HomeMy WebLinkAboutproduct approval RECEIVED
MAR 0 8 2018
Permitting Department
MMA St. Lucie County MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.$ov/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product
Control Section (In Miami--Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
RER reserves the right to revoke this acceptance,if it is determined by Miami Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series"PW-701/720/820"Aluminum Fixed Window-L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines",
sheets 1 through 11 of 11, dated 04/12/13,with revision C dated 06/06/17,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: Large and Small Missile Impact Resistant
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 NOA#16-0629.14 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as
well as approval document mentioned above.
The submitted documentation was reviewed by Jorge M.Plasencia,P.E.
NOA No. 17-0614.11
ECOIMTY Expiration Date: February 19,2019
Approval Date: October 12,2017
Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SU13 IITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 03-1105.01)
2. Drawing No. LVID-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1
through 11 of 11, dated 04/12/13, with revision C dated 06/06/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94
2)Large Missile Impact Test per FBC,TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked-up drawings and installation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system, Duraseale spacer system, Super Spacer®NXTTM spacer system and XL
EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTI.-8970, dated 11/16/15,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E.
(Submitted under previous NOA No. 16-0629.14)
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)Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of an aluminum fixed
window,prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 13-0502.03)
3. 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)Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of an aluminum fixed
window,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.
FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and
sealed by Joseph C. Chan, P.E.
(Submitted under NOA No. 03-1105.01)
orge M.Plasencia,P.E.
Product Control Unit Supervisor
NOA No. 17-0614.11
Expiration Date: February 19,2019
Approval Date: October 12,2017
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC-5th
Edition (2014) and FBC-6`h Edition(2017), dated 09/15/17,prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc. for their
"Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/19/17,
expiring on 07/08/19.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their
"SentryGlas®(Clear and White) Glass Interlayer"dated 06/25/15, expiring on
07/04/18.
3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the
following:
a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets,
Setting Blocks, and Spacers with Option H exceptions.
b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic
Elastomers—Tension of 1600 PSI.
c) ASTM D395B Test Methods for Rubber Property--compression Set for 22 HRS
158°F.
d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber
and Thermoplastic Elastomers of 143 lb/in.
Jorge M.Plasencia,P.E.
Puct Control Unit Supervisor
NOA No. 17-0614.11
Expiration Date: February 19,2019
Approval Date: October 12,2017
E-2
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to FBC-51 Edition (2014) and FBC-6m Edition
(2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated 06/09/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed
by Manuel Perez, P.E.
4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed
by Ishaq Chanda,P.E.
5. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed
and sealed by Marlin D. Brinson, P.E.
(Submitted under previous NDA No. 13-0502.03)
6. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated
07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan,P.E.
(Submitted under NOA No. 03-1105.01)
G. OTHERS
1. Notice of Acceptance No. 16-0629.14, issued to PGT Industries for their Series"PW-
701/720/820"Aluminum Fixed Window—L.M.I."approved on 08/04/16 and expiring
on 02/19/19.
Jorge M. Plasencia,P.E.
Product Control Unit Supervisor
NOA No. 17-0614.11
Expiration Date: February 19,2019
Approval Date: October 12,2017
E-3
_ PRODUCT REVISED
GENERAL NOTES:__SERIES 720/820 IMPACT-RESISTANT as t:omprylnp with the Florida
FIXED WINDOW DESIGN PRESSURE RATING IMPACT RATING nundlno Cod•
VARIES, RATED FOR LARGE&SMALL NOA-mo, 17.0814.11
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH SEE SHEETS 2-5 MISSILE IMPACT RESISTANCE
THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE 11�Ir•tton 2119(2019
•0
HIGH VELOCITY HURRICANE ZONE(HVHZ). 48'TIP-TO-TIP WIDTH By
2)SHUTTERS ARE NOT REQURiED WHEN USED IN WIND-BORNE DEBRIS 4T BUCK WIDTH 48"BUCK WIDTH 48'BUCK NADTH Mlla •Produtt control
REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30•IN THE 44.114"VISIBLE 45114"VISIBLE 45-1/4•VISIBLE
HVHZ,THE OUTBOARD L17E(CAP)MUST TEMPERED. LIGHT WIDTH�.1 LIGHT WIDTH UGHT WIDTH
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY.USE ONLY B,SHEET 8-1 MAX. SHEET MAX' F,SHEET 8 - 2"MAX'
D, 7 H SHEET 9
MIAMI•DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS FF I I - - r, I L
USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM COO
CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER
ANCHOR TYPE.
A C
A ' C E,SHEET B I E,SHEET 8
4)ALL WOOD BUCKS LESS THAN 1.1@'THICK ARE TO BE CONSIDERED ET 7 G,SHEET 9 G,
SHEET 8 HEET
SHE8
1X INSTALLATIONS,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS SHEET 6 BUCK SHEET 7 JR•08/08/17-UPDATED
INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X I HEIGHT I BUCK I44. ANCHORAGE TO FBC 2017.
ARE 1-112^THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL 1 HEI
GHT :6
BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. B2.1µ• J_ f T 83'1!4"
WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY 12•MNL VISIBLE 12"MAX / B31/4• / VISIBLE
OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). O.C. I LIGHT O.C. I VISIBLE LIGHT
T / HEIGHT
HEIGHT '7— i LIGHT
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALLIf T HEIgiT � W07 X U
DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT,
NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE I TIP•TO HEIGHT
FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL I I HEIGHT
TIP 6"MAX.
