HomeMy WebLinkAboutNotice of Acceptance (7) M IAM I•DADE R E C E I V E D MIAMI-DADS 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 DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.mimnidade.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
through10 of 10, dated 04/04/2012 and last revised on 06/08/16, prepared b PGT Industries, signed and sealed b
P P Y � Y
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. 'A"Elco Ultracon(former.Tapcon)'to be 4"OC into Cone. 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.
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 I. Chanda,P.E.
r��arai•oane coU—N--T-Y-M NOA No.16-0629.17
Expiration Date: October 18,2017
Approval Date: July 21,2016
`�� Page 1
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J�V
HE
TRACTOR IS RE G:=•:a... __ n a:. CON,
FIRMED AHD CORRELATED AT THE JOB SITE; FC)R NFORMATION
THAT PERTAINS SOLELY TO THE FABRICATION PROCESSES OR TQ'
TECHNIQUES OF CONSTRUCTION; AND FOR'COORDINATfgN Uf
TUF-WORK OF ALL TRADES.
FIANNVOLD
1
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.
S. 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 98-0528.24)
1. Anchor verification calculations and structural analysis dated 05/22/15, complying with FBC-
214 (5u'Edition),prepared by PGT, signed and sealed by Lynn Miller, P.E.
2. Glazing complies w/ASTMU1300-02, 04&-09.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources(RER).
UA
Ishaq I.Chanda,P.E.
Product Control Examiner
NOA No. 16-0629.17
Expiration Date: October 18,2017
Approval Date: July 21,2016
E-1
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(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.
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
STANDARDS USED:
NOTES: OUTSWING IMPACT FRENCH DOOR(S)AND SIDE LITE(S) �ASTMEDso-09 BUILDING CODE(FBc),STH EDITION
•ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION /ROOVC f AEYtSB[+••
1.GLAZING OPTIONS: •ALUMINUM DESIGN MANUAL,ADM-2010 r�#Mhw ,�'Itk do Flod&
A.3/8"LAM[NOM.(A02")CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR :ALUMINUM
Acd* N./t-0t zy./7
SAFLEX/KEEPSAFE MAXIMUM PLUS(1)LITE OF 3116"HEAT STRENGTHENED GLASS. FSON*" T7 .2017
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 ELI
MAXIMUM PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS.
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.7/1W LAMI NOM.(.465")CONSISTING OF(1)LITE OF 3116"HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE
LL
MAXIMUM PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. Y
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
INTERLAYER OF DUPONT BUTACITE PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. t
2.DESIGN PRESSURES:SEE TABLES 1 AND 2 ON SHEET 2. TOPIC SHEET b p d
A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. GENERAL NOTES............ 1 m`O
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. CONFIGURATIONS...........1 = 0' p
3.CONFIGURATIONS:X,O,XX,XO,OX,XXO,OXX,OXO,AND OXXO. GLAZING DETAILS........... 1 W a o
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 e—
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 LU
5.SHUTTERS ARE NOT REQUIRED. HORIZ.SECTIONS........... 5 w — 0 0
6.SEALANT:INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. PARTS LIST...................... 6 0 w �' 'ILL
7.REFERENCES: EXTRUSIONS................... 8,7 w t S O
TEST REPORTS FTL-4964,5212&6864;ELCO ULTRACON NOA'S:;ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM ANCHORAGE....................8-10 a h
DESIGN MANUAL. a C9 O
8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY s o o
HURRICANE ZONE(HVHZ). GLASS ABBREVIATIONS s Z
9.CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: AN.=ANNEALEDHEAT-STRENGTHENEDO 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 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. o ¢ � _p
93 93 91 0 8 gRP
30 LL
� LL � SZ r< -3
30 30
80-83rLil
® "
N
N Ya1 �
L_:A I
73 1/2"GLASS BITE 73 1/2"GLASS BITE 74 1/2"GLASS BITES X�,
=i ( A
U mN
EXTERIOR EXTERIOR EXTERIOR Y 40
a 94 a 94 a 94
Z
1/8"AN.OR 3/1V'AN.OR 1/4"AIRSPACE o
HS.GLASS HS.GLASS _ HS.
