HomeMy WebLinkAboutProduct approval - rolling window RECEIVED
JUL 0 3 1018 LE COPY
Permitting Department I
MIAMI•C>AA►DE St, Lucie Countv 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.miamidad&Zov/economy
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—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'9111-710"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 Oficial.
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.
NOA No. 17-0411.06
MIAMFDADE COUNTY Expiration Date: December 21,2021
Approval Date: August 31,2017
Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED
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, Duraseale 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. 16-071413)
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 ct 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. FTL4859, 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-5a'
Edition (2014)and FBC-6a'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-51" Edition (2014) and FBC-
61h 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)
ge M.Plasencia,P.E.
Pro46ct 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 (CONTINUED)
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 NDA No. 07-0815.09)
6. Laboratory compliance letter for Test Reports No. FTL-4858 and FTL4859, 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.
Oe
orge M.Plasencia,P.E.
Pr 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 8 SMALL MISSILE VARIES PER OPTIONS,
IMPACT RESISTANT SEE SHEETS
A 5/16"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A,090'PVB INTERLAYER.
B.5116"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.5/18"LAMI CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS WITH A.0911`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"PVS INTERLAYER.
F.7116"LAMI CONSISTING OF(2)LITES OF 3/18"HEAT STRENGTHENED GLASS WITH A.090'PVB INTERLAYER PRODUCT REVISED
G.13/16"LAMI IG:(1)LITE OF 1/8'OR 3116'ANNEALED(MIN.)GLASS,5/16"OR 3/8'AIR SPACE AND 5116"LAMI as eomplying with Me Florida
CONSISTING OF(2)LITES OF 118"ANNEALED GLASS WITH A.0917 PVB INTERLAYER.
Bt=
Code
H.13/16"LAMI IG:(1)LITE OF 1/8'OR 3116"ANNEALED(MIN.)GLASS,5/16"OR 3/8"AIR SPACE AND 5/16"LAMI CONSISTING OF(1)LITE OF 118"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
I.13/16"LAMI 10:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS,5/16"OR 3/8'AIR SPACE AND 5/16'LAMI By
CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS WITH A.090'PVB INTERLAYER. Miami •Frodut Con-o-1
J.13116"LAMI IG:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS,3116"OR 114"AIR SPACE AND 7/16"LAMI
CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH A.090"PVB INTERLAYER
K.13/16"LAMI IG:(1)LITE OF 1/8"OR 3/18'ANNEALED(MIN.)GLASS,3/16"OR 1/4"AIR SPACE AND 71B"LAMI 3/24/17:NEW LAYOUT,SHEET
CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3118"HEAT STRENGTHENED GLASS WITH A.090"PVB INTERLAYER. REORG4NIZATION,UPDATED
L.13116"LAMI IG:(1)LITE OF 1/8'OR 3118"ANNEALED(MIN.)GLASS,3/16"OR 1/4"AIR SPACE AND 7/16"LAMI ANCHOR NGEDUANYTY 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
3.DESIGN PRESSURES:(SEE TABLES,SHEET 8) //1 a•e
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. ry
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. p o O
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. }P. w.o 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 y N
5.SHUTTERS ARE NOT REQUIRED. Z LL z v
6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. _
7.REFERENCES:TEST REPORTS FTL-4858,FTL-4859 AND FTL-5330. U d c U At
ELCO ULTRACON NOA'S F Z a•� a w
ANSUAF&PA NDS FOR WOOD CONSTRUCTION or
ALUMINUM DESIGN MANUAL c Z
8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 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. Q O
0
TABLE 1: 1)WHERE SUBSTRATE ..us
Anchor Frame Min.Edge Min.O.C. MIn. CONDITIONS REQUIRE ® H rn rn
Anchor Type Substrate Emb•dmentor # z LU
Group Member Dlatattee Distance ANCHORAGE FROM MORE O F z
Metal ThitdtneM THAN ONE OF THE ANCHOR M O
2,Steel SMS(Gr. Southern Pine(SG a 0.55) 9116" 716" GROUPS ABOVE,CHOOSE THE LL O z
A (min.of 3 threads beyond All 8083-TS Aluminum 3/8" 9116" 118" ANCHOR GROUP OF THE o = o
motel substrate) A38 Steel or Gr.33 Steel Stud 3/8' 9/16" 0.045 18 Ge) LOWEST LETTER FOR ALL Z K
Jamb Hollow Block ASTM C90) 1314" 6' 1-114" SUBSEQUENT TABLES IN THIS u O W =
114"Elco UltraConS All Concrete min.2.85 ksl 1° 4" 13(4' APPROVAL. � t9
B All Southern Pine SG s 0.55 1" 1" 13/8" NIDA DRAWING MAP ou -M
2 FLATHEAD ANCHORS MUST SHEET
1/4'410 SS E co CreteFlax® All Southam Pine(SG 0.55) 1" s 1318" BE#12 TRIMFIT HEAD. GENERAL NOTES.............1 ,,%%tNY
Jamb Hollow Block,(ASTM COD 2-1/2' 8" 1-1/4' �p ......... �/�
C i/4'410 33 Elco GeteFlex® GLAZING DETAILS............2 !_
All Concrete(min.3.35 ksl 2-1/2" 4' 1.314' .' NSF'•.
ELEVATIONS....................3 .. `�
TABLE 2: VERT.SECTIONS.............4 No.58705 '
HORIZ.SECTIONS............4
Material Min.F, MIA.F. CODES 1 STANDARDS USED:
Steel screw 92 kal 120 kal •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION CORNER DETAIL..............4 - '-
Elco UttreCon 0 155 kill 177 kai •2014 FLORIDA BUILDING CODE(FBC),6TH EDITION PARTS LIST.......................6
410 88 Elco CrotsRex 0 127.4 kill 188.7 ksI •ASTM E1300.09 EXTRUSIONS....................6 �
•ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION INSTALLATION..................7 � •••''� fl�•'
6063-T5 Aluminum 16 kill 22 kai •ALUMINUM DESIGN MANUAL,ADM-2015 ��i S/�,I ��
0003-76 Aluminum 25 kat 30 kill •AISI$100-12 ANCHOR QUANTITY.......9-11 '777/1 14111 tl�t`
A36 Steel 3e kal 56 kei -NSC 360.10
Gr.33 Steel Stud 33 kal 45 kel A.LYNN MILLER,RE
P.E.#5a7W
41 50 21 50
SILICONE HOT-MELT BUTYL
1/2'NOM. 1/2"NOM. STRUCTURAL
53 GLASS BITE 55 GLASS BITE SILICONE
STRUCTURAL 1/4"NOM. FOAM 3!1 S"NOM.
P WITH BUMENT Wri11
WITH DESICCANT DESICCANT
PRODUCT REVISED
5160,61,62 51 63.64,65 EXT.GLASS EXT.GLASS ascom gg with tha FI.Ada
miding ode
4.501116'ANNEALED OR MEAT STRENGTHENED GLASS 3116'ANNEALED OR HEAT STRENGTHENED GLASS NOA-No. 17-0411.08
6,
09P PVB INTERLAYER .090'PVB INTERLAYER
IM'ANNEALED OR HEAT STRENOTHENED GLASS 3116'ANNEALED OR HEAT STRENGTHENED GLASS Expiration Date 12/21/2021
NOM. 7116'LAMINATED
LAMINATED GLASS 7/T6'LAMINATED GLASS INT GLASS INT.GLASS By ;
MI D uct Control
O KODISPACE O SUPER
ASG TPS SPACER®NXT71A III
3124/17 NEW SHEET
EXTERIOR INTERIOR F'>
(ALL SECTIONS)
ALUMINUM =
50 *REEMENT POLYISO- DESICCANT FILL AREA LU 3
21 21 BUTYLENNEE 5H 6'NOM. r�TSi O
SILICONE SEAL o
85 88 1/2'NOM, 85-08 1/2"NOM. DESICCANTAINLESS STEEL O +ra
59 GLASS BITE GLASS SITE F 0 o ' z w
EXT.GLASz d$ Lu +
52 52 EXT.GLASS Z L �y p
86,67,68,69,70,71 72,73,74,75,78, 00LI Z� °�� ¢ � nn
116'ANNEALED OR HEAT STRENGTHENED GLASS 3116'ANNEALED OR HEAT STRENGTHENED GLASS r TC
.090'PVB INTERLAYER .091"PVB INTERLAYER SS gz
116'ANNEALED OR HEAT STRENGTHENED GLASS 3/16'ANNEALED OR HEAT STRENGTHENED GLASS INT'GLASS �Z W �
fills'LAMINATED
5/1LL
8'OR 316'AIR SPACE 3M6.ORIWAIRDSPACE DURASEAL® XL EDGETm 0
116"OR 3M6'ANNEALED OR TEMPERED GLASS iW OR 9116'ANNEALED OR TEMPERED GLASS 67 SPACER &SPACER N
13/16'NOM. 13116 NOM. PRw
13/16"LAMI IG GLASS W/5/18"LAMI 13/16'LAMI IG GLASS W/7/16"LAMI a S I- co in
TABLE 3:
GLASS TYPES: Part# Description Material N a
A.5/18"LAMI-(1/8'A..090'PVB,1/8"A) IX
B.5/16'LAMI-(1/8'A,.OW-PVB,1/8"HS) 85 KOMMer6ng 4SG TPS Spacer System a 0 o
C.5/18'LAMI-(118'HS,.090'PVB.1/8HS) Be Quanex Super Softer nXr with Hot Melt Butyl See this Z
D.7/16"LAMI-(3/16"A,.090"PVB,3/16-A) Sheet for D D
E.7/16'LAMI-(3/16'A,.090"PVB,3116"HS) 87 Quanex Duraseal Spacer Materials _
F.7/16"LAMI-(3116'HS,.090"PVB,3/16"HS) Be Cardinal XL Edge Spacer u a■o
G.13/181 LAMI IG-1/8"OR 3/16"A(MIN.),5/16"OR 3/8"SPACE,5/16'LAMI-(1/8"A,.09W PVB,1/8"A) R F -8717,8968 s 897
H.13118"LAMI IG-1/8"OR 3/18'A(MIN.),5/16"OR 3/8"SPACE,5118"LAMI-(118"A,.090"PVB,1/8'HS) .1�ONY LYN/yM�%,��
I. 13118'LAMI IG-1/8"OR 3116"A(MIN.),5/16'OR 318"SPACE,5116'LAMI-(1/8'HS,.O90"PVB,1/8"HS) "
J.13/16"LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 114'SPACE,7/1W LAMI-(3/18'A,.090'PVB,3/18"A)
K.13116"LAMI IG-1B"OR 3/18"A(MIN.),3/16"OR 1/4"SPACE,7/18"LAMI-(3116'A,.09W,3116'HS) � P
NO 587ML. 13/16'LAMI IG-11W OR 3116"A(MIN.),3/16"OR 114"SPACE,7/18"LAMI-(3/16"HS,.OW,3/16"HS)
FOR INSTALLATION IN THE HVHZ ABOVE 30
FT,GLASS TYPES G-L SHALL HAVE A r 'n
TEMPERED I.G.GLASS CAP.BOTH THE DP AND
ANCHOR QUANTITY REMAIN UNCHANGED. 4,,ONAL if 1E tl�
A LYNN MILLER,P.E.
