HomeMy WebLinkAboutProduct Approval (3) MIAMI- MIAMI-DADS COUNTY
r M81.1 PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION ( Sb 2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) E .miamjdR4tgov/economy
PGT Industries
1070 Technology Drive jug j ? �
North Venice,FL 34275 �.,
PEFt.d11.T��
SCOPE: S?.tucie Ccunty,
This NOA NOA is being issued under the applicable rales 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 11PW-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 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#/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.
UVAPAPI %� NOA No. 15-0528.26
CDAt)t:COUNTY Expiration Date: February 19,2019
121��. � 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 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.,Test Report No.
FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E.
(Submitted underprevious 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 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 un' der 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).
Manuef Perez
Product Control Exa ' •er
NOA No. 15-0528.26
Expiration Date: February 19,2019
Approval Date: July 09 2015
E -1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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 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 FBC-5'" Edition (2014), dated May
20,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,RE,
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. FTL-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.
M nuel Per ,
Product Coutrol ami er
NOA No. 15- -26
Expiration Date: February 19,2019
Approval Date: July 09 2015
E-2
GENERAL NOTES:SERIES 7201820 DESIGN PRESSURE w+ING IMPACT RATING
IMPACT-RESISTANT FIXED WINDOW VARIES, RATED FOR LARGE&SMALL
SEE SHEETS 2-5 MISSILE IMPACT RESISTANCE
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO
COMPLY WITH THE REQUIREMENTS OF THE FLORIDA 48'TIP-TO-TIP WIDTH
BUILDING CODE,INCLUDING THE HIGH VELOCITY 48'BUCK WIDTH 48"BUCK WIDTH
HURRICANE ZONE(HVHZ). 47'BUCK WIDTH
2 SHUTTERS ARE NOT REQUIRED WHEN USED IN 'q4-1/4 VISIBLE - 45-1/4'VISIBLE 45AW VISIBLE
LIGHT WIDTH LIGHT WIDTH PRODUCT RBVISED
WINO-BORNE DEBRIS REGIONS.FOR INSULATED GLASS LIGHT WIDTH as wmplying with the Florida
INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD 6"MAX F,SHEET 8 7"M' Building Code,
LITE(CAP)MUST TEMPERED. B,SHEET6-I 6"MAX. D.SHEET?i H.SHEET AmpHVimu g`I�J-O rL�
3)FOR MASONRY APPLICATIONS IN MIAMI-DADS COUNTY, [S�H
'gUSE ONLY MIAMI-DADE COUNTY APPROVED MASONRY I ByANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS Mi ade Product CaCE,SHEET6E,SHEET 8WERE SOUTHERN PINE,ASTM C80 CONCRETE PlWSONRY A I SHEET6 8'� SHEET? SHEET7 G,SHEET9G, HEET9 Q TH EDITION FB UPDATE
UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. SHEET6 BUCK 96' 'HEIGHT � BucK � DATE:07/02/15
4)ALL WOOD BUCKS LESS THAN I-112"THICK ARE T08E _ ______ _ __CONSIDERED 1X INSTALLATIONS.IXWOOD BUCKS ARE I+ r HEIGHTI 93 IW
OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE. �� 92-114" J— 1 y WOOD BACKS DEPICTED AS 2X ARE 1-112'THICKOR 12"MAX. I VISIBLE 12°MAX. I 93-114' J— VLIGHT
ISIBLE uGREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE O.C. LIGHT O.C. VISIBLE 6'MAX. HE GHT
DESIGNED TO PROPERLY TRANSFER LOADS TO THE HEIGHT LIGHT O.C.STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS 96• T HEIGHT 96°THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR TIP TO BUCK Ill �ARCHITECT OF RECORD,(AOR). I TIP I HEIGHTLL 5)ANCHOR EMBEDMENTTO BASE MATERIAL SHALL BE HEIGHT 0 0 o00
BEYOND•WALL DRESSING OR STUCCO.USE ANCHORS OF 1 I �- n atop O 6SUFFICIENT EMBEDMENT.NARROW JOINT SEALANT IS USED 1 1 I O N LudON ALL FOUR CORNERS OF THE FRAME.INSTALLATION rn oW Ail
ANCHORS SHOULD BE SEALED.OVERALL ZtN (0 al
SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF 6' }TI-�D 12"MAX.O.C.