3/16"HS. 3/16"HS. --GLASS
.090 PVB INTERLAYER GLASS .090 PVB INTERLAYER GLASS 3/16"TP.GLASS �� '
(DUPONT BUTACITE OR (DUPONT BUTACITE OR
SAFLEX/KEEPSAFE SAFLEX/KEEPSAFE 1/8"HS.GLASS
090 PVB INTERLAYER
MAXIMUM) MAXIMUM) (DUPONT BUTACITE) x No,58705
3/8"NOM. 7/16"NOM. 13/16"NOM. _
GLASS STACK GLASS STACK GLASS �D LC_
STACKL�-`
'•, g,A7_OF
3/8"LAMI NOM. 7/16" LAMI NOM. 13/16"LAMI IG NOM. . •...c... ..
GLAZING OPTION A OR B, NOTE 1 GLAZING OPTION C OR D, NOTE 1 GLAZING OPTION E, NOTE 1
I(u'MN MIL'E)i,P.E.
P.E.#68705
TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS
APPROVED CONFIGURATIONS:X,XX,O,OX,XO,OXO,XXO,OXX&OXXO NOTES: Mooucr REVISED
*j-plying with the Flo
(FOR DOORS W/SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) 1.GLASS TYPES: 14-11-sc-L rld,
A.3/8"LAMI 118"A,.090 PVB,3/16"HS) boa No M-D62q.17
REINFORCEMENT IS REQUIRED AT DOOR&SIDE LITE CONNECTIONS ( EM•«+e,n,��a 1
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) �4 �-
HEIGHT D.7/16"LAMI(3116"HS,.090 PVB,3/16"HS) e rcfCmerot
X_WIDTH XX WIDTH 68-79 3/4" 1 7°-83 3/4" 1 87 3/4" 1 91 3/4' 8°-95 3/4" E.13/16"LAMI IG(3/16"TP,1/4"AIRSPACE,1/8"HS,.090 PVB,3116^HS)
30 37 i/2"I 60 71 314' +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 U-
MAX.OX/XO WIDTH = 731/2" �
O WIDTH SINGLE SIDE LITES WITH GLASS TYPE A C, E-
MAX.OXO WIDTH=1091YL" � U
� 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" 0 o d
MAX.OXXO WIDTH=1433/4" 0 ;
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 641/8" e e (A z°C)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 o o FW-• It
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
5.EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: 66 0
TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR!SIDE LITES ONLY 66 -0
APPROVED CONFIGURATIONS:OX,XO,OXO,)(XO,OXX&OXXO EX.A FROM TABLE 1. W It A N
(THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) OXO WITH GLASS TYPE A o o p 0)
"30"WIDE x 90"HIGH SINGLE DOOR WITH 29 SIDE LITES - - ❑ a Z
REINFORCEMENT IS NOT REQUIRED AT DOOR&SIDE LITE CONNECTION U)
DESIGN PRESSURE=+67.6l-67.6 PSF (n 2
GLASS TYPES A,B,C,D OR E w Z
HEIGHT EX.B FROM TABLE 1. of w
WIDTH XX VDTH OXXO WITH GLASS TYPE A a- M
X
68-79 3/4" 7°-83 3/4" 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 C)
2° 25 1/2" 40 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=+70.4/-70.4 PSF t 0 ? p
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. w Q H
OXO WITH GLASS TYPE C
291/2" 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
28 311/2" 50 593/4" +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 ® N n
2a 331/2" 54 63 3/4" +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 EX.D FROM TABLE 2.
OXXO WITH GLASS TYPE C o
35 1/2" 67 3/4" +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 60"HIGH DOUBLE DOOR WITH 26"SIDE LITES _u$•y Q
DESIGN PRESSURE=+43.11-43.1 PSF o-
3° 371/2" 60 71 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 0 as 0
O WIDTH GLASS TYPES A B,C,D OR E 6.FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1,WHICH o= z
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
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[213/41' +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
: . .:
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 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0
'A LVNN�Mil LLER,P.E.
P.E.#58705
109
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36
36
36 3/4
nyCrRF
�731/2"fMAX. MAX" MAX. �SEENM 3►�� MAX." MAX." —SEE NOTE 3 �f�—MAX.' �Oo°nW&`+ilbl*mod&
Aeaph.m N.16-06z5 17
BiPkMw�Dare rc 1
49 49 41LL
49
95 3/4" � a
103 (nP.) 0 e a r
LJE�
103 o0oEr lE EIEE[ E L I Er lE � �X 0 1 X AC . X INACIT 1 0 W a
lFi-1-- Fn
tL
SEE NOTE 4-� SEE NOTE 4�� SEE NOTE 4 SEE NOTE 4 SEE NOTE 4 N O
OX OR XO OXO OXXO 41 p
35 3/4" ..t2
71 3/4"MAX. MAX. = y Z
37 1/2" 24 9/16"MAX. (�
MAX. DLO(TYP) 33 5/8"MAX.