"PVB"=KURARAY TROSIFW PVB INTERLAYER PE't 5870
27 3/8" 27 31W 27 3/8'
MAX.DLO 54 5/16"MAX.DLO FIXED MAX.DLO MAX.DLO
VENT VENT FIXED p p
—It-Z
i
e B B B PRODUCT REVISED
as eompl ng with the Florida
Buildln9 di
NOA-No. 17-0411.06
Expiration Date 12/21/2021
/ ( / / / / / Mlam a roduct Control
X O X X O X
3/24117:NO CHANGES THIS
SHEET.
o Y =
i— 867/1 6"MAX.WIDTH I.F.FRAME
110"MAX.WIDTH I.F.FRAME—� > +'o
111"MAX.WIDTH FLANGE FRAME -I 86 7/16"MAX.WIDTH FLANGE FRAME 8 t� _ fn
CN
00 8� z
DETAIL B-XOX(1/4-1/2-1/4) DETAIL C-XOX(1/3-1/3-1/3) z u-8 ui
o z U pie
Z v3� j Y wn
NOTE:
33 9116"MAX. 33 9/16"MAX. 1.SEE SHEET 4 FOR VERTICAL AND HORIZONTAL SECTION DETAILS.
P
DLO VENT
DLO FIXED D
oz w LL
O
0
_ 63"MAX. SEALANT OR GASKET $ d '""�
FLANGE AT HEAD AND SILL Z H
A ' rDLO
FRAME N in z
ALL 15 W z ,.s
CONFIG. = F o
MAX. X ¢ l:
MX. / / LL 43 I.F.FRAMEDLO ALL FIXED TS
LITES 62"MAX.
I.F.FRAME
llilj7
O I X ALL
CON IG.
I �
*; No.58706
1 13 FLANGE FRAME
73"MAX.WIDTH I.F.FRAME-41
74"MAX.WIDTH FLANGE FRAME VIEW D-D i NAL 1
DETAIL A-OX OR XO (FRAME CORNER CONSTRUCTION)
A.LYNN 10 P.E.
P.E.Y 58705
INTERIOR 37 32 35 39
1 22
D � Q 16
2 13 PRODUCT REVISED
EXTERIORLJ1 INTERIOR euuce� onrewith the Florida
C� NGA-,.. 17-0411.06
21 MAX.VENT DLO MAX.FIXED DLO MAX.VENT DLO Expiration nate 12/21/2021
By
MAX.WIDTH(FLANGE FRAME) MI-7 tr
EXTERIOR 19 SECTION B-B 17
(HORIZONTAL SECTION-XOX SHOWN WITH FLANGE FRAME) BSHEEf7_NocrANcesrrlIs
x
MAX. INTERIOR 7 35 32 37 39 .w
HEIGHT 11721 _
FLANGE
FRAME
VENT
Q16 0�+0 w a
DLO x t � U �a
MAX. F Z< 4 a. *n
FIXEDJim
o _ O
Z
DLO Z $ iLL
0 "
22 MAX.FIXED DLO �� MAX.VENT DLO O
r MAX.WIDTH(I.F.FRAME) 43 $ W rws
21 EXTERIOR SECTION A-A ® Z 0
(HORIZONTAL SECTION-OX SHOWN WITH INTEGRAL FIN FRAME) ° z
24 $ = i o
8 22 21 41 22 v
2 a y x
.iu +rrw
12 24 8 EXTERIOR INTERIOR ``ttit1�f��il'rr'
7 12 21 ONY...........
LYNN
7 : '�`•' F Mi��;
EXTERIORSILL INTERIOR
vo
ATE
10 SECTION C-C 42 HEAD '"7,,/ONALLLE�G��
A
(VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION, I.F.FRAME) (VERTICAL SECTION, I.F.FRAME) 'LY�P"5870IFI�I5870SP.E
5
TABLE 4:
MEM DWGWIRW DIISCRIPMN MAIL PGm MMI DWG#RLVJ DISCR1PMN MAIL PG-0
1 4102 A IFLANGE FRAME HEAD 6063-T6 AL 612237 66 GIA SS,13/16"LAMI IG,I/8"A IN.),3/8"AIRSPACE,S/16'LAMI VrA,.090PVB,U8"A
2 4025 SASE STOP STD. (ANTI LIFT CUFY. 6063-T5 AL 612144 67 " 13/16"IAMIIGU8"A IN. 3/8"AIR SPACE,916-LAMI 1/8"A,.090PVB 1/8"113
3 #8X3/4PRPANHEAD 7934AA 68 13/16"LAMI IG,I/8"A(MIN.),3/8"AIR SPA5/16"LAMI 8"HS.090PVBU8"HS
4 4053 SASH STOP COVER ASH S 6063-T5 AL 69 13116'IAM[IG3/16"A 0AIN.j 5/16"AIR SPACE,5/16'LAMI(1/8"A,.090 PVB,U8"A
6 4136 FIANCE FRAME SILL 6063-T6 AL 64136 70 13116'LAMI IG3/16'4 IN. 5116"AIR SPACE,5116"LAM](1/8-A,.090 PVB,ll8"HS
7 4137 SILLADAPTOR 6063-T6 AL 64137 71 13/16"LAMI IG3116"A IN. 5/16"AIR SPACE,5/16'LAMI V8 .090 Pylk V8"
72 " 13/16"LAMI IGI/8"A IN. I/4"AIR SPACF,7/16'LAMI /16'A,.090PVB,3/16A PRODUCT REVISED
8 4131 ROLLER TRACK 6063-TEAL 64131 " Bu coma Inp with the Florida
73 13/16"LAMI IGl/8"A(MAT. V4"AIR SPA 7/16"LAMI(3/16-A,.090P 3/16'HS Building L7oe.
10 71298 W14PHOIECOVER POLYPROP. 71298 Non-No. 17-0411.06
12 1626 ADHFSIVEOPENCELL FOAM PAD 7PAD1626 74 13/16"LAMIIG1/8"A IN.,U416-AIRAIR A 7/7/16-LA 3(3/16- ,.090P.090 B3/16"HS
75 13/16'LAMIIG3/16"A 3/l6"AIR SPA 7/16"LAMI 3/16"A .090P 3/16"4) Expiration Data 12/21/2021
13 4002 A IFIANCE FRAME IAMB 6063-T6AL 612275 76 13/16'[AMIIG3/16"A IN.,3/16'AIR SPACE,7116-LAMI 16-4 .090PVB,3/16"HS By
14 4134 lGk=FORMAINFRAMEMI JOINT 74134W/K 77 13/16"LAM[IG-3/16"4(MIN.),3/16-AIR SPACAF,7110 1(3/16"HS,.090PVB 3/16'HS) mi.W17�piml,Product Control
15 1155 #8 X 1.000 QUAD PN.SMS 781PQA 90 1014 SCREEN FRAME OR&VER 3105-H14AL
16 4110 G SCREEN ADAPTOR 6063-T5 AL 641 IOG 91 1630 SCREEN CORNER KEY W/RINOS POLYPROP, 3124/17:CHANGED GLuz+ND
11 1 4054 B FDCEDMEETINGRAIL 6063HD-T6AL 64054A 92 1631 SCREEN CORNER KEYW/OUT RINGS POLYPROP. �SILCONE.
19 4066 W STP. 187 X.230,FIN SEAL 64066G 93 1073 SCREEN SPRING ST.ST.
21 4105 SASH TOP&BOTTOM RAIL 6063-T5 AL 611240 94 1624 SCREEN SPIR M-.135 DIA.FOAM EM PVC
22 1683 WSTP.750 X.270 BAM FIN SEAL 61683G 95 1635 SCREEN SPLRSIES-.135 DIA.HARD EM PVC
23 225.1 IRCILIERHOUSING&GUIDE 42112ED 96 SCREEN CLOTH
24 226 BRASS ROLLERWHEEIS BRASS 7BRWHI2 0 1 o Q o
29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP_ 441M >P o +n a
LO
32 4006 D SASHMEEINGRAIL 6063HS-T6 AL 64006 2.710 0 L4 a D
33 1235 W STP.170 X.270 BA FIN SEAL 67SI60 O�o w e
35 1096 SWEEP LATCH DIE-CAST 71096 =L
36 1016 08 X.625 PA FL SMS 7858 H z o 0 7 a —a-
4126
37 4126 SASH SLOE RAIL 6063-T5 AL 64126 2 L4.062
A j m
38 1683 W STP.250 X.270 BA FIN SEAL 6169X
39 7070 BULB WEATHERSTRIP.187 X 275 67070K v w
40 IIFTRAIL COVERCAP 74078"C'LORR a
Q O
kn
41 4139 1I.F.FRANEHEAD 6063-T6 AL 64139
42 4140 IF.FRAME SILL 6063-T6 AL 64140 4 I.F.FRAME HEAD g
43 4141 II.F.FRAMEJAMB 6063-T6 AL 64141 #4139,6063-T6 p* N
50 IGIAZINGS91CONF,DOW 791 M.995 OR GE 7700 _
51 1224 IVINYLGIAZINGBEADBUIB 6TP247W O D o
52 1225 VINYL GLAZING BEAD BM MM 6IPP248K =
53 4039 B GLAZING13EAD-5/16" 6063-T5 AL 6403982.784 �
�
54 4044 B GIAZINGBEAD-5/16"W/GRILL KIT 6063-TS AL 644703
v a I a =
55 1 4222 A GLAZINGBEAD-7116" 6063-T5 AL 64212 .062 3.152 '°! 'O
56 1 985 C IGILAZING BEAD-7/16"WIGRIILlUr 6063-T5 AL 6985
0.......... M,
59 4067 GLAZINGBEAD-L3/16" 6063 TS AL 64067 062 ��``�NY LYN/V r''
60 GLASS 5116'IAMI 1/8"A .090PVB,US"A 1.988 �.'tLGEN
61 5116"LAMI 1/8"A..090 PVB U8"HS
62 5/16'IAMI 118^ 090PVB US"
HS) 43 I.F. FRAME JAMB Z* N0.58703 *�
63 7/16"LAMI 16"A_090 PVB3/16'A #4141,6063-T6,
64 7/16'LAMI 3116'A .090P 3/16'HS / =�✓L
65 7/16'LANG 3/16'HS.090PVB 3/16' 2.710 T` n
O SFS•.2vRLVP•. G?:
42 I.F.FRAME SILL •�s10NAt.EN
#4140,6063-TB
A LYNN MILLER,P.E.
