HomeMy WebLinkAboutNotice of Acceptance MIAMIDDADE MIAMI-DADE COUNTY
ME 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
NO'T'ICE OF ACCEPTANCE (NOA) wmv.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 AHS 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: Series90R-210"Aluminum_Horizontal_Rolline Window N.I.
APPROVAL DOCUMENT: Drawing No. MD-EMIO-01'titled "Horizontal Roller Window Details",
sheets I 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. Y7_
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 _
MIAMI•DADE COUNTY Expiration Date: April 05,2022'
Approval Va e:-Augns't 04,2016
Page 1
i r
1 � �
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NDA No. 114201.04)
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 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,Duraseal®spacer system, Super Spacer®NXTTM spacer system and XL
EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E.
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 I;`ynnkller,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.
anuel P ez,P.E.
Product Contro E aminer
NOA No. -0629.02
Expiration Date: April 05,2022
Approval Date: August 04,2016
E-1
r
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-2010 and FBC-5'h 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)
J
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 , .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-IMPACT 120"WIDTH 90"WIDTH
HORIZONTAL ROLLER WINDOW 119"BUCK WIDTH 89"BUCK WIDTH
�B SHEETS 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 I 26-3/8'
FIXED
REGIONS. A ---/- — — -- � / A586ETS A // VISIBLE�� / '�'S&6ETS
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY I LIGHT I /
MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS 6G 5 ASH / FIXE" / / IG 5 ASH / FIXE"
USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 HEIGHT SASH / FIXED / / HEIGHT SASH / FIXED /
CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER VISIBLE VISIBLE VISIBLE VISIBLE
ANCHOR TYPE,SEE TABLE 1,SHEET 1. 62° LIGHT "`VVV LIGHT I 62" LIGHT ���111/// LIGHT
BUCK I BUCK I /
4)ALL WOOD BUCKS LESS THAN 1-112-THICK ARE TO BE CONSIDERED HEIGHT 29178- HEIGHTH�A
1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS 56-3/16"FIINSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X V SIBLE SH VISIBLE LIGHTLEARE1-12"THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. LIGHT r T rti i
WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF -THE ENGINEER OR ARCHITECT OF RECORD. �
ALWAYS SEE NOTE A, SEE NOTES B&C, B �- 3-3116" ALWAYS - SEE NOTE A, B \� I"�- 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 EMBEDMENTAS @ 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 8 C.THIS SHEET
ALL FOUR CORNERS OF THE FRAME.INSTALLATION ANCHORS SHOULD
BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR WATER TPP.XOX(1/3-1/3-1/3)ELEVATION
RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS 74°WIDTH
BEYOND THE SCOPE OF THESE INSTRUCTIONS. 73"BUCK WIDTH �{
B SHEETS I TABLE 1:
6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE 5&6 Anchor Min.Edge Min.
PRODUCT ISNOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF Group Anchor Substrate Distance Embedment
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) 2-112" 1-1/4"
TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. SHEETS _Ultracon
C / / C 5&6 #12 Steel P.T.Southem Pine(SG=.55) 9116" 1-3/8"
7)DESIGN PRESSURES: _` - Y,-SMS(G5)or A36 Steel,.125"min 3/8" Min.of 3 threads
A)NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST 72" B #12 410 SS 1 A653 Slud,.Gr-33,-0.0346"rnin_(20 Ge), 9/8'_..__beyond metal
PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. HEIGHT / I / - >
B)POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, SMS Aluminum,:6063-T5,.125"min. 3/8" substrate.
STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS PER65-718" 67-1/8" 1/4"Steel Concrete(min.2.9 ksi)—J7"—_1-318"
ASTM 6-1300. U71"C SASH I FIXED C Ultracon Grouted-filled Block,(ASTM C90) 2-112" 1-314"
BUCK VISIBLE i VISIBLE 1/4"410 SS Concrete(min.3.4 ksi) 1" 1-3/4"
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO HEIGHTLIGHT
RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN LIGHT CreteFleX Hollow Block,(ASTM C90) 1�WWI 1-1/4"
PRESSURE.THE 33 1l3%STRESS INCREASE HAS NOT BEEN USED IN 33-9116' 33-9116"
THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS SASH FIXED -
USED FOR THE EVALUATION OF ANCHORS INTO WOOD,ANCHORS THAT VISIBLE VISIBLE
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET LIGHT I LIGHT
THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION WEEPHOLE NOTES.(SEE WEEPHOLE DETAILS,SHEET 7 OF 8):
RESISTANCE. LL— A.REQUIRED IF WINDOW WIDTH IS OVER 67".
ALWAYS 3" B Imo- 3-3/16" B.REQUIRED IF WINDOW WIDTH IS OVER 45"AND UP TO 67".
REQUIRED IF WINDOW WIDTH IS OVER 89".
9)REFERENCES:TEST REPORTS FTL-6657 86658;ELCO ULTRACON REQUIRED C, PRODUCT REVISED _-
SEE NOTE D.THIS SHEET D.REQUIRED IF WINDOW WIDTH IS OVER 45".
NDA;ELCO CRETEFLEX NDA;ANSVAF&PA NDS FOR WOOD @ CORNERS_ -----�^•' m cwnpi}9ng with dm Flmids
CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. P.XO ELELEVATION ,OX_SIM.. �,��+""'���,, Building, 16-0629.02
10)THE 210 SERIES HORIZONTAL ROLLER WINDOW WAS FORMERLY _ `� '' 'onion Dffie 2
KNOWN AS THE 201 SERIES. :Sr..........•• i Revised By: Dote: Ravielon:
GENERAL NOTES............................1 .• 1.1%ENS�':�C�' B)ADDED SPACERS TO By
ELEVATIONS....................................1 '•� JR 05/05/16 SHEET B. Miami ode t
DESIGN PRESSURE RATING IMPACT RATING ANCHOR SPECIFICATIONS............1 ='* N0.58705 •:� Revleed W Dote.. Revision: -
VARIES, NOT RATED FOR ANCHOR SPACINGIQUANTITIES...2 -
SEE SHEETS 3&4 IMPACT RESISTANCE DESIGN PRESSURES,XO/OX........3 _
DESIGN PRESSURES,XOX............4 -�7 � '
INSTALLATION,STD MR.................5 ••, g f 1 ® DesenOtlon; Drown W.
