 5 in proposal)all dated 08/24/20 and signed and sealed
by Idalmis Ortega, P.E.
PGT Industries,Inc. test specimens:
FTL-7897,PGT PW5520 PVC Fixed Window(unit 6 in proposal), dated 09/03/14
FTL-20-2107.1,PGT SGD780 Aluminum Sliding Glass Door(unit 7 in proposal) FTL-20-
2107.2, PGT CA740 Alum. Outswing Casement Window (unit 8 in proposal) FTL-20-
2107.3, PGT PW7620A Aluminum Fixed Window(unit 9 in proposal) and FTL-20-2107.4,
PGT PW7620A Aluminum Fixed Window (unit 10 in proposal) all dated 07/13/20 and
signed and sealed by Idalmis Ortega, P.E.
Ishaq I.Chanda,P.E.
Product Control Unit Supervisor
NOA No.20-0528.04
Expiration Date: October 26,2023
Approval Date: November 12,2020
E-5
CGI Windows&Doors,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 7tn
Edition (2020), dated 05/22/20, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-04, -09,-12 and-16.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayers", expiring on 07/04/23.
F. STATEMENTS
1. Statement letters of conformance to FBC 2020(7th Edition), dated 04/20/20, prepared,
signed& sealed by Lynn Miller, P. E.
2. Notification of Successor Engineer per the Florida Administrative Code Section 61G15-
27.001, notifying original engineer that the successor engineer is assuming full
professional and legal responsibility for all engineering documents pertaining to this
NOA, dated 06/12/20, signed and sealed by A. Lynn Miller, RE
G. OTHER
1. This NOA revises NOA#17-0918.11 and updates to FBC 2020, expiring 10/26/23.
2. RER Test proposals #19-1155 dated 01/10/20 approved by Ishaq 1. Chanda, P.E.
Ishaq I.Chanda,P.E.
Product Control Unit Supervisor
NOA No.20-0528.04
Expiration Date: October 26,2023
Approval Date: November 12,2020
E—6
NOTES:
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH WINDOW WIDTH
THESE WINDOWS ARE RATED FOR LARGE EDITION)/2020 (7TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
& SMALL MISSILE IMPACT. SHUTTERS ARE VENT WIDTH
NOT REQUIRED. 1 BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED WW-2
ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. D.L. OPG.
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S WW-7" 6" MAX. TYP.
INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. HEAD/SILL
CORNERS
1 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
6 ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO G
O 7 CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE II II N w
2017/2020 FLORIDA BUILDING CODE & ADOPTED STANDARDS. : z o _0
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE C I o w o
SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTUREcn
2 RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION
IY� RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED I—
_ REVISED FOR 2020 FBC,
SEPARATELY' AND TO BE REVIEWED BY BUILDING OFFICIAL. c� _
w_ U c� / ADDED ANCHOR TYPE &
3 `1 o= II i/ I) REFORMATTED. -JR-
F INSTRUCTIONS: USE CHARTS AS FOLLOWS. o z 3 J 3
5/15/20
STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. z_ > o SURFACE APPLIED
W I• I• HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. 3 FALSE M OPTIONAL
Ll
STEP 2 SEE CHARTS ON SHEETS 4 AND 5 FOR DESIGN LOAD CAPACITY OF DESIRED GLASSI N Q
SIZE/TYPE. Lo Waa
I. I. STEP 3 USING CHART ON SHEET 8 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN \ (D L i O
DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. I II w o (4
cv a}op O Q
STEP 4 IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON SHEET 9 TO DETERMINE CAPACITY. z o zz z
THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO (D v 1- �e M
STEP 5 Q o UMDJQ cv
_ = ENTIRE SYSTEM. I -� " o < Q
w FOR GLASS TYPES MULTI POINT LOCK B ( I 24" MAX. TYP. 00 z (o � U
_ _ MAXIM MULTI POINT LOCK 98 BY `INTERLOCK' ���iii AT HEAD/SILL ww V w 7 C9 J Q
o REFER TO 9A BY 'TRUTH' ALT. TO CAM LOCKS < w U 00 w 'ON
o w SHEETS 4 AND 5. ALT. TO CAM LOCKS TYPICAL ELEVATION a w U sMa
(FLANGE FRAME) o p cn rn
MAX. WDW. LOCK MAX. WDW. LOCK a r z " z
HEIGHT POINTS HEIGHT POINTS
X O
42" 2 38" 2 COD 1- L
o 63" 3 e 56" 3 c o z W 06
84" 4 74" 4 CAo j 024S
84" 5 CAM LOCKS •y 0 p LU J
9 2 LOCK POINTS CD z w
ALL SIZES ti Q Ww, U Z
cc z U) M M W aloes
SNUBBER B: 3 cn v LL � O o
AT IMPACT WINDOWS ONLY oO _A LU z Q 6 11 1 FOR MULLION/ O 6 0 10 0 0 _1 ja W LU
MULTIPLE UNITS 0°g p co O U
3 REFER TO U M = v a1111 •Jsap sauas
SEPARATE CGI o
2 MULLION NOA.
IV
kit
O7 = No. 55705 a
2 1/2227" 1" jFF
1 1 3 D.L. OPG. J j10 °. S ATE dd
17
GENERAL WINDOW SECTIONS VENT WIDTH /
FLANGE FRAME WINDOW WIDTH rr ONAk-
EXTERIOR A.LYNN MILLER,P.E.
P.E.#58705
THESE WINDOWS ARE RATED FOR LARGE
& SMALL MISSILE IMPACT. SHUTTERS ARE
NOT REQUIRED.
