HomeMy WebLinkAboutProduct Approval S1 XPCI BUILDING DIVISION
n J U N 2 4 7,016 REVIEWED FOR C� E
REVIEWED RY
Milli®DADS DATE
PLANS AiAi16w PERMIT MUST BE KEPT ON 3'OB MIAMI DADE COUNTY
® OR NO INSPECTION WELL BE MADE, PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.mifimidade.gov/economy
CGI Windows&Doors
10100 N.*.251h Street
Doral,FL 33172
,SCOPE•
This NOA is being issued under the applicable roles 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(AHD).
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 AHI(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: 560 lumen S zl cg:+Gssal Iorvl roes ceexats- T
APPROVAL DOCUMENT: Drawing No. W08--14,titled "Series 560 Alum Sliding Glass Door-LMI",
sheets 1 through 13 of 13,including sheets 2.1 and 9.1,dated 02/08/08,prepared by Al-Farooq Corparation,
with latest revised"H"dated 02/29/16, signed and sealed by Javad Ahmad,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 Rating.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
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#I5-0302.06 and consists of page 1,and evidence pages E-1 and E-2;as well as
approval document mentioned above.
The submitted documentation was reviewed by Jorge M.Plasencia,P.E.
MIAMMt naoa cautarr.
NOA No.16-0303.01
.•••. , Expiration Date: June 12,2017
Approval Date: March 17,2016
�,p�114s Page 1
CGI Windows &Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under previous NOA's#08-0304.05 and-091209.06)
2. Drawing No.W08-14, titled"Series 560 Alum Sliding Glass Door-LMr', sheets 1 through
13 of 13, including sheets 2.1 and 9.1, dated 02/08/08, prepared by Al—Farooq Corporation,
with latest revised"H"dated 02/29/16,signed and seated by Javad Ahmad,P.E.
B. TESTS-
1. Test reports 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) Small Missile Impact Test per FBC, TAS 201---94
5)Large Missile Impact Test per FBC,TAS 201-94
6) Cyclic Wind Pressure Loading per FBC,TAS 203-94
7) Forced Entry Test,per FBC 24113.2.1,TAS 202-94
along with marked-up drawings and installation diagram of an aluminum SGD,
prepared by Hurricane Test Laboratory, Inc., Test Report No. HTL-0080-0707-09,
dated 11/10/09,signed and sealed by Vinu J. Abraham,P. E.
(Submitted under previous NOA No. 09-1209.06)
2. Test reports 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) Small Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 24113.2.1, TAS 202-94
along with marked-up drawings and installation diagram of an aluminum SGD,
prepared by Hurricane Engineering Testing, Inc., Test Reports No.'s HETI-08-2070,
HETI-07-4427, HETI-07-4405, HETI-07-4418 and HETI-07-4428, dated
02/29/08, signed and sealed by Candido F. Font,P.E.
(Submitted under previous NOA No. 08-0304.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2014,
5'h edition, dated 02/25/15 and 12/09/15, prepared by Al Farooq Corporation, signed
and sealed by Javad Ahmad,P.E.
(Submitted under previous NOA No. 15-0302.06)
2. Glazing complies with ASTM B1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER)
Jorge M.Plasencia,P.E.
Product Control Unit Supervisor
NOA No. 16-0303.01
Expiration Date: June 12,2017
Approval Date: January 7,2016
E-1
CGI Windows &Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA).
for their"Saflex CP-Saflex and Saflex HP Composite Glass Interlayers with PET
Core"dated 06/19/2014,expiring on 12/11/2018.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their
"SentryGlas (Clear and White) Glass Interlayers"dated 06/25/2015,expiring on
07/04/2018.
F. STATEMENTS
1. Statement letter of no financial interest, conformance and compliance with the
FBC 2014,51h edition,dated 02/25/15,signed and sealed by Javad Ahmad,P.E.
(Submitted under previous NOA No. 15-0302.06)
2. Letter of Adoption of as his Own, the Work of another Engineer per Section 61015-
27 of the FBPE,dated 03/03/10,signed and seated by Javad Ahmad,P.E.
(Submitted under NOA No. 09-1209.06)
3. Proposal No. 08-1653 issued by Product Control, dated 01/28/09, approved and
signed by Ishaq Chanda,P. E.
(Submitted under NOA No. 09-1209.06)
4. Laboratory compliance letter prepared by Hurricane Test Laboratory,Inc., Test Report
No. HTL-0080-0707-09, dated 11/10/09, signed and sealed by Vinu J. Abraham,
P.E.
(Submitted tinder previous NOA No. 09-1209.06)
5. Proposals No.'s 07-3001-R and 07-3001-R-1 issued by Product Control, dated
10/23/07 and O1/10/08,both approved and signed by Ishaq Chanda,P.E.
(Submitted under NOA No. 08-0304.05)
6. Laboratory compliance letters prepared by Hurricane Engineering Testing, Inc., Test
Reports No.'s HETI-08-2070, HETI-07-4427, HETI-07-4405, HETI-07-4418
and HETI47-4428, dated 02/29/08,signed and sealed by Candido F.Font,P.E.
(Submitted under previous NOA No. 08-0304.05)
G. OTHERS
1. Notice of Acceptance No. 15-0302.06, issued to CGI Windows & Doors, for their
Series "560 Alum Sliding Glass Door-L.M.I.", approved on 01/07/16 and expiring
on 06/12/17.
Jorge M.Plasencia,P.E.
