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PGT Industries --
<br />'
<br />NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
<br />- MIAMI-DARE
<br />g MIAMI-DADE COUNTY
<br />PRODUCT CONTROL SECTION
<br />BUILDING AND NEFGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11805 SW 26 Street, Room 208
<br />5. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
<br />BOARD AND CODE ,k.IDMiNISTRATION DIVISION Miami, Florida 33175-2474
<br />alith marked of aluminum single tiling
<br />along w -up drawings and installation diagram h
<br />T (7s6> 31 s-5-25gD F (7a6> 31 s-2s
<br />NOTICE OF ACCEPTANCE (NOA)
<br />window (1/8" aim, IG), prepared by Fenestration Testing Laboratory, Test Report No.
<br />www.miamitlnda.eov/bnlldine/home/n t
<br />PGT Industries
<br />FTL-4657, dated 07/09/05, signed and sealed by Eduardo Largaespada, P.E.
<br />1070 Technology Ibrive
<br />(Submitted under previous NOA #05-0.105.01)
<br />Nokomis, FL 3427-4
<br />6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
<br />SCOPE:
<br />2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
<br />This NOA is being irs!sued under the applicable rules and regulations governing the use of construction
<br />3) Water Resistance Test, per FBC, TAS 202-94
<br />4 Forced EntryTest, per FBC 3603.2 (b) and TAS 202-94
<br />)
<br />materials. The documentation submitted has been reviewed by Miami -Dade County Product Control
<br />Section and accepte 4 by the Board of Rules and Appeals BORA to be used in Miami Dade
<br />) County and
<br />along with marked -up drawings and installation diagram of aluminum single hung
<br />s
<br />other areas where als�wed b the Authority Having Jurisdiction
<br />Y tY g indiction (AHJ),
<br />window (1/8" temp. IG), prepared by Fenestration Testing Laboratory, Test Report
<br />This NOA shall not be valid after the expiration date stated below. The Miami -Dade -County Product
<br />No. FTL-4656, dated 07/07/05, signed and sealed by Eduardo Largaespada, P.E.(Submitted
<br />Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve
<br />under previous NOA #05-0105.01)
<br />the right to have thus g product or material tested for quality assurance purposes. If this product or material
<br />7. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
<br />fails to perform m theaccepted manner, the manufacturer will incur the expense of such testing and the AHJ
<br />2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
<br />may immediately re-oke, modify, or suspend the use of such product or material within their jurisdiction.
<br />3) Water Resistance Test, per. FBC, TAS 202-94
<br />BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product
<br />4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94
<br />Control Section that this product or material fails to meet the requirements of the applicable building code.
<br />This product n athe Wied as described herein, and has been designed to comply with the Florida Building
<br />along with marked -up drawings and installation diagram of aluminum single hung
<br />(1/8" ann. IG), by Fenestration Testing Laboratory, Test Report No.
<br />Code, including the I=lagh Velocity Hurricane Zone.
<br />window prepared
<br />FTL-4654, dated 07/07/05, signed and sealed by Eduardo Largaespada, P.E.
<br />DESCRIPTION: S,er•ies "SH-600" Aluminum Single Hung Window - N.I,
<br />(Submitted under previous ArOA #05-0105,01)
<br />APPROVAL DOC a LENT: Drawing No. 4032-20, titled "Alum. Single Hung Window, Non -impact.",
<br />8. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
<br />dated 09/21/05 with ;,•¢vision C dated 02/16/07 sheets 1 through 14 of 14, prepared by manufacturer, signed
<br />2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
<br />and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal stamp with
<br />the Notice of Acceptmee number
<br />3) Water Resistance Test, per FBC, TAS 202-94
<br />and expiration date by the Miami -Dade County Product Control Section.
<br />MISSILE IMPACT RATING:
<br />4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94
<br />None
<br />along with marked -up drawings and installation diagram of aluminum single hung
<br />LABELING: Each unit shall bear a permanent: label with the manufacturer's name or logo, city, state and
<br />window (3116" temp. 3/16" anti. & 3/16" ann: IG), prepared by Fenestration Testing
<br />following statement: "Miami -Dade County. Product Control Approved", unless otherwise noted herein.
