HomeMy WebLinkAboutwindow door NOA FD101 17050401MIAW�A�E MIAMI-DARE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION 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, EL 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 "ED-101" Aluminum Outswing French Doors w/wo Sidelites- L.M.I.
APPROVAL DOCUMENT: Drawing No. 11005-1 Rev G, titled "Alum. French Door & Sidelites, ImpacY', sheets 1
through 15 of 15, dated 04/04/2012 and last revised on 09/17/17, prepared by PGT Industries, signed and sealed by
Anthony Lynn Miller, P. E., bearing the MiamiDadeCounty Product Control Revision stamp with the Notice of
Acceptance number and Expiration date by the MiamiDadeCounty Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
Limitations:
1. 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 1 or table 2 shall control.
2. Standalone X, XX and O configuration unit do not required, reinforcement (item 422).
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 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 #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 L Chanda, P.E.
NOA No. 17-0504.01
""g "g "' Expirafion Date: October 18, 2022
Approval Date: September 28, 2017
�4
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted under previous approvals
A. DRAWINGS
1. Manufacturer's die draw ngs and sect ons (Submitted under files #listed below)
2. Drawing No. 11005-1 Rev F, titled "Alum. French Door & Sidelites, Impact', sheets I 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.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/ FPS,
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 tinder 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 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 # 12-516002/411-1013422)
C. CALCULATIONS (Submitted under file 915-0528.24)
1. Anchor verification calculations and structural analysis dated OS/22/15, complying with FBC-
214 (5" Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E.
2. Glazing complies w/ ASTME-1300-02, 04 & -09.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
Ishaq I. Chanda, P.E.
Product Control Examiner
NOA No. 17-0504.01
Expiration Date: October 18, 2022
Approval Date: September 28, 2017
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 415-0528.24)
1. Statement letter of conformance to FBC 2014(5th 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.
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 09/17/17, prepared by PGT Industries, signed and sealed by Anthony
Lynn Miller, P.E.
Be TESTS
1. None.
C. 1. Anchor verification calculations and structural analysis dated 08/O1/17, complying with FBG
2014 (STH Edition) & 2017(6E(iition), prepared by PGT, signed and sealed by Lynn Miller, P.E.
2. Glazing complies w/ ASTME-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 Ktuaray America, Ine. (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. 154201.11 issued to Eastman Chemical Company (MA) former
Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21/21.
F. STATEMENTS
1. Statement letter of conformance to FBC 2014(Sa' edition), FBC 2017(6ih edition) and letter of no
financial interest, prepared by PGT, dated 08/01/17, signed and sealed by Lynn Miller, P.E.
G. OTHER
1. This NOA revises & renews NOA 916-0629.17, 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
RIES 101 OUTSWING, IMPACT RESISTANT
FRENCH
s + AND SIDE
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, Q, XX, XO, OX, XXO, 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 8-11. 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, 5212 & 6864; ELCO ULTRACON & CRETEFLEX NOA'S
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).
INSTRUCTIONS:
1) DETERMINE THE DESIGN PRESSURE, DP REQUIREMENT
(LBS/FT2) FOR THE OPENING USING THE ASCE-7 STANDARD.
2) ON SHEET 2, TABLES 1 & 2 REFER TO PRODUCTS THAT ARE
REINFORCED. TABLES 3 & 4 REFER TO PRODUCTS THAT ARE
UNREINFORCED. DETERMINE THE DESIGN PRESSURE OF
YOUR PRODUCT USING THE APPROPRIATE SET OF TABLES.
EXAMPLES ARE GIVEN ON SHEET 2. THIS DESIGN PRESSURE
NEEDS TO BE HIGHER THAN THE OPENING'S REQUIRED
DESIGN PRESSURE FROM STEP 1.
3) DETERMINE YOUR ANCHOR GROUP FROM TABLE A, THIS
SHEET AND YOUR GLASS TYPES, (A - D), FROM THE GLAZING
DETAILS ON THIS SHEET.
4) FROM SHEETS 7-13, FIND THE SHEET THAT PERTAINS TO
YOUR PRODUCT AND DETERMINE THE ANCHOR QUANTITIES
REQUIRED.
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.
3/8" NOM.
—� � GLASS STACK
3/16" HS GLASS
.090" PVB1 OR PVB2
INTERLAYER
1 /8" AN OR HS GLASS
DESIGN PRESSURE
RATING
IMPACT RATING
SEE TABLES 1
ON SHEET 2
- 4
RATED FOR LARGE & SMALL
MISSILE IMPACT RESISTANCE
TARI F A'
Min.
Anchor
Group
Anchor Type
Frame
Member
Substrate
Min. Edge
Distance
Embedment
or Metal
Thickness
1/4" Elco UltraCorYJ
All
Concrete (min. 2.85 ksi)
1-3/4"
1-3/8"
1
Fy==155 ksi, F= 177 ksi
Jamb
Hollow Block (ASTM C90)
1-3/4"
1-1/4"
2
114" 410 SS Eico CreteFlexO
All
Concrete (mfn. 3,35 ksi)
1-3/4"
1-3/4"
Jamb
Hollow Block (ASTM C90)
1-3/4"
1-1/4"
All
Southem Pine (SG = 0.55)
1"
1-3/8"
F =127.4 ksi, F=189.7 ksi
3
#12 Steel SMS (Gr. 5)
All
Southern Pine (SG = 0,55)
9116"
1-3/8"
All
6063-T5 Aluminum
3/8"
1/8"
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
02017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
a 2014 FLORIDA BUILDING CODE (FBC), STH EDITION
ASTM E1300-09
o ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION
o ALUMINUM DESIGN MANUAL, ADM-2015
o AISI S100-12
o AISC 360-10
3/16" HS GLASS
.090" PVB1 OR PVB2
INTERLAYER
316" AN OR HS GLASS
1 /2" GLASS
BITE
3/8" LAMI NOM.
GLASS TYPE A, (PVB1),
GLASS TYPE B, (PVB2)
7/16" NOM.
GLASS STACK
1 /2" GLASS
BITE
EXTE�aIOR �7/16" LAMI NOM.
GLASS
TYPE
C
(PVB1),
GLASS
TYPE
D,
(PVB2)
GLAZING DETAILS ........... 1
DESIGN PRESSURES ...... 2
VERT SECTIONS 3
HORIZ. SECTIONS........... 4
PARTS LIST..... ................. 5
EXTRUS I ONS................... 6
ANCHOR QUANTITY ........ 7-13
I NSTALLATI ON ................. 14-15
13/16" NOM.
GLASS STACK
1/8" HS
AI R
3/16" TP GI
3/16" HS GLASS
090" PVB1
OR PVB2
INTERLAYER
1 /2" GLASS
BITE
'a
ExTERIOR 13/16" LAMI IG NOM.
GLASS TYPE E
AN =ANNEALED
HS = HEAT -STRENGTHENED PVB1 = .090" TROSIFOL® PVB BY KURARAY AMERICA, INC.
TP =TEMPERED PVB2 = .090" SAFLEX/KEEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL CO.
