HomeMy WebLinkAboutRevisions a
, Osas�
OFFICE USE ONLY: File, Copy
DATE FILED:- 5\-�1�1 PERMIT# I7 C)a-d`SaS
REVISION FEE: , RECEIPT# ' .
PLANNING & DEVELOPMENT SERVICES
® � BUILDING&CODE REGULATION DIVISION
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 8525 Lidflower Court Savanna Club
ADDRESS:
2. DETAILED DESCRIPTION OF PROJECT
REVISIONS:
Add window to shed wall h
.' 0.
3. CONTRACTOR INFORMATION:
STATE of FL REG./CERT.#: S C C 13115 0 5 8 6 ST.LUCIE COUNTY CERT.#: 2 5 5 8 4
BUSINESS NAME: MaStpr Craft Aluminum Pr_ndurts
QUALIFIERS NAME: Jeff Taakman
ADDRESS: 1634 SE Ni meyer Circle
CITY: Port St. Lucie STATE: FL ZIP: 34952
PHONE(DAYTIME): 3 3 5-117 7 _ FAX: 3 3 5-0 8 6 0
4. OWNER/BUILDER INFORMATION:
NAME: Roleigh HacJq tt
ADDRESS: 8525 Tj df l nw.pr _
CITY: pert St Lucite STATE: FL ZIP: 349S.2
PHONE: 315-250-3434 FAX:
5. ARCHITECT/ENGINEER INFORMATION:
NAME: Suncoast Aluminum Engineering LLC _
ADDRESS: 1363-0 93-t- Strept_Nnrth #101
CITY: C 1 e a rw-a-ter STATE: g, 3 .-7 6D---- -
PHONE(DAYTIME): Wi2--7--5-2-90-9{ FAX: -�27-522-•9-008------
Revised 07/22/2014 rowEVI "" 10N
r
Suncoast Aluminum Engineering, LLC
CA 28841
RECEIVED MAY 0 8
File Copy
u J fi S
April 26,2017 r•
AA �
x ��A ,
s Jd
Re: Haggett
-- —"- -8525-Lidflower Court— --
Port St Luicie, FL 34952
To whom it may concern,
A 37'x 37 3/8 window-NOA 14.0722.07-may be added to a wall that does not contain a door.
Sincerely, N��
No.46043
Thomas P Arnett, P.E.
FL#46043
STATE OF ,•�C/��
��'�`� FC OR10 P• ����
rill
13630 581h Street North,Suite 101, Clearwater, FL 33760
727-532-9000 727-532-9008(Fax)
t
RECEO#D VjAy 0 g 1Qty
Miami-Dade County Building
Product Information for N.O.A. 14-0722.07
File Copy
NOA `
14-0722.07 (library/producfcontro!/noa/14072207.pdf)
Superseded—By ,
File Status File Approved
File Classification High velocity hurricane zone , e
Category Windows
Subcategory Double Hung Single Hung
Material Aluminum
Applicant AWP Windows and Doors, LLC(pc-result detail app.asp?app alias=102671)
Expiration—Date November/14/2017
Impact—Rate [None]
Maximum—Design—Pressure—Positive 60
Maximum_Design_Pressure_Negative 210
Description Series"580"Aluminum Single Hung Window-N.I.
Green—Sustainable—Attributes NONE
For a detailed description on the File Status,click the NOA File Status Key.(/building1w-result key app.asp)
Page Last Edited:Wed Jan 25,2017 10:40:27 AM
Mg IAM NDADE
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File CoPy
M CAM 1'�ADE MIAiMI-DADE COUNTY
e PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room'208
BOARD AND CODE ADNIINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) wnvw.miamidade.gov/economy
AWP Windows and Doors,LLC
8130 NW 741''Avenue
Medley,FL 33166
SCOPE:
This NOA is being issued tinder 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.
DESCPJPTION: Series "580"Aluminum Single Hung Window—N.I.
APPROVAL DOCUMENT:Drawing No.`V96-38,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.,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 NOS,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.
A NOA No. 14-0722.07
t k
httgrtt•�/aDE COUNTY Expiration Date: November 14,2017
Approval Date: October 02,2014
lK � Page 1
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 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'/z"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. (Stibiiiitted trytderNOA#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. (Sub►sutted cui(lei-NOA#09-0316.10)
4. Test reports on: 1)Ail 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 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) FF _
Mai I Perrii;P.t.