<br />Laboratory, Test Report No.:FTL-46.53, dated 07/07/05, signed and sealed by Eduardo
<br />RENEWAL of this f*OA shall be considered after a renewal application has been filed and there has been
<br />Largaespada, P.E.
<br />no change in the appll=able building code negatively affecting the performance of this product,
<br />(Submitted under previous NOA #05-0105.01)
<br />TERMINATION oft his NOA will occur after the expiration date or if there has been a revision or change
<br />in the materials, use, amd/or manufacture of the product or process. Misuse of this NOA as an endorsement
<br />C. CALCULATIONS:
<br />of any product, for saj,-,s, advertising or any other purposes shall automatically terminate this NOA. Failure
<br />1. Anchor verification calculations and structural analysis, complying with FBC-2007,
<br />to comply with any secaion of this NOA shall be cause for termination and removal of NOA,
<br />prepared by manufacturer, dated 12/05/06 and l0/l 5/10, signed and sealed by Robert
<br />ADVERTISEMENT,- The NOA number preceded by the words Miami -Dade County, Florida, and ' `
<br />L. Clark, P.E.
<br />followed by the expiration date may be displayed in advertising literature, if any portion of the NOA is
<br />2. Glazing complies with ASTA4 El300-04,
<br />displayed, then it shal be done in its entirety.
<br />INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
<br />D. QUALITY ASSURANCE
<br />distributors and shall be available for inspection at the job site at the request of the Building Official,
<br />1. Miami -Dade Building and Neighborhood Com liance Department C).
<br />This NOA renews NOA # 06-1211.07 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as
<br />well as approval document mentioned above.
<br />___ Manue z, P.E.
<br />The submitted documaotation was reviewed by Manuel Perez, P.E.
<br />Product Cont oI E miner
<br />NOA N --1101.03
<br />Expiration Date: January 26, 2016
<br />Approval Date: January 27, 2011
<br />MIAMtIJADE COUNTY NOA No, 9 0-I 101.03
<br />�MII� Expiration Date: January 26, 2016
<br />E - 2
<br />Approval Date: January 27, 2011-
<br />, Page t
<br />531/e"MAX FLANGED W D7H EVAT
<br />SEE DLO
<br />s TAIBLE
<br />.J�
<br />- SEE DLO
<br />TABLE
<br />(MAX.)
<br />I (ALL EL ION DETAILS)
<br />52 1/8" MAX. I.F. WIDTH (ALL ELEVATION DETAILS)
<br />75" AX. 715, MAX. ( 76. MAX.
<br />I.F. I A A I.F. l.F.
<br />p HEIGHT SEE OLD j HE[ HT SEE DLO C-� HEIGHT
<br />ABLE O �// Q TABLE O
<br />7 A
<br />78' 76" MAX. 76" MAX.
<br />FLANGED FLANGED
<br />FLANGED
<br />1
<br />88 7t18" HE[,HT HEIGHT HEI HT
<br />MAX.
<br />SEE DLO a SEED 0
<br />SASH
<br />cE L
<br />S SEE
<br />HE! HT TABLE X ? IWO E 4 TABLE x
<br />/ NO 4
<br />48 i/4" MAX.
<br />VENT DLO (ALL) DETAIL B DETAIL C
<br />DETAiL A VIEW (STANDARD SASH) RADIUS TOP (STANDARD SASH)
<br />g - E IRODUCr RENEWBiI
<br />p ¢umph•Iag with flak had&
<br />7S„ 75" MAX.
<br />I.F. LF.
<br />SEE DLO HEI HT E + HEI HT
<br />TABLE //�j SEE DLO /
<br />W MAX. TABLE O 78" MAX.
