HomeMy WebLinkAboutProduct Approval RECEI`.' _D SEP 3
MIAMI-DARE FILE COPS
MIAMI-DARE COUNTY
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.miamidade.Eov/economy
AWP Windows and Doors,LLC
8130 NW 74"Avenue
Medley,FL 33166
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"1700 Impact View"�#uannxum-SinglHunrgWla =L11I
APPROVAL DOCUMENT: Drawing No. W03-105, titled "Series-1700 Impact View Alum Single Hung
Wdw.", sheets 1 through 6 of 6, dated 11/19/03, with revision I dated 05/24/15, prepared by Al-Farooq
Corporation, 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 Resistant
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. I
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 NOAH 13-0430.09 and consists of this page I and evidence pages E-1 and E-2,as well as
approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No.4 603 3 s
�MIAMR-DADr; uNTY f�p f1C Expiration Date: 444www
f [ ! Approval Date: July 09 2015
Page 1
AWP Windows and Doors LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No W03-105,titled "Series-1700 Impact View Alum Single Hung Wdw.", t
sheets 1 through 6 of 6,dated 11/19/03,with revision I dated 05/24/15,prepared by
Al-Farooq Corporation, signed and sealed by Javad Alunad,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) 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 24113.2.1,TAS 202-94
along with marked-up drawings and installation diagram of a series 1700 impact view
aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc.,
Test Report No. FTL-8413,dated 06/15/15, signed and sealed by Idalmis Ortega,P.E.
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) 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 24113.2.1,TAS 202-94
along with marked-up drawings and installation diagram of a series 1700 impact view e
aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc.,
Test Report No. FTL-3822, dated 07/10/03, signed and sealed by Joseph C. Chan,
P.E.
(Submitted under NOA#OS-0311.01)
3. 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)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 24113.2.1,TAS 202-94
along with marked-up drawings and installation diagram aluminum horizontal sliding
window, OXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-4332, dated 12/09/04, signed and sealed by Edmundo Largaespada,
P.E. (For Reference Only-to qualify glass types C&D).
(Submitted under NOA#05-0311.01)
Manuel Pere
Product Control Exmi er
NOA No. 15-0130.03
Expiration Date: April 29,2019
Approval Date: July 09 2015
E-1
AWP Windows and Doors,LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-511
Edition (2014),dated 06/19/15,prepared by Al-Farooq Corporation, signed and
-sealed by Javad Ahmad,P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA)
for their"Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on
05/21/16.
2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their
"Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16.
F. STATEMENTS
1. Statement letter of conformance, complying with FSC-5th Edition (2014), and of no
financial interest, dated June 22, 2015, issued by Al-Farooq Corporation, signed and
sealed by Javad Ahmad,P.E.
2. Proposal No. 14-0777 issued by the Product Control Section, dated September 8,
2014, signed by Manuel Perez,P.E.
3. Asset purchase agreement dated March 20,2014, signed by Mr. Paul Schmitz, Chief
Executive Officer and President,Trulite Intermediate Holding,LLC and Mr. Tim
Moris, Jr.,President and C.F.O., AWP Windows and Doors,LLC.
4. Letter from owners of existing NOA stating that they have sold all assets to the
applicant,that they no longer manufacture the product and relinquish their rights to the
current NOA,dated April 20, 2015,signed by Mr. Kevin Barrett, Chief Financial
Officer,Trulite Window&Door Solutions, LLC.
5. Statement letter for Name Change Request dated July 15,2014, issued by AWP
Windows and Doors,LLC, signed by Gerardo Beros,Director of Engineering.
G. OTHERS
1. Notice of Acceptance No. 13-0430.09, issued to Trulite Window & Door Solutions,
LLC for their Series "1700 Impact View" Aluminum Single Hung Window— L.M.I.,
approved on 08/01/13 and expiring on 04/29/19.
Manuel Pe z, E.
Product Control fxa5vfiier
NOA No. 1 30.03
Expiration Date: April 29,2019
Approval Date: July 09 2015
E-2
10 1/4' TO 1/4' 4.
