HomeMy WebLinkAboutNotice of Acceptance (2) PY
FILE rv�,,
M IAM I•DdIADE 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) wwmmiamidade.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 A14J(in areas other than Miami-Dade County)reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code,.including the High Velocity Hurricane Zone.-
DESCRIPTION: Series-"HR=210"AIu im num Horfzanfal-Rolling Window-N-X --2
t
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 NPACT 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
MIAMhDADE COUNTY /Expiration-Date:—April-05;2022-
Approval Date: August 04,2016
?��fp Page I
PGT Industries,Inc. Fl!trf'm a
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NDA No. 11-1201.04)
2. Drawing No. MID-HR210-01 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.
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,Durasealo spacer system, Super Spacer NXTrm 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 NDA 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. 15-0609.65)
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.
anuel0-10629.02 ez,P.E.
Product Controaminer
NOA No.
Expiration Date: April 05,2022
Approval Date: August 04,2016
E-1
\J
PGT Industries,Inc.
F
. Vri
I am F��-o
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. 11-1201.04)
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 08/13/15 and
expiring on 04/05/17.
CQ�
Manuel Pere E.
Product Control Ex ner
NOA No.16-0629.02
Expiration Date: April 05,2022
Approval Date: August 04,2016
E-2
GENERAL NOTES:SERIES 210 NON-IMPACT120"WIDTH 90"WIDTH
HORIZONTAL ROLLER WINDOW I1 119"BUCK WIDTH SHEETS 89"BUCK WIDTH �{
�B B SHEETS
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH 5&6 5&6
THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE
HIGH VELOCITY HURRICANE ZONE(HVHZ). _ __ — _ _ _ _ _ I — _ —
2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS 26-31D
REGIONS. ! / SHEETS �� FIXED _� / SHEETS
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY A / / A S&6 A / VISIBLE! / '4 5&6
LIGHT
MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS 83 56-718' FIXED IG 56-SH FIXE" ! �
USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 HEIGHT SASH FIXED / / HEIGHT SASH / FIXED /
VISIBLE VISIBLE VISIBLE VISIBLE
CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER
LIGHT LIGHT I LIGHT ���/// LIGHT
ANCHOR TYPE,SEE TABLE 1,SHEET 1. 62" ,
BUCK I BUCK
4)ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED HEIGHT 26-9118' HEIGHT 26-7116"
1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS SASH 56-3116"FIXED SASH
INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X VISIBLE LIGHT VISIBLE
ARE t-1/2'THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL VISIBLE I
BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. LIGHT i I LIGHT
WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF I - 1
THE ENGINEER OR ARCHITECT OF RECORD. B ` -�}•�- 3-3116• `
ALWAYS SEE NOTE A. SEE NOTES B&C. ALWAYS SEE NOTE A, B {�- 3-3116'
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL REQUIRED THIS SHEET THIS SHEET 3" REQUIRED THIS SHEET 3'
DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT AS @CORNERS @CORNERS SEE NOTES
SPECIFIED ON TABLE 1,SHEET 1.NARROW JOINT SEALANT IS USED ON TYP.XOX(114-1/2-1/4)ELEVATION B&C.THIS SHEET
ALL FOUR CORNERS OF THE FRAME.INSTALLATION ANCHORS SHOULD
BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR WATER — 74"WIDTH TYP.XOX(1/3-1/3-1/3)ELEVATION
RESISTANCE OF INSTALLATION SHALL BEC DONE BY OTHERS AND IS ILS •�3"BUCK WIDTH
BEYOND THE SCOPE OF THESE INSTRUCTIONS. II B SHEETS TABLE 1:
5&6 Anchor Min.Edge Min.
6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE Anchor Substrate
PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF ` i Group Distance Embedment - zT�
TRANSFERRING APPLIED LOADS.SHIM TO BE NO MORE THAN 114" 1/4"Steel
THICK WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED — ------ ------- - A Hollow Block,(ASTM C90) 2-1/2" 1-114"
TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. -,�Ultlacon--
C C SHEETS #12.Steel P.T.Southern Pine(SG=.55) 9/16" 1-3l8"
7)DESIGN PRESSURES: 5&6 °' ".,ir6 SMS(F� Gb ) A36 Steel,.125"mm 3/8' Min.of 3 threads
A)NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST 72" / / � #12t4101SSM rAS53,Stud,Gr-33.0:0346"•min`(20 Ga) 3/8—•-beyond.metal_
PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. Aluminum,6063-T5..125' 3/S" - .substrate
HEIGHT
B)POSITIVE DESIGN LOADS BASED E WATER TEST PRESSURE, SMS _ _.
STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS PER65-7I8' 67-1/8' -174"Steel- Concrete-(minr2:9'ksQ 1 1-3/8"
ASTM E1300. 71" SASH FIXED C Ullracon Grouted-filled Block,(ASTM C90) 2-112" 1-314" ,Zk
VISIBLE VISIBLE 1/4"410 SS Concrete(min.3.4 ksi) 1" 1-314"
BUCK
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO HEIGHT LIGHT LIGHT CrLteFlex Hollow Block,(ASTM C90)
RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN I
PRESSURE.THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN 33-9116" 33-9/16"
THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS SASH _ FIXED w�
ON VISIBLE VISIBLE
USED FOR THE EVALUATN OF ANCHORS INTO WOOD.ANCHORS THAT "
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET LIGHT LIGHT "a+x
THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION WEEPHOLE NOTES.(SEE WEEPHOLE DETAILS SHEET 7O 81:
RESISTANCE. LA.REQUIRED IF WINDOW WIDTH IS OVER 67".
ALWAYS 3" 13 -�Imo- 3-3116" B.REQUIRED IF WINDOW WIDTH IS OVER 45"AND UP TO 67.
