HomeMy WebLinkAboutProduct Approval MIAMI•DADE MIAMI-DADE COUNTY,FLORIDA .
METRO-DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1107
PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563
(305)375-2902 FAX(305)372--6339
NOTICE OF ACCEPTANCE (NOA) www.miamidade.GOV/buildingcode
Jeld—Wen,Inc(OR)
3737 Lakeport Boulevard
Klamath Falls,OR 97601
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials.The documentation submitted has been reviewed by Miami—Dade County Product Control
Division.and accepted by the Board of Rules and Appeals(BORA.)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 Division (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. BORA reserves the right to revoke this acceptance,.if it is determined by Miami—Dade County
Product Control Division that this product or material fails to meet the requirements of the applicable
building code.
This product is approved as described herein,and has been designed to comply with the Florida Building
Code,including the High Velocity Hurricane Zone.
DESCRIPTION:
Series 1124 GA.Steel" 6'8"W/E Inswing Glazed Steel Door System w/sidelites—N.I.
APPROVAL DOCUMENT:Drawing No.JW232008,titled"Series Jeld—Wen 24 GA.Glazed Wood
Edge 12-0 x 6-8 Inswing Steel Door"sheets 1 through 14 of 14,dated 05/18/09 with revision`B"dated
02/24/10,prepared by CertWorks,LLC,signed,sealed and,dated 1.0/14/10 by Kristina S.Daugherty,P.E.,
bearing the Miami—Dade County Product Control Approval stamp with the Notice of Acceptance number
and Approval date by the Miami—Dade County Product Control Division.
MISSILE IMPACT RATING:None.
LIMITATIONS:
1.) Miami—Dade County Product Control Approved Shutters Or Protection Devices Shall Be Required.
2.) Not approved for water infiltration where water infiltration requirement is needed.
LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state 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 NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA consists of this page 1,evidence pages E-1,1-2 and E-3,as well as approval document
mentioned above.
The submitted documentation was reviewed by Jaime D.Gascon,P.E.
MIAMI•DADE COUNTY
NOA No.09-0608.15
Expiration Date: November 11,2015
Approval Date: November 11,2010
1ro�Zl t� Page 1
Jeld-Wen.Inc(OR)
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No JW232008,titled"Series Jeld—Wen 24 GA. Glazed Wood Edge 12-0 x 6-8
Inswing Steel Door"sheets 1 through 14 of 14,dated 05/18/09 with revision`B"dated
02/24/10,prepared by CertWorks,LLC,signed,sealed and dated 10/14/10 by Kristina S.
Daugherty,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) Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94
along with marked—up drawings and installation diagram of French door with sidelites,
prepared by National Certified Testing Laboratories, Inc., Test Report No.
NCTL 210-3558--1,dated 10/07/08, signed and sealed by Gerald J. Ferrara,P. E.
2. Test reports on: 1)"Standard Test Method for Tensile Properties of Plastics"
per ASTM D 638-08,tensile yield of 31.3 Ksi and tensile modulus of
elasticity of 38.4 Ksi,
along with marked—up drawings and installation diagram of French door with sidelites,
prepared by ETC Laboratories,Inc.,Test Report No.ETC-08-056-21686.0, dated 10/20/08,
signed and sealed by Joseph Labora Doldan,P.E.
3. Test reports on: 1)ASTM E84-08 Standard Test Method for Surface Burning Characteristics
of Building Materials
along with marked--up drawings and installation diagram of dylite expandable polystyrene,
prepared by Intertek Testing Services,N.A.,Inc.,Test Report No.
ITS 3113726SAT401 Rev. 1, dated 03/13/09, signed and sealed by Frederick D. Curkeet,
P. E.
4. Test reports on: 1)"Standard Test Method for Tensile Properties of Plastics"per ASTM D
638-03,tensile yield of 132.0 Ksi and tensile modulus of elasticity of
15.3 Ksi;
2) "Standard Test Methods for Density and Specific Gravity(Relative
Density) of Plastics by Displacement"per ASTM D792-00,G--0.4286,
along with marked—up drawings and installation diagram of Endura Products extruded PVC,
prepared by IMR Test Lab., Inc., accredited by Nadcap and A2LA, Test Report No.
IMR-200707982,dated 09/10/07,signed by Sophia Ezell and Stan Deforest,validated by O.
M. Engineering Services, Inc.,signed sealed and dated 09/19/08 byNimesh Bhaysar,P.E.
Jaime D.Gascon,P.E.
Chief,Product Control Division
NOA No.09-0608.15
Expiration Date: November 11,2015
Approval Date: November 11,2010
E-1
Jeld-Wen,Inc(OR)
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
C. Test reports on: 1)"Standard Test Methods for Density and Specific Gravity(Relative
Density)of Plastics by Displacement"per ASTM D792-08.,'G=L 1.1,
along with marked up drawings and installation diagram of Endura Products extruded PVC,
prepared by IMR Test Lab., Inc., accredited by Nadcap and A2LA, Test Report No.
IMR-200908522,dated 10/27/09,signed by Jamie Wech and Michael Bimbo.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 2007, dated
05/18/09,prepared by CertWorks,LLC,signed, sealed and dated 10/14/10 by Kristina S.
Daugherty,P.E.
Complies with ASTM E1300--98/04
D. QUALITY ASSURANCE
1. Miami—Dade Building Code Compliance Office(BCCO).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 07-0214.08 issued to ODL,Inc. for their"ODL/Western
reflection's Non Impact HP Polypropylene Lite—Kit Assembly"dated 03/22/07,expiring
on 12/30/10.
2. Notice of Acceptance No. 07-0801.05 issued to ODL,Inc. for their"HP Polypropylene
series High Performance Door lite material—Component Approval"dated 09/27/07,
expiring on 01/17/11.
F. STATEMENTS
1. Statement letter of conformance, no financial interest and compliance with the FBC 2007,
prepared by CertWorks,LLC, signed,sealed and dated 05/18/09 by Kristina S.Daugherty.
2. Statement letter of validation for IMR Test Lab.,Inc.,prepared by 0. M. Engineering
Services,Inc., signed,sealed and dated 09/19/08 by Nimesh Bhaysar,P.E.
3. Laboratory compliance letter for Test Report No. NCTL 210-3558-1, issued by National
Certified Testing Laboratories, Inc., dated October 07,2008,signed and sealed by Gerald
J. Ferrara,P.E.
4. Laboratory addendum letter number 01 for Test Report No.NCTL 210-3558-1,issued by
National Certified Testing Laboratories,Inc., dated August 25,2009, signed and sealed by
Gerald J. Ferrara;P.E.
5. Laboratory addendum letter number 02 for Test Report No. NCTL 210-3558-1,issued by
National Certified Testing Laboratories, Inc., dated June 15,2010,signed and sealed by
Gerald J. Ferrara, P.E.