AT NGD FALSE MUNTINS 6-Mo. A II^�I A H� FALSE MUNTNS I
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(SURFACE APPDEO) HEAD I I (SURFACE APPLIED)
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FOR
CAPACITIES SEE SHEET 3 5 M$
VENT WIDTH FOR CAPACITIES SO 1/8" 3
53 1/8' VENT WIDTH p
WINDOW WIDTH g Z 3
53 1/e"
TYPICAL ELEVATIONS WINDOW WIDTH
D_nT W
si;alEs— ooIZNPACT E{y
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2AI.UM1IINUN1 SINGLE HUNG WINDOW
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER 5
CHARTS SHOWN ON SHEET 3. d
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS o
OF S.H./S.H.OR SINGLE HUNG WITH OTHER MEAMI-DADE COUNTY
APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULUONS B�
IN BETWEEN. v :3I.
LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL tl
WILL APPLY
TO ENTIRE SYSTEM. '
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THIS PRODUCT HAS BEEN DESIGNED AND TESTED COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY
HURRICANE ZONE(HAIZ). o _
WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER THESE WINDOWS ARE RATED FOR LARGE&SMALL M551LE IMPACT.
LOADS TO THE STRUCTURE SHUTTERS ARE NOT REQUIRED.
ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS En90 JAYAD Al61AD I'll, CT RCV6EO q
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CML mcomPlyingwilhOw FWdA T
-]_0-392 Unilding Code
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE CAN..)l.)o r., - w 1Z/5-0/30.19
NOT PART OF THIS APPROVAL P` L imlbn Dale c
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
ALL SHIMS TO BE HIGH IMPACT,NON-METALLIC AND NON-COMPRESSIBLE. 20 5 n4 11.6.1, Ic.,o drawing no?
MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS,THAT W03-105
COME INi0 CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE. sheet 1 of 6
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DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY-"F DESIGN LOAD CAPACITY-PSP DESIGN LOAD CAPACITY-PSF T �n
GLASS TYPES GLASS TYPE CIASS TYPES CLASS TYPE CIA TYPES CLASS TYPE GUSS TYPP.S V CUSS TYPE: `- I
WINDOW DIMS. 'A','C',b'OR'E' 'F' WINDOW DIMS. 'A','C','0'OR'E' '}" WINDOW DIMS. 'A','C','D'OR'E' 'F' WINDOW DIMS. 'A'.'C','D'OR'E' 'F'
WIDTH HEIGHT EM.(+) 1Nr.(-) EYr.(+) INT.(-) WIDTH HEIGHT E]0.(+) INI.(-) E%r.(+) INT.(-). mom HUGHT O(T.(+) INT.(-) DfT.(+) INT.(-) WIDTH I HOOK Exr.(+) INT.(-) Ea-w I IM.(-)
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26-1/2' _90.0_ 140.0 75.0 ]5.0_ 26-1/2' 90.0 I/D.0 75.0 ]SA 26-1/2' 9040 110.0 75.0 75.0 28-1/2' 90.0 1100 ]5.0 7540 Q F
32' 90.0 110.0 75.0 75.0 3Y 80.0 110.0 75.0 75.0 32' _ 90.0 140.0 75.0 75.0 32' 9010 140.0 75.0 75.0 O
