HomeMy WebLinkAboutRevisions OFFICE USE ONLY: �q
DATE FILED: PERMIT#
REVISION FEE: RECEIPT#
" `- ^' :3 PLANNING &DEVELOPMENT SERVICES
BUILDING&CODE REGULATION DMSION
2300 VIRGINIA AVENUE
FORT PIERCE,FL 34982.5652
(772)462-1553 FAX(772)462-1578
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
1. LOCATION/SITE !,
ADDRESS: -Son-r-u4;, P1k� S112 coz/ te5c u5s-
CAA� 'qll 60+ 2 j Cana nl 15 �4 At- laf 30 Mehr or 3fs sz I2 A3
2. DETAILED DESCRIPTION OF PROJECT
REVISIONS:
Y'e(lcd c•i4 el AAGQ��
3. CONTRACTOR INFORMATION:
STATE of FL REG./CERT.#: ST.LUCIE COUNTY CERT.#:
BUSINESS NAME:
QUALIFIERS NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE(DAYTIME): FAX:
4. OWNER/BUILDER INFORMATION:
NAME: �( l s, IJ <r..0•e 2 �we
ADDRESS: 6$k6 QSjWrwe �rNig-
CITY: FC 33glQ STATE: i L ZIP:
PHONE: SC!-yz S- sb FAX:
5. ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE(DAYTIME): FAX:
Revised 07/22/2014
rck
REVI ^I 'O% N
RECEiV.
M IAM IDDADE 1VIIAiNU DADS COUNTY
p PRODUCT CONTROL SECTION
DEPARTNIENT OF REGULATORY AND ECONO1%,HC RESOURCES(RER) 11805 SW 26 Street,-Room 208
BOARD AND CODE ADA NISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) ,n►w.miamidade.gov/economy_
AWP Windows and Doors,LLC
8130 NW 741`Avenue
l7[edley,FL 33166 It r F :
SCOPE: (i � :ii-d�Z%' 1t) '-:-'Ski
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 prodt}ct 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"580"Aluminum Single Hung Window—N.I.
APPROVAL DOCUMENT:Drawing No.W96-38,titled"Series 580 AIum 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.,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: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 or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this'NbA 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. b lJ
The submitted documentation was reviewed by anuel:183y
C��cou
NTY
ING DIVISION
EVIEWED
�^ �e NOA No. 19-0722.07
MMIAMI DADS COUNTY i f REVIEWN L+�piratioll ate: November 14,2017
DATE ppr&� 1Date: October 02,2014
AN PE M T Page 1
MUEPT ON JOBOR
NO INON WILL BE'MADE
i
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 i
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 Entiy 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. FTL4568,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. (Scrbluitted ultderNOA#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 FBG,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. (Sctbrstitted un(ler•NOA#09-0316.10)
4. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Ai 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-vv/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)
iVlanueI Pejr4,P.E.
Product Cont rolLx miner
NOA No. 1722.07
Expiration Date: November 14,2017
Approval Date: October 02,201-4
- 7L-1
AWP Windows and Dool-s,LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (coNuNuED)
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-tip 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 #02-0507.06)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5th
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 Jawad 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 Tralite 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 rx,Y,6 X,P.E.
U Product Contrbl Esti finer
NOA No:�0722.07
Expiration Date: November 14,2017
Approval Date: October 02,2014
E-2
53 1/8' a
53 1/8" WINDOW WIDTH
WINDOW WIDTHIrnI
50 1/8"
50 1/8" TOP CORNERS OF D.L.OPG. (FIXED) O k ��
D.L.OPG. FIXED ARCH TOP WOWS.