<br />FLANGED FLANGED
<br />HEIGHTLl HEI HT
<br />SEE DLO TABLE X SASH SEE DLO TABLE X j SASH
<br />HEIGHT HAE QGHT
<br />DETAIL D DETAIL E
<br />VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH)
<br />49 5/8" MAX. FIXED
<br />DLO (ALL)
<br />0
<br />X
<br />9nidlogcodo - -
<br />Bapinlbn On 110
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<br />tGpllatba IOW
<br />NOTES:
<br />1. SEE SHEET 7 FOR VERTICAL AND HORIZONTAL SECTION DETAILS.
<br />2. SEE SHEET 9 FOR CORNER DETAIL VIEWS,
<br />3. SEE SHEETS 10 THROUGH 14 FOR ANCHORAGE INFORMATION. -
<br />4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS S A C) ARE BASED ON A THREE OVER TWO FORMiAT,
<br />F.K 2H&D7 C NO CHANGE THIS SHEEP '+ram
<br />tOTa OKOMIS, FL Y 76
<br />RG
<br />ELEVATIONS Z
<br />F.K.' 9A4D7 B NO CHANGE TWS SHEET NOxOMdi, FL 7112Ta � >�
<br />F.K 1 f/27A7d A ADD IMMORAL FIN VERS/O CHO. NOTE t P.O.Box iaz9 - ALUM. SINGLE HUNG WINDOW, NON -IMPACT R a L CIa44 P.E.
<br />.F. NOICOMIB, FL 84274 1RSIb¢y Betaer a"'" - O1p"° PE #39712
<br />FJ6 7/4ro6 J.J. 9121106 ti1b00 NTS B r 14 4092-20 C spuaurol
<br />VERTICAL DAYLIGHT
<br />OPENING
<br />DETAIL
<br />FMID LITE
<br />LOW
<br />SILL
<br />I HIGH
<br />SILL
<br />A
<br />34 1/2"
<br />34 3116'
<br />B
<br />41 5/8" .
<br />41 1/4"
<br />C
<br />41 1/4"
<br />40 7/8'
<br />D
<br />52 5/8"
<br />62 II/W
<br />E
<br />52 1/4"
<br />52 5/16"
<br />SASH
<br />DETAIL
<br />LOW
<br />SILL,
<br />HIGH
<br />SILL
<br />A
<br />341/2"
<br />343/16"
<br />B '
<br />27 7/16"
<br />27 1/8"
<br />C -
<br />27 7/16"
<br />27118".
<br />D
<br />16 3/8"
<br />15 314"
<br />E
<br />16 3/8"
<br />15 3/4"
<br />TABLE 4.
<br />PGT Industries
<br />NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
<br />A. DRAWINGS
<br />1. Manufacturer's die drawings and sections.
<br />2, Drawing No 4032-20, Sheets 1 tlu'ough 14 of 14, titled "Alum. Single Hung Window,
<br />Non -Impact", prepared by manufacturer, dated 9/21 /05, signed and sealed by Robert
<br />L. Clark, P.E.
<br />B., TESTS
<br />I. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
<br />along with marked -up drawings and installation diagram of .Proview aluminum single
<br />hung w/integral fin (3/16" temp), prepared by Fenestration Testing Laboratory, Test
<br />Report No. FTL-4886, dated 03/16/06, signed and sealed by Eduardo Largaespada,
<br />P.E.
<br />(Submitted under previous NOA #06-121 L 07)
<br />2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
<br />2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
<br />3) Water Resistance Test, per FBC, TAS 202-94
<br />4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-04
<br />along with marked -up drawings and installation diagram of aluminum single hung
<br />window w/integral fin (3/16" temp,), prepared by Fenestration Testing Laboratory,
<br />Test Report No. FTL-4959, dated 07/19/05, signed and sealed by Eduardo
<br />Largaespada, P,E.
<br />(Submitted under previous NOA#05-0928.03)
<br />3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
<br />2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
<br />3) Water Resistance Test, per FBC, TAS 202-94
<br />4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94
<br />along with marked -up drawings and installation diagram of aluminum single hung
<br />window (3/16" temp. & 3/16"' ann.), prepared by Fenestration Testing Laboratory,
<br />Test Report No. FTL-4655, dated 07/08/05, signed and sealed by Eduardo
<br />Largaespada, P.E.
