HomeMy WebLinkAboutProduct Apparoval - french doors Fld� ��F�
MIAMI-IaADE RECEIVED MIAMI-DADS COUNTY
° AUG 2 0 2017 PROD 805 SUCT 2CONTROL et,xoom�208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(REIta Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION erSt.Luc DCountyentr(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) St. Lucie county
www.miamidade.gov/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to
be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the 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,
including the High Velocity Hurricane Zone.
DESCRIPTION: Series"FD-101"Aluminum Outswing French Doors w/wo Sidelites—L.M.I.
APPROVAL DOCUMENT: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., bearing the Miami—Dade County Product Control Revision stamp with the Notice of
Acceptance number and Expiration date by the Miami—Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
Limitations:
1. Use of Tables 1 or 2(sheet 2)requires full length reinforcements(item#22)for OX,XO,XXO,OXY,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#22).
3. Applicable Egress operable doors must comply with min clear width&height per FBC,to be reviewed by AHJ.
4. lx 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 I.Chanda,P.E.
NOA No.17-0504.01
COUNTY Expiration Date: October 18,2022
Approval Date: September 28,2017
h
�"�V Page I
PGT Industries,Inc.
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&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/TPS,
Super, Cardinal&Duraseal Spacers),prepared by Fenestration Testing Laboratory, Inc.,Test Reports
No(s)F"TL-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 Aluminum outswing doors w/sidelites,
prepared by Fenestration Testing Laboratory, Inc., Test Reports No FTL -5212,dated 05/05/2007,
signed and sealed by Carlos S.Rionda,P.E. (Submitted under files# 12-516.02/#11-1013.22)
C. CALCULATIONS(Submitted under file#15-0528.24)
1. Anchor verification calculations and structural analysis dated 05/22/15,complying with FBC-
214(511 Edition),prepared by PGT,signed and sealed by Lynn Miller,P.E.
2. Glazing complies w/ASTMS-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
DeNernours & Co.,Inc.)for"Kuraray Butacite PVB Interlayer", expiring on 12/11/16.
2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA)former
Solutia Inc. for their"Saflex Clear or colored interlayer",expiring on 05/21/16.
F. STATEMENTS (Submitted under file#15-0528.24)
1. Statement letter of conformance to FBC 2014(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.
B. TESTS
1. None.
C. 1. Anchor verification calculations and structural analysis dated 08/01/17,complying with FBC-
2014 (5TH Edition)&2017(6th Edition),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 Kuraray America,Inc. (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"Saflex Clear or colored interlayer",expiring on 05/21/21.
F. STATEMENTS
I. Statement letter of conformance to FBC 2014(561 edition),FBC 2017(6 1h 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#16-0629.17,expiring 10/18/22. `\
Is q I.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 OLITSWING+ PRESSURE RATING IMPACT RESISTANT - --
IMPACT RATING
... DESIGN
FRENCH DOOR AND SIDE LITE s 0TABLE31-4 RATED FOR LARGE bSMALL
- ------- --- -- __. ON 3HEET2 MISSILE IMPACT RESISTANCE
1)GLAZING OPTIONS:SEE BELOW.
Min.
2)DESIGN PRESSURES:(SEE TABLES 14 ON SHEET 2. Anchor �nme Min.Edge Embedment
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. Group A^a Or " 6Nrnber Substrate 01,111ancle or Mete I
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. Thickness
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. 1 114"Efco U6rocon6 AN Concrete(min a) 1318• MtOouc r RLv1Ns
F.,=155 kai.F�==177 kat Jamb Hollow Block(ASTM C90) 1314" 1.114" uawNYra aN�led NAfki
3)CONFIGURATIONS:X,O,XX,XO,OX,XXO,OXX,OXO,AND OXXO. AN Cone (min.3.36 kap t3 P 1-314" ';; Y o I
714"410 SS Elco CreteFlex® � E r.?s._
2 Jamb Hollow Block ASTM C90 1-3/4' 1-114" Eytr.riaa De+e - '-
4)ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.FOR F,.=127.4 kai,F„=189.7 kai AN Southem Pine(SG=0.55) 1" 1318^ L�1�,
ANCHORAGE REQUIREMENTS SEE SHEETS 8.11.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS, Southern ins( ) 9/16" 1-3/FN�lei !►lee�tl
THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 3 Ot25tw1 SMS(Gr.5)
AN 6063-T5 Aluminum 318' iB"
FBC,CURRENT EDITION.
1)ALL ANCHOR HEAD TYPES ARE APPLICABLE, F)REORGANIZED SHEETS AND
2)MIN,OF 3 THREADS BEYOND METAL SUBSTRATE,
5)SHUTTERS ARE NOT REQUIRED. 3)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA .^ UPDATED TO F5C 2017,ADDED
ALUM.SUBSTRATEA -
A TABLE A A .
BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. '� JR-94 A A
6)SEALANTS:INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED
/17
SEALANT.
.N Y 0
GENERAL NOTES............1 LU
7)REFERENCES:TEST REPORT FTI--4964,5212&6864;ELCO ULTRACON&CRETEFLEX NOA'S GLAZING DETAILS...........1 �
CODES I STANDARDS USED: DESIGN PRESSURESr
......2 ❑ j 8 N
8 THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA > o
02017 FLORIDA BUILDING CODE(FBC),6TH EDITION VERT.SECTIONS.... 3 cC,7D N = » p
0
BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). -2014 FLORIDA BUILDING CODE(FBC),STH EDITION HORIZ.SECTIONS..........4 O R ;-. - 8
co
9 ASTM E1300-U9 PARTS LIST......................5 �J o a co
DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA -ANSI/AFBPA NDS-'LUIS FOR WOOD CONSTRUCTION U
EXTRUSIONS...
BUILDING CODE.APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY AUTHORITY HAVING ^ALUMINUM DESIGN MANUAL,ADM-2015 "'"'" "' 6 =Uj m 9 J
�AISI5100.12 ANCHOR QUANTITY........7-13 V U o e J U)
JURISDICTION(AHJ). Lu
-Alsc 360-10 INSTALLATION.................14-15 z Cos1� F-
O W" . J
J
f` � W
INSTRUCTIONS: N to LL.
..._ _7116-NOM. °6 d 0
1) DETERMINE THE DESIGN PRESSURE,DP REQUIREMENT 3116"NOM. __
GL NOM. r GLASS STACK GLASS STACK I+ H
(LBS/FT')FOR THE OPENING USING THE ASCE-7 STANDARD. Goss srncK 311s Fi§GLASS 8 lL
3116"HIS GLASS -. '^ 3(16"HS GLASS - - -- ® i ❑ ;>'y`'
2)ON SHEET 2,TABLES 1&2 REFER TO PRODUCTS THAT ARE 118"HS GLASS a ❑ N
REINFORCED.TABLES 3&4 REFER TO PRODUCTS THAT ARE 090"PVBi OR Pv82 .090"PVBI OR PV82 _ F
INTERLAYER INTERLAYER-_- 114"AIR SPACE .090'PV81 = U C7 Z
UNREINFORCED.DETERMINE THE DESIGN PRESSURE OF OR PVB2 Z
1/6'AN OR HIS GLASS 316"AN OR HS GLASS—� 3176'TP GLASS INTERLAYER LLLU
Z
YOUR PRODUCT USING THE APPROPRIATE SET OF TABLES. _ Q LL
EXAMPLES ARE GIVEN ON SHEET 2.THIS DESIGN PRESSURE �93J
94
NEEDS TO BE HIGHER THAN THE OPENING'S REQUIRED � F o
DESIGN PRESSURE FROM STEP 1. 72 1>2"GLASS r' 74 _j O
(73 12'GLASS �• 1/2"GLASS Q
3)DETERMINE YOUR ANCHOR GROUP FROM TABLE A,THIS `�-
BITE 30 I 817E _l BITE .rrl °
SHEET AND YOUR GLASS TYPES,(A-D),FROM THE GLAZING `gO B3J . X71 li,
DETAILS ON THIS SHEET. C7�- 7130
ONY LYryyM %�
1
71 :�\"��.••LICENSE K(�
4)FROM SHEETS 7-13,FIND THE SHEET THAT PERTAINS TOexr.1M' C-1 G1 •.11
YOUR PRODUCT AND DETERMINE THE ANCHOR QUANTITIES 3/8"LAMI NOM. 7/18•LAMI NOM. untwory k t1O' _
.......... —_ 13/18"LAMI IG NOM.
