HomeMy WebLinkAboutNotice of AcceptanceM IAM I•DADE 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.miamidnde.aov/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 (AIU).
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 "93R-210" Aluminum Horizontal Rolling Window - N.I.
APPROVAL DOCUMENT: Drawing No. MD-ER210-01 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_ 16-06291'02
MiAMhDADE COUNTY Expiration Date: April 05, 2022
Approval Date: August 04, 2016
Page 1
I •
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-5111
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.
anue] P ez, P.E.
Product Contro E amiuer
NOA No.-0629.02
Expiration Date: April 05, 2022
Approval Date: August 04, 2016
E-1
pppppp' -0 0
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-2010 and FBC-511 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. 11-1201.04)
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 08/131/15 and
expiring on 04/05/17.
�ianucl _Pere,, °.F,. •
Product Control El xanes
KOA Ida. 16-0629:0"z`
Expiratiop D?fte: April .05, 202,
Apprd✓ai I3A&.v Augus 0 t, 2(66
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, INCLUDING THE
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-DADE COUNTY APPROVED MASONRY ANCHORS. 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 DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X
ARE 1-112"THICK OR GREATER. 1X AND 2X 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 SEALING/FLASHING 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 114'
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
PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300.
B) POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,
STRUCTURAL TEST PRESSURE. FRAME ANALYSIS AND GLASS PER
ASTM E1300.
A
63"
HEIGHT
fit"
BUCK
HEIGHT
119" BUCK WIDTH
B SHEETS
586
--- --
56-7/B"
58-118"
i
SASH
FIXED
VISIBLE
VISIBLE
LIGHT
LIGHT
i
26-9116'
56-3116" FIXED
SASH
VISIBLE LIGHT
VISIBLE
LIGHT
ISHEETS
5&6
ALWAYS SEE NOTE A, SEE NOTES B 8 C, B " ice— 3-3/16"
REQUIRED THIS SHEET THIS SHEET 3'
@ CORNERS
TYP. XOX (1/4-1/2-1/4) ELEVATION
— 74" WIDTH
- 73" BUCK WIDTH
SHEETS TABLE 1:
I B SRe
� I -
C / i / SHEETS C
586
72"
HEIGHT
71" SASH I 67.1l8"
BUCK SASH FIXED
8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO HEIGHT VISIBLE i VISIBLE
RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN LIGHT LIGHT
33 9/1633-9116"
PRESSURE. THE 33 1l3 % STRESS INCREASE HAS NOT BEEN USED IN
THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS ___ _ SASH _LrI FIXED
USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT VISIBLE ISIBLE .
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET LIGHT IGHT
THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION
RESISTANCE.
9) REFERENCES: TEST REPORTS FTL-6657 & 6658; ELCO ULTRACON
NOA; ELCO CRETEFLEX NOA; ANSI/AF&PA NOS 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 E1300-04
•ANSI/AFBPA NDS-2012 FOR WOOD CONSTRUCTION
-ALUMINUM DESIGN MANUAL, AOM-2010
• AISI-S 160-07/S2.2010
-- 90"WIDTH
BU
89' BUCK WIDTH
_B SHEETS
586
=
26-3/8'
A
/
FIXED i
ISIBLE
LIGHT j
!
53'
IGHT
62'
56-718'
SASH
�VISIBLE
LIGHT
l
FIXED
VISIBLE
LIGHT
/I
I j
��
BUCK
/
HEIGHT
26-7/16"
SASH
VISIBLE
LIGHT
ALWAYS SEE NOTE A, B
\ —� I
REQUIRED THIS SHEET
3"
@ CORNERS SEE NOTES
B & C, THIS SHEET
TYP. XOX (1/3-1/3-1/3) ELEVATION
Anchor
Group
Anchor
Substrate
Min. Edge
Distance
Mtn.
Embedment
A
1Ult Steel
Ullracon
Hollow Block, (ASTM C90)
2.1/2"
1-114"
B
012 Steel
SMS (G5) or
#12 410 SS
SMS
P.T. Southern Pine (SG = .55)
9/16"
1-318"
A36 Steel, .125" min
3/8"
Min. of 3 threads
beyond metal
substrate
A653 Stud, Gr. 33, 0.0346" min. (20 Ga)
3/8"
Aluminum, 6063-T5, .125" min.
3/8"
C
114" Steel
Ultraccn
Concrete (min. 2.9 ksi)
1"
1-3/8"
Grouted -filled Block, (ASTM C90)
2-1/2"
1-3/4"
1/4" 410 SS
CreleFlex
Concrete (min. 3.4 ksi)
1"
Hollow Block, (ASTM C90)
ALWAYS 3' Is —� ��— 3-3/16"
REQUIRED SEE NOTE D. THIS SHEET
@ CORNERS
TYP. XO ELEVATION (OX SIM.) ,,1111II II, ,
.n Y L)' ,
ELEVATIONS .................................... 1
ANCHOR SPECIFICATIONS............ 1
ANCHOR SPACING/QUANTITIES... 2
DESIGN PRESSURES, XO/OX........ 3
DESIGN PRESSURES, XOX............ 4
INSTALLATION, STD MR ................. 5
INSTALLATION, HO MR ................... 6
GLAZING DETAILS .......................... 7
CORNER ASSEMBLY ...................... 7
EXTRUSION PROFILES .................. 8
PARTS LIST ..................................... 8
* No, 58705 '� 1
6 /
;pOA\ S TDI
/'/!r;ONAL ISV \"
A. LYNN MILLER, P.E.
P.E.# 58705
ISHEETS
5&6
�— 3-3116'
WEEPHOLE NOTES. (SEE WEEPHOLE DETAILS SHEET 7 OF el:
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 89".