P.E.0 58703
.062 � 1.187
3.'52
062 F X1.513-�I
1.[73: I I PRODUCT REVISED
1. 73 062— 3' as complcodeying with the Florida738� OA-No. 17-0411.06
1� NOA-Mo I I I_j Fxplratlon Data 12/21/2021
2.710---moi �----2.71 By —�
Mlam ro uct Control
FLANGE FRAME HEAD O FLANGE FRAME SILL O FRAME SILL ADAPTERO SASH STOP COVER
#4102A,6063-T6 #4136,6063-TB #4137,6063-T8 #4053,6003-T5
3024dn:No cwwaEs THIS
SHEET.
}�---2.784 =
062 R.36c� ,.0
-�11�.062 1. 87 062 13 Q o
490 437 —I 082 ,, 11
1.451�{ 1.48 1-1.403 OJ 9 z r
O SASH STOP O HORIZ.ROLLER TRACK 17 FIXED MEETING RAIL 13 FLANGE FRAME JAMB z o Q
#4025,6063T5 #4131,6063-T6 #4054B,6053HD-T6 #4002A,8063 T6 W U e
COG o a
oz Ix
w
w
LL
O O
.062 2- 79 $ a a
2. 26 050 zr z
1.183 1'187 1. 9 z
662
78 p O
I O = y o
1.3491 1.081 F - 1.29t� 1.096 �+—►I r`
21 SASH TOP&BOTTOM RAIL 32 SASH MTG.RAIL 37 SASH SIDE RAIL 53 GLAZING BEAD,5/16" a _
#4105,8063-T5 #4006D,6063HS-T6 #4126,6063-T5 #4039B,6063-T5
.050 ' � � �.�`ANY IYArH '•,�
j ;� '�� •ttGENgF�/�C�i
.050-- .678 .8778 .050-+' I.878 .683 JIB-nF-nI _* No.58705
{� 1.098-}� �{ } 1.115y�-�� 41�T1.097 = O Q
O54 GLAZING BEAD,5/16" 55 GLAZING BEAD 7/16" GLAZING BEAD,7/16" 59 GLAZING BEAD, 13/16"
#40446,6063-T5 O #4222A,6063T5 O #985C,6063-T5 @) #4067,808375 %'(�s'•�O... ..•
(USED W/GRILL KIT) (USED W/GRILL KIT) G
A.LYNN MILLER P.E.
PZ458706
SEE ANCHOR TABLE,SHEET 1 2x WOOD BUCK,
SEE ANCHOR SEE ANCHOR NOTE 1 i 3/g" NOTES:
TABLE.SHEET 1 _ TABLE,SHEET 1 1-WOO D BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS ix ARE BUCKS
SEE ANCHOR MIN.
"� TABLE,SHEET 1 WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2'. 1x WOOD BUSKS ARE OPTIONAL IF
1x WOOD a' UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE DR CMU.WOOD BUCKS
BUCK, DEPICTED AS 2x ARE 1 1/2'THICK OR GREATER.INSTALLATION TO THE SUBSTRATE
NOTE 1 — OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY AUTHORITY
HAVING JURISDICTION. PRODUCT REVISED
1/ 1/4' Building complying with thr.Ploaaa
MAX MAX J 2.FOR ATTACHMENT TO METAL:THE METAL STRUCTURAL MEMBER SHALL BE OF A NOA- o Cod
SHIM SHIM SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN NOA-No 17-0411.06
IN THESE DETAILS FOR 2x WOOD BUCKS. explration Date 12/21/2021
SEE ANCHOR SEE ANCHOR _
TABLE,SHEET 1 TABLE,SHEET 1 3.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO eY
DETAIL A DETAIL B Mlam •Product Control
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF
TYPICAL FLANGE FRAME HEAD SECTIONS FLORIDA BUILDING CODE. 324/17:REVISED NOTES TO
4.0.131'DIA MIN.X 21/2"NAIL AT CORNERS AND 5'O.C.TYPICAL DETAILS G,H&I. �COMPLY N9TH NEW
1/4' ANCHORAOE.ADDED NOTE 4.
SHIM 3118" 1/4"MAX SHIM �{ SEE ANCHOR 1
INTERIOR
tV my
_a (JAMB DEXTERIOR ETAILS E,F&I) 2.1/2^MIN.EMBEDMENT a M 0
O ' 0 0 0
0 0 '-
0 1 q g k rn N
SEE ANCHOR L SEE ANCHOR EXTERIOR INTERIOR Z Iii Co. C w d
TABLE,SHEET 1 TABLE,SHEET 1
SEE ANCHOR SEE ANCHOR (HEA &SILL DETAILS A,13,C,D, &H) W�,�I, a U 26
I TABLE,SHEET 1 a. TABLE,SHEET 1 z'T o a O roN
- ma
2x WOOD BUCK,NOTE 1 1x WOOD BUCK,NOTE 1-
SEE NOTE 45/8"MIN.EDGE Z v 8 O
DETAIL E DETAIL F 00
TYPICAL FLANGE FRAME JAMB SECTIONS 518"MIN. Q r�
EDGE Z w
SEE ANCHOR SEE ANCHOR DETAIL H (HEAD) o w z
TABLE,SHEET 1 TABLE,SHEET 1 0
z � U
U
Q
1/4' JSEE
1/4' �, r wa �r+t7 ram
MAX. MAX.
SHIMSHAM Sr MIN.EDGE � �`��O�V ENS
SEE NOTE 4 •' .F�
• SEE ANCHOR /1 3l8"MIN.
TABLE,SHEET 1 #'
SEE 2-1/2"MIN. _
ANCHOR EMBED SEE NOTE 4 -1
TABLE, SEEANCHOR �SHEET1 TABLE,SHEET 1 2x WOODNCHOR TABLE,SHEET 1 '�F,p q+ID"•' �j��'�`
BUCK, 2-1/2"MIN.EMBED �iisEN��
DETAIL C DETAIL D DETAIL I(JAMB) 7ONAL
NOTE 1 -- DETAIL G(SILL)
A. MILLER P.E.
PE.N
TYPICAL FLANGE FRAME SILL SECTIONS TYPICAL INTEGRAL FIN FRAME SECTIONS NN58705
TABLE 5: TABLE 8: TABLE 7:
Maximum Design Pressure,DP(pef) Maximum Design Pressure,DP(Pat) Maximum Design Pressure,DP(pan GLASS TYPES:
XO or OX XOX,113.113-113 XOX,114-12-1 A A.5/16"LAM I-(1/8"A,.090"PVB,1/8-A)
Derail O,araA alas.ry DAN" t7vxall C&"type laem 0AN111 Gl"s B.5/16"LAMI-(118"A,.090"PVB,1/8'HS)
W1dlh HNght A,8,G,H ,D,E.F,L J,K L Witt H0I9N A,S.C.G,H.I D.E.F,A K L
H40V11dh N A,B,4 H C, K D.E.F,J, C.5/16"LAMI-(1/8"HS,.090-PVB,1/8"HS)
-75.0/-75.0 -75.01-75.0 +60.0 + .01 7. 631 +60.0 + .o D.7/16"LAMI-(3178"0,.090'PVB,3118"A)
-
48• +75.01-750 +75.0/-78.0 63-416" +50.0/-00.0 +75.0 I-76.0 60" +00.0/b0.0 +60.0!-0E.7/16"LAMI 3/18"A,.090-PVB,3116"HS
0
0. +76.0 I-75.0 ( )
531/6'
+75,0/•75.0 «75.0 750 150" +80.01-00.0 .75.01-75.0 74• +60.01-00.0 +90.01-00.0 +75.0/•75.0 F.7/16"LAMI-(3116"HS,_0W PVB,3/16"HS)
60• 26• +75.0/-75.0 +75.01-75.0 x8' 215• +60.0140.0 +76.01-76.0 a4• 2r +80.0140.0 +MD 1-00.0 +76.01.75.0 G.13116'LAMI IG-1/8"OR 3116'A(MIN.),5116'OR 318-
60 +75.01.75.0 +76.0/-75.0 74• +60.01-W.0 +75.01-75.0 or +80.01.80.0 +ao.oI-MO +7501-75.0 1 SPACE.5/16"LAMI-(1/8'A,.090'PVB,118'A) PRODUCT REVISED
72• +75.01-75.0 +76,0/-75.0 B4' +60.0/-00.0 +75.01-75.0 10638' +aO.01-00.0 +80.01-00.0 +75.0175.0 H.13/16'LAMI IG-1/8"OR 3/16'A(MIN.),5116"OR 3/8" ae comp/yin9 with the Florida
74' +76.0/-75.0 +7501.760 864/19' +80.01-00.0 +75.0!75.0 108' +60.01-00.0 +80.0!40.0 +75.0/-75.0 SPACE,5116'LAMI-(1/8'A,.090"PVB,11W HS) BuildingMe
3r +75.01-75.0 +75.01-75.0 46• +50.0190.0 +75.0!-75.0 111" +80.0!-00.0 +80.01-0o.o +750 r-7s.o 1 13!18"LAMI IG-1/8'OR 3/16"A(MIN.),5116"OR 3/8• NOA-No. 17-0411.06
+75.01-75.0-- +75.0175.0 53418' +50.01-00.0 +75.0/-75.0 53118' +90.0!-MO +80.0/90.0 +75.0/-75.0
eo +00.01 800 +60.0140.0 +75.0!-75.0 SPACE,5116"LAW-(1/8"HS,.090"PVB,116•HS) Expiration Date 12/21/2021
