HomeMy WebLinkAboutProduct Approval- French door M®� TCOST AOECOL'
PRODUCT Co97AUL SC671ON0N
I:905 Sur 26 Saec'1.Re—208
DEPARTMENTOFREC.UTATORY AND ECONOMIC RFSOURCUPLER) tfiaai,Florida 33175-2474
BOARD AND CODE ADMINIS RAWON EVIS10N T090315.2590 F(786)315.2399
NOTICE OF ACCEPTANCE(NOA) "'
PGT Industries,lac
1070 Technology Drive
North Veolcer FL 34275
SCOPE:
This NOA is being Issued under the applicable riles and regulutiars governing the use of construction materials.The
documentation submitted has been o viewwl and accepted by Miand-Dada County RER-Product Control Section la
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.'Ibe Miami-Dade County Product Control Section
(1n Miami Dade County)and/or the All](in areas other than Miartd Dade County)resen•e the right to have this
product a material tested far quality assurance purposes.If this product or material fails to perform in the accepted
mouser,the manufacturer will incur the expense of such testing and the AlU may immediately revoke,modify,ur
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 ofthe applicable building code,
This prodaY is approved as described herein,act has been designed to comply with the Florida Building Code,
including tho High Velocity,Hurricane Zane.
DISCRIPTION:Series"Pi11401"Aluminum French Doors w/wo Sidelin s I.MJ.
APPROVAL DOCUMENT:Dewing No.11005-1 Rev F,titled"Alum.French Door&Sidelines,Impart",shens 1
through 10 of 10,dated WW2012 and last revised on 06/08116.prepared by PGT Industries,signed and sealed by
Anthony Lynn Miller,P.E.,hearing the Miami-Dade County Product Corneal Revision stamp with the Notice of
Acceptance number and Expiration date by the Miami-Dade County Product Control Section.
MISSILE I5IPACT RATING:Large and Small Missile Import Resistant
Limitations:
I. Use of Table 1,require hull lengtb mWorcements(item 922)for OX,XO,XXO,OXX,OXO and OXXO.The
lower design pressure from X,XX door or 0(sidelite)shall control.
2. All laminated glaring options(glass types.A,B,C,D&E)must beve 3116"H1,glass at interim side.
3. ''/•"Elea Ultrucon(farmer Tapcon)to be 4"OC into Cone.and 6"into CMU Lambs).
4. Ix or 2x buck to be properly secured to sustain imposed load and to be reviewed by AHJ.
5. Applicable Egress requirement to be reviewed by Building official.
LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and
following statement:"Miami-Dade County Product Control Approved",noted herein.
RENEWAL,of this NOA shall be considered after a n Mosul application has been filed end there has been no change
in the applicablc building tale negatively affecting doe 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 ofthis 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.
ADVERTISI&1IENT: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
I.Its rathcty.
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 dre job silo at the request of the Building Official.
This NOA revises NOA 015-05n.24 and consists of this page 1 and evidence pages E•1&E-2,as well as approval
document mentioned above.
The submitted documentation was reviewed by Ishaq L Chaada,P.E.
NOA No.1r IS,2017
FdPlrellaa Dale:October 1&2017
Approval Date:July21,2016
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NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die dmwings and sections(Submitted under files#listed below)
2. Drawing No.110054 Rev F.tilled"Alum.French Door&Sidelites,Impact',sheets I through 10
of 10,dated 04/042012 and last revised on 06108/16,prepared by PGT Industries,signed and
scaled by Anthony Lynn Miller,P.E.
a B. TESTS
1. Test report on 1)Uniform Static Air Pressure Test,per FBC,TAS 202-94
2)Large Missile Impact Test per FBC.TAS 201-94
3)Cyclic Wind Pressure Leading per FBC.TAS 203-94
Along with marked-up drawings and installation diagram of Aluminum Sliding Glass Doors(w/
• TPS,Super,Cardinal&Dureseal Spacers),prepared by Fenestration Testing Laboratory,Inc.,
Test Reports No(s)FT L-8717,FTL-8970 and FTI.-8968,dated 02/15/16,06/07/16 and MP_0116,
all signed&scaled by Idalmis Ortega,P.E.
2. Test reports on:1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
2)Large Missile Impact Test per pBC,TAS 201-94
3)(.)relic Wind Pressure Leading per FBC,TAS 203-94
Along with marked-up drawings and installation diagram of fixed sidelite(0)w/insulated
laminated glass,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No(s)FfL-
6864,dated 04102112,signed and sealed by Marlin D.Brinson,P.E.(Submitted under files#12-
0516.02/#11-101322)
3. Test report 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'rest,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,TAS 202-94
Along with marked-up drawings and insWiation diagram of Aluminum outswing doors
w/sidelites,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No FTI-5212,dated
051052007,signed end scaled by Carlos S.Ric ada,P.E.(Submitted undet files#12-516.02/#il-
1013.22)
C. CALCULATIONS(Submitted under file 81S0529.24)
1. Anchor verification calculations and structural analysis dated 0502/15,complying with FBC-
214(Sm Edition),prepared by POT,signed and sealed by Lynn Miller,Y.E.