STANDARDS USED: r6-o�'� , ��u; GENERAL NOTES&ELEVATION J ROSOWSKI
•2014 FLORIDA BUILDING CODE FBC,STH EDITION INSTALLATION,HD MR...................6 C�sS.!°(ORIDP,••- ` 1070 TECHNOLOGY DRIVE Tltfe: Date:
( ) GLAZING DETAILS..........................7
-ASTM 6-1300.04 CORNERASSEMBLY......................7 '��,/O/vAL ENG�•� N.VENICE, FL 34275
•ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION EXTRUSION PROFILES..................8 'tf/,,,tl„t1��\ P.O. BOX 1529 HORIZONTAL ROLLER WINDOW DETAILS 12/01/11
•ALUMINUM DESIGN MANUAL,ADM-2010 PARTS LIST.....................................8 NOKOMIS. FL 34274 Series/Modal: Seale: Sheat: Drawing No. Rew
•AISI-S100-07/S2.2010
A.LYNN MILLER.P.E. CERT. OF AIJTH. X29296 HR-210 NTS 1 OF 8 MD-HR210-01 B
P.E.#68705
SEE TABLE 2, XO,OX&XOX:
1 ANCHOR ON 1 ANCHOR ON THIS SHEET,FOR 1 ANCHOR ON EGRESS HEIGHT:(WH-4-5/8
EACH SIDE OF EACH SIDE OF ANCHOR EACH SIDE OF XO&OX:
1 ANCHOR AT THE MEETING 1 ANCHORAT 1 ANCHOR AT ,THE MEETING QUANTITIES THE MEETING i ANCHOR AT EGRESS WIDTH:(WWl2.3-1/2)
CORNER RAIL CORNER' CORNER RAIL -----------� RAIL CORNER EGRESSWI.1/4):
W/4-2-5176)
6"MAX. _ _ XOX(113-1/3-1/3):
EGRESS WIDTH:(WW13.6)
1MIN.3
MIN.3 I �1AN. JAMB CHOSIN
ANCHORS IN / / 17'MAX.
JAMB FOR 17"MAX.O.C.FOR WINDOWS UP / O.C.
WINDOWS UP WINDOWS UP TO 63' ANCHORS IN
TO 44",MIN.4 TALL,20'MAX.O.C.
ANCHORS IN FOR WINDOWS OVER 63" WINDOWS
BFOR
JAMB FOR
WINDOWS OVER 44"
OVER 44" a
6'MAX.
6"MAX. )~6"MAX.FROM 314"
—�'iMAX
MEETING RAIL(X2) \
6"MAX, --� r— �— 6'MAX.FROM 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:MH-4-7/8
XO&OX:
ANCHORAGE FOR ALL-XO/OX CONFIGURATIONS TABLE2: SASH&FIXED VISIBLE LIGHT WIDTH:(WW/2-3-7/16
L - - - = XOX(1/4-1/2.1/4):
FRAME HEIGHT
SASH VISIBLE LIGHT WIDTH:(WW/4-3-7/16)
FRAME FRAME 369/6' 44" 505/8" 63" FIXED VISIBLE LIGHT WIDTH:(WW/2-3-13/16)
TYPE WIDTH ANCHOR GROUP ANCHOR GROUP ANCHOR GROUP ANCHOR GROUP XOX(113-1/3-1/3):
SASH&FIXED VISIBLE LIGHT WIDTH:(WW/3-3-9/16)
1 A F B C A B C A B C A B C
1 ANCHOR ON ANCHOR 1 ANCHOR ON 53116•' 1 1 1 1 1 1 1 1 1 1 1 1
EACH SIDE OF AT EACH SIDE OF 7q•' 2 2 1 1 2 1 1 1 1 1 1 1
1 ANCHOR AT 1 ANCHOR AT
THE MEETING FIXED THE MEETING
CORNER RAIL LITE RAIL CORNER STANDARD 0. 2 2 2 2 2 1 1 2 1 1 1 1
MEETING
RAIL 9T' 2 3 2 2 2 2 2 2 1 1 1 1
W MAX._
i t 109' 3 3 -2 2 3 2 2 2 2 1 2 1
rL j 120' 3 3 3 3 3 2 2 2 2 2 2 1
I 53-7/B" 1 1 1 1 1 1 1 1 7 1 1 1
MIN.3 HEAVY 74" 2 2 1 2 2 1 2 2 1 1 1 1
ANCHORS IN DUTY W. 2 2 2 2 2 2 2 2 2 2 2 1
JAMB FOR / / MEETING 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
TO 44',MIN.4 O.C. _J
ANCHORS IN / / / HEE120" 3 4 3 3 4 3 3 3 3 2 2 2 PRODUCCg wiLhdD
JAMB FOR SEE TABLE 7,SHEET 1 FOR ANCHOR GROUP DESCRIPTIONS. as Building
Code Ilse Fh�ida
WINDOWS Building Code
Acceptance No 16-O�e29
OVER 44' "' Expi.1 Dale 2
Revised By: Date: Revision:
By
Mi D Pro@151
6'MAX. Revleed By: Date: Revision:
6'MAX. Imo— I 6"MAX.FROM --
I�— MEETING RAIL(X2) (/l ® Description: Drown By:
ANCHOR SPACING&QUANTITIES J ROSOWSKI
ANCHORAGE FOR ALL XOX(1/3-1/3-1/3)CONFIGURATIONS 1070 TECHNOLOGY DRIVE rift.: Dae.:
N. VENICE, FL sa275 HORIZONTAL ROLLER WINDOW DETAILS 12/01/11
P.O. BOX 1529
NOKOMIS: FL 34274 SerieslModel. Sa je. SheetDrowing 210—
No. ft.