Product Control Unit Supervisor
NOA No.16-0303.01
Expiration Date: June 12,2017
Approval Date: January 7,2016
E-2
E M (1 O h Over—all Door Frome Width based on Panel Width
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Mdla Fromo With, Frome Wx1U From tlstllh(roma Width •Y
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30 1/4- 6e" 91 1/Y 116 3/4" 32 3/4' y0�
- 36 i/4 lY 109 1/Y 142 31r 363/4- i
42 1/4• BO ill 1/Y 166 3/4 44 3/4^ 9 $ G
- _ 48 TIT 96^ M i/2' too 3/4" SO 3(4' oil
XO(SHOWN) -- 54 1/4' low 163 1/Y 214 3/4" S6]/4' Mat
OX ftDNF.AS RE00. 60 t/4' 120' lei i/Y 236 3/4" 62 3/4' Q w
SEE SNELT 3 ill
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.-+.- Far 3 Panel Doors Door Wtdth/3-1/4'_•Pah Width
Far 4 Panel Dema: Dam Widthj4+9ji6"=Pane!Width q
For 1 Panel Doom: Door Width-2 1/2"�PanaI Width
Formula to convert Panel Width to Door Width
XX
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NOA-Na. 100303.01 S><=0
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eo vturx 5+us CGI Windows and Doors, Inc. saGosUNSEr VRWF SURE 220 f
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3/16-TEMP.CLASS 3110 TEMP.CI.ASS
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PRODUCT REVISED
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11.11dMa
NOA-H.. 16-0303.01
L PI-U- -0 11212017
By
LOAD CAPACITY LOAD MAC" LOAD CAPACITY LOAD CAPACITY
DUE 10 NITER DUE To WATER i. CUT:TO WAT171, out TO WAMR
PSF PSF
EXTA�) 40 EXT.(+).Bo 471 EXT.(+)-100 PSr EXT.()-120 PSF
FEB 9 2016
LOAD CAPACITIES,SHOWN IN CHAffr ON SHIM 3 ARE FOR DOORS USIHC 4-1/4'SILL HEIGHTS
FOR DOORS USING LOWER SILL HEIGHTS MAT MERLOR(+)LOADS AS SHOWN ASOVE. OPiAt
DESIGN LOAD CAPACITY-PSF{ANCHORS AT HF,AD/SIM) �u �f
ANCHORS TYPE.'A' ANCHORS TYPH'0' ANCHORS TYPE'A'R'S' ANCHORS TYPEDOOR
1/4"OR 3/8"SHIM SPACE 1/4"$HIM SPACE 8/8"SHIM SPACE 1/2"101111 SPACE 1/4"SHIM SPACE W
FAtti SA9D1 FIYJW HOW CIUSIER OF CLUSTER OP CI.OSIFA Or CLUSTER Of Ci4SBR 01 NOTE. `� "'
9610.9 W00.6 4 a a 6 8 7 6 0 T 5 a 7 6 8 7 SEE SHEET 8 FOR ANCHOR TYPES zi
24-1/4 138,8 140.0 t40.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 1400 149.0 "CA 140.0 AND DETAILS. � k
30-114 111.1 I38.8 140.0 140.0 140.0 140.0 140.0 190.0 140.0 1190 140.0 140.0 1400 140.0 ipb.0 ANCHOR CAPACITIES LISTED ON THIS SSggqqq S F
36-1/4 .115.9 ls9.l 140.0 140A 140.0 14" 140.0 14MO 140.0 119.2 139.0 140. 140.0 1404 140.0 SHEET TO 8E USED IN CONJUNCTION O
42-1/4 DD ".a 119.3 139.2 140,0 140.0 140.0 129.8 140.o 140.0 102,2 119.3 t392 140.0 140.0 140.0 WITH GLASS/RE NFORCINO AND MULLION CL Tu0.
48-1/4 87.1 _1045 1219 140.0 140.0 140.0 113.7 $Me 140.0 89.5 164.4 138.4 139.1 140.0 140.0 0:0
54-I/{ 829 108.3 1239 140.0 140.0 1400 118.0 _ 1340 140.0 02.9 10&2 110.4 140.0 146.0 140.0 CHARTS 1N THIS DOCUMENT. p
60-1/a 63.7 97.6 141.6 140,0 140.0 7460 106.x 121 4 738.0 03.0 95.6 10].6 130.0 14010 140.0 LOWER APPLICABLE VALUES CONTROL
24-1/4 135.7 140A 140.0 140.0 14.0 140.0 '140.0 140A 1404 140.0 14MO $40.0 1300 1490 140.4 a B:
30-1/4 10&8 138.0 140.0 140.0 140.0 140.0 140,0 140.0 1404` 1185 13&0 140.0 140.0 140.0 140. y C
36-1/4 1135 138.2 140.0 140.0 14MO 1 140.0 1 140.0 1400 1400 110.7 138.1 1 1400 140,0 14D.O 140.0 0
42-1/4 84 97.4 118.9 136.3 140.0 140.0 140.0 127.1 140.0 140.0 100.1 116.8 133.5 1408 140.0 140.0
48-1/4 85.3 1022 110.4 140.0 1404 140.0 111.3 129.9 140.0 87.7 102.3 118.9 138.2 14MO 140.0
54-1/4 81.0 108.2 1217 140.0 140.0 140.0 1755 1320 t4C.0 61.0 104.0 118.9 140.0 140.0 140.0
60-1/4 81.9 95.6 1097 140.0 IA04 140.0 104.0 I1&e 133.7 Siva 93.0 105.3 127.3 140.0 140.0 +4 NNN Fr
24-1/4 128.7 190.0 140.0 140.0 1400 1400 1400 140.0 140.0 135.7 1404 140.0 1400 140.0 140.0
30-1/4 101.0 126.9 1400 140.0 140.0 140.0 USA 140.0 140.0 10017 13015 140.0 140.0 1400 140.0 � M