3]' 26 _9D.0 140.0 75.0 75.0 37' -5/B. 90.0 110.0 75.0 75.0 37' 26 90.0 Id0.0 75.0 75.0 37' -5/8. .90.0 140.0 ]5.0 ]5.0 C E
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48' 90.0 140.0 55.0 75.0 487 90.0 131.8 75.0 75.0 48' 90.0 140.0 75.0 75.0 40' 90.0 131.8 75.0 75.0 0
5J-1/8• 90.0 134.9 75.0 75.0 SJ-1/8' 90.0 114.8 75.0 75.0. 53-1/8' 90.0 110.0 75.0 75.0 W-1/8' 90.0 114.8 75.0 75.0 0 p •4
19-1/8' 80.0 110.0 75.0 76.0 I9-1/8' 90.0 140.0 ` 75.0 75.0 19-1/B' 90.0 140.0 75.0 75.0 19-1/B' 90.0 140.0 ]50 75.0 a
26-1/2' 90.0 110.0 75.0 75.0 26-1/2' gum 140.0 75.0 75.0 26-1/2' 90.0 140.0 75.0 75.0 26-1/2' 90.0 140.0 ]3.0 75.0 0.3 1^.O
32' 90.0 140.0 75.0 75.0 J2' 63' 90a 110.0 1 75.0 7S0 32' 90.0 1410 750 75.0 32' 63' 90.0 140.0 ]5.0 75.0 0 Ix m O
37' 38-3/8' 90.0 140.0 75.0 75.0 37' (9) SOA 140.0 75.0 75.0 3Y 38-3/8' 90.0 110.0 75.0 75.0 3Y (9) 90.0 140.0 15.0 75.0 Q��+.4[{
42' (5) 90.0 140.0 75.0 75.0 427 90.0 14D.0 75.0 75.0 4Y (5) 80.0 140.0 75.D 75.0 42 90.0 140.0 75.0 175.0 LL'
49' 90.0 128.5 ]5.0 75.0 19-1/B' 90.0 140.0 75.0 75.0 t8' 90.0 140.0 75.0 75.0 19-1/8' 90.0 140.0 75.0 75.0 0 g
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5.0 75.0 26-1/2' 74-1/4' 9010 140.0 ]5.0 75.0 53-1/8' 90.0 136.3 75.0 75.0 26-1/2• 74-1/4' 90.0 140.0 ]5.0 75.0 Q
19-I/8' 90.0 140.0 75.0 75.0 32' (9) 90.0 140.0 75.0 75.0 19-1/B' 90.0 140.0 7540 ]5.0 J2' (9) 90.0 110.0 ]5.0
26-1/2' 90.0 110.0 75.0 75.0 •NO.IN PARENTHESIS INDICATE 26-1/2' 90.0 110.0 7540 75.0 +NO.IN PARENTHESIS INDICATE
32' 90.0 140.0 75.0 75.0 NO.OF ANCHORS PER JAMD. 32' 90.0 110.0 750 75.0 NO.OF ANCHORS PER JAMB. U '�
50-5/e' -_ 50-5/B'
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80.0 112.] ]5.0 75.0 53-1/B' 90.(1 112.] ]5.0 ]5.0 OD
80.0 110.0 75.0 75.0 _i 19-1/6' 9p.0 110.0 75.0 15.0
26-1/2' _90.0 140.0 ]5.0 75.0 � �o� 26-1/2' 90.0 110.0 75.0 75.0 � tl o� 0�Z Q�
32' 90.0 110.0 75.0 75.0 32' 90.0 110.0 ]5.0 7510 n 5 I Q
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42' (B) 90.0_ _139.7 75.0 75.0 42• (B) 90.0 139.7 75.0 75.0
40' BD.O 113.7__]5.0 ]3.0 48' 90.0 113.7 75.0 75.0 o Z
53-1/B• 90.0 90.1 75.0 7l.0 53-1/8• 9D.0 1 98.1 75.0 75.0 Z
19-1/0' 90.0 141.0 75.0 75.0 �- 18-1/8• 90.0 141.0 75.0 75.0
26-1/2' 90.0 141.0 75.0 ]50 I W� 28-1/2' 90.0 110.0 70.0 70.0
32' 90.0 140.0 75.0 75.0 1-' 32' 90.0 140.0 ]5.0 75.0
37' ]4-1/4' 90.0 110.0 75.0 73.0 JJ' 74-1/4' 90.0 110.0 ]SD 75.0
42' (9) 90.0 132.7 T75.0 75.0_ 42' (8) 90.0 132.7 75.0 7510
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5J-1/B' 90.0 90.0 ]5.0 76.0 53-1/8' 90.0 90.0 75.0 75.0
•N0.IN PARENTHESIS INDICATE +N0.IN PARENTHESIS INDICATE 2
NO.OF ANCHORS PER JAMB. NO.OF ANCHORS PER JAMB.