WINDOW WIDTH
MAXIM MULTI POINT LOCK
VENT WIDTH 9A BY 'TRUTH'
WW-1 1/2" ALT. TO CAM LOCKS
1A D.L. OPG. MAX. WDW. LOCK
WW-6 1/2" HEIGHT POINTS
OZ 6" MAX. TYP. 42" 2
6 A HEAD/SILL 63" 3
CORNERS o 84" 4
2 00
I El
O �I �� m X C�
X � SQ
<Z (n U o
W I �0 WO
c
W U (n Ii
C'
W I ( I t=9 X N N / I
\ Li
/. � MULTI POINT LOCK 04
O Y Q
W n-
i II �� II 9B BY 'INTERLOCK' Lo gab
o s s ALT. TO CAM LOCKS toi O
z W 0 3 SURFACE APPLIED J w N O w c
3 FALSE MUNTINS > N a}oa O Q
OPTIONAL MAX. WDW. LOCK z E � w O
�I HEIGHT POINTS z 0 ,r, z Z
38" 2 Q p v o umo a N
\ 56" 3 } J � o Q
uj o FOR GLASS TYPES, 0 74" 4 0 °z ( ; v
= REFER TO I I I I '� 84" 5 w
z J a � izv w CMa
z > SHEETS 4 AND 5. w o O
3 � o � � z 0)
B I 24" MAX. TYP. z O
LL
AT HEAD/SILL U)
TYPICAL ELEVATION c o Z w z0 N
cc 0(EQUAL LEG FRAME) CAM LOCKS y � o W U }aays
9 2 LOCK POINTS 0 H c z w Q W
ALL SIZES a, �e wf co U x Z
c� o �tyi
C.�_ ¢ Z U M CO J aloaS
lll
SNUBBER 1= 3 cn r LL uo U) 06 00
AT IMPACT WINDOWS ONLY O _rn W > N
6 11 FOR MULLION O g O 10 0 0-j j W J U
� coQo U) W
3 MULTIPLE UNITS, � M = v
REFER TO al}!1 asap sauas
SEPARATE CGI
2 MULLION NOA. o �s��i;tlrrrrr��
th �i
B ti> tL t PtSC ''.
B Z i�0. 58705
v
a
M 1A 2 1/2" -0
1 A 3 D.L. OPG. � t1
7 ) SATE
GENERAL WINDOW SECTIONS 2 VENT WIDTH 3/4"
EQUAL LEG FRAME /0NA '0 '
WINDOW WIDTH tfjjriilltltl\
EXTERIOR A.LYNN MILLER,P.E.
P.E.#58705
5 2.625- 2,075F-1*757
.768
1.000 1.307 .090 TYP.
1.875
2.625 U720
4 CORNER KEY 2215 2.465 L
1.438
13 0.062 THICK ALUMINUM .080 TYP.
rH
1.222
Oi FLANGE FRAME 02 VENT (5/16" LAM. GLASS)
.845 2.625
2.075 1.757
.065 � .768
60
25 90_� 0 TYP.
1.125 1.057 1.875
Li
2.625 5 CORNER KEY 2.465 720 )
0.060 THICK ST. STEEL 2.715 1.438
VENT CORNER 15 OPT. ALUM 080TYP• 4�-1.624
ALL FRAME AND VENT CORNERS TO BE BUCK COVER 1.757 1A EQUAL LEG 26 VENT INSUL. LAM. GLASS N Y Q
SEALED WITH GE SILPRUF OR EQUIV. OFRAME O ( ) u0
W
2.500 rn O
5 .090 TYP. 754 .753 W rn O U
.845 1.875 Z 2 C14* a}op W O
065 -1 5 } O Z -� Z
720 .383 .808 .830 -i N O �8 00
�- .830 �_ Q O M Q uMDJp N
q .562 1.438 I }
.617 m Z LL coo U
F�-1.436 b-1.347 .617 Imo- WW - W (�
3A SQUARE GLAZING STOP o- w v 0 W •oN
.125 2C VENT (7/16" LAM. GLASS) ( OGEE GLAZING STOP a ~o wElf
�Ma
14 ALUMINUM BUCK W o > � p
a � z6' Z
ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS O
/ 1 CGI-373 4 FLANGE FRAME 6063-T6 INDALEX OR EQUIV. = c z z m
1A CGI-397 4 EQUAL LEG FRAME 6063-T6 INDALEX OR EQUN. Ca
QO p Z ""IS2 CGI-378 4 VENT (5/16" LAM. GLASS) 6063-T6 INDALEX OR EQUN. M LLI
o O
2B CGI-381 4 VENT (INSUL. LAM. GLASS) 6063-T6 INDALEX OR EQUN. 3 o Z co 0 W U = z
/ 2C CGI-385 4 VENT (7/16" LAM. GLASS) 6063-T6 INDALEX OR EQUIV. R 0 1 0 o ao Q' aloa
13 3 CGI-375 4 OGEE GLAZING BEAD 6063-T5 INDALEX OR EQUIV. p,�_ ZQ = M N X S
LU
3A CGI-396 4 SQUARE GLAZING BEAD 6063-T5 INDALEX OR EQUIV. Eau do u- `° W °� 00
- N
4 4 .060 THICK CORNER KEY ALUMINUM - OO Q � Q
5 - 8 .060 THICK CORNER KEY ST. STEEL - FD Co QFl- o m U
FRAME CORNER 6 AP-425 AS READ. FRAME WEATHERSTRIPPING - SCHLEGEL APTUS U x
ALL FRAME AND VENT CORNERS TO BE a1}l ssaQ sauaS
7 Q250-K-190 AS READ. VENT WEATHERSTRIPPING - SCHLEGEL Q-LON
SEALED WITH GE SILPRUF OR EQUIV. t;t t s � r d;�
8 35-10-00-101 2/ VENT 4 BAR HINGE, AT TOP AND BOTTOM STEEL TRUTH, ATTACHED W/ (6) #8 X 3/8" SS SMS ; ,,,1 ///
9 24-13-00-202 2/ VENT FACE MOUNT LOCK STEEL TRUTH, ATTACHED W/ (2) #8 X 3/8" SMS
oti°� .`• f•1. '
9A - 1/ VENT MULTI POINT LOCK - TRUTH �
9B - 1/ VENT MULTI POINT LOCK - INTERLOCK
to 81f}7
10 - 2/ VENT .110 THICK LOCK KEEPER, AT FRAME JAMB FACING LOCK STEEL CGI, ATTACHED W/ (2) #10 X 3/8" SS SMS
Material Min. Fy Min. F. 11 - 1 OPERATOR (OPTIONAL) STEEL TRUTH, ATTACHED W/ (2) #8 X 3/8" SS SMS }
40
#14 SMS or Self-drilling Steel Screw, Gr 2 36 ksi 60 ksi 11A - 1 OPERATOR (OPTIONAL) STEEL INTERLOCK 11
114"Hilti Kwik-Con 11 157 ksi 163 ksi
12 30175 1 OPERATOR TRACK STEEL TRUTH, ATTACHED W/ (2) #8 X 3/8" SS SMS yr ' • CAT`OF �J
1/4"Elco UltraCon 155 ksi 177 ksi '•I�t r"°,``
13 - 2/ CORNER FRAME AND VENT ASSEMBLY SCREWS - #10 X 1-1/4" SS SMS { �.