Jaime D.Gascon,P.E.
Chief,Product Control Division
NOA No.09-0608.15
Expiration Date: November 11,20I5
Approval Date: November 11,20I0
E-2
Jeld-Wen,Inc(OR)
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS(CONTINUED)
6. Laboratory compliance letter for Test Report No. ETC-08-056-21686.0,issued by ETC
Laboratories, Inc.,dated October 20,2008,signed and sealed by Joseph Labora Doldan,P.
E.
7. Laboratory compliance letter for Test Report No.ITS 3113726SAT-001 Rev. 1,issued by
Intertek Testing Services,N.A., Inc.;dated March 13,2009,signed and sealed by Frederick
D.Curkeet,P.E.
8. Laboratory compliance letter for Test Report No.IMR 200707982,issued by IMR Test
Lab., Inc.,dated September 10,2007,signed by Sophia Ezell and Stan Deforest.
9. Laboratory compliance letter for Test Report No. IMR-200908522,issued by IMR Test
Lab.,Inc., dated October 27,2009,signed by Jamie Wech and Michael Bimbo.
10. Distributor Agreement between Millwork Masters,Florida and Jeld—Wen(OR), Oregon,
dated 02/02/09,signed by Steve Saffell,respectively.
G. OTHERS
1. None.
Jaime D.Gascon,P.E.
Chief,Product Control Division
NOA No. 09-0608.15
Expiration Date: November 11,2015
Approval Date: November I1,2010
E-3
1. ALL LATCH/LOCK AND HINGE HARDWARE 1461/2"MAX OVERALL FRAME WIDTH
JELBrWEN® TO BE OF CORROSION RESISTANT MATERIAL 371/4"MAX. 74"MAX. 371/4"MAX.
OR CORROSION RESISTANT COATED, FRAME WIDTH DOUBLE FRAME WIDTH FRAME WIDTH CID
JELD-WEN GLAZED WOOD EDGE 12-04-3 INSWING 2. ANCHORING COMPONENTS MUST MEET THE 72 1/4"MAX. 35314'MAX. CD
24 GA.STEEL DOOR SYSTEM CORROSION RESISTANT STANDARDS AS DOUBLE PANEL WIDTH PANEL WIDTH
of
00 IDENTIFIED IN THE FBC. 353/4"MAX. SEE DETAILA m O
3. ALL WOOD FRAMING IS TREATED IN SHEET 5
GENERAL NOTES ACCORDANCE WITH WOOD PROTECTION PANEL WIDTH F (n Zjj
1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH STANDARDS AS IDENTIFIED IN THE FBC. E OTE 6 Z 0 -J-I M
THE CURRENT FLORIDA BUILDING CODE(FBC)BASED ON THE - D Q
SIGNED AND SEALED DATE:INCLUDING HVHZ AND HAS BEEN Z w D'GNp
EVALUATED IN ACCORDANCE WITH TAS 202-94 AND ASTM W Y GO
E331.00 AND ASTM E330-02. 21 1/8" y 21 1/f! 21 1/8""qe 6 ✓21 1/8" QIT
2. 2X AND 1X WOOD BUCKS BY OTHERS,MUST BE ANCHORED MAX. N�AX. MAX. d r Q�LO
PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. c7 D.L.O. D. .O. DLO D.L.O. OJ t j n .J S
3.PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED = WIDTH DTH WID WIDTH
AS SHOWN ON DETAILS.ANCHOR EMBEDMENT TO BASE O
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
4. DESIGNED PRESSURE RATING SEE TABLE I,PAGE 1. 28 s
5. FLORIDA APPROVED IMPACT RESISTANCE SHUTTERS ARE w
REQUIRED. O L
6.SCALE BASED ON 11x17 SHEET SIZE. f-i CL
7.ALL 1X&2X TO BE 0.55 SPECIFIC GRAVITY OR GREATER. 'u NOTE 4 v NOTE 4 p
IV NOTE 2 25 N E Of rn
wo �wFDOOR LEAF CONSTRUCTION: �NOTE \ 4��CTIE
ACE SHEETS:THE FACE SHEETS ARE GLUED TO THE CORE AND NOTES: to % �! r.j QO
SUBSTRATE WITH LMC ADHESIVE. 1-ALL VIEWS FROM INTERIOR. co w �z
2-MULL POSTS&DOUBLE BACK N o wWCORE DESIGN:THE CORE CONSISTS OF 1-1.25 POUND DENSITY FIXED INACTIVE FIXED p(A
JAMBS ARE INTERCHANGEABLE.
EXPANED POLYSTYRENE(EPS). .r w LO } �w
(SEE OPTIONAL CROSS SECTIONS) a p z z
PANEL CONSTRUCTION:EACH DOOR PANEL IS CONSTRUCTED 3-SURFACE BOLT NOT REQUIRED FOR ASTRAGAL z O� a Va
FROM TWO SHEETS OF 24-GAUGE(.021"MINIMUM GALVANIZED NOTE 4 VNOTE 4 DBL-BACK w O z W
APPLICATIONS REQUIRING DP-55 OR LESS. SURFACE BOLT ?�3 z r� otl
STEEL.THE FACE SHEETS ARE BENT 90"OVER THE 1.68&'X 1.0"LVL 4-MASONRY AND CONCRETE INSTALLATION MULL POST SEE NOTE 3 SEE DETAIL B JAMB MULL POST - a
(LAMINATED VENEER LUMBER)STILES AND TOP RAIL THE DETAILS. b w
AVERAGE MIN.YIELD STRENGTH OF 24 GA SHEET STEEL SKIN IS 5-POSITION AND NUMBER OF ANCHORS IN HINGE JAMB, QUAD UNIT(OXX01 SHEET 5 0
40,300 psI.THE 1.688"X1.203"BOTTOM RAIL CONSISTS OF LATCH JAMB OR SIDELITE JAMB WILL BE THE SAME SCALE:1/2'=V-0" z
ROLLED-FORMED GALVANIZED 25-GAUGE(.018"MINIMUM)STEEL REGARDLESS OF ROUGH OPENING TYPE. FOR HORIZONTAL (INSWING NON-IMPACT) o 0
THE WOOD LOCK BLOCK IS 1.688"X 31/8'X 12". CROSS SECTION IN 1X BUCK OPTION IN MASONRY/CONCRETE, TABLE 1 e0
FRAME CONSTRUCTION:THE JAMBS&HEAD ARE CONSTRUCTED OF SEE SHEET 7 FOR DETAILS.
