HomeMy WebLinkAboutProduct Approval (3) R E IfE
.SUN 2 3 %�11
MIAMI- P E R:.,"0 f Trf 1'\l G MIAMI DADE COUNTY
St. Lucie County, F1_ PRODUCT CONTROL SECTION
DEPARTNIENT 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.nihimidade.goy/economy
PGT Industries
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable riles 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 includingtheHigh gh Ve locrty 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 10 of 10,dated 04/12/13,with revision A dated 07/02/15,prepared by manufacturer, signed
and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Section 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 member 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#13-0502.03 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. 15-0528.26
MIAMI DADS COUNTY Expiration Date: February 19,2019
?/21! Approval Date: July 09 2015
Page 1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets I
through 10 of 10, dated 04/12/13, with revision A dated 07/02/15, prepared by
manufacturer,signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. 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 previous NOA No. 13-0502.03)
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
along with marked-up drawings and installation diagram of an alumin um 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)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5th
Edition (2014),dated 05/20/15,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).
ManuefPer-.
Product Control Exa er
NOA No. 15-0528.26
Expiration Date; February 19,2019
Approval Date: July 092015
E-1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
t. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their
"Kuraray Butacite@ PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their
"Kuraray SentryGlasO(Clear and White)Glass Interlayers"dated 06125/15,
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 11 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.
F. STATEMENTS
1. Statement letter of conformance, complying with'FIBC-5'h Edition (2014), dated May
20,2015,Issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
2. Statement letter of no financial interest, dated May 20, 2015, issued by manufacturer,
signed and seated by Anthony Lynn Miller,P.E.
3. Laboratory compliance letter for Test Report No. YrL-7212, dated 03/21/13, signed
and sealed by Marlin D. Brinson,P.E.
(Submitted under previous NOA No. 13-0502.03)
4. 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. 13-0502.03, issued to PGT Industries for their Series"PW-
701/720/820"Aluminum Fixed Window–L.M.I."approved on 07/18/13 and expiring
on 02/19/19.
ManuelZPe r
�ier., Product eoutrol� ami
er
NOA No. 15- .26
Expiration Date: February 19,2019
Approval Date: July 09 2015
E-2
GENERAL NOTES:SERIES 720/620
DESIGN PRESSURE RATING IMPACT RATING
IMPACT-RESISTANT FIXED WINDOW VARIES, RATED FOR LARGE&SMALL
1)THIS PRODUCT HAS BEEN DESIGNED B TESTED TO BEE SHEETS 2-S MISSILE IMPACT RESISTANCE
COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
-BUILDING CODE,INCLUDING ME HIGH VELOCITY 48'TIP-T0.71P W07H
HURRICANE ZONE(KWHZ1 4T SUCK WIDTH 4B'BUCK WIDTH a8'BUCK V0D71B
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN 44.114'VISIBLE 4&,/4'VIS®LE 45-114'VISIBLE
WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS Ll ITWIDTII LIGHT WIDTH LIGHTWIDTH F ODU r'VIV�'D�Flwida
INSTALLATIONS ABOVE 30'WTHE HL'IR THE OUTBOARD -+I IMAX -�{ &'MAX F,SHEETS IMAX. Bvild'wb Cod.
LITE(CAP)MUST TEMPERED. B,SM 6 O,SHE T 7 H SHEET S A.ildi.C
3)FOR MASONRYAPPLK:ATIONSINMVU/I47ADE COUNTY,
USE ONLY NIMH RMLS COUNTY APPROVED MASONRY I I I BY
M
USE ONLY
COUNTYUSED APPROVED
M ede Proaun
WERE SOUTHERN PINE,ASTM ON CONCRETE MASONRY A I A p I C E,SHEETS I EBHEETB
UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. SHEETS SHEETS 9U�CK SHEET7 SHEET7 9C G.SHEETS G, a TH EDITION FB UPDATE
4)ALLWOODBUCKB LESS THAN 1-12-THICKARETOSE I xE1GM I EUCK I -------- ATE:07/02/'16
CONSIDERED 1X INSTALLATIONS 1X WOOD BUCKS ARE r HEIGHT
OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE. ------- 92-114' � —I------- 93-IW
WOOD BUCKS DEPICTED AS 2XARE 1-10THICK OR 12'MAX VISIBLE 12•MAX 93-IIr i VISIBLE
GREATER IX AND 2X BUCKS WHEN USED)SHALL BE O.C. I LIGHT O.C. I VISIBLE SMAX UGIT ¢°
DESIGNEOTOPROPERLY TRANSFER LOADS TO THE HEIGHT LIGHT O.C. HEIGHT
STRUCTURE WOODBUCK DESIGN AND INSTALLATION IS T I / BS. T I / HEIGHT I / 96-
THE RESPONSIBILITY
OFTHE ENGINEER(EOR)OR I TIP TO I I HEtGKT ? Q
UCK
ARCHITECT OF RECORD,(ACR). 71P _ .>B
b)ANCHOR EMBEDMENTTO BASE MATERIAL SHALLBE HEIGHT I O n v 0 G
BEYOND WT EMBEDMENT.
