HomeMy WebLinkAboutProduct Approval RECEP.-7D DEC 18 2015
MIAM!•DADE
11IIA11II DADE COUNTY,FLORIDA
® PRODUCT CONTROL SECTION
DE,PARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SN 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION " T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) w%vw.miamidade.aov/economy
Innovative:WindowConcepts;I -LC
2005 Corporate Drive
Boynton Beach,FL 33426
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
ERProduct 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: Braes L630 07 3Qbz"Aluminuin ri ix-Cd-yVin iodv'=
APPROVAL DOCUMENT: Drawing No. W04-04, Series titled "Aluminum Fixed Window (L.M.I.)",
sheets 01 through 05 of 05, dated 01/14/04 with revision "E" dated 07/08/14, prepared by Al-Farooq
Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami-Dade County Product Control
Section Renewal 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,
series,and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted
herein.
REVISION 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 put-poses shall automatically terminate this NOA.Failure
to comply with any section of this NOA shall be cause for termination and removal ofNOA.
ADVERTISEMENT: The NOA number preceded by the words Miatni-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 renews NOA No. 12-0216.03 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 Jaime D.Gascon,P.E.
NOA No.14-0714.05
MtatylNdAoacouNTY �.IgE Expiration Date: August 26,2019
Approval Date: August 07,2014
Page 1
Innovative Window Concepts,L.L.C.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. W04-04, Series titled "Aluminum Fixed Window (L.M.I.)", sheets 01
through 05 of 05, dated 01/14/04 with revision"E" dated 07/08/14, prepared by Al—
Farooq Corporation,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
along with marked—up drawings and installation diagram of a series 3062 and 3072
aluminum fixed "picture" window,prepared by American Test Lab of South Florida,
Test Report No. ATLSF-0625.01-14, dated 07/07/14, signed and sealed by Stephen
W.Warter,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) 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
along with marked—up drawings and installation diagram of a series3040 and 3062
aluminum fixed"picture" window, prepared by American Test Lab of South Florida,
Test Report No. ATL-0530.01-03, dated 06/25/03, signed and sealed by William R.
Mehner,P.E.and Henry Hattem,P.E.
(Submitted under previous NOA No. 05-0706.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC
5th Edition (2014), prepared by At--Farooq Corporation, dated 07/09/14, signed
and sealed by Javad Ahmad,P.E.
2. Glazing complies rvith ASTM E1300-04/09
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources(RER).
Jaime D.Gascon, :E.
Product Control Section Supervisor
NOA No.14-0714.05
Expiration Date: August 26,2019
Approval Date: August 07,2014
E-1
Innovative Window Concepts,L.L.C.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No.11-0624.02 issued to E.I.DuPont DeNemours & Co.,Inc.
for their"DuPont SentryGlasB Interlayer"dated 08/25/11,expiring on 01/14/17.
2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA)
for them"Saflex Clear and Color Glass Interlayers"dated 03/28/13,expirmg.on
05/21/16.
F. STATEMENTS
1. Statement letter of no financial interest, conformance to and complying with FBC
Ste Edition (2014), issued by Al Farooq Corporation, dated 07/09/14, signed and
sealed by Javad Ahmad,P.E.
2. Laboratory compliance letter for Test Report No. ATLSF-0625.01-14, issued-by
American Test Lab of South Florida,dated 07/07/14,signed and sealed by Stephen W.
Warter,P.E.
3. Department of State Certification of INNOVATIVE WINDOW CONCEPTS,LLC
as a limited liability company, active and organized under the laws of the State of
Florida,dated 02/28/14 and signed by G.McLeod,examiner for Secretary of State.
4. Statement letter of conformance to, complying with FBC 2010/ 2007,•and of no
financial interest,dated 01/13/12,signed and sealed by Javad Ahmad,P.E.
(Subinifted under previous NOA No. 12-0216.03)
5. Laboratory compliance letter for Test Report No. ATL-0530.01-03, issued by,
American Test Lab of South Florida,dated 09/30/03,signed and sealed by William R.