SEAUNG/FLASHING STRATEGY FOR WATER RESISTANCE OF HEIGHT O.C. I p aco 0
0
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE - -ma O N
Of co
OF THESE INSTRUCTIONS. 11. O A r (p
B)MAX.1/4'SHIMS ARE REQUIRED AT EACH ANCHOR LOCA71ON WHERE O J to H Z 9 n
THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE I{� MAX. F,SHEET 8 I Z U
OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BEET 6 �`- tY MAX.O.C. 6� J -� '�- 12•MAX.O.C. -1 -Y•il S UJ R u
BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY 6'MAX 2•MAX. H,SHEET B U •
THE WINDOW. 5'MAX.O.C. LU
TYP,FLANGED FRAME TYP.EQUAL-LEG FRAME TYP.FIN FRAME ELEVATION o^j z Z �
7)DESIGN PRESSURES: ELEVATION(TESTED UNIT) ELEVATION(TESTED UNIT) (TESTED UNIT) o z O O
F- O
A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST F
PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. g
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, FIGURE 1: J
STRUCTURAU CYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS 12' C. SHAPES AS SHOWN BELOW OR SIMILAR MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK 1,.- W
PER ASTM E1300, GUIDE TO SHEETS:
MAX AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2.5. ® y eta
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. —' ? N
GENERAL NOTES...................._1 ANCHOR SPACING TO BE 6^MAX FROM CORNERS AND 12`O.C.MAX.FOR ALL CURVED FRAME
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO
ELEVATIONS. 1 r `� MEMBERS,SEE FIGURE 1,THIS SHEET. 3 F
RESIST THE WINOLOADS CORRESPONDING TO THE REQUIRED DESIGN �LAZIN(3 DETAILS................._-..25 � O O Z
DESIGN PRESSURES..................2-6 12.O,C. WIDTH -�i Imo-WIDTH--�{ )►-w10TH--{ I"'-WIDTH-►I �d 13 Z W.n
PRESSURE.THE 33-1/3X STRESS INCREASE HAS NOT BEEN USED IN �` _ ___ _ __ _ _ Z
INSTALLATION.FLANGE.............8 MAX
THE DESIGN OF THIS PRODUCT.THE 1.8 LOAD DURATION FACTOR WAS T r , T -, T r r , •� N
USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT INSTALLATION,EQUAL-LEG.__..7
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET INSTALLATION,INT.FIN A_........8 I I ` I ❑ W
THE REQUIREMENTS OF THE FLOR10A BUILDING CODE FOR INSTALLATION,INT.FIN 8...........9 - / w / uJ W a(L
CORNER ASSEMBLY...................10
CORROSION RESISTANCE. EXTRUSION PROFILES..__..........11 A _ I xi I x I 1 1y U
9)REFERENCES:TEST REPORTS FTL_3835,3850&7212;ELCO
PARTS LIST........_......................_.11 1 1 1 L J 1 L- -J ei!'.1 x a esua5
ULTRACON NOA ELCO CRETEFLEX NOA ANSVAF&PA NDS FOR 1-= -WIDTH �I F�-WR]TH011
SNDTTi WITH `�7j1y LYN//WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL. TABLE1: - - NNCE N
10)THE 720 SERIES USES A PVB INTERLAYER,THE 820 SERIES OMBAP6oa USES AN SO INTERLAYER.THE 720 AND 820 SERIES MAY ALSO BE REFERRED AS THE 701 SERIES / 711W LwW 18•An-.090"PYB-3117 H9 2 w w NO68706Hx CODES!STANDARDS USED: 3 1.1118Laml.IG /18 T-7116'Air-3116"An•.OBD"PVB-3116'HS 2 L J
4 1-1118'Lami.IG 16-T-7116'Ah-3H8'HS-,090"PVB-3/1(•HS) 3 WIDTH+,.I I-�WIDTH -.-I WIDTH+•( 'r, L'•l �'� :,
•2017 FLORIDA BUILDING CODE(FBC),6TH EDITION 5 7/16'Land 16"An•.OBD'SG•3118'An 4 I-'--WIDTH ={ I"'- I� O �
•2014 FLORIDA BUILDING CODE(FBC),5TH EDITION 0 7/18'Lam 16"HIS-.090'SG-3118'HS 6 (---- --- r——— T r— — T ——— ,t� Ft/;
•ASTM E1300-09T T T i�tC •..�OR1DA.••"\A.
•ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION 7 1-1118'Lem1.M !18'T-7/16"Air-311W An-DOW SG-21116'An 4 � I �{ I � �.4ZOA J ANG``
e t-v18 Laml.IG 16'T•7/16"Air•3118'HS-.DW SG-3/18 HS 5 � � p l � � �� `
-ALUMINUM DESIGN MANUAL,ADM-2015 w //NMI I I N11
•AISI SJOO.12 "SG's"KURARAY SENTRYGLAS INTERLAYER'BY KURARAY AMERICA.INC.
•AISC 38410 :SG"
-'KURARAY TROSIFOL PVB INTERLAYER'BY KURARAY AMERICA INC. 1 1 I I 1 A LYNN MAZER,P.E.
1. It P.E.#W705
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PRODUCTREVISED
08 CoMWfth the norms
TABLE 4: 6u1WI
window Design Pressuls(+I-.psf)1or Gass Types 2 8 4 Now He. 17-0614.11
L a
lxplrstion Dots 02/18!2018
67.18 72 70 80 84 88 92 98 1 100 104 109-1/2 1 112 116 120 124 129 132 136 140 144 BY
30 +/-80 +/80 +180 N80 +180 +180 +/-80 +1-80 +/80 +180 +180 +180 +/80 +180 +f80 +1 +180 +180 +/180 +/8D Mle a I
32 +180 +1-60 +180 +1.80 +1-80 +1-80 +1-80 080 +/ +1.60 N80 a/80 +/80 +180 +180 +l80 +180 +1-w +1•8D +180
34 N80 +l 4480 +/80 N 0 *180 +180 +/80 +180 +/80 +f80 +180 +180 +1-80 +180 +180 +180
36 H +/ +f _71W— H80 +1.80 +/80 +1-80 +180 +180 +/80 +180 +181) +f80 +l N80
38 +/80 44 +180 +180 44 +180 +180 +180 N —+74U— +I.W +180 +180 +180
40 +180 +180 +180 +/80 +r N +180 +l80 44 so 4480 N
42 —W-M7— +l +JBQ +/80 •/80 4480 +l N •/8D N-80 +r80
44 N +l N80 +l80 4480 N80 +f80 N80 +180 •180
L 48 +180 +180 +180 +180 +180 +1.80 +180 +l +180
48 +1-60 +i80 N80 +1811 N80 +180 +180 a/80
4480 4480 +180 +180 +IBD +f80 +180
52 +/80 +1.60 +/80 7f:9— +/80 44.79.1 NO CHANGES THIS SHEET.
54 +,:W— 4480 +180 N N- 8
58 +I +1 +1802
80 +f8X1 4480 +l-A. E
+180 +180
64 1 +180 1 +180
55 1 +180
67-718 1. +l c7 u) U
NOTES: +•a
_ a
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT P FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION.