6- L-►B-�j �- 12-MAX.O.C. -1 -�{ Imo- 2'MAX. H,SHEET 9 U U X N d O
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND MAX. SHEET 6 MAX. SHEET 7 5'MAX.O.C. W- O m O j "uN
THE SCOPE OF THESE INSTRUCTIONS. F z 00 O Y
TYP.FLANGED FRAME TYP.EQUAL-LEG FRAME TYP.FIN FRAME ELEVATION O sMa
6)MAX.114'SHIMS ARE REQUIRED AT EACH ANCHOR 1- O O '� Z O o0
LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE ELEVATION(TESTED UNIT) ELEVATION(TESTED UNIT) (TESTED UNIT) Z a z °' O
SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING g Q O
APPLIED,LOADS.WOOD BUCKS,BY OTHERS,MUST BE _1
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON FIGURE 1: ..,�.� --1
THEM BY THE WINDOW. GUIDE TO SHEETS: 12'0 SHAPES AWINGAS�SHOWNDE BELOW S SIMILAR,MAYBE USED SI INSCRIBING THE SHAPE INA FLOCK ro F W
MAIC• AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5. ® � Z at1 11a45
ANCHOR SPACING TO BE 6"MAX.FROM CORNERS AND 12"O.C.MAX FOR ALL CURVED FRAME In
7)DESIGN PRESSURES: GENERAL NOTE$........_....._......1 /� Ur til
T `� MEMBERS,SEE FIGURE 1,THIS SHEET. 3 r z
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE ELEVATIONS......:................. 1 / F O O Z
TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM GLAZING DETAILS......._....-......2-5 Z z eloos
E1300. Q DESIGN PRESSURES.................2-5 12'O.C. I- WIDTH =i IF WIDTH__I If-WIDTH--I I�-_WIDTH� ¢ ,...1
B.POSITIVE DESIGN LOADS BASED ON WATER TEST A INSTALLATION,FJ ANGE.............6 MAX T T- -I T `'-1 I r 1 r 1 Q N O
PRESSURE,STRUCTURAL/CYCLE TEST PRESSURE,FRAME INSTALLATION,EQUAL-LEG..._..7 I T 1= r
ANALYSIS AND GLASS PERASTM E1300. INSTALLATION,INT_FIN A....._....8 I I � I I I I I w W Z
INSTALLATION,INT.FIN B...........9 -� / w �/S2 I Ei r' w O X W a a
8)THE/)t•ICHORAGE METHODS SHOWN HAVE BEEN CORNER ASSEMBLY......._........_10 6' =1 I I x I x I I x I I LL 19
DESIGNED TO RESIST THE WINDLOADS CORRESPONDING EXTRUSION PROFILES............._.10 MAX 1 � L L J �L- -J opg �ese0 saves
TO THE REQUIRED DESIGN PRESSURE.THE 33-113%STRESS PARTS LIST......................._.........10
INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS F•-----WIDTH -WIDTH-wl F--WIDTH--I I--WIDTH+-I \\\\11111111/lr
PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR TABLE 1: - `� NODI,•...NN ryjl �i�
THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT T "- - - 0- -COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS TYPE Descdpllon S#etI is _ y � � • UNS"SHALL MEET THE REQUIREMENTS OF THE FLORIDA >k W,4/ ru
BUILDING CODE FOR CORROSION RESISTANCE. cr O O1 7/18'Laml 1gAn-.090'PVB-3110 HS 2 L97116'Laml 16'HS-.096`PVB-3118•M 2 = z No.507059)REFERENCES:TEST REPORTS FTL-3835,3850&7212; 3 1.1116'Laml:IG 3116`T-7/16'AIr-3118'An-.090'PVB-3118'HS 3 1 L
ELCO ULTRACON NOA;ELCO CRETEFLEX NON ANSVAF&PA q 1-117g•Lam1;1G 3/18"T-7118'AIr-3176'HS-.090'PVB-3118'HB 3 V
NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN h WIDTH -I F-- WIDTH--I I--WIDTH-^i I+WIDTH-�{ 'TJ 7 TE /S Vim`
5 7lITLaml 16'An-.090'SG-3116'An 4 --- Tr- "1 �n�••,• S 7E
MANUAL_ 6 7/16-LaM3/16'HS--Off SG-3116'H8 4 ��--- -� �I T I I T r--- • <<` �•.F<ORIDP•.'•��\
10)THE 720 SERIES USESAPVB INTERLAYER. 820 7 1-1f18'LamI:IG 3116'T-7116'Alr-311W An•.096'SG-Bit6"An 5 = L_ �t�S •••. (j`��_
SERIES"USES AN SO INTERLAYER.THE MO AND 620 SERIES 6 1-111g•Lam1.IG3116•T-7116•Air-3/16'HS-.090'SG-3118'HS 5 O S2 O rr ��j•J/�I-E���
MAY ALSO BE REFERRED AS THE 701 SERIES. &"SG'='KURARAY SENTRYGLAS INTERLAYER'BY KURARAY AMERICA,INC. = x1 x I I x rr 1)1111
'PV6°=-KURARAY BUTACITOPVB INTERLAYER'BY KURARAY AMERICA,INC. 1 xi A.LYNN MILLER P.E.