2. Glaaog complies w/AS'IME-1300-02,D4&.09.
D. QUALrfY ASSURANCE
1. Miami Dado Dcpuw=t of Regulatory and Economic Resources(RER).
Lha9 L Ch.Oa,F.F.
Pro6urr Control Raamloer
NOA No,16-0629.17
Em4milm Dale:Ortaher 18.2017
Approval Date:duly 21,2016
E•1
1
PGT lnr)o§Jrin,ioc.
1 a
NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No.14-0916.10 issued to Kurmay America,Inc.(former E.I.DuPont
DeNemours&Co.,Inc.)for"Kurarsy Butacite PVB lnterlayer",expiring on 12111/16.
2. Notice of Acceptance No.12-1231.10 issued to Eastman Chemical Company(MA)former
Solutia Inc.for their"Sallex Clear or colored interlayer",expiring on 05/21/16.
F. STATEMENTS(Submitted under file 0015-0528.u)
1. Statement Ictter of conformance to FBC 2014(P edition)and letter of no financial interest,
prepared by POT,dated 0522/15,signed and sealed by Lynn Miller,P.E.
2. Lab compliance as part of the above referenced test report.
G. OTHER
1. This\OA miser NOA#15-0520.24,expiring 10/18117.
2. Test proposal#16-0152 dated 03/09/16 approved by RER
3. Test proposals dated Jan 18,2017 and 02/15/12 approved by Jaime D.Gascon,P.E.
hsq--l'—i LChond�,p.F_
Product Control Eaaminrr
NOA No.16-0629.17
r4f.don Dare:October la,2017
E-2 APp�111atrr Jo1y31.2016
b ANDARDS USED:
NOTES:OUTSWING IMPACT FRENCH DOOM AND SIDE LITE(S) •2014 FLORIDA ASTME13DM nD1uo CODE 1FSL7 51H EDITION
1.GLAZING OPTIONS: •ANSI/AFSPA NDS-MI2 FOR WOOD CONSTRUCTION /RM-cr vow
-ALUMINUM DESIGN MANUAL,ADW2010 ! MdiFiylY
A ALa LWI NOM.(.402n CONSISTING OF(1)LITE OF 11W ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR •AISf SlO VS2-2010 �Z Zq l7
SAFLEXIKEEPSAFE MAXIMUM PLUS(1)LITE OF W16'HEAT STRENGTHENED GLASS, Op w�ie �17 B.3I8'WNI NOM•(.402�'CONSISTING OF(1)LITE OF 1/8'HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BVTACITE OR SAFLEXIKEEPSAFE + /' ,
MAXIMUM PLUS(1)LITE OF 3116-HEAT STRENGTHENED GLASS. 11 C.7/18'LAMI M.NO (.4659 CONSISTING OF(1)LITE OF 3/18'ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM
PLUS(1)LITE OF 3/16'HEAT STRENGTHENED GLASS.
D.7/16'LAMI NOM.(.465'1 CONSISTING OF(1)LITE OF 3116-HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE
MAXIMUM PLUS(1)LITE OF 3116'HEAT STRENGTHENED GLASS. Y N U.
E.131%'LAMI IG NOM..84( CONSISTING OF(1)LITE OF 3116'TEMPERED GLASS,I/4"AIRSPACE,(1)LITE OF 118"HEAT STRENGTHENED GLASS PLUS AN.090 PVB NOA DRAWING MAP W i...
" INTERLAYER OF DUPONT BUTACITE PLUS(1)LITE OF 3116'HEAT STRENGTHENED GLASS,
2.DESIGN PRESSURES:SEE TABLES I AND 2 ON SHEET 2. TOPIC SHEET O $ Q
A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. GENERAL NOTES............1 N a
O
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. CONFIGURATIONS......._..1 Q'
3.CONFIGURATONS:X,O,XX,XO,OX,XXO,OXX,OXO AND OXXO. GLAZING DETAILS...........1 �' (6 II O
4.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS,INCLUDING BUi NOT LIMITED TO STEEL DESIGN PRESSURES...._2 LLJ
F g
• SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS,SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR ANCHORAGE ELEVATIONS....................3 J 6R
REQUIREMENTS SEE SHEETS 8 THROUGH 10. VERT.SECTIONS.............4
5.SHUTTERS-ARE NOT REQUIRED. HORIZ.SECTIONS..........5 a p O
B.SEALANT;INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. PARTS LIST....._................ 6 Q L— LL
7.REFERENCES: EXTRUSIONS......._..........6.7 `" LU O TEST REPORTS FTL-0954,5212 8 6864;ELCO ULTRACON NOA'S:;ANSIIAFBPA NDS FOR WOOD CONSTRUCTION AND ALUMINUM ANCHORAGE .6...._..............8-10
DESIGN MANUAL Zix
8.THIS PRODUCT HAS BEEN DESIGNED d TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY o O
HURRICANE ZONE(HVHZ). GLASS ABBREVIATIONS Z
9.CONFIGURATIONS WF{K:H CONTAIN A SIDE LITE TO DOOR CONNECTION: p lgyn
A THE LOWER DESIGN PRESSURE FROM TABLE 1.OR 2.PREVAILS. HS. NFATS RRENGTHENED Z
B.FULL LENGTH REINFORCEMENT(ITEM 22 SHOWN IN SECTION E-E,SHEET 5).IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TP.=TEMPERED - - Z W TABLE 1.,SHT.2.REFER TO TABLE 2,SHT.2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. Q LL C
9 93} 91 o ? �
LL
30 `30 �_'� 3U —�_ a lz
I - 80-83 „
73 1/2'GLASSSBITE 73 _._.�. Xn7(
12'GLASS BITE (74 1/2"GLASS BITE ���TTx
EKiE,RIOg \ Lm—TO_R T-....__1. EI(iERIOR �1tgl.
