HomeMy WebLinkAboutNotice of Acceptance (8) MIAMI-DADS �-�� �, MIAMI-DADE.COUNTY
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. I j s PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) I Miami,Florida 33I75-2474
BOARD AND CODE ADMINISTRATION DIVISION T(780 315-2590 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&!Sideltes,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"11S glass at interior side.
3. 'A"Elco'Ultracon(former Tapcon)to be 4"OC into Conc. and 6"into CMU(jambs).
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 renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
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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 ito 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 theuser 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 I. Chanda,P.E.
NOA No.16-0629.17
rsiarti oaoe Como Expiration Date: October 18,2017
Approval Date: July 21,2016
A\ Page 1
SHOP DRAWING REVIEW
NO EXCEPTIONS TAKEN (Xj
MAXE CORT'I CTIONS NOTED
n'- ICE TE
C.,H i,'INIG IS I
IPa�'�IFihriATll`)P•I G!VFa - _ i-
IP/iGTOR
FP':'f D AND CORP.ELATrri AT "rE lOL' S; E; ECr, .,\F(;-' f,TION
THAT PERTAINS SOLELY TO THE FABRICATION PROCESSES OR TO
TECHNIQUES OF CONSTRUCTION; AND FOR COORDINATION Q'
THE WORK OF ALL TRADES.
��EI!lU OLL-)ARCHITECTURE, INC.
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PGT Industries,Inc.
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NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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A. DRAWINGS
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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, TAN 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 201-941
3) Cyclic Wind Pressure Loading per FBC,TAS 203-94
Along with marked—up drawings and installation diagram of fixed sidelite (6)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) i.
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 201-941
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 out swing 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 05/221/15 complying with FBC-
214 (5a`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).
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Ishaq I.Chanda,P.E.
uct Control Examiner
A No.16-0629.17
fxpiaD�1. to
;0yr 8,2017
ApproV 1,2016
E-1
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PGT Industries,Inc. f
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NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
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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",iexpirMg on 05/21/16.
F. STATEMENTS(Submitted under file 015-0528.24)
1. Statement letter of conformance to FBC 2014(5t'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.
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haq I.Chanda,P.E.
Product Control Examiner '
NOA No. 16-0629.17
Expiration Date: October 18,2017
Approval Date: July 21,2016
E-2
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STANDARDS USED:
NOTES: OUTSWING IMPACT FRENCH DOOR(S)AND SIDE LITE(S) •2014 FLORIDA BUILDING CODE(FBC),5THEDITION
•ASTM E1300-09
•ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION /RQDUC f REVWD
1.GLAZING OPTIONS: -ALUMINUM DESIGN MANUAL,ADM-2010 i i w•Fb"
A.3/8"LAMI NOM.(.402")CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR •AISI-S100.07/S2-2010 "��ii ���ec z9•/7
SAFLEX/KEEPSAFE MAXIMUM PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. Nt- T7 ,5o17
B.3/8"LAM]NOM.(.402")CONSISTING OF(1)LITE OF 1/8"HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE R
MAXIMUM PLUS(1)LITE.OF 3/16"HEAT STRENGTHENED GLASS. �p�eefCwnd
C.7/16"LAM[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 SAFLEX/KEEPSAFE CN ILL.
MAXIMUM PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. Y s
E.13/16"LAM[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 F-
INTERLAYER OF DUPONT BUTACITE PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. O 4 Q
2.DESIGN PRESSURES:SEE TABLES 1 AND 2 ON SHEET 2. TOPIC SHEET 07
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. GENERAL NOTES............ 1 910
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. CONFIGURATIONS...........1 of E — .o
3.CONFIGURATIONS:X,O,XX,XO,OX,XXO,OXX,OXO,AND OXXO. GLAZING DETAILS........... 1 g L a
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4.ANCHORAGE:THE 331/3%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 U) J
REQUIREMENTS SEE SHEETS 8 THROUGH 10. VERT.SECTIONS.............4 = J 111
5.SHUTTERS ARE NOT REQUIRED. HORIZ.SECTIONS........... 5 o Q 0
6.SEALANT:INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. PARTS LIST...................... 6 N W U) O
7.REFERENCES: EXTRUSIONS................... 6.7 w L
TEST REPORTS FTL=4964,5212&6864;ELCO ULTRACON NOA'S:;ANSVAF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM ANCHORAGE....................8-10 a 0 0 �-
DESIGN MANUAL. rn Z �
8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY z °„ O
HURRICANE ZONE(HVHZ). GLASS ABBREVIATIONS = 0 s Z
9.CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: AN.=ANNEALED 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 W
TABLE 1.,SHT.2.REFER TO TABLE 2,SHT.2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. LO Q _O
93 93 91 o $ x� j $o
LL z ]A:;,10 FQ
30 30 30
80-83
1/2"GLASS BITE — 73 -- —-- -1l2"GLASS BITE -- —74— — 1/2"-GLASS BITE - - — - Od-X�
Surg —
EXTERIOR EXTERIOR EXTERIOR U O o 0
a 94 a 94 a 94 paxaz
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1/8"AN.OR 3116"AN.OR 1/4"AIRSPACE 3/16"HS.
