HomeMy WebLinkAboutNOAi
M IAM I•DADE MIAMI DADE COUNTY
WMIPRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
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 "9E[R-210" Aluminum Horizontal Rolling Window - N.I.
APPROVAL DOCUMENT: Drawing No. MD-EMIO-01 titled "Horizontal Roller Window Details",
sheets 1 through 8 of 8, dated 12/01/11, with revision B dated 05/05/15, 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: None.
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 and renews NOA# 15-0609.05 and consists of this page 1 and evidence pages E-1 and
E-2, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 16-0629.02
Hff MIAMI-DADECOUNTY (/V Expiration Date: April 05,2022
`Effimr U !- Approval Date: August 04, 2016
7P1* Page 1
1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 11-1201.04)
2. Drawing No. MD-HR210-01 titled "Horizontal Roller Window Details", sheets 1
through 8 of 8, dated 12/01/11, with revision B dated 05105115, 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.
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of an aluminum horizontal
sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.
FTL-6657 and FTL-6658, dated 10/17/11 and 10/18/11 respectively, and addendum
letters for each dated 03/22/12, all signed and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No.11-1201.04)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5th
Edition (2014), dated 05/29/15, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
(Submitted under previous NOA No.15-0609.05)
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
E-1
Manuel P E ez, P.E.
Product Contro aminer
NOA No. X0629.02
Expiration Date: April 05, 2022
Approval Date: August 04, 2016
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-2010 and FBC-5" Edition
(2014), dated May 26, 2015, issued by manufacturer, signed and sealed by Anthony
Lynn Miller, P.E.
(Submitted under previous NOA No.15-0609.05)
2. Statement letter of no financial interest, dated May 26, 2015, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
(Submitted under previous NOA No.15-0609.05)
3. Laboratory compliance letter for Test Reports No. FTL-6657 and FTL-6658, issued
by Fenestration Testing Laboratory, Inc., dated 10/17/11 and 10/18/11 respectively,
both signed and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No.11-120L 04)
4. Proposal No.16-0125 issued by the Product Control Section, dated March 09, 2016,
signed by Ishaq Chanda, P.E.
G. OTHERS
1. Notice of Acceptance No. 15-0609.05, issued to PGT Industries, Inc. for their Series
"HR-210" Aluminum Horizontal Sliding Window - N.I., approved on 08/13/15 and
expiring on 04/05/17.
Manuel Pere , r.E.
Product Control ExduAner
NOA No. 16-0629.02
Expiration Date: April 05, 2022
Approval Date: August 04, 2016
E-2
GENERAL NOTES: SERIES 210 NON -IMPACT
HORIZONTAL ROLLER WINDOW
1)THIS PRODUCT HAS BEEN DESIGNED &TESTED TO COMPLY WITH
THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDINGTHE
HIGH VELOCITY HURRICANE ZONE (HVHZ).
2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS
REGIONS.
3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY
MIAMI-DADS COUNTYAPPROVED MASONRYANCHORS. MATERIALS
USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90
CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER
ANCHOR TYPE, SEE TABLE 1, SHEET 1.
4) ALL WOOD BUCKS LESS THAN 1-1/2-THICK ARE TO BE CONSIDERED
1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS
INSTALLED DIRECTLYTO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X
ARE 1-1/2" THICK OR GREATER. 1X AND ZX BUCKS (WHEN USED) SHALL
BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.
WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF
THE ENGINEER OR ARCHITECT OF RECORD.
5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS
SPECIFIED ON TABLE 1, SHEET 1. NARROW JOINT SEALANT IS USED ON
ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD
BE SEALED. OVERALL SEALINGIFLASHING STRATEGY FOR WATER
RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS
BEYOND THE SCOPE OF THESE INSTRUCTIONS.
6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE -
PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF
TRANSFERRING APPLIED LOADS. SHIM TO BE NO MORE THAN 1/4'
THICK. WOOD BUCKS. BY OTHERS, MUST BE SUFFICIENTLY ANCHORED
TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW.
7) DESIGN PRESSURES:
A) NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST 7
PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM El300. HEI
B) POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE.
STRUCTURAL TEST PRESSURE. FRAME ANALYSIS AND GLASS PER
ASTM E1300.
S) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO
RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN
PRESSURE. THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN
THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS
USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET
THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION
RESISTANCE. -
0) REFERENCES: TEST REPORTS FTL•6657 & 6658; ELCO ULTRACON
NON; ELCO CRETEFLEX NOA; ANSVAF&PA NDS FOR WOOD
CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL.
10)THE 210 SERIES HORIZONTAL ROLLER WINDOW WAS FORMERLY
KNOWN AS THE 201 SERIES.
DESIGN PRESSURE RATING
IMPACT RATING
VARIES,
SEE SHEETS 3 & 4
NOT RATED FOR
IMPACT RESISTANCE
STANDARDS USED:
•2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION
-ASTM E130D-04
•ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION
•ALUMINUM DESIGN MANUAL, ADM-2010
• A I S I -S 10 0-07/S 2-2010
A
6'
HEIGHT
HEIGHT
62'
BUCK
HEIGHT
120" WIDTH
iiu ou—rnu in
B SHEETS
586
58-7/8'
--'
/
58
---------�-
1/8"
----
/
SASH
VISIBLE
FIXED
VISIBLE
LIGHT
LIGHT
269/16'
SASH
VISIBLE
56-3/16" FIXED
VISIBLE LIGHT
LIGHT
� i
ALWAYS SEE NOTE A, SEE NOTES B & C. L I I
REQUIRED THIS SHEET THIS SHEET
@ CORNERS
TYP. XOX (1/4-1/2-114) ELEVATION
74" WIDTH
73' BUCK WIDTH
B SHEETS
1~ 586
I
2'
GHT
71"
BUCK
HEIGHT
SASH
SASH
VISIBLE
LIGHT
/
FIXED
VISIBLE
I LIGHT
33.9116'
SASH
33.9/16'
I FIXED
VISIBLE
LIGHT
VISIBLE
I LIGHT
PCSHEETS
586
TABLE 1:
SHEETS
A5&6
�-- 3-3/16-
6
HEI
90" WIDTH
III BUCK WIDTH
SHEETS
�8586
-
---
12-32•/,IXED
SIBLEIGHT
I//
3-
3HT
62"
56-7/8•
SASH
VISIBLE
LIGHT
58-1/8"
FIXED
VISIBLE
LIGHT
�I
BUCK
HEIGHT
26-7/16"
SASH
VISIBLE
L
LIGHT
'
ALQ RED SEE
E 1SHEET `r L�`�— 3-
@ CORNERS SEE NOTES
B & C. THIS SHEET
TYP. XOX (1/3-1/3-1/3) ELEVATION
Anchor
Group
Anchor
Substrate
Min. Edge
Distance
Min.