Product Control E'xq.6.
NOA No. l�'F,6722.07
Expiration Date: November 14,20
Approval Daie: Ociober 02,2:01'
E-1
r
A-VVP Windows and Doors,LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTLNUED)
5. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 2.02-94
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 #02-0507.06)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5`t'
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
i
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 wro,P.E.
r ;
Product Control Esaniiner
NOA No"1440722.07
Expiration Date: November 14,2017
Approval Date: October 02,2014
E-2
I�—t lira
53 1/8" II
53 1/8" WINDOW WIDTH
WINDOW WIDTH
50 1/8-
50 1/8" TOP CORNERS OF D.L. OPG. (FIXED) Q F.
D.L. OPG. (FIXED) ARCH TOP VIDWS. Z
TO BE SECURED 13 5/8"
w
BY SCREVIS 0 0 10
13 5/8" OR SPOT VYELOING lAAX. {{0 C o 0
FALSE 61UNTID) AIAX. O W Icy
(SURFACE.APPLIED) 6"A1AX. �1 6" AWC. Q,
ANY 8E USED\ HEAD \HJ HEAD
(p` CORNERS r CORNERS ®U <
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IF� ®0hbi IS
rx
I
;off
IT
jv
S
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n O C) Cry II II
Z
M
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48 1/2" mw 48 1/2"
D.L. OPC. ef D-L- OPC- rc 'n 3 Z n
o
50 11/to" ,.r 50 11/16'. n u a M owJ
VENT WIDTH VENT YRUM N Q to
SERIES 500 ALUMINUM SINGLE HUNG WINDOW
DESIGN LOAD RATINGS FOR THESE.WINDOWS TO BE AS:PER -TYPICAL ELEVATION
CHARTS SHOWN ON SHEET 2. _ TESTED UNITS
APPROVA:APPLIES TO SINGLE UNITS OR SIDE BY SIDE
COMBINATIONS OF S.H./S.H. OR S.H. WITH OTHER WINDOW o
TYPES IN MODULES OF TWO OR MORE WINDOWS USING t: Q
MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. o gl
LOWER DESIGN-,PRESSURE FROM WINDOW OR MULLION APPROVAL
WILL At:FLY TO ENTIRE SYSTEM.
THIS PRODUCT.HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY �- -
0 0 o r o
MONOLITIIIC GLASS •5 g
HURR;CANI°.'ZONE (HVHZ). I m -o m _
WOOD BUCKS BY OTHERS,,MUST BE ANCHORED PROPERLY TO TRANSFER INSULATING GLASS
LOADS TO THE STRUCTURE. NON IMPACT
ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN.ON DETAILS, ANCHORS I l o '
Engr.,AVAO AIIMAD
E.MBzQMEF;?TO SASE MATERIAL SHALL 8E BEYOND WALL DRESSING OR STUCCO. � CIVIL
PRODUCT RBVISBD
FLA.PE 70592 as complying with tho Floddo o
ANCHORING.�OA LUADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE AE
Building Coda
NOT FART OF THIS APPROVAL. _ Acc<ptoncc No j 7 G7 I y I s L
Bs irnitonUnlc "'/_;',�- �r7
A L01O DURATION INCREASE IS USED IN DE31GN OF ANCHORS INTO WOOD ONLY. I INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRE— S THE
Ai.L SHIM° TO DC HIGH IMPACT, NON_M TALLIC AND PAN—CCMPRF-SSIBI.E. USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES By
� I � drawing no�
COMPLYING WITH HVHZ REQUIREMENTS. Miunp Dnde Product CoIWol
MAT:C.°IALS !NCt-UDINC BUT NOT.LIMITED TO'STEEL/METAi.SCREWS, THAT - �Q / '-✓ W96-38
I INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET L' i
CC!Mc-INTO CONTACT WITH FLORIDA' DISSI CODE:dATEF`hLS SHALL MEET THE _I
THE rt:On.�BLDG. CQbF... .. i THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. 'sheet)of 5 ;
DESIGN LOAD CAPACITY - PSF _ _ DESIGN LOAD CAPACITY - PSF
WINDOW DIMS. CLASS TYPE'A' GLASS TYPE W GLASS TYPL,
E'C' WINDOW DIMS. GLASS TYPE'E' CLASS TYPE'D' Il 4
WIDTH HEIGHT EXT.(+) ANT.(-) EXT.(+) ANT.(-) EXT.(+) INT.(-) i W1OTH HEIGHT EXT.(+) ANT.(-) EXT.(+) INT.(-) - �
19-1/8" .60.0 80.0 60.0 125.0 60.0 210.0 ul 19-1/8 56.7 210.0 60.0 210.0 j
26-1/2" 60.0 80.0 60.0 125.0 60.0 179.7L __- 26-1/2" 5.6.7 201.9 60.0 201.9
37" 26" G0.0 80.0 60.0 112.9 60.0 112.9 i 37' 26" 56.7 144.6 60.0 Id4.6
-60.0 -.9 N N V 42" (3) 56.7 127.4 60.0 127.4 O o IL o 42' (3) 6G.0 79.J 60.0 95.9 60.0 95.9 s
48' 52.7 52.7 60.9 81.3 60.0 81.3 48" 5G.7 111.5 60.0 .111.5 0 W 1r �
_ ___ _ _ _ _. _. --__ ..__.._. __ y!