A-- A—, B DLO(TYP.) C, Z W
O LL o
95 3/4"
Q
49 MAX. 49 41 G Is tw LL
J eJ
T. m
H a ¢ c W �Q
1 Q TYP. 95 3/4"
MAX.
84 3/8" 103 (TYP.) ® N N
MAX. N N
DLO 84 3/8"
TYP. MAX. o X F
DLO zag• a
(TYPJ DOOR oz m
DLO HEIGHT =HEIGHT A 1 3/8" ��a'm O
40" DLOWIDTH'X' =DOOR WIDTH-12 15116" gz z
(TYP')Q� 1D Cf �C F[ �F DLO WIDTH'XX'=DOOR WIDTHI2-115116"
IX J L u
rINACT
O SIDE LITE
DLO HEIGHT=HEIGHT-11 318"
DLO WIDTH =WIDTH-3 1/8"
A--'X A-J 41 B O
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.LYNNUILLER,P.E.
P.E.#58705
WROK reewseu.
3 m t rAyife with the FlorldA
rmwiag lwM
Acccplo c No Z
40 rr. u,t� -T
EXTERIOR INTERIOR 1 _
t2�k`AityA f:ct Co� I
10 1 2 60 Y - >"
37 64 AT HEADlJAMB O R UQ
60 65 AT SILL/JAMB 0 8 O 6
CLEAR-COLORED `s ; o
SEALANTA �. U g o
EXTERIOR INTERIOR a r-
62 z
Lu o
a
® 63 U-
ca 10
of
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U OU Z
MAX. a" U
MAX. MAX. MAX. SIDE LLI
DLO DOOR DLO LITE 62 W
HEIGHT HEIGHT Q II= p
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a �
LL
PH
L x
® �
S U W N
SL VIEW G-G N
61
CORNER ASSEMBLY
30 1= Z
40 �.a89
t13 DOOR SECT.A-A SL SECT. B-B
VERTICAL VERTICAL '
' A:I:YNN MILLER,P.E.
REA 68705
4 49 PTOD(f r luvlseo
. Jv=plyin silk lim Fl."
MAX.'XX'WIDTH cbu�diesPeda
A�cn.Kn�—L6 N LL
U) a
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�MAX.� �M;k . O $ o Lo
Lo
DLO 'XX'SECT.C-C DLO'
ii7
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LU
35 36 34 44 HORIZ. 46 45 5
MAX X WIDTH o
F U-
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xs 10
O �Lo
0
F- O
i W = yZ
INTERIOR U) ()
Q Z
LLI
Z LL o
O �- u
DLO 'X'SECT. D-D 125 a o F-1
46 21 5 HORIZ. EXTERIOR
SPACING,SAME AS
67 JAMB ANCHOR SPACING
�MAX.'SL WIDTH ►{ MAX.SL WIDTH-
(SEE SHEETS 7,8 AND 9)
ztj o.
=ZV m�N Q
62 >00 O
>abe
L FF—1 — OZ Z W
U
66
DLO. 22 SEE TABLES 1 AND 2 AND r DL0'�7
NOTES ON SHEETS 1&2
66 62 SL SECT. E-E 62 FORAPPucABIUTv SL SECT. F-F'
HORIZ. (DOOR W/SIDE LITE) HORIZ. (SINGLE SIDE LITE)
A.LYNN MILLER,P.E.
P.E.#58705
ITEM DWG! JPGTO DESCRIPTION
1 19430 160411 FRAME HEAD
2 I
60300 WSTP.,Q10N.190 X.375 HIGH VRODVC f REVISEQ,
3 87070K BULB WEATHERSTRIP.137 X.300 HIGH
4 7955X FLUSHBOLT STRKEPLATE b#Way C.&wli&tlx(:Inrld�
5 7938X 2 PT.LOCK STRIKEPLATE EM+rrlea irt<rC/w�-�
8 7956A FRAME HEAD STRIKEPLATE BACKING PLATE SILICONE HOT-MELT BUM
77B32X12FPXP #832 X.500 PH.FL MS-S.S.WISILICONE PATCH STRUCTURAL
8 7005 GASKET(BETWEEN THRESHOLD&FRAME JAMB) SILICONE Ea ndvttCmt.d
STRUCTURAL 3/16"NOM.