36-1/4 10&9 t27.1 140.0 140.0 I40.0 140.0 138.3 140.0 $404 100.9 127.0 1404 140.0 140.0 140.0 D'
42-1/4 80 90,9 10B.1 127.2 140.0 140.0 140.0 118.7 138.4 140.0 03.4 109.0 124.6 540.0 140.0 140.0 n
48-1/4 79.8 95.5 MA 140.0 140.0 140.0 WILD 1211 1385 B1,0 95.4 108.1 127.1 140.0 140.0
84-1/4 84.0 99.1 113.3 140.0 140.0 140.0 107.8 3232 tam a4A 97.0 109.1 131.9 740.0 140.0
BD-1/4 764 89.2 1 1020 1 131.0 140.0 1 140.0 1 07.1 110.9 1 124.8 7&4 87.4 1 98.3 11&9 1 135.0 140.0 8 r
24-1/4 it&8 %40.0 1400 140.0 1400 140.0 14MO 14&0 140.0 127.2 140.0 1400 140.0 1400 140.0
30-1/4 _96,2 t19.0 140.0 140.0 1404 140.0 120.5 14D.0 140.0 102.0 122.3 140,0 140.0 140.0 140.0
36-1/4 99.3__ 110.2 139. ;40.0 140.0 140.0_ _1200 140.0 140.0 t021 719.1 _ 138.1 14MO 140.0 14(1.0
42-1/4 90 a5.2 102.2 119.3 140.0 140.0 140.0 111.2 129.8 140.0 67,8 102.2 it8.8 136.1 140.0 140.0 qOi
40-1/4 74.0 89.9 104.5 132.1 140.0 140.0 97.4 _113.0 120.9 70,7 89.5 102.3119.2 139.1 140.0 3 N M
54-1/4 79.8 92.9 -106.2 137.0 140.0 140.0 101.1 1155 129.9 70.0 91.0 102.3_ 123.7 1400 140.0
BO-1/9 ]1.7 83.7 9&e 123.4 140-0 140.0 91,0 104. 117.0 71.7 81.9 92.1 111.4 127.3 140.0 1O C2�y
24-1/4 141.8 139.7 140.0 1400 140.0 1400 140.0 140.0 140.0 119.7 140,0 1400 140.0 _ 14MO 100.0
30-1/4 69.6 112.0 134.4 140.0 140.0 14MO 121.8 140.0 140.0 90,0 11&l 134.3 140.0 140.0 140.0 (OcS
36-1/4 935 112.2 130,0 140.0 140.0 140.0 122.0 14MO 140.0 90A 112.1 12&1 140.0 140.0 140.0 PRODUCT REVISED CC55
42-1/4 itl2 80,2 88.Z 1122 140.0 140.0 140.0 1047 1221 139.8 82.0 98.2 10&9 128.1 140.0 140.0 PIyi¢g With tae P7¢rMa
48-1/4 70.2 84.3 98.3 124.3 140.0 140.0 91.7 507.0 1222 72.2 042- 9&3 111.2 170.9 100.0 Rui1tll¢6 Cetle
NDA N9. iB aaoa.o�
34-i/4 74.9 87.4 89.9 129.0 1400 140.0 95.t 108.7 1223 74.9 85.6 98.3 I 118.4 1330 140.0 1Y
60-1/4 075 78.7 00.0 116.1 1327 140.0 8517 97.9 110.1 67.4 77.1 05.7 104.8 119.8 1340 El1PI1011a1 D9te0 192128'17 R
24-1/4 5095 1320 140.0 140.0 190.0 140.0 140.0 140`0 140.0 113A 139.7 140.0 140.0 140.0 140.0 g
30-1/4 84.6 %O&a 128.9 140.0 140.0 140.0 it51 13&1 140.0 80.6 108.7 1211.9 140,0 14MO 140.0 � 57 I uct Ontro
36-1/4 88.3 105.9 123.0 140.0 1400 140.0 115.2 1345 140.0 90.7 105.9 121.0 140.0 140.0 140.0
42-t/4 108 75.7 90.9 ICBM 134.1 140.0 140.0 98.9 115.4 131.8 77.0 90.0^ 103,8 121.0 $40.0 140.0
4A-1/4 68.3 79.6 028 117A _117.0 140.0 80.6 _101.0 115.4 6B.2 79.6 00.9 105.9 123.6 140.0 CF�'1 11'�f.iC 21
54-1/4 70A 828 94.4 I21A 1392 t40.0 OSA %M.7 1154 707 150.9 814^ _109.9 -1155 140.0 1 J U U
60-1/4 03.7 74.4 $5.0 108.7 175.3 140.0 60.0 925 104.0 63.7 720 81.9 89.0 113.1 127,3 =
24-1/4 100.0 125.0 140.0 _1400 140.0 140.0 13&0 140.0 140.0_ 107.1 118.5 140.0 140.0 140.0 140.0 e p
30-1/4 80.2 100.2 120.3 140,0 140.0 140.0 106.0 130.8 140.0 _85,9 103.0 120.2 133.4 140.0 140.0
3b-1/4 83.8 100.4 117.1 1400 140.0 1400 1051.2 _127.4 1400 B&0 100.3 ^114.8 173.8 540.0 IAO.oi 0 w
42-t/4 114 71.a 8&1 1065 127.0 1400 _ 140.0 83.7 1092 124.9 730 86.1 88.3 114.8 133.7 1400
46-1/4 62,9 75A 88.0 111.2 129.7 140.0 82,0 95.7 109,4 84.8 75.4 a6.1 100.4 117.1 1330
54-i/4 67.1 78.2 89.4 LISA 1319 140.0 85.1 97.3 109.4 67.0 76A 80.2 104.1 _ 119.0 133.9- 1
BO-1/4 6QA 70,4 805 103.D 118.7 133.6 76.6 87.8 9215 602 69.0 77.6 83.14 101.2 120.8
24-1/4 95.0 118.0 140.. 140.0 14DO 140.0 129.2 140.0 14&0 101.7 122.1 140.0 1400 140.0 i40,0 '� �@;+ 'e'•'+' g 1
30-1/4 78.2 95.2 114.2 140.0 140.0 140.0 1036 124.3 140.0 81.6 97.9 1$4,2 129.7 14010 140.0 p$
36-1/4 79.4 953 111.2 140.0 140.0 140.0 103.7 121.0 1302 81.7 98.3 108.0 126.9 140A 140.0
42-t/4 120 88.2 81.8 95.4 120.7 1400 144.0 89.0 107.8 71&7 70.3 81.8 830 1069 127.0 1404
48-1/4 Sa.7 71.0 83.8 105.0 123.3 140.0 77,9 80.9 1039 01.4 71.8 al.a 990 ,111.2 127.1 o v1� �� dmwlOg b9.
