HomeMy WebLinkAboutHR-710 M IAM I.DADE MIAMI-DADE COUNTY
W 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) w w.miamidade.Eov/economv
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed 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 DadeCounty 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 "HR-710"Aluminum Horizontal Rolling Window—L.M.I.
APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact",
sheets 1 through 11 of 11, dated 02/28/06,with revision H dated 03/24/17, prepared by manufacturer, signed
and sealed by Anthony 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.
This NOA revises NOA# 16-0714.13 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 Jorge M.Plasencia,P.E.
MIAMbDADE COUNTY / NOA No. 17
c � l 1.06
Expiration Date: December 21 21,2021
2021
g Za t( Approval Date: August 31,2017
Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA's No. 07-0815.09 and 06-0405.06)
2. Drawing No. 4127-10,titled"Alum. Horizontal Roller Window, Impact", sheets 1
through 11 of 11, dated 02/28/06, with revision H dated 03/24/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, 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 PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system, Duraseal® spacer system, Super Spacer°NXTTM spacer system and XL
EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E.
(Submitted under previous NOA No. 16-0714.13)
2. 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 XOX aluminum
horizontal sliding window,prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-5330, dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E.
(Submitted under NOA No. 07-0815.09)
3. Test reports on: 1)Air Infiltration Test, per FBC, TAS 202-94
2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
..4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, TAS 202-94
along with marked-up drawings and installation diagram of an XOX aluminum
horizontal sliding window,prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-4858, dated 03/08/06, signed and sealed by Edmundo Largaespada,
P.E.
(Submitted under NOA No.06-0405.06)
orge M.Plasencia,P.E.
Pro et Control Unit Supervisor
NOA No. 17-0411.06
Expiration Date: December 21,2021
Approval Date: August 31,2017
E - 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
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, TAS 202-94
along with marked-up drawings and installation diagram of an XOX aluminum
horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-4859, dated 03/08/06, signed and sealed by Edmundo Largaespada,
P.E.
(Submitted under NOA No. 06-0405.06)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-511
Edition (2014) and FBC-611 Edition (2017), dated 03/31/17 and revised on 07/28/17,
prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear,
Clear, and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5t' Edition (2014) and FBC-
61" Edition (2017), dated 07/28/17, issued by manufacturer, signed and sealed by A.
Lynn Miller, P.E.
2. Statement letter of no financial interest, dated 03/31/17, issued by manufacturer,
signed and sealed by A. Lynn Miller, P.E.
3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed
by Manuel Perez, P.E.
4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed
by Ishaq Chanda, P.E.
(Submitted under previous NOA No. 16-0714.13)
rge M.Plasencia,P.E.
Prod6t Control Unit Supervisor
NOA No. 17-0411.06
Expiration Date: December 21,2021
Approval Date: August 31,2017
E-2
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS (CONTMUED)
5. Laboratory compliance letter for Test Report No. FTL-5330, issued by Fenestration
Testing Laboratory, Inc., dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E.
(Submitted under NOA No. 07-0815.09)
6. Laboratory compliance letter for Test Reports No. FTL-4858 and FTL-4859, issued
by Fenestration Testing Laboratory, Inc., dated 03/08/06, signed and sealed by
Edmundo Largaespada, P.E.
(Submitted under NOA No. 06-0405.06)
G. OTHERS
1. Notice of Acceptance No. 16-0714.13, issued to PGT Industries for their Series
"HR-710" Aluminum Horizontal Rolling Window—L.M.I., approved on 09/01/16 and
expiring on 12/21/21.
orge M. Plasencia,P.E.
Prq uct Control Unit Supervisor
NOA No. 17-0411.06
Expiration Date: December 21,2021
Approval Date: August 31,2017
E-3
GENERAL NOTES: SERIES HR-710 IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW IMPACTRATING DESIGN PRESSURE RATING
1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). LARGE&SMALL MISSILE VARIES PER OPTIONS,
IMPACT RESISTANT SEE SHEET a
A. 5/16"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A.090" PVB INTERLAYER.
B. 5/16" LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A.090` PVB INTERLAYER.
C. 5/16"LAMI CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS WITH A,090" PVB INTERLAYER.
D.7/16"LAMI CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH A.090" PVB INTERLAYER.
E. 7/16"LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A.090"PVB INTERLAYER.
F. 7116"LAMI CONSISTING OF(2)LITES OF 3116"HEAT STRENGTHENED GLASS WITH A.090"PVB INTERLAYER. PRODUCT REVISED
G. 13/16"LAMI IG:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.) GLASS, 5116"OR 3/8"AIR SPACE AND 5/16"LAMI as complying with the Florida
CONSISTING OF(2)LITES OF 118"ANNEALED GLASS WITH A,090"PVB INTERLAYER. Building code
H. 13116" LAMI IG:(1)LITE OF 1/8"OR 3/16"ANNEALED (MIN.) GLASS, 5/1W OR 3/8"AIR SPACE AND 5116" LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE NOA-No. 17-0411.06
OF 1/8'°HEAT STRENGTHENED GLASS WITH A.090"PVB INTERLAYER. Expiration Date 12/21/2021
L 13/16"LAMI IG: (1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS,5/16" OR 3/8"AIR SPACE AND 5/16 LAMP
CONSISTING OF(2)LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A.090" PVB INTERLAYER. By
Miami-D a Product Control
J. 13/16"LAMI IG: (1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS, 3116"OR 1/4"APR SPACE AND 7/16"LAMI
CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH A.090" PVB INTERLAYER.
K. 13116"LAMI IG: (1) LITE OF 1/8"OR 3/16"ANNEALED (MIN.) GLASS, 3/16"OR 1/4"AIR SPACE AND 716"LAMI 3/24/17:NEW LAYOUT,SHEET
CONSISTING OF(1) LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A.090" PVB INTERLAYER. REORGANIZATION,UPDATED
L. 13116"LAMI IG: (1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS, 3/16" OR 1/4"AIR SPACE AND 7116"LAMI ANCHOR QUANTITY PER FBC
2017,CHANGED ANCHOR TYPES
CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS WITH A.090"PVB INTERLAYER.
2. CONFIGURATIONS: OX,XO,XOX o Y =
3. DESIGN PRESSURES:(SEE TABLES, SHEET 8) > z N m
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. aVf
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. iro 0
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD, 6 N o ` W o
4. ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 9 THROUGH 11 FOR ANCHORAGE DETAILS. p � F S u) N
5.SHUTTERS ARE NOT REQUIRED. O o d y w
6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. Z CID r=
7. REFERENCES:TEST REPORTS FTL-4858, FTL4859 AND FTL-5330. U o ®a U Aa
ELCO ULTRACON NONS Lu z co =< < +tea ono
ANSI/AF&PA NOS FOR WOOD CONSTRUCTION o } r —
ALUMINUM DESIGN MANUAL z vg tr
8,THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). D W LL
9, FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G -L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 0 O
W
TABLE 1: 1)WHERE SUBSTRATE -j its
Anchor Frame Min. Edge Min, O.C. Min. CONDITIONS REQUIRE � Fes- W �
Anchor Type Substrate Embedmentor ANCHORAGE FROM MORE � O IW- z
Group Member Distance Distance Metal Thickness THAN ONE OF THE ANCHOR N 0
#12, Steel SMS (Gr. 5), Seuthem Pine(SG= Q55) 9116" 718" 1 318" GROUPS ABOVE, CHOOSE THE a m
A (min. of 3 threads beyond All 6063-75 Aluminum 318" 9/16" 1/8" ANCHOR GROUP OF THE o g a o
metal substrate) A36 Steel or Gr. 33 Steel Stud 3/8" 9/16" 0.045" (18 Ga) LOWEST LETTER FOR ALL n
Jamb Hollow Block (ASTM C90) 1-3/4" 6" 1-1/4" SUBSEQUENT TABLES IN THIS 0 J w
® _
B 114" Elco UitraCora All Concrete {min. 2.85 ksi) 1" 4" 1-3/4" APPROVAL. NOA DRAWING MAP `t K0
All Southern Pine(SG= 0.55)
2) ttSnrrr� ,
114"410 SS Elco CreteFlex� All Southern Pine Pine(SG= 0. 1" 1°` 1-3J8" FLATHEAD ANCHORS MUST SHEET
j11 r��
Jamb Hallow Block, (ASTM G90) 2-112" 6" 1-114"
BE#12 TRIMFIT HEAD. GENERAL NOTES............. 1 �'`QZaY LYNN
C 114"410 SS Elco Cre#eFiex Al Concrete(min. 3.35 ksi) 2-1/2" 4" i-/4" GLAZING DETAILS............ 2 ��' t1*• ,tceNs
ELEVATIONS....... ............. 3
TABLE 2: VERT.SECTIONS............. 4
Na.58765 -
'
Material Min.Fy Min,Fu CODES STANDARDS USED: HORIZ. SECTIONS............ 4 — =
Steel Screw 92 ksi 720 ksi *2017 FLORIDA BUILDING CODE(FBC),6TH EDITION CORNER DETAIL.............. 4
Elco UltreCon® 155 ksi 177 ksi •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION PARTS LIST....................... 5 �� g
410 SS Elco CreteFlex 127.4 ksi 189.7 ksl `ASTM E1300-09 EXTRUSIONS.................... 6 : ATE
®ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION INSTALLATION.................. 7 Jy'�' •. �corttDA.' ••t^+�����
6063-T6063-T5 Aluminum 25 ksi 30 ksl aAISI$UM DESIGN MANUAL,ADM-2015 DESIGN PRESSURES....... $
A36 Steel 36 ksi 58 ksi .RISC 360-10 ANCHOR QUANTITY.........9-11
Gr.33 Steel Stud 33 ksi 45 kSl A.LYNN MILLER,P.F
P.E.9 S8705
21 50 21 50
A
CONE HOT-MELT BUTYL
IGILASS 55 1/2"NOM. STRUCTURAL
SILICONE
GLASS BITE STRUCT114"NOM FOAM 3/16"NOM.
