HomeMy WebLinkAboutNotice of Acceptance MIAMI•DADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT Or 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) ",mv.miamidade.goy/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control
Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PER
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"Aluminum Horizontal Rolling Window-N.I.
APPROVAL DOCUMENT: 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.,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.
)IISSILE 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 Iiterature. 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 land evidence pages E-1 and'
E-2,as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
1`h?A No.A6_-0629.02
llAM[# DE OUNTr Expirxtibsa Date: April 05,1f32?
.. �, i
Appro6;�l.gate: Aagnst.*15 2im,
Page;
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,Durasealo spacer system, Super Spacer®NXTTM spacer system and XL
EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E.
2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3) Water Resistance Test,per FBC,TAS 202-94
4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94
along with marked-up drawings and installation diagram of an aluminum horizontal
sliding window,prepared by Fenestration Testing Laboratory, Inc.,Test Reports No.
FTL-6657 and FTL=6658, dated 10/17/11 and 10/18/11 respectively, and addendum
letters for each dated 03/22/12,all signed and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 11-1201.04)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5th
Edition (2014), dated 05/29/15,prepared by manufacturer, signed and sealed by
Anthony Lynn Miller,P.E.
(Submitted under previous NOA No. 15-0609.05)
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
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
PGT Industries,Inc. 'I
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
JJi
I
F. STATEMENTS
1. 'Statement letter of conformance, complying with FBC-2010 and FBC-5te Edition
(2014), dated May 26, 2015, issued by manufacturer, signed and sealed by Anthony
Lynn Miller,P.E.
(Submitted under previous NOA No. 15-0609.05)
2. Statement letter of no financial interest, dated May 26, 2015, issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
(Submitted under previous NOA No. 15-0609.05)
3. Laboratory compliance letter for Test Reports No. FTL-6657 and FTL-6658, issued
by Fenestration Testing Laboratory, Inc., dated 10/17/11 and 10/18/11 respectively,
both signed and sealed.by Marlin D.Brinson,P.E.
(Submitted under NOA No. 11-120L 04)
4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016,
signed by Ishaq Chanda,P.E.
i
G. OTRERS
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.
I
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Manuel Pere - :1t.
Pr.oductContrdl Ex, ner
KOA No. 16=0629.P.2
Expiration+_'-Date: Apt•il 05,2
Apordvai DA(c: August0.1,LCri6
E-2
GENERAL NOTES SERIES 2 6 NON-IMPACT 120'WIDTH so w1DrH
HORIZONTAL ROLLER WINDOW_ 119"BUCK WIDTH — a9^BUCK wIDTH
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED 70 COMPLY WITH rB 5 8 6 SHEETS 8 SHE
ETS
THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE
HIGH VELOCITY HURRICANE ZONE(HVHZ). �FIXED I
2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS 26.3/8'
REGIONS. .. A A 5&SHEETS A VISIBLE /� A SHEETS
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY LIGHT / 5&6
MIAMI•DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS 63 [LIGHT
58-1/8" / 63" 56-718"
HEIGHT 58-1/8"
USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE.ASTM C90 FIXED HEIGHT SASH / FIXED
CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER VISIBLE VISIBLE VISIBLE \--
ANCHORTYPE,SEE TABLE 1,SHEET 1. 6Z; LIGHT 62" LIGHT LI IHT4)ALL WOOD BUCKS LESS THAN 1-1/2-THICK ARE TO BE CONSIDERED BUCKBUCK
HEIGHT HEIGHT 2B-7l18"
1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNff IS 56-3/16"FIXEDINSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X VISIBLE LIGHT SASHARE 1-1/2'THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL VISIBLEBE DESIGNED TO PROPERLY TRANSFERLOADS TO THE STRUCTURE. LIGHTWOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OFTHE ENGINEER OR ARCHITECT OF RECORD. �_-�- {-
ALWAYS SEE NOTE A, 8 —�'-I ""•— 3-3/16' ALWAYS SEE NOTE A. B !-
SEE NOTES B&C. —�-I �— 3-3/16'
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 Or SUFFICIENT EMBEDMENT AS @ CORNERS @ CORNERS SEE NOTES
SPECIFIED ON TABLE 1,SHEET 1.NARROW JOINT SEALANT IS USED ON TYP XOX(1/4-1/2-1/4)ELEVATION B 8 C.THIS SHEET
ALL FOUR CORNERS OF THE FRAME.INSTALLATION ANCHORS SHOULD .
BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER ��------ 74'WIDTH TYP.XOX(1/3-1/3-1/3)ELEVATION
RESISTANCE OF INSTALLATION SHALL C DONE 8V OTHERS AND IS �I� 73-BUCK WIDTH
BEYOND THE SCOPE OF THESE INSTRUCTIONS. I '
B SHEETS TABLE 1:
6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE 5&6 Anchor
PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF Anchor Substrate Min.Edge Md
i Group Distance Embedment
TRANSFERRING APPLIED LOADS.SHIM TO BE NO MORE THAN 1/4" _ _ _ _____ _ 1/4"Steel
THICK.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED A Hollow Block,(ASTM C90) 2-1l2" 1-1/q'
TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW.' SHEETS
I Ullracon
C
7)DESIGN PRESSURES: 5&6 #12 Steel P.T.Southern Pine(SG=.55) 9116, 1-3/8"
A)NEGATIVE DESIGN LOADS BASED ON STRUCTURALTEST 72. I B SMS(GS)or A36 Steel,.125"min 3/B" Min.of 3lhreads
PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. #12 410 SS A653 Stud,Gr.33,0.0346"min.(20 Ga) 318" beyond metal
B)POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, HEIGHT I SMS Aluminum,6063-T5,.125"min. 3/8" substrate
STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS PER 65-7/8, 1!4"Steel Concrete(min.2.9 ksi) 1" 1-3/8"
ASTM E1300. 71� 67-118'
BUCK SASH FIXED C Ultmcon Grouted-filled Block,(ASTM C90) 2-112" 1-314"
VISIBLE VISIBLE 1/4"410 SS Concrete 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO HEIGHT I (min,3.4 ksf) 1" 1-3/4"
RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN LIGHT LIGHT CreleFlex Hollow Block,(ASTM C90) 1-3/4" 1-1/4"
PRESSURE.THE 33 113%STRESS INCREASE HAS NOT BEEN USED IN 33-9l16' 33-9/16"
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. J A.REQUIRED IF WINDOW WIDTH IS OVER 67'.