54-i/4 830 74.3 80.9 108.0 125.3 140.0 80.9 824 5040 63.7 729 B1.B 98,9 1/3.1 12]3 j+SfQ,..D C7` W08-14
6D-I/4 57.4 66.9 16.5 9a.7 1120 126.9 720 01.2 93.6 s72 65.0 73.7 Ba.t 1614 114s „Hn afieot Sot rya
ASSIGN LOAD CAPACFTY-PSP(ANCHORS AT HEAD/SIIQ
ANCHORS TYPE'D' ANCIIOR9 TYPE'£' ANCHORS TYPE'D'k'E' ANCHORS TYPE
0OOR 9/84 SHIM SPACE 3/8°SHIM SPACE 1/2"SHIM SPACE 1/4"SHIM SPACE
AMM.WOM FPAM KM CLUSTER OF CLUSTER OF CLUSTER OF CLUSTER OF NOTE' Z
4 6 6 6 0 7 6 @ 7 6 8 7 SEE SHEET 8 FOR ANCHOR TYPES q
24-1p 1383 140.0 140.0 14MO 140.0 140.0 140.0 140.0 140.0 1404 140.0 1AO.0 AND DETAILS.
30-1/4 109.3 13@.6 140.0 140.0 140.0 140.0 114.1 136.0 140.0 140.0 140.0 140.0 ANCHOR CAPACITIES LISTED ON THIS $
36-1/4 114.0 136.6 140.0 540.0 140.0 140.0 114,2 133.3 140.0 140.0 14x0 1404 SHEET TO BE USED IN CONJUNCTION O
42-1/4 so 97.6 117.4 136.9 125.3 140.0 140.0 08.0 114.3 130.7 140,0 140.0 140.0 WITH GLASS/REINFORCING AND MULLION 6 �`
40-1/4 a5A IO2A MA 100.7 126.0 t4D.0 BSA 100.1 114.4 143.0 140.0 140.0 6 D
04-I/4 91.4 108.8 121.9 113.9 13MI 140.0 89.1 101.6 1145 140.0 140.0 14MO CHANTS 1N THIS DOCUMENT. p
So•-I!t az3 s6A 1007 102.2 11zx r31x e02 91.s 103.1 136.7 Ifo.o 140.0 LOWER APPLICABLE VALUES CONTROL (�g
ig
24-1/4 1335 140.0 140.0 140.0 140.0 140.0 139.3 140.0 140.0 1400 140.0 140.0 d 0.
30-1/4 107. 133.7 140.0 14MO 140,0 140.0. 111.7 134,D 140.0 140.0 140.0 140.0 7 C
36-i/4 _ill.. 133.9 140.0 140.0 140.0 140.0 111.9 130.5 140,0 1404 1 140.0 740.0
42-114 BO 99.8 114.0 134.1 122.7 140.0 140.0 9&0_ 112.0 128.0 140.0 140.0 140.0 LL
48-1/4 83,8 100.6 117.4 107.4~ 1263 140,0 846 984 i1Z0 1400 140.0 140.0
64-1/4 895 104.4 119.3 111.5 127.4 140.0 67.2 99.7 1121 1400 140.0 140.0 Q .
00-1/4 80.6 90..0 107.4 100.4 114.7 129.1 78.8 89.7 100.9 133A 10 D 140.0
24-1/4 1244 140.0 140.0 140.0 t40.O 140.0 130.0 140.0 140.0 140.0 1404 140.0
30-1/4 99.9 124.8 140,0 133.3 140.0 140.0 104.3 125.1 140.0 140A 140.0 1,40.0 g
30-1/4 _ 1042 525.0 140.0 1335 1404 140.0 104.4 1214 139.2 140.0 140.0 140.0 `-�' V m
42-1/4 e0 _ 69.4 107.2 126.1 114.5 133.0 140.0 _89.6 104.6 119.4 140.0 140.0 140.0
48-1/4 783 93.0 1084 100,3 1174 133.7 76.4 61.6 104.6 133.7 140.0 140.0
54-t/4 83.0 97.4 111.4 1 104.1 1184 I 133.0 I 81.4 93.0 104.6 13a.7 140.0 140.0 gg
60-1/4 ]8.2 87.7 1003 93.7 107.1 1 120.5 73.3 83.7 1 912 124.9 1140.0 140.0 O C7
24-1/4 ll8.e 140.0 140.0 140.0 140.0 140.0 12t.9 140.0 140.0 140.0 140.0 1404 U 6
30-1/4 934 117.0 140.0 125.0 140.0 140.0 97.7 1173 136.5 _ 1404 140.0 140.0 Q
36-t/4 97.7 1173 136,7 125.1 __140.0 140.0 97.9 1142 13.5 5404 140.0 140.0 uy 0�F�
42-1/4 96 83.8 100.9 117.3 107.4 125.3 140.0 84A 90.0 112.0 140.0 140A 140.0 RyNM�
48-1/4 73A 88.0 1027 946 108.7 1253 734 85.8 96.0 125.3 140.0 140.0 H
64-1/4 _ 70.3 91.4 104.4 97.6 111.4 124.4 70.3B7.2 OBt 130.1 140:0 140.0 tc 3
�i
60-1/4 1 701 823 044 w 876 100.4 112.0 6D.7 785 063 117.1 IWA 140.0 � 5 Zo�g
24-1/4 109,9 137.4 140.0 140.0 140.0 140.0 114.7 137.7 140.0 140.0 140.0 140.0
30-1/4 86.1 110.1 132.2 117.8 140.0 140.0 02.0 110.4 128.8 1404 140.0 140.0
36-i/4 _ et9 1103 12&7 117.8 137.4 140.0 OZt 1075 122A 140.0 NOA 140.0
42-1/4 102 769 94.6 110.4 101.0 117.0 134.7 79.0 OZ2 105.4 1343 140.0 t40.0
48-1/4 68.1 82.9 96.7 865 103.2 116.0 09.2 60.7 923 118.0 137.0 '140.0
54-1/4 73.7 06.0 98.3 91.8 104.9 118.0 71.8 821 9Z3 122.4 1393 t{O.0
60-1/4 88.4 77.4 R85 BZ7 945 108.3 54.7 73.9 83.1 .110.2 128.0 140.0 C 9X S
24-1/4 5018 MA 140. 130.6 140.0 140.0 100.4 13" 1404 140A 1404 140.0 tj PRODUCT
REVISEDI
30-t/4 &1,2 104.0 124.8 111.1 1313 140.0 98.9 104.3 121.6 140.0 140.0 140.0 Bulldinpit0 �1h0 Fl.dd. YHR gL p
s5-1/4 8610 104.2 1215 -1113 /294 1404 674 101.5 116.0 140.0 140.0 14.0 Npn-No. 16-0303.01 _
42-1/4 108 74.6 99.4 1043 _ 85.4 1113 127.2 74A 87.1 99.5 127.2 140.0 140.0 86+tPimUOn Dat¢ 'I'JJ201'7 `�
48-1/4 65.2 78.3 013 816 97.5 111.4 65.4 78.3 07.1 111.4 130.0 140.0
54-1/4 69,6 81.2 929 88.7 89.1 1515 674 775 07.2 115.6 132.1 _140.0 � 8y
00-1/4 62.7- 73.1 83.6 78.1 89.2 1 100.6 1 61.1 "A 784 104.1 119.0 133.8 Gi Mlnm tl rotluc Conlro „o
24-114 98,3 122.0 140.0 131.3 140. 140.0 102.7 123.2 140.0 140,0 140.0 140.0_ C 6
30-1/4 7@9. 90.5 110.3 105.2 1203 140.0 82.3 98.6 1 115.2 1403 140.0 1411.0 § g J S!