POLYISOBUTY WITHWITH DESICDESICCANT 51 63,64,65 EXT.GLASEXT.GLASS PRODUCT REVISED
as complying with the Florida
Building Code
118"ANNEALED OR HEAT STRENGTHENED GLASS 3/18"ANNEALED OR HEAT STRENGTHENED GLASS NOA-No. 17-0411.06
.090"PVB INTERLAYER ,090"PVB INTERLAYER
1V ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS Expiration Date 12121/2021
5116,NOM. 7/16'LAMINATED '
LAMINATED GLASS 7116" LAMINATED GLASS NT GLASS INT.GLASS By
Mia i-D Product Control
KODISPACE SUPER
Q•SG TPS ISSPACERU NXTT" 3124117:NEW SHEET
EXTERIOR INTERIOR
(ALL SECTIONS)
ALUMINUM o
52
50 REINFORCEMENT POLYISO- DESICCANT FILL AREA LU d
21 50 21 BUTYLENE 6/16"NOM. p td
5116"NOM. SEAL p p O
85-88 To
BUTYL& SILICONE SEAL n w 0 Ct
1/2"'NOM. 2" NOM. DESICCANT ROLL-FORMED U' N z� W �
59 GLASS BITE SS BITE FOAM STAINLESS STEEL O Cl)
CD
EXT.GLASS O LL m r= et
52 EXT.GLASS i = LLI r g
As
66,67,68,69,70,712,73,74,75,76,77 W z CO ®4 a -vw
118"ANNEALED OR HEAT STRENGTHEN6"ANNEALED OR HEAT STRENGTHENED GLASS O LU r a 2
SAW
.090"PVB INTERLAYER "PVB INTERLAYER INT.GLASS INT.GLASS p Z �.s no r
118"ANNEALED OR HEAT STRENGTHEN6"6.ANNEALED OR HEAT STRENGTHENED GLASS
LL
5t16"OR38AAIR SPACE6"O iR TED I1V AIR SPACE 87 D�..)RAa�iEAL5 6$ XL EDt�ETM D O
1!8"OR 3116"ANNEALED OR TEMPERED "OR 3116"ANNEALED OR TEMPERED GLASS SPACER SPACER
13/16"NOM. /16'NOW m JNow
13116"LAMI IG GLASS W/5/16" LAMI 13/16"LAMI IG GLASS W/7/16" LAM[ ° I— J
TABLE 3: O ¢ Z
GLASS TYPES: Part# Description Material a N
A. 5/16"LAM] -(1/8"A,.090"PVB, 118"A)
B.5/16"LAMI -(1/8"A,.090" PVB, 1/8"HS) 85 Kommeding 4SG TPS Spacer System a O C0 Cy
C. 5/16"LAMI -(1/8" HS,.090" PVB, 118" HS) 86 Quanex Super Spacer nXr with Hot Melt Butyl See this w N
D. 7/16"LAMI -(3116"A,.090"PVB,3116"A) Sheet for D :D ¢ Of
E.7/16"LAMI -(3116"A,.090"PVB, 3/16"HS) 87 Quanex Duraseal Spacer Materials ¢ _
F. 7/16"LAMI -(3/16"HS,.090"PVB, 3/16"HS) 88 Cardinal)L Edge Spacer �xta s
G. 13/16" LAMI IG- 118"OR 3/16"A(MIN.), 5/16" OR 3/8"SPACE,5/16"LAMP -(1/8"A,.090" PVB, 1/8"A) REFERENCE TEST REPORTS: L-8717,8968&8970
H. 13/16" LAM] IG - 1/8" OR 3/16"A(MIN.), 5/16" OR 3/8"SPACE,5116"LAMI-(1/8"A.090" PVB, 1/8" HS) LYN1yM f7�
I. 13/16"LAMI IG - 1/8" OR 3/16 A(MIN.), 5116"OR 318"SPACE, 5/16-LAM]-(1/8" HS,.090"PVB, 1/8"HS) ;.` •.,/� 'ice
J. 13/16 LAM] IG-1/8' OR 3l16' A(MIN.), 3/16"OR 1/4"SPACE, 7/16" LAMI-(3/16"A,.090"PVB, all6"A) �Z: B <N
K. 13116" LAMI IG - 1/8"OR 3/16"A(MIN.), 3/16"OR 1/4"SPACE, 7/16" LAMI-(3/16"A,.090", 3/16" HS) _ No 58705
L. 13/16"LAMI IG- 118" OR 3/16"A(MIN.), 3/16"OR 1/4"SPACE, 7/16" LAMI-(3116"HS,.090", 3/16" HS) = W - #
FOR INSTALLATION IN THE HVHZ ABOVE 30
=�0` FAZ7E 6 ` w�rq
FT, GLASS TYPES G-L SHALL HAVE A FLORIOl"
TEMPERED ANCHOR OUANTTY REMAINOUNCHANGEDTH THE DP ND ",;,70NAL 1O
A.LYNN MILLER,P.E.
"PVB"= KURARAY TROSIFOL®PVB INTERLAYER P.E.958705
27 3/8" 27 3/6' 27 3/8"
MAX. DLO 54 5116 MAX, DLO FIXED � I.« MAX. DLO MAX. DLO
VENT VENT FIXED D D
. _.
S
6 g € B PRODUCT REVISED
, as complying with the Florida
j I Building Code
NOA-No. 17-0411.06
Expiration Date 12/21/2021
to
B Miami-Da Product Control
� I � i!
X / ® X ',, — — 3124117:NO CHANGES THIS
'i SHEET.
i
I
tf+ 'nea
n w c O
110"MAX. WIDTH i FFRAME 85 7116"MAX.WIDTH I.F. FRAME--�
r 86 7/16" MAX.WIDTH FLANGE FRAME O a F o
+--- 111"MAX. WIDTH FLANGE FRAME
J co N
DETAIL B - XOX (1/4-1/2-1/4) DETAIL C - XOX (1/3-1/3-1/3) z w Co
0 w �*
two
co
F �
NOTE: o w a.r 2
33 9/16"MAX. 33 9116"MAX. 1.SEE SHEET 4 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. ~o v L
DLO FIXED D DLO VENT r
O
0 c•1
63" MAX. SEALANT OR GASKET sj d s
FLANGE AT HEAD AND SILL z
A } A FRAME = dco
z
ALL 1 ¢ R zs
CONFIG. o O O
57 3/8" MAX. > n
MAX. DLO ALL 43 I.F. FRAME w
U < J =
DLO ALL ( ! VENTS —
FIXED I 62" MAX. = avu eeues
LITES I.F. FRAME
O X ALL ,`1`tis� LY ilrlli7�
CO FIG.
vi
1 No.58705
I il�
1 = _
13 FLANGE FRAME
- - " O�•. 8 TE LUe
Ir 73" MAX.WIDTH I.F. FRAME --� VIEW D-D ' `S�Q
® 74" MAX.WIDTH FLANGE FRAME 77t 11 N111 V I O
A.LYNN MILLER,P.E.
DETAIL A - OX OR XO (FRAME CORNER CONSTRUCTION)
P.E4 58706
INTERIOR 37 32 35 22 L. L 39
1 22 -
p � 18
2 13 PRODUCT REVISED
EXTERIOR INTERIOR 6u ding CodeWith the Florida
Noa-No. 17-0411.06
21 MAX.VENT DLO �-«— MAX. FIXED DLQ —�-� MAX.VENT DLO Expiration Date 12/21/2021
By
MAX.WIDTH (FLANGE FRAME) Miami- ro�dUol control
EXTERIOR 19 SECTION B-B 17
(HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) SHEET:Na cHaNces THIS
a s
MAX. INTERIOR 7 37 > Z. �
HEIGHT 35 32 39 a w C Cv
FLANGE » 0
0
FRAME MAX. 0 � o� C0 N
VENT r
DLO Y 1$ � m o La
b-
MAX. ._ I "t g a Q mae�° OM6
FIXED o > r "
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DLO4r� i 1 O 2 V U.] L7.
22 MAX. FIXED DLO MAX. VENT DLO 43 J z Q
- '
MAX.WIDTH(I.F. FRAME) - w r s
EXTERIOR SECTION A-A m �,
21 (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) ° g z
24 LL W C ass
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8 22 21 41 22 D w z
2 ¢ C0
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12 24 L�1 - 1 8 EXTERIORLj
INTERIOR
7 ',�� YlLYlyr �f'i 12 21
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EXTERIOR INTERIOR - # ; No.58705 S
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6 10sATEdF� .
10 SECTION C-C 42 SILL HEAD '%�s/0NAt
(VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION, I.F. FRAME) (VERTICAL SECTION, I.F. FRAME) n.'I'S�.E-#58705 P.E.
P.E#58705
TABLE 4:
MM DWGNIREq DESCRIPTION MAIL PGO nud DWG# REv1 DESCRIPTION MAIL M0
1 4102 A IFIANGF FRAME HEAD 6063-T6 AL 612237 66 GLASS. 13/16'LAMI IG-1/8"A(MIN.),3/8"AIR SPACE,5/16' LAMI 1/8"A,.090PVB,118"A
2 4025 1 SASH STOP STD. (ANTI LIFT CLIP) 6063-T5 AL 612244 67 11 13/16"LAMI IG1/8"A(MIN.),3/8" AIRSPACE,5/16"LAME 1/8"A,.090 PVB,1/8"HS)
3 148X3/4 PH.PAN HEAD 7834AA 68 " 13f16"LAMI I3-1/8"A IN.),3/8" AIR SPACE,5/16"LAMI ll8"HS,.090PVB, 1/8"HS
4 4053 SASH STOP COVER SASH STOP 6063-T5 AL 69 1113/I6"LAMII&3/16"A IN. 5/16'AIRSPACE,5/I6" LAMI LIM A,D90PVB,1/8"A
6 4136 FLANGE FRAME SIIS, 6063-T6AL 64136
70 " 13/16'LAMIIG3/16"A(MIN.),5/16'AIRSPACE,51W LAMI(1/8"A,.090PVB,118"HS
��
7 4137 SILLADAPTOR 6063-T6AL 64137 71 13116 LAMIIG•3/16"A IN. 5/16 AIR SPACE,5/16 LAMI(I/$ HS,.090PVB, 1/8„H
72 13/16' LAMII&1/8"A(MIN.), IM'AIRSPACE,7/16"LAMI(3/16"A,.090PVB,3/16"A) PRODUCT REVISED
8 4131 ROLLERTRACK 6063-T6AL 64131 complying with the Florida
73 I3/16" LAMIIG•lf8"A MIN.), i/4" AIR SPACE,?/16" LAMI f16"A,.Q90PVB,3/16"HS Building uilding Code
10 1 71298 WREI HOIECOVER POLYPROP. 71298 74 13/16" LAMI I&1/8"A(MIN),1A" AIRSPACE,7/16'LAMI 3/16"HS,.090PVB,3/16"HS) NOA-No. 17-0411.06
12 1626 ADHESIVEOPENCFLLFOAMPAD 7PAD1626 75 13/16" LAMIIG-3/16"A IN. ,3/16"AIRSPA 7/16' LAMI3/16"A,.090PVB3/16"A Expiration Date12/21/2021
13 4002 1 A IEANCEFRAMEJAMB 6 3T6AL 61?225 76 13/16"LAMIIG3/16'A ,3/16"AIR SPACE,7/16' LAMI(3f16"A,.090PVB,3/16"HS) By /l
14 4134 GASKET FOR MAIN FRAME SILL JOINT 74134W/K 77 13/16"LAMIIG3116"A M ,3/16"AIR SPACE7/16" LAMI3/16"HS,.090PVB,3/16'HS Miami-D 0 Product control
15 1155 48 X 1.000 UAD PN.SMS 781PQA 90 1014 ISCREEN FRAME(H01L&VER 3105-1114 AL
16 4110 G ISCREENTADAPTOR 6063-T5AL 64110G 91 1630 SCREEN OCIRNER KEYW/RINGS POLYPROP, 3124/17:CHANGED GLAZING
17 4054 B ImaDmEErINGRAIL 6463HD-T6AL 64054A 92 1631 SCREEN CORNER KEYW/OUT RINGS POLYPROP. SILICONE.