OARROWSTUCCO.USE ANCHORS OF I I I I �� O Nry
ON
SUFFICIENT CORNERS
OF
FRAM NTSEALLATIOANT USED 1 1 1 O v Np U1 d
ON ALL FOUR CORNEft6 OF THE FRAME INSTALLATION
ANCHORS SHOULD BE SEALED.OVERALL Z rL (L m J W S O
SEALINWLASHING STRATEGY FOR WATER RESISTANCE OF I F,SHEET B
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND B—"I IF 12'MAX O.C. '+D�j �—12•MAX O.C.r M H.SHEE 8 U U_ X N W
FAL SHEETS MAX SHEET7
THE SCOPE OFTHESE INSTRUCTIONS, C MAX O.G z O O <N
TYP.FLANGED FRAME TYP.EQUAL-LEG FRAME TYP.FIN FRAME ELEVATION m x cD z D'N0
8)MAX 714•SHIMS ARE REQUIRED AT EACH ANCHOR n O O a z O o
LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE ELEVATION(TESTED UNIT) ELEVATION(TESTED UNIT) (TESTED UNIT) �i az m O
SUBSTRATE USE SHIMS CAPABLE OF TRANSFERRING v
APPLIED LOADS.WOOD BUCKS.BY OTHERS.MUST BE
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON FIGURE I: j
THEMBYTHEWINDOW. 12,O.C. SHAPESAS SHOWN BELOWOR SIMILAR MAYBE USED BYVISCROBING THE SHAPE INABLOCK
GLADE TO SHEETS: MAX. AND OBTAINING DESIGN PRESSURES FOR THAT BLOCKSIZE FROMTHE TABLES ON SHEETS 2-L N -Wb 1+��
7)DESIGN PRESSURES GENERAL NOTES----1 �/ ANCHOR SPACING TO BE C MAX FROM CORNERS AND 12'O.C.MAX FOR ALL CURVED FRAME ® Z N N
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE ELEVATIONS___1 � `( MEMBERS,SEE FIGURE 1,THIS SHEET. F
TEST PRESSURE,FRAME ANALYSIS AND GLASS PERASTM GLAZING DETAILS....._`2-5 O O
E130D DESIGN PRESSURES._....2.5 12.O.C. Z Z a -
QA / WIDTH }f WIDTH+I f----WIDTit—�•{ Fes-WIDTH+I <
S.POSITIVE DESIGN LOADS BASED ON WATER lE5f INSTALLATION,FLANGE_._B MAX T r——— -� TEll[
T r 17-PRESSURE,STRUCTURALI CYCLETESTPRESSURE.FRAME INSTALLATION,EQUAL-LEG..-71ANALYSIS AND GLA55 PERASTM E1300. INSTALLATION,IM.FIN A..__..8 I / � � FA �� �i �h� ,y � � 0 ILINSTALLATION,INT.FIN B—......B f1 / p OW8)THEANCHORAGE METHODS SHOWN HAVE BEEN CORNERASSEMBLY.__—.._10 S• xx x I LL (0DESIGNED TO RESISTTHE WINDLOADS CORRESPONDING E%TRUSION PROFILES........-1D Mme. 1 11 L J L— —J oqy 7zeo ccva
TO THE REQUIRED DESIGN PRESSURETME33.1/D°/.&TRESS PARTS UST............._...�..__..._70
INCREASE HAS NOT BEEN USED M THE DESIGN OFTHIS r
THE EVALUATION OF PRODUCT.THE 1.0 ADDU RSTION ACTOR O.WASANCUSED
FORHAT TABLE 1• SOnt T~—�DTM—; T~WIDTH
, T~WIDTH
'i~��H ���,�pl1Y ILYN/y 47j/i'
COME INTO CONTACT WITH OTHER DISSIMRAR MATERIALS TYPv OescdDlon
SHALL MEET THE REQUIREMENTS OF THE FLORIDA 9 / " rel b I ri �� '• 1'LCENyE•`��c9
BUILDING CODE FOR CORROSION RESISTANCE 1 7110 Lnnd VID'M-.09P PV8-311P H5 2
D)RESERENCES:TEST REPORTS FTL3M.385087212; 2 THF WN +e'N9-.ODP PYB-3MCfs 2 x x I NO.5070S
3 1-I11F LA Lro ICT-7HB'AV-3HCM-.09P PVB-3117 H9 3 1 1 1L_ —J LL
ELCO ULTRACON NOA:ELCO CRETEFLEX NOA:ANSVAF&PA 4 1-U+F LemLro 1FT-711W"-3HP HS-.090'PVB-3RB'HS 7
NOS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN ® WIDTH I"^ WIDTH—I f—WIDTH+{ N-WIDRL»{
MANUAL 5 nm13118'M-.ODPSO-311FM --- r--- — --� ;O'•. S OF '
& 7NC LOM 3'18'Ii5-.o9P 60 Will'M9 4 Tr--- Ti' Tr---
10)T14E720 SERIES USES A PVB INTERLAYER,THE 1120 7 1.1H8'L-1.IG 16•T-711FA0.3MVAn-.090-SO-L1FM 5 k ��Sl�'• ORLOp,:'G\���
SERIES USES AN SG INTERLAYER.THE 720 AND 820 SERIES 6 1.1MF LmnLro 18'T-7110 A0-8/1C H9-.ODO'SG-&1F H5 b o o G t3G �' �1 (,fAl.��`�
MAY ALSO BE REFERRED AS THE 701 SERIES Q•SG=•INRARAY SENTRYGLAS INTERLAYER BY KURARAYAMERICA,WC. = z( 1/ x I z /j1/L IIILI7"�,
PVB'=9QIRARAYBUTACITE®PVB INTERLAYER'BYN TRARAYAMERICA,INC. 1 1 1 A,LY.EJrA R•p,E,
L PFJbB705
TABLE 2:
Window Design Pressure(+•h,psf(for Glass Type 7
Lm9 De In) 7116'LAMINATED
57-718 72 76 SD 84 as 92 96 1D0 1D4 109.L2 GLASSSTACK I
30 .1-80 .18D 18D 0.50 +1811 4180 •1.91 4180 +180 .1-80 .180
32 0.80 +180 •/80 •180 180 *180 +10 •180 +180 +180 •1804'-N
VBINTERLAYER
34 .1.80 080 •/80 -180 •180 •1-60 .1•80 080 .180 0-79.8 +/-19.4HEAT STRENGTHENED GLASS
3a 080 •180 08D 080 080 .180 .1-79.7 +/•77.2 0.76.1 41-73.4 0.72.2 3116PRODUCT R WISED
38 .180 .1$0 080 •1.80 .180 ./-781 ./-75.2 .1-R5 0.70.3 0895 0.05.3 f0yine wilh On Fla"
40 +180 •180 •180 .1.79.8 •477.2 N-743 H-71.3 H87.9 H85.1 •183.4 •181.8 BuiIBIDemN rJ-
42 0.80 080 080 .1-77.4--./-74.3 •/-71.3 •188.2 •1847 081.8 089.6 0592 ActWfl.D o( 052
M 080 11$0 0-76.9 0-75.4 •/•R7 +1899 •I85A +/822 059.7 a1.57S USED AT CURVImNmDale
€ 48 080 +180 0-77.2 ./•7&6 •/-70.1 0$68 083.6 0803 •/57.7 FRAME MEMBERS ON518' �-LONG SIDE By
48 +/80 .1•79.3 0.750 •1.71.9 088.3 0$49 .1$1.5 •1582 ®17-718'O.C.MSS BILE Mi i age Ploba
50 080 .1.77.5 0-741 0.70.3 088.7 0831 0-59.7
52 +/-741 0.758 .1-R4 +185.B 0851 081.5 SHORT
m EXTERIOR SIDE ;NO CHANGE THIS SHEET
54 .1.7&4 1-73.8 .1-60.5 0$7.3 0836
5a .lase ./-R ./$&e •1$5.3 � DATE:07102115
58 0-742 */-70.3 •1898 / ESO .1.727 .14B.7 .1.85 L