9)REFERENCES:TEST REPORTS FTL-6657&6658;ELCO ULTRACONREQUIRED C.REQUIRED IF WINDOW WIDTH IS OVER 89".
PRODUCTREVISED
NOR;ELCO CRETEFLEX NOR;ANSI/ SEE NOTE D.THIS SHEET D.REQUIRED IF WINDOW WIDTH IS OVER 45".AF&PA NDS FOR WOOD @CORNERS :n complying with Its Ficrids
CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. rTYP_.XO E_LEVAT_ION(OX.SIM_:)-, `1�1I""�11�,, ALdp„m,, t6-o62�i.p2
10)THE 210 SERIES HORIZONTAL ROLLER WINDOW WAS FORMERLY L� - '�\ Y � Revised Date.
•) °Me 2
i R By: Rews on.
KNOWN AS THE 201 SERIES. GENERAL NOTES............................1 \Q�' ••
B)ADDED SPACERS TO
ELEVATIONS................ 1 JR 05/05/16 By
SHEETS. Miami ride Pr t
DESIGN PRESSURE RATING IMPACT RATING ANCHOR SPECIFICATIONS......_...1 �' No.58)05 •• Revised By: Dote: Revision:
VARIES, NOT RATED FOR ANCHOR SPACING/QUANTITIES...2 =
SEE SHEETS 3 8 4 IMPACT RESISTANCE DESIGN PRESSURES,XOIOX........3 •9
DESIGN PRESSURES,XOX............4 6 / Ir ® Description: Drown W.
INSTALLATION,STD MR.................5 O S f0
STANDARDS USED: INSTALLATION,HD MR...................6 " 'P EOF .•`k,�;� GENERAL NOTES&ELEVATION J ROSOWSKI
•2014 FLORIDA BUILDING CODE(FBC),STH EDITION GLAZING DETAILS....:.....................7 %�tS •••��RIDP..•' ��
•ASTM E1300-04 EXTRUSION PROFILES..................8 �'S;ONAL ENG`�� 10N.VENICE.70 FL 3427 NE Title: Date:
•ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION ' /11,111[1 P.O. BOX 1529 HORIZONTAL ROLLER WINDOW DETAILS 12/01/11
-ALUMINUM DESIGN MANUAL,ADM-2010 PARTS LIST.....................................8 NOKOMIS: FL 34274 Sari IModel: Scale: Sheet: plowing No. Rev:
•A I S I-S 100-07/S2.2010
A.LYNN MILLER,P.E. CERT. OF RUTH. #29296 HR-210 NTS 1 OF 8 MD-HR210-01 1 B
P.E.#
P.E.#58705
SEE TABLE 2, XO,OX&XOX:
1 ANCHOR ON 1 ANCHOR ONTHIS SHEET.FOR 1 ANCHOR ON EGRESS HEIGHT:(WH-4.5/8)
EACH SIDE OF EACH SIDE OF ANCHOR EACH SIDE OF
1 ANCHOR AT THE MEETING 1 ANCHOR AT 1 ANCHOR AT THE MEETING QUANTITIES THE MEETING 1 ANCHOR AT x0&OX:
CORNER RAIL CORNER CORNER RAIL ---------- RAIL CORNER EGRESS WIDTH:(WW/2-3-1Y2)
XOX(114-1/2-114):
-_ 6°MAX EGRESS WIDTH:(WW/4-2-5/16)
6"MAX.
----------- XOX
EGRESS WIDTH:(WW/3-6)
MIN.3 _}
MIN.3 ANCHORS IN
ANCHORS IN JAMB FOR
JAMB FOR / / 1 T"MAX.O.C.FOR WINDOWS UP iT MAX.
WINDOWS UP / / WINDOWS TO 63' ANCHORS IN O.C.
TO 44",MIN.4 I TALL,20"MAX.O.C.
ANCHORS IN / / FOR WINDOWS OVER 63" JAMB FOR -
JAMB FOR WINDOWS
WINDOWS OVER 44'
OVER 44" {.
-----------
-
6"MAX.
------—� 6'MAX.
6"MAX. ~-5"MAX.FROM \ ---j22-14"
6"
MEETING RAIL(X2)
6"MAX. f'~ 6"M FROM T X0,OX&XOX:
CENTER OF ANCHORAGE FOR ALL XOX(1/4-1/2-1/4)CONFIGURATIONS SASH VISIBLE LIGHT HEIGHT:(WH-6-1/8)
MEETING RAIL(X2) FIXED VISIBLE LIGHT HEIGHT: WH-4-7/8
!@ XO&OX:
ANCHORAGE FOR ALL XO/OX CONFIGURATIONS
TABLE 2: SASH&FIXED VISIBLE LIGHT WIDTH:(WW/2-3-7/16)
_ xox(1r4-1/2-1/a):
FRAME HEIGHT SASH VISIBLE LIGHT WIDT ;_(1Nr!/4 16)
FRAME FRAME 383/8" 44" 50518" 63" FIXED VISIBLE LIGHT WIDTH. _/2-i'-P,3 6)
TYPE WIDTH ANCHOR GROUP ANCHOR GROUP ANCHOR GROUP ANCHOR GROUP XOX(113-113-1/3):