1/4"D-T5 A UltraCuminuon+ 148 ksi 164 ksi 14 - - ALUMINUM BUCK 6063-T6 INDALEX OR EQUIV. � /()[VA .
6063 T5 Aluminum 16 ksi 22 ksi /1,1 1)1 1 1 1�1�'
A36 Steel 36 ksi 58 ksi 15 - - OPTIONAL ALUMINUM BUCK COVER 6063-T6 INDALEX OR EQUIV.
Gr.33 Steel Stud 33 ksi 45 ksi A.LYNN MILLER,P.E.
P.E.#58705
PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS
NO SHUTTERS REQUIRED NO SHUTTERS REQUIRED NO SHUTTERS REQUIRED
REFER TO SHEETS 6 THRU 9 FOR INSTALLATION DETAILS REFER TO SHEETS 6 THRU 9 FOR INSTALLATION DETAILS REFER TO SHEETS 6 THRU 9 FOR INSTALLATION DETAILS
WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '8' GLASS TYPE '6'
WIDTH HEIGHT EXT. (+) 1 NT. (-) EXT. (+) 1 NT. (-) EXT. (+) 1 NT. (-) WIDTH HEIGHT EXT. (+) 1 NT. (-) EXT. (+) 1 NT. (-) EXT. (+) 1 NT. (-) WIDTH HEIGHT EXT. (+) 1 NT. (-) EXT. (+) 1 NT. (-) EXT. (+) 1 NT. (-)
20" 110.0 194.3 110.0 195.0 110.0 195.0 20" 98.8 112.6 110.0 195.0 110.0 195.0 19-1/8" 110.0 195.0 110.0 195.0 110.0 195.0
24" 110.0 161.9 110.0 195.0 110.0 195.0 24" 85.8 95.4 110.0 195.0 110.0 120.0 26-1/2" 110.0 195.0 110.0 195.0 110.0 195.0
28" 110.0 138.8 110.0 195.0 110.0 195.0 28" 76.7 83.3 110.0 120.0 110.0 120.0 37" 26" 110.0 145.4 110.0 195.0 110.0 195.0
30" 36„ 110.0 129.5 110.0 1 195.0 110.0 195.0 1 30" 60„ 73.2 77.7 110.0 120.0 110.0 120.0 42" 1 110.0 128.1 110.0 1 195.0 * 110.0 195.0
32" 110.0 121.4 110.0 195.0 110.0 195.0 32" 70.2 72.8 110.0 120.0 110.0 120.0 19-1/8" 110.0 190.6 110.0 195.0 110.0 195.0
36" 107.9 107.9 110.0 195.0 110.0 195.0 36" 64.8 64.8 110.0 120.0 110.0 120.0 26-1/2" 38-3/8" 110.0 137.5 110.0 195.0 110.0 195.0
40" 97.1 97.1 110.0 195.0 110.0 120.0 40" - 60.0 60.0 60.0 60.0 37" 98.5 98.5 110.0 194.5 110.0 120.0
42" 92.5 92.5 110.0 120.0 60.0 60.0 42" - - 60.0 60.0 60.0 60.0 42" 86.8 86.8 110.0 120.0 110.0 120.0
20" 110.0 166.5 1 110.0 195.0 110.0 195.0 20" 86.7 86.7 110.0 195.0 110.0 195.0 19-1/8" 110.0 144.5 110.0 195.0 110.0 195.0
24" 110.0 138.8 110.0 195.0 110.0 195.0 24" 73.4 73.4 110.0 120.0 110.0 120.0 26-1/2" 99.7 104.3 110.0 195.0 110.0 195.0 BACKBE DIN &ADDED
50-5/8" � BACKBEDDING -JR-
28" 110.0 118.9 110.0 195.0 110.0 195.0 28" 64.2 64.2 110.0 120.0 110.0 120.0 37" 74.7 74.7 110.0 120.0 110.0 120.0 0
30" 42„ 110.0 111.0 110.0 195.0 110.0 195.0 30" 66" 60.6 60.6 110.0 120.0 110.0 120.0 42" 65.8 65.8 110.0 120.0 110.0 120.0 5/15/20
32" 104.1 104.1 110.0 195.0 110.0 120.0 32" 57.5 57.5 110.0 120.0 110.0 120.0 19-1/8" 96.7 104.2 110.0 195.0 110.0 195.0
36" 92.5 92.5 110.0 120.0 110.0 120.0 36" - - 60.0 60.0 60.0 60.0 26-1/2" 63" 74.9 77.9 110.0 120.0 110.0 120.0
40" 83.3 83.3 110.0 120.0 110.0 120.0 40" - - 60.0 60.0 60.0 60.0 37" 60.0 60.0 110.0 120.0 110.0 120.0 0 Q
N
42" 79.3 79.3 110.0 120.0 60.0 60.0 20 66.4 66.4 110.0 195.0 110.0 120.0 42" 1 - - 60.0 60.0 60.0 60.0 LO �aa
20" 110.0 145.7 110.0 195.0 110.0 195.0 24" 56.1 56.1 110.0 120.0 110.0 120.0 19-1/8" 63.0 63.0 110.0 195.0 110.0 120.0 uj
24" 110.0 121.4 110.0 195.0 110.0 195.0 28" 48.9 48.9 110.0 120.0 110.0 120.0 26-1/2" 74-1/4" 46.6 46.6 110.0 120.0 110.0 120.0 w 0') 0 Q
> M
28" 103.8 104.1 110.0 195.0 110.0 120.0 30" 72" 46.0 46.0 110.0 120.0 110.0 120.0 37" - - 59.8 59.8 59.8 59.8 Z Q u a}o4 01- O
Z 30" 48" 97.1 97.1 110.0 195.0 110.0 120.0 32" 43.6 43.6 110.0 120.0 110.0 120.0 37" 77" - - 56.3 56.3** 56.3'k 56.3** -j - N O e M
32" 91.1 91.1 110.0 120.0 110.0 120.0 36" - - 60.0 60.0 60.0 60.0 Q O M Q uMDJa N
.075" Saflex CP With PET Core >- -' o Q
36" 80.9 80.9 110.0 120.0 110.0 120.0 32" - - 60.0 60.0 60.0 60.0 3/16" HEATSTREN D m O o � 2 U
76" GLASS By 'Eastman Chemical Co.' p = LLi c4 U J
40" 72.8 72.8 110.0 120.0 110.0 120.0 36" - - 60.0 60.0 60.0 60.0 .090" Saflex Clear And Color Glass o w U 0 w >' 'ON