HS.GLASS HS.GLASS III ,
3-16°HS. 3116"HS. GLASS
- - .090 PVB INTERLAYER GLASS --` — - ---090 PVB-INTERLAYER '- - GLASS--- _3/16"TP.GLASS ___ __ __ _ >��NV LYFIN
(DUPONT BUTACITE OR (DUPONT BUTACITE OR
SAFLEXIKEEPSAFE SAFLFX/KEEPSAFE 090 PVB INTERLAYER 4
MAXIMUM) MAXIMUM) (DUPONT BUTACITE) yc Mo.58705
3/8"NOM. 7/16"NOM. 13/16"NOM.
GLASS STACK GLASS STACK GLASS
STACK '.. Si Ai =J�
3/8"LAMI NOM. 7/16" LAMI NOM. 13/16"LAMI IG NOM.
GLAZING OPTION A ORB NOTE 1 GLAZING OPTION C OR D, NOTE 1 GLAZING OPTION E, NOTE 1 '�r`;s/Ors,^.L�;•''
' l�.'LhMN MILLW P.E.
P.Ep 68705
TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS
APPROVED CONFIGURATIONS:X,XX,O,OX,XO,OXO,XXO,OXX&OXXO NOTES: Prionucraev.
FOR DOORS W/SIDE LITES THE ) 1.GLASS TYPES:
LOWER DP FOR THE.DOOR OR SIDE LITE PREVAILS � wN►the aeFl, a
( kaormee No 16'o6zy.l�
REINFORCEMENT IS REQUIRED AT DOOR&SIDE LITE CONNECTIONS A.31W LAMI(1/8"A,.090 PVB,3/16"HS) a 11
B.3/8"LAMI(1/8"HS,.090 PVB,3/16"HS)
DOORS WITH GLASS TYPES A,B,C,D OR E C.7/16"LAMI(3/16"A,.090 PVB,3/16"HS) ) ,eau\iey
HEIGHT D.7/16"LAMI(3/16"HS,.090 PVB,3116"HS)
8 ° ° E.13/16"LAMI IG(3/16"TP,1/4"AIRSPACE,1/8"HS,.090 PVB,3/16"HS)
X WIDTH XX WIDTH 6 -79 3/4" 7 -83 3/4" 87 3/4" 91 3/4" 8 -95 3/4"
30 37 1/2" 6° 71 3/4, +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. -04 u
MAX.OXIXO WIDTH = 73 112" V H
O WIDTH SINGLE SIDE LITES WITH GLASS TYPE A MAX.OXO WIDTH=1091/2" v Q
27 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 MAX*XXO/OXX WIDTH=107 314" co o o_
MAX.OXXO WIDTH=1433/4" O
36 1/8" +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +64.2 -64.2 , 0 o
3.SINGLE DOORS 33 5/8"WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 64 1/8" (n 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 T
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. Lu
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TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR/SIDE LITES ONLY 5.EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: ca 'O
APPROVED CONFIGURATIONS:OX,XO,OXO,)XO,OXX&OXXO EX.A FROM TABLE 1. U) O
(THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) OXO WITH GLASS TYPE A o LLI O
REINFORCEMENT IS NOT REQUIRED AT DOOR&SIDE LITE CONNECTION 30"WIDE x 90"HIGH SINGLE DOOR WITH 29"SIDE LITES s z
GLASS TYPES A,B,C,D ORE DESIGN PRESSURE=+67.6! 67.6 PSF � U
HEIGHT EX.B FROM TABLE 1. of La
OXXO WITH GLASS TYPE A D- C
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 11.2.SIDE LITES z L'-
20 25 1/2" 4° 47 3/4" +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 DESIGN PRESSURE=+70.41-70.4 PSF ? p
H
27 1/2" 51.3/4" EX.C FROM TABLE 2. LU+54.9 -54.9 +51.8 -51.8 +49.0 �49.0 +46.5 -46.5 +44.3 -44.3 a
OXO WITH GLASS TYPE C
29 1/2" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 30'WIDE x 87 3/4"HIGH SINGLE DOOR WITH 26"SIDE LITES
26 31 1/2" 50 59 3/4" +49.0 -49.0 +46.2 46.2 +43.6 743.6 +41.4 -41.4 +39.3 -39.3 DESIGN PRESSURE_+43.6/43.6 PSF ® a a
- 28-33-1/2" e-63-3/4" +431 -43.1 +43A -43..1 -+41.5 -41.5=-+39.3 -39.3 -+37.3 --37.3 EX.D FROM TABLE 2. _ - -
OXXO WITH GLASS TYPE C o X -
35 1/2" 6731411 +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 =Li s•N a
DESIGN PRESSURE=+43.1/-43.1 PSF o 0 0
30 371/2" 60 7131411 +34.0 -34.0 +34.0 -34.0 +34.0 -34.D +34.0 -34.0 +34.0 -34.0 o do
O WIDTH GLASS TYPES A,B,C,D OR E 6.FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1,WHICH �= Z w
REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE
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
-- - - - -
- - -DETAIL-:- --- - - ---- - --- •, .:: ..
