HomeMy WebLinkAboutProduct Approval (2) RECEIVED MAR 2 3 2016
MMDjADE WANIIDADSCOUNTY
PRODUCT CONTROL SECTION
DISPARTi1r1ENT OR BBCULATORY AND ECONOWC RESOURCES(BER) 11805 SW 26 Siraet,Room 248
HOARD AND CODE ADMOUST12 UCUDIMION T(7803t5-2590 F(796)315-2599
NOTICE OF ACCEPTANCE(NOA} vrrr�m:amednel�govlec�nmv
PGT Industries
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 M'iam'i-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AW)_
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product
Control Section:(In Miami--Dade County)andlor the Allf(in areas other than Miami-Made County)reserve
the right to have this product or material bested for quality assurance purposes. If this product or material
fails to perform in slid 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` w--7011720!$20"Aluminum FIxed Window-LAU
APPROVAL DOCUMENT:Drawing No.MD-720-820.1,titled"`Fixed Window Installation Csuidelince,
sheets I through 10 of 10,elated 04(12/13,with revision A dated 47/02115,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�M ami.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 Comity Product Control Approved",unless otherwise
noted herein.
RMEWAL of oris 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 teff iination and removal of NOA.
ADVERI?SEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the:.expiration date may be displayed in advertising literature, N any portion of the NOA is
displayed,then it shall be done in its entirety.-
INSPTCT110N 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 Peres,P.1.
NOA No.15-4528,26
M�AM Expiration Date: February 19,2019
i.
f471l Approval Date: July 092015
Page 1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. MD--M-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.
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.,"fest 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 Afar 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. 03-1.105.01)
C. CALCULATIONS
I. Anchor verification calculations and structural analysis,complying with FHC-51h
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).
Manu P
Z_/ Product Control Exafuder
NOA No.15-05n.26
Expiration Date: February19,2019
Approval Date: July 092015
E-1 _
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITT-ED
E. 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 06/25/15,
expiring on 07/04/18.
3. TREMCO Part No.TR-14271E EPDM exterior glazing gasket complying with the
following:
a) ASTM 0864 Specification for Dense Blastomerie 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-FBC-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 sealed by Anthony Lynn Miller,P.E.
3. Laboratory compliance letter for Test Report No. F171-7212, dated 03/21/13, signed
and sealed by Marlin D.Brinson,P.E.
(Submitted under previous NOA No.13-050103)
4. Laboratory compliance letter for Test Reports No. FTL-3835:and FTL-3854, 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
7011720/820"Aluminum Fixed Window—L.M.I."approved on 07/18/13 and expiring
on 02/19/19.
Q11—
Manuc Per .
Product Control am' er
NOA No.1 .26
Expiration Date: February19,2019
Approval Date: July 092015
E-2
GENERAL NOTES:SERIES 720/820 DESIGN PRESSURE RATING IMPACT RATING
IMPACT•RESISTANTFIXEDWINDOW VARIES, RAtEDFQRLARaE&SMALL
SEE SHEETS AGT RESISTANCE
1)THIS PRODUCT HAS BEEN DESIGNED BTESTED TO 2.6 MISSILE IMp
COMPLY WITH THE REQUIREMENTS OF THE FLORIDA 48'TIP-TO-TIP WIDTH
BUILDING CODE,INCLUDING THE HIGH VELOCITY47'BUCK WIDTH 48"BUCK WIDTH 40"BUCK WIDTH
HURRICANE ZONE(HVHZ).
2 SHUTTERS ARE 0 REQUIRED WHEN USED IN 444WVISHILE 45.1/4'VISIBLE 45.114'VISIBLE
N T LIGHTWIDTH LIGHTWIDTH PRODp with
WIND-BORNE DEBRIS REGIONS,FOR INSULATED GLASS LIGHT WIDTH Build complying with the Florid,
INSTALLATIONS ABOVE 30'IN THE HWZ,THE OUTBOARD +{ 0'MAX, --.-i 0"MAX F,SHEET 8 2�Mme' Acce nj cc 0
LITE(CAP)MUST TEMPERED. 8,SHEET 6 D,SHEET 7 H SHEET 9 Acap eo Noel�'>7 .2
3)FOR MASONRY APPLICATIONS INMIAMI-DAVE COUNTY, i By
USE ONLY MIAMI•DADE COUNTY APPROVED MASONRY I Mt aProt2ucL
ANCHORS.MATERIALS USED FORANOHOR EVALUATIONS C E.SHEET$ ! E,SHEET a
WERE SOUTHERN PINE,ASTM COO CONCRETE MASONRY A 1 SHEETS 06• C ( SHEET? 0.SHEET 0 G, SETS a T ED )O $ DATE
UNITS AND CONCRETE WITH MIN.KSIPER ANCHOR TYPE. SHEETS BUCK SHE£T7 08'
it HEIGHT L auOK I` fE T 021
4)ALL WOOD BUCKS LESS THAN 114Ir THICK ARE TO BE L_._ HEIGHT —•—___ at
CON$IDEREDIXINSTALLATIONS,IXWOODSUCKSARE �'�-` " " ~�� 83114•
OPTIONAL IFUNIT(SINSTALLED DIRECTLY T09UBSTRA7E. // a2'V4 JJ L VISIBLE v
WOOD SUCKS DEPICTED AS2XARE1-WTHICK OR
12'MAX VISIBLE 12"MAX, I'I $3 UA"
GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE O.C. I LIGHT D.C. t / VISIBLE S"MAX• HEIGHT a
DESIGNED TO PROPERLY TRANSFER LOADS TO THE HEIGHT LIGHT O.C.