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. o O
.FI
3)FOR ARCHITECTURAL WINDOWSND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FR WITHIN. ap
rn d
O
LL
Ix L u' L
H Z a1 a
1.1116"NOM. TABLE DIMENSIONS MAYBE o Z
7/18'LAMINATED GLASS STACK ORIENTED VERTICALLY OR Z 'p N
7/18'LAMINATED z
GLASS STACK GLASS STACK HORIZONTALLY AS SHOWN. h W LL
LONG J 0
90'
.0PVB INTERLAYER 3/10"TEMPERED GLASS 3116'HEAT STRENGTHENED GLASS 810E Q m
3!16'HEAT 3l1y+HEAT STRENGTHENED GLASS �r.— LONG SIDE
3(16'HFAT STRENGTHENED GLASS STRENGTHENED GLASS 7116'AIR SPACE •000"PVS INTERLAYER � ® 'B z of taoyg
2 ? U
4 it 11 SHORT » 3 y 2
6 � SIDE S
USED AT MBERS ONLY
USEMAT CURVEDMEMBERS
SART �... '
FRAME MEMBERS ONLY 29 618" FRAME MEMBERS ONLY 29 W8' � SIDE � � p pp
®11-718.O.C.MAX. GLASS BRE 11.7/8'O.C.MAX GLASS SITE §i 2D- N N
1.3 _--T 1.3 TT w g ,o?
EXTERIOR i EXTERIOR f-+— LONGsloE —� } LL C3 In as
—%� 20 13 G] S.
21 13 T— ( Ml ' 0•!�
�Y GLASS TYPE 2 GLASS TYPE 4
SHORT
j' LDNG `.```0�.1Y LYN�y�'.,�
SIDE SIDE . 4,`1`.-V1GEN3F'•%(��;
*: No.58705 >k
SHORT ST41 z
SIDE .•
"S� I
ONAL E�`
A.LYNN MILLER,P.E.
P.E.#68706
TABLE 5: PROaD�UUC�nTaRMSED
V*Wow Design Pressure 14,ppf)for Gloss Type 5 +Iea • th the s
n 7/18^LAMINATED NOA-Na 17.0614.11
87-7/8 1 72 76 80 84 Be I 92 96 1 100 104 1 IWt/2 GLASS STA Expiration oaw 02/19/2019
30 +90/-115.4 +901-12) +90!415.5 +90_111.5 +901-108.5 +90J-100 +90-1045 +901-103.5 +90-1025 +901-100.7 +90.97.94-S
INTERLAYER
32 +90-1169 +90-110,8 +901-105.3 +90-401.6 +90967 +901- .7 +9090.8 -90.3 ./89.9 +ice
34 +901-106.9 -103 +9G-968 +9095.1 +901.91.0 +188.2 ++/-84.4 H-8t5 ++/ .1 0-79.8 +1-79.4 ANNEALED GLASS 8Na
-102.8 +9097.1 +901-928 +788.9 +/$5.5 +1825 +1-79. +1- +1-75.1 +1-73.4 +1.722 3/16
36 +9048.4 +90-92.2 +1-86.7 H$3,2 +I.W 7 +•761 +1- -4-72 +1-70.3 +1$8.5 +1$8.3
40 +p0- +188.2 +1$2.8 *I-79.8 +f-77.2 .f•743 +1-71.3 +187.9 +15.1 H 4 H-81.6+90919 +/-84. . H711 -4-74-3 +•71.3 +7682 +1$47 +1616 +l .8 H USEDAT CURV863 +1824 +1.789 -4.75.4 H-721 H$89 +/ +/ 2 H� +1- .5 FRAME MEMBERS ON+1854 .1 +1•77.2 +1- .6 +/-7.1 + +1.615 +/.w3 +/57.7 ®11.7/6'O.C.MS BITE F..- LONG SIDE
O1 48 +1-827 H-79.3 +/-758 +1-71.0 +166.3 +l 9 *1$1.5 H-58.2SO +1809 .1775 +1.71 i .170.3 +1$67 H 1 +/ .7 T_
52 +1-71.1 H- .6 +!• .4 +1-88-8 +! .t +16I.+4-67.3 +7$3.5+1.758 +.72 +f .6 +185.3 SI ORT NO CHANGES THIS SHEET.
- .3 H$61
60 +1- +/496.7 +/45 GLASS TYPE 5 E
82 44-71-2 +/$7.1
64 H +1405.5
Be +1-6113 1 LONG SIDE -�
87-718 +l$7 V_
ED (J
9SIDEHORL� W W a y .,,,a
SIDE / >
0
a o
L
oto
to K °Q
TABLE DIMENSIONS MAY BE 29 S:w LU "� N
TABLE 6: ORIENTED VERTICALLY OR Q-j 0 X Z 79-
HORIZONTALLY AS SHOWN. z LL
Window D $ ,. •..c. d
esign Pressure(M-,psf(for Glees Type 7 =LL R 8 0
Of-)Ud o�
oN w z =) °N
87- 72 7a so 64 Be 92 9e 100 104 lWIt2 1_1/16'NOM. r-
30 +00.7 +901.130 +80.130 +001-128 +p0-1M. +00-119.8 +00.110.1 -W-117 +90_15.8 +90-112.7 +00-109.0 GLASS STACK 7/18'LAMINATED
32 -1 +00-125.1 +ODI-118.0 +90-114.8 +00-111.5 +90-108.1 +00.104.3 +00-102.4 +901-102 +00-101.4 +90.0.7 - -'1 �STS �Z� 0 .tA
34 +90.123.1 +90-116.4 +90-111.7 +00.107.5 +901-103.8 +90.0.7 + +90/-021 40.5 H +-00.8 I LLI�J
w +90-116 *90.100.8 +00-104.8 -100.5 + 0 + 3 +/-00 087.3 +/44.9 +/.82,3 +141.2 3118'TEMPERED GLASS 3/16'ANNEALED GLASS
30 +W411.2 11.2 +90-104.2 +M-97.9 +90-04 +00-01.1 +!88.2 +/84.0 +/41.9 +/•79.4 +/-78.4 +/-74.3 3/10'ANNEALED CLASS F
4D +90-108. +90-00.8 +90.3.4 +90-00.1 +147.2 +T-e-4 +7.0.6 +l --+F73.3 +/-70.9 +!-E0 1-'
7H8'AIR SPACE .000'SO INTERLAYER SHORT $ y W J•WS
t2 -1 .2 +90 -01,2 +s7A +/44 + .8 +177 +1-73.1 +/-69.6 +148.0 .J-6s.2 SIDE r~ 7�v� z 0:
+00-03.1 +140.1 +145.2 H41.4 H-77.6 +1-74.1 +7-70.3 +187.5 /4&2 tt if 0)
48 +90.6 +90-0.3 +/47.2 +/4.ts +1.79.2 +1.75.4 +l-71.7 +/-K +/4s.1 6
-06s +140.0 +4. +141.2 +l- +1-733 .l-M. +/-85.6 0 W
m USED AT CURVED , - < Z 4 Mo�S
-0140 +-87.8 +/43.7 +I-IDA +/-76.3 +1-71.3 +147.s
e2 +08940 +146.5 .181.8 0-77.7 +1733 +-60.5 FRAME MEMBERS ONLY 29
®11-71W O.C.MAX GLASS SITE 3 z N r
64 *I-07. +183.4 ./- .8 +l- + 1. LONG W Ur t`017
pg +/ +781.4 +/-77.0 N-73.8 t"2 SIDE
as 043.8 +1.79.4 +1-75.4 X W d a
so + +. .p 0.73.5 EXTERIOR LL O
+40.4 +-75.! (ij ,an 21 13 •71ll '� •v•
04 1 -78.8 +/-74 r
ea +/-77.2 GLASS TYPE 7 I
67-778 +1-74.9 - SHORT F-- .`��T�N ce.....