36-1/4 SZ2 98.7 11&1 fOOA 1229 140.0 82.4 982 109.9 140.0 140A 140.0
42-1/4 114 70.6 84.7 09.8 pOA 105.5 1205 70.7 825 94.3 120.5 140.0 140.0
48-1/4 81.0 14.1 86.5 79.2 92.4 105.6 01A 722 628 105,6 123.1 140.0 1 1I I
64-tJ4 83.9 76.9 874 82.1 93.8 IOSA 842 73.4 8z6 1094 124.2 540.4 1
80-1/4 59.4 69.3 7112 74,0 04S 95.1 •574 66.1 71.4 98.6 1rZ7 128.0 SgJP..H?..
24-1/4 93.4 IMb8 140.0 124.7 144.0 t40A 075 117.0 In'. 110.9 1404 14MO n qOE�
30-1/4 ]4.9 03.6 1423 100. 120.0 140.0 78.2 93.8 109.5 133J 140.0 t40.O 4:l Gf1 - r K,
36-1/4 78,1 93.T 109.! 100.1 1164 133.5 76.3 91.3 101,4 _133.6 190.0 140.0
42-1/4 120 674 80.4 03.8 84.9 5002 1145 6].2 78.4 89.6 114.8 1318 144.0 5 dr0wing illi.
49-1/4 e6.7 70.4 6zz 752 6z7 1603 00.8 60.6 7.4 100.3 117.0 133.7 q •,..:L. WO8-14
54-1/4 624 1 73.1 1 835 784 89.2 1003 614 6941 785 104.1 itE.9 133.8 R •�I'O}fAL.�iO`
60-1/4 664 65.8 752 70.3 BOJ 903 55.0 820 70.7- 931 107.1 1205 Fb IIt n 6hc8t 601 3
PROPERLY SECURED
J �6.V
OY OR 23Y WOOD DUCK
SEE SHEEP 8 EOR ANCHORS SEE NOTE SNErr I
'ME
DIM ms
IS
0:
LL
4
Lo
IT
0
0
2E-J
PRODUCT EMIRSED
"BuleldmingpVTO"I"Na Medea
NVA-Al. IG-0303.01
i Gplrouan outn0 212017
RD oP.du.t C..t,.J
SILL WITH RISER
IJ i APPRD FOR
WATERRESISTANCE
RVEESISTANCE
SEE SHEET 4 FOR CAPACITY W11 -.30-X 1-5/8-WEEP SLOTS W17H PLASTIC COVER
AT 9'FROM EACH END AND 348"D.C.
W2=1/4-X r WEEP SLOTS
NMI STRENGTH GROUT AT e FROM EACH END AND 312"D.C.
1'4=5400 Psi ME
OB tl'"A HETAurcj W3=1/4-.X 5X WEEP HOLES
NOT BY Cm AT 9°FROM EACH END AND±48"D.C.
RUSE TFANSFER SHEAR
2 LOADS TO STRUCTURE
SU WWUT RISEN NOT APPROVED FOR INSTALLATIONS WERE
WATER INMTRATON RESISTANCE I. REQUMM 9 616 Wpb-14
DMCN LOW FOR THIS SIU.IS W SAME AS 4-1/4'RISEN.
wl k.E SHEET 11 FOR AXIMORS
W31
TYPICAL ANCHORS TYFwx ANCHORS PROPERLY SECURED TYPICAL ANCHORS U
IN CLUSTERS IN CLUSTERS MBI OR 281' TYPICAL ANC11ORS IN CLUSTERS
AT INTO.STILE AT MTC.STILE WOOD BUCKS IN CLUSTERS AT MTC.SALE
11""'0"ENDS &INTf1O.00K ON
AT MTC.SR1E &INTERLOCK ENDS
SEE S7)FETS 3&e SEE SLEDS 5&e & AT
ENDS SEE SHEETS S&e 0 Qs
f0 OVANIITII3 NR OIVJAllfES " SFE SHEETS 5&S S1RUG11UP6 FOR QUANTITIES
L+1 @ FOR DWNIIAES SEE SPEC OELOW �E
EDGEi EOGE.OISf.:••• .,, D
waen I DIST. �,�" at QQ _011T.
