HomeMy WebLinkAboutNotice of Acceptance MIAMDADE MIAMI-DARE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to
be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,
if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the
requirements of the applicable building code.
This product is approved as described herein,and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Series"FD-101"Aluminum French Doors w/wo Sidelites—L.M.I.
APPROVAL DOCUMENT: Drawing No. 11005-1 Rev F,titled"Alum. French Door&Sidelites,Impact",sheets 1
through 10 of 10, dated 04/04/2012 and last revised on 06/08/16, prepared by PGT Industries, signed and sealed by
Anthony Lynn Miller, P. E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of
Acceptance number and Expiration date by the Miami—Dade County Product Control Section.
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant
Limitations:
1. Use of Table 1,require full length reinforcements(item#22)for OX,XO,XXO,OXX, OXO and OXXO. The
lower design pressure from X,XX door or O(sidelite)shall control.
2. All laminated glazing options(glass types,A,B,C,D&E)must have 3/16"HS glass at interior side.
3. '/4"Elco Ultracon(former Tapcon)to be 4"OC into Cone. and 6"into CMU(jambs).
4. lx 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 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#15-0528.24 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 1. Chanda,P.E.
NOA No.16-0629.17
MIAMI•DADECODUN— Expiration Date: October 18,2017
7\�� Approval Date: July 21,2016
Page 1
SHOP DRAWING REVIEW
NO EXCEPTIONS TAKE14
MIAKE CORRECTIONS NOTED
7 SF A p E S U 5I\4.!T
ECIFIED,
G N
C r )= T -HE
INFDR.MVION 0 N
TRACTOR IS CON,•
FIRMED AND CORRELATED AT THE JOB Sill; f 6R !NFORMATION
THAT PERTAINS SOLELY TO THE FABRICATION PROCESSES OR TC?
TECHNIQUES 09 CONSTRUCTION; AND FOR L;0CARDINATION W.-
THE INORK OF ALL TRADES.
FIN.NVOLD ARCH ITCC M�E,MC,
DATE lit:
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
•, 1. Manufacturer's die drawings and sections(Submitted under files#listed below)
2. Drawing No. 11005-1 Rev F,titled"Alum.French Door&Sidelites,Impact", sheets 1 through 10
of 10,dated 04/04/2012 and last revised on 06/08/16,prepared by PGT Industries, signed and
sealed by Anthony Lynn Miller,P.E.
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 Loading per FBC, TAS 203-94
Along with marked-up drawings and installation diagram of Aluminum Sliding Glass Doors (w/
TPS, Super,Cardinal&Duraseal Spacers),prepared by Fenestration Testing Laboratory, Inc.,
Test Reports No(s)FTL-8717,FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16,
all signed&sealed 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 FBC,TAS 201-94
3) Cyclic Wind Pressure Loading 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) FTL-
6864, dated 04/02/12, signed and sealed by Marlin D. Brinson,P. E. (Submitted under files#12-
0516.02/#11-1013.22)
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 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,TAS 202-94
Along with marked—up drawings and installation diagram of Aluminum outswing doors
w/sidelites,prepared by Fenestration Testing Laboratory, Inc., Test Reports No FTL-5212, dated
05/05/2007, signed and sealed by Carlos S. Rionda, P. E. (Submitted under files# 12-516.02/#11-
1013.22)
C. CALCULATIONS (Submitted under file#15-0528.24)
1. Anchor verification calculations and structural analysis dated 05/22/15, complying with FBC-
214 (5'Edition),prepared by PGT, signed and sealed by Lynn Miller,P.E.
2. Glazing complies w/ASTME-1300-02, 04&-09.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources(RER).
Ishaq I.Chanda,P.E.
Product Control Examiner
NOA No. 16-0629.17
Expir n mat�I �,e: October 18,2017
E-1
ra al F2016
�j k�
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. (former E.I. DuPont
DeNemours& Co., Inc.)for"Kuraray Butacite PVB Interlayer", expiring on 12/11/16.
2. Notice of Acceptance No. 12-1231.10 issued to Eastman.Chemical Company (MA)former
Solutia Inc.for their"Saflex Clear or colored interlayer", expiring on 05/21/16.
F. STATEMENTS (Submitted under file#15-0528.24)
1. Statement letter of conformance to FBC 2014(5"'edition) and letter of no financial interest,
prepared by PGT,dated 05/22/15, signed and sealed by Lynn Miller,P.E.
2. Lab compliance as part of the above referenced test report.
G. OTHER
1. This NOA revises NOA#15-0528.24,expiring 10/18/17.
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.
haq I.Chands,P.E.
Product Control Examiner
NOA No. 16-0629.17
Expiration Date: October 18,2017
Approval Date: July 21,2016
E-2
STANDARDS USED:
NOTES: OUTSWING IMPACT FRENCH DOOR(S)AND SIDE LITE(S) :ASTFLORIDA1 9 BUILDING CODE(FBC),STH EDITION
•ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION 1!ROOVCCREVWEU
1.GLAZING OPTIONS: -ALUM NUM DESIGN MANUAL ADM-2010 =gpll
iw•1tk dw Flo"
A.3/8"LAMI NOM.(.402")CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR •AISt S7oo•o7/S2-2oto Aimoftm N./6"C Zf'/7
SAFLEX/KEEPSAFE MAXIMUM PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. 17
B.3/8"LAMI NOM.(.402")CONSISTING OF(1)LITE OF 1/8"HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE f
MAXIMUM PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. ppred„nl uC �
C.7/16"LAMI NOM.(.465")CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM
PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS.