12 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0
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
27 314" +52.9 -52.9 +49.9 -49.9 +47.2 -47.2 +44.7 -44.7 +42.6 42.6
36 1/8" +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 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34-0
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MAX. 36 314"
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MAX. DLO(TYP) 33 5!8"MAX.
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---- - - - - �- O � - -- -//�-- -- --- � - -- - -- -- - ---- ----- - --- -- - - �
MAX.
TYP. DLO =0g'L;
(TYP.) DOOR oy,oao 0
40" DLO HEIGHT =HEIGHT-11 3l8"
DLO WIDTH'X' =DOOR WIDTH-12 15116" 112E z
(TYP-)0� Ip Ct J C Fr �F DLO WIDTH'XX'=DOOR WIDTH/2-11 5116"
X
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DLO HEIGHT=HEIGHT-11 3/8"
A- X - A� � 41 B '0
DLOWIDTH =WIDTH-31/8"
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')'AND')O'DOORS BY 3/4"WHEN ASSEMBLED TO MAKE'XO','OX','OXO''XXO','OX('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.LYRWMILLER,P.E.
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22 NOTES ON SHEETS 1&2
66 62 SL SECT. E-E 62 FOR APPLICABILITY SL SECT. F-F
HORIZ. (DOOR W/SIDE LITE) HORIZ. (SINGLE SIDE LITE)
A LYNN MILLER.P.E.
P.E.058705
ITEM DWG11 PGT# DESCRIPTION
1 943B 60411 FRAME HEAD MLUDUCf REVISED,
2 1010 603W WSTP.,Q-LON.180%.375 HIGH
3 7070 87070K BULB WEATHERSTRIP.187 X.300 HIGH ����g wit►11te Fmdd�
4 955 7955X FLUSHBOLT STRIKEPLATE
AmpttKe No fC
5 938 793BX 2 PT.LOCK STRIKEPLATE �^AL29•(-�
6 956 7956A FRAME HEAD STRIKEPLATE BACKING PLATE SILICONE HOT-MELT BUTYL EMkrtr�h-'--TT"T"-I
7 7832X12FPXP #8.12 X.500 PH.FL MS-S.S.W/SILICONE PATCH STRUCTURAL 6�
8 995 70995 GASKET(BETWEEN THRESHOLD&FRAME JAMB SILICONE hn" r,�w.tCmtn�
9 1990 70996 GASKET BETWEEN HEAD&FRAME JAMB) STRUCTURAL 1/4"NOM, FOAM 3/16"NOM.