s3-tl6' +75.01-75.0 150• +60.01-00.0 +76.01-750 74, +60.0/-00.0 +60.01.60.0 -75.0/-75.0 J.13/16"LAMI IG-1/8"OR 3/16'A(MIN.),3116"OR 1/4"
x0• 3e• +75.01-75.0 +7501-76.0 158' 315' +80.0/40.0 +75.01-76.0 By -,
615' +75.0/-75.0 +75.01.75.0 74' +90.01-00.0 +76.01-7fi.0 �• 3g +80.01-00.0 +50.0/90.0 +750/-75.0 SPACE,7/16'LAMI-(3116"0,.090"PVB,3116-A) Mlam Product Control
eta' +60.0!-00.0 +8&0/-00.0 +7&0/76.0 K.13/16"LAMIIG-1/8"OR 3116'A MIN.,
M' +75.01.75.0 +75.01-75.0 84' +90.01-00.0 +75.01-75.0 (MIN.),3f1 6'OR 1/4"
74' +7&01-75.0 +75.0/4 6.0 &67/16" +W.OI 40.0 +75.0175.0 106318' +eao 1-0ao «6D.o 1-00.0 .750175.0 SPACE,7/16"LAMI-(3118"0,.090'PVB,3/16"HS) '
109' +90.01-00.0 +80.01-00.0 +75.01-75.0 3!24/17:UPDATED TABLE
3r +75.01 75.0 +750176.0 48' +e0.o I-0o.o .Ts.o/7a.o L. 13116'LAM)IG-1/8"OR 3116"A(MIN.),3116-OR 1/4'
415• +76.01-76.0 +75.01-75.0 5&1/8" +00.0140.0 +76.0/-75.0 111" +W01-MO «60.01-00.0 +7501-75.0 SPACE,7/16"LAMI- 3/16-HS,.09("PVB,3/16'HS
53i8' +75.0/-76.0 +75.0175.0 e0' +60.0/-00.0 +75.01-75.0 w +x40/-00.0 +60.01-00.0 +700!•75.0 ( )
67 36316' +75.01-70.0 +75.0/75.0 0x" 3eala" +80.0/90.0 +75.0!75.0 +xQO/90.0 +60.0/90.0 +75.0/-750
or +75.0175.0 +75.0/-75.0 74• *60.0/40.0 +75.01-7&0 74 +000/40.0 +600/90.0 +7501-76.0
114' +000/-WO +60.01.60.0 -7501.76.0 ro
72'
+76.01-76.0 +75.01-75.0 84' +60.0/90.0 -75,0/.75.0 315.318• p 2
74• +75.01-75.0 +76,0/-76.0 1584/18' +80.0/-00.0 -75.0/J5.2 +50.0/90.0 +800/-00.0
3r +75.0!-750 +750/a&0 4R +90.0190.0 +75.0 f 75.0 -90.0/1l>6.11� -00.0 +60.01-00.0 +75.0/-75.0
4R +75.0 I-75.0 +75.o/•75.0 53.7/8• +90.0/-00.0 +76.0146.0 101' +60.01-000 +600 190.0 +75.0/-75.0
11r +aaor-0o.o +800190.0 .7&0/-7&0
53-t/a' +7&0/-75.0 -75.01-75.0 til «90.0 190.0 +76.0/45.0 O O
63-tla• +60.0190.0 +80.0190.0 +76.0/-76.0
80' 4B' +75.0/-76.0 -75.01-75.0 150' 46' •00.0/90.0 +75.01.71.0 �` Nit
JW +60.0190.0 +80.0/-00.0 +7&01-75.0 01 t;
xx +75.01-75.0 +7501-75.0 74' +80.01-00.0 +75.0!-TS.O J Z
72• +76.01-)1.0 +7&0l-75.0 94' +80.01.00.0 +75.01-75.0 +80.0190.0 +80.0/-00.0 +7501-75.0
80.0r-00.0 6001-00.0 +76.01-75.0 Z-$ W74' +75.0 f-76.0 +750/-75.0 Oa-7/10' +00.01.90.0 +75.01-75.048' +000/900 *00.0!90.0 +7501-75.075.01-75.0 +75.0/-75.0 441' -60.01-00.0 +75.01-75.0 +60,0f-040 +600/90.0 +7&01-75.0UW+75.01-75.0 +750/-75.0 5318• +00.0190.0 +76.01-75.0 Wm+60.01-00.0 +8401-000 +75.0/76.0 H Z+75.0175.0 +750176.0 aP +00.0/4000 +75.01.75.0 +60.0190.0 +60.01-00.0 +715.0/•75.0 p ata
eo 50-0!8' +75.01-75.0 +75.0175.0 ee 50.&r +80.0140.0 +75.01-76.0 5}1/6 +4140/40.0 +00.01-W.0 +7101-MO �
815' +75.01-75.0 +75.01.75.0 74• -110.0190.0 +75,01-75.0 110• +000 140.0 +6401-00.0 +7&0I-75.0 O Z D-"
72•
+75.01-75.0 +76.0175.0 154 +00.01-00.0 +75.01.75.0 7P +aMO I-WO +450.01-MO +7&0175.0 W LLO
74' -75.0/.75.6---75.01-75.0 80-7!19' +150.0!90.0 +75.0/-75.0 O4• 64616' +x40190.0 +60.0/-00.0 +75.0/•75.0 0 co
3r +75.01-760 +75. -75.0 41' +00.01-00.0 +75.01-75.0 yx• +60.01.410.0 +00.o/ao.0 +75.01-75.0
415• «75.01-75.0 +75.01-75.0 63-1f8• +840/90.0 +75.01-75.0 10 1vr •600190.0 +80.0/40.0 *75.01.75.0 `B W aa6
53-18' +75.01-75.0 +75.0/75o 150' +00.0!40.0 +75.01.75.0 106• -040190.0 +00.01•aD.0 +750175.0 ® F- W
60' 64' +75.01-750 +75.017&0 156' S4' +00.0140.0 +75.0 r 75.0 111• +60.01-00.0 +840140.0 -7&O/-7&0 Z 1-
9C +75.01-75.0 +75.01-&0 74' +00.0!-00.0 +75.0/75.0 53-VW Kfmiv
90.0 +84019D.0 +76.0/-75.0 N y Z
72' +75.01.75.0 *7501-7511 94' +80.0/90.0 +76.0/-76.0 av 0.0 +80.0!-00.0 +7&0/75.0 �y Z
74' +75.01-75.0 +7&01-75.0 667/18' *x0.0/40.0 +71.0/-76.0 _74• -00.0 +040! .0 +7&0/•75.0 u 5 0.
3r +76.01-76.0 -75.01-75.0 4r +80.0/40.0 +75.01-76.0 - or 90.0 +10.0/90.0 -+-TE5 1-75 o 0 2 Z O
41' +76.01-76.0 +7&01-75.0 531/1" -80.0/40.0 +75.0/-75.0 or �• 0.0 -80.0 190.0 +75.0/-76.013.18' -75.0175.0 +7&01-75.0 80' +6401-00.0 «76.0/-75.0 1o03/C 0.0 +00.0190.0 +7&0/-75.0 U06'-- a0' +75.0/750 +75.01-7&0 BT er +x0.0190.0 +75.0/-75.0 108' 0.0 +60.0/90.0 -7&0/-75.0 Q 2
156' +74.21 74.2 +75.01-750 74• +410.0140.0 +75.01.75.0 111• .6 +60.0/410-0 +76.0/-75.0
72' -89.6140.6 +75.01-7&0 6r' +80.0/90.0 +750 f-75.0 5318' 0.0 +60.0!-000 +7&0/-75.0 NOTES74' +611.1/45.1 +75.01.75.0 x&711W +600190.0 +75.01-75.0 am . 0.0 +80.0190.0 +750 r-75.0
3r +75.01.75.0 +75.01-no 4S .60.0/40.0 +75.0145.0 74• .500/90.0 .x0.0190.0 +75.01.7&0 1)FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER 011 t t i'11 I�1,
415• +75.01-75.0 +75.0/-75-0 5318• +540190.0 +75.0/.75.0 114• 60• +6D.0 140.0 +e0.01-610 +75.01.75.0 WINDOW IN TABLE. `.�`4O�IY LYAfV t 1,,�
5311x' +75.0!-75.(1 +15.0/-75-0 ow +60.0/-00.0 +715.0/•75.0 90' +6&81 sa.15 +80.11/90.0 +75.0/-76.0 �� ••• 'N Mj/.
00' 83' +75.01-76.0 +7&0/-76.0 150• ar +60.0 l 40.0 +75.01.75.0 106316• +66.2166.2 +60.0/90.0 -1&01-75.0 <• sF•'•.Y
66 *4061-los *76.01.76.0 74' +60.0/90.0 +75.0/-75.0 108• +54.0/64.6 +e0.0140.0 +75.0/-75.0 2)OVERALLFLANGE DIMENSIONS SHOWN.FOR FIN
7Y +9x.21413 +75.01.75.0 94• -640/90.0 +7&0/75.0 1tt• +53.6/63.8 +90.0190.o +7&01-76.0 WINDOWS,SUBTRACT t'FROM TABLE SIZE DIMENSIONS. _*; No,587M
715• -e3.6I 93.15 +75.0_/75 0 66x/16' +60.0/-00.0 +7&0!7&0 63-IW -60.01-00.0 +10.0/90.0 +710/.75.0 '*
FOR ANCHORAGE SEE SHEET 9. FOR ANCHORAGE SEE SHEET 10. +eo-0190.0 +60.0190.0 +75.0/.75.0 3)FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS _
74• E71
+840/-00.0 +7&0/-75.0 TYPES G-LSHALL HAVE ATEMPERED I.G.GLASS CAP. -?3 •1 /}, �;
154• +60.0 r 4o.a .715.0/-7s.o BOTH THE DP AND ANCHOR QUANTITY REMAIN �+50.0/-00.0 -7501-76.0UNCHANGED.750 f-7b.0 106' +840 r 410.0 +75.0/-76.0 '1 �NAL�N`+60.0140.0 +75.01.75.0 4)SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. A LYNA MILR,P.E.