REQUIRED. GLASS TYPE A,(PVB1), GLASS TYPE C PVB1 , - - - -
__--__- 1 GLASS TYPE E
GLASS TYPE B,(PVB2) GLASS TYPE D.(PVB2) III-,
5)ANCHORS ARE TO BE INSTALLED USING THE LOCATION ICA
GUIDELINES GIVEN IN THE NOTES ON SHEETS 7-13.SHEET 14 FFLOR1o!.• \
'
&15 SHOW INSTALLATION CROSS-SECTIONAL DETAILS. i
AN=ANNEALED 1S'ONA1.1 r 11 r 111111�.
HS=HEAT-STRENGTHENED PVB1=.090"TROSIFOLS PVB BY KURARAY AMERICA,INC.
TP=TEMPERED PVB2=.090"SAFLEX/KEEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL CO. A LYNN MILLER P
P.E.a 58705
Tne _'- --,-.- TABLE S;_.-.-- NOTES FOR ALL CONFIGURATIONS:
DESIGN PRESSURES FOR REINFORCED DOORS,ALL GLASS TYPES - - ---H---
X
PRESSURES FOR UNREINFORCEO DOOR ,ALL GLASS TYPES
_� 1)FOR CONFIGURATIONS WHICH
X FRAME XX FRAME FRAME HEIGHT F27112 XX FRAME FRAME HEIGHT CONTAIN A SIDE LITE TO DOOR
WIDTH WIDTH 6'-79314--1 70-833/4" 87 3/4" 91 3/4" 80.95 314" WIDTH 68.79 314" 7°-83 3 4" 87 3/4" 91 314- 80 �4„ CONNECTION,(XO.OX,XXO,OXX,
3 .96
° 3712" g° 71 314 +75.0;-75.0 +750(-75.0 +75.0 -75.0 75.0:•75.0 75.0 -76.0 0 OXO,OXXO),THE LOWEST DESIGN
q 47 314" +58.6'••58.6 +65.4 -55.4 +52.4: -52.4 +49.8 •49.8 +47.4 -47.4 PRESSURE SHALL PREVAIL.
51 314" +64.91-64.9 +518 -51.8 +49.0`49.0 +46.6.46.5 +44.3 -44.3
TABLE 2:
65 31_4" +51.71-51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 41.6 2)FULL LENGTH REINFORCEMENT
DESIGN PRESSURES FOR REINFORCED SIDE LITES 50 69 374" +49.0 I•49.0 +46.2 -46.2 +43.6 43,6 41.4 •41.4 +39.3 -39.31 (ITEM 22 SHOWN IN SECTION E-E,
SHEET 4),IS REQUIRED AT DOOR /HODbIf REVIlIEO
GLASS FRAME FRAME HEIGHT 24 33112" 54 83314"1+43.1 .43.1 +43.1 -43.1 +41.541.5 +39.3;-393 +37.3 -37.3 TO SIDE LITE CONNECTIONS, a��w�b'IM�i7�LLe ilerl4
TYPES WIDTH s ° 0 351/2" 67314^ +38.1 S-38.1 +38.1 -38.1 +38.1 -38 1 +37.5 •375 +35. 356 WHEN USING TABLES 1&2. �"xcoot
6 -79 3/4' 7 -83 3/4" 87 3/4' -91 314' 6 -95 314' i-- E +pore ,Li F`4 2?....
27 3/4' +76.01-7&0 +75.0 -75.0 •75.0!-75.0 +75.0 •75.0 +75.0 -75.0 30 37 1/2" g° 71 314" +34,0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 i•34.0 +34.0 -34.0 3)DOOR AND SIDE LITE
p 36118" +75.0 -76.0 +75.0 -75.0 +71.4!-71.4 +87.81-67.6 +64.2 -64.2 TgBLE4. COMBINATIONS FROM TABLES 3 �,�Vlrnlr► .,..CC--``
36 314" +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 68.6;-86.6 +63.1 •63.7 DESIGN PRESSURES FOR UNREINFORCED 91DE LITES AND 4 DO NOT REQUIRE
REINFORCEMENT ITEM 22. 11 p)NO CHANGES THIS SHEET.-
e,C,DOR E 38 3/4' a 75.0 -75.0 +75.0 •76.0 +75.0 -75.0 -75.0;-75.0 +75.D -75.0 GLASS FRAME FRAME HEIGHT „ JR-04/10/17
FOR MAX.SIZES OF COWED UNITS,SEE SHEETS 10-13. TYPE WIDTH ge-79 314' 7u-83314 673/4" 01314" 0 4)DESIGN PRESSURES UNDER 40 a
8 95 314' PSF ARE NOT APPLICABLE IN
DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS 10 314" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 i-75.0 +75.0 -750 MIAMI-DADE COUNTY.
REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE.APPLICABLE EGRESS 12 314' +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 uJ N /Y (D
REQUIREMENTS TO BE REVIEWED BY AUTHORITY HAVING JURISDICTION(AHJ). 5)FOR DOOR-ONLY > q 3
A B,C,D 19, +72'4 -72.4 +68.5 -811.5 +66.01-85.0 +61.9 -61.9 +59.0 1 -59.0 CONFIGURATIONS(X,XX),ONLY W +4
213/4' +64.5 -64.5 +61.0 -61.0 +57.8 57.8 +55.0 55.0 +52.4 -52.4
ORE TABLE 1 IS APPLICABLE. co
273/1" +52.9 -52.9 +49.9 -49.9 +47.2 47. +44.7 44.7 +42.81 42.8 REINFORCEMENT,PART#22,IS N
NOT REQUIRED. O M c4 Clkb 0
38 1J6' +35.2 -35.2 +36.2uj
-35.2 +35. 35.2 +35.2 35.2 +34.4 I-34.4 -J o �': Z
36 3W +34.0 31.0 +34.0 -34.0 +34.0 34.0 +34.0:-34.0 +34.0 -34.0 6)FOR SINGLE,STAND-ALONE =LLLi 0 go n
FOR MAX.SIZES OF COMBINED UNITS,SEE SHEETS 10-13. SIDE LITES(0),ONLY TABLE 2 IS C)0,6 ° 16
APPLICABLE.REINFORCEMENT, r Z v W
u
PART#22,IS NOT REQUIRED o j S J
EXAMPLE 1,(USING TABLES 1&2):XO WITH GLASS TYPE B, EXAMPLE 2,(USING TABLES 1&2):OXXO WITH GLASS TYPE A, o Z of p `r
REINFORCED, REINFORCED, 7)CONFIGURATIONS WHERE THE N LL
331/2'WIDE X 79-3/4"HIGH SINGLE DOOR WITH 18"X 79-314" 68"WIDE X 85"HIGH DOUBLE DOOR WITH (2)36-1/2"X 85"SIDE DOOR LOCKSTILE ABUTS A °6 O
SIDE LITE(SEE NOTE 8) LITES(SEE NOTE 8) SIDELITE ARE NOT AVAILABLEIr
toN
DOOR DESIGN PRESSURE=+75/-75 PSF DOOR DESIGN PRESSURE=+75/-75 PSF WITH REINFORCEMENT. O w 73'"
SIDE LITE DESIGN PRESSURE=+75/-75 PSF SIDE LITE DESIGN PRESSURE_+70.4/-70.4 PSF
OVERALL DESIGN PRESSURE=+75/-75 PSF 8)FOR SIZES NOT SHOWN,ROUND V U z
OVERALL DESIGN PRESSURE=+70.41-70.4 PSF
UP TO THE NEXT AVAILABLE SIZE. Z w
EXAMPLE 3,(USING TABLES 3&4):OXO WITH GLASS TYPE C, EXAMPLE 4,(USING TABLES 3&4):OXXO WITH GLASS TYPE B, FE.G.FOR 32""X"DOOR WIDTH IN LL CL P.o S
UNREINFORCED, TABLE 3,USE 331/2") Z
UNREINFORCED, �
30"WIDE X 87-314'HIGH SINGLE DOOR WITH(2)26" X 87-314" 71-3/4"WIDE X 95-314"HIGH DOUBLE DOOR WITH (2)36.3/4" X ir y o
SIDE LITESSEE NOTE 8) 0
( 95-314"SIDE LITES p
DOOR DESIGN PRESSURE=+43.6/43.6 PSF ODOR DESIGN PRESSURE=+341-34 PSF ani N,
SIDE LITE DESIGN PRESSURE=+47.21-47.2 PSF SIDE LITE DESIGN PRESSURE_+341-34 PSF
OVERALL DESIGN PRESSURE=+43.8!-43.6 PSF OVERALL DESIGN PRESSURE=+341-34 PSF
�tON.orEN HMI
EXAMPLE 5,(USING TABLE 1):X WITH GLASS TYPE A. EXAMPLE 6,(USING TABLE 1):XX WITH GLASS TYPE A.