ALWAYS 3- J B 3-3/16" B.REQUIRED IF WINDOW WIDTH IS OVER 45"AND UP TO 67'. •
9)REFERENCES:TEST REPORTS FTL•6657&6658;ELCO ULTRACON REQUIRED C.REQUIRED IF WINDOW WIDTH IS OVER 89".
NOA;ELCO CRETEFLEX NOA;ANSIlAF&PA NOS FOR WOOD @ CORNERS SEE NOTE D,THIS SHEET D.REQUIRED IF WINDOW WIDTH IS OVER 45". PRODUCT PF.VISED
CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. as c n,piting with the Florida
TYP.XO ELEVATION(OX SIM.) Balding Dade
Building
to c� 6 G622
10 THE 210SERIES HORIZONTAL ROLLER WINDOW WAS FORMERLY P
KNOWN AS THE'201 SERIES.- i .. ro Ian c li
22
'� Revised By; Dale: Revision:
GENERAL NOTES............................1 P�', ll%ENSF•.�(!�� B)ADDED SPACERS TO By_
ELEVATIONS...................NS............1 .� JR 05/05/16
DESIGN PRESSURE RATING IMPACT RATING ANCHOR SPECIFICATIONS............1 =*,� No.58705 �� Revised ey: Dote: SHEET 8. Miami ndc Prna :i Cra Yo!
VARIES, NOT RATED FOR ANCHOR SPACINGIQUANTITIES...2 - Revision:
SEE SHEETS 3 8 4 IMPACT RESISTANCE DESIGN PRESSURES,XOIOX........3 = ��
DESIGN PRESSURES,XOX............4 / /
STANDARDS USED: INSTALLATION,STD MR.................5 O •-, SS j p •• �q Description: Drown BY.,
FLORIDA BUILDING CODE(FBC),STH EDITION GLAZING DINSTALLATETAILON S MR.....:.::::.:..:6 %��S'.;°_C ORIOA .•'•�1� � GENERAL NOTES&ELEVATION J ROSOWSKI
•ASTM E1300-04 - CORNER ASSEMBLY......................7 �i s/ -"--•'• �j� 1070 TECHNOLOGY DRIVE Title:
°NaL EN Date:
•ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION HORIZONTAL ROLLER WINDOW DETAILS 12/01/11-ALUMINUM DESIGN.MANUAL,ADM-2010 EXTRUSION PROFILES..................8 r///.....111 tt`\ N.
P.O. BOX 01 2975
PARTS LIST..................................... 6 5enes/Model: scale: Sheet: Drawing No.
Rev:
•AISI-S700-07/52-2010 NOKOMIS, FL 34274
A LVPE,U58705 P.E. CERT. OF AM. #29296 HR-210 NTS 1 OF 8 MD-HR210-01 B
.. SEE TABLE 2,
1 ANCHOR ON THIS SHEET,FOR XO,OX&XOX:
1 ANCHOR OIJ 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 XO&OX:
CORNER RAIL CORNER CORNER RAIL RAIL CORNER EGRESSWIDTH:(WW/2-3-1/2)
` XOX(1/4-1/2-1/4):
6-MAX. __.-._. .._' 6"MAX. EGRESS WIDTH:(WW/4.2-5116)
- - ----------•� � XOX(1/3.1/3.113):
EGRESS WIDTH:(WW/3-6)
-- - - MIN.3 —I -------- ------- --
_ MIN,3 ANCHORS IN r
ANCHORS IN JAMB FOR
JAMB FOR / / 1T MAX,O.C.FOR WINDOWS UP / % 17•MAX
WINDOWS UP WINDOWS UP TO 63' TO 44',MIN.4 / O.C.
TO 44",MIN.4 TALL,20'MAX.O.C. ANCHORS INANCH
S.IN FOR WINDOWS OVER 63" JAMB FOR
JAMB F - / •
JAMB FOR WINDOWS
VOVER
44" I- OVER 44'
OVER I � �
i
6-+AX.
6"MAX. I
------- -' -------- -
6"MAX. �-6"MAX.FROM I \ '�'1MAX 30.CJ�
MEETING RAIL(X2)
6"MAX, —�•-� (F- 6'MAX,FROM XO,OX 8 XOX: \�-- CENTER R 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/2-3-7116
FRAME HEIGHT XOX(1/4-1/2-1/4):
SASH VISIBLE LIGHT WIDTH:(WW/4-3-7/16)
FRAME FRAME 383/6' 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):
1 A 1 B A B C A B C B C
SASH&FIXED VISIBLE LIGHT WIDTH:(WW/3-3-9/16)
C A
1 ANCHOR ON ANCHOR 1 ANCHOR ON 53-1/8" 1 1 1 1 1 1 1 1 1 1
1 ANCHOR AT EACH SIDE OF AT EACH SIDE OF
THE MEETING FIXED THE MEETING 1 ANCHOR AT 74" 2 2 1 1 2 1 1 1 1 1 1 1
CORNER CORNER STANDARD
RAIL LITE RAIL MEETING 85 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
6'MAX. 109" 3 3 2 2 3 2 2 2 2 i 2 1
120" 3 3 3 3 3 2 2 2 2 2 2 1
I 53-1/B" 1 1 1 1 1 1 1 1 1 1 1 1
MIN.3 HEAVY 74" 2 2 1 2 2 1 2 2 1 1 1 1 •
ANCHORS IN DUTY 85" 2 2 2 2 2 2 2 2 2 2 2 1
JAMBFOR I / MEETING 97" 2 3 2 2 3 2 2 2 2 2 2 2
WINDOWS UP 17'MAX.
TO 44",MIN,4 / - / O.C.TO 109" 3 3 2 3 3 3 3 3 2 2 2 2
ANCHORS IN / j // 120" 3 4 3 3 4 3 3 3 3 2 2 2 pR000CT'KEVISEU
JAMB FOR SEE TABLE 1,SHEET 1 FOR ANCHOR GROUP DESCRIPTIONS. as complying with the Florida
WINDOWS Building Code
' OVER 44' ,,, Aeeeplsnce No IG-0629_07
i at E Ezp ' Dale 2
I Revised By: Date: Revision:
fi'MAX.
13y
-- - Mi. Uncle Product
Revised By: Date: Revision:
_ 6"MAX.FROM
- I'^ MEETING RAIL(X2) (/l' p Description: Drown Dy.