FOR ANCHORAGE SEE SHEET 11. 1 t P.e.r58705
TABLE 8: TABLE 9:
Anchor ownrtlw,XO or OX Anchor OuaMlBaa,XO or OX TABLE KEY:
wN101"s Types A,S,C,G,H IL I whh Glass Type D,E.F.J.K a L O X
owed owm Anchor Group A Anchor Gm p 8 Andwr C uo C Ohardl 0-11 An hon OM p A A..W Group 0 Amhar Group 0 1+C2+1 3 ANCHOR QUANTITY PER JAMB
NARn Fta%ft Head a SA Jamb tread a Sa Jamb Mad a 91 Jslo144dIA Hawk Head 6 611 Tkrb Had ASW Jw b Head A SII J-b
3r t+¢+1 2 t+¢+1 2 t+¢+1 2 sr 1+C2+1 z 1.c2+1 z 1+02.1 2 I HEAD AND SILL ANCHOR QUANTITIES
48' 1+Ca+t 2 t+C2.1 2 11+¢+1 2 4r 1+02.1 2 1+C2+1 2 1+02+1 x LLL--- A CLUSTER OF(2)ANCHORS
511!8" 1+¢.t 2 1+¢+1 2 i+¢+1 2 53-ilC 1+C2+1 z 1.02+1 2 1+C2+1 z CENTERED ON THE MEETING RAIL
8P 2r i*¢+1 2 I.C20 2 ;•C2.1 2 My xS 1+02+1 2 1+C1+1 2 1+02+1 2 PLUS(1)ANCHOR AT OPERABLE PRODUCT REVISED
or i+¢+1 2 1+¢+1 2 i+¢+1 2 or 1+C2+1 2 1+02+1 2 1+C2+t 2 as complying with tho Florida
7T 2+¢+2 z t+¢+t z t+¢+1 2 77 x+cx+x z 1+0x.1 2 1+0x.1 2 VENT AND FIXED SECTION. (4) Building coda
74 2+¢+2 2 1.¢+i 2 »+2.1 2 74' 2.C2+2 2 1+C2+1 2 1+02.1 z ANCHORS TOTAL AT HEAD AND SILL. NDAa1o. 17-0411.06
3r I+C1+1 2 1+¢+1 1 2 1+¢+1 2 !r 1+C2+1 2 1+C2+1 2 1+C2+1 2 Expiration Date 12J21/2021
4B' 1+¢•1 2 t+¢+1 2 1+¢+12 48' I+02.1 2 1rChi 2 1+C2+1 z (4-MIN.O.C.ANCHOR SPACING)
!1• 1+Q+1 2 1+¢+i 2 1+¢+1 2 !bib' t+L7+1 2 1+C2+1 2 1+C2+1 2 0Y
ar 38' 1.422+1 2 1+¢+1 2 t•C2+1 2 80' 38• i+C2+1 2 1+17+1 2 1+C2+1 2 Miam P
511ro uct ons
1.QO 2 1+(Q+12 i+¢.1 2 183/4'MAX.
W88' t+CxN 2 t+422.1 2 1+422+1 2 � -a 1--4"MIN.,10-1/2"MAX.
72' 2+¢.2 2 1•¢+1 2 1+422.1 2 72' 2*Q+2 2 1+422+1 2 1.422.1 2 3124H 7:UPDATED TABLE a
7f 2•¢+2 2 1+¢+1 2 i+¢+1 2 74' 2+17+2 2 1+C2+1 2 t+C2+1 2 B'MAX. X O ELEVATION.
37" 1-'Mo 2 1+¢+1 2 NC2+1 2 3r 1+C2+1 2 t+C2+1 2 1+C2+1 2 -
N41r 1+52+1 2 l+C2+1 2 1+C2+1 2 IlAr
1+02.1 2 i.C2+1 2 1+C2.1 2
i+{7r1 2 t+¢+1 2 1+¢+1 2 1+422+1 2 1+422+1 2 1+C2+1 23&313' W.'20 2 i+¢+1 2 ^.+422+1 2 St-]/0• 1+C2.12 1.C2N 2 t+422+1 2MTG.RAILi+¢.1 2 1+¢+1 2 1+¢+i 2 1+02+12 1+C2+1 2 1+17+1 2 EXAMPLE CLUSTER W/QTY.OF(2)ANCHORS to2+¢+2 2 1+¢+1 2 i+¢.1 2 +22 1+02+1 2 1+02+1 2 N2+¢+z 2 1+¢+1 2 1+¢+1 2 z+cx+2 2 1+Cx+1 z 1+132+1 2 (SHOWN IN TABLE KEY ABOVE) ^ qac o
3r 1+¢+1 3 1+¢+i 3 1+C2.1 3 3r 1+C2+1 3 1+C2+1 3 1+422+1 3
� [r
442 1+¢+1 3 H¢•1 3 1+¢+1 3 442 1+C2N 7 1+GZN 3 1rC2N 7 O P3 y� Z N
1+17.1 3 1+C2.1 3 1K.KS7.1b• i+C2+1 3 1+C2+1 3 1rC2+1 7 Z J W
^S y+ F
53115' 1+C?r1 3 1+¢+i 3 1+422+1 3 O LL$ 342 �
W48' 1•¢+13 1+¢+1 3 1+C2+1 3 dD' 1+C2+17
0g' 1+¢+1 3 11<2+1 3 1+C.2.1 3 or ;E. 3 1+421+1 3 1+C2+1 3 56-6 0� U 4Y
usso
77 2+02+2 3 1+¢+1 3 1+C2+1 9 7Y z+G2+2 3 1+422.1 s 1+422+1 7 F z 4 j n T'N
Mia7C 2+ +2 3 1+¢vl 3 1+12+1 3 74 2+02+2 3 1+C2+1 3 1+02.1 3 C5 ^
¢
37' 1+CW 3 t+¢+1 3 11422+1 3 3r 1+C2.1 3 1+02+1 3 1+C2.1 3 p Z o
41r 1+Q+1 1 3 1+¢+1 3 I+2+1 1 3 4a" 1+G2+1 3 1+Q+1 7 1+02+1 3 '- W
5314 1+C2+1 3 1+422.1 3 1+¢+1 3 i4r ! 1+C2+1 7 1+C2+1 3 � Q
or WSW M¢+1 3 1+¢+1 3 1+¢+1 3 �' 8'[E2:2
3 1+Q+1 3 1+C2+1 7 Cf
or I+Q+1 3 i+¢+1 3 1+¢.1 9 tib' 3 1rC2+1 3 1+422+1 !2:2+2 3 1+C2-1 3 1+422+1 3 T7 3 1+422+1 3 1+C2+1 774' 2+L3+2 3 1+¢+1 3 1+C2+1 3 74• s 1+422+1 3 1+421.1 ! NOTES � Z X F-
ar
W20 3 1+¢+1 3 1+¢+1 3 3r 1+422+1 3 1+422+1 3 1+02+1 3 N O Z
48' 1+�+1 3 i+¢+i 3 1+Q+1 3 4a• 1+C2+1 3 1.02+1 3 1+C2+1 7
531142 1.422+1 3 t+¢+1 9 1+13.1 3 `A-1rs, 1+02.1 3 t+¢+1 ! 1,02+1 s 1)WINDOW DP/ANCHOR QUANTITIES ARE BASED ON THE '� 0 '1'010
E!Q 51• '+ct.• 3 i-2+1 3 1+02.1 3 90 sa' 1.423+1 a 1+02.1 ! 1+0x+1 s FOLLOWING DIMENSIONS: o = O o
es t.a 3 1+02.1 3 t.C2+1 3 ore• 1+103+1 3 1+a+1 3 1+C2+1 3 HEAD$SII1: 101/2"MAX.TI EACH SIDE E T) = n
72 2+03+2 3 1+¢+i 3 1+(2+1 3 7Y 2+C3+2 3 1+102+1 3 1+C2+1 s MEETING RAIL CENTERLINE. �' Z =
74' 2.13+2 3 1+¢.1 3 1+C2+1 3 74• 2+03.2 3 1+r2+1 3 1+a2+1 3 18 3/4"MAX.FROM CORNERS, Q
3r 1+¢+1 3 t+¢+1 s t+Ch1 s 37 1.422+1 s 1+102+1 3 1+422+1 3 JAMBS: 9'MAX FROM CORNERS AND 22 1!2" orgy am
141r 1+Cs+i 3 t+C2.1 3 i+C2+1 3 MAX O.C.4g• HQ+i 3 1+¢+1 3 1+422+1 9 �\tl �/t+Q+1 3 1+¢+1 3 1+¢+1 s i+423+1 3 1+422+1 s 1+422+t s �.` QNY LYNN08' to 1+00 3 i+¢•1 3 1.C2+1 3 80' 1+C3+t 3 1+0x+1 3 1+0x+1 3 2)FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER .1.Q+1 s 1.¢.1 3 t+C2+1 3 1+03+1 3 1+C2+1 3 1+0x.1 3 WINDOW IN TABLE. '72' 2+M+2 3 1+¢+1 3 1.C2+1 3 2+C3+2 3 1+C2N 3 1•C2+1 3 7r 2+0+2 3 t.(2+1 3 t.C2+i 3 2.03+2 3 I+C2+1 3 i+C2.1 3 3)OVERALL FLANGE DIMENSIONS SHOWN,FOR FIN * No. 1.
3r t+¢+1 3 1+10x+1 3 1+422+1 3 3r I+C2+1 3 1.0x.1 ! 1+C2.t 7 WINDOWS,SUBTRACT 1"FROM TABLE SIZE DIMENSIONS. _ 9
1+M+i 3 1+¢.1 ] 1+C2+1 3 ore trC3rt 3 i+G2+i 3 1+422+i 3 7p Gil j Q'_
5311'• t+CMI 3 i+¢.1 3 HG2+1 3 5}1b' 1wa+1 3 1+(:2+t 3 1+C2+1 3 4)FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS ��T ST E ��/
to 93 1+421+1 3 i+¢.1 3 t+l2+t 3 or 1sT 1+C3H 3 1+02+1 s »0x+1 3 TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP. %t<`s•.20RiDP.. G�l��
eer 1+C3
+t s 1+¢+1 3 1•G2+1 s x+C3.2 3 1+421+1 3 1.0x.1 s BOTUNCH THE DP AND ANCHOR QUANTITY REMAIN ��7.S�ONAL Ea``�
77 2+CJ+2 3 1+¢.1 3 ir¢.1 3 X11111111
742 2+CM2 3 1+¢+i 3 f+422+1 3 74 2+423+2 3 1+CxM 7 1+Cx+1 3
5)SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. A.LYNN MILLE P,P.E.
