HomeMy WebLinkAboutNotice of Acceptance (2) MIAMI-DADS MIAMI-DADE 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.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. 1/4"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.
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 I 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
MIAM!DADE COUNTY Expiration Date: October 18,2017
Approval Date: July 21,2016
Page 1
1`�
SHOP DRAWING REVIEW
NO EXCEPTIONS TAKEN
CORRECTIONS NOTED
F"! ,"S, RESUBMIT
i,r:nt SPECIE
D IT ;A
'AfMi THE DESIGN
*iTH THE
CON-
TRACTOR IS RE—S.; f7CR DIMFNISIONS, TO BE CON-
FIRMED.Af'll)CORRELATED AT THE JOB SITE; FOR INFORMATION
THAT PERTAINS SOLELY TO THE FABRICATION PROCESSES OR TO
TECHNIQUES OF CONSTRUCTION; AND FOR COORDINATION OF
THE WORK OF ALL TRADES.
FUNNVOLD ARCHITECTURE,INC.
AT:-
DATE BY 711
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 915-0528.24)
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).
1 ,%
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. 14-0111,10 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) :ASTM LORIDA BUILDING CODE(FBC),5TH EDITION
ASTM E1300-09
•ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION PRQDgCf REVW0
1.GLAZING OPTIONS: -ALUMINUM DESIGN MANUAL,ADM-2010 i*e*Lplybxwfthd.Fw"
A.3/8"LAMI NOM.(.4021 CONSISTING OF(1)LITE OF 118"ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR •AISiS100-07/S2-20t0 "��rA Rt �/�oL t9•/T
SAFLEX/KEEPSAFE MAXIMUM PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. ��� T7 �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 , w
MAXIMUM PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. D1atlrProiteelCwdv
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"LAM[NOM.(.465")CONSISTING OF(1)LITE OF 3116"HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE CN ILL.
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.
TOPIC SHEET O
2.DESIGN PRESSURES:SEE TABLES 1 AND 2 ON SHEET 2. to 0 d �
X NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. GENERAL NOTES............ 1 O _
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. CONFIGURATIONS...........1 of o 0
GLAZING DETAILS...........1 to z O
3.CONFIGURATIONS:X,0,)XX,XO,OX,XXO,OXX,OXO,AND OXXO. gLLI
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 J
REQUIREMENTS SEE SHEETS 8 THROUGH 10. VERT.SECTIONS.............4 = _I LU
5.SHUTTERS ARE NOT REQUIRED. HORIZ.SECTIONS........... 5 o Q p O
PARTS LIST.......................6 H (n LL
6.SEALANT:INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. LL
7.REFERENCES: EXTRUSIONS................... 6.7 ANCHORAGE.... w oi3 g O
...............8-10 a H—
TEST REPORTS FTL 4964,5212&6864;ELCO ULTRACON NOA'S:;ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM 0
a 0 O
DESIGN MANUAL.. m Z_
8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY o s p I--
HURRICANE ZONE(HVHZ). GLASS ABBREVIATIONS z Z
9.CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: AN.=ANNEALED _
A.THE LOWER DESIGN PRESSURE FROM TABLE 1.OR 2.PREVAILS. HS.=HEAT-STRENGTHENED CID Z
B.FULL LENGTH REINFORCEMENT(ITEM 22 SHOWN IN SECTION E-E,SHEET 5),IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TP.=TEMPERED
LU
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 LL _O
ji co
93 8 �
93 91 ILL
O
oZ �Q
30 30 30
80-83 �
N
N Maj �
73 112"GLASS BITE 73 1/2"GLASS BITE 74 1/2"GLASS BITE'
SU m41
EXTERIOR EXTERIOR EXTERIOR No v2 a'� 4•
a 94 a 94 a 94 y Lz
s= zw
1/8"AN.OR 3/16"AN.OR 1/4"AIRSPACE 3/16"HS.
HS.GLASS HS.GLASS I t I
3/16"HS. 3/16"HS. GLASS
.090 PVB INTERLAYER GLASS .090 PVB INTERLAYER GLASS 3/16"TP.GLASS `\ `�[�YPIN
(DUPONT BUTACITE OR (DUPONT BUTACITE OR ��:`,• �CEN:.F • !'
1/8"HS.GLASS 1 a
SAFLEXlKEEPSAFE SAFLEXIKEEPSAFE .090 PVB INTERLAYER xY
MAXIMUM) MAXIMUM) (DUPONT BUTACITE) yr: No.53705
3/8"NOM. 7116"NOM. 13/16"NOM. -
GLASS STACK GLASS STACK GLASS
STACK - O
� w;
'•. SCAT-OF Z�
3/8"LAW NOM. 7/16" LAMI NOM. 13/16"LAW IG NOM.