D.7/16"LAMI NOM.(.465")CONSISTING OF(1)LITE OF 3/16"HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE 04. LL
MAXIMUM PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. Y — x
E.13/16"LAMI IG NOM.(.840")CONSISTING OF(1)LITE OF 3/16"TEMPERED GLASS,1/4"AIRSPACE,(1)LITE OF 1/8"HEAT STRENGTHENED GLASS PLUS AN.090 PVB NOA DRAWING MAP o U a
INTERLAYER OF DUPONT BUTACITE PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. TOPIC SHEET
•4 Q
2.DESIGN PRESSURES:SEE TABLES 1 AND 2 ON SHEET 2. V) is O O
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. GENERAL NOTES............ 1 O
c - .p
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. CONFIGURATIONS...........1 �• 5 -
3.CONFIGURATIONS:X,O,XX,XO,OX,XXO,OXX,OXO,AND OXXO. GLAZING DETAILS........... 1 Lu a O
_ T
4.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL DESIGN PRESSURES...... 2 �-
SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS,SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.FOR ANCHORAGE ELEVATIONS.................... 3 J
REQUIREMENTS SEE SHEETS 8 THROUGH 10. VERT.SECTIONS.............4 = J uj
5.SHUTTERS ARE NOT REQUIRED. HORIZ.SECTIONS........... 5 o Q O
6.SEALANT:INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. PARTS LIST...................... 6 N H to 'LL
7.REFERENCES: EXTRUSIONS................... 6,7 ❑W ca.. 8 O
TEST REPORTS FTL-4964,5212&6864;ELCO ULTRACON NOA'S:;ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM ANCHORAGE....................8-10 w 0
DESIGN MANUAL. m Z O
8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY Q w o 0 a F-
HURRICANE ZONE(HVHZ). GLASS ABBREVIATIONS Z
9.CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: AN.=ANNEALED S Z
A THE LOWER DESIGN PRESSURE FROM TABLE 1.OR 2.PREVAILS. HS.=HEAT-STRENGTHENED
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 co
TABLE 1.,SHT.2.REFER TO TABLE 2,SHT.2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. o Q L _o
93 93 91 o Itsgw LL
30 � LLN oz F¢ �
30 30
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80-83
73 1/2"GLASS BITE 73 n2' S BITE 74112"GLASSBITE =(j mv1 Q
EXTERIOR EXTERIOR EXTERIOR v 7 wo 94 a 94 ��ay
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1/8"AN.OR 3116"AN.OR 1/4"AIRSPACE
3/16"HS.
HS.GLASS HS.GLASS — I I
- 3/16"HS. _ 3/18"HS. 3/16"TP.GLASS GLASS
.090PVBINTERLAYER GLASS .090 PVB INTERLAYER GLASS `�� 0�;� •••,,,•l(�Fpi
(DUPONT BUTACITE OR (DUPONT BUTACITE OR 118"HS.GLASS �`�•' ��E"�F
SAFLEX/KEEPSAFE SAFLEXJKEEPSAFE .090 PVB INTERLAYER
MAXIMUM) MAXIMUM) (DUPONT BUTACITE) =x No.SS705
3/8"NOM. 7116"NOM. 13/16"NOM. -
GLASS STACK GLASS STACK GLASSSTACK
O'•• 1
OF
3/8"LAMI NOM. 7/16" LAMI NOM. 13/16"LAMI IG NOM. '• SAT- _�\�
J.dn� ALORtO '• ���•
l � ••^ ..........
GLAZING OPTION A OR B, NOTE 1 GLAZING OPTION C OR D, NOTE 1 GLAZING OPTION E, NOTE 1 ;'Slor^.�
kOVI JM MILLER•P.E.
REA 58705
TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS
APPROVED CONFIGURATIONS:X,M.O,OX,XO,OXO,XXO,OXX&OXXO NOTES: ks ftmp raevjsen
(FOR DOORS W/SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) 1.GLASS TYPES: ���
REINFORCEMENT IS REQUIRED AT DOOR&SIDE LITE CONNECTIONS A.318"LAMI(1/8"A,.090 PVB,3/16"HS) " +w� /6-otzq.i�
B.3/8"LAMI(1/8"HS,.090 PVB,3/16"HS) I
DOORS WITH GLASS TYPES A B,C,D OR E C.7/16"LAMI(3/16"A,.090 PVB,3/16"HS)
HEIGHT D.7/16"LAMI(3/16"HS,.090 PVB,3/16"HS)
X WIDTH XX WIDTH 68-79 3/4" 7°-83 3/4" 87 314" 91 314" g°_95 g/q' E.13/16"LAMI IG(3/16"TP,1/4"AIRSPACE,1/8"HS,.090 PVB,3/16"HS)
30 37 1/2" 60 71314.
