HomeMy WebLinkAboutProduct Approval RECEIVED
MAR 16 L.J18
MIAMI-DADS MIAMI-DADE COUNTY
o ST. Lucie County, Permitting PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Strcet,Room 208
BOARD AND CODE ADiVIINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) ynymmiamidade.eov/economy
AWP Windows and Doors,LLC
8130 NW 74'h 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.
ODESCRIPTION: Series"580"Aluminum Single Hung Window—N.I.
V APPROVAL DOCUMENT:Drawing No.W96-38,titled"Series 580 Alum Single Hung Window(N.l.)"
Sheets 1 through 5 of 5,dated 10/10/96,with revision J dated 09/22/14,prepared by Al-Farooq Corporation,
signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp
W with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control
Section.
.J MISSILE IMPACT RATING:None.
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 qr any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOEL 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#12-0906.06 and consists of this page 1 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. 14-0722.07
MIAMI-DADS CQUNTY rq Expiration Date: November 14,2017
Approval Date: October 02,2014
Page 1
II
AWP Windows and Doors,LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. W96-38, titled"Series 580 Alum Single Hung Window(N.I.)" Sheets 1
through 5 of 5,dated 10/10/96,with revision J dated 09/22/14,prepared by Al-Farooq
Corporation,signed and sealed 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 TAS202-94
3)Water Resistance Test,per FBC,TAS 202-94
4)Forced Entry Test,per ASTM 588,TAS 202-94
along with marked-up drawings and installation diagram of a series 580 aluminum
single hung window glazed with 1/2"tempered insulated glass,prepared by
Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7568,dated 04/26/14,
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 TAS202-94
3)Water Resistance Test,per FBC, TAS 202-94
4)Forced Entry Test,per ASTM 588,TAS 202-94
along with marked-up drawings and installation diagram of a series 580 eyebrow top
aluminum single hung window,prepared by Fenestration Testing Laboratory,Inc.,
Test Report No. FTL-5343, dated 10/09/07, signed and sealed by Carlos S. Rionda,
P.E. (Subaritted under NOA#09-0316.10)
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)Forced Entry Test,per ASTM 588,TAS 202-94
along with marked-up drawings and installation diagram of a series 580 radius top
aluminum single hung window,prepared by Fenestration Testing Laboratory,Inc.,
Test Report No. FTL-4443, dated 01/26/05, signed and sealed by Edmundo
Largaespada,P.E. (Submitted uyrder NOA#09-0316.10)
4. , 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)Forced Entry Test,per AAMA 1302.paragraph 5 3.1.1 to 3.1.5
along with marked-up drawings and installation diagram of a series 580 aluminum
single hung window, glazed w/3/16"temp. glass,prepared by Fenestration Testing
Laboratory,Inc.,Test Report No. FTL-3879,dated 08/28/03,signed and sealed by
Joseph Chan,P.E. (Submitted under NOA #02-0507.06)
Manuel Per ;P.E.
Product Control i9x0niner
NOA No. 1`4722.07
Expiration Date: November 14,2017
Approval Date: October 02,2014
E-1
AWP Windows and Doors,LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS(CONTINUED)
5. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 20.2-94
2)Water Resistance Test,per FBC, TAS 202-94
along with marked-up drawings and installation diagram of a Series 580 Aluminum
Single Hung Window, glazed with 1/8"ann. glass,prepared by Fenestration Testing
Laboratory,Inc.,Test Report No. FTL-3861,dated 08/07/03, signed and sealed by
Joseph Chan, P.E. (Submitted under NOA #02-OSO7.06)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC 5'
Edition (2014),dated 07/01/14 and revised on 09/19/14,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. None.
F. STATEMENTS
1. Statement letter of conformance,complying with the FBC 5th Edition (2014), and of
no financial interest,dated July 1,2014,signed and sealed by Javad Ahmad, P.E.
2. Proposal No. 13-0640 issued by the Product Control Section, dated July 16, 2013 and
revised on August 01,2013,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 June 24,2014,signed by Mr.Kevin Barrett, Chief Financial
Officer,Trulite Window&Door Solutions,LLC.