r 04
Vag
a
ANCHORS TYPES A AND D ANCHORS TYPES A AND D ANCHORS TYPES B AND E ANCHORS TYPES C W=N s
INTO WOOD STRUCTURES THRU PROPERLY SECURED 10Y OR 28Y MOOD BULLS DIRECTLY INTO 3 KS CONCRETE INTO METAL STRUCTURES
INTO 3 KSI CONCRETE OR APPROVED MULLIONS
IT-OR 2-WOOD BUCKS AND METAL STRUCTURES NOT BY CGI WmOW5
MUST SUSTAIN LOADS IMPOSED BY CVJ7NG SYSTEM AND J $
TRANSFER THEM TO THE BUILDING STRUCTURE. fn
TYPICAL ANCHORS: SEE Elly.Tat sPACNO X r
TYPE'A'-f}/18'OUt L4TRACaQN H1''Fl t:0• (-177 RA Frim KA)
INTO WOOD STRUCTURES
WITH 2'MIN.PENETRATION INTO WOOD(HEAD/JAMBS) c
THIRD TOY OR 28Y WOOD BUCKS INTO COM OR MASONRY ' b iFn a
WITH 1-1/4"MIN.EMSEO INTO CONCRETE(HF%JAMBS)
WITH 1-t/4'MIN,EMBED INTO MASONRY(JAMBS) r1j
TYPE'B'-SLID"DLA LRTRaCO Ry'f1A0' (Fu in ILA Fy-155 tS) m C 2 W
DIRECTLY WTO CONC.OR MASONRY ', o
1-1/4'MIN,EMBED INTO CONCRETE(HEAD/SILL/JAMBS)
1-3/4'IAN.EMBED INTO GROUT FILLED BLOCKS(JAMBS) P
TYPE'C'-!/4 SMS OR SELF DARTING%CREWS(GRADE R CRS)
INTO METAL 57RUCTUflES
STEEL:1/6'THY.MIN.(FY a 3b KB1 MIN.) Fu m 58 KID) „
ALUMINUM i 1/8'THK,MIN.(.063-75 MIN.)�Fu m 22 KSI) CA{
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PANTED) g
TYPE'D'-1/4'Du MITI ICWIN-CON R (Pu-138 KSL Fy=137 HAD o B G
INTO WOOD STRUCTURES PRODUCT REVISED �`g
WITH 2'WNL PENETRATION INTO WOOD(H&1D/JAMBS) mpiYy»�m with 0*FWda pp
ANCHORS TYPES B THRU 1BY OR 28Y WOOD BUCKS INTO CONE OR MASONRYBuRdIOB Cod"o 0 4
DIRECTLY INTO 3 NET CONCRETE WAN 1-t/4'MIN.EMBED:NTC CONCRETE(HERO/JAMBS) NDA-No. 16.0303.01
WITH 1-1/4`MIN,EMBED INTO MASONRY(JAMBS) ExphaOonea�06f1212017 H
TYPE'E'-Ile Du HIL71 INK-CON A (F-138 KSI,FY-137 NSQ Mlam Contin cod '�'•^
DIRECTLY INTO CITING.OR MASONRY c^WITH 2'MW.EMBED INTO CONCRETE(HEAD/SILL/JAMBS)
n A WITH Y MIN.FINNED INTO MASONRY(JAMes)
ANCHOR EDGE DISTANCES(UNLESS OTHERWISE NOTED)INTO CONCRETE AND MASONRY n 2-1/2'MW.AT//4'ANCHOR1/8'18N.AT5/ ANCHOR 1t00 WOOD STRUCTURE=1'MIN.AT if4' CHOR kGL ANCHOB9 1-1/4'MIN.AT S/1."ANCHOR CLUSTERS� INTO METAL STRUCTURE-i/2'MIN. 'Y= 84GH SRUTERCOC%ENDS
1'.a SOOD PS MR. SEE SHEETS 5&S WDOO,AT HERO OR JAMBS.0 a 0.55 WN. - dmwiGB no.
NOT BY CAL FON QUANTITIES CONCRETE AT HEAD,SILL OR JAMBS PD.3000 PSI MDT, •' 9 t �� WQ8-14
MUST TRANSFER SHFAR C-20 HOLLOW/IRLUD BLACK AT JAMBS fm-2000 PSI MIL
LOADS TO SRUCURE
N n.1 sheet Bot T3
TYPICAL ANCHORSPANEL W01H _ u
SEE 80.FOR SPACWREINFORCING AS REODG SR SHEET 3- DLO PANEL TNIDTH
FOR CISACITY
1/2�MA%.
OA9 STARING
_-_JL__ -
O& pJ bpg$j
o
0
BT B
IS
P1O. REINFORCING AS REOO d
EXTERIOR
SEE SHIM 3 g $
PANEL A1OTN FOR CAPACITY
DOOR FRAME 4flO11 -. a�j
PROPERLY SECUREO
TOY OR 2BY
WGOD Won
Lei D r'�h o
TYPICAL ARCHORSANCHOR LOCATION
SEE ELEV. FOR Y1'SINGLE PANELS
SPAC $ D
FOR ING �� /^� 'O ti
Q 1 r 1 1/2C�• Iµ1 1/4'VAX $ 4yc-o y2
1/2`MNL `J to OFt m l.J LOm BEWNO
LOAD BEAR G S1IM SHIM o
State — _ �
q ..TYPICAL ANCHORS
Gc .SEE IM,
,GR SPACING
000
STRUCTURE r c
•�� METRL o�
•- 2., itlt SEE SPECS �g W
EAIEWOR f%iERiOR EVERIOR
PANEL WIDTH PANEL wIDTR • i AA 11 111lA I
DOOR FPAIlE xTmN DOOR FRAME m PRODUCT REVISED �Pd,PO" •,t G ,�,
a,'aia°ine�TPndv wtm Leo PTPdaa
NOA-N.. 16-0303.0
F.P0.11 nDaW06/12/201T - ` dmwin9 noAt.
Kai BDeet g of i3
■�� �
)
POCKET _KA mac CAPACITY kk /2ƒ
4 _ P8-mmeO_ � mx ,; r�e m�__
, . LC'
-177 K51,4 _ |r # . . . i
_mmKSI) 20.0 1 140.0 12D.0 1 140D 1120.0 1 MO 120D 112215 111.41 ,11M.
m §&K|q
__. _momr»_rg
|\|
§
. �
# , )q|!
� -
Lo
� - —
, ka ®
| a§ {
) | 0
� � k\(k
ROCKETED
__T__. //■
» � 03.01 p
____tea
. By
| \ °
, \ƒ�` � ■ ! !