WOOD.THE SILL IS COMPRISED OF AN ADJUSTABLE COMPOSITE 6-FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN DESIGN PRESSURE RATING
MATERIAL WITH ALUMINUM CLADDING. TOP CORNERS ARE COPED, MASONRY/CONCRETE, SEE SHEET 5 FOR *WHERE WATER INFILTRATION WHERE WATER INFILTRATION rn
BUTTED,&SEALED USING SILICONE AND FASTENED USING FOUR DETAILS. w
16 GA.7/16"X 2"STAPLES PER CORNER. BOTTOM CORNERS ARE REQUIREMENT IS NEEDED REQUIREMENT IS NOT NEEDED (_
COPED,BUTTED,&SEALED USING SILICONE AND FASTENED USING WITHOUT WITH WITHOUT WITH a co
THREE 16 GA.7/16"X 2'STAPLES AND TWO(2)#8 X 21/2"PHILLIPS SURFACE BOLTS SURFACE BOLTS SURFACE BOLTS SURFACE BOLTS U N
WOOD SCREWS PER CORNER.THE VERTICAL MULLIONS ARE TABLE OF CONTENTS POSITIVE *+55 +68 POSITIVE +55 +66 w
FASTENED THROUGH THE HEAD&SILL USING THREE#8X2-1/2" tip
SCREWS PER END. A 5/8 HOLE IS DRILLED AT THE CENTER OF SILL SHT# DESCRIPTION NEGATNE -55 -66 NEGATIVE -55 66
AND A PLASTIC COVER IS INSERTED TO RECEIVE THE BOTTOM TYP ELEVATIONS&GENERAL NOTES o
ASTRAGAL BOLT. A 3/8"HOLE IS DRILLED AT THE CENTER OF THE TYPICAL ELEVATIONS N o w
FRAME HEAD AND A METAL STRIKE PLATE IS FASTENED USING TWO 3 TYPICAL ELEVATIONS 4 NOTE:UNIT SHALL BE INSTALLED AT LOCATION PROTECTED
#8 X W SCREWS TO RECEIVE THE TOP ASTRAGAL BOLT.EACH FIXED VERTICAL CROSS SECTIONS&B.O.M. BY OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH a 5i o4
PANEL IS SECURED INTO THE FRAME USING FOUR 16 GA.7/16"X 2" VERTICAL CROSS SECTIONS LENGTWOH HEIGHT IS EQUAL TO,OR GREATER THAN,1.0.
LONG STAPLES PER STILE FASTENED THROUGH THE JAMBS. ALL 6 HORIZONTAL WHERE REQUIRED OVERHANG CANNOT BE ACHIEVED,DESIGN
MULLION JOINERY AND THE FIXED PANELS/FRAME JOINERY ARE 7 HORIZONTAL CROSS SECTIONS PRESSURE LIMITED TO+0 PSF PER TEST REPORT. K A\ C�a z
SEALED AT THE EXTERIOR USING 1199 SILICONE. B 1 ANCHORING LOCATIONS&DETAILS
ANCHORING LOCATIONS&DETAILS f—oN CENCTH-{ DATE: 5/18/09
ANCHORING LOCATIONS&DETAILS I SCALE+AS NOTED
ANCHORING LOCATIONS D�DTDyeoomply�Ba N� ��r
-�CDWO.Rru WBD
12 UNITCOMPONENTS —� ou pGNK.Gr: S.FREY
13 VENT LITE DETAIL pN 0 LL9C.
14 VENT LITE MATERIAL LIST HEicHi I°Q ' Florida P.E. No. 68455 GNavnNGNo
\ O'OR
I 127 W. Foirbonks Ave, Ste 438
HEIGHT y Winter Pork, FL 32789 JW232008
FBPE Cert. of Authorizolion 028520 sNEET 1 of 14
112'MAX OVERALL FRAME WIDTH 111//4'MAX,OVERALL FRAMEWIDTH 112'M, OVERALL FRAME WIDTH
37 IT MAX. 371/4'MAK 37 1/2'MAX 371/4'MAX. 74'MAX. 371/4'MAX 3712'MAX. 37 1!4"MA
X, _
:
FRAME WIDTH FRAME WIDTH FRAME WIDTH FRAME WIDTH FRAMEWIDTH FRAME WIDTH FRAME WIDTH FRAME WIDTH
36 Y4'MAX, 35 Y4'MAK 35 Y4'MAX. ,8 3J8'WITH 36 Y4'MAX. '3:4 MAX 35V4*MA%.
PANEL WIDTH PANEL WIDTH PANEL WIDTH ASTRAGAL PANEL WIDTH BEE DETNLA pgNEL WIDTH PANEL WIDTH O
NOTES BEE DETAILA SHEET 5
co
OTEB SHEE 5NLA B SHEET5 OBTE E NOTES
d211W d211B' 211/8' 211!8" 421118' 2t1I8' 4211/8^ 21118' 421118' 0
0 MAX. MAX. AX. MAX M ft MAX, MAX U J
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= WIDTN WIDTH WID H x WIDTH H WIDiN x WIDTH yy�p { WIDTH ? L CV
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NOTE NOTESXED IF XF� ACTIVE I F XED NAI CTNE ACTIVE IXED EKED
OTE4 OTE4 OTE4 L OTE4 ASTRAGAL OTE4 NOT 4 NOTE4
MULL OWN SURFACE BOLT MULL POST SHOWN SURFACE BOLT SURFACE BOLT %'IULL.Ar.
