HomeMy WebLinkAboutNOA; Series FD-101 Aluminium Outswing French Doors with or without Sidelites�s�ti FILE COPY
l`?11� �9I #�DDIE: NIIANII-�aAI)rr COUNTY
,C
t,'= g4pi
PRODUCT CON` ROL SECTION
AM
11805 SW 26 Street, Room 203
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADIYIII`i1STRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA
PGT Industries, Inc.
1076 Technology Drive
North Venice, FL 34275
ivww, miamid ad e, govleeonomy
;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 performs in the accepted
manner, the manufacturer will incur the expense of such testing and the AHi 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,
: Series "I+'D-101" Aluminum Outswing French Doors w/wo Sidelites--
Pg�B SAL + ray Nb: 1-f9�—ez� G,�it1Pd "A1+►m rch Door-Bv .Sidelites; lmpact", sheets 1
through 15 of 15, dated 04/04/2012 and last revised on 09/17/17, prepared by POT 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 bade County Product Control Section.
NIISSITI E INTPACT RATING: Large and Small Missile Impact Resistant
Limitations:
I . Use of Tables 1 or 2 (sheet 2) requires full length reinforcements (item # 22) for OX, XO, XXO, OXX, OXO and
OXXO configurations. The lower design pressure from table I or table 2 shall control.
2. Standalone X, XX and O configuration unit do not required, reinforcement (item 922).
3. Applicable Egress operable doors must comply with min clear width & height per FBC, to be reviewed by AHJ.
4, Ix or 2x buck to be properly secured to sustain imposed load and to be reviewed by AHJ.
LABELING, Each unit shall bear a permanent label with the manufacturer's name or logo, city, state anti 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 perforniance of this product.
`.T.CRMINATION 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.
ADVT,RTZSRME,NT: 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.
INSPJUXTION: A copy of this entire NOA shall be provided to tho 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 #16-0629.17 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval
document mentioned above.
The submitted documentation was reviewed by Ishaq 1. Chanda, P.E.
�'ul Na�g .
.., AR. Y�1! UNION
17-0504.04
Expiration Date: October 18, 2022
Approval Date: September 28, 2017
Page 1
PGT Industries,_1ne.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
.1. Evidence submitted under previous approvals
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 & Sidel.ites,: Impact", sheets 1 through 10 of
10, dated 04/04/2012 and last revised on 09/08/16, prepared by PGT Industries, signed and sealed by
Anthony'Lynn Miller, P.B.
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 -Vjind 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.(submitted under file #16-0629.17)
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 Alunlinitrn outswing doors w/sidelites,
prepared by Fenestration 'Festing 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 stLuctural analysis dated 05/22/15, complying with FBC-
214 (5th Edition), prepared. by PGT, signed and sealed by Lynn Miller, RE.
2. Glazing complies w/ ASTME-1300-02, 04 & -09.
D. QUALITY ASSURANCE
1.7� scott archer studio, inc. I
SustainahleArchilecture - Interiors-Plannhao- Consultino
Review is for general contractor conformance with the
design concept and the contract documents. Any action
taken is subject to the requirements of the plans and
specifications. Contractor Is responsible for verification
of all dimensions, fabrication, means and methods of
construction and coordination with all other trades.
Nothing marked on these drawings authorizes changes
In the construction cost or contracted time frame.
® NO EXCEPTION TAKEN ❑ REVIEW AS NOTED
❑ REJECTED RESUBMIT: ❑ YES
® NO
and Economic Resources (RER).
E-1
's�,, I. C..LAIv�,-
ishaq I. Chanda, P.E.
Product Control Examiner
NOA No. 17-050a.01
E;epiratlou Date: October 18, 2022
Approval Date: September 28, 2017
nATF• 03,28.18 Rv. Archer
PGT .bidustries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
:L. MATERIAL CIAZTIFICATIONS
1. Notice of Acceptance No. 14-0916.10 issued to Kuraray Ammerica., 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) fonxier
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(5th edition) and letter of no financial interest;
prepared by PGT, dated 05/22/1.5, signed and sealed by Lynn. Miller, P.E.
2. Lab compliance as pail 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.
2. New Evidence submitted
A. DRAWINGS
1. Drawing No. 11005-1 Rev G, titled "Alum. French Door & Sidelites, Impact", sheets 1 through 15 of 15,
dated 04/04/2012 and last revised on 09/1.7/17, prepared by PG 1' Industries, signed and swi.led by Anthony
Lynn Miller, P.E.
B. TEST'S
1. None.
C. 1. Anchor verification calculations and stntctural analysis dated 08/01/17, complying with FBC-
2014 (5TH Edition) & 2017(611' Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E.
2. Glazing complies w/ ASTM&-1300-02, 04 & -09.
D. 1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Xuraray America, bic. (former E.I. DuPont
DeNemours & Co., Inc.) for "Trosifol: Ultra clear, clear & color PVB glass interlayer" (former
"Kuraray Butacite PVB Interlayer)", expiring on 07/08/19.
2. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA.) former
Solutia Inc, for their "Sallex Clear or colored interlayer", expiring on 05/21/21.
F. STATE IWENTS
1. Statement letter of confonnance to FBC 2014(5t1 edition), FBC 2017(6th edition) and letter of no
financial interest, prepared by PGT, dated 08/01/17, signed mid sealed by Lynn Miller, P.E.
G. OTHER
1. This NOA revises & renews NOA #16-0619.17, expiring 10/18/22.
Ishaq 1. Chanda, P.E.
Product Control.Examiner
NOA No. 17-0504.01
Expiration, Date: October 18, 2022
Approval Date: September 28, 2017
E-1
SERIES 101 OUTSWING, IMPACT RESISTANT
FRENCH DOOR AND SIDE LITE
1) GLAZING OPTIONS: SEE BELOW.
2) DESIGN PRESSURES: (SEE TABLES 1-4 ON SHEET 2.
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD.
3) CONFIGURATIONS: X, O, XJ( XO, OX, MID, OXX, OXO, AND OXXO.
4)ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR
ANCHORAGE REQUIREMENTS SEE SHEETS 6-11. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS,
THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE
FBC, CURRENT EDITION.
5) SHUTTERS ARE NOT REQUIRED.
6) SEALANTS: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED
SEALANT.
7) REFERENCES: TEST REPORT FTL-4964, 6212 & 6864; ELCO ULTRACON & CRETEFLEX NONS
8)THIS PRODUCT HAS BEEN DESIGNED &TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
9) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA
BUILDING CODE. APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY AUTHORITY HAVING
JURISDICTION (AHJ).
DESIGN PRESSURE RATING
I IMPACT RATING
SEE TABLES 1 -4
ON SHEET 2
RATED FOR LARGE & SMALL
1 MISSI c IMPACT RESISTANCE
e,oA
Min,
Anchor
Frame
Min. Edge
Embedment
Group
Anchor T
Type
Member
Substrate
Distance
or Metal
Thickness
1/4" Elco 01trad0;7D
A11
Concrete (min. 2.85 ks)
1-W4'
13/S"
1
F,= 155 k31, F,= 177 ksl
.lamb
Hollow Block (ASTM CSO)
13141
1-V41
All
Concrete (min. 3.35 ksi)
13/4'
1314"
2
114P 410 SS ElcO CreteFlex®
Jamb
Hollow Block (ASTM CSO)
13/4°
1-114"
All
southern Pine (SG a 0.65)
1"
13/8°
F -127.4 ksi, F -189.7 ksi
All
Southern Pine (SG 0.55)
9/16"
1-3/8"
3
:12 Steal SINS (Gr. 5)
All
6063-T5Aluminum
31W
lie"
1) ALL ANCHOR HEAD TYPES ARE APPLICABLE
2) MIN. OF 3 THREADS BEYOND METAL SUBSTRATE-
3) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA
BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
CODES STANDARDS USED:
c201T FLORIDA BUILD ING CODE (FBC), BTH EDITION
a2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION
-ASTM E1300-09
cANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION
cALUMINUM DESIGN MANUAL, ADM-2015
cAMI S100-12
c AISC 360-10
GENERAL NOTES ............
1
GLAZING DETAILS ...........
1
DESIGN PRESSURES.....,2
VERT. SECTIONS ...... ......
3
HORIZ SECTIONS ...........
4
PARTS LIST ......................
5
EXTRUSIONS ...................
6
ANCHOR QUANTITY ........