D. REQUIRED IF WINDOW WIDTH IS OVER 45".
PRODUCTRF,VISED
n. cmnpllting with d-a Fl ida
Huilding Cods lG-0629.�0A
NIKttI DatC 1"j `2
_,I
Revised By.Dote;
Revision:
JR
05/05/16
B) ADDED SPACERS TO
By _
SHEET 8.
MLunl ndc Pr« :tCmmd
Revised By:
Date:
Revision:
O
DescnOtion:
Drown By:
GENERAL NOTES & ELEVATION
J ROSOWSKI
1070 TECHNOLOGY DRIVE
Tithe:
Dotn:
N. , FL
HORIZONTAL ROLLER WINDOW DETAILS
P.O. BOX 1529
P.O. B29
12/01/11
NOKOMIS, FL 34274
Series/Modal: scofe:
Sheet:
Drvwing No.
Rev:
CERT. OF AU7H. #29296
HR-210
NTS
1 OF 8
MD-HR210-01
B
•
1 ANCHOR ON
1 ANCHOR AT EACH SIDE OF
CORNER THE MEETING
RAIL
MIN.3
ANCHORS IN
JAMB FOR
WINDOWS UP
TO 44". MIN. 4
ANCHORS IN
JAMB FOR
WINDOWS
OVER 44"
1 ANCHOR AT
CORNER
6" MAX.
SEE TABLE 2,
1 ANCHOR ON THIS SHEET, FOR 1 ANCHOR ON
EACH SIDE OF ANCHOR EACH SIDE OF
1 ANCHOR AT THE MEETING QUANTITIES THE MEETING
CORNER ,,,,,
MIN. 3
ANCHORS IN
JAMB FOR
17" MAX. O.C. FOR
WINDOWS UP
WINDOWS UP TO 63'
TO 44"• MIN. 4
TALL, 20" MAX. O.C.
ANCHORS IN
FOR WINDOWS OVER 63"
JAMB FOR
WINDOWS
OVER 44'
w �
6" MAX.
6' MAX. --�•-� t~ 6" MAX, FROM
�►— CENTER OF
MEETING RAIL (X2)
ANCHORAGE FOR ALL XO/OX CONFIGURATIONS
1
1ANCHORON ANCHOR IANCHORON
1 ANCHOR AT EACH SIDE OF AT, EACH SIDE OF
THE MEETING FIXED THE MEETING 1 ANCHOR AT
CORNER RAIL LITE RAIL CORNER
I
MIN. 3
ANCHORS IN
JAMB FOR
WINDOWS UP
TO 44", M!N. 4
ANCHORSIN
JAMB FOR .
WINDOWS
OVER 14'
1 ANCHOR AT
CORNER
6' MAX.
17O
I
---
6.
6"MAX. —�-{ �- `---- 22----
6" MAX. FROM I I
MEETING RAIL (X2) Imo— MAX. O.CJ'�'
ANCHORAGE FOR ALL XOX (1/4-1/2-1/4) CONFIGURATIONS
TABLE 2:
6" MAX.
17' MAX.
O.C.
II
6" MAX.I�--
6" MAX. FROM
MEETING RAIL (X2)
ANCHORAGE FOR ALL XOX (1/3-1/3-1/3) CONFIGURATIONS
a
a
�
FRAME
TYPE
FRAME
WIDTH
FRAME HEIGHT
3831B"
44"
505/8"
63"
ANCHOR GROUP
ANCHOR GROUP
ANCHOR GROUP
ANCHOR GROUP
A
B
C
A
B
C
A
B
C
A
B
C
53-1/8"
1
1
1
1
1
1
1
1
1
1
1
1
STANDARD
74"
2
2
1
1
2
1
1
1
1
1
1
1
MEETING
95'
2
2
2'
2
2
1
1
2
1
1
1
1
RAIL
9T'
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
120"
3
3
3
3
3
2
2
2
2
2
2-
- 1
531/8"
1
1
1
1
1
1
1
1
i
1
1
1
HEAVY
74"
2
2
1
2t
1
2
2
1
1
1
1
DUTY
85"
2
2
2
2
2
2
2
2
2
2
1
MEETING
9T'
2
3
2
2
2
2
2
2
2
2
2RAIL
1D9"
3
3
2
3
3
3
3
2
2
2
2120"
3
4
3
3
3
3
3
3
2
2
2
IAX.
xo, ox a xxox:
EGRESS HEIGHT: (WH-4-5/8
XO 8 OX:
EGRESS WIDTH: (WW/2-3-1/2)
XOX(1/4-1/2-1/4):
EGRESS WIDTH: (WW/4-2-5/16)
XOX (113-1/3.1/3):
EGRESS WIDTH: (WW/3-6)
XO, OX 8 XOX:
SASH VISIBLE LIGHT HEIGHT: (WH - 6-1/8)
FIXED VISIBLE LIGHT HEIGHT: WH -4-7/8
x0 a OX:
SASH 8 FIXED VISIBLE LIGHT WIDTH: (WW/2 - 3-7116
XOX (1/4-1/2.1/4):
SASH VISIBLE LI GHT WI DTH: (WW/4-3-7116)
FIXED VISIBLE LIGHT WIDTH: (WW/2 - 3-13/16)
XOX (1/3-1/3-1/3):
SASH & FIXED VISIBLE LIGHT WIDTH: (WW/3. 3.9116)
PRODUCTREVISED
SEE TABLE 1, SHEET 1 FOR ANCHOR GROUP DESCRIPTIONS, as complying.vith Ote Florida
Duildotg Code
Acceptance No IG-0629.