F) REORGANIZED SHEETS AND
UPDATED TO FBC 2017, ADDED
m TABLE A & ALUM. SUBSTRATE. -
JR - 04/10/17
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LYNq�
No. 58705
ATE . ��;
•is
•ll1ZORioP•.••' N�:
,®ONAL �� a\
A. LYNN MILLER, P.E.
P.E.# 58705
�nrl4=1
DESIGN PRESSURES FOR REINFORCED DOORS, ALL GLASS TYPES
X FRAME
WIDTH
XXFRAMEl
WIDTH
FRAME HEIGHT
6$ - 79 314"
7° - 83 3!4"
87 3/4'
91 3!4"
8° - 95 3/4"
30 371t2"
g° 71 3/4
+75.0 -75.0
+75.0 -75.0
+75.0 -75.0
75.0 -75.0
75.0
-75.0
�raar�ra
DESIGN PRESSURES FOR
REINFORCED
SIDE LITES
GLASS
TYPES
FRAME
HEIGHT
6'- 79 3/4"
7° - 83 3/4"
87 3/4"
91 3/4"
80 - 95
3/4"
F361/811
+75.0
-75.0
+75.0
-75.0
+75.0
-75.0
+75.0 -75.0
+75.0
-75.0
A
+75.0
-75.0
+75.0
-75.0
+71 4'-71.4
+67.6 -67.6
+64.2
-64.2
+75.0
-75.0
+74.9
-74.9
+70.4
-70.4
66.6 1 -66.6
+63.1
-63.1
B, C, D OR E
36 3/4"
+75.0
-75.0
+75.0
-75.0
+75.0'
-75.0
+75.0 j -75.0
+75.0
-75.0
FOR MAX. SIZES OF COMBINED UNITS, SEE SHEETS 10-13.
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 79-3/4"
SIDE LITE (SEE NOTE 8)
DOOR DESIGN PRESSURE _ +75 / -75 PSF
SIDE LITE DESIGN PRESSURE _ +75 / -75 PSF
OVERALL DESIGN PRESSURE = +75 / -75 PSF
EXAMPLE 3, (USING TABLES 3 & 4): OXO WITH GLASS TYPE C,
UNREINFORCED,
30" WIDE X 87-3/4" HIGH SINGLE DOOR WITH (2) 26" X 87-3/4"
SIDE LITES (SEE NOTE 8)
DOOR DESIGN PRESSURE _ +43.6 / -43.6 PSF
SIDE LITE DESIGN PRESSURE _ +47.2 / -47.2 PSF
OVERALL DESIGN PRESSURE = +43.6 / -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 = +75 / -75 PSF
DESIGN PRESSURES
FOR
UNREIN FORCED
DOORS,
ALL
GLASS TYPES
X FRAME
WIDTH
XX FRAME
WIDTH
FRAME
HEIGHT
68- 79 3/4"
7° - 83 3/4"
87 34'
91 3/4"
8° - 95
3/4"
2°
251/2"
40 47
3/4"
+58.6
-58.6
+55.4
-55.4
+62.4
' -52.4
+49.8
.49.8
+47.4
-47.4
271/2"
51
3/4"
+54.9'_.
-64.9
+518
-51.8
+49,0
-49.0
+46.5
-46.5
+44.3
-44.3
291/2"
55
3/4"
+51.7
-51.7
+48.8
-48.8
+46A
-46.1
+43.8
-43.8
+41.6
-41.6
26
311/2"
50 593/4"
+49.0:
-49.0
+46.2
-46.2
+43.6
-43.6
41A
-41.4
+39.3
-39.3
28
33112"
5° 63
3/4"
+431
-43.1
+43.1
-43.1
+41.5
-41.5
+39.3
: -39.3
+37.3
-37.3
351/2"
67
3/4"
+38.1 €
-381
+38.1
-38.1
+38.1
-38.1
+37.5
-37.5
+35.fi
-35.6
3°
371J2"
g° 71
3/4"
+34.0
-34.0
+34.0
-34.0
+34.0
-34.0
+34.0
•34.0
+34.0
-34.0
TABLE 4:
DESIGN PRESSURES FOR UNREINFORCED SIDE LITES
GLASS
TYPE
FRAME
WIDTH
FRAME HEIGHT
68 - 79 3/4"
70 - 83 3/4"
87 3/4"
91 3/4"
80- 95 3/4"
10 3/4"
+75.0
-75.0
+75.0
-75.0
+75.0
-75.0
+75.0 -75.0
+75.0
-75.0
12 3/4"
+75.0
-75.0
+75.0
-75.0
+75.0
-75.0
+75.0 -75.0
+75.0
-75.0
19"
+72.4
-72.4
+68.5
-68.5
+65.0
-65.0
+61.9 -61.9
+59.0
-59.0
A B, C, D
OR E
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
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 = +70.4 / -70.4 PSF
EXAMPLE 4, (USING TABLES 3 & 4): OXXO WITH GLASS TYPE B,
UNREINFORCED,
71-3/4" WIDE X 95-3/4" HIGH DOUBLE DOOR WITH (2) 36-3/4" X
95-3/4" SIDE LITES
DOOR DESIGN PRESSURE _ +34 / -34 PSF
SIDE LITE DESIGN PRESSURE _ +34 / -34 PSF
OVERALL DESIGN PRESSURE = +34 / -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
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)3 IS REQUIRED AT DOOR
TO SIDE LITE CONNECTIONS,
WHEN USING TABLES 1 & 2.
3) DOOR AND SIDE LITE
COMBINATIONS FROM TABLES 3
III w
4` •R• LI A' u !-
4) DESIGN PRESSURES UNDER 40
PSF ARE NOT APPLICABLE IN
MIAMI-DADE COUNTY.
5) FOR DOOR -ONLY
CONFIGURATIONS (X, XX), ONLY
TABLE 1 IS APPLICABLE.
REINFORCEMENT, PART#22, IS
NOT REQUIRED.
6) FOR SINGLE, STAND-ALONE
SIDE LITES (0), ONLY TABLE 2 IS
APPLICABLE. REINFORCEMENT,
PART #22, 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.
FOR 32" "X" DOOR WIDTH IN
TABLE 31 USE 33-1/2")
GLASS TYPES (ALL TABLES THIS SHEET):
A. 3/8" LAMI (1/8" A, .090 PVB, 3/16" HS)
B. 3/8" LAMI (1/8" HS, .090 PVB, 3/16" HS)
C. 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS)
D. 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS)
E. 13/16" LAMI IG (3/16" TP, 1/4" AIRSPACE,
1/8" HS, .090 PVB, 3/16" HS)
z-
G) NO CHANGES THIS SHEET. -
-O°04/10/17
04 W z Y C7
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40 EXTERIOR INTERIOR
EXTERIOR INTERIOR
10 1 2 60
37
i64 AT HEAD/JAMB
60
65 AT SILL/JAMB
CLEAR -COLORED
__
SEALANT
EXTERIOR INTERIOR
- 62
® 63 -LO
MAX.
MAX SIDE
Mom' DOOR MAX. -_ LITE 62
DLO FRAME DLO FRAME
HEIGHT HEIGHT
qnjL
30
12 SL VIEW G-G
40
61 CORNER ASSEMBLY
VV
40
1.489
11 -
DOOR SECT. A -A SL SECT, B-B
14-16,102
VERTICAL VERTICAL
W
G) NO CHANGES THIS SHEET. -
JR - 04/10/17
r
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LYN
s
No.58705
TE
NAL
A. LYNN MILLER, P.E.
P.E.# 58705
MAX.'XXFRAME WIDTH
f DLO ®XX® SECT. C-C
35 36 34 �4 ORIZ.