7-13
INSTALLATION.................14-15
INSTRUCTIONS: 7116" NOM. lags° NOM.�:
1) DETERMINE THE DESIGN PRESSURE, OP REQUIREMENT IT NOM4 i GLASS STACK GLASS 53CK I`
(LBS/FT') FORTHE OPENING USING THE ASCE-7 STANDARD. r SS STACK -3116' HS GLASS
3116" GLASS ��IL 311T HS GLASS 118° HS GLASS
2) ON SHEET 2, TABLES 1 & 2 REFER TO PRODUCTS THAT ARE .090" P B1 OR PVB2 l D90° PVB1 OR Pv02 \ .090" PVBt
REINFORCED. TABLES 3 & 4 REFER TO PRODUCTS THAT ARE INTERLAYFa2 PITERLAYER 1/4-AIRSPACE
UNRE(NFORCED. DETERMINE THE DESIGN PRESSURE OF 1!8° OR HS GLASS-� 316" AN OR HS GLASS—� 3116 7P GLASS OR LA
INTERLAYER
YOUR PRODUCT USING THE APPROPRIATE SET OF TABLES. — n
EXAMPLES ARE GIVEN ON SHEET 2. THIS DESIGN PRESSURE '93) (g�-�` 91J I ' 94
NEEDS TO BE HIGHER THAN THE OPENING'S REQUIRED
DESIGN PRESSURE FROM STEP 1. 72 112' GLA S 73 j1/2'GLASS74 12' Gu+ss
BITE BITE BITE
3) DETERMINE YOUR ANCHOR GROUP FROM TABLEA THIS 30 30 `T 80 83
SHEET AND YOUR GLASS TYPES, (A- D), FROM THE GLAZING (71 ��11 71
DETAILS ON THIS SHEET, a ,_ C 30
a "•
4) FROM SHEETS 7-13, FIND THE SHEET THAT PERTAINS TO _RMO 3!S" LAMI NOM. MATMO`y 7116" LAMI NOM. g
YOUR PRODUCT AND DETERMINE THE ANCHOR QUANTITIES 13/16" LAMI IG N
REQUIRED. GLASS TYPE: A, (PVB1), GLASS TYPE C, (PV81), GLASS TYPE E
E
SS TYPE B PVB GLASS TYPE D, (PV82)
5) ANCHORS ARE TO BE INSTALLED USING THE LOCATION
GUIDELINES GIVEN IN THE NOTES ON SHEETS 7-13. SHEET 14
& 15 SHOW INSTALLATION CROSS -SECTIONAL DETAILS.
AN =ANNEALED
HS = HEAT -STRENGTHENED PVB1 = .090" TROSIFOLO PVS BY KURARAY AMERICA, INC.
TP =TEMPERED PVB2 = ,090" SAFLEXIKEEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL CO.
MODUC£ 3E°JWA&'
,s+al. ftw'kb am Fla11mn
bubgraec& 1-7-0.r"i- D r
AacytmwNo
xh
y`sea,;is�tc
a F) REORGANIZED SHEETS AND
•- UPDATED TO FBC 2017, ADDED
TABLE A ALUM, SUBSTRATE.-
' JR-04/11IM7
TABLE 1:
DESIGN PRESSURES FOR REINFORCED DOORS, ALL GLASS TYPES
X FRAME XX FRAME FRAME HEIGHT
H WiOTH 6'-79314" 7°-83314" 87314" 1 913W'
° 371/2 0 71 314 +75.0; -75,0 +76,0 .75.0 +75.0; -75.0 75.0 -75.0 75.0 -75A
DESIGN PRESSURES FOR REINFORCED SIDE LITES
GLASS
TYPES
FRAME
WIDTH
FRAME HEIGHT
68-793/4"
7'-83314-
8731-P
91314"
8°-95314"
27314'
+75.0
-75,0
+75.0 -75.D
+76.01 -75.0
+75.0
-75.0
+75.0
-75.0
A
36118"
+75.0
-75.0
+75.0 -75.0
+71.4 -71A
+67.6
-67.6
-1-64.2
-54.2
36 314"
+75.0
-75.0
+74.91 -74.9
+70.41 -70.4
66.6
-66.6
+"A
-63.1
13, C, 0 OR E
36 314"
+75.0 i -75.0
+75.0 1 -75.0
+75.0; -75.0
+75.0
-75.0
+75.0
-75.0
FOR MAX. SIZES OF COMBINED UNIT5, SEE SHEEI-S W-13.
DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS
REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE. APPLICABLE EGRESS
REQUIREMENTS TO BE REVIEWED BY AUTHORITY HAVING JURISDICTION (AHJ).
EXAMPLE 1, (USING TABLES 1 & 2): XO WITH GLASS TYPE B,
REINFORCED,
33-1/2" WIDE X 79-3/4" HIGH SINGLE DOOR WITH 18" X 79-314"
SIDE LITE (SEE NOTE 8)
DOOR DESIGN PRESSURE = +75 /-75 PSF
SIDE LITE DESIGN PRESSURE=+751-75 PSF
OVERALL DESIGN PRESSURE =+75 /-75 PSF
EXAMPLE 3, (USING TABLES 3 & 4): OXO WITH GLASS TYPE C,
UNREINFORCED,
30" WIDE 87-SW HIGH SINGLE DOOR WITH (2) 26" X 87-314"
SIDE LITES (SEE NOTE 8)
DOOR DESIGN PRESSURE = +43.61-43.6 PSF
SIDE LITE DESIGN PRESSURE=+47.21-47.2 PSF
OVERALL DESIGN PRESSURE =+43.61-43.6 PSF
EXAMPLE 5, (USING TABLE 1): X WITH GLASS TYPE A.
32" WIDE X 90" HIGH SINGLE DOOR (SEE NOTE 8)
DOOR DESIGN PRESSURE = +76 /-75 PSF
TART c 1-
DESIGN PRESSU RES FOR U NR EIN FORCED DOORS, ALL GLASS TYPES
X FRAME
WIDTH
XX FRAME
WIDTH
FRAME HEIGHT
6E_7831V
70-833W
87314"
91314"
2° 2512'
0 47 aW
+68.6 -68.6
+55.4
55.4
+52.4 j -524
+49.8 1 -49.8
+47.4
-47.4
2712"
51 3r4"
+54.9 -64.9
+51.8
-51.8
+49.0 ! 49.0
+46.6 145.6
+44.3
-44.3
2912"
55314"
+51,7's -51.7
+48.8
-4&S
+46A 1 46.1
+43.8 ; -43.8
+41.6
41.6
25 31la,
50 593,W'
+49.0 49.0
+462
-46.2
+43.6 43.6
41.41-41A
+39.3
-30.3
2° 33112"
5' 83 314"
+43,1 -43.1
+43.1
43.1
+41.5 `: -41.5
+39.3 ; -39.3
+37.3
-37.3
° i
67 V4"
+38.1 -38.1
+38.1
-38,1
+38.1 1 38.1
+37.5 ; -37.5
3° 3712
JsP 71 3W
+34.0 .34.0
+34.0
-34.0
+34.0 ; -34.0
+34.0 -34.0
+34.0
-34.
TARLE4:
DESIGN PRESSURES FOR UNREINFORCED SIDE LITES
GLASS
TYPE
FRAME
WIDTH
FRAMEHEGHT
68 - 79 3W 1
7° - 83 3/4"
87 3/V
91 3/4"
80 - 95 314"
A, B, C, D
ORE
10 3/4"
+75.0;
-75.0
+75.0
-76.0
+75A
1 -75.0
-75.0
75.0
1 +75.0 1 -75.0
12 314"
+75.0
-75.0
+75.0
-75.0
+75.0
j -75.0
+75.0
-75,0
+75.0 -7&0
19;
+72A
-72-4
+68.5
-68.5
+65.01
-65.0
+61.9
-51.9
+59.0 59.0
21 314"
+64.5
-64.5
+61,0
-61.0
+57.8
57.8
-55.0
S5.0
+52A -524
273/4"
+52.9
52.9
+49.9
-49.9
+47.2
- .2
+44.7
-44.7
+42.6; -426
36118"
+35.2
35.2
+35.2
-35.2
: 2 2
352
+352
35.2
+34.4 , -34.4
as TIP
+34.0
34,0
+34.0
-34.0
1 +34.0
34.0
1+34.0
-34.0
+34.0 j 340
FOR MAX. SIZES OF COMBINED UNITS, SEE SHEETS 10-13.
EXAMPLE 2, (USING TABLES 1 & 2): OXXO WITH GLASS TYPE A,
REINFORCED,
68" WIDE X 85" HIGH DOUBLE DOOR WITH (2) 36-1/2" X 85" SIDE
LITES (SEE NOTE 8)
DOOR DESIGN PRESSURE =+75 /-75 PSF
SIDE LITE DESIGN PRESSURE =+70.4 /-70.4 PSF
OVERALL DESIGN PRESSURE=+70.41-70.4 PSF
EXAMPLE 4, (USING TABLES 3 & 4): OXXO WITH GLASS TYPE B,
UNREINFORCED,
713/4" WIDE X 95-3/4" HIGH DOUBLE DOOR WITH (2) 36-314" X
95-314" SIDE LITE$
DOOR DESIGN PRESSURE = +34 / -34 PSF
SIDE LITE DESIGN PRESSURE = +341-34 PSF
OVERALL DESIGN PRESSURE =+341-34 PSF
EXAMPLE 6, (USING TABLE 1): XX WITH GLASS TYPE A,
63-3/4" WIDE X 91-3/4" HIGH DOUBLE DOOR (SEE NOTE 8)
DOOR DESIGN PRESSURE = +75 / -75 PSF
NOTES FOR ALL CONFIGURATIONS:
1) FOR CONFIGURATIONS WHICH
CONTAIN A SIDE LITE TO DOOR
CONNECTION, (XO, OX, XXO, OXX,
OXO, OXXO), THE LOWEST DESIGN
PRESSURE SHALL PREVAIL,
2) FULL LENGTH REINFORCEMENT
(ITEM 22 SHOWN IN SECTION E-E,
SHEET 4), IS REQUIRED AT DOOR
TO SIDE LITE CONNECTIONS,
WHEN USING TABLES 1 & 2.