E>f'Dale 2
Revised By. Dote: Revision:
IT
Mo Pmdutt
Revised By: Dote: Revislon:
I' ✓ `" - - m Description: Omen By:
ANCHOR SPACING & QUANTITIES J ROSOWSKI
1070 TECHNOLOGY DRME Title: Dote:
N. VENICE, FL 34275 HORIZONTAL ROLLER WINDOW DETAILS 12/01/11
P.O. BOX 1529
•' • • '� NOKOMIS: FL 34274 Series/Model.: Seele: Sheet: Dme/ng No, Rev:
A L NN MILLER,
P.E.p 58705 FE - CERT. OF AM. #29296 HR-210 NTS 2 OF 8 MD-HR210-01 B
10
lie
TARI P 1-
..
r OR TI
CONFIFI GURATIONS(Ps
MAXIMUM DESIGN PRESSURE RATING f)
FRAME,
GLASS
STANDARD MEETING RAIL
HEAVY DUTY MEE7ING RAIL
WIDTH
TYPE
FRAME HEIGHT
FRAME HEIGHT
38318"
44"
50-518"
63"
38.3/8"
44"
50518"
63"
72"
Glass"I
+55.01-90.0
+55.01-90.0
+55.01-86.9
+55.0/-67.9
+55.0/-90.0
+55.0/-90.0
+55.0/-86.9
+55.01.67.9
NIA
26-1/2"
Glass 2 & 3
+55.01-90.0
+55.0/-90.0
+55.0/-190.0
+55.0/-90.0
+55.01-90.0
+55.0/-90.0
+55.0/-90.0
+55.01-90.0
+55.0/-90.0
Glass 4 & 5
+55.01-90.0
+55.01-90.0
+55.0IJ0.0
+55.0/-90.0
+55.0/-90.0
+55.01-90.0
+55.0/-90.0
+55.0/30.0
+55.01-90.0
Glass 1
+55.0/-73.5
+55.0/-61.2
+55.0/56.0
+49.71.49.7
+55.01-73.5
+55.01.61.2
+55.0/-56.0
+49.71-49.7
N/A
37"
Glass 2 & 3
+55.0/-90.0
+55.0/-90.0
+55.0/37.2
+55.01-67.2
+55.01-90.0
+55.01-90.0
+55.0/-90.0
+55.0/-90.0
+55.0/-77.9
Glass 4 & 5
+55.01-90.0
+55.0130.0
+55.0/-90.0
+55.01-84.0
+55.0/-90.0
+55.0/-90.0
+55.0/-90.0
+55.01-90.0
+55.0/-78.1
Glass 1
+55.0/-67.5
+53.7/53.7
+44.0/44.6
+35.51-35.5
+55.0/-67.5
+53.7153.7
+44.61-44.6
+35.51.35.5
NIA
45"
Glass 2
+55.01-90.0
.+55.0I50,0
+55.01-75.0
+55.0/-57.1
+55.0/-90.0
+55.01-90.0
+55.0/-89.2
+55.01-77.2
+55.0/-65.8
Glass 3
+55.0/-90.0
+55.0/-90.0
+55.0/-75.0
+55.0/-57.1
+55.0/-90.0
+55.0/-90.0
+55.0/-80.3
+55.01.63.9
+55.0/-57.1
Glass 4 & 5
+55.0/-90.0
+55.0/-90.0
+55.01-90.0
+55.01-71.4
+55.01-90.0
+55.0/-90.0
+55.01-90.0
+55.01-77.4
+55.0/-66.0
Glass 1
+55.01-66.0
+53.1/53.1
+43.6/.43.6
+32.3/-32.3
+55.01-66.0
+53.1153.1
+43.6/-43.6
+32.3132.3
WA
49"
Glass 2
+55.0/-90.0
+55.0/-85.1
+55.01-70.5
+53.41-53.4
+55.0/-90.0
+55.0/58.9
+55.0/-79.9
+55.0/-68.0
+55.0/-61.3
Glass 3
+55.0l-90.0
+55.01-85.1
+55.0/-70.5
+53.4/-53.4
+55.01-90.0
+55.01-90.0
+55.0/-78.5
+55.0158.1
+50.6/-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
+55.01-90.0
+55.0/-90.0
+55.0/-72.3
+55.0/-61.5
Glass 1
+55.0/-63.7
+52.4/52.4
+43.51-43.5
+31.21-31.2
+55.0/-63.7
+52.4152.4
+43.51.43,5
+31.2/31.2
NIA
53-1/6„
Glass 2
+55.01-90.0
+55.01-81.0
+55.0/56.7
+50.21-50.2
+55.01-90.0
+55.0/-85.0
+55.01-73.8
+55.0159.4
+54.0/-54.0
Glass 3
+55.0/-90.0
+55.01.81.0
+55.0/-66.7
+50.21-50.2
+55.01-90.0
+55.01-90.0
+55.0/-78.3
+55.0156.2
+46.8/-46.8
Glass 4 & 5
+55.0/-90.0
+55.0/-90.0
+55.0/53.4
+55.01-62.7
+55.0/-90.0
+55.0/-90.0
+55.0/-90.0
+55.0l-68.0
+55.01-57.4
Glass 1
+55.0/-59.2
+50.4/50.4
+42.8/-42.8
+31.8131.8
+55.0/-59.2
+50.4150.4
+42.8/-42.8
+31.8/31.8
NIA
61„
Glass 2
+55.0/-89.2
+55.0/-75.1
+55.0/-61.1
+45.4/-45.4
+55.0/-89.2
+55.01-79.3
+55.01-67.2
+51.0/51.0
+44.0/-44.0