G. OTHERS
1. Notice of Acceptance No. 12-0906.06, issued to Trulite Window&Door Solutions,
LLC, for their Series"580"Aluminum Single Hung Window--N.I., approved on
12/06/12 and expiring on 11/14/17.
Manuel ,P.E.
Product Contn6i Ex'miner
NOA Nc 722.07
Expiration Date: November 14,2017
Approval Date: October 02,2014
E-2
53 1/8"
53 I/8' WINDOW WIDTH
WINDOW WIDTH
50 1/8" Z
50 I/8" TOP CORNERS OF D.L.OPG. (FIXED)
D.L. OPG. (FIXED) ARCH TOP WOWS.SECURED
Z
13 5/8" TO BEBySCREWS 13 5/8' (L a I�
OR SPOT WELDING
FALSE MUNTINS [�A�j
MAX. In v
(SURFACE
BEPUSED 8'MAX. A 6"MAX. a
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_ / 48 1/2" m� Z_3>>_
D.L. OPG. D.L.OPG. n 13 Z a0� p
,
SO 11/16" n 50 11/16' n ¢ 3 1rw
VENT WIDTH - VENT WIDTH vWi a co 2
SERIES 580 ALUMINUM SINGLE HUNG WINDOW
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER TYPICAL ELEVATION
CHARTS SHOWN ON SHEET 2. TESTED UNITS Q
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE Y
COMBINATIONS OF S.H./S.H. OR S.H. WITH OTHER WINDOW c k R
TYPES IN MODULES OF TWO OR MORE WINDOWS USING o B
MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. w p g g
LOWER DESIGN PRESSURE FROM WINDOW OR MULLION APPROVAL 3$84
WILL APPLY TO ENTIRE SYSTEM.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 8 c
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY $
HURRICANE ZONE (HVHZ). MONOLITHIC GLASS •>
u:_
WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER I INSULATING GLASS
LOADS TO THE STRUCTURE. I NON IMPACT dol �r
ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS :.MVAO NIMH
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. E.9,., CML PRODUCTRBVLSCD �b I!
Flt PE y0S92 m complying with Ste Florl& i o
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE CAN. .78 Otliidittg Coda I {j•
NOT PART OF THIS APPROVAL. Utdidi gC d. •GT
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
INSTALLATIONBcrirmion IMIe� !!! ISI
OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE
Ll
ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. I USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT I COMPLYING WITH HVHZ REQUIREMENTS. rn MiwnV171tdc Product IIM01,+. rdrawing no.
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE I INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET EP {A I W96-38 j