L POST SHOWN-
OBL-BACKJTIONALAMB SEE OETNLB DBL-BACK JAMB MULL SEE NOTES SEE NOTE, PSTJAMB MULL �SEE NOTE 3 !J
POST OPTIONAL SHEET 5 POST OPTIONAL SEE DETAIL B POST OPTIONAL
SHEETS 9EE DETAIL B K
SHEET 5
C7 O
�I UNIT(00X)OR(X00) TRI UNIT(OXX)OR(XXO) TRI UNIT(OXO) LUg
74'MAX,OVERALL FRAME WIDTH W W O
721/4'MAX,PANEL WIDTH 37 112'MAX O U) Q
FRAME WIDTH
36 3/4'PANEL WIDTH 74 314'MAX,OVERALL FRAME WIDTHF 35 Y4'MAX N O Z
rSEEDETAILA 35 Y4'MAX. 353/4^MAX SEE DETAILA BEE DETAILA PANEL314'MAX p mUi
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SHEETS PANLWIDTH PANEL WIDTH •,d
38318'WITH SHEET 5 SHEET 6 W O
ASTRAGAL NOTE 8 O E e OTE OTE 8 K Da
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42118" 4211/8' dzt 118' zt tB aI
Fx M 21 1/8'_ MAX M MAX
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D.L.O.D.L.o. NOTES:
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WIDTH i WIDTH wiDTH WIDI++ m m
cl a d N 1-ALL VIEWS FROM INTERIOR. 3
x o 2-MULL POSTS&DOUBLE BACK JAMBS ARE
9 D o ® INTERCHANGEABLE. (SEE OPTIONAL CROSS
No 4LU
AOF4 n S m SECTIONS)
F2 No 4 O n x 0TE4 a 3-SURFACE BOLT NOT REQUIRED FOR >
NOTE 2 NOTE4 a Na 4 8 APPLICATIONS REQUIRING DP-55 OR LESS. ¢DI z
NOTE5 o NOTES \ p' / ' 4-MASONRY AND CONCRETE INSTALLATION V O
NOTE N07E6 DETAILS. Uj
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d e d d 5-POSITION AND NUMBER OF ANCHORS IN HINGE JAMB, a o
ACTIVE LATCH JAMB,OR SIDELITE JAMB WILL BE THE SAME
wgcnvE cA THE FI%ED ACTIVE REGARDLESS OF ROUGH OPENING TYPE. FOR
NOTE4 oTE4 ®t•IOT• SURFACE BOLT NOTE4 HORIZONTAL CROSS SECTION 1N 1X BUCK OPTION IN �u
ASTRAGAL SEE NOTES MASONRY/CONCRETE,SEE SHEET 7 FOR DETAILS. N o
SURFACE BOLT SEE DETAIL B BEE DETAIL B 6-FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN a m o
SURFACE BOLT SEEDETNLB SEE NOTE SHEET5 SHEETS
SEE NOTE 3 SHEET 5 MASONRY/CONCRETE, SEE SHEET 5 FOR
DUAL UNIT (OX) OR (XO) SINGLE UNIT (X) DETAILS. m¢z
DUAL UNIT (XX)
DATE: 5/18/09
","a UH UH 'OIa(AyhLgtl�ILtlD scALF-AS NOTED
Florida UB Codd
Datc �D� �C DWG.BY.. WBD
mi Kr Lina S. Dougherty CHK.BY. S.FREY
Miam •a C.tworks I.I.C.
pi on Florida P.E. No. 68455 DRAWING NO.:
BY 127 W. Fairbanks Ave, Ste 438 JW232008
Winter Pork, FL J2789
FBPE Cert. of Aulhorizolion #2852 SHEET2 OF 14
891/2"MAX.OVERALL WIDTH
105"MAX.OVERALL WIDTH 15112 MAX. 74 MAX.FRAME WIDTH
SEE DETAIL A FRAME WIDTH 35 3/4 MAX
36 3/8' SHEET 5F
151/2"MAX. 14 MAX, PANEL WIDTH 681/2"MAX.OVERALL WIDTH
FRAME WIDTH PANEL WIDTH SEE DETAIL A 3712"MAX. CI
NOTES w W/ASTRAGAL SHEETS FRAME WIDTH > w
im 14"MAX.
6"MAX.D.L.O. 5 OTE PANEL WIDTH NOTE 36 318 WITH 35 3/4°MAX. 151/2°MAX. m O
D rpf 8 MAX.D.L.O. ASTRAGAL PANEL WIDTH FRAME WIDTH
OTE 8 SEE DETAIL A U Q J
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2111 11/8 I I NOTE SHEET5 �.— «{ 14"MAX. Z W LL Cq
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ASTRAGAL SHEET 5 N 4 E N 4-E SEE DETAIL B E OA TIVE FIXED W O
QUAD UNIT OXXO) SHEET5
( ASTRAGAL NOTE SEE DETAIL B c7 U
TRI UNIT (OXX) OR (XXO) SURFACE BOLT SHEET 5 N❑z
63"MAX.OVERALL WIDTH NIEE 4 SEE NOTE 3 w p 3 w
151/2"MAX. 37112"MAX. TRI UNIT (OXO) 3 Z
FRAME WIDTH FRAME WIDTH m a.
14"MAX. 35 3l4"MAX. 'o LU O
PANEL WIDTH 371!2 MAX
PANEL WIDTH FRAME WIDTH a a
SEE DETAIL SEE DETAIL A 353/4°MAX
NOT 6 5 SHEET 5 SHEET 5 PANEL WIDTH NOTES: }
6"MAX. rn
1-ALL VIEWS FROM INTERIOR. �
D.L.O. OTE 6 2-MULL POSTS&DOUBLE BACK JAMBS ARE
INTERCHANGEABLE. (SEE OPTIONAL CROSS w z
1 118" d 19 5/8 3-SURFACSECTIOE BOLT NOT REQUIRED FOR
MAXr DL = w MAX. APPLICATIONS REQUIRING DP-55 OR LESS. x Z
im w D.L.O.if 4-MASONRY AND CONCRETE INSTALLATION U
u� x = j NOTE 5 = DETAILS. to
,0 6 NOTE 4 w w 5-POSITION AND NUMBER OF ANCHORS IN HINGE JAMB, a o
NOTE 4 e zd 9 ® N E 4 w LATCH JAMB,OR SIDELITE JAMB WILL BE THE SAME
® a s a O REGARDLESS OF ROUGH OPENING TYPE. FOR N g
NOTE 4 O HORIZONTAL CROSS SECTION IN 1X BUCK OPTION IN
TE a MASONRY/CONCRETE,SEE SHEET 7 FOR DETAILS. a Qo
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d N E 5 W a' MASONRYICONCRETE, SEE SHEET 5 FOR C)
ao a DETAILS. -¢z
FIXED CA THE
ACTIVE DAtE: 5/18109
NOTE 4 ed GeDomplyMywNLIln scALE: 3/8"=1'-0"
SEE DETAIL B SEE DETAIL B SURFACE BOLT odds uil Ing Cade I r(� (� DWG.BY: WBD
SHEET 5 5 SURFACE BOLT SHEET 5 4 SEE NOTE 3 oAy ( I L
NOTE 4 SEE NOTE 3 ieni P KrCe�rlWorksLLC arty cNX.en 5.FREY
DUAL UNIT (OX_ ) OR NO SINGLE VENT UNIT (X) I on Florida P.E. No. 68455 DRAWING NO.:
y 127 W. Fairbanks Ave, Ste 438 JW232008
Winter Pork, FL 32789
FBPE Cert. of Authorization #2852 sNEEr3DF 14
1" 1°MIN Item DESCRIPTION Material
MIN. MIN.
MIN. 1"MIN 1 V,MIN 1 HINGE JAMB 1 114°x4-518"FINGERJOINTED PINE PINE
'
Oi m 2 HEAD JAMB 1 1/4"x4.5/8'FINGERJOINTED PINE PINE
Y g 5 SEE 5 SEE '�W 5 SEE 3 LATCH JAMB 1-1/4"x4-518"FINGERJOINTED PINE PINE C)
gX w NOTE 1 28 OTE 1 28 OTE 1 28 4 SIDELITE JAMB 1-1/4'x4-518"FINGERJOINTED PINE PINE rn
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21 33 CORNER PADS 2" PLASTIC a >"d
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36 318'QUARTER ROUND MOULDING-MIN.G=0.55 WOOD
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SHEETS VERTICAL CROSS SECTION, VERTICAL CROSS SECTION,. NOA# 1r. S. Dougherty CHK.BY. S.FREY
VERTICAL CROSS SECTION, Miami de Prods -,t+.a CertWorks LLC.