82 +1.712 •1$7.1 GLASS TYPE 1
81 .1897 H86.5 �-LONO SIDE�i a
fib -147
87.718 087 �
NOTES: SHORT Z a .,,,a
__�]
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1-FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SIDE _
2)FOR SrCES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. O ? N 7
3)FOR ARCHITECTURAL WINDOWS,FWD THE SMALLEST WINDOW SIZE IN THE TABLE ABOVEWHICH THE OVERALL DIMENSIONS COMPLETELYFIT WITHIN -L-F= 'N n a1a0 0
TABLEDIMENSIONS MAYBE
ORIENTED VERTICALLY OR O N J o 3 ''s
HORIZONTALLY AS SHOWN. Z c IL m w a.a.D a
UU_ Xy C,
TABLE 3:
Z 000 O (9 O4L0
Window Design Pressure(4,psf(forGiass Type3 N o Z a Z
Lm9 S de(h 0
67.7/8 72 76 60 B4 88 92 96 H71
104 109-V2 7-1/16'NOM.��� 9 J O
30 +180 +180 080 .180 H80 .180 •180 +18D •180 080 GLASS STACK I wJ I►- GLASS STACK D < N
32 080 +/80 •1$0 080 080 4/8D 080 •180 ./-80 .180 I I I ~
311fi'HEAT N
34 080 .18D .180 .1$0 +/80 0$0 .180 0.60 •180 H$U SHORT ® Z lacy
3116-TEMPFRED GLASS STRENGTHENED GLA55
36 .1$0 0.80 +/80 •/$0 ./8D H80 +f•BD 080 +/.BO +I$0 F
3B 080 .180 4 +/.BO 080 0.50 +/$D .180 0.70.4 0-74.3 3/16'ANNEALED GLASS 3 fn Z
7/16'AIR SPACE O
4D +/8D 4/8D 1$D .1$0 080 080 0•BO 0.797 .1-70.9 .189 .090-PVB < Im a1w
42 •/$0 .180 080 080 .180 •/8D 44 .1•731 .180.8 +185.2 INTERLAYER Z44 0.80 .180 ./$D +1.80 080 0-77.8 H-74.1 0-70.3 083.9 O Z48 •1$0 •180 .180 •1.80 0.792 +/•754 +1.71.7 •1881 5 LONG
48 080 080 •180 180 +1-7.2 0.73.3 .189.5 •1.658 USED AT CURVED SIDE
50 0$0 080 080 0-79.4 +1-75.3 0.71.3 .187.5 FRAME MEMBERS ONLY 29 518' O X Lu 3•
52 .180 +180 .1-80 0-77.1 +1.73.5 0845 ®11-718'O.C.MAX GLASS BITE t1 dl
54 .180 418D W-79.8 0-76 1.71.8 1.9 w11'a:ae sa
50 1180 080 +/-77.5 •1-73.8
58 +180 .1-79.4 ./•75.4 EXTERIOR �J11L1 LYNN1j�''4
60 .180 0-77.11 0.73.5 a 22 21 13 SHORT �,oN
0.75y......,,�]i��
m 080 .0 SIDE •'`\CENSE'•.FP�%
04 +/-788 0.74 Z,`
+/.n2 GLASS TYPE 3
1�'' ND.50705 •'><
87.718 144.9
NOTES:
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT I'FROM THE TIPJO-TIP DIMENSION TO DETERMINE THE BUCKDIMENSION. ��IS'
2)FOR WES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. %�0,'•, ST TE F /[7
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLESTWINDOW SIZE M THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FR WIHM. :;4, -
"%cssloNAL
''11111IIL1,,,
A.LYNN M3 i rn PX--
IL
P.EI WM
TABLE 4:
Window Design Pleasure(4h,pal)for Glass Types 2&4
ung Sid.ro
87-718 72 76 e0 01 Be 92 98 100 104 100012 112 1 Ila 1 120 124 128 1 132 136 140 1 144
30 +ABO +I8D 14D +140 +180 .180 +1.60 +180 .180 +IAO .140 ./AD .180 1 .1.60 180 1-BO .180 .780 +180 +/8D
32 .180 140 H80 7180 +780 I.So 140 .180 .180 ./Ao .IAO .80 .IAO +14D .180 •/80 +/40 .110 4180
34 HA0 .IAO Heo H80 180 +1.80 •180 180 H40 08D +180 +IAO 110 .180 NA0 HA0 +180 PRODUCrRSVISFD
33 NBD +/.80 •180 .180 010 +140 +140 ./8D +780 NAO +IAO 180 180 .140 HAD .IAD m plying.rilh OgFblid4
3B 4180 +18D 180 H80 180 180 +180 140 .180 ./40 +180 .80 1$0 .IAD ea0dins Code
40 .180 +180 180 4110 180 080 180 N40 +140 N4o H80 04U A—plmmNo 15-0528-
42 180 +180 110 180 .IAD H80 140 H80 +180 •140 .140 Dir.1t D.Oe J
44 H80 .1AO +140 080 -/-ED +180 +180 180 140 140 Mi® Dnde Produtl 5p
48 +740 140 +140 +/40 •180 0.60 140 ./80 +r4o
48 +140 .r40 .140 140 +180 .180 ./40 18D
50 4140 .140 +180 +I80 140 1 +140 0-641
52 ./40 ./AD 140 •140 ./AO +/-79.1 NO CHANGE THIS SHEET
54 H40 180 1.60 ./A0 7770DATE:07/02115
58 140 H40 +/40 +179.1
58 H80 140 .140
60 .180 .IBD ./-70.3
62 180 140
84 -/AD +740
66 N80
37.7/8 +IAD t7 y Q
Z a y u8
NOTES _ 3
1)SUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1-FROM THE TIP-TO-71P DIMENSION TO DETERMINE THE BUCK DIMENSION. o
2) FOR SIZES NOT SHOWN,ROUND UP TO THE NEM AVAILABLE SNORT OR LONG DIMENSION. m Q N o
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. N n .IW K ¢
O N LU d
C J N p z ' n
Z LL m W u.oro is
W V O m = ON
Z
1-1/16 NOM. TABLEDIMENSIONSMAYBE Z DND
7/16LAMINATED GLASS STACK ORIENTED VERTICALLY N. p> 0z a N
L� �I TN6LAMINATED Z R z
GLASS STACK I_ I GLASS STACK HORIZONTALLY AS SHOWN. W LL
31,W HEAT STRENGTHENED GLASS LONG -I
.080"PV6 IN1ERlAVER 3116-TEMPERED GLASS SIDE F
3fl6 HEAT 3/16 HEAT STRENGTHENED GLASS ILONG SIDE � $ W w lu0.
3116 HEAT STRENGTHENED GVL55 STRENGTHENED GLASS 7/18'AIR SPACE .090'PVB IN7ERlAVER 1 0 Z LU N
4 11 SHORT O N Z
11 //
USED AT CURVED 5 BIDE 9 SHORT
Z tu
FRAME MEMSERS DNLY USED AT CURVED _
11-7/60.C.MA%. 2B FRAME MEMBERS ONLY 28 O 13 Z Ne
® GLASS SITE ®11-7/8'O.C.MAK. GLASS BRE W O n o
1.3 1.3 LU
EXTERIOR EXTERIOR �-LONG SIDE
a20 13 a 22 21 13 I oru��•+n ro c
GLASS TYPE 2 GLASS TYPE 4 sHORT LONG \71111 n IN 111/77
SIDE
SIDE_ NV LYNN Mj%`�
L I �Y:'•VICENSC'•..'P
No.541%05 -
-� :
SHORT
SIDE $T, 1F5•:4J1•.