A.LYNN MILLER,P,E. CERT. OF AUTH. 29298 HR-210 NTS 2 OF 8 MD—HR01 B
P.E.4 58705
PRODUCI'REVISED
m.-ptym with Ow Fklldo
Building Cude
Aaupinnco rx" «a•- 9�2
Expiration Dare
TABLE 3: By. i mfe product Con
xo OR OX
CONFIGURATIONS MAXIMUM DESIGN PRESSURE RATING(psf)
FRAME GLASS
STANDARD MEETING RAIL HEAVY DUTY MEETING RAIL _
TABLE 4: � �FRAME HEIGHT FRAME HEIGHT mY
WIDTH TYPE - Glass Types o _
38516" 44" 50518" 63" 383/8" 44" 50518" 63" 1 72"
116"Annealed O CV o
Glass 1 +55.0/-90.0 +55.0/-90.0 +55.01-86.9 +55.01-67.9 +55.0(-90.0 +55.01-90.0 +55.0/-86.9+55:0/67.9 WA 1 118"Tem red `- J o
26-1/2" Glass 2&3 +55.0/-90.0 +55.0/-90.0 +55.0130.0 +55.0/-90.0 +55.0/-90.0 +55.0/-90.0 +55.01-90.0 +55.0/-90.0 +55.0/-90.0 3116"Annealed' o Q �'
Glass 4&5 +55.0/-90.0 +55.0/-90.0 +55.01-90.0 +55.01-90.0 +55.0/-90.0 +55.01-90.0 +55.0/-90.0 +55.0/30.0 +55.0/-90.0 ?:IKLAnnealed W
Glass 1 +55.0/-73.5 +55.0/-61.2 +55.0/56.0 +49.7/-49.7 +55,0/-73.5 +55.0151.2 +55.0/•56.0 +49.71-49.7 WA13
1/8"Annealed-1/4"Airspace•1/8"Annealed
37" Glass 2&3 +55.0/-90.0 +55.0/30.0 +55.0/-87.2 +55.0/-67.2 +55.01-90.0 +55.0/-90.0 +55.0/-9D.0 +55.0130.0 +55.0%77.9 3 O
3116"AnnealedJ116"Airspace-1/8"Annealed
Glass 4&5 +55.0/-90.0 +55.0/30.0 +55.0/-90.0 +55.0/-84.0 +55.0/30.0 +55.01-90.0 +55.01-90.0 +55.0130.0 +55.01-78.1 311e'Tempered O co
Glass 1 +55.0/-67.5 +53.7/53.7 +44.6/-44.6 +35.5155.5 +55.0/-67.5 +53.7/53.7 +44.6/-44.6 +35.5/55.5 N/A 4 X Z LL
Glass 2 +55.0/-90.0 +55.0/30.0 +55.01-75.0 +55,0/57.1 +55.0/-90.0 +55.0/30.0 +55.0/-89.2 +55.01-77.2 +55.0/-65.8 1/4"Tempered O O
45" 118"Tempered-114"Airspace-1/8"Tempered O -
Glass 3 +55.01-90.0 +55.0130.0 +55,01-75.0 +55.0157.1 +55.0/-90.0 +55.0/-90.0 +55.0/80.3 +55.0163.9 +55.0/-57.1 6 ` X W
Tempered3/16"Airspace-1/6"Tempered
Glass 4&5 +55.0/-90.0 +55.0130.0 +55.0/-90.0 +55.0/-71.4 +55.0/30.0 +55.0/-90.0 +55.0/-90.0 +55.01-77.4 +55.0/-66.0 Lu J U)
or Glass 1 +55.0/56.0 +53.1/-53.1 +43.61.43.6 +32.3/-32.3 +55.0/-66.0 +53.1/53.1 +43.6/•43.6 +32.3/52.3 WA NOTES: y Z
Glass 2 +55.0/-90.0 +55.0/-85.1 +55.0/-70.5 +53.4/-53.4 +55.0130.0 +55.0/58.9 +55.0/-79.9 +55.01-68.0 +55.01-61.3 1)USE THISTABLE FOR ALL XO/OX WINDOWS PER U)
49 Glass 3 +55.0%90.0 +55.01-85.1 +55.0/-70.5 +53.41-53.4 +55.0/30.0 +55.0/30.0 +55.0/-78.5 +55.0158.1 +50.61-50.6 THE ELEVATION ON SHEET 1.DIMENSIONS SHOWN W Q
Glass 4&5 +55.0/-90.0 +55.0/-90.0 +55.0/-88.1 +55.01-66.7 +55.0/-90.0 +55.0/3ARE TIP-TO-71P.0.0 +55.0/-90.0 +55.01-72.3 +55.0/-61.5 LL W Z o
Glass 1 +55.0/-63.7 +52.4/52.4 +43.5143.5 +31.21-31.2 +55.0%63.7 +52.4/524 +43.5/ 3.5 +31.21-31.2 W 2)FOR SIZES NOT SHOWN,ROUND UP TO THE A $ $ Z O ••nII
NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION 0 N B
531!8" Glass 2 +55.0/-90.0 +55.0/-81.0 +55.0/56.7 +50.21-50.2 +55.0/30.0 +55.0135.0 +55.0/-73.8 +55.0159.4 +54.0/-54.0 SHOWN ON THE TABLE.