19 4066 JWSTP,187 X.230,FIN SEAL 64066E 93 1073 SCREEN SPRING ST.ST.
21 4105 ISASH TOP&BOTTOM RAIL 6063-T5 AL 612240 94 1624 SCREEN SPLINE-.135 DIA.FOAM FM PVC
22 1683 WSTP.,.250 X.270 BACK,FIN SEAL 61683G 95 1635 SCREEN SPLINE-.135 DIA.HARD EM PVC w z a m
23 225-1 ROLLER HOUSING&GUIDE 42112HD 1 96 1 SCREEN CLOTH
24 226 IBRASSROLIERWHEELS BRASS 7BRWHL2 p o o O
29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP_ 44128N 1O N" o
32 4006 D SASH Mt=GRAIL 6063HS-T6AL 64006 271 p 0 g z `� M1
33 1235 WSTP..170 X 270 BA FIN SEAL 67S16G o M ~w a
35 1096 SWEEP LATCH DIE-CAST 71096 z Il t4
36 1016 98 X.625 PH.FL.SMS 7858
UVo RE U �a
37 4126 SASH SIDERAII 6063-T5 AL 64126 o u a
2.624 sma
270 BA FIN SEAL 61683G
39 7070 BULB WEATHERSTRIP.187 X 275 67070K Ofi2 Z v ° w
38 1683 WSTP. 250 X
40 LIFT RAILCOVERCAP 74078"C"'LORR J O
in
41 4139 IF.FRAME HEAD 6063-T6 AL 64139
42 4140 11.17.17RAMESILL 6063-T6AL 64140 41 I.F. FRAME HEAD
43 4141 IF.FRAME7AMB 6063-T6AL 64141 #4139, 6063-T6 * z �
50 Ci<AZING SIIdCO DOW 791,899,995 OR GE 7700 z
51 1224 VINYL GLAZINGM AD BULB MUCK) 6TP247W LL p 0 .ems
52 1225 VINYL CIAZINGBEAD BULB 6TP248K ° _
53 4039 B GIAZINGBEAD-5/16" 6063-T5 AL 64039B 2.784 ~ r
54 4044 B GLAZINGBEAD-5/16" W/(MILL KIT 6063-T5 AL 644703 O Q =
QC a
55 4222 A GLAZINGBEAD-7/16" 6063-T5AL 64222 Ofi24.062 -
2
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56 985 C AZINGBEAD-7116" W/GRILL KIT 6063-T5AL 6985
59 4067 GLAZIIQGBEAD- 13/16" 6063-T5 AL 64067 ,.```t k�( LY1VAt4t ,
60 GLASS 5/16'LAMI(1/8" A,.090PVB, V8'"A 1,988 4�?0'4tCENg�r
61 5116"LAMI L/8"A .090PVB 1/8"HS
62 " 5/16"LAMI(I/s"HS,.090PVB, 1/8" HS 43 I.F. FRAME JAMB _ No.58705
63 7/16"' LAMI 3/16"A .090PVB 3/16"A #4141, 6063-T6 _
64 " 7/16" LAMI 3/16"A .090PVB 3116"HS
65 7/16" LAME 3/16"HS,.090 PVB,3/16"HS 2.710 O�
42 I.F. FRAME SILL � ' ss/ANAL E�0`s`.
94140, 6063-T6 �'' r 11111 l 1 t``
A.LYNN MILLER,P.E.
P.E.#58705
A62 � 1.187 �-
3.152
Lil 1 062 �1.513
1.37 PRODUCT REVISED
1 73 .062 3.090 � as complying with the Florida
.Q40 73$ Building Code
1 1,22 NOA-No. 17-0411.06
Expiration Date 12/21/2021
L2.71 - 2.71 �1.443� By—
Miami-Da roduot Control
FLANGE FRAME HEAD (� FLANGE FRAME. SILL FRAME SILL ADAPTER SASH STOP COVER
#4102A, 6063-T6J #4136, 6063-T6 t / #4137, 6063-T6 #4053, 6063-T5
312411 7:NO CHANGES THIS
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—2.784 0 S
062 > z CCO 0 •noa
—QII- .06z 1. s7 .062 W CO Q
j 1.363 o
490 � 437 ! I � .062 O cq 'N O�
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#4025,6Q63-T5 ti.._J #4054B, 6063HD-T6 #4002A, 6063-T6 X L fl rc ~
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21 SASH TOP & BOTTOM RAIL 32 SASH MTG. RAIL 37 SASH SIDE RAIL 53 GLAZING BEAD, 5/16" ° _
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#4044B, 6063-T5 #4222R, 6063-T5 #9$5C,6063-T5 #4067, 6063 T5 :t�s''•.COR.DA..
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A.LYNN MILLER,P.E.
P.E.#58705
SEE ANCHOR TABLE,SHEET 1
SEE ANCHOR SEE ANCHOR 2x WOOD BUCK,
TABLE,SHEET 1 ° . TABLE, SHEET 1 NOTE 1 1 3/8" NOTES:
°q SEE ANCHOR MIN. 1.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS
° ! TABLE,SHEET 1 WHOSE TOTAL THICKNESS IS LESS THAN 1 112". 1x WOOD BUCKS ARE OPTIONAL IF
Ix WOOD ` .' c UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS
BUCK, DEPICTED AS 2x ARE 1 112"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE
NOTE 1 — --- --- OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY
HAVING JURISDICTION.
1( 1/ PRODUCT REVISED
as complying with the Florida
MAX. MAX• 2. FOR ATTACHMENT TO METAL: THE METAL STRUCTURAL MEMBER SHALL BE OF A Building Code
SHIM SHIM SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN NOA-No. 17-0411.06
SEE ANCHOR SEE ANCHOR IN THESE DETAILS FOR 2x WOOD BUCKS. Expiration Date 12/21/2021
TABLE,SHEET I TABLE, SHEET DETAIL A DETAIL $ 3. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO By
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF LMiammii-1 5 e Product Control
TYPICAL FLANGE FRAME HEAD SECTIONS FLORIDA BUILDING CODE.
3124/17:REVISED NOTES TO
4. 0.131" DIA. MIN,X 2 1/2" NAIL AT CORNERS AND 5"O.C. TYPICAL DETAILS G, H& 1. COMPLY WITH NEW
1 /4 MAX. ANCHORAGE.ADDED NOTE 4.
/�
SHIM 1 1/4"MAX. SHIM SEE ANCHOR if7LJ?
MIN.IN.
TABLE, SHEET i INTERIOR o =
q. a (.IAMB DETAILS E, F& 1) y� z c`�l ED .�
( EXTERIOR 2-1/2"MIN.EMBEDMENT > w o O
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SEE ANCHOR y SEE ANCHOR 0 m 3 w N
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2x WOOD BUCK, NOTE 1 1x WOOD BUCK, NOTE 1 SEE NOTE 4 0 w U w r
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SEE ANCHOR EDGE z o
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° TABLE,SHEET 1 1 3/8" MIN. �.` Ir t' No.58706
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SEE ANCHOR ° o SEE NOTE 4
SHEET 1 TABLE, SHEET 1 2x WOOD SEE ANCHOR TABLE,SHEET 1 — rd�'•,
DETAIL C NBUCK "
OTE 1 DETAIL D 2.1/2"MIN. EMBED %(<`ySf ct°Rlt?R. �jX I`
DETAIL G (SILL) DETAIL I (JAMB)
TYPICAL FLANGE FRAME SILL SECTIONS TYPICAL INTEGRAL FIN FRAME SECTIONS A LYNH MILLER,P.E.
R.E.#58705 '..