(FIXED) TO BECURED
By SCREWS
13 5/aa
13 5/8' OR SPOT WELDING 1AAX. O o,o
FALSE AIUNTINS AIAX. �
(SURFACE APPLIED) 6'MAX. n 6"MAX. a
MAY BE USED\ HEAD I HEAD O n
`^ CORNERS CORNERS
'o
I .• I: I Q
—
Q Foe Wt1 �. 1
S
vti
o
1 Z
�..._..I-. II • = rj li II I to j z I 0
- Ir • m U N 4o I. m I rS I m
• f1 U N W .....__Il__ __ N $3 (o
n nx I ._. II II - o p
a l•1
1�IZ¢r0
cn
ur J
48 1/2"
D.L.OPG. D.L.OPG. o 3 Z rill
50 11/16" n u 50 11/16" •� w M W
VENT WIDTH VENT WIDTH Q a0 m
SERIES 580 ALUMINUM SINGLE HUNG WINDOW
\\ DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER TYPICAL ELEVATION
CHARTS SHOWN ON SHEET 2. TESTED UNITS
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE A
COMBINATIONS OF S.H./S.H. OR S.H. WITH OTHER WINDOW ° £
TYPES IN MODULES OF TWO OR MORE WINDOWS USING - S
MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN.
LOWER DESIGN PRESSURE FROM WINDOW OR MULLION APPROVAL v
WILL APPLY TO ENTIRE SYSTEM. -
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THEGLASS .2g o ry o• o iy
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY MONOLITIIIC > a-1.$
HURRICANE ZONE (HVHZ). 2
_...___.._
WOOD BUCKS BY OTHERS, MUST DE ANCHORED PROPERLY TO TRANSFER INSULATING GLASS
i NON IMPACT 1
LOADS TO THE STRUCTURE. ,_ m I j�II
ANCHORS SHALL BE AS USTEO, SPACED AS SHOWN ON DETAILS,ANCHORS Engr:JAVAD AHM.40
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CML PRODUCTRPVLSEID o I r II
FLA_PE /0592 .scumpl)dnywilhthoFlodda
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE CAtI. S.TB Building Cod.
NOT PART OF THIS APPROVAL. Acccptanco e II i
BA ir.11on Unle iy! +7 $
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE i
USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES By
✓ -�' drav+in no.
ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. 9
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT I COMPLYING WITH HVHZ REQUIREMENTS. - c1� /A Mlumi'Dnd.Product Control V
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE i INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET G1_ /14 -�� , W96-38 I
REQUIREMENTS OF THE FLORIDA BLDG. CODE. I�THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. sheet J of 5;
DESIGN LOAD CAPACITY - PSF __ _ DESIGN LOAD CAPACITY - PSF p �
WINDOW DMS. CIASS TYPE'A' CUSS TYPE'9' GLASS TYPE'C' WIND0W DIMS. CUSS TYPE'E' CLASS TYPE'If Ilfu
tiFA
WIDTH HEIGHT EXT,(+) IM.(-) EXT.(+) 1NT,(-) EXE.(+) INT.(-) ~E j, WIDTH HEIGHT EM.(+) 1NT.(-) FXT.(+) INT.(-)
19-1/8" 80.0 80.0 60.0 125.0 60.0 210.0 0 19-1/8` 56.7 210,0 60.0 210.0 °E
26-1/2" 60.0 80.060,0 125.0 60.0 179.7_ 3 26-1/2" __5647 201.9 60.0 201.9 0
37' 26" 00.0 _80.0 60.0 112.9 60.0 112.9 $ 37` 26" 56.7 144.6 60.0 144.6 B w
Q Q
42" (3) ISMO -.79.3 60.0 95.9 60.0 95.9 A V. 42' (3) 96,7 127.460.0 127.4 a F'o
48" 52.7 52.7 60.0 61.3 60.0 81.3 48" 56.7 111.5 60.0 111.5 U
53-1/8" 38.6 38.6 60.0 71.9 60.0 71.9 53-1/8' 56.7 100.7 60.0 1 100.7 G
19-1/8" 60.0 80.0 60.0 125.0 60.0 210.0 WINDOW WIDTH WINDOW WIDTH "WINDOW WINDOW WIDTH 19-1/8" 50.7 210.0 60.0 210.0 ®� 't
;
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 N
37" 38-3/8" 60.0 75.6 60.0 116.8 60.0 116.8 APPROVED CONFIGURATIONS J7" J8-3/8' 56.7 wos 60.o t3o.6 cy
0 g
-._..