3) DOOR AND SIDE LITE
COMBINATIdNS FROM TABLES 3
AND 4 DO NOT REQUIRE
REINFORCEMENT ITEM 22.
-) DESIGN PRESSURES UNDER 40
SF ARE NOT APPLICABLE IN
MIAMI-CADE COUNTY,
)5) FOR DOOR -ONLY
!CONFIGURATIONS (X, XX), ONLY
TABLE 1 IS APPLICABLE.
REINFORCEMENT, PART#22, IS
NOT REQUIRED.
5) FOR SINGLE, STAND-ALONE
SIDE LITES (0), ONLY TABLE 2 IS
APPLICABLE. REINFORCEMENT,
PART 922, IS NOT REQUIRED
7) CONFIGURATIONS WHERE THE
DOOR LOCKSTILE ABUTS A
SIDELITE ARE NOT AVAILABLE
WITH REINFORCEMENT.
8) FOR SIZES NOT SHOWN, ROUND
UP TO THE NEXT AVAILABLE SIZE.
(E.G. FOR 32" "X" DOOR WIDTH IN
TABLE 3, USE 33-1/2")
Vml TYPES ALL TABLES THISSHEET`:
LAMI (1/8" A, .090 PVEI, 3MT HS)
B. 318" LAMT (1/8" HS, .090 PVB, 3/16" HS)
C. 7/16" LAM (3/16- A, .090 PVB, 311 &' HS)
D. 7/1W LAM (3116" HS, .090 PVB, 3/16" HS)
E. 13116" LAM I (3/1V TP, 114"AIRSPACE, 118" HS, .090 PVB, 3116" HS)
MgDIX E1tn'VOW-W
est°mph'we Ri't, c3vi ft
,Ur* dcoNo 1-7-CC6uG 1
E.�cscEam [talc �-7_..Tr''Z.
I
1;&t�l" !O� ;'I(,aiaec'� CaaDnB
G) NO CHANGES THIS SHEET.-
.-,', JR-04/10117
a
w z
N
Y
m
' 21
II Nn
o
O
�
12
2 6
of
�iOp
�
u3
O
Q� E ,1Vc
O o a
Z
W"
•-
z CD
O W 7
J
7
oa
Fw_ Z 'or
LU
"wap
vH
O w
r`
� Z. v: V
❑
L0
cf)
0
_
O
m
m
O
cf)
cli
7a '
y
U
Z
CU
z
w
a
U.LL
w
[C
a
°f°°5
Z
c
=
W
U
Q
0
O
Q
V c ;c<�
No.5B705 ,
:$ • SAES
A. LYNN AAILLER, P.E.
REA 68705
C�~` TJJ
__T
EXTERIOR INTERIOR
40\
EXTERIOR INTERIOR
6 o 1-<1 2�
c
/--, 64'
/ ' - . _8 AT HEADMAMB
(37r-/
o 65 ATSILUJAMB
�
CLEAR-COLORED
SEALANT
EXTERIOR INTERIOR 062
CR
MAX- MAX SIE
DOORDLO '2
L TED
DLo FRANZ FRAME
HEIGHT HEIGHT
on
(DO
L
SL VIEW G-G
CORNER ASSEMBLY
1,4891
DOOR SECT. A -A SL SECT, B-B
VERTICAL VERTICAL
PRODUC f ItOnsim
__o+imwm.kewIw!d4
Lm&n
G)NO CHANGES THIS SHEET.-
JR-U41107
r I MAX.
� DLO
34
SPACING, SAME AS n !4^
JAMB ANCHOR SPACING &67 ,
(SEE SHEETS 7, 8AND 9) 1
'X' FRAME
SL FRAME WI DTH
r.
4
70C FRAME WI
'XX' SECT.'C-C I
HORIZ. 46) h!L5,
MAX
SEE NOTE 3, OLD II
THIS SHEET \`
62;J SL SECT. E-E 6266
HORIZ. (DOOR W/ SIDE LITE)
Y�
DLO, "1
i
REINFORCEMENT
NOT REQUIRED FOR
STAND-ALONE DW
DOORS.
REINFORCEMENT INTERIOR
NOT REQUIRED FOR
STAND-ALONE 7C
DOORS. 7
REINFORCEMENT
MAX. SL FRAME WIDTH
NOT REQUIRED FOR
`
STAND-ALONE'O'
NOTES:
SIDE LITES.
1) CLEAR OPENING FOR X AND' OX DOORS AS FOLLOWS:
I 2)
WIDTH:
I
`�
'X DOORS = DOOR FRAME WIDTH - S.fi4fi
90C DOOR = DOOR FRAME WIDTH 12-4.0r-
HEIGHT:
DOOR FRAME HEIGHT- 3259"
6G 1
2) SIDE LITES OVERLAP T AND >OC DOORS BY 3W WHEN
ASSEMBLED TO MAKE'XO','OX','OXO"XXO'•'OXX AND'OXXO'
'
CONFIGURATIONS.
I MAX
I
3) FULL LENGTH REINFORCEMENT APPLICABLE TO DOOR
�+ DLO ^{
AND 51DE LITE COMBINATIONS FROM TABLES 1 AND 2,
SHEET 2. ITEM 221S NOT REQUIRED WITH COMBINATIONS
FROM TABLES 3 AND 4, SHEET 2, OR WITH STAND-ALCNE'O',
SL SECT. F-F
'X' &'XX CONFIGURATIONS FROM TABLES 1 AND 2.
HORIZ. (SINGLE SIDE LITE)
mmucC$EVPS o
® cmplyl.2 with 1@e Ft.'&
buklins 'a<Se tG.O
,�FiaoecNo 17-nT0.
ispi{rab: esie a t � v� �Z
G) NO CHANGES THIS SHEET. -
JR- 04/10/17
c
O
>
z
o
• ;�
It
wa
yw
O
O
0
}• ti
o a
a1=0
O
i
U CA
z h
IY
G
O •-i o
a m
rJJ
Z
O
ZLL. CDn=
J
LLI
UWp
0.1 U W
®�
S <
pJ
I.-
T @
—a
roN
F- W
O
J
D.NO
>
i
U)
co
O
00
O
Q
O
p
H
U
T3a7
1!.1
co
Z
LLI
Z
LL
�
O
o
�,•� ONY U(NA1 �•,,�
No. 5=5
STATE 6F
A. LYNN MILLER P.I-
P.E : S9705
S7RL'CTURAL 114" NCM.
POLYISOBUTYLEN I
'WITH DESICCANT
• KODISPACE
EXT. Gu,ss so 4SG T PS
GLASS
STRUCTURAL
SILICONE •
FOAM--\ 311FNOM.
W)TH
DESICCANT/ % SUPER
EXT. GLAss SUPER
SPACER® NXT`M
\-1NT. GLASS
REINFORCEMENT I
5116' NOM7
BUTYL&
DESICCANT-�
FOAM ; ^ DURA.--EALO I
EXT. GLASS—� ' (5 SPACER
4
\—INT. GLASS � i ii o `P
POLYIsO-
BUTYL£NE
SEALSILICONE
—DESICCANT FILL AREA
5116'NOM.
SEAL
ROLL -FORMED
STAINLESS STEELa3
Ir/
XL EDGE""'EXT.GLass-, S PACER
` INT. GLASS
Part;# Descdptlon Naffitial
60 Wommoling SSG TPS Spacer System
81 OOanex Super Spacer nXr W.h Hot [Hell 6mvl See this
92 QL .,. Duraseal Sparer Sheet far
bale iala
83 lCadna.0L Edge Spacer
REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970
USED AND ARE NOT PART OF THIS APPROVAL.