Embedment
A
1/4" Steel
Ultracon
Hollow Block, (ASTM C90)
2-1/2'
1-1/4•
if12 SI-.f
SIMS (G5).iao,r
1t12%410fSs
�SMS
P.T. Southern Pine (SG = .55)
9/16"
Tau
A36 Steel, .125' min
3/8"
Min. of 3 threads
beyond metal
substrate
AB53 Stud. Gr. 33, 0.0346" min. (20 Ga)
3/8"
' Aluminu�60MT5X125Zrr!int
3/8"
1/4" Steel
Ultracon
Concrete (min. 2.13 ksi)
1"
1-3/B"
Grouted -filled Black, (ASTM C90)
2-1/2'
1-3/4"
C
1/4" 410 SS
CreteFlex
Concrete (min. 3.4 ksi)
1"
1-3/4"
Hollow Block. (ASTM C90)
1-3/4"
1-1/4'
ALWAYS 3" —�� 1�— LAB —� Imo— 3-3/16"
REQUIRED SEE NOTE D, THIS SHEET
@CORNERS
�.--rTYP-' XOx ELEVATION (QX SIM.) r 1 r ' I r 1, ,,�
ELEVATIONS ....................................
1
ANCHOR SPECIFICATIONS.-.........1
ANCHOR SPACING/QUANTITIES... 2
DESIGN PRESSURES, XO/OX......_ 3
DESIGN PRESSURES, XOX....-.-...
4
INSTALLATION, STD MR ...............-
5
INSTALLATION, HD MR.................
8
GLAZING DETAILS............. ........
... 7
CORNER ASSEMBLY ......................
7
EXTRUSION PROFILES ...... ...........
8
PARTS LIST. ..............................
8
- Pam., 1-ICtNy"�'• ;���
1t : No, 58705 .:1T
I-T o,Fb
�'�%S;�NA � 16N�:•�•
A LYNN MILLER. RE
PEA 56705
SHEETS
5&8
WEEPHOLE NOTES. (SEE WEEPHOLE DETAILS, SHEET 7 OF 8):
i
A. REQUIRED IF WINDOW WIDTH IS OVER 67'.
-
B. REQUIRED IF WINDOW WIDTH IS OVER 45' AND UP TO 67•.
C. REQUIRED IF WINDOW WIDTH IS OVER S9".
PRODUCT REVISED
D. REQUIRED IF WINDOW WIDTH 15 OVER 45".
a. complylag wilt dra Florida
Acu eg�ceNa ►6-or,2a.o2
'rat�icm Dave 2
Rmf-d SY: Dot.: Ravialon:
JR 05/05/16 B) ADDED SPACERS TO
By
SHEET B,
Miami dcPr Comtot
Ravtsed By: Date: Revision:
® DaeaiPBon:
Drown
GENERAL NOTES & ELEVATION
J ROSOWSKI
1070 TECHNOLOGY DRIVE 7ltk: Vora:
N. VENICE, FL 34275 HORIZONTAL ROLLER WINDOW DETAILS 12/01/11
P.O. BOX 1529
NOKOMIS, FL 34274 Serfaa/Nodat. Scot: Sheet Drawing No. Rev.
CERT. of AM. #29296 HR-210 NTS 1 OF 8 MD-HR210-01 B
1 ANCHOR ON
1 ANCHOR AT EACH SIDE OF 1 ANCHOR
CORNER THE MMEEIETING CORNER
B' MAX.
MI
MIN.3 ANCHOROR
S II
ANCHORS IN JAMB FOR
JAMB FOR I MAX. O.C. FOR WINDOWS U
WINDOWS UP WINDOWS UP TO 63" TO 44", MIN.
TO 44", MIN. 4 / / TALL, 20" MAX. O.C. ANCHORS II
ANCHORS IN FOR WINDOWS OVER 63" JAMB FOR
JAMB FOR WINDOWS
WINDOWS - 7- OVER 44'
OVER 44" 1
6" MAX. —
6 MAX.
6- MAX. --►I �- 8' MAX. FROM
�+-- CENTER OF
MEETING RAIL (X2)
ANGHORAG E FOR=AkLI-MOX_CONFIGURATIONS--
1
1 ANCHOR ON ANCHOR 1 ANCHOR ON
1 ANCHOR AT EACH SIDE OF AT EACH SIDE OF 1 ANCHOR AT
THE MEETING FIXED THE MEETING
CORNER oeu oeu CORNER
MIN. 3
ANCHORS IN
JAMB FOR
WINDOWS UP
TO 44-, n9N. 4
ANCHORS IN
JAMB FOR
WINDOWS
OVER 44'
J_
rt
6" MAX
170 C
6' MAX
6' MAX.
_ 6 MAX. FROM
f^� MEETING RAIL (XZ)
ANCHORAGE FOR ALL XOX (1/3-1/3-1/3) CONFIGURATIONS
X.
SEE TABLE 2,
THIS SHEET, FOR
1 A ON ANCHOR 1 A ON
1 ANCHOR AT EACHH SIDE OF QUANTITIES EACHH SIDE OF
CORNER THE MEETING ---------_— THE nMEETING
1 ANCHOR AT
CORNER 1
J_
i
6" MAX.
17' hN
O.0
—
6' MAX
I
'1 F�
1 _---- 1 22-3/4' 1 /
MEETING RAIL (X2) Imo_ —IMAx. o.cl—
ANCHORAGE FOR ALL XOX (114-1/2-1/4) CONFIGURATIONS
TABLE 2:
FRAME
TYPE
FRAME
WIDTH
FRAME HEIGHT
3B3/H'
ANCHOR GROUP
ANCHOR GROUP
ANCHOR GROUP
ANCHOR GROUP
A
B
C
A
B
C
A
B
C
A
i$y1
C
e53a18
1
1
1
1
1
1
1
1
1
1
1
1
74'
2
2
1
1
2
1
1
1
1
1
1
1
AA RD
85'
2
2
2
2
2
1
1
2
1
1
1
1
MEETING
RAIL
97"
2
3
2
2
2
2
2
2
1
1
1
1
109"
3
3
2
2
3
2
2
2
2
1
2
1
20' 1
3
3
3
3
3
2
2
2
2
2
2
1
53-118"
1
1
1
1
1
1
1
1
1
1
1
1
HEAVY
74'
2
2
1
2
2
1
2
2
1
1
1
1
DUTY
85'
2
2
2
2
2
2
2
2
2
2
2
1
MEETING
g7"
2
3
2
2
3
2
2
2
2
2
2
2
RAIL
109'
3
3
2
3
3
3
3
3
2
2
2
2
1ff
3
4
3
3
4
3
3
3
3
2
2
2
XO, OX & XOX:
EGRESS HEIGHT: - 4.518
XO & OX:
EGRESS WIDTH: (WW2.3-12)
X0X(114-112-114)c
EGRESSWIDTH: (WW/4-2-5/16)
X0X(1/3-1/3-t/3):
EGRESS WIDTH: (WW/3-6)
X.