SIDE Ap '•.•C�
�.:• No.68706
NOTES: = 4`3,••.aI ORID,r;.. G�?;
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. /��iS'O
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEM IM
AVAILABLE SHORT OR LONG DENSION. 7////1 1111AI"j111�
3)FOR ARCHITECTURAL WINDOWS,FWD THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. A.LYNN MILLER,P.E.
REM 58706
PRODUCT REVISED
as TABLE 7: suing Oiwilh lir Florida
�
Mndow Design Pressure(+/",pop forr ses Types 6&B NOA-No. 17-0614.11
Lonp Expiration Data 02/19/2019
87-7/8 -1 72 76 80 84 66 92 1 96 100 164 109.12 112 116 1 120 124 1 126 132 1 136 1 140 1 144
30 +90/-130 +9&-130 -9'31-130 +901-130 +901-130 +W-130 +9&-130 +90-130 +901-130 ,901-130 +90t.130 +9x-130 +90/430 +901-130 +9x-130 1 +901-130 +901-130 i +91Y-130 +901-130 +9d-130 M1a �mL�i
32 +9&-130 +90030 +90/430 -90/-13D__+90t-130 +901-130 +90'130 +901-7 +901.130 +90-130 +901.130 +901-130 +901-13D +9&-130 +9x-130 +901-130 +9&030 +9x-130 +901-130 +9&-130
34 +901130 +901-1 +901.730 I +901-1 -130 +901-13D +0-13D +901-130 +901.130 -130 +9x-130 +9x-130 +901-130 +M.13D +9x-1 -130 +9x-130
.36 +901-130 -130 +90/-130 .130 +9xAX +901-130 -130 +9x-13o -130 +901.130 +9x-135 +9x-430 +9x-130 +9&-13D +901.13D +9x-130
38 +901-1 +9x.130 +90x.130 +9&.130 +901-130 +901-131) +9x-13D +901-130 + .130 +90t-130 +901-1 +9&-130 +90!-129.2 +qulZ7.3
40 +9x-130 +9x-130 , +901.1 +901-190 +90i-130 +9&-130 +9x-130 +9x-130 _--W-129-1 + -123.2 +9&•122
42 +901-13D +90-130 +901-1 + +901-13D +9x-130 +9x-13D +90-129.3 +90.123.2 +9(Y-119. +9x-116.4
44 +9x-130 +9x-130 +901-13D +9x-130 +901.130 1 +91V-131) +90t-130 +90.124.5 +90!-119.4 +W.115-
48 +90f-130 +0-130 +901-130 +901-130 +90/-13D +90f-13D +9x-126.9 +9x-1 +9x-115.3
48 -130 +9x-130 +90-130 +9&-130 +9x-130 ,9x-129.7 +9x-123 +90'.116.5
as 50 +9x-130 +90/.130 +9&-130 +9&.130 +9&-130 +9(Y-1 69.41-719.
Y 52 +9x-130 +901-13D +9&-130 +9x-1 +901-1 +6661-1 NO CHANGES THIS SHEET.
m 54 +9x-130 -9-079- +9&-130 +901-13D +88.8/427.1 g
56 +9x-1 +9x-1 + -130 +6941-129 ggg
58 +9x-130 +901-130 +901-130 "s
80 +901.430 +M-130 +80. -i
62 +8x-130 +901-130
84 +9d-130 +901-130
88 +9x.130
67-718 1 +9x-130 M Y U
NOTE&
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT I-FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. O 3
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. �Q
3)FOR ARCHITECTURAL WNDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. Ln
4)THIS SHEET APPLIES ONLY TO FLANGE AND EOUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. y, 0 N
� X W
0-j $ H d
Z LI- xo w .a 6
U v u x 0 C3
�2 xo
TABLE DIMENSIONS MAYBE �7( ;Y Z _"oORIENTED VERTICALLY OR I o
1-1/16'NOM. 0
r Z
GLASS STACK HORIZONTALLY AS SHOWN. LL
7118"LAMOJATED 7116'LAMINATED LONG g 0
GLASS STACK - GLASS STACK SIDE -�
.090"SO INTERLAYER 3/16"TEMPERED GLASS 3176'HEAT STRENGTHENED GLASS �'� LONG SIDE ui 1�V3
3/16"HEAT 3116'HEAT STRENGTHENED GLASS T
CL
3x16"HEAT STRENGTHENED GLASS
—STRENGTHENED GLASS 7116'AIR SPACE .090'SG INTERLAYER SHORT y Z
SIDE / 0 W
4 11 4t SHORT a Z x '1°'S
USED AT CURVED USED AT CURVED 5 �' SIDE Z N N
FRAME MEMBERS ONLYSir
11.7/8.O.C.MAX. 29 GLASS SITE FRAME MEMBERS ONLY 29 ~
0 11-718"O.C.MAX. GLASS SITE W
T �n 33
1-2 1-2 �— LONG BIDE —►I } LL
EXTERIOR
EXTERIOR
�'I 20 13 (�•i ste 21 13 SHORT b LONG ��� NY LYN
Y' V� SIDE A SIDE !d�i
GLASS TYPE 8 GLASS TYPE 8 L �1, 110ENyF (i
*r No.56705 -.1D
=-D
SHORT O sT lt/�
SIDE T
�'''S;O/VAL fill I00"
A LYNN MILLER,P.E.