SIDE LITE TYP. C SURFACE BOLTS TYP.
A ACTIVE DOOR TYP. � � Di ton Flarido P.E. No. 68455 o8nwlnc no.:
4 WOOD FRAME INSTALLATION
WOOD FRAME INSTALLATION �J WOOD FRAME INSTALLATION By 127 W. Foirbanks Ave, Ste 438 JW232008
" Winter Park, FL 32789
SCALE:3"=1'-0" SCALE:3"=1'-0" SCALE:3"=1'-0" FBPE Cort. or Authorizotion #28520
SHEET 4 OF 14
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"NOT APPROVEDFOR WATER INFILTRATION
C D SHEETS. HORIZONTAL SECTIONS:DETAILS SHEET 7.
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11 3. TAPCON MASONRY ANCHOR SPACING SAME AS WOOD ANCHOR SCREW N o
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MIN. MIN. —�I Mleml Dade 1 CerlWorks L.L.C.
Divi•it Florida P.E. No. 68455 DRAW NGNO.:
0_VERTICAL CROSS SECTION,ACTIVE DOOR TYP B VERTICAL CROSS SEQTION.SIDE LITE TYP. By 127 W. Fairbanks Ave,Ste 438 JW232008
MASONRY AND CONCRETE INSTALLATION MASONRY AND CONCRETE INSTALLATION Winter Park, FL 32789
SCALE:3"-l'-O"
SCALE:3'=T-O" FBPE Cerl. of Authorization #28520 SHEET_5 of 14
1114 1/4 MAX.
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8 �K HORIZONTAL CROSS SECTION 2.SPACING FOR#23 FROM TOP OF SIDELITE DOWN(SEE SHEET 9).
1 J HORIZONTAL CROSS SECTION z
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W LO
FROM TOP:117'.2",3 1/2',20',24 34%39". OR
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1 SHIM MIN.EMB. SHEET 5. HORIZONTAL SECTIONS:DIETAILSSHEET 7.
MIN.EMB.
1 SEE DETAIL A 1/4"MAX. DOW 1199 —1/2'MIN GLASS BITE 5.TAPCON MASONRY ANCHOR SPACING SAMEASWOOD
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4 13/4" �4"AIRSPACE DATE
x 5/18/09
• Approved as ComPlYlAg WM ft SrALE:AS NOTED
28 8 9 6 7 INTERIOR 29 Florida PpUqnS Code o DWO.BY. VVBD
30 INTERIOR Dstc._1U_ILL9aL9_ -
118'TEMPEREO GLASS NOA_fl_0]EKRE4S Kristino S. Dougherly cHK.By. S.FREY
do Prod Poll
HORIZONTAL rN_'� HORIZONTAL ertWo,ks LLC. DRAWINGNO,
rM CROSS SECTION IZQNTAL CROSS SECTION GLAZING DETAIL A FloridaF1 P.E. No. 68455
WOOD INSTALLATION
\,�6 MASONRY & CONCRETE INSTALL SCALE: 6"=V-0" By 127 W. Fairbanks Ave, Ste 438 JW232008
venter Pork. FL 32
"BPE Cert. of Authorizot?,oV#28520 am,,�6 ,r 14
45 NOTE 6
NOTE 515 46
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0 SEE DETAIL D) 4. SEE SHEET 9 FOR SIDEUTE BRAD NAIL LOCATIONS FOR QUARTER
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SEE DETAIL D-/ APPLIED AND THROW BOLT LOCATIONS ARE DETERMINED. SILL THROW BOLT HOLE FOR PLASTIC
SHEET 11 LINER IS DRILLED IN THE FIELD FOR PROPER LINER PLACEMENT. TOP ASTRAGAL PLATE IS
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1. —68"Tij 6. TOP AND BOTTOM SURFACE BOLTS ARE APPFABRICATION. SURFACE BOLT STRIKE PLATES on<
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-L DATE: 5/18/09
Appmed R3 complyin%ft ft scALE:AS SHOWN
SEE DETAIL 8 Pioriwd!a aij Code DING.By, WBD
SEE DETAIL F 16
SKI. 9 Date 2010
N - i
SHT.8 OAP KVwtino S. Dougherty CHKay�. S.FREY
1 1)""Pro
Miami Dao product Conereii CortWorks I.I.C. DRAWING NO-
0i' Florida P.E. No. 68455
Ry 127 W. Fairbanks Ave, Ste 438 JW232008
ANCHORING
LOCATIONS TRI UNIT QOX Winter Park, FL 32789 —
SCALE: 3/8"=1'-0" SPE Cert.O(Authorization #28520, sHEEX8 OF 14_
SEE DETAIL A SEE DETAIL E
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_ SECTION OF JAMB OR HEAD AS LONG AS MINIMUM EMBEDMENT IS MET.
_ 6. ALL VIEWS FROM INTERIOR. m a i
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11 47 AS NOTED
11 47 ApprovDOaaocmplyigglNtpllr ( scALE:
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Data r I
DETAIL D NOA�S Krisrna 5. Dougherty CHK.er: S.FREY
THREE(3)#8 X Mlami Dada Prod certworks LLC.
STAPLE LOCATIONS BRAD LOCATIONS 2 1/2"ANCHORS 27 TYP FOR HEAD TO DBL JAMB Di on Florida P.E. No. 68455 DRAWING NO:
TYPICAL FOR ALL SIDELITES TYPICAL FOR ALL SIDELITES DETAIL SCALE:1.1/2"=1'-0" By 127 W. Fairbanks Ave. Ste 438 JW232008
SCALE: 3�8" = 1 —0' SCALE: 3/8" = 1 —0" TYP FOR MULL POST winter Pork, FL 32789
SCALE:1-1/2"=1'-0" FBPE Cert. of Authorization #285201 sHEET9 of 14
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ATTACHMENT. OA 0 Kristina S. Daugherty cHr BY: S.FREY
ANCHORING LOCATIONS SINGLE 5. OPTIONALLY,ANCHORS ITEMS#5 OR#9 CAN BE PLACED IN NARROW SECRON Icati Dado Prodi ontrol Certworks LLC.