' f NEtOH7 ( UC Q
STRUCTURE,WOOD BUCK DESIGN AND INSTALLATION IS � B8' ; ` � i BUCK �M" a
THE RESPQNSIBlU7YOFTHE ENGINEER,(EOR)OR
TIP-TO HEIGHT a
ARCHITECT OF RECORD,(AOR), ( TIP
HEIGHT
S)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE ( ( ( } V o1a0
BEYOND WALL DRESSING ORRROWJ USE TSEALAANCHORS OF 1 _ i [t�
SUFFICIENT EMBEDMENT.NARROW JOINT SEALANT I9 USED i .1._ � ce�
ON ALL FOUR CORNERS OF THE FRAME.INSTALLATION I 0
ANCHORS SHOULD BE SEALED.OVERALL T � � -+-) }�" 2'MAX. � H,SHEET B ( t$
z Ln
BEAlIN01FLASHINGSTRATEGY FORWA7ERRESISTANCE gF g• g.� �.. 1y�,p,C. 8" D 12`MAX•O•C• 11�--••--
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND MAX, SHEET$ MAX• SHEET 7 S"MAX.O.C, tlI� Q�0 � aN
THE SCOPE OF THESE INSTRUCTIONS. 0
6)MAX.114•SHIMS ARE REQUIRED AT EACH ANCHOR TYP.FLANGED FRAME TYP,EQUAL-LEG FRAME TYP.FIN FRAME ELEVATION 8 0 .- z 0
LOCATION WHERE THE PRO DUCT IS NOT FLUSH TO THE ELEVATION(TESTED UN_(T) ELEVATION(TESTED UNIT) iTESTEDUN(T} 00 0 0
.-z o:z F
SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING j
APPLIED LOADS,WOOD BUCKS,BY OTHERS,MUST BE tl„7iy r
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON FIGURE 1:
THEM BY 7HE WINDOW. GUIDE TO SHEETS: 12 O.C. SHAPE&AS SHOWN 9ELCwoF(SIMILAR.MAYBE USED BY INSCRIaMO THE SHAPE iN A BLOCK r.ma
ANDOBTAMINGDESIONPRESSURESFORTHATBLOCKSIZEFROMTHETABLESONSHEETS2$. df N n1
7)DESIGN PRESSURES: GENERAL NOTES.,,...................1 }�/ MAX ANCHOR SPACING TQ SEW
MAX FROM CORNERS AND Jr O.C.MAX FOR ALL CURVED FRAME
A Q
NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE ELEVATIONS „..,,,,,.„„,1 J 5. MEMBERS,SEE FtOURE 1,THIS SHEET. o
TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM ^ GLAZING DETAILS,....,, ,.,..«.«.2 8 n
E1300. '& DESIGN PRESSURES................2.6 12.O.C. (+——WIDTH _i )” WIDTH'-+•( F-WIDTH-^-•I f--WIDTH-*•(
_ Z
B.POSITIVE DESIGN LOADS BASED ON WATER TEST INSTALLATION,FLANGE,..........6 MAX. �j T 1 - - I T - I 1 I ' T( ud
PRESSURE,STRUCTURAUCYCLE TEST PRESSURE.FRAME INSTALLATION,EQUAL•LEG-„...7 1j 1 i i
ANALYSIS AND GLASS PER ASTM E1300.
INSTALLATION,INT.FIN A,„. $
INSTALLATION,INT.FIN S,._,.,,..9
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN CORNER ASSEMBLY.,...,......„«..,10
DESIGNED TO RESIST THE WINDLOAOS CORRESPONDING EXTRUSION PROFILES..,„......w..i0 MAX L� ^� entt 'asap aata
TO THE REQUIRED DESIGN PRESSURE.THE 33.113°%STREB9 PARTS UST... .................„..,,.,.,.,10 1
INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS T 1 ttr
PRODUCT.:THE 1,0 WAD DURATION FACTOR WAS USED FOR } F---WIDTH--=ti I” MOTH--i )� WIDTH+•( (� WIDTH *( \ tii 111 f!I
TABLE 1: 7- r— "1 J r i ``����pq\Y LYNN Mid
THE EVALUATION OF ANCHORS INTO WOOD.ANCNORB THAT BheN 1 r` T T ( `
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS Type DepodptbA N k ,� .. ,• 110E�lgF•.,�F,p r�
SHALL MEET THE REQUIREMENTS OF THE FLORIDA
toUL '
�[.t
BUILDING CODE FOR CORROSION RESISTANCE, 1 7118•Lim 10'An-.020”PVB-3110'HS 2 ' f x No.$g7pS >�
2 7115'Lith 3110' •,020 PVS•3118•HS 2 t1 1
B)REFERENCES:TEST REPORTS FTL•3835,3850 8 7212; 3 1.111 Lunl.K2 B'T•7110• I,-3✓1661A,",OBD'PVB•3fi8 S 3 1LLJ .i.4_ �.J 1 '-U � P�"5
ELCO ULTRACON NDA ELCO CRETEFLEXNOA ANSVAZ dPA n4 1•t18Lima. 18`T•114'fV•3d . WIDTH �1 h"WIDTH •( )► WIDTH+( '7 NDS FOR W000 CONSTRUCTIpN ANb ALUMINUM DESIGN 1C� 7116'Liml 18•An-.020'SO• 8' i WIDTH $MANUAL 1.-___ r _ _ T _ 4
0 7 tE 3116'HS•.020•SO.3!a Hs 4 [� - T T '•,k
YER,THE 020 7 1.111'UmLl S'T•7110-3fIO'10' •.080'80.3/16` n i �r�Ls ••�O�t10A'•.••\'C,��
SERESUSESTHE 720 ERIES USES A PVB AN DINT RLAYER.THE 20ANDMSERIES ${ Y j } , !, 'stttttttlltt�
6 1a sa'Leml.Kt sa•:•7116"Alr• 0'H9•.o2B•aG•3116 H9 6 �, 'tt f�N/1l.E�
MAY ALSO BE REFERRED AS THE 701 SERIES. &SG'="KURARAY SENTRYOV INTERLAYER'BY KURARAYAMRiCA,INC, i
'PVa"a'KURARAY SUTACITE PVB INTERLAYER'BY KURARAY AMERICA,INC. L A.LYNN MILLER.P.E.
P.E.i 567005
TABLE 2:
Window Design Praseure(+hapsf)forQ1osa Type 1
n 7116'LAMINATED
67• 6 8 1 09
0
+1.8 + +.6 +• +J a/66 +1 +!•8 80 .g0 GLASS STACK 1
*•60 + +t + at +1• + + +• 090`PV13INTERLAYER
+1.80- +-60 ♦ 480 0-00 M• 4 0 +l +.a •!•7a. 3128 HEATSTRENGTHENEOCLASS
+h8 +l +. r. ♦ +t rt-0. ,2 b.l +t.3. 4.72.2 3116'ANNEALEDOLASS LNtODUCTLUiViSED
+. 41 rf• +J + +1- +1.7&2 +!•72 t!•0. +1.60. 0415. as complying with ftFlarlda
+• +t +! 41• +1.77.2 tl• r!• + 7.6 + +/•63. '.+ Buitdin8 code
42..;.:::, + t1 41. +. +• .3 +1 + 7 + 1, 4. +F441.2 4 11 Aa l,fo O
+1.80 +1.7&9 +47&4- +.2f +. :+:6 -•+4)Z +1 :...,. TS USED ATCt1RVE0 tfeH Dal
Pl
AB t4; +480 +. +!. .6 +1.70.1 41 +140.0 +1-80.3 Q-67.7 FRAMEMEM13ER80NLr
+1 +1.7973 +.TS a +!•71.8 r! .3 +1 l +f 1, +l- 2 (�11.718.O.C.MAX. 2B GLASS SITE }'�`-" LONG SIDE 8
ndoFCodON W[a'
62 +!• 4.7 6 ti.ift H +145.1 + .5 SHORT O MAGE 07 0 S S E
b 0-77.4 +. + .6 tf .9 +1.03.5 O SIDE <
DATE
58 +I.7b +l•2 #)v.8 + i
+1.742 +• H 20
+166. + b
..1.2 +1 GLASS TYPE 1
u
+1.88.3 + .b }� LONG SIDE ^-►i
A I at
ES• M 6
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-VP DIMENSION TO DETIE MWE THE BUCK DIMENSION, SHORT
2)FOR SIZES NOT SHOWN,ROUND MeTO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. SIDE N
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL.DIMENSIONS COMPLETELY FIT WITHIN. 0 4 0
'd• NW
TABLE DIMENSIONS MAY BE ly
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN,
a p
TABLE 3: W
Window Design Pressure(+h,paQ for Mass Type 3 gy > p c
014-10 1 72 1 TO 1 00 04 1 as 02 go 100 104 1 2 or Z 0.