P.E.N 58705
TABLE 2:
Window Design Pressure(+7-,psf)forGiass Type f
Ling Side(in) 7116"LAMINATED
67-718 72 78 8D Bd 88 92" 96 100 104 109-1/2 GLASS STACK i
30 +1.80 +lSD +1-80 +I.80 +1-60 +150 +/•8D +l-8tl +184 +1.80 +140 I
32 +1.80 +1-BO +1-80 +150 +180 +1-80 +/-W +J-8 +1-8Q +/-80 +1.80 4GLASS
'PVB INTERLAYER
34 +1.80 +180 +150 +180 +180 +l•BD +/-84 +/Sp -180 +/-79.6 +/-79.416'ki�AT STRENGTHENED GLASS
36 +1.80 +tSQ 1150 +1-80 +180 +t-Sp +1-79:7 +t-7b2 +t-75.! +t173.4 +t-72.2 3J16PRODUCT REVISED.
38 +I-80 +150 +ISD +/-BO +180 +l-7-1 +/-75.2 -1-725 +170,3 +1-68.5 -1-06.3 as complyingwilhtlreF'bcidn
40 +1-$D 1150 +150 +1-79.8 t!-7X2 tl-74.3 tt-71:3 +{8T.9 +185.2 +{-83.4 +t-81.8 { BuiB
42 +/80 +/80 +180 +1-77.4 +1-74,3 +/-71.3 1/88.2 -154.7 +181.6 +I-59.B -1-58.2 y Axep,g
44 :f80 -150 +t-7$-9 +t-75.4 +1-72.1 +1-8Q9 +1-65.6 +1.622 +189.7 +157.5 USED AT CURV .-L46 +/.80 +150 +1-77.2 +1.73.6 +/-70.1 +1-MO +153.5 +I-6Q3 +157,7 FRAME MEMBERS ON518'46 +180 +t-79.3 +l-75,6 .J-71.9 +158.3 +t-64.9 +151,5 *1-442 {a)1l-718'O.C.MLONG SIpEASS BITE50 +1.80 +1.77.5 rl•T4.1 +/•70.3 -188,7 +/.63,152 +(-741 +/-758 +1-724 +!•88$ +t-05.1 +481.554 -1-7X4 +/712 +/-70.5 +1573 /A3.5SHOAT NO CHANGE THIS SHEET
58 +4742 110. +/-me +/$5,3 EXTSIDE 6B +/-742 +!70.3 +488.8 m
60 +1.727 +1438.7 +1.65 �
62 1 +471.2 +187.1 GLASS TYPE 1 a
64 +1547 +155.5
66 tt8Q3 �•�- LONGSIDE --►{ Al:
87.718 +/.87
NOTES: c,.y
1)BUCKDIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT I'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE)IUCK DIMENSION. SHORT
N.
2)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSIO
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
7 r too 0
TABLE DIMENSIONS MAY BE 0 Lv a a
ORIENTED VERTICALLY OR O ii N o z
HORIZONTALLY AS SHOWN. z en rL co 60 uMorO Ll
TABLE 3: W p:E00 00
t w m o 1 C4 cm
Window Design Pressure(+f.,psf)forWassType3 > p z
LOng Side(in) 2i 0.Z O U-
61710 1 72 T6 80 84 1 $8 1 92 -Be !00 104 lumen 1-11/6"NOM. N
GLASS STACK 7116'LAMINATED O
30 +1.80 +180 +/50 +/80 -180 +/50 +1.60 +150 +1.80 +150 -180 N
32 +/so +W +!-ff GLASS STACK
t 8 +150 +180 +150 +1-80 +150 +180 +1-8p +1.8p 4
34 +/50 +780 +150 - +1SD +182 +150 -1-60 +150 +1.80 -1.80 +1.80 3116'HEA7 SHORT `i, W toays
36 +750 +1.80 +1-80 +ISp +180 +1.80 +1.80 +150 --;/'-SD +t-60 +1.80 3116'TEMPERED GLASS STRENGTHENED GLASS SHORT
.1.80 ® E Z It
38 +/50 +180 +l-Bp +180 -150 +/79.4 +470.4 +174.3 -3116"ANNEALED GLASS Lf) 2
40 +150 -1-84 :150 +1-80 +180 +150 d-80 +l-76.7 +l-73.5 +1-70.9' +(59 7116'AIR SPACE ,P� Q 2
42 +1-80 +150 +150 +f-Bp +/$0 +182 +1-77 +1.73.1 +189.8 +1-88.9 +1.65.2 p x o0
tu
44 +1•$0 +1.80 +480 +l-80 +180 +1-77.8 +ld4,i +1-70.3 +18X5 +/-63.9' 11 INTERLAYER 'G 0. 'I 5
G 46 +1-80 -1-80 +/-80 -1-80 +1.79.2 +1-754 +1-71,7 +t88.1 +185T 5 NN
48 +150 +/-80 +1 -150 +1-772 +1-73.3 +!$9.5 +1.658 �/ LONG
01 USED AT CURVED 518' yi SIDEw r'
50 +150 -180 +I.80 +1-79,4 +1.75,3 +1-71.3 -1-f37.5 FRAME MEMBERS ONLY 29 I L O X W a a
52 +!•80 +!•80 +(•80 +l171.7 +l-73.5 +1-895 (]11.718"O.C.MAX. GLASS BRE
W !�
59 +i•8D +150 +1.79.8 +-71 +1.71.8 - 1.3 epg ose0 cauas
58 +I50 +1-80 +1-7X5 +/-73.6
58 r/50 +1-7914 +1-75 4 '.