TABLE 5: TABLE 6: TABLE 7:
Maximum Design Pressure,DP(psfl Maximum Design Pressure,DP(psf) Maximum Design Pressure,DP(pst} GLASS TYPES:
XO or OX XOX,113.113-113 XOX,114-112-1 f4 A. 5/16" LAM I-(1/8"A,.090" PVB, 1/8"A)
Otierall Caerall Glass B. 5/16" LAMI-(1/8"A,.090" PVB, 1/8" HS)
Type Ot¢fait Otera9 Glass Type Oteiall Ooerall Glass Type „
Width Height A,B,G,H C,D, E,F,1,J, K,L Width Height A,B.C,G,H,I D. E,F,J,K, L Width Height A,B,G,H C,I D,E,F,J, K. C. 5/16" LAMI -{1/8"HS,.090 PVB, 1/8" HS}
37" +76.01-75.Q +75.0175.o 48' +BOA r 60.Q +75A/-75.0 53-1/B^ +80.0/-60.0 +60.0/-MO +75A 1.75.0 D. 7116"LAMI -{3(16' A,.090" PVB, 3/16"A}
+75.01.75.0 +75.01-75.0 53-1/6' +60.0160.0 +75,0 t-75.0 60" +60.0/.80.0 +60.0/60,0 +75.0/-76.0 E. 7/1 - LAMI-(3/16"A,.090" PVB,3/16""H
5MIr +75,0/-75.0 +75,01-75.0 6T +90.01-60.0 +75.01-75.0 74" +60.0/-60.0 +60.0/60.0 +75.0/-75,0 F, 7/16" LAMI -(3/16" HS,.090°PVB, 3/16"H$)
+6Qol6Q.o +eo.Dl6o.o +75.o/a5.o G. 13/16"LAMIIG - 1/8"OR3/16"A MIN. , S/16"OR3/8"
60" 26" +M0/-75,o +75.01•75.0 66" 26" +60.0160.0 +75.0/.75.0 84" {
26" +60.0/-60.0 +60.0/-60.0 +75.0/-75.0 " „ PRODUCT REVISED
�" +75.0/•7s.D *7s.Q/7s.o Ta^ +6o.D/6Q.o +7s,D/-Ts.Q �" SPACE, 5/16"LAMI-(1/8"A,.090 PVB, 1/8 A)
72" +76.0/-75A +TS,Q/-75.0 84" +60.0160.0 +75.0/-75.0 106.3f8" +%o160.0 +60.0160.0 +75.01-75A H. 13/16" LAMI IG- 1/8"OR 3/16"A(MIN.), 5/16"OR 3/8" as complying with the Florida
74" +75.01-75.0 +T5.01-75.0 86-71i6' +M01-60.0 +75.01-76.0 108` +60.01.80.0 +60.0/-60.0 +75.01-75.0 SPACE, 5116"LAMI -(1/8"A,.090"PVB, 1/8"HS) Building Code
37' +75.01-75.0 +75.01-75.0 4T +60.0160.0 +75.01-75.0 111" +60.01.60.0 +60.0160.0 +75.01-75.0 1. 13/16" LAMI IG- 118"OR 3/16"A(MIN.),5/16"OR 3/8" NOA-No. 17-0411.06
48" +75.01-75.0 +7s.o/-75.0 53-118" +60.0!-60.0 +75.0/-75.0 BO' +60.03-Ifir +60.0 1.610 +60.0160.0 +75.01-75.0
84W +60.0/�.00 +00,01.60.0 +75.01 75.0 SPACE,5116" LAMI-(1/8"H "A(MIN.),
PVB, 1/8"HS) Expiration Date 12/21/2021
5 60l8" +75.0/-75.0 +75.0/-75.0 6Q" +60.0/•60.0 +75.01-75.0 +60.0160.0 +75.01 75.Q J. 13/16" LAMI IG- 1/8"OR 3/16"A(MIN.),3/16"OR 114"
sQ^ 3e" +16.0/7s.o +75.0 1 as.o a6 36^ +s¢o!6Q.D +75.01 75.0 +60.0/6QA +75.01-75.o SPACE, 7/16"LAMI- 3/16"A,.090" PVB, 3/16"A BY
66" +76.01-75.0 +75.0/-75.0 74" +M0/60.0 +76.01-75.0 ( } Miami- �1e Producttcontrol
W 36" +600l600 +60.0l60.0 +75.01-75.0 K. 13/16" LAMI IG- 1/8"OR 3/16"A(MIN.),3/16"OR 1/4"
72" +75-0176.0 +75.01-T5.0 84' +60.0160.0 +75A/75.0 { }
74" +75.01-75.0 +75.0!-75.0 68at1s" +60.0/60.0 +75.0/75.0 losa/B" +60-0 1.60.0 +60.01.60.0 +75.0/75.0 SPACE, 7116"LAMI -(3116"A,.090" PVB, 3116" HS) '
37" +75.0 f 75.0 +75.0/-75.0 48" +60.0/60.0 +75.0/-76.0 108" +60.0160.0 +60.0160.0 +75.0/-75A L. 13/16" LAMI IG- 118"OR 3/16"A(MIN.), 3/16"OR 1/4" 3/24/17:UPDATED TABLE
48' +76.01 76.0 +75.0/-MD 53.118" +60.01.60.0 +76.01-75.0 111" +60.01-60.0 +60.0160.0 +75.0/-75.0 SPACE, 7/16" LAMI-(3/16" H5,.09M" PVB, 3/16"HS)
FE
+75.01-75.0 `53-1/6' +60.0 f 60.0 +60.01-80.0 +75.01-75.0
53-1/8° +75.0175.0 +75.01-75.D 60° -
80" 38318" +75.0 t 75.0 +75.0/-75.0 68" 38-3/8" +75.Q 1-75.f1 6� +6p,01-60.0 +60.0/-WO +75.01 75.0
+75.D/-75.0 74" +60.0 t 60.Q +60.0/60.0 +75.0/75.0
Be. +75.01-75A +75.01-75.0 74" 84" +66.0!60.0 +60.0/60A +75.0!75.0 co =
72" +75,01-75.0 3"0' +60.0!-60.0 +W o/60.0 +75.01-75.0 W o+75.0 f-75.0 +75.0!-75.0 84" W+76.0/-76.0 88-71i6' 0.0/-0.0 +75.Q/-75.0 1�8„ +60.0/-60.0 +60.0!60.0 +75.0/-75.0 cNV
37" +75.D f-75.0 +75,0/.75.0 48" +60.0/60.0 +75.0!75.0 + w O
48" +76.0/-75.0 +76.0/-75.0 53.1/8" +80.0/-60.0 +7E01 JEO 108" 80.0/60.0 +80.0/60.0 a76.0!-75.0 Ll 3 0
53-1/8' +75.D/-75.0 +75.01.75.0 BO" 111" +B0.0t-60A +Bp.Ot-BO.Q +75.01-75.0 LID o 0
+60.0!60.0 +75.0/75.0 53-1t8" +80A I60.0 +60.01.60.0 +75.0/-75.0 } n• O
BQ" 48" +75.0/-75.0 +75.0!-75.0 B6" 48" +80.0!60.0 +75.0!-75.0 U` °z_ '
SD" +60.01-60.0 +60.0160.0 +75.01.75.0 O mt +, , N
66" +75.0/-75.0 +75.0/-75.0 74" +60.0/60.0 +75.0/-75.0 74' +60.0/60.0 +60.01-60.0 +75.01-75.0 -i ch Z r
72" +75.01-75.0 +75.01-75.0 84" +60.01-WO +75,0 f-75.0 +60.01-60.0 +75.01-75.0 Z i'i- CO
74" i ul
+75.01-75.0 +75.0/-75.0 86-7/16 *60 i�.0 +T5.0/-75.0
' +60.01-60.0 +75.01-75.0 4B" T R rc U +{a
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37" +75.01-75.0 +76.0/-76.0 4T +60.01-MO +75.0!-75.0 106.3t8" 60.0 +60.01.60.0 +75.0/-75.0 V U m QMAC
48" +75 0/-75.0 +75A/-75.0 53-1/8" +60.0/-60.0 +75.0/-75.0 1�- +6D.0 t-60.0 +60.0160.0 +75.0/-75A F Z <r ®a
53.1t8' +75.01-75.0 +75.0/-75.0 60, +60.0/60.0 +75.0/-75.0 111" +60.0/60.0 +60.0160.0 +75.01-75.0 O j f WAD
6O" 50618" +T5.01-75.0 +75.0/-75.0 W 60-98' +W.0/60.0 +75.0 f-75.0 53-1/8, +60.0160.0 +W.0/604 +75.0/-75.0 p n
66" +75.01-75.0 +75.01-75-0 74" +60,0/-80.0 +75,0/-75.0 60" +60.0 I.80.0 +80.0/6D.0 +75A 1 75.0 `- Z c�i W `-
72" +75.0!-75.0 +75.0!75.0 W +60.0!60.0 +75.0/-75.0 T4. +60.01-60.0 +60.016D,0 +75.01-75.0 ^! L
J O
74" *MG •75.0 +75.0 t-75.0 667/16' +60,0/60.0 +75. =5,0 +60,0160.0 +60.0 i 60.0 +75.0/-75.00 co
+75.0J-75.0 +75.0/ 75.0 AS" +60.0!60,0 +750 0 9 +60.0 •604 +60.0/6 .0 +75.0/-76.037^ of-75. " Of'48' *75.01-75.0 +75.0/-MO 53-118" +BOA f 60.0 +75.0/-75.0 106.'/8' +80.0 f 60.0 +60.0 f-60.0 +75.0/-75AtND +ems
534/8" +76.0/-75.0 +75.0 f-75.0 60° +60.0/60.0 +75,01-75.0 low +60.0/•60.0 +60.0/ W.0 +75.0/-75.0 N rn td-
6D" 54" +75.01-75.0 +M0/-75.0 86" 54' +60.0/•60.0 +75A 1-75.0 111" +BOA 160.0 +60.0/-610 +75.0/-75.0 Z
68" +75.0/-75.0 +75.0/-75.0 74' +60.0160.0 +75.0/-75.0 1 53-118" +60.0/.60.0 +60.01-60.0 +75.0!75.0 r 0 03 Z
72' +75.0/-75.0 +75.01-75.0 84" +SM0/60.0 +75.0/-76.0 60' +00,0160.0 +60.0/60.0 +75.0/75.0 W qpG
74" +75-0/-76.0 +75.0 f-75.0 86-7l18" +60.0/60.0 +75.0/-75.0 74" +60.01-60.0 +60.0160,0 +7501.75.0 u O 00- '..
37, +75.D 1.75.0 +75.01-75.0 48" +80.0/60.0 +75.01-75.0 84` +80.0160.0 +60.0160.0 +76.0/-75.0 0 = Z
48" +75,0 f-75.0 +75.01-75.0 53-118" +50.0/60.0 +7-K0 f- 55.0 96^ " +60.0!60.0 +60.0/60.0 +75.0/-75.0 U` n
53.1/9' +75.01-76.0 +75.01-75.0 60" +60,01.60.0 +75.0/-75.0 106v'!8" +60.0/60,0 +60.0160.0 +75.0 f-75.0 w LU _
60" 80" +75.0!7&0 +75.01-75.0 66" 6V +60.0160.0 +75.0/-75.0 109" +60.0I 60.0 +80.0/.60.0 +75.0 t-75.0 V Q �
66" +74.21 74.2 +75.0/75.0 74^ +60.0160.0 +75,01.75.0 Ill" +59.5159.5 +80.016D.0 +75A1 75.0 vK ,� r�8
72^ +69.6/69.6 +75.01-75.0 84" +60.01.60.0 +75.01-75.0 53.1/8' +60.0160.0 +60.0/-60.0 +75.0 t-75A NOTES
74" +68.1 168.1 +75.0/•75.0 88-7716" +60.0 f 60.0 +75.01-75.0 ST +60.0!-60.0 +60.0/60.0 +75.0/-75.0
48^ +75.01-75.0 +75.01-75.0 53-1/6' +ilf-MD +75.01-75.0 s4" 6D„ +60,0160.0 +60.0160A +75.0/75.0 W WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER
WINDOW N TABLE.