GLAZING OPTION A OR B, NOTE 1 GLAZING OPTION C OR D, NOTE 1 GLAZING OPTION E, NOTE 1
d'LAMN MILLER,P.E.
P.E.#58705
TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS
APPROVED CONFIGURATIONS:UK XX,O,OX,XO,OXO,XXO,OX w*�the
X&OXXO NOTES: ►Ro°°*'9
(FOR DOORS W/SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAIL rx
S) 1.GLASS TYPES: na "� r,keFl,�d�
3/8"LAMI 1/8"A,.090 PVB,3/16"HS) �"m NO X-6625'I-7
A
REINFORCEMENT IS REQUIRED AT DOOR&SIDE LITE CONNECTIONS (
B.3/8"LAM[(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,3116"HS) l reaa HEIGHT cmna-
D.7/16"LAMI(3/16"HS,.090 PVB,3/16"HS)
X_WIDTH XX WIDTH 68-79 31W' 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,3/16"HS)
3° 37 1/2" g° 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 04 LL
MAX.OX/XO WIDTH = 731/2" V I-
O WIDTH SINGLE SIDE LITES WITH GLASS TYPE A MAX.OXO WIDTH=1091/2" 'S o U
MAX.XXO/OXX WIDTH=1073W 0 p
27 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75,0 -75.0 +75.0 -75.0 cn D
MAX.OXXO WIDTH=143 3/4" O g
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" e E fA 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 Fw
SINGLE SIDE LITES WITH GLASS TYPES B,C, -
D OR E FBC. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE.
O WIDTH 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 0
5.EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: ca LL
TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR/SIDE LITES ONLY 'O
APPROVED CONFIGURATIONS:OX,XO,OXO,XXO,OXX&OXXO EX.A FROM TABLE 1. 0 N
O
(THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) OXO WITH GLASS TYPE A o W O
30"WIDE x 90"HIGH SINGLE DOOR WITH 29"SIDE LITES -
REINFORCEMENT IS NOT REQUIRED AT DOOR 8;SIDE LITE CONNECTION s
GLASS TYPES A,B,C,D ORE DESIGN PRESSURE=+67.6!�7.6 PSF a) U Z
HEIGHT EX.B FROM TABLE 1. W W
OXXO WITH GLASS TYPE A D- � r
X WIDTH XX WIDTH 68-79 3/4" 70-83 3/4" 87 314" 91 3/4" 80-95 3/4" 68"WIDE x 85"HIGH DOUBLE DOOR WITH 36 1/2"SIDE LITES Z o
2° 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_+70.4/-70.4 PSF
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. f w J 2
OXO WITH GLASS TYPE C Q h
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
28 31 112" 5° 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 ® O N N
28 33 1/2" a 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 c x I,,
35 1/2" 67 3/4" +38.1 -38. +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 =�I $•y a
DESIGN PRESSURE=+43.1/-43.1 PSF 40 0
3° 37 1/2" g° 71 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.D +34.0 -34.0 +34.0 -34.0 o�a o
O WIDTH GLASS TYPES A,B C D OR E 6.FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1,WHICH $Z 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 -75.01 CONNECTION SEE SECTION E-E,SHEET 5 FOR REINFORCEMENT U.
12 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -15.0 +75.0 -75.0 +75.0 -75.0 DETAIL.
SINGLE 191. +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 +34.0 -34.0 +34.0 -34.0 +34.0 34.0 +34.0 -34.0
'A.LYNMMILLER.P.E.
P.EN 58705
36
36
36
�731/2" t MAX" MAX"�f— SEE NOTE3y}--MAX." MAX^�r—SEE NOTE3--��MAX" `�' P��i#°mme
w,a■ (5.&
Ampft-,Nu 16-66E&Wmim Dal.
•17
49 49 41 nrnw iedettcwk i
49
95 314" (A F
103 (TYP.) U) s o a
103 103 0 o
w �o
Er �E Er �E Er �E E� EE EI �lE -i
x o 0 1 x 1 0 o x Ac . x INAc1r 1 0 0
cn LL
SEE NOTEA-� SEE NOTE 4�� SEE NOTE 4 SEE NOTE 4 SEE NOTE 4 O O
OX OR XO OXO OXXO 41
O U)
36 3/4" O -°Z
71 3/4"MAX. MAX. _
371/2" 24 9l16"MAX.� Z
33 5/8"MAX.