Glass 3
+55.0/-90.0
+55.0/-75.1
+55.01-61.1
+45.41.45.4
+55.0/-90.0
+55.01-90.0
+55.0/-77.0
+55.0/57.2
+46.4/-46.4
Glass 4 & 5
+55.0/-90.0
+55.01-90,0
+55.01-76.4
+55.01-56.7
+55.01-90.0
+55.0/-90.0
+55.01-82.9
+55.0/51.5
+51.8/-51.8
Glass 1
+55.0/-56.3
+48.5/-48.5
+41.61-41.6
+32.0/32.0
+55.0/-56.3
+48.5148.5
+41.6/-41.6
+32.0132.0
N/A
66"
Glass 2
+55.0/-79.7
+55.0/-72.5
+55.01-58.5
+43.0/-43.0
+55.0/-79.7
+55.0/-77.1
+55.0/-65.2
+49.3/-49.3
+41.2141.2
Glass 3
+55.0/-79.7
+55.01-72.5
+55.0158.5
+43.01-43.0
+55.0/-79.7
+55.0/-79.7
+55.0/-74.9
+55.0157.6
+47.0/47.0
Glass 4 & 5
+55.0/-79.7
+55.01-79.7
+55.0/-73.1
+53.8153.8
+55.0/-79.7
+55.01-79.7
+55.01-79.3
+55.0/-58.3
+48.9148.9
Glass 1
+51.1/-51.1
+44.21-44.2
+38.91-38.9
+30.01-30.0
+51.1/-51.1
+44.2/44.2
+38.9/-38.9
+30.0/30.0
N/A
74"
Glass 2
+55.0/-63.5
+55.0/-63.5
+55.0/55.3
+40.0/40.0
+55.0/53.5
+55.0153.5
+55.0/-62.0
+47.9/47.9
+39.8139.8
Glass 3
+55.01-63.5
+55.01.63.5
+55.0155.3
+40.0140.0
+55.0/-63.5
+55.0/53.5
+55.0/-63.5
+54.1/54.1
+45.01-45.0
Glass 4 & 5
+55.01-63.5
+55.0/-63.5
+55.0/-63.5
+50.01-50.0
+55.0/-63.5
+55.0/53.5
+55.0/-63.5
+54,21-54.2
+45,1/-45.1
TARI R A.
Glass Types
1
1/B" Annealed
118" Tempered
2
3116" Annealed
114" Annealed
3
1/8" Annealed-114" Airs pace-1 18" Annealed
3/16" Annealed-3116" Airspace-1/8" Annealed
4
3116" Tempered
114" Tempered
5
118" Tempered-1/4" Airspace-1/8" Tempered
3/16" Tempered)/16" Airspace-1/8" Tempered
NOTES:
1) USE THIS 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 HEIGHT DIMENSION
SHOWN ON THE TABLE.
3) DESIGN PRESSURES MAY BE INTERPOLATED
BETWEEN SIZES.
CONFIGURATIONS APPLICABLE TO THIS SHEET:
XO
I
OX
PRODUCTREVISED
o5 —plpng with Lha F11Fidn
Building Curie
AR;ptan¢ T7o IG. 29.02
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By
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TAR[ P F-
XOXCONFIGURAT10N
MAXIMUM DESIGN PRESSURE RATING (psf
FRAME
WIDTH
GLASS
TYPE
___ STANDARD MEETING RAIL
HEAVY DUTY MEETING RAIL.
FRAME HEIGHT
FRAME HEIGHT
38 3/8"
44"
50-5/8"
63"
38-3/8"
44"
50-5/8"
63"
Z
49"
Glass 2 & 3
+55.01-90.0
+55.0/-90.0
+55.0/-76.3
+55.0/-59.2
+55.0/-90.0
+55.0/-90.0
+55.0/-90.0
+55.0/-78.9
O
Glass 4 & 5
+55.0/-90.0
+55.0/-90.0
+55.0/-89.1
+55.0/-69.1
+55.01-90.0
+55.01-90.0
+55.0/-90.0
+55.0/-90.0
53-1/8"
Glass 2 & 3
+55.01-90.0
+55.0/-84.7
+55.01-71.4
+55.0/-55.1
+55.0/-90.0
+55.01-90.0
+55.0/-90.0
+55.0/-73.5
Glass 4 & 5
+55.0/-90.0
+55.0/-90.0
+55.0/-83.2
+55.0/-64.3
+55.0/-90.0
+55.01-90.0
+55.0/-90.0
+55.0/-90.0
0
Z
61"
Glass 2 & 3
+55.01-90.0
+55.01-76.3
+55.0/-63.9
+49.0/-09.0
+55.0/-90.0
+55.0/-90.0
+55.0/-85.1
+55.0/-65.3
O
Glass 4 & 5
+55.01-90.0
+55.0/-89.0
+55.0/-74.5
+55.0/-57.1
+55.0/-90.0
+55.0/-90.0
+55.01-90.0
+55.0/-84.5
L)
74"
Glass 2 & 3
+55.01-81.0
+55.01-66.8
+55.0/-55.3
+41.9/-41.9
+55.0/-90.0
+55.01-88.9
+55.0/-73.7
+55.01-55.8
Glass 4 & 5
+55.0/-90.0
+55.0/-77.9
+55.0/-64.5
+48.8/-48.8
+55.0/-90.0
+55.01-90.0
+55.0/-90.0.