30 +!•80 480 t! 4 rt +! +! +1430 +! +140 +1.60 GLASS STACK GLA LAMINATED N
32 +l 0 +! +80 4 + 4! +! +1 +1 +J• +. GLASS STACK
+ 480 + +.8 + 4.80 M + hl +! rl 311VHFAT SHORT w faoy
+ +1 + 80 +1 +8 +!• +160 +1.80 +1.60 4.80 +1 31"IS'TEMPEREDGLASS ! STRENGTHENED GLASS �"I SIDE iC
♦ t + 0-110
+/ +f
-*1.70.4 +•0A +1.74.3-
+ t +!•D t! +-80 +l r. +l• T +•73. +1.0.9 +f 7118"AIRSPACE 3J16"ANNEALED CLASS
2 +! +1.6 +! 0 + 0 +1 + +hTl +J• 1 +l 4 .9 +1 INTERLAYER 00
4 +. +•80 +• +.8 +.80 +•7,0 +• 0.703 +147.6 +1.83. 11
+1•D
41-60 + 80 M•8 +•79.2 +•75A +1.71.7 +1.68.1 48.1 8 TONG
4 +/41D
+/.W- + + -01-1132 a. 3 +.8 +h 8 y/ SIDE
50 + 0 H +!BO t. +.b,9 t-i. + .5 USED AT CURVED 618'
+l•8 +I.6 *1.6%6 FRAME MEMBERS ONLY 28 G D.
S4 t! 0 +.80 tl.8. t•7 +!•71.6 11•718"04,MAX GLASS BITE
+•80 t it• .6 t. 1.3 n iti nsi aopag
B 4 N• .4 +i•7 4EXTERIOR
60 +. 4. .a 4,3 `��11 L LYNN 11J1j�i
+! +• �3 22 21 13 •"� SHOflT ��� �0�. , . r1!/1� �i�
64 +-'Me
41.74 910E �� �,: y10ENSF'',,t�'F fry
+Mr GLASS TYPE 3 ?,
f6 +.746
17' N0.30705 •'�
SES• _ 40; ,
1j U DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT V FROIMTHE TIP-TO-TIP TIP DIMENSION TO DETERMINETHE BUCK DIMENSION. Ty y
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. •, �+ J j
3)FOR ARCHITECTURAL.WINDOWS,FWD THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN, '�'•,
'TATE F
ZONAL IF""•,,`
A.LYNN MILLER,RE.
RE.N 88708
TABLE 4:
Window Design PFeauro(+h peg for Close Types 2&4
1 2 00 84 t0D Dt 11 12 1 1 1 1 1 1
30 +•80 +1.80 +1.80 +! 0 +1• +1.80 +/•BD +180 +1 0 +1 :t +•D + +• +l +•80 +h80 +
2 0 +/•8D +1-80 +1• 0 D W. +1 +t•0 + + s +.80 ;1780 +.8 + +l• N +t +A00
3 +1 + +l•8 +l6 + +1 0 + 41-69 + +1 : + f +l• +! +t
PRODUGTRBVI$SO
+l• +1180 +!.0 +•60' +i +t ..0 D +t +•60 +1.80 + +•8 +.8 +l + +l n c°mpiyin8+xi,h 0�p FWdda
+!
41-80 + ♦ +t 8 a. 0-80 '1774-0-0 +8 +/' +1 + +f D 0.80 B+d 8 Codd
+ +80.... . ♦ +/ N +1 +! +1 +l8 H.0 ActtplaacoNo 1.6-0,590
+!
44 0-8
+ a + + 0 +1:60'.,.., ^sf ', <;..+ •.:....* s1 +Y pim, I OMo-
0 +1100 +l ♦80 .80 --7+Z— +!80 + +. +80
MI Dade Im
�-• � +!•8 +t +1.80 +•80 + + +.
Ay
6 + +l +J 80 —+7-m— + --+TA—
10 4 +/ +1.80 +1.00 +f + O C"F(�it3E T_N,I$6 E
.•a0 a.$D : 0.80 + +.71ATE: THIS
S4 +8U +t + 4140 +/•
+140 +10 +I-w
+1 + 1).79.3
62 0•BD +.80 �'
+80
+1448z
88 4.80
Bl•IB +. wS2d
`N
2)FOR SIZES NOT SHOWN, OUND SHOWN. FLANGED WINDOWS,SUBTRACT 1-FROM THE TIP-TO-TIP DIMENSIONTO DETERMINE THE BUCK DIMENSION, 0 r
t,ETO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. QW.03)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN, >c �a{
V I ro
i-1116'NOM. TABLE DIMENSIONS MAYBE g!2
xO Q
GLASS STACKORIENTED VERTICALLY OR
71161 LAMINATED 7o 0 v N
H8'LAMINATED
�i 4 r
GLASSSTACK —"� GLASS STACK HORIZONTALLY AS SHOWN.
080•PVB INTERLAYER 3116"TEMPERED GLASS 3716'NEAT STRENGTNENED GLASS BIOS
3118'HEAT 3116'HEAT STRENGTHENED GLASS �..._. LONG SIDE �!-
3116"HEAT STRENGTHENED GLASS STRENOT14ENED GLASS 7/I6"AIR SPACE •080'PVS INTERLAYER — ® Wits
11
HORT
USED MBERSONLY 4 11 USED AT CURVED B 6G� SS+ SHORT I°
IDE 0
FRAMEMEMS£R80NLY 2S i_
®11.716.0.0.MAX• GLASS BITE FRAME MEMBERS O.ONLY 28 4
1�3 ®11.716'0.4,MAX, GLASS SITE
-3 1
E EXTERIOR — LONGSIDE —►j p
rx<� 20 13 �) 22 21 13 �" °aI •a°ua ca+S
GLASS TYPE 2 GLASS TYPE 4 SSI{{DE � �` 81�G soN�ILYNN lt
SHORT ��j I.