AMAX A DLO(TYP) B DLO(TYP.) G Oz III
it
LL O
95 3 G 8 S W • g 0
49 MAX.)� 49 41
HT. Q ,
1 TYP. 95 3/4"
MAX.
84318" 103 (TYP.) ® . a N
TLO / E2
84 3/8" a
MAX. a'
C. DLO' Z.O. a
(TYP.) DOOR Zoo 0
DLO HEIGHT =HEIGHT-11 3/8" d Y
40" DLOWIDTH'X' =DOOR WIDTH-1215/16" o= Z w
(TYP.)C ID CI IC F r �F DLO WIDTH'XX'=DOOR WIDTH/2-11 5116"
IINA tLACO SIDE LITE
1j DLO HEIGHT=HEIGHT-11 318"
DLO WIDTH =WIDTH-3 1!8"
A� X A� B xx O
NOTES: 41
1.FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10.
2.FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4AND 5. - "."' �6_ " '
3.SIDE LITES OVERLAP')'AND'))'DOORS BY 3/4"WHEN ASSEMBLED TO MAKE'XO','OX','OXO''XXO','O))'AND'OXXO'CONFIGURATIONS.
4.REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS(SEE APPLICABILITY SHEET 2).
5.CLEAR OPENING FOR')'AND M'DOORS AS FOLLOWS: ('X'DOORS=WIDTH-5.646) ('XX'DOOR=DOOR WIDTH/2.4.079) A.LVNN'Ir11LLER,P.E.
P.E.#58705
3 WRODuct kniseu.
�aaMyt.e�mr ac w..+a.
40 e:�w,�,h �,r
7
EXTERIOR INTERIOR ci l�
' - �?A�2 sx`ASNrctCanfml
10 1 2 60 Y �2 >"
to
l
AT HEAD/JAMB37 60 AT SILUJAMB 01 0O S O A
CLEAR-COLORED `: O
SEALANT cd g O
EXTERIOR INTERIOR w a
62
w
63 co
0 0
LL
U) Ov
Z o
_ Az
MAX. U
MAX. MAX. MAX. SIDE w U
DLO DOOR DLO LITE 62 J w
HEIGHT HEIGHT U O
8W �LL
N N
® Ma OWN N
O IJ`Xf� zC,
Z 1�(O•�, Q
SL VIEW G-G :`<
CORNER ASSEMBLY oZ Z
30 61 U
LL
12
40 �.aes
13 DOOR SECT.A-A SL SECT. B-B
VERTICAL VERTICAL
A:LYNN MILLER,P.E.
P.E.#58705
4 49 �onue r sevrseo
�nrr�a..a�rYe nwta.
dwrm.ac a.
MAX.'XxWIDTH Acarpa.arye�� a[�yr7
�er'fbiAr NC p,y`-`
• • N_ LL
co
a o o
o a
_MAX. O $ 6
DLO 'XX'SECT. C-C DLO, 31 g vi �ft o
LLI
35 36 34 44 HORIZ. 46 45 5 32
MAX.'X'WIDTH 20 pL
�
cA oa
O p
~ O U)
o Z
INTERIOR J U
LZ
o Z It
O LLyo
�MAX.� BnR �
DLO 'X'SECT. D-D K
46 21 HORIZ. EXTERIOR
5
/-(
SPACING,SAME ASn a N
67 JAMB ANCHOR SPACING ® U a N N
MAX.SL WIDTH-�{ MAX.SL WIDTH
(SEE SHEETS 7,8 AND 9) r
O x�
ZUm4
Ll
62 woo 0
>ox
o= Z
U
66
h'pAX' 22 SEE TABLES 1 AND 2 AND DLO `{ 11
NOTES ON SHEETS 1&2 6 r�
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.#60705
ITEMDWGS lPGT# DESCRIPTION
1 9439 BD411 FRAME HEAD
2 1010 6Q300 WSTP.,O-LON.190 X.375 HIGH PHPOIICr REVISE►!,
3 7070 67070K BULB WEATHERSTRIP.137 X.300 HIGH !us-wfq�w8111rc Fl.dd.