ANCHOR SPACING &QUANTITIES J ROSOWSKI
ANCHORAGE FOR ALL XOX(1/3-111/3-1/3)CONFIGURATIONS 1070 TECHNOLOGY DRIVE rtte: Dote:
N. VEN , FL 34275
29 BOX 1529 HORIZONTAL ROLLER WINDOW DETAILS 12/01/11
P.O.P. B
NOKOMIS; FL 34274 Series/Model: Scale: Sheet: Orvwing No. Rev;
-- - A.LYNN MILLER,P.E. -CERT. OF Al1TH. 29296 ---HR-21O "NTS 2 OF 8 -MD=HR210-01 - B
PRODUCT REVISED
as rnmplpng with Lhe nknkb
Building C-de '6• 'L9.O2
A—pronto rM
Eryimii-Date � 2
TABLE 3: By. 1
NO OR OX ' ado Prod ct can
CONFIGURATIONS MAXIMUM DESIGN PRESSURE RATING(pst) G•
STANDARD MEETING RAIL HEAVY DUTY MEETING RAIL
FRAME GLASS TABLE 4: Y .—
FRAME HEIGHT FRAME HEIGHT
WIDTH TYPE 383/8" 44" 5D-5/8" 63" 383/8" 44" 50518" 63" 72" Glass Types � o m
1 1/8"Annealed O
Glass 1 +55.0/-90.0 +55.0/-90.0 +55.0!86.9 +55.0/67.9 +55.0/-90.0 +55.01-9D.0 +55.0/-86.9 +55.0/57.9 WA 1/8"Tempered U) U) O
26-1/2' Glass 2&3 +55.0/-90.0 +55.0/-90.0 +55.0/50.0 +55.0/-90.0 +55.01-90.0 +55.0/-90.0 +55.0/-90.0 +55.0/50.0 +55.0/-90.0 3/16"Annealed 0 8 Q N
Glass 4&5 +55.0/-90.0 +55.0/-90.0 +55.0/•90.0 +55.01-90.0 +55.0/-90.0 +55.0/-90.0 +55.0/-90.0 +55.0/-90.0 +55.0/-90.0 2 1!4"Annealed o W =2
Glass 1 +55.01-73.5 +55.01-61.2 +55.01-66.0 +49.7/-49.7 +55.01-73.5 +55.0/•61.2 +55.0/-56.0 .+49.71-49.7 NIA p a
1/8"Annealed-1/4"Airspace-1/8"Annealed ;`❑
37" Glass 2&3 +55.01-90.0 +55.0/-90.0 +55.0/-87.2 +55.0/-67.2 +55.0/-90.0 +55.01-90.0 +55.0/-90.0 +55.01-90.0 +55.0/-77.9 3 ?: o
Glass 4.&5 +55.0/-90.0 +55.0130.0 +55.01-90.0 +55.0l-84.0 +55,0/-90.0 +55.0/-90.0 +55.0/-90.0 +55.01-90.0 +55.0/-78.1 3116"Annealed-3116"Airspace-1/8"Annealed O
3/16"Tempered p 00
Glass 1 ' +55.0l-67.5 +53.7/53.7 +44,61.44.6 +35.51-35.5 +55.0/-67.5 +53.7/53.7 +44.61-44.6 +35.5135.5 N/A 4 114"Tempered X Z LL
Glass 2 +55.0/-90.0 +55.0/50.0 +55,0/-75.0 +55.01-57.1 +55.01-90.0 +55.0l-90.0 +55.01-89.2 +55.0/-77.2 +55.0/-65.8 O O
45" 1/6"Tempered-1/4"Airspace-1/8"Tempered 6O M
Glass 3 +5.5.0/-90:0 +5.5.0,:-90.0 +55.01-75.0 +55.01-57.1 +55.0/-90.0 +55.0/-90.0 +55.0l-80.3 +55.01 63.9 +55.0/-57.1 5 B a
q
3/16"Tempered3/16"Airspace-1/8"Tempered ;r lIJ
Glass 4&5 I+55.0/-90.0- 55.0/-_0.0 +55.01-90.0 +55.0/-71.4 +55.0/-90.0 +55.0/-90.0 +55.0/-90.0 +55.0/-77.4 +55.0!66.0 W J
Glass 1 '+55.0/-66.0 +53.1/:3.1 +43.61.43.6 +32.3l-32.3 +55.0/-66.0 +53.1/53.1 +43.6!•43.6 +32.3/32.3 NIA JO •-H
NOTES:
49" Glass.2 +55.0/-90.0 +55.01-85.1 +55.01-70.5 +53.4/-53.4 +55.0/-90.0 +55.0/58.9 +55.0/-79.9 +55.01-68.0 +55.0/-61.3 1)USE THIS TABLE FOR ALL XOIOX WINDOWS PER ^Z
Glass 3 +55.01-90.0 +55.01-85.1 +55.01-70.5 +53.41-53.4 +55.0/-90.0 +55.01-90.0 +55.01-78.5 +55.0158.1 +50.61-50.6 THE ELEVATION ON SHEET 1.DIMENSIONS SHOWN W J
ARE TIP-TO-TIP. Q
Glass 4&5 +55.0/-90.0 +55.0/-90.0 +55.0/58.1 +55.01-66.7 +55.01-90.0 +55.0/50.0 +55.01-90.0 +55.01-72.3 +55.0/51.5 ofZ CD
Glass 1 +55.0/-63.7 +52.4152.4 +43.51-43.5 +31.2/-31.2 +55.01-63.7 +52.4152.4 +43.51-43.5 +31.21.31.2 NIA 2)FOR SIZES NOT SHOWN,ROUND UP TO THE o g
NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION Z O _N
53-1/8 Glass 2 +55.0/-90.0 +55.0/31.0 +55.0/56.7 +50.2/-50.2 +55.0/-90.0 +55.0/-85.0 +55.0/-73.8 +55.0159.4 +54.01-54.0 SHOWN ON THE TABLE. o CD N
of
Glass3 +55.0/-90.0 +55.0!81.0 +55.0158.7 +50.2/-50.2 +55.0/-90.0 +55.01-90.0 +55.01-75.3 +55.0156.2 +46.8/46.8 R $ '� _
3)DESIGN PRESSURES MAY BE INTERPOLATED -s 'S
Glass 4&5 +55.01-90.0 +55.0/-90.0 +55.01-83.4 +55.0/-62.7 +55.01-90.0 +55.01-90.0 +55.01-90.0 +55,0/58.0 +55.0/-57.4 BETWEEN SIZES.