i n Florida P.E. No. 68455 DRAWINGNO:
INSWING UNIT X OF JAMB OR HEAD AS LONG AS MINIMUM EMBEDMENT IS MET. y 127 W. Fairbanks Ave, Ste 438 JW232008
SCALE: 3/8" =1'-0" 6. ALL VIEWS FROM INTERIOR. BPE Cert ofOAuthorizat Authorization #28520 BHE`rY10 DF 14
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T r —n11P r a Z 1, CORRUGATED FASTENERS TO BE APPLIED ON BOTH INTERIOR AND EXTERIOR to
2 m m a —1P c m SURFACES AT SPACING SHOWN,+/-1",FOR TOTAL OF NINE FASTENERS PER SIDE. 0
a F, — —20}.�• NOTE 1 — — —20}• u� 2. CORRUGATED FASTENERS ARE UTILIZED ON DOUBLE BACK JAMBS ONLY. 2E
0 —3D'TWP m m OMIT ON SOLID MULL POST CONFIGURATIONS. Ld c9 w
SEE DETAIL D-/
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SEE 2 —3s}• - m 4, SEE SHT 9 FOR SIDELITE BRAD NAIL LOCATIONS FOR QUARTER ROUND MOLDING c
NOTE 1 —49'ryP, ASEE DETAIL 0 ATTACHMENT, p
NOTE 1 —49• SHEET 9 A
mSg}•7YP 9• a S. OPTIONALLY,ANCHORS(ITEMS#5 OR#9)CAN BE PLACED IN NARROW SECTION N o Q
—69}" OF]AMB OR HEAD AS LONG AS MINIMUM EMBEDMENT IS MET. a p
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Sino S. Dougherty CHK.BY. S.FREY
e d CertWorks LLC. DRAWING NO.:
SMT.8 SHT.B Florida P.E. No. 68455
ANCHORING LOCATIONS SINGLE ANCHORING LOCATIONS SINGLE 127 W. Foirbonke Ave, Ste 438 �W232006
INSWING UNIT W 1 SIDELITE OX OR XO winter Park, FL 32789
INSWING UNIT
W/ 2 SIDELITE (0X0) / ( ) ( ) BPE Cert. Of Authorization #28520 a.EET11 DF 14
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Miami do mduoz hal CartWorks LLC.
45 IVES SURFACE BOLT STRIKE PLATE DI sioll Florida P.E. No. 68455 DRAWINONO,
STEEL t!y 127
W.F irbaParknksLA32789e 438 JW232008
SCALE:6`=I'-g' BPE Cart. of Authorization #28520 slim12 of 14
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DATE: 5/18/09
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MiamiD o ductCoubol, Corlworks I.I.C.
Sion Florida P.E. No. 68455 DRAWiNGNDa
DY 127 W. Foirbanka Ave, Ste 438 JW232008
Winter Pork, FL 32789
BPE Cort. of Authorization 128520 sNEET13 of 14
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MATERIAL LIST (VENTED HALF LITE ONLY) m
ITEM PART NO. DESCRIPTION QYT MATERIAL Z 00 -
1 16797-000 INNER FRAME 1 SPARTECH POLYCOM PP53330, REF NOA 07-0801.05 Z W W m
2 16796-000 OUTER FRAME 1 SPARTECH POLYCOM PP53330, REF NOA 07-0801.05 W `1 ao
3 16798-000 FIXED UPPER SASH 1 SPARTECH POLYCOM PP53330, REF NOA 07-0801.05 g Q v
4 14589-000 HOT MELT CAULK (8 LOCATIONS) AR 100% SOLIDS BUTYL ELASTOMER W n g=
5 16825-000 GLASS, 3/4" x 20 19/32" x 16 11/16" 2 3/4" INSULATED GLASS ASSEMBLY Y
6 16828-000 #8 x 2" PAN HEAD SCREW 14 ZINC PLATED STEEL
7 12207-000 #6 x 3/4" PAN HEAD SCREW 7 ZINC PLATED STEEL
8 16809-000 SAFTEY LOCK 2 N,YLON 6/6
9 16829-000 #4 x 1/4" FLAT HEAD SCREW 6 INC PLATED STEEL a
10 17041-000 FIN SEAL, ROLL 4' FROM SCHLEGEL CORP.: FIBER PILE DUST SEAL ryWty
11 16799-000 LOWER INNER SASH 1 SPARTECH POLYCOM PP53330, REF NOA 07-0801.05 0 0J
12 16806-000 RIGHT LATCH 1 NYLON 6 IW—�w > w
13 16807-000 LEFT LATCH 1 NYLON 6 r� Uj
14 16837-000 Q-LON SEAL (3 SIDE LOWER SASH) 5' FROM SCHLEGEL CORP.: Q-LON2 WEATHER SEAL W 0J w L,
15 16800-000 LOWER OUTER SASH 1 SPARTECH POLYCOM PP53330, REF NCA 07-0801.05 Z 0 3 o 0
16 16801-000 SCREEN FRAME 1 SPARTECH POLYCOM PP53330, REF NOA 07-0801.05 z v m
17 16831-000 WEATHER STRIPING, OUTER SASH 2' FROM SCHLEGEL CORP.: POLYFLEX WEATHERSTRIPPINGw o 0
18 DOW 1199 AR SILICONE SEALANT ~
19 16830-000 WEATHER STRIPING (2 SIDE LOWER SASH) 3.3' FROM SCHLEGEL CORP.: POLYFLEX WEATHERSTRIPPING a
20 16838-000 0.12 O.D. SPRING 2 STAINLESS 302 AND 304 �3m
21 14234-000 SCREW HOLE PLUGS 14 SPARTECH POLYCOM PP53330, REF NOA 07-0801.05
22 16841-000 1/16" SINGLE SIDED FOAM TAPE 8.3' IPOLYOLEFIN FOAM, ACRYLIC ADHESIVE rn
m
1231 16968-000 SCREEN CLOTH 21" x 24" 1 FIBERGLASS
1241 10046-000 SPLINE 6.1' JPVCo
UU
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DATE: 8/18/09
APpmvcdavcomPlymfb
Bdfls sa`rE_AS NOTED
Fl&' Co4c all (� (O DWD.BY: WBD
DaINKrisllno S. Dougnerly cnx.eY: S.FREY
MCertWorkaLLC.
DI Florida P.E. Na. 68455 DNAWING Na•;uy12 W interW. airbanksLAve, St 438 JW232008
ParkFBPE Cert. or Authorization 828520 B eE 4 DF 14
9/20/215 Florida Building Code Online
In
sW�M11
.idaDeo3ftfnEiil:c` BCIS Home Log In I User Registration Hot Topics Submit Surcharge ! Stats&Facts Publications ' FBC Staff BCIS Site Map ! Links i Search
Busines,j ;
ProfessiVtlU) OUSER:product Approval
Public User
Regulation
Product Approval Menu>Product or Aoolicatfon Search>Application List>Application Detail
�• f � t ° FL# FL1435-R16
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 i l
Product Manufacturer PGT Industries
Address/Phone/Email 1070 Technology Drive
Nokomis, FL 34275
(941)486-0100 Ext 22318
druark@pgtindustries.com
Authorized Signature Jens Rosowski
jrosowski@pgtindustries.com
Technical Representative Jens Rosowski
Address/Phone/Email 1070 Technology Drive
Nokomis, FL 34275
(941)486-0100 Ext 21140
jrosowski@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Single Hung
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications, Inc.