SASH&FIXED VISIBLE LIG&�NltDTL-(YWY/3.3-9r16)
1 A B C A B C A B C A B C "vel' -
1 ANCHOR ON ANCHOR 1 ANCHOR ON 53-1/8" 1 1 1 1 1 1 1 1 1 1 1 1 -
EACH SIDE OF AT EACH SIDE OF 74" 2 2 1 1 2 1 1 1 1 1 1 1
1 ANCHOR AT 1 ANCHOR AT
CORNER THE RAIL
FIXED THE MEETING CORNER STANDARD ger" 2 2 2 2 2 1 1 2 1 1 1 1 U
MEETING 9T' 2 3 2 2 2 2 2 2 1 1 1 1
6"MAX. RAIL
109" 3 3 2 2 3 2 2 2 2 1 2 1
rC 120" 3 3 3 1 3 3 2 2 2 2 2 2 1
�,* X53-1189 1 1 1 1 1 1 1 1 1
MIN.3 =HEAVY` 1274" -.2 2 1 2 2 1 2 2 tf
ANCHORS IN `- ��0-85'-•--2 2 2 2 2 2 2 2 2""-2 `2"-1-
JAMB FOR / / MEETIN 9T' 2 3 2 2 3 2 2 2 2 2 2 2
WINDOWS UP 17"MAX• 'RAIL 109' 3 3 2 3 3 3 3 3 2 2 2 2 �'•
ANCHORS
RS IN / O.C. ` ��
ANCHORS IN � f 120' 3 4 3 3 4 3 3 3 3 2 2 2 PRODUC'['REVfSED ��•
JAMB FOR SEE TABLE 1,SHEET 1 FOR ANCHOR GROUP DESCRIPTIONS. az complying with tho Florida
WINDOWS Building Code
OVER 44" .. Acceptsncc No
Ezpievt' Dare 2
Revised By: Date: Revision:
rt
11 By
6-MAX Revised By: Date: Ravislon: Mi Dndc Rothia
/
6-MAX. —►{ Imo- 6"MAX.FROM --
F�- MEETING RAIL(X2) 0 Description: Drown By:
ANCHOR SPACING&QUANTITIES J ROSOWSKI
ANCHORAGE FOR ALL XOX(1/3-1/3-1/3)CONFIGURATIONS 1070 TECHNOLOGY DRIVE LRe: Dete:
• N. VENICE, FL 34275 HORIZONTAL ROLLER WINDOW DETAILS 12/01/11
P.O. BOX 1529
NOKOMIS: FL 34274 Svies/ModO. Scab: Sheet: Drawing N. Rcr
A.LYNN MILLER,P.E. CERT. OF AUTH. #29296 HR-210 NTS 1 2 OF 8 MD-H R210-01 B
P.E.#58705
1
,
PRODUCT REVISED
a, with LIN mc6i'un
Buildicg Cadt
.AcceptnnCe rx. 16• 292
Erl7untion Daze
TABLE 3: _v-�•"" By adc PmdutY Con
---xo OR oOX MAXIMUM DESIGN PRESSURE RATING(psfl
--CONFIGCIRATIONS
STANDARD MEETING RAIL HEAVY DUTY MEETING RAIL
FRAME GLASS TABLE 4: Yr s
FRAME HEIGHT FRAME HEIGHT m
WIDTH TYPE �"`•-� Glass Types � o �
38-318" 44" 50.5/8" 63" 383/8" 44" 50518" 1 63" 72"
118"Annealed o N o
Glass 1 +55.01-90.0 +55.01-90.0 +55.0/-86.9 +55.0%67.9 +55.0/-90.0 +55.01-90.0 +55.0/-86.9 +55.0/-67.9 WA 1 118"Tempered U3 s J o_
26-1/2" Glass 2&3 +55.0/-90.0 +55.0/-90.0 +55.0/4)0.0 +55.0/-90.0 +55.01-90.0 +55.0/-90.0 +55.0/-90.0 +55.Q/90.0 +55.0/-90.0 2 3116"Annealed 40
8 H / N
Glass 4&5 +55.0/-90.0 +55.0/-90.0 +55.0/4)0.0 +55.0/-90.0 +55.0/-90.0 +55.0/-90.0 +55.0/-90.0 +55.0130.0 +55.0/-90.0 114"Annealed c W i
Glass 1 +55.0/-73.5 +55.0/-61.2 +55.0/56.0 +49.7/139.7 +55.0/-73.5 +55.0/51.2 +55.0/-56.0 +49.7/-49.7 WAp
1/B"Annealed-1!4"Airspace-118"Annealed
37" Glass 2&3 +55.01-90.0 +55.01-90.0 +55.0/-87.2 +55.01-67.2 +55.01-90.0 +55.0/-90.0 +55.0/-90.0 +55.0/-90.0 +55.0/-77.9 3O
3116"Annealed-3/16"Airspace-1/8"Annealed
Glass 4&5 +55.0/-90.0 +55.0190.0 +55.01-90.0, +55.01-84.0 +55.0/-90.0 +55.0/-90.0 +55.0/-90.0 +55.0/50.0 +55.01-78.1 3/16"Tempered
0 00
Glass 1 +55.0/-67.5 +53.7153.7 +44.6/44.6 +35.51-35.5 +55.0/-67.5 +53.7/53.7 +44.6/-44.6 +35.5/-35.5 WA 4 X Z_ LL
Glass 2 +55.0/-90.0 +55.0/90.0 +55.01-75.0 +55.01-57.1 +55.01-90.0 +55.0/91/4"Tempered 0.0 +55.0/-89.2 +55.0/-77.2 +55.0/-65.8 0 . o
45" 1/8"Tempered-1/4"Airspace-1/8"Tempered G $c�
Glass 3 +55.01-90.0 +55.0/90.0 +55.01-75.0 +55.01-57.1 +55.01-90.0 +55.0/-90.0 +55.01-80.3 +55.0/-63.9 +55.0/-57.1 5 o X O
3/16"Tempered-W16"Airspace-1/8"Tempered W
Glass 4&5 +55.0/-90.0 +55.0/-90.0 +55.0/-90.0 +55.0/-71.4 +55.0/90.0 +55.0190.0 +55.01-90.0 +55.0/-77.4 +55.01-66.0 & a 0f J
Glass 1 +55.0156.0 +53.1/53.1 +43.6/113.6 +32.31-32.3 +55.01-66.0 +53.1/53.1 +43.6/-43.6 +32.31-32.3 WA NOTES: � � N~
Glass 2 +55.0/90.0 +55.0/-85.1 +55.0/-70.5 +53.4/-53.4 +55.0/90.0 +55.0/58.9 +55.01-79.9 +55.0158.0 +55.0/-61.3 8 Z
1)USE THIS TABLE FOR ALL XO/OX WINDOWS PER
49" THE ELEVATION ON SHEET 1.DIMENSIONS SHOWN Q
Glass 3 +55.0/-90.0 +55.0/-85,1 +55.01-70.5 +53.4153.4 +55.0/90.0 +55.0/-90.0 +55.0/-78.5 +55.0/58.1 +50.6!50.6 W
Glass 4&5 +55.01-90:0 +55.0/-90.0 +55.0/38.1 +55.0/-66.7 +55.01-90.0 +55.0/90.0 +55.01-90.0 +55.01-72.3 ARE TIP-TO-TIP.2.3 +55.0/-61.5 a Z o
Glass 1 +55.0/-63.7 +52.4/52.4 +43.51.43.5 +31.2/-31.2 +55.01-63.7 +52.4/52.4 +43.51-43.5 +31.21-31.2 WA 2)FOR SIZES NOT SHOWN,ROUND UP TO THE
NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION ev
Glass 2 +55.0%90.0 +55.0/-81.0 +55.0/56.7 +50.21-50.2 +55.0/90.0 +55.0/55.0 +55.0/-73.8 +55.0/59.4 +54.0/-54.0 SHOWN ON THE TABLE. ro N-
53-1/5"
Glass 3 +55.0%90.0 +55.0/-81.0 +55.0156.7 +50.2/50.2 +55.0/90.0 +55.0/-90.0 +55.0/-78.3 +55.0/56.2 +46.8/46.8 $ Y4 _
3)DESIGN PRESSURES MAY BE INTERPOLATED •R �" W
Glass 4&5 +55.0%90.0 +55.0/90.0 +55.0/-83.4 +55.0/52.7 +55.0/-90.0 +55.01-90.0 +55.0/-90.0 +55.0/-68.0 +55.0/-57.4 BETWEEN SIZES. J1
-Glass 1--p+55.0%59.2 +50.4/50.4 +42.8/142.8 +31.8/-31.8 +55.0/59.2 +50.4/50.4 +42.8/42.8 +31,6/31:8 _NIA
fit Glass 2 +55.0/-89.2 +55.0/-75.1 +55.0/51.1 +45.4/-45.4 +55.0/-89.2 +55.0/-79.3 +55.0/-67.2 +51.0/51.0 +44,d/�44.0 O
-/ CONFIGURATIONS APPLICABLE TO THIS SHEET: ® o N m
Glass 3 +55.0%90.0 +55.0/-75.1 +55.0/51.1 +45.4/-45.4 +55.0/-90.0 +55.0/-90.0 +55.0/-77.0 +55.0/57:2 +46.4/46.4 n A ,N,
Glass 4&5 +55.01-90.0 +55.0/-90.0 +55.0/-76.4 +55.0/56.7 +55.0/-90.0 +55.0/90.0 +55.0/-82.9 +55.0/-61.5 +51.8/-51.8
0,00
Glass 1 +55.01-56.3 +48.5/-48.5 +41.6/-41.6 +32.0/32.0 +55.0/56.3 +48.51148.5 +41.6/-41.6-+32.002 0_ WA = m.
55.0/-79.7 +55.0/-72.5 +55.0/58.5 +43.0/ 3.0 +55.0/-79.7 +55.0/-77.1 +55.0/-6 112141.2
-Glass'3- +55.0/-79.7 +55.0/-72.5 +55.0/58.5 +43.01-43.0 +55.01-79.7 +55.0/-79.7 +55.01-74.9 +55.0 57:6,+47.0147.0 oz -
r~' Glass 4&5 +55.0/-79.7 +55.01-79.7 +55.0/-73.1 +53.8/-53.8 +55.01-79.7 +55.0/-79.7 +55.0/-79.3 +55.0158.3 +48.91118.9
Glass 1 +51.1/-51.1 +44.2/44.2 +38.9/-38.9 +30.0/-30.0 +51.1/-51.1 +44.2/-44.2 +38.9/-38.9 +30.0130.0 WA
74" Glass 2 +55.0/-53.5 +55.0/-63.5 +55.0/55.3 +40.0/-40.0 +55.01-63.5 +55.0/-63.5 +55.01-62.0 +47.91.47.9 +39.8139.8 xo
Glass 3 +55.0/-63.5 +55.0/53.5 +55.0155.3 +40.0/40.0 +55,0/-63.5 +55.01.63.5 +55.01-63.5 +54.1/54,1 +45.0/-45.0
Glass 4&5 1+55.0/-63.5 +55.01-83.5 +55.0/-63.5 +50.01-50.0 1+55.0/-63.5 +55.0/53.5 +55.0153.5 +54.2154.2 +45.1/-45.1
_-. OX ..'..
A.LYNN MILILLER,,
P.E.
P.E*58705
PRODUCT REVISED
as complying with the Florida
Building cede
:t�..cptance No •O�R.