4 955 7955X FLUSHBOLTSTRICEPLATE
5 93s 7938X 2 PT.LOCK STRIKEPLATE AmppKe pIu ILA-�d�C�2p9�•(']
6 956 7958A FRAME HEAD STRIKEPLATE BACKING PLATE SILICONE HOT-MELT BUM Ear~ -'-IT"T`7
ll
7 7832X12FPXP #&32 X.500 PH.FL MS-B.S.WISIUCONE PATCH STRUCTURAL fl�
8 995 70995 GASKET(BETWEEN THRESHOLD&FRAME JAMB - SILICONEtk' ndwt Cmunl
STRUCTURAL 3/16"NOW.
9 998 T0996 GASKET(BETWEEN HEAD 8 FRAME JAMB) 114"NOW. FOAM
10 952A 6533016 FILLER HEAD ADAPTER POLYISOBUTYLEN W�
11 11000 61100oM OUTSWING THRESHOLD WITH DESICCANT DESICCANT
12 1670 671670 WSTP,.350 RD FOAM FILL TSLOT(AMSBURY#32011)
13 11004A 611004M OUTSWING THRESHOLD CHANNEL COVER EXT.GLASS EXT.GLASS Y 04 LL
14 11001A 411001A ACETAL SPACER.065 INHOUSE INJECTION MOLDED)
15 11002A 411002A ACETAL SPACER.095 INHOUSE INJECTION MOLDED) ~
16 11003A 411003A ACETAL SPACER.140(INHOUSE INJECTION MOLDED)
20 915D 80380 FRAME JAMB(OUTSWING) rn O Q r
21 1010 60300 WSTP.,Q-LON.190 X.375 HIGH INT.GLASS INT.GLASS ,O
22 6608 6660BM REINFORCEMENT,1.000 X2.750 X0.650,6061--T5 Q. O
23 1140 78X112PSATS #8 X 1.5W PH SO A TIS
2A 1048 71048 JAMB SCREW COVER CAP KODISPACE SUPER '-7 C6
25 9W 41721N STRIKE PLATE INSERT gD 4SG TPS B1 SPACERV NXTTM `-
26 1118 710xH4PFA #10 X.750 PH.FL SMS
27 7070 97070K BULB WEATHERSTRIP.I67 X.300 HIGH J
30 910D 6910 DOOR PANEL,TOP&BOTTOM RAIL LLI
31 911E 6911 DOOR PANEL SIDE RAIL t7
32 917 7FRMO HPIGE EXTRUSION rn LL
33 1178 71056FP W,8 #10 X.625 PH.FL.SMS ALUMINUM .6 O
34 913A 60378M TRUSS CLAMP
35 1130 6TRODA 5116.18 THREADED ROD REINFORCEMENT O t'
POLYISO- DESICCANT FILL AREA
36 990 7990NUTA 5116.18 FLANGED HEX NUT BUTYLENE 5/16"NOM. (n
37 914A 603T9M WEATHERSTRIP CHANNEL 5/16"NOM. SEAL
38 7834FPT 98 X.75 PH.FL TEK BUTYL& SILICONE SEAL pg Z
39 997 70997 GASKET(BETWEEN PANEL HEADISILLB PANEL STILES DESICCANT ROLL-FORMED = 01
_ 40 1023 67924G WSTP.,.187 X.250 HIGH,FINSEAL - FOAM STAINLESS STEEL Z
41 926 41720 SLIDE BOLT ASSY.(INACTIVE PANEL ONLY
42 1145 76X12FPAW #6 X.500 PH FL SMS TYPE BDS EXT.GLASS LLi r
43 1212 TP30GG SILL DUST PLUG INACTIVE PNL) EXr.GLASS
44 983B 6983 DOOR PANEL ASTRAGAL 1(OUTSWING) t7
OO LL r
45 9B4B 6984 DOOR PANEL ASTRAGAL 2(OUTSWING)
46 1213 602WK WSTP.,Q-LON.190 X.200 HIGH LL
47 929 74UBLOK LOCK SUPPORT ABBY.(41707&41708) INT.GLASS INT.GLASS 8 Q J
48 1139 7634F #6 X.750 PH.FL SMS LL D_ F Q Jj
49 982 FD2PTAY 2 PT.LOCK ASSY. DURASEAL® XLEDGETM
50 6R180FS RUBBER SLEEVE g2 O
51 930 41721 STRIKE PL.INSERT(INACTIVE PANEL) SPACER SPACER S '°
52 931 7FRSPX DEADBOLTSTRIKEPLATE ® HE n m
53 1118 710X34PFA #10 X.750 PH FL.SMS
54 957 70957X HANDLE STRIKE PLATE ~
55 11118 710)34PFA #10 X.750 PH FL SMS p
60 IMD 16=D SIDEUTE HEADER Part# Description Material =S2�'tn
61 921D 6921 SIDELNE SILL v- g 4
�a e2 1916B 6=1 SIDEUTE JAMB 80 Kommeding 4SG TPS Spacer System � x
63 11155 781POA #8 X 1.0W QUAD PN.SMS See this z
64 19M TM HEAD GASKETS(STOCKING#70998) 81 Quanex Super Spacer nXiwith Hot Melt Butyl o2E
65 999 7999 . SILL GASKETS(STOCKING#70999) 82 Quanex Duraseal Spacer Sheet for
Materials
68 934A 61641M SIDEUTE JAMB ADAPTER-
87 #12X1.0DO SHEET METAL SCREW 83 Cardinal&Edge Spacer
70 712653K SETTLING BLOCK,3132'X 1l4'X 1'WIPSA REFERENCE TE RE ORTS:FTL-8117,896E&8970 _
71 71267K SETnNG BLOCK,1116"X 1/2'X 1"WIPSA - .-
72 4222A 84222 BEAD,7l18'
73 9W 6988 BEAD.3/8' .. ..