+75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 2.COMBINED DOOR&SIDE LITE WIDTHS FOR TABLE 1 OR 2. Y ��
MAX.OXXXO WIDTH = 73112" V
O WIDTH SINGLE SIDE LITES WITH GLASS TYPE A MAX.OXO WIDTH=1091/2" o U
27 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.01 MAX.XXO/OXX WIDTH=107 314" O p g
MAX.OXXO WIDTH=143 3/4"
36 1/8" +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +64.2 -64.2 0_ - CD3.SINGLE DOORS 33 5/8"WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 64 1/8" E 07 i o
36 3/4" +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 +66.6 -66.6 +63.1 -63.1 WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE w, _P
O WIDTH SINGLE SIDE LITES WITH GLASS TYPES B,C,D OR E FBC. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. J
36 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 4.DESIGN PRESSURES UNDER 40 P.S.F.ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. p O
in u_
TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR/SIDE LITES ONLY 5.EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: ,d to
APPROVED CONFIGURATIONS:OK XO,OXO,XXO,OXX&OXXO EX A FROM TABLE 1. y N
(THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) OXO WITH GLASS TYPE A o j 0 Z
REINFORCEMENT IS NOT REQUIRED AT DOOR$SIDE LITE CONNECTION 30"WIDE x 90"HIGH SINGLE DOOR WITH 29"SIDE LITES .1
DESIGN PRESSURE=+67.6/-67.6 PSF to =
GLASS TYPES A,B,C,D OR E W Z
HEIGHT EX.B FROM TABLE 1. LLI W_ W
OXXO WITH GLASS TYPE A d W
X WIDTH XX WIDTH 68-79 3/4" 70-83 3/4" 1 87 3/4" 91 3/4" 8°-95 3/4" 68"WIDE x 85"HIGH DOUBLE DOOR WITH 36 1/2"SIDE LITES Z LL• o
0 DESIGN PRESSURE=+70.4/-70.4 PSF •• 0
20 251/2' 4 473/4' +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 8 &gFZ,LL
27 1/2" 51 3/4" +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. z Q Q 9
OXO WITH GLASS TYPE C
291/2" 55 314' +51.7 -51.7 +48.8 48.8 +46.1 46.1 +43.8 -43.8 +41.6 -41.6 30"WIDE x 87 3W HIGH SINGLE DOOR WITH 26"SIDE LITES
28 31 1/2" 50 59 3/4" +49.0 -49.0 +46.2 46.2 +43.6 -43.6 +41.4 -41.4 +39.3 -39.3 DESIGN PRESSURE_+43.6/-43.6 PSF 0 N
28 33 1/2" 54 63 3/4" +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 •O FROM TABLE 2.
OXXO WITH GLASS TYPE C
35 1/2" 67 3/47 +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 63 3/4"WIDE x 80"HIGH DOUBLE DOOR WITH 26"SIDE LITES
DESIGN PRESSURE=+43.1/-43.1 PSF
3° 37 1/2" 60 71 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 c a 0 0
O WIDTH GLASS TYPES A,B C D OR E
6.FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1,WHICH $Z =
' ' REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE 0
10 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 CONNECTION SEE SECTION E-E,SHEET 5 FOR REINFORCEMENT
12 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 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 +57.8 -57.8 +55.0 55.0 +52.4 -52.4
27 3/4" +52.9 -52.9 +49.9 -49.9 +47.2 47.2 +44.7 44.7 +42.6 42.6
361/8" +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +34.4 -34.4
36 3/4" +34.0 -34.0 1+34.0 -34.0 1+34.0 -34.0 +34.0 -34.0 +34.0 -34.0
'A.LVNN`MILLER,P.B.
P.E#5070.5
73 1/2"MAX. 109 1/2"MAX. 143 3/4"MAX. PROOKrRINISEo
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(TYP.)p p C C Fr 1F DLO WIDTH'XX'=DOOR WIDTH/2-11 5/16"
1 1
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DLO HEIGHT=HEIGHT-11 3/8"
-- __ A B DLO WIDTH =WIDTH-3 1/8"
A
X XX
NOTES: -
1.FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10.
2.FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5.
3.SIDE LITES OVERLAP'X'AND'XX'DOORS BY 3/4"WHEN ASSEMBLED TO MAKE'XO','OX','OXO'XXO','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: ('X DOORS=WIDTH-5.646) ('XX'DOOR=DOOR WIDTH/2-4.079) A.LVNN'MILLER,P.E.
P.E.#58705
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VERTICAL VERTICAL
A:LVNN MILLER,P.E.
P.E.#58705
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NOTES ON SHEETS 1&2
66 62 SL SECT. E-E 62 22 FOR APPLICABILITY SL SECT. F-F
HORIZ. (DOOR W/SIDE LITE) HORIZ. (SINGLE SIDE LITE)
A LYNN MILLER,P.E.
P.E.#58105
ITEM DWG POT# DESCRIPTION
1 943B 60411 FRAME HEAD
2 1010 60300 WSTP.,Q-LON.190 X.375 HIGH MOIVCr REVISED,
3 7070 67070K BULB WEATHERSTRIP.187 X.300 HIGH ��„Z M4
Milkthe FTnr
4 955 7955X FUBHBOLT STRIKEPLATE
5 938 793BX 2 PT.LOCK STRO(EPLATE A—pjz—jN-fl�Zd�C zj.1'7
6 958 7956A FRAME HEAD STRIKEPLATE BACKING PLATE SILICONE HOT-MELT BUTYL E811i��fe-"'7T"t"-�.
7 7832X12FPXP #8-32 X.500 PH.FL MS-B.S.W/SILICONE PATCH STRUCTURAL 8�
8 995 70995 GASKET(BETWEEN THRESHOLD&FRAME JAMB SILICONE F!tl�e''r n.�dw.!Gwtret
9 996 70996 GASKET(BETWEEN HEAD&FRAME JAMB) STRUCTURAL 114"NOM. FOAM 3N6"NON.