53-1/8". 80.0 80.0 60;0 - 25. 60.0 71.9 I � I � I_ J � 59-I/8" 56.7 210.0 60.0 210.0 Q a LL•I
19�-1/8" 60.0 80.0 60.0 125.0 60.0 210.0 VIIND01'1 YIIDTH A4INDOYI WIDTH Y1INOOW WIDTH 1YINOOW WIDTH 19-1/8" 56.7 210.0 60.0 210.0 ®� y i
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 u O M
37" 38-3/0" 60.0 75.6 60.0 116.8 60.0 116.8 37" 38-3/8" 56.7 130.6 60.0 130.6 ®'C�19 0
APPROVED CONFIGURATIONS o.<< N
42" (4) 56.3 56.3 60.0 102.9 60.0 102.9 42" (4) 56.7 111.9 60.0 115.1 ® O
--- SHAPES SHOWN ABOVE OR SIMILAR -- 00 1'-
78" 37.0 37.0 60.0 90.1 60.0 90.1 4B" 56.7 94.4 60.0 100.7 y p A
-- - - - -- ------60.0 53-1/8" 56.7 83.3 60.0 90.9 W�+
53-I/8" - 60.0 81.4 60.0 81.4 Z o
19-1/8" 50.0 80.0 60.0 125:0 60.0 171.3 19-1/8" 56.7 210.0 60.0 210.0 _
26-1/2" 60.0 90.0 60..0 123.7 60.0 123.7 26-1/2" 56.7 165.0 60.0 172.8 B w
37" 50-5/6 60.0 64.G '.50.0 88.6 60.0 88.6 37" 50-5/8" 56.7 112.9 60.0 123.2
42" (5) - - 60.0 78.0 60.0 78.0 IAB"-ANN. GLASS (TYPE 'A') 42" (5) 56.7 93.7 60.0 102.2 ^i
d8" - - 60.0 68.3 60.0_ 68.3 OR 48" 56.7 77.8 60.0 84.8
J/16"-ANN.GLASS (TYPE-B')
53-1./8" - - 60.0 61.7 60.0; 61.7 OR 53-1/8" 56.7 67.9 60.0 74.1 3 J I
19-i/G" 60.0 80.0 60.0 125.0 60.0 183.8 3/16"-TEMP. GLASS (TYPE 'C-) 19-1/8" 56.7 182.2 60.0 210.0 Oo J
26-1/2" 60.0 60.0 60.0 125.0 60.0 132.6 26-1/2" 56.7 143.8 60.0_ 177.9 15 in
37" 59" 47.9 47.9 60.0 95.0 60.0 95.0 w 37" 59" 56.7 106.0 60.0 115.6 O
.... .___.... Z
42" (6) - - 60.0 83.7 GO.0 83.7 m GESILISCSE 1000 42" (6) 56.7 86.6 60.0 94.SLr
4 = p,
48" - - 60.0 73.2 60.0 73.2 z ym 48" 56.7 70.9 60.0 77.4 O j
53-1/8" - - 60.0 64.0 60.0 66.2 ] ! 53-1/8" 56.7 61.5 60.0 67.1 Z Z ¢�
m � / ¢ _
19-1/8" 60.0 80.0 60.0 125.0 60.0 206.5 n 8 ;� 19-1/8" 56.7 163.4 60.0 210.0 N �F M
26-I - r
26-1/2" r 76.7 60.0 125.0 60.0 149.0i' /2 56.7 134:8 _60.0 166.6 3 n M I
J m
37" 63. 47.0 60.0 97.560.0106.7 37" 63" SG.7 102.1 60.0 113.4 Z42" (7) - 60.0 85.1 60.0 93.1 I 42" (7) 56.7 84.2 -60... 91.8.... ...... -48" - 60.0 71.9 60.0 75.8 t 48" 56.7 68.5 60.0 74.7p 53-1/8" - 60.0 62.7 60.0 65.4 \ 53-1/8" 56.7 59.1 60.0 64.5 .1 Q