REQUIREMENTS OF THE FLORIDA BLDG. CODE. I THE APPLICABLE REQUIREMENTS FOR WINO BORNE DEBRIS PROTECTION. -
` sheet �of 5
DESIGN LOAD CAPACITY - PSP _ DESIGN LOAD CAPACITY - PSFI
VINDOIY DLUS. CLASS TYPE'A' CLASS TYPE'BGLASS TYPE'C' RANDOM DIUS. CLASS TYPE'B' CLASS TYPB'D' `B�
WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) 1NT.(-) tE WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-)
19-1/6" 60.0 80.0 60.0 125.0 60.0 210.0 i 19-1/8` 56.7 210.0 60.0 210.0_
26-1/2" _60.0_ 80.0 60.0 125.0 60.0 179.726-1/2" _56.7 201.9 60.0 201.9
_ 3
37' 26' 60.0 80.0 60.0 112.9 60.0 112.9 i 37" 26' 56.7 144.6 60.0 144.6
42' (3) 60.0 79.3 60.0 95.9_ 60.0 95.9 3 A A 6 42' (3) 56.7 127.4 60.0 127.4
46' 52.7- 52.7 80.0 813 60.0-.-_81.3 ._ 48' 56.7 111.5 60.0 111.5
-.._ ....._---" -- - ._... a
53-1/8" 38.8 38.8 60.0 71.9 60.0 71.9 53-1/8' 56.7 100.7 60.0 100.7
19-1/8" 60.0 80.0 60.0 125.0 60.0 210.0 1 WINDOW WIDTH WINDOW WIDTH WINDOW WID1H WINDOW WIDTH 19-1/8" 56.7 210.0 60_.0 210.0
26-1/2' 60.0 80.0 60.0 125.0 60.0 163.1 26-1/2` 56.7 182.4 60.0 182.4 V C
37" 38-3/8" 00.0 75.6 60.0 116.6 60.0 116.8 APPROVED CONFIGURATIONS 37" 38-3/8" 56.7 130.6 60.0 130.5 d¢
42' (4) 56.3 56.3 60.0 102.9 60.0 102.9 42" (4) 56.7 111.9 60.0 115.1 C C<O
--- - SHAPES SHOWN ABOVE OR SIMILAR Q'a C d
�.' 48' 37.0_ 37.0 60.0 90.1 80.0 90.1 48' 56.7 94.{ 60.0 100.7 Vy� t
.; - .. .. 0..._ (W�5 3 ri
10
26-1/2" 60 0 80 0 80.0 12J 7 60.0 123.7 26-1/2" 58.7 185 0 60.0 - 1272.6 w
53-1/8' 60.0 81.1 80.0 61.4 53-1/8" 58.7 833 60.0 90.9 4= G
37' 50-5/8'[��O 64.6 60.0 88.6 60.0 68.6 37" 50-5/8' 58.7 112.9 60.0 123.2 -
42' (5) - 60.0 78.0 60.0 78.0 Ihe,-ANN.GLASS (TYPE 'A') 42" (5) 56.7 93.7 60.0 102.248" - 80.0 88.3 60.0 68.3 OR IS" 56.7 77.8 80.0 64.8 ;i
J/I6"-ANN.CLASS (TYPE 'B') I U
- 50.0 61.7 60.0 61.7 OR 53-1/8" 58.7 67.9 60A 74.1 3
19-1/8' 60.0 80.0 60.0 125.0 60.0 183.8 3/16"-TEMP. CUSS (TYPE'C') 19-1/8" 56.7 182.2 60.0 210.0 I J m
___. �" SILICONE _
26-1/2" 60.0 800 60.0 125.0 _600 .132.8- 26-1/2" 56.7 143.6 60.0 177.9 I v�
42" (6) - - 60.0 83.7 60.0 BJ.7 CE SCS 1000 /2" (6) _-_ - __- Pi
476' (6) 47.9 47.9 -60 0 73.2 60.0 73.2 m 42" 59" 56.7 106 0 60.0 94.4 = 8 ..
-..... _ .._.__.._ ....._. 56.7 86.8 BOA 94.4
z 56.7 70.9 60.0 77.4 O> v.