Mehner,P.E. and Henry Hattem,P.E.
(Subf�iitted under previous NOA No. 05-0706.OS)
G. OTHERS
1. Notice of Acceptance No. 12-0216.03, issued to Innovative Window Concepts, LLC
for their Series "3040/ 3062 Aluminum Fixed Window — L.M.I.", approved on
04/19/12 and expiring on 08/26/14.
Jaime D.Gasco ,P.E.
Product Control Section Supervisor
NOA No.14-0714.05
Expiration Date: August 26,3019
Approval Date: August 07,2014
E-2
6"MAX. 12"MAX. q
FROM ENDS HEAD/SILL FALSE MUNTINS
(SURFACE APPLIED) o
MAY BE USED ;
II II
II �I I%o LL
I U
tF
C&ao
C a
II II J
II II O
1
a J �
U N^
3 Z t
0 0 U M
z LL
�s 1OF 3 3 0
D.L.OPG. e o
X 0z -m
Z 3 U
WINDOW MOTH
Z 0 Y
.THESE WINDOWS ARE RATED FOR-LARGE.&SMALL MISSILE IMPACT. TYPICAL ELEVATION Q 0 O m
SHUTTERS;ARE'NOT REQUIRED. TESTED UNIT o "
Z 00
DAYLITE OPENINGS: O
D.L.O. HEIGHT = WINDOW HEIGHT - 4.062"
ALUMINUM FIXED WINDOW (LM,I,I D.L.D. WIDTH = WINDOW WIDTH —.4.062"
DESIGN LOAD RATINGS'FOR THESE WINDOWS TO BE AS PER SILICONE SILICONE c
CHARTS SHOWN ON SHEETS 2 & 3. DOW CORNING 995 DOW CORNING 995
,9n
APPROVAL APPLIES'TO SINGLE UNITS OR SIDE:BY SIDE 3/I6'ANN.cuss J/t's'HEAT siREN'0 cuss '�� R R
COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER090"Intorloyer •090'Intedayor u
WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING •Sofex Clear And Color Glass DuPont SentryGlas y Q a b
MIAMI—DADE'COUNTY APPROVED MULLIONS IN BETWEEN. By..'Easlmon Chemical Co; By'EJ.DuPont Oe Nonpure&Co.,Im. 9 SIII
.LOWER 1B
DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL 3 "ANN:.GLASS 3/16HEAT STREND GLASS' ' PRODUCTRBNBWF.0
/ m complyhUT with the Flolldn
WILL APPLY TO ENTIRE SYSTEM. Buildinpcado
THIS.PRODUCT HAS BEEN DESIGNED AND-TESTED TO COMPLY WITH THE ?m & 'Oro 1 ZD�Q Mgt o a S
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY 7 S 7 / ( <m u o W
HURRICANE ZONE(HVHZ). a o it II a 0 II Minn)Dade Product Comro•
1 B OR 2BY'W000 BUCKS BY OTHERS, MUST BE ANCHORED-PROPERLY "r i li ro ill Q
TO TRANSFER LOADS TO THE STRUCTURE. i�I II
W .a Erlgr.JAM ANMAD � 9
ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN AN DETAILS,ANCHORS FF PCIVIL
C 708592
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL'DRESSING.OR STUCCO. SS3 a
ANCHORING.OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS'ARE ,t
NOT'PART OF THIS APPROVAL a $
'A LOAD DURATION INCREASE IS USED IN:DESIGN-OF ANCHORS INTO WOOD ONLY, JU 1 O
ZING OPTION
SERIES 3062 drowin
MATERIALS INCLUDING BUT NOT LIMITED TO.STEEL/METAL SCREWS,THAT � GLAZING OPTION 'A' GLA$ING OPTION 'B' W04-04
COME INTO CONTACT WITH OTHER DISSIMILAR MAYERIALS SHALL MEET THE
:REQUIREMENTSOF THE FLORIDA BLDG. CODE. GI.A2ING OPTIONS
sheet 101 5
DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF
GLAZING OPTION 'A' GLAZING OPTION ' ' �"-"W
D ^1 {
WINDOW DIALS. SERIES 3040 WINDOW DIMS. SERIES 3002 Z $j
WIDTH' LENGTH E%r.(+) •INT.(-) WIDTH LENGTH E%T.(+) INT.(-)
(362.0 •62.0 19-1/8" 90.0' 120.0 L o zd
24' 62.0 62.0 24' 90.0 120.0 o.