10 952A 6533016 FILLER HEAD ADAPTER POLYISOBUTYLEN WITH
11 11000 611000M OUTSWING THRESHOLD WITH DESICCANT DESICCANT
12 1670 671670 WSTP,.M RD FOAM FILL TSLOT AMSBURY#32011)
13 11004A 611004M OUTSWING THRESHOLD CHANNEL C)VER EXT.GLASS E)(T.GLASS Y N L1
14 11001A 411001A ACETAL SPACER.065 INHOUSE INJECTION MOLDED) u)
15 11002A 411002A ACETAL SPACER.095(INHOUSE INJECTION MOLDED) ~
16 11003A 411003A ACETAL SPACER.140(INHOUSE INJECTION MOLDED) O O Q
20 915D 60380 FRAME JAMB(OUTSWING)
21 1010 BQ300 WSTP.,O-LON.190 X.375 HIGH - INT.GLASS INT.GLASS 1,O
2216608 66608M REINFORCEMENT 1.000 X2750 X 0.650,6061T5 Of — O
23 1140 78X112PSATS #8 X 1.5W PH SQ A TIS
2411048 71048 JAMB SCREW COVER CAP KODISPACE SUPER o -� rn 1 o
25 9M 41721N STRIKE PLATE INSERT 80 4SG TPS B1 SPACER®NXT�m g
26 1118 710X34PFA #10 X.750 PH.FL SMS
27 7070 67070K BULB WEATHERSTRIP.187 X,300 HIGH LLI J
30 910D 6910 DOOR PANEL TOP&BOTTOM RAIL 0
31 911E 6911 DOOR PANEL SIDE RAIL - O
32 817 7FRMO HINGE EXTRUSION � LL
33 1178 71058FP W,B 010 X.625 PH.FL SMS y .6 O
34 913A 60378M TRUSS CLAMP ALUMINUM u�l
35 1130 6TRODA 5116.18 THREADED ROD REINFORCEMENT POLYISO- DESICCANT FILL AREA ¢ O O
38 990 7B90NUrA 5M6-18 FLANGED HEX NUT BUTYLENE 5/16"NOM. N (n
37 914A 60379M WEATHERSTRIP CHANNEL 5/16"NOM. SEAL
38 7834FPT #8 X.75 PH.FL TEK BUTYL& SILICONE SEAL O Z
39 997 70997 GASKET(BETWEEN PANEL HEAD/SILL&PANEL STOLES) DESICCANT ROLL-FORMED C 2
40 lMn 67924G WSTP.,.187 X.250 HIGH,FINSEAL FOAM STAINLESS STEEL V
41 928 41720 SUDE BOLT ASSY.(INACTIVE PANEL ONLY EXT.GLASS O ~ z
42 1145 76X12FPAW 96 X.500 PH FL SMS TYPE BDS F-
LLI
43 1212 7P30GG SILL DUST PLUG(INACTIVE PNQ EXT.GLASS Lr) LL
44 SKIS 6983 DOOR PANEL ASTRAGAL 1(OUTSWING) O
45 984B 6984 DOOR PANEL ASTRAGAL 2(OUTSWING) I!7 F-
0
46 1213 60200K WSTP.,Q{ON.190 X.200 HIGH 8 O LL-
47 929 74UBLOK LOCK SUPPORT ASSY.(41707&41708) INT.GLASS INT.GLASS Qa F-j 48 1139 7634E #6 X.750 PH.FL SMS LL
49 982 FD2PTAY 2Pt LOCK ABBY. DURASEAL® XL EDGET"'
50 6R1BOF3 RUBBER SLEEVE O O
51 930 41721 STRIKE PL.INSERT(INACTIVE PANEL) SPACER SPACER ^
52 931 7FRSPX DEADBOLT STRIKE PLATE ® pry mN
53 1118 710X34PFA MG X.750 PH FL SMS - e
54 957 70957X HANDLE STRIKE PLATE
55 1118 710X34PFA 010 X.750 PH FL SMS 0r`x4�
60 9200 6B20D SIDEUTE HEADER Part# Description Material =�m•nT
81 921D 6121 SIDEUTE SILL va- 4
92 9168 w361 sIDELrTE JAMB 80 Kommeding 4SG TIPS Spacer System 5 a Y
63 1155 781PQA #8 X 1.000 QUAD PR SMS $� Quanex Super Spacer nXT with Hot Melt Butyl
See this ^o z i
64 99K 79M HEAD GA SKETS(STOCKING#70998)
65 999 7899 SILL GASKETS(STOCKING#70999) 82 Quanex Duraseal Spacer Sheet for
66 934A 61641M SIDEUTE JAMB ADAPTER Materials
67 #12 X 1.000 SHEET METAL SCREW 83 Cardinal&EdgeSpacer •�
70 712653K SETTING BLOCK 3137 X 114'X 1'WIPSA REFERENCE TEST REPORTS:FTL-8717,8968&8970 _
71 71267K ISEITING BLOCK,1116'X 1/2'X 1"WIPSA - .-
72 4222A 64222 BEAD,7/16"
73 988 G988 BEAD,3fB'
92 938 64986 BEAD,INTERIOR
93 1224 6TP247 IBuL9,THICK(USED IN EXTRUDED BEAD)
94 GLADNG SILICONE,DOW 899,983 OR EQUIVALENT
95 GLASS,3I8'LAMI-118'A,.90 PVB 3118'HS
96 GLASS,318'LAMI-118'HS,.90 PVB 3/18'HS
87 GLASS,7116"LAMI-3/18'
98 GLASS,7l16`LAMI-3/16'H3,.90 PVB,3115-HS
102111 41106A ACETAL SPACER.295(INHOUSE INJECTION MOULDED) (TENS#17-19,28,29,5659,68.69.74-79,84-91&99-101 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL.