9 70996 GASKET(BETWEEN HEAD&FRAME JAMB) 1/4"NOM. FOAM '
10 6533018 FILLER HEAD ADAPTER POLYISOBUML-TJ - W�
11 6110" OUTSWING THRESHOLD WITH DESICCANT DESICCANT
12 11670 671670 WSTP,.350 RO FOAM FILL TSLOT(AMSBURY#32011)
13 111004A 611OD4M OUTSWING THRESHOLD CHANNEL COVER EXT.GLASS EXT.GLASS Y N LL
14 11001A 411DOIA ACETAL SPACER.065 INHOUSE INJECTION MOLDED) ' V
15 11002A 411002A ACETAL SPACER.095 INHOUSE INJECTION MOLDED)
16 11003A 411003A ACETAL SPACER.140(INHOUSE INJE--MN MOLDED) O
2D 915D 60380 FRAME JAMB(OUTSWING)
21 1010 6Q300 WSTP.,Q-LON.190 X.375 HIGH I.T.GLASS INT.GLASS O 8 O L6
22 6608 66608M REINFORCEMENT,I.000X2750XO.850,WW1-T5 _ O
23 1140 7SX112PSATS 1#8 XIAW PH SQA TIS
24 1048 71048 IJAMB SCREW COVER CAP KODISPACE 87 SUPER W i o
25 SW 41721N STRIKE PLATE INSERT O 4SG TPS O SPACER®NXTTM I.--
28 1118 710X44PFA #10 X.750 PH.FL.SMS pp
27 7070 67070K BULB WEATHERSTRIP.187 X.300 HIGH
J d
30 910D 6910 DOOR PANEL,TOP&BOTTOM RAIL Lu
31 911E 6911 DOOR PANEL,SIDE RAIL 0 r
32 917 7FRM0 HINGE EXTRUSION Vi fn LL
33 1178 71058FP W,B #10 X,625 PH.FL SMS ALUMINUM 46 0
34 913A 60378M TRUSS CLAMP REINFORCEMENT
35 1130 6TRODA 5116-18 THREADED ROD POLYISO- DESICCANT FILL AREA ¢ O O
36 990 7990NUTA 5'16.18 FLANGED HEX NUT Bl1TYLENE 5116'NOM. O Q (n
37 914A 80379M 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 HEADISILL&PANEL STILES DESICCANT ROLL-FORMED _
40 1023 67824G WSTP.,.187 X.250 HIGH,FINSEAL FOAM STAINLESS STEEL V
41 92B 41720 SURE BOLTASSY.ONACTNE PANEL ONLY) O W
42 1145 7SX12FPAW 46 X.500 PH FL SMS TYPE BDS EXT.GLASS r„
43 1212 7P30GG SILL DUST PLUG INACTIVE PNL) IXf.GLASS
44 983B 6883 DOOR PANEL ASTRAGAL 1(OUTSWING) O U' O
45 9845 6984 DOOR PANEL ASTRAGAL 2 OUTSWING) In y c H $Q
48 1213 60200K WSTP.,QT LON.190 X.200 HIGH 8 O S+ Q � Y`''ly
47 929 74UBLOK LOCK SUPPORT ASSY.(41707&41708) INT.GLASS
TNT.GLASS J
48 1139 7634F #6 X.750 PH.FL SMS Q va
49 982 FD2PTAY 2 PT.LOCK ASSY. O DURASEAL@ XL EDGETIJ
50 6RISOFS RUBBER SLEEVE O
51 930 41721 STRIKE PL.INSERT(INACTIVE PANEL) SPACER SPACER ^
52 931 7FRSPX DEADBOLT STRIKE PLATE ® p a N
53 1118 710X34PFA #10 X.750 PH FL.SMS +
54 957 70957X HANDLE STRIKE PLATE
55 1118 710X34PFA #10 X.750 PH FL SMS pr`x
60 920D 6920D SIDEUTE HEADER Part# Description Material 0'ov
61 921D 6921 SIDEUTE SILL
—
62 916E 60381 SIDEUTE JAMB 80 Kommeding 4SG TPS Spacer System .I o0 0