26-1/2' 62.0 -62.0 26-1/2' 90.0 120.0
U
32° 62.0 _62.0 32• 90,0 120.0
37' 62.0 62.0 37' 90.0 120.0 3: %;iii O u
•.40' ) 62.0 _82.0 40' (3) 90.0 120.0 O
48' 62.0 62.0 46' 90.0 120.0 a O W LI
53-1/8" 82.0_ 82.0 53-1/8' '80.0 120.0 NDTF• K>�f
'60' 62.0 82.0 _ 60' 90.0 120.0 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED a<p
VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. $dJ�`8
76• 62.0 62.0 76' 90.0 120.0 q
19-1/8' 62.0 62.0 19-1/8' 90.0 120.0 Q 4
2462.0 62.0 24, 16 z
90.0 120.0 Q Z N
26-1/2' 62.0 62.0 26-1/2• 90.0 120.0 41 el
32• 62.0 62.0 32' 90.0 120.0 0
37" 62.0 62.0 37' 369D.0 120.0
40° (4) 59.8 59.8 40" (4) 90.0 .120.0 n
48° (<) 59.8 59.8 48" (a) 90.0 120.0 n
5.3-1/8 r 59.8 59.8 53-1/8' 90.0 120.0 a
60• 59.8 59.8 60" .90.0 120.0 v C) N n
1• 59.8 59.8 76" 90.0 120.0 a: Zp M
18-1/8" 62.0 62.0 19-1/8" 90.0 120.0 Z V M
24" 62.0 '62.0 24' _90.0 120.0 3
30E2
26-1/2° 62.0 62.0 26-1 2' 90.0 120.0
32" 62.0 62.0, 32/ 90.0 120.0 Z U
37" 62.0 62.0 37' 80.0 120A O la� I
50-5/8' SO-5/e.° 0-00 m '
40' 7(5) 57.4 57.4 40' (5) 90.0 120.0 O
z Z
•48" 47.8 47.8 48" 90.0 .120.0 "U O
53-1/8" 45.3 45.3' 53-1/8' 90.0 120.0 p o
55' 45. 3 45.3 60' 90.0. 120.0 2 N
19-1/8• 82.0 62.0 66'' 80.6 118.1 0
24" 62.0 '62.0 76" 70.0 76.4
26-1/2' 62.0 62.0 18-I/8' solo 120.0
32' 63" 62.0 62.0 24' 90.0 120.0 m
37• (6) 62.0 .62.0 26-1/2' 90.0 120.0
40' 57A 57.432' 90.0 120.0
44' 52.1 52.1J7' 63' 80.0 120.0 E M
19-1/8° 62.0 82.0 40° (6) 90.0 120.0 c ep
24' 62.0 62.0 48" 90.0 120.0 g
26-1/2' 76" 62.0 62.0 53-1/8' 90.0 120.0 PRODLI&RENB\\'IiD' '
32' (7) 62.0 62.0 60' 70.0 67.6 cis cumplyina wi011hc Florld9
Onildin9 Cmlo J4 � Y
3T 62.0 62.0 70• 70.0 64.4 Acct Imlc Nn + -O/..SQQ5���•O c at $g
O INDICATE N0.OF ANCHORS FOR 19-1/8' 90.0 120.0p8m'o7
SHOWN DIMENSION 24' 90.0 120.0
Y_�- -
26-1/2' 90.0 120.0 Mtnnd Dado rodnct Col"- Itrot� O
32' "76' 90.0 120.0
37' (7) 90.0 170.0 E"n9r.JAVAD AHLUD
40' solo 120.0 NOTE: ML
FLA.PE 1,70592 c
44' 88.5 M70.0
GLASS'CAPACITIES ON-THIS SHEET ARE CAN.3538 9
BASED ON ASTM E1300-09 (3.SEC..GUSTS).
ae•' 70.0 2014 0
�70.0 '
58' 70.0 drowing not.