`\��.o4; LYNty/1`'%�
53-11W +75.0/-75A .. +75.0/-75.0 BO" [k+60.01-450.0
/60.0 +75.0/-75.0 98" +58.8 158.8 +60.0/60.0 +75.0/-75.0 '. •. �J�
60" 63" +75.01-75.0 +75.0/-75.0 86" 63" 160.10 +75.0/-75.0 106-3/8' +552/55.2 +60.0/60.0 +75.0/-75.0 a �y�•.•'•VtCENgfi'•.I�
65" +70.2/-70.2 *7s.of 75.0 71 160.0 +75.0 1-75.0 108" +54.6/64.6 +60.01.6Q.0
+TS.o/75.0 2)OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN q-. •.F� „
72' +85.2/65.2 +751211 5.0 84" /60.0 +75.01-75.0 111" +53.6l-S3.6 +sD.Ol60.0 +75.0/-75.0 WINDOWS, SUBTRACT 1" FROM TABLE SIZE DIMENSIONS. j N0.58705
74' +63.8/63.8 +75.4/-75.0 86-7/16" +75.01-75.0 53-118" +60.0!60.0 +60.0 f 60.0 +78.0/•75.0 60 -
" +60.0/60,0 +60,0/60.0 +75.0/-75.0 3 FOR INSTALLATION IN THE HVHZABOVE 30 FT,GLASS 0
FOR ANCHORAGE SEE SHEET 9. FOR ANCHORAGE SEE SHEET 10. )
7a" +64.0764A +60.0/60.0 +75.6/-75.0 TYPESG -LSHALLHAVEATEMPEREDI.G. GLASSCAP. 'r- S TE
f .
63" n77
+8Q.0160.0 +75.0(-7S.tl BOTH THE DP AND ANCHOR QUANTITY REMAIN`• s ATE F :• 14`
96° +60.0/6M0 +75.0J-7S.0 '•.F119RlOp`.•'• ���
106.3f8' +60.0f604 +75.01-75.0
UNCHANGED.
1�" +s0.ot60.0 +75.0/-75.0 'i1 d/�NAL MR"
111" +60.01.60.0 +75.01-75.0 4)SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. A L 4A WILMR�P.E.
FOR ANCHORAGE SEE SHEET 11. P,E.#58705
TABLE 8: TABLE 9. _
Anchor Otiandties,XO orOX Anchor Quantities,XO or OX TABLE KEY:
with Glass Types A,B,C,G,H&1 with Glass Types D,E,F,J,K& L O X
oemil ovaaij Anchor Group A Anchx.—,Tw8 Anchor Croup C charalt 0era8 Anchor Group A AwhorGroupe I AwhorGmupC 1+C2+1 3 —ANCHOR QUANTITY PER JAMB
Wd[h FWQX H28d&Sqi Jamb Head&Siq Jamb Head&Siq Jamb width Height Head&Sill IJamb Head&SM Jamb Head&Siq Jamb
37, ;+C2+1 2 1+C2+1 2 1+C2+1 2 37^ 1+02+1 2 1+02+1 z 1 1+C2+1 2 HEAD AND SILL ANCHOR QUANTITIES
48" t+C2+1 2 1+C2+1 2 1+C2+1 2 4s" 1+02+1 z 1+C2+1 2 1+02+1 2 LLL���_ A CLUSTER OF(2)ANCHORS
53-1/9^ t+t2+1 2 t+c2+1 2 1+o2+1 2 53-1tr 1+C2+1 2 1+02+1 2 1+C2+1 2 CENTERED ON THE MEETING RAIL
sD W. 1+C2+1 2 1+C2+1 2 1+C2+1 2 ea^ 2a' t+C2+1 2 1+C2+1 2 1+C2+1 2 PLUS(1)ANCHOR AT OPERABLE PRODUCT REVISED
66' ;+C7+l 2 1+C2+1 2 1+C2+1 2 86' 1+C2+1 2 1+C2+1 2 1+C2+1 2 VENT AND FIXED SECTION. (4) as complying with the Florida
72• 2+C2+2 2 1+C2+1. 2 1+C2+1 2 72' Building 2 1+C2+1 2 1+C2+1 2 Building Code
ANCHORS TOTAL AT HEAD AND SILL. NOA-No. 17-0411.06
74" 2+C2+2 2 t+C2+1 2 ",++C2+1 2 74' 2+C2+2 2 1+C2+1 2 1+C2+1 2
3T 1+C2+1 2 1+C2+1 2 1+C2+1 2 37' 1+c2+1 2 1+C2+1 2 1+C2+1 2 Expiration Date 12/21/2021
48" i+C2+1 2 4+C2+1 2 1+C2+1 2 48' 1+C2+1 2 1+C2+1 2 1+C2+1 2 (4"MIN. O.C.ANCHOR SPACING) /=
53-416" 1+Cz+1 2 1+C2+1'; 2 I+ C2+1 2 53-1/8^ 1+C2+1 2 t+C2+1 2 1+02+1 z Miam Product Control
By Z
.—
6Cr 38' 1+C2+ 2 1+C2+4 2 +C2+1 2 80' 36. 1+C2+1 2 1+02+1 2 1+C2+1 2 18 3/4"MAX. Mii-D- "
66" 1+r„2+1 2 1+(2+4. 2 1+C2+1 2 Be" 1+C2+1 2 t+Ca+t 2 1+C2+1 2 � —.-I (�-4"MIN., 10-1/2" MAX.
72' 2+C2+2 2 1+C2+1 2 1+C2+1 2 72^ 2+C2+2 2 1+C2+1 2 1+C2+1 2 3/24/17:UPDATED TABLE&
74" 2+C2+2 2 1+C2+1 2 4+C2+1 2 74' 2+C2+2 2 1+C2+1 2 1+C2+1 2 9"MAX. X O ELEVATION.
37" '+C2+1 2 1+C2+1 2 1+C2+1 2 37' M1+C2+1 2 1+C2+1 2 1+C2+1 2 — —
4g. «+C2+1 2 1+(2+},. 2 1+C2+1 2 48" 1+C2+1 2 1+C2+1 2 1+C2+1 2
531t8" 1+02+1 2 4+C2+1 2 1+C2+1 2 53-118 1+C2+1 2 1+C2+1 2 t+C2+1 2
OW 36-3i8" 1+.:+1 2 1+C2+1 2 ?+C2+1 2 OV 38-3(8` 1+C2+1 2 t+C2+1 2 1+C2+1 2 MTG. RAIL j d .
sa 1+G2+1 2 1+c2+1 z 1+C2+t 2 66" 1+C2+1 2 1+C2+1 2 1+c2+1 2 EXAMPLE CLUSTER WI QTY. OF (2) ANCHORS
72" 2+C2+2 z 1+C2+i 2 1+C1+1 2 72' 2+C2+2 z 1+C2+7 2 t+C2+1 2 Q Cl) O
74" 2+m+2 2 1+c2+1 z 1+t2+1 2 74" 2+c2+2 2 1+C2+1 z 1+02+1 2 (SHOWN IN TABLE KEY ABOVE) ,n Nw rn a
3T t+C2+t 9 i+C2+t 3 1+C2+1 3 �' o¢ p
3T ';+C2+1 3 1+C2+1 3 1+C2+4 3 O N z D' c'
3 i+r„2+1 3 1+C2+1 3 46" 1+C2+1 3 1+C2+1 3 1+C2+1 3 O M W C14
53-1/8' 1+C2+1 3 1+C2+1 3 1+(2+1 3 53•W 1+C2+1 3 t+C2+1 3 1+C2+1 3 0 -1 g m o W
SO" 48^ +�+*, 3 1+C2+1 3 1+C2+1 3 8a' 46" i+C2+1 3 1+C2+1 3 1+C2+1 3 Z CDUil n x n
3 1+C2+1 3 1+C20 3 88 1+C2+1 3 1+C2+1 3 1+C2+1 3 0 U Cy' �E 0 fe
UWAO
72' 2+C2+2 3 1+(2+9 3 1+C2+1 3 72" 2+C2+2 3 1+G2+1 3 1+C2+1 3 l- Z " =q n tiN
74' 2*C2+2 3 1+(2+1 3 1+(2+1 3 74' 2+(2+2 3 t+G2+1 3 1+G2+1 3 CD ^ _L
37" 1+C2+1 3 1+C2+1 3 1+C2+1 3 37' 1+C2+1 3 1+C2+1 3 1+C2+1 3 p `n "-
48' 1+C2+1 3 1+(2+ 3 1+C2+1 3 48" 1+C2+1 3 1+C2+1 3 1+C2+1 3 Z 0 W
53-118' 1+(2+1 3 1+G2+1 3 1+C2+1 3 53-1/v 1+C2+1 3 1+C2+1 3 1+C2+1 3 J 0
60" 511W" t+C2+1 3 1+(2+1 3 1+C2+1 3 ea" W-5/8^ 1+C2+1 3 1+C2+1 3 1+02+1 3 0 Ct
68" 1+r..3++1 3 1+C2+1 3 1+C2+1 3 68' fi+C3+1 3 1+(2+1 3 1+C2+1 3 ® N Q X ;WW
72' 2<2+2 3 1+C2+1 3 `+C2+1 3 72' 2+C3+2 3 4+C2+1 3 1+C2+1 3
74" 2+C3+2 3 1+C2+1 3 1+C2+1 3 74' 2+C3+2 3 1+C2+1 3 1+02+1 3 Z co
37" 1+r„2+1 3 1+Q+1 3 1+C2+1 3 NOTES X
3T 1+C2+1 3 1+CZ+t 3 t+C2+1 3 N 0 O Z
46" t+C2+1 3 1+C2+1 3 1+C2+1 3 - d8' 1+C2+1 3 1tC2+1 3 4+C2+1 3
5318" 1+„�+, 3 t+c2+1 3 1+C2+1 3 53-1/s" t+cz+i 3 t+cz+i s 1+c2+1 3 1)WINDOW DP J ANCHOR QUANTITIES ARE BASED ON THE LL Q "
66" se 1+C3+1 s 1+Cz+1 3 1+c2+1 3 FOLLOWING DIMENSIONS: 0 2 o
tie 54^ ^+ +^ 3 1+rz+1 3 +C2+1 3 HEAD&SILL: 101/2"MAX. ON EACH SIDE OF
f38" f� +, 3 1+C2+1 3 i+C2+t 3 66' 1+C3+1 3 t+C2+1 3 t+C2+1 3 w _
72' 2+r3+2 3 1+c2+, 3 1+C2+1 3 7r 2+03+2 3 1+C2+1 3 1+02+1 s MEETING RAIL CENTERLINE. Z =
7a" 2+C3+2 3 1+C2+1 3 1+C2+1 3 74" 2+C3+2 3 1+Cz+1 3 1+C2+1 s 18 3/4' MAX. FROM CORNERS. ¢ q
3r' 1+C,2+1 3 1+G2+1 3 1+o2+1 3 3T 1+C2+1 3 1+C2+1 3 1+C2+1 3 JAMBS: 9"MAX. FROM CORNERS AND 22 1/2" SOL
48' 1+C3+1 3 1+C7+1 3 1 1+C2+1 3 48" 1+C 3+1 3 1+C2+1 3 S+C2+t 3 MAX. O.C. ,`1
53118" 1+C3+1 3 1+C2+1- 3 1+C2+1 3 53.1J8" 1+C3+1 3 1+C2+i 3 1+C2+1 3 N� LYN
tip 1+p+1 3 t+C2+1 3 1+C2+1 3 60" ea" 1+C3+1 3 1+c2+1 3 1+c2+1 s 2)FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER \�� `�d,.•••---•M /
6g" 1+C3+1 3 M1+(2+1 3 ?+C2t1 3 66. 1+C3+1 3 1+C2+1 3 1+C2+1 3 WINDOW IN TABLE. ` �.`3. , t-tCEN,Q�•.•�� ��
72' 2+C3 2 3 1+C2+1 3 1+C2+1 3 72" 2+C3+2 3 1+C2+1 3 N°.