PROGFIC f iiE.Y'Sii
sra:r�lvloggidt SEc i'ImzrY
wwinL e-de
r
1\In�tkj—
ProtB�.ECd-
t F) NO CHANGES THIS SHEET.-JR
v - 04/10/17
N G C7
0
0
0
3ay'�
F
Z
```111111:rrrrrr��/
* : No. 58705
r f
0� S7WrEJ F 7
S
70NAL 1S�`
A. LYNN MILLCR PZ
P.E.Y. 56705
�1.750
a
4.100 .062
L
-� DOOR PANEL �-� DOOR PANEL
t 30 TOP & BOTTOM RAIL 31) SIDE RAIL
\ 6063•T5 � 6063-TS
3.655
I
0
1,400 .050
10FILLER HEAD ADAPTER
0 6063-T6
3,000
�1
1.272 1.479
1 T '
.D50-
11 FRAME HEAD
� 6063-T6
I .050 f
f .079 t.499
.489
T- 3.000r•j �L
OUTSWING THRESHOLD
6063-T6
i
T-
E
4.100
.062
4.675
�t(
L
I
DOOR PANEL
( 44)
INTERIOR ASTRAGAL
�J
6063-T5
1 .1251
I�1� I`-•�RRRy�---
.750
-f
.050
.683
Rf
t
TRUSS CLAMP
3116° GLAZING BEAD
134 6063-T5
J41 6063-T5
i . 3.100 -
1
r 1.7 �l
.062
4.100
4.675
DOOR PANEL
I t}ij i EXTERIORASTRAGAL
�J 6063-TS
\ SL HEADER SL SILL
6�� 6063-T6 6063-T6
.683
l 6 1 6/8" GLAZING BEAD
�� 8063-T5
5.212
I
4.586
1 i
•+-1.aaa�
i
I
3.000 .050
DOORFRAME
JAMB
6063-TB
1.578 ---=
050
3.000
�l
SL JAMB
�61 6063-T6
/ WEATHER
`37 STRIP CHANNEL
6063-TS
/^ 0.375
2
�126
.1256
HINGE
32) 6063-T5
-.172
.683 p4ruso
t► 1.092 I-�
" , -'IG GLAZING BEAD
6063-T5
.504--� �- L
,830
ri 360
.055
3) OUTSWING THRESHOLD
CHANNELCOVER
6063-TS
2.9B0
F---2750 - -
.050
7.000
SL JAMB
2s
66 ADAPTER
(22 TUBE MULL
6063-T6
6063-T5
Pttobuc rx6ymm
"eumD171�g mit$ c;seFi�
isnavinYCada
Acappaaet NS A?-G •C f
6• ��k 1 .I� iA r
.172 e �
F) NO CHANGES THIS SHEET. -JR
- 04/10/17
x
�'�1.fCENgF'-.���
yti : No. 5670J5
SSTIZ:5
104
ORION
vo
NAL
A. LYNN IaILLE,Z P.E.
P.E.=58705
X ]DOORS,
ALL GLASS TYPES
ANCHORTYPEB
SUBSTRATE
2.3.WOOD
3ALUM
12,CONC
LOAD ZONES
¢
m
¢
X
U
a
=
X
U
J
a m
m a
a z
X i X
MAX
DOOR
FRAME
WIDTH
MAX
FRAME
HEIGHT
25.50
79.75
83.75
91.75
95.75
5
2
4 2
4 i 2
L
4 . 2
4 2
6
2
4 j 2
27.50
79.75
8375
87.75
91,75
95.75
5
2
4 j 2
5
2
4 j 2
5
2
4 j 2
6
2
4 j 2
6
2
4 2
29.50
79.75
83.75
87.75
91.75
95.75
5
2
4 2
5
2
4 2
6
2
4 2
6
2
4 2
6
2
1 4 2
31.50
79.75
83.75
8.7.75
91.75
95.75
5
2
4 2
6
2
4 2
6
2
4 i 2
6
2
4 2
7
2
4 2
33.50
79.75
83.75
87.75
91.75
95.75
6
3
4 3
6
3
4 3
6
3
4 3
7
3
4 3
7
3
4 3
36.50
79.75
87.75j
91.75395.75337.5
83.75C34
6
3
1 4 3
3
3
79.75383.75387.75.3195.753
6"
MAX
20-7/6"
MAX. O.O.
A -A �-
13-1/4" MAX !
HEAD'
r'-' zoNE •c•
r
i
23-1/8"
MAX. O.C.
/
r
ss3ra"
/ 9 MAY-
/
w
FRAME z
HEIGHT N
/
o
843l6'
MiJC. DLO v
¢
ft
\
\
` \
i
4
40"
\
\ (TyP•)
\
24-9f16\
\
MAX. DLO \
\
\
\
T T [
��
SILL _ _!
'
I
3
(
ZONE'C"
37-112" MAX.
-`
DOOR FRAME WIDTH
TYP.
DIMENSIONS OF LOAD
ZONES FOR
SINGLE DOOR, X SINGLE
DOOR, X
NOTES:
1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. .
2) DOORS MAY BE LEFT OR RIGH T-HANOED.
3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4- MIN. O.C. FOR CONCRETE. 4'14IN. O.C. FOR CMU):
JAMBS IALL): 13-114- 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.
4) FOR SIZES NOT SHOWN, ROUNDUP TO THE NEXT AVAILABLE SIZE.
5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEET 14.
Design Pressure
Sea Sheet 2. Table Y
fRODUC SBEi'iw-p-
-ow- -mob sue Pkyk
A=gg=t No i 7-6 SA S'• o.
kSireatSem Dacc n-� .-ow
Cocmcg
c F) NEW SHEET COMBINING SIZE
ELEVATIONS, ZONE ELEVATIONS
s AND ANCHOR TABLES. - JR -
x 04A0A7
v
Lu ?
`v
Cn
•naZ
a
0� gW
o
O
} 7 >
G7DQ
C)
*�
O N i
W
O
OJ �
VJ
a
� O a eCi
z� o vo
Z
U V o ®s
0
�8
F Z a
LU
C LU 2
> a
UJ
Z
d
en
cl)
,a
Iz.
O
I`
N0
Iaay<
N
0
C)
Z
uJ
O
LLLL
=1
Q
�
"
W
in
o
¢
ri
LYIvN�
No. 68705
/+ 7ONAL 1E�
A. LYNN MILLER; PE .
P. 66705
7GR1 =4-
XX DOORS,
ALL GLASS TYPES
ANCHOR TYPE &
SUBSTRATE
2, 3. WCOO 1,2 CONIC
3 ALUM
LOAD
70NES
X
a
i
X
X
b
a
i
x
MAX
FRAME
OTM
MAX
FRAME
HEIGHT
47.75
79,75
83.75
87.75
91.75
95.75
4
3
4
2
5
4
4
2
5
4
4
2
5
4
4
2
5
4
4
2
51.75
79.75
83.75
87.75
91.75
95.75
5
4
4
2
5
4
4
2
5
4
4
2
5
4
4
2
6
4
4
3
55.75
79.75
83.75
87.75
91.75
95.75
5
4
4
2
5
4'
4
2
5
4
4
2
6
4
4
3
6
4
4
3
59.75
79.75
83.i5
87.75
91.75
95.75
5
I 5
4
2
5
5
4
2
6
5
4
3
8
5
4
3
6
5
4
3
63.75
79.75
83.75
B7.75
91.75
95.75
5
5
4
2
6
5
4
3
6
5
4
3
6
5
4
3
7
6
4
3
67.75
79.75
83.75
87.75
91.75
95.75
6
5
4
3
6
5
4
3
6
5
4
3
7
f 6
4
1 3
7
1 6
4
1 3
71.75
79.75
83.75
87.75
91.75
95.75
6
5
4
3
6
5
4
3
6
5
4
3
1 7
1 6
4
3
7
6
4
1 3
2 MAX. O.C.
6" 9" MAX.
MAX
`
13-IW MAX.
1
!
\
p
\
23-118°
/
I
\
MAX. O.C.
84-J8"
®
MAX. DLO / 953/4'
/ MAX.
\ FRAME
'tit HEIGHT
4 \ !
L24-'1161l
I \ /
T
3
713/4" MAX. DOOR FRAME WIDTH --►�
TYP. ELEVATION OF XX CONFIGURATION
HEAD
�ZONEjr---q HEAD
MAX. ZONED'
f / \
/
w
i O
N
4\ i
\ / I
\ 13.114,
-20 7/8' g° I 6" MAX,
SILL L M�'�_SILL
ZONED" ZONE D° I r
I+--- 63-3J4- ----j
LOAD ZONES FOR XX CONFIGURATION
& ANCHORAGE LAYOUT USED IN EXAMPLE
Design Pressure
See Shaet 2. Table 1
NOTES:
1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS.
2) DOORS MAYBE LEFT OR RIGHT-HANDED.
3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4' MIN;
O.C. FOR CONCRETE, 4° MIN. O.C. FOR CMU):
JAMBS (ALL): 13-1/4• MAX FROM CORNERS AND 23.116' MAX. O.C.
HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9' MAX FROM
ASTRAGAL CENTERS AND 20-718" MAX. O.C-
4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE.
5) FOR ANCHORAGE DETAILS SEE SHEET 14.
EXAMPLE:
XX WITH GLASS TYPE A,
63-3/4" WIDE X 913/4' HIGH DOUBLE DOOR,
ANCHOR TYPE 3INTO WOOD
DESIGN PRESSURE -+751 45 PSF,
SEE EXAMPLE 6, SHEET 2 FOR DP EXAMPLE
DOOR ANCHOR REQUIREMENTS FROM TABLE 6:
6 ANCHORS Gia EACH JAMB
5ANCHORS EACH DOOR PANEL @HEAD
5 ANCHORS EACH DOOR PANEL @SILL
OSEE CIRCLED VALUES ON TABLE 6.