103 OFF-THE SHELF DEAD BOLT LOCK A.LVNN MILLER,P.E.
P,E.#58705
I � _ 1 C6oUUE r R Es
1.750 1.750- -1.750 n e wBG tk.F7e ►1.750 050 820 uy%ungced
1.4801
AceeRt.aeeNo IL-nA Z 2.rT-
n3ertn�t �cc+e�.r
.250� I�
4.726 37 WEATHER
4.626 4.726 4.726 .062 050 STRIP CHANNEL. cmLL
3.000 6063-T5 Y
4.000 �2 4.100 062 4.100 .062 4.675 �
4.675 4.100 0 O 0.375 0 C U
d
. o o
O DOOR FRAME, 2.j
.125 LU CD2O JAMB 6063T6
DOOR PANEL DOOR PANEL 9 CD,30 TOP&BOTTOM RAIL 31 SIDE RAIL DOOR PANEL DOOR PANEL �
6063-T5 6063-T5 44 INTERIOR ASTRAGAL 45 EXTERIOR ASTRAGAL O HINGE N LL-
6063-T5 6063-T5 32 6063-T5 os a O
1.500 1.578 n
3-3.111 I 1251� �-� F-.558 h- -.525 `j .890�- O U)
1 0 O ..
.750 .050 683 FLE.
s s ``o Z
1.400 I.550 683 .050 { �.172 U) Z
.050� .050 W
TRUSS CLAMP 3/8"GLAZING BEAD 7/16"GLAZING BEAD 3.000. 683 O CDO FILLER HEAD ADAPTER 34 6063-TS 73 6063 T5 72 6063-TS $Q
1 6063-T6
--3.100 � �1 1.092 $ S J LL
�3.000--�{ T
I# s W �Q �
LIG GLAZING BEAD � A
T 1.479 62 SL JAMB 74 6063-T5
i 6063-T6
® pN mN
1.272 1.479 a
�n a
.504--►� �� 9�X�
1130 rl 360 U m y
O50 5.459 .075 5.212 055�II� k'
00 0
O 1 FRAMEHEAD 6:085 .075 13 OUTSWING THRESHOLD oz z 9
4.586 CHANNEL COVER ca
6063-T6
050 2.980 r--2.750-�
.0799 .750
.4 :1
89 O50 1.00
�0
-3.000---�I F� 3.100--�I
OUTSWING THRESHOLD SL JAMB .650
11 6063-T6 60 SL HEADER SL SILL 66 ADAPTER TUBE MULL
O 6063-T6 61 6063-T6 O 6063-T6 22 6063-T5
A.LYNN FALLER,P.E.
RE.q 58705
HEAD y� HEAD HEAD HEAD HEAD HEAD
ZONE"C"� I ZONE"D" ZONE"D"--t ZONE"E"—f ZONE"D"—TZONE"E'-1
PRODUCf REVISED
n"Plyin-hk lk Floddk
fsw6.g Coda
�- Ataegpwn No l6-6j25.1—'
. EspinUse D�tc -•�
x=MINIMUM JAMB ANCHOR
LOCATION.
m m ¢ ro
z X z z XX z z O z z XO OR OX z -=ADDITIONAL JAMB N LL
N N N N N N N N ANCHOR LOCATION, U) 4
m m m m m m m m EQUALLY SPACED AS p ~
REQUIRED PER TABLES Q
3-7 ON SHEET 9. O $ CD
O
g ' U =o
w
F- p�
__N
SILL SILL --4— SILL _ SILL SILL � SILL U Q 3 F
ZONE"C" ZONE"D" ZONE"D" ZONE'E" ZONE"D" ZONE"E" Z cl) L
SEE TABLE 3.,SHT.9 SEE TABLE 4.,SHT.9 SEE TABLE 5.,SHT.9 SEE TABLE 6.,SHT.9 O -a O
HEAD HEAD HEAD HEAD HEAD HEAD HEAD HEAD HEAD HEAD EXAMPLE
rZONE ZONE ZONE ZONE
„E„ ZONE"F"� "E"ZONE rZONE"D" ZONE"F'� „E" "E„ ZONE"F" ZONE"F"� "E" 1 ANCHORAGE SOLUTION. = w
FOR A CONCRETE L" v Z
Ul
OXXO INSTALLATION LU
w
A.19"x 83 3/4"SIDE LITES"B"AND 00 LL _o
in Q So m m "E"ZONE ANCHORS FROM
w w TABLE 7,SHEET 9. $ U $LL
N OXO N N XXO OR OXX N N OXXO N PLUS; �Q F Q p
m m m m m m
¢ ¢ B.71 3/4"x 83 3/4"XX DOOR ZONE m
"F"ANCHORS FROM TABLE 4, ® o cni m N N
SHEET 9,EACH"F"ZONE.
off^
SEE ENCIRCLED VALUES,SHEET 9 _.m y a
— o� -0
SOLUTION: 3�R 0
ax
TOTALS(4)TYPE 1 OR 2 ANCHORS 8z z
SILLSILLII ISILL _ U
�ZONE� SILL SIH�ZOINLLE� ZONE D" ZONE' E- ZONE {--ZONE"F" ZONE"F.4ZONE� EACH
1 OR 2 AND
AT HEAD
"E„ ZONE"F" E E "E" "E" AND AT SILL.