Glass 3 +55.0/-90.D +55.01.81.0 +55.01.66.7 +50.2/50.2 +55.0/30.0 +55.0/-90.0 +55.01-78.3 +55.0/56.2 +46.8/136.8 $ t
3)DESIGN PRESSURES MAY BE INTERPOLATED Y WF
Glass 4&5 +55.0/-90.0 +55.01-90.0 +55.0/-83.4 +55.0152.7 +55.0/-90.0 +55.0/-90.0 +55.0/-90.0 +55.015 Q8.0 +55.0/-57.4 BETWEEN SIZES. n t 8 n
Glass 1 +55.01-59.2 +50.4150.4 +42.8/42.8 +31.8131.8 +55.01-59.2 +50.4/50.4 +42.8/42.8 +31.8/51.8 N/A W
610 GGless.2N +55.0/-89.2 +55.01-75.1 +55.0/-61.1 +45.4/-45.4 +55.0/39.2 +55.0/-79.3 +55.0/-67.2 +51A/•51.0••+44.0/•44.0 CONFIGURATIONS APPLICABLE TO THIS SHEET: ® Q N m
' Glass 3 +55.0/30.0 +55.0/-75.1 +55.0/31.1 +45.4/-45.4 +55.01-90.0 +55.0/-90.0 +55.01-77.0 +55.0157.2 +46.4/•46.4 N n
Glass 4&5 +55.0/-90.0 +55.0/-90.0 +55.01-76.4 +55.0/56.7 +55.01-90.0 +55.01-90.0 +55.01-82.9 +55.0/-61.5 +51.81-51.8 o d x
Glass 1 +55.0/-56.3 +48.5/-48.5 +41.61.41.6 +32.0/32.0 +55.0/56.3 +48.51-48.5 +41.6/-41.6 +32.0152.0 N/A =_gym
Glass.23 +55.0/-79.7 +55.0/-72.5 +55.0158.5 +43.0/-43.0 +55.0/-79.7 +55.0/-77.1 +55.01-65.21q:,+41.2/41.2
a'..
66" Glass 3 +55.0/-79.7 +55.0/-72.5 +55.0/58.5 +43.01.43.0 +55.0/-79.7 +55.0/-79.7 +55.0/-74.9 +55.0157.6 +47.0147.0 oZ g
1 9
Glass 4&5 +55.0/-79.7 +55.01-79.7 +55.0/-73.1 +53.8153.8 +55.0/-79.7 +55.0179.7 +55.01-79.3 +55.0/58.3 +48.91.48.9
Glass 1 +51.1/-51.1 1+44.2/-14.2 +38.9/58.9 +30.0/50.0 +51.1/-51.1 +44.21134.2 +38.9/-38.9 +30.0/-30.0 WA
Glass 2 +55.01-63.5 +55.0/53.5 +55.0/55.3 +40.0/-40.0 +55.0/-63.5 +55.0/-63.5 +55.0/-62.0 +47.91117.9 +39.8/39.8 xo
74" Glass 3 +55.0/-63.5 +55.0/-63.5 +55.0/55.3 +40.0/-40.0 +55.0/-63.5 +55.0/-63.5 +55.0/-63.5 +54.1/•54.1 +45.0/-05.0
Glass 4&5 +55.0/-63.5 1+55.0/-63.5 +55.0153.5 +50.0%50.0 +55.0%63.5 +55.0/53.5 +55.0/-83.5 +54.2154.2 +45.1/45.1
Ox A.LYNN MILLER,P.E.
P.EJF 58705
PRODUCT REVISED
.a complying with the Flarlda
tRuilding Code
Acccptnn-No .0��
Espimi nDate
By
TABLE 5: Mi Dude Pr
XOXCONFIGURATION MAXIMUM DESIGN PRESSURE RATING(pso
STANDARD MEETING RAIL HEAVY DUTY MEETING RAIL
FRAME GLASS TABLE 6:
FRAME HEIGHT FRAME HEIGHT
WIDTH TYPE 38-3/8" 44" 50-5/8" 63" 38-3/8" 44" 50-518" 63" Glass Types o
3116"Annealed Q a O
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 +55.01-90.0 +55.01-78.9 2 U) u �- J o
49" 1/4"Annealed y.Q `g
Z Glass 4&5 +55.0/-90.0 +55.0/-90.0 +55.0/-89.1 +55.01-69.1 +55.0/-90.0 +55.01-90.0 +55.01-90.0 +55.01-90.0 Q 7
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 t/8"Annealed 1/4"Airspace 118"Annealed 3 4' _ �
53-1/8" 3 3/16"Annealed-3116"Airspace-118"Annealed c W'
Glass 4&5 +55.01-90.0 +55.0/-90.0 +55.0/-83.2 +55.0/-64.3 +55.0/-90.0 +55.01-90.0 +55.0/-90.0 +55.01-90.0 0 .
3/16"Tempered
Glass 2&3 +55.0/-90.0 +55.0/-76.3 +55.01-63.9 +49.0/-49.0 +55.01-90.0 +55.01-90.0 +55.0/-85.1 +55.0/-65.3 q � g�
Z 61 Glass 4&5 +55.01-90.0 +55.0/-89.0 +55.0/-74.5 +55.0/-57.1 +55.01-90.0 +55.0/-90.0 +55.01-90.0 +55.0/-84.5 1/4"Tempered Q
- 1/6"Tempered-1/4"Airspace-1/8"Tempered
� co
Glass 2&3 +55.0/-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 +55.0/-55.8 5 Z W
74 Glass 4&5 +55.0/-90.0 +55.0/-77.9 +55.0/-64.5 +48.8/A8.8 +55.0/-90.0 +55.01-90.0 +55.0/-90.0 +55.0/-72.2 3116 Tempe ed-3116"Airspace 118"Tempered X m O
85" Glass 2&3 +55.0/-75.6 +55.0/-61.5 +50.4/-50.4 +37.7/-37.7 +55.0/-90.0 +55.0/-81.8 +55.01-67.2 +50.31-50.3 §" x w H
Glass 4&5 +55.0/-88.2 +55.0/-71.7 +55.0/-58.8 +44.0/-44.0 +55.0/-90.0 +55.01-90.0 +55.01-86.9 +55.01-65.0 W W N
M 90" Glass 2&3 +55.0/-73.8 +55.01-59.6 +48.6/-48.6 +36.2/-36.2 +55.01-90.0 +55.0/-79.5 +55.0/-64.8 +48.2/-48.2 NOTES: Z) Q E Z
Glass 48.5 +55.01-86.1 +55.0/-69.6 +55.01-56.7 1+42.2/-42.2 +55.0/-90.0 +55.01-90.0 +55.0/-83.9 +55.0/$2.4 C/) c
1)USE THIS TABLE FOR ALL XOX WINDOWS PER
THE ELEVATIONS ON SHEET 1.DIMENSIONS LLI J
Glass +55.01-90.0 +55.01-79.5 +55.0/-66.4 +50.8/-50.8 +55.0/-90.0 +55.0/-85.0 +55.01-73.8 +55.0/-59.4 SHOWN ARE TIP-TO-TIP. W' 1¢-
53-1/8" Glass 3 +55.01-90.0 +55.0/-79.5 +55.01-66.4 +50.8/-50.8 +55.0/-90.0 +55.01-90.0 +55.01-78.3 +55.0%56.2 Il Z o
2)FOR SIZES NOT SHOWN,ROUND UP TO THE $ $
Glass 4&5 +55.0/-90.0 +55.01-90.0 +55.0/-77.5 +55.0/-59.2 +55.0/-90.0 +55.01-90.0 +55.01-90.0 +55.0/-87.5 NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION Z O `N
Glass 2 +55.01-80.4 +55.0/-64.9 +52.9/-52.9 +39.3/-39.3 +55.0/-83.1 +55.0/-72.8 +55.0/-62.0 +47.9/-47.9 SHOWN ON THE TABLE.