XO, OX a XOX:
SASH VISIBLE LIGHT HEIGHT: (WH-6-1/8)
FIXED VISIBLE LIGHT HEIGHT: WH - 4-7/6
XO & OX:
SASH & FIXED VISIBLE LIGHT WIDTH: 12 - 3-7116
XOX (114-1/2-1/4):
SASH VISIBLE LIGHT WIDTH: (WW/4 - 3-7/16)
FIXED VISIBLE LIGHT WIDTH: (WW2 - 3-13/16)
XOX (113-1/3-1/3):
SASH & FIXED VISIBLE LIGHT WIDTH: (WW13.3-9/16)
PRODUCT REVISED
SEE TABLE 1, SHEET 1 FOR ANCHOR GROUP DESCRIPTIONS.
as complying with the Florida
- .
Building Code
Aoceptaaca No 16-0(,29
E pimYon Date Z
-•
Ravisad By:
Dote:
Rerieion:
- -
Mi Dnde Prodoei
Revfsed Ry:
I.
Revlslon:
®
Description:
Drarn BY:
6..RR
ANCHOR SPACING & QUANTITIES
J ROSOWSKI
'
--.•
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
P.O. BOX 1529
TiNe:
HORIZONTAL ROLLER WINDOW DETAILS
Date:
12/01/11
A LVNN MILLER, P.E
PER 58706
NOKOMIS. FL 34274
Seriee�Madel: Smle:
HR-210
NTS
Sheet•
2 OF 8
Dive•!ng No.
MD-HR210-01
Rer.
B
�� OF AUhi. �29298
TART F'1-
>0 OR OX
CONFIGURATIONS
MAXIMUM DESIGN PRESSURE RATING (p s
S7l1NDARDQEE3ING"RALI
HEAVY DUTY MEETING RAIL
FRAME
WIDTH
GLASS
TYPE
FRAIVIE�dEIGHT_�,"t�
FRAME HEIGHT
38-3/6'
44"
5D-5/8"
y 63
38-3ff
44" 1
5D5/8" I
W'
72°
Glass 1
+55.01-90.0
+55.0/50.0
+55.01.86.9
+55.0/-67.9
+55.0/-90.0
+55.0/-90.0
+55.01-86.9
+55.0/-67.9
NIA
26-1/2"
Glass 2 & 3
+65.01-90.0
+55.01-90.0
+55.0/50.0
+55.0/-90.0
+55.0/-90.0
+55.0/-90.0
+55.01-90.0
+55.0/50.0
+55.01-90.0
Glass 4 & 5
+55.01-90.0
+55.01-90.0
+55.0/30.0
+55.01-90.0
+55.0/-90.0
+55.0/-90.0
+55.0/-90.0
+55.0/•90.0
+55.0/-90.0
Glass 1
+55.01-73.5
+55.0/-61.2
+55.0156.0
+49.71.49.7
+55.01-73.5
+55.0/-61.2
+55.0/56.0
+49.7/-49.7
NIA
37"
Glass 2 & 3
+55.01-90.0
+55.01-90.0
+55.0/57.2
+55.0/-67.2
+55.01-90.0
+55.01-90.0
+55.0/-90.0
+55.0/-90.0
+55.01-77.9
Glass 4 & 5
+55.0/50.0
+55.01-90.0
+55.0/-90.0
+55.0/-84.0
+55.0/-90.0
+55.01-90.0
+55.0/-90.0
+55.0/-90.0
+55.01-78.1
Glass 1
+55.0/57.5
+53.7/•53.7
+44.61-44.6
+35.5135.5
+65.0/57.5
+53.7/•53.7
+44.6/-44.6
+35.5/35.5
NIA
Glass 2
+55.01-90.0
+55.0/50.0
+55.01-75.0
+55.0/57.1
+55.0/-90.0
+55.0/50.0
+55.01-89.2
+55.0/-77.2
+55.0/-65.8
45"
Glass 3
+55.01-90.0
+55.01-90.0
+55.0175.0
+55.0/57.1
+55.0/-90.0
+55.0/-90.0
+55.0/-80.3
+55.0/-63.9
+55.01-57.1
Glass 4 & 5
+55.0/-90.0
+55.01-90.0
+65.01-90.0
+55.0/-71.4
+55.0/-90.0
+55.0/50.0
+55.0/-90.0
+55.0/-77.4
+55.0/-66.0
Glass 1
+55.01-65.0
+53.1/•53.1
+43.6143.6
+32.31-32.3
+55.0/-68.0
+53.1/53.1
+43.6143.6
+32.3/•32.3
NIA
49„
Glass 2
+55.01-90.0
+55.01-85.1
+55.0/ 70.5
+53.41-53.4
+55.0/-90.0
+55.0/-88.9
+55.0/-79.9
+55.0/-68.0
+55.0/-61.3
Glass 3
+55.0/5D.0
+55.01-85.1
+55.01-70.6
+53.41-53.4
+55.0/-90.0
+55.0/-90.0
+55.0/-78.5
+55.0/58.1
+50.61-50.6
Glass 4 & 5
+55.0/-90.0
+55.01-90.0
+55.01-88.1
+55.01-66.7
+55.0/-90.0
+55.0/50.0
+55.01-90.0
+55.0/-72.3
+55.01-61.5
Glass 1
+55.0/-63.7
+52.4152.4
+43.51-43.5
+31.21-31.2
+55.0/-63.7
+52.4152.4
+43.5/43.5
+31.2131.2
WA
Glass 2
+55.0/-90.0
+55.0/•81A
+55.0/56.Tj,+50:2150-2
+55.0/-90.0
+55.0/55.0
+55.0/-73.8
+55.0/59.4
+54.01-54.6
!rD ass`33
+55.01-90.0
+55.01.81.0
+55.01-66.7
+50.2I50.2
+55.0/-90.0
+55.0/-90.0
+55.0/-78.3
+55.0156.2
+46.8146.8
Glass 4 & 5
+55.0/-90.0
+55.0/-90.0
+55.0/-83.4
+55.0/52.7
+55.01-90.0
+55.0/-90.0
+55.01-90.0
+55.0/-68.0
+55.01-57.4
Glass 1
+55.0159.2
+50.4/50.4
+42.81-42.8
+31.8/51.8
+55.0/59.2
+50.4/50.4
+42.8/-42.8
+31.8/31.8
NIA
61"
Glass 2
+55.01-89.2
+55.01-75.1
+55.01-61.1
+45.4145.4
+55.0/-89.2
+55.01-79.3
+55.0/-67.2
+51.0/51.0
+44.01-44.0
(Gliass-3Z=
+55.01-90.0
+55.01-75.1