42` (4) 56.3 56.3 60.0 102.9 60.0 102.9 42" (4) 56.1 111.9 60.0 115.1 0 C p
\ - J 48' 37.0 37.0_ 60.0 90.1 60.0 90.1 SHAPES SHOWN ABOVE OR SIMILAR qg^ 56.7 94,4 60.0 100.7
4444. (g��J N
53-1/8" - 60.0 81.4 60.0 81.4 53-1/8' 56.7 83.3 60.0 90.9 Q IL G
19-1/8" 60.0 80.0 60.0 125.0 60.0 171.3 19-1/8" 56,7 210.0 60.0 210.0 Z -
-
26-1/2" 60.0 _89.0 60.0 123.7 60.0 123.7 26-1/2" 56.7 165.0 60.0 172.8 w
... _ ._ .. .. .� 6444.. 4466_.6466
37" 50-5/8" 60.0 64.6 60.0.__._88..6 80.0 88.6 37" 50-5/8` 56.7 112,9 60.0 123.2
__-_.-_,__
60.0 76.0 60.0 78.0 IAB"-ANN.GLASS (TYPE W) 42" (5) 56.7 93.7 60.0 102.2
60.0 68.3 60.0 68.3 OR 48" 56.7 77.8 60.0 84.8 1
J/16"-ANN-CLASS(TYPE'B')
53-1/e' - - 60,0 61.7 60.0 61.7 OR 53-1/8` 56.7 67.9 fi0.0 74.1 3 I
19-I/8" 60,0 80.0_ _60.0 _125.0_ _60.0 183.8 3/16"-TEMP.CLASS(TYPE'C') 19-1/8^ 56.7 1B2_2 60.0_ 210.0 p J m
26-1/2" 60.0 80.0 6010 125.0 80.0 1J2.6 26-1/2` 56.7 143.8 60.0 177.9 I �
37" 59" 47.9 47,9 60.0 95.0 60.0 95.0 37" 59" 56.7 106.0 60.0 115.6 I= OO
4466 .__._. .___._.. 4444.... .........._.
6664.
42' (6) - - 60.0 63.7 60.0 83.7 m SILICONE 42" (6) 56.7 86.6 60.0 94.4 = p
6644... .. ............_ .... 4444.4444..
GE SCS 1000 -- --- - u
48" _ - - 60.0 73.2 60.0 73.2 in 48" 56.7 70.9 60.0 77.4
53-1/8" - 60.0 64.0 5040 66.2 ! 53-1/8" 56.7 1 61.5 60.0 67.1
zl Q�
19-1/8' 60.0 80.0 60.0 125.0 60.0 206.5 n g ;��� 19-1/8' 56.7 163.4 60.0 210.0 �^ ��am
26-1/2" 6040 76.7 60.0 125,0 60,0 149.0 - � 26-1/2' 56.7 134.8 60.0 166.6 �13 M
�
37' 63' _4_7.0 47.0 60.0_ 97.5 60.0 106.7_ 37" 63' 56.7 102.1 _60.0_ 113.4_ I o 0 3- m
42" (7) _- 1,60.0
6040 85.1 60•D 93.1 42` (7) 56.7__84.2_ _60.0__91,8 �.
48" _ _ - _60.0__71.9 _60.0_ 75.8 4g" 56.7 60.5 _60.0 74.7
53-1/8' - 62.7 60.0 65.4 53-1/8` 56.7 59.1 60.0 64.5 I
60.OV 74.6 60,0 125,0 60.0 175.2 19-1/0' 56.7 111.1 60.0 210.0 rn Q W
�L
6646.- .....__.. ............_...._. _ 4444 __.