�2,•' '•t��
32"WIDE X 90"HIGH SINGLE DOOR(SEE NOTE 8) 633/4"WIDE X 91-3/4"HIGH DOUBLE DOOR(SEE NOTE 8) _*: No 58705
-- -- ---
DOOR DESIGN PRESSURE_+75/-75 PSF DOOR DESIGN PRESSURE-+751-75 PSF _
GLASS TYPES(ALL TABLES.THIS SHEET):
A.318"LAMI(1/8"A,.090 PVB,3/18"HS) 'p0`•, `�/
B.318"LAMI(1/8"HS, 090 PVB,3/16^HS) F '•!?oR7oP•'�j��'`
D 7J18"LAMI(3118"HS 090PPVB3/18HHS) /��SS�ONAI
E.13116"LAMI IG(3/16"TP,1/4"AIRSPACE,1/8"HS,.090 PVB,3116"HS) A.LYNN MILLER.P.E.
PE+k 58705
EXTERIOR
INTERIOR
EXTERIOR INTERIOR
powc r UEVI
b""Ck
10 (21 1
AT HEAD/JAMB
(37
65)AT SILUJAMB
CLEAR-COLORED_
G)NO CHANGES THIS SHEET.
SEALANT JR-04110/17
EXTERIOR INTERIOR
—,62)
3
C)
o
cl (o
0
co
o
LL
MAX. i
S:DE ()06MAX. MAX. 0
............. DOOR MAX. L"2 co In -'o—7'—'
DLA -f ✓wo
FRAME FRAME w _j —
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HEIGHT
HEIGHT
W V)
W LL
atS
0
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0
0
............
ui z
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(30
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LL
CORNER ASSEMBLY
Ly
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No.58705 s
1.489 n
TE
toll,
-/DOOR SECT.A-A SL SECT. B-B 10NAL
14-16,102
VERTICAL VERTICAL 1jIII1 ``
A I YNN MILLER,P.E.
PrEw#58"'
ITEM DING 1- ►OtY W17FI --
$LN:ONE
1_ 9438 BW 11 HERO
2 1070 803M W$ 4.ON_190 X.375 HIGH
_3 7070 fl7070K ULSWEATHERSIPoP.187X.300 H STRUCTURAL im,A 956 7955X FLUSHBOLT STRKEPLATE POLYISOBUTYLEN1M NOM'6 998 7998X 2 PT LOCK STRIKEPLATEWITH DESICCANT
8 968 7958A RAA4EHEADSTRIKEPLATEBACKINGPLATEKODISPACE7S32X12FPXP MS-M X.500 PH.FL.MS-S.S.W/SILICONE PATCH
_....................................
8 985 709D5 GASKET ETWEEN THRESHOLD FRAME JAMB) EXT.GLASS/ L 4SG TPS
9 988 70996 GASKET(BETWEEN HEAD t FRAME_JAMB)
10 OVA 8633018 FILLER HEAD ADAPTER
11 11000 -..611000M OUTSW9IG THRESHOLD �.....
1 1670 671670 WSTP..3W RD FOAM FILL T6L07 MSBURYN=11) INT.GLASS r ODUC—ply S NFV4R6d
13 11004A 8110oaM OUBWING SHOLDCHANNEL COVER � ,r,Y
14 11001A 411001A ANAL SPACER.00.5 THRESHOLD.OPTIONAL / �%*e.&.OtaT,y I T-1, GI
15 11002A 4110MA ACETAL SPACER.096 1HRESHOLD•OPTONAL A.
6yinafaa DeM q t�q L.2Z_
1611003A 411003A ACETAL SPACER.140®THRESHOLD.OPTIONAL HOT MELT BUTYL
M 915D 60380 JFRAME JAMB OUTSWNO STRUCTURAL k L!;.�_1'•(-1�.^,�u.->
21 1010 60300 WSTP.,O-LON.190X.375HIGH slLicoNE ACTIVE 9Fil/iliMiL.ett'+,IIY66
22 8608 eswoM REINFORCEMENT,1.000%2.750X0.850-8081.18 FOAM ��3HGNOM. C49,
DOOR
23 1140 78X112PSAT8 W X 1.500 PH S0 A TIS WITH -
24 1048 TID48 JAMB SCREW COVER CAP DESICCANT i`'o / PANEL
26 830 -• 49721N STRB(E PLATE INSERT c F)NO CHANGES THIS SHEET.-JR
28 1118 71OX34PFA 810 X.750 PR FL SMS EXT.GLASS 61 SUPER LOCK
77"7070 18 BULB WEATHERSTRIP 187 X.300 HIGH __ SPACER�`O NXT TM
30 910D 6010 DOOR PANEL TOP 6 BOTTOM RAIL '" STILE
31 911E 8911 DOOR PANEL,SIDE RAIL
32 917 7FRM0 HINGE EXTRUSON _ / N `l U
33 1178 71OWP W,B 010 X.625 PR FL.SMS INT.GLASS > N g U) 'aua
94 913A SOASM 1R1J38 CLAMP w
35 1190 ... 61RODA 5114-18 THREADED ROO . Q '� a0 0
36 990 A 6:14-18 FLANGED NIEX N
97 914A 80378M WEATfttSTR�CHANNEL
°ro0 R'
98 7B31FPT ND X.76 PH FL.lEK ALUMREINFONUM RCEMENT I O g
30 997 70997 GASKET(BETWEEN PANEL HEADISILL 6 PANEL STILES) O J O F Z
40 1023 878246 W51P„.167 X.250 HKiH,FINSEAL j Z LL rD W
41 928 41720 SLOE BOLTASSY. INACTIVE PANEL ONLY) N 8
t2 1145 76%12FPAW 86 X.500 PH FL SMS TYPE BDS 5/16"NOME I =W 3 .r
43 1212 TP30GG _ SILL DUST PLUG ORACTIVE PNL) BUTYL 8, '� / F Z a LU �"'
M 9638 6983 DOOR PANEL ASTRAGAL 1 WING DESICCANT- �.
wo
45 9848 WU DOOR PANEL ASTRAGAL 2(OUTSWMG FOAM '✓, � /•�� C)W a, � J �
46 1219 - eowoK WSTP..O LON.190 X.200 HIGH EXT.GLASS— �DURASEALO i �;) o g o
47 929 74UBLOK LOCK SUPPORTASSY._(4/707641706 �� SPACER S '-Z`" w U7 LL
48 1139 7634E NS X.750 PH.FL SMS �� any Q 0
49 982 FD2PTAY 2 PT.LOCK ASSY. W un
50 SR180F8 RUBBER SLEEVE tx In
51 930 41721 STRIKE PL INSERT INACTIVE PANEL) �'" `- INT.GLASS ° M
I+avS52 931 7FRSPX DEADBOLT STRIKE PLATE 0 �+O U53 1115 710XMPFA MO X.750 PH F-SMS 1W (n54 957 70B57X HANDLE STRIKE PLATE Q
55 7118 71OX34PFA 410 X 750 PH FL SMS POLYISO- -DESICCANT FILL AREA 1 ° a- a�r�s_80 920D 6MD SIDELITE HEA R BUTYLENE---
'819ZiD 6821 §IDELJTE SILL SEAL � 16"NOM. Z J62 9168 60781 SIDEUTE JAMB r 83 1755 761 POA ad X 1.000 QUAD PN SMS -SILICONE SEAL Q
ROLL-FORMED_e4 996 7996 HEADGASKE75 STOCKINGS 0998) STAINLESS STEEL XL EDGETM 0
85 989 7989 SILL GASKETS STOCKING WMM a8 43JA 61641M SIDEUTE JAMB ADAPTER367 M2 X1.000 SHEET METAL SCREW EXT.GLASS. / / (�SPACER .�r.;T
70 712653K SETIWNG BLOCK,3137 X 1/4'X 1-WIPSA /
71 71267K SETTING BLOCK_1(16'%1/Y'X 1'W/PSA 0
72 14222A 84222 BEAD,7118" �� � LYAfv
•,.....,•. �
73 19M 8986 BEAD,318• INT.GLASS L10EN$
74 987 10 BEA F �(n
92 988_... 649th _BEAD,IMERIOR :
93- 1224 6TP247 9LXB,THG((USED IN EXTRUDED NO.58705
B< GIADNG SIIJCONE,DOW 60908963 Part* DowAp8on Mabrial
95 GLASS.3'8'UMI-118'A,.90 NVB,3116"HS --- SO Ko WvV 4SG TPS Spww System �__ (,�
86 GtA55,Y8'UMI-118'H5..90 NVB,3'16•HB See tnls � •• I
97 GLASS,7/18'LAMI-31/8"A..00 NVB,Y78-HS 81 Ouanex 6Up4l Spacer N(T MINI Hot Melt Btdvl ���.,. NTE Fel(/`
Sneel fa
96 GLASS,7/18'UMI-Y78"HS,.90 PVI YIV HS - 82 0uanm Oura99MSpacer IMeletial4 (� •. ORIO►• \�
102 11008A J41106A JACETAL SPACER.298®THRESHOLD.OPTIONAL
83 CALAMI XL EdOa Spacer �lrS�.'••••••. `G
10 104 OFOFF-THE SHELF DEAD BOLT LOCK,MIN 1'THROW GR 3 STEEL• l REFERENCE TEST REPORTS:FTL-8717,8968&8970 > '�/,ONAL
F•TN SHELF INNOLFJUTCH AS6EMBLV,ABN 7/18'TF840W,GR 3 EL I f r 11 I I 1 111
ITEMS#17-19,28,29,56-59,68,69,7579,84-91&99-101 ARE NOT k,I A LYNN MILLER,P E.