1+C2+1 3 -
74^ 2+a^4.+2 3 i+c2+1 3 1+C2+1 3 74^ 2+c3+2 3 1+c2+1 3 1+c2+1 s 3)OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN 5a7pg
37" 1+f2+1 3 1+C2+i 3 1+C2+1 3 3T 1+C2+1 3 1+C2+1 3 1+C2+1 3 WINDOWS, SUBTRACT 1"FROM TABLE SIZE DIMENSIONS. -
48• 1+C3+1 3 1+C2+1 3 1+C2+1 3
4g' 1+C3+1 3 1+C2+1 3 t+C2+1 3 f!
53-1r6' 1+C3+1 3 i+c2+1 3 1+c2+1 3 4)FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS �O sr rE0
531F8" 1+C3+1 3 1+C2+1 3 1+C2+1 3 ,. •- <C/
tip 63" 1+�—+1 3 1+C2+1 3 1+C2+1 3 WBY1+C3+1 3 1+C2+1 s t+c2+1 3 TYPES G- L SHALL HAVE A TEMPERED I.G. GLASS CAP. ;�' ,FCOFt1(lP,.• '
3 tie" 1+C3+1 3 1+C2+1 3 1+C2+1 3 BOTH THE DP AND ANCHOR QUANTITY REMAIN
1+c3+1 3 1+C2+1 3 >+C2+1 � � �(y`���
72' 2+C3+2 3 1+C2+1 3 1+C2+1 3 72" 2+C3+2 3 1+C2+1 3 1+C2+1 3 UNCHANGED. r1VAL1EIM1`�
74" 2+C3+2 3 1+C2+1 3 +(2+1 3 74" 2+C3+2 3 1+C2+1 3 1+C2+1 3
5)SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. A.LYNN MILLER,P.E.
P.E.#58705
TABLE 10: TABLE 11:
Anchor Quantities,XOX,113-113-113 Anchor QuantilJes,XOX,113-113-1/3 TABLE KEY:
with Glass Types A,B,C,G,H&I with Glass Types D,E,F,J,K&L X O X
pwrap Cherall Anchor GroWA Anchor Group 8 Anchor Group C Ouarall Overall Anchor GroupA I AnchorGroupB Anchor Group C 1+C3+1+C3+1 3 --r—ANCHOR QUANTITY PER JAMB
Width Height Hood&SIU Jamb Head&Sill Jamb Head&Sit Jamb Width Height Head&Sill Jamb Head&Sill Jamb Hood&Sill Jamb
46" 1+C2+i+c2+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 2 48" t+c2+1+c2+1 2 1+C2+1+02+1 2 1+C2+1+02+1 2
53-t/8' 1+C2+1+C2+1 z 1+C2+1+C2+1 z t+C2+1+C2+1 2 53-W 1+C2+1+C2+1 2 t+C2+1+c2+1 2 1+c2+1+C2+1 2 HEAD AND SILL ANCHOR QUANTITIES
ec" 1+C2+1+C2+1 2 1+c2+1+c2+1 2 1+C2+1+c2+1 2 so^ 1+C2+1+02+1 2 1+02+1+02+1 2 1+c2+1+c2+1 z A CLUSTER OF(3)ANCHORS CENTERED
W 26" 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 66, 26• 1+C2+1+C2+1 2 t+C2+1+C2+1 2 1+c2+1+C2+1 2 ON EACH MEETING RAIL PLUS(1) PRODUCT REVISED
74' 1+C2+1+C2+1 2 r+C2+1+C2+1 2 t+C2+1+02+1 2 74' 1+C2+1+C2+1 2 1+02+1+C2+1 2 t+C2+1+C2+1 2 ANCHOR AT EACH OPERABLE VENT as complying with the Florida
Building Code
W 1+C2+1+c2+1 2 1+c2+1+C2+1 2 r+C2+1+C2+1 2 64• 1+C2+1+02+1 2 1+C2+1+C2+1 2 t+c2+1+02+1 2 PLUS(1)ANCHORS AT FIXED SECTION. Noe-No. 17-0411.06
65-7/16" r+C2+1+02+1 2 1+C2+t+c2+1 2 1+02+1+C2+1 2 66.71W 1+02+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 (9)ANCHORS TOTAL AT HEAD AND SILL. Expiration Dat 12/21/2021
48" 1+C2+1+C2+t 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 48' 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+C2+1 2
53-116' 1+C2+1+02+1 2 1+CZ+1+C2+1 2 1+C2+1+C2+1 2 53-116" S+C2+1+C2+1 2 S+C2+1+C2+1 2 1+02+1+C2+1 2 (4"MIN. O.C. ANCHOR SPACING) By —�
60° 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 fit' 1+02+1+CZ+1 2 t+C2+1+C2+1 2 1+C2+1+02+1 2 Miamr-D a Product Control
8e' 30" 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 ea. 36" 1+C2+1+C2+1 2 t+C2+1+C2+1 2 1+C2+1+C2+1 2 -r-{-25 3/4"MAX.
74" 1+C2+1+C2+1 2 1+C2+1+C2+1 2 i+C2+1+C2+1 2 74' 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 2 I
84' 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 84' 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+CZ+1 2 y [�4"MIN., 10-1/2"MAX. 3/24/17;UPDATED TABLE&
86-7/18" t+c2+1+CZ+1 2 1+C2+1+C2+1 2 i+C2+1+02+1 2 86.7ti6" 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 2 J� ELEVATION.
48" 1+C2+1+C2+1 2 t+C2+1+02+1 2 t+C2+1+02+1 2 48' 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 2 9'MAX. X O X
53•i/8' 1+C2+1+C2+1 2 t+C2+1+C2+1 2 1+C2+1+C2+1 2 53-tJ8' 1+C2+1+C2+1 2 1+C2+1+C2+1 2 t+c2+1+C2+1 2
67 [1+C2+l+C2+l
+C12+1+C2+1 2 1+C2+1+C2+1 2-1+C2+1+C2+1 2 60" 1+C;2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 2 co =
ew 36318" +C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 W 3e-316" 1+C7+1+C2+1 2 1+C2+1+C2+1 2 i+C2+1+C2+1 2 tit d Y
74' 2 1+C2+T+c2+1 2 4+C2+1+C2+t 2 T4" 1+C2+i+CZ+t 2 1+C2+1+CF+1 2 1+C2+1+C2+1 2 MTG. RAIL,TYP. > aiN �+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+t+C2+1 2 84' r+C2+1+Cx+t 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 ewe pO
88-7/16- +C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 88.7116' 1+C2+t+C2+i 2 1+CZ+t+CZ+t 2 1+C2+r+C2+1 z EXAMPLE CLUSTER W/QTY. OF (3� ANCHORS } j} C3
48" 1+02+1+C2+1 3 i+C2+1+C2+1 3 1+C2+1+C2+1 3 48" 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+02+1 3 (SHOWN IN TABLE KEY ABOVE) U w
zw
5&1/6' 1+C2+1+C2+1 3 i+C2+r+C2+1 3 1+C2+1+C2+1 a 53.1/8° 1+C2+1+C2+1 3 1+C2+1+C2+1 3 t+C2+1+C2+1 3 0 M >-u� C/) N
J 9K
60" 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 60" t+C2+1+C2+1 3 1+CZ+1+C2+1 3 1+02+1+C2+1 3 Z ILL. CD z W
Co
6G 46" 1+c2+t+c2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 68' 48^ 1+C2+1+c2+1 3 1+CZ+1+CO2+1 S 1+C2+t+fYf+t 3 = � a-- ^a F -79
74" 1+p+t+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 74' i+c2+1+C2+1 3 t+C2+1+C2+1 3 1+C2+1+C2+1 3 W U 00 ®� ,Q u�
64" 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+02+1 3 64- t+C2+1+C2+1 3 r+C2+1+02+1 3 1+02+1+C2+1 3 m' E¢ 0- Sato
88-T/t6' 1+C2t1+G2+1 $ 7+C2+1+O2+1 3 1+C;t+1+C2+1 3 86.7116' 1+02+1+C2+1 3 i+C2+1+C2+1 3 1+C2+1+C2+1 3 n j Y —
48' 1+C2+1+02+1 3 1+02+1+C2+t 3 1+C2+1+C2+1 3 48" r+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 o Q`
53-1/6, 1+C2+1+C2+1 3 1+C2+1+C2+1 3 i+C2+1+C2+1 3 53.1/6' 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 0 LU M LL '.....