19-1/8" 60.0 74.6 60.0 125.0 60.0 175.2 ` 19-1/6" 56.7 111.1 60.0 210.0 l 1
_.....__. ......... ..__..._..............__._ __.... . _-_. `-- -�
26-1/2" 60.0 64.1 60.0 113.4 60.0 126.5 26-1/2" 56.7 93.3 60.0 165.0
37" 74-1/4" - - 60.0___82.0. ....._-- I/8"60.0 90.6 ANN. GLASS I/8" TEMP. CLASS 37" 74-1/4" 56.7 79.3 60.0 112.3
__.___- _.._
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 ,7 -_63 0,y
48" - - 60.0 65.5 60.0 69.8 d8" 56.7 G3.G 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
1,9-1'/8" - - 60.0 125.0 60.0 199.7 19-1/8" 56.7 107.1 60.0 210.0 p
-. - 60.0 110.2 60.0 144.1 SIUCONE _ SILICONE 26-1/2" 56.7 88.0 60.0 161.2 ?
...___._.-_._ ---._. .._.__ -
76" -" GE-2B00 GE-2800
_ 3%" (7) - 60.0 80.3 60.0 103.2 37° 76' 56.7 76.5 G0.0
ALUMINUM ALUMINUM - o i
I 42' - - 60.0 73.1 60.0 88.1 BOX SPACER F BOX SPACER 42" (1) 56.7 68.4 60.0 89.0
. ...............__...._. .._._..- . ---Vie" - - 60.0 64.5 60.0 69.9 m m 48" 56.7 61.3 60.0 70.4 a- v
11 NO. IN PARE14THESIS INDICATE NO. OF ANCHORS PER JAMB. 'm v� vmj • N0. IN PARENTHESIS INDICATE N0. OF ANCHORS PER JAMB.
N\I \raj �
a o _
, C
I1 tt`\ 7 Engr.JAVAO AHMAD o
25 O \ 28 CIVILw ODUCi'RRV o
Ft0. ca PE 7o5s2 conlPlyinp Tv(Ih d Olce Florida
CA.N, 7538 Uuildinp Coda �, a
NOTE: A2�,01
Unprolon DiduGLASS CAPACMES ON THIS SHEET ARE �hq$S Eyp GLASS TYPED' :J Jr_DY.It �BASED Ot ASTA.4 E1300--09 (3 SEC. GUSTS) 1/2"OVERALL INSUL.GLASS 1/2"OVERALL INSUL. GLASS n7inn,Yua ePrwlocl6111f1AIND FLO,RIDA BUILDINC COMMISSION JDECL,,RAIORY STATEMENT CCA05-DEC-219 GLAZING OPTIONS ;sheet 2of 5 -
�_---i�TYPICAL ANCHORS METAL I
• - SEE EIEv. ! ° < .li STRUCTURE `YF�
FOR SPACiNC {� 16Y
4700D BUCK F_________________-1
o TYPICAL ANCHORS r i
'd..° Ed a - \ a SEE ELEVS. I I MULIIONA&E COUNTY APPROVED
MULLION ANCHORS I I z �
a //\ o FOR SPACING I I
° ° Ed 1f� \ems I SEE SEPARATE NOA I 0
NO3 Ed II f n I!