<br />(Submitted under previous NOA #05-0928.03)
<br />4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
<br />2) Water Resistance Test, per FBC, TAS 202-94
<br />3) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94
<br />along with marked -up drawings and installation diagram of aluminum single hung
<br />window (3/16" ann. iG), prepared by Fenestration Testing Laboratory, Test Report
<br />No. FTL-4658, dated 07/15/05, signed and sealed by Eduardo Largae'spada, P.E.
<br />(Submitted under previous NOA#05-0928.0.3)
<br />Maneuel Per , E.
<br />Product Control am' er
<br />NOA No. 10- 1.03
<br />Expiration Date: January 26, 2016
<br />E-1 Approval Date: January 27, 2011
<br />ANCHOR QUANTITIES FOR 1/1 FLANGED WINDOWS TABLE 5.
<br />WINDOW HEIGHT
<br />SUBSTRATE:
<br />28.603
<br />34,803
<br />1 0,60$
<br />1 46.8
<br />1 62.603
<br />58.603
<br />1 84.603
<br />76.000
<br />ANCHOR TYPE;
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<br />212
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<br />2
<br />2
<br />2
<br />2
<br />2
<br />3
<br />2
<br />2
<br />3
<br />2
<br />2
<br />3
<br />2
<br />3
<br />3
<br />2
<br />2
<br />3
<br />2
<br />2
<br />3
<br />2
<br />2
<br />44.000
<br />H,J
<br />.................
<br />22212223l323333143i93,4353!341448314415315334164533454164451
<br />. ..
<br />...
<br />......
<br />.........
<br />_ ..
<br />i ................:....
<br />1
<br />A C,E,I
<br />2
<br />2 2
<br />2
<br />2 2
<br />2
<br />2 2
<br />2
<br />213
<br />2
<br />2 F3
<br />2
<br />![:3
<br />2
<br />3 4
<br />2
<br />2i3
<br />2
<br />314
<br />2
<br />3 4
<br />2
<br />213
<br />2
<br />3`4
<br />2
<br />314
<br />2
<br />2r3
<br />2
<br />3'3
<br />2
<br />2T3
<br />2
<br />2 3
<br />2
<br />2'3
<br />2
<br />2 4
<br />2
<br />2 3
<br />2
<br />3�3
<br />2
<br />3 4
<br />2
<br />2i3
<br />2
<br />3 4
<br />PSF
<br />79
<br />119
<br />90
<br />100
<br />113
<br />114
<br />119
<br />B,D,F,G,
<br />2
<br />2
<br />2
<br />2
<br />2
<br />-2
<br />3
<br />2
<br />2
<br />3
<br />2
<br />3
<br />3
<br />2
<br />3
<br />3`
<br />2
<br />3
<br />3
<br />2
<br />3
<br />3
<br />2
<br />3
<br />48.00D
<br />H,J
<br />2 2
<br />2t2
<br />2 2
<br />3 3
<br />2 3
<br />3 3
<br />3 4
<br />3l3
<br />3)4
<br />4 5
<br />314
<br />4j5
<br />4 6
<br />3�4
<br />4l5
<br />4r8
<br />3 4
<br />4 5
<br />418
<br />3 4
<br />4 5
<br />5 T
<br />A 4
<br />5i6
<br />ACE1
<br />2
<br />............._
<br />2 ............
<br />2
<br />2 _.
<br />2
<br />2
<br />2
<br />2
<br />2
<br />2
<br />2
<br />2
<br />2
<br />2
<br />2
<br />2
<br />2
<br />2
<br />2
<br />2
<br />2
<br />2
<br />2
<br />2
<br />2I2
<br />2 2
<br />2 Ti2
<br />2 3
<br />213
<br />213
<br />3 4
<br />213
<br />3 .�
<br />3 4
<br />23
<br />3'4
<br />3"i
<br />218
<br />3r3
<br />lid
<br />2 3
<br />313
<br />2 4
<br />2 3
<br />3 3
<br />3 4
<br />2i3
<br />.