SEE TABLE 7.,SHT.9 SEE TABLE 7.,SHT.9 SEE TABLE 7,SHT.9 '
EXAMPLE OF ANCHORAGE FOR A 71 3/4"x 83 3/4"'XK DOOR, =ANCHOR LOCATION FOR
WITH 19"x 83 314"SIDE LITES(SEE SOLUTION AT RIGHT) EXAMPLE ABOVE
NOTES:
1.APPROVED ANCHOR TYPES ARE: 1.1/4"ELCO TAPCONS 2.1/4"ELCO SS4 CRETE-FLEX MASONRY ANCHORS 3.#12 SCREWS 6 I
2.ANCHOR 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
JAMBS(ALL):131/4"MAX.FROM CORNERS AND 231/8"MAX.O.C.
HEAD&SILL OF DOORS:6"MAX.FROM CORNERS,9"MAX.FROM ASTRAGAL CENTERS AND 20 7/8"MAX.O.C.
HEAD&SILL OF SIDE LITES:6"MAX.FROM CORNERS AND 24 3/4"MAX.O.C.
n�vNN raiiLEa,P.E.
REM 58705
3.TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9.
TABLE 3.X DOORS TABLE 4.XX DOORS TABLE 6.O SIDE LITE TABLE 6.XO&OX TABLE 7.OXO,XXO,OXX APPROVED ANCHOR TYPES:
(ALSO X DOOR OF XO& &O O rROnDa r sEVmEl)
1.114"ELCO TAPCONS °��*4 with flue Fkdit
GLASS TYPES A,B.C.D.E GLASS TYPES A,B,C,D.E GLASS TYPES A.B.C.D,E GLASS TYPES A.B.C,D,E GLASS TYPES A,B.C.D.E Iwdi"B P.ed�
ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE 2.1/4"ELCO SS4 CRETE-FLEX Ea��No ti Z '17
8 SUBSTRATE 2,3,WOOD 1,2,CONC 8 SUBSTRATE 2,3,WOOD 1,2,CONC 8 SUBSTRATE 2,3,WOOD 1,2,CONC 8 SUBSTRATE 2,3,WOOD 1,2,CONC 8 SUBSTRATE 2,3.WOOD 1,2,CONIC la�k�1?rtc to
MASONRY ANCHORS
DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOADZONES WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD LANES
w w 3.#12 SCREWS(135)
'X'-25.50 v w "X)C'-47.75 m w "0"-10.75 'X'-25.50 "9'-25.50
TO 37.50 TO 71.75 ? TO 36.75 TO 37.50 TO 37.50 LL LL
b ;4 A b - 4.ENCIRCLED ANCHOR
w w w a w b w w =1QUANTITIES IN TABLES 4 `' fV LL.
-47.75 to m Y Y-
_ J _ �_ m ! 3 - 3 AND 7 PERTAIN TO THE
�Ja= am oa m m ¢ m ¢ TO 71.75 coNNwam gw m8t-31-m col- y y N r� ¢ 'tr F z
m a `o m m d m ¢-a-g m o m m 8 o m m o o m m o +l� m d = EXAMPLE ANCHORAGE ?> O U
Q w w a¢ w w a -a, =C=�+¢ _ i 3 ¢ w ' SIDE ¢ w ¢ w ' SIDE w ¢ w SOLUTION ON SHEET 8. .0 d• Q
x x x s- m w-; w x x Lf7E x x x x LITE _ _ (n a O fn IL
WIDTH x Hr. x x X 3 xLo
x x 3 WIDTH x HT. ' X a x=X < N WIDTH x HT. o 0 0 o WIDTH x Hr. o o X X o o x x WIDTH x HT. o o X o o x p �_
25.50 x 79.75 5 2 7 4 2 3 47.75 x 79.75 4 3 6 4 2 3 10.75 x 79.75 4 1 4 1 10.75 x 79.75 4 2 4 2 F 10.75 x 79.75 4 2 4 2 E m O
83.75 5 2 7 4 2 3 83.75 5 4 7 4 2 3 83.75 4 1 4 1 83.75 4 2 4 2 83.75 4 2 4 2 �@ H LULL
87.75 5 2 7. 4 2 3 87.75 5 4 7 4 2 3 87.75 4 1 4 1 87.75 4 2 tY 4 2 87.75 4 2 4 2 p W 1-
91.75 5 2 7 4 2 3 91.75 5 4 7 4, 2 3 91.75 4 1 4 1 91.75 4 2 0 4 2 o 91.75 4 2 `3 4 2 $` Z J g
W O
95.75 6 2 7 4 2 3 95.75 5 4 7 4 2 3 95.75 4 1 4 1 95.76 4 2 4 2 � 95.75 4 2 p 4 2 p N 0 0-
27.50 x 79.75 5 2 7 4 2 3 51.75 x 79.75 5 4 7 4 2 3 12.75 x 79.75 4 2 4 2 12.75 x 79.75 4 2 4 2 ,Oi 12.75 x 79.75 4 2 g 4 2 p Q LL
83,75 5 2 7 14121 3 83.75 5 4 7 4 2 3 B3.75 4 2 4 2 83.75 4 2 4 2 "4 83.75 4 2 ' 4 2 °`'s g 0