63 1155 781PQA 98 X 1.000 QUAD PN.SMS See this 6 x
64 go7998 HEAD GASKETS(STOCKING#70MB) 81 Quanex SuperSpacer nMwith Hot Melt Butyl Sheet for .2!65 999 7999 SILL GASKETS(STOCKING#70999) 82 Quanex Duraseal Spacer
66 S34A 61641M SIDEUTE JAMB ADAPTER Materials
87 912X1.000 SHEET METAL SCREW 83 Cardinal XL Edge Spacer
70 712653K SETTIING BLOCK,3/37 X 114'X 1'W/PSA REFERENCE TES REPORTS:FTL-8717,6958&8970
71 71267K SETTING BLOCK,1116'X 1/2'X 1-WIPSA - -
72 4222A 64222 BEAD,7/1e'
73 O88 69N BEAD,3/8' .-
92 96S 64986 BEAD,INTERIOR -
93 1224 61PZ47 BULB,THICK(USED IN EXTRUDED BEAD)
99,983 OR EQUIVALENT (~-
95 GLASS,31W LAMI-1/8'A,.90 PVB,3116'HS
94 GLAZING SILICONE,DOW 0
B6 GLASS,3/8'LAMI-1/8-HS,.90 PVB,3/16-HS -
97 GLASS,7I16'LAMI-3116'A,.90 PVB,3/16'HS ._
88 GLASS,7/16'LAMI-3/16'HS,.90 PVB,3116'HS
102 11006A 41108A ACETAL SPACER.295(INHOUSE INJECTION MOULDED) ITEMS#17-19.28,29,5659,68,69,74-79.84-91&99-101 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL
103 OFF T)1E SHELF IIJEAD BOLT LOCK A.LYNN MILLER,P.E.
P.E.#68705
al
1.750 1.750 1.750 1.750 PRODUC r REVISED
o�VbiQ wil6.lhe F1oAd�
A"q$
�1.480� 050 1.620 Acce�pym cs No_14-nLZ�/.7.
Earkal6n Dore i n
6
.250� Idea F4M i�eaep�l
4.726
WEATHER
4.726 4.726 37 STRIP CHANNEL
4.828 .062 050. Y CV lL
3.000 6063-T5
4.000 �2 4.100 .062 4.100 .062 4.675
4.675 0.375 O C Q
4.100 ya p
L 0
DOOR FRAME, 2.fj
.125 e ' W a o,
20 JAMB 6063-T6 J o
DOOR PANEL DOOR PANEL LLI _O
30 TOP&BOTTOM RAIL 31 SIDE RAIL DOOR PANEL DOOR PANEL 0
6063 T5 6063-TB 44 INTERIOR ASTRAGAL 45 EXTERIOR ASTRAGAL O HINGE to �
6063-T5 6063-T5 `32 6063-T5 ca a O
II�1.500� f 1.578 t`
3�3.111 I 1251 J J �-_.558 J I+-.S 550 -�{ .89 e � m
.750 683 .050 .683
.550 z _ Z
Ell
1.400 .050-4 050 { -.1 .050 Z W
TRUSS CLAMP 3/8"GLAZING BEAD 7/16"GLAZING BEAD .683 O
1 Q FILLER HEAD ADAPTER 34 6063-T5 73 6063-T5 72 6063-T5 3.000 LL o
6063-T6
�3.000� 3.100 -j
-� 1.092 S �� : L-
IG GLAZING BEAD $w Q
1479 62 SL'JAMB 74 6063-T5
6063 T6 ® a H
1.272 1.479
1130 rl 360m'v_i
050 5.459 o 0 0
075 5.212 055-►�I�-� k'
OFRAME HEAD az
1 6063-T6 6.085 .075 13 OUTSWINGTHRESHOLD oZ Z
4.586 CHANNEL COVER U
6063-T6
.050 2.980 r-2.750-�
07 � 1.489 750
I LR I-E -�T
qgg 1.00
0
3.000L 3.10 650I 12OUTSWING THRESHOLD SLJAMB
86063-T6 60 SL HEADER SL SILL gg ADAPTER TUBE MULL
O 86063-T6 61 6063-T6 O 6063-T6 22 6063-T5
A.LYNN MILLER,P.E.