26-1/2" 60.0 64,1 60.0 113.4 60.0 126.5 26-1/256.7 93.3 60.0 165.0
37" 74-1/4" - - 60.0 82.0 60.0 90.6 37" 74-1/4` 56.7 79.3 60.0 112.3
� 1/8"ANN.CLASS 1/8"TEMP. GLASS
42" (7) - - 60.0 74.8 60.0 79.8 42" (7) 56.7 70.J 60.0 89.0 c�B
1/4"AIR SPACE 1/4`AIR SPACE --'- C
_ 48" - - 60.0 65.5 60.0 69.8 48" 56.7 _63.6 _60.0 70.6
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 60.0 c
60.0 125.0 60.0 199.7 19-1/8" 56.7 107.1 60.0 210,0 0 3
.. .._____.... i
26-1/2' 110.2 60.0 144.1 SILICONE SILICONE 26-1/2" 56.7 88.0 60.0 181.2 -
76" -`�" `- CE-2800 GE-2800
37" - - 60.0 00.3 80.0 103.2 J7' 76° 56.7 76.5 60.0 112.3 y
(7) --- ALUMINUM ALUMINUM
42" - - 60.0 73.1 60.0 88.1 BOX SPACER i BOX SPACER i 42" (7) 56.7 68.4 60.0 89.0
..-__... ..._. ..__........._
48" - - 60.0 64.5 60.0 69.9 m ME m d8' 56.7 61.3 60.0 70.4
d
• NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. / �� • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. o o$Ie n o
U n O 9_
r
I
tt 1 t Engr.JAVAO AHMAO N�:
CIVIL PRODUCERBVISGD
\ FLA PE 70592 complyinClellhOlrFlorida
CAN,Y538 L•oilding Coda - '
NOTE: - -- \ Accel rp iol nn Da c
GLASS CAPACITIES ON THIS SHEET ARE GLASS TYPE. 'E' GLASS TYPE 'D'
OYL� Browing no.
BASED ON ASTM E13OO-09 (3 SEC, GUSTS) 1/2'OVERALL INSUL GLASS 1/2"OVERALL INSUL. GLASS minmP�rPro4elCm11tol 1
AND FLORIDA BUILDING COMMISSION EP 2 01
DECLARATORY STATEMENT DCAO5-DEC-219 GLAZING OPTIONS ��
sheat Qof 5)
TYPICAL ANCHORS METAL f
SEE ELEV. �c/l STRUCTURE
SPACING 1BY \ --------------------
FORAH I
W000 BUCK /-" f 1 ,c
m TYPICAL ANCHORS Ir it
_ °4 ° a ° a SEE SLAVS. 1 MULL-DADE COUNTY APPROVED I
_ Ed a ' ° ° a e I $ ¢ FOR SPACING I I MULLION & MULLION ANCHORS
G' SEE SEPARATE NOAEd
g d I I 11 P
_____ i_ _U______________u� o iu
__ ___ ________ CL
CLO u.'