O
60" 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 80' i+C2+1+CZ+1 3 1+C2+1+C2+1 3 i+02+1+C2+1 3 [•7
O o
66' S0.51B` 1+C2+1+02+1 3 1+C2+1+C2+1 3 r+C2+i+C2+1 3 86' 505/8' t+C2+1+CZ+1 3 i+Cx+1+C2+1 3 r+C2+r+C2+t 3 1
i
74' 1+CZ+i+C2+1 3 1+C2+t+C2+i 3 1+C2+1+C2+1 3 74• 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 w J M 1a✓<epg
r
64" t+(:2+1+fx+i 3 t+C2+1+C2+1 3 1+C2+1+C2+7 3 84' 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3
86-T/18" 1+CZ+i+C2+1 3 1+C2+i+C2+t 3 t+C2+1+C2+1 3 66.7/16• 1+C2+1+C2+1 3 1+C2+1+C2+1 3 t+C2+1+C2+1 3 NOTES 0 ',....
48" 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 48' r+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 I- N
53-1/8' 1+C2+1+CZ+i 3 t+C2+�+C2+t 3 t+C2+1+C2+1 3 53.1/8" 1+C2+1+C2+1 3 t+G2+1+C2+t 3 1+CZ+1+C2+1 3 1)WINDOW DP/ANCHOR QUANTITIES ARE BASED ON THE a � ?- e
Sir 1+C2+1+02+1 3 1+02+1+CZ+1 3 1+C2+1+02+1 3 60° 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 FOLLOWING DIMENSIONS: O IL Z Of p ',
6F 54' 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1 68' 54" I
2+1+C2+t 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 HEAD&SILL: 10 1/2"MAX. ON EACH SIDE OF = 1`�•
74' 1+C2+1+C2+t 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 74" 2+1+C2+1 3 1+02+1+02+1 3 1+cz+1+C2+1 3 MEETING RAIL CENTERLINE. Liu
U tL
84° 1+02+1+C2+1 3 1+C2+1+C2+1 3 t+C2+1+02+1 3 84' 3+1+c3+1 3 1+02+1+C2+1 3 1+02+1+CZ+1 3 25 3/4"MAX. FROM CORNERS. Z _
66-7/16" 1+C2+1+C2+1 3 1+c2+t+c2+1 3 t+c2+i+c2+1 3 ee-7116 3+1+C3+1 3 t+C2+1+C2+1 3 1+02+1+C2+1 3 JAMBS: 9" MAX. FROM CORNERS AND 22 1/2"
zMo a
48' 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 46' t+C2+1+C2+1 a 1+C2+1+C2+1 3 1+C2+1+C2+1 3 MAX.O.C.
53-1/8" 1+CZ+1+c2+i 3 1+C2+1+c2+1 3 1+02+1+C2+1 3 53.1/8' t+C2+1+C2+1 3 1+C2+1+C2+1 3 i+C2+1+C2+1 9 \\\111llill////
eo° 1+C2+1+C2+1 3 1+CZ+r+cz+1 3 1+c2+i+Ca+1 3 fit" 1+c2+1+c2+1 3 1+C2+1+C2+1 3 r+C2+1+C2+1 3 2)FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER .� lyY LYty
88' 60" 1+C2+1+C2+1 3 t+C2+1+C'2+1 3 1+C2+1+C2+1 3 66" SW t+C2+1+C2+1 3 t+C2+1+C2+1 3 1+C2+1+C2+1 3 WINDOW W TABLE.
74° 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 7C 1+03+1+C3+1 3 i+C2+1+C2+1 3 1+C2+1+C2+1 3 ���,•' L10ENgF••,�(��
64• +(x+7+C2+t 3 1+C2+1+C2+1 3 r+C:Z+1+C2+1 3 64" 1+pr1+CS+1 3 r+C2+1+C2+1 3 1+C2+1+C2+1 3 '•.�
66 uts +c2+1+c2+1 a 1+c2+1+(2+1 a 1+O2«1+c2+1 3 es 7lie, 1+p p+t+ +1 3 t+c2+1+c2+1 3 1+02+l+c2+i 3 3)OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN
WINDOWS, SUBTRACT 1"FROM TABLE SIZE DIMENSIONS.
48' 1+C2+1+C2+1 3 1+C2+1+C2+1 3 t+C2+1+C2+1 3 48' 1+C2+1+C2+1 3 1«C2+1+C2+1 3 t+C2+1+C2+1 3 =-O
53-11W 1+C2+1+C2+1 .....g 1+02+1+02+1 3 t+c2+1+c2+1 3 53 rrfi' 1+02+l+c2+1 3 1+c2+1+c2+; 3 t+o2+1+C+c2+t 3 4) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS
fiQ" 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+(�ti+C2+1 3 60' 1+C2+3+(x+t 3 1*C2+t+(�+1 3 1+C2+1+C�+1 3 d ATE (4�
66" Sr 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 86• 63" i+p+l+p+t 3 1+G2+1+C2+1 3 t+c2+l+cz+1 3 TYPES G-L SHALL HAVE A TEMPERED I.G. GLASS CAP. r �
BOTH THE DP AND ANCHOR QUANTITY REMAIN i�s '•FCORIDP . ����
74" 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+t+c2+1 3 74- 1+C3+1+C3+t 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 UNCHANGED. Z7i7slQ•.••.••�,l G���
84" 1+CZ+r+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 64` 1+C3+1+03+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1
86-7/16" t+c3+1+C3+1 3 1+C2+1+C2+7 3 1+C2+1+C2+1 3 86.7/18° i+p+l+p+i 9 1+C2+1+G2+t 3 r+C2+t+C1+t 3 5)SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. A.LYNN MILLER,P.E.
P.E.#567115
TABLE 12: TABLE 13:
Anchor QuanNes,XOX,114-1/2-1/4 Anchor Quantities,X0X,114-1/2-114
with Glass Types A,8,C,G,H&I wlth Glass Types D,E,F,J,K&L TABLE KEY:
olmnll (pall Anchor Group A Anchor Group B I Anchcr Group G W"rall Overall Anchor Gm vp A Anchor Group B Anchor Group C X O X
Width Height tt ad&Slll Jarnb Head&Sill Jamb Head&Silt Jamb Width Haight Head&Sill Jamb Need&$111 Jamb Hmd&Stll Jamb
53-trfi" 1+C2+1+C2+1 2 1+C2+t+C2+1 2 1+C2+1+C2+1 2 v 1+C2r +C2+1 z T+C2+t+C2+1 z t+C2+ « + 2 1+C2+2+C2t-1 3 —ANCHOR QUANTITY PER JAMB
Sir 1+C2+1+C2+1 2 1+CZ+1+C2+1 2 1+C2+1+C2+1 2 ST 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 2
74' 1+C2+1+C2+1 2 1+CZ+1+C Z+1 2 1+C2+1+C2+1 2 74' 1+C2+2+C2+1 2 1+CE+1+C2+1 2 1+C2+1+C2+1 2 HEAD AND SILL ANCHOR QUANTITIES
84• 28' t+C2+2+C2+1 2 1+C2+t+C2+1 2 1+C2+1+C2+1 Z 64" 26' 1+C2+2+02+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2
95• 1+C2+2+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 96" 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+1+12+1 2 A CLUSTER OF(2)ANCHORS CENTERED
106318' t+C2+2+C2+1 2 1+C2+1+c2+1 2 t+C2t1+C2+1 2 10satr t+C2+2+c2+1 2 1+C2+2+C2+1 2 t+C2+1+C2+1 z ON EACH MEETING RAIL PLUS(1) PRODUCT REVISED
106^ 1+C2+2+02+1 2 1+C2+1+02+1 2 1+C2+1+02+1 2 706• 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+1+C2+1 2 ANCHOR AT EACH OPERABLE VENT as complying with the Florida
111` 1+C2+2+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 111' 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+t+C2+1 2 Building Code
PLUS (2)ANCHORS AT FIXED SECTION. Now-Ho. 17-0411.06
53-1/8' 1+C2+1+C2+1 2 1+02+1+c2+1 2 1+C2+1+C2+1 2 53-1/8' T+C2+t+G2+1 2 1+C2+1+C2+1 2 t+CZ+t+C2+1 z
BY 1+Cs+1+C2+1 2 f+C2+1+C2+1 2 1+G2+4+G2+1 2 Sir 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+CZ+1+C2+1 2 (8)ANCHORS TOTAL AT HEAD AND SILL.
T4' t+CZ+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 74" t+C2+2+GZ+1 2 1+C2+1+C2+1 2 1+CZ+1+C2+t Z Expiration Date1Y/21/2021
84• 1+C2+2+[2+1 2 1+C2+t+C2+i 2 1+CZ+1+C2+1 2 84' 1+G2+2+C2+1 2 1+C2+1+C2+1 2 i+(,2+1+G2+1 2
96^ 3c f+c2 z+c2+t 2 1+Cz+1+C2+1 2 f+C2+1+C2+1 2 ST 38 1+cz+z+Gz+1 2 1+C2+2+C2+1 2 1+C2+1+C2+1 z (4"MIN.O.C.ANCHOR SPACING) ay ua Co
106-3r8• 4+C2+2+C2+i 2 1+C2+2+CZ+l 2 1+C2+1+C2+1 2 ?063f8• t+C2+3+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 Miami�Da Product Control
108' T+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+1+CZ+1 2 t0&` t+(2+3+C2+f 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 25 3/4"MAX.
111" 1+C2+2+G'2+1 2 1+C2+2+C2+1 2 t+C2+1+C2+1 2 111' 1+C2+3+C2+1 2 i+C2+2+C2+1 2 1+C2+2+C2+1 Z
53-1/6 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 63-1/8' 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+CZ+t Z —7 I--�+" MIN., 10-1/2"MAX. £ ELEVATION.
UPDATED TA6LE&
8T 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 80' 1+C2+1+C2+1 2 1+CZ+1+C2+1 2 1+G2+1+CZ+1 2 y[ ELEVATION.