MAX. 'X' FRAME WIDTH
SPACING, SAME AS 3/a^ �—
JAMB ANCHOR SPACING 67
(SEE SHEETS 7, 8 AND 9) MAX. SL FRAME WIDTH
SEE NOTE 3, 22 �� r-DLO
THIS SHEET
Fy
SL SECT. E-E
HORIZ. (DOOR W/SIDE LITE)
46)(45)
( 5
REINFORCEMENT
NOT REQUIRED FOR
STAN D-ALONE 'X'
DOORS.
MAX. _
DLO '®I
REINFORCEMENT
MAX. SL FRAME WIDTH NOT REQUIRED FOR
STAND-ALONE 'O'
f DLO
SL
SECT. F-F
HORIZ. (SINGLE SIDE LITE)
m
REINFORCEMENT
NOT REQUIRED FOR
STAND-ALONE 'XX'
DOORS.
INTERIOR
EXTERIOR
NOTES:
m
1) CLEAR OPENING FOR'X' AND'XX' DOORS AS FOLLOWS:
WIDTH:
DOORS = DOOR FRAME WIDTH - 5.646
'XX' OR = DOOR FRAME WIDTH / 2 - 4.079
HEIGHT:
DOOR FRAME HEIGHT - 3.259"
2) SIDE LITES OVERLAP'X' AND'XX' DOORS 8Y 3/4" WHEN
ASSEMBLED TO MAKE 'XO', 'OX', 'OXO' 'XXO'; 'OXX' AND 'O:
CONFIGURATIONS.
3) FULL LENGTH REINFORCEMENT APPLICABLE TO DOOR
AND SIDE LITE COMBINATIONS FROM TABLES 1 AND 2,
SHEET 2. ITEM 22 IS NOT REQUIRED WITH COMBINATIONS
FROM TABLES 3 AND 4, SHEET 2, OR WITH STAND-ALONE'O',
CONFIGURATIONS FROM TABLES 1 AND 2.
G) NO CHANGES THIS SHEET. -
y JR-04/10/17
w z Y O
w o naa
qqt O
p w w O (0
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V%CENSF ' 1140
No.58705 '
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.
'®� •''. Ft OR ®P.••'. ��a
NAL
A. LYNN MILLER, P.E.
P.E.# 58705
ITEM
DWG #
PGT#
DESCRIPTION
1
943B
60411
FRAME HEAD
2
1010
6Q300
WSTP.,Q-LON .190 X.375 HIGH
3
7070
67070K
BULB WEATHERSTRIP .187 X.300 HIGH
4
955
7955X
FLUSHBOLT STRIKEPLATE
5
938
7938X
2 PT. LOCK STRIKEPLATE
6
956
7956A
TF AME HEAD STRIKEPLATE BACKING PLATE
7
7832X12FPXP
ii8-32 X.500 PH. FL. MS - S.S. W/SILICONE PATCH
8
995
70995
GASKET (BETWEEN THRESHOLD &FRAME JAMB)
9 1996
170996
GASKET (BETWEEN HEAD & FRAME JAMB)
10 1952A
16533016
FILLER HEAD ADAPTER
11
11000
611000M
OUTSWING THRESHOLD
12
1670
671670
WSTP, .350 RD FOAM FILL T-SLOT (AMSBURY#32011)
13
11004A
611004M
OUTSWING THRESHOLD CHANNEL COVER
14
11001A
411001A
ACETAL SPACER.065 @ THRESHOLD, OPTIONAL
15
11002A
411002A
ACETAL SPACER.095 @ THRESHOLD, OPTIONAL
16
11003A
411003A
ACETAL SPACER.140 @ THRESHOLD, OPTIONAL
20
915D
60380
FRAME JAMB (OUTSWING)
21
1010
6Q300
WSTP.,Q-LON .190 X.375 HIGH
22
6608
66608M
REINFORCEMENT, 1.000 X2.750 X0.650, 6061-T5
23
1140
78X12PSATS
X1500 PH SQ A T/S
24
1048
71048
JAMB SCREW COVER CAP
25
930
41721N
STRIKE PLATE INSERT
26
1118
71OX34PFA
#10 X.750 PH. FL. SMS
27
7070
67070K
BULB WEATHERSTRIP .187 X.300 HIGH
30
910D
691
DOOR PANEL, TOP & BOTTOM RAIL
31
911E
6911
DOOR PANEL, SIDE RAIL
32
917
7FRMO
HINGE EXTRUSION
33
1178
71058FP W,B
#10 X.625 PH, FL. SMS
34
913A
60378M
TRUSS CLAMP
35
1130
6TRODA
5/16-18 THREADED ROD
36
990
7990NUTA
5/16-18 FLANGED HEX NUT
37
914A
60379M
WEATHERSTRIP CHANNEL
38
7834FPT
#8 X.75 PH. FL. TEK
39
997
70997
GASKET (BETWEEN PANEL HEAD/SILL & PANEL STILES)
40
1023
67924G
WSTP., .187 X .250 HIGH, FINSEAL
41
928
41720
SLIDE BOLT ASSY. (INACTIVE PANEL ONLY)
42
1145
76X12FPAW
#6 X.500 PH FL SMS TYPE BIDS
43
1212
7PWGG
SILL DUST PLUG (INACTIVE PNL)
44
1983B
6983
DOOR PANEL ASTRAGAL 1(OUTSWING)
45
984B
6984
DOOR PANEL ASTRAGAL 2(OUTSWING)
46
1213
60200K
WSTP.,Q-LOW .190 X.200 HIGH
47
929
74UBLOK
LOCK SUPPORT ASSY. (41707 & 41708)
48
1139
7634F
#6 X.750 PH. FL. SMS
49
982
FD2PTAY
2PT.LOCKASSY.
50
6R180FS
RUBBER SLEEVE
51
930
41721
STRIKE PL. INSERT (INACTIVE PANEL)
52
931
7FRSPX
DEADBOLT STRIKE PLATE
53
1118
71OX34PFA
1#10 X.750 PH FL. SMS
54
95
70957X
HANDLE STRIKE PLATE
55
Ill 8
71OX34PFA
#10 X.750 PH FL. SMS
60
920D
6920D
SIDELITE HEADER
61
921D
6921
SIDELITE SILL
62
19166
60351
SIDELI IL JAMB
63
1155
781 PQA
#8 X 1.000 QUAD PN. SMS
64
998
7998
HEAD GASKETS (STOCKING #70998)
65
999
7999
SILL GASKETS (STOCKING #70999)
66
934A
61641M
SIDELITE JAMB ADAPTER
67
1#12 X 1.000 SHEET METAL SCREW
70
712653K
SETTLING BLOCK, 3/32" X 1/4" X 1" W/PSA
71
71267K
SETTING BLOCK, 1/16" X 1/2" X 1" W/PSA
72
4222A
64222
BEAD, 7/16"
73
988
6986
BEAD, 3/8"
74
988
IG BE
92
1986
64986
BEAD, INTERIOR
93
1224
6TP247
BULB, iFIICK (USED IN EXTRUDED BEAD)
94
GLAZING
SILICONE, DOW 899 OR 983
95
GLASS, 3/8" LAMI - 1/8" A, .90 PVB, 3/16" HS
96
GLASS, 3/8" LAMI - 1/8" HS, .90 PVB, 3/16" HS
97
GLASS, 7/16" LAMI -3116" A, .90 PVB, 3/16" HS
98
GLASS, 7116" LAMI -3/16" HS, .90 PVB, 3/16" HS
102
11006A 41106A
ACETAL SPACER.295 @ THRESHOLD, OPTONAL
103
OFF -THE SHELF
DEAD BOLT LOCK, MIN 1" THROW, GR 3 STEEL
104
OFF -THE SHELF
HANDLE/LATCH ASSEMBLY, MIN 7116" THROW, GR 3 STEEL
I I tM5 4 "I /-"I y, YTS, Y`J, Ob-Oy, OiS, Oy, / 0-/ a, b4-y 16t yy- I V I HRC IV V 1
USED AND ARE NOT PART OF THIS APPROVAL.