92 988 64986 BEAD,INTERIOR -
93 1224 6TP247 ISULB,THICK(USED IN EXTRUDED BEAD) -
94 GLAZING SILICONE,DOW 899,983 OR EQUIVALENT
95 GLASS,3/8'LAMI-1/8'A,.90 PVB,311W HS
96 GLASS,3/8"IAMI-1/8'HS,.90 PVB 3116-HS
97 GLASS•7116"LAMI-3/18'A,.80 PVB,3116'HS .... ..
98 GLASS,7118"LAMI-31E6'HS,.90 PVB,3116'HB
102 110-C HE L6A 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 A`
103 OFF THE SHELF DEAD BOLT LOCK A.LYNN MILLER,P.E.
P.E.968705
w) �
1,750 1.750 +-1.750 PeonuC r RMSeo
1.750 � aswffjc. with.We Florfd�
lII 1.620 Lgidle�Qedc
1�+ .480 �{ OSO Aaripuceno IL_n6 Zq._
tEipkaltrw Arc 4 �7
.250--' �fEde EMAr ue�C�npd
4.726 37 WEATHER
4.626 4.726 4.726 .062 3.000 .050 STRIP CHANNEL X N LL,
6063-T5
4.000 062 4.100 .062 4.100 .062 4.675 0.375 3: O` U
4.675 d Q
4.100 `
sm`O � o � uj
, w o
O DOOR FRAME, 2.fj
.125 0 a L z o
ZO JAMB -j6063-T6 J
DOOR PANEL DOOR PANEL p Lu o
30 TOP 8 BOTTOM RAIL 81 SIDE RAIL DOOR PANEL DOOR PANEL 1
6063-T5 6083-T5 44 INTERIOR ASTRAGAL 45 EXTERIOR ASTRAGAL HINGE cf) LL.6063-T5 6063-T5 1 576 `32 6063-T5 .6 10
1.50D "
31� 655- Li
3.111 1 1251 �� �-.558 J� I�-.525 �{ .890 0 o O ..F
1 .750 .683 .050 .683 .050 s s = t Z
J.550 0
1.400 050-�I 050 { -.17050 Z W
TRUSS CLAMP 318"GLAZING BEAD 7116"GLAZING BEAD 3.000. .683 O D_ o
FILLER HEAD ADAPTER 34 6063-T5 73 6063-T5 72 6063-T5 �" .7
1 6063-T6 I 8 p
--3,100--�{ -�{ 1.092 MIX
J �u-
�+ -3.000� z S LLI K Q vY
1I 74 IG GLAZING BEAD
SL JAMB 6063-TS
1.479 62 6063-T6 � a m
1.272 1.479
.504 ►� �� -9 a!
1130 rl 360 m'y
.050 5.459 .075 5.212 055-�{F�-� oiao 0
O FRAME HEAD 6.085 OUTSWING THRESHOLD oz z
6063-T6 .075 1 3
4.566 CHANNEL COVER
606346
050 2.880 I+--2.750--� -
0799 750
.489 T 050 0
650 i 125
11 OUTSWING THRESHOLD O SL HEADER SL SILL SL JAMB 6063 T6 60 SL 61 66 ADAPTER 22 TUBE MULL
6063-T6 6063 TB 6063-T5
A.LYNN MILLER,P.F.