P.E9 68705
PRODUCT REVISED
2X WOOD BUCKSTRIP M comohins with tho FbrWo
_1 EDGE OR FRAMING,SEE INSTALLATION INSTALLATION MO�Cod�17-0614.11
'll DISTANCE NOTE 2,THIS SHEET TYPE C TYPE B EMBEDMENT
"ration
ration oats 02!18!2018
EMBEDMFM 1X WOOD BUCiCSTRIP, By
TYPE A 1/4•MAX SEE NOTE 2,THIS SHEET • Mhm uctCmbvi
EMBEDMENT SHIM -
` TYR ANCHOR TYPE,EMBEDMENT AND EDGE i
EDGE DISTANCE PER SUBSTRATE, DISTANCE
EDGE SEE TABLE 8,THIS SHEET
DISTANCEL.J B
1/4"MAX "
1 SHIM 1
4 TYP.ANCHOR TYPE, .
EMBEDMENT MID EDGE
11 DISTANCE PER SUBSTRATE,
SENO CHANGES THIS SHEET.
E TABLE S.THIS SHEET
USED AT CURVED EXTERIOR f
11 .c
29 FRAME MEMBERS ONLY '.' •e
11-7/8'O.C.MAX. c
CONCRETEdCMU ,
PER ANCHOR VISIBLE LIGHT WIDTH= 5
REQUIREMENT WINDOW BUCK WIDTH-2-3/4'
WINDOW BUCK WIDTH CONCRETIECMU
WINDOW EXTERIOR TIP-TO-TIP WINDOW WIDTH PER ANCHOR
BUCK REQUIREMENT
HEIGHT 1/a•MAX SHIM --{ HORIZONTAL SECTION A-A }^ 9 •ao to
TIP-TO-TIP I O 4 U
WINDOW STEEL � p k H Z 4B r
HEIGHT VISIBLE SELF-DRILLING SMS Z-L m r 3 .ua p
LIGHT (06),SEE YABIE 8, TABLE 8: =ILI0.,.. R B W �
HEIGHT a THIS SHEET Mkt Edge Mex O.C. U U a o O .
WINDOW Anchor Substrate Dis1e»a Min.EmbedmaM S W IL w
F Z p ` 0 aua
BUCK Maim Inc SG=0. 1 W.+.
HEIGHT- Aluminurn 0053.75 min. r Z r
2-3/4" INSTALLATION x12orx14410SSScrew Bt"I 318' 0.063•' 12' pz Q
METHOD D Steel Stud,Or.33 min. ale' 0.045' 18 Gs - 12" r H LL
INSTALLATION ANCHOR P.T.8oldhem Pine(SG-0. 9/18' 1.3/6' it g o
J cn
UNDERNEATH THE umkrwn, 5 min. 3/8" 0.083"' 1r Z
BEADING tEXTER11OR x12 W x14 8teel Bcrow(G5) A36 Steel 3/6' O.oe;r 0 /ee43
St@W Stud Or.33 min. 318' 0.045' 18 Ge, 12' ® m
MIAMI-DADE APPROVED MULLION V4.410 88 CrMeFlex Urpmuted GMU" C.BO) 2-1/7 1-1/4' 12• J (A
21 (SEE SEPERATE NOAH ALUMINUM. Concrele(loin.3.35 ksi) 1' 13/4" it = o Q Z
6 STEEL FRAMING OR STEEL STUD. Cotictete(min.2.05 kel 1" 73/4" 12' < Q y lion
SEE SUBSTRATE PROPERTIES, 1N'Stoll ullum tbncrets(Iain.2.85 kill) 2-1/r 13/0' 12' u_ Z Z
TABLE B,THIS SWEET Lkprorded CMU,(ASTM C90 -1 1-/4 12' O W N N
5 r1W MAX SHIM Omuted CMU STM2-1/21- 1314' tr CD n aQ
�1L SI18'Bt"UR.- C—,(m5 3.3 ksp 1.1/� 131{• tr � W � 3:3
Gmutad CMU, STM C-90 2-1/r iJVM 12- LL LL o.o-
'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.
1X WOOD BUCKSTRIP, 'UNGROUTED CMU'VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. sn/i "'a'sues
SEE NOTE 2,THIS SHEET INSTALLATION NOTES: y LY lil/
N NN '%
1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT MID EDGE .t\•I`�•'•GENS
EMBEDMENT , ANOIC4H PER DISTANCE LIMITS. k' F Y"
_\ ••�
REQUIREMENT 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X",ARE BUCKS WHOSE TOTAL Mln.Fr Min.F. N0.5870$
- THICKNESS IS LESS THAN 1.1/2".1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE Std Saar e2 ktl 120 kd — * •' *—
• '•. INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS'2X"ARE 1-1/2' 410 Sasw pow 110 ktl •b
INSTALLATION DI INCE Tn ANCHOR TYPE,EMBEDMENT THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE E eo tAxeCanO 100 ksl 1n ktl 115
ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 410 SS Elco Crde WS 127A W 180.7 W ST TE
SPE B AND EDGE DISTANCE PER 608378 1 d kd l FNAL' 1 N
SUBSTRATE,SEE TABLE e,THIS SHEET3.FORETAL:THETRUCTURAL •'•-......•''-
VERTICAL SECTION B-B PROVIDEFl1LLATTACHS PPORTkTOTHEWINDOWFRAME MEMBER SHALL BEOFASIZETO Or.33 s stud x�fktl 4�3ka ' 10 ECG
"Ili I 11111`
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA
APPLIES TO WHOLE SYSTEM. A LYNN MILLER,P.E.
P.E.0 58708
PRODUyC1TrqREVISED
2X WOODBUCKSTRIP INSTALLATION INSTALLATION s•Mafny as camp hod•wft':n•nova.