bas-s
+55.0/-59.2 +50.4/50.4 +42.8142.8 +31.8/-31.8 +55.0/-59.2 +50.4/50.4 +42.8/-42.8 +31.8131.8 NIA
+55.01-89.2 +55.0/-75.1 +55.01.61.1 +45.4145.4 +55.01-89.2 +55.0/-79.3 +55.0/-67.2 +51,0151.0 +44.0/-44.0 �� o
61" - CONFIGURATIONS APPLICABLE TO THIS SHEET: ® n a
+55.0/-90.0 +55.0/-75.1 +55.01-61.1 +45.4/-45.4 +55.0/-90.0 +55.0/-90.0 +55.01-77.0 +55.0157.2 +46.4/-46.4 <a D N
+55.0/-90.0 +55.0/-90.0 +55.0/-76.4 +55.0/-56.7 +55.0/-90.0 +55.0/-90.0 +55.01-82.9 +55.0/-61.5 +51.8/-51.8 0
+55.0/-56:3 +48.5/48,5 +41.6/-01.6 +32.OI32.0 +55.0/-56.3 +48.5/48.5 +41.6/�1.6 +32.0132.0 N/A =�mv66" +55.0/-79.7 +55.0/-72.5 +55.0/-58.5 +43.01-43.0 +55.01-79.7 +55.0/-77.1 +55.0/-65.2 +49.3/-49.3 +41.2/-41.2 UI o0 0
Glass 3 +65.01-79.7 +55.01-72.5 +55.0/58.5 +43.0/-43.0 +55-0/-79.7 +55.0/-79.7 +55.0/-74.9 +55.0/57.6 +47.0/-47.0 0=a z
Glass 4&5 +55.0/-79.7 +55.0/-79.7 +55.01-73.1 +53.8153.8 +55.0/-79.7 +55.0/-79.7 +55.01-79.3 +55.0158.3 +48.9/-48.9
Glass 1 +51.1!-51.1 +44.21-44.2 +38.91-38.9 +30.01-30.0 +51.11-51.1 +44.2/44.2 +38.9/-38.9 +30.0/30.0 NIA — --
74"
Glass 2 +55.0/-63.5 +55.0/-615 J+55.0155.3 +40.0140.0 +55.01-63.5 +55.01-63.5 +55.0/-62.0 +47.9/47.9 +39.8/-39.8 Xo
Glass 3 +55.01-63.5 +55.0i53.5 +55.0155.3 +40.0/40.0 +55.01-63.5 +55.0/53.5 +55.0/-63.5 +54.1/54.1 +45.0/45.0
Gless'd&5 +55.G/-63.5 +55.0/-63.5 +55.0I53.5 +50.0/50.0 +55.0/-63.5 +55.0/-63.5 +55.0/-63.5 +54.21-54.2 +45.11-45.1
_OX. -- A.LYNN MILLER,P.E.
RE.4 58705
PRODUCT RL•V IsFD
as curttplging with the Flxids
Building Code
A-cptanceNp_ `�_O.?s
[spiv t'm Datc !�2"
7TABLEn Onde Pr i
IGURATION MAXIMUM DESIGN PRESSURE RATING(psfl
_- - STANDARD-MEETING RAIL HEAVY DUTY MEETING RAILWIDTHGLASS. FRAME HEIGHT TABLE 6:
� WIDTH 'TYPE FRAME HEIGHT
38-3/8" 44" 50-5/8" 63" 38-3/8" 44" 50-518" 63" r
Glass Types o
Glass 2&3 +55.0/-90.0 +55.0/-90.D +55.0/-76.3 +55.0/-59.2 +55.01-90.0 +55.01-90.0 +55.01-90.0 +55.01-78.9 3116"Annealed p c11 0
49 2
Glass 4&5 +55.0/-90.0 +55.0/-90.0 +55.0/-89.1 +55.0/-69.1 +55.0/-90.0 +55. 114"Annealed U) •• J O
01-90.0 +55.0/-90.0 +55.0/-90.0 O 8 N
53-1/9' Glass 2&3 +55.01-90.0 +55.0/-84.7 +55.01-71.4 +55.01-55.1 +55.0/-90.0 +55.0/-90.0 +55.01-90.0 +55.0l-73.5 3 1/8"Annealed-114"Airspace-1/8"Annealed ; d
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 +55.01-90.0 +55.0/-90.0 3/16"Annealed-3/16"Airspace-1!8"Annealed o` o W Z=
7 3/16"Tempered
LL 61" 4 g
Glass 2&3 +55.0/-90.0 +55.0/-76.3 +55.0/-63.9 +49.0/-49.0 +55.0/-90.0 +55.0/-90.0 +55.0/-85.1 +55.0/-65.3 -
zz _. Glass 4&5 +55.01-90.0 +55.0/-89.0 +55.01-74.5 +55.0/-57.1 +55.0/-90.0 +55.01-90.0 +55.0l-90.0 +55.01-84.5 1/4"Tempered O
v Glass 2&3 +55.0l-81.0 +55.0/-66:8 +55.0/-55.3 +41.91-41.9 +55.01-90.0 +55.01-88.9 +55.0/-73.7 +55.0l-55.8 1/8"Tempered-1/4"Airspace-1/8"Tempered 00
74, 5 Z u-
Glass 4&5 +55.0/-90.0 +55.01-77.9 +55.0/-64-5 +48.81-48.8 +55.0/-90.0 +55.01-90.0 +55.0/-90.0 +55.0/-72.2 3/16"Tempered-3/16"Airspace-11W Tempered X O
Glass 2&3 +55.0/-75.6 +55.0/-61.5 +50-4/-50.4 +37.7/-37.7 +55.0/-90.0 +55.01-81.8 +55.01-67.2 +50.3/-60.3
85" E
Glass 4&5 +55.0/-88.2 +55.01-71.7 +55.0/-58.8 +44.0/-44.0 +55.0/-90.0 +55.0/-90.0 +55.01-86.9 +55.01-65.0 s W J
90" Glass 2&3 +55,01-73.8 +55.01-59.6 +48.61-48.6 +36.2/-36.2 +55.0/-90.0 +55.0/-79.5 +65.0/-64.8 +48.21-48.2 —1 U)
NOTES: Q IGlass 4$5 +55-0/-86.1 +55.0/-69.6 +55.0/-56.7 +42.2/42.2 +55.01-90.0 +55.0/-83.9 +55.01-62.4 '1)USE THIS TABLE FOR ALL XOX WINDOWS PER � of ^Z
Glass 2 +55.01-90.0 +55.0/-79.5 +55.0/-66.4 +50.8/-50.8 +55.01-90.0 +55.01-85.0 +55.0/-73.8 +55.0l-59.4 THE ELEVATIONS ON SHEET 1.DIMENSIONS LU -)