�� i _ _____11
i�
°o
TYPICAL ANCHORS ® Q
SEE FOR SPACING TYPICAL SANCELEV. ®N p
'j I yl FOR SPACING 3 ,�
za I6 z In
9 WOOD BUCKS AND METAL STRUCTURE NOT BY AWP WINDOWS
" MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 11 n
AND TRANSFER THEM TO THE BUILDING STRUCTURE. I -
6 y 'o
I TYPICAL ANCHORS: SEE ELLV.FOR SPACING
1/4".DIA. TAPCON BY 'ITW' (r=125 KSI,Fy=100 KSI) z O
1/4" MA. ULTRA_CON BY 'ELCO' (F-177 KSI, Fy-155 KSI) I i
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES >
-T----- I I I OPTIONAL TO Z Q'o
v_ '� 16 70 4)60rrGM LATCH 1-1/2" MIN. PENETRATION INTO WOOD .N ¢m
a d THRU 18Y BUCKS INTO CONC. OR MASONRY
1-1/4" MIN. EMBED INTO CONC. OR MASONRY a O n J n
3 a FJ O L�
i G; I•) DIRECTLY INTO CONC. OR MASONRY Z z in
Fi 5 1-1/4" MIN. EMBED INTO CONC. OR MASONRY I 3 0� n
W (GRADE 5 CRS)N12 TEKS OR SELF DRILLING SCREWS a 1)0
23 I " N II Qco z
I 12 i � I INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") �_S::
REOD. FOR VIINDOWS I
WITH GLASS TYF"S I ' I� - INTO METAL STRUCTURES
0 k E ONLY 1 I/l n. STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.)
ALUMINUM : 1/8"T THK. MIN. (6063-T5 MIN.)I g
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
F p t:i z A
Ed = ANCHOR EDGE DISTANCE 0.w w a
INTO CONCRETE AND MASONRY = 2" MIN.
> INTO WOOD STRUCTURE = 1" MIN.
INTO METAL STRUCTURE = 1/2" MIN. w a
1 I 6 I is CONCRETE AT HEAD,SILL OR JAMBS Pc = 3000 P51 MIN.
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ITEM PART y REOD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS
1 YE-169 I_ FRAME HEAD 6063-TG - n
2 YE-167 1 FRAME SILL 6063-TG - --
3 YE-102 2 FRAME JAMB 6063-T6 - ----.---- � � j
4 YE-152 I FIXED RAIL 6063-T6 e
............... O
5 YE-15) 1 VENT TOP RAIL 6063-T6 -
6 _ -YE-168 1 VENT BOTTOM RAIL 8063-T6 - ® V
7 YE-92 2 VENT JAMB 6063-T6 -
8 - AS REDD. GLAZING BEAD ALUMINUM ROLL FORMED
9 YH-528 2/VENT SASH STOP,3"LONG RIGID VINYL -
10 - 2/VENT BLOCK h TACKLE BALANCE - - ®,p W M o
11 YH-505 2/VENT BALANCE CLIP ALUMINUM - 00'
,12 YH-622 AS REDD. BULB W'STRIPPING VINYL SINGLE ROW! ®N pl'p
13 YH-4004 AS REDD. FIN SEAL W'STRIPPING.187 X .250 WOOL ULTRAFAD W;
TYPICAL ANCHORS t4 YH-504 2/VENT SPRING LOADED VENT LATCHES NYLON/CELCON AT 13"FROM ENDS IL Z io
SEE ELEV. _.___: ...._,,--_ .--... -_____.IAIAKII-DADE COUNTY 14A YfT-`1" 2/VENT SWEEP LOCKS ZAMAK AT I I"FROM ENDS MMAPPROVED MULLION FOR SPACING
SEE SEPARATE NOA IS YF-1 8 FRAME ASSEMBLY SCREWS(R 10 X 3/4") CRS PLATED,PH SIAS
16 YF-10 2/VENT FIXED RAIL SCREWS(AB X I") CRS CAD PLATED,PH SKIS
17 YF.12 6/VENT VENT ASSEMBLY SCREWS(#B X 1-1/4") CRS CAD PLATED,PH SKIS
._..19 YF-6 1 CLIP ____........._.--.-_-............. _
/ #10 X 1/4"PH SIAS POINT B - .... ..........
II II 20 YF-14 2/LOCK SWEEP LOCK SCREWS(#8 X 5/8") - OH SIAS z J
21 VENT -- —— -2/VE SELF ADHESIVE PAD(.375"X.Ol"X.75") FOAM �
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BCIS Home j Log In 1 User Registration Hot Topics t Submit Surcharge Stats&Facts Publications ; FBC Staff j BCIS Site Map Links Search
r nr'u�
' usea P IiAupproval
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Product Approval Menu>Product or Application Search>Application Lis[>Application Detail
FL# FL12769-R7
Application Type Revision
Code Version 2014
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary. _
Comments
Archived
Product Manufacturer JELD-WEN
Address/Phone/Email 3737 Lakeport Blvd
Klamath Falls,OR 9
(800) 535-3936g„
fbcl@jeld-wen.com
Authorized Signature Kaede McLaughlin
fbcl@jeld-wen.com
Technical Representative JELD-WEN Corporate Customer Service
Address/Phone/Email 3737 Lakeport Blvd.