<br />3f4
<br />PSF
<br />72
<br />118
<br />82
<br />1 90
<br />1
<br />103
<br />103
<br />lie
<br />113
<br />53.126
<br />B,D,F,G,
<br />H,J
<br />2
<br />2 2
<br />2
<br />2 2
<br />2
<br />2 2
<br />3
<br />3 3
<br />2
<br />2 3
<br />2
<br />3 3
<br />3
<br />3 4
<br />2
<br />3 4
<br />3
<br />3 4
<br />3
<br />3 5
<br />2
<br />3T4
<br />3
<br />4�5
<br />3
<br />4 6
<br />2
<br />3 4
<br />3
<br />416
<br />3
<br />4i8
<br />2
<br />3 4
<br />3
<br />4 5
<br />3
<br />4r8
<br />2
<br />3 4
<br />3'
<br />5 6
<br />3
<br />5 7
<br />2
<br />4'S
<br />3
<br />516
<br />A,C,E,1
<br />_.2...
<br />2
<br />2
<br />2
<br />2
<br />2
<br />2
<br />2'
<br />2i3
<br />2
<br />3i4
<br />2
<br />3 4
<br />2
<br />213
<br />2
<br />3.4
<br />2
<br />3 4
<br />2
<br />2 3
<br />2
<br />313
<br />2
<br />314
<br />2
<br />2 3
<br />2'
<br />3 3
<br />2
<br />3i4
<br />_2
<br />2 i.3
<br />2
<br />3 4
<br />2
<br />3.
<br />2
<br />2�3
<br />2
<br />3j4
<br />�EXTERIOR INTERIOR
<br />ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD & JAMBS), CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGH
<br />(ALL HEAD AND SILL DETAILS)
<br />1- FOR
<br />1. FOR ETE APPLICATIONS IN COUNTY, USE ONLY COUNTY
<br />SUBSTRATE:
<br />W NDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 6,
<br />17.126 22.668 28.211
<br />CONCRETE ANCHOR
<br />OVEROONC
<br />APPROVED U4' TAPCONS 1/4' SDADE
<br />1/4" SS4 CRETE-FLEX. MINIMUM DISTANCE FROM
<br />DISTANCE
<br />ANCHOR TYPE:
<br />33.764
<br />30.296
<br />44.838
<br />50.382
<br />K51 MIN. CONCRETE
<br />(SEE NOTE 1) 2x WOOD BUCK WOOD ANCHOR
<br />T CONCELCORETE
<br />ANC:Md10RT0 CONCRETE EDGE 1513/4".
<br />EDGE11
<br />2. FOR'!MOOD APPLICATIONS IN MIAMI=DADE COUNTY, USE #12 STEEL SCREWS OR
<br />WINDOW
<br />GLASS
<br />o
<br />` QQ
<br />a Z
<br />r a
<br />�: O
<br />O
<br />N Z
<br />pp
<br />f Z
<br />p
<br />p
<br />a
<br />p
<br />a Z
<br />O
<br />U
<br />ZZp
<br />O
<br />0
<br />nl 0
<br />N Z-
<br />U
<br />O
<br />p
<br />Z7g-
<br />cv
<br />FO
<br />O
<br />U
<br />N Z
<br />U
<br />r Z
<br />O
<br />U
<br />y Z
<br />Z3.36
<br />NOTE 3)
<br />(SEE NOTE 2)
<br />(GB)
<br />1/4" 4 CRETE-FLEX.
<br />WIDTH
<br />TYPE
<br />S
<br />U
<br />t9
<br />U
<br />tl
<br />U
<br />U
<br />tltl
<br />3
<br />U
<br />U
<br />U
<br />O
<br />U
<br />p
<br />O
<br />O(SEE
<br />U
<br />3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS IARE BUCKS WHOSE
<br />F 119
<br />1191
<br />t •-
<br />; �, > 13/li"MIN., 1l4"TAPCON
<br />TOTAL. THICKNESS IS LESS THAN 1 1/2"• 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE
<br />B,
<br />'
<br />1 .