SHOWN ARE TIP-TO-TIP. Q
53-1/8" Glass 3 +55.01-90.0 +55.01-79.5 +55.0/-66.4 +50.8/-50.8 +55.0/-90.0 +55.0/-90.0 +55.01-78.3 +55.0/-56.2 m a Z o
Glass 4&5 +55.0/-90.0 +55.0/-90.0 +55.0/-77.5 +55.0/-59.2 +55.0/-90.0 +55.0/-90.0 +55.01-90.0 +55.0/-87.5 2)FOR SIZES NOT SHOWN,ROUND UP TO THE o° o z O N
NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION o -
Glass 2 +55.0/-80.4 +55.01-64.9 +52.9/-52.9 +39.3/-39-3 +55.0/-83.1 +55.01-72.8 +55.0/-62.0 +47.9/-47.9 SHOWN ON THE TABLE. m m5 N a"
z v a� � _
O 74" Glass 3 +55.0/-80.4 +55.01-64.9 +52.91-52.9 +39.31-39-3 +55.0/-90.0 +55.0/-79.6 +55.0/-70.0 +52.5/-52.5 3)DESIGN PRESSURES MAY BE INTERPOLATED s A W a O
Glass 4&5 +55.0/-90.0 +55.0/-75.8 +55.0/-61.8 +45.91-45.9 +55.0/-90.0 +55.0/-90.0 +55.0/-90.0 +55.0/67.8 BETWEEN SIZES. a o❑ 2
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 +46.8/46.8
LL 85" Glass 3 +55.0/-77.2 +55.01-61.2 +49.1/-49.1 +35.8/-35.8 +55.0/-81.9 +55.0/-71.1 +55.0/-62.8 +47.8/-47.8 CONFIGURATIONS APPLICABLE TO THIS SHEET: ® a N
z Glass 4&5 +55.0/-90.0 +55.0/-71.4 +55.0/-57.3 +41.8/-41.8 +55.01-90.0 +55.0/-90.0 +55.0/-84.6 +55.0/-61.8 }n N<
nn
Ov Glass 2 +55.01-65.3 +55.0/-58.8 +46.31-46.3 +33.11-33.1 +55.01-65.3 +55.01-60.0 +53.71-53.7 +43.9/-43.9
97", Glass 3 +55.0/-72.5 +55.0/-58.8 +46.3/-46.3 +33.1/-33.1 +55.01-72.5 +55.01-63.7 +54.7/-54.7 +q4.2/44.2 i m•N 5
N Glass 4&5 +55.01-87.0 +55.0/-68.6 +54.1/-54.1 +38.7/-38.7 +55.0/-90.0 +55.01-90.6 +55.0/-79.9 +55.01-57.1 LV) o o o
>ax
Glass 2 +55.0/-56.7 +53.4/-53.4 +44.7/-44.7 +31.2/-31.2 +55.0/-56.7 +53.41-53.4 +48.4/-48.4 +40.61-40.5 i
fn
oZ
109" Glass 3 +55.01.64.8 +55.0/-55.8 +44.7/-44.7 +31.21-31.2 +55.0/-64.8 +55.01-55.8 +48.21-48.2 +39.6/-39.6 t;
Glass 4&5 +55.0/-84.7 +55.0/-66.5 +52.2/-52.2 +36.41-36.4 +55.0/-90.0 +55.01-90.0 +55.0/-77.1 +53.8/-53.8
Glass 2 +49.71-49.7 +47.9/-47.9 +43.6/-43.6 +30.0/-30.0 +49.7/-49.7 +47.91-47.9 +44.3/-44.3 +37.51-37.5 XOX(1/3-1/3-1/3)
120" Glass 3 +55.01-57.6 +51.11-51.1 +43.6/-43.6 +30.01-30.0 +55.0/-57.6 +51.1l-51.1 +44.1/-44.1 +35.81-35.8 —
I 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 +55.01-75.2 +51.7/-51.7
-__-________._ _ _-- __ -_ _.A:LYNN MILLER.P.E:—.___-_
--- - P.E.t158705
INSTALLATION OPTION 1 CONCRETE/CMu STANDARD MEETING RAIL ,xwooD
INSTALLATION ANCHORS INTO 2X WOOD. PER ANCHOR
REQUIREMENT 'J TYP.ANCHOR TYPE, BUCKSTRIP, ,
__ _ EDGE EMBEDMENT AND EDGE SEE NOTE 2, CONCRETE
OPTIONAL 2X'WOOD �� DISTANCE EMBEDMENT DISTANCE PER SUBSTRATE, THIS SHEET. OR CMU
80 ADDON ° • PER
0 } 11 SEE TABLE 1,SHEET 1.
FLANGE aQ 'SHIM
MAX \\ REQU ANCHOR
READ,
SILL 8 JAMBS \e\\ I EDGE SHIM Y3 InII 93 /_=\ �90 ,., '/'per, \ �\ MENT
DISTANCE �( % ✓ ~3�U 1 �54�-� X
EMBED-
MENT .•: ------' --- �.
----- ---- ,�
/. ESASH
SASH _ O - VISIBLE ! _
GJ TYP.ANCHOR % VISIBLE —
TYPE,EMBEDMENT 57 LIGHT fff� OTM \ i EDGE
II I� AND EDGE \n WIDTH ---- ----- 7 , I "�, DISTANCE
tin.-..v�nrnnn.vw
DISTANCE PER —�—• v.• :�w..vv-�ni.,-.n.•., ' � I
SUBSTRATE,SEE 76 FIXED ;74
it 'I TABLEI,SHEET,. -� \ 24 �. VISIBLE \\`•--(701 r /
125 / LIGHT 5�-
�I 2>t 80 STANDARD RAIL C. WIDTH \�-06 STAN \/ / EMBED-
INSTALLATION MEETING RAIL 0 EXTERIOR 6 1X WOOD_ A1ENT
FIXED jl �I I� OPTION 2 �n MEETING RAIL BUCK
VISIBLE i1 it II INSTALLATION V INSTALLATION
LIGrrr BUCK WIDTH OPTION 3
Ij II II ANCHORS DIRECTLY
HEIGHT II II II INTO MASONRY. - TIP-TO-TIP WIDTH INSTALLATION ANCHORS
II II II THROUGH 1X BUCKSTRIP
II SASH HORIZONTAL SECTION A-A INTO MASONRY.