SIDE
S
A.LYNN MILLER,P.E.
P.E.a 88706
TABLE 0:
Window Design Pressure(+l,pep for Close Type S
Sida a 7110"LAMINATED {�_
87.71 72 8 im 101 2 GLASS STACK I
6 +801- 4 +90t•120 + •f 5.5 +901.111. +$01.100,5 +9131-105 5 +$01.103.5 +0.1 5 40.100.7
32 +901-110.4 +80.11 ♦ 801
3 +8 f.6 a •PS7 +901-953 ,6 t +. t.$ 090 8G INTERLAYER
108.9 + -*92 +/ t! 1. +! .1 +h 9 +, 3110"ANNEAI EO CLASS
30 t +90 7 +901• ♦ $ ♦/ 2 +• +1.77.2 +•6.1 0-714 +h 12 3110-ANNEALED GLASS
38 + `♦$0 :2..-+l +1.03 + 7 +1.78 +1.7. +t•2 +•0.3 +•0S +1.08. FRgDUCTRSVISBD
0 + e t! +.0 0 +. +. +1. t. + +1 1' +l 110. 4 11 aecomptYfnnBg�vilhlhaFlmldU
......♦ !'9: + +•60 t. +1.7..3 11.1. + .2 1411 +/ N•6.e +1.60, BU11din8Codo (�� .�
A USEDATCURVEO ActEpll cc Na ,F
A3 ♦. ,4'' t: N: +: + + 6 5.,.,.+r 2 NS9.L +1 B. FRAME MEMBERS ONLY 20 DASA
+. 4 +!• +•7 2 +!• .8 al• .1 + + 3. N + T. l�tf•710"O;C:MAX. GLASS SITE+ +1.79. +• a•7.9 +1 .3 + +. +!• 1� �^- LONG SIDE ;By,
60
+1-8%9 *F.17.5 +. +1.70. rl .7 + .i +!
5 +1-79.1 41-76.6 +1•
64 t•7. N• , 11-70. +!$T.3 ♦ .6 EX�7ERSOR SHORT cy QE f $ T
16"4",
SIDEi:�/ :+1• .3 + .0 �3 20 13 .1 f) E:D7 01 5
+ 1 +ae GLASSTYPE6 �+ T+•67 �*-LONG SIDE •�+•{
U
11
1)B
ty UCk DIMENSIONS SHOWN,FOR FLANGED WINDOWS,SUBTRACT f"FROM THE TIP-TO-TIP 03MENSlgN TO DETERMINE <E THE BUCK DIMENSION, ,tea
2)FOR SIZER NOT SHOWN,ROUND UE TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. SIDE
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN, c it
4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEO WINDOWS.00 NOT USE WITH FIN-FRAMED WINDOWS. } d •a
TABLE DIMENSIONS MAY SE 9x
RJ •f ,�j
ORIENTED VERTICALLY ORl $ uMao
HORIZONTALLY AS SHOWN. xZLL
x 1P6
U X
g
TABLE 0, O
F 1 5
Window Dealgn PmssUro(+1,pef)fortbleee Type 7 IQ-!� p 0
72 To I so 84 as 92 go 10p 1 1109-1* 1.110"NOM. -.I1..-. L O
30
+901-130 + •f +901430 +90.1 +90d 0 4901.119.8 +90.1101 +00. +W415.11 + •12.4 490-109.9 GLASS STACK 7118"LAMINATED 7
3z
+901-130 +0-125.1 4 + .11.B + .1 . +901-111.5 + h. 8.1 49"1 1. 4904102,01 1 +1%102 +0 •01. + GLASS STACK
+ •2.1 + •1 4 + 1.11E +901.107.6 4901.10&0 + • •95. +901-92.1 + - .0 +l +/ 0
+901-iia - t • + .t +80/.94,6 +901-0.3 N. 0.8.3 s ,9 + .3 +-1-811.2 3116'ANNEALEDGLASS -+� SHORT ® la US
+90+f1 ,2 +0-104.2' + .9 s90/• + .f. +4az t ,$ +10L9 1110 t•7. +• 3/76"TEMPEREOOLASS 3118"ANMEALEDGLA9S SIDE AE
1
+901-108.9 + ,e + 4 +00• ,1 s, 41-04 +• .5 +1-7 7 +113 +.70,9 t 7110"AIR SPACE
2 + •103.2 +W-25.7 +001-91.2 +1.0,4 + 4 N• 8 +• 11.73 f +/ +.08 t ,090.80 INTERLAYER O
4
41 0.0.1 H ,2a 0. +1-7.8 ♦.74.f +1-0,3 tJBT. +1.63.9 ii 2
8 + .90,6 + .3 +i 8i,2 +1.83, +1.79, r1-6 N•i. +i 00 +1 .i S ZV
48 + .6 + +. +14"2 +• ,2 +.3 +1496 4140
L!>Nfl
W.B. t. +. +. N• .3 N USED AT CURVED SIDE
+ 11.80 0 ♦•8 +l• +•7. +t FRAME MEMBERS ONLY 20 00'
54 t1 .5 0-814 .8 + sJ.!• tf9 fi•718'O.C.MAX, GLASS BITE j
H •J. +. 8 7.3 et tt 'aw0•+1.831 t .4 ♦. .4 _
60 +J 1 . +1-73.5 E
*14 4 ♦1t _�� 22 27 13 --4BHOD�T ON�
GLASS TYPE 7
NOTES: No.05705 •'
1)BUCK DIMENSIONS SHOWN,FOR FLANGED WINDOWS,SUBTRAOT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 3 Y�..+.-
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. S
3)FOR ARCHITECTURAL WINDOWS.FIND 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..L4kUldhi`R P.E.