<br />- • . •,
<br />. _1
<br />1 _
<br />_.,1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />13/4" MIN., 1/4' CRETE-FLEX
<br />INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS ARE 1 1/2"
<br />H J
<br />1
<br />1
<br />2
<br />2
<br />3
<br />3.
<br />3
<br />4
<br />5 .......!
<br />OPTIONAL 1 x - i 3!e`
<br />THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE
<br />19.12b
<br />G
<br />WOOD BUCK
<br />j� MIN
<br />ENGWIEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.
<br />T......
<br />1_
<br />i
<br />2
<br />3
<br />2
<br />3
<br />2
<br />8.....
<br />3.....
<br />3
<br />d....
<br />4
<br />9
<br />4
<br />5
<br />(SEE NOTE 3)
<br />�I
<br />_1' -
<br />4. FOR ..4'TTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF
<br />A,C,E,I
<br />1_
<br />1.._
<br />.,1 _ .._
<br />1
<br />1
<br />_
<br />1
<br />1
<br />1
<br />1
<br />.
<br />114`
<br />8083 T'S AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE
<br />OF A SIZE
<br />1
<br />lip
<br />2
<br />lye
<br />_
<br />_
<br />S
<br />3
<br />it
<br />-.5.-_
<br />4
<br />'•'
<br />MAX• 1/4"
<br />TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT
<br />B, D,S
<br />1
<br />SHIM MAX'
<br />SHOIii #tJ IN THESE DETAILS FOR 2z WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET
<br />H J
<br />,
<br />1
<br />1
<br />„1
<br />2
<br />:.. )..._,
<br />.I
<br />1 _.
<br />-. 1,
<br />_1 .,
<br />,,,1__.
<br />] ...
<br />I
<br />1
<br />1
<br />1
<br />1._..
<br />1...
<br />..1.
<br />?....
<br />_..:,
<br />SHIM
<br />METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. WTHESE CRITERIAARE
<br />24.000
<br />2
<br />3
<br />5
<br />3
<br />5
<br />4
<br />DETAIL A DETAIL B
<br />MET: THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS
<br />t3
<br />i
<br />1
<br />"`2
<br />;
<br />.
<br />TYPICAL FLANGED HEAD ANCHORAGE
<br />MAY BE USED.
<br />6 ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS.
<br />A,C,E,I
<br />.............._
<br />1
<br />i '
<br />1
<br />1
<br />'2
<br />1
<br />` 2
<br />h
<br />1
<br />$
<br />2
<br />1._
<br />'2
<br />1
<br />` $
<br />3
<br />4
<br />4
<br />1. •
<br />3
<br />� 'J•
<br />4
<br />1...
<br />5
<br />- 1......._1..:
<br />'J
<br />3
<br />5
<br />1.
<br />........
<br />1 .
<br />...).:...._1
<br />e
<br />8. FLAT 4EAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS.
<br />P8F
<br />01
<br />1 3ills
<br />S
<br />4
<br />d
<br />3
<br />4
<br />4
<br />'
<br />1 114"
<br />MIN.
<br />-�i N"
<br />7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT
<br />WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS
<br />H J
<br />1
<br />2
<br />2
<br />$
<br />»3
<br />_,1 ,•
<br />.. 2
<br />.. _
<br />. • 1 .:..
<br />�
<br />2 ..
<br />•, 1,
<br />.., 2.
<br />"e
<br />1/4' MAX, SHIM I-o—'
<br />1/4" MAX, SHIM`
<br />I
<br />OF FBC,
<br />CURRENT EDITION, SECTION 2003.8.4
<br />32 �
<br />8
<br />�
<br />4
<br />x
<br />5
<br />4
<br />6
<br />B
<br />4
<br />8
<br />8
<br />,
<br />7
<br />_.,,
<br />--1
<br />^{
<br />(SUPPLEMENT 2006),
<br />G
<br />22
<br />A,CEI
<br />....
<br />.._1
<br />1...,...
<br />1
<br />1
<br />1
<br />CONCRETE ANCHOR,
<br />WOOD ANCHOR