60 +1•80 +/-7/.6 +1-73.5 - EXTERIOR � Y 4YdVN
62 +150 +1.758 ) 22 21 13 SHORT N �1? i
84 +1-78.8 �cEr�r
+/-74 SIDE &-- -
66 +l•7r.2 ���'��•`�� s� •�E,p'�.
87.718 +1-74.2 GLASS TYPE 3 T,ti: x
NO.56705
NOTES:
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT V FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION, --,0 i
2)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT'AVAILABLE SHORT OR LONG DIMENSION. A j�2,1E�r.3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. F
/otm
A.LYNN MILLER,PE.
P.E888705
TABLE 4:
Window Design Pressure(+1-,psry for Glass Types 2&4
Long Side M
674/8 72 76 80 84 88 92 98 10D 104 109-112 112 116 120 124 128 132 -T3-6-f-140 144
30 +1•60 +IaO +/-80 +1-80 +1-80 +/-80 N-80 a/-80 +1-80 +1.80 +/-80 0-80 +l-g0 +1.80 +1-80 +/.80 +/-80 +TAD +1.80 +1,-80
32 +TAO +7-80 0a0 +1.80 +1-80 +1.80 +1.80 +1.80 y.80 a/80 +1-80 +IAO +beo 0.80 +1-80 +1-80 +/AO +1-80 +/-80
34 +TAO +1-80 +/A0 41-80 +1.80 +1-80 +1-80 +1-80 +1-80 0-80 +/AO +1-80 0-80 +1.80 +/-a) +1-80 +l-BD PRODUCTREiVISED
38 0-80 +!•80 +I-80 0-80 +1-80 +/a0 0-80 +1-80 +1-00 fl-80 0.80 +/-80 0$0 41-80 +l-&1 +IAD as cmiplying with ft Florida
38 41•80 +1-80 +1-80 +/-80 +14M +1-80 0.80 41-80 +1-80 +IAO +/-80 +1.80 */AD +1-80 Building Code I5-0528-rjfo
40 41.80 +TAO 41-80 +1.80 080 0-80 0-80 +l$0 +1$0 +1-60 a/AD H-80 _ Acceplmce No
42 0.80 0-80 +/-80 +TAO 41-80 +/-80 +/.80 +/-80 +/.SO +IAO +l-80 B pirolioiDate j9
44 +1.80 +1-60 +/-80 +1.80 +/-80 +1.80 0-8D +1-80 0-80 41-80 DY
46 0-80 +/-80 +1.80 +/-80 41-80 0-80 +1$0 +1-80 +/.80 Mim Dede mduU ntrol
v 48 a/-80 +1-80 +1-80 +1.80 +1-80 +1-80 +1-80 +/-80
u1 50 -;71-
60 +1.60 +/-80 +1.80 +1-80 +)-80 0-60
E 52 +IAO +l-8o +1Ao +!-80 +lag +/-79.1 NO CHANGE THIS SHEET
1n 54 +/80 +/a0 +!-8 +1-80 +1.78.6 DATE:07/02/15
m
58 +TAO +1-80 +/a0 0.79.1
+1-80 +1-80
60 41-80 +l-80 +1.7.3
62 0-80 +l$0 a
64 +/-80 +/AO
66 0.80 c) Y Q
67.718 +1-0
NOTES a Aa8
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1-FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. p d' 0)
2)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE SHORT OR LONA DIMENSION. 04