94' , 94 - I pia
1/8'IN.ORyf 3/16'AN.OR 1/4'AIRSPACE _�e�l ��..11-- gY
.. H.S.GLASS _y16'H8. HS.GLASS 3118'HS.
_ 31.16"HS. GLASS II,,.090 PVB INTER27 i GLASS .M PVB INTERLAYER -GLASS 3/18'TP.GLASS .'.1 LYrift
(DUPONT BUTACITE OR_ _ (DUPONT BUTACITE OR �,p
SAFLEX/f(EEPSAFE , SAFLEXMEEPSAFE -MAXIMUM) MAXIMUM) .090 PVB INTERLAYER - _.1l8'HS.GLASS
(DUPONT ERLABUTACITE) �'.•'.��`-N�F''
i ¢ '
31W NOM. 7/16"NOM. 13118'NOM. _r: t n.50T00
~' GLASS STACK GLASS STACK GLASS
STACK �'•, `�
3/8"LAMI NOM. 7/16"LAMI NOM. ';v,•., s'"r`O
13/16"LAMI IG NOM.
GLAZING OPTION A OR,B,NOTE 1 GLAZING OPTION C OR D.NOTE 1 GLAZING OPTION E,NOTE 1_
A.ILYNM NLU3i,PE
P.ED SA705
r
TABLE 1.DESIGN PRESSURES FOR ALL CONFIGURATIONS
NOTES: ra°DucrRrvlsm
APPROVED CONFIGURATIONS:X XX O,OX XO,OXO,XXO,OXX&0)0(0
(FOR DQQRS Wl SIpE i fTES,RiE•LOWER DP FOR T,HE DOOR OR SIDE L(jE PREVAILS) 1.GLASS TYPES: acaxa.op pLtq.i r
REINFORCEMENT IS REQUIRED AT DOOR di SIDE LITE CONNECTIONS A.3/r LAM](1/8'A.090 PVB,3/16'HS)
DOORS WITH GLASS TYPES B,C,D OR E B.3v6' LAMIAMI (&IHs,,098 PVB,3H8'HS >4 4
C.7H6'LAME(3l18'A,.090 PVB,3116'HS)
HEIGHT D.7/16-LAMI(3116-HS,.090 PVB,3116'HS)
° E.13116"LAMI IG(3116'TP,1/4-AIRSPACE,V8'HS,.090 PVB,3/16-HSI
X WIDTH XX WIDTH 66-79 3/4" 7°-83 3/4" 87 3/4" 91 3/4" 8 -95 3!4"
30 37 101 6°713W +75.0 1-75.0 +75.0 -75,0 +75.0 1-75.0 1+76.0 -75.0 +75.0 -75.01 2.COMBINED DOOR 8 SIDE LITE WIDTHS FOR TABLE 1 OR 2. Y �{LL
MAX.OXrAO WIDTH=73 VZ" V
•,O.WIDTH SINGLE SIDE LITES WITH GLASS TYPE A MAX.OXO WIDTH-1091rr
x 27 3/4` +75.0 -75.0 +T5.0 -75.0 +75.0 -75.0 +76.0 -75.0 +75.0 -75.0 XXOroXX WIDTH=t W 3 4 O �o
MAX.OXXO WIDTH=143 314'
36 IV +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 67.6 +64.2 $42 3.SINGLE DOORS 33 SW WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 64 1/8' �a W f o
36 3/4" +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 +66.6 -66.8 +63.1 -63.1 WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE
' O WIDTH SINGLE SIDE LJTES WITH GLASS TYPES B,C,D OR IE FBC.NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. W '
36 34" +76.0 -75.0 +76.0 -75.0 +75.0 -75.0 +75.0 76.0 +75.0 .75.0 4.DESIGN PRESSURES UNDER 40 P.S.F.ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. p
N IL
TABLE 2.DESIGN PRESSURES FOR COMBINED DOOR I SIDE LITES ONLY 5.EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: 06 1 O
APPROVED CONFIGURATIONS:OX,XO,OXO,X(O,OXX&OXXO EX A FROM TABLE 1. N Ix w
(THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) OXO WITH GLASS TYPE A O
REINFORCEMENT IS NOT REQUIRED AT DOOR 8 SIDE LITE CONNECTION 30•WIDE x 90'HIGH SINGLE DOOR WITH 29"SIDE LITES O
GLASS TYPES A B,C,D OR E DESIGN PRESSURE--67.61-67.0 PSF N U
HEIGHT _--_-_ EX 8 FROM TABLE 1.. a -
° OXXO WITH GLASS TYPE A p
X WIDTH XX WIDTH 66-79 3/4' 7°-83 3/4` 87 3/4" 91 3/4" 8 -95 3/4" 68'WIDE x 65'HIGH DOUBLE DOOR WITH 36 1/2'SIDE LITES Z LL