74" Glass 3 +55.0/-80.4 +55.01.64.9 +52.9/-52.9 +39.3/-39.3 +55.01-90.0 +55.0/-79.6 +55.0/-70.0 +52.5/-52.5 3)DESIGN PRESSURES MAY BE INTERPOLATED s 3 W Q
Glass 4&5 +55.0/-90.0 +55.0/-75.8 +55.0/-61.8 +45.9/-15.9 +55.0/-90.0 +55.0/-90.0 +55.0/-90.0 +55.0/-67.8 BETWEEN SIZES,
Glass 2 +55.01-74.7 +55.0/-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
85" Glass 3 +55.01-77.2 +55.0/-61.2' +49.11-49.1 +35.8/-35.8 +55.0/-81.9 +55.0/-71.1 +55.0/-62.8 +47.81-47.8 CONFIGURATIONS APPLICABLE TO THIS SHEET: ® N
LL
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 +55.0/-61.8
L) 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 +43.91.43.90 x E
N 97" Glass +55.0/-72.5 +55.0/-58.8 +46.3/-46.3 +33.1/-33.1 +55.0/-72.5 +55.0/-63.7 +54.71-54.7 +44.2/-44.2 Za
Glass 4&5 +55.0/-87.0 +55.0/-68.6 +54.1/-54.1 +38.7/-38.7 +55.0/-90.0 +55.01-90.0 +55.0/-79.9 +55.0/-57.1
Glass2 +55.0/-56.7 +53.4/-53.4 +44,7/-44,7 +31.21-31.2 +55.01-56.7 +53.4/-53.4 +48.4/-48.4 +40.5/40.5 oz z
a 109" Glass 3 +55.01464.8 +55.0/-55.8 +44,71-44.7 +31.21-31.2 +55.0/-64.8 +55.01-55.8 +48.21-48.2 +39.6/-39.6 f
Glass 4&5 +55.0/-84.7 +55.0/-66.5 +52.2/-52.2 +36.4/-36.4 +55.0/-90.0 +55.01-90.0 +55.0/-77.1 +53.81-53.8
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 +47.91-47.9 +44.3/-44.3 +37.5/-37.5
120" Glass 3 +55.0/-57.6 +51.1/-51.1 +43.6143.6 +30.0/-30.0 +55.01-57.6 +51.1/-51.1 +44.1/-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
XOX(1/4.1/2.114) A.LYNN MILLER,P.E.
P.E.N 68705
•I p .
INSTALLATION OPTION 1 CONCRETE/CMU STANDARD MEETING RAIL 1XWOOD
INSTALLATION ANCHORS INTO 2X WOOD. PER ANCHOR •CONCRETE
REQUIREMENT TYP.ENT AND TYPE, BUCKSTRIP,
EDGE EMBEDMENT AND EDGE SEE NOTE 2, OR CMV
OPTIONAL 2X W000 DISTANCE EMBEDMENT DISTANCE PER SUBSTRATE, THIS SHEET. ° PER
80 ADDON 11 SEE TABLE I,SHEET I. ANCHOR
FLANGE @ \ \ 114"MAX REQUIRE-
SHIM 23 MENT
HEAD, 90
SILL 8 JAMBS � EDGE / 93 30
DISTANCE X r 54, X
\EMBED-
MENT
SASH _•`'-
SASH IL O VISIBLE
TYP.ANCHORVISIBLE I LIGHT EDGE
1 TYPE,EMBEDMENT ° 57 LIGHT WIDTH DISTANCE
ANDEDGE :e: WIDTH , ---- --- '•
DISTANCE PER ""-
II II SUBSTRATE,SEE 76 FIXED 74 J1-
I� I� TABLE 1,SHEET 1. 25 24 LIST L 70� 5
I
II II II 21 80 STANDARD 6 WIDTH STANDARD EMBED-
�� II II INSTALLATION MEETING RAIL EXTERIOR 8 MEETING RAIL 1X WOOD MENT
1 1 jl OPTION 2 BUCK INSTALLATION
FIXED VISIBLE I� I( II INSTALLATION OPTION 3
I� II II ANCHORS DIRECTLY BUCK WIDTH INSTALLATION ANCHORS
LIGHT II III II INTO MASONRY. TIP-TO-TIP WIDTH
(HEIGHT II III II SASH HORIZONTAL SECTION A-A THR INTO MASONRY.
IP
MASONRY.
TIP-TO-TIP II 11I �I VISIBLE
HEIGHT I. I I LIGHT r— 1/4'MAX.SHIM
II III Ij HEIGHT 2X WOOD TYP•ANCHOR TYPE,
BUCK ISI II #12 STEEL �� 4 EMBEDMENT AND EDGE
HEIGHT I� II Ij X SELF-DRILLING 10 X 11 DISTANCE PER SUBSTRATE,
I SMS(GS),SEE TABLE SEE TABLE 1,SHEET 1.
1,SHEET 1.
II II II
24 Ili III II DADE APPROVED -----. —. ----
III III II 32 MULLION,ALUMINUM, ( O
III I 31 STEEL FRAMING OR STEEL I SASH VISIBLE
STUD.SEE SUBSTRATE —�1 LIGHT WIDTH
57 II II 4•CUT LENGTH PROPERTIES,TABLE I, �^ ______
12 @ EACH SHEET 1.