X =DENOTES ANCHOR LOCATION.
P5i0DUCf as: utFas,
acce�ylylegade9 Y1Y }Te,rs,�.
boy L>:Ye
Acre ...No 17-0 lb$ C:
FAP40laa Date q I S 122.
E 1 �.Ir -g \ I � c, vl,-�i
� ...'
G fkn9F�,s%�et Csrle�
o F) NEW SH EET COMBINING SIZE
m ELEVATIONS, ZONE ELEVATIONS
m AND ANCHOR TABLES. -JR-
a: 000117
RNV
* ; No.58705
.p
�''iS70NAL Ets�`�
X LYNN MILLCR, P.E
P.Eg 58705
TABLE 7:
Design Pressure
See Sheet 2, Table 2
17-718'
MAX D.C.
25
rt ti HEAD
MAX. 3 ZONE °E' j
I
13-114' MAX
I
23-118' ! .
MAX. D.C.
! F, P�
m
95.3l4' z z
84-3,�8" MAX N N
MAX. DLO FRAME n m
HEIGHT
4
33 51g' T
MAX DLO
SILL )
3 i f ZONE'E'
36.3l4° MAX. I
IDE LTTr FRAME WIDTH '
TYP. ELEVATION OF LOAD ZONES FOR
SINGLE SIDELITE, O SINGLE SIDELITE, O
NOTES:
1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS.
2) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4' MIN. O.C. FOR CONCRETE, 4' MIN. O.C. FOR CMU):
JAMBS IALU; 13-1/4' MAX. FROM CORNERS AND 23.118° MAX. O.C.
HEAD 8 SILL OF SIDE LTTES: 6' MAX FR0M CORNERS AND 24.3/4" MAX. O.C.
3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE.
4) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEET 15.
• O SIDE LITE,
ALL GLASS TYPES
ANCHOR TYPE 8
SUBSTRATE
2. 3, WOOD
3 ALUM
12 CDNC
LDAD ZONES
W
J
J
m N
o l o
m
g
Q
iu
J
J
y
6FRAME�iX� _WlDlli
o
MAX
SIDE LTTE
FFI,
10.75
79.75
83.75
87.75
91.75
95.75
4 � 1
4
1
4 1
4
1
4 1
4
1
4 1
a
1
4 l 1
4
1
i2.75
79.75
83.75
87.75
91.75
95.7b
4 I 2
4
2
4 i 2
4
2
4 2
4
2
4 2
4
2
4 2
4
2
19.00
79.75
83.75
87.75
91.75
.7
a 2
4
i 2
4 2
4
2
4 2
a
2
A � 2
4 f 2
a
21.75
79.75
83.75
fl7,75
91.7a
95.75
4 2
4
2
4 i 2
4
2
4 { 2
4
2
6 i 2'
a
2
5 j 2
4
2
27,75
79.75
83.75
87.75
91.75
95.75
S i t
4
2
S I 2
4
2
5 12
4
2
6 2
4
2
6 2
4
2
36.13
79,75
83.T
87.75
91.75
95.75
6 3
4
3
6 3
4
3
7 3
4
3
7 13
4
3
7 i 3
4
3
35.75
79.75
83,75
87.75
91.75
95.75
o j 3
a
3
"o i 3
4
3
7 i 3
4
3
7 3
a
3
7 3
a
3
rRDnr;cr4;
r9 wmpFylaa Whb c4c
bar7in�Cadn
Arteptamo No I%G $T+ •�: r
E:W+tiac EAYs I�y?r,1r2z
3465cm'l1Rm�aE�L°
� F)NEW SHEET COMBINING SIZE
ELEVATIONS, ZONE EL_CVA710N5
' AND ANCHOR TAELES. -JR-
� 64N 6N7
IL z
r
Y
CD
� w
o
❑ �o
C
c
glDif
�
T
ti Q
(' N � w
O
r
ET
to
qM u�
�
O
z o�
J
La 7
�U m s<
W
�x8�
roN
�
`lyllilif!/f!!
Y LYN
�• :� No. 58705 '.
" OtVAL lE",�
A. LYNN MILLER P.E.
P.E.9 SH705
TABI_F 8-
XO & OX,
ALL GLASS TYPES
ANCHOR TYPE &
SUBSTRATE
2 3, WOOD 3 ALUM
IIA CONC
LOAD
ZONES
i
m
m
¢
?
O
u
c
w
O
b
�
x
¢
�
<
x
�
.0
EU
U)
Q
w
0
b
m
21
6
X
�
<
x
MAXaxx AX
SIDE LITE
FRAME
WIDTH
DOOR
FRAME
WIDTH
MAX
FRAME
HEIGHT
10.75
25:50
79.75
83.75
87.75
91.75
95.75
4
j 2
3
5
4
2
2
4
4
1 2
4
5
4
2
2
4
5
4
2
2
4
�44
5
4
2
2
4
5
4
2
2
4
1275
27.50
79.75
83.75
87.75
91.75
95.75
4
2
4
5
4
2
2
4
4
2
4
5
4
2
2
4
4
1 2
4
5
4
2
2
4
4
2
4
6
4
2
2
4
4)
2
4
6
4
2
3
4
19.00
29.50
79.75
83.75
87-75
91.75
95.75
4
3
4
5
4
2
2
4
4
3
4
5
4
2
2
4
4
3
4
6
4
2
2
4
4
i 3
4
6
4
2
3
4
4
3
4
1 6
4;
2
3
4
21.75
31.50
79.75
83.75
87.75
91.75
95.75
4
3
5
1 5
4!
2
2
4.
4
3
42
2
4
4
3
U56
4
2
3
4
5
3
4
2
3
4
5
j 3
S
17
4
2
3
4
27.75
33.50
79.75
83,75
87.75
91.75
95.75
5
j 3
5
6
4
2
2
4
5
3
5
6
4
2
3
4
5
j 3
5
6
4
2
3
4
ri!
3
5
7
4
3
3
4
6
3
6
7
4
3
3
4
36.13
35.50
79.75
83.75
87,75
91.75
95.75
6
j 4
1 5
6
1 4
3
3
4
6
4
5
6
4
3
3
4
7
5
5
6
4
3
3
4
7
5
6
7
4
3
3
4
7
5
6
7
4
3
3
4
35.75
37.50
79.75
83.75
87.75
91.75
95.75
6
4
5
6
4
1 3
3
4
6
j 4
5
6
4
3
3
4
7
j 5
5
1 7
4
3
(3)(4)
7
j 5
6
7
4
3
7
j 5
6
7
4
3
1 3
1 4
ANCHOR QUANTITIES FOR THE DOOR AND SIDE LITE TO BE
DETERMINED INDEPENDENTLY.
9" MAX
20-718"MAX. O.C.
i
8•MAX.
Design Pressure
6•
MAX
�_Reiafolc9C:
1 --- 3
3
See Sheet Z Tables 1 8 2
UnrefnTorced: See Sheet Z Tables 3 8 4
13-114" MAX.
\
NOTES:
SEE TABLES 1-4,
1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE
23-i/8•
MAX, O.C.
\\
/ \
\
SHEET 2 FOR
/REET INFORCEMN
REQUIREMENTS,
DESCRIPTIONS.
2) DOORS MAY BE LEFT OR RIGHT-HANDED.
3) ANCHOR QUANTITIES ARE BASED ON SPACING AS
95-3/4' FOLLOWS (4" MIN. O.C. FOR CONCRETE, 4• NJN. O.C.
84 3i8'
MAX. DLO /
/
/
MAX FOR CWU
FRAME JAMBS TALL): 13-IM MAX. FROM CORNERS AND
HEIGHT 23-118" MAX. D.C.
HEAD & SILL OF DOORS: 5"MAX FROM CORNERS.
9• MAX FROM ASTRAGAL CENTERS AND 20-7i8'
/
4
/
HEAD & SILL OFSIDE LMES: 6" MAX. FROM
1
---
V249116°
/ / �IAX. DLO
333/8'
MAX, DLO
CORNERS AND Z4.314" MAX D.C. .
4) FOR SIZES NOT SHOWN, ROUND UPTO THE NE)Cr
AVAILABLE SIZE
I
5) FOR ANCHORAGE INSTALLATION DETAILS SEE
SHEETS I4&15.
A -A
B-B
37-1/T' MAX DOOR
FRAMEWIDTH
3
3
36-314° MAX SIDE RE FRAME WIDTH 6) CONFIGURATIONS WHERETHE DOOR LOCKSTILE
L
RE RSIDEENT ARE NOTAVAWIBLE Wr'!
NFCEM
73-112"rWY-DOOR+SIDE
UTE FRAME WIDTH
TYP. ELEVATION OF XO CONFIGURATION
(_OX SIMILAR)
}-HEAD "D• ---I--HEAD ZONE "6'
9' MAX �� ���,J�'h'�_
\ w
tu z
N \ Q
m
a / �
�-+- 20-7/8" 6' MAX
"MAX.