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. N � a1°0 O
N LU
O 'j, o Z
Zu• �LL 800 J u/n°i0 O
W
UU XN d 0
LU WZ O 00 'aN
1-1116-NOM. TABLE DIMENSIONS
MAY �> g o Z N Oo
GLASS STACK ORIENTED VERTICALLY OR o p
7116'LAMINATED GLA LAMINATED HORIZONTALLY AS SHOWN. -F Z O.Z F- W LL
GLASS STACK GLASS STACK
3116'HEAT STRENGTHENED GLASS LONGIDE m
.090'PVB INTERLAYER 3H6'TEMPERED GLASS SIDE
3116'HEAT STRENGTHENED GLASS FQ••
3/16'HEAT Imo-- LONG SIDE $, W 1 45
3116'HEAT STRENGTHENED GLASS STRENGTHENED GLASS 711V AIR SPACE .090'PVB INTERLAYER ® Z as
11 SHORT 0) 1.
4 i7 5 SIDE O W Z
USED AT CURVED SHORT ¢ 2 along
FRAME MEMBERS ONLY yg 5A, USED AT CURVED 5A, SIDE a d
11 MB,O C MAX FRAME MEMBERS ONLY 29 O Z N
GLASS BITE aQ 11-7/8'O.C.MAX GLASS BRE lips r.
1.3 1-3 O x W nom'.a.
EXTERIOR EXTERIOR �- LONG SIDE -+►I } !i O
20 i3 GJ 22 21 13 T-
SHORT I an,t •ossa aeues
GLASS TYPE 2 GLASS TYPE 4 sstoeT Y' SIDE \`����d. ......
NNIM/�����i�/.
No.58705
1
--O
'7 SIDE
A.LYNN MILLER P.E.
P.E.1158705
TABLE 5:
Window Design Pressure(+/-,psf)forGiass type 5
Lang Side(in) 7116"LAMINATED
87.718 1 72 1 78 80 84 88 92 96 100 104 109.112 GLASS STACK
30 +901.125.4 +901-120 1+9W415.5 +901-111.5 +901-108.5 +901.106 +9017104.5 +901-103.5 +944025 +901-100.7 +90'•97.9 .090'SG INTERLAYER
32 +901-116.9 +90'•1108 +90!•105.3 +901-101.8 +901-9&7 +901.95.7 +901-92.3 +901-90.8 *901-90.3 +/-89.9 +/•89
34 +901-108.9 +901-103 +901-9a8 +m-95.1 +901-91.8 +/-88.2 +/-84.4 +1-81.5 +1.80.1 +1-79.8 +179.4 3116°ANNEALED GLASS
36 +901-102.8 +901-97.1 +944)28 +1-88.9 +1-85.5 +/-828 +1.79.7 +/.77.2 +1-75.1 +1.73.4 +/-722 3116"ANNEALED GLASS
38 +901-98.4 3.94-922 +/-86.7 4.83.2 +/-80.7 +1-7a1 +1.75.¢ +/.725 +1.70-3 +/-88.5 +1-86.3 PRODUCT REVISED
as c°mplYing with the F)mida
40 +901-94.8 +/-88.2 +/-82.8 .1.79.8 +1-772 +/-74.3 +1.71.3 +1-87.9 +1$5.1 +/83.4 +1$1.6 a 11 - Building Code t5'O 8"
42 +901-91.3 +1-84.7 +1$0.7 +/-77.4 4-74.3 +/-71.3 +/-88.2 +1$47 +159.8 +1.56.2 USED AT CURVED Acccplancc No
44 +/-83.3 +/•82.4 +1-78.9 41-75.4 +1-72.1 +/$8.9 +185.8 +/-622 +1$9.7 +157.5 FRAME MEMBERS ONLY 29 518" pimli t Dara
46 +1-85.4 +/-80.8 +/_77,2 .1-73.8 +/-70.1 +/588 +183.5 +1803 +157.7 ®11-7/8'O.C.MAX. GLASS SITE ��-- LONG SIDE D19y
48 +/-827 +1.79.3 +I-75.6 +/-71.9 +188.3 +1-64.9 +1$1.5 +/•562 -
tn 50 +/-80.9 +f-77.5 +1-74.1 H-70.3 +186.7 +l-83.1 +/59.7 13 Mi Dade Pcadttc!'
$ 52 +/-791 +1-75.6 +1-72.4 +1.88.8 +/85.1 +1$1.5
as 54 +1-77.4 4-73.8 +1-70.5 +187.3 +/83.5 EXTERIOR SHORT ! NO CHANGE HIS SHEET
58 +/-758 +/-72 +1.88.6 +!•65.3 ( 20 13 SIDE �// a" DATE:07/02/15
58 +1-742 +1.70.3 +1.88.8
60 +t-727 +188.7 +185 GLASS TYPE 5
82 +1.71.2 +IWA U
84 +189.7 +1-65.5 ��- LONG SIDE -� a
66 +I-88.3 .