Validated By Steven M. Urich, PE
1�� Validation Checklist- Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/IS2/A440 2011
AAMA/WDMA/CSA 101/IS2/A440 2005
AAMA/WDMA/CSA 101/IS2/A440 2008
ANSI/AAMA/WDMA 101/I.S.2/NAFS 2002
ASTM E1886 2005
ASTM E1996 2012
ASTM E283 2004
ASTM E330 2002
Equivalence of Product Standards
Certified By
https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgsbCUITKel2ODuttTaLxE3%2bnT4V9CSm8euiPZMfULfu4g%3d`/o3d 1/3
9/20/2Q15 Florida Building Code Online
s
Product Approval Method Method 1 Option A
Date Submitted 06/11/2015
Date Validated 06/16/2015
Date Pending FBC Approval
Date Approved 06/25/2015
Summary of Products
FL# Model,Number or Name Description
1435.1 SH - 200 Aluminum Single Hung Window (Std. Meeting Rail, inc. Pass-
Thru)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL1435 R16 C CAC Certification SH2O0.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 05/28/2016
Design Pressure: N/A Installation Instructions
Other: Please see the Installation Instructions for design FL1435 R16 II SH-200.pdf
pressure, size and anchorage information.The Pass-Thru Verified By: A. Lynn Miller, PE 58705
version was not tested for water infiltration. Created by Independent Third Party: No
Evaluation Reports
FL1435 R16 AE SH-200 Evaluation.pdf
Created by Independent Third Party: No
1435.2 SH - 200 HD Aluminum Single Hung Window (with HD Meeting Rail)
-- _ ...__...—.........-----..............................__. _ _..__..— ..__.._......._._..—. --.............................—.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL1435 R16 C CAC Certification 200HD odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 01/08/2017
Design Pressure: N/A Installation Instructions
Other: Please see the Installation Instructions for design FL1435 R16 II SH-200HD.pdf
pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705
Created by Independent Third Party: No
Evaluation Reports
FL1435 R16 AE SH-20OHD Evaluation.pdf
Created by Independent Third Party: No
1435.3 SH - 400 Vinyl Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL1435 R16 C CAC SH-400 Certifications pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 01/21/2017
Design Pressure: N/A Installation Instructions
Other: Please see the Installation Instructions for design FL1435 R16 II SH-400.pdf
pressure, size and anchorage information. Verified By: A. Lynn Miller, PE 58705
Created by Independent Third Party: No
Evaluation Reports
FL1435 R16 AE SH-400 Evaluation.odf
Created by Independent Third Party: No
1435.4 SH - 500 WinGuard Vinyl Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL1435 R16 C CAC SH-500 Certification R14 odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 08/27/2016
Design Pressure: N/A Installation Instructions
Other: Please see the Installation Instructions for design FL1435 R16 II SH-500.pdf
pressure, size and anchorage information. Verified By: A. Lynn Miller, PE 58705
Created by Independent Third Party: No
Evaluation Reports
FL1435 R16 AE SH-500 Evaluation_pdf
Created by Independent Third Party: No
1435.5 _fjSH - 800 WinGuard Multistory Aluminum Single Hung Window
---- __...__.........._ ...._......._._ _.___..._.._._ .....
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL1435 R16 C CAC SH-800 Certification.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 09/07/2017
Design Pressure: N/A Installation Instructions
Other: Please see the Installation Instructions for design FL1435 R16 II SH-800.odf
pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705
Created by Independent Third Party: No
Evaluation Reports
https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgsbCUITKel2ODuttTaLxE3%2bnT4V9CSm8euiPZMfULfu4g%3d%3d 213
GENERAL NOTES: ANCHOR LOCATIONS&SPACING
1)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO COMPLY WITH 53-1/8"MAX.TIP-TO-TIP —52-1/8"MAX.BUCK---'
THE FLORIDA BUILDING CODE FOR THE DESIGN PRESSURES LISTED.
52-1/8"MAX.BUCK6"MAX �—5"MAX
2)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK.1X WOOD BUCKS
ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD -- ---------- — "
BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.ATTACHMENT METHOD OF 9"MAX.
WOOD BUCKS SHALL BE DONE BY OTHERS. I I
3)SEE TABLE FOR MINIMUM EDGE DISTANCE FROM CENTER OF ANCHOR TO I I 75"
SUBSTRATE EDGE(EXCLUDING FINISH OR STUCCO). I MAX.
BU
4)SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE
SUBSTRATE,USING SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. I / I 6"MAX
5)ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR 75"
SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS 17"MAX. I I MAX.
REQUIRED TO PREVENT REACTIONS.ALUMINUM SHALL BE PROTECTED FROM I I BUCK j
DISSIMILAR MATERIALS AS SPECIFIED IN THE FLORIDA BUILDING CODE. -
I I 76" i
6)ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN. i i MAX.
OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF TIP-TO-
INSTALLATION SHALL BE DONE BY OTHERS. i / i TIP /
7)MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,2.7 KSI
CONCRETE AND CONCRETE MASONRY UNITS COMPLYING WITH ASTM C-90.
GLAZING COMPLIES WITH ASTM E1300. 9"MAX I I
Uij--------------- 5"MAX.
8)THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION.THE
1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. T
FLANGE FRAME FIN FRAME
9)EQUAL LITE SHOWN.ANCHOR QUANTITY AND SPACING APPLIES TO
ORIEL SASH UNITS AS WELL.PRODUCT MAY BE INSTALLED INTO STEEL 53-1/8"MAX.TIP-TO-TIP
OR ALUMINUM SIMILAR TO THE WOOD INSTALLATION DETAILS. 52-1/8"MAX.BUCK—moi I
TABLE 3:FIN&FLANGE STANDARD WINDOWS ———————--——————
10)PASS-THRU PRODUCT HAS NOT BEEN CERTIFIED FOR WATER 9"MAX.
INFILTRATION AND MUST BE LOCATED IN UNEXPOSED AREAS. Buck SlzeSash S )e Design Pressure Certification I
11)THE 200 SERIES WAS FORMERLY KNOWN AS THE 4000/4001 SERIES. Width Height (+)psf psf Numbers
Equal Lite 55 55 190-478,479,
52-1/8" 75 Oriel 55 55 493,494 / MAX.
17" BUCK
TABLE 1:FLANGE WINDOWS(STANDARD AND PASS-THRU) MAX. + 52"
TABLE 4:FLANGE PASS-THRU WINDOW
Min.Edge Min. T I I MAX.