TIP-TO•TIP II I' II VISIBLE L..__
HEIGHT I I II LIGHT 1/4'MAX.SHIM
\ I II II' HEIGHT I I
BUCK II II III #12 STEEL /� ��--\ 2X WOOD TYP.ANCHOR TYPE,
Q I I I X _ X 11 EMBEDMENT AND EDGE
HEIGHT I I SELF-DRILLING 10
II II II SMS(GS),SEE TABLE DISTANCE PER SUBSTRATE,
Ij I SEE TABLE 1,SHEET 1.
fj II li 1,SHEET,.
II jl DADE APPROVED \
LI II II 32 MULLION,ALUMINUM, I
31 STEEL FRAMING OR STEEL I SASH VISIBLE \W
57 STUD.SEE SUBSTRATE ��"-ii LIGHT WIDTH I�
I I PROPERTIES,TABLE 1,
I I- 12 @EACH4"CUT ENGTH SHEETI.
3 \
MEETING RAIL EXTERIOR 25 FIXED VISIBLE --- \
INSTALLATION 1y STANDARD LIGHT WIDTH INSTALLATION
TYP.ANCHOR TYPE, OPTION 4 C�
MEETING RAIL
EMBEDMENT AND EDGE INSTALLATION OPTION 1
DISTANCE PER -- BUCK WIDTH
2 ANCHORS TIP-TO-TIP WIDTH INSTALLATION
NCHORSINT02X
(, SUBSTRATE,SEE -- A
TABLE 1,SHEET 1. DIRECTLY INTO WOOD.
/
METAL. HORIZONTAL SECTION C-C •
/ 1XWOOD
BUCKSTRIP, NOTES: t'RODUCTREVISED
SEE NOTE 2, 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 1 OF SHEET 1.FOLLOW EMBEDMENT AND EDGE i cemptyinp with 6r-Flurtde
\ THIS SHEET. DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. Building Code
A—pienee No 1G-06'19.O'L
1/4"MAX SHIM 2)ALL WOOD BUCKS LESS THAN 1-1/2' E-'intinn Dot.- ,-. 202'L
THICK ARE TO BE CONSIDERED 1X Revised By: Dote; R.—i—
• INSTALLATIONS.1X WOOD BUCKS ARE BY
ix WOOD • CONCRETE PER OPTIONAL.UNIT MAY BE INSTALLED M1t:nmi/ nds tNoduct ConrrW
BUCK •• ANCHOR DIRECTLY TO SUBSTRATE.WOOD BUCKS Revised By: Dote: Revts7en: I
EXTERIOR REQUIREMENT DEPICTED AS 2X ARE,-1/2'THICK OR -
/ti '1 GREATER.1X AND 2X BUCKS(WHEN
\t- USED)SHALL BE DESIGNED TO PROPERLY f ® Description: Drown By:
INSTALLATION TRANSFER LOADS TO THE STRUCTURE. I`G INSTALLATION DETAILS,STD MR J ROSOWSKI
OPTION 3 WOOD BUCK DESIGN AND INSTALLATION
VERTICAL SECTION B-B INSTALLATION.ANCHORS IS THE RESPONSIBILITY OF THE 1070 TECHNOLOGY DRIVE Tf Dote:
THROUGH IX BUCKSTRIP ENGINEER OR ARCHITECT OF RECORD. N. VENICE, FL 34275 HORIZONTAL ROLLER WINDOW DETAILS 1z/01/11
MAXIMUM SHIM THICKNESS TO BE 1/4'. P.O. BOX 1529
INTO MASONRY. NOKOMIS; FL 34274 Sedas/Model: Scale: Sheet: Drowl g No. Rev:
A LYP.E.#58 05 PE CERT. OF AUTH. Q29296 HR-210 NTS 5 OF 8 MD-HR210-01 B
ppppr,
INSTALLATION OPTION 1 CONCRETEICMU HEAVY DUTY MEETING RAIL(7) 1XW00D
INSTALLATION ANCHORS INTO 2XW0O0. PER ANCHOR TYP.ANCHOR TYPE. BUCKSTRIP, 'CONCRETE
REQUIREMENT EMBEDMENT AND EDGE SEE NOTE 2,
OPTIONAL EDGE EMBEDMENT DISTANCE PER SUBSTRATE,\ THIS SHEET. OR CMU
�D) ADDON c-2X WOOD DISTANCE a PER
FLANGE 11 SEE TABLE 1,SHEET 1. ANCHOR
Q 114"MAX \ \ REQUIRE-
HEAD, ` ,\ EDGE SHIM 23 X 93
SILL fi JAMBS \ \ �\ DISTANCE j5�` X \\
EMBED-
MENT _r
`.,
-�— ----- ---- SASH - -- -----
SASH O 1 VISIBLE
"
—___�_ __— _—. _ _ •. -- _...r.; LIGHT \ I EDGE ..
TYPE PEMBEDMENT ° 57 LIGHT __ - WIDTH a a1" DISTANCE
AND EDGE WIDTH t .i v.nr,nw`.'..•`.nnnr✓` '
III jl- \_DISTANCE PEP, w�.i.i•.��wv FIXED �— •i
i it SUBSTRATE,SEE 25 7B 24j / —�" VISIBLE
LIGHT \ _�74 5
TABLE 1,SHEET 1. ``--(�O 70 r •
II II li \ EMBED-
Sp v WIDTH \ /
II II I� 21 1X W00DJ MENT r—
I 1 INSTALLATION EXTERIOR \ BUCK
j i 7 HEAVY DUTY \_HEAVY DUTY INSTALLATION
FIXED II II II OPTION 2 MEETING RAIL i MEETING RAIL
VISIBLE II II II INSTALLATION OPTION 3
II
LIGHT II II II ANCHORS DIRECTLY __ BUCK WIDTH .I TIP-TO-TIP WIDTH � INSTALLATION ANCHORS
I INTO MASONRY. THROUGH 1X BUCKSTRIP
HEIGHT It
It li II SASH HORIZONTAL SECTION A-A INTO MASONRY.
Ij I IVISIBLE
TIP•TO-TIP �I I II L GHT —� r-- 1/4"MAX.SHIM
HEIGHT II I� II HEIGHT q 42X TYP.ANCHOR TYPE, .
BUCK II II II 412 STEEL EMBEDMENT AND EDGE
HEIGHT O it I II X SELF-DRILLING_ r 10 11 DISTANCE PER SUBSTRATE, -
I I I SMS(G5),SEE TABLE. \ X SEE TABLE 1,SHEET 1.