42" 69.4 69.4 110.0 120.0 60.0 60.0 20" 52.0 52.0 110.0 120.0 110.0 120.0 By 'Eastman Chemical Co.' a I- w2 CO
INTERLAYERS uJ o > O
20" 110.0 129.5 110.0 195.0 110.0 195.0 24" 43.8 43.8 110.0 120.0 110.0 120.0 �
.090" SentryGlas® � o a, 0 0')24" 98.0 107.9 110.0 195.0 110.0 195.0 28" 78" 38.1 38.1 110.0 120.0 110.0 120.0 By 'Kuraray America, Inc.' a Z v z O
28" 88.2 92.5 110.0 120.0 110.0 120.0 30" - - 110.0 120.0 60.0 60.0 a .090" Trosifol PVB L
30" 54" 84.4 86.3 110.0 1 120.0 110.0 120.0 32" - - 60.0 60.0 60.0 60.0 By 'Kuraray America, Inc.' c z Z d
32" 80.9 80.9 110.0 120.0 110.0 120.0 20" 41.5 41.5 110.0 120.0 110.0 120.0 _z N 3/16" HEAT STREN'D GLASS y > }aays
36" 71.9 71.9 110.0 120.0 110.0 120.0 24" 34.9 34.9 110.0 120.0 110.0 120.0 •y ca Cp O W > U)
40" 64.8 64.8 110.0 120.0 110.0 120.0 28" 84" - - 110.0 120.0 54.5 54.5 a 0 CIDy o z w Q p �
SILICONES: w00
Z
42" 61.7 61.7 110.0 120.0 60.0 60.0 30" - - 51.2 51.2 51.2 51.2 GE-1200, DOW 791, R = 12 0 F- 0 0 a o0
32" - - 48.3 48.3 48.3 48.3 899, 983, OR 995 o"�u� zQ ~ CO rn N 06E co S
00
1/8" ANN. GLASS .090" Saflex Clear And Color Glass 7/16" NOMINAL O r =d' LLI U) co
.075" Saflex CP With PET Core O� Q LO Q
By 'Eastman Chemical Co.' B 'Eastman Chemical Co.' GLASS TYPE 6 a o w W
INTERLAYERS Y a o CO Q o U) U U
.090" Trosifol PVB 3/16" ANN. GLASS .090" Saflex Clear And Color Glass 0 M = `✓
By 'Kuraray America, Inc.' By 'Eastman Chemical Co.' al}}l �sa4 sauaS
INTERLAYERS NOTES:
.090" SentryGlas® GLASS CAPACITIES ON THIS SHEET ARE
1/8" ANN. GLASS
By 'Kuraray America, Inc.' BASED ON ASTM E1300-09 3 SEC. �e\��j�;1ILY�t`�,A���''�>
.090" Trosifol PVB GUSTS) AND FLORIDA BUILDING COMMISSION
By 'Kuraray Ameica, Inc.' DECLARATORY STATEMENT DCA05-DEC-219 �i�``'` �f
SILICONES:
GE-1200, DOW 791, 3/16" ANN. GLASS LOAD/AREA LIMITS Q No, 58705 -
899, 983, OR 995 SQUARE BEAD OPTIONAL FOR +110.0, -120.0 PSF = 16.34 SQ. FT. "
( R
SILICONES: ALL GLASS TYPES FOR +1 10.0, -195.0 PSF = 10.00 SQ. FT. _
GE-1200, DOW 791, S�
5/16" NOMINAL Sss, 983, OR ss5 n� *LIMIT MAX. LOADS TO 171.0� PSF WHEN MULTI f0 s uE f= y
.
I- _� POINT LOCK BY INTERLOCK s6 IS USED. P1��
GLASS TYPE 2, �, z.....• C> ,�
7/16" NOMINAL **SIZE 37" X 77" APPLICABLE TO FLANGE '`f ` '
ri 0r�'�AL
GLASS TYPE `3' FRAMES ONLY SEE SHEET 1. A�.1LYNNUILL.ER,P.E.
P.E.#58705
PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS
NO SHUTTERS REQUIRED NO SHUTTERS REQUIRED NO SHUTTERS REQUIRED
REFER TO SHEETS 6 THRU 9 FOR INSTALLATION DETAILS REFER TO SHEETS 6 THRU 9 FOR INSTALLATION DETAILS REFER TO SHEETS 6 THRU 9 FOR INSTALLATION DETAILS
WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE %A' WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A'
WIDTH HEIGHT EXT. (+) 1 NT. (-) EXT. (+) 1 NT. (-) WIDTH HEIGHT EXT. (+) 1 NT. (-) EXT. (+) 1 NT. (-) WIDTH HEIGHT EXT. (+) 1 NT. (-) EXT. (+) 1 NT. (-)
20" 110.0 194.3 110.0 195.0 20" 98.8 112.6 110.0 195.0 19-1/8" 110.0 195.0 110.0 195.0
24" 110.0 161.9 110.0 195.0 24" 85.8 95.4 110.0 120.0 26-1/2" 26" 110.0 203.0 110.0 195.0
28" 110.0 138.8 110.0 195.0 28" 76.7 83.3 110.0 120.0 37" 110.0 145.4 110.0 195.0
30" 36„ 110.0 1 129.5 110.0 195.0 1 30" 60" 73.2 1 77.7 110.0 1 120.0 42" 1 110.0 128.1 110.0 195.0
32" 110.0 121.4 110.0 195.0 32" 70.2 72.8 110.0 120.0 19-1/8" 110.0 190.6 110.0 195.0
36" 107.9 107.9 110.0 195.0 36" 64.8 64.8 110.0 120.0 26-1/2" 110.0 137.5 110.0 195.0 *LIMIT MAX. LOADS TO
40" 97.1 97.1 110.0 120.0 40" 60.0 60.0 - - 37" 38-3/$" 98.5 98.5 110.0 120.0 171.0 PSF WHEN MULTI
42" 92.5 92.5 110.0 120.0 42" 60.0 60.0 - - 42" 86.8 86.8 110.0 120.0 POINT LOCK BY
20" 110.0 166.5 110.0 _ 195.0 20" 86.7 86.7 110.0 169.0 19-1/8" 110.0 144.5 110.0 195.0 `INTERLOCK' s6 IS USED.