P.E.#58705
HEAD HEAD HEAD HEAD HEAD HEAD
ZONE"C"---f ZONE"D" ZONE"D"—i ZONE"E"____i ZONE"D" ZONE"E"l /RODUC REVISED
n w4plyin whb The Flod&
AeRvw«No/b-ad25.1-r
E1Mr D.ts_ I,A, -•i
x=MINIMUM JAMB ANCHOR 1
LOCATION.
m m ¢ 41
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,
EQUALLY SPACED AS p
2 Q Q a Q Q Q REQUIRED PER TABLES et Q
3-7 ON SHEET 9. O $ C) r
c of _ 0
� c zo
LU
SIL SILLII Lu
J
�ZONEI"C°� ZONE'"D"tZONELD"� �ZONE"E"� SILL
�D"ZONE"E" Z N LL
SEE TABLE 3.,SHT.9 SEE TABLE 4.,SHT.9 SEE TABLE 5.,SHT.9 SEE TABLE 6.,SHT.9 O .6 O
HEAD HEAD HEAD HEAD HEAD HEAD HEAD HEAD HEAD HEAD EXAMPLE ¢ w co
f_ZOEE_r _ZOEE { + �Z ENE } } ZONE-{-- —{— ZONE 1 ANCHORAGE SOLUTION _ -1
II ZONE"F" I ZONE"D" I ZONE"F" I I I ZONE"F" I ZONE"F" a O W
J ❑
FOR A CONCRETE 1J � x z
OXXOINSTALLATION z
w
A.19"x 83 3/4"SIDE LITES"B"AND o
O LL r
ao ¢ co m m "E"ZONE ANCHORS FROM o '
w w w w w w TABLE 7,SHEET 9. g U
N OXO N N XXO OR OXX N N OXXO N PLUS;
¢ F
m m m m gm m
B.71 3/4"x 83 314"XX DOOR ZONE
"F"ANCHORS FROM TABLE 4, ® o N N
SHEET 9,EACH"F"ZONE. JMJ N A �
JLL^
SEE ENCIRCLED VALUES,SHEET 9 =�m
VZ LL
SOLUTION: a a o O
TOTALS(4)TYPE 1 OR 2 ANCHORS o z z
SILLZONE
O E� }— —{— '�t ONE ZONE4} 4ZONE� EACH JAMB ANDANCHORS
AT HE)
SILLSILL SILL SILL SILL SILL SILL TYPE 1 OR 2 ANCHORS AT HEAD
ZONE"F" „ ZONE"D" ZONE"F" ZONE'F" ZONE°F'
"E SEE TABLE 7.,SHT.9 E SEE TABLE 7.,SHT.9 "E E" SEE TABLE 7,SHT.9 "E" AND AT SILL. ;..•,.
EXAMPLE OF ANCHORAGE FORA 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 8
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):13114"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. A:CYNNF9ILLER,RE
P.E.#68705
TABLE 3.X DOORS TABLE 4.XX DOORS TABLE 5.0 SIDE LITE TABLE 6.XO&OX TABLE 7.OXO,XXO,OXX APPROVED ANCHOR TYPES:
(ALSO X DOOR OF XO&p_x) &OXXO PAODUCt BEYBED
1.1/4"ELCOTAPCONS "Cc 11`ty4ftgw7tiIkeRorWa
GLASS TYPES A,B.C,D.E GLASS TYPES A.B.Q D.E GLASS TYPES A.B.C.D,E GLASS TYPES A.B,C.D,E GLASS TYPES A,B.C.D,E l+moS Cede
ANCHOR TYPE ANCHORTYPE ANCHOR7YPE ANCHORTYPE ANCHOR TYPE A=Nu G Z •17
&SUBSTRATE 2.3,WOOD 1.2,CONC &SUBSTRATE 2,3,WOOD 1.2,CONC 8 SUBSTRATE 2,3,WOOD 1,2,CONC &SUBSTRATE 2.3.WOOD 1,2,CONC 8 SUBSTRATE 2,3,WOOD 1,2,CONC 2.1/4"ELCO SS4 CRETE-FLEX ErrlratiMr Date
MASONRY ANCHORS
DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES
w w 3.#12 SCREWS(GS) --`."