PAS60705
TABLE 7:
Window Dseign Pressure(+!•,pal)for Main Types 6&8
LOW a
67-716 72 aD 8 aB 8 BB 100 4 •12 112 Ito- Z Z 1 32 1 1 f
+9W-130 798/-130 #99/•138 +901.1 +W,138 t 13130 M-13$ +991-136 +901.13D +9$1.38 +=.I 30 +567.1 79 .1 +901.1 40-13D +901.!3$ +�(.f +BOI• + ,130
32 +8-•130 +901.130 ♦90/•i30 ♦g01•t30 +W-30 ♦9W.i30 + ,t -+W.130 +901.7 +906! .30 ♦9-130 + r •4 + •1 ♦ 0 + .1 + .130 + -
.. 34 +0.1&- 49W4 + •130 + .30 +W-13D +9061 + .130 +907.730 +91V.13D +0-130 *OV.130 +#01.130 #104 +9W.1 +1106130 + .1 + .1 PR0OUCTRSVISSO
. $ t .1 + 30 '+90i.1 +9Wt ' + .1 a .1 + •f 42-OT-i-30 + . + .38 r 0 +901.30 49W-1320 +W-13D ♦ .130 tangly �ittoftilkIth
38 49W.130 +90/•13D +901-131) +got.30 +9Wt ♦ .1 t .30 + .t +906130 ♦8p1.13D + ♦901.1 7_961-420.2 +DW-127.3. nGO
.. 0 ...+ #901.13$. .+901-30.. +9W- +gp-130 + .30 t 4 r .t ♦WW + .12 a + .123.2 +901.22 AetcplagncoNa��"D5,��".2p
2 + •i +0. +901.1 +W.130 + .130 .+W-00..`#901.7 +98'.4 . -+0.1212 + 04 ..40._116.4- G01t ,Data )9
M +90/-138 1801.130 t +901.1 + •130 + -0 + .30 ♦ -724.9 + .1. +9 •110 '
�ny
�- 8 + +9W0 +9 •1 + .130 +9p10 +901-130 ♦ •128.9 +901-12T5 +801.11. Atom e t
�a +901.1 + •1 +9W-130 + .130 #0435 +gW12.7 +g01•t23 + .1f.
so +907. *UW.! + .30 + 4 «gob +94'•128.2 .A61tg. O C}{A,i�G6,; S 3i"IEET
62 +9-.30 +901.30 1RMP113Q + .13D +9W.130 #88.8!•123 < , .,
$4 # -! +901030 +907.130 +9W.13D + .127.1 �O�/TEO7102!'i6
68 a ♦9-130 +07.130 +69.41.129
+ .130 +901.1 + •1
60 *0430 #901• +89. -129.
u
82 + .30 ♦ •430
+ .3a
6i•T!B r •430
NOTES: tO •nay
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT I'FROM THE TIP-TO-TIP DIMENSION To DETERMINETHE BUCK DIMENSION. Q
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION, f3 c
3)FOR ARCHITECTURAL WINDOWS,FINDTHESMALALLESTWINDOW SIZE INTHE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. ? S� � rima p
4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.00 NOT USE WITH FIN-FRAMED WINDOWS. a
2� Iri li fqZ�,{ uHa (5
TABLE TED VE DIMENSIONS MAY R p
~ m0 C(9 m0
ORIENTEOVERTtCALLYOR p 00
t•111VNOM• HORIZONTALLY AS SHOWN, r Z' 1L z N
STACK
GLASS
IRS*LAMINATED 7118"LAMINATED LONG Q
GLASS STACX IGLASS STACK SIDE
090"SG INTERLAYER 3118'TEMPERED GLASS 311$'HEAT STRENGTHENED GLASS I-- LONG SIDE 1#m4S
3118'HEAT 3118"HEAT STRENGTHENED GLASS
31ie'HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7116'AIR SPACE ,090'SG INTERLAYER SHORT O
USED AT CURVED 4 11 L a 11 ( SHORT ! z m
) O .�� a
FRAME M 'ONLY 28 USED AT CURVED z
3
(�41-718-7/r o"OG MAX, GLASS SITE FRAME MEMBERS ONLY 29
@ 11.7!8'O.C,MAX. CLASS SITE 7>j S
1.3 1-3 f-»- LONG SIDE -+� C3 �L
EXTERIOR XTERIOR r111 '3900 empmg
/V''-''i 20 13 1'j 2221 13 SHORT y
GLASS TYPE 6 GLASS TYPE 8 ai F p 8 DE `���� y 14Y.. dee.
tY: No.68705 T7
�.
SHORT
SIDE
GNAL -5
A.LYNN MUER,P.E.
P406870
2X WOOD BUCKSTRIP INSTALLATION INSTALLATION
EDGE OR FRAMING,SEE TYPE B EMBEDMENT
DISTANCE NOTE%THIS SHEET TYPE C
INSTALLATION EMBEDMENT 1X WOOD SUCKSTRIP,
TYPE A _ I,.� 114•MAST SEE NOTE 2,THIS SHEET •' t.
EMBEDMENT I SHIM fYP.ANCHOR TYPE,EMBEDMENT AND " EDGE PRODUCT REVISED
j + EDGE DISTANCE PER SUBSTRATE, DISTANCE or 'Iyfn$wtthdtePbrlda
—L--=- ~ SEE TABLE S,THIS SHEET , ,; BnildlapGot4
de
EDGE 8 AssspWau Na{rJ•0 r •�q
DISTANCE
1/4'MAX • is �.
1 SHIM 1 By
MI n ro ct
4 TYP.ANCHORTYPE,
EMBEDMENT AND EDGE t ' <. a O CHANGE T IS SHEET
11 DISTANCE PER SUBSTRATE, f.-, A E'07 216
SEE TABLE S.THIS SHEET
USED AT CURVED11 i m
20 FRAME MEMBERS ONLY "• X� EOj3
®11.710"O.C.MAX. CONCRETEICMU 4 11
PER ANCHOR _. VISIBLE LIGHT WIDTH S x
REQUIREMENT WINDOW DUCK WIDTH•2-3t4'
WINDOW BUCK WIDTH CONCRETEICMIJ n
WINDOW EStTERtOR TIP-TO•TIPWINDOWWiOTH PER ANCHOR nea
BUCK REQUIREMENT a O r
HEIGHT {;7 1/4•MAX,SHIM HORIZONTAL SECTION A-A fl
TIP-TO-TIP
WINDOW #42 STEEL Z �J B
HEIGHT VISIBLE SELF-DRILLING SMS a"O
LIGHT (OB),SEE TABLE 8, TAUS 8:
HEIGHT■ THIS SHEET Anchor 8ubstnele Ml7H�lico M1A—EdgoIn.Embadmonl B a'C' U_2 X1 a y a N
WINDOW \\\ So m {tt '+'O C7 0Ma
BUCK HEIGHT- INSTALLATION N12or#1441098Somw am num OWN See c 7 O O � � v
2.314• 3681aH 8• A •• r Z D.Z a
METHOD D suet stud or. m . s o,0 9 49 oe' 0
INSTALLATION ANCHOR P.T.Sou! m Pins t�A99 WIG* 4 3f8 t2' to
UNDERNEATH THE W um• 3 m 31 0, ¢ p
BEADING EXTERIOR M12orN14Steel Screw(09) A33 Steel 310' D, •' 1 F trays
Steef SI Or. n. 310, ,Od5'10 n• 7 z ...tl
UnmWed CMU.(AGTM C40)
MIAM=DE APPROVED MULLION 1/41410 88 CmIeFN% Conorete(min,3 35 ke yi r 1Si4' 42• F
2) (SEE SEPERATE NOA),ALUMINUM,
8 STEEL FRAMING OR STEEL STUD. Ca nrete mfn.2A a 1' 1 (n r
narete m , .e9 a> +r �14
12• z Z
SEE SUBSTRATE PROPERTIES, 114'Steel UdtreeonLot
route C 9 2.11 1 W gj
SABLE 8,THI6 SHEET OL tP�
114•MAXMAK SHIM Orotdetl C BT G 2.41 1 pQ Z
9x18'stair U9raoan oro m .3,9 el 4' 1"
Croute AS C8a 2-1 12'
'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE, a}71 '�eoa ea�oS
1X WOOD 2,THIS SHERIP, 51 I I I I I t
SEE NOTE 2,THUS SHEET ```��SONY LYNA/�tq`���if
T CONCRETE PER X31:''tidCEN$F'
EMBEDMENT " ANCHOR INSTALLATION NOTES:
a` REQUIREMENT
' '� ,/..' � a, •. 4 w.-
4 Na.50785 •'.)"t
1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.