EDGE OR FRAMING,SEE TYPE G TYPE F NOA-Mo. 17-0614.11
DISTANCE NOTE 2,THIS SHEET EMBEDMENT 2, !wp`atb•Data 02/19/2019
1X W1] T
EMBEDMENT SEE NOTE 2,THISHIS S SHEET
my
INSTALLATIONl —� �-- 114•MAX
TYPE E 1 EMBEDMENT L SHIM .ANCHOR TYPE.EMBEDMENT ANDEDGE DISTANCE PER SUBSTRATE, EDGE
1 1 EDGE 6 SEE TABLE 9,THIS SHEET DISTANCE
DISTANCE
i
L L4'MAX
2 SHIM
4 TYP.ANCHOR TYPE,
EMBEDMENT AND EDGE NO CHANGES THIS SHEET.
11 DISTANCE PER SUBSTRATE, 11
SEE TABLE B,THIS SHEET
���RRR��pRRR USED AT CURVED EXTERIOR 'TX'
29 FRAME MEMBERS ONLY I ... .._ 4 11 • •.
®11-7/e'O.C.MAX. CONCRETE/CMU VISIBLELIGHT WIDTH• 6
PER ANCHOR WNNDOW SUCK WIDTH-234'
REQUIREMENT I WINDOW BUCK WIDTH
i
WINDOW CONCRETEICMU LU at _a
HEIGHT 1N Max im HORIZONTAL SECTION GC PER
oa o
U• N 4 NCco
O cQi
STEEL TABLE B: ydQ
SELF-DRILLINGSMS Anchor -..._.._. Substrate i Edge Mlnco
Distame .Embedmerd S 0 cl W N
VISIBLE (G6),SEE TABLE 9, '
VISIBLE
LIGHT THIS SHEET P.T.3oRhslll ro 1.3I 2' Z LL J p
HEIGHT= a12 or ptd 410 9S 9c1ew A�nbn,e003-T min. S Uj & WO
A36 Steel 18' 0.063'• 17 U L) O
WINDOW LZ Steel Stud Gr.33 mins 318' 0.045 79 G*). 12' Z OMO
BUCK P.T.Southern Pine(3Gti0. 9I1tY 1.16' 1T o W
HEIGHT-
INSTALLATION e12 0 014 Stec Screw(G6) Alumkeen, mins o.oaa'• 12 Z O
TYPE
A38 SWI 1e' 0Der fY Q
sWl3tw Gr.33mm ere t9 o.• J Q O
EXTERIOR 114.410 63 Cmt.Flex urymuted CMU, STM C-00) 2-1/2' 1-1/4" 12'
Concrete(min.3.36 kep 1• 1JN' 12' J
Coromins 67 Wei 1• 144" 1T Z Q Is4vS
Mnn( .NN INN, 2.117 13M• 12'
lu 1N'Bteell4traean }4" F' U
MIAMFDADE APPROVED MULLION uteri CMU,(ASTM ) 2-117 -iN• 2' 3 N F
Zt (SEE SEPERATE NOA),ALUMINUM, Gmulod CMU TM 2-112 1—,V-4r- 17 Z Z
6 STEEL FRAMING OR STEEL STUD. C—U. h 3,6 ksl) 1-114' 3N' 12•
SEE SUBSTRATE PROPERTIES, 3116•Steel Ultn3on Grouted CMU ASTM C-00 2-1/2" 12' LL Z W pp
TABLE 9,THIS SHEET •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. O 3 tV N
S �t N'MAX SHIM 'VNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ~ POLI = 1`0Q
X C! n�:
l5
—7'
INSTALLATION NOTES: LL W
1X WOOD BUCKSTRIP, s0/1 -�s.0 ssue5
SEE NOTE 2,THIS SHEET 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE
DISTANCE LIMITS. LYNN
MWId Allo.Fr Mk"F.
`♦ �O,........
CONCRETE PER 2.WOOD BUCKS DEPICTED ON THIS SHEETAS"1X•,ARE BUCKS WHOSE TOTAL 9Wl a— 92 k.1 120 k.1 �1�,•' t,10EN$E'•., ��1
EMBEDMENT ANCHOR THICKNESS IS ESS THAN t-1(C.IX WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE QT
*71
REQUIREMENT 4W3— k0k.i 110 kM
•• . INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS t-12• E1oe OkioCmO 793 Wal t77 k.i -*; No.58�
• THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE {tp SS Ebo GrtlaFleeO 1274 td 19Y.7 kd
ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. SM3-79 Alenkwm 19 k.l 22 W
INS TALLATIONA3e sled 3e kU 63 k.1l
TYPE F DI TANCE EDGE ••,TYP.ANCHOR TYPE.EMBEDMENT 3.FOR ATTACHMENT TO METAL THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO tr. 6hd 33 kW 46 kd LA0,•. S TE
DISTANCEAND EDGE
VERTICAL SECTION D-D UBSTRATE,SEE TABLE ,THIS SHEET 4 IF APPL CAB EU LOWER DESIGN WINDOW DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAS1ONAI-
APPLIES TO WHOLE SYSTEM. //1 I I 1 1117 71
A LYNN MILLER,P.E.