SILICONE
STRUCTURAL 1/4" NOW.
POLYISOBUTYLEN
WITH DESICCANT
EXT. GLASS-;80 KODISPAC.E
4SG TPS
INT. GLASS
HOT -MELT BUTYL
STRUCTURAL
SILICONE
FOAM 3/16" NOM.
WITH
DESICCANT
SUPER
EXT. GLASS 81 SPACER®NXTTM
INT. GLASS
ALUMINUM
REINFORCEMENT
5/16" NOM.
BUTYL &
DESICCANT
FOAM D U RAS EALR'
EXT. GLASS 82 SPACER
INT. GLASS
POLYISO- DESICCANT FILL AREA
UTYLENE 5/16" NOM.
SEAL
SILICONE SEAL
ROLL -FORMED
STAINLESS STEEL
EXT.
XL EDGETM
83 SpQt1FR
GLASS
Part#
Description
Material
Kommerling 4SG TPS Spacer System
80
81
Quanex Super Spacer nXr with Hot Melt Butyl
See this
Sheet for
82
Quanex Duraseal Spacer
Materials
83
Cardinal X- Edge Spacer
REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970
� F) NO CHANGES THIS SHEET. -JR
04/10/17
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No. 58705
TE
% /ZONAL 0
//,it llllll\\\
A. LYNN MILLER, P.E.
P.E.# 58705
-1.750
4.000
DOOR PANEL
30) TOP & BOTTOM RAIL
6063-T5
-1.750
4.100
DOOR PANEL
31 SIDE RAIL
6063-T5
3.655 i
Imo- i 3.111 1
550
1.4100To
1 FILLER HEAD ADAPTER
1® 6063-T6
.272 1.479
050
OFRAME HEAD
6063-T6
050
.079 1.489
489 i
3.000 -------- l
11 OUTSWING THRESHOLD
6063-T6
4.100
1.500-®
-.125
750
TRUSS CLAMP
34 6063-T5
1
5.459
6.085
1.750 -
DOOR PANEL
G}4 INTERIOR ASTRAGAL
6063-T5
4.675
J� 050
683
3/16" GLAZING BEAD
74 6063-T5
�+ 3.100 -�
6O SL HEADER
6063-T6
50
3.100
61 SL SILL
6063-T6
-1.750 1
CI
DOOR PANEL
4rj EXTERIOR ASTRAGAL
6063-T5
+�i ►-.363
1-14 050
.683
D5/8" GLAZING BEAD
76 6063-T5
1.4801
2O DOORFRAME
JAMB
6063-T6
1.578
.890 --
-- .050
3.000
62 SLJAMB
6063-T6
O50 1.620
37 WEATHER
STRIP CHANNEL
6063-T5
0.375
2
125
32 HINGE
6063-T5
74 IG GLAZING BEAD
6063-TS
.504 --►-�
.830 .360
055���
13 OUTSWING THRESHOLD
CHANNELCOVER
6063-T6
2.980 2.750 gg
050 T
® 1.000
.650�
SL JAMB 125
66 ADAPTER 22 TUBE MULL
6063-T6 6063-T5
F) NO CHANGES THIS SHEET. - JR
- 04/10/17
W z r Y
> 0 "aa
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No.58705
F
• •. CORIDP..•'• C� : `
Si/701VAL .eq �
/�/1111111 , '.
A. LYNN MILLER, P.E.
P.E.# 58705
TART F F
X DOORS,
ALL GLASS TYPES
ANCHOR TYPE &
SUBSTRATE
213, WOOD
3 ALUM
112, CONC
LOAD ZONES
-
¢
m
¢
X
iJ
J
o
w
X
U
J
G N
m o
¢ w
X X
MAX
DOOR
WIDTH
MAX
FRAME
HEIGHT
25,50
79.75
83.75
87,75
91.75
95,75
5
2
4 2
5
2
4 2
5
2
4 2
5
2
4 2
6
2
4 2
27,50
79,75
83.75
87,75
91,75
95,75
5
2
4 1 2
5
2
4 2
5
2
4 2
6
2
4 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 i 2
6
2
4 2
31,50
79.75
83,75
87,75
91.75
95,75
5
2
4 2
6
2
4 2
6
2
4 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 1 3
7
3
4 3
35.50
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
37.50
79,75
83.75
87.75
91.75
95.75
6
3
4 3
6
3
4 3
7
3
4 j 3
7
3
4 3
7
3
4 3
20-7/8"
MAX. O.C.
6" q_q
/
84-3/8"
Mi X. DLO
D-D \
4
24-9/16'\
MAX. DLO \
I
A -A
3
37-1/2" MAX.
DOOR FRAME WIDTH
TYP, DIMENSIONS OF
SINGLE DOOR, X
23-1 /8"
MAX. O.C.
MAX."
MAX.
FRAME
HEIGHT
HEAD
ZONE "C"
Y� SILL
ZONE "C"
LOAD ZONES FOR
SINGLE DOOR, X
NOTES:
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, 4n MIN. O.C. FOR CMU):
JAMBS (ALL): 13-1/4" MAX. FROM CORNERS AND 23-118" MAX. O.C.
HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20-7/8" MAX. O.C.
4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE.
5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEET 14.
Design Pressure
See Sheet 2, Table 1
F) NEW SHEET COMBINING SIZE
ELEVATIONS, ZONE ELEVATIONS
ANCHOR TABLES. - JR -
04/10/17
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No. 58705
67 NOAL le a�
, I
A. LYNN MILLER, P.E.
P.E.# 58705
XX DOORS,
ALL GLASS TYPES
ANCHOR TYPE &
SUBSTRATE
2, 3, WOOD 112, CONC
3 ALUM
LOAD
ZONES
Q
X
0
J
N
Q
_
X
Q
2
X
0
J
y
_
X
MAX DOOR
FRAME
WIDTH IDTH
MAX
FRAME
47.75
79,75
83.75
87.75
91.75
95.75
4
3
4
2
5
2
5
T44
2
5
2
5
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
83.75
87.75
91.75
95.75
5
5
4
2
5
5
4
2
6
5
4
3
6
5
4
3
6
5
4
3
63.75
79,75
83.75
87.75
91.75
95.75
5
5
4
2
6
5
4
3
6
5
4
3
6
5
4
3
7
6
1 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
6
4
3
7
6
4
3
71.75
79,75
83.75
87.75
91.75
95.75
6
5
4
3
6
5
6
5
7
6
A43
7
6
2"MAX. O.C. Design
he Pressure
MAX. 9" MAX. A_A � See Sheet 2, Table 1
3
13-1/4" MAX.
23-1/8"
/ \ MAX. O.C.
84-3/8"
95-3/411
MAX. DLO /
/ MAX.,
\ / _ FRAME
C HEIGHT
4 \ /
24-9/16'l /
MAX. DLO\ /
(A A)
3
71-3/4" MAX. DOOR FRAME WIDTH
TYP, ELEVATION OF XX CONFIGURATION
HEAD
ZONE "D" M X HEAD
ZONE "D"
/ \
/ \ 13.05"
/ \ O.C.
w / \ z
z z
O
� 91-3/4"
m m
\ / 13-1/4"
20-7/8" g^ -►j 6" MAX.