II II II 1,SHEET I.24DADS APPROVED32 MULLION,ALUMINUM, Q31 STEEL FRAMING OR STEEL I SASH VISIBLE I
II II STUD.SEE SUBSTRATE --"'711 LIGHT WIDTH IIh�^ -- -------------
57 Ij �j PROPERTIES,TABLE 1. ((� ------ ------ �\
4"CUT LENGTH SHEET 1.
12 Qp EACH / \
3 MEETING RAIL EXTERIOR 25 FIXED VISIBLE
INSTALLATION n 5 LIGHT WIDTH INSTALLATION
TYP,ANCHOR TYPE, OPTION V HEAVY DUN OPTION
EMBEDMENT AND EDGE INSTALLATION MEETING RAIL 7
2 DISTANCE PER ANCHORS ANCHORS INTO 2X
INSTALLATION .
SUBSTRATE,SEE
29 / TABLE 1,SHEET 1. DIRECTLY INTO BUCK WIDTH META WOOD.
L
A1XWOOD NOTES: TIP-TO-TIP WIDTH
BUCKSTRIP. 1)USE ONLY SUBSTRATE-APPROPRIATE PRODUCT'RGVIREf)
SEE NOTE 2, ANCHORS LISTED ON TABLE 1 OF SHEET 1. •¢.mlplying with tlw Florida
THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE HORIZONTAL SECTION C-C Boliding Code
LIMITS.ANY INSTALLATION OPTION SHOWN Acceptnncc;No 2 OZ
1/4"MAX SHIM E q�ra date 2 2
MAY BE USED ON ANY SIDE OF THE WINDOW. .� Revised By: Dale: Revision: J��
1X WOOD / °.•° ;' 2)ALL WOOD BUCKS,LESS THAN 1.112•THICK Miaog7 a Nrcwlutt�� v
BUCK CONCRETE PER _ ARE TO BE CONSIDERED 1X INSTALLATIONS.1X Revised By. Date: Revision: Ll/
WOOD BUCKS ARE OPTIONAL.UNIT MAY BE
ANCHOR '
EXTERIOR �' �y t INSTALLED DIRECTLY TO SUBSTRATE.WOOD
REQUIREMENT 1 BUCKS DEPICTED AS 2X ARE 1-112"THICK OR iption: �•j
GREATER.1X AND 2X BUCKS(WHEN USED) [ ® Descr OfON'^
INSTALLATION SHALL BE DESIGNED TO PROPERLY TRANSFER IA INSTALLATION DETAILS, HD MR J ROSOWSKI
OPTION 3 LOADS TO THE STRUCTURE.WOOD BUCK 1070 TECHNOLOGY DRIVE Title: Date:
VERTICAL SECTION B-B INSTALLATION ANCHORS DESIGN AND INSTALLATION IS THE N. VENICE:FL 34275 HORIZONTAL ROLLER WINDOW DETAILS 12/01/11
THROUGH A BUCKSTRIP RESPONSIBILITY OF THE ENGINEER OR P.O. BOX 1529
INTO MASONRY. ARCHITECT OF RECORD.MAXIMUM SHIM NOKOMIS,FL 34274 Senes/Model: Soole: Sheet: Drawing No. Rer.
THICKNESS TO BE 114'. A.LYNN MILLER,P.E. - CERT, OF AUTH. $29296 HR-210-= NTS -6 OF Its
MD-HR210-01- - --B=- --
�- _ _
1/8"ANNEALED OR FItODUCT REVISED
- TEMPERED GLASS nplyin8 wi11i0w Florida
A
(440
54 rim,m D"1�L
.LAS MIN.GLASS BITE
_ b : yam 81
40
° 2s tea_ 10 i 1/8"GLAZING DETAIL
b N O
3/16'ANNEALED OR 1/4"ANNEALED OR ,7 Cn � 1n p
TEMPERED GLASS TEMPERED GLASS 0 J c-
_-l(j3 28 �- •
v 1!i^ 91� I 92� ; ; Q F¢ z
/c i 3 12 55 III `-J 1 6 I o` o` < w S
LLIC c
4 11 j ,382"MIN, 111� .382'MIN. III e
r/ GLASS BITE 1 I' GLASS BITE { co O
1 i / 81 `--��I Q m co
O
J
Z LL.
3/16"GLAZING DETAIL 1/4"GLAZING DETAIL ^~/, o r w
,® 2
Z
40 s J 40 MEETING 2 �As STACK S w � N z
FRAME SASH
26 CORNERS CORNERS RAIL 1/4"AIRSPACE � Q
1l8'ANNEALED OR
TEMPERED GLASS -� -� 118'ANNEALED OR u Q ~ O
TEMPERED GLASS Z r-
ASSEMBLY DETAILS "w O o N
157 II \.J �i z $ '.
IN
.382"MIN. O
I; 5 O 0
GLASS BITE I I; \ z ¢ o 2
SILL ADAPTER \ \ I}
w �
1/2"I.G.GLAZING DETAIL
1/4'AIRSPACE So d
3 3 x.
XZZo
' wW00 0 .
GLASS STACK o
0 U
3/16'ANNEALED OR 3/16"AIRSPACE
25°' { TEMPERED GLASS � 1I8"ANNEALED OR
415" I TEMPERED GLASS
Q•160" -
\ 1.20 57 94
I-+- 1.200" I� 0' i
.382'MIN.
WEEPHOLES GLASS BITE
BD-6
b ..
zOSILL WEEPHOLE DETAILS
SHOWN WITHOUT WEEPHOLE COVERS. 1/2"I.G.GLAZING DETAIL ..
..,, SEE SHEET 1 FOR OUANTITY AND SPACING 3/16"AIRSPACE '
A'.LYNN MILLER;P.E.