10 952A 6533010 FILLER HEAD ADAPTER POLYISOBUTYLEN WITH
11 11000 611000M OUTSWING THRESHOLD WITH DESICCANT DESICCANT
12 1670 671670 WSTP,.350 RD FOAM FILL TSLOT(AMSBURY03201I
13 t1004A 611004M OUTSWING THRESHOLD CHANNEL COVER EXT.GLASS EXT.GLASS 'Y C4 LL
14 110OIA 411001A ACETAL SPACER.065 INHOUSE INJECTION MOLDED) U)
15 11002A 411002A ACETAL SPACER.0951NHOUSE INJECTION MOLDED) O V
16 11003A 41ID03A 1ACETAL SPACER.140(INHOUSE INJECTION MOLDED)
20 9150 60380 1FRAME JAMB(OUTSWING) O d
21 1010 SQ300 WSTP.,Q•LON.190%.375 HIGH INT.GLASS INT.GLASS �.O S
22 16M 666DSM REINFORCEMENT,1.000XZ750X0.M,6081-T5 — O
23 1140 M112PSATS #8 X 1.500 PH SQ A TIS
za 1048 71ON JAMB SCREW COVER CAP KIDDISPACE B7 SUPER -� W �
25 930 41721N STRIKE PLATE INSERT O 4SG TPS O SPACER®NXTTN H g
26 111E 710X34PFA #10 X.750 PH.FL SMS
27 7070 67070K BULB WEATHERSTRIP.187%.300 HIGH J
30 910D 6910 DOOR PANEL,TOP&BOTTOM RAIL - 0 O
3I 911E 6911 DOOR PANEL-SIDE RAIL
32 917 7FRMO HINGE EXTRUSION LL
33 1178 710WFP W,B #10 X.625 PH.FL SMS ALUMINUM t O
34 913A SM76M TRUSS CLAMP
35 1130 6TRODA 5116.18 THREADED ROD REINFORCEMENT pOLYIS0.f
NT FILL AREA nQ. 0
36 990 7990NUTA WIG-18 FLANGED HEX NUT BUTYLENE5116"NOM. rn (n
37 914A 60379M WEATHERSTRIP CHANNEL 5/16"NOM. SEAL Q
38 7834FPT #8 X.75 PH.FL TEK BUTYL& LICONE SEAL o Z
39 997 70997 GASKET(BETWEEN PANEL HEADISILL&PANEL STILES DESICCANT ROLL-FORMED a _
40 1023 67924G WSTP.,.187 X.250 HIGH,FINSFAL FOAM STAINLESS STEEL Z
41 1128 4172D SLIDE SOLTASSY.(INACTIVE PANEL ONLYco
42 7145 7W2FPAW 96 X.500 PH FL SMS TYPE BIDS - DR.GLASS U) �
43 1212 7P3DGG SILL OUST PLUG INACTIVE PNL) EXT.GLASS
44 983B 6983 DOOR PANEL ASTRAGAL 1(OUTSWING) O
45 We 6984 DOOR PANEL ASTRAGAL (OUTSWING) LO
46 1213 60200K WSTP.,Q-LON.190X.200HIGH 8 LL
47 929 74UBLOK LOCK SUPPORT ABBY.(41707&41708) INT.GLASS g
48 1139 7634E #8 X.750 PH.FL SMS .GLASS K Q
49 982 FD2PTAY 2 PT.LOCK ASSY. DURASEAL® XL EDGETM
50 6R180F3 RUBBER SLEEVE O O
51 930 41721 STRIKE PL INSERT(INACTIVE PANEL) - SPACER SPACER
52 931 7FRSPX DEADBOLT8TR00E PLATE ® oN
53 1118 710)04PFA 010 X.750 PH FL SMS — - 1t
---- --54-957--70957X HANDLE STRIKE PLATE
55 ilia 71OX34PFA 010X.750PHFLSMS p�x�
80 9211D 6920D SIDEUTE HEADER
61 sztD fiszt SIDEUTE PaA# Description Material �o'yP O
62 MEB 60361 SIDEUTE JAMB 4
80 Kommeding 4SG TPS Spacer System d x
63 1155 781PQA #8 X 1.OD0 QUAD PN.SMS See this n z z
64 Im 7998 HEAD GASKETS(STOCKING#70898) 81 Quanex Super Spacer nXT With Hot Melt Butyl o
65 999 7999 SfiLL GASKETS(STOCKING 070999) 82 Quanex DUtaseal Spacer Sheet for!fe 934A 61641M SIDEUTE JAMB ADAPTER Materials
_B7- #12 X1.000 SHEET-METAL SCREW -___ ____ ___.__ ._____—_83_Cardlnal.XLEdge$pacef _
70 712653K SETTIING BLOCK 3137 X 114'X 1'WIPSA REFERENCE TEST REPORTS:FTL-8717,8968&8970
71 71267K SETTING BLOCK,1116'X 1/2"X 1"WIPSA .. .-
72 4222A 64222 BEAD,7f1B'
73 888 698a BEAD,318' .. ..