{S EDGE. 2,WOOD SUCKS DEPICTED ON THIS SHEET AS•1X',ARE SUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.412',1X WOOD BUCKS ARE
INSTALLATION M'�" TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE,W000 BUCKS DEPICTED AS'2X'ARE 1.112'THICK OR GREATER, O. 2 �Z LG
p18TANCE `
AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING :f(} •, S71TE OF tfj
TYPE B SUBSTRATE,SEE TABLE S,THIS SHEET JURISDICTION.
VERTICAL SECTION B-B <DRIDr •�^�,`
3.FOR ATTACHMENT 70 METALt THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. ''�a+S J�N�d.ti:1 •``�
/r+41 u t t+tr
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM, A.LYNN MILLER P.E.
P.E.0 59706
2X WOOD BUCKSTRIP INSTALLATION INSTALLATION
EDGE OR FRAMING,SEE TYPE 0 TYPE F EMBEOME14T
DISTANCE NOTE 2.THIS SHEET
1NOTE 2,THIS SHEET
EMBEDMENT SEE NOTE 2,THIS SHEET •' `
INSTALLATION �T _,.) i 114'MAX ` •'
Co EMBEDMENT $HIM TYP.ANCHOR TYPE.EMBEDMENT AND ' EDGE
TYPE E EDGEDISTANCE
TABLEPTHI6 SHEET
ER TH. ;'''• ,•' DISTANCE PRODUCT REVISED
EDGE ; ,:p`. 6y; s�Id1 aCode
DISTANCE Acaeptaptco 1Vo 5'Or7 •
•: "" Ito I Data ZQ
'bt4'MAX 2
2 SHIM + L9y
••'''` 11418 P at
TYP.ANCHOR TYPE.
EMBEDMENT AND EDGE i• ` ,; a NO C GET IS ET
11 DISTANCE PER SUBST RATE, {' 11 'I','. XTE:O 02
SEE TABLE B.THIS SHEET EEX ERIOR 1.�,,' m
USED AT CURVED 4 11
ZB FRAME MEMBERS ONLY IDVISIBLE LIGHT WIDTH a
Oil-715'0.0.MAX. CONCRETE/CMU I WINDOWSUCKWIDTH•2.314'
PERANCHOR j WINDOW BUCK WIDTH
REQUIREMENT !'
CONCRETE16MU r Q
noa
WINDOW PERANCHOR
BUCK HORIZONTAL SECTION C-C REQUIREMENT a � 0
HEIGHT 1l4'MAX.$HIM
0>.Y) d eln0 w
012 6YEEL IVV
SELF•DRILLING SMS ,
VISIBLE (GO),SEE TABLE 9. TABLES:
LIGHT THIS SHEET Ma C. U uJ
HEIGHT= 1\ Anahor BubNmto !o Mtn,EmedgeDadm n! u p
WINDOW —irDutonoo MInOt, 0�G a aN
HEIGCK HT- 012or0144106684roW Aluminum. ns•Bm S O 0 O
2-314' INSTALLATION A Steel 9r• .oe3•' t ,-wy 0 Z P o U.
Steel Stud.Or. Mtn. 3r # {31t' O
TYPE P.T. oul m !no O• 1 •a16'
F ^
EXTERIOR012 or 014 steel Screw(G6) lum um ocT Mtn. '
Stec Sled r.33m
,outs S c-00 2 t 1• 1Y N
MIAMI.OADE APPROVED MULLION 114'419 68 CmWbX Conomto(mtn 3.35 k4l) #' 1,NN 1Y C Z
21 (SEE SEPERATE NOA),ALUMINUM, Conaaob I kG 1" 1
STEEL FRAMING OR STEEL STUD.
8 ConoMb n 2 kN 2-0 z u
SEE SUBSTRATE PROPERTIES, tl4"8tecl Uilnaon n route c 8 M 0 Y 11-1w 2• o Q
TABLE B,THI$SHEET i�
routo C (A8716—c-_0 J 1 2' 4
B �uA'MAXBNlM meta n 6 • 4 1 12• O
6116'BteW Uluooan OMut a 2- t W
'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE o0H roaop eauog
1X WOOD 2,THSTRIP, h`�t������Y YN AI
SEE NOTE 2,THIS SHEET
a., ..+f; .•,• •:• CONCRETEPER �� ;•'U SF'
EMBEDMENT ;+'•'^.::'�.i ' �'.:r ANCHOR )NSTALLATIONNOTE6 #
•• •�. ? S' •. REQUIREMENT Zr No.58705 t i�
!•' 1,USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIAM,
2.WOOD BUCKS DEPICTEDONTHISSHEETAS'iX',AREBUCKBWHOSETOTALTfiICKNE88ISLESSTHANI-113SiXWODDSUCKSARE – D1 tC t
INSTALLATION EDGE • ,TYP,ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE,WOOD BUCKS DEPICTED AS VX ARE 1.112"THICK OR GREATER. r
TYPE F !'" DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAYING .Q 6T TE OF .
VERTICAL SECTION D-Q SUBSTRATE,SEE TABLE 6,THIS SHEET 3URIS ATTACHMENT TO METAL.THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL BUPPORTTOTHE WINDOW FRAME.