53-1/8" - - 60.0 64.0 60.0 66.2 ] !' 53-1/8" 56.7 61.5 60.0 67.1 = acn
c2 M
19-1/8" 60.0 80.0 60.0 125.0 60.0 2065 n 8 ��� 19-1/8" $8.7 183.4 80.0 210.0 �'� F M �
26-1/2* 60.0 76.7 60.0 125.0 60.0 149.0 I 26-1/2" 56.7_.-134.8_ 60.0 166.6 Q 1
37/ 63" 47.0 47.0 60.0 97.5 60.0 106.7 ,' 37" 63" 56.7 102.1 60.0 113.4 18 3 4
42" (7) - - 60.0 85.1 60.0 93.1 42" (7) 56.7 64.2 60.0 91.8
-__._.._. _......____ L.1
60.0 71.9 _60.0_ 75.8 48" 56.7 68.5 80.0 74.7... pS
53-1/8" - - 60.0 62.7 60.0 85.4 53-1/8" 56.7 59.1 60.0 64.5 .�IO+r
19-1/8" 80.0 74.6---80;0._ 125.0 60.0 175.2 19-I/8' 56.7 111.1 OOA 210.0 la 03M �1
26-1/2" 50.0 84.1 60.0 113.4 60.0 126.5 26-1/2" 56.7 93.3 60.0 158A
37" 74-1/4" - - 60.0 82.0 60.0 90.8 37' 74-1/4" 56.7 79.3 60.0 112.3
- ----- ---------- i/8"ANN.CLASS --1/8'TEMP. CLASS
42' (7) - - 60.0 74.8 60.0 79.8 42' (7) 56.7 70.3 60.0 89.0
1/4"AIR SPACE 1/4'AIR SPACE - "-` -"
18" - - 60.0 BS.S 60.0 69J1 48" 56.7 83.6 80.0 70.6 Q
53-1/8' - - 58.0 58.0 60.0 60.0 1/8"ANN. GLASS 1/8"TEMP.GLASS 53-1/8' 55.0 55.0 60.0 80.0 R
19-1/8' - - 80.0 125.0 80.0 199.7 19-1/8" 56.7 107.1 80.0 210.D C 3 �`
._ ..__._.... 3
26-1/2" - - 60.0 110.2 60.0 144.1 SILICONE SILICONE 26-1/2" 56.7 88.0 60.0 161.2
76' -.. .. ___ __._ CE-2800 GE-2800
37" - - 60.0 80.3 BOA tOJ.2 37" 76' 56.7 76.5 50.0 1123
(7) --- ALUMINUM ALUMINUM -
42' - - 60.0 73.1 60.0 88.1 BOX SPACER BOX SPACER 42" (7) 56.7 68.4 60.0 89.0
48" - - 60.0 64.5 60.0 69.9 _-� m m 48` 56.7 61.3 60.0 70.4 +
ii
• N0. IN PARENTHESIS INDICATE N0. OF ANCHORS PER JAMB. �ij \ y • N0. IN PARENTHESIS INDICATE N0. OF ANCHORS PER JAMB. o o R g
O r v i
C _ �
1 Fnyr.JAVAO ARM I d
GVA. P140DUCT REVISED
S 5 FIA PE 70592 w complying with the Florida b
\- CAN. 538 6uildiug Cade g
h_cttptaacc No 7 )l TI h
NOTE: liacpiTolion Uato 7 L -_
GLASS CAPACITIES ON THIS SHEET ARE GLASS TYPE 'E' GLASS TYPE 'D'
BASED ON ASTM E1300-09 (3 SEC. GUSTS) 1/2'OVERALL INSUL.GLASS 1/2"OVERALL INSUL.GLASS M;vniDa eproductContra drowln n0.
AND FLORIDA BUILDING COMMISSION (EP/2 Ot _� W96-38
DECLARATORY STATEMENT DCA05-DEC-219 GLA'L1NG OPTIONS ---
- C)sh,W 2 0f 5 )2 of 5�
TYPICAL ANCHORS METAL 1
SEE HORS \� x STRUCTURE I
FOR SPACING 1BY ? -------------------- 11
WOOD BUCK m S TYPICAL ANCHORS Fr________________ii
Ed SEE ELEVS. I I MM-1-RADE COUNTY APPROVED 11 °j
•4 • I • FOR SPACING 1 MULLION $ MULLION ANCHORS 1 O F
d' dEd .� I 1 SEE SEPARATE NOA 11 Z 7a
° • • • 1
A Ed 1 Q a
11 0 W U
---- IL o
CA) 00
. i r---- TYPICAL ANCHORS o 6<Q
0
i SEE ELEVS. TYPICAL ANCHORS
FOR SPACING SEE E
0Q; O
19 FOR SPACING
w 3 LL
I LLww- o
4 Z
Nf
JU((My�1a_ y17
I' I QW•1f
9 WOOD BUCKS AND METAL STRUCTURE NOT BY AWP WINDOWS
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
o j AND TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS: SEE ELEV. FOR SPACING R
' 11 1/4-_DIAL TAPCON BY 'DW' (FU-125 KSI,FY-100 KSI)
I' 1 1/4" DLi ULTRACON BY 'ELCO' (Fu-177 KSI,FY-155 KSI) 22
tal
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES Z Q1c
T OPTIONAL TO 1-1/2- MIN. PENETRATION INTO WOOD •Z G 1O
16 BOTTOM LATCH as yy1I=M
p„ THRU iBY BUCKS INTO CONC. OR MASONRY 3 nM H
i O D 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 48
4z 3i
a W 1;1 DIRECTLY INTO CONC. OR MASONRY e� Z
[..I r q' a pQ 5 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 1�
z x @)
W !12 TEKS OR SELF DRILLING SCREW c (GRADE 5 CRs) y I<ao
C3 j 12 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090")REGD. FOR WINDOWS I
VATH GLASS TYPES
1 INTO METAL STRUCTURES
D d:E ONLY
STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.)
o ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) ggg ggg
J (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) c 8 p
o SY
Ed - ANCHOR EDGE DISTANCE 21 9
B INTO CONCRETE AND MASONRY - 2" MIN. - y
INTO WOOD STRUCTURE - 1"MIN. u a
INTO METAL STRUCTURE = 1/2" MIN. 3 BBB
1
i8 14 CONCRETE AT HEAD, SILL OR JAMBS 1'c - 3000 PSI MIN. -
1 C-80 HOLLOW/FlLLED BLOCK AT JAMBS f'm - 2000 PSI MIN. 0 o S
SEALANT:
wt ALL LOWER FRAME AND VENT CORNERS, AND HEADS OF INSTALLATION
SCREWS AT SILL TO BE SEALED WITH ALUMINUM COLORED SEALANT,
{ SCHNEE MOREHEAD 5504 OR EOUIV. Er4r.J C AHMAD PRODUCT REVISED
complying with the FloTidll
F CAN. 2 :u Building Code .72.07
d • PADS: Acmplence No p 1
ONE 1/4" X 3/4" ADHESIVE CLOSED CELL FOAM PAD AT EKpimionDWo Gf 7 `i 8 11 as L J
e gg• EACH END OF FIXED MTG. RAIL. I -
a Ry tCont1o1 i droving no.
-P 014 l
° d ° s WEEPHOLES: Mlun� W96-38,
° " WI - 3/4" WEEP NOTCH AT EACH END sheat 3°f 5.
RLN/ PART/ RRQD. DLSCRIPTION MATLRIAL MANP./SUPPLIER/RIMARRB
1 YE-169 1 FRAME HIE" 6063-T6 - ' ♦\
_._-........ .._.
2 YE-167 1 FRAME SILL 6063-T6
3 YE-102 2 FRAME JAMB 606}76
4 YE-152 1 FIXED RAIL 6067-T6 -
5 YE-ISI 1 VENT TOP RAIL 5063-TG - a YILI
6 VE-188 1 VENT BOTTOM RAIL 8063-T8 - O 0
7 YE-92 2 VENT JAMB 6063-TG - a
8 - AS REOD. GLAZING BEAD ALUMINUM ROLL FORMED Q' r
9 YM-528 2/VENT SASH STOP,3'LANG RIGID VIAL
10 - 2/VEM BLOCK k TACKLE BALANCE
11 YN-506 Z/VENT BALANCE CUP ALUMINUM .. ._.__ O <I
12 YH-622 AS REDD. BULB W'STRIPPING VINYL SINGLE ROW O.J
13 YH-400{ AS REOD. FIN SEAL W STRWPING.187 x.Z50 WOOL ULTRAFAB Q it
_.. ---.___
TYPICAL ANCHORS 14 YH-504 2/VFW SPRING LOADED VENT LATCHES NYLON/CEICON AT 13'FROM ENDS LL=GA=
SEE ELEV. '---. ...._ .--- .. .. ---.- 1 -m
MIAMI-BADE COUNTY FOR SPACING 1M YH-515 Z/
VENT
APPROVED MULLION SWEEP LOCKS ZAMAK AT 11'FROM ENDS j Y
--. --------- 6
SEE SEPARATL NOA IS YF-1 8 FRAME ASSEMBLY SCREWS(/10 X 3/47 CBIS PLATED,PH SMS
16 YF-10 2/VENT FIXED RAIL SCREWS(/8 X 17 CRS CAD PLATED,PH SMS
f- 7T 17 ...YF-12 6/VENT VENT ASSEMBLY SCREWS(#8.X.1--1/4.7..,,. .-CRSCAD PLATED,PH SMS I z I
_ 11 11 I 19 YF-6 I/CLIP /10 X 1/4'PH SMS POINT 8
�I I� 20 YF-14 2/LOCK SWEEP LOCK SCREWS(/8 X 5/87 _ -- ON-SMS- J_
I 1 21_ YC_155P 2/VEM SELF ADHESIVE PAD(.375 X 31 X.757 FOAM -
I 22- YM-519.... 2/VEMBALANCE CAM _.. ....- PLASTIC
23 YH-590 I REINFORCING BAR(REOD.FOR INSUL.GLASS ONLY) STEEL HRO93 = 2$
1 1 ._.. ..