WINDOWS WITHOUT WINDOWS WITH §
SILL ANCHORS SILL ANCIIORS
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GLASS CAPACITIES ON THIS SHEET ARE JUN A�9 D
l�� Mu OudcPWdc°n1, ? drow'g no.
BASED ON ASTM SEC. GUSTS) 7 4y-•)
AND FLORIDA BUILDINGLDING COMMISSION ✓'!/; lJ W03-105
DECLARATORY STATEMENT DCA05-DEC-219 �•'!.
sheet Sot 6
TYPICAL ANCHORS t,
SEE ELEV. EEA� V
'OR
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1Bw_, W METAL I
WSOD DUCK, „ :'EDGE DIST:_' STRUCTURE EDGE
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a WOOD BUCKS AND METAL STRUCTURE NOT BY AWP WINDOWS TYPICAL ANCI7URS• SEE F1EV.FOR sPAcwa Q b f
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1111 AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1-1/2"MIN.PENETRATION INTO WOOD(HEAD/SILL/JAMBS) p
11 1, THRU 113Y BUCKS INTO CONC.OR MASONRY i
13 12 1-I 4 MIN.EMBED INTO CONCRETE(HEAD/SILL)4i
l� 1-I/4"MIN.EMBED INTO CONIC.OR MASONRY(JAMBS) I o 3
n - - DIRECTLY INTO CONIC.OR MASONRY s
g 1-1/4"MIN.EMBED INTO CONCRETE(HEAD/SILL)
103 16 1-1/4'FAIN•EMBED INTO GONG.OR MASONRY(JAMBS)
I -O 1/4"DIA T KS OR SELF DRILLING SCREWS (GRADE 5 CRS)
QII INTO METAL STRUCTURES p
REINFORCING
E AT GLASS
MES P' STEEL: I 8'THK.MIN.(F -36 KSI MIN• 8 z
AT GVSG F... } / Y )
A C c D ONLY g ` ALUMINUM. 1/8'THK.MIN. (6053-T5 MIN.)
II I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) an v
PG I ii o b X12 SMS OR SELF DRILLING SCREWS (GRADE 2 US) 0
O ��I'_ I G INTO MIAMI-DADE COUNTY APPROVED MULLIONS(MIN.THK. = 1/8")
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TYPICAL EDGE DISTANCE p"'y
W INTO CONCRETE AND MASONRY=2-1/2"MIN. o y9 E
INTO WOOD STRUCTURE= T"MIN. 4
_ 11 INTO METAL STRUCTURE=3/4"MIN. N }
®i 10 WOOD AT HEAD,SILL OR JAMBS SO-0.55 MIN,
WI I CONCRETE AT HEAD,SILL OR JAMBS P4-3000 PSI MIN.
--OD C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm-2000 PSI MW. G _ -
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W2 14 - 3- SEALANTS: 61 =o o-R
FRAME AND VEM CORNERS AND INSTALLATION SCREWS AT SILL B`W y z_
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• I,Li' EO(SE DIST.• HA PF. 70592 Building Cod. -
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SEE SELEV.HEUFOR SPACIFOR�NO DIES • �I N lan'D.de Product Control
_ .. draw'g no.