A.LYNN MILLER PZ
P.E05sm
TABLE 5:
Window Design Pressure(H-,pat)forGlass Type 5
L.9 Sid.Q.) 711IS'LAMINATED
07.718 72 76 BD 84 88 92 95 10) 101 10&112 GLASS STACK
30 .967-1255 .901.120 .=415.8 .90-111.5 •901-100.5 +9W4M +901-101.6 •901-103.5 +98'-1025 •9M-100.7 •90.97.9
32 +SO-116.9 .90.1108 .90/-105.3 +90-01.8 •901-987 •901-95.7 +98'-923 •901.915 +90.9D.3 +/-89.9 0.89 590'90 INTERLAYER
34 .9W1D8.9 .9-67 03 8 .90-95.1 +901-91.8 0.882 0.84.4 0-61.5 050.1 0.79.8 0.79.1 3/16'ANNEALED GLASS
36 +967-1028 +90-97.1 •901-928 0.88.9 055.5 0528 0.79.7 0.772 0-75.1 H-734 0-722 3/16'ANNEALED GLASS PRODUCTREMED
3a .90-67.4 .90-922 0-88 7 .PW.2 050.7 .1-78.1 0.75.2 0.726 .170.3 ./58.5 056.3 y gsnylying4vi15 I5a FLD id1
4D •911-91.5 ;1- •!•826 0-798 0.77.2 H-713 .1-71.3 •57.9 +Ib5.1 +153. 051.8 1 11 11ui1ding Code 15 �8
12 +90-91.3 s/51. 0507 .f-TTA N-71.3 N-71.9 x/482 +bl7 0b1.a .1595 0582 USED AT CURVED A¢<DI•o�NO n
u M 0583 +/-62.4 .1-70.9 0.75.4 0-721 0489 055.5 0522 •159.7 •157.6 FRAME MEMBERS ONLY 2B 5/B' Di4a1 ,Dme I
16 •/-854 •1-10.8 0-772 0.73.6 0-701 04ae 043.5 +1803 057.7 @11.7WO.C.MAX GLASS BITE `•.-LONG SIDE Dy
4B •l42T •/-79.3 +(-66 0-71.9 •158.3 041.8 081.5 .1.582 MI Dtle HoAl l
60 •/408 •1-77.5 •-71.1 0-60.3 •148. 0-63.1 +(59.7 13
P 52 0-791 0-75.8 0-721 0.67.8 0415 051.5
w 54 .1-77.4 +/•73.6 4/-70.6 •187.3 .(43.5 EXTERIOR SHORT
;NO CHANGE THIS SHEET
67 0- 6 .7-tt +/45.8 .Ib5.3 a 20 13 d DATE:07/07/15
5B .1712 4/-70.3 040.8 L m
e1 •1.727 .(tea •/81 GLASS TYPE 5 p
82 +771.2 +/47.1
64 +(49.7 +1 r---LONG SIDE
66 0-683
BI.7/8 087
NOTES: SHORT lD a y a
1)BUGKDIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT lm 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. GIDE Ir c
3)FOR ARCHrfECTURAL WINDOWS.FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. O
{)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. �N •rap ad�Q
TABLE DIMENSIONS MAY BE tgi W N
ORIENTED VERTICALLYOR O fi
HORIZONTALLY AS SHOWN. Z �LL m W v.•.0
TABLE 6: O U co
X N c O
Window Design Pressure)+F,psf)forGlass Type7 � 170 z
Lm95d9 )
67-718 72 75 90 84 .80 92 so 100 104 tog-11z 1-1116•NOM. g -�-I O
30 •90-130 •901-130 .90-130 •901.126 +901-1220 .901-119.8 •90.1181 .901.117 +80.1156 .91/•1127 .90-109.9 GLASS STAGK 711S'LAMINATED � F a
32 •801-130 •90-1251 .801.118.8 .90.114.8 •901-111.5 .901.108.1 •90.100.3 +M.102.4 +90.102 .901.701.4 .90.99. GLASS STACK Fa.. F
34 .967-723.1 +90.7184 +901.177.7 +90.107.5 .901-103.8 .967-99.7 .901.95.3 +907.92.1 +9W-90.5 0.90 +149.8 SHORT $ y W Iaa4!
38 +W1418 •90•-109e .9W-7DI.B +90.100.5 •901.980 +901.93.3 0-So .1423 051.8 0527 H4f.P 3N8'TEMPERED GLASS 3116'ANNEALED GLASS SIDE ® Z Ot y
38 •801-1712 +90.1012 +901.97.9 +9W-94 .9W-91A ./582 ./51.9 051.9 070.4 0.76.4 .N4.3 3H8'ANNEALED GLASS `� to F-
ID +967100.9 •901.99.8 .9W-934 +9050.1 0.07.2 044 0bD.6 +1-787 +7-73.5 +140.9 .(89 7MO AIRSPACE _.OW SG INTERLAYER O W Z
42 +901-103.2 .90.95.7 +9W-91.2 +AB7.4 081 .1 6 .f- 0-737 049.6 086.9 .1852 < Z K al•x
44 .967-99.7 .96793.1 049.1 055.2 +f-BI 0.77.8 0-74.1 0-70.3 +/STS +1519 11 LL
48 +901-90.5 .9051.3 •7472 053.2 •1-792 0-764 0.71.7 0.887 +1451 5 1 Q 3 Z ^n
18 .901-91.5 0�.5 •14M4 081.2 0.7.2 0.733 0896 0859 _L LONG O g
rn USED AT CURVED SIDE �E W
50 +901.91.4 •157.8 053.7 0.784 ♦/-75.3 •1-71.3 047.6
52 0.89.4 .1.85.6 051.8 0-77.7 •1-73.5 0496 FRAME MEMBERS ONLY 2B GLASS BITE X W dp
m 64 •147.5 •/•89.{ 0-70.8 0-78 0.74.8 @11 O.C.MAX I LL O
1.3
1 e�Wrap save
67 ./556 +1515 H-77.5 0.73.8
58 H•80B .7-TJ.4 H-755 EXTERIOR 1I Ot111111/l/ '
62 -1-80A 1.769 0786 a 22 21 13 SHORT ��``L1NTLYNN AU(7j%
84 H-788 0-I1 -1 SIDE r `���;. .........•.I,,,
68 0-772 GLASS TYPE 7
577/8 0.719
Na 50705
NOTES,
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS.SUBTRACT I-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. •b'. 5• K
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WIND OW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. �1'•,�•7� J ;wZ
4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL•LEG WINDOWS.DO NOT USE WITH FW-FRAMED WINDOWS. :() SATE F :•,f[7�
;���. .F2omDa.•'GO;
S%NJA
aL4REP
5870055 i PF
P.E)
TABLET.