SILL M�'� SILL
ZONE "D" ZONE "D"
63-3/4"
NOTES:
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" MAX. FROM CORNERS AND 23-1/8" MAX. O.C.
HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM
ASTRAGAL CENTERS AND 20-7/8" 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 91-3/4" HIGH DOUBLE DOOR,
ANCHOR TYPE 3INTO WOOD
DESIGN PRESSURE = +75 / -75 PSF,
SEE EXAMPLE 6, SHEET 2 FOR DP EXAMPLE
DOOR ANCHOR REQUIREMENTS FROM TABLE 6:
6 ANCHORS @EACH JAMB
5 ANCHORS EACH DOOR PANEL @ HEAD
5 ANCHORS EACH DOOR PANEL @ SILL
OSEE CIRCLED VALUES ON TABLE 6.
X =DENOTES ANCHOR LOCATION.
F) NEW SHEET COMBINING SIZE
ELEVATIONS, ZONE ELEVATIONS
'm AND ANCHOR TABLES. -JR-
04/10/17
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No.58705 '
ggE
`S O
®/ NAL 1�
A. LYNN MILLER, P.E.
P.E.# 58705
TABLE 7:
Design Pressure
See Sheet 2, Table 2
_ 17-7/8"
MAX. Q.C.
6" g-g HEAD
MAX. 3 �ZONE"E"�
93-1/4" MAX.
2 MAX.O.C.X. O./
ro m
w
95-3/4" z z
84-3/8" MAX. O Q
N m
MAX.DLO FRAME m
HEIGHT
F-F
4
33-5/8"
MAX. DLO
g_g SILL -
3 ZONE "E" -I
36-3/4" MAX.
IDE LITE FRAME WIDTH
TYR 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 (ALL): 13-1/4" MAX. FROM CORNERS AND 23-1/8" MAX. O.C.
HEAD & SILL OF SIDE LITES: 6" MAX. FROM 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.
T
® SIDE LITE,
ALL GLASS TYPES
ANCHOR TYPE &
SUBSTRATE
2, 3, WOOD
3 ALUM
1527 GONG
LOAD ZONES
w
J
m m
� ! w
_
O O
-
m
�
O
iu
J
N
w
_
O
MAX
SIDE LITE
IW p�
F ME
HEIGHT
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
4
1
4 1
4
1
12.75
79.75
83.75
4 2
4
2
4
F) NEW SHEET COMBINING SIZE
ELEVATIONS, ZONE ELEVATIONS
AND ANCHOR TABLES. - JR -
04/10/17
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_ No. 58705
TwElF,
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;S®441
ONAL l0.
A. LYNN MILLER, P.E.
P.E.# 58705
TABLE 8
XO & O,
ALL GLASS TYPES
ANCHOR TYPE &
SUBSTRATE
2 3, WOOD 3 ALUM
1,2, CONIC
LOAD
ZONES
w
® w
m o
Q w
O O
o
m
ij
w
x
¢
m
<
x
m
m
Q
O
w
co)
o
w
x
O
p
m
o
w
=
x
m
,
x
MAX
SIDE LITE
FRAME
WIDTH
MAX'X
DOOR
FRAME
WIDTH
MAX
FRAME
HEIGHT
10,75
25.50
79.75
83.75
87.75
91,75
95.75
4 2
3
5
4
2
2
4
4 2
4
5
4
2
2
4
4 2
4
5
4
2
2
4
4 2
4
5
4
2
2
4
4 2
4
6
4
2
2
4
12.75
27.50
79,75
83.75
87.75
91.75
95.75
4 2
4
5
4
2
2
1 4
4 1 2
4
5
4
2
2
4
4 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
43 3
4
5
4
2
2
4
4 s 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
6
4
2
3
4
21.75
31,50
79.75
83,75
87.75
91,75
95.75
4 3
5
5
4
2
2
4
4 1 3
5
6
4
2
2
4
4 3
5
6
4
2
3
4
5 3
5
6
4
2
3
4
5 3
5
7
4
2
3
4
27.75
33.50
79.75
83,75
87.75
91.75
95.75
5 3
5
6
4
2
2
4
5 3
5
6
4
2
3
4
5 3
5
6
4
2
3
4
6 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 4
5
6
4
3
3
4
6 i 4
5
6
4
3
3
4
7 i 5
5
6
4
3
3
4
7 j 5
6
7
4
3
3
4
7 5
6
7
4
3
3
4
36,75
37,50
79.75
83.75
87.75
91.75
95,75
6 4
5
6
4
3
3
4
6 4
5
6
4
3
3
4
7 5
5
7
4
3
3
4
7 5
6
7
4
3
7 a 5
6
7
4
3
3
4
ANCHOR QUANTITIES FOR THE DOOR AND SIDE LITE TO BE
DETERMINED INDEPENDENTLY.
9" MAX.
zo-7/8° MAX. D.C. 6"MAX.
611
A -A B-B
MAX. i i 3
13-1/4" MAX
Design Pressure
Reinforced:
See Sheet 2, Tables 1 & 2
Unreinforced:
See Sheet 2, Tables 3 & 4
\ j NOTES:
\ (
SEE TABLES 1-4, 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE
SHEET 2 FOR DESCRIPTIONS.
REINFORCEMENT
MAX. O.C. \ REQUIREMENTS. 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" MIN. O.C.
84-3/8" MAX. FOR CMU):
FRAME JAMBS (ALL): 13-1/4" MAX. FROM CORNERS AND
MAX. DLO / HEIGHT 23-1/8"MAX. O.C.
/ HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS,
/ 9" MAX. FROM ASTRAGAL CENTERS AND 20-7/8"
/ E-E MAX. O.C.
/ 4 HEAD & SILL OF SIDE LITES: 6" MAX. FROM
24-9/16" 33-5/8" CORNERS AND 24-3/4" MAX. O.C.
/ MAX. DLO MAX. DLO 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT
/ AVAILABLE SIZE.
13-1 /4" MAX.
5) FOR ANCHORAGE INSTALLATION DETAILS SEE
AA B-B SHEETS I4&15,
3 3 36-3/4" MAX. SIDE
37-1/2" MAX. DOOR LITE FRAME WIDTH
FRAME WIDTH
73-1/2" MAX. DOOR + SIDE LITE FRAME WIDTH
TYR ELEVATION OF XO CONFIGURATION
(OX SIMILAR)
}-- H9 ADMA)(.
--mF HEAD 60MAX.
SILL ZONE "D" �-SILL 20NE "E"
LOAD ZONES FOR XO CONFIGURATION
& ANCHORAGE LAYOUT USED IN EXAMPLE
6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE
ABUTS A SIDE LITE ARE NOT AVAILABLE WITH
REINFORCEMENT.
7) SIDE LITE OVERLAPS DOOR BY 3/4" ONCE
ASSEMBLED.
67-a5•al
EXAMPLE:
XO WITH GLASS TYPE B,
84" SINGLE DOOR WITH 36" X 84" WIDE SIDE LITE,
ANCHOR TYPE 3 INTO CONC.