92 988 64986 BEAD,INTERIOR -
93 1224 6TP247 BULB,THICK(USED IN EXTRUDED BEAD)
94 GLAZING 91lJCONE,DOW 899,S830R EQUNALEN'r
95 GLASS,318'LAMI-118'A,.90 PVB,3V18'HS .
D6 GLASS,3V8'LAMI-1IB'HS,.9D PVB 3116'HS
97 GLASS,7116-LAM]-3116'A,.90 PVB,3116'HS
96 GLA33,7V76"LAM'-3116'HS,.90 PVB,3V76'HS
102 11008A 41108A ACETAL SPACER.285 QNLiOU$E INJECTION MOULDED) ITEMS tf 17-19.28,29,56-59,68,69,74-79.84-91&99-101 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL A.LYNN MILLF3i,P.E.
103 OFF THE SHELF DEAD BOLT LOCK
P.E.#68705
1.750 1.750- 1.750 co ftw"Evlsim por".
1.750 '
�
050 1.620 im"Rage%.&1.480 �{ ACtt?M eNo IL_n6Z5.t
6
11�E.dd[kMr oe{C+np.�l
.250
4.726 37 WEATHER
4.626 4.726 4.726 .062 3.000 O50 STRIP
T5 CHANNEL Y r LL
4.000 �2 4.100 .062 4.100 .062 4.675 0.375 � T
4.675 U
4.100 -�Oo
ODOOR FRAME, 2.125 .125 LU a CD
20 JAMB ~ ;
6063-T6 J o
DOOR PANEL DOOR PANEL p o
30 TOP&BOTTOM RAIL 31 SIDE RAIL DOOR PANEL DOOR PANEL
6063 T5 6063-T5 44 INTERIOR ASTRAGAL 45 EXTERIOR ASTRAGAL O HINGE LL
6063-T5 6063-T5 32 6063-T5 otS "0
1.500 1.578 1--
3�3.111 I .1251 =
�.558 I� .50250 -y .890 2 o 0 o fn
1 o
.750 .683 .050 .683 0 ~
III.550 i2 LC Z
1.400 .050�1 050 { r-.17050 Z W
TRUSS CLAMP 3/8"GLAZING BEAD 7/16"GLAZING BEAD .683 ��Irrryyy��� ��� 0 w
O1 Q FILLER HEAD ADAPTER 34 6063-T5 73 6063-T5 72 6063-T5 3.000 ? o
6063-T6
-3.100 11.092 `
LL
IG GLAZING BEAD Lll
O SL JAMB 74 6063-T5
T m
t 1'479 62 6063T6 ® oc� a
CN p,N N
- - 1.272 1.479 _ t,A N n I
1130 360 U CJ m 2 L
05 55,459 075 5.212 .055�1F�� k' n z o
O13 FRAME HEAD 6.085 0= _
6063-T6 .075 OUTSWING THRESHOLD
4.586 CHANNEL COVER
6063 T6
�I
1.48
. O50
.489 I 1.000 !
3
-
�6
.650� .125
OUTSWING THRESHOLD SL JAMB
11 6063-T6 60 SL HEADER SL SILL gg ADAPTER TUBE MULL
O 6083 T6 61 6063-T6 O 6063-T6 22 6063-T5
A.LYNN MILLER,P.E.
P.E.058705
HEAD HEAD HEAD HEAD HEAD
ZONE "� I ZONE"D"ZONE D"� ZONE E" I ZONE D° HEAD
C
ZONE"E"l Psmoucr Rrvlseo
w c plyiivg whh the Rod&
' G�tlioy(:oAe
Ai-plaeee
E3pInWe O�le_IALLVI�_-•'
x=MINIMUM JAMB ANCHOR
LOCATION.