Window Design Pmasure(H-,pep for Glass Types 6&6
LorO R
67.710 72 70 e0 BI Be 92 98 100 104 10?v2 112 110 120 12� 128 732 170 1�0 111
30 +9&-130 .901-130 +9&-130 .8&.130 .9&•13D .9&-130 .901-130 +9&.130 +9&-130 +901-13D +9&•130 +901-130 .9&•130 +9&-130 +9&-730 +9&-730 +9&-130 .9&-130 .9&-130 .9&.130
32 +901-130 +9&-730 +9&•130 +901.130 +9&•130 .901-130 .9&-/3D .9&•130 49&-130 M&-130 •901-130 +9&-130 •9&.130 +901.130 +9&.13D .9&•130 +9&•131) .9&-130 M&-130
3/ +9&-130 +9&•130 •9&.130 +9&•130 .9&-130 79D7.130 +901-130 +9&•130 ;9-V430 +9&•130 +901.130 +9&-730 .9&-130 -.W.1-3D .9&•130 .9&-130 +9&•130 PRODUCrREVISED
38 +8&•tb .9&-130 +9&-7� +9&-73] +901.730 .BOT-130 .9&-130 N&-130 +9&-170 .9&-130 +9&.130 •8&.730 .9&.130 .9&.730 .9&-130 +e&-130 DIYaBwiD�lfie Fb+lh
38 .e&.170 .9&.730 .9&-130 +9&-130 +9&•130 .9&-131) +B&-130 +9&-13D .9&•130 +9N-730 .9&.130 .9&-130 +9&•129.2 .901-127.3 A..PIe Code s�'
t0 .9&.130 .90'•130 +9&-130 +9&-130 +901.730 +9&-730 +9&-130 .90&-1L .9&-130 •90F-1288 +9&-1233 +9&-172 AsocDlmeeNol6'D528.'1b
12 +9&-130 .9&-130 •9&-137 +9&•130 +9&•730 .9&-130 .9&-130 MO.12A3 •90-1232 +M.11A7 +901-118.1 � � i9
N .901-130 +9&•130 M&-130 .901.130 .W.13D .9&-130 +9&-130 +90'•1215 +80'•119.4 M0l•115 RY
�• 10 +9&-13D .9&•130 +801.130 +9&•130 +901.130 .9&-130 +9&-1289 +SB-120.5 .90x•115.3 Mian' odeAaducl
48 .9&-131) .9&•130 +9&-130 +9&•130 .9&•130 +91r-129.7 +9&•123 +80.110.5
S 50 +9&•130 +9&•13D +9&-73] .9&-130 .9&-130 +9&-128.2 89.41.119.
E 52 .9&-130 .9&-130 .901-130 .9m-130 .9&-130 .se&•123 �ItNCFiANGETHIS SHEET
56 .9&-130 .901-130 .9&-130 .9&-15D .88.&.127.1 DATE:07/02(15
56 .901-13D +90-13D .9&-130 .8841-129
55 +9&-130 +9&-130 +9&•130
60 +90-13D .9&-130 .89.&-120.
02 +901-13D .90-137 L
06 +901-130 .90-137
08 +901-13) ID Q
87.7/8 .9&•130 > a N
NOTES
1)BUCK BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS.SUBTRACT VFROM THE TIP-TO-TIP DIMENSIONTO DETERMINE THE BUCK DIMENSION. V 0
2I R SIZES NOT SHOWN,ROUND UP TO THE NEXTAVALABLE SHORT OR LONG DIMENSION. N N N
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE W THE TABLEABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. C9N aIOQ op
4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOTUSE WITH FIN-FRAMEDWINDOWS. p W ' N
Z� NLL W
UU XN d o
tw-Z C3 O p a+Nu
TABLE DIMENSIONS MAYBE o
ORIENTED VERTICALLY OR c O 0 v 0 a o
14/16'NOM. HORIZONTALLY AS SHOWN. '"Z LL Z F UNUC1 LL
7/18'LAMINATED GLASS STACK �.I 7/16'LAMINATED LONG •J O
GLASS STACK I GLASS STACK SIDE Q i1)
NTERLAYER WW"TEMPERED GLASS • 3/16'HEAT STRENGTHENED GLASS f~LONG SIDE I ,& y w 1i°1
EAT 3116'HEAT STRENGRIENEDGLASS 1 ®� Z Of
3176'HEAT STRENGTHENED GLASSGTHENED GLASS 7116-AIR SPACE A90'SG INTERLAYER SHOR7
W Z
11 SIDE SHORT
4CMEN
SIDEUSAT CURVO 3 ZFRAME MEMBERSON ' USED AT CARVED , O®11-A8'O.C.MBITE FRAME MEMBERS ONLY 2GLASS SITE � wx CL
1.3 �-LONG SIDEEXTEXTERIOR SNORT a 22 21 13 SIDE SLIDE �11111Y LYN/V /7j
GLASS TYPE 6 GLASS TYPE 8 ,�,ON......,,
1;• No.58705 ''T
SHORT
SIDE :gyp'•. ST E F ;'•(V�:
'�SS�orvAt tiN��
1/1 n111,11`
A LYNN MB.LER.P.E.
PFA s07os
2X WOOD BUCKSTRIP
,t EOBE OR FRAMING,SEE INSTALLATION INSTALLATION EMBEDMENT
'I DISTANCE NOTE 2•THISSHEET TYPE C TYPE B
INSTALLATION EMBEDMENT ,X WOOD BUCKSTRIP,
TYPE A 114•MAX 01HIrSHEET
EMBEDMENT r SHIM
Il TY DGEDI DISTANCE
TYPE,RSUBSENTAEDGE PAOOUCTREVLIOD
EDGE TABLE
EPERSSHEET TE, DISTANCE B8Cp1nPIYme�'�haP�_ e
EDGE BEE TABLE B,THIS SHEETDAeMcedpmal�ja15-0 ?b.2b
DISTANCE 8 {ry n Dote 19
�1/4•MAX ..