P.E.M 587W
TABLE 7:
Item Dwg# Part Description Material SILICONE
1 2158 6215W Frame Head 6063-T6
-- 2.000•---
2 284 6284W Frame Sill 8083-TS STRUCTURAL .sTS'
3 265 6265SW Sill Adapter 6OMT6 POLYISOBUTYLEN 114"NOM. 2.00a• 1 saz
4 218A 6218W Frame Jamb(Fixed) 6083-TB WITH DESICCANT j
5 219 6108OW Frame Jamb(Operable) 6o63-T$ KODISPACE r 2.824•
6 220B 6220W Fixed Meeting Rail 6063-T6 EXT.GLASS so .062-
4SG TPS -'e6o'
7 287 6267W Heavy Duty Fixed Meeting Rail 6063-T5 - -- .062• 2 42s. 2124-
B 223A 6223W Sash Top 8 Bottom Rail 6G69-T6 1.827• 1
--9 -223A--6223W- Sash Bottom Rail 6063-TB - J --- ------I- - --
10 1 2218 -6221BW Sash Side Rail 6063-TS INT.GLASS
11 222 6222W Sash Meeting Rail 6063-T6
.050' Yyr- .O6e .062'
12 270 5270W Dogbone Reinforcement - 6063-T6 ALUMINUM /
13 2785 62785W .cash Slop 6063-T5 O7 FRAME HEAD 2IFRAME SRL i SILLADAPTER FRAME JAt.1a(FIXED)
&,<
EMENT 6063-T6 ALUMINUM 6063-TS ALUMINUM 6063-78 ALUMINUM �I GOG}T6 ALUMINUM
20 4080 74080BK. Meeting Rail Sweep Latch Plug Rigid PVC
21 242 42105W Sash Top Guide(Anil-rack) Rigid PVC, 1.542
22 227 42114W End Cap Rigid PVC BUT 1.6s2•
23 1213 . 6Q200K .190"X.200'Q-Ion Wsfp.(Frame) Flex PVC 70 DESIC
24 4066 .64066G .187"X.230"Fin Wstp. FDURASEAL�25 1003C 86601K Bulb Vinyl Wstp.(Sash) Flex PVC 70 EXT.GLASs1 .050•26 276C 70275CK Fmme Sill Gasket PolyethyleneSPACER .osz .062• -�-I .926-27 273A 70273AK Frame Head Gasket Polyethylene 2.208' 1.662' 2.010•
28 280 70260BX Sash Geskels Polyethylene29 7HRKITW Weephole Cover Plastic .os3•S � 1.062•
30 1096 71096vV Sweep Latch Cast Zino .os2• I t
31 225 42112N Roller Housing 8 Guide Vinyl -L
32 226 78RWHL2 Roller Brass STRUCTURAL AMB- FIxEDMEETING1tAIL
.-HOT-MELT BUTYL s FRAMELtOPERABLEI O O
O- "--- (7 6 SASH TOP 6 BOTTOM RAIL
40 115$ 781PQA #8X1"QUAD Pn SMS Steel SILICONE 606}T5 ALUAALUMINUM606}T6AWAO 60 FIXED MEETING RAIL NUM 6083-TO ALUMINUM 606346 ALUMINUM
41 11551 781 PQX #8 X 1"Sq.Pn.SMS 410 SS FOAM 3/16"NOM.
42 781PSTX #8 X 1"Sq.Pn.Twin Fast SMS 41G SS WITH I--- 1.e1s•- 1.749'-...1
43 78X38PSA #8 X.375"Sq.Pn.SMS Steel DESICCANT/ I
44 1016 7858WW 08X.625'Ph.Fl.SMS Steel EXT.GLASS/ 62 SUPER BB3' .D62-
50 12653 712653K Setting Block 3132"X 1/4"X 1" EPDM " /// 0 SPACER®NXTT'A 1.6os• 111s•-{
51 1267 71267N Setting Block 1/B"X 112"X 1" EPDM �� 1.45r
54 2719 65016W 1/8"Bead Aluminum .0az•
55 2719 65016W 3/16"Bead Aluminum INT.GLASS +
58 1263 65133W I.G. Bead Rigid PV 10 SASH SIDE RAIL 11 SASH MEETING RAIL 12 DDGaONEREINFORCEMENT
57 1014 6014 W I.G.Bead Alum PVC 60B3-T6 ALUMINUM 6063-76 ALUMINUM 6063-TG ALUMINUM
70 1014 fi1014FW Screen Frame Aluminum
71 1631 47041 W Screen Comer Key No Ring Vinyl POLYISO-L DESICCANT FILL AREA
BUTYENE I 72 1630 47042W Screen Comer Key with Ring Vinyl SEAL -SN 6"NOM.
SILICONE SEAL .781' 040• I
73 320 7320SPNG Screen Spring Spring Steel 1.167'-'•{
050•
.
74 1624 61E24K Screen.Spline-.135"Cie.Foam Rubber ROLL-FORMED j
75 1635 61635K Screen Spline-.135"Dia.Hard Rubber STAINLESS STEEL �-
76 Screen Cloth Fiberglass XL EDGE1M .050• T
BG 134 66615W Add-cn Flange(Optional) 608LTB fi3 SPACER ,3 SASH STOP BO ADDON FLANGE 1'ItODUCI"Rf:VIsf:D
EXT.GLASS ;n11 c0 1 m
81 Dow Coming.899 Silicone Glazing Sealant or Equiv. I �- e6e3-is nulnuuuM �606}T6ALUMIMIIA P Y swidldnFlcrkta
90 1/8'Annealed or Tempered Glass uwldng C.&
1111 1 11 111 r, Alcepina[C t`k1 16-^ .'OQ
91 3/16"Annealed or Tempered Glass M",
e92 1/4°Annealed of Tempered Glass `� �QN.,•,.,Nq/M �, Revised ey: Date: Revisio 93 1/8"-1/4 Air-1!B"A;n.or Tem I.G. a,• _ICENS4c' JR 05/05/16B)ADDED SPACERS IiP• INT.GLASS Q-:• M94 1/8"-3/16"Air-3/16"An.or Temp.I.G. :".13 Revised By: Date: Revision:
*;� No.58705
Part# Description - Material *_
I. Deecriptlon: Drawn By:
60 Kommeding 4SG TPS Spacer System •� a; BOM&PART DETAILS
81 Quanex Super Spacer nXT with Hot Melt Butyl See this �O�'•. S O ' �l(r J ROSOWSKI
62 Quanex Duraacal Spacer Sheet for 1ts'•.;o(OR1Dp,.•'�t1`` 1070 TECHNOLOGY DRIVE Title: Date:
_ i N.VENICE, FL 34275 HORIZONTAL ROLLER WINDOW DETAILS 12/01/11
Materials r S C���
63 Car nalX Edge Spacer �7, ONAL EN�:` P.O. BOX 1529
REFERENCE TEST REPORTS:FTL-8717,896888970 rrrIIIII I11111 NOKOMIS;FL 34274 Seriee/Model: scale:' sheet: Drvw/ng No. Rev:
A.LYNN MILLER,P.E: --- CERT. OFAUTH. #29296 -HR-21O-- NTS E OFII MD-MD -01 - B
P.E.q 58705 - - - -- ----