RE.A 68706
PRODUCT REVISED
NP.ANCHOR TYPE,
2X WOOD SUCKSTRIP INSTALLATION INSTALLATION asBWINny c°m 1tod� the tFk.We
EMBEDMENT AND EDGE EMBEDMENT OR FRAMING,SEE TYPE J TYPE K NOA-No. 17-0614.11
DISTANCE PER SUBSTRATE, NOTE 2.THIS SHEET EDGE
SEE TABLE 10,THIS SHEET DISTANCE 1 114•MAX �Wrotlon Dab 2-319/2018
EDGE/1 -y-I EODISTANCE
EDS SHIM
INSTALLATION �> DISTANCE y1WOODBU�TRIP /� Miam uct Control
TYPE I U OR FRAMING,SEE2X WOOD RIP U
OR FRAMING,SEE
— NOTE 2,THIS SHEET NOTE 2,THIS SHEET
TYP.ANCHOR TYPE,EMBEDMENT AND
114-MAX EDGE DISTANCE PER SUBSTRATE, _."-"-"--
3 SHIM g SEE TABLE 10,THIS SHEET
4 EMBEDMENT
3 EMBEDMENT
11 NO CHANGES THIS SHEET.
USED AT CURVED
E7(T�F.RIOR 28 FRAME MEMBERS ONLY b
11-718'O.C.MAX 11 EXTERIOR
4 11
WSW VISIBLE LIGHT WIDTH= ,�I 5 c7 Y U
BUCK WINDOW BUCK WIDTH-2-314' a 3 'tea
HEIGHT 1/4•MAX.SHIM WINDOW BUCK WIDTH - Of a O
I 'D •'�a O 04
HOf
ORIZONTAL SECTION E-E o 0) N
LIGHT INSTALLATION C)ri'S z r
nap
HEIGHT= TYPE L U U ® o
WI W EDGE DISTANCE LU Cc
BUCK #10 STEEL TABLE Mkt,Edge Max.O.C. o j U` �0
HEIGHT• SELF-DRILLINGSMS Anchor Subilti e r Z .-
2'C3 (G5),SEE TABLE 10, Dbtenu o Z O
THIS SHEET 2-1121 x.11 .T. Plne 0-.0.56 5/1, FG- LL
2-112"x.131'Common NOB P.T.SaAwm PkN G-0.58 3!B° Ir S D
2.1,2"x.146' Neq P.T.Soutnem Pk1a SO=0.58 3B' 5" m
P.T.swmam PIM 0.55 Itr 5' 1,euq
P10 x 1'Staal Scrow(GBY 0.093°Aklmkum,6063 T3 min. NIB 6° ® Z O F
La
1116'A36 Sted NIB' S" 3i
21 B 2X WOOD BUCKSTRIP EXTERIOR •MIN.OF 3 THREADS BEYOND THE METAL BUBSTRATE�« N1E S. p ¢ ?
OR FRAMING,SEE P( p z
NOTE 2.THIS SHEET C7 n m
8 �1/4'MAX SHIM MIAMI-DADE APPROVED MULLION INSTALLATION NOTES: W z
(SEE SEPERATE NOA),ALUMINUM, X Z a 0.
STEEL FRAMING OR STEEL STUD. 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT U. FL
SEE SUBSTRATE PROPERTIES, AND EDGE DISTANCE LIMITS. wIu �se0 roues
INSTALLATION TABLE 10,THIS SHEET
2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X',ARE BUCKS WHOSE NeM4a1 Min.F� MN.F„ ��1
TYPE J Q TOTAL THICKNESS IS LESS THAN 1-112".1X WOOD BUCKS ARE OPTIONAL Be"per,, p2W yeI ����Ooy LYNN
EDGE DISTANCE IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD emaT4 Aknenm, to kel 22 kel :'� CE Na �C
BUCKS DEPICTED AS"2X'ARE 1-1l2'THICK OR GREATER.INSTALLATION 76 Slee 3aW krl F
TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS 5,33 7,1 '.kM
OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. *'! N'58705
NP.ANCHR TYPE,EMBEDMENT 1 f=
EMBEDMENT AND EDGE ODISTANCE PER 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE ' T."VI
SUBSTRATE,SEE TABLE 10,THIS SHEETOF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. O •. �..''(V��
VERTICAL SECTION F-F 4.IF APPLICABLE.LOWER DESIGN PRESSURE FROM EITHER WINDOW OR '4ORI011
MULLION NOA APPLIES TO WHOLE SYSTEM. i S
�/;0NAL I NG\��
A.LYNN MILLER,RE
P.E.1F 58735
PRODUCT REVISED
2X WOOD BUCKSTRIP =.-.,
a cmnpMn�wmh theVIoAda
_.,.( EDGE OR FRAMING,SEE EMBEDMENT HOA-Ne�.�od•17-0814.11
DISTANCE NOTE 2•THIS SHEET INSTALLATION TYPE M INSTALLATION
TYPE N [apintlen DHu 2/18/2018
FJy18EDMENT Is
INSTALLATION
1!a•MAX r
TYPE M EMBEDMENT I SHIM MI • uct
/� 1X WOOD E 2,THIS S SEE
U 2X WOOD BUCKSTRIP NOTE 2,THIS SHEET
OR FRAMING.SEE
NOTE 2,THIS SHEET
--b/4"MAX TYP.ANCHOR TYPE,EMBEDMENT AND
J SHIM -- EDGE DISTANCE PER SUBSTRATE,
4 TYP.ANCHOR TYPE, S SEE TABLE 11,THIS SHEET
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE, JR-08408/17-UPDATED
11 SEE TABLE 11,THIS SHEET 9
ANCHORAGE TO F13C 2017.
USED AT CURVED EDGE
EXTERIOR 29 FRAME MEMBERS ONLY DISTANCE O EDGE
(� 011.718'O.C.MAX. -- DISTANCE a
Y" CONCRETEACMU 11 _
PER ANCHOR ..
WINDOW REQUIREMENT 4 11 CONCRETE/CMU a rY 0
PER ANCHOR .^•b
BUCK f VISIBLE LIGHT WIDTH= E REQUIREMENT 3
HEIGHT 1/4'MAX SHIM -�•� �•+- III•" "' a c o
I WINDOW BUCK WIDTH-2.914 p
WINDOW BUCK WIDTH EXT�+ERyIOR N •tW 0 N
V O y N
VISIBLE LU
INSLIGIHT TE DON HORIZONTAL SECTION G-G Z LL „ o
HEIGHT= -- TABLE II. U L) 9 0
SUCK STEEL Anchor SubNteh Mkt Edge Min.Embadnrm Max.O.C. F Z O oaw
HEIGHT-
SELF-DRILLING SMS Distance
2.9114" (05),SEE TABLE 11. P.T.SOuthem ns 0••0.58 J. ro Z j
THIS SHEET Wunbrlum 808175 m1n. J/8' •" LL
Y12 or 4414 410 SS 6crsw A36 St.d 3/6' Q0sr• 3.r g O
Steel 3t 0r 33 min. D.0/5' 18 Ga 3.r rn
P.T.Swftm PIM G-0.55 0/16" 1-18" J.r
Nuffg m 0063-75 min. 3fS O.OW' 3.r '� t•w5
s12 x814 Stud 9c1ew(G5) A38 StsW 316' 0.063"• 3.r fd �+' Z O
Steel Gr.39 min. 318' 0.045" 18 Ga 3.r •
21 TYP.ANCHOR TYPE, U nlut d CMU ASTM 6410 2-117 1-114' 0.T H-
Z
6 EMBEDMENT AND EDGE DC7ER1 174'41089 CnaFLx C�,I"k 3.35 W 1' 1314" b.r O y S
DISTANCE PER SUBSTRATE, Z
SEE TABLE 11,THIS SHEET Concmta mm.2.�kN 1' 1.314' 0.T LL
d.r 0
Concrete min.2.8S kni 2-112' 1 ~ chi c4i
5 MIAMI-DARE APPROVED MULLION
�1/4"MAX 6HIM V4•SteN llkncon 10„ted CMU ASTM C80 2-t12" 1-114• or O Z n�
(SEE SEPERATE NOI ALUMINUM, Grouted CMU ASTM 2-1/2' 1-3/4" 6.r U liJ 3
STEEL FRAMING OR STEEL STUD. 1314• e.r LL LL 11
SEE SUBSTRATE PROPERTIES, Ytb"S"Ltuecon Grouted to min.J.5 k 1-1/4'
TABLE 11,THIS SHEET CMU TM GAO 2-1l7 13l4' 8.r nR1 �sao s•u•
INSTALLATION MIN,OF 3 THREADS BEYOND THE METAL SUBSTRATE.