87.75 5 2 7 4 2 3 87.75 5 4 7 4 2 3 87.75 4 2 4 2 87.75 4 2 m 4 2 m 87,75 4 2 Q 4 2 a O �^O
91.75 6 2 7 4 2 5 91.75 5 4 7 4 2 3 91.75 4 2 4 2 91.75 4 2 F 4 2 F 91.75 4 2 4 2 Q fn
95.75 6 2 7 4 2 5 95.75 6 4 7 4 3 5 95.75 4 2 4 2 95.75 4 2 4 2 0 95.75 4 2 Q 4 2 Q °.� I- E Z
29.50 x 79.75 5 2 8 4 2 3 55.75 x 79.75 5 4 7 4 2 3 19.00 x 79.75 4 2 4 2 19.00 x 79.75 4 3 LL 4 2 LL 19.00 x 79.75 4 3 Ir_ 4 2 u, a Z U y 7
53.75 5 2 8 4 2 3 83.75 5 4 7 4 2 3 83.75 4 2 4 2 83.75 4 3 W 4 2 w 83.75 4 3 W 4 2 W � Z
87.75 6 2 8 4 2 5 87.75 5 4 7 4 2 3 87.75 4 2 4 2' 87.75 4 3 F 4 2 F 87.75 4 3 4 2 p d W r
91.75 6 2 8 4 2 5 91.75 6 4 7 4 3 5 91.75 4 2 4 2 91.75 4 3 Q 4 2 a 91.75 4 3 = 4 2 = O LPL _O
95.75 6 2 8 4 2 5 95.75 6 4 8 4 3 5 95.75 4 2 4 2 95.75 4 3 4 2 95.75 4 3 0 4 2 Q g _ p
31.50 x 79.75 5121 8 .4,2 3 69.75 x 79.75 5 5 8 4 2 3 21.75 x 79.75 4 2 4 2 21.75 x 79.7 4 3 o 4 2 o 21.75 x 79.75 4 3 4 2 8 Z J W
83.75 6 2 8 4 2 5 83.75 5 5 8 4 2 3 83.75 4 2 4 2 83.7 4 3 = 4 2 x 83.75 4 3 0 4 2 � Q Q
87.75 6 2 8 4 2 5 87.75 6 5 8 4 3 5 87.75 4 2 4 2 87.75 4 3 w 4 2 w 87.75 4 3 4 4 2 4
91.75 6 2 8 4 2 5 91.75 6 5 8 4 3 5 91.75 5 2 4 2 91.75 5 3 Z 4 2 j 91.75 5 3 p 4 2 p m
95.75 7 2 10 4 2 5 95.75 6 5 B 4 3 5 95.75 5 2 4 2 95.75 5 3 'u 4 2 95.75 5 3 W 4 2 w ® rr p• ^ w
O LVmN W
tV?
33.50 x 79.75 6 3 8 413 3 63.75 x 79.75 5 5 8 4 2 3 27.75 x 79.75 5 2 4 2 27.75 x 79.75 5 3 y 4 2 y 27.75 x 79.75 5 3 m 4 2 m
83.75 6 3 8 4 3 5 B3.75 6 5 8 4 3 5 83.75 5 2 4 2 83.75 5 3 = 4 2 = 83.75 5 3 F 4 2 h z o
87.75 6 3 8 4 3 5 87.75 6 5 8 4 3 5 87.75 5 2 4 2 87.75 5 3 4 2 87.75 5 3 p 4 2 0 w o N a
91.75 7 3 10 4 3 5 91.75 8 5 8 4 3 5 91.75 6 2 4 2 91.75 6 3 to 4 3 w 91.T5 6 3 LL 4 3 LL i n Y o
95.75 7 3 10 4 3 5 95.75 7 6 10 4 3 5 95.75 6 2 4 2 95.7516131m 4 3 m 95.75 6 3 W 4 3 W o z z
35.50 x 79.75 6 3 8 141.3 5 67.75 x 79.75 6 5 8 4 3 5 36.13 x 79.75 6 3 4 3 36.13 x 79.75 6 4 4 3 36.13 x 79.75 6 4 E 4 3 m
83.75 6 3 8 4 3 5 63.75 6 5 8 4 3 5 63.75 6 3 4 3 83.75 6 4 0 4 3 p 83.75 6 4 Q 4 3 Q
87.75 6 3 8 4 3 5 87.75 6 5 8 4 3 5 87.75 7 3 4 3 87.75 7 5 uu.. 4 3 LL 87.75 7 5 4 3
91.75 7 3 10 4 3 5 91.75 7 6 10 4 3 5 91.75 7 3 4 3 91.75 7 5 00 4 3 p 91.75 7 5 K 4 3 K
95.75 7 3 10 4 3 5 95.75 7 6 10 4 3 5 95.75 7 3 4 3 95.75 7 5 0 4 3 V 95.75 7 5 = 4 3 =
37.50 x 79.75 6 3 8 4 3 5 71.75 x 79.75 6 5 B 4 3 5 36.75 x 79.75 6 3 4 3 36.75 x 79.75 6 4 ¢ 4 3 Q 36.75 x 79.75 6 4 z 4 3 z
83.75 6 3 8 4 3 5 83.75 6 5 9 4 3 5 83.75 6 3 4 3 83.75 6 4 4 3 m 83.75 6 4 w 4 3 W ONar87.75 7 3 10 4 3 5 87.75 6 5 9 4 3 5 87.75 7 3 4 3 87.75 7 5 4 3 87.75 7 5 4 3 7
91.75 7 3 10 4 3 5 91.75 7 6 10 4 3 5 91.75 7 3 4 3 91.75 7 5 y 4 3 y 91.75 7 5 4 3
95.75 7 3 10 4 3 5 95.75 7 6 10 4 3 5 95.75 7 3 4 3 95.75 7 5 4 3 95.75 7 5 4 3
A.LYNN MILLER,RE
P.E.#58705
2X WOOD 3/4" 13/4" 2X WOOD KSI MIN CONC 1314" 1 13/4'MIN.E.D.