USED AND ARE NOT PART OF THIS APPROVAL. P.EI7 5a795
TABLE 5:
Design Pressury
X DOORS, Be.Shell 2,TeWe 1
ALL GLASS TYPES
ANCHOR TYPE 8 2,3,WOOD 1 1,2,CONC
SUBSTRATE 3 ALUM
LOAD ZONES
20-7f8"
MAXF,_Mr
< m 't y MAX.O.C.
DOORw 6" /A- HEAD __ 4
RA.,DTH ¢ x -a, 1 = MAX. S) yI ZONE"C" j
25.50 79.75 5 2 4 2 13-1/a MAX.
83.75 5 2 4 1 2 l /
F)NEW SHEET NING SIZE
87.75 5 2 4 2 / .._J.- „ELEVATIONS, ONE ELEVATIONS
9`175 /. // AND ANCHOR TABLES.-JR-
91.75 5 2 4 2 / MAX.8 / n
Ax.o.c. 04/1 u17
95.75 6 2 4 2 I /
27.50 79.76 5 2 4 j 2 - ems" < / w N Y CO
83.75 5 2 4 2 FRAM o / N j gcn
.�y
87.75 5 2 4 2 Bad HEIGHT m m Ix v 0
91.75 6 2 4 ! 2 M'AX.DLO O c U))
95.75 6 2 4 20 0\ `40
O Y, w o
29.50 79.75 5 2 4 2 \.� (TYP.) \ O o w
83.75 5 2 4 I 2 \ Z LL m
24-9118'\ \ =W BO R to k7
87.75 6 2 4 2 MAX.DLO`
91.75 8 2 4 i 2 LUW
,......r �\ Z �' I--\ O W J JN(J
95.75 6 2 4 2 ^ W
31.50 79.75 5 2 4 I 2 /q":A\ SILL Z
8375 6 2 4 I 2 3 ZONE"C" ,n O
-- i __ 37-112"MAX. ^
87.75 6 2 4 2 DOOR FRAME WIDTH0
® a+45
91.75 6 2 4 0
95.75 7 2 a z TYP. DIMENSIONS OF LOAD ZONES FOR U z
33.50 79.75 6 3 4 3 SINGLE DOOR,X SINGLE DOOR,X z
Ui
83.75 6 3 4 3 o LL J
y� 9*
87.75 6 3 4 I 3 r�ppfmlKt� rc f o
91,75 7 3 4 3t4ade cwi p
95.75 7 3 4 3 Amgj..tN�17'OSeY•GS Q X O
�ltreM�e Deta_sGP ie7•o
27J
35.50 79.75 6 3 4 ' 3
83.75 6 3 4 3 NOTES: a ` 111 11"
87.75 6 3 4 3 ` NY LYNN!
1)SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. \ �0,.• '�//
91.75 7 3 4 3 2)DOORS MAY BE LEFT OR RIGHT-HANDED.
95.75 7 3 4 3 - No.58705 -_
37.50 79.75 6 3 4 3 3)ANCHOR QUANTTRES ARE BASED ON SPACING AS FOLLOWS(4"MIN.O.C.FOR CONCRETE,4"MIN,O.C.FOR CMU):
83.75A73
4 3 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 247/8"MAX.O.C.
87.754 3
4)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE.
91.754 3 %, AZORIOP- " X
95.754 3 5)FOR ANCHORAGE INSTALLATION DETAILS SEE SHEET 14. ��i77S101YA`'11111411�`
A-LYNN MILLER,P.E.
P.E.B 58705
LE 8:
-_ 20-7/6 MAX.o c.
XX DOORS, Design Pressure
'
IV
ALL GLASS TYPES MAX - I } See Shot 2,Tabls 1
ANCHOR TYPE 8 2,3,WOOD 1 2 CO
SUBSTRATE 3 ALUM NC 13-1/4'MAX.
LOAD ZONES
NOTES:
Q < to i�� /�`� 1)SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. PRODUC f itnim
DOOR MAX 2)DOORS MAY BE LEFT OR RIGHT-HANDED. h•MI9j eeL
FRAME = Wi �� 23-1(8^ Ampe9ct N•I 7'n�'y•nj
FRAME HEIGHT x x x r MAX'O.C. 3)ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS(4•MIN. comm .Deo Z 2DTH _
x x x 8438" a O.C.FOR CONCRETE,4'MIN.O C.FOR CMU): 1
47.75 79.75 4 3 1 4 2 MAX.DLO i 95.34• JAMBS(ALL)'13-114'MAX.FROM CORNERS AND 23-1/8'MAX.O.C. �� c`'"•1,'-)"�
j MAX HEAD 8 SILL OF DOORS'6"MAX.FROM CORNERS,9'MAX.FROM b*Alw 1111111110,10111,11mZlnlli
83.75 5 4 4 2 -- - \ FRAME ASTRAGAL CENTERS AND 20-7/8'MAX.D.C.
/.G� HEIGHT 4)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE.
87.75 5 4 4 2 [ 4) - - .��---- F)NEW SHEET COMBINING SIZE
91.75 5 4 4 2 ` IT
\ j ELEVATIONS.ZONE ELEVATIONS
95.75 S 4 4 2 24.9/1 / 5)FOR ANCHORAGE DETAILS SEE SHEET 14. n aAND ANCHOR TABLES.-JR-
MAX.DLO\ / 04/
51.75 79.75 5 4 4 2 _ \ /
83.75 5 4 4 2 w x
87.75 5 4 4 2 > - o O
91.75 5 4 4 2 O No o U)
95.75 6 44 3 I'^-- 71-34'MAX.DOOR FRAME WIDTH Y A yn0 OQ 04 of
'-
55.75 79.75 5 4 4 2 TYP. ELEVATION OF XX CONFIGURATION _ g
Uj
83.75 5 4 4 2 _a o �' Z
8775 5 4 4 2 ZONE D' y-, HEAD 4 2 w � o
W 'w 0
91.75 6 4 4 3 `MAX. ZONE D F Z Y �� � ,
95.75 6 4 4 3 o f
59.75 79.75 5 5 4 2 c rn $ D
Z
83.75 5 5 4 2 / \ EXAMPLE; �. N LL
XX WITH GLASS TYPE A. .6 O
87.75 8 5 4 3 I / \ 83.34'WIDE X 91-3/4"HIGH DOUBLE DOOR, K a0
91.75 6 5
ANCHOR TYPE 3INTO WOOD O
4 3 /' \ $ 0 3 r;
t3.05' DESIGN PRESSURE=+751-75 PSF, 9
95.75 6 5 4 3 / O0 SEE EXAMPLE 6.SHEET 2 FOR DP EXAMPLE } 0 U?
i �, a ____......._...._.....
_...__...---..._.............. _. 2 F-
63.75 79.75 5 5 4 2 i W U 2
63.75 6 5 4 3 0 91-31,C ¢ w N
87.75 6 -5 4 3 m m DOOR ANCHOR REQUIREMENTS FROM TABLE 6 LL Q J
j 6 ANCHORS®EACH JAMB H F'
91.75 6 5 4 3 \ / 5 ANCHORS EACH DOOR PANEL @ HEAD w p O
95.75 4 3 / 5 ANCHORS EACH DOOR PANEL @ SILL O X
67.75 79.75 6 5 4 3 \ ¢ X
i / y;p ocx�ca
83.75 6 5 4 3 O SEE CIRCLED VALUES ON TABLE 6.