- - ,- --1 TYPICAL ANCHORS ® Q C i SEE ELEVS. TYPICAL ANCHORS d1
19 FOR SPACING SEE ELEV. rg p j
FOR SPACING a y o
o I 9 WOOD BUCKS AND METAL STRUCTURE NOT BY AWP WINDOWS
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM -
ANO TRANSFER THEM TO THE BUILDING STRUCTURE. g
TYPICAL ANCHORS: SEE ELEV.FOR SPACING 13
1 I 1/4"-DIA. TAPCON BY 'ITW (Fu-125 KSI,FY-100 KSI) Z I 0
'� I 1/4' DIA. ULTRACON BY 'ELCO' (F-177 KSI,Fy-155 HSI) I= O
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES I Z0Z �p
Y + 4 OPTIONAL To 1-1/2" MIN. PENETRATION INTO WOOD z Q¢tD
'i 16 20 BOTTOM LATCH =�
THRU 1 BY BUCKS INTO CONC. OR MASONRY 3n M
4 f� 1-1/4" MIN. EMBED INTO CONC. OR MASONRY Q OD m
W '1 DIRECTLY INTO CONC. OR MASONRY Z z
5 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 3
a0
.�,
W ` „10
41.2 TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) y
23
REOD.FOR WINDOWS
1.- 12 i, INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") —�
I , -
VATH GLASS TYPES 1 ,' INTO METAL STRUCTURES -
D k E ONLY STEEL : 12 CA. MIN. (Fy = 36 KSI MIN.)
ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 8
o �I = Ed - ANCHOR EDGE DISTANCE o`__
B INTO CONCRETE AND MASONRY = 2" MIN.
INTO WOOD STRUCTURE - 1" MIN. c
INTO METAL STRUCTURE = 1/2" MIN. #
I
6 14 CONCRETE AT HEAD,SILL OR JAMBS i'e 3000 PSI MIN.
C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN. o$o
°149 sla
z
tz SEALANT: -''
ALL LOWER FRAME AND VENT CORNERS, AND HEADS-OF INSTALLATION
SCREWS AT SILL TO BE SEALED WITH ALUMINUM COLORED SEALANT, I li
^� SCHNEE MOREHEAD 5504 OR EQUIV. Engr:JAVAO ARMAD PRODUC'r12BV136D
4
FLk PE
C-AN'J 0592 °�complylug u'ilh the Florlde o
PADS' Building Code -72
r1 I-
° Qe o ArrepI=-No 14• Z.1 •- D I •Il r
4 e ONE 1/4" X 3/4" ADHESIVE CLOSED CELL FOAM PAD AT F_rpiralionDnw DI f -I11'i
x I a
EACH END OF FIXED MTG. RAIL. By� �`" "
d ° afi°mUDndrPrD Cl Control.' i drorving no.l
4 a - WEEPHOLES: P 01A b J W96-38I
° e W1 - 3/4" WEEP NOTCH AT EACH END —I
'E- :3_-7 5 1
• ITEM 0 PART 0 REQD. DESCRIPTION MATERIAL 2UNP./SUPPLIER/REMARKS u'
1 YE-169 I FRAME HEAD 6063-T6 ~'�+ M
2 YE-167 I FAAA4E SILL 6063-TG -
—__—... ._ m m
3 YE-102 2 FRAME JAMB 6063-T6 - O
4 YE-152 1 FIXED RAIL 8063-T6
5 YE-151 I VENT TOP RAIL 6063-T6ol- h I�
6 YE-168 1 VENT BOTTOM RAIL 8063-T6 - O
7 YE-92 2 VENT JAMB 6063-T6 - f(
8 - AS RECD. GLAZING BEAD ALUMINUM ROLL FORVEO
9 YH-528 2 VENT SASH STOP,3'LONG RIGID VINYL -
10 - 2/VENT BLOCK&TACKLE BALANCE - - O W'
�\ 11 YH-505- 2/VENT BALANCE CUP ALUMINUM - (�CLQ C
_ 12 YH-622 AS REQD. BULB WSTRIPPING VINYL SINGLE ROY! C.3
13 YH-4004 AS REQD. FIN SEAL 1Y'STRIPPING.187 X.250 WOOL ULTRAFAB
TYPICAL ANCHORS 14 YM-504 2/VENT SPRING LOADED VENT LATCHES NYLON/CELCON AT 13"FROM ENDS
SEE ELEV,