24" 110.0 138.8 110.0 195.0 24" 73.4 73.4 110.0 120.0 26-1/2" 50-5/8" 99.7 104.3 110.0 195.0 REFORMATED &ADDED
**SIZE 37" X 77" BACKBEDDING - JR-
28" 110.0 118.9 110.0 195.0 28" 64.2 64.2 110.0 120.0 37" 74.7 74.7 110.0 120.0 0
30" 110.0 111.0 110.0 195.0 30" 66" 60.6 60.6 110.0 118.2 42" 65.8 65.8 110.0 120.0 APPLICABLE TO FLANGE 5/15/20
42" FRAMES ONLY SEE
32" 104.1 104.1 110.0 120.0 32" 57.5 57.5 110.0 112.2 19-1/8" 96.7 104.2 110.0 195.0 SHEET 1.
36" 92.5 92.5 110.0 120.0 36" 60.0 60.0 - - 26-1/2" 63" 74.9 77.9 110.0 120.0
40" 83.3 83.3 110.0 120.0 40" 1 60.0 60.0 - - 37" 60.0 60.0 110.0 117.0 O Y Q
N
42" 79.3 79.3 110.0 120.0 20" 66.4 66.4 110.0 120.0 42" 60.0 60.0 - - LO �aa
20" 110.0 145.7 110.0 195.0 24" 56.1 56.1 109.3 109.3 19-1/8" 63.0 63.0 110.0 120.0 O
24" 110.0 121.4 110.0 195.0 28" 48.9 48.9 95.3 95.3 26-1/2" 74-1/4" 46.6 46.6 90.9 90.9 g O Q
72" c14 a}oa
28" 104.1 104.1 110.0 120.0 30" 46.0 46.0 89.8 89.8 37" 59.8 59.8 - - z o O� 0
30" 48" 97.1 97.1 110.0 120.0 32" 43.6 43.6 85.0 85.0 37" 77" 56.3** 56.3* - - N O 8 00
32" 91.1 91.1 110.0 120.0 36" 60.0 60.0 - - 075" Saflex CP With PET Core m O � o < uMDJp U 36" 80.9 80.9 110.0 120.0 32" 76" 60.0 60.0 - - By Eastman Chemical Co.' p Z m U J
40" 72.8 72.8 110.0 120.0 36" 60.0 60.0 - - .090" Saflex Clear And Color Glass U U o ' o
42" 69.4 69.4 110.0 120.0 20" 52.0 52.0 101.3 101.3 1/8" TEMP. GLASS > Q � Z 'T w Ohio
By Eastman Chemical Co.' n. UJ
INTERLAYERS W O > 0
20 110.0 129.5 110.0 195.0 24" 43.8 43.8 85.4 85.4 ti p 00
78" AIR SPACE .090" SentryGlas� a o z rn Z
24" 98.0 107.9 110.0 195.0 28" 38.1 38.1 74.3 74.3 By 'Kuraray America, Inc.' z O
28" 92.5 92.5 110.0 120.0 32" 60.0 60.0 - 1/8- TEMP. GLASSL .090" Trosifol PVB V � N
LO
30" 54" 84.4 86.3 110.0 120.0 20" 41.5 41.5 80.8 80.8 By 'Kuraray America, Inc.' ;` Z IZ d
32 80.9 80.9 110.0 120.0 24" 34.9 34.9 68.0 68.0 1/8" TEMP. GLASS c p v� 5 }aayS
36" 71.9 71.9 110.0 120.0 28" 84" 54.5 54.5 - - 'a 0a z o 0O U)
40" 64.8 64.8 110.0 120.0 30" 51.2 51.2 - - SILICONES: W CD w Q p H
42" 61.7 61.7 110.0 120.0 32" 48.3 48.3 - - GE-1200, DOW 791, 31 � U Z z
899, 983, OR 995 R M � o 00 a Do
QCtQy Q = Mo N I S
.075" Saflex CP With PET Core XL EDGE SPACER E u- � °5
By 'Eastman Chemical Co.' ST. STEEL BY 'CARDINAL' SETTING BLOCKS 00
O M ram', LLI N
.090" Saflex Clear And Color Glass OR 2/ LITE o w Lo W Q
1/8" ANN. GLASS By 'Eastman Chemical Co.' DURASEAL BY QUANEX' EPDM ¢ o W U
INTERLAYERS OR 3�4" DUROMETER 85±5 v�� a:AIR SPACE .090" SentryGlas® INSULATED ,SUPER SPACER BY 'QUANEX' GLASS TYPE 'ED aI}� asa4 sauaS
By `Kuraray America, Inc.' SQUARE BEAD
OPTIONAL oo�tltltlr,=tt
090" Trosifol PVB = , } re r
1/8" TEMP. GLASS ALL GLASS TYPES 1 Y i
By `Kuraray America, Inc.
XL EDGE SPACER w
1/$" ANN. GLASS NOTES:
ST. STEEL BY 'CARDINAL' m GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM
OR SILICONES: U) E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING `° N ' 0 r
DURASEAL BY `QUANEX' GE-1200, Dow 791, g COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 -
OR 899, 983, OR 995 a
SUPER SPACER BY `QUANEX'
SETTING BLOCKS
LOAD/AREA LIMITS
2/ LITE L IFOR +1 10.0, 120.0 PSF = 16.34 SQ. FT.EPDM
3/4" INSULATED DUROMETER 85t5 FOR +110.0, -195.0 PSF = 10.00 SQ. FT. 'Fey C),NAL0'%0000`
GLASS TYPE '2A' A.LYNN MILLER,P.E.
P.E.#58705
INSTALLATION CONDITIONS FLANGE FRAME (APPLIES TO ALL FOUR SIDES)
FOR ANCHOR PERFORMANCE VALUES SEE SHEET 8 TYPICAL ANCHORS
SEE ELEV. FOR SPACING
SEE SHEET 8 FOR DESCRIPTION
METAL
TYPICAL ANCHORS TYPICAL ANCHORS STRUCTURES
SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING 1/8" THK. MIN.