DOOR DESIGN PRESSURE = +75 /-75 PSF
DOOR ANCHOR REQUIREMENTS FROM TABLE 8:
4 ANCHORS @DOOR JAMB
3 ANCHORS @ DOOR PANEL @ HEAD
3 ANCHORS @ DOOR PANEL @ SILL
4 ANCHORS @ SIDE LITE JAMB
3 ANCHORS @ SIDE LITE @ HEAD
3 ANCHORS @ SIDE LITE @ SILL
OSEE CIRCLED VALUES ON TABLE 8.
X =DENOTES ANCHOR LOCATION.
F) NEW SHEET COMBINING SIZE
ELEVATIONS, ZONE ELEVATIONS
AND ANCHOR TABLES. - FIR -
04/10/17
C7
11 z Y
> � nay
w
o NW o O
%' n o a a�O� 0 c-
U N ?0 jr O
o M w fD O
O - O a= Z
0 Z LL Co o� J W
2 LLI r O rc (n
T8
WU 00 = a UJ um°�0 .°N
OW J omG
r` > a w
o Z o 0 0 U.
O
0 O
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U < Z
Z
ua. LL al°as
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Plo.58705
'ems '•atoRlo hllo& ®C�o
A. LYNN MILLER, P.E.
P.E.# 58705
(OX SIMILAR)
QI E0
OXO, ALL GLASS TYPES
ANCHOR TYPE & SUBSTRATE
2' 31 WOOD
3 ALUM
1727 CONC
LOAD
ZONES
w
m m
< w
-ai =
O O
LL
N
w
x
X
m
4
O
W
J
m
w
=
O
LL
J
rn
w
x
,
X
MAX
SIDE LITE
FRAME
WIDTH
MAX'X
DOOR
FRAME
WIDTH
FRAME
HEIGHT
10.75
25,50
79.75
83.75
87,75
91.75
95,75
4; 2
7
4
2
3
4 1 2
7
4
2
3
4 1 2
7
4
2
3
4 2
7
4
2
3
4 3 2
7
4
2
3
12.75
27.50
79.75
83.75
87.75
91.75
95,75
4. 2
7
4
2
3
4 1 2
7
4
2
3
4 2
7
4
2
3
4 2
7
4
2
5
4 2
7
4
2
5
19,00
29.50
79,75
83.75
87.75
91.75
95.75
4 3
8
4
2
3
4 3
8
4
2
3
4 3
8
4
2
5
4 3
8
4
2
5
4 3
8
4
2
5
21,75
31.50
79,75
83.75
87.75
91.75
95.75
4 3
8
4
2
3
4 'i 3
8
4
2
5
4 3
8
4
2
5
5 3
8
4
2
5
5 '; 3
10
4
2
5
27,75
33.50
79,75
83.75
87.75
91.75
95.75
5 3
8
4
2
3
5 3
8
4
2
5
5 3
8
4
2
5
6 3
10
4
3
5
6 3
10
4
3
5
36,13
35.50
79,75
83.75
87.75
91.75
95.75
6 '; 4
8
4
3
5
6 4
8
4
3
5
7 5
8
4
3
5
7 5
10
4
3
5
7 5
10
4
3
5
36.75
37.50
79,75
83.75
87.75
91.75
95.75
6 3 4
8
4
3
5
6 `; 4
8
4
3
5
7 5
10
4
3
5
7 5
10
4
3
5
7 5
10
4
3
5
ANCHOR
QUANTITIES
FOR THE
DOOR AND
SIDE
LITE TO
BE
DETERMINED INDEPENDENTLY.
6" MAX,
20-7/8" MAX. 6" MAX.
6" MAX. 24-3/4" MAX. O.C.
A -A B-B
MAX. 3 3
1 13-1/4" MAX.
J_
/
/
MAX. O.C. /
/ O 95-3/4"
MAX
84-3/8" O FRAME
MAC. DLO HEIGHT
4 \ 4
33-5/8" 24-9/16"\
MAX. DLO MAX. DLO \
A -A B-B
36-3/4" MAX. SIDE 3 3
LITE FRAME WIDTH 37-1/2" MAX. DOOR
FRAME WIDTH
109-1/2" MAX. DOOR + SIDE LITE FRAME WIDTH _ NOTES:
(NOT AVAILABLE WITH REINFORCEMENT)
HEAD 1 HEAD HEAD 1
ZONE "E"EllTI ZONE 'IF"" ZONE"EllIj
co
SILL � SILL � SILL 1
ZONE "Elf ZONE "F" ZONE "E" i
LOAD ZONES FOR OXO CONFIGURATION
Design Pressure
Reinforced: N/A
Unreinforced: 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" MAX. FROM CORNERS AND 23-1/8"
MAX. O.C.
HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX.
FROM ASTRAGAL CENTERS AND 20-7/81, MAX. O.C.
HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND
24-3/4" MAX. O.C.
4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE
SIZE.
z
m
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 3/4" ONCE ASSEMBLED
F) NEW SHEET COMBINING SIZE
ELEVATIONS, ZONE ELEVATIONS
ANCHOR TABLES. - JR -
04/10/17
w z r Y O
> V .naa
w o
} o a�a O
C7 ? w C)
o M �rc U) O
O OO a= Z
Z�co o = -wi
UUo o� a
W i s w 7
C)
> ' w u)
o z o o p
cf) w
06 O
® N 00 aays
N
U U) Z
Z J
W Q GIDns
o LL W
� p o
w
U
Q O p
all!J
0
11t1111111
No. 58705
ppgg 71fo;
'•.FGOR%DPI.•'' N
f/lllill10"
A. LYNN MILLER, P.E.
P.E.# 58705
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" MAX. FROM CORNERS AND 23-1/8"
MAX. O.C.
HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX.
FROM ASTRAGAL CENTERS AND 20-7/81, MAX. O.C.
HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND
24-3/4" MAX. O.C.
4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE
SIZE.
z
m
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 3/4" ONCE ASSEMBLED
F) NEW SHEET COMBINING SIZE
ELEVATIONS, ZONE ELEVATIONS
ANCHOR TABLES. - JR -
04/10/17
w z r Y O
> V .naa
w o
} o a�a O
C7 ? w C)
o M �rc U) O
O OO a= Z
Z�co o = -wi
UUo o� a
W i s w 7
C)
> ' w u)
o z o o p
cf) w
06 O
® N 00 aays
N
U U) Z
Z J
W Q GIDns
o LL W
� p o
w
U
Q O p
all!J
0
11t1111111
No. 58705
ppgg 71fo;
'•.FGOR%DPI.•'' N
f/lllill10"
A. LYNN MILLER, P.E.
P.E.# 58705
TABLE 10
XXO & OXX, ALL GLASS TYPES
ANCHOR TYPE & SUBSTRATE
2, 3, WOOD
3 ALUM
1,2, CONIC
LOAD
ZONES
m
m
¢
O
lL
o
¢
=
O
?