3 MEETING RAIL EXTERIOR 26 FIXED VISIBLE
INSTALLATION � LIGHT WIDTH
STANDARD 5 INSTALLATION
TYP.ANCHORTYPE, OPTION 4 MEETING RAIL OPTION'I
EMBEDMENT AND EDGE
DISTANCE PER INSTALLATION BUCK WIDTH INSTALLATION
2 ANCHORS
SUBSTRATE,SEE r TIP-TO-TIP WIDTH ANCHORS INTO 2X
29 TABLE 1,SHEET 1. DIRECTLY INTO WOOD. ---�
METAL. HORIZONTAL SECTION C-C
1 •
BUCKST
BUCKSTRIP, NOTES: ?RODVCT REVFSED
SEE NOTE 2, 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE I OF SHEET 1.FOLLOW EMBEDMENT AND EDGE ss complying with the Florida
THIS SHEET. DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OFTHE WINDOW. Building Code
A—ptence No crO-or i.oz
1/4"MAX SHIM 2)ALL WOOD BUCKS LESS THAN 1-1/2' Revised BY: Dote: Revision: E i "Dau 2n22
THICK ARE TO BE CONSIDERED 1X By
INSTALLATIONS.1X WOOD BUCKS ARE ;i.i. Minia 1'tMnct Cantfol
1X WOOD _° CONCRETE PER OPTIONAL.UNIT MAY BE INSTALLED _
BUCK ^• a ANCHORDIRECTLY TO SUBSTRATE.WOOD BUCKS Revised BY Gate: Revlalon:
EXTERIOR REQUIREMENT DEPICTED AS 2X ARE 1-1/2'THICK OR
GREATER.1 X AND 2X BUCKS(WHEN
• USED)SHALL BE DESIGNED TO PROPERLY _ ® Description:
Dmnn By:
escr
INSTALLATION TRANSFER LOADS TO THE STRUCTURE. �j �f[� _ INSTALLATION DETAILS,STD MR J ROSOWSKI
WOOD BUCK DESIGN AND INSTALLATION
VERTICAL SECTION B-B OPTION 3IS THE Date:
INSTALLATION ANCHORS ENGINERESPONSIBILITYOR
ECT THE 107. TECHNOLOGY DRIVE Title:
THROUGH IX BUCKSTRIP ENGINEER HI THICKNESOF S
RECORD. N.VENICE, FL 34275 HORIZONTAL ROLLER WINDOW DETAILS 12/D1/11
MAXIMUM SHIM THICKNESS TO BE 1/4°. `-� '�'` •� P.O. BOX 1529
INTO h1ASONRY. NOKOMIS; FL 34274 Sedea/Madah Scale: Sheet: Oravfng No. Rev:
A.LYNN MILLER,P.E. CRT.EOF AUTH. #29296 HR-210 NTS 5 OF 8 MD-HR210-01 B
P.E.#58705
INSTALLATION OPTION 1 CONCRETE/CMU HEAVY DUTY MEETING RAILO 1XWOOD
INSTALLATION ANCHORS INTO 2X WOOD. PER ANCHOR
TYP.ANCHOR TYPE, BUCKSTRIP, •CONCRETE
REQUIREMENT
EDGE EMBEDMENT AND EDGE SEE NOTE 2, OR CMU
OPTIONAL 2X WOOD DISTANCE EMBEDMENT DISTANCE PER SUBSTRATE, THIS SHEET. ° PER
80080 ADDON 11 SEE TABLE 1,SHEET 1. '' ANCHOR
FLANGE @ 1/4"MAX REQUIRE-
HEAD, EDGE SHIM 23 93 30 90 10 MENT
SILL 8 JAMBS EMBED- DISTANCE ° X O 54 X
MENT
44
SASH
SASH OVISIBLE _ VISIBLE
1 TYP.ANCHOR ,, 157 LIGHT IIS— - ____ WDTH .I�,DISTANCE
LIGHT EDGE
TYPE,EMBEDMENT ° ____-
AND EDGE WIID�TH '•. °, •�'
US ANCE TRATE,EP, FIXED 74
II II SUBSTRATE,SEE 76 VISIBLE
I TABLE 1,SHEET 1. 2q 70 -�
I II II - 25 C LIGHT � 5 -
I� 21 60 WIDTH 1X WOOD_/ EMBED- ��-
I Ii f MENT
INSTALLATION EXTERIOR
III III III n HEAVYDUTY
RAY HEAVY BUCK INSTALLATION
FIXED I . OPTION 2 M.... IL MEETINGRAIL
-
VISIBLEI. I II INSTALLATION OPTION 3
ANCHORS DIRECTLY
LIGHT BUCK WIDTH
II II II ' TIP INSTALLATION ANCHORS
I, -TO-TIP WIDTH
HEIGHT II II I`. INTO MASONRY. THROUGH 1X BUCKSTRIP
jl II j SASHINTO MASONRY.
HORIZONTAL SECTION A-A
TIP-TO-TIP Ij II �I VISIBLE
I I LIGHT ---�-1 �+- 114'MAX.SHIM
HEIGHT I I� HEIGHT
II II II 5 2X WOOD TYP.ANCHOR TYP E,
II II �I #12 STEEL � 4
HEIGHT II I II X SELF-DRILLING 10 11 EMBEDMENT AND EDGE
BUCK
SMS(G5),SEE TABLE X `� DISTANCE PER SUBSTRATE,
II II II SEE TABLE 1,SHEET 1,
1,SHEET 1.
li II ij
24 II �I I� DADEAPPROVED
32 MULLION,ALUMINUM, I
II 31 STEEL FRAMING OR STEEL SASH VISIBLE I -- O
---- ----- - 1
57 STUD.SEE SUBSTRATEIll LIGHT WIDTH IIIA II
II 4"CUT LENGTH PROPERTIES,TABLE 1,
12 @ EACH SHEET 1.