')C-25.50 "JOC'-47,75 wN H "0"-10.75 7C'-25.50 7C'-25.50
TO 37.50 TO 71.75 2 TO 36.75 TO 37.50 TO 37.50 ILL
a ;4 n r 4.ENCIRCLED ANCHOR
f1 fl La w ut a w b iu ZI &I :j
QUANTITIES IN TABLES 4 N LL
J J J J J J "Xx'-47.75 m J f9
m< c.m d d m 'o J a AND 7 PERTAIN TO THE Y
¢ �Ja" oFm m m m ¢ m a TO 71.75 m
nyw= N w mamma,-mot o� m n N >,0 < F-
m a a m a g ¢-¢ g a a m o` m m o m m o m m o m1 EXAMPLE ANCHORAGE p U
g ¢ g w3w w3w g g g ¢ g gSIDE ¢ g ¢
9 � x x r x o x w x o�xC w _ `sx S a, x x x x LITE _ _ SOLUTION ON SHEET 8. �d p a
WIDTH x HT. x x x x x x 3 WIDTH x HT. X a X X a X 02 WIDTH x HT. O O O 0 WIDTH x HT. O O x x 0O 0 x x WIDTH x HT. o 0 x O O X �`O $ J
Lb
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 I< m O
83.75 5 2 7 4 2 3 83.7 5 4 7 4 2 3 83.75 4 1 4 1 83.7 4 2 4 2 83.75 4 2 4 2 W g 0
87.75 5 2 7. 4 2 3 87.75 5 4 7 4q23
87.75 4 1 4 1 87.75 4 2 0 4 2 0 87.75 4 2 p 4 2 p W J
91.75 5 2 7 4 2 3 91.75 5 4 7 4, 91.75 4 1 4 1 91.75 4 2 o 4 2 o 91.75 4 2 SS 4 2 y' Z WO95.75 6 2 7 4 2 3 96.75 5 4 7 4 96.75 4 1 4 1 95.75 4 2 w 4 2 C 95.75 4 2 p 4 2 p 1-4 ❑ r
27.50 x 79.75 5 21 7 14121 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 OLL 4 2 LL 12.75 x 79.76 4 2 g 4 2 0 ❑ U 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 Lu 4 2 LU Q 06 o 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 4 2 87.75 4 2 m 4 2 Q 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 FQ 4 2 F 91.75 4 2 � 4 2 } O to
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 2 95.75 4 2 as 4 2 a 0 s 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 LL 19.00 x 79.75 4 3 a 4 2 � Q U 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
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 0 4 2 p U 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 a 4 2 Q 91.75 4 3 = 4 2 = O 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 d 4 2 95.75 4 3 4 2 Q E z4U ❑
31.50 x 79.75 5 2 8 4 2 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 o 4 2 0 21.75 x 79.75 4 3 4 2 $ Z J
83.75 6 2 8 4 2 5 LL
83.75 5 5 8 4 2 3 83.75 4 2 4 2 83.75 4 3 = 4 2 83.75 4 3 4 2 U. Q F 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 v 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 n 91.75 5 3 p 4 2 p m
95.75 7 2 10 4 2 5 95.75 8 5 8 4 3 5 95.75 5 2 4 2 95.75 5 3 uj 4 2 g 96.75 5 3 W 4 2 W ® a N N
33,50 x 79.75 6 3 8 14131 3 63.75 x 79.75 5 5 8 4 2 3 27.75 x 7915 5 2 4 2 27.75 x 79.75 5 3 y 4 2 y 27.75 x 79.75 5 3 m
83.75 6 3 8 4 3 5 83.76 6 5 8 4 3 5 03.75 5 2 4 2 63.75 5 3 Z 4 2 z 83.7 5 3 F 4 2 o o
87.75 6 3 8 4 3 5 87.75 6 5 B 41 3 1 5 87.75 5 2 4 2 87.75 5 3 < 4 2 B7.75 5 3 0 4 2 W ..'6
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 w 4 3 W a$ 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 M 4 3 Q 95.75 6 3 W 4 3 W o z =
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 F 36.13 x 79.75 6 4 E 4 3 F
83.75 6 3 8 4 3 5 83.75 6 5 8 4 3 5 83.75 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 67.75 7 5 LL 4 3 LL 87.75 7 5 � 4 3 d
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 w 4 3 K
95.7 7 3 10 4 3 5 95.75 7 6 10 4 3 5 95.75 7 3 4 3 95.75 7 5 Z vZ 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 8 4 3 5 36.75 x 79.75 6 3 4 3 36.75 x 79.75 6 4 Q 4 3 Q 36.75 x 79.75 6 4 Q 4 3 Q
83.75 8 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 g 83.75 6 4 w 4 3 w L
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 -ar 87.75 7 5 � 4 3 7 I�v
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 N 4 3 w 91.75 7 5 4 3
95.75 7 3 10141315 95.75 7 6 10141 3 5 95.75 7 3 4 3 95.7 7 5 � 4 3 95.75 7 5 4 3
A LYNN MILLER,RE
P.EA 58705
2X WOOD 13/4" 13/4" 2X 'WOOD 1 1 13/4'MIN.E.D.