87.75 6 5 4 3 / �tttltlNAI
/ x =DENOTES ANCHOR LOCATION. �`` Y LYN
91.75 7 6 4 3 \\4/w 13114• � pN•-....-N,y
95.75 7 6 4 3 ` ���•' 1 tCENgF •����:i
71.75 79.75 6 5 4 3 �( �-- 20-7/6' 9' � --� e•MAX. W58705
•. '
*: _
83.75 6 5 4 3 -_- SILL MAX• SILL *_
eZ75 6 5 a 3 ZONED' ZONED*
-- 63-3/4'
91.75 7 6 4 3 ............. ._._............... so,
95.75 7 6 a 3 LOAD ZONES FOR XX CONFIGURATION
L` a
&ANCHORAGE LAYOUT USED IN EXAMPLE ,ZONALNN MtE,,�`�
A.LYILLER•RE
P.EJr 58705
TABLET
O SIDE LITE, Design Pressure
See Sheat 2,Table 2
ALL GLASS TYPES
ANCHOR TYPE 8 2.3,WOOD 1 2 CONC
SUBSTRATE 3ALUM
LOAD20NES
Eu w
J 17-718' ►RODIK r AFVMiiiiiiiIo
MAX m w y MAX.O.C. nararN�a�e IIa1W
/ M.M:e{
FRAME FRAME u m 9" �� t� hB � �... . HEAD Aecep..R Na)�-�'SC •t%I
HEIGHT MAX. �._/ -. 1 _ I ZONE*E* E:�y4arlaa view 4�2,
m -1-
cwo
O' I
SIDE LITE �
a
�� 1 O O O 13.114"MAX.
10.75 79.75 4 1 4 1
83.75 4 i 1 4 1 i
87.75 4 1 1 4 1 ELEVATIONS,ZONE ELF)NEW SHEET COMBINING SIZE
91.75 4 1 4 1 MAX.-firD. / AND ANCHOR TABLES-
JRTIONS
04110/17
95.75 4 1 4 1 m
12.75 79.75 4 1 2 4 2 -
83.75 4 j 2 4 2 �� AX. 0 S Ill W -717
O
87.75 4 2 4 2 MAX.DLO FRAME m °0 >� y aOa O
91.75 4 2 4 2 F-F HEIGHT 00 N aao 0
ul
95.75 j4=2 4 2 CD J Z S
19.00 79.75 4 1 2 4 2 4 N
83.75 4 2 4 2 33-518 z 11'g = W
87.75 4 1 2 4 2 MAX.DLO U LLC OR to g
91.75 4 1 2 4 2 - Z 5Ss` V-
95.75 4 2 4 2 - o w J
- -
Lo
21.75 79.75 4 2 4 2 SILL >° O
(@ �..........._
LL
83.75 4 1 2 4 2 -� ZONE E"
_. . 38.314'MAX. 0
87.75 4 2 4 2 IDE LITE FRAME WIDTh�-
91.75 5 2 4 2 ® O
95.75 5 ! 2 4 2 TYP. ELEVATION OF LOAD ZONES FOR F
27.75 79.75 5 2 4 2 - - ? Z z
63.7s s z a 2 SINGLE SIDELITE, O SINGLE SIDELITE,O
-......._...-.............--_ _. - - - a w
� J
87.75 5 2 4 2 H
91.75 6 2 4 2w w0 17c
95.75 6 2 4 2 Q O O
36.13 79.75 6 3 4 3
83.75 6 3 4 3
87.75 7 3 4 3 NOTES_ \``IIIII11111/7177i
91.75 7 3 4 3NY LY1yN i�
1)SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. ` '�O
I IG3p (�
95.75 7 3 4 3 '
36.75 79.75 6 3 4 3 2)ANCHOR QUANTITIES ARE BASED ON SPACING FOLLOWS MIN O.C.FOR CONCRETE,4'MIN.O.C.FOR CMU) N0 58705
JAMBS(ALL):13.114'MAX.FROM CORNERS ANOD 23-118'MAX.,O.C. =*'
83.75 6 3 4 3 HEAD&SILL OF SIDE LrTES:6'MAX.FROM CORNERS AND 24.3!4"MAX.O.C.
87.75 7 I 3 4 3 3)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE 912E. � O LS �;
91.75 7 3 4 3 �:
95.75 7 3 4 3 4)FOR ANCHORAGE INSTALLATION DETAILS SEE SHEET 15. �s'•.'i OR10r•.-''G,\?�
' S�ONAL IEN
A.LYNN MILLER.P.E.
P.E.i 58705
A13LE 8. V MAX.
X0&OX, 20-78'MAX D c. r tr MAX. Design Pressure
ALL GLASS TYPES Mme /.'. : [q�. I Reinforced: S«Stleet 2,Tedee i a 2
E�3� � Uorelydcrced: See Shoot 2,Tables 3 8 4
SUBSTRATE
ANCHOR T8 2 3 WOOD 3 ALUM 1,2,CONC --------
RATE 13-114"MAX
LOAD ZONES ` v NOTES:
\,
I SEE
SE
[RE
ETABLES FORM DESCRIPTIONS.
1 FOR GLASS AND ANCHOR TYPE
J 23.118" \� FORCEMENT
MAX MAXIS 00 y m Q m m y < MAX.O.C. UIREMENTS. 2)DOORS MAY BE LEFT OR RIGHT-HANDED
SIDE LITE DOOR MAX
FRAME FRAME FRAME ( u7 w I 3)ANCHOR QUANTITIES ARE BASED ON SPACING AS
HEIGHT
I = T _ _ '\ 95-314' FOLLOWS(4'MIN.O.C.FOR CONCRETE,4-MIN.O.C.
WIDTH W10171 6 1 6 X x O O X X 84-3/8' MAX. FOR CMU):
10.75 25.50 79.75S42
5 4 2 2 4 MAX DLO / FRAME JAMBS(ALLY 13-1/4'MAX.FROM CORNERS AND
HEIGHT 23-1/B'MAX O.C.
83.75 5 4 2 2 4 HEAD 8 SILL OF DOORS:6'MAX.FROM CORNERS,
W MAX.FROM ASTRAGAL CENTERS AND 20-78' F)NEW SHEET COMBINING SIZE
87.75 5 4 2 2 4 / l MAX.O.C.
�_% HEAD 6 SILL OF SIDE LTTES:8'MAX.FROM ELEVATIONS,ZONE ELEVATIONS
91.75 5 4 2 2 4 AND ANCHOR TABLES.-JR-
CORNERS AND 24-3/4'MAX.O.C.
95.75 6 4 2 2 4 24.9/18" 33-68 04lid17
MAX12.75 2750 79.75 5 4 2 2 4 + / -DLO` AX.DL4)FOR SIZES NOT SHOWN,ROUND UP TO HE
� ]C
83.75 4 1 2 4 5 4 2 2 4 13-1/4"MAX I AVAILABLE SIZE.
87.75 4 j 2 4 5 4 2 2 4 ------ 5)FOR ANCHORAGE INSTALLATION DETAILS SEE j
j \
91.75 4 2 4 5 4 2 2 4 SHEETS 14815. Of w g O
LL�E
3/4'MAX.SIDE95.75 4 2 4 6 4 2 3 4 37-1/7 MAX.DOOR 6)CONFIGURATIONS WHERE THE DOOR LOCKSTRE >t� "011 O FRAME WIDTH iii
FRAME WIDTH ABUTS A SIDE LITE ARE NOT AVAILABLE WITH NOr
19.00 29.50 79.75 4 1 3 4 5 4 2 2 4 - 73-1/2'MAX.DOOR+SIDE UTE FRAME WIDTH REINFORCEMENT. 0 M N O
83.75 4 ; 3 4 5 4 2 2 4 p a$ Z
TYP. ELEV_A-
_TI-.O_N-OF---XO CONFIGURATION 7)SIDE LITE OVERLAPS DOOR BY 3/4'ONCE Z 1L (o ~
---- - ----- --- -
87.75 4 j 3 4 6 4 2 2 4 {Ox S_iMILA_R1 ASSEMBLED. U V � a= � .e
91.75 4 1 3 4 6 4 2 3 4 HEADZONE'D' HEAD ZONE-E- 1l1fl1a1t 8akS�7R1 W Z co <
95.75 F4 1 3 4 6 4 2 3 4V MAX. - e'MAX. �` *� o w W
21.75 31.50 79.75 4 1 3 5 5 4 ! 2 2 4 ,.vyieaav►17dSv4 obi o z g LU
83.75 4 13 5 6 4 2 2 4 +taM�W s_' J2.- to LL
87.75 4 3 5 6 4 1 2 3 4 \\ Y1 o
'. laay9
91.75 5 3 5 6 4 2 3 4 EXAMPLEXO WITH GLASS TYPE B, g,
95.75 5 3 5 7 4 2 3 4 \ 36'X 84'SINGLE DOOR WITH 36'X 84'WIDE SIDE LITE, J H
27.75 33.50 79.75 5 3 5 6 4 2 2 4 \ ANCHOR TYPE 3 INTO CONC. U Q Z
DOOR DESIGN PRESSURE•+751-75 PSF
83.75 5 3 5 6 4 2 3 4 a pa w tu .,
87.75 5 3 S 6 4 2 3 4 W LL Q' 2
DOOR ANCHOR REQUIREMENTS FROM TABLE 8: O LL X
91.75 6 3 5 7 4 3 3 4 N N 4 ANCHORS Q DOORJAMB � O
95.75 6 1 3 6 7 4 3 3 4 / 3 ANCHORS Q DOOR PANEL Q HEAD j °6 0
/ 3 ANCHORS Q DOOR PANEL SILL Q O O
36.13 35.50 79.75 6 i 4 5 6 4 3 3 4 / 4 ANCHORS SIDE LRE IAMB
i 3 ANCHORS Q SIDE LTTE Q HEAD Arts =san sa�.a;
LL
83.75 8 4 5 8 4 3 3 4 /' 3 ANCHORS Q SIDE LITE Q SILL
87.75 7 j 5 5 6 4 3 3 4 / \ NY LYNHl"
91.75 7 5 6 7 3 4
95.75 7 1 5 8 7 4 3 3 4 /
36.75 37.50 79.75 6 1 4 5 6 4 3 3 4 O No.58706
_�- SEE CIRCLED VALUES ON TABLE 8.