SEE SHEET 8 FOR DESCRIPTION SEE SHEET 8 FOR DESCRIPTION
1.375
SEALANT SEALANT
X
.00
ad. z v \N 2.125 cd• z v �N 2.125 o
v a __j .0
MIN.
a 1" MIN WOOD BUCK TYPE '1' vQ 1" MIN WOOD BUCK TYPE '2'
MATERIAL: PRESSURE TREATED MATERIAL: PRESSURE TREATED
BUCK INSTALLATION BY OTHERS ATTACHMENT TO
2-1/2" MIN. 2-1/2" MIN. BUCK INSTALLATION BY OTHERS o Y Q
METAL STRUCTURES
INSTALLATION TYPE '1' INSTALLATION TYPE '2' r ^aa
TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL 1/8" MIN. -j � o O
ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS Z > aLu oo O O
SEE ELEV. FOR SPACING z w Z
SEE SHEET 8 FOR z
F-1DESCRIPTION J¢ O v umo a N
oZ � � F- :
w = ui 0
TYPICAL ANCHORS TYPICAL ANCHORS w w U 000 w °N
SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING I a z
SEE SHEET 8 FOR DESCRIPTION SEE SHEET 8 FOR DESCRIPTION I w j O E'
a0z6' Z UjLL
rn
1.375 I 3: ZO O
SEALANT b SEALANT L = C z W
ATTAC H M ENT TO w 0 1=1 �; � z }gays
o o APPROVED MULLIONS y z 0 w Q Ov ~
�, z
= U
�N �N C C s Z M 00 ce) O aroas
I= ¢ I=— J0) N J
aa. v 2.875 Q` a 2.125 ALUM CHANNEL O Q a; LLI N
c c o o a v a MIN. 3/4 X 1 X 3/4" X 1/8" 0 w �n w U) Q
� vQ'. • . . aQ-. • o � �ci W U
WOOD BUCK TYPE '3' WOOD BUCK TYPE '4' 2-1/2" LONG E ti a o z
' 4 a AT ANCHOR LOCATIONS � M =
MATERIAL: PRESSURE TREATED MATERIAL: PRESSURE TREATED ap l 'osaQ sauas
1" MIN. BUCK INSTALLATION BY OTHERS 1" MIN. BUCK INSTALLATION BY OTHERS R\'i% III
YN
INSTALLATION TYPE 3 INSTALLATION TYPE 4 ti ; . , N, r� dP
TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL
ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD = N'o. 5 70
ALT. ANCHOR LOCATION Z(�••� ��
STATE C
WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN WITH SHEAR CLIP
LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER `°'
THEM TO THE BUILDING STRUCTURE.
A.LYNN MILLER,P.E.
P.E.#58705
INSTALLATION CONDITIONS EQUAL LEG FRAME (APPLIES TO ALL FOUR SIDES
FOR ANCHOR PERFORMANCE VALUES SEE SHEET 8
TYPICAL ANCHORS TYPICAL ANCHORS
SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING
SEE SHEET 8 FOR DESCRIPTION SEE SHEET 8 FOR DESCRIPTION
TYPICAL ANCHORS
1.375 SEE ELEV. FOR SPACING
SEE SHEET 8 FOR DESCRIPTION
o METAL
STRUCTURS
n /8" THK E MIN.
cl��
a t' z a � 2.125 a d• Z' a s cn 2.125
vQ.c' v . 'a a' v . 'a MIN. :�
a 1" .MIN. WOOD BUCK TYPE '1' vQ
a 1" -MIN.- WOOD BUCK TYPE '2'
MATERIAL: PRESSURE TREATEDMATERIAL: PRESSURE TREATED
2-1/2" MIN. BUCK INSTALLATION BY OTHERS 2-1/2" MIN. BUCK INSTALLATION BY OTHERS
C) Y Q
INSTALLATION TYPE '1' INSTALLATION TYPE '2' Lo ^aa
w
TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL N J O
co
ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDESfUSING WOOD \ z cn ao° O O
0
z -, z
00
ATTACHMENT TO Q °o � Mo N
°
METAL STRUCTURES o o v
TYPICAL ANCHORS TYPICAL ANCHORS w W U CO w ON
SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING � I— w i °M°
SEE SHEET 8 FOR DESCRIPTION SEE SHEET 8 FOR DESCRIPTION > 0 W
1/8" MIN. a z °' z Uj
LL
1.375 TYPICAL ANCHORS z0 O
FSEE ELEV. FOR SPACING = c z W
SEE SHEET 8 FOR DESCRIPTION
y 2 z }aa4s
W 0 O
Q O O ( I h 0 Z_ W Q z z
In _ ,n c � oo oo U O
W
00
� XI Q O w Zty) � M M
a c wok co W J M
a' 2.875 _I Q 2.125 I 0 = rn Q CV
Q a v a s Q 1 a v ` d L
I O �2Q n F-
v Q .�• v Q MIN. J 0 0� in W Z U
4 ' • WOOD BUCK TYPE '3'. o WOOD BUCK TYPE '4' ��11 ATTACHMENT TO c� ¢ o cA z
M
a APPROVED MULLIONS " `" = v aW1 "asa° sauaS
MATERIAL: PRESSURE TREATED MATERIAL: PRESSURE TREATED
1" MIN. BUCK INSTALLATION BY OTHERS 1" MIN. BUCK INSTALLATION BY OTHERS
INSTALLATION TYPE '3' INSTALLATION TYPE '4'
TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL
ON ALL FOUR SIDES USING WOOD ON ALL FOUR SIDES /USING WOOD °
. `I E F
WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN
LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER
THEM TO THE BUILDING STRUCTURE.
A.LYNN MILLER,P.E.
P.E.#58705
PERFORMANCE VALUES OF INSTALLATION ANCHORS PERFORMANCE VALUES OF INSTALLATION ANCHORS PERFORMANCE VALUES OF INSTALLATION ANCHORS
REFER TO SHEETS 6 & 7 FOR DETAILS REFER TO SHEETS 6 & 7 FOR DETAILS REFER TO SHEETS 6 & 7 FOR DETAILS
ANCHORS W/O SHEAR CLIP ANCHORS WITH SHEAR CUPANCHORS W/O SHEAR CLIP ANCHORS WrM SHEAR CLIP ANCHORS W/O SHEAR CLIP ANCHORS WITH SHEAR CLIP
WINDOW DIMS. WINDOW DIMS. WINDOW DIMS.AT 17" O.C. AT 10" O.C. AT 17" O.C. AT 10" O.C. AT 17" O.C. AT 10" O.C. AT 17" O.C. AT 10" O.C. AT 17" O.C. AT 10" O.C. AT 17" O.C. AT 10" O.C.