3 MEETING RAIL EXTERIOR 25 FIXED VISIBLE
INSTALLATION rl LIGHT WIDTH INSTALLATION
TYP.ANCHOR TYPE, OPTION V HEAVYDUTY
EMBEDMENT AND EDGE INSTALLATION MEETING RAIL 7 OPTION 1
2 DISTANCE PER ANCHORSINSTALLATION
SUBSTRATE,SEE DIRECTLY INTO ANCHORS INTO 2X
29 TABLE 1,SHEET 1.
METAL. BUCK WIDTH WOOD. --`
1X WOOD NOTES: TIP-TO-TIP WIDTH •
BUCKSTRIP. 1)USE ONLY SUBSTRATE-APPROPRIATE PRODUCT REVISM
J� SEE NOTE 2, ANCHORS LISTED ON TABLE 1 OF SHEET 1. HORIZONTAL SECTION C t s compt}•ing with the Fiaida
THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE -C Bu;lding Code
Acceptanr.Mo .02
1/4"MAX SHIM LIMITS.ANY INSTALLATION OPTION SHOWN pi Date Q2°Z
MAY BE USED ON ANY SIDE OF THE WINDOW. Revised BY: Date: Revision:
1X WOOD •• 2)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ' Mi Yrttdutt
BUCK CONCRETE PER ARE TO BE CONSIDERED 1X INSTALLATIONS.1X Revised By. Dote: Revision:
ANCHOR WOOD BUCKS ARE OPTIONAL.UNIT MAY BE
EXTERIOR j INSTALLED DIRECTLY TO SUBSTRATE.WOOD _
REQUIREMENT BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR _ Dm vn W.
GREATER.1X AND 2X BUCKS(WHEN USED) ® Description:
INSTALLATION SHALL BE DESIGNED TO PROPERLY TRANSFER I� INSTALLATION DETAILS, HD MR J ROSOWSKI
OPTION 3 LOADS TO THE STRUCTURE.WOOD BUCK :
VERTICAL SECTION 13-13 INSTALLATION TECHNOLOGY DRIVE 7rHe: Date
INSTALLATION ANCHORS DESIGN AND INSTALLATION IS THE .. N. VENICE, R 34275 HORIZONTAL ROLLER WINDOW DETAILS 12/01/11
THROUGH I X BUCKSTRIP RESPONSIBILITY OF THE ENGINEER OR �. :�' P.O. BOX 1529
INTO MASONRY. ARCHITECT OF RECORD.MAXIMUM SHIM NOKOMIS: FL 54274 SeriaslModd; Scale; Sheet: Omwing No. Rev.
THICKNESS TO BE 1/4'. A.LYNN MILLER,P.E. CERT, OF AUTH. 029296 HR-210 NTS 6 OF 8 MD-HR210-01 B
P.E.#58705
•
1/8"ANNEALED OR PRODUCT Rf VISCD
TEMPERED GLASS ns cnmplying with the Florida
1 8 1 li Ouilding Code
40 /—90 _. cptnacc No �L2
/.
40 ji F.pimtion Dale
3
27 ! GLASS BI By
j viarui r!dc Ptvduct Coo• -
/ ,
81
m'
40 8
"
® 28 I m i I 1/8GLAZING DETAIL 07
C)
Q N
' 3/16"ANNEALED OR Ot
TEMPERED GLASS .�j TE ANNEALED SS o •• (n O
C 1 � TEMPERED GLASS � � �'.Q � � � J —
3 28 6 C
II 923 12 55 58 II o •� ;¢ WIn ,4 .382"MIN. .382"MINIIII Q 2oGLASS BITE GLASS BITE IIII Q81 U) 00
O Z O
ao ® ® ao 06
3/16"GLAZING DETAIL 1/4"GLAZING DETAIL — } w N
J J (n
2 8 2 co
1/2"MIN. 2 Q e Z
s FRAME SASH 40 MEETING GLASS STACK Lu
26 CORNERS CORNERS RAIL 1/4"AIRSPACE
TEMPERED ALED
SS y m < Q
TEMPERED GLASS 1/8'ANNEALED OR Q I"-'
ASSEMBLY DETAILS I TEMPERED GLASS o o w ZO N
57 �. �I 93 o`Z N Q.'
.382"MIN. j II 8 m •g6�gQ 8 Q _
GLASS 81TE
m
II O SILL ADAPTER 81
60-63
II ® ONNN N
1/2"I.G.GLAZING DETAIL ��
3 1/4"AIRSPACE o %, T
3 =cWi Ql .\
U—�z,�C
/ 1/2"MIN.
2 GLASS STACK o= z
.250"
,330^ ANNEALED OR 3/16'AIRSPACE
TEMv
—►{ EM
TPERED GLASS 1/8°ANNEALED OR ,
O OT80" .415" TEMPERED GLASS
94
57
�-.- 1.200" 1.200" '
\ WEEPHOLES .382"MIN. II
/ GLASS BITE II II -
1.500'
WEEPHOLE DETAILS 60-63
SILL
O
SHOWN WITHOUT WEEPHOLECOVERS. 112"I.G.GLAZING DETAIL
SEE SHEET 1 FOR QUANTITY AND SPACING 3/16'AIRSPACE
A.LYNN MILLER;P.E.
0.E.a 58705
TABLE 7:
item Dwg# Part# Description Material SILICONE
-- 2.000'
r.".