SILL ZONE"D" ! SILL ZONE"E•
LOAD ZONES FOR XO CONFIGURATION
& ANCHORAGE LAYOUT USED IN EXAMPLE
LOX SIMILAR)
7) SIDE LITE OVERLAPS DOOR BY 314" ONCE
ASSEMBLED.
EXAMPLE:
XO WITH GLASS TYPE B.
36" X 84" SINGLE DOOR WITH 36' X 84• WIDE SIDE UTE,
ANCHOR TYPE 3 INTO CONC.
DOOR DESIGN PRESSURE=+751-75 PSF
DOOR ANCHOR REQUIREMENTS FROM TABLE 8:
4 ANCHORS @ DOORJAMB
3 ANCHORS @ DOOR PANEL @ HEAD
3 ANCHORS @ DODR PANEL @ SILL
4 ANCHORS @ SIDE LTE JAMB
3ANCHORS @ SIDE LITE @HEAD
3 ANCHORS @ SIDE LTTE SILL
OSEE CIRCLED VALUES ON TABLE 8.
X = DENOTES ANCHOR LOCATION.
a F) NEW SHEET COMBINING SIZE
.;� ELEVATIONS. ZONE ELEYAT10N5
AND ANCHOR TABLES. -JR -
04110/17
j
��
Y
C7
w
C
cn
•naa
LU
O
CD C4 2,N
p
JO M g tt
D:
UJ
1C)
O
O
J O a
LL O coR a
W
=
U Lj U o ®'
J
UJ
=
'IH
LU E lo RLu
.aN
o w ¢
J
na,a
I` > '
m
u)
O Z v
0
v1
�
LL
C
Q
® a
C)
.7aa'v5
U
Z
W
w
W
a
LL
X
J
v
0
¢
ONY LYNIv
No.58705 '
C� ''•.�OR.D�..
ONAL V�,
111111100
A. LYNN MILLER. P.E.
P.E� 587Q5
TABLE .
OXO, ALL GLASS TYPES
ANCHOR TYPE & SUBSTRATE
2, 3, WOOD
3 ALUM
12 CONC
LOAD
ZONES
l
m
<
o
w
. w
l o
-
1
h
w
X
m
c'
u
J
�
rn
o 1
J
J
m
x
MA.
SIDE LITE
FRAME
MOTH
MAX 7MAX
DOOR
FRAME
WIDTH
FRAME
HEIGHT
10.75
25.50
79.75
83.75
87.75
91.75
95.75
4
2
7
4 1
2
'3
4(
2
7
4 1
2 1
3
4
2
7
4 1
2
3
4
2 j
7
4 1
2
3
4
2
7
4
2
3
12.75
27.50
79.75
. 83.75
87.75
9175
9535
4? 2
7
4
2
3
4 i 2
7
4
2
3
4 2
7
4
2
3
4 2
7
4
2
5
4 2
1 7
4
2
5
19.00
29.60
79.75
83.75
87.75 91.75
95.75
8
4
2
3
8
4
2
3
N41
8
4
2
5
8
4
2
5
21.75
31.50
79.75
83.75
87.75
91.75
95.75
8
4
1 2
3
4j31S
4
2
5
4 j 3
8
4
2
5
5 3
8
4
2
5
5, 3
10
4
2
5
27.76
33.50
79.75
B3.75
87.75
91.75
95.75
5 3
8
4
2
3
5 3
8
4
2
5
5 3
8
1 4
1 2
1 5
B` 3
101
4
1 3
1 5
6 j 3
10
4
3
5
36.13
35.50
79.75
83.75
87.75
91.75
95.75
6 j 4
8
4
3
5
6 4
8
4
3
5
7 5
8
4
3
5
7j5
10
110
4
3
5
7 5
4
3
5
36.75
37.51)
79.7.9
83.75
87.75
91.75
95.75
6 4
8
4
3
5
6 4
8
4
1 -3f
5
7 5
10
4
1 3
5
7 5
110
4
3
5
7 i 5
110
4
3
5
ANCHOR QUANTITIES FOR THE DOOR AND SIDE LITE TO BE
DETERMINED INDEPENDENTLY.
20.7/8" MAX O.C. 6"MAX'
MAX MAX 3 6" j" AX
24-3141 MAX. O.C.
I
I s I 13-IW MAX.
i
MAX. O.C. /
MAX
UV® FRAME
HEIGHT
'3-5/8" MAX. DLO
� I
36-314' MAX. SIDE I 93' I 83
LITE FRAME WIDTH 37-Irr MAX. DOOR I
FRAME WIDTH
T+--- 109-112' MAX. DOOR + SIDE UTE FRAME WIDTH NOTES:
TYP. ELEVATION OF OXO CONFIGURATION
LNOT AVAILABLE WITH REINFORCEMENT)
HEAD HEAD HEAD
�ZOVE"E" I ZONE'F ZONE"E"---j
i
/
I
/
z
N
/
z
N
m
m
�y SIcL�
I SILL SILL
7nAIC ^C• 7niJ="F"
LOAD ZONES FOR OXO CONFIGURATION
Design Pressure
Reinforced: WA
Unreinfarced: I See Sheet 2, Tables 3 & 4
1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS.
2) DOORS MAY BE LEFT OR RIGHT-HANDED.
3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS
(4- MIN. O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU):
JAMBS (ALL): 13-1/4' MAK FROM CORNERS AND 23-IIW
MAX. O.C.
HEAD & SILLOFOOORS: V NIAX. FROM CORNERS, 9"MAX.
FROM ASTRAGAL CENTERS AND 20-7.18" MAX O.C.
HEAD & SILL OF SIDE LTTES: 6' MAX. FROM CORNERS AND
24-3/4' MAX. O.C.
4) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE
SIZE.
5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS
14 & 15,
6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A
SIDE LITE ARE NOT AVAILABLE WITH REINFORCEMENT.
7) SIDE LITE OVERLAPS DOOR BY 314" ONCE ASSEMBLED.
Pr.1®ewcrF,7v1SaD
05
EQnd. 4�F}
AeeeDleaee Ne S-O�ULr•%31
Espreet(4y Date o --z
;u (t,y Ytoduet Centro?
F) NEW SHEET COMBINING SIZE
ELEVATIONS, ZONE ELEVATIONS
' AND ANCHOR TABLES. -JR-
a 04110117
LU ? N 2 O
7
w O
❑ y? O C)
OJ m o r CA o
0-1 o aF W
ZLLro oo �
UUo s@ `s
11J _ co =a W uuvo .pN
I- UZJ Y E 1 err
�>c , Y �? V7 U ❑
cl) LL
a8 O
o:
Q laa4:
F U Uj Z
5 Z
Uw Q o,ca•
O LL L11
w
n Q O Q
`t1t11 U u 1it, //
LYIVGENSN� �I
.
No. 58705587055
'p0 1 STATE0F
,h'•. !ram
S G�
7 NAl-tE�.�.
A. LYNN MILLER, P.E.
TARI F I&
XXO & OXX, ALL GLASS TYPES
ANCHOR TYPE& SUBSTRATE
2. 3, WOOD
3 ALUM
1.2, CONC
LOAD
ZONES
g
¢
O
J
¢
w
_
O
<
x
J
a
_
x
J
c
La¢
x
m
"
O 10
J
w
_
x
J
a
i
x
J
c
=
X
MAX
SIDE LITE
FRAME
WIDTH
MAX 9X
DOOR
FRAME
WIDTH
M'
FRAME
HEIGHT
10.75
47.75
79.75
83.75
87.75
91.75
95.75
4
2
4
1 3
6
4
2
4
2
3
4
2
5
1 4
7
4
2
4
2
3
4
2
5
4
7
4
2
4
2
3
4
2
5
4
7
4
2
4
2 1
3
4
2
5
4
7
4
21
4
2
3
12.75
51.75
79.75
83.75
87.75
91J5
95.75
4
2
5
4
7
4 1
2
4 j
2
3
4
2
5
4
7
4
2
4
2
1 3
4
2
5
4
7
4
2
4
2
3
4
2
5
4
7
4
2
4
2
3
41
2
6
4
7
4
2
4
3
5
19.00
55.75
79.75
83.75
87.75
91.75
95.75
4
3
5
1 4
7
4
2
4
1 2
3
4
3
5
4
7
4
2
4
2
3
4
3
5
4
7
4
2
4
2
3
4
3
6
4
7
4
2
4
3
5
4
3
6
4
8
4
2
4
3,
5
21.75
59.75
79.75
83.75
87.75
91.75
95.75
4
3
5
5
8
4
2
4
2'
3
4
3
5
5
1 8
4
1 2
4
2
13
4
3
6
5
8
4
2
4
3
5
5
3
6
5
8
4;2
4
3
5
5
3
5
5
8
4
1 2
4
1 3
5
27.75
63.75
79.75
83.76
87.75
91.75
95.75
5
1 3
5
1 5
8
4
2
4
2
3
5
3
6 i 5
8
4
2
4
3,
5
5
3
16 5
8
4
2
4
3
5
6
3
6 5
B
4
3
4
3
f 5
6
3
7 I 6
101
4
1 3
4
31
5
36.13
67.75
79.75
83.75
87.75
91.75
25.75
6
4
6 1 5
1 8
4
1 3
4
3
j 5
6
4
6' 5
1 8
4
3
4
1 3
5
7
5
6 5
8
4
3
4
3
5
7
6I7I6
101
4
3
1 4(3
1 5
7
5
'. 7 1 6
101
4
1 3
1 4
1 3
1 5
36.75
71.76
79.75
83.75
B7.75
91.75
95.75
6
4' 6 1 5
8
1 4
3
4
3
1 5
6
4 6� 5
9
4
3j4
3
5
7
5 6 5
9
4
1 3
4
3
5
7
5 7 6
10
4
i 3
4
1 3
5
7
1 5! 7 1 e
101
4
1 3
1 4
3
5
ANCHOR QUANTITIES FOR THE DOOR AND SIDE LITE TO BE
DETERMINED INDEPENDENTLY.