Klamath Falls,OR 97601
(800) 535-3936
customerserviceagents@jeld-wen.com
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation&Management Institute
Validated By National Accreditation&Management Institute
Referenced Standard and Year(of Standard) Standard Year
ASTM E330 2002
ASTM E331 2000
TAS 202 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 10/20/2016
Date Validated 10/23/2016
Date Pending FBC Approval
Date Approved 10/30/2016
Summary of Products
FL# Model,Number or Name Description
12769.1 Contours Steel,Wood Edge Full Lite,Inswing Door w/or w/out Sidelites, 12'-0"x 6'-8"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL12769 R7 C CAC NI009887-R4 C ertificate.pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 03/31/2020
Design Pressure: +55/-55 Installation Instructions
Other: Product Can Be Installed In The X,OX/XO,OXO, FL12769 R7 II A008730 SS 2013-09-08.1)df
XX,OXX/XXO, and OXXO Configurations Per Installation Verified By: Hermes F. Norero Florida PE No. 73778
Instructions.Since product does not meet water infiltration Created by Independent Third Party: Yes
requirement for HVHZ, it must be installed per overhead Evaluation Reports
requirements as identified in Sec.4410.2.3.2 of the Florida FL12769 R7 AE PER3791.1)df
RBC. Created by Independent Third Party: Yes
12769.2 Contours Steel,Wood Edge Full Lite,Inswing Door,w/or w/out Sidelites, 12'-0"x 6'-8"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL12769 R7 C CAC N1009887-R4 C ertificate.pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 03/31/2020
Design Pressure: +66/-66 Installation Instructions
Other:Product Can Be Installed In The X,OX/XO,OXO, FL12769 R7 II A008730 SS 2013-09-08.odf
XX,OXX/XXO, and OXXO Configurations Per Installation Verified By: Hermes F. Norero Florida PE No. 73778
Instructions; and Must Be Installed With Surface Bolts.Since Created by Independent Third Party: Yes
product does not meet water infiltration requirement for Evaluation Reports
HVHZ, it must be installed per overhead requirements as FL12769 R7 AE PER3791.pdf
identified in Sec.4410.2.3.2 of the Florida RBC. Created by Independent Third Party: Yes
12769.3 Contours Steel,Wood Edge Full Lite,Outswing Door,w/or w/out Sidelites, 12'-0"x 6'-8"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL12769 R7 C CAC NI009887-R4 Certificate.pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 03/31/2020
Design Pressure: +55/-55 Installation Instructions
Other: Product Can Be Installed In The X,OX/XO,OXO, FL12769 R7 I1 A008731 SS 2015-10-03.pdf
XX,OXX/XXO, and OXXO Configurations Per Installation Verified By: Hermes F. Norero Florida PE No. 73778
Instructions.Since product does not meet water infiltration Created by Independent Third Party: Yes
requirement for HVHZ,it must be installed per overhead Evaluation Reports
requirements as identified in Sec.4410.2.3.2 of the Florida FL12769 R7 AE PER3792.1)df
RBC. Created by Independent Third Party: Yes
12769.4 Contours Steel,Wood Edge Full Lite,Outswing Door,w/or w/out Sidelites, 12'-0"x 6'-8"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL12769 R7 C CAC N1009887-R4 C ertificate.ndf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 03/31/2020
Design Pressure: +66/-66 Installation Instructions
Other:Product Can Be Installed In The X,OX/XO,OXO, FL12769 R7 II A008731 2015-10-03.pdf
XX,OXX/XXO,and OXXO Configurations Per Installation Verified By: Hermes F. Norero Florida PE No. 73778
Instructions; and Must Be Installed With Surface Bolts.Since Created by Independent Third Party: Yes
product does not meet water infiltration requirement for Evaluation Reports
HVHZ, it must be installed per overhead requirements as FL12769 R7 AE PER3792.pdf
identified in Sec.4410.2.3.2 of the Florida RBC. Created by Independent Third Party: Yes
12769.5 Contours Steel,Wood Edge Half Vent Lite Outswing Door,3'-0"x 6'-8"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL12769 R7 C CAC NIO11489-R1 C ertificate.pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 01/31/2020
Design Pressure: +55/-55 Installation Instructions
Other:Product meets water infiltration requirements for FL12769 R7 II A009078 SS 2013-02-28.pdf
HVHZ Verified By: Hermes F. Noreru Florida PE No. 73778
Created by Independent Third Party:Yes
Evaluation Reports
FL12769 R7 AE PER3793.pdf
Created by Independent Third Party: Yes
12769.6 Contours Steel,Wood Edge Full Lite,Outswing Door,er/or w/out Sidelites,9'-0"x 6_i
Limits of Use Certification Agency Certificate
Approved for use in HV>It: Yes FL12769 R7 C CAC NI011352-R1 Certificate.pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impart Resistant: No 12/31/2020
Design Pressure: +50/-50 Installation Instructions
Other: FL12769 R7 II A008496FL.Ddf
Verified By: Hermes F. Norero,P.E.73778
Created by Independent Third Party: Yes
Evaluation Reports
FL12769 R7 AE PER3833.pdf
Created by Independent Third Party: Yes
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Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The state of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if
they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under
Chapter 455,F.S.,please click here.