21513 6215W Frame Head 6063-T6 -Tr- .eTs• I�
284 6264W Frame Sill 6083-T5 STRUCTURAL 114"NOM. s000. -tsar--1
265 6265BW Sill Adapter 6063T6 POLYISOBUTYLEN
218A 6218W Frame Jamb(Fixed) 6063-T6 WITH DESICCANT
219 61DBBW Flame Jamb(Operable) 6063-T5 EXT.GLASS O KODISPACE 2.826- .OfiY
4SG TPS - 050
2208 6220W Fixed Meeting Rail 606376 I - os2 2626 2726
267 6267W Heavy Duty Fixed Meeting Rail 606376 223A 6223W Sash Top&Bottom Rail 6063T6 1.82r
9 223A 8223W Sash Bottom Rail 6063-TG
10 221B 6221 BW Sash Side Rail 6063-TB INT.GLASS ,062• .062•
11 222 6222W Sash Meeting Rall 6063-T6 .050•
12 270 6270W Dogbone Reinforcement 6063-T6 ALUMINUM OFRAME HEAD 0FRAME SILL O3 SILLADAPTER 4O FRAME JAMB(FIXED)
13 2785 62785W Sash Stop 6083-T5 REINFORCEMENT 6063-T6 ALUMINUM 6063-T5 ALUMINUM 6063 TB ALUMINUM 6063T6 ALUMINUM
20 4080 74080BK Meeting Rail Sweep Latch Plug Rigid PVC _
21 242 42105W Sash Top Guide(Anti-rack) Rigid PVC 5116"NOM. 1.54r--{
22 227 42114W End Cap Rigid PVC BUTYL& I t.66z L
23 1213 6Q200K .190"X.20U'Q-Ion Wstp.(Frame) Flex PVC 70 DESICCANT
24 4066 64066G .187"X.230"Fin Wstp. FOAM
DURASEAL
25 1003C 66601K Bulb Vinyl Wstp.(Sash) Flex PVC 70 EXT.GLASS I st osz-
26 275C 70275CK Frame Sill Gasket Polyethylene SPACER .o6z• --{ .e2s•
27 273A 70273AK Frame Head Gasket Polyethylene 2209. t.s6z•-- 2.016• T
28 280 702809K Sash Gaskets Polyethylene -i, .01 ,093• I}
29 7HRKITW Weephole Cover Plastic INT.GLASS 7 010• 1.062•
30 1096 71096W Sweep Latch Cast Zlnc .082* 1
31 225 42112N Roller Housing&Guide Vinyl
HOT-MELT BUTYL 5 FRAME JAMB(OPERABLE)
32 226 7BRWHL2 Roller Brass O6 FIXED MEETING RAIL O7 MO FIXED MEETING RAIL BO SASH TOP B BOTTOM RAIL
40 1155 781PQA #8 X 1"QUAD Pn SMS Steel STRUCTURAL 6063-T5 ALUA7INUM
SILICONE 606176 ALUMINUM 8083.78 ALUMINUM 808376 ALUMINUM
41 1155-1 781PQX #8 X 1"Sq.Pn.SMS 410 SS FOAM 3/16"NOM. -
42 781PSTX #8X1"Sq.Pn.Twin Fast SMS 410 SS WITH I`-1.616- 7.766•-�
43 78X38PSA #8 X.375"Sq.Pn.SMS Steel DESICCANT
44 1016 7858WW #8 X.625°Ph.FI.SMS Steel SUPER 093" .os2°
5D 1265.3 712653K Setting Block 3132"X 1/4"X V EPDM EXT.GLASS s2 SPACER®NXT'.A ,.,,5•-•{
51 1267 71267N Setting Block 1/B"X 1/2"X 1" EPDM 7'G05• t.asr
54 1625 61625W 1/8"Bead Aluminum 062 1
55 2719 65016W 3116"Bead Aluminum J_ .002•
+==j
56 1263 65133W 1/4'Bead Aluminum INT.GLASS
70 SASH BIDE RAIL 1�SASH MEETING RAIL 72 DOGBONE REINFORCEMENT
57 1253 6Vr48W I.G.Bead Rigid PVC 608346 ALUMINUM 6063T6ALUMINUM 606376 ALUMINUM
70 1014 61014FW Screen Frame Aluminum
POLYISO- DESICCANT FILL AREA
71 1831 47041W Screen Comer Key No Ring Vinyl I•�7.174•-I
BUTYLENE i
72 1630 47042W Screen Comer Key with Ring Vinyl SEAL , 5116"NOM. 1.1er
73 320 7320SPNG Screen Spring Spring Steel SILICONE SEAL .Te,• .a4o• 050
74 1624 61624K Screen Spline-.135"Dia.Foam Rubber ROLL-FORMED _
75 1635 61635K Screen Spline-.135"de.Hard Rubber STAINLESS STEEL
76 Screen Cloth Fiberglass 63 XL EDGE'" .050'
80 134 66615W Add-on Flange(Optional) 6083-T8 SPACER ,3 SASH STOP M 8ADDON FLANGE i'I:ODUCT'REViSFD
EXT.GLASS 806375 ALUA7INUM 6061TBALUMINUM a3 cemptyle8 With do Flo"
B1 Dow Coming 899 Silicone Glazing Sealant or Equiv. _ ¢uitdiag C°ee
90 1/8'Annealed or Tempered Glass Aa pmr;wNo Itio-1'06 :02
t71I1II III,, h: m1' Dare Q
91 3/16"Annealed or Tempered Glass \�� N N ,� Revised W. Det. ReNalon:
92 1/4°Annealad or Tempered Glass ;.` .r,.-"*.."'••N�'/ �i JR 05/05/16 B)ADDED SPACERS BY
83 1/8°-1/4"Alr-1/8"An.or Temp.I.G. INT.GLASS PC�.•' lI2;ENS�c'•.�(�
Revised 6y: Date: ReWslon:
94 1/8°-3/16"Air-3/16"An,orTemP•I.G. No.5B705 •.1
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Part# Descrt
Description Material _ •• * Drmrn ar•
-t7 ptkm:
so Kommeding4SGTPsSpacer System �= NJ BOM&PART DETAILS J ROSOWSKI
B1 Quanex Super Spacer nXT with Hot Melt Butyl See this %O'n F 1070 TECHNOLOGY DRIVE Tee: Date:
Sheet for Cr -'•.�ORIDP,.•'-
63 CardnalN Edge Spacer Materials ,62 Quanex Duraseal Spacer ,�SisZONAI �NG\\`\ NOKOMVENICE,
SOF113 274 HORIZONTAL ROLLER WINDOW
DETAILS 12/01/11
REFERENCE TEST REPORTS:FTL•6717,8968&8970 I I I I I I I Seriee/Modet: Scats: Sheet: Drow w Na. iter.
A.LYNN MILLER,P.E. CERT. OF AUTH. #29296 HR-210 NTS 8 OF 8 MD-HR210-01 B
P.E.4 58705