P.E.a 58705
TABLE 10: TABLE 11:
Anchor Ouan6Usa,XOX,113-1R-1A Anchor QuantId",XOX,1/3-113-113 TABLE KEY:
with Glass Types A.B,C,q H 61 wNh Olaw Types D.E.F,J,K a L X O X
0,,a,a6 0-1 Andiw G"A Amhw Omup 13 Amhor G"C 0-1 0+•tafi Ami C11oCP A I Amh.aP 3 I Anamr om m 4 1+C3+1+03+1 3 ANCHOR QUANTITY PER JAMB
WIdN H.IW Hind 8 SN Jamb Hard a SM Jamm
Jamb Hud 6 S® Ab W dh HW* W.-d&3111 Amb Had 630 Amb Filed 861 Jamb
41, 1+C2+1+C2+1 2 1+C2N+C2N 2 1+C2-1+C2+1 2 48' 1K2+1+C2+1 2 1 1+C2+1+C2+1 2 1+02+1+02+11 2
slue f+C2+1+C2+1 2 1+C2+1+C2+1 2 1.0+1+C2+1 2 53-11V1+42«1+C2+1 2 1+4T+1+C2.1 2 1+C2+1.C2+1 2 HEAD AND SILL ANCHOR QUANTITIES
W 1«C2+1+C2.1 2 1+Cx+1.C2N 2 t+C2+HC2+1 2 W i+C2+1+C2+1 2 1+02+1+C2+1 2 t+C2+1«C2+1 2 A CLUSTER OF(3)ANCHORS CENTERED
or 2r 1+C2+t+C2+1 2 I+C2+1+C2+1 2 I+C2+1.02+1 2 or 2r 1+C2+1.C2+1 z 1+02+I+C2N z 1+02+1.C2+1 2 ON EACH MEETING RAIL PLUS(1) PRODUCT REVISED
74' T+C2+1+C4+1 2 1+C2+1+C2.1 2 1+C2.1+C2+1 2 74• 1+C2N+C2.1 2 1+02+1+C2+1 2 1+C2+1.C2+1 2 ANCHOR AT EACH OPERABLE VENT as ComPIZInp with the Florida
04• 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1.C2+1+C8.1 2 M• 1+02+1+C2+1 2 1+C241.62+1 2 1+C2+1+C2+1 2 PLUS 1 ANCHORS AT FIXED SECTION- 0u1M1np[Cod•
( ) HOA-No. 17-0411.06
esTnr 1+C2+1+C2.1 2 t.a2+1.C2+1 z 1+C2+1+C2+1 2 1117/1r 1+C2+1+C2.1 2 1+C2+t+C2N z I+C2+1+C2+1 2 (9)ANCHORS TOTAL AT HEAD AND SILL. Expiration Dat 1 221/2021
41, 1+02+1402N 2 1Kx.1+C2+t 2 1+C2+1+CT+1 2 t8' 1+02+1+GRkt 2 14CT+1+C2+1 2 1+C2i1+C2i1 2
slur 144241+02.1 2 1+C2+1+C2+1 2 1+42+1402+1 2 lSvr I+C2+1+C2+1 2 t+C2+1+C2+1 2 i.C2+1+42«1 2 (4"MIN.O.C.ANCHOR SPACING) By
61, 1+02.1+02.1 2 1402+1+C2+1 2 t+C2.1.C2+1 2 10' i+(xN+Cx+t Z 1+C2«t+02+1 T 1+C2+1+C2+1 Z Miam-0 Product Control
Sr 31, 1+C2+1+02+1 2 t+C2+1402+1 2 t+C2+t+C2+1 2 83' 31, i+02+1+02.1 2 t.C2./.C2.1 2 I.W i+C2.1 2 -- 25 3/4"MAX
74• 1412.1+C2.1 2 t+C2+1+C2+1 2 1+02.1+C2+1 2 74• ,+02+1+C2*t 2 t+C2+1+C2+t 2 1+C2+1+C2+1 2
C2+
6t• 1+C2.1+ 1 2 1+C2+1+C2+1 2 1.02+1+C2+1 2 $4• t+CZ+t+C2.i 2 1+C2+1+C2+1 2 t+C2+1+C2+1 2 --J[----4"MIN.,10-1/2"MAX 3/24/17:UPDATED TABLE 6
1FT-mr t+C2.1+C2+1 2 1+C2+1.C2.1 2 1.C2.1+C2+1 2 118.7/11, 1+C2+1*G2+1 Z 1+02+1+02+1 2 1.02+1+C2+1 2 IJIELEVATION.
41, 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1.02.1 2 48' 1+C2+1+C2+1 2 1402+1+C2+1 2 1+C2+1.C2+1 2 9"iYIAX' X O X
131ff 1+C2+1+02+1 2 t+C2+1+C2+1 2 I.C2+1.C2.1 2 11th' 1+C2+1+C2+1 2 1.02+1+C2+1 z t+C2+t+C2+1 2
1+cx+1+02+1 2 1+C2+1+C2+1 2 1.CN1+C2.1 2 oP 1+C2+1+C2+1 2 1+r,2+,+C2+, 2 t+C2+1+CT+1 231318' 1+42+1+02+1 2 1+C2+t+C2+1 2 1+C2+t+C2+1 2 or 38.11, 1+C2+t+C2+t 2 1+C2+1+C2+1 2 t+C2+1+C2+1 21y1VMTG.RAIL,TYP. 7 1+Ct.1.C2+1 2 t+C2+1+C2+1 2 i,C2+1+C2H 2 74' 1+02+1+c2+1 2 f+C2+1.02.1 2 1+C2+1+C2+1 2 1+02+1+C2.1 2 I+C2+1+C2+1 2 1.C2+I+C2+t 2 /4• I+42+1+C2+1 2 1+C2+1+1x+1 2 I+C2+1+02+1 z EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS,.C2.1+C2.1 2 t+C2+1+C2+1 2 t+C241+C2+1 2 8o•7nr 1+C2+1+C2+1 2 t+C2+t+C2,1 2 1+C2+1+C2+1 2 >n o � 0 o
41, +C2+1+C2+1 3 I+C2+1+C2+1 3 I+C2+1+c2+1 3 4W I.C2+1+C2+1 3 I+C2+1+C2+1 3 1+0z+1+C2+1 3 (SHOWN IN TABLE KEY ABOVE) N 2 x
17
51v3• 1+C2N+C2+1 3 1+C2+1+C1+1 3 1+C2+1.C2+1 S 5110• 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 r Z N
81, 1+42+I+C2+1 3 /+C2+1+C2+1 3 1+0241+C2+1 3 or 1+C2+1+C2+1 3 1+C2+1+C2.1 3 1+02+1.[2+1 3 Z W ' W a
or 4r 1+CZN+C2+1 3 1402.1+C2+1 3 1.[2+1.02+1 3 /o• !' 1+(2+1+(xN 3 1+02+1+02+1 S 7+02+1+G2H 9
74' 1+Cx+1.CI.1 3 ]+0241.02+1 3 1+CS+1+02+7 3 74' i+CZ+1+(x+1 S t«C2+1«02+1 S 1+C2+1+C2.1 3 W
6Y HCZN+C2+1 3 1.C241.C2s1 3 1+Cx.1+C2+1 3 6/• I+C2+1+C2+1 ] 1+02+1+C2+1 3 1+02+1+C3+1 3 f-Z a Z LL
D67/11, 1+C2.1+C2+1 S 1.C2+1+C2+1 ] 1+02-1+02+1 3 16.7/10 1+C2+1+C3N 3 1+C2+1+C2N 3 f+C2+14C2+1 3
MW
4r 1+C2+1+C2+1 3 1+C2+1+02+1 3 i+C2+l+C2+1 s 48• t+C2+1+C2+1 3 1+(2+1+02+1 3 1+C2+1+C2.1 3 O
611Po' 1+02+1+(2+1 3 1+CI+1+02+1 3 1+02+1+02+1 S 53.1/1' I+C2+I4C2N a 1+C2+1+C241 $ 1+C2+1«C241 3 Z 8 W LL
81, 1+C2+t+C2+t 3 t.C2+1+C2+t 3 1+C2N+C2+13 or I+CT+1+C2+1 3 NC2+1+C2+t 3 1.C2N+C2.I 3 O
11, 504W 1+02+1+02+1 3 1.C2N+C2+1 ] I+C2+I+C2+1 3 /6• 5DWr I+2+1+C2+1 3 t+C2+1+CZN 3 i+C2+1+C241 3 O C
d
74 1+Cx+1+C2+1 3 i+C2+1+CN1 3 1+G2+1+C2+t 9 74' 1.C2+1+02+1 3 t+C2+1+(2-1 3 i+C2N+CN1 3
N 1K7+1+C2+1 3 1+C2+1+02+1 3 t+(x+1+02+1 3 1P 1+02+1+02+1 3 1462+1+C2+1 a 1+C2+1+C2+1 $ F. X
e&1,n/• t+C1.1+C2+1 ! t+C2+1.C2+1 3 1+C2+1+02+1 3 88.7711, 1+C2+1+C2+1 3 1 1+C2+,+C2+1 3 1+C2+1+C2+1 3 NOTES O X Z
4r 1+C2+1+C2+1 ] 1.C2+1+C2+1 C2
a 1+ +1+02+1 3 41, 1+02+7+C2.1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 N
filvr t.C2+1+C2+1 3 t+C2+1+G2+1 3 I+Ct+1+42+1 a I/1, t+C2+t+C2.1 3 1«C1N.C2N 3 1+C2+1+C2+1 3 1)WINDOW DP/ANCHOR QUANTITIES ARE BASED ON THE O 4f■e
dP 1+C2N.CSit s 1+C2+1.c2+t 3 1.C2+I+C20 3 W 1+C2+1+2+1 3 1+C2+1+02+1 3 1+02+1+C2+1 3 FOLLOWING DIMENSIONS: = U+ o
or 64• 1+C2+t.C2.1 3 t+02.1.42+1 3 11+02+1+241 3 11, W 1+02+1+42.1 3 1«(2.14c2.t 3 I+02.1+C2+1 3 HEAD&SILL:10112"MAX ON EACH SIDE OF
7'r 1+0112+1.42+1 3 1. I+C2.1 3 14Cx+1+C2+1 3 74• 1+C2+1+C2+1 3 1+Cx+1-2+1 2 1+C2N+C2+1 3 MEETING RAIL CENTERLINE. _
84/ 1+02+1+02+1 3 f+C2+i+C2+t 3 1+02+1+02+1 3 /4' 1+03+/+C3+1 3 1.C2.1+(2.1 3 1+C1+1+C2.1 3 25 3/4"MAX.FROM CORNERS. ¢ _
e1an1, 1+0x.1+02+i 3 »02+1,02.1 3 I+C2+1+C2+1 ] 16.7111, I+CS+f+C3+1 3 I+C2+1.C2+1 3 f+a2+1+CZ+1 3 JAMBS: 9"MAX.FROM CORNERS AND 221/2"
41, t+C2+7+02.1 3 I+C2+1+C2+1 3 1+C2+1+C2+13 4r 1+02.1.02.1 3 1+C2+1+C2+1 3 f+C2.1+C2.1 3 MAX.O.C.