+55.0151.11
_-* 45'.Q 48�l]
+55.0/-90.0
+55.0/-90.0
+55.0/-77.0
+55.0157.2
+46.4146.4
Glass 4 & 5
+55.0/-90.0
+55.01-90.0
+55.01-76.4
+55.0146 7
+55.0/-90.0
+55.0/-90.0
+55.0/-82.9
+55.0/-61.5
+51.8151.8
Glass 1
+55.0/55.3
+48.5/48.5
+41.6141.6
+32.01-32.0
+55.0/-56.3
+48.5/•48.5
+41.6/41.6
+32.0/32.0
NIA
Glass 2
+55.0/-79.7
+55,01-72.5
+55.0/58.5
+43.0/43.0
+55.0/-79.7
+65.0/-77.1
+55.0/-65.2
+49.3149.3
+41.2141.2
65"
Glass 3
+55.01-79.7
+55.0/-72.5
+55.0158.5
+43.01.43.0
+55.0/-79.7
+55.0/-79.7
+55.01-74.9
+55.0/57.6
+47.01 47.0
Glass 4 & 5
+55.01-79.7
+55.0/-79.7
+55.0/-73.1
+53.81-53.8
+55.01-79.7
+55.0/-79.7
+55.0/-79.3
+55.0/58.3
+48.9/-08.9
Glass 1
+51.1/51.1
+44.2(-44.2
+38.91.38.9
+30.01-30.0
+51.1/-51.1
+44.2/.44.2
+38.9/-38.9
+30.0/30.0
NIA
Glass 2
+55.0/-63.5
+55.0/53.5
+55.0/55.3
+40.0/-40.0
+55.0/53.5
+55.0/-63.5
j +55.0/-62.0
j +47.9/-47.9
j +39.8/-39.8
74'
Glass 3
+55.0/53.5
+55.01.63.5
+55.0155.3
+40.0140.0
+55.0/53.5
+55.0/53.5
+55.0/53.5
+54.1/54.1
+45.01.45.0
Glass 4 & 5
+55.0/-63.5
+55.01.63.5
+55.0/-63.5
+50.01-50.0
+55.0/-63.5
+55.0 -615
+55.0/-63.5
+54.2154.2
+45.1/-45.1
TARI F A -
Glass Types
1
1/15° Annealed
1/8" Tempered
2
3/16" Annealed
1/4" Annealed
3
1/8' Annealed-1/4" Airspace-1/8" Annealed
3/t6' Annealed-3/16" Airspace-1/8" Annealed
4
3/16" Tempered
VWTempered
5
1/8' Tempered-1/4" Airspace-118" Tempered
3/16" Tempered-3/16" Airspace-1/8" Tempered
NOTES:
1) USE TIiIS TABLE FOR ALL XO/OX WINDOWS PER
THE ELEVATION ON SHEET 1. DIMENSIONS SHOWN
ARE TIP -TO -TIP.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE
NEXT AVAILABLE WIDTH OR HEIGHTDIMENSION
SHOWN ON THE TABLE.
3) DESIGN PRESSURES MAY BE INTERPOLATED
BETWEEN SIZES.
CONFIGURATIONS APPLICABLE TO THIS SHEET:
a
xo
a
OX
FRODUCT REV)SBD
e cemplym6 with d,e FABi&
Building Code !
:laceprAnie Nn IUD` 9^_n2
Bxpimipli Daze FI/U./LL
py 1
ado P�oducl
co
U)
0
O
60
• CN
.
F--
/A
111
0
m =i
sp
0
OD
X
O
Z
LL
O
Oin
M
F-
a
z
_-i
cr)
W
Q
p�
c�
Z
O
o
ti(N
Q—
8 a
VE
NI
WSVmY
r
N
o2 z
� U
A. LYNN MILLER. P.E.
RE.# 58705
TABLE 5-
XOXCONFIGURATION
MAXIMUM DESIGN PRESSURE RATING (psfl
FRAME
WIDTH
GLASS
TYPE
STANDARD MEETING RAIL
HEAVY DUTY MEETING RAIL
FRAME HEIGHT
FRAME HEIGHT
38-3/B" 1
44" 1
50 5/8"
63"
38-3/8"
44"
50-5/8"
63"
49„
Glass 2 & 3
+55.0/-90.0
+55.0/-90.0
+55.0/-76.3
+55.0/-59.2
+55.0/-90.0
+55.01-90.0
+55.0/-90.0
+55.01-78.9
z
O
Glass 4 & 5
+55.0/-90.0
+55.0/-90.0
+55.0/-89.1
+55.0/-69.1
+55.0/-90.0
+55.0/-90.0
+55.0/-90.0
+55.0/-90.0
53-1/8"
Glass 2 & 3
+55.01-90.0
+55.0/-84.7
+55.0/-71.4
+55.0/-55.1
+55.0/-90.0
+55.0/-90.0
+55.01-90.0
+55.01-73.5
Glass 4 & 5
+55.01-90.0
+55.01-90.0
+55.0/-83.2
+55.0/-64.3
+55.0/-90.0
+55.01-90.0
+55.01-90.0
+55.0/-90.0
O
Bill
Glass 2 & 3
+55.0/-90.0
+55.0/-76.3
+55.0/-63.9
+49.0/-49.0
+55.0/-90.0
+55.0/-90.0
+55.01.85.1
+55.0/35.3
ILL
z
Glass 4 & 5
+55.01-90.0
+55.01-89.0
+55.01-74.5
+55.0/-57.1
+55.01-90.0
+55.01-90.0
+55.0/-90.0
+55.0/-84.5
U
74"
Glass 2 & 3
+55.01-81.0
+55.0/-66.8
+55.0/-55.3
+41.9/41.9
+55.0/-90.0
+55.0/-88.9
+55.0/-73.7
+55.0/-55.8
Glass 4 & 5
+55.0/-90.0
+55.01-77.9
+55.0/-64.5
+48.8148.8
+55.0/-90.0
+55.0/-90.0
+55.01-90.0
+55.0/-72.2
85"
Glass 2 & 3
+55.01-75.6
+55.01-61.5
+50.41-50.4
+37.7/-37.7
+55.0/-90.0
+55.0/-81.8
+55.0/-67.2
+50.3150.3
Glass 4 & 5
+55.0/-88.2
+55.01-71.7
+55.0/-58.8
+44.0/-44.0
+55.0/-9D.0
+55.01-90.0
+55.0/-86.9
+55.0A65.0
90
Glass 2 & 3
+55.01-73.8
+55.0/-59.6
+48.6/-48.6
+36.2/-36.2
+55.0/-90.0