Proodu�ct Approval Accepts:
l�+Credit Card
d
Safe w
JELD-WEN DOOR TABLE 1
INSTALLATION DETAILS SIZE QUALIFIES:NON-IMPACT
CONTOURS PREMIUM STEEL WOOD EDGE MAX.PANEL WIDTH=36" 6'-8"TALL SYSTEMS:
HALF LITE
NON-IMPACT POSITIVE +(55)
3'-0'X 6'-8"OUTSWING OUTSWINI rn
NEGATIVE -55 ® m o M N
GENERAL NOTES a�
1.THIS PRODUCT IS DESIGNED TO COMPLY WITH CURRENT INTERNATIONAL BUILDING CODE(I.B.C.)&INTERNATIONAL RESIDENTIAL *OUTSWING PRODUCT MEETS WATER °a d CO Ln
CODE(I.R.C.)AND THE CURRENT FLORIDA BUILDING CODES(FBC),INCLUDING HVHZ AND HAS BEEN EVALUATED IN ACCORDANCE INFILTRATION REQUIREMENT AT DP55 a) O
TO TAS 202-94. J N
2.1X AND 2X WOOD BUCKS BY OTHERS AND MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. BUCK q m r x
MATERIAL MUST HAVE A SPECIFIC GRAVITY OF 0.55 OR GREATER. a r^i n U
3.CONCRETE OR MASONRY MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. CONCRETE MATERIAL SHALL
HAVE A MINIMUM Fc OF 3000ps1 OR MASONRYICMU SHALL CONFORM TO ASTM C90. Y
4.PRODUCT ANCHOR TYPES AND SPACING ARE SHOWN BELOW. DIMENSIONS SHOWN FOR ANCHOR SPACING ARE ALWAYS
FROM EDGE OF UNIT FRAME. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
5.THIS DOCUMENT SUPERCEDES OTHER ANCHOR INSTALLATION INSTRUCTIONS .
FOR NON-IMPACT RATED DOORS. FOR OTHER IMPORTANT INSTALLATION INSTRUCTIONS,REFER TO JELD-WEN COMPONENT LIST z DOCUMENT#JII106(INSTALLATION INSTRUCTIONS FOR PRE-HUNG ENTRY DOORS)FOUND ON THE JELD-WEN O
ITEM DESCRIPTION MATERIAL QTY. O 0
WEBSITE:JELD WEN.COM/LEARNIRESOURCES`/INSTALLATION&FINISHINGL 1 NON-COMPRESSION SHIM(0.25 MAX.THK.) WOOD AS REQ. z z
6.FLORIDA APPROVED SHUTTERS ARE NEEDED WHEN IMPACT PROTECTION IS REQUIRED. 2 2x WOOD SUB BUCK(GRADE 2 SOUTHERN YELLOW PINE) WOOD AS REQ.