a a ¢ ¢ go m a m
z X z z XX z z O z z XO OR OX z —=ADDITIONAL JAMB N �li
N N N N N N N N ANCHOR LOCATION,
m m m m m m m mmg EQUALLY SPACED AS O U
< < < < a REQUIRED PER TABLES O, Q
3-7 ON SHEET 9. Z $ O
w, In
g ' o LU $o
w
SIL�ZONEI"C"� ZONE'"D"SILL �ZONE"D"SILL � �ZONE"E"SILL � �ZONESILLD"�ZONE"E"SILL 4 Z N IL
SEE TABLE 3.,SHT.9 SEE TABLE 4.,SHT.9 SEE TABLE 5.,SHT.9 SEE TABLE 6.,SHT.9 O 06 to
HEAD HEAD HEAD HEAD HEAD ~ w A O
1 HEAD HEAD HEAD HEAD HEAD EXAMPLE a o
{—ZOeET �ZOE E� }— —}— Z ENE } ZONE —} Z ENE I ANCHORAGE SOLUTION . t-
I I ZONE'F" I ZONE"D" I ZONE"F' I ZONE"F" ZONE-I- I w O
J = Z
FOR A CONCRETE w
OXXO INSTALLATION z
w
A.19"x 83 3/4"SIDE LITES"B"AND 00 LL _O
m m Q m m m "E"ZONE ANCHORS FROM
z z z Z z z TABLE 7,SHEET 9. $ E Z a J t tL
N <��XO N O XXO OR OXX N N OXXO N PLUS; Q F Q
m m m m gm m
a ¢ ¢ ¢ B.71 3/4"x 83 3/4"XX DOOR ZONE '
"F"ANCHORS FROM TABLE 4,
--- -- - - ----- — -- -- - - --- -- SHEET 9,EACH"F"ZONE. - — - �vaii
-- -
SEE ENCIRCLED VALUES,SHEET 9 zotm•-
UZ d a
SOLUTION: Y o
TOTALS(4)TYPE 1.OR 2 ANCHORS $z z
SILL SILL SILL I SILL SILL EACH JAMB AND 2+5+5+2=(14)
SILL
�ZONE�ZONE-" 4ZONE� � LD"ZONE"F"4ZONE-{ �ZONE� SILL SILL �ZONE� TYPE 1 OR 2 ANCHORS AT HEAD
F ZONE
_ZONE"F" ZONE"F"
°E SEE TABLE 7.,SHT.9 E SEE TABLE 7.,SHT.9 E E° SEE TABLE 7,SHT.9 AND AT-SILL.----_
EXAMPLE OF ANCHORAGE FOR A 71 3/4"x 83 3/4"XX'DOOR, =ANCHOR LOCATION FOR
WITH 19"x 83 3/4"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 r
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. I b
JAMBS(ALL):131/4"MAX.FROM CORNERS AND 23 10 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.
3.TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. a[YNNULLER,P.E.
P,E.#58705
TABLE 3.X DOORS TABLE 4.XX DOORS TABLE 5.O SIDE LITE TABLE S.XO&OX TABLE 7.OXO,XXO,OXX APPROVED ANCHOR TYPES:
(ALSO X DOOR OF XO&OX) &OXXO PRo9U.0 r REVISED
1.1/4"ELCO TAPCONS °9c4-Vf*8 Itit1wFTorkl&
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 bmmoR rA&
ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE .2.1/4"ELCO SS4 CRETE-FLEX
&SUBSTRATE 2,3,WOOD 1,2,CONC &SUBSTRATE 2,3,WOOD 1,2,CONC &SUBSTRATE 2,3,WOOD 1,2,CONC &SUBSTRATE 2,3,WOOD 1,2.CONC &SUBSTRATE 2,3,WOOD 1,2,CONC IN�+tMs D+tc -�
MASONRY ANCHORS
DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES
3.#12 SCREWS(G5)
'X'-25.50 > >_ "X)P-47.75 m Lu m '0"-10.75 'X'-25.50 'X'-25.50
TO 37.50 V TO 71.75 i ? TO 36.75 TO 37.50 TO 37.50 L L
4.ENCIRCLED ANCHOR
LL U fi W Eu W W IL Ij W J
QUANTITIES IN TABLES 4 04 LL
= J QJ�JmQJm- "XK'-47.75 m m
" J¢: w<m m rn m n m m ¢ m m N ¢ TO 71.75m o m a AND 7 PERTAIN TO THE U)
minty = m w maF-armai,-a -
i w EXAMPLE ANCHORAGE U maa, ma � � Q a g a m m o mammaam m o m o
a F a = =F x H x w p x w ¢ a 6 70,61T
LITE = x a � = ¢ LTE ¢ a = SOLUTION ON SHEET 8. ch p G7 d
WIDTH x HT. x x x i x x x 3 WIDTH x HT. i x a i ' ' a, m WIDTH x HT. o 0 0 o WIDTH x HR. o o x x o o x x WIDTH x.Hi. o o X o o X O - t6
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 0 4 2 0 10.75 x 79.75 4 2 4 2 e Q I/j g 0
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 I- W g r