83.75 6 4 5 6 4 3 3 4 I 20.716 I 6.MAX
X =DENOTES ANCHOR LOCATION. I
87.75 7 5 5 7 4 3 3 4 i 9'MAX, 4' pp'• C5VN1
TE
91.75 7 5 6 7 4 3 �- SILL ZONED'-- SILL ZONE"E' �'��S,�ORID�' ���
x5.75 7 5 6 1 LITEa 3 3 a LOAD ZONES FOR XO_ CONFIGURATION S
ANCHOR QUANTITIES FOR THE DOOR AND SIDE TO BE
DETERMINED INDEPENDENTLY, &ANCHORAGE LAYOUT USED IN EXAMPLE
------OX SIMILAR ---
L..._....__.Z A LYNN MILLER,P E.
P.E K 58706
ABLE 9:
_ Design Pressure
OXO,ALL GLASS TYPES 20 7/e MAX.o c. {I MAX. Reinforced: NIA
8'MAX. +{ I /-, i+-�•f 2M314'MAX.O.C. Unrdnk>,ced: See SMet 2,Tedea 3 6 4
ANCHOR TYPE 6 SUBSTRATE 2.3',SOD 1,2.CONC MAX. I
LOAD ZONES ��'/ \•�/ 13-1/P�
w L w
MAX MAX'X00 0SIDE LTTE DOOR MAX m b m 3 MAX.O.C. bogs"ab
FRAME FRAME FRAME
HEIGHT SKaMrce N.I�-0 '�C I
WIDTH WIDTH O O x O O x �/ 95-314" �W~W 1$ 2_
10.75 25.50 79.75 4 2 7 4 2 3 B4 yg�
FMR1. Mr•i3O P1* COMMA
83.75 4 2 7 4 2 3 / MAX.DLO HEIGHT
87.75 4 2 7 4 2 3 F)NEW SHEET COMBINING SIZE
C-3`+ \ �.., ELEVATIONS,ZONE ELEVATIONS
91.75 4 2 7 4 2 3 ��`/ AND ANCHOR TABLES-JR-
95.75 4 ' 2 7 4 2 3 \ oanolt7
12.75 27.50 79.75 4 ' 2 7 4 2 3 33-578' 24-9116\
MAX.DLO ,MAX.DLO 1v 0
83.75 4 ; 2 7 4 2 3 r^\ 4L1 i
--
87.75 4 2 7 4 2 3 1 11
91.75 4 2 7 4 2 5 + a o O
95.75 4 !: 2 7 4 2 5 �' 36.314"MAX.SIDE `8381 Lry ih
19.OD 29.50 79.75 4 i 3 8 4 2 3 LITE FRAME WIDTH 37-111'MAX.DOOR OJ r�i Z g
Ld
83.75 4 ; 3 8 4 2 3 __... 109-112"MAX.DOOR M-SIDE UTE FRAME WIDTH -------- -', NOTES: Z L R
87.75 4 3 8 4 2 5 U U c y&{ c/) ^1r
91.75 4 I 3 8 4 2 5 1)SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. W- i Z W xa
TYP. ELEVATION OF OXO CONFIGURATION o w � ^M0
95.75 4 3 8 4 2 5 LT AVAILABLE WITH REINFORCEMENT,' 2)DOORS MAY BE LEFT OR RIGHT-HANDED. 0 9 $ W
21.75 31.50 79.75 4 j 3 8 4 2 3 Z u O LL
y HEAD _ HEAD 4 HEAD 3)ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS N O
83.75 4 3 8 4 2 5 I - ZONE'E' i ZONE"F' i -20NE'E" )P MIN.O.C.FOR CONCRETE,4'MIN.O.C.FOR CMU)t e6
67.75 4 3 8 4 2 5 JAMBS(ALL):13-t14'MAX.FROM CORNERS AND 23-t/8•'
MAX.O.C. Q Iaa.rS
91.75 5 13 8 4 2 5 / HEAD 6 SILL OF DOORS:6'MAX.FROM CORNERS,9'MAX. U
95.75 Sia 10 42 5
;' FROM ASTRAGAL CENTERS AND 207/8'MAX.O.C. d =
/ I HEAD d SILL OF SIDE LI ES 6'MAX.FROM CORNERS AND
27.75 33.50 79.75V63
8 4 2 3 , sa 314`MAX.O.C. Z J z
83.75 8 4 2 _5 / a w Q :r
4)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE LL
87.75 B 4 2 5 SIZE.91.75 10 4 3 5 95.75 10 4 3 5 5)FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS L) O N 148 15. Q 036.13 35.50 79.75 8 4 3 5
6)CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A
83.75 6 1 4 8 4 3 5 I SIDE LITE ARE NOT AVAILABLE WITH REINFORCEMENT. tit 11 t l 111
87.75 7 j 5 8 4 3 5 I �``�t V LYp
t \\ 7)SIDE LITE OVERLAPS DOOR BY 314'ONCE ASSEMBLED. ` apN-......N,y
91.75 7 j 5 10 4 3 5 \ l vCEN '•�((
95,75 7 5 10 4 3 5
36.75 37.50 79.75 6 ' 4 8 4 3 5 1Yp.58705
83.75 6 ! 4 8 4 3 5 \ _
87.75 7 5 10 4 3 5
91.75 7 ! 5 10 4 3 5 SILL Slll SILL __
95.75 7 5 10 4 3 5 --ZONE'E" Y ZONE'F'- ----- ZONE"E' %iCCsS1F` DP.• \?:
ANCHOR OUANTITIES FOR THE DOOR AND SIDE LITE TO BE ♦ ////ANAL I lL%�``
DETERMINED INDEPENDENTLY. LOAD ZONES FOR OXO CONFIGURATION
Iill
- A.LYNN MILLER,
P.E.0 58705
TABLE 10'
9'MAX --.- __ Desigrt Pressure
zo-71a•MAXO.C.
XXO&OXX,ALL GLASS TYPES Rainfor a: see sheet 2,Tables 1 a 2
9'MAX. r- -- 24,/4'MAX.O.C. Unreinforoed: See Sheet 2,Tables 3 8 4
2.3,WOOD W MAX.
ANCHOR TYPE 8 SUBSTRATE 3 ALUM 1,2,CONIC /A-A\ ! AD-8\F
3 -/
LOAD ZONES -
0'MAX
� ���Gnnn y� r*oouc r
SIDE LTE MAX"AC
MAX m m m ` m m < ! 23.119' / 23-1/8' �y10tilQ.,iwNl dr lud�lY
FRAME g w ' MAX.O.C. �' SEE TABLES 1 MAX.DLO A 1 7-
FRAME FRAME x x' S = j //• �� \
WIDTH WIDTH
HEIGHT O O X X X O O X X "/._.SHEET2 FOR
REINFORCEMENT --! 9S.3/4" L• �5t+.. �. .<<,�.,. \__
/ \ REQUIREMENTS.
10.75 47.75 79.75 4 2 4 3 6 4 1 2 4 2 3 MAX. �u+r Md�Mwr+caar�l
83.75 4 2 5 4 7 4 2 4 2 ! 3 �� FRAME
87.75 4 2 5 4 7 4 2 4 2 3 64, 115• HEIGHT F)NEW SHEET COMBINING SIZE
91.75 4 2 5 4 7 4 2 4 2 3 i""' MAX.kO % --� - ELEVATIONS,ZONE ELEVATIONS
C-C� F. _.._..._ Q AND ANCHOR TABLES.-JR-
95.75 4 2 5 4 ' 7 4 2 4 2 3 f.d% \ 4,/ 04/10117
12.75 51.75 79.75 4 2 5 4 ' 7 4 i 2 4 2 3 24-9/16\ / 33 SB a
MAX.DLO'•, / MAX.DLO Y
83.75 4 2 5 4 7 4 2 4 2 j 3
87.75 4 2 5 4 7 4 ! 2 4 2 j 3 / 0
91.75 4 2 5 4 7 4 2 4 2 1 3 Lo 3 po
95.75 1 4 2 6 4 7 4 2 4 3 5 A A a 61 Q)oy+ Of ph
19.00 55.7575 4 3 5 4 7 4 I 2 4 2 j 3 ;�----71107-3/h4U"MAAXO.ODOOR SIDEDR FRAME LITEFRAME WIDTH SDE LI FRAME WIDTH 0,p W p
_.._. _. S J
w S
87.75 a 3 5 a 7 4 1 2 a 2 3 TYP. ELEVATION OF XXO CONFIGURATION NOTES: w V° a W °« , N
91.75 4 3 6 4 7 4 i1- 1 2 4 3 1 5 ---- {OXX SIMILAR) - 1-W S2 � owr.