3 1x WOOD SUB BUCK(GRADE 2 SOUTHERN YELLOW PINE) WOOD AS REQ. la- °i
7.FOR DESIGN PRESSURE RATINGS,SEE TABLE 1,SHEET 1. 4 410 WOOD INSTALLATION SCREW W/1 1/2"MIN.EMBEDMENT STEEL AS REQ. z
8.ALL FASTENERS IN WOOD SHALL BE COUNTERSUNK 3/16"DEEP. EXAMPLE: 3l16"-� 5 3/16"ITW TAPCON ANCHOR W/1 1/4"MIN.EMBEDMENT STEEL AS REQ. O O� 6 99 X 2 1/2"PHILLIPS FLATHEAD WOOD SCREW STEEL 3 O
�o Q
7 #8 X 2"PHILLIPS FLATHEAD WOOD SCREW STEEL 2 O x
8 #9 X 3/4"PHILLIPS FLATHEAD WOOD SCREW STEEL 21 _ o w
9 3/4"O.A.HALF VENT LITE POLYPROPYLENE FRAME ODL#799 GLASS 1 (D m w
37 1/2"MAX.O.A. 10 KWIKSET LOCK SERIES 400 STEEL 1 z 2 F
FRAME TYP, 11 KWIKSET DEADBOLT SERIES 780 STEEL 1 � z
195/8" p
MAX. z O 00 �
D.L.O. .2p 21/8" j"'NOTE: 0° O z
WIDTH 1 2 3 a 5 i SHIM FOR SUPPORT AT OR ¢ w
�— Y O\ ., / NEAR EACH ANCHOR IS 0-�____°__
\ 1/8"TEMPERED 112"GLASS BITE
GLASS INTERIOR // REQUIRED
SIDE 9 37 1/2"O.A. m
2 1 .1� +FRAME SIZE
0 3/4"MAX.
11 1 314" / '" •.6"TYP. I —6"TYP.
a 0.509"AIR SPACE
M z
10 SCREEN w O
m
O 0 ODL REDISEAL N T N
Z FOAM GASKET w 6"TYP. Ej
jDigitally signed by Hermes F Norero,
0 P.E.
Reason:I am approving this document w
ODL VENT LITE FRAME O Date:2013.02.28 18:48:18-05'00'
HALF VENT LITE GLAZING DETAIL Z— 0
17" O.C.
3-0 X 6-8 ELEVATION OUTSWING TMP' 111r��
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SHEET # DESCRIPTION .
1_ GENERAL NOTES B.O.M. ELEVATIONS&ANCHOR LOCATIONS } R� a Et# cHx.ev: S.SAFFELL
' 3-0 X 6-8 OUTSWING I� DRAWING NO.:
2_ OUTSWING INSTALLATION IN WOOD (16)ANCHOR LOCATIONS 398 D�A�1 ACH 13 1([�? 1:E.338 A009078
3 OUTSWING INSTALLATION IN MASONRY/CONCRETE DA R,Fc%*04
FBPE CERT.�tf IAUf .NO.29578 SHEET 1 of 3
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1"MIN. ACHIEVED. I I icy_
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SEE NOTE#8 DATE 02/20/2013
4 1 ON SHEET I SCALe; NONE
1/4" MAX. 1/4"MAX. INTERIOR
DWG.BY:G.LUBBECKE
SHIM SHIM 4FW Ro CHK,I)Y: S.SAFFELL
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1 1/2"MIN. �11 W.
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HORIZONTAL CROSS SECTION DA M, 'Eta Qe
FB rffjAjATK% .29578 SHEET 2—op 3
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CONCRETE/ CONCRETE/
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SEE NOTE#8 VERTICAL CROSS SECTION OPTIONAL 9"BUCK
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1/4"MAX.
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HORIZONTAL CROSS SECTION N 7 NONE
SHIM _ DwG.ev:G.LUBBECKE
NOTES: ° 4y
OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS CONCRETE/MASONRY 1/2"MIN INTERIOR $T T� cHK.BY: S.SAFFELL
MINIMUM EMBEDMENT IS ACHIEVED, BY OTHERS EMBED i FtM ff ER
1 L� :'73 �� DRAWING NO.:
2 ITEM#6,(#16 X 2")ONE SCREW TO BE INSTALLED IN EACH HINGE,CLOSEST TO WEATHERSTRIP. 398 D/�Egl .338 A009078
OPTIONAL MASONRY/CONCRETE INSTALL DA f �F`
i�P.T SILL,PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT. CROSS SECTION OF HEAD OR JAMB FBPE CER 'A�' NO.29578 ISHEET 3 of 3