`----. ..YM-50._._...... _. ..---.__-----... .----'- � -tn
I.IVJ,11-DADE COUNTY FOR SPACING 14A YII-515 2/VENT SWEEP LOCKS ZAMAK AT 11"FROM ENDS
APPROVED MULLION
SEE SEPARATE NOA 15 YF-1 a FRAME ASSEMBLY SCREWS(010%3/4') _ CRS PLATED,PH SUSQ tJ
16 YF-10 2/VENT FIXED RAIL SCREWS(08 X I-) CRS CAD PLATED.PH SATS
IJ YF-12 6/VENT VENT ASSEMBLY SCREWS(08 X 1-I/4') CRS CAD PLATED,PH SA15
19 YF-6 I/CLIP 010 X 1/4"PH SMS POINT B
Ij II 20 YF-14 2/LOCK SWEEP LOCK SCREWS(08 X 5/8') - OH 51.15 o
I I � 21 YC-155P 2/VENT SELF ADHESIVE PAD(.375'%.31"%.75'
I
------' L 22 YH-519 2/VENT BALANCE CAM PLASTIC
... .__. . .__ _.. .... ..._..____...._-. z p
1 `I 23 YH-590 1 REINFORCING BAR(REQD.FOR INSUL GLASS ONLY) STEEL HRB93 _!O
I I 24 - 2/VENT SASH STOP(1"X I-1/4"X 1/16-) ALUMINUM ON 74-1/4"HIGH ONLY d'p Q
to
2/LITE SETTING BLOCK EPDM DUROMETER SOt5 SHORE A z
ih =
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iO Z 3 4- f0
WINDOW WIDTH WINDIIW WIDTH I 3 Z 'w
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'
IllyI Q m�
WOOD BUCKS ��
I/4•MAX, TYPICAL ANCHORS
TYPICAL ANCHORS 1/4•SH114 SEE ELEV.
FOR SPACING
-- SEE ELEV. SHIM MAX. TYPICAL ANCHORS
FOR SPACING VENT WIDTH
SEE ELEV.
13 D.L.OPG. i�; FOR SPACING
\ CC
7 22 y e I/4•SHUT / o N
/ a w
10 ._.. _............. ...... . NAX. \W2R
STRUCTURE Y WOpD BUCK C
METAL ---- OO STRUCTURE m "s
- -
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1
21 W �--..__.___ a_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ______-_-__________-_
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I l 4 w a
EXTERIOR :� I
t
3 En9r.JAVAD AHMADI o 11 1
D.L.OPG. CML PILODUC.T REVISUD a
mmnMlYlo6 Wilh the Plmlda
FLA.PE 0592
C.A.N. BnildfnD Code
Acccptmtcc Non&,V
WINDOWWIDTHBapirotipt Daleb _.
tinn Dnel(o�IgF,I 'UnVol rdrowng n0no.
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.860
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14
0
1.437
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FIXED RAIL �_-----j
m
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.8121
I
VENT TOP RAIL
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1.562 .625 G A o y 3 l`
w OJ v
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FIX. RAIL REINF. - l twit Q 07�
3-125 � •055 / O
z.ss3 -
1.1zs� o �®
2.687
(/ 3/4-WEEP NOTCH /
TOT
J 055 812 AT EACH END OF /•
-_/ 1.070 '{ SCREEN RETAINING LEGi In
I I
-1 '812 F-- •6117 S.H. VENT CORNER DETAIL
VENT BOTTOM RAIL VENT SIDE RAIL
S.H. FRAME CORNER DETAIL ° °c
.055 .055 1.292
3.027 2.104 Enyr.JACM AHAV.0 :mplyins%%it Ili. I o
3.527 �' FLk PE 1 70592 i C1ll0 0 C'odc nth IIIc Florida c
L Juildi0 j B.
CAN.3 .\KiP1MM N0 'O� 4 1
.812 F_�piroliml I
U �g I �
11 �
--1.179 hlianl�ada Product CuMral drowing no.`
" pt I W96-38
I.fi 17
FRAME SILL FRAME JAMB sheet 5oT 5
0