20 2512" 40 47 3W'+58.6 -58.6 +55.4 -55.4 +52.4 -524 +49.8 -49.6 +47.4 I-47.4 DESIGN PRESSURE=+70.4/-70.d PSF y 0) LL
Q
LU
2712" 51314'+54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 46.5 +44.3 44,3 EX.C FROM TABLE 2 ,
OXO WITH GLASS TYPE C
2912" 55 3W+51.7 -51.7 +48.8 -08.8 +46.1 -46.1 +43.8 43.8 +41.6 41.6 30'WIDE x 6T 3/4'HIGH SINGLE DOOR WITH 28'SIDE LITES
3112" 5 `°593/4 +49.0 49.0 +452 -46.2 +43.6 -43.6 +41A 41.4 +39.3 -39,3 DESIGN PRESSURE-+43.6/43.6PSF
m
?a SJ,�F e
28 3312 63 3/4" +43.1 -43.1 +43.1 43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 EX.D FROM TABLE 2. s
OXXO WITH GLASS TYPE C Uie €€
3512 67 3/4"+3B.1 38.1 +38.1 -38.1 +3B.1 -38.1 +37.5 -37.5 +35.6 -35.6 83 314 WIDE x 80'HIGH DOUBLE DOOR WITH 26'SIDE LITES S 3
DESIGN PRESSURE=-43.1/43.1 PSF
3° 3712 6° 713/4`+34.0 34.0 +34.0 -34,0 +34.0 34.0 +34.0 -34.0 +34.0 34.0 �a
0 WIDTH GLASS TYPES A B.C,D OR E 6.FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1,WHICH o�
REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE
103f4" +75.0 1.75.0 +75.0 -75.0 +75.0 75.0 +75,0 75.0 +75.0 75.0 CONNECTION SEE SECTION E-E,SHEETS FOR REINFORCEMENT
123/4' +75.0 -75.0 +75.0 -75,0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.01 DETAIL'
SINGLE 19" +72.4 -72.4 +68,5 -68.5 +65.0 -65.0 +61,9 -61.9 +59.0 -59.0
SIDE LITE 21 3/4" +64.5 64.5 +61.0 -61.0 +67.6 -57.8 +55.0 55.0 +524 -52.4
27 3W a52.9 52.9 +49.9 -09.9 +47.2 47.2 +44,7 -04.7 +42,6 -026 6• (d
361/8" +352 -35.2 +35.2 -35.2 +35.2 35.2 +35.2 35.2 +34A -44.4
36 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 34.0 +34.0 -34.0
A IYNNN9IER PE
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73 VT MAX 10912-MAX- ---
14' - 143 aid MAX.—--'
38 3 36 3!4' 36 314' 36 3i4' 3�4'_� AOBUCr azYp>en
MAX. X i —MA -SEE NOTE3+f�—MAX —MAX -- +—�� SEE NOTE3--yfF- ���aaallllll .q a.Ft,m�
-as I
\4941) aw cbnti
I
\ / JEE.TE4
95 314" IL
MAX
io �� of 1cE� E jE Ef +E E� iE Ef JE jX Ci / y 0 4C. X INAC7 1 0 p17 LL
SEE NOTE 4 J S �—SEE NOTE 4 SEE NOTE 4 SEE NOTE 4 aC 0
OX OR XO OXO, OXXO l41 0 "
36 3M' t
71314'MAX.— -' p MAX Z
3712' _24 9716'MAX. 33 5/8'MA0--
DLO
L)j
MAX
q' I --f A—� DLD(TYP)- I 9 Dlo(TYPG O LU
LL O
95 3(4' �" 4
49) �X 49� Y1� IG a LL
10 HT.
TYP. \ 95 W4' s W
MAX
R �
a�x�
(TYP.) DOOR a �•
40" OLOHEIGHT =HEIGHT-113I8' k' i
RYP)D D CDLO WIDTH X =DOOR WIDTH-12 16N6- �r
�. ! \ Fr F OLD WIDTH 7IX'=DOOR WIDTH2-116116"
zC AC7` iY INACJJC
1 O _ SIDE LITE
DLO HEIGHT=HEIGHT-11&8"
A- X A-- B DLOWIDTH =WIDTH-3118"
xx �
MOTES:
4� O
1.FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. �6
2.FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5.
3.SIDE LITES OVERLAP AND'X)('DOOR$B,Y 3I4'WHEN ASSEMBLED T0.MAKE%0',-o ,OXO- o,,'OXX'AND'OXXO'CONFIGURATIONS. -
4.REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS(SEE APPLICABILITY SHEET 2).