WIDTH HEIGHT EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) WIDTH HEIGHT EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) WIDTH HEIGHT EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-)
20" 195.0 195.0 154.8 195.0 20" 195.0 195.0 129.0 180.6 19-1/8" 195.0 195.0 149.4 195.0
24" 195.0 195.0 129.0 172.0 24" 187.5 195.0 107.5 150.5 26-1/2 26" 195.0 195.0 107.8 161.8
28" 192.9 195.0 110.6 147.4 28" 72" 160.7 195.0 92.1 129.0 37" 195.0 195.0 77.2 115.9
30" 36" 180.0 195.0 103.2 137.6 30" 150.0 195.0 86.0 120.4 19-1/8" 195.0 195.0 151.9 195.0
32" 168.8 195.0 96.8 129.0 32" 140.6 195.0 80.6 112.9 26-1/2 38-3/8" 191.2 195.0 109.6 146.1
36" 150.0 195.0 86.0 114.7 36" 1 125.0 175.0 71.7 100.3 37" 1 136.9 182.6 78.5 104.7
40" 135.0 180.0 77.4 103.2 32" 133.2 195.0 76.4 122.2 19-1/8" 195.0 195.0 153.5 191.9
42" 128.6 171.4 73.7 98.3 36" 76 118.4 189.5 67.9 108.6 26-1/2 50-5/8" 193.2 195.0 110.8 138.5
20" 195.0 195.0 132.7 176.9 20" 195.0 195.0 119.1 190.5 37" 1 138.4 173.0 79.3 99.2 REFORMATED &ADDED
24" 192.9 195.0 110.6 147.4 24" 173.1 195.0 99.2 158.8 19-1/8" 195.0 195.0 123.3 195.0 o ANCHOR TYPE - JR-
28" 165.3 195.0 94.8 126.4 28" 78" 148.4 195.0 85.1 136.1 26-1/2 63" 155.3 195.0 89.0 155.8 0/15/20
30" 42„ 154.3 195.0 88.5 117.9 30" 138.5 195.0 79.4 127.0 37" 111.2 194.6 63.8 111.6
32" 144.6 192.9 82.9 110.6 32" 1 129.8 195.0 74.4 119.1 42" 98.0 171.4 56.2 98.3
36" 128.6 171.4 73.7 98.3 20" 195.0 195.0 132.7 195.0 19-1/8" 195.0 195.0 130.8 195.0
0 Y Q
40" 115.7 154.3 66.3 88.5 24" 195.0 195.0 110.6 165.9 26-1/2 74-1/4" 164.7 195.0 94.4 151.1
Lo
42" 110.2 146.9 63.2 84.2 28" 84" 165.3 195.0 94.8 142.2 37" 117.9 188.6 67.6 108.1 Lu r
na
io O
20" 195.0 195.0 154.8 193.5 32" 154.3 195.0 88.5 132.7 1 > rn O co
O Q
24" 195.0 195.0 129.0 161.3 z Fx Q a}op � O
28" 192.9 195.0 110.6 138.2 >- } � p azp
30" 180.0 195.0 103.2 129.0 'IT p co
TYPICAL ANCHORS: SEE ELEV. FOR SPACING Q O M ¢ _
32" 48" 168.8 195.0 96.8 120.9 is O L o U
36" 150.0 187.5 86.0 107.5 1/4" DIA. KWIK-CON II BY 'HILTI' (Fu=163 KSI, Fy=157 KSI) oz
U U d w J 'ON
40" 135.0 168.8 77.4 96.8 (Fu=177 KSI, F =155 KSI Q H 2 v
1 /4" DIA. ULTRACON BY 'ELCO' y- ) co
w o W O �Ma
42" 128.6 160.7 73.7 92.1 1/4" DIA. ULTRACON+ BY 'DEWALT'(Fu=164 KSI, Fy=148 KSI) a z °�.' Q
20" 195.0 195.0 137.6 195.0 U-
24" 195.0 195.0 114.7 172.0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 3: O
28" 171.4 195.0 98.3 147.4 1-1/2" MIN. PENETRATION INTO WOOD ca z z 00
c o
30" 160.0 195.0 91.7 137.6 cc o vj LLJ }aayS
54" THRU 1 BY BUCKS INTO CONC. OR MASONRY y o 2
32" 150.0 195.0 86.0 129.0 'y "' O LLl
1-1/4' MIN. EMBED INTO CONC. OR MASONRY ca en U) a U)
36" 133.3 195.0 76.4 114.7 IY H o z w Q
40" 120.0 180.o s8.8 1o3.z DIRECTLY INTO CONC. OR MASONRY s c W M 06
z
„ m 'O o alDos
1-1/4 MIN. EMBED INTO CONC. OR MASONRY CL c `�` z m M M cn
42" 114.3 171.4 65.5 98.3 � •- ¢ � J CVLo
�
20" 195.0 195.0 123.8 185.8 (ULTRACON+ ANCHORS MAY NOT BE USED WITH THE SHEAR CLIP) - w o w O00
24" 180.0 195.0 103.2 154.8 O >y ¢ Lo 0Y U N
28" 154.3 195.0 88.5 132.7 14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) � Q o Q U
30" 144.0 195.0 82.6 123.8 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") o(a 5 ' = v al}tl asaQ sauas
32" 60" 135.0 195.0 77.4 11s.1 ANCHORS WITH SHEAR CLIP INTO METAL STRUCTURES
(MAY NOT BE USED WITH `} d 2
36" 120.0 180.0 68.8 103.2 ULTRNOT B ANCHORS) STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.)
40 108.0 162.0 61.9 92.9 ALUMINUM 1/8 THK. MIN. (6063-T5 MIN.)
STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED
42" 102.9 154.3 59.0 88.5 ( )
20" 195.0 195.0 140.7 584-05
TYPICAL EDGE DISTANCE
24" 195.0 195.0 117.3 164.2
INTO CONCRETE AND MASONRY = 2-1/2" MIN.
28" 175.3 195.0 100.5 140.7 ANCHORS W/O SHEAR CLIP INTO WOOD STRUCTURE = 1" MIN. S
30" 66" 163.6 195.0 93.8 131.3
32" 153.4 1s5.o 88.0 123.1 INTO METAL STRUCTURE = 3/4" MIN. ®�,�'• jAT� cI `~
P °• {"R! , -Nvim
36" 136.4 190.9 78.2 109.5 CONCR HOLLOW/FILLED HEAD,
SILL OR
AT V = 300 PSI
PSI MIN.
40" 122.7 171.8 70.4 98.5
/ liid4j
A.LYNN MILLER,P.E.
P.E.#58705
PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES ALUMINUM BUCK FRAMING DETAILS
OF ALUMINUM BUCK OF ALUMINUM BUCK OF ALUMINUM BUCK REFER TO SHEETS 4 THRU 8 FOR WINDOW CAPACITIES
INSTALLATION ANCHORS INSTALLATION ANCHORS INSTALLATION ANCHORS USE LOWER APPLICABLE VALUES.