1 SHIM TYP.ANCHORTYPF-
EMBEDMENTANDEDGEDISTANCE PER SUBSTRATE, b NO CDANG THIS SHEET
SEE TABLE 8,THIS SHEET xTCURVED E MEMBERSONLYEXTERIOR
G 11.718'O.C.MAX OPER ANCHORVISIBLE LIGHT WIDTHREQUIREMENT '�WINDoWBUCKWIDTH-2-SDOWBUCKWID111CONCRETEICMU Y Q
WINDOW EIRERIOR TIPTO-TIPWINDOWWIDTPER ANCHOR a Wuy
BUCK REQUIREMENT Ix
HEIGHT 1/4-MAX SHIM HORIZONTAL SECTION A-A o A ,� a� o N
TIP-TO-TIP �j W N
WINDOW W1
2STEEL m o z 48
HEIGHT VISIBLE SELF-DRILLING SMS
LIGHT (135).SEE TABLE I. TABLE B: Z r a W
HEIGHT- THIS SHEET Mln Edge Mas O.C. UU X9 O O
WINDOW AncM Subatnie DlalalPw Mln.EmSotlmem gpaalnp H Z m O q O 0.01
BUCK P.T.Swtllem Ine(S=0.55 W 131' ,Y G W Y
HEIGHT- AluminOm,fi063•T6 min. s 0. 1 n> Q O a z o
2-w INSTALLATION 512.,014 410 S6 same AM Steel 3Is• 706r' 7r �Z RZ (n O
METHOD D steal stud Gr.33 mm. 3/8' 8.045 18 Ga• 12• V
INSTALLATION ANCHOR P.T.SWIMM M.(-- alis• 1315• tr J O
UNDERNEATH THE Aluminum.m5} mIn 3/8' 0.06,•• 1r J Z tD
BEADING EXTERIOR 012 a0f43lael ecmw(135) A36 Stell 3m• 0.054• fY '8 y FQ twr,
Steel Stud,Or.33 min' S/9 0.04708651- ,r 0 Z
UnpmulaA CMD.ASTM fA0) 2-i7 1-114' 7Y J W
MIAMWADEAPPROVEDMULUON ,14.41065 CrtleFbl Z
21 SEE SEPERATE NOA,ALUMINUM. COncmm(m61.3.S5kd) 1' 1314• ,2 9
( ) Iblu:mta v-2.s5Ma 1' 13/4• ,2'
8 STEEL FRAMING OR STEEL STUD. tonemte 8nln 285Me0 2.112 1318' 12' � _Z ? 1181'
SEE SUBSTRATE PROPERTIES, t/4'6tea1 Ntncon Un2muletl CMU,(ASTM 090 2.117 1.1/4' 1r 0 3 W a c
0 TABLE B,THIS SHEET G.—CMU,ASTM— 2.17 1314' 1Y � � Ur na
�1l4'MA%SWM C-1,t(m143.5 Mel) 1•114' 1314' 12• W Za
9196taal UBracan
0-ted GMV ASTMC 2-112 ,314• 1Y LL LL as
•••------��� 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE emt osa0 aaya
} 1X WOOD BUCKSTSHE
I BEE NOTE 2,THIS SHFFT �,\\ON1((LYNN
T CONCRETEPER
EMBEDMENT ANCHOR INSTALLATION NOTES:
•• REQUIREMENT
1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMSEDMENTAND EDGE DISTANCE LIMITS. _ N0.50705 'iT
2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1X',ARE BUCKS WHOSE TOTALTHICKNESS IS LESSTHAN,•17.lX WOOD BUCKS ARE
INSTALLATION EDGEE TYP.ANCHORTYPl EM.ED. OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS2WARE 1-IWTHICK OR GREATER ��•:� 7Z�S .:•LVA
DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BYAUTNORffY HAVING ()•, 57 7E OF �(,�
TYPES SUBSTRATE,SEE TABLE a,THIS SHEET JURISDICTION. ��'��•'•.,/20RIDp;•-\C�
VERTICAL SECTION B-B 3.FORATTACHMENTTO METAL STRUCTURAL STRUCRAL MEMBER SHALL BE OF A S ZETO PROVIDE FULLBUPPORTTO TME WINDOW FRAME TSS/ l
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIESTO WHOLE SYSTEM. A.LYNN MILLER,P.E
P.E/55705
2%WOOD BUCKSTRIP INSTALLATION INSTALLATION
rEOGE OR FRAMING,SEE TYPE G TYPE F EMBEDMENT
DISTANCE NOTE2.THISSHEET
1%WOOD BUCK STRIP.
EMBEDMENT SEE NOTE 2.THIS SHEET
INSTALLATION 1/4'MAX
TYPE E EMBEDMENT SHIM TYP.ANCHOR TYPE,EMSEDMENTAND ��
EDGE SEE
PER SUBSTRATE PRDDUCT8.iIh0D
DISTANCE
B SEE TABLE 9,THIS SHEET 11th, fegxit6lhe Flmlde
DISTANNCE GE Anel Biave�oN 15.06?a.26
*WionD� Iq
IS
�v4 MAx
2
2 SHIM PmMa
4 TYP.ANCHOR TYPE,
EMBEDMENT AND EDGE <NO CHANGE THIS SHEET
11 DISTANCE PERSUBSTRATE, 1t ¢ ATE'07102N5
SEE TABLE U.THIS SHEET EXTERIOR
USEDATCEXTERIOR 29 FRAME MEMBERS ONLY S
011-718'O.C.MAX. VISIBLE LIGHT WIDTH.
CPER AN HOR WINDOW BUCK WIDTH-2�l4�
PER ANCHOR
REQUIREMENT W BUCKWIDTH
1' WINDO • •�
CONCRETEICMU
WINDOW
HORIZONTAL SECTION C-C RE0 REMENT ANCHOR ? 3:
HEIGHT 114'MAX.SHIM Oa a O o
10
SELF-DRILLING SMS I I 2 STEEL -=2ZZZ� OJ m o Z B n
VISIBLE (GS),SEE TABLE 8. uoi0
TABLE B: Z I�
HEIGHT-U HT THIS SHEETLu
Mehr SW.Inm MIO EdIN M4�f3mb.dmenl Mu O.G U U_ X N d D
WINDOW OIeI4nn S acNO ID Z O 2 m 5 '^N
BUCK P.. Pne lS•OS5 W 6' 1 O z LO Y
HEIGHT- 012 er N14 410 SS SC"
Mwo6lwn 5063.75 mm. LB A Q V Z O
2-74• INSTALLATION Ana S1ea 316• 0.063•• 1T o z d z ?i O
TYPE sleelsn.l ac 33min. 3f5• Ga5•"G.• 1Y z O
P.T.BaWMm Pw SG=0.55 SI16' 1.316' 14- g O n
EXTERIOR N12 W N1d Slal ecmW(06) AWMnum,60B1T6 min. 31W O.DB3" 1T
ASB SIM 318' 0.083•• IT 1-
Sm.lStud Gr.33 Ma 3fW 0.045'(15 G'" 12, ® v W Imu
U.9-90CMU.. TMCBO) 2-11T 1-1N• 17
MIAMFDADE APPROVED MULLION 114.410 US Cn1.FbiN F
COnemle Onla 135 u0 1• 1.114• 1T 3 Z z
21 (SEE SEPEMIN NOASEEL STUD.. O
STEEL FRAMING OR STEEL STUD. C—mle(mm.2.55A.1 1' I-wr iT < Z W •lea
6 Coneml4(mm.265 A.0 2-U4- /U4' 1T
SEE SUBSTRATE PROPERTIES, 114'91ae1 UlO.con Un2mwl CMµ(ASTM CSO) LV4- 1.114' 1T O yN O[
TABLE 8,1HIS SHEET �i N c
S Grouted 1. . ..6S0 2-114- 1-314' 14-
�1/4•MA%SHIM Coed G lmin 3.61u1) 1.114• 7.114• 1Y w
6116'SMeI UMcen U � O
GmNed CMU ASTM 600 2-1fT /Jfd• tT LLW aC
'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE .O9 kA-
1%WOOD BUCKSTRIP,
SEE NOTE 2,THIS SHEET
�,ONY LYNN
CONCRETE PER Pa' F�
EMBEDMENT ANCHOR INSTALLATION NOTES:
• REQUIREMENT _ N0.58705 '.T•C'
• '• 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMNS.
INSTALLATION
II 2.WOOD BUCKSOEPICTEDONTHIS SHEETAS'17C,ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN I-t/Y./%WOOD BUCKS ARE -p':�7'�.JS
TYPEF F'�DISTANCE • TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS•2%'ARE 1-IlTTHICK OR GREATER
AND EDGE DISTANCE PER INSTALLATION TO THE bUBSTRATE OF WOOD BUCK6T0 BE ENGINEERED BY OTHERS ORAS APPROVED BY AUTHORITY HAVING i��'' S?TE �`�
SUBSTRATE,SEE TABLE B,THIS SHEET JURISDICTION.