5.CLEAR OPENING FOR X AND'XX'DOORS AS FOLLOWS:(')c DOORS-WIDTH-5.646) ('XX'DOOR-DOOR WIDTH2 4079)
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roep�rM tlM FLM
IN IOR TER •�_�sl..:,`tea=ti.�,
EXTERIOR •.val:nvr x+ti caohd
ILL
6A AT HEADNAMB O � d
37 6D i I I _-{6�AT SILL/JAMB o
CLEAR-COLORED (L' N 4 o
SEALANT y W
EXTERIOR INTERIOR 62 W o
o
Z
O �
z
x
I MAX. IVU U
MAX, MAX, SIDE 62 to Zw
�• 1 t+ DOOR DLO I LATE
HEIGHT ; HEIGHT U LL c
'Rx ti
�&
SL VIEW G-G oEt`
CORNER ASSEMBLY
30
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DOOR SECT.A-A SL SECT.B-B
�3} VERTICAL VERTICAL A.LYNNWLLELP.E.
C4 49
vaoaucrcwaeo
'"-- -- --- MAX TUC WIDTH _ _ &Ie- .�Oiiti+OY
�''y� 'a[ 7
®� U IrYI N LL
OLD'
f XX'SECT.C-C OLD 31 i ' $o0
(�351�6}(34}� �� HORIZ. (46%(451
MAX.%'WIDTH
co LL
rD -5 O
0 O0
O H
N = yg Z
U "'
• W
MAX 9O LL
/� �� \� 'X'SECT.D-D D LL
46 21 �� HORIZ. gxTERwg x 4
SPACING,SAME AS _
r MAX,SL WIDTH `..J JAMB ANCHOR SPACING MAY.SL WIDTH—
I —� (SEE SHEETS r.8 ANDS) i Xg.P
626
MAX I
OLD
SEE TABLES I AND 2 AND FMAX.4
jj'' 22)NOTES ON SHEETS 7&2 DLO
\66 @�... SL SECT.E-E �{62 _ FOR APPLICABILITY 6'�I�b
SL SECT,F-F
HORIZ.(DOOR WI SIDE LITE) HORIZ.(SINGLE SIDE LITE)
A.LYW NSLM P.B
P,E.PSE105
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1
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Firm ONO, PIT71 DM=Pln
1 M + PRDDBCr RrASPD.
2 + 00900 aTP.,OLON.IBD .27 IaGn
O 7W0 a7D7D% B1ILB WPA R97RW.1N%.00DHIGH �KMDr{WIB�
A 0a3 RL51B0. TRILEPUTE A[gEWW I(_e[29•I7
pia% 2 .11xx BlPA'P
na la'ILD STRR LA 6APUKi W 6LICONE -,HOT-MELT BUTYL
2FPJP M -as.w�a PATCH STRUCTURAL
E B95 1W� GASKET ENTIOEBIfOLOa JMt9 STRUCTURAL \ SILICONE W16'NOM.
p Gpa 109® WSKET ETWFR a JAMB POLYISOBUTYLEN �1N'NOM. FOAM
1f7 tIt1pWa0l A aat1 fe0o0oYAl7 . W
MH
10 =A WITH DESICCANT DESICCANT
5G
u TP.20Ri T50 FM.01AS IiI LL
OUIBVAW EXT.GLASSACIETAL
u tt U IO7U 6 RAa1 D Yn a�i f-
IS tt 1 DE ACFR.09a NECTIONM—M MOLD a
a 19 ,1 AL BP .1 ENE Q a
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4,000 I 4.875 -0.375 30
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=MINIMUM JAMB ANCHOR =.�--
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' z Kj X zz ' XX z z O z z XO OR OX zoo i o - o o -=ADDITIONAL JAMB N U.
R N N N N N N N ANCHOR LOCATION, N F
g j I g m EQUALLY SPACED AS p U
REQUIRED PER O a Q
3-7 ON SHEET TABLES 9. co o a.
a
T
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~ SILL
ZONE'C~ ~ZONE-D'SILL �ZbNE-D•SILL � �ZONE'E'~ SILL ZONE I SIL j y o
SEE TABLE 3.,SfiT_9 SEE TABLE 4..SHi.9 SEE TABLE¢.,SHT,8 SEE TABLE 8.1 SHT.9 O =IS O
rHEAD HEAD HEAD HEAD HEAD HEAD HEAD HEAD HEAD HEAD EXAMPLE ¢ `A ZONE ZONE ZONE ZONE ZONE 00
.E. �ZNEF� ,E, �ZNE'D'�ZONE'F� .E„ r ,E, �ZONE'Fh�ZONE'Fy� ,E, 1 ANCHORAGE SOLUTION 0 F
FOR A CONCRETE w z
\ OXXO INSTALLATION u W
/ A.19'x 83 314'SIDE LITES'B'ANO LL
w i i In� `D 'E'ZONE ANCHORS FROM It
I
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w Z i w w+ w TABLE 7,SHEET 9. g ] LL
N OXO a o f XXO OR O_XX o o /2-X—XO Z
m m m I N m N PLUS; Q
m
j B.71314'x 83314'XXDOOR ZONE
( I -P ANCHORS FROM TABLE 4, Fary g
\ i I SHEET 9.EACH'F ZONE. A',Y,
SEE ENCIRCLED VALUES,SHEET 9
� 1 � I SOLUTION: d
SILL I I SILL I ` F---.-+v.1--r--�. -a TOTALS(4)TYPE t OR 2 ANCHORS of
ZONE-}— ---}-ZONE }— SILL SILL —�-2NE� ZONESILL SILL SILL EACH JAMB AND 2+545-2-(14)
'E, 20NE F ,E, ZONED' ZONE F ,E„ ,E, —ZONE'F'�ZONE•F'___r_ TYPE 1 0R 2 ANCHORS AT HEAD
SEE TABLE 7.,SKr.9 SEE TABLE 7.,SHT.9 SEE TABLE 7.SHT.9 E' AND AT SILL
EXAMPLE OF ANCHORAGE FOR A 71 3/4'x 83 314'70P DOOR. +-ANCHOR LOCATION FOR '
NOTES: WITH 19'x IR 314'SIDE LRES(SEE SOLUTIN AT RIGHTI EXAMPLE ABOVE
1.APPROVED ANCHOR TYPES ARE: 1.114-ELCOTAPCONS 2.1/4'ELCO SS4 CRETE-FLEX MASONRY ANCHORS 3.012SCREWS 16
2ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS(4-MIN.O.C.FOR CONCRETE,6-MIN.O.C.FOR CMU}.SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. 6 $L
JAMBS(ALL):13114'MAX.FROM CORNERS AND 23118'MAX.O.C.