+55.0/-79.5
+55.0/E4.8
+48.21-48.2
Glass 4 & 5
+55.01-86.1
+55.01-69.6
+55.01-56.7
+42.2/-42.2
+55.0/-90.0
+55.0/-90.0
+55.0/-83.9
+55.0/52.4
Glass 2
+55.01-90.0
+55.01-79.5
+55.0/-66.4
+50.81-50.8
+55.0/-90.0
+55.0/-85.0
+55.01-73.8
+66.01-59.4
53-1/9'
Glass 3
+55.01-90.0
+55.01-79.5
+55.0/-66.4
+50.8/-50.8
+55.0/-90.0
+55.0/-90.0
+55.0/-78.3
+55.0/�-56.2
Glass 4 & 5
+55.0/-90.0
+55.0/-90.0
+55.0/-77.5
+55.0/-59.2
+55.0/-90.0
+55.0/-90.0
+55.0/-90.0
+55.01-87.5
Glass 2
+55.01-80.4
+55.01-64.9
+529/-52.9
+39.3/-39.3
+55.01-83.1
+55.01-72.8
+55.0/$2.0
+47.9/-47.9
zz
74"
Glass 3
+55.0/-80.4
+55.01-64.9
+52.91-52.9
+39.3/-39.3
+55.0/-90.0
+55.0/-79.6
+55.01-70.0
+52.51-52.5
Glass 4 & 5
+55.01-90.0
+55.01-75.8
+55.0/-61.8
+45.9/-45.9
+55.0/-90.0
+55.0/-90.0
+55.0/-90.0
+55.01-67.8
Glass 2
+55.01-74.7
+55.01-61.2
+49.1/49.1
+35.8/35.8
+55.0/-74.7
+55.0/-67.2
+55.0/58.9
+46.81-46.8
IL
85"
Glass 3
+55.0/-77.2
+55.0/51.2
+49.1/-49.1
+35.8/35.8
+55.0/-81.9
+55.0/-71.1
+55.01-62.8
+47.81-47.8
z
Glass 4 & 5
+55.0/-90.0
+55.01-71.4
+55.0/-57.3
+41.8/-41.8
+55.01-90.0
+55.0/-90.0
+55.01-84.6
+55.01.61.8
L)
Glass 2
+55.01.65.3
+55.0/-58.8
+46.3/46.3
+33.1/33.1
+55.01-65.3
+55.0/-60.0
+53.7153.7
+43.9/-43.9
97"
Glass 3
+55.0/-72.5
+55.0/-58.8
+46.3/-46.3
+33.1/-33.1
+55.01-72.5
+55.0/-63.7
+54.7/54.7
+44.21.44.2
Glass 4 & 5
+55.01-87.0
+55.01.68.6
+54.11-54.1
+38.7/38.7
+55.0/-90.0
+55.01-90.0
+55.0/ 79.9
+55.0157.1
Glass 2
+55.01-56.7
+53.41-53.4
+44.7/-44.7
+31.2131.2
+55.0/-56.7
+53.4/-53.4
+48.4/-48.4
+40.6/-40.5
109"
Glass 3
+55.01-64.8
+55.0/55.8
+44.7/-44.7
+31.2/-31.2
+55.0/-64.8
+55.0/-55.8
+48.2148.2
+39.6/39.6
Glass 4 & 5
+55.0/-84.7
+55,01-66.5
+52.2/-52.2
+36.4/-36.4
+55.0/-90.0
+55.0/-90.0
+55.01-77.1
+53.8153.8
Glass 2
+49.7149.7
+47.91-47.9
+43.6/-43.6
+30.0/30.0
+49.7/-49.7
+47.9/47.9
+44.3144.3
+37.51-37.5
120"
Glass 3
+55.01-57.6
+51.11-51.1
+43.6/-43.6
+30.0/-30.0
+55.0/-57.6
+51.1/-51.1
+44.1/-44.1
+35.8/35.8
Glass 4 & 5
+55.0/-63.2
+55.01-65.0
+50.9/-50.9
+35.0/-35.0
+55.0/-90.0
+55.0/-90.0
+55.01-75.2
+51.71-51.7
TABLE 6:
Glass Types
2
WIT' Annealed
1/4" Annealed
3
118" Annealed-114" Airspace-118" Annealed
3/16' Annealed3/16" Airspace-1/8" Annealed
4
3/16' Tempered -
U4" Tempered
5
1/8" Tempered-IW Airspace-1/8" Tempered
3/16' Tampered-3/16" Airspace-1/8" Tempered
NOTES
1) USE THIS TABLE FOR ALL XOX WINDOWS PER
THE ELEVATIONS ON SHEET 1. DIMENSIONS
SHOWN ARE TIP -TO -TIP.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE
NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION
SHOWN ON THE TABLE.
3) DESIGN PRESSURES MAY BE INTERPOLATED
BETWEEN SIZES.
CONFIGURATIONS APPLICABLE TO THIS SHEET:
XOX(1/3-1/3-1/3)
� a
XOX(1/4-1/2-114)
PRODUCT RE ith the EIDFlorid&
as complyi"g
Building Code
Ac.ptmce No
Ecpimi ,Date
By
Mi Uade Pr 1
r—
J
o
<
WI
0
sp
0
X
Z
2
LL.
O
�
W
a0
w
U)
Z
z`
J
(n
�'
W
CL
J
8
S
d
z
z
0
N
O
_N
eW
Id
g
INSTALLATION OPTION 1 CONCRETEICMu
STANDARD MEETING RAIL
1X WOOD
INSTALLATION ANCHORS INTO 2X WOOD. PERANCHOR
REQUIREMENT
TYP. ANCHOR TYPE. BUCKSTRIP, ,
" CONCRETE
EDGE
EMBEDMENT
AND EDGE SEE NOTE 2,
OR CMU
OPTIONAL 2X WOOD
EMBEDMENT
DISTANCE
DISTANCE PER SUBSTRATE, THIS SHEET.
° PER
80 ADDON
FLANGE @
SEE TABLE 1, SHEET": - ANCHOR
HEAD.
114" MAX
SHIM
90
REQUIRE -
SILL&JAMBS
23
93 30
X
10 MENT
DISTANCE X
EMBED- °
MENT
44
SASH
SASH
VISIBLE
•.
°
TYP. ANCHOR VISIBLE
II^\� O
����III LIGHT
1
TYPE, EMBEDMENT 57 LIGHT
AND EDGE WIDTH
DISTANCE PER '
!�
WIDTH
y..