REN 58705
HEAD HEAD HEAD HEAD HEAD HEAD
ZONE"C"--i ZONE"D" ZONE"D"--t ZONE"E"—i ZONE"D" ZONE"E"1
%tODUCf RF,VISED
n wmplyiltg with the Elorids
Aimptsea NO/G-az5.1'i
x=MINIMUM JAMB ANCHOR C�m:�rof
LOCATION. BWDWpkdwt
Q ¢ ¢ m m ¢ m
z X z z XX z z O z z XO OR OX z —=ADDITIONAL JAMB N LL
N N N N N ANCHOR LOCATION, 2 F- a
g m co m C3 EQUALLY SPACED AS ?�
¢ REQUIRED PER TABLES O Q
3-7 ON SHEET 9. O o C
In
goo �o
W ;r-
J
SIL
~ZONEI"C" SIL�ZONEI"D"ZONE"D"SILL � SILL SILL
�ZONEI"D""ZONEI"E"4 z LL
SEE TABLE 3.,SHT.9 SEE TABLE 4.,SHT.9 SEE TABLE 5.,SHT.9 SEE TABLE 6.,SHT.9 O od O
HEAD HEAD HEAD HEAD HEAD HEAD HEAD HEAD HEAD HEAD EXAMPLE ¢ m
rZONE ZONE ZONE ZONE ZONE �
„E ZONE"F"-t „E„ ZONE"D" ZONE"F'� „E" "E„ ZONE"F" ZONE"F"� "E" 1 ANCHORAGE SOLUTION LL, ° "'
w o
FOR A CONCRETE J z
'l m
U
OXXO INSTALLATION a z x
w
A.19"x 83 3/4"SIDE LITES"B"AND U LLL. _Cl
m Q m m p0 "E"ZONE ANCHORS FROM is
w w w w w w TABLE 7,SHEET 9. $ L U Z g u_
O OXO N O XXO OR OXX N N OXXO N PLUS: a Q Q
m m co m gm 10
< ¢ ' ¢ B.71 3/4"x 83 3/4"XX DOOR ZONE
10
¢ fD
"F"ANCHORS FROM TABLE 4, ® a N N rn
SHEET 9,EACH"I-ZONE. > �,
SEE ENCIRCLED VALUES,SHEET 9
SOLUTION: 5 a Y o
TOTALS(4)TYPE 1 OR 2 ANCHORSSILL g z z
} 14)
ZONE {-- SILL ZONE } SILL � SILL ,_ ONEI �Zp ESILL SILL� SILL L__ SILL ONE EACH JAMB AND HORS 2= EA
T TYPE 1 OR 2 ANCHORS AT HEAD I
„E„ ZONE"F" „E„ ZONE"D" ZONE"P' „E„ „E„ ZONE"F" ZONE"F' "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"')CC 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
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):13 1/4"MAX.FROM CORNERS AND 23 1/8"MAX.O.C.
HEAD&SILL OF DOORS:6"MAX.FROM CORNERS,9"MAX.FROM ASTRAGAL CENTERS AND 20 718"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. kLYNIu MILLER.P.E.
P.E.#58705
TABLE 3.X DOORS TABLE 4.XX DOORS TABLE 6.0 SIDE LITE TABLE 6.XO&OX TABLE 7.OXO,XXO,OXX APPROVED ANCHOR TYPES:
(ALSO X DOOR OF XO&P &OXXO PRODUC f REVKEI)
1.1/4"ELCOTAPCONS �cmp4iegwithikeFlotidt
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 :moR Ce 8
ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE 2.1/4"ELCO SS4 CRETE-FLEX Ea��
&SUBSTRATE 2,3,WOOD 1,2,CONC &SUBSTRATE 2,3,WOOD 1,2,CONC g SUBSTRATE 2,3,WOOD 1,2.CONC &SUBSTRATE 2,3,WOOD 1,2,CONC &SUBSTRATE 2.3,WOOD 1,2,CONIC M�Mil,r 1?�tc to
MASONRY ANCHORS
DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES fi4�,r•.•-.y� -j-��'i �
3.#12 SCREWS(135)
25.50 > j ')0(*-47.75 Al w 'O"-10.75 'X'-25.50 "X'-25.50
TO 37.50 TO 71.75 TO 36.75 TO 37.50 TO 37.50 IL LL
0 m r1� b; k.; 4.ENCIRCLED ANCHOR
LL U j ` w u w a w . w w
�` ")OC'-47.75 u, QUANTITIES IN TABLES 4 (V LL
'2 a J ? y G¢a 55 a °¢' m ,�-� m y m m ¢ m m < TO 71.75 m o -m ' a AND 7 PERTAIN TO THE � p
N y w = N w m a F a t-m 3 t a t- �' w EXAMPLE ANCHORAGE
moo� ma ❑ + tea- g a� m o m ❑ maommaam m o m 2 O U
a a m a m w 3 w a w 3 w 3 s a SIDE g a w w w SIDE w w x SOLUTION ON SHEET 8.