611/r 7.C,7+1+=+1 3 t+C2+1+C2+1 3 1+C2+1+C2.1 3 311A' f.C2N+C2+1 3 1+C2+1+C2+1 3 1«C2+1+C2+1 3
4a 1+C2.1.C2+1 3 t+C2+1.82+1 3 t+C2+1+c2+1 3 W I+C2+1+C2.1 3 t+C2+t.42+t 3 1+C2+t+02+1 3 2)FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER J`�QNY1LYryN�''i,,
81, 81, 1+02+1+02+7 ! 1+02-1+(2+1 9 1+Q+1.C2.1 3 11, o1, 1.02.1+02.1 3 i+(2+1+C2+1 a 1+C2+1,0x«1 3 ` "'
WINDOW IN TABLE.
7P f+(xN.(x.i S 1.02414(2+1 ] 1.C2+1.C2+1 3 71' 1+W+1+C1N S 1+C2+1+C2+1 3 1+C2+1+0241 3 '��•'. ��NSF /�(�
14• 1+C+1+C2+1 3 1+C2.1+C2.1 3 I+C2+14(2+1 a /P I+CIN+CS+1 3 t+C2+1+02+1 3 1+C2+1.=.t 3 3)OVERALL FLANGE DIMENSIONS SHOWN.FOR FIN NO.51170151
111,/1/ 1402.1+02+1 3 1+c2.1+c2.I 3 I+G2N.C2+t 3 1/7711, f«CS+1+03+1 s 1+42+1412+t 3 t+C2+1+C2+f 3 WINDOWS,SUBTRACT 1"FROM TABLE SIZE DIMENSIONS. _*'
4r 1+C2+1+C2+1 9 1.C2+1+C2+t 3 1+C2+1+C2+1 3 41, 1+C2+1+C2+1 3 1+C2.1+C2+1 3 1+C2+1+C1+1 3 -
ss-vr t+C2+-1+C241 3 I+C2+1+C2+1 3 i+C2+1.02+1 3 311/1' 1+12+1+G241 3 t+Cl+1+Cx+1 3 1+C2+1+CIN 3 -'11
4)FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS ' C
11, 1+C2+1+C2+1 3 1442+1+02+1 3 1+ca,I+C2+1 3 e1, 14C2+7+G2N 3 t+4z+1.(x+1 a 1.02+1.02-1 a TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP. %�,� ST
//' /3 t+aNi12N a 1+01.1.02+1 a ti02+1.C2+7 ] e1, /3 1+Cl.t+C9+t 3 1«C2,1«Cx+t 3 I+C2+1+Cx+1 a BOTH THE DP AND ANCHOR QUANTITY REMAIN �SS'••�[ORIOP..•' ����
74' lstxrl+C2+1 3 1+02-1+02-1 3 1+C2+1+C2.1 3 7r 1+C3.1+C3.1 a 1+02+1+02-1 3 1+C2+1+02+1 3 i, s •.•..• G�I
14' 14C2N+CT+1 S 1+02.1+02+1 7 1.02+1.02.1 3 84• i+43+1+43+1 7 1+12+1.02+1 S 1402+1+C2H 3 UNCHANGED. '�I 70NAL��1�`
flfi-7711• i+03.1+0]+1 3 1+C2+t+C2+1 3 t+C2N.C2+1 3 /b7nr t+W+1+C3+t 3 1+C2.t+C2+1 3 I+C2N+C2+1 3 '"rI11101111` {
5)SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. A LYNN MILLER,P E.
PZ*58706
TABLE 12:
TABLE 13:
Anchor Ouanlill",XOX,IM-112.1+1 Anchor Oarlgtlu,XO),1/4-Ln-114
with Giese Typos A,B,C,0,N&I with Ohm Types D,E,F,J,K d L TABLE KEY:
o a3 D,as3 Andw pap A I Arohar Ouiq o Mahar Orap C O,ardi own's A..*-pe,p A Arch 0,ap 8 A-1,-0,.w C X O X
YAM H-OA Hrd 1811 Janb Had 8 819 JW* Hmd i an Janb With �1 Hrd i 819 Jm* Head L 88 Jaren Had 8 88 JlarlbWiAr _
+13+t 2 + . .c2+, + +« 1+C2+2+C2+1 31-ANCHOR QUANTITY PER JAMB
or 1-(2+I+ 1.C2+1+0241 2 1-C2+1+ ,1 2 or 1+C2+1+C2+1 2 1+C2+1+C2+1 2 ;U+t«C2+1 2
1 I+ t. 41 z ,+C2+I+C2.1 2 ,.C2.1+C2+1 2 TV t.cz+2+C2+1 2 I+C2+1+C2+I 2 I+C1+1-C2+1 2 HEAD AND SILL ANCHOR QUANTITIES
1-C2+2+0241 + ++C2+1 2 ,+C2+1+C2+1 2 se �• 1+C2+2+02+1 2 1-02+1.C2+1 2 1+C2+1+C2+1 2
21' I+C2+2+C2+1 2 t+C2+1+C2+1 2 I.C241K3+1 Q
K -C2.2+ +1 2 I.C2+2+C2+1 2 I+C2-1.C2.1 z A CLUSTER OF(2)ANCHORS CENTERED
7. 7+-C2+1.(20 2 I.C2+1+C2+1 2 t083T -C2.2+C2+1 2 t+C2+2+cx+1 2 I+02+1+C2+1 2 ON EACH MEETING RAIL PLUS(1) PRODUCT REVISED
1 1.02+2+02+1 2 1+C2+1+02+1 2 1«C2+t+t7+1 2 -7w- 1.C2+2+C2.1 2 t+C2+2+C2+1 2 1-C2+I+CI+1 2 ANCHOR AT EACH OPERABLE VENT as complvtng with the Florida
t.f 4102+2+1341 2 1+02+1+02+1 2 i«C2.UC2+1 2 71 1+02+2+02+1 2 1aCx+2-02.1 2 1-C2«1K3+1 2 Bullding Cod•
66111' 1.02.1+02.1 2 I+C2+1+c2+1 2 1.1'2„+C2+1 z 1h t.cz.t+cz+t z 1-f3+1+02+1 z 1.cx.t.(x+1 x PLUS(2)ANCHORS AT FIXED SECTION. NDA-3b. 17-0411.00
ev 4102 1 Cx+1 3 ,+C2 1+02.1 3 1+CNt+CZ+I z b1' 1.02,1+(3.1 x t+rs 1.c2.t 2 (S)ANCHORS TOTAL AT HEAD AND SILL.
74• 1+C2.1.C2+1 2 ,+CZ+t+C2+1 2 t+C2+1+C2+1 2 7a• i+C2+z+Cz+1 2 !.=.!+C2+1 z 1+02+1+C2-1 x Expiration Data 12/21!2021
w I,C242.02+1 2 I+C2-1+c2+1 2 I.C2+1+C2+/ z 30 4102+x+02+, z I+C2.1+C2+1 2 1+C2-1+C2.1 2 (4"MIN.O.C.ANCHOR SPACING) By
s� 1+12.2.02.1 2 t+C2+1+02.1 x 1M2+I+C2+1 2 99• t+C2+z+C2+i 2 1+C2+2+C2+1 2 1+0241+02+1 2
1 1+C2.2.G2+1 2 1+C2+2+C2-1 2 1-13+1+C2-1 2 1o03/8• t.C2+3+02+ 2 1+02+2+ +1 2 +-C2+ +1 rlaml-0aA roduet Control
18S 1+02.2+02+1 2 1+C2-2+C2+7 2 1+C2+1+(3+1 2 tOr1+12+3.02+1 2 1+C2+2+C2+1 2 1+C2+2+C2.t 2 25 314"MAX.
111• 1+C2+2.C2N 2 1+62+2+C2+1 2 1+00+00a 111'-- ,.Ca.3+02-1 2 1+02.2+02+, 2 1+C2+2+C2«t 2 I�1
03.VC I+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1.02.1 2 03ty 1+C2.1+02•1 2 1+C2+1+C2+1 2 1+C2+1+C2.1 2 I�'4"MIN.,10-1/2'MAX. ELEVA3r24117TION.UPDATED TABLES
air t+C2+ta02H 2 1.62+1+C2+1 2 1+C=+IH3.1 2 d8W 1-0.2+1.02+1 2 1+C2.I+C2./ 2 I.C2+1+02+1 xELEVATION.