87.7/a +1-67
NOTES: as `1 Q
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT V FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SHORT -A/ Wj a
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. SIDE 1� Ix
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. N p
4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. N ^ °lad O
TABLE DIMENSIONS MAY
t�1 Z N
ORIENTED VERTICALLY OR O�i N J o
HORIZONTALLY AS SHOWN. =ul 0 LL. W UMOJO
0r) X- 6 o
UJ TABLES: F-W 000 O O 0 O
�> O0 v Z M o
Window Design Pressure(+ti,psf)for Cifass Type 7 LL
zaz °i O y
Ling Side(in) - F- W
67-718 72 78 80 84 68 92 98 100 104 109-1/2 1-1116"NOM. Q O
30 +901.130 +901-130 +901-130 +901-126 +901-1228 +901-119.8 +901-1 a1 +901-117 +901.1158 +901-112.7 +94-109.9 GLASS STACK 7116'LAMINATED
32 +901-130 +94-1251 +90/-118.9 +901-114.8 +901-111.5 +901-108.1 +901.104.3 +901-102.4 +901.102 +901-101.4 +901-99.7 GLASS STACK h
34 +901-123.1 +901.11&4 +901.111.7 +901-107.5 +g4-103.8 +90/39.7 +901.95.3 +901-92.1 +901-90.5 +1-90 +/-89.8 SHORT a Try W Iaa4S
36 +90f-118 +901-109.6 +901-104.8 +94-100.5 +94.968 +901-93.3 +1-90 +l-873 +/44.9 *182.3 +181.2 3116"TEMPERED GLASS • 3l1fi'ANNEALED GLASS SIDE ® m Z
38 +901 3/48'ANNEALED GLASS
111.2 +901-104.2 +901-97-9 +901-94 +gp/-91.1 +i8H2 r1-84.9 +181.9 +179.4 +/.76.4 +1-74.3 ?: U Z
40 +901-50&9 +90'-99.8 +moi-93.4 +9N-90.1 +1.87.2 +1-84 +1-80-5 +l-T&7 +/.73.5 +1.70.9 +189 7/16"AIRSPACE .090'SGINTERLAYER 0LU
42 +901-103.2 +901-957 +901-912 +1-87.4 +/•84 +/-606 4-77 +173.1 +1$9.6 +188.9 +1-65.2 ¢ Z ala S
44 +901-99-7 +901.93.1 +1.89.1 +/-852 +1-81.4 +/77.8 +I-7.1 +/-70.3 +1-67.5 +1-83.9 11
-`- 48 +901-98.5 +94.91.3 +/•87.2 +/-83.2 +1.79.2 +/-754 +1.71.7 +/83.1 4$5.1 5 LONG Z n N
48 +901.93.5 +189.6 +/-85.4 +1$1.2 «/•77.2 +1-73.3 +1.69.5 +1.65.8 A C7
ks USED AT CURVED 518° SIDE w W W ?�
Y 50 +90191.4 +187.6 +l-83.7 +1.79.4 +1-75.3 +1-71.3 +1.87.5 U X W tl d
R
52 +189.4 +1.85.5 4$1.8 +1-77.7 +/-73.5 +/.69S FRAME MEMBERS ONLY 28 GLASS BITE LL p
54 +1$75 +/83.4 +1-79.8 +1-78 +/.71-8
11-7/8'O.C.MAX. GLASS
3.1111 •°sag sous
56 +1.85.6 +181.4 +1-77.5 +/-73.8
58 4•eaa 4793. +175.4 N1lYNN74e,*
60 +/-821 +1-77.6 +/-73.5 EXTEAAAR���IOR \
82 +1-804 +1.75.8 22 21 13 `I SHORT ``����p�.. --.....
64 +/-7aB +/-74 'T SIDE
fib 4-rte GLASS TYPE 7 P�:' \�cENSF'., p
87-718 +1-749
Y`' No-56705 'x
NOTES:
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. _ -'Wit_ _
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. -'T)
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 1'•, .71A, LU
4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. ZORIO
C)tYFFF W
&/0 At,L
A.L4NN WLER,P.E.