DISTANCE
DISTANCE
II
� II
UBSTRATE, SEE 76
FIXED 74
u •
/
I.I II
TABLE 1, SHEET 1.
25
VISIBLE
24 LIGHT 70
5
21 80
STANDARD STANDARD
6 WIDTH 6
EXTERIOR
-
1XWOOD EMEND•
I�
INSTALLATION MEETING
RAIL MEETING RAIL
BUCK
it iI
Ij OPTION 2VISI
�nJ
INSTALLATION
FIXED
II
INSTALLATION
II
BUCK WIDTH
OPTION 3
p� II j I
I ANCHORS DIRECTLY
TIP -TO -TIP WIDTH
INSTALLATION ANCHORS
HEIGHT �I II
I.I INTO MASONRY.
THROUGH 1X DUCKSTRIP
jI jl
1� S ASH
HORIZONTAL SECTION A -A
INTO MASONRY.
TIP -TO -TIP II II
II VISIBLE
I LIGHT 1f4'M7J(. SHIM
HEIGHT I
li ii
iI HEIGHT
TYP.ANCHORTYPE,
BUCK I I I
O II II
I #12 STEEL
X SELF -DRILLING
v 4
10 X 11
2X WOOD EMBEDMENT AND EDGE
HEIGHT
II
SMS (G5), SEE TABLE ��
DISTANCE PER SUBSTRATE,
II II
II 1, SHEET I.
_
SEE TABLE I, SHEET I.
I II
I II
I DAOE APPROVED
32 MULLION, ALUMINUM,
�31
------ '
O
I
III
STEEL FRAMING OR STEEL
SASH VISIBLE I
57 II
I II
I
STUD. SEE SUBSTRATE
PROPERTIES, TABLE 1,
4" CUT LENGTH SHEET 1.
LIGHT WIDTH _.__._
.a
12 @ EACH
3
MEETING RAIL EXTERIOR 25 FIXED VISIBLE I
INSTALLATION
STANDARD LIGHT WIDTH
6
INSTALLATION
TYP. ANCHOR TYPE, OPT4
ION
MEETING RAIL
OPTION 1
2
EMBEDMENT AND EDGE INSTALLATION
DISTANCE PER
-
BUCK WIDTH
INSTALLATION
SUBSTRATE, SEE ANCHORS
TIP -TO -TIP WIDTH
ANCHORS INTO 2X '
29
TABLE 1, SHEET 1. DIRECTLY INTO
METAL.
HORIZONTAL SECTION C-C
WOOD.
1XWOOD
BUCKSTRIP, NOTES:
?RODUCT REVISED
- SEE NOTE 2, 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 1 OF SHEET 1. FOLLOW EMBEDMENT AND EDGE
as complying with the Fluiide
THIS SHEET. DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OFTHE WINDOW.
Building Code
AccepMnw No 16-06'XI%l0
1/4' MAX SHIM 2) ALL WOOD BUCKS LESS THAN 1-112'
THICK ARE TO BE CONSIDERED 1X
Revised By: Date:
E 'ration Dale Z
Revision:
'
INSTALLATIONS. I WOOD BUCKS ARE
° CONCRETE PER
_
-_ -
By
ade ���
1X WOOD
BUCK ^ •
OPTIONAL, UNIT MAY BE INSTALLED'
" ANCHOR DIRECTLY TO SUBSTRATE. WOOD BUCKS
Revised W. Data:
Revision:
EXTERIOR
s - REQUIREMENT DEPICTED AS 2X ARE 1-112" THICK OR
•-'
•
GREATER. IXAND2XSUCKS(WHEN'
• " ' ' ' •' USED) SHALL BE DESIGNED TO PROPERLY
INSTALLATION TRANSFER LOADS TO THE STRUCTURE.
r _ p Desuipffort: Drawn W.
6r�Sll.� INSTALLATION DETAILS, STD MR J ROSOWSKI
WOOD BUCK DESIGN AND INSTALLATION
OPTIONS
^
IS THE RESPONSIBILITY OF THE
VERTICAL SECTION B-B
- :_ •-' ' 1070 TECHNOLOGY DRIVE Title:
Dote:
INSTALLATION ANCHORS ENGINEER OR ARCHITECT OF RECORD.
••• N. VENICE, FL 34275 HORIZONTAL
ROLLER WINDOW DETAILS 12/01/11
THROUGH IX BUCKSTRIP MAXIMUM SHIM THICKNESS TO BE 1W.
"`, P.O. BOX 1529
INTO MASONRY.
; .` NOKOMIS; FL 34274 Sedes/Nodel:
Smfe: Sheet: Drawing No. Rer.
A. LYNN MILLER, P.E. CERT. OF AM. #29298 HR-210
NTS 5 OF 8 MD-HR210-01 B
P.E.0 5570.5
INSTALLATION OPTION 1 CONCRETE/CMU HEAVY DUTY MEETING RAILO 1XWOOD
INSTALLATION ANCHORS INTO 2X WOOD. PER ANCHOR CONCRETE
TYP. ANCHOR TYPE, BUCKSTRIP
REQUIREMENT ,
EMBEDMENT AND EDGE SEE NOTE 2,
OPTIONAL EDGE EMBEDMENT DISTANCE PER SUBSTRATE. THIS SHEET. PER
OR CMU
BD ADDON ZX WOOD DISTANCE 11 SEE TABLE 1, SHEET 1. ' ° ANCHOR
FLANGE @ \ 114' MAX REQUIRE -
HEAD,
SILL aJAMBS EDGE SHIM 23 X 93 30 90 54 X 10 • • d • MENT
EMBED -
DISTANCE °
MENT
SASH
SASH O _III VISIBLE
TYP. ANCHOR VISIBLE — -- -- -- LIGHT e . • EDGE
1 TYPE. EMBEDMENT ° 57 LIGHT WIDTH DISTANCE
AND EDGE ^ WID "I
II j DISTANCE PER I I 74
I� I� SUBSTRATE,SEE 76 I yIg16LE I _
TABLE I, SHEET 1. 25 24 "yyyiil UGC 70 5
21 60 WIDTH EMBED-
MENT
INSTALLATION EXTERIOR \ — BUCK
11 II 11 OPTION 2 fl 7 HEAVY DUTY �'1HEAVY DUTY INSTALLATION
FIXED I I V MEETING RAIL vMEETING RAIL
VISIBLE INSTALLATION BUCK WIDTH OPTION 3
LIGHT i I ANCHORS DIRECTLY INSTALLATION ANCHORS
HEIGHT �� II II INTO MASONRY. TIP -TO -TIP WIDTH THROUGH 1X BUCKSTRIP
SASH HORIZONTAL SECTION A -A INTO MASONRY.