Anchor Type Substrate Buck Size Desi nPressure Certification
Dist. Embedment I TIP-TO-
Wood(Southern Pins) 7/16" 1-Tir sf -)psf Numbers I / TIP
a10 Steel SMS Steel Stud Gr33 3/8" D45(18 GA) 52-1/8" 51-1/2" 65 65 190-1002 j
Aluminum-6063-T5 3/8" 1/e" 8-1/2"MAX I
Steel,A36 3/8" 1/8"
1/4"Masonry Concrete 1° 1-318° FLANGE FRAME
Anchor Hollow CMU 2-1/2" 1-1/4" PASS-THRU WINDOW
NOTE:FOR ALL METAL SUBSTRATES.SCREW EMBEDMENT SHALL BE MIN.3 THREADS
BEYOND INSIDE FACE OF MATERIAL
1''t''' r:'. •' . GMB By, 0-1 MpYYt 71E/6LTaBB{r{I6GwOTGGLTIITM®
TABLE 2:FIN WINDOWS(STANDARD WINDOW) "` _` J.ROSOWSKI 08/08/11 ALUMINUM 6063-T6 ,mow
Anchor Type Substrate PORNONOFTHIS
Min.Edge Min. a�oaAelTwr�aN
Dist. ErnbBtlrnBnt
st�aesBBo�Acnara»ea
1.1/2"x.135* Wood(Southern Pine) 3/8" 1-7/16" - ,/�"• ® ei"'b0o1
Roofing Neil -
$12 Penhead - v` G-(D � "'/1'•1070 TECHNOLOGY DRIVE S
SMS Wood(Southern Pine) 9/16" 1-/8" _ 5`G NOKOMIS,FL 34275
f10 Trussheatl
-,9.' FL CERT.OF Al1TH.:29298 SINGLE HUNG INST.,STD.MEETING RAIL `
Screw Wood(Southern Pine) 7/16" 1-/e' '; •',';;-`{- A.Lynn Miller,P.E. eY�°01h �`' si.k °.w°x'' R".
�'' P.E.1158705 SH-200 8 200PTJ NTS 1 of 3 1032411JR
INSTALLATION WITH FLANGE FRAME
EXTERIOR
SUQSTRA / SU T E
1X
SHIM WOOD
SHIM —
I
EDGE
DISTANCE
NO
ANCHORS NO +--- SHIM
REQUIRED ANCHORS EMBEDMENT—1-------+ I
EXTERIOR REQUIRED EXTERIOR
FLANGE FRAME,
JAMB INSTALLATION
(DIRECTLY TO SUBSTRATE)
FLANGE FRAME,
HEAD INSTALLATION FLANGE FRAME
(DIRECTLY TO SUBSTRATE) HEAD INSTALLATION
(USING 1X BUCKSTRIP) i
i
su TRA
EXTERIOR
EXTERIOR
EXTERIOR ! /
EXTERIOR
EDGE
NO NO DISTANCE
ANCHORS ANCHORS
REQUIRED REQUIRED 1X SHIM
EMBEDMENT ( WOOD
C7 FLANGE FRAME, ,, -
JAMB INSTALLATION
SHIM (USING 1%31 CKSTRIP)
SHIM _ t§SZBST TE 1X
WOOD
FLANGE FRAME -/' ._�'•, 6.. .�_ :'�''
PASS-THRU WINDOW `•l„'•.
SILL INSTALLATION
SU T E (DIRECTLYTOSUBSTRATE) /lh!P-,._•��` ••• i
FLANGE FRAME, aJ.RO. wm wa+.t msuscwdrur� r�mrr�
BST TE J. SOWSKI 08/08/11 ALUMINUM6063-T6 ,� � ,
SILL INSTALLATION
(DIRECTLY TO SUBSTRATE) " � �
FLANGE FRAME, Psam r us"mm
INSTALLATION NOTES: SILL INSTALLATION O`er
(USING 1X BUCKSTRIP)
1)SEE SHEET 1 FOR ANCHORAGE,SUBSTRATE AND SPACING REQUIREMENTS. 1070 TECHNOLOGY DRIVE
2)GLASS SHOWN AS EXAMPLE.MAY VARY BY SERIES AND DESIGN PRESSURE REQUIREMENTS. NOKOMIS,FL 34275 To.
3)FOR SMOOTH SASH OPERATION,THE ANCHORS MUST BE FLATHEADS. FL CERT.OF AUTH.:29296 SINGLE HUNG INST., STD.MEETING RAIL
4)MAX.SHIM THICKNESS TO BE 1/4-. A.Lynn Miller,P.E. S'd0l6"'�' �” �°°` 0ie0gA1 rdr.
5)FLANGE MAY BE REMOVED TO CREATE EQUAL-LEG FRAME-USE FLANGE FRAME INSTALLATION, P E#58705 SH-200 8 20OPT NTS 2 of 3 1032411JR
INSTALLATION WITH FIN FRAME
I
EDGE BST TE a
DISTANCE j EXTERIOR I
t
SHIM f
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DISTANCE
EXTERIOR
i
k
/ I I
FIN FRAME,
HEAD INSTALLATION `
1
j
i
SHIM
FIN FRAME,
JAMB INSTALLATION
SUBSTRATE
i
i
i
SHIM
/ EXTERIOR .Y l I O s i
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FIN FRAME, 0—srn.a• wmnee '•�; I
n¢aravuanor�orvwoxwrx
SILL INSTALLATION mvas�o
J.ROSOWSKI 08/08/11 ALUMINUM 6063-T6 rmmvsrraraalmvevarr�nnorwr
Ifzwma, msowmcowcaaw
�.saer �: rye arm canea�•s�ar.morrnmva�nss
nanaanwrse'smataOxoarr�w
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INSTALLATION NOTES: w�rawsrrafs
0R
1)SEE SHEET 1 FOR ANCHORAGE,SUBSTRATE AND SPACING REQUIREMENTS. 1070 TECHNOLOOv DRIVE '
2)GLASS SHOWN AS EXAMPLE.MAY VARY BY SERIES AND DESIGN PRESSURE REQUIREMENTS. NOKOMIS,FL 34275
3)FOR SMOOTH SASH OPERATION.THE ANCHORS MUST BE FLATHEADS. I FL CERT.OFAUTH.:2929s SINGLE HUNG INST.,STD. MEETING RAIL
4)MAX.SHIM THICKNESS TO BE 114". s.mm�mr. sae: s a,.;mw.
5)FIN MAY BE REMOVED TO CREATE EQUAL-LEG FRAME-USE FLANGE FRAME INSTALLATION. A.Lynn Miller,P.E. SH-200&200PT NTS 3f 3 103241 1J
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