+55.0/-72.2
r
85"
Glass 2 & 3
+55.0/-75.6
+55.01.61.5
+50.41-50.4
+37.7/-37.7
+55.0/-90.0
+55.01-81.I
5.0/-67.2
+50.3/-50.3
Glass 4 & 5
+55.01-88.2
+55.0/-71.7
+55.01-58.8
+44.0/-44.0
+55.0/-90.0
+55.0/-65.0
90"Glass
Glass 2 & 3
+55.0/-73.8
+55.0/-59.6
+48.6/-48.6
+36.21-36.2
+550/-90.0
J52.0/-90.05.0/-86.9
5.0/-64.8
+48.2/A8.2
4 & 5+55.01-86.1
+55.0/-69.6
+55.0/-56.7
+42.21-42.2
+55.0/90.0
5.0/-83.9
+55.01-62.4
Glass 2
+55.01-90.0
+55.0/-79.5
+55.0/-66.4
+50.81-50.8
+55.0/-90.0
+55.0/-85.0
+55.0/-73.8
+55.0/-59.4
53-1/8"
Class 3
+55.01-90.0
+55.0/-79.5
+55.0/-66.4
+50.8/-50.8
+55.0/-90.0
+55.0/-90.0
+55.01-78.3
+55.0/-56.2
Glass 4 & 5
+55.0/-90.0
+55.0/-90.0
+55.0/-77.5
+55.0/-59.2
+55.01-90.0
+55.0/-90.0
+55.0/-90.0
+55.01-87.5
Glass 2
+55.01-80.4
+55.01.64.9
+52.9/-52.9
+39.31-39.3
+55.01-83.1
+55.0/-72.8
+55.0/-62.0
+47.9/-47.9
z
O
74"
Glass 3
+55.0/-80.4
1 +55.0/-64.9
+52.91-52.9
+39.31-39.3
+55.0/-90.0
+55.01-79.6
+55.01-70.0
+52.51-52.5
Glass 4 & 5
+55.01-90.0
+55.0/-75.8
+55.0/-61.8
+45.91-45.9
+55.0/-90.0
+55.01-90.0
+55.01-90.0
+55.01-67.8
Glass 2
+55,01-74.7
+55.0/-61.2
+49.11-49.1
+35.8/-35.8
+55.01-74.7
+55.0/-67.2
+55.0/-58.9
+46.8146.8
IL
85"
Glass 3
1
+55.01-77.2
+55.0/-61.2
+49.1/-49.1
+35.81-35.8
+55.0/-81.9
+55.0/-71.1
+55.01-62.8
+47.8/-47.8
Z
O
Glass 4 & 5
+55.01-90.0
+55.0/-71.4
+55.0/-57.3
+41.8/-41.8
+55.0/-90.0
+55.0/-90.0
+55.0/-84,6
+55.0/-61.8
Glass 2
+55.0/-65.3
+55.0/-58.8
+46.3/-46.3
+33.1/-33.1
+55.0/-65.3
+55.01-60.0
+53.7/-53.7
+43.9/-43.9
97"
Glass 3
+55.0/-72.5
+55.0/-58.8
+46.3/-46.3
+33.11-33.1
+55.01-72.5
+55.01-63.7
+54.7/-54.7
+44.2/-44.2
Glass 4 & 5
+55.0/-87.0
+55.01.68.6
+54.1/-54.1
+38.71-38.7
+55.0/-90.0
+55.0/-90.0
+55.01-79.9
+55.0/-57.1
Glass 2
+55.01-56.7
+53.4/-53.4
+44.7/-44.7
+31.21-31.2
+55.0/-56.7
+53.4753.4
+48.4148.4
+40.51-40.5
109"
Glass 3
+55.0/-64.8 1
+55.0/-55.8
+44.7/-44.7
+31.2/-31.2
+55.0/-64.8
+55.01-55.8
+48.21-48.2
+39.6/-39.6
Class 4 & 5
+52.2/-52.2
+36.4/-36.4
+55.01-90.0
+55.0/-90.0
+55.0/-77.1
+53.81-53.8
Glass 2
=1-14.70/-66.5
9/47.9
+43.61-43.6
+30.0/-30.0
+49.7/ 49.7
+47.9/-479
+44.3/-44.3
+37.5/-37.5
120"
Glass 3
1/-51.1
+43.6/-43.6
+30.0/300
+550/-576
+511/-511
+44,1/A4.1
+35.8/-35.8
Glass 4 & 5
0/-65.0+55.01-90.0
+55.0/-75.2
+51.7/-51.7
TABLE 6:
Glass Types
z
3116" Annealed
1/4" Annealed
3
1/8" Annealed-114" Airspace-1/8" Annealed
3116" Annealed-3/16" Airspace-1/8" Annealed
4
3/16" Tempered
1/4" Tempered
5
1/8" Tempered-lbV Airspace-1I8" Tempered
3116" Tempered-3/16" Airspace-118" 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 (113-113-1/3)
------- XOX (114-1/2.1/4)
PRODUCT RL• V ISED
as cumplKing with the Flmda
Rnilding code
A—ptnnce too O,�F1
1.
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P.E.N 58705
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" INSTALLATION OPTION 1 cONCRETOMU
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1XWOOD
INSTALLATION ANCHORS INTO 2X WOOD.. REQUIREMENT
�
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TYP. ANCHOR TYPE,
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i
OPTIONAL
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_ EDGE
—� DISTANCE
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SEE NOTE 2,
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DISTANCE PER"`^^^^/`^^^'
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.�
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I
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TABLE 1, SHEET 1.
25
2
���iii
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LIGHT�-
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it
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OPTION 3
LIGHT
HEIGHT
II
II
II
II
II
II
ANCHORS DIRECTLY
INTO MASONRY,
TIP -TO -TIP WIDTH
INSTALLATION ANCHORS
I
I
I
SASH
HORIZONTAL SECTION A -A
THROUGH 1X BUCKSTRIP
INTO MASONRY.
TP
HEIGHT T
I
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II
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VISIBLE
LIGHT
—�I
114° MAX. SHIM
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HEIGHT it II II X SELF -DRILLING 1p X 11 2X WOOD EMBEDMENT AND EDGE
I 1 \ DISTANCE PER SUBSTRATE,
II �I SMS (GS), SEE TABLE
I ISEE TABLE 1, SHEET 1.
li li II - 1, SHEET I, ------ ----__ .. �, t
-
� _
24 II �I i� DADEAPPROVED ==_—__'--____
_J
it II IZQ
I 32 J
MULLION, I 0
I 31 STEEL FRAMINGING OR STEEL
EL I SASH VISIBLE
STUD. SEE SUBSTRATE
SRATE
I I PROPERTIES, TABLE 1,
I I 4° CUT LENGTH SHEET 1.