E7.920
— + Aa#
5576 3ADO Py 52
.716 .100 .LBO /IB TII 7
1 y1 y@
185. 6 OBO 75 214 A90 1.l op
1r.
11P. l
1TP, 12
O MWE HEAD O JAMB/LACK STILE WSUL.WSS ADAPTER a
--2.242 .683 20]0890 ?1770
.O4B 1.114 1.1410
t 140 Q
3.000 'v f0 .9]5 h- 2172 P.,732 Q a Si .I
41003
3 ffi F
.070
125 .1 t0 13 FIX.PANEL BASE g
Loan 'f- -� iYP 3000 4.552 C
y� 1As3
l;J TOP RAIL ,935 Q 1NTFRLOCK SRLE 1942 9
1.960 ® J- C
CLA2INO 8
-2759 .241
060 A70 14 STILE REfNFORCiNG •Oo 3
ITP. "` 100 .Oo C Z n
1.122'060 TD'' 1.000
4.610 �, Jt2 J.07
5.750 i s .430
6.314
[rail
.642 TTP
1.122 •07U i.W9 ❑ 5.824 'RRig
i G
,' 715 PRODUCT REVISED `o
2242 .9t0 .200 Plyin®wlth UoPlaHdn btN
1.500 29a7 eaUdtnD Code
2.285 Noq-No. 16.0303.07
-�- r"otlUoa Dt. 6H212Oi7 €H
O BOTTOM RAIL CLASS ADAPTERS Q ASTRAGAL STILE
By `a
4.000 B da aunt
.750 .750 O
BALD _ FRAME,IAMB
�2.BBB ABO W- u.
TV. -T L60 3b75
1 g7 1
2.224 2.449 3.301
1.850 2A00 A05 x.601 .076 5� p ` yip.'•" `•^.,1J" $ gg
1 7rn. � .17s 1.626 I�3'1 9 H16
-l .085 6Z0
715 TV,
5.576 drawing na.
d ® Ss�ouA` oz 1NO8-14
0 FRAME SILL SILL RISER(STANDARD) SILT.RISER(HI-RISE) IS POCKET DOOR HOOK 1 1111 sh68110of 13
lima
a
MITI/ PAPP i QUANTITY DYSCRIP7IDN MATRRTAL HANP./BUPPUER/ABMARKB � �
4 CW-850 _ 1 nt4ME READ 6063-78 -
2 ----E I FRAUE SILL 6063-1IS
._ =
7 [CI-552 2 FRAME 4AH8 Z
� 6087-76 -
0
4 CR-555 I/PANEL TpP RAR_
5 CCI-656 1/PANEL BOTTOM
RAR _ 6067-T8
e --CCF-557 2/PANEL JAUB/LOCK STILE _em-TIS
7 _ CGI-555 AS... INFERLOCK 6067 TIS
8 CG!-SSS AS READ. ASERAON.SFtLEIL
6063-76 - 4:bbPQ9
9 COI-553 AS READ, SRL Rw(sTANDAAO) 6083-TIS - d g N
9A I CCI-653 AS READ. SILL RISER(W-R5L) 8063-76 - V 819
10 CGI-551 AS READ.' GLAMC BUD(COURM) 6063-75 - D,kD Q
19A CGI-553 AS REDD. G1AUNO DEAD(SQUARE) 6063-75 - _ ,y 2
I1 CCI-562u RECU. CLASS ADAPTER(COLONIAL) 6053-75
IIA CCI-564 ._AS RECD. CLASS ADAPTER(SgUANE) 6063-75
- m LLz
12 CCT-565 AS lU;QD. CLASS ADAPTER(075UT4.1N4.CLASS) 6063-T6 - ,•sy
13 COb585 2/FIX.PANEL OX.PANEL BASE-2'LONG 606]-TIS ATTACHED WITH 1B IU 3/4'PH PH TEXS
14 CCI-660 AS RECD. SIRE RPHER CON: 0063-76 LEHOTH o-DOOR M.-I C
15 Coy-477 AS ROOD. POCKET DOOR HOOK 6063-76
� w
a G o-i
0t
BASE X 28C
16 VARIES VARIES WOOL PRE WEOHENSTRIPPINO WITH RN PILE U131WAD OR EQUAL .187 845E OI.290 SINGLE CENTER FIN(USED�V»FARCALL y F°O M
_17 CIX-382Y VARIES GIA2iHd DEAD BULB _ vim0{stoM EXTRUDER $ .
IB SIHCONE VARIES STRUCTURAL SNOONE .� RUDDER GE 1200 OR DOW 995 zo
19 CGI-584 1 ANH-1.17T BLOCK GL REINF N''LON CUSTOM Cot PART ABOVE INTERIM ATTACHED w/{2)�tDzs•SYS •�' Bt
,{_
20 CGI-586 1 AONESNE BACKED PRE PAD(.300'HIGH) PRE ULRWFAD OR EQUAL AT BOTTOM OF EACII INTERLOCK G'p
27 TA-57 OR TA-B4 2j MOV.FNOEI TANDEM SIS R6itER S/s BWLOERS BROW.OR EQUAL ATTACHED W8H 18 X 3/4'PH PH IEHS G3
23 CH-200 1 US,COMMERCIAL HOOK BOLT LOCI((CH-200) S/S MECH. CUSTOM PNM INCLUDES CGI-560 FACE PLATE TWAT W/(1)S/S KEEPER(OCI-581)