WINDOW DIMS. EXT.(+) INT.(-) WINDOW DIMS. EXT.(+) INT.(-) WINDOW DIMS. EXT.(+) INT.(-)
WIDTH HEIGHT WIDTH HEIGHT WIDTH HEIGHT
20" 110.0 195.0 20" 110.0 154.5 19-1/8" 110.0 195.0
24" 110.0 195.0 24" 97.0 120.0 26-1/2" 26" 110.0 195.0
28" 110.0 186.5 28" 86.0 117.9 37" 110.0 184.2 #14 SMS
30" 36„ 110.0 182.4 30" 72" 81.7 112.0 1 42" 1 110.0 152.4 AT 6" FROM ENDS
32" 110.0 179.5 32" 77.9 106.9 19-1/8" 110.0 195.0 17" O.C. MAX. AT JAMBS
24" O.C. MAX. AT HEAD/SILL
36" 110.0 177.3 36" 1 60.0 60.0 26-1/2" 38-3/8„ 110.0 172.6 uQ
40" 105.8 145.1 20" 105.8 120.0 37" 110.0 156.3
42" 97.0 120.0 24" 90.9 120.0 42" 95.7 120.0 x
20" 110.0 179.5 28" 80.5 110.3 19-1/8" 110.0 195.0 REFORMATED &ADDED
24" 110.0 159.6 30" 76" 76.3 104.7 26-1/2" 50-5/8" 110.0 154.7 V) x N ANCHOR TYPE - JR-
28" 106.9 146.6 32" 60.0 60.0 37" 94.0 120.0
5/15/20
30" 42„ 103.5 141.9 36" 60.0 60.0 42" 89.8 120.0
32" 100.7 138.1 20" 102.7 120.0 19-1/8" 109.3 149.9 in
36" 97.0 120.0 24" 88.2 120.0 26-1/2" 63" 84.8 116.2 0 Y Q
40" 95.2 120.0 28" 78" 77.9 120.0 37" 67.9 93.1 ° N
° ° Lo �aa
42" 95.0 120.0 30" 73.9 101.3 42" 60.0 60.0 Lo O
20" 110.0 1 195.0 32" 60.0 60.0 19-1/8" 110.0 154.8 a 4 d d °° w
•° n r r r , , N a}D° O Q
24" 110.0 177.3 20" 110.0 120.0 26-1/2" 74-1/4" 86.4 118.5 ° TYPICAL ANCHORS TYPE A, B OR B+ Z o W O
AT 6" FROM ENDS AND >- �n
28" 110.0 160.9 24" 97.0 120.0 37" 60.0 60.0 > p o0
_ 2 1/2" MIN. 17" O.C. MAX. AT JAMBS C9 C4 �8 ch
30" 48" 110.0 154.8 28" 84" 85.5 117.3 19-1/8" 109.9 120.0 ` EDGE DIST. �' 17" O.C. MAX. AT HEAD/SILL } OJ M Q UMDJ° (V
32" 109.1 120.0 30" 60.0 60.0 26-1/2" 76" 84.0 115.2 , , C0 Z F- � J U
36" 103.5 120.0 32" 60.0 60.0 37" 60.0 60.0 INSTALLATION TYPE 5 Lu 7- UJ o w < °N
w - 00
40" 99.8 120.0 19-1/8" 108.3 120.0 TYPICAL INSTALLATION a o w ^ 0 z °"10
42" 95.0 120.0 TYPICAL ANCHORS: 26-1/2" 77" 82.7 113.4 DETAIL ON ALL FOUR w � ' " p
20" 110.0 174.1 SEE ELEV. FOR SPACING 37" 60.0 60.0 11 SIDES USING a z Z LO
24" 110.0 152.0 A - 1 f 4" DIA. KWIK-CON II BY 'HILTI' (Fu=163 KSI, Fy=157 KSI) ALUMINUM BUCK F m
28" 99.8 120.0 SYSTEM L z z rn
DIRECTLY INTO CONC. OR MASONRY W
30" 95.5 120.0 n H im 5 J }"is
54" 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 15 W Q
32" 91.9 120.0 y a o F- co (A
coo z w Q d I-
36" 86.2 118.2 B - 1 f4 DIA. ULTRACON BY ELCO (Fu=177 KSI, Fy=155 KSI) 3 ww o U p Z
40" 82.2 112.7 DIRECTLY INTO CONC. OR FILLED BLOCK 0 AT 6" FROM ENDS cc 2 o U M M °�
c c o`HC z
42" 80.6 110.5 17" O.C. MAX. AT JAMBS - ¢ -j � cv w
1-1/4 MIN. EMBED INTO CONCRETE " _ s U) 4 w 07 co
24 O.C. MAX. AT HEAD/SILL o o (° W O c)
20" 110.0 153.2 2-1/4" MIN. EMBED INTO GROUT FILLED BLOCKS M V o - _� = N
24" 97.0 133.0 = 0 w U Q
B+ - 1 f 4 DIA. ULTRACON+ BY DEWALT (Fu=164 KSI, Fy=148 KSI) c' o -j i W z U
28" 86.8 119.0 En5 � QM Q
30" 82.8 1 113.5
DIRECTLY INTO CONC. OR FILLED BLOCK 15 v " am: " a�}il °sa° sauas
s =
32" 60" 79.4 108.8 1" MIN. EMBED INTO CONCRETE En e ?
f
36" 73.9 101.3 2-1/4" MIN. EMBED INTO GROUT FILLED BLOCKS 14
40" 60.0 60.0 •'
C - #14 SMS (GRADE 2 CRS) � �� .. ���x:r�.t���'• ����"°�"`
42" 60.0 60.0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES Nc 570
20" 110.0 171.0 "
24" 107.s 120.0 1-1/2" MIN. PENETRATION INTO WOOD w
TYPICAL ANCHORS TYPE 'C'
28" 95.9 120.0 TYPICAL EDGE DISTANCE AT 6" FROM ENDS AND
17" O.C. MAX. AT JAMBS AT`
30" 66" 91.3 120.0 INTO CONCRETE AND MASONRY BLOCK = 2-1 2" MIN. 1" MIN. HEAD/SILL ' . �uFtC'.• ' -
" / 24" O.C. MAX. AT
32" 87.3 119°7 INTO WOOD STRUCTURE = 1 MIN.
36" 60.0 60.0 INSTALLATION TYPE '6' 'o1 � ll' \,
CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN.
40" 60.0 60.0 C-90 HOLLOW FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN.
2BY WOOD BUCK OR WOOD STRUCTURES A.LYNN MILLER,P.E.
P.E.#58705