(
-).SHOWNINDICATE
DIMENSION or ANCHORS FOR WO"-O'7
Sheet QOf•$
DESIGN LOAD CAPACITY-PSF, DESIGN LOAD CAPACITY- PSF DESIGN LOAD CAPACITY- PSFyi
GLAZING.OPTION 'A' GLAZING OPTION'D' GLAZING OPTION 'B' p.�
WINDOW DIETS. SERIES 3040 WINDOW DIETS. SERIFS 3062 WINDOW-DIMS. SERIES 3082
WIDTH LENGTH. EXT.(+) ,INT.(-) WIDTH LENGTH EXT.(+) INT.(-) WIDTH LENGTH' EXT.(+) 1NT.(-) 0
24" 62.0 62.0 24" 90.0 120.0 24" 90.0 120.0
JO' 62.0 62.0: 30' 90.0 120.0 30" 90.0 120.0 L
36" 62.0. 62.0 36" - 90.0 120.0 36" 90.0 120.0 : IL
42' 62.0 62.0 42° 90.0 120.0 42' 90.0 120.0
48° 52.0 62.0 48" 90.0 120.0 46° 72" 88.3 117.8 3 i5ii3 p
54" 24' 62.0 62,0 54' 24• 90.0 120.0 48" (6) 70.0 76.4 h
60• (2) 82.0. 62.0 80' (z) 90.0 120.0 54' 70.0_ 75.2 O
66' 62.0 62.0 66• 90.0 120.0 60" 70.0 67.8 NOTE( a
72° 82.0 62:0 72" 90.0 120.0. 61' 70.0 66.5 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED 0 Q
VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE.
78" 62.0 62.0 78' 90.0 120.0 24' 90.0 120.0 0 d) sa
84" 62.0 62,0 84' 90.0 120.0 30' 90.0 120.0 LL LL G
24' 62.0 62.0 24° 90.0 120.0 36" 90.0 120.0
30" 62.0 62.0 30' 90.0 120.0, 39" 84" 90.0 120.0 eFJI 5
36' 62.0 62:0 36• 90.0 120.0 42' (7) 70.0 76.4
42• 62.0 62.0 42' 90.0 120.0 48' 70.0 76.4 - n
48' _62.0 62.0 48° 90.0 120.0 53" 70.0 76.4
54 36" 62.0 62.0 54" 36" 90.0 120.0 24" 90.0 120.0
60' (3) 62.0 62.0 60' (3) 90.0 120.0 30• 90.0 120.0 a
66' 62.0 62.0 66' 90.0 120.0 34' "9B" 90.0 120.0 v uj
U N
72' 62.0 62.0 72" _ 90.0 120.0 36" (8) 70.0 76.4 3 20 n
78' 62.0 62.0 78". 90.0 120.0 42" 7b.0 76.4 z U M
24" 62.0 62.0 Be 90.0 120.0 46" 70.0 76.4 3
30• 62.0 62.0 24• 90,0 120.0 0 0O o
()INDICATE N0.OF ANCHORS FOR w O
36' ,62.0 '62.0 JO' 90.0 120.0 SHOWN DIMENSION X Z_a U N
d LQ
42' 48' 54.6 . 54.8 36' 90.0 120.0
48' (4) 47.8 47.8 42' 90.0 120.0 n
n
Z_
On
54' 47.8. 47.8 48' 90.0 120.0 )O
58' 47.8 47.8 '54• 48• 90.0 .120.0 0 .m-.