87.75 5 2 7. 4 2 3 87.75 5 4 7 4 2 3 87.75 4 1 4 1 87.76 4 2 w 4 2 0 87.75 4 2 p 4 2 p W J r
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 0 91.75 4 2 rS' 4 2 Z
W
95.75 6 2 7 4 2 3 95,75 5 4 7 4 2 3 95.75 4 1 4 1 95.75 4 2 � 4 2 95.75 4 2 p 4 2 0 N O
27.50 x 79.75 5 2 7 1412 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 0 4 2 LL 12.75 x 79.75 4 2 g 4 2 p 0 U) LL
83.75 5 2 7 1412 3 83.75 5 4 7 4 2 3 83.75 4 2 4 2 83.75 4 2 `f 4 2 -4 83.75 4 2 L 4 2 � °� 8
87.75 5 2 7 1412 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 Q J Q
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 1412 5 95.75 6 4 7 4 3 1 5 95.75 4 2 4 2 95.75 4 2 0 4 2 95.75 4 2 a 4 2 [ILL H g Z
29.50 x 79.75 5 2 8 1412 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 It 19.00 x 79.75 4 3 LL 4 2 ya, Q V
83.75 5 2 8 1412 3 83.75 5 4 7 4 2 3 83.75 4 2 4 2 83.75 4 3 w 4 2 H 83.75 4 3 0 4 2 0 Z) 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 87.75 4 3 p 4 2 p
91.75 6 2 8 4 2 5 91.7 6 4 7 4 3 5 91.75 4 2 4 2 91.75 4 3 Q 4 2 Q 91.75 4 3 RR= 4 2 = 0 LL _O
95.75 6 2 B 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 v 4 2 Q a= p
31.50 x 79.75 5 2 8 1412 3 59.75 x 79.75 5 5 8 4 2 3 21.75 x 79.75 4 2 4 2 21.75 x 79.75 4 3 0 4 2 o 21.75 x 79.75 4 3 4 2 w $ .c U _ LL
83.75 6 2 B 4 2 5 83.75 5 5 8 4 2 3 83.75 4 2 4 2 63.7 4 3 = 4 2 83.7 4 3 0 4 2 LL o Q c Q
87.75 6 2 8 4 2 5 87.75 6 5 8 4 3 5 B7.75 4 2 4 2 87.75 4 3 w 4 2 w 87.7 4 3 0 4 2 v
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 � 4 2 91.75 5 3 p 4 2 p
95.75 7 2 10 4 2 5 95.75 6 5 8 4 3 5 95.75 5 2 4 2 95.75 5 3 4 2 95.75 5 3 W 4 2 W ® ��•c°iv
33:50 z 79.75'6 '3 8 4' 3 3 63.75 x 79:75 5 5--8 4 -2--3 27:75 x 79:75-S- 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-_ ____ _ _ OR
"'O
g��
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 z 4 2 z 83.75 5 3 F 4 2 F z o
m, 6
87.75 6 3 8 4 3 5 87.75 6 5 6 4 3 5 67.75 5 2 4 2 87.75 5 3 4 2 M 87.75 5 3 0 4 2 U o-0 o
91.75 7 3 10 4 3 5 91.75 6 5 8 4 3 5 91.75 6 2 4 2 91.75 6 3 J 4 3 J 91.75 6 3 W 4 3 � a a o
95.75 7 3 10 4 3 5 95.75 7 6 10 4 3 5 95.75 6 2 4 2 95.75 6 3 m 4 3 m 95.75 6 3 W 4 3 w '= z 9
35.50 x 79.75 6 3 8 4 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 F 4 3 � 36.13 x 79.75 6 4 E 4 3 U
-- - ---83.75 6 -3 8 A- 3-_5 _-__ 83.756 -5 _6_ 4 3 5_ _ __63.7_5 6 3 4 3 63.75 6 4 O 4 3 p 83.75 6 4 Z 4 -3 Z
-
87.75 6 3 8 4 3 5 87.75 6 5 6 4 3 5 87.75 7 3 4 3 87.75 7 5 AL 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 p 4 3 p 91.75 7 5 8C 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 v 4 3 V 95.75 7 5 = 4 3 s
37.50 x 79.75 6 3 8 4 3 5 71.75 x 79.75 6 5 8 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 Q 4 3 Q
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 83.75 6 4 w 4 3 w
87.75 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
91.75 7 3 10 4 3 5 81.75 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 1D 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,P.E.
P.E.#58705
2X WOOD T 3/4" 13/4" 2X 'WOOD 3.4 KSI MIN.CONC. 1314" 1314"MIN.E.D.