95.75 4 3 6 4 8 4 2 4 3 5 1)SEE SHEET 1 FOR GLASS AND ANCHOR TYPE n> :t w N
21.75 59.75 79.75 4 3 S 5 8 4 ' 2 4 2 �' 3 _ HEAD _ HEAD _ HEAD DESCRIPTIONS. Z $ c LL
83.75 4 3 5 5 8 4 2 4 2 j 3 ZONED" 20NE'F" -�ZONE'E' i 2)DOORS MAY BE LEFT OR RIGHT-HANDED. 'a
87.75 4 3 1 6 1 5 8 4 1 2 1 4 1 3 1 5
3)ANCHOR QUANTITIES ARE EASED ON SPACING ASQ N ,�,yy
91.75 5 3 6 5 8 4 2 4 3 1 5 \ FOLLOWS(4'MIN.O.C.FOR CONCRETE,4-MIN.O.C. w J
95.75 5 3 6 5 8 4 2 4 3 5 // \ FOR JAMBS(ALL):13-1/4'MAX.FROM x U W
27.75 63.75 79.75 5 3 5 5 8 4 2 4 2 3 / CORNERS AND 23-18 MAX.O.C. Z 0
83.75 5 3 6 5 8 4 2 4 3 ! 5 / \ HEAD 8 SILL OF DOORS:6'MAX.FROM 0 LU X ''-s
/ CORNERS,9'MAX.FROM ASTRAGAL O J
87.75 5 3 6 5 8 4 1 2 4 3 5 < m CENTERS AND 20.718 MAX.O.C.
91.75 8 3 6 5 8 4 ; 3 4 3 ! 5 S / \\ W HEAD 8 SILL OF SIDE LITES:8'MAX.FROM w ? O O
/ CORNERS AND 24-314•MAX.O.C. L)
m X
95.75 8 3 7 B 10 4 j 3 4 3 5 Q
36.13 67.75 79.75 6 4 6 5 8 4 3 4 3 5 4)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT
AVAILABLE SIZE.
83.75 6 4 6 5 8 4 3 4 3 5 \ / 5)FOR ANCHORAGE INSTALLATION DETAILS SEE
87.75 7 5 8 5 8 4 3 4 3 5 \ / SHEETS 14815. `�� ONY LYNIy*'�,�
91.75 7 5 1 7 6 10 4 3 4 3 5 \ VCENSF•�!�
95.75 7 5 7 6 10 4 3 4 3 5 / 8)CONFIGURATIONS WHERE THE DOOR LOCKSTILE �;" •.Cn'10
ABUTS A SIDE z
36.75 71.75 79.75 6 4 6 5 8 4 3 4 3 5 \ /' RE NFORCEMENTE ARE NOT AVAILABLE WITH =* No.56706
83.75 6 4 6 59 4 3 4 3 5
_ -.._ 7)SIDE LITE OVERLAPS DOOR BY 3l4-ONCEf/w,
87.75 7 5 B S 9 4 3 4 3 5 + ASSEMBLED. TTT
91.75 7 5 7 6 10 4 3 4 3 5 ` SILL 4- -Z
SILL SILL %� �(OR10P,.' \�w
..
' S ONAL
ZONE•D' ZONE^p•...........__.. ZONE•E^ .....
95.75 7 5 7 6 10 4 3 4 3 S r1 1
ANCHOR QUANTITIES FOR THE DOOR AND SIDE LITE TO BE LOAD ZONES FOR XXO CONFIGURATION '111111 111111
DETERMINED INDEPENDENTLY. -- I---
Ol XX SIMILAR) A. 87 5
LYNNS P.E
REA;18705
rARLE 11! 6' MA a" Design Pressure
20.7/8"MAX.0 C. 24-314"MAX.O.0
OXXO,ALL GLASS TYPES Mew (B '� rEi3 MAX j - Relnlacee: see meal z,Teles i a z
f`CC��JJ '�- 9"MAX
Unndnlorced: See Shast 2.Telae 3 8 4
ANCHOR TYPE a SUBSTRATE 2,3'ALUOM D 1,2,CONC -r
LOAD ZONES NOTES:
1)SEE SHEET 1 FOR GLASS AND ANCHOR
w .• iu 23-1ffi' / A. ` TYPE DESCRIPTIONS. C7
!m N MAX.O.C. I'\ R
EE TABLES 1-4, _
MAX MAX 70f MAX m a m d ----- _- i •/ i% HEET 2 FOR 95-314` 2)DOORS MAY BE LEFT OR RIGHTSIDE LITE -HANDED. ' 6.6l'I-C SLil•0 1
EINFORCEMENT MAX.
Aonce��+�4
FRAME FRAME FRAME Q t=I x iEQUIREMENTS. FRAME 3)ANCHOR QUANTITIES ARE BASED IXJ
WIDTH WIDTH HEIGHT X - 84-318" - -- ® HEIGHT SPACING AS FOLLOWS(4"MIN.O.C.FOR
O O O O X MAX.DLO �� CONCRETE.4"MIN.O.C.FOR CMU); p,y CeMn/
10.75 47.75 79.75 4 2 6 4 2 3 JAMBS(ALLj:13114"MAX-FROM
83.75 4 2 7 4 2 3 CORNERS AND 23.118"MAX.O.C.( - ........ QC}. _._...... ._.._ - ___ HEAD a SILL OF DOORS:6'MAX.FROM4/ CORNERS,9"MAX.FROM ASTRAGAL c FINEWSHEETCOMBININGSIZE
87.75 4 2 7 4 2 3 ,°�ELEVATIONS,ZONE ELEVATIONS
91.75 4 2 17 4 2 3 CENTERS AND 20.718"MAX.O.C. AND ANCHOR TABLES.-JR-
24-9116 / 33-Slg• HEAD 8 SILL OF SIDE LITES: . tOM10/17
95.75 4 2 j 7 4 2 3 MAX.DLO\ MAX.DLO FROM CORNERS AND 24-3)4'MAX.O.C.