24' 62.0 62.0' 80' (4)' 90.0 120.0 Z N 000
30" 62.0 62.0 66• 90.0 120.0
36' 60' 62.0 62.0 69" .88.3 117.8 -
42' (5) 54.6 54.8 72" 70.0 - 76.4
46' 49.9 49.9 78" 70.0 76.4
24' 62.0 62.0 84" 70.0 76.4
.30' 72, 82.0 82.0 24' 90.0 120.0 tl o
36' (6) 62.0 62.0 30" 90.0 120.0 -• 9 0 j5R
39' 58.8 58.8• 36" 90.0 .120.0 H
24' 82.0 62.0 42' 90.0 120.0
30' ��) 62.0 62.0 48• 90.0 120.0 PRODUCT RENEWED H
33° 62.0 62.0 54" 60" 88.5 118.1 ns comp179lp Vri6I Tho l'InHAn
() IloildiliD Colo x{4 2 0
24' 96•' 62.0 82.0 55' S 88.9 115.9 A" "' ho-% _ QS c e g D$
30' (8) 62.0 62.0 60" 7b.0 87.6 N ZO��{' 'u o g
()'INDICATE NO.OF ANCHORS FOR 66' 70,0
SHOWN DIMENSION 7p• •70.0 67.6 MImnI Dade i'ro�hicl CouNo O
74' 70.0 67.6 .
Enyn JAVAD ARM
NOTE: . �
FIA,PE70592
GLASS.CAPACITIES ON THIS SHEET ARE GA..�s36
..BASED ON ASTM.E1300-09 (3''.SEC. GUSTS). $ b
0
7014 drawing no.
W04-04
sheet 3 of 5
TYPICAL ANCHORS METAL �v
113Y W000 BUCK SEE ELEV.FOR SPACING STRUCTURE WOOD BUCK
SEE NOTE ON SHEET 1 2OR
TYPICAL ANCHORS MIAMI—DAOE COUNTY APPROVED WOOD UCTURE
a•e I MUWON*k MULLION ANCHORS 3
y E+ ,.4.< SEE ELEV.FOR SPACING SEE SEPARATE NOA 0
CYO
i
01
I, II TYPICAL ANCHORS C)-
2 0
II tl 6 SEE ELEV.FOR SPACING TYPICAL ANCHORS `6663
SEE ELEV.FOR SPACING 3
II II
4Z 1`4
Ila Q��EF
TYPICAL ANCHORS: SEE ELEV.FOR SPACING
WOOD BUCKS AND METAL STRUCTURE NOT BY I.W.C. U ry
I, II MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/4" DIA. ULTRACON BY 'ELCO' (FU-177 KSI,FY-155 KSI)
uu
,I ,I AND TRANSFER THEM TO.THE BUILDING STRUCTURE. INTO 28Y WOOD BUCKS OR WOOD STRUCTURES ., a
I 1-1/2" MIN. PENETRATION INTO WOOD
II II THRU 18Y BUCKS INTO CONC. OR MASONRY #o z nne
,I ,I 1-1/4" MIN. EMBED INTO CONC. OR MASONRY v v M
z_
li DIRECTLY.INTO CONC. OR MASONRY 3 o
P. 4
OAfl, 1-1/4" MIN. EMBED INTO CONC. OR MASONRY Q Z W 0 o
_ a N74 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 3 a
R;
4 W i ' INTO METAL STRUCTURES Z m$
t�
'STEEL.: 12 GA. MIN. (Fy 36 KSI MIN.) ¢ p
=
W ALUMINUM : 1/B" THK. MIN:.(6063-75 MIN.) > D
II (STEEL IN'CONTACT WITH,ALUMINUM TO.BE PLATED OR PAINTED) z o 0
ZN0]
I' �I 410 SMS OR SELF DRILLING SCREWS .O
un -
'I INTO MIAMI-DADE COUNTY APPROVED CLIPPED MULLIONS (MIN. THK. = 1/8'
'I 'I (NO SHIM SPACE)
TYPICAL EDGE EDGE DISTANCE 8
I' I `o p
INTO CONCRETE AND MASONRY 1-1/2" MIN. � R
INTOWOOD STRUCTURE = 1" MIN.