BUCK,NOTE 2 �MIN E.D._r_Ml'N E.D. BUCK,NOTE 2 LAIN.E, PRODUCrREVISED
3.4 KSI MIN.CONC. -..7 1X WOOD BUCK,NOTE 2 1 318"TYPE I ffi.wplif&g"mF1wmd&,
1318"TYPE 1 Ada
1X WOOD Wk"�gC
1 3/4"TYPE 2
BUCK,NOTE 2 1 3/4�'TYPE 2
13/8" 13/8"MIN. Lipka"o.1Acir�nnm No4#1wl
MIN. 1/4"MAX. Q,
1/4"MAX. 1/4"MAX. 1/4"MAX.
WOOD ted
ilm SHIM SHIM SHIM
ANCHOR CONC. EXT. WOOD EXT. -CONC.
EXT_ ANCHOR, CN LL
TYPE 2 OR 3, ANCHOR, ANCHOR NOTE I
NOTE I NOTE I
* 1 114"TYPE I OR 2(CMU) TYPE 2 OR 3.
DOOR HEAD(WOOD) DOOR HEAD(CONC) NOTE 1 -
1 318'TYPE 1(CONC) SIDE LITE HEAD(WOOD) SIDE LITE HEAD(CONC) C)
13/8" 1 3W TYPE 2(CONC)
1/4" MIN. 1/4"MAX. I 1/4PTYPE 1 OR 2(CMU) Lo
MAX.SHIM 0
SHIM _T 1/4"MAX.SHIM 13/8"MIN. 114"MAX.SHIM 1318-TYPE I(CONC) c6 10
3t4"MIN.E.D. T 1314-TYPE 2(CONC) LU
1 3/4!'
WOOD
If
CONC.
MIN.E.D
ANCHOR,
ANCHOR 7� I LU C)
ON CONC NOTE I
STAGGERED AN
CHOR • 1.5 KSI MIN.CMU OR a
u-
CENTERS,- ON WOOD 3.4 KSI MIN,CONC. 0
TYPE STAGGERED ANCHOR, U)
2 OR 3, alCENTERS, I 3W MIN.E.D.
3/4"MIN.E.D. TYPE
NOTE NOTE cl)
-A 2 OR 3, 0
EXT. LiL�I LU z
2XW D 1 X WOOD BUCK, 2X WOOD EXT. NOTE
BUCK,NOTE 2 No 2 �UMIN.CMU OR
3.4 KSI MIN.CONC, BUCK,NOTE 2 1X WOOD BUCK,NOTE 2 EXT.
DOOR JAMB(WOOD) DOOR JAMB(CONC) SIDE LITE JAMB(WOOD) SIDE LITE JAMB(CONC) Lu
Z
UJI
WOOD ANCHOR TYPE 2 CONC.ANCHOR, w .—
OR NOTE NOTE1 LL c�
WOOD ANCHOR,TYPE 2 OR 3 N I CONC.ANCHOR,NOTE 1, 1X WOOD 0
Ell
EXT. BUCK,NOTE 2 L) LCLI
EXT. EXT NOTE w 1/4"MAX. MAX. 1 MAX.
-XT M i g Z< <
SHIM SHIM "',-1/4"MAX. SHIM
No
X�
. ..... I 3/8"TYPE 1 13/8 MIN.3/8"MIN. TYPE,2--1-314'
3.4 KSI MIN 1 3/4"TYPE 2 Z
E-1 0
13/4" 3.4 KSI MIN.CONC. CONC'
__�IN.E.D. N�
2X WOOD BUCK,NOTE 2 2X WOOD BUCK,NOTE 2 13/4" —_j
0 0
DOOR SILL(WOOD) DOOR SILL(CONC) MIN.E.D.
SIDE LITE SILL(WOOD) �;j .0 z
SIDE LITE SILL(CONC)
NOTES:____-
1.FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO-114-TAPCONS EMBEDDED 1-3/8"MIN.(TYPE-1) OR1/4'SS4---
CRETE-FLEX EMBEDDED 13/4'MIN.(TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE 13 1 3/4'. FOR WOOD INSTALLATIONS USE
#12 SCREWS,
GS(TYPE 3)OR ELCO 1/4-SS4 CRETE-FLEX ANCHORS EMBEDDED 13/8"MIN.(TYPE 2).
2.WOOD BUCKS DEPICTED AS Ix ARE LESS THAN 1 1/2'THICK. Ix WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CIAU. 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,NON'SHRINK,NON-METALLIC GROUT(3400 PSI MIN.),(DONE BY OTHERS) 116
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,309 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION.
A.iYNN,hilLLM,P.E.
P.E.#58705