_ =ra- ' _ =rQ- xHxw� xpxw LITE � xx � xx � LETS ? x .� x d0
G7
WIDTH x HT. x X x x x x 3 WID1H x HT. X a' x 'x¢'x m WIDTH x Hi. O O O O WIDTH x Hr. O O x x O O x x WIDTH x HT. o O X O tJ X Q J
25.50 x 79.75ff74 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 5 m O
83.75 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 c W
87.75 3 87.75 5 4 7 4 2 3 87.75 4 1 4 1 87.75 4 2 K 4 2 C 87.75 4 2 0 4 2 p LL H
91.75 3 91.75 5 4 7 4, 2 3 91.75 4 1 4 1 91.75 4 2 o 4 2 o 91.75 4 2 4 2 O W r
95.75 3 95.75 5 4 7 4 2 3 95.75 4 1 4 1 95.75 4 2 IY 4 2 95.75 4 2 p 4 2 p N ❑ O
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 1 -75 x 79.75 4 2 OLL 4 2 1 12.75 x 79.75 4 2 g 4 2 0 ❑ fn LL.
83.75 5 2 7 4 2 3 83.75 5 4 7 4 2 3 83.75 4 2 4 2 83.75 4 2 4 2 -4 83.75 4 2 I 4 2 � 0 °8 g❑
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 Q -I �'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 EQ 4 2 14 91.75 4 2 j 4 2 (n
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 M 4 2 2 95.75 4 2 as 4 2 a ❑ o Z
29.50 x 79.75 5 2 8 14121 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 LL 4 2 L Z 2 y
83.75 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
F F 87.75 4 3 0 4 2 p C7
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 4 2
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 4 91.75 4 3 = 4 2 = LL 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 d 95.75 4 3 0
31.50 x 79.75 5 2 8 14121 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 $ c U ❑
83.75 6 2 8 4 2 5 83.75 5 5 8 4 2 3 03.75 4 2 4 2 83.75 4 3 = 4 2 = 83.75 4 3 4 2 LL Q K 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 0 4 2 v
91.7 6 2 8 1412 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 m
N p
95.75 7 2 10 4 2 5 95.75 B 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 ® a c O N N
33.50 x 79.75 6 3 8 4 3 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 -J
63.75 6 3 .6 4 3 5 B3.75 6 5 8 4 3 5 83.75 5 2 4 2 83.75 5 3 c 4 2 0 83.75 5 3 E.Q..
87.75 6 3 8 4 3 5 87.75 6 5 B 4 3 5 87.75 5 2 4 2 87.75 5 3 Q 4 2 a 87.75 5 3 0 4 2 _ m 4
U-
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 w 4 3 w 91.75 6 3 LL 4 3 W a$
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 Q 4 3 Q 95.75 fi 3 W 4 3 W ':4 z
191.75
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 E' 36.13 x 79.75 6 4 E 4 3 U
6 3 8 4 3 5 83.75 6 5 8 4 3 5 83.75 6 3 4 3 B3.75 6 4 0 4 3 p 83.75 6 4 Q 4 3 4
6 3 8 4 3 5 E7.75 6 5 8 4 3 5 87.75 7 3 4 3 87.75 7 5 LL 4 3 LL 87.75 7 5 d 4 3 d
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 w 4 3 K
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 95.75 7 5 = 4 3 z 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 4 3 4 36.75 x 79.75 6 4 4 3 z
64 3 5 83.75 6 5 9 4 3 5 83.75 6 3 4 3 83.75 6 4 4g 83.75 6 4 4 3 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 87.75W75
435 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 4 35 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 4 3
A.LYNN MILLER,P.E.
P.E.H 58705
2X WOOD 13/4" 1 3/4" 2X WOOD
BUCK,NOTE 2 3.4 KSI MIN.CONC. �MIN E.D. MIN E.D. BUCK,NOTE 2 3.4 KSI MIN.CONC. 1 3/4'MIN.E.D.