4.IF APPLICABLE,LOWER DESION PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLIES TO WHOLE SYSTEM. AL.IYNNMILLERP.E.
P.FJI661
TYP.ANCHOR TYPE, 2X WOOD BUCKSTRIP
EMBEDMENT AND EDGE EMBEDMENT - OR FRAMING,SEE INSTALLATION INSTALLATION
DISTANCE PER SUBSTRATE, NOTE 2,THIS SHEET
SEE TABLE 10,THIS SHEET TYPE J TYPE K
EDGE
INSTALLATION DISTANCE DISTANCE - h.- 1114" AX EDGE DISTANCE - {
TYPE I SHIM 2X WOOD BUCKSTRIP PRODUCT REVISED
t i 2X WOOD BUCKSTRIP OR FRAMING.SEE mcomptyinswith die Ftoride
v OR FRAMING,SEE NOTE 2,THIS SHEET D O�nB C0do
NOTE 2,THIS SHEET Acceptmtca No I5
3 SH MM TYP-ANCHOR 4YPE,EMBEDMENT AND Imttoofhaa
EDGE DISTANCE PER SUBSTRATE, y
4 B SEE TABLE 10,THIS SHEET h1 P uaI
EMBEDMENT
11 3 EMBEDMENT EATE 7 2 SHEET�-' 15
2B USEDAT
MEMBERCURVES ONLY
Igi1•i/S"O,C,MAX,
11 I:IKTERIOR
WINDOW 4
BUCK 1"' VISIBLE LIGHT WIDTH= 6 ? 'ATa
HEIGHT 114"MAX,SHIM �-+- WINDOW BUCK WIDTH•2.X'r
! WINDOW BUCK WIDTH noo
VISIBLE INSTALLATION HORIZONTAL SECTION E-E C,
uGHT Ce
HEIGHT- TYPE L a w
WINDOW I� QoN
BUCK 010 STEEL r Z s++O
HEIGHT. SELFORILLINOSMS tp. Q 0
2.314" (GS),SEE TABLE
THISSHEET TABLE i0:
Anahor Subairete In,Edge Met O.C.
Distance spacing
F
X.113- ax Mail e
2 x 1131FX Smhem Plat SGe
21 EXT R OR 2 J2"x.i t P ,Sout:EP
In"
SfloO 7-
/-@ - 2X WOOD BUCKSTRIP E i T Sadh+tm Pine SG*0. 1t2' !i"
OR FRAMING,SEE #iO x 1"81oe18otew' OB3" uminum 8083 TS n, tB S"
S NOTE2,7HISSHEET 10 010 A3B eel 1" 5" o0
114•MAX SHIM MIAMFOADE APPROVED MULLION0.0 Cie BtTStud Gf. 5f1B" 8
'MIN OF 3 THREADS BEYOND THE METAL SUBSTRATE.
(SEE SEPERATE NOA),ALUMINUM, � Z
STEEL FRAMING OR STEEL STUD, tT.
SEE SUBSTRATE PROPERTIES, �rr:t .a on as
INSTALLATION TABLE 10,THISSHEET
TYPE �itlllil/111
EDGE DISTANCE ��%\ov%Y LYNN
INSTALLATION NOTES: ti y10ENS '/c� ���
+- EMBEDMENT TYP.ANCHOR TYPE,EMBEDMENT 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 1't No.58705
AND EDGE DISTANCS PER =
SUBSTRATE,SEE TABLE I%THIS SHEET 2,WOOD SUCKS DEPICTED ON THIS SHEET AS"11X1,ARE SUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.11Y.1X WOOD BUCKS ARE
OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD SUCKS DEPICTED AS-W ARE 1.112°THICK OR GREATER.
VERTICAL SECTION ^F INSTALLATION TO THE SUBSTRATE OF WOOD SUCKS TO BE ENGINEERED BY OTHERS OR ASAPPROVED BY AUTHORITY HAVING '() •, STATE OF
JURISDICTION, 10
FLORIDA,,•'
3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SITE TO PROVIDE FULL SUPPORT TOTHS WINDOW FRAME. S/
UtVA1.
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM.
. A..LYNN MILLER,P.E.