E.�pirai n Dafe
TABLE 5: Bt
NIi Dade V ucr
XOX CONFIGURATION MAXIMUM DESIGN PRESSURE RATING(psf)
STANDARD MEETING RAIL HEAVY DUTY MEETING RAIL
FRAME GLASS :TABLE 6
FRAME HEIGHT FRAME HEIGHT � m
WIDTH TYPE ,-
Glass Types
38-3/8" 44" 50-5/8" 63" 38-3/8" 44" 505/8" 63" � O
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 +55.01-90.0 +55.0%78.9 3/16 Annealed O c i O
Z 49" - 2 1/4"Annealed o J 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 +55.01-90.0 o1/8"Annealed-1/4"
1/8"Annealed-114"Airspace-1!8"Annealed
Glass 2&3 +55.0/-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 +55.01-73.5 3 g W
53-118" 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 3/16"Annealed-3116"Airspace 1/8"Annealed o
O Glass 2&3 +55.0/-90.0 +55.0/-76.3 +55.0/-63.9 +49.0/-49.0 +55.0/-90.0 +55.01-90.0 +55.0/-85.1 +55.0/-65.3 43/15'Tempered
Z 61„ Glass 4&5 +55.0/-90.0 +55.0/-89.0 +55.0/-74.5 +55.0/-57.1 +55.0/-90.0 +55.01-90.0 +55.0/-90.0 +55.0/-84.5 7/4"Tempered O
O 1/8"Tempered-114"Airs ace-1/8"Tempered a co
U Glass 2.&3 +55.0/-81:0 +55.0156.8 +55.0/-55:3 +41.91-41.9 +55.0/-90.0 +55.0/-88.9 +55.0/-73.7 +55.0/-55.8_ 5 p Z LL..
74 Glass 4&5 +55.0/-90.0 +55.0/-77.9 +55.0/-64.5 +48.8/-48.8 +55.0/-90.0 +55.0/-90.0 +55.01-90.0 +55.0/-72.2 3116"Tempered-3/16"Airspace 1/e"Tempered x O
Glass 2&3 +55.01-75.6 +55.0/-61.5 +50.41-50.4 +37.7/-37.7 +55.0/-90.0 +55.0/-81.8 +55.01-67.2 +50.31-50.3 0 0 w y`t
85,. s
Glass 4&5 +55.0/-88.2 +55.0/-71.7 +55.01-58.8 +44.0/-44.0 +55.0/-90.0 +55.01-90.0 +55.01-86.9 +55.0/-65.0 wW
90„ Glass 2&3 +55.01-73.8 +55.01-59.6 +48.6/-48.6 +36.2/-36.2 +55.0%90.0 +55.0/-79.5 +55.0/-64.8 +48.2/ 38.2 Nores: W O z
Glass 4&5 +55.0/-86.1 +55.0/-69.6 +55.0/-56.7 1+42.2/42.2 +55.01-90.0 +55.01-90.0 +55.0/-83.9 +55.0/52.4 1)USE THIS TABLE FOR ALL XOX WINDOWS PER U) w `E
Glass 2 +55.01-90:0 +55.01-79.5 +55.0/-66.4 +50:8/50.8 +55.01-90.0 +55.0/-85.0 +55.0/-73.8 +55.0/-59.4 THE ELEVATIONS ON SHEET 1,DIMENSIONS LLI <
SHOWN ARE TIP-TO-TIP. Q
53-118" Glass 3 +55.01-90.0 +55.01-79.5 +55.0/-66.4 +50.81-50.8 +55.0/-90.0 +55.01-90.0 +55.0/-78.3 +55.01-56.2 a- Z O
2)FOR SIZES NOT SHOWN,ROUND UP TO THE
Glass 4&5 +55.0/-90.0 +55.0/-90.0 +55.01-77.5 +55.0/-59.2 +55.0/-90.0 +55.01-90.0 +55.0/-90.0 +55.0/-87.5 NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION o 0
Glass 2 +55.0/-80.4 +55,01-64.9 +52.9/-52.9 +39.3/-39.3 +55.0/-83.1 +55.0/-72.8 +55.0152.0 +47.9147.9 SHOWN ON THE TABLE.
0 74" Glass 3 +55.0/-80.4 +55.0/-64.9 +52.91-52.9 +39.3/-39.3 +55.0/-90.0 +55.01-79.6 +55.0/-70.0 +52.5/-52.5 3)DESIGN PRESSURES MAY BE INTERPOLATED Al „W O
Glass 4&5 +55.0/-90.0 +55.0/-75.8 +55.0/-61.8 +45.9/-45.9 +55.0/-90.0 +55.0/-90.0 +55.01-90.0 +55.0/-67.8 BETWEEN SIZES. z o❑ = y
Glass 2 +55.01-74.7 +55.0/-61.2 +49.11-49.1 +35.8/-35.8 +55.0/-74.7 +55.01-67.2 +55.0/-58.9 +46.8/-46.8
S2 85" Glass 3 +55.01-77.2 +55.0/-61.2 +49.1/49.1 +35.8/-35.8 +55.0/-81.9 +55.0/-71.1 +55.01-62.8 +47.8/47.8 CONFIGURATIONS APPLICABLE TO THIS SHEET: ® N N
U. Glass 4&5 +55.0/-90.0 +55.0/-71.4 +55.0/-57.3 +41.8/-41.8 +55.0/-90.0 +55.01-90.0 +55.0/-84.6 +55.0/51.8
OU 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 +53.71-53.7 +43.9/-43.9 0 x
97" Glass 3 +55.0/-72.5 +55.0/-58.8 +46.3/-46.3 +33.11-33.1 +55.01-72.5 +55.0/-63.7 +54,7/-54.7 +44.21-44.2
a Glass 4&5 +55.0/-87.0 +55.0/58.6 +54.1/-54.1 +38.7/-38.7 +55.0/-90.0 +55.01-90.0 +55.0/-79.9 +55.0/-57.1 a �>a
Glass 2 +55.01-56.7 +53.4/-53.4 +44.7/-44.7 +31.2/-31.2 +55.0/-56.7 +53.4/-53.4 +48.4/-48.4 +40.5/-40.5 oz z `w'
109" Glass 3 +55.0/54.8 +55.0/-55.8 +44.7/-44.7 +31.21-31.2 +55.0/-64.8 +55.0/-55.8 +48.2/-48.2 +39.6/-39.6
Glass 4&5 +55.01-84.7 +55.0/-66.5 +52.2/-52.2 +36.4/-36.4 +55.0/-90.0 +55.0/-90.0 +55.0/-77.1 +53.8/-53.8 `
XOX(1/3.1/3.1/3)
Glass 2 +49.7/-49.7 +47.9/-47.9 +43.6/-43.6 +30.0/-30.0 +49.7/49.7 +47.9/47.9 +44.3/-44.3 +37.5/737.5 j
120" Glass 3 +55,0/-57.6 +51.1/-51.1 +43.6/43.6 +30.0/-30.0 +55.01-57.6 +51.1/-51.1 +44.11.44.1 +35.8/-35.8
Glass 4&5 +55.0/-83.2 +55.0/-65.0 +50.9/-50.9 +35.0/-35.0 +55.0/-90.0 +55.0/-90.0 +55.0/-75.2 +51.7/-51.7
Cf
XOX(1/4-1/2-1A)
A.LYNN MILLER,P.E.