HEAD 8 SILL GF DDORS:6'MAX.FROM CORNERS,W MAX.FROM ASTRAGAL CENTERS AND 20 718'MAX.O.C.
HEAD 8 SILL OF SIDE IJTES:6'MAX.FROM CORNERS AND 24 314'MAX.O.C.
3.TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. A.6W.Ww M P.E.
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TABLE 3.X DOORS TABLE 4.XX DOORS TABLE S.O SIDE LITE TABLE 6.NO 3 OX TABLE 7.OXO.XXO,OXX APPROVED ANCHOR 71 PES:
(ALSO X DOOR OF XO&OX) 3 OXXO 1.174'ELCOTAPCONS r wucrRrmw
GLASS TYPES A.B,C.D•E GLASS TYPES A.B,Q D.E GLASS TYPES A,S.C.D.E GLASS 1YpFS A B,C,D,E GLASS TYPES A,B.C.U,E ��ab zAtw ryHi'
ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE A1X1OR1VPE 2.1(4'ELCO SS4 CRETE•FLEX +7
E SUBSTRATE 2,3,WOOD 1,2.WNC E SUBSTRATE 2.3,WOOD 1.2,CONC A SUBSTRATE 2,3,WOOD 1.2.CONC d SUBSTRATE 2,3•WOOD 1.2.CONC A SUBSTRATE 23,WOOD 1,2.CORK fANN44/TM LL1
MASONRY ANCHORS
ODOR WOTHS tAAD2gNES DOORWOTHS LAA07ANES wom LOAD 20NES DOOR WIDM9 LOAD ZONES DOOR WOTHHS LOA02ONES y� �. U�bt•-�
3.q12 SCREWS(GS)
• -25. 70C-47,7 w •0•-10.7 'r-2E.50 W-25.
.0 ••��-� "•'
TO 37 - TO 71.7 TO 3615 TO 37.R TO 37.50 4.ENCIRCLED ANCHOR
d d'
• uIw uH w h w 6 .-17.7 fA {x QUANTITIES IN TABLES 4 Y N LL
j��a - '•<m �`m- - ��. ��. �' AND 7 PERTAIN TO THE
TO 71.7
�°
L # , EXAMPLE ANCHORAGE
me H!) d
3., aQj 3 507E SHO I SOLUTION ON SHEE70.