TIP -TO -TIP II II 11 VISIBLE
HEIGHT II I II LIGHT r— 114"MAX.SHIM
j II HEIGHT TYP. ANCHOR TYPE,
BUCK II II (I 412 STEEL 5 4 2X WOOD
O 1 i X SELF -DRILLING 10 11 EMBEDMENT AND EDGE
HEIGHT II II II DISTANCE PER SUBSTRATE,
I I I X SMS (65), SEE TABLE
1, SHEET I. SEE TABLE I, SHEET I.
24 II �I I� DADE APPROVED -- — ----
II 32 MULLION, ALUMINUM, O
I I I' 31 STEEL FRAMING OR STEEL SASH VISIBLE
57 II. II STUD. SEE SUBSTRAT
PROPERTIES, TABLE IE 1 �7 LIGHT WIDTH
I 4" CUT LENGTH SHEET 1.
12 Q EACH
MEETING RAIL EXTERIOR 25 _ I FIXED VISIBLE N
INSTALLATION
n
LIGHT WIDTH
INSTALLATION
TYP. ANCHOR TYPE,
EMBEDMENTANDEDGE
OPTION 4
HEAVY DUTY
MEETINGRAIL 7
OPTION 1
DISTANCE PER
INSTALLATION
INSTALLATION
SUBSTRATE,SEE
ANCHORS
ANCHORS INTO 2X
TABLE 1, SHEET 1.
DIRECTLY INTO
BUCK WIDTH
WOOD.
1XWOOD
METAL
NOTES-
TIP-TO-TIPWIDTH
ABUCKSTRIP,
1)USE ONLY SUBSTRATE -APPROPRIATE
PRODUCT REVISED
SEE NOTE 2,
ANCHORS LISTED ON TABLE 1 OF SHEET 1.
HORIZONTAL SECTION C-C
as complying with the Flnida
'
THIS SHEET.
114- MAX SHIM
FOLLOW EMBEDMENT AND EDGE DISTANCE
LIMITS. ANY INSTALLATION OPTION SHOWN
Ouilding Cede
AccePlance -OY
MAY BE USED ON ANY SIDE OF THE WINDOW.
:,.. { ._
Revised By:
Date:
Revtaion:
ptm' Date OZ 2
1X WOOD
• •'
2) ALL WOOD BUCKS LESS THAN 1-112' THICK
_ ,,
T.1i Peadittt
BUCK
.•
CONCRETE PER
ARE TO BE CONSIDERED 1XINSTALLATIONS. 1X
in.
Revised ey:
Date:
Ravlsion:
ANCHOR
WOOD BUCKS ARE OPTIONAL UNIT MAYBE
;t-;.:�:•i"�'
EXTERIOR
REQUIREMENT a,
°
INSTALLED DIRECTLY TO SUBSTRATE. WOOD
BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR
LG�
_
DesetiGtlaa:
Dratm
INSTALLATION
GREATER.IXAND 2XBUCKS (WHENUSED)
[
-
`
INSTALLATION DETAILS, HD MR
J ROSOWSKI
VERTICAL SECTION B-B
OPTION 3
SHALL BEDESIGNED TOPROPERLY TRANSFER
LOADS TO THE STRUCTURE. WOOD BUCK
F
:..
1070 TECHNOLOGY DRIVE
Title:
Date;
IN ANCHORS
DESIGN AND INSTALLATION 15THE
::
N. vertlCE FL 34275
HORIZONTAL ROLLER WINDOW
DETAILS
12/01/11
THROUGH 1XBUCKSTRIP
RESPONSIBILITY OF THE ENGINEER OR
P.O. BOX 1529
INTO MASONRY.
ARCHITECT OF RECORD. MAXIMUM SHIM
NOKOMIS,' FL 34274
Sed-lModd Saale;
Shenk
Drawing No.
Rev.
THICKNESS TO BE 1/4.
A LYNN MILLER, P.E.
CERT. OF AUTH. #29296
HR-210
NTS
6 OF 8
MD-HR210-01
B
REA 58705
1/8"ANNEALED OR I� PRODUCT REVISED
TEMPERED GLASS I— ., complying with the F)mi&
1 8 1 Ilnild "g Cads
40 40 it so Epm,>onD�cl .p 2022
B
27
/ I GLASS BITE jl Micr.;i ndc florEhcl Can
I
D 81
40
®� �® zB ' 10 � 1/8" GLAZING DETAIL Y
3/16" ANNEALED OR 1/4" ANNEALED OR 0 c (n
TEMPERED GLASS TEMPERED GLASS �.O J
3 6 ED
3 f 12 55 III 91 56 III 92 c - 9 W
/ Lu g0
4 11 .3H2' MIN. IIII .382' MIN. q: Q Cl E
GLASS BITE I GLASS BITE I o
1 d mj 81 co CO
O
I
3/16" GLAZING DETAIL 114" GLAZING DETAIL
40 G .0 2 40 rc x J J 0
8 2 m J „ F.
J 40 1!2" MIN. cd Q —°" z
6 FRAME SASH MEETING GLASS STACK Ill rK
26 CORNERS CORNERS RAIL 1/4"AIRSPACE co J
— 1/8"ANNEALED OR U) Q
TEMPERED GLASS 1/8' ANNEALED OR Q O
ASSEMBLY DETAILS II I TEMPERED GLASS W O —
II
. 93
CN
57 II I of W 2
.382"MIN. jli II o O 0
,.
GLASS BRE II' jl
O3 SILLADAPTER 81
I 60-63,�
I ® Mi n N
it 1/2" I.G. GLAZING DETAIL.
3
1/4" AIRSPACE
ox 6,
z .
VZ
1/2"MIN. I-"WaY o
2 GLASS STACK o Z z w
.250'
,330• NNEALED OR 3/16' AIRSPACE
TEMP
—►{ �+— EMP
TERED GLASS 1/8'ANNEALED OR
O O .415 TEMPERED GLASS
1.200" � � 1.200'
WEEPHOLES .382"MIN.
GLASS BITE
1.600" 81 _ ..