P.E.#58705
INSTALLATION OPTION 1 CONCRETE/CMU STANDARD MEETING RAIL CI 1XWOOD
PER ANCHOR TYP.ANCHOR TYPE, BUCKSTRIP, ,
INSTALLATION ANCHORS INTO 2X WOOD. REQUIREMENT 'CONCRETE
TYP.
AND EDGE_ SEE NOTE 2,
OPTIONAL 2X WOOD DISTANCE EDGE EMBEDMENT DISTANCE PER SUBSTRATE, 1\S SHEET. PER
80 FLAADDON NGE @ 11 SEE TABLE 1,SHEET 1. ANCHOR
HEAD. I SHIM 23GE / 90 X 10, MENTIRE-
SILL 8 JAMBS DISTANCE X / 93 30 /'� \ �\
EMBED- �'
MENT
• _-_
INSTALLATION OPTION 1 CONCRETE/CMU HEAVY DUTY MEETING RAIL G
PER ANCHOR 1X WOOD
INSTALLATION ANCHORS INTO 2X WOOD.EDGE TYP.ANCHOR TYPE, BUCKSTRIP,
REQUIREMENT 'CONCRETE
EMBEDMENT AND EDGE SEE NOTE 2,
OPTIONAL 2X WOOD DISTANCE EMBEDMENT DISTANCE PER SUBSTRATE,—\ THIS SHEET. .• PER OR MU
/80 ADDON _ 11 SEE TABLE 1,SHEET 1. '°
FLANGE @ _F ANCHOR 1/4"MAX \ REQUIRE-
HEAD, �\ EDGE • SHIM 23 X / 93 30 90 X 10 MENT
SILL 8 JAMBS EMBED- DISTANCE A 54
\ MENT U
---- ----- �/ SASH \
ASH
I VISIBLE
TY'. MBEDMENT • ;° °I 57 —� VISIBLIGLE .......
=___ ~ —� WDTH ".
HIRLIGHT
EDGE
AND EDGE WIDTH .I. DISTANCE
IIS I� DISTANCE PER FIXED 74 •i
II II SUBSTRATE,SEE �76\' / VISIBLE _
II �I TABLE 1,SHEET 1. 25 24 J LIGHT 70 5
II II II 21 80 1X WOOD WIDTH EMBED- lr'
jl jl INSTALLATION EXTERIOR \ BUCK MENT
FIXED I) II II OPTION 2 7 HEAW DUTY \J� EAW DUTY INSTALLATION
MEETING RAIM
L MEETING RAIL
I I I INSTALLATION BUOPTION 3
VISIBLE iI II II ANCHORSDIRECTLY CK WIDTH INSTALLATION ANCHORS
LIGHT II II II INTO MASONRY. TIP-TO-TIP WIDTH THROUGH 1X BUCKSTRIP
HEIGHT it it I� SASH HORIZONTAL SECTION A-A INTO MASONRY.
II jI II VISIBLE
TIP-TO-TI
II j II LIGHT ;�— 1/4"MAX.SHIM
i �I II HEIGHT 5
II II II #12 STEEL � 4 2X WOOD TYP.ANCHOR TYPE,
BUCK I EMBEDMENT AND EDGE
HEIGHT 0 jl �I I�X SELF-DRILLING 10 11 DISTANCE PER SUBSTRATE,
II II II SMS(G5),SEE TABLE X
II II II 1. SEE TABLE 1,SHEET 1.
1,SHEET
�IIII
24 II II II '� DADE APPROVED I ------- ------
II II II 32 MULLION,ALUMINUM, - I O
II 31 STEEL FRAMING OR STEEL I SASH VISIBLE _ t'
�I �I STUD.SEE SUBSTRATE -- 111 LIGHT WIDTH
57 II II 4•CUT LENGTH PROPERTIES,TABLE 1,
12 @ EACH SHEET 1. `I
3 MEETING RAIL EXTERIOR 25 r I FIXED VISIBLE
INSTALLATION nLIGHT WIDTH INSTALLATION
TYP.ANCHOR TYPE, OPTION 4 V HEAVY DUTY 7 OPTION 1
EMBEDMENT AND EDGE INSTALLATION MEETING RAIL
2 DISTANCE PER ANCHORS INSTALLATION
SUBSTRATE,SEE ANCHORS INTO 2X —•s.-* "