VERTICAL SECTION D-D s�ONAL ANG'
3.FORATTACHMENT TO METAL THE STRUCTURAL MEMBER SHALL BE OFA SIZE TO PROVIDE FULL SUPPORTTO THE WINDOW FRAME. 1 f f 11 t 1I t 1
4.IF APPLICABLE.LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPUESTO WHOLE SYSTEM A.LYNN MUM P.E.
PPJ53T05
TYP.ANCHOR TYPE, 2X WOOD BUCKSTRIP
EMBEDMENTAND EDGE �1 EMBEDMENT OR FRAMING.SEE INSTALLATION INSTALLATION
DISTANCE PER SUBSTRATE, I NOTE 2,THISSHEET TYPE
K
BEE TABLE 10,THIS SHEET TYPE J
EDGE
NSTALLATION DISTANCE DISTANCE 1SHIM EDGE DISTANCE+{
TYPE I O 2X WOOD BUCKSTRIP PRODUCTREVISPD
2X WOOD BUCKSTRIP OR FRAMING,SEE tP1Yleg�tilhNe FloHde
OR FRAMING,SEE NDTE 2TM�CNFFr DuBding Cove 154
NOTE 2,THIS SXEET Aeamima No
• Um Date Ibj
114'MAX TYP.ANCHOR TYPE,EMBEDMENT AND
3 SHIM EDGE DISTANCE PER SUBSTRATE, BY
4 B SEE TABLE 10.THIS SHEET M 1hde PssdlsL OKnsu
EMBEDMENT NO CHANGE THIS SHEE
11 I 3 EMBEDMENT DATE:0710215
USED AT CURVED J1—
EXTERIOR 29 FRAME MEMBERS ONLY
®11-718'O.C.MAIL
11 EXTERIOR
IF�TI� �
WINDOW I � 4 11 V a N w
BUCK TVISIBLEUGHTWIDTH=
HEIGHT 1/4'MAX.SHIM ENDOW BUCK WIDTH-2314' 6 0 A '� 4 r
WINDOW BUOKWIDTH Oa N K
VISIBLE INSTALLATION HORIZONTAL SECTION E-E Z li .� 0 w a L
O J O Z r
N
UGKT W
HEIGHT= TYPE L UVUII V IC h d
WINDOW F Z a00 0 U,' m
BUCK 010 STEEL
Z
HEIGHT- SELF-DRIWNG SMB o m O_
23/4• (G5).SEE TABLE IO, r Z d Z
THIS SHEET v Q~ 1
TABLE 10 S
Min.E4ge MIX.O.C.
Anchor SUD,tnle Oletounce spacing F
2-1/Y x.113-Som NMI P.T.S em Pine SG=0.65 6118' ti' ® w
2.1/2'X.131'Common N.1 1.L SoNhem Pine S0=0.65 318' S O
2.112'X.145 Roo3n Nell P.T.Southern Pine SG-O. 318' S'
21 p.T.SouNem Pine SG=0.55 IIZ• 5' 75
6 2X WOOD BUCKSTRIP EXTERIOR OOB3'Alurrdnlen,W33-T$Ma- SITE 5' a Z_ cl
OR FRAMING,SEE MOX 1'Sled 9ctevl 1/16'A36 Steel 5/18' S O
NOTE 2,THIS SHEEP 1�1
6 _f114'MAX SHOA 0.EM A S Sled TE. Gr.33 5116' 5' p Z 3
SEE SEPERAENO).A MULLION MIN.OF 3THREADS BEYOND THE METAL SUBSTRATE. W
(SEE SEPERATE NDA),AWMINUM, Z
D
STEEL FRAMING OR STEEL STUD. LL LL
%11 yr D sl
SEE SUBSTRATE PROPERTIES,
TABLE 10.THIS SHEET
INSTALLATION IL11I I11rI/
TYPE O EDGE DISTANCE
_C INSTALLATION NOTES: '
TYP.ANCHOR TYPE,EMBEDMENT No.58705 X'
�+—EMBEDMENT I. ONLY ANCHORS LISTED ON THISSHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS
AND EDGE DISTANCE PER = ;
SUBSTRATE.SEE TABLE 10,THIS SHEET 2.WOOD BUCKS DEPICTED ON THIS SHEET AS-IX',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN I-17.IX WOOD BUCKS ARE4�
OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE WOOD BUCKS DEPICTED AS'DC ARE 1.12'THICK OR GREATER :A`D
INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING Ute'.• STATE OF `
VERTICAL SECTION F-F JURISDICTION. F <OP.IOp. \�`
3.FOR ATTACHMENT TO METAL'THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME % g
1111111t1ta`
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER PE
PESSBM
2X WOOD BUCKSTRIP
EDGE OR FRAMING.SEE INSTALLATION TYPE M INSTALLATION EMBEDMENT
DISTANCE NOTE 2.THIS SHEET
INSTALLATION TYPE M 'FGR THIS wsrALLAnou TYPE N
FOR THIS MSTAUA710N EMBEDMENT METNODONLY,
1!d'MAX ANCHORS MAY BE NO
METHOD ONLY, 4. IS THAN O'O.C.
ANCHORSMAYBENO EMBEDMENT I SHIM
•MORE THAN E O.G n 1X WOOD BUCKSTRIP,SEE PRODUCT REVISED
U 2X WOOO BUCNSiRIP N0TE 2,THIS SHEET plyingw De Flmld.
OR FRAMINQ SEE Dwldk Code
NOTE
2,THIS'
AceepUnmN°I$' 6ZA
L+r4'. TYP.ANCHOR TYPE,EMBEDMENT AND tion Drie
3 SHIM EDGE DISTANCE PER SUBSTRATE, By
;rlljRK)R
TYP.ANCHORTYPE, BSEE TABLE It,THIS SHEET MI a aCcu0I
EMBEDMENT ANDEDGEDISTANCE PER SUBSTRATE, < OCHANGETHIS SHEET
11 SEETABLE II,THIS SHEET 3 DATE:07/07/75
USED AT CURVED EDGE
2B FRAME MEMBERS ONLY DISTANCE O EDGE Z
®11.7/8.O.C.MAX •, DISTANCE
CONCREIEICMU 11
PERANCHOR .