9" MAX
20-718' MAX. O.C.
Design Pressure
RaiMorced:
See Sheet 2, Tables 1 & 2
6" MAX
9" �•A MAX.
24-314° MAX O.C.
Unrelnforced:
See Sheet 2, Tables 3 & 4
s" MAX
O.C.
.
MAX O.0
/
/
SEE TABLES1r.
23-18°
MAX. DLO
SHEET 2FOR
REINFORCEMENT
REQUIREMENTS.
85-3W
MAX
FRAME
HEIGHT
843/8'
/
MAX. DLO
/
CC
4
4
\
/�
24 9/16\
/
33518"
MAX DLO\
/
1
MAX. DLO
T \
A•A I � B-B
3 r 3
3(-314" MAX
71.3l4" MAX. DOOR PRAME WIDTH
SIDE LITE FRAME WIDTH
107-314" MAX. DOOR +SIDE LITE FRAME WIDTH
TYR ELEVATION OF XXO CONFIGURATION NOTES:
(OXX SIMILAR)
1)SEE SHEET 1 FOR GLASS AND ANCHOR TYPE
HEAD HEAD HEAD DESCRIPTIONS.
ZONE "D"-ZONE °F" 1 ZONE "E'� 2) DOORS MAY BE LEFT OR RIGHT-HANDED.
1
\
0
O
m
/
C
0
N
m
I_ SILL
i--,S,LLZL�--i
LOAD ZONES FOR XXO CONFIGURATION
(OXX SIMILAR)
3) ANCHOR QUANTITIES ARE BASED ON SPACINC AS
FOLLOWS (47 MIN. O.C. FOR CONCRETE, 4"MIN. O.C.
FOR CMU):
JAMBS (ALL}; 13-114" MAX. FROM
CORNERS AND 23-118" MAX. O.C.
HEAD & SILL OF DOORS: 6" MAX FROM
CORNERS, W MAX. FROM ASTRAGAL
CENTERS AND 20-718" MAX. 0•G
HEAD & SILL OFSIDE LITES; 6" MAX. FROM
CORNERS AND 24,14" MAX. O.C.
4) FOR SIZES NOTSHOWN, ROUND UP TO THE NEXT
AVAILABLE SIZE.
5) FOR ANCHORAGE INSTALLATION DETAILS SEE
SHEETS 14 C 15.
6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE
ABUTS A SIDE LrrE ARE NOT AVAP ABLE WITH
REINFORCEMENT.
7) SIDE LITE OVERLAPS DOOR BY 314.ONCE
ASSEMBLED.
P9 WucrEIXrv_nW
a snpt)fe8 %lift the mackh
ba.We¢ ead.
AaepGaem Mo l%0 v O 1
S:Fa a. Date I,
Sfiap' Oasdr.+wuAaeiCoeee�
F) NEW SHEET COMBINING SIZE
ELEVATIONS, ZONE ELEVATIONS
.' AND ANCHOR TABLES- -JR-
p 04i1(V17
cli
(D
Of
C] o
d.
CDVJ
O
L
R
JOQ
S
I M W ¢
f
b7
P
OLLo
lZ
•-
z _c
T W IR =
•r
L'U U pdp r
l
v 0
aN
oELY
�o
ti>
Lo
S
a
N
og
W
O
cli
4
J
laa'v5
O
�
�
Q
F
�
=
U
o
Z
r
wLu
!Y
X
=7.+s
0
tx
O
U
O
a
0
111111111�11 t1r,,
'�NY L....
L1.CENSF'•-C��
No.58705
sir0PZORION
�f
�";,,/TONAL c.G``.
'7lllti11111
A. LYNN MILLER P.E.
P,E.e 58705
OXXO, ALL GLASS TYPES
ANCHOR TYPE & SUBSTRATE
2, 3, WOOD
3 ALUM
I;Z CONC
LOAD ZONES
J42MAX
X
O
O
X10.75
SIDE LITE
MAX WMAX
DQOft
FRAMEHEIGHTWIDTH WIDTH
FRAMEQwFRAME
47.75
79.75
87.75
91.75
95.75
6
4
2
383.75
17
4
2
3
4 121
7
4
2
3
4 1
2 1
7
4
2
3
4
2
F7
4
2
3
12.75
51.75
79.75
83.75
87.75
91.75
95.75
4
2
7
4
2
3
4
2 1
71
4
2 1
3
4
2 1
7
4
2 1
3
4
2`
7
4
2
3
4
2
7
4
2
5
19.CO
55.75
79.75
83.75
87.75
91.75
95.75
4
3
1 71
4
21
3
4 j
31
71
4
21
3
4
3
1 '71
4
2 1
3
4
3
7
4
2
5
413
8
4
2
5
21.75
59.75
79.75
83JS
87.75
91.75
95.75
4
3
8
4
2
3
4
3
8
4
2
3
4
3
8
4
2
5
5
318
4
2
5
5
3
fl
4
2
5
27.75
53.75
79.75
83.75
87.75
91.75
95.75
5
3
fl
412
3
513
8
4
2
5
5
318
4
2
5
6
3}
8
4
3
5
6
3
10
4
1 3
5
35.13
67.75
79.75
83.75
87.75
91.75
95.75
6
415
1 4
31
5
6
41
fl
1 4
3
1 5
7
5
18
1 4
3
1 5
7
1 5
11DI
4
3
1 5
7
5
1101
4
3
1 5
35.75
71.75
79.75
91.75
95.75
6
687.75
7
M4383.75
7
7
ANCHOR QUANTITIES FOR THE DOOR AND SIDE LITE TO BE
DETERMINED INDEPENDENTLY.
21
2
MI
611
-�•� 20-7/8"MAX. O.C.
6"MAX
9' MAX. -�
�A9' MAX.
9" MAX.
24-314" MAX. O.C.
3 t
3 4
/ \
1
X. O.C.
/ / / /� \\
SEE TABLES 14,
j
SHEET 2FOR
95-3)
REINFORCEMENT
MA)
\
REQUIREMENTS.
FFW
Bd-3f8'
MAX.
DLO
O
\ /
HEIG
4 / �4
T
24-9/161
MAX. DLO /
MAX DLO
f
}
\ / --
1 ,
ii
I s
36-3hr MAX SIDE
I
I v
71.34" MAX- DOOR FRAME WIDTH -+-�
I I
LITE FRAME WIDTH
143.314'
MAX. DOOR +SIDE LITE FRAME WIDTH
TYP. ELEVATION OF OXXO CONFIGURATION
i_ HEAD i HEAD HEAD HEAD
F 20NE"E" ZONE"ZONE-NE"1=' ZONE'E' I
4
\
23-10
1
/
\
\
/
\
m
m
Z
/
/
\
\
z
N
a
m
\
i
LAX. MAX. I
SILL 20-78"
MAX.
f 6-MAX.
24.3/4"
SILL
ZONE°E'
ZONE"P'
SILL
ZONE'E '
LOAD ZONES FOR OXXO CONFIGURATION
& ANCHORAGE LAYOUT USED IN EXAMPLE
Design Pressure
Reinforced rs. Sheet 2, Tables 1 & 2
Llnroinibreed: I See Sheet 2, Tables 3 & 4
NOTES:
1) SEE SHEET 1 FOR GLASS AND ANCHOR
TYPE DESCRIPTIONS.
I, 2) DOORS MAY BE LEFT ORRIGHT-HANDED.
E 3) ANCHOR QUANTITIES ARE BASED ON
IT SPACING AS FOLLOWS (4" MIN. O.C. FOR
CONCRETE, 47 MIN. O.C. FOR CM(J):
JAMBS CALL):13.1W MAX FROM
CORNERS AND 23-1/8'MAX.O,C.
HEAD & SILL OF DOORS; 6' MAX. FROM
CORNERS, 9' MAX FROM ASTRAGAL
CENTERS AND 20-7I6° MAX. O.C.
HEAD 3 SILL OFSIDE LITES:6 MAX.
FROM CORNERS AND 24„314° MAX, O.C.