EDGE DIST. )y W03-105
sheet 4of 6
1
ITEM[ PART/ REQD. DESCRIPTION MATERIAL MANF./SVPPIJER/AEMARKS
1 1E-1700 1 FRAME IGD 6083-76 - U 1j
2 YE-1701 1 FRAME SILL 6063-T6 - pp
3 YE-1702 2 FRAME JAMB 6063-T6 - 0 � 3
{ YE-1703 1 FIXED MTG.PAIL 6063-TS - H
5_ YE-1709 1 VERY TOP PAL 6063-TS -
6YE-1705 1 VENT BOTTOM RAIL 6063-TB 0
7 YE-1706 2 VENT SDE RAIL 6063-T5 - a
B YE-1707 AS ROD. GWING BEAD(LAY.GLASS) 6003-T5 °
8A AWP-YE-1517 AS ROD. GLAZING BEAD(NELL LAV.GV4S) 6083-T5 - V A
9 YTI-1607 2 REMFORMG BARS.FALL LENGTH STEEL 1/4'X I' a O p�
10 YE-1710 2/VENT VENT LATCH 0 9'FROM ENDS COGS-TS - Q 6 Q
11 - 2 LATCH SPRING
12 111-715 2/VENT CAV LOCK 0 9-FROM EACH END
METAL 13 K-62 2/LATCH CAM LOCK SCREWS - /e X 5/8.OR SMS U.2 N C
STRUCTURE
SNa
E MMI-DAOE COUNTY 16 YH-622 AS REGO. BEER PILE 1YSTRIPPING - SULLMPM A:SULL'AM '!0 Pry
APPROVED MULLION TYPICAL AN HORS Q FM^f 0
k MULLION ANCHORS SEE ELEV.FOR SPACING 15 YH-6009 AS RE o. nN SEAL W'STRIPPING - ULTRAFAB
1/4'VM. 16 YF-10 AS REDO. FRAME/KNT ASSEMBLY SCREWS /B
LOAD BFMiNG 17 - AS REGO. FIX MTG.RAIL ASSEMBLY SCREWS - /10 X 1°P.X.SMS
�i 18 = A VENT MOE RKAD PVC 2 AT FACN JAMB RAIL � J
19 1/GUIDE GUWE SCRENS /6 X 1/2'FH SMS J
of I 20 - Y/VW 'ULTRAUFT'SPIRAL.BALANCE - CALDWELL �I g
2OA - 1 BALANCE FASTENER I - is X I-PH SMS ✓moi `�'
�- _.__ _ 21 - 2 OPEN CELL FOAM PAD(1'X I/2'%1-1/27 - YALE
-- _ - 22 - AS REO0. SETTING BLOCKS EPDM OUROMETER BONS SHORE A Q
z
TYPIGL F/. �yl
MCHOAS iQ 3
-SEE ELFOA SPApNO WINDOW WIDTH WINDOW MOTH �i Q I°
1/Nh%MM
TYPICAL ANC ORS VENT WIDTN I/S MAX 0 p 4p
EE EIING SNLNS €V
FOR'SPACING I H 3
I6 15 SM EL ANCHORS N
0 7 0 SFE ELFV.
XWOODDUC
f0A SPACING
I _ __ __ ---- - -- - - En JAVAD ANMA.O 1'ROCAILl.6VIs •P 3
CML og plYing WIhth."'.
C� FU.PCEl"7 92 Ouilding W.
` Cl. 5 APmPSwtt
1' EXTERIOR ,-`�% Lh imiion D.m DIeI b
D.L OPG.
BN vti vdc PmducLCOa drawing no.
JGN JTr2015Loi W03-105
WINDOW WIDTH
sheat Sof 6
h-1.410-1 /�{//q`' v �o
16 /L% �� m 3
.062 I 7UT q�
--j i W �°� ,6 0
1.180r 81I19 .061 1�Z.+
1.060 1 2.980 I I A Q z a
--.714 J_
J74
O
FRAME:HEAD —j �a „
-1.060 8 p
1.485—• —2.9]0 I 0 D Q Q.7
--� 0 FRAME JAMB 0
3.734 1•�7 .080 818 1—'—'—�
3
2113
to YENT LATCH J
F�Ia39—•� (^375 '-"I F^.IJO
MEETING RAIL t•50 .045 .045 t.045
2587
�
Z
—1.461—" \"/ GLAZING BEAD(WA.GLASS) @GLAZING BEAD(INSUL.LAM.GLASS)
i z
m
662-2.000F1'
ado ice/
-LIZJ i
VENT TDP RAIL
O VENT SIDE RAIL m it
Y-2.461
`or9s^9
FRAME CORNERS Ot7AIL
c
.062-
3.0]8 q
2.695 ].578 Fiyr:JAVA9 AfNAO PROOUCTRRVISGD d
aVR u mmplYing wi,h,hc Fbride
1.624 '( I i f�H ]0392 Ac�ap,anallo L5- 0.03
LzsJ ON
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t 1fy waoP,os,n a a 9 0.
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L A"i W03-105
VENT BOTTOM RAIL FRAME SILL VENT CORNER DETAIL sheet 69f B