P.E.#50m
EDGE 2X WOOD BUCKSTRIP E OR FRAMING,SEE INSTALLATION TYPE M INSTALLATION EMBEDMENT
DISTANC
j�NOTE 2,THIS SHEET
INSTALLATION TYPE M _MG. FOR THISINSTALLATiON TYPE N
FOR THIS INSTAL EMBEDMENT11 METHOD ONLY,
METHOD ONLY, V4"MAX ANCHORS MAY BE NO ;a
..ANCHORS MAY BE NO EMBEDMENT f SHE{ MORE THAN 0"O,C. . a
1XWOpOBUCK9TRIP,9F$ � !•:•'a. PROD1tCt'ttBVt8B0
MORE THANS'O,C
U 2X WOOD SUCK87RIP NOTE 2,THIS SHEET ,�� as cauplying wkli tho 8lmldt
ORFRAMINO,SEE , BnlNin Coda
NOTE 2,THIS SHEET AacpwSiteoNo S �
i!4"MAX TYP,ANCHOR TYP-,EMBEOMENTAND s pltedat Dsto
3 SHIM EDGE DISTANCE PER SUBSTRATE, a. ,'�„ ,. prr
4 TYP.ANCHORTYPE g SEE TABLEi1,THISSHEST t` ,t. Mi a ltcocua!•.:..
EMSEDMSNTANDED09DIS
11 SEETANCE PER TABLE 11,THIS SHEET 3 0 CH .E�0 IS SHE
-DOEUSED ,' as
FRAME EMBERCURVEEDGE
- t0 28 FRAMEMEMBERSONLY
DISTANCE .�, .Y DISTANCE
11.715•D.C.MAXzi
CONCRETE/CMU
PERANCHOR '
WINDOW REQUIREMENT 4 11 CONCREYMMU
BUCK VISIBLE LIGHTWIDTH- PE uj Baa
HEIGHT 114"MNG SHIM WINDOW BUCK WIDTH•2.314" S REDUIREMER IREMENf G r
WINDOW BUCK WIDTHug
VISIBLE HORIZONTAL SECTION G-G a c0, P,�
LIGHT INSTALLATION TYPE 0 z U)ti usa
HEtOtiTo FORTHISINSTALLATION X P [�
WINDOW METHOD ONLY, TABLE 111 O a aN
BUCK ANCHORS MAY BE NO Edge ax.O,C. O d
HEIGHT- •MORE THAN 8"O.C. Anchor Substrate Distance Mh Embedment B et o C O O o
P.T. oe m e t r Z 0..Z F iL
012 STEEL N12or#i4410888amw AI t m 80113 * Q O
SELF-DRILLING SMSB Blest 8" o. 8' a-�j vi
Stoat Stud. 318" 0. 0"f8r3a• e"
(G0},SEE TABLE 10, }—
THIS SHEET P.T. outrom 0.55 tNt 8 m 2 lo.ys
M12111tt4 Bteel Screw(OS} Alurntrain min 3N) 0009•• 5•
38 Bte Q. • 8'
21 TYP.ANCHORTYPE, OR S S tir In 918' 0.048' tBGa" 5' 0
g EMBEDMENT ANDEDOfi t!4'41098Cn0F1e% tai w� 2-! !• 11 2" 2 a
sm DISTANCE PER SUBSTRATE 011110110(min.3.35 ksl 1" I.M. 12' a
SEE TABLE 11,THIS SHEET O
- MIAAMI•DADEAPPROVED MULLION
Cortante m .285 of t' 1014'
�1l4"MAX SHIM a Celroreft m n,2,A1 N 2-r2" 918" 72"
STEEL PERATENDA),ALUMINUM, 1!4 SteelUNmoon lolda CM A8 C00 V2• t-1 ' 7
STEEL FRAMING OR STEEL STUD Om TM 2' t iT
SEE SUBSTRATE PROPERTIES, Coto t myt,3 6 ks 1•V4' 1 4' 12 s
TABLE i1,THISSHEET B11B 9tt$IUOrecen NIl ass ca,
INSTALLATION Groats U yr tar• /2
1X WOOD BUCKSTRIP,
TYPE N c SEE NOTE 2,THIS SHEET 'MIN.OF 9 THREADS BEYOND THE METAL SUBSTRATE. `r�LL,1NY LYNW1 jf>/�
y,.. �.���yO.......... �r4
r � %AaEN,�
INSTALATIONNOYES; , ^,, •p
EMBEDMENT .i, a . ..
• '., 1,USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMElVTANDEDGE p19TANCELIMITS. 7
No,50705 it r
2.WOOD SUCKS DEPICTED ON THIS SHEET AS"1X",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN i•V2`,1X WOOD BUCKS ARE ;-0,
u- i
• OPTIONAL IF UNITCAN BE INSTALLED DIRECTLY TO SOLID CONCRETE,WOOD BUCKS DEPICTED AS 12X*ARE 1-112'THiCK OR GREATER,
DISTANCE INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEER BY OTHERS OR AS APPROVED BYAU7HORITYHAViN4 O, •, S A E OF
JURISDICTION. %,tOa��•Ft0>nUA,, `��.
VERTICAL SECTIONH"H 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OFASIZE TOPROVIDE FULL SUPPORTTOTHE WINDOW FRAME,
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM BIY AER NANOOW OR MULLION NOAAPPUES TO WHOLE SYSTEM, A,LYNN MILLER.Pa
P.ES68705
/1SEMBLY DETAILS FOR ASSEMBLY DETAILS
FLANGE 13,EQUAL LEG FRAMES FOR Fij�t FRAMES
PRODUCTREVISDO
M mptytna wIth thoftodd�
Bolldln8 Co
} t)/CU IUOL m1lOW
DnllS• 9
A98EMBLY FRAME ASB�MBLY By
FRAME ASS�E R F 00'CORNER
ASSEMBLY Mian ode Product 03n Ilb
INO C A GE T S 3 EET
10 10 I :O7 02 5
mALL CORNERS TO ALL CORNERS TO IUSE GASKET '' USE GA8KET t
ANDlOR SEALANT '" ANDIOR SEALANT
EQUAL•LEG FRAMELANGE FRAMEEQUAL•LEG FRAMEIk
INTERIOR MITERED FRAME WrM INTERIORWELDS I AND EXTERIOR FRAME WELDS O W 7
FLANGE FRAME (SHOWN)OR CORNER KEYS AT (SHOWN)OR CORNER KEYS AT 0 2 B
30 SCREW BOSSES.SEALANT AT ALL CORNERS SCREW BOSSES,SEALANT ATALL CORNERS TZ � iU3 w
F- km O (p Z o
C; O tr o
-- 2.784' 2.754" 2.784' 2I D.Z
084' -►I l.w� D84" -rlts� 084` •-r.11.r p O
TABLE 12: .014' 662' 074' (� 062" 074' 002• c
Item PO1.878•
TPart# Deacllptlon Material -� ta76.1. -It 1.376• Ilu 2 73 -3 s
A98' 600' A38• 600' 438"
i 42630 flanged Ramo Atom.008376 i,o00' 0
2 4285 jEquW4oqFmmo Alum.008376 • �-�{(� .056°m00� --••(�•-.Oso•!6 ; -+a{+- .850`wADB at�+s
3 4268 (ntegrnt Fn Fame Alum.000376 FLANGE FRAME EOUAL•LEG FRAME 11 077• u
4 4265 7118"LomL alone Boac6ng Alum,008315 �#42630,8083-T5 � tf4256,8083 T6
6 4264 11,41 Glass Bsading Alum.SOOTS FIN FRAME 0
ea 4270 tnetallaUon Fastener tenor Alum.6063e063-T6
76 #4266, an o
altl 'peaD sodas
8b 4224 IlAstillaflonFnatan6rCourr RtpIdPVC
10 706690 Oeskot(at 90"comer jdnts) PolyethyleneLo
�-"� 878• �"" I"� .346• 1.637• �.NI QTY LYNN rrl-i,
11 TP24718F • ,,..•...., �?
Vktyl BuibVJositwratdp Rex PVC,Drro,86+!•1
a76• J q�;'' UCENSF•rl �!
13
Dow 699,OE 7700 SAlcono a t:qutu .078• Y� •;
20 71862K Seting Block,Mono,3118"x 7116 x 4 Na>prens,Duro,85+1.1 T" 05(r �-•-ir- .060" 050
+. 1
21 71704AK Setting Block,I.Q.3116"x 1.3137x4" N ]] _ No•60705 :>�
saprsne,Duro.65+1.1
22 DURAK718 7118"DumSeat Spacer 7h6"LAM! I.Q.GLASS INSTALLATION
GLASS BEADING BEADING FASTENER COVER
29 #8 x 1.114"FH SMS Stainless Stool 4
#4255,0063-T6 #4264,6053-TS #4270,6003-TS ',•�<tr��pA,.•''' W.`•
30 761PDX #8 x V Quad PH SMS StafMeoe Stool rJ1V/U.I C `��
A.LYNN MILLER.P.E.
P.E.060705