4) FOR SIZES NOT SHOWN, ROUND UP TO
THE NEXT AVAILABLE SIZE-
5) FOR ANCHORAGE INSTALLATION DETAILS
SEE SHEETS 14 & 15.
6) CONFIGURATIONS WHERE THE DOOR
LOCKSTILE ABUTS A SIDE LITE ARE NOT
AVAILABLE WITH REINFORCEMENT.
7) SIDE LITE OVERLAPS DOOR BY 314 ONCE
ASSEMBLED.
EXAMPLE;
DXXO WITH GLASS TYPE B.
71-3W WIDEX 95-3/4' HIGH DOUBLE DOOR
WRH (2) 36-3/4° X 95-3W SIDE LITES,
ANCHOR TYPE 21NTO CONCRETE,
DESIGN PRESSURE = +34 /-S4 PSF,
SEE EXAMPLE 4. SHEET 2 FOR DP EXAMPLE
DOOR ANCHOR REQUIREMENTS FROM TABLE 11:
4 ANCHORS @ EACH SIDE LITE JAMB
6 ANCHORS EACH DOOR PANEL @ HEAD
5 ANCHORS EACH DOOR PANEL @ SILL
3 ANCHORS EACH SIDE LITE @ HEAD
3 ANCHORS EACH SIDE LITE @ SILL
OSEE CIRCLED VALUES ON TABLE 11
..= DENOTES ANCHOR LOCATION.
S@6riLIC1 -U-
Ea amvbko V46 dse �rti.
A e� L-7-oSG -0 S
EsFs ad aDmte a -lo ^"
itam>r Radr laloducs Cerm.9
F) NEW SHEET COMBINING SIZE
a ELEVATIONS, ZONE ELEVATIONS
AND ANCHOR TABLES. -JR -
C 04/10/17
W z
�•
Y
O
�
w
�
�
nay
rn c
y i
o
ouo
W
O
7
ti
rn
o
o
M
J cl iE
6L �=
Z
Lu
Z fG
Lff
E
W Z Ta
LEI
F
oN
am a
p R
t.l.l
UD
Z �:
-
rA
013
11_
O
1r
�
r
o
n
=
2
Ucf)J
co
h
Z
c
LU
d+ems
U-
L
Ill
Q
1
Ox
o
O
�. JCEN�cF''•,l�
N0.52705
J3 ill-l7t F 4ul
.`�u
O� •.. sTN7E OF �
ti
A. LYNN MILLER. P.E.
EDGE DISTANCE—► +— EDGE
�DISTANCE1
ZX WOOD I SEE TABLE A, SHEET 1 .' EDGE DISTANCE �•-
BUCK, NOTE 1 I SEE TABLE
7X WOOD g I EMBEDMENT /`A, SHEET 1
I>� %fC�� �l I BUCK, NOTE
DOOR HEAD (WOOD)
EMBEDMENT
IW MAX. SHIM — I
T
y
ED
2X WOOD i
STAGGER
ANCHO
BUCK, NOTE 1
DOOR JAMB (WOOD)
rSEE TABLE A, SHEET 1
MAX. SHIM
EDGE DISTANCE
MAX. SHIM
EMBEDMENT
Hffi�
2X &COD
EDGE DISTANCE BUCK, NOTE 1
DOOR SILL (WOOD)
1/4'
MAX. SHIM
SEETABLE
A,SIEETI
DOOR HEAD (CONC)
EMBEDMENT
—
114° pSAX. SHIM
EDGE DISTANCE
i • itlilft( iFC
STAGGERED
ANCHORS i �-LIFETABLE
A. SHEET 1
lX WOOD
BUCK,NQTE1
DOORJAMB (CONC) .
TABLEA,SHEETI
F-1f4„ Max.
SEE TABLE a {•" �' nr ��
A. SHEET 1
.;- • A..
EMBEDMENT
+-- + EDGE DISTANCE
DOOR SILL (GONG)
EDGE
114" MAX SHIM
SEE TABLE
L, A. SHEET 1
DOOR HEAD (ALUMINUM)
IN
;DGE DISTANCE
STAGGERE
ANCHOR
A, SHEE71
DOOR JAMB (ALUMINUM)
4' MAX SHIM
SEE TABLE
A, SHEET 1
DOOR SILL (ALUMINUM)
1. WOOD BUCKS DEPICTED AS Ix ARE LESS THAN 1 1i2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2"
THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ).
2, IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED. NON -SHRINK, NON-METALLIC GROUT(3360 PSI MIN.), (DONE BY OTHERS) kUST FULLY SUPPORT THE ENTIRE
LENGTH OF THE SILLTHAT IS NOT TIGHT TO THE SUBSTRATE. AND TRANSFER SHEAR LOAD TO SUBSTRATE, IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT
AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. `7 EXTERIOR INTERIOR
3. TYP. ANCHOR TYPE, EMBEDMENT & EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1„ (ALL HEAD S SILL SECTIONS)
P-raOt1Ci1;
=_*k2xiti, aye C+'maddn
twuli°g Code
Am VI.aom No 17-0`y u .01
E.Pi d- Oat° a29 ', "'
I 6 c—, J - ( �,,.c._\r
t&.n+ ra it Rumeetie
F) CLARIFIED DETAILS. ADDED
m ALUMINUM. •JR-04110117
4
(7
z
vi
p
�
•aad
o
O
to
U
Q M V ¢
ui
O
Z� CD
000 ®�
_5
to
�
�s
E Z
H
°....Q
_nie
O W + ¢
J
] a}.
ul
N
LI.,
Q
13ayY
OW
0
to
U
J
z
<
l
IlLL cc
F—
co
a
1
w
5
p
o
Q
O
Q
001Ay LYNN�.,�,J
��. ' ��cENSF •.l{�
* : No. 56705
' 1VAL1EaC`��
A. LYNN MILLER, P.G.
REfi 511705
SEE TABLE —► f �+—EDGE DISTANCE
2X '7 EDGE DISTANCE A, SHEET I �� —^� �^--EDGE DISTANCE
BUCK,NOTEI i
SEE TABLE
1 __ • . , I1EMBEDMEN7 11 i 11 /-A.SHEETI
—I/4" MAX SHIM
SEE TABLE
A, SHEET
SIDE LITE HEAD (WOOD)
I EMBEDMENT
114" MAX. SHIM
EDGE DISTANCE
A
f(�SEE TABLE
a SHEET I
BUCK 140TE 1
SIDE LITE JAMB (WOOD)
r-SEE TABLE A, SHEET 1
MAX SHIM
EMBEDMENT
EDGE DISTANCE- -," -----I `BUCK, NOTE 1
1X WOOD
BUCK,
NOTE 1
SIDE LITE HEAD (CONC)
MAX SHIM
E
1
EMBEDMENT
114" MAX SHIM _
SEE TABLE j ! EDGE DISTANCE
A. SHEET I
SEETABLE
-I A, SHEETI
IX WOOD BUCK, NOTE 1J
SIDE LITE JAMB (CONC)
r-SEE TABLEA SHEET I
— 114" MAX SHIM
SEETABLE
A, SHEET I
SIDE LITE HEAD (ALUMINUM)
1!4" MAX. SHIM -1
EDGE DISTANCE
SEE TABLE
A, SHEET 1
SIDE LITE JAMB (ALUMINUM)
rSEE TABLE A. SHEET 1
EDGE DISTANCE- --
SIDE LITE SILL (WOOD) —EDGE DISTANCE SIDE LITE SILL (GONG) SIDE LITE SILL (ALUMINUM)
1. WOOD BUCKS DEPICTED AS 1xARE LESS THAN 1 112" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 112"
THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ).
2. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED, IF USED, NON -SHRINK, NON-METALLIC GROUT (3350 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE EN71RE
LENGTH OF THE SILL THAT IS NOT 7IGHTTO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT
AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. EXTERIOR INTERIOR E
3. TYP. ANCHORTYPE, EMBEDMENT & EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1.. (ALL HEAD & SILL SECTIONS)
MAX. SHIM
:E TABLE
SHEET
1XWCOD' U
BUCK, NOTE 1 - IW MAX, SHIM
SEE TABLE -
A. SHEETI^ •'r EMBEDMENT
12
PROBUCTBa•" vwAm
esomwosm Wfti ffia rnatw
N oft?. C'�do
A.A...N. 17-C)': . 01
E:IJrsJsA dfeoe 2a 7a22
Rm'. £
F) CLARIFIED DETAILS, ADDED
1 ALUMINUM. - JR - 04/10117
55
UJ .
r
Y
c!)
Of w
❑
❑ o
} CN o
O
2J0Q
U)
O
U'CN
O
o
zJ coO a w
Z
U
LLr
1�> a
W
T
U)
,s
D_
J
LL
O
0
❑
jcayc
®
❑
J
P
U
en
Z
G
W
Z
° wE
C
W
W
r
U
❑
J
J
W
❑
O
❑
* ; No.58705
���-. ViT I,
r(/
10NAL
tiENG��`
A. LYNN MILLER,
P.E.
P.E-0 SHOE