Q EACH �
3 MEETING RAIL EXTERIOR 25 FIXED VISIBLE
12 INSTALLATION any \� STANDARD(��.�/ � LIGHT WIDTH � INSTALLATION
TYP. ANCHOR TYPE, OPTION 4 MEETING RAIL ��/
EMBEDMENT AND EDGE INSTALLATION OPTION 'I
2 DISTANCE PER BUCK WIDTH INSTALLATION
SUBSTRATE, SEE ANCHORS TIP -TO -TIP WIDTH-
ANCHORB INTO 2X
29 TABLE 1, SHEET 1. DIRECTLY INTO WOOD.
METAL. HORIZONTAL SECTION C-C
BUCKSTRIP, NOTES:
NRODUCT REVISED
SEE NOTE 2, 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 1 OF SHEET 1. FOLLOW EMBEDMENT AND EDGE i complying with the F:a:ida
-\ �[ THIS SHEET. DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. DuildingCodc
\ L 114"MAXSHIM Acs 91—No:�'0� . �Z
2) ALL WOOD BUCKS LESS THAN 1-1@" F.r tintinn DJe 2D �.%
THICK ARE TO BE CONSIDERED IX Revised B),. Dale: Revision: '
• INSTALLATIONS. 1X WOOD BUCKS ARE BY
1X WOOD _ ° CONCRETE PER OPTIONAL. UNIT MAY BE INSTALLED Im.v1liui -Nz i'faduct Conlml
BUCK • • ANCHOR DIRECTLY TO SUBSTRATE. WOOD BUCKS Revised By: Dale: Revlslon: 1
EXTERIOR ` REQUIREMENT DEPICTED AS 2X ARE 1-112" THICK OR VVV
GREATER. I AND 2X BUCKS (WHEN
• • ° • ' USED) SHALL BE DESIGNED TO PROPERLY Q ® Deseriplton: Dnann By:
INSTALLATION TRANSFER LOADS TO THE STRUCTURE. 6 V f I.� INSTALLATION DETAILS, STD MR J ROSOWSKI
OPTIONS WOOD BUCK DESIGN AND INSTALLATION
VERTICAL SECTION B-B INSTALLATION ANCHORS IS THE RESPONSIBILITY OF THE 1070 TECHNOLOGY DRIVE Ttle: Dale:
THROUGH IX BUCKSTRIP ENGINEER OR ARCHITECT OF RECORD. ••• N. VENICE, FL 34275 HORIZONTAL ROLLER WINDOW DETAILS 12/01/11
MAXIMUM SHIM THICKNESS TO BE 114'. ' ` P.O. BOX 1529
INTO MASONRY, - , ,' NOKOMIS: FL 34274 Series/Model: Scale: Sheet: Dra-Ing No. Rev:
A. LYPE.t159705 PE CERT. OF AUTH. #29296 HR-210 NTS 5 OF 8 MD-HR210-01 B
0
•
JI
INSTALLATION OPTION 1 CPER ANCHOR
RETEICMU
INSTALLATION ANCHORS INTO 2X WOOD. PER AN
REQUIREMENT
OPTIONAL EDGE EMBEDMENT
@0) ADDON �-2X WOOD DISTANCE
FLANGE Oo V4" MAX
HEAD, �\\ \� EDGE $SHIM
SILL 8 JAMBS
DISTANCE
EMBED-
TYP. ANCHOR
TYPE, EMBEDMENT ,
I !I AND EDGE -
I DISTANCE PEP,
jl II SUBSTRATE, SEE
II I� -- TABLE 1, SHEET 1.
!I II I'
�I �I 21 so
Ij i it INSTALLATION
it i! li OPTION 2
FIXED
INSTALLATION
VISIBLE II 11. II
LIGHT I II III ANCHORS DIRECTLY
HEIGHT 11 j� INTO MASONRY.
TIP -TO -TIP
HEIGHT
BUCK O
HEIGHT
SASH
VISIBLE
LIGHT
HEIGHT
HEAVY DUTY MEETING RAIL(D
11
X / 93 30
'J� I SASH
NIBBLE Ih�
LIGHT
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 1, SHEET 1.
x
1X WOOD
BUCKSTRIP, -
SEE NOTE 2,
THIS SHEET.
X
TT1
OR CMU
PER
ANCHOR
REQUIRE -
EDGE
< - DISTANCE
FIXED 7
74 '
76 _1 VISIBLE \ /
24 — I LIGHT `~`7 CS� EMBED -
WIDTH 1X WOOD__/ MENT
EXTERIOR \ BUCK
HEAVYDUTY HEAVY\.��DUTY INSTALLATION
7 M
MEETING RAIL MEETING RAIL
BUCK WIDTH OPTION 3
TIP -TO -TIP WIDTH INSTALLATION ANCHORS
THROUGH 1 X BUCKSTRIP
HORIZONTAL SECTION A -A INTO MASONRY.
r-- 1/4" MAX. SHIM
II I #12 STEEL
II I x SELF -DRILLING _
II 11 SMS (G5). SEE TABLE \ _-_J
II It 1, SHEET I.