7P 1+(3.1,02.1 2 1,C2+1HZN 2 I.C2-1+C2+t 2 2 1+C2.1+C2+/ 2 ,+C2+1+C2+1 2 9MAX•b1' 1+C2+2,Q+1 2 1+02+1,02+1 2 1+C2+t.C2+1 2 1+02+2.021 2 1+C2+1,R+1 2 1+C2+1+C2N 2T -2r 1+C2 2M2H 2 1+C2-iM2+1 1 t+C2N+C2+1 2 2 1.M+2+C2+1 2 1+C2-1+C2+I 211a03Ir 1.02+2.02+1 2 t+C2+2-=+l 2 1+C2+1+C2+1 2 2 1.C2+2+C2+1 2 I+C2,2+C2+1 2tar t+c2.2+(3+1 x 1+02+2+(2+1 z I+C2+1+C2+1 2 1.Cz.s cz, 2 +.a2+2+C2+1 2 ,+cxn.cx.t 2 MTG.RAIL,TYP ` NU111• 1+02.2-L3+1 3 ,+C2+z+C2+1 2 1+C2+1+C2+, 2 1+02.3+(3+, 2 1M2+2M2+I 2 1+C2+2+C2+1 2 0:
b lAr 1+C2.1+02+1 3 I+(3+1«3+1 3 1.C2+1+Cz+, 3 blas• 1.«.1+C2+1 3 1.C2+1+C2+1 3 t«3+1K3+1 3 EXAMPLE CLUSTER W/QTY. o C (Cni
or
1+C2+1+C2+1 3 I+q+1+C2.1 3 1+02+1+C2'1 3 01' I.C2-7402+1 3 t+C2+i+C2+t 3 1+C2.1+C2+1 3 Y 2� y� IpC O O
7s 1-G2+1+0241 3 1.02+1.02+1 3 I+R41+C2+1 3 7C I.C2+2+C2+1 3 1.C2+1+Q+1 3 1+C241+C2+, 3 OF(2)ANCHORS .Na!
M 1+C2+2+Ca+1 3 1+CZ+1+C2N 3 lH3H+G2+1 9 M 1+C3«2,C2+1 3 1+02+1+02+1 3 7+C2+41Gz.1 3 Q R Z N
ae lar I+C2-2+C2.1 3 1+(2,2.62+1 3 1+(3+1+c2+, 3 a1' 1°" 1+c2+3+c2+/ a ,+cz+x+u, 3 I+C2.I.c2+I 3 (SHOWN IN TABLE KEY ABOVE) z--j
1083.'1' 1-C2+3+C2+1 3 1+Q+2M2+1 3 1+02+I+Cz+1 3 tab31Y 1+C2+3+C2.i 3 taC2+2aC2+1 3 /+C2+2+C2+1 3 Lij
O F
101' 1+C2+3+C2+1 3 1+C2+2+C2+1 3 /+C2+1+C2H 3 for 1+C2+3+(3+1 3 1+02+2+02*1 3 1+C2a2,0+1 3 0012
Q d U .26
111'
1.C2+3+02+1 a 1+C2+2+C2N 3 1+02+1+C2+1 3 111• 1.C2+3+C2+1 3 1 1+C3+2+C2+1 3 1+C2+2+C2+1 3 Z< < a
A11r t+C2+HC2.1 3 1 1+R+1+C2.1 3 1+C1+1+C2+1 1 3 1 8Y1A1• 1+C2+1+C2+1 3 1 t,C2-1.C2.1 3 !+=+!+C20 3
or i+C2.I.C2+1 3 1+C2+I+C2+1 3 ,.C2+1+13-1 3 00' 1+C2+,+C2.1 3 1+C2+1+C2+1 3 1+C2+1+C2-1 3
71• 1-C2+ 3 1+C2+1+C2+1 3 /+C2+I+C2+1 3 7P' ,+C2+VM-I 3 1+C2+1+C2+1 3 1-C2+1+C2+1 3 O Z lD ;r LL
K• t+C2+2.=+l 3 1.C2+1+02-1 3 t.C2+1+C2+1 3 8(• 1.02-2+C2+1 3 1.C2-1.C2+1 3 1-C2+1+C2+1 3 Q
5"r /+C2+2+C2+1 3 1+(3+2+C2+1 3 /+C2+1+Q.1 3 taP 1+C2+3+C2+1 3 1+C2+2+C2+1 3 I+Q+1K3H 3 N _
105.wr 1+C2+1H02+i 3 1+62+2+C2+1 3 t+C2+1+C2+1 3 106aR' 1+03+3+0+11 3 1+C2.2.C2.t 3 1+C2+2+C2+1 a
lar I+C2-3+C2+1 3 I+M+2+C2+1 3 t-C2+1+02-1 3 108' l+03+3+03+1 3 1.C2+2+02.1 3 ,+C2+2+C2+1 3 m Paso
Ill, 1+C2+3.02+1 a 1+C2+2+C2+1 3 1+C2+2+C2+1 3 711• 1+C3+3+M+1 3 1.C2+2+C2-1 3 I-M-2-C2+1 3 ® F- )( fQ
63.1/1' I+C2+1+C2+1 3 I+C2.1+C2+1 3 t+C2aI+C2+1 3 wvr 1+C2+1-C2+1 3 1.C2+1+C2+1 3 1+C2-1+C2+1 3 NOTES Q X Z
971,
1+03+1-0241 3 NG+1+C2+1 3 1+C2+1+C2+1 3 or 1.C2+1+C2+1 3 I+C2+1+C2+1 3 1+C2H+C2+1 3 N+1 s ,+02.1+02.1 3 I+02NK2+t 3 7+' 1.c2.z.Cz+1 s 1.cz+1.c3+1 3 ++a.,+23+1 3 1)WINDOW DP/ANCHOR QUANTITIES ARE BASED ON THE �02+2+(3+1 3 I+C2+1+c2+1 3 I.(3+1+C2-f 3 s4 I+C3.2+(a.1 3 1.Q.t+0.1 3 1.C2+1+C2+1 3 FOLLOWING DIMENSIONS: 0 0 3 1 CT+2+C2+1 3 4102+t+C2+1 a a1' I+C3.a CJ1H a 1+02.2+C2+1 a 1+C2+1.Ci+1 3 HEAD 8 SILL 10 1/2"MAX.ON EACH SIDE OF _ o 1+C2.a+C2+1 3 1+02.2+02+t 3 1+C2+1-C2+t 3 106311' I+CJ.SH;3 I 3 I+C2+2-C2-1 3 I.C2+2+C2+1 3 UU
«C2+a«C2+I 3 4102«2 C2+1 3 41C2+T -f 3 for 1.C3+3+03-1 3 1+C2.2-c2+1 a ,.12+2+C2+1 3MEETING RAIL CENTERLINE.25 3/4"MAX.FROM CORNERS.7+02+3.02+1 3 4102+2.02+1 3 1+02+x+(3+1 3 111' 7+0+3+03+1 9 t.c2+2+C2+1 a I+c2.2+C2+1 a ¢ ¢ _
JAMBS: 9"MAX.FROM CORNERS AND 221/2'
o311r 14(3+1-C2+1 3 1+C2+1-C2.1 3 1+C2+1+C2+f 3 61•V6• I+(2+1+C2.1 3 1+02+1+(3+1 3 1+C2+1+C2.1 3 a92 9n10
r• t.C2+1+C2+1 3 1+C2+1+(2+1 3 1+C2-1+C2+1 3 80' I+C2+1+C2+1 3 1+C2+1+C2+1 3 1.C2+1+C2+1 3 MAX O.C.
Te-
l. I+(3+2.(3.1 3 1+C2+1+c2+1 3 I+C2+1+C2+1 3 PC 111 t+(3.2.c3+1 3 7+C241K3+1 3 1+C2+1.C2.1 3 2)FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER `` VILYWN
91' I+C3+2-C3.1 3 1.C2+2.C2+1 3 1+C2+1+C2+1 3 I+C2+3+C3+1 a t.c2.z-(3.t a I+cz+t+ct-t a WINDOW IN TABLE. `fC ,
taearo 1+03+3+03+1 3 1+0+2.C2+1 3 I+C2+I+C2+1 3 lobal8• I.C3.3.0 0 3 I+C2.2+C2+1 3 I+C2+2.C2+1 3 AF /(
lar 1.03+1+0.1 3 1+02+2+02+1 3 t.CW;m-1 3 tor 1+0.3+C3+1 3 I.C2+2 / 3 ,+C2 2+02-t a 3)OVERALL FLANGE DIMENSIONS SHOWN.FOR FIN -
Ill, 1+6413-03+1 3 1.02+2.02+I 3 1-C2+2+C2+1 3 111' 4103.3-03+1 3 t.czn+(3.I 3 t+cx.x.cx+1 3 WINDOWS,SUBTRACT 1"FROM TABLE SIZE DIMENSIONS. _=*r No.58705
b17/r 1+62+1+(3+1 3 1.6x+1+C2-1 3 1+C2+1+C2.1 3 Will, 1+C2+7+C2+/ 3 i+C2+1,C2+1 3 I+C2+1+C2+1 3
eo 1.(3+t.c2+1 a 7+02-,.02+, 3 1+0241+02+1 3 b1' 1+C3.1+C30 3 I.M.I+C2.1 3 I+CZ+1+C2+1 3 4)FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS
Tr 1+12.1+C2+1 3 1+02+1-02.1 a 4102.1+(3+1 7 71' 1+C8•z+C3+1 3 1.02+1+02,1 3 ,.cx.t.c2+t a TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP. STATE TAP
er W.1
1+62+1+02+1 3 1.02+1+(3+1 3 M' 1+0.z.c3.1 3 t+C2+I+C2+1 3 1+C2.1+C2+I 3 T•. •'(�/
e1' bl• BOTH THE DP AND ANCHOR QUANTITY REMAIN � w�. G9r 1+C2.2+C2+1 3 I+C2-I+C2.1 3 w 1+C3.D.C3+I 3 I+C2+2+C2+1 3 t+C2.1.C2.1 a _`1+C2.2.0+1 3 I+(3.1.C2.1 3 too-w 1-CJ.3+CS.l 3 I+C2+2+C2+1 3 I.C2+2+C1+1 3UNCHANGED. 7 /ONALI00• 1C2.2M2+1 a 1+C2N.Ml 3 tar 1.C3+b.Cb+1 3 1+C2-2+C2-1 3 I-C2+a+C2+1 3 1'2221111110,Ill. 1.02+2.C2.I 3 1.x03-, 3 1111 1+C3+3.C3.t 3 ,-0142 C2., 3 1 I.C3+21C2+1 1 3 5)SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. A.LYNN UPI FR,P.F.
P.EJ06B706