m
X
J
m
'o
w
x
X
J
m
o
w
x
X
Il.l
m J
m o
¢
' _
O 0
¢
4
X
J J
to a)MAX
w w
= x
X i X
SIDE LITE
FRAME
WIDTH
MAX 'XX
DOOR
FRAME
WIDTH
MAX
FRAME
HEIGHT
10.75
47.75
79.75
83,75
87.75
91.75
95.75
4
2
4
3
6
4 1 2
4
2 3
4
2
5
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 3
4
2
5
4
7
4 2
4
2 3
12,75
51.75
79.75
83,75
87.75
91,75
95.75
4
2
5
4
7
4 2
4
2 3
4
2
5
4
7
4 2
4
2 i 3
4
2
5
4
7
4 2
4
2 3
4
2
5
4
7
4 2
4
2 1 3
4
2
6
4
7
4 2
4
3 1 5
19.00
55.75
79,75
83.75
87,75
91.75
95.75
4
3
5
4
7
4 2
4
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 i 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
8
4 2
4
2 3
4
3
6
5
8
4 2
4
3 5
5
3
6
5
8
4 2
4
3 5
5
3
6
5
8
4 2
4
3 5
27,75
63,75
79.75
83.75
87.75
91,75
95.75
5
3
5
5
8
4 2
4
2! 3
5
3
6
5
8
4 2
4
3 5
5
3
6
5
8
4 i 2
4
3 5
6
3
6
5
8
4 1 3
4
1 3 5
6
3
7
6
10
4 1 3
4
3 1 5
36.13
67.75
79,75
83.75
87.75
91.75
95,75
6
4
6
5
8
4 3
4
3 5
6
4
1 6
5
8
4 3
4
3 5
7
5
6
5
8
4 3
4
3 1 5
7
5
7
6
10
4 3
4
3 5
7
5
7
6
10
4 3
4
3 L 5
36.75
71.75
79.75
83.75
87.75
91,75
95,75
6
4
6
5
8
4 3
4
3 5
6
4
6
5
9
4 3
4
3 5
7
5
6
5
9
4 j 3
4
3 5
7
5
7
6
10
4 3
4
3 5
7
5
7
6
10
4 3
4
3 5
ANCHOR QUANTITIES FOR THE DOOR AND SIDE LITE ID BL
DETERMINED INDEPENDENTLY.
20-7/8" MAX.
6" MA
9° MAX.
D.C.
X �
9" MAX. 24-3/4" MAX.
A -A B-B D.C.
3 3
O
®
6" MAXit
23-1/8"
MAX: DLO
95-3)
MA)
FRAM
HEIG
SEE TABLES 1-4,
SHEET2 FOR
REINFORCEMENT
REQUIREMENTS.
/
/
/ /
\
84�3/8"
MAX. D\LO
\
\
/ \ \
/
/
/
/
(. O.C.
J C
24-9/16�
MAX. DLO\
33-518"
MAX. DLO
I
A -A B-B
3 3
71-3/4" MAX. DOOR FRAME WIDTH
107-3/4" MAX. DOOR + SIDE LITE FRAME WIDTH
36-3/4" MAX.
SIDE LITE FRAME
TYP. ELEVATION OF XXO CONFIGURATION
(OXX SIMILAR)
ZONE"D"ZONE
VF"ZONE
"E"�
/
\
/
\
w
/
\
w
LOAD ZONES FOR XXO CONFIGURATION
(OXX SIMILAR)
Design Pressure
Reinforced: See Sheet 2, Tables 1 & 2
Unreinforced: See Sheet 2, Tables 3 & 4
AE
HT
✓lE WIDTH
NOTES:
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" MAX. FROM
CORNERS AND 23-1/8" MAX. O.C.
HEAD & SILL OF DOORS: 6" MAX. FROM
CORNERS, 9" MAX. FROM ASTRAGAL
CENTERS AND 20-7/8" MAX. O.C.
HEAD & SILL OF SIDE LITES: 6" MAX. FROM
CORNERS AND 24-3/4" MAX. O.C.
4)
AVAILABLE
5) FOR
FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT
SIZE.
ANCHORAGE INSTALLATION DETAILS SEE
SHEETS 14 & 15.
6)
ABUTS
CONFIGURATIONS WHERE THE DOOR LOCKSTILE
A SIDE LITE ARE NOT AVAILABLE WITH
REINFOR
7) SIDE
CEMENT.
LITE OVERLAPS DOOR BY 3/4" ONCE
AS
fi+
F) NEW SHEET COMBINING SIZE
ELEVATIONS, ZONE ELEVATIONS
AND ANCHOR TABLES.-
04/10/17
CNJ
W z Y
C) naa
W O
p m� o
C}7 ? N `o0
M 0 rn O
a
LJI. ® r i W
Z co s J
U
UW® of c 9
w Mo.a 00 a W .oN
~O w J u omc
W
Z w o p
u-
06 O
N
N O J aaa4s
= U Lij Z
a w >< aloas
LLO LL XO
Of °6 0
U xOx
Q X p
agll asaQ s uag
\et111I1/I/rir
@: o)3
No.58705 2fAE1 I -',4j�
/01111100,
A. LYNN MILLER, P.E.
P.E.# 58705
AE
HT
✓lE WIDTH
NOTES:
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" MAX. FROM
CORNERS AND 23-1/8" MAX. O.C.
HEAD & SILL OF DOORS: 6" MAX. FROM
CORNERS, 9" MAX. FROM ASTRAGAL
CENTERS AND 20-7/8" MAX. O.C.
HEAD & SILL OF SIDE LITES: 6" MAX. FROM
CORNERS AND 24-3/4" MAX. O.C.
4)
AVAILABLE
5) FOR
FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT
SIZE.
ANCHORAGE INSTALLATION DETAILS SEE
SHEETS 14 & 15.
6)
ABUTS
CONFIGURATIONS WHERE THE DOOR LOCKSTILE
A SIDE LITE ARE NOT AVAILABLE WITH
REINFOR
7) SIDE
CEMENT.
LITE OVERLAPS DOOR BY 3/4" ONCE
AS
fi+
F) NEW SHEET COMBINING SIZE
ELEVATIONS, ZONE ELEVATIONS
AND ANCHOR TABLES.-
04/10/17
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No.58705 2fAE1 I -',4j�
/01111100,
A. LYNN MILLER, P.E.
P.E.# 58705
TABLE 11'
MID, ALL GLASS TYPES
ANCHOR TYPE & SUBSTRATE
2, 3, WOOD
3 ALUM
1121 CONC
LOAD ZONES
m
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x
MAX
SIDE LITE
FRAME
WIDTH
MAX ')4X
DOOR
FRAME
WIDTH
MAX
FRAME
HEIGHT
10.75
47.75
79.75
83,75
87.75
91.75
95.75
4
2 6
4
2
3
4
2 7
4
2
3
4
2 7
4
2
3
4
2 i 7
4
2
3
4
2 7
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 7
4
2
3
4
2 7
4
2
3
4
2 7
4
2
3
4
2! 7
4
2
5
19,00
55.75
79.75
83.75
87.75
91.75
95.75
4
3 i 7
4
2
3
4
3 7
4
2
3
4
3 7
4
2
3
4
3 7
4
2
5
4
3 8
4
2
5
21.75
59.75
79,75
83.75
87.75
91.75
95.75
4
3 8
4
2
3
4
3 8
4
2
3
4
3 i 8
4
2
5
5
3 8
4
2
5
5
3 8
4
2
5
27.75
63.75
79,75
83.75
87.75
91.75
95.75
5
3 8
4
2
3
5p4i
4
2
5
5
4
2
5
6
4
3
5
6
4
3
5
36.13
67,75
79,75
83.75
87.75
91.75
95.75
6
4
3
5
6
4
3
5
7
5 8
4
3
5
7
5 1101
4
1 3
5
7
5 10
4
3
5
36.75
71,75
79,75
83.75
87.75
91,75
95.75
6
4 8
4
3
5
6
4 j 9
4
3
5
7
5; 9
4
3
5
7
5 110
4
3
7
5 10
403115
ANCHOR QUANTITIES FOR THE DOOR AND SIDE LITE TO BE
DETERMINED INDEPENDENTLY.