24 CH-107 I BRASS TNUMBWRH BRASS/ZUNG CUSTOM PART I REQUIRED PER NOOK OOL7
25CH-1119 OPT. BRASS KEYED EXTEiiIOR CYLINDER BRASS NC CUSTOM PART OPTIONAL PART gg
26 CGI-581 i 7 .650 X JA75 S/S KEEPER S/S CUSTOM PART ATTACHED W/(3)(10 X I'IRMSS HEAD SMS C
27 SCREW(FRAME) 12 P12%1 1/4'.HpU HUO SK SMS S/S VARIOUS 3 SCREWS PER FRAME CORNER
28SCREW(PANEL) a /10 X 1 1/4'PAH HUD S/S sms S/S VARIOUS 2 SCREWS PER PANEL CORNER PRODUCT REVISED o P F F
a9co rm�plVln9 with the Fl6Htla °
29 SCREW 2 08 X T I/2•MT HEAD TEKS 6/5 S/S VARIOUS (2)PER FIXED PANEL AT ON PL S OF 24 FROM 13.11, W.
tacdd
SOP 1C BOTTOM MOUNTED ON FlASIUC COVER NOA-NIS. 10•D303.O'1
ry30 SCREW -vi WES Ito X 1 1/2-PAN READ TEKS S/S S/S _ VARIOUS AT a FROM ENDS AND 24'ON CENTER AWL e I P
31 OGI-599 VARIES PURSER SFX ROB8EN/FOAM CUSTOM PART B%PIe',.Han oate06/Z2I20'17
32 SIOELRE JAMB CIDP I/SCREW 3•LONG CUP(AT•0'COHFiCMIM) ALUM CUSTOM PNM CONSISTS1/8 X J•LO PULE GLUED BY
.__ TO 3 4 X 7 t 2 X Ij8 1FiK TUBE kPa a Pmduc onlra o R
33 HI-FLO WEEPER VARIES WEEP HOLE AND COVER NTLgN PEP 1 WEEP AND COVER AT 9'FROM ENDS AND
° N
_ AT CFHIER UNE OF DREWDCK OR ASiMOO. F L
34 2/LRE I SETTING BLOCK EPOH I CONDOM 6535 SHORE A E'
41 HIM, ,A
SEALANT"!
ALL FRAME AND PANEL JOINI,INSTALLATION SCREWS AND a
HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH r.a 2 9 2F96TT ,•' _ < a
WHITE/AtGM COLORED SILICONE, - q '�ti- drawiry no.
HI
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v.+
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)VOLU N WAD CAPACITY-PSP AVM TUBE WI u &
MUS. 2 x 6 E 1/6'B 2 e x 1/8' 2%8 X 1/8' PANEL
WTDTH PAN WIDTH MULLION TUBE
WIDTH{w)tENCiN tL7 Dist
+7 txc{+) 2 x a x Lfa'
26-1/4UCHES wONEs 0rrh 110.0
26-1/4 740.0 140.11
32-1/4 140.0 149.0 i
38-1/4 140.0 149.0
Q0 MOB
44-1f4 84 14" MOB 0 4GG'i
50-1/4 140.0 140.0 3 1/4-
So-A
/4'SO-tA 140,0140.0
62-1/4 140.8 1411.0 ! �i % % 3 1/4' QQ
28-1/4 140.0 140.0 g 0 i g
32-1/4 740.0 740.0 - 6' 8' vY qR i Q
38-1/4 140.0 140.0 00 0 3
44-1/4 so 140.0 140.0
5D-1/4 140.0 140.0
58-1/4 137.1 MAO L7
j�0g�g ,L,1:1
02-1/4 1245 14D.0
28-1/4 140.0 740.0
32 140.0 140.0 ,� fiSIMTR Q a AN HORS „
-1/4 \``AT NULU1EEND6
3(i-1/4 140D 14011 MEN OF 6 .a,..
44-1/4 96 I3B3 140.D MICAL RLRVATEOTd9 ' a 5&6}9R CAPACITY
60-If4 1245 14DA SIDE BY BIDE S.O.DOOR
56-s/4 Titt 140.0 SIDE TTY SIDE APPT183 TO TWO OR MORE DOORS ,.
62-1/4 1062 140.0 Wl +W2 WI-SGD PANEL MD,H
2fi-/f4 140.0 140.0 WIDTH(W)= 2 +2 Yf^T, d SOD
PAH
a TAM
32-1/4 140.0 140.0
z D�
38-1/4 1373 140.9
44-1/4 102 120.7 140.0 2 X 8%I/o, N „
50-t/4 7083 14011 2 xue X 1N/B' TYPICAL ARMORS 1.1
5o-1/4 89.11 140.0 (6063-76) AT B'-1/PTOi3
AND 18-1/2'O.C.MAX
62-1/1 81.8 130.8 3^O_g
26-1/4 540.0 140.6 0
32-1/4 14D.D 140.0
38-1/4121.1 }35.0
44-1/4 108 106.2 40.0
50-114 95.1 iSSS
56-1/4 66.6 1215
82-i/4 SRS 114.1 All
-
26-1/4 140.0 140.0
32-1/4 1262 140.0 R$ w
35-1/4 107.5 14o.o PRODUCT REVISED k�
N-1/4 114 94.1 131.1Bo1ltlinglyonB wllh the Flogdo u �$
E8
W-1/4 84.2 779.0
No".. 48-O3D3,Oi
56-1/4 785 108.0
2 ..
s-tf4 1370 - P.x9Dat1an 06t.OSM2/2017 Q pj
32-1/4 112.6 140.0 By
98.7
1B- ~1388 Mta a Yotlaet ons
EXTER OR
44-1/4 120 84.0 119.6 D00A FRAME WIDM QODR FPA11E Vl10T1i u u
60-1/4 ]511 1088
58-1/4 680 989 tt t 4
TPS
NQT UNCITPPPD MSIT�TTON 0� `�p:•V4EN � o r'4'
1.USE CHART ON NITS SHEEt FOR SIDE BY SIDE CONNECTION �q1 f- 6 HIM
CAPACITY OF DOOR MULLION. •I d= a 3
' t
z FOR SVDwG Cuss DDDR CAPACITY SEE SHEET 3. d Aw n9 no.
J.
USE CHART ON SHEETS 5 8 6 TO SELECT ANCHOR ' W08-14
ARI4NC"W"AT NV=N"805. 0
4.LOWER VXA-S KAON STEPS 1,2 OR 3 WILL APPLY TO
ENTIRE ST81EM. mNa t`tt sheet 13 Df 13