DIRECTLAL, BUCK WIDTH WOOD, f'.�:di•- ?• ',
29 TABLE 1,SHEET 1. METAL.
/ 1X WOOD NOTES: TIP-TO-TIP WIDTH
L n BUCKSTRIP, 1)USE ONLY SUBSTRATE-APPROPRIATE PRODUCT REV . 1 y`
SEE NOTE 2, ANCHORS LISTED ON TABLE 1 OF SHEET 1. as complying with the}Torida I'
THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE HORIZONTAL SECTION C-C ouilding Cede
t 1/4'MAX SHIM LIMITS.ANY INSTALLATION OPTION SHOWN E toga
MAY BE USED ON ANY SIDE OF THE WINDOW. Revised By. Dote: Revision: Q�?^
1X WOOD 2)ALL WOOD BUCKS LESS THAN 1-112' By
THICK N isgt a Prc t o
• ARE TO BE CONSIDERED 1X INSTALLATIONS.1X Revisedte: Ravislon: /V
BUCK CONCRETE PER - Sr.�"
ANCHOR WOOD BUCKS ARE OPTIONAL.UNIT MAY BE
EXTERIOR * INSTALLED DIRECTLY TO SUBSTRATE.WOOD
REQUIREMENT BUCKS DEPICTED AS 2X ARE 1-112"THICK OR
' • ' ® Descripil— Drown By:
GREATER.I X AND 2X BUCKS(WHEN USED)INSTALLATION SHALL
6 L� INSTALLATION DETAILS, HD MR J ROSOWSKI
SHALL BE DESIGNED TO PROPERLY TRANSFER .. � '-
OPTION 3 LOADS TO THE STRUCTURE.WOOD BUCK 1070 TECHNOLOGY DRIVE Title: Date:
VERTICAL SECTION 13-13 INSTALLATION ANCHORS DESIGN AND INSTALLATION IS THE N. VENICE, FL 34275 HORIZONTAL ROLLER WINDOW DETAILS 12/01/11
THROUGH IXBUCKSTRIP RESPONSIBILITY OF THE ENGINEER OR P.O. BOX 1529
INTO MASONRY. ARCHITECT OF RECORD.MAXIMUM SHIM NOKOMIS: FL 34274 Sanaa/Model: scale: Sheet: Drawing No. Rab.
THICKNESS TO BE 1/4". A.LYNN 611LLER,P.E. CERT. OF AUT-1. $29296 HR-210 NTS 6 OF 8 MD-HR21 O-01 B
RE.;<58705
1/8"ANNEALED OR
TEMPERED GLASS PRJOUCt'RL•VISED
1 ^ C&
40 id:tLe Florida h
� 0""dam g 90 Attrprmrco No � g.d F
40 / 40 64 �'i iiapimtionDatc /�IL2
MIN. j� ti ia"�i n9c Yea!"c�Car.a4
27
GLASS BITE I,
81
(4.)—,,
® '® �� I 10 1/8"GLAZING DETAIL m
e m/ _
o
o
3/16"ANNEALED OR 1/4"ANNEALED ORO
TEMPERED GLASS I TEMPERED GLASS �•0 3 J O
3289"
91 / IIII 92 `s w' v J I- CV,
e 3 12 55 SII 56 III o o` W T
4 11 V40 .382"MIN. Ilij .382'MIN. LuGLASS BITE IIII GLASS BITE81 1Q Q coZ LL
0aD 3116"GLAZING DETAIL 114"GLAZING DETAIL `s } W ~
® .o•
2 8 2 c m J ..U)
1/2"MIN.
FRAME SASH 40 MEETING GLASS STACK W Of h Z
26 CORNERS CORNERS RAIL 1/8"ANNEALED OR 114'AIRSPACE U) JQ
TEMPERED GLASS 1/8'ANNEALED OR o V Q O
ASSEMBLY DETAILS I TEMPERED GLASS o o w z0 N
�7 i it 93 6 'i oZ N 8�
.382'MIN. I I� � �� •.O
GLASS SITE
�I O SILL ADAPTER81
-----� I \ 60-63
1/2"I.G.GLAZING DETAIL ® , �_ cq
3 3 1/4"AIRSPACE Jo x
�,..� zo
1P2'MIN. �t"�""'y�G d� f
2 GLASS STAC�'�� � -
ee..�� z
/ '330" 3/16b ANNEALED OR 3116'AIRSPACeM S a_U
.250" — 118'ANNEALE R
TEMPERED GLASS 4a4
Q Q "\ .415" I TEMPERED GLASS
57 II II 94w—^—°'
�-+- 1.200" -►� �+- 1.200'
WEEPHOLES -382'MI
GLASS BITN.
E 1& s .
/ 1.600" / 81 '."is;..
A.
OSILL
WEEPHOLE DETAILS 60-63 s !• �-�
SHOWN WITHOUT WEEPHOLE COVERS. 1/2"I.G.GLAZING DETAIL
SEE SHEET 1 FOR QUANTITY AND SPACING 3116"AIRSPACE
A:LYNN MILLER;PE.