WEEPHOLE DETAILS 6063
OSILL �f:•.:d .:.=
SHOWNWITHOUTOR W QUANTITY
NDSPACI 1/2" I.G. GLAZING DETAIL
SEE SHEET 1 FOR QUANTITY AND SPACING
' 3l16'AIRSPACE
A: LYNNIv11CLER: P.E
P.EA 58705
TAI RI F 7-
Item
Dwg#
Part#
Description
Material
1
215B
6215W
Frame Head
6663-TG
2
264
0204W
Frame Sill
6063-75
3
265
6265BW
Sill Adapter
6063-T6
4
218A
6218W
Frame Jamb (Fixed)
6063-76
5
219
61088W
Frame Jamb (Operable)
6063-75
6
220B
6220W
Fixed Meeting Rail
6063-T6
7
287
6287W
Healy Duty Fixed Meeting Rail
6063-T8
8
223A
6223W
Sash Top & Bottom Rail
6083-TB
9
223A
6223W
ISash Bottom Rail
6063-T8
10
221B
6221BW
Sash Side Rail
6063-TB
11
222
6222W
Sash Meeting Rail
6063-T6
12
270
6270W
Dogbone Reinforcement
6063-T6
13
2785
62785W
Sash Stop
6063-15
20
40BO
74080BK
Meeting Rail Sweep latch Plug
Rigid PVC
21
242
42105W
Sash Top Guide (Anti -rack)
Rigid PVC
22
227
42114W
End Cap
Rigid PVC
23
1213
6Q200K
.190" X.200' Q-Ion Wslp. (Frame)
Flex PVC 70
24
4066
64066G
.187" X.230" Fin Waip.
25
1003C
66601K
Bulb Vinyl Wstp. (Sash)
Flex PVC 70
26
275C
70275CK
Frame Sill Gasket
Polyethylene
27
273A
70273AK
Frame Head Gasket
Polyethylene
28
280
70280BK
Sash Gaskets
Polyethylene
29
7HRKITW
Weephole Cover
Plastic
30
1096
71096W
Sweep Latch
Cast Zinc
31
225
42112N
Roller Housing & Guide
Vinyl
32
226
7BRV,/HL2
Roller
Brass
40
1155
7B1POA
#8X 1" QUAD Pn SMS
Steel
41
1155-1
7B1PQX
#8X1" Sq. Pn. SMS
41O SS
42
781PSTX
48 X 1" Sq. Pn. 7Wn Fast SMS
410 SS
43
78X38PSA
48 X.375" Sq. Pn. SMS
Steel
44
1016
7B58W W
08 X.625" Ph. FI. SMS
Steel
50
1265-3
712653K
Setting Block 3132' X1/4' X 1"
EPDM
51
1267
71267N
Setting Block 1/8" X1/2" X 1°
EPDM
54
1625
61625W
1/8" Bead
Aluminum
55
2719
65016W
3/16" Bead
Aluminum
56
1263
1 65133W
114" Bead
Aluminum
57
1253
6VT'48W
I.G. Bead
Rigid PVC
70
1014
61014FW
Screen Frame
Aluminum
71
1631
47041W
Screen Comer Key No Ring
Vinyl
72
1630
47042W
Screen Comer Key with Ring
Vinyl
73
320
7320SPNG
Screen Spring
Spring Steel
74
1624
61524K
Screen Spline - .135" Dia. Foam
Rubber
75
1635
61635K
Screen Spline - .135" Dia. Hard
Rubber
78
Screen Cloth
Fiberglass
80
134
66615W
Add -on Flange (Optional)
6083-76
81
Dow Coming 899 Silicone Glazing Sealant or Equiv.
90
1/8" Annealed or Tempered Glass
91
3/16" Amealed or Tempered Glass
92
1/4" Annealed or Tempered Glass
93
1
11/8% 114' Air- 1/8" An. orTem . I.G.
94
1
1 1/8"- 3116' Air - 3116" An. or Temp. I.G.
Part
Description
Material
60
Kommeding 4SG TPS Spacer System
61
Quanex Super Spacer nXT Wth Hot Melt Butyl
See lids
Sheet for
62
Quanex Duressal Spacer
Materials
63
Cardnal M- Edge Spacer
I tttrtrtCNUM I1=0I Mr UMI J:'.— , oo aoa ru
4
STRUCTURAL 1/4' NOM. L� I "6q2—
EXT. �75• I tsar ---
POLYISOBUMEN I _ �.00°'
WITH DESICCANT
THESICCGLA KODISPACE I 2824' Der4SG TPS I .DSD• Al2 Z42W 2t24•
INT.GLASS -
.0
ALUMINUM Ot FRAME HEAD O2 FRAME SILL OSILL ADAPTER O4 FRAME JAMB(FIXEM _
REINFORCEMENT 6063•Te ALUMINUM 6063-T5 ALUMINUM 8063-T6ALUh0NUM 063-TBALUMNUM
5"6" NOM. t.wr t662' �- - / �•
Burn a
DESICCANT
EXT. GLASS AM fit DURASEAL@
.Irez• .OSD• V
062• .928'
SPA ER 2.209• � ,.�. 17
2m6• T
013' 1
LA
INT. GLASS��u�}� 7D70 t.asz•
n62 J�--J� 1
HOT -MELT BUM O FRAME JANa (OPERABLE) O FIXED MEETING RAIL O7 HD FIXED MEETING RAIL 0O SASH TOP & BOTTOM RAIL
STRUCTURAL 6063-T5ALUMINM
SILICONE 6063-TS ALUMINUM 6063•78 ALUMINUM 606}T6 ALUMIWM
FOAM 3/16° NOM.
WITH r— 1.815'
t 749•
DESICCANT fT
SUPER I 093• 062'
ExT. GLASS 62 SPA CER@ NXTT'" ,.I)05- ''„5•
t,um
Dfiz
y1
INT. GLASS 11062
10SASHBIDERAIL 083-TOALUNNUM " 6063-T6 ALUMINUMH MEE-nNG L RCEMENF
6063-TG ALUMINUM
POLYI90- DESICCANT FILL AREA
BUMENEE 5116" NOM. EAL T t.ter -
ROLL -FORMED SILICONE SEAL .TJ.040'1'1 1 050
,
STAINLESS STEEL XL EDGETM 050'r
T
E)tT. GLASS 83 SPACER t3 SASH STOP OADDON FLANGE PRODUCT �i�
063-T5 ALUMINUM 60631T6ALUMJNUM a0 complying
Rocida
Buiidice Code
Acceptance ND I6-06 ID2
F 'aaDare I
�\ N N �i Revised By: Dote: Revidom
\ �.. N'�i JR 05/05/16 B)ADDED SPACERS By
INT. GLASS PCB: '• \-(CENSF •.• ((�Miami
•, Revised W. Dote: Revision:
�• ;' No. 58705
0 Description: wee
S D r6:: ��; BOM 8, PART DETAILS J ROSOWSKI
%�� .-'•�tOR10p •,•' C1070 TECHNOLOGY DRIVE Tide: Data:
� NAL 1. GG �' N. POI E Fl. 34275 HORIZONTAL ROLLER WINDOW DETAILS 12/01/11
o N.
// 1 I, I 1 i I I \ \ \ \ NOKOMIS, FL 34274 Sedeo/Nodel: S-le.. I sheet: Drawing No. Rev,
A. LYNN MILLER, PJ3 CI]TT. OF AUTH. #29296 HR-210 NTS 8 OF 8 MD-HR210-01 B
PER 68705