P.ER 08705
TABLE 7:
Window Design Pressure(+/-,psf)for Glass Types 6 8 8
Long Side(h)
87-718 72 78 80 84 88 92 96 100 104 109-112 112 116 120 124 128 732 136 140 144
30 +901-130 1 +901-130 +901-130 +901•130 +901.130 +901430 +901-130 +901-130 +901-130 +901-130 +901-130 1 +901-130 +90!430 -90143D +901.130 +901-130 1 +901.130 +90!•130 +901-130 -901.130
32 +901-130 +901-130 +901-7 +901.130 +901-130 +901-130 -9--130 +9--130 +901-130 +901-130 +901-130 +901-13D +9W13D +901-130 +901.130 +901-130 +901-130 +901-130 +901-130
34 +991-130 +901-130 +901.130 +9W-13D +901-130 +901-130 +901-139 +901-1� -901-130 +x!•730 +901.130 +901-730 +901-130 +901-1� +90!•13D +901.130 +901-130 PRODUCP REVISED
36 +90!.130 +901.130 +901.1 +901-13D +901-13D +901-130 +9W-130 +901-139 +901-130 +901.130 +901-130 +90f-130 +901.13D +901.130 +904730 +901-130 ncomplyingwithdreFlail�
38 +9-•130 +9W-130 -+9W--131-- +901-139 +90/•130 +901.130 +901-130 t9W130 +901-130 +901.130 +901.130 +901.130 +901.129.2 +9W-127.3 Duilduig Code n'
40 +9W430 +9-130 +90f-1 +901-130 +901430 +901.130 +901-13D +901.133 *901.130 +901-128.8 +901-123.2 +9-•722 AcceplmxNoi6-b5Z8.9
Es imtioDate )q
42 +9W-130 +9(1-130 +9W-1 +90/-13D +901.130 +901-130 +901.130 +90!.129.3 +99-123.2 +90'-119.7 +901-116.4
.44 +901.130 +901-130 +9-130 +901-13D +901-130 +901-130 +9W-130 +0011-124.5 +90'-119.4 +901.115 By
48 +901-130 +9W-130 +901.1 +9W-130 +9-•130 +90/-130 +90'-1289 +901-120.5 +901-115.3 Mimi ado Product alml
a 48 +901-130 +901-130 +901.130 +901.13D +901-13D -901-129.7 +901-124 +90'-1185
1U$ 50 +901-13D +901.130 +9W-130 +901430 +901-130 +9q-126.2 9.41-119. a NO CHANGE THIS SHEET
.2 52 +9W-130 +90(-130 +901-130 +901-130 +901.190 +88&•123 '
w 54 +901-130 +901-130 +901.130 +901.1130 +88.81.127.1 ¢ DATE:07/02/'{5
m
58 +90/•130 +901-130 +9--130 +89.41-729
58 +901-13D +901-130 +981.130
60 +901-130 +901.130 +89.81-1
82 r9-•130 +901-1139 o'
04 +9W-130 +9W-130
BB +9111-130 M Y Q
67-718 +901.130 U) .�8
NOTES: Ofa
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 0 o
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. N N a1o0 �
4)THIS SHEET APPLIES ONLYTO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USF WITH FIN-FRAMED WINDOWS. O O Z r
Zw W)ty W W
o a
WZ om 1 5 �N
TABLE DIMENSIONS MAY BE IT r Y Z o
ORIENTED VERTICALLY OR I o Z R Z O1 O
1-1116'NOM. HORIZONTALLY AS SHOWN. I= W LL
7116'LAMINATED GLASS STACK 7/16"LAMINATED LONG g J ui
O
GLASS STACK GLASS STACK SIDE Q CO
3/16'HEAT STRENGTHENED GLASS �- LONG SIDE �j �o F- !-
k
NTERLAYER 3/16•TEMPERED GLASS Y� ® Z W )aay5
EAT 3116'HEAT STRENGTHENED GLASS
GTHENED GLASS 7/16'AIR SPACE ,090'SG INTERLAYER SHORT
3/16'HEAT STRENGTHENED GLSIDE O W Z
4 11 _ I SHORT a z 0= °I°'S
1 $ '1 SIDE " a
�L O Z N N
USED AT CURVED USED AT CURVED p (9 n cQ
FRAME MEMBERS ONLY 29 ' FRAME MEMBERS ONLY 29 � w W
@ 11-7/8'O.C.MAX. BITE @ 11-7f8'O.C.MAX GLASS BITE O X
1-3 1$ Imo- LONG SIDE -� LL O
e11r1 -asoQ seua5
EXTERIOR EXTERIOR
NG
1�3 22 27 13 SHORT
609E \`����ON`(1LYNN M��������
GLASS TYPE 6 r GLASS TYPE 8
sY: N0.68705
SHORT t --77'.!/L ! _
SIDE ��V STH �S ' �`
J
iC��'•.!c[ORID�;,•''�•^\til+
A.LYNN MILLER,P.E.