M
6" h
20-7/8" MAX. O.C.
6" MAX. -►{
B-g
3
AX.O.C.
y
9" MAX.
�A9�� MAX.
3
9" MAX.
� 24-3/4" MAX. O.C.
O
95-3i
MAi
FRAP
- HEIG
MAX. DLO
/
/
24-9/16EK
MAX. DLO \
\
A
\
/E-E
/
/
/
SEE TABLES 1-4,
SHEET 2 FOR
REINFORCEMENT
REQUIREMENTS.
j
33-5/8"
MAX. DLO
B-B A -A
3 3
36-3/4" MAX. SIDE 71-3/4" MAX. DOOR FRAME WIDTH
LITE FRAME WIDTH
143-3/4" MAX. DOOR SIDE LITE FRAME WIDTH
neHu
ZONE"E"�ZONE"F"�ZONE"F"
ZONE"E"
/
\
/
\
/
\
23-1/811
/
\
/
\
/
\
m
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w
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/
\
/
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IAX. 9"
� MAX
�
6"
24-3/4"
SILL
20-7lt7�Klcljcll
MAX.
ZONE"E"���
SILL
SILL
SILL
ZONE "F"
ZONE "E"
LOAD ZONES FOR OXXO CONFIGURATION
& ANCHORAGE LAYOUT USED IN EXAMPLE
Design Pressure
Reinforced:
See Sheet 2, Tables 1 & 2
Unreinforced:
See Sheet 2, Tables 3 & 4
NOTES:
1) SEE SHEET 1 FOR GLASS AND ANCHOR
TYPE DESCRIPTIONS.
q�� 2) DOORS MAY BE LEFT OR RIGHT-HANDED.
nE 3) ANCHOR QUANTITIES ARE BASED ON
1T SPACING AS FOLLOWS (4" MIN. O.C. FOR
CONCRETE, 4" MIN. O.C. FOR CMU):
JAMBS (ALL). 13-1/4" MAX. FROM
CORNERS AND 23-1/8" 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.
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 3/4" ONCE
ASSEMBLED.
EXAMPLE:
OXXO WITH GLASS TYPE B,
71WIDE X 95-3/4" HIGH DOUBLE DOOR
WITH (2) 36-3/4" X 95-3/4" SIDE LITES,
ANCHOR TYPE 2 INTO CONCRETE,
DESIGN PRESSURE=+34/-34 PSF,
SEE EXAMPLE 4, SHEET 2 FOR DP EXAMPLE
DOOR ANCHOR REQUIREMENTS FROM TABLE 11:
4 ANCHORS @EACH SIDE LITE JAMB
5 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.
X =DENOTES ANCHOR LOCATION.
F) NEW SHEET COMBINING SIZE
ELEVATIONS, ZONE ELEVATIONS
AND ANCHOR TABLES. -JR-
p 04/10/17
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GEN
No. 58705 '
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SP TE F
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A. LYNN MILLER, P.E.
P.E.# 58705
EDGE DISTANCE— EDGE
DISTANCE
2X WOOD SEE TABLE A EDGE DISTANCE
SHEET 1
BUCK, NOTE 1 A, TSEE TABLE
1XWOOD EMBEDMENT A,SHEET1
BUCK, NOTE1
EMBEDMENT
-- 1/4" MAX. SHIM 1/4" MAX. SHIM 1/4" MAX. SHIM
ABLE SEE TABLE
MIA,TABLE
1 A, SHEET 1
DOOR HEAD (WOOD) DOOR HEAD (CONC) DOOR HEAD (ALUMINUM)
EMBEDMENT EMBEDMENT
1/4" MAX. SHIM 1/4" MAX. SHIM 114" MAX. SHIM
d
EDGE DISTANCE EDGE DISTANCE
EDGE DISTANCE 14
I
STAGGERED STAGGERED STAGGERED
ANCHORS ANCHORS SEE TABLE ANCHORS
A, SHEET 1 Nt
2X WOOD 1X WOOD SEE TABLE
BUCK, NOTE BUCK, NOTE A,SHEET1
DOORJAMB(WOOD) DOOR JAMB (CONC) DOOR JAMB (ALUMINUM)
SEE TABLE A, SHEET 1 SEE TABLE A, SHEET 1 SEE TABLE A, SHEET 1
1 /4" MAX. SHIM �1/4" MAX. 1/4" MAX. SHIM
.....>.
SEE TABLE A, SHEET
A, SHEET1
A, SHEET 111
EMBEDMENT EMBEDMENT
® EDGE DISTANCE 2X WOOD
OOOTE 1 EDGE DISTANCE EDGE DISTANCE►
DOOR SILL (WOOD) DOOR SILL (CONC) DOOR SILL (ALUMINUM)
1. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2"
THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ).
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 ENTIRE
LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT
AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. <I EXTERIOR INTERIOR
3. TYP. ANCHOR TYPE, EMBEDMENT & EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1.. ALL HEAD & SILL SECTIONS)
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CLARIFIED DETAILS, ADDED
ALUMIN
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GEN
No. 58705
(ems •'•:c<ORIDP..'' ®��\
A. LYNN MILLER, P.E.
P.E.# 58705
SEE TABLE - EDGE DISTANCE
2X WOOD EDGE DISTANCE A, SHEET 1 ®—EDGE DISTANCE
BUCK, NOTE 1
EMBEDMENT SEE TABLE
A,SHEETI
4
wiff
MBEDMENT
o ' o
1
-- 1X WOOD 1/4" HIM
1/4" MAX. SHIM BUCK, MAX.. 1/4" MAX. SHIM
NOTE1
SEE TABLE SEE TABLE _- SEE TABLE
P-A,SHEETI A, SHEET 1 A, SHEET 1
SIDE LITE HEAD (WOOD) SIDE LITE HEAD (CONC) SIDE LITEHEAD (ALUMINUM)
EMBEDMENT SEE TABLE
EMBEDMENT A, SHEETI
1/4" MAX. SHIM - 1/4" MAX. SHIM 1/4" MAX. SHIM
SEE TABLE • EDGE DISTANCE EDGE DISTANCE
JEDGE DISTANCE A, SHEET 1
SEE TABLE l SEE TABLE
0 A, SHEET 1 A, SHEET 1
!!TLI 11 d SEE TABLE
A, SHEET 1 ILL
2X WOOD 1q
BUCK, NOTE 1 1X WOOD BUCK, NOTE 1J .
SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) SIDE LITE JAMB (ALUMINUM)
SEE TABLE A, SHEET 1 SEE TABLE A. SHEET 1 SEE TABLE A, SHEET 1
114" MAX. SHIM 114" MAX, SHIM
1X WOOD
BUCK, NOTE 1 1/4" MAX. SHIM
SEE TABLE
iCEMSEDMENT SEE TABLE
_ A,SHEET1
oO A, SHEET 1
EMBEDMENT 4A
2X WOOD
EDGE DISTANCE BUCK, NOTE 1 EDGE DISTANCE
SIDE LITE SILL (WOOD)--�EDGEDISTANCE SIDE LITE SILL (ALUMINUM)
SIDE LITE SILL (CONC)
1. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. lx 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 (3350 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE
LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT
AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. < EXTERIOR INTERIOR
3. TYP. ANCHOR TYPE, EMBEDMENT & EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1.. ALL HEAD & SILL SECTIONS)
F) CLARIFIED DETAILS, ADDED
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No.58705 '
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�110111100\
A. LYNN MILLER, P.E.
P.E.# 58705