BUCK,NOTE 2 __jMiN E.D. BUCK,NOTE 2 3.4? *'__1 I ... 0�MIIN E.D. - PRODUCrREVISED
3.4 KSI MIN.CONC. 1 X WOOD BUCK,NOTE 2
•
M",r
0 mptylog%fib the norida.
13/8"TYPE I
8"TYPE 1 1 3/4"TYPE 2
131
1XWOOD
Aecrpmm No U-6 12'1-1
13/4"TYPE 2
BUCK NOTE 2 13/8"MIN. E.pirsolm Dal
MIN. N LL.: �
13/8" 3
CONC.
ANCI
0_H
' '8"' M
114"MAX.
1/4"MAX.
SHIM 1/4"MAX. 1'14"MAX. SHIM
WOOD EXT_ SHIM SHIM CONC.
ANCHOR CONC. EXT. WOOD EXT. ANCHOR, LL
00
EXT_ TYPE 2 OR 3, ANCHOR, ANCHOR
y NOTE 1
NOTE I NOTE 1 TYPE 2 OR 3, U)
1 1/4"TYPE I OR 2(CMU) IfNNOTE 1
DOOR HEAD(WOOD) DOOR HEAD(CONC)
1318-TYPE 1(CONC) SIDE LITE HEAD(WOOD) SIDE LITE HEAD(CONG) 05
1 318" 1/4"MAX. 1314-TYPE 2.(CONC) (CMU) 0 L6
1/1v1 SHIM MIN. 1 1/4"TYPE 1 OR 2(C 5 CD
SHIM _T 1/4"MAX.SHIMi 1/4"MAX.SHIM 13/8'TYPE 1(CONC) c6 c�
13/8'MIN. Lu
-13/4'MIN.E.D. 13/4"TYPE 2(CONC) Ar
1 3W' F_
WOOD MAI CONC.
N.E.D.
ANCHOR ANCHOR,
uj c)
ON CONC NOTE 1 • 0
STAGGERED ANCHOR
1.5KSI MIN CMU OR 55 LL
CENTERS.- ON Z �_WOOD 3.4 KSI MIN'-CONC. 6 0
TYPE STAGGEREDO
ANCHOR, 13/4"MIN.E.D. U)
2 OR 3, CENTERS • *"-;314-MIN.E.D. TYPE _j 0
NOTE 1 NOTE 2 OR 3, U)
1N EXT.
I'-
2X WOOD EXT. WOOD BUCK 2X WOOD E NOTE MAX.4 -1.5 KSI MIN.CMU OR
BUCK,NOTE 2 NOTE2 3.4 KSI MIN.CONC. BUCK,NOTE 2 IX WOOD BUCK,NOTE EXT. z
DOOR JAMB(WOOD) DOOR JAMB(CONC) SIDE LITE JAMB(WOOD) SIDE LITE JAMB(CONC) uj
CD z
w
WOOD ANCHOR TYPE 2 CONC.ANCHOR, M —
,NOTE1 El LL
WOOD ANCHOR,TYPE 2 OR 3 N CONC.ANCHOR,NOTE 1 1XWOOD 2
EXT.
BUCK,NOTE 2 LL
EXT. NOTE3 I/,�'MAX. z f
EXT. 1/4"MAX. 1/4"MAX. 11,V'MAX. < A
SHIM SHIM ZSHIM
OR 3 NOTEEXT T
OTBL \/_
Lo
1 3/8"TYPE I
3 13/8"MIN. 1 3/4"TYPE 2 1 3/8'MIN. 318-TYPE
r!
3.4 KSI MIN I .. , . .. . . 3/4"TYPE 2
1 3/4" .4 KSI MIN.CONC. CONC'
IN.E.D. • 6m
2X WOOD BUCK NOTE 2 _—LI 2X WOOD BUCK,NOTE 2 1 14" nz a:o 0
DOOR SILL(WOOD) DOOR SILL(CONC) MIN.E.D. y
SIDE LITE SILL(WOOD)
SIDE LITE SILL(CONC)
NOTES:
1.FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4"TAPCONS EMBEDDED 13/8"MIN.(TYPE 1) OR 1/4'SS4
CRETE-FLEX EMBEDDED 1 3/4"MIN.(TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1314". FOR WOOD INSTALLATIONS USE
#12 SCREWS.G5(TYPE 3)OR ELCO 114-SS4 CRETE-FLEX ANCHORS EMBEDDED 1 3/8'MIN.(TYPE 2).
2.WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2"THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS
DEPICTED AS 2x ARE 1 1/2'THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE
AUTHORITY HAVING JURISDICTION(AHJ).
3.IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED,NONSHRINK,NON-METALLIC 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.
A.LYNNJALLER,P.E.
P.E:A 5 HL-._