WIDTH x HR. x x 3 x x x 3 MGM x M. t a N1OM■ M. o O o o WLDE H x M: O o x x. 0. o,c x WHDTH x M, o.o si o o Hi O LU Loh
25.50 09.75 5 2 7 4 2 3 47.75 x 79.7W47
2 3 10.75 x 79.75 4 1 4 1 10.76 z 79.7E 4 2 A 2 10.75 x 78.7E 4 2 4 2 a 10 y O
83.7 E 2 1 4 2 3 83.7 2 3 83.7 N
1 83.75 1 2 4 2 83.7 4 2 4 2 �i F• W
97.7 5 2 7 4 2 3 87.7 2 3 87.7 i 87.75 4 2 4 2 K 87.7 4 2 4 2 LU J r
N 01,7 6 2 7 { 2 3 91.7 2 3 91.76 1 91.7 4 2 O 4 2 91.75 4 2 r3 4 2
95.7 B 2 7 4 2 3 95.7 2 3 B.7E 1 95.7E 4 2 4 2 1CC 85.7E 4 2 4 2 p N ut O
27.60 x 79.7 5 2 7 4 2 3 61.75 x 79.7W47
2 3 12.75 z 79.75 4 2 4 2 127S x 79.75 4 2 4 2 S 127E 9 70.7 4 2 1 2 p Q O
837 5 2 7 4 2 3 E3.7 2 3 8175 4 2 4 2 83.76.1.1 4 2 d E3.7 4 2 .11 O
E7,7 5 2 7 4 2 3 07.7 2 9 97.76 4 2 4 2 87,7 4 2 4 2 67.7
91.7 8 2 7 4 2 E 91.7 2 3 81.7E A 2 4 2 91.7 4 2 f. 1 2 91.7 1 2 4 2 8 Tn
957 6 2 7 4 2 5 85.7 3 5 95.76 4 2 4 2 95.7 4 2 0 4 2 85.7 1 2 4 2 t 0 z
29.50 x 79.7 5 2 9 4 2 3 55.75 x 70.7 5 4 7 4 2 3 19.00 x 79.75 1 2 4 2 19.00 x 78.7 4 3 4 4 2 19.OD x 79.7 4 3 2 14
83.7 5 2 0 4 2 3 E3.7 5 4 7 4 2 3 83.76 4 2 4 2 83,7 { 3 4 2 83.7 4 3 yT 4 2 UD a Z
87.7 6 2 8 4 2 E 87.T 5 4 7 1 2 3 87.7 1 2 4 2 97.7R13
4 2 87.7 4 3 Z 4 2 a H7 r
91.7 9.2 6 4 2 E 91.7 8 4 7 A 3 5 91.7 1 2 4 2 91.7 Q 1 2 51.7 1 3 { 2 LL O
95.7 612 8 1 2 E 85.7 6 4 8 413 6 B5.7 { 2 4 2 95.7 3 d 2 05.76 4 i 3 4 2
31.60 x 79.7 5 2 8 1 2 3 59.7E x 79.7 6 5 8 4 2 3 21.75 x 79.7 4 2 4 2 21.75 x 78.7 4 3 0 4 2 � 21.7E x 79.7 1 3 � 4 2 � � � zVz y� LL
03.7 8 2 8 4 2 E 83J 6 5 0 4 2 3 83.7 f 2 1 2 03.7 1 3 = 4 2 F 83.7 4 3 LL A 2 LL Q r4
07.7 6 2 8 4 2 5 87.7 6 5 8 4 3 5 57.T 4 2 4 2 87.7 4 3 w 4 2 w7� 97.7 4'3 ♦ 4 2
91.7 8 2 8 4 2 5 91.7 9 5 6 4 3 5 91.7 5 2 4 2 91.7 6 3 4 2 7 91.7 5'3 p A 2 p
B5.7 7 2 10 4 2 5 B5.7 0 5 8 4 3 b 95.7 5 2 4 2 85.7 6 3 1 2 85.7 5 3 '1 A 2
3350 z79.76 8 3 B f 3 1 83.7E x79.7M76
B 4 2 J Z7.73 z79.7 5 2 A 2 27.7E x79.7 6 3 4 2 P� 27.76 z79.7 5,3
63.7 6 3 8 4 3 5 83.7E A 3 5 83.76 E 2 4 2 E3.7 5 3 1 2 C 83.78 5 3 f A 2 f
87.7 9 3 8 4 3 E 87.79 A 3 5 87.7 5 2 4 2 87.7 5 3 4 2 07.7 E'3 4 2 ��
91.7 7 3 10 4 3 5 91.78 4 3 b 91.7E 8 2 4 2 91.7 8 3 4 3 91.7 6 3 1 A 3a
005.7 7 3 10 4 3 b 85.710 4 3 5 95.7E 6 2 4 2 95.7 6 3 4 3 4 95.7 8 3 4 3 of �j
35.50 x 79.76 0 1 3 8 4 3 5 97.75 z 78.7 8M
30.13 x 79.7 6 3 4 3 30.13 x 79.7 6 4 H• 4 3 gH' 36.13 x 79.7E 6 4 4 3
E3.7 6 3 8 1 3 E E3.7 9 83.75 6 3 4 3 83.7 8 4 4 3 p 83.7 0 i 4 4 3
87.7 8 3 8 4 3 E 07.7 B 07.75 7 3 4 3 97.7 7 5 4 3 F. 07.7 7 6 4 3 Q
917 7 3 10 4 3 5 01.7 7 81.7E 7 3 f 3 91.7 7 E QQ� 4 3 p 91,7b 7 6 g 4 3 Hx
S5.7 7 3 10 4 3 5 95.7 7 95.7 7 3 4 3 93.7 7 5 z2i 4.3 v 95.7 7 5 7t 4 3 S
37.50 x 79.7 8 3 0 4 3 E 71.75 x 79.7 6 5 9 4 3 5 39.7E x 79.7 6 3 4 3 36.75 x 79.7 6 4 a 4 3 < 36.75 x 79.75 9 4 = 4 3 i
83.7 8 3 8 4 3 5 83.76 6 5 B f 3 5 83.76 e 3 4 3 83.7 8 4 m 4 3 83.7E 9 4 ��
87.7 7 3 ID 4 3 5 87.7 B 5 8 A 3 5 87.7 7 3 { 3 87.7 7 b 4 3 87.7E 7 b 4 3 7
9L7 7 ] f0 4 3 5 01.7 7 0 10 f 3 b 91.7 7 3 4 3 91.7 7 6 �. 4 3 N 91.7E 7 5 4 3
95.7 7 3 10 4 3 5 05.7E 7 6 10 4 3 5 D5.75 7 3 4 3 95.7 7 5 4 3 95.7E 7 5 413
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1� -1 V4'MIN.E.D.r
,.,�•
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.S
1 • •:(-'.:. 1X 3.4 KSI MIN.CONC.W000 BUCK.NOTE ate.• mwppigwW mRwib
1X W000 �:'w 13�8'TYPE1
._I. ••+; 13/8'TYPE1 �_ -'� v;'1•;:,-,r•5.� 1314'TYPE 2 K•JG [tb.l�
BUCK NOTE2 •�;'.is 1314'TYPE2 - _ a�
1 318'MIN.