12.75 51.75 79.75 4 2 7 4 2 3 - 4)FOR SIZES NOT SHOWN,ROUND UP TO N Y U
83,75 4 2 1 7 4 2 3 THE NEXT AVAILABLE SIZE. j 3 +ea
_
87.75 4 2 , 7 4 2 3 B e
'A A' S)FOR ANCHORAGE INSTALLATION DETAILS a o o O
91.75 4 2 7 4 2 3 SEE SHEETS 14 a 15. to W 31 .-
36314"MAX.SIDE 71-314`MAX.DOOR FRAME WIDTH U w X 1n
95.75 4 2 !7 4 2 5 6)CONFIGURATIONS WHERE THE DOOR "7 -
LITE FRAME WIDTH O,.,) to o
19.00 55.75 79.75 4 3 7 4 2 3 - -- 143.3/4'MAX.DOOR+SIDE LITE FRAME WIDTH --------------------------�• LOCKSTILE ABUTS A SIDE LITE ARE NOT J J �^H Z
AVAILABLE WITH REINFORCEMENT. O LL S
83.75 4 3 ,7 4 2 3 TYP.ELEVATION OF OXXO CONFIGURATION s ui`. 2 w
-------------- -- 7 SIDE LITE OVERLAPS DOOR BY 314"ONCE p A -
87.75 4 3 7 4 2 3 ) U U w •H90
91.75 4 3 . 7 4 2 5 ASSEMBLED. F co �� � nn
95.75 4 3 , 8 4 2 5 HEAD HEAD _.. HEAD ---._.._.. .. HEAD _� o j W "�
�-20NE"E' .._._ ZONE-F ZONE`F" t ---'ZONE'E'
ozo p
21.75 59.75 79.75 4 3 ' 8 4 2 3 - / N LL
O
83.75 4 3 8 4 2 3 ! \ EXAMPLE: `8
/ \ OXXO WITH GLASS TYPE B, It
87.75 4 3 !8 4 2 5 O
\ 71-374"WIDE X 95-3/4'HIGH DOUBLE DOOR ' U ;opus
91.75 5 3 (8 4 2 5 / WITH(2)36-3/4°X 95-3/4'SIDE LITES, ® ao p
95.75 5 3 8 4 2 5 23"1!8' / \ I ANCHOR TYPE 2 INTO CONCRETE, _
/ DESIGN PRESSURE=-341-34 PSF, U to '1
27.75 63.75 79.75 5 3 8 4 2 3 / ` m SEE EXAMPLE 4,SHEET 2 FOR DP EXAMPLE
83.75 5 3 8 4 2 5 m Z yj
87.75 5 3 8 4 2 5 W \ s DOOR ANCHOR REQUIREMENTS FROM TABLE 11: u• 0 J
O 4 ANCHORS(a EACH SIDE LITE JAMB K O p
91.75 6 3 1 8 4 3 5 N 6 ANCHORS EACH DOOR PANEL Q HEAD U
m
95.75 6 3 10 4 3 5 \ // 5 ANCHORS EACH DOOR PANEL®SILL Q O p
36.13 67.75 79.75 6 4 8 4 3 1 5 / 3 ANCHORS EACH SIDE LITE 6 HEAD
3 ANCHORS EACH SIDE LITE 0 SILL
63.75 6 W84
5 It
87.75 7 5
91.75 7 5 / O SEE CIRCLED VALUES ON TABLE 11. CENM�95.75 7 5 /
36.75 71.75 78.75 6 4 8 4 3 5 =DENOTES ANCHOR LOCATION. No.58705
E it to
83.75 8 4 ; 9 4 3 5 .- 24-314
• #
6-MAX. -..- L- � �.� '
87.75 7 5 19 4 3 5 SILL h e^MAx. �, r- �=
MAx. zo 116' MAX. ;� l�-
91.75 7 5 i 10 4 3 ZONE'E' - SILL r --- :StL SILL ` ��`
ZONE"F' -'- ZONE"E' :COS '•!�[ORIOP.•'G\��
1 95.75
ZONE•F
ANCHOR QUANTITIES FOR THE DOOR AND SID LI ETO BE LOAD ZONES.-FOR OXXO CONFIGURATION �''S�ONAL
...... _� _.-- /1111111/
DETERMINED INDEPENDENTLY. &ANANCHORAGE LAYOUT USED IN EXAMPLE
A.LYNN MILLER,P
# .
P.E. 58
EDGE DISTANCE— EDGE
2X MOD SEE TABLE ISTANCE EDGE DISTANCE
A,SHEET 1
BUCK NOTE I I
SEE TABLE
------ 1 x MOD r EMBEDMENT A.SHEET1
BUCK,NOTE I
EMBEDMENT
-
1/4'MAX.SHIM
114"MAX,SHIM 1/4'MAX.SHIM
SEE TABU SEE SEE
TABLES wkb dw
A,SHEET I
A,SHEET I Q
Z-" Acptmft N
..........
LsphvAw
DOOR HEAD(WOOD) DOOR HEAD(CONC) DOOR HEAD(ALUMINUM)
EMBEDMENT- F)CLARIFIED DETAILS,ADDED
EMBEDMENT— ALUMINUM.-JR-0010/17
114"MAX.SHIM 1/4*MAX.SHIM 1/4'MAX-SHIM I
DISTANCE
w$ EDGE DISTANCE 77 .I EDGE DISTANCE EDGE DIS
C-4
rw
rr 0
In 0
FlEll
STAGGERED ti I/ f STAGGERED =cc
STAGGERED , '_ "\'� >
RS —SEE TABLE
ANCHORS C-4
ANCHORS A,SHEET 1
ANCHORS
100 LL Z
_j
Z to
2X Wl ixwoo
A i SEE TABLE
D
DOD.-i BUCK,NOTE 1 A,SHEET I Lu 'o Ui u
BUCK.NOTrzl Z 'q
Lij
DOORJAMB(WOOD) DOORJAMB(CONC) DOOR JAMB(ALUMINUM) rz.>�� w 9 in
-- ------- Z!a
to u_
.6SEE TABLE A, 0
<
SHEET 1 SEE TABLE A,SHEET I
TABLE A,SHEET 1 0 U)F- ,_114
_j
1/4"MAX.SHIM i U Z
1/4'MAX.SHIM
1/4"MAX. zw
SEE TABLE 0 LL
_5
SEE TABLE A,SHEET I
A.SHEET 1
EMBEDMENT EMBEDMENT U 8 7
EDGE DISTANCE ....
4111 EDGE DISTANCE 2x WOOD BUCK,NOTE I EDGE DISTANCE 4_�DOOR SILL(CONC) DOOR SILL I LYAfv
Mi
DOOR SILL(WOOD) (ALUMINUM)
Or
N0.58705
1,WOOD BUCKS DEPICTED AS lx 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 1 112" 61
Zi
THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION(A t* 1, '
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 - ..
''4 ORIOP'
. I..... c""�x
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 /0NAL IE 0'
AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. '!—IFXTERIOR INTERIORL
3,TYP.ANCHOR TYPE,EMBEDMENT&EDGE DISTANCE PER SUBSTRATE,SEE TABLE A,SHEET I.. (ALL HEAD&SILL SECTIONS) A.LYNN MILLER.PT
SEE TABLE EDGE DISTANCE _
2X WOOD -—- EDGE DISTANCE A,SHEET\�_• 1 _ EDGE
DISTANCE
BUCK,NOTE 1.. _------ -----rf _
_. ',EMBEDMENT
ETABLE
A,SHEET 1
t .» EMBEDMENT
I WOOD ...114'MAX.SHIM
t!4"MAX.SHIM BUCK. — `114`MAX.SHIM
NOTE 1
lNOdUCf REYIIIIIIIIIIIIIII
...SEE TABLE SEE TABLE ,.... _SEE TABLE tarr/t w11Y at pb"
A,SHEET 1 A,SHEET 1 A,SHEET 1A�wpft'ft r4 11-J,)�'Ll.C,I
Eatrarat�e Y�u�„Y2yw�=�2�
"
SIDE LITE HEAD(WOOD) SIDE LITE HEAD(CONC) SIDE LITE HEAD(ALUMINUM)
SEE TABLE F)CLARIFIED DETAILS.ADDED
--EMBEDMENT EMBEDMENT A,SHEET i ALUMINUM. JR 04110117
A
1l4"MAX.SHIM-� 114"MAX.SHIM 114"MAX.SHIM o". -
SEE TABLE 1 EDGE DISTANCE EDGE DISTANCE Y C9
JEDGE DISTANCE A,SHEET 1 '`� U.I `2 U)
IF
� O O
j SEE TABLE In
O
11 SEE TABLE A,SHEET 1 O N
A,SHEET 1 _ O M �'Iq Zo O
SEE TABLE O S �: $ W
A,SHEET i Z Lr_ m s 7
U
Wim- 1X WOOD BUCK,NOTE 1-
BUCK,NO7E 1 '•
SIDE LITE JAMB(WOOD) SIDE LITE JAMB(CONC) SIDE LITE JAMB(ALUMINUM) Lo
LU
�� g` � �a+n
ti v w
oZrn $ U w
O
—SEE TABLE A.SHEET 1 --'-SEE TABLE A,SHEET 1 SEE TABLE A.SHEET 1 W U)
tg J co
" -i/4"MAX.SHIM .--1/4"MAX,SHIM U Z
Z
¢ a
1X W000 ' ,' ;wc
w —
BUCK,NOTE 1 �� --1/4"MAX.SHIM
W Lu
LLL F J
/ EE T
"A,SHEET w W O
EMBEDMENT SEE TABLE_ O
A,SHEET 1 r• 'EMBEDMENT Q
A_ n,,t
,a sa
EDGE DISTANCE—j+-�1.....
BUCK,NOTE i -.,-.P 1-- EDGE DISTANCE
`\111111f 1l
-----•-F-EDGE DISTANCESIDE LITE SILL(ALUMINUM) ........
. ..
SIDE LITE SILL(WOOD) SIDE LITE SILL(CONC) ?;• F' .4��
No.58705
1.WOOD BUCKS DEPICTED AS lx ARE LESS THAN 1 112"THICK.lx 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). ;p'.%
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 %O��'•.•FtORiOp N
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 '' rs/pNAI
AND WOOD SUBSTRATE,ORAS APPROVED BY THE AUTHORITY HAVING JURISDICTION. EXTERIOR INTERIOR t/ tt 01111101,
/ `\
1_.......—...._..__...
3.TYP.ANCHOR TYPE,EMBEDMENT&EDGE DISTANCE PER SUBSTRATE,SEE TABLE A,SHEET 1..
(ALL HEAD&SILL SECTIONS) A NN MILLER
RE