1X WOOD BUCKSTRIP, "UNGROUTED CMU•VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. \\I
TYPE N 0 SEE NOTE 2.THIS SHEET
�� �"
.. INSTALLATION NOTES: af
EMBEDMENT 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. _* WWI
♦ - • =Cng*Flw@
Min F1 Min.F,
- 2.W000 BUCKS DEPICTED ON THIS SHEET AS"11(",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.1/2°.1X WOOD R kN 120 kd Q'
BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS W ARE 90 W 110 kN
1-12'THICK OR GREATER.INSTAL:ATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS is 166 ksl 177 FN Q I�:
EDGE APPROVED BY AUTHORITY HAVING JURISDICTION.
-� DISTANCE l•Ftae 127.4 kd 184.7kd1,S .,um 16 ksl 22 kNi3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE 30 kN w kN ''ss/OVALVERTICAL SECTION H-H WINDOW FRAME, skc 33W 46W 'If I/,1,1,,,1\\
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER PP.
P.E.N 56705
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�"" _ JA FIXED WINDOW INSTALLATION GUIDELINES 84112H3p ." � BOM,EXTRUSIONS AND CORNERS J ROSOWSKI
PW-720820 - NTS 6 10 OF 11 i MD720�20.1 Q C
PW
PRODUCT REVISED
as eemplyYy with tin Flalde
auaWp Code
Npw No, 17-0614.11
2.784' 2.784• 2.784'
TABLE 12: ,084• --�.I Fes- F!074"
-;J Lr- .094' ExpIratlon Dab 02/19/2019
Item PGT Pert# Description Material .074" .062' • .08Y q
.062 SY
1 42b3C F Frame Alum.B0e3-TS 1.37r t.375. 1
aae Product
lan9°d � L
1,875'
�f' T
2 4285 EquaHeg Frame Alum.8083-T6 .43r .500• w } 500 T
3 4258 Integral Fin Frame Alum.8063-Tb 1.00P f_ p -1 1
ag .500• �-��f - .0eo..4oa �_•p'- .060 °4°r 4 4258 7/16'Lami.Gkas Beading Alum.6003-Tb FLANGE FRAME EQUAL-LEG FRAME ,077•5 4254 LG.Glees Beading Alum•6083.75 O#4253C,6063-T5 #4285,6063-T5
8e 4270 Installation Fastener Coyer Alum.8063-T6
Bb 4224 Installation Fastener Cower Rigid PVC O FIN FRAME
10 705MC Gasket(at 90'comer pWs) Polyethylenes #4258,6063-T5 NO CHANGES THIS SHEET.
11 TP24718 Viryl Bulb Weatherstrip Flex PVC,Duro.85+/-1 1 -►{ .870 �- .34e' o
13 Lbw 791,689 or GE 7700 Beckbedding Sflcons 1 -+ 1.037
20 716UK Setting 81ock,Mario.33116'x 7/16'x 4'1 Neoprene,Duro.86-/-I .975" I &
21 71704A1( Setting Book,I.O.3118'x 13/32"x 4' Neoprene,Dura.tib t/-1
-�'II+- .060"
29 #6 x 1-1/4'FH SMS Stainless Steel ��� �" Y U
30 781PDX #8 x V Quad PH SMS Stainless Steel 7/16"LAMI. I.G.GLASS INSTALLATIONc7� U) ^•a
OOLASS BEADING O BEADING QFASTENERCOVER p 17
#4255,6063-T6 #4254,6063-T6 sa #4270,6063-TB 0 r voo O CD
4
r, 4 co d
�p
QN
J O 6 Z A
06 02 a
SILICONE HOT-MELT BUM REINFORGM'EA4EHT POLYSO- DESICCANT FILL AREA F Z q• FC o
STRUCTURAL �+•• nN
W d-N
SILICONE BUTVLENE 5118"NCM. > Z 2
STRUCTURAL 3118•NOM, SAWNOM. SEAL o 0 a •-
POLYISOBUTYLENE 1/4"NOM. FOAM BUM 6 SILICONE SEAL Z F p LL.
W� DESICCANT ROLL-FORMED Q U O
WITH DESICCANT DESICCANT FOAM STAINLESS STEEL J C3
EXT.GLASS EXT.GLASS EXT.GLASS MT.GLASS S !�
EXT.GLASS Z Z
p W
00 W Z
INT.GLASS INT.GLASS INT.GLASS Z q I
75 KODISPACE SUPER 77 DURASEAL® 7e XL EDGEIN o '� CP I
4SG TPS SPACEONXT"" SPACER SPACER Yt as
LL m
>I!1 'aced Nw$
LYNN y'�•%
�.'•L10ENgF'•% i I
TABLE 13: *: No.56705
Part# Description Material _ 0
75 Kommeding 4SG TPS Spacer System
��` , � ��,:•���
76 Quanex Super Spacer nXf with Hot Mek Butyl See this
Street SS�FL ORIOr.•NG\?�
77 Quanex Duraseal Spacer Materiels
78 Cardinal X.Edge Spacer r 1!I l l l e e tt
REFEREACET :FI-L-571 70 A LYNN MILLER,P.E.
P.Ee 58705