MIEN. � '-�_
.-_ 114"MAX. MAX. 1/4'MAX. --1/4'MAX.
41 4.. SHIM EXT. SD a SHIM SHIM SHIM
U t ANCHOR OR _CONC. EXT. WOOD EXT. _CONC.
EXT. C- r ANCHOR. ANCHOR ANCHOR, X LL
TYPE 2 OR 3,
NOTE 1 " L• NOTE 1 TYPE 2 OR 3. NOTE 1
1 1/4'TYPE 1 OR 2(CMU) ` NOTE 1 3 Q
• HEAD(WOOD) DOOR HEAD(CONC) 1 318'TYPE 1(GONG) O o D_
r -'- - / SIDE LITE HEAD(WOOD) SIDE LITE HEAD(CONC) vJg
1 31w 1 3/4-TYPE 2(CONC)
1/4'MAX.SNIM—•' MIN. IWMA. -r'1 I --� 1114'TYPE 10R 2(CMU) C
SHIM �{ -�- 1/4'MAX.SHIM 1/4'MAX SHIM 1 3/B'TYPE 1(GONG) fA o
i ;%.. r-'+-13/8'MIN. T W .•-•.,..t1&4'MIN.ED. 1 314'TYPE 2(CONC)
WOOD �_ CONC.—'---� ,` MIN.
• ,-.r r... .".,'::,MIN.ED. J
ANCHOR ��'' /� ANCHOR,�_ .p�,r,
ON CONC NOTE 1 Q
STAGGEREDt ANCHOR ( 16KSI MIN.CMU OR (OLL
CENTERS, jl ONISUM"'
innl WOOD I �` 3.4 KSI MIN.CONC. aS
TYP10
E STAGGERED r� ANCHOR •f 1 3/4'MIN.E.D.
20R3, I CENTERS, TYPE I }?HOTE7 �. NOTE11314'MIN.E.D. � I� Q 2OR3,2X WOOD 1 X 2XWOOD/EXT NOTE 1 0 zDR •1.S KSI MIN.CMU OR
BUCK ROTE 2 NOTE 2 3.d KSI MM.CONC. BUCK NOTE 2 1X WOOD BUCK NOTE 2 EXT O S Z
DOOR JAMB(WOOD) DOOR JAMB(GONG) SIDE LITE JAMB_(WOOD) S_IDE LITE JAMB(CONC) w
WOOD ANCHOR TYPE 2 CONC.ANCHOR,
3,NOTE 1 NOTE 1 LL
WOOD ANCHOR,TYPE 2 OR 3 NOTE 1 CONC.ANCHOR NOTE 1 _ 1` ._ 1 ,... 1X WOOD �i- y y yy
T: v V BUCK NOTE 2- EXT'
NOTE 3 yy gg
EM. SHIMMY EXT.. rt/4'MAX. SHIMS 1/4'MAX. Q E Q
SHIM
77 318'MIN. ".% fit; 13/4'TYPE2 _ �� 1318'MN. i:;;'•(+« X� ;
—�. �•�, .=•-13J8"TYPE1 /,''4'
.13(4' 3.4 KSI MIN. ...�y�., ! V; =:'�.13/4'TYPE2
2X WOOD BUCK NOTE 2 )NW.E. -5-3.4 KSI M W.CONG 2X WOOD BUCK NOTE 2 i ANC. ;.
r: 1 3%4' � o `o
DOG_R SILL(WOOD) DOOR SILL(GONG) SIDE LITE SILL(WOOD) MIN.E.D. >
SIDE LITE SILL(CONC) J�
NOTES:
1.FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4'TAPCONS EMBEDDED 1 WS'MIN.(TYPE 1)OR 1/4'SS4
CRETE-FLEX EMBEDDED 1314'MIN.(TYPE 2).THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4'.FOR WOOD INSTALLATIONS USE '
#12 SCREWS,G5(TYPE 3)OR ELCO 1/4'SS4 CRETE-FLEX ANCHORS EMBEDDED 1 3W MIN.(TYPE 2).
2.WOOD BUCKS DEPICTED AS Ix ARE LESS THAN 1 VY'THICK 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS -
DEPICTED AS 2x ARE 1 1R"THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE
AUTHORITY HAVING JURISDICTION(AHJ). - Lf1e
3.IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NONSHRINK,NONMETALLIC GROUT(3400 PSI MIN.),(DONE BY OTHERS)
MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS
WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION.
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