1 X WOOD BUCK,NOTE 2 rRoDucr REVISED
I 3/8"TYPE I w wply4og*fib the FlMds,
•
1 3/8"TYPE 1
1XWOOD 1 3/4"TYPE 2 tftpft.celg�14-642fL.1
1 3/4"TYPE 2
177
BUCK,NOTE 2 1 318"MIN. Ezpkow Do
MIN. 3
CONC.
1 'M- AN
114 MAX. 1/4"MAX
SHIM 1/4'MAX 114"MAX. SHIM
SHIM SHIM
WOOD EXT_ CONC.
ANCHOR WOOD EXT.
�CONC. EXT. I
EXT_ TYPE 2 OR 3, ANCHOR, ANCHOR ANCHOR, LL
TYPE
n
NOTE 1
NOTE 1 NOTE 1 TYPE 2 OR 3.
1 1/4-TYPE I OR 2(CMU) lifNOTE 1 0'
DOOR HEAD(WOOD) DOOR HEAD(CONC) 1 3/8"TYPE 1(CONC) 0 4
1 3/8" SIDE :-AD(WOOD) SIDE LITE HEAD(CONC) U) is 0 ;� —
1/4"MAX.SHIM MIN. 114"MAX. 1314-TYPE 2(CONC) 1 1 1/4"TYPE I OR 2(CMU) 60 9
SHIM1/4'MAX.SHIM 114"MAX.SHIM I Of I
_T 13/8"TYPE 1(CONC) (6 0
"......::1314'MIN.E.D. I 13/8"MIN. T 1314"TYPE 2(CONC) 9 Ul
i:,,. 13/4" 1.-
qp CONIC.
WOOD
ANCHOR MIN.E.D.
ANCHOR,
ON CONC NOTE 1 amm.mmmI> Lu
STAGGERED ANCHOR
1.5 KSI MIN.CMU OR U) ILL.
% 0
CENTERS,- ON r \—WOOD 3.4 KSI MIN,CONC. 06.
TYPE STAGGERED OANCHOR,
2 OR 3, CENTERS, 13/4"MIN.E.D. cn
TYPE _j
< 0 U)
1X WOOD BU( 2X WOOD EXT. NOTE F-
2X WOOD EXT. "!l; I 3/4"MIN.E.D.
NOTE1 NOTE I .1 2 OR 3, Ij
-A
BUCK,NOTE 2 NOTE 1.5 KSI MIN.CMU OR BUCK,NOTE 2 lXWOODBUCK,NOTE'! LLI
3.4 KSI MIN.CONC. EXT. o 1: "-z
DOOR JAMB(WOOD) DOOR JAMB(CONC) SIDE LITE JAMB(WOOD) SIDE LITE JAMB(CONC) LLI w
(D Z
WOOD ANCHOR TYPE 2 ANCHOR, LLI
9 W
WOOD ANCHOR,TYPE 2 OR 3 N . , T
CONG ANCHOR NOTE 1 OR 3,NOTE I El
O
1XWOOD 0 LL
EXT 3:
EXT. BUCK,NOTE 2 8 8 (_)p. =) ILL
EXT. E NOTE z
1/4"MAX. /441MAX 1/4!'MAX.
SHIM SHIM 1/4"MAX. <
1 c%
HIM
1 3/8"TYPE 1
O
13/8"MIN 13/8•MIN.
1 314"TYPE 2
318"TYPEl
3.4 KSI MIN :'-.1 3/4"TYPE 2
1 31N 3.4 KSI MIN.CONC. CONC
2X WOOD BUCK,NOTE 2 [N.E.D. 2X WOOD BUCK,NOTE 2 1 3w' 62 w
____l �;':o 0
DOOR SILL(WOOD) DOOR SILL(CONC) MIN.E.D. x
SIDE LITE SILL(WOOD) a 0
SIDE LITE SILL(CONC) o;j
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 13/4". FOR WOOD INSTALLATIONS USE .......
#12 SCREWS,G5(TYPE 3)OR ELCO 1/4-SS4 CRETE-FLEX ANCHORS EMBEDDED 1 3/8"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 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,NON-SHRINK,NON-METALLIC GROUT(3400 PSI MIN.),(DONE BY OTHERS) 6 lb
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,30ft FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION.
A.LYNN MILLER,P.E.
P.E�ft 58705