74' f+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+t+C2+1 2 7,r 1+C2+2+C1+t 2 1+G2+1+C2+1 2 1+C2+1+p+1 2 9��MAX. X Q X R£
BW' 383+6" 1+C2+2+C2+1 2 1+C2+1+Cx+1 2 1+C2+1+C2+1 2 84" 38316` t+C2+2+C2+1 2 1+C2+1+C2+1 2 1+C2+1+CZ+1 2
96" t+C2+2+G2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+t 2 96' t+C2+2+C2r1 2 l+C2+2+C2+1 2 1+C2+1+C2+t 2
lasals` f+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+1+C2+1 2 1083/6° 1+C2+3+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 !R _O Y
loft 1+C2+2+C2+1 2 1+C2+2+CZ+t 2 1+C2+1+C1+1 Z 108" ;+C2+3+C2+1 2 1+C2+2+CZ+1 2 1+C2+2+C2+1 2 MTG. RAIL, TYP. ^Wj z 04 C0 'ACV
III" 1+C2+2+C2+1 2 1+C2+2+CZ+1 2 1+C2+1+C2+1 2 111" t+C1+3*C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 EE w M 0
53-1/8" 1+C2+1+CZ+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53-118" 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+CZ+t 3 EXAMPLE CLUSTER WI QTY.
60' 1+C2+t+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 ST 1+C2+1+CZ+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 } n y qad Q O
74' 1+G2+t+C2+1 3 t+C2+1+(2+1 '3 1+CL+1+C2+t 3 74' 1+C2+2+C2+1 3 1+C2+1+G2+1 3 1+C2+1+C2+4 3 OF 2 ANCHORS 0 z w h'-
6q. 46' 1+G2+2+G2+t 3 1+C2+1+C2+1 3 I+p+1+CZ+t 3 &P 4B, T+CZ+2+C2+1 3 1+p+t+CZ+1 3 1+C2+1+CZ+1 3 ,J t"2 G W Ua CVO
W 1+02+2+02+1 3 1+CZ+2+p+1 3 T+C2+f+C2+1 3 86" 1+02+3+C2+i 3 1+C2+2+02+f 3 t+p+i+C2+1 3 (SHOWN IN TABLE KEY ABOVE) Q W o a� w
1063.8' 1+CZ+3+G2+1 3 S+CZ+2+CZ+1 3 1+CZ+1+C2+1 3 106-ur S+C2+3+C2+1 3 1+C2+2+C2+1 3 f+C2+2+C2+1 3 = W rD
108° 1+CL+3+C2+1 3 1+C2+2+C2+1 3 1+C2+1+C2+1 3 111 t+CZ+3+C2+1 3 1+C2+2+C2+1 3 1+C2+2+t2+t 3 (j V p U C8
111' 1+C2+3+C2r1 3 T+C2+2+C2+1 3 t+C2+1+C2+1 3 ttt' 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 H Z d. i¢ D- u roll
53 ar 1+C2+1+C2+1 3 1+C2+1+C2+1 3 f+C2+t+C20 3 W-1/8' 1+CZ+1+02+1 3 1+C2+1+C2+1 3 1+C2+i+CZ+1 3 O W
RIP 1+C2+1+02+1 3 1+02+1+C2+1 3 1+C2+1+q+1 3 60" 1+C2+1+C2+1 3 1+C2+1+C2+1 3 t+C2+S+C2+1 3 r" '�
74` 1+C2+1+p+1 3 1+C2+1+C2+1 3 /+C2+1+02+1 3 74" t+C2+2+G2+1 3 1+C2+1+C2+1 3 1-C2+1+C2+1 3 a Z 0 W V,ti LL
64" , 1+C2+2+C2+1 3 1+CZ+1+C2+1 3 1+C2+1+CZ+1 3 84• i+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 --1 Q
S8' � 1+L2+2+C2+1 3 t+CZ+2+C2+1 3 f+C2+t+C2+1 3 W i+C2+3+C2+t 3 1+CZ+2+C2+1 3 1+C2+1+C2+1 3 Q N �-
10831S' 1+C2+3+C2+1 3 1+C.2+2+C2+1 3 t+C2+1+C2+1 3 10"a" 1+C3+3+p+1 3 ;+C2+2+C2+1 3 1+C2+2+C2+1 3 e-
10$' 1+C2+3+C2+1 3 4+t2+2+C2+1 3 1+C2+1+C2+f 3 1C8' 4+p+3+p+1 3 t+C1+2+C2+i 3 1+C2+2+C2+f 3 H Q Polls
111` 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C2+2+02+1 3 111• 1+C3+3+p+1 3 l+C2+2+C2+1 3 1+C2+2+C2+1 3 m I-- '
53-118, t+C2+1+C2+1 3 f+C2+1+CZ+1 3 1+C2+1+C2+1 3 6318• f+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 NOTES z 0 F_
ST t+C2+1+C2+1 3 1+C2+1+C2+1 3 S+C2+1+C2+1 3 e0' 1+C2+1+C2+1 3 1+CZ+t+C2+1 3 I+C2+1+C2+1 3 Pl _
74' 1+C2+1+C2+1 3 1+=+1+C2+1 3 1+C2+1+C2+1 3 74' - 1+C2r2+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1)WINDOW DP/ANCHOR QUANTITIES ARE BASED ON THE a
84" 54" f+C2+2+p+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 84' 64" 1+C3+2+C3+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 FOLLOWING DIMENSIONS: O Q O
1s 1+C2+2+G2+1 3 1+C2+2+c2+1 3 t+cz+1+12+1 3 9fi T+C3+3+C3+1 3 1+C2+2+C2+1 3 1+02+1+CZ+1 3 HEAD&SILL: 10 1/2"MAX.ON EACH SIDE OF
108318" 1+CZ+3+C2+1 3 t+CZ+2+C2+1 3 1+C2+1+C2+1 3 108-V8' 1+03+3+03+; 3 1+02+2+C2+1 3 1+C2+2+C2+1 3
MEETING RAiL CENTERLINE. m
?OS^ t+C2+3+02r1 3 1+02+2+C2+1 3 1+C2+1+C2+1 3 t06° 1+q+3+C3+t 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 V J Z =
25 3/4"MAX. FROM CORNERS.
111' t+C2+3+C2+1 3 1+02+2+C2+1 3 T+C2+2+C2+1 3 t11" t+q+3+C3+1 3 7+C2+2+C2+7 3 1+C2+2+C2+1 3 '1 Q
53-116" 1+02+1+C2+1 3 1+C2+1+C2+1 3 i+C2+1+C2+1 3 53-11W 1+C2+1+C2+1 3 1+02+1+C2+1 3 t+CZ+1+C2+1 3 JAMBS: 9"MAX. FROM CORNERS AND 22 1/2"
60' 1+02+1+C2+1 3 1+C2 1+C2+1 3 t+p+1+C2+1 3 61r 1+C2+1+CZ+1 3 f+p+1+C2+1 3 1+C2+1+C2+1 3 MAX. O.C.
74' 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 74" f+C3+2+q+1 3 1+C2+1+C2+1 3 1+C2+1+C2+t 3 `ii Sitif flf rr//
84' 66^ 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+1+G2+1 3 84' SO" 1+C3+2+p+1 3 T+C2+1+C1+1 3 1+q+1+CZ+1 3 1 2)FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER
98' 1+C3+2+C3+1 3 1+C2+2+C:2+1 3 1+C2+i+C1+1 3 Sir i+C3+3+q+1 3 1+C2+2+02+1 3 t+C2+1+C2+1 3 WINDOW IN TABLE. ;` .`1Ct* RC N'• '+7/� f��
10"8' 1+0 +3+C3+1 3 t+C2+2+q+1 3 1+C2+1+C2+1 3 1083f8" 1+C3+3+C3+1 3 i+C2+2+C2+f 3 1rC2+2+G2+1 3
108, 1+C3+3+q+1 3 1+C2+2+C2+1 3 T+C2+1+C2+1 3 IDS" 1+p+3+CG+1 a 1+C2+2+Cz+i 3 1+C2+2+C2+1 3 3)OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN �'
N0
f11" 1+p+3+p+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 tf1' 1+03+3+C3+1 3 1+C2+2+02+1 3 1+C2+2+C2+1 3 705
WINDOWS,SUBTRACT 1" FROM TABLE SIZE DIMENSIONS.
53116" i+C2+1+02+1 3 1+02+1+C2+1 3 i+C2+1*G2+1 3 63-Ile° 1+C1+1+C2+1 3 1*C2+1+C2+1 3 t+C2+1+C2+1 3 -_
67 1+C2+1+C2+1 3 t+C2+1+C2+1 3 i+C2+1+C2+1 3 SO• 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3
4 FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS �1s Q
7M 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 74' 1+C3+2+C3+1 3 i+CL+1+C2+1 3 1+12+1+cz+1 3 TYPES G- L SHALL HAVE A TEMPERED I.G. GLASS CAP. ��O STATE O "
fi4" t+p+2+C3 1 3 1+C2+1+C2+1 3 T+C2+t+C2+1 3 64• t+C3r2+C3+1 3 1+C2+1+C2+1 3 1+p+1+C2+1 3 �,, '• �1J�
66" 6 1+q+2+q+1 3 1+C2+z+ram+1 3 1+C3+",+C2+f 3 s8" 63^ t+C3+3+C3+1 3 t+c2+z+Cz+1 3 1+G2r1+Gz+1 3 BOTH THE DP AND ANCHOR QUANTITY REMAIN f� '"•F�oRIOP..•'•
lo63r8" 1+q+3+q+1 3 1+CZ+2+C2+1 3 1+C2+1+C2+1 3 TCgv" 1+G3+3+C3+1 3 1+C2+2+C2+1 3 1+C2+2+=+t 3 UNCHANGED. �I�NAL
708` 1+C3+3+C3+1 3 1+C2r2+CZ+t 3 1+C2+1+C2+9 3 908" t+p+3+C3+1 3 1+CL*2+C2+1 3 4+C2+2+C2+7 3 //rfllt ttt l\1t,
tit• t+C3+3+C3+1 3 1+C 2+2+C2+1 3 1+C2+2+C2+1 3 t14" 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 rj)SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. A.LYNN MILLER,P.E.
P.E.#58705