— - --1 3.4 KSI MIN.CONC. MI F
BUCK,NOTE 2 3.4 KSI MIN.CONC. �MIN E.D.__�,MiN E.D. BUCK,NOTE 2 PRODUCE REVISER
7. Ix WOOD BUCK,NOTE 2
1 3/8"TYPE I
1 318"TYPE 1
1XWOOD I 3/4"TYPE 2
*D
1 3/4 E&pltafkA Dal
TYPE 2 3
13/9' BUCK NOTE 2 !A-: I 3/8"MIN.
MIN.
I W MAX. ---------- 1/4"MAX.114"MAX. 1'/4"MAX FWT-1 SHIM
SHIM
T_ WOOD
EXT_ SHIM SHIM CONG.
ANCHOR CONC. EXT. WOOD EXT* ANCHOR, LL
TYPE ANCHOR, ANCHOR
EXT_ 2 OR 3. yp NOTE I U) 4
NOTE 1 NOTE 1 TYPE 2 OR 3.
NOTE
0 CY
DOOR HEAD(WOOD) DOOR HEAD (CONC) 1 1/4'TYPE I OR 2(CMU) I- TNOTE 1 9 4 <
1 318'TYPE 1(CONC) SIDE :-AD(WOOD) SIDE LITE HEAD (CONC) v) � c> EL
13/8" 13/4-TYPE 2(CONC) 60 2
1/4"MAX.SHIM MIN. 1/4"MAX. 1 114"TYPE 1 OR 2(CMU) —
1/4"MAX.SHIM 1/4"MAX.SHIM 1319,TYPE:I(CONC) (6
LU
7T .1 3/4"MIN.E.D. 1 318'MIN. 1314"TYPE 2(CONC) I.-
WOOD CONC. 1 3/4"
H1" • w
ANCHOR I ANCHOR, MIN.E.D.
ON CONC sw— NOTE I
STAGGERED ANCHOR 1 5 KSI MIN.CMU OR u-
RS,- ON ...t 0
CENTE • WOOD 3.4 KSI MIN.CONC. ces
OC)
E STAGGERED ANCHOR, cn of'
TYPE
2 OR 3, CENTERS, 0
TYPE
3/4"MIN.E.D.
NOTE NOTE I I-, I
EXT. 20R3, < 0 U)
2X WO WOOD BUCK -A 2X WOOD NOTE LU F-
OD ix1.5 KSI MIN.CMU OR 4E)Cr.
BUCK,NOTE 2 NOTE 3.4 KSI MIN.CONC. BUCK,NOTE 2 1X WOOD BUCK NOTE EXT. ❑ z
LU
DOOR JAMB(WOOD) DOOR JAMB(CONC) SIDE LITE JAMB(WOOD) SIDE LITE JAMB (CONC) Z
LU
WOOD ANCHOR TYPE 2 CONC.ANCHOR, w —
OR 3,NOTE NOTE 0 LL -Z
WOOD ANCHOR,TYPE 2 OR 3 NOTE I CONC.ANCHOR,NOTE I 1XWOOD C I)
EXT_ EXr. i� N :� 0
• BUCK,NOTE 2 ILL
EXT_ NOTE
EXT. 1/4"MAX. 1/4.�MAX 1/4"MAX. 114-MAX Z< <
SHIM SHIM SHIM
94— AQ 4,
1 3/8"TYPE I
1 3/8"MIN.
TYPE 2
�J]8"M IN. 1 314' -TYPE1 318
3.4 KS1 sl MIN.CONC. CONC'
MIN 3/4"TYPE 2
1 3/4" 3.4
2X WOOD BUCK, , A Z O.
NOTE 2 IN.E.D. 2X WOOD BUCK NOTE 2 I- 13W 6M 0 0
DOOR SILL w
(WSIDE LITE SILL(WOOD) —(WOOD) DOOR SILL(CONC) MIN.E.D. N 0
,�am:z
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 114'SS4
CRETE-FLEX EMBEDDED 13/4'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 13/8'MIN.(TYPE 2).
2.WOOD BUCKS DEPICTED AS lx ARE LESS THAN 1 IlZ'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). -SHRINK,NON-METALLIC GROUT(3400 PSI MIN.),(DONE BY OTHERS)
3.IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED. IFUSED,NON
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.CYNN.PkLiR,RE
P.L4 58705