Ij II
j
DADE APPROVED
\\ j� �I 32 MULLION. ALUMINUM, -
STEEL FRAMING OR STEEL
II 31 STUD. SEE SUBSTRATE
II 4' CU7 LENGTH PROPERTIES, TABLE 1, �
- 12 @EACH SHEET 1. •�
MEETING RAIL EXTERIOR
INSTALLATION I
TYP. ANCHOR TYPE, OPTION 4 �7
EMBEDMENT AND EDGE INSTALLATION
DISTANCE PER ANCHORS
&'/TAIS�LE1,
UBSTRATE, SEE DIRECTLY INTO
SHEET 1. MEZAI_1XWOOD NOTES:
1)USE ONLY SUBSTRATE•APPROPRIATE
SEE NOTE 2, ANCHORS LISTED ON TABLE 1 OF SHEET 1,
THIS SHEET- FOLLOW EMBEDMENT AND EDGE DISTANCE
4" MAX SHIM LIMITS. ANY INSTALLATION OPTION SHOWN
MAY BE USED ON ANY SIDE OF THE WINDOW.
•
1X WORD
t 9UCKCONCRETE PcR . , •
I EXTERIOR !.REM
REQU!.REMENT ' d • ! • ". ,'
INSTALLATION
2) ALL WOOD BUCKS, LESS THAN 1-112' THICK
ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X
WOOD BUCKS ARE OPTIONAL. UNIT NAY BE
INSTALLED DIRECTLY TO SUBSTRATE. WOOD
BUCKS DEPICTED AS 2X ARE 1-12" THICK OR
GREATER. 1X AND 2X BUCKS (WHEN USED)
SHALL BE DESIGNED TO PROPERLY TRANSFER
_
1 VERTICAL SECTION B-B
OPTION 3
INSTALLATIONANCHORS
LOADS TO THE STRUCTURE. WOOD BUCK
DESIGN AND INSTALLATION IS THE
i
THROUGH 1X BUCKSTRIP
RESPONSIBILITY OF THE ENGINEER OR
INTO MASONRY-
ARCHITECT OF RECORD. MAXIMUM SHIM
THICKNESS TO BE 114%
.I SASH \
VISIBLE
LIGHT
LIGHT
WIDTH
I SASH VISIBLE �_
LIGHT WIDTH
2X WOOD TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 1, SHEET 1.
25 '� FIXED VISIBLE _
LIGHT WIDTH INSTALLATION
HEAVY DUTY OPTION 1
MEETING RAIL 7 INSTALLATION
ANCHORS INTO 2X
BUCK WIDTH WOOD.
TIP -TO -TIP WIDTH
PRODLI(Jl' RGVIFHD
HORIZONTAL SECTION C-C t4 complying wish dK Flrridn
Bul!ding Crde 2
E pirn' �Oare
1 , Revised By: Dole: Revision:
Hy ,
M)argl a VnwS�tt
' Revfsed By: Dote: Revision: l//
® DescriAUom Drown By:
INSTALLATION DETAILS, HD MR J ROSOWSKI
1070 TECHNOLOGY DRIVE rill e: Dote:
N. VENICE. FL 34275 HORIZONTAL ROLLER WINDOW DETAILS 12/01/11
P.O. BOX 1529
NOKOMIS: FL 34274 Senes/Modeh Stole: Sheet: Drrwlnp No. Rer.
A. LYNN MILLER, P.E. CERT. OF AM. #29296 HR-210 NTS 6 OF 8 MD-HR210-01_
RE.A 58705- -
•
I•
r 330"
_180-
.i_ I i
1.600"
OSILL
A A SASH
CORNERS
ASSEMBLY DETAILS
OSILL ADAPTER
WEEPHOLES
WEEPHOLE DETAILS
SHOWN WITHOUT WEEPHOLE COVERS.
SEE SHEET 1 FOR QUANTITY AND SPACING
I"lim
1/8" ANNEALED OR
TEMPERED GLASS
54 9D
it
.382" MIN. j!
GLASS BITE I�
" 81
1/8" GLAZING DETAIL
/16" ANNEALED OR 114' ANNEALED OR
TEMPERED GLASS TEMPERED GLASS
I I 91III
92,
55 (6
.382" MN.382"MIN.T
GLASS BGLASS 81)
81
3/16" GLAZING DETAIL 1/4" GLAZING DETAIL
112' MIN.
f
GLASS STACK
—�1!4" AIRSPACE
118'ANNEALEDOR
TEMPERED GLASS 118" ANNEALED OR
TEMPERED GLASS
(57 j 93
�— I I
.3B2" MIN. I
GLASS SITE I�
81
fi0-63
1/2" I.G. GLAZING DETAIL
1/4' AIRSPACE
12" MIN.
GLASS STACK
3116" AIRSPACE
3116" ANNEALED OR
TEMPERED GLASS 118" ANNEALED OR
TEMPERED GLASS
57 'III II 94
I
.382" IN.
li li
GLASS BITE II II i-
8`1
60_6�
1/2" I.G. GLAZING DETAIL
3116" AIRSPACE
PRODUCT REVISED
as complying with U. Florid.
Ituildeng Cn�
r"tt�Pmn� No l 9. b/L
Expimtion D"r. 20
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X LYNN MILLER; P.E.
P.E.4 58705
•
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JI
E7:
Item
Dwg#
Part#
Description
Material
1
2150
6215W
Frame Head
6063-T6
2
264
6264W
Frame Sill
6083-TS
3
265
6265BW
Sill Adapter
6063-T6
4
218A
6218W
Frame Jamb (Fixed)
6063-T6
5
219
61088W
Frame Jamb (Operable)
6063-T5
6
220B
6220W
Fixed Meeting Rall
6063-T6
7
267
6267W
Heavy Duty Fixed Meeting Rail
6063-TG
8
223A
6223W
Sash Top & Bottom Rail
6063-T6
-9 -
223A
—6223W
Sash Bottom Rail - -
608E-7B
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
608E-75
20
4080
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
BQ200K
.19W X.200" Q-ton Wstp. (Frame)
Flex PVC 70
24
4066
04066G
.187" X.230" Fin Wstp.