�1 I�
24 - x/VENT SASH STOP(I'x I-1/4•z 1/187 ALUMNUM ON 74-1/4'HIGH ONLY
25 - 2/LITE SETTD4G BLOCK CPDM OUROMETER 8015 SHORE A 2•Q 10
12a M N
n 1
Io 0
WINDOW VIDTH VINBOV VIDTN i ; Z��
LIE t2 Q.v
_IBYI�j Q 00X
WOOD DUCKS 1111
TYPICAL ANCHORS
TYPICAL ANCHORS t/4'IIx' 1 t)1 1/4'SHIN -SEE ELEV.
SEE ELEV. SHIN J MAX. FOR SPACING
FOR SPACING VENT WIDTH TYPICAL ANCHORS
- - --- - - SEE ELEV.
13 FOR SPACING \ /
D.L. OPG.
7
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STRUCTURE --=-=--=- - - =- =r _ - _ _ __ _ _ _r_ __ _ L 0 STRUCTURE R
c
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EXTERIOR
3 I�
Enq.:JAVAD AHMAD PRODUCT REV44EU a 8
D.L.OPG. CIVIL
FU.PE 0592 u1_.,Plying 1Vilh the ROM& o II I
C.A.N. If.ildiryl Code
WINDOW VIDTN Cxpi)rel4Pn De1e G,77
J TiF
L ti,n�f IhIQe Yro(1!Ift�'4re0'°I ; �Browing no. II
P to
W96-38Ji
anee(4 of 5
(i r
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.881 9 .055
m
1 f 1.327 / / Z
- —1 .827
.860 Q F a
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FRAME HEAD a S aI8
.812 Q r
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.881 1.437 °�W C
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F-,.062L Q W f J
FIXED RAIL
v U
17 g iJ
1.1870 z
I 1.625 r3
d_— z O
.812
VENT TOP RAIL
1.562 .625 0�J n
/ vl 3 z Y;^
I� CL MW R
FIX. RAIL REINF.
055 - 1
3.125 � 2.56}2.687 1.125
' 1 ® �®
—� 3/4"WEEP NOTCH / C q ❑❑q
1.070 055
812 AT EACH END OF gl A
p { SCREEN RETAINING LEO A
c
-�1 .812 Fes- .687 k—
S.H. VENT CORNER DETAIL
VENT BOTTOM RAIL VENT SIDE RAIL
2.174—y o 0 8'
N �� slE
930 rlr S.H. FRAME CORNER DETAIL e
c !
F1.292 (-�
.055 3.027 2.104 •055 Ener.JAVAD AHMW ;ODUCI'RGVISF.0
3.527 FLA PEI 70592 wild ills Code ilh the Florida I o
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L 812 CAN. 1c«Ptoncc No O
I:�pirolian Dote � I
BY
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FRAME SILL FRAME JAMB sheet 9 of $