INTO'METAL STRUCTURE = 3/4" MIN.
11 ,I 5
CONCRETE Pc - 3000 PSI MIN.
C-90 HOLLOW/FILLED.BLOCK f'm = 2000 PSI MIN. •• „„
2 o
SEALANT: s
7• �'i 'i:;' i ' s s ALL JOINTS AND FRAME CONNECTIONS SEALED WITH
OL SCHNEE MOREHEAD'.SEAM SEALER SM5504. U
EqJAVAD AHNAO i •�
CML j N
FLA.PE 170592 '
p CA.N. 5 °
° a. JUL 2014 § i
PRODUCTRENEWED v
° ns cmnplyL,D widl Il,e Florida 8 "
e ', TYPICAL ANCHORS s Aca: 1.cTTo A drawing no.
e.8 SEE ELEV. •.. ."P.. IYPICAF ANCHORS Pi10^ '� J 9
.'4, •.'a••• FOR SPACING ..,. I •.
SEE ELEV, lix¢fn;, , lu. ii y,9 W04-04
18Y.V, BUCK FOR SPACING �,,. -
SEE NOTE ON SHEET 1 UV
IJ,Bani Dade Nlndacl Can1O sheet 4 of 5
3.095 ITEM PART B QUANTITY DESCRIPTION -- MATERIAL HOP./SUPPLIER/REMARKS 4ftu
1 021-024 4 WINDOWFRAME 6063-TB � qi
2 021-020 4 GLAZING GLAZING STOP 6063-75 - Iloo O
.062 4 98 X 1' 2/CORNER ASSEMBLY SCREWS CRS PH SMS 0
6B6 5 015-008 2/LITE _SETTING BLOCK, 1/2'X 1/4"X I'LONG NEOPRENE FRANK LOWE,OUROMETER 85±5 SHORE A k
2031 6 015-007' AS REQD. GLAZING WEDGE _RIGID VINYL MASTER TOOL F a
1.031 7 015-006 AS REQD. •105'SPACER,AT 6"FROM ENDS k 12'O.C. POLYURETHANE FRANK LOWE a o
0 sr U
2.810 8
VVVO
FRAME C
TYPICALSEE EV O R O
FOR SPACING O:�I 3 .
1/4"MAX. 1/4'MAX. 4�it 10�
06Z
SHIM O SHIMS t/4"SHIM �Z�2
TYPICAL ANCHORS 61
31 C SEE ELEV. MAX,
t FOR SPACING
2
TYPICAL ANCHORS 2 O
SEE ELEV.
FOR SPACING J 19
n
W 10
GLAZING STOP
z
6 ,•F'
METAL 0
0 (JW M
STRUCTURE Y W000 eeUCK ? V>� 4
\ 3
WOOD STRUC Q p�
.. .. ..-r. .. .. ..
Po X _Z F 2 0
.600 I
—f 7 tev j 3 a m,^I,
...343� EXTERIOR WOOD BUCKS z K ~
oz^,
O.L.OFO. .'.: > 7 Uo N
WEDGE GASKET WINDOW WI z N m
o
4 .
MIAMI-DAOE COUNTYTYPICAL ANCHORS
APPR,D CUPPED MULLION SEE c n
n
ELEV.FOR SPACING °€
/ ..SEE SEPARATE NCA
PROOUCT•rRNV11
os e"mplyh:�r�RL the F1"rlda
BnSldinG Cod�4-
)714.09
Agor
—- - - - - - - Eng,:JAVAO AHMMD i •� 33
CML 1 \ 3
.. .. SCAN.�530592 e -
I.W.C:WINDOW WIDTH I.W.C.WINDOW WIDTH '
'.:SEE CHART FOR CAPACITYi SEE CHART FOR CAPACRY
14 drawing no.
1 1
FRAME CORNERS W04-04
sheet 5 o 5