P.E.0 58705
TABLE 7:
Item Dwg# Part# Description Material SILICONE
-�— z.aoo• —�
1 2156 6215W Frame Head 6063-T6
2 264 6264W Frame Sill 6083-T5 STRUCTURAL .67s rte-- -- 1.saz•—�-�
3 265 6265BW Sill Adapter 6063-T6 POLYISOBUMEN 114-NOM. z.0o0•
4 216A 6218W Frame Jamb(Fixed) 6063-T6 WITH DESICCANT
5 219 61086W Frame Jamb(Operable) 6063-T5 EXT.GLASS O KODISPACE 2.624" 062•
4SG TPS 05C3v
6 2208 6220W Fixed Meeting Rail 6063-T6 —.osz• 1.411• 2124^
7 267 6267W HeaW Duty Fixed Meeting Rail 6063 TB
8 223A 6223W Sash Top&Bottom Rail 6063-T6 r.ezr
9 223A 6223W Sash Bottom Reil 6063-T6
10 221B 6221 BW Sash Side Rail 8063.76 INT.GLASS .062• .062•
11 222 6222W Sash Meeting Reil 6063-78 '�II--
12 270 6270W Dogbone Reinforcement 6063-TB ALUMINUM O7 FRAME HEAD OFRAMESILLOSILL ADAPTER O FRAME JAMB(FIXED)
13 2765 62765W Sash Stop 6063-T5 REINFORCEMENT 6063-T6 ALUMINUM 6063.75 ALUMINUM 6063 T6ALUMINUh1 6063 T6 ALUMINUM
20 4080 74080SK Meeting Rail Sweep Latch Plug Rigid PVC /
21 242 42105W Sash To Guide(Anti-rack) Rigid PVC / 5/16"NOM. 1.542• t.esz•
22 227 42114W End Cap Rigid PVC BUTYL& I
23 1213 60200K .190"X.200'Won Wstp.(Frame) Flax PVC 70 DESICCANT
24 4066 64066G .187"X.230"Fin Wstp. FOAM ®
25 1003C 66601K Bulb Vinyl Wst. Sash Flex PVC 70 st DURASEAL
Y P (Sash) EXT.GLASS .osz• .050•— I�
26 275C 70275CK Frame Sill Gasket Polyethylene SPACER .os2 —� .szs•
27 273A 70273AK Frame Head Gasket Polyethylene 2.20"
t.ssz• 2.oto• T
28 280 70280BK Sash Gaskets Polyethylene I
.093'
29 7HRKITW Weephole Co%er Plastic INT.GLASS 1011, 1.062•
30 1096 71096W Sweep Latch Cast Onc .062• � 1
31 225 42112N Roller Housing&Guide Vinyl t—L
HOT-MELT BUM
32 226 7BRWHL2 Roller Brass O FRAME JAMB(OPERABLE) O FIXED MEETING PAIL O HD FIXED MEETING RAIL OSASH TOP&BOTTOM RAIL
STRUCTURAL 6063-TSALUMINUM
40 1155 781 PDA #8X1"QUAD Pn SMS Steel SILICONE 6063-76 ALUMINUM 808378 ALUMINUM 6063-T6 ALUMINUM
41 1155-1 781PQX #8X1"Sq.Pn.SMS 41OSS FOAM 3/16"NOM.
42 781PSTX #8X1"Sq.Pn.Twin Fast SMS 410 SS WITH It— 1'615• 1.709•—.-�
43 78X38PSA #8 X.375"Sq.Pn.SMS Steel DESICCANT SUPER .093• .osz•
44 1016 7858WW #8 X.625"Ph.FI.SMS Steel EXT.GLASS <
5D 1265-3 712653K Setting Block 3132"X 1/4"X 1" EPDM 6z SPACER®NXTTM ,606. 1.457-
5`1
51 1267 71267N Setting Block 1/B"X1/2"X1" EPDM 1.asr I - -
54 1625 61625W 1/8"Bead Aluminum .osz•
55 2719 6501 SW 3116"Bead Aluminum INT.GLASS 1 '°Oz Kii
56 1263 65133W 1/4'Bead Aluminum 10 SASHSIDERAIL 1t SASH MEETING RAIL 12 DOGBONEREINFORCEM'e4--3 1
67 1253 6VT46W I.G.Bead Rigid PVC 6°6376 ALUMINUM 6063-T6 ALUMINUM 6KI- ALUMINUM }
70 1014 61014FW Screen Frame Aluminum
71 1631 47041W Screen Comer Key No Ring Vinyl POLYISO• DESICCANT FILL AREA 1114.
BUTYLENE
72 1630 47042W Screen Comer Key with Ring Vinyl SEAL 5116"NOM. -� (•.-1167,
73 320 7320SP14G Screen Spring Spring Steel SILICONE SEAL I �-{ 050•
74 1624 61624K Screen Spline-.135"Dia.Foam Rubber ROLL-FORMED .7L .040• ! r'
75 1635 61635K Screen Spline-.135"Dia.Hard Rubber STAINLESS STEEL XL EDGE'M J/L�_J-L—_�L
76 Screen Cloth' Fiberglass .0so•
80 134 66615W Add-on Flange(Optional) 8063-T6 ea SPACER 13 SASHSTOP 80 ADDONFLANGE QMW ,=TREVISED %
81 Dow Coming 899 Silicone Glazing Sealant or Equiv. EXT'GLASS 8063T5 AWMINUM 6063-T6ALUMINUM dga✓htho FTcdb
90 In
1/8"Annealed or Tempered Glass 1`I I l u l r l r 2 ygr-<, NEE
mr Dare
91 3/16"Annealed or Tempered Glass ` ��ONIVIV, Rebleed Sr: Date: ReWarom
92 1/4"Annealed or Tempered Glass , JR 05/05/16 B)ADDED SPACERS By
93 1/8"-1/4"Air-1/8'An,or Temp.I.G. INT.GLASS .............I.ICENSF'•.���
g4 1/8"-3/16"Air-3/16"An.or Temp.I.G. No.58705
— •.,� ReWed By: Data: Relvfon:
Part# Description Material = w Desc ptbn: Drown By:
60 Kommeding 4SG TPS Spacer System ;�0•, S �; BOM&PART DETAILS J ROSOWSKI
61 Quanex Super Spacer nXT with Hot Malt Butyl See thus �'n ,c D '�'��` 1070 TECHNOLOGY DRIVE Tithe: Date:
Sheet for �s•'•./ORIDP•.•-'��
83 CarcGnalX-E2 Quanex rEdgeSpacer Materials �''�y...AI ENG`�� N oIeo1529
275 HORIZONTAL ROLLER WINDOW DETAILS 12/01/11
REFERENCE TEST REPORTS:FTL-8717,8968 8 8970 r r 1 I I I I 1 L NOKOMIS, FL 34274 Serieo/Model: Sco(e: Sheat: DrowlrI9 No. Rer.
A.LYNN.E.#58 05 P.E. CERT. OF AIJTH. #29296 HR-210 NTS 8 OF 8 MD-HR210-01 B
P.E.#58705
- y