P.EB 08705
EDGE 2XWOODBUCKSTRIP
DISTANCE OR FRAMING,SEE INSTALLATION INSTALLATION
NOTE 2,THIS SHEET TYPE C TYPE B EMBEDMENT
INSTALLATION--TY-PEA EMBEDMENT 1X WOOD BUCKSTRIP,
---
GY 114•MA7( SEE NOTE 2,THIS SHEET
EMBEDMENT ! SHIM
' TYP.ANCHOR TYPE,EMBEDMENT AND EDGE PRODUCT REVISED
',`, EDGE DISTANCEPERSUB57RATE, asroml' withtlreF{mida
EDGE SEE TABLE 8,THIS SHEET DISTANCE Bnildiapg Cmde
DISTANCE S AC plum Na(�"O •��
�114'MAX [earl nDate til
SHIM 1 By
4 Mi adc Product
TVP.ANCHOR TYPE, :.�'�",
EMBEOMENTANDEOCE
11 DISTANCE PER SUBSTRATE, NO CHANGE THIS SHEET
SEE TABLE B.THIS SHEET a DATE�071O2l15
USED AT CURVED 11 m
20 FRAME MEMBERS ONLY EXTERIOR
Q 11.716'O.C,MAX, CONCRETEMMU 4 11
PERANCHOR VISIBLE LIGHT WIDTH= 5 a
REQUIREMENT WINDOW BUCK WIDTH-2-314"
WINDOW WINDOW BUCK WIDTH CONCRETEtCMU M Q
BUCK EXTERIOR TIP TO-TIP WINDOW WIDTH I PER ANCHOR a Cf) •eea
HEIGHT <3 REQUIREMENT ix
r.
114"MAX.SHIMv
HORIZONTAL SECTION A-A o Oco o
TIP-TO TIP U, N tr a�0 O
WINDOW
HEIGHT VISIBLE #12 STEEL JO;zN-j U, -� o
F
SFIDRILLING SM$ O J Ol Z dg tY
LIGHT ( G5),SEE TABLE 8, TABLE 8: z u' sl UJo U. 8 .5 u-0 p
HEIGHT= ET Min.
6 U1
WINDOW THIS SHE Anchor Substrata Edge Mtn.Elnbedmenl Max D.C. U U X o ia
BUCK Distance spachv W— O a aO j oN
HEIGHT- .T.Southam Pine(S =0.55 810 1
12" WmO a
2-W INSTALLATION .0w-' -Y
012 or Screw, tz a z
METHOD As steel 316" O.Os3* 12• z poMtt
INSTALLATION ANCHOR Steel Stud Or.33 min 318• 0.045" 18 Ga• 12" v FQ- LL
O
UNDERNEATHTHE P.T.Southem Pine(SG=0.55 Bits' 1318• 12" J 0
BEADING 012 or#14 Steel Screw(G5) Aluminum,808375 min. 318' 0.063"• 12' Q d
XTERIOft A88 Staei 318' 0.0(18 ) 12' 1.
Z F- tears
r-,• Steel Stud,Gn 33 min. 3(8" 0.045'(te Oa 12'
U ted CMU,(ASTM Cs0) 2-tt2" 1-114' 12'
MIAMI-DADE APPROVED MULLION U4"410 SS Cm{eFlex
21 (SEE SEPERATE NDA},ALUMINUM, Concrete(min.3.35 kap 1" 1314` 12 O Z
8 Concm!e in 2.85 ks i' 1314` 12' a 0 U aloa
STEEL FRAMING OR STEEL STUD. �
SEE SUBSTRATE PROPERTIES, Conom (min,2.85 ken 2-112" 1318' 12
tt4"Stell Ultracon a• Z ?
TABLE 8,THIS SHEET 1M8routed CMU,(ASTM C- 2-1t2' 1-1W 12•l4" O - r N
5 �1MAX SHIM Grouted CMU ASTM CAO 314' 1
2-112" 12"
5118"Sty{Uitreeon Cw�arete(m(n.3.5 kel} 1-114" '13t4" W Z
Growled CMU ASTM C•00 2-11r I V4' 12 X d D.
MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE,
1X WOOD BUCKSTRIP, Le81•asap seuag
SEE NOTE 2,THIS SHEET
EMBEDMENT CONCRETE PER `�ti 41'( LYNN 4
ANCHOR INSTALLATION NOTES: „Q a6�! tGEN 'r�!•,Q'�i
r• REQUIREMENT
1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.
�•�:, 7�C
_ N0.50705
-EDGE2.WOOD BUCKS DEPICTED ON THIS SHEET AS"IX",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-ire.1X WOOD BUCKS ARE - a.
INSTALLATION DISTANCE TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD SUCK$DEPICTED AS'M ARE 1-11--THICK OR GREATER.
TYPE B AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHER$OR AS APPROVED BY AUTHORITY HAVING n , ST OF7 f/!
SUBSTRATE,SEE TABLE 8,THIS SHEET JURISDICTION, ~%h� '•.slNTE NTEor \ �`
VERTICAL$ECTiON B-B 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME.
";/, \t >>
C'
r101tll\L
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM, A. III W"
LYNN MILLER,P.E.
P.E#¢6705