25
1003C
66601K
Bulb Vinyl Wslp. (Sash)
Flex PVC 70
26
275C
70275CK
Frame Sill Gasket
Polyethylene
27
273A
70273AK
Frame Head Gasket
Polyethylene
2B
280
70200BK
Sash Gaskets
Polyethylene
29
7HRKITW
Weephole Cover
Plastic
30
1096
71006W
Sweep Latch
Cast Zinc
31
225
42112N
Roller Housing & Guide
Vinyl
32
226
7BRWHL2
Roller
Brass
40
1155
7B1 PQA
#8 X 1" QUAD Pn SMS
Steel
41
1155-1
781PQX
#8 X 1" Sq. Pn. SMS
41O SS
42
781 PSTX
48 X 1" Sq. Pn. Twin Fast SMS
410 SS
43
78X38PSA
#8 X.375" Sq. Pn. SMS
Steel
44
1016
7858WW
#8 X.625" Ph. FI. SMS
Steel
50
1265.3
712853K
Setting Block 3/32" X 1/4" X 1"
EPDM
51
1267
71267N
Setting Block 1/8" X1/2" X 1"
EPDM
54
1625
61625W
118" Bead
Aluminum
55
2719
65016W
3/16" Bead
Aluminum
56
1263
65133W
1/4" Bead
Aluminum
57
1253
6VT48W
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
61624K
Screen Spline- 135" Dia. Foam
Rubber
75
1 1635
1 61635K
Screen Spline - .135" Dia. Hard
Rubber
76
Screen Cloth
Fiberglass
80
134
66615W
Add -on Flange (Optional)
6083-TS
81
Dow Coming 899 Silicone Glazing Sealant
or Equiv.
90
1/8' Annealed or Tempered Glass
91
3116" Annealed or Tempered Glass
92
114" Annealed or Tempered Glass
93
1/8% 1/4" Air- 1/8" An. or Temp. I.G.
94
1 /8% 3/18" Air - 3116" An. or Temp. I. G.
Part#
Description
Material
60
Kommeding 4SG TPS Spacer System
61
Quanex Super Spacer nXiwith Hot Melt Butyl
See this
62
Ouanex Duraseal Spacer
Sheet forMaterials
63
Cardinal )Z Edge Spacer
In�rcnov�.� t e.: rtcr�nl a;_ r I � or 7, oaoo a na7u
SILICONE
STRUCTURAL-114"NOM.
POLYISOBUMEN
WITH DESICCANT
EXT. GLASs so KODISPACE
4SG TPS
INT. GLASS
BUl
DESIC(
F
EXT. GLAS
STRUCTURAL
SILICONE
FOAM
WITH
DESICCANT
EXT.GLASS�
J RAS EALn
'ACER
-MELT BUM
F� 2.000-
.975" I
a6a0• r .oso.
1s4z•
2.e24• �6j
062•
1.azr I 8' i
2.1dII2
4•
.062, 0050•--^It--
ME HEAD
0 FRAME
ILLADAPTER FRAME
AMB
O 606 T6A UMINUM 6063- 5ALUMINUAI `-'•5W63-76 ALUMINUM � 6p63. G,ALUMINUM
(FIXED)
— 1.542'
I+— 1.E6T
:os0• -.
062' III -
-+� .9"26' IFS-•
2.20.062" 9' 1.662' 2.010'
- --�-, 1
osa
t oto• t.ar
oe2• � � 1
_ED ME
O FRAME JAAIa (OPERABLE) 06FIX 06E-76AlU4NUMIL (� HOFITBDD ALUMINUM
RAIL SASH TOP RAIL
6053.T5 ALUMINU1A
- 3116" NOM.
I--- rats• --
1.7n9'
SUPER .69r .062
62 SPACER®NXTTM ,.6B5. 45 1.tt5•
1.4sr
.062' -
GLASS ocr
10 RD
608E TBIOA ALUMINUM " 606JTB ALUSASH ING M NUMIL 12� 6067-T6 ALUMINFORCEUM MENT
POLYISO- DESICCANT FILL AREA r ttt4• -I
BUMENE —5116" NOM.
SEAL 7
-- 1.187' 1
SILICONE SEAL .7a1• .on6• l os0•
ROLL -FORMED Ln_ fa
STAINLESS STEEL I tM
s3 XL EDGE .050- )
SPACER PRODUCT WiVtSED
EXT. GLASS 13 SASH STOP BO ADDON FLANGE
--' 8061T5 ALUMINUM — 606E-T6 ALUMINUM nt Compl)'iog with dU FioridA
Guildu1g CaG.
`t 1 t 11111,,, Ar"p=ce NO )r.-OG .102
ON......NIV vv Revived By: Dade: Revision: F., I' DMe !L
JR 05/05/16 ) a�,•'' UICENSF •• �((� �' 8 ADDED SPACERS tilimily nde
INT. GLASS Q•; •
'. Raviaed Sr. Date: Revision:
* : • No. 58705
1 - ® D.... fptlon: Drown By:
;per:• S D BOM & PART DETAILS J ROSOWSKI
"OR AL
���� 1070 TECHNOLOGY DRIVE Title: Dote:
ANAL EN `\ N.
ONI BOXF152975 HORIZONTAL ROLLER WINDOW DETAILS 12/01/11
. S G�
'IIIIIII1%" NOKOMIS, FL 34274
A. LYNN MILLER. P.E. Sedea/Model: Scale: 56eer: Drvw(rrg No. Rev:
- - -
--"- ---- - P.E.ti 58705 CEtiT. OF AUTH. #29296 HR-210 NTS 8 OF 8 MD-HR210-01 B
•
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