WINDOW REQUIREMENT I 4 11 CONCRETEMMU W a N a
BUCK I VISIBLE LIGHT WIDTH= 6 PERANCHEN
HEIGHT 114'MAX SHIM IIF'���"--- WINDOW BUCK WIDTH-2-W
REQUIREMENT O a yO
WINDOW BUCK WIDTH EXTERIOR N y M p N
09
uc1HLT INSTALLATION TYPE O HORIZONTAL SECTION G-G J\/L Z�+ m ? °B
WINDOW FOR THIS INSTALLATION U X N o O
METHOD ONLY. TABLE 11: Z O 3 �
HBUCK
ANCHORS MAY BE NO D1 90 z 0 .ix0
EIGHT-
•MORE THAN 6.O.C. ArcMr swmele Dlcl— Mtn.Embedment 5"•O.G >p-dw O O Z2-W4O
P.T.S0u01em Plan SG•0.51 Bile, 1Jm' w �Z 0.Z W
#12 STEEL #12 cr#14410 SS Be— AluIra 600.}75 mIn 0.0831 s' s O
SELF-DRILLING SMS A36 Slee+ 31W 00631• Ir o
Steel Stud Gr.31 min. 316' 0.045't#Ga w
(GS),SEE TABLE 10, P.T.Swmem Pine G-0.55 8/16• 131#• B•
THIS SHEET 912 w NA Steel Scmw(GS) Mmmnum 600375 m1n. 316' 0.0tO'• 6' ® 89 Z O N
A36 SreeI 31131 O.DBY• tr 30
21 TYP.ANCHORTYP Steel St Or.37 mbL 3IS 0Au•1O Ge• B•
EXTERIOR
EMBEDMENT AND EDGE muted CMU(ASTM c#6 2.12' +-1p' 1r p
B DISTANCE PER SUBSTRATE, 1!4'010 S9 OeleFba Cmcrete(min.3.35 k41) 1' 7 V4' 1r o Z o[
SEE TABLE 11.THls SHEET Cncrete mW.20.5 k41 1' 1.N1' 1r 3 N N(
6 1!4'MA%SMM MIAMI-0AOE APPROVED MULLION C—.1.min.285 kel 2-11r 13M• it w
STEEL FRAMWO OREESEPERATE ABTEEL STUD UL'SleellDncrn IlmGm�uled CMU Aed CMU.STM G#D 2-17 1.110• tiT O LL lu
z aI
SEE SUBSTRATE PROPERTIES, Cxmle min.3.5 kat 1.1M' 1.W4' +r .rnj om0 seal
LL
INSTALLATION TABLE II.THIS SHEET 6118'sbal Uuecm Grouted CMU TM C30 2•trr 1314' 1r
TYPEN IXWOODNOT 2.THIS SHE •MIN.OF3THREADS BEYOND THE ME7ALSUBSTRATE. 11111 1111//
O SEENDTE2,THISSHEET
•4lr,EN„ C,t.
EMBEDMENT INSTALLATION NOTES )Y :' -e '.•Y�%
• 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENTAND EDGE DISTANCE LIMBS. // NO.50705 'f-
2.WOOD BUCKS DEPICTED ONTHIS SHEET AS'1X',ARE BUCKS WHOSE TOTALTMCKNESS IS LESS THAN I.1W.IXWOOD BUCKS ARE V
• ' OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTEDAS'WARE 1.12'THICK0RGREATER. '� IS ;•(r`
�
EDGE INSTALLA71ONTO THE SUBSTRATEOFWOOD BUCKS TO BE ENGINEERED BYOTHERS OR AS APPROVED BYAUTHORITYHAMNG 5 ,'•, SA OF Ori
DISTANCE JURISDICTION.
VERTICAL SECTION H-H 3.FOR ATTACHMENT TO METAL THE STRUCTURAL MEMBER SHALL BE OFA SIZE TO PROVIDE FULL SUPPORTTO THE WINDOW FRAME. /ONAI. �•`
Illrr
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLIES TO WHOLE SYSTEM. A LYNN MOLER PJS
P"56705
ASSEMBLY DETAILS FOR ASSEMBLY DETAILS
FLANGE&EQUAL-LEG FRAMES FOR FIN FRAMES
Dt PRODUCTREVISED
m awrlyingwiW ae Florida
Eoilding Code
A—pw—Tt.M 5 26
ANGLEDICURVED ANGLEOICURVED 1an� �i9
FRAMEASSEMBLY FRAME ASSEMBLY90-CORNER gy
RNER
FRAME ASSEMBLY FRAME ASSEMBLY Mi.. ade Pradiel 1
NO CHANGE THI5 SHEET
m m i L DTE:07/0215
10 f� FL�ANGE
) 10 � m
ALL CORNERS T ) ALL CORNERSTOUSE GASKET USE GASKET IAND/OR SEALAN ) /� ANDIORSEALANT
�) EOUAL4.EG FRAME 1 Co 'Ns
Cr
FLANGE FRAME 13NV 0100 OEG FRAME MREREO FRAMERAM INTERIOR I MITE RED FRAMERAM INTERIOR f�'J NANO ExiER10R FRAME WELDS I AND EXTERIOR FRAME WELDS O AYj W NME (SHOWN)ORCORNERKEYSAT a (SNOWN)OR COfiNER KEYS AT ONJoZSCREW BOSSES.SEALANT ATALL CORNERS kJlSll SCREW BOSSES.SEALANT ATALLCORNERS 2 Ip u. ' W
6 13
~z alio 0 ? L70 LU
�� z z o
2.784• 2.784• 2.784- Z d Z
0
9
4. 884-—•-I I.— OSP+I�— v U O
TABLE12: 074• O 062' D?4' O M. .074' 062' �
Ilam 1.37s i 7.375-1 $ N a luny
# POT Pert# Description Malarial tB76- r�c1^e. ,`fie,,,--,I®g z z
1 42530 Flanged From• Alum.806375 111 1AOD° '43s two•u lltnllt "'"43rB� u"'"u u -DOD- 438' �" p F
2 42&5 EqusHeg Frame Alum.606376 �•--'-��•ons' I �p� t:zs F.Oso-'0°� Z
3 4256 Integral Fn Forme Alum.806376 O FLANGE FRAME O EQUAL-LEG FRAME L— .077' 0 0
4 42SS 711E LamL Glass Bea ft Alum.606315 #4253C,6063-T5 #4285,608375 W 13 n e
5 4256 LG.Glees Beating Alum.8083-T5 3 FIN FRAME u X O mi
6a 4270 tn•tallation Fastener Carr Alum.605376 O #4266,606376 I r LL m
80 4224 linstagallon Fastener Cover Rigid PVC rI
10 70559C lGaskat(at BO'comer 11 TP24718 Vinyl Bulb WeatkonWp joints) Flex PVC,DimPolyethyle.65 A7ATP I+ .87L—^) •mss -+{ 1A37' ``���ON`
13 Dow BBB,GE 7700 SBkone or EquN. � �K•:• 'No.56705 >�
2D 71052K Selling Block,Mono.311E x 7/1Ex 4' Neoprene,Qum 85 41-1 .Oso• r—'DSD- gag.JJJJ = ;�! _
21 71704AK Setting Block,I.G.3118°x 1-3r32'x r Neoprene.Dim 654/-1 '~ INSTALLA710N
22 DURAK718 7/1B"Wn3ea15 Spam 7/16'LAMI I.G.GLASS
P FASTENER COVER 7 IS •cc�
GLASS BEADING 5 BEADING 68 ;0.., s7nrE F ��
29 #6 x 1-114"FH SMS Stainless Steel 4 #4270,6063 T5 RIDP,.•' a;
O#4255,8083-T6 04254,6063-T6 't� '••RD
30 781PC% #e x 1°Cued PH SMS Sleinless Steel '
Illnnnl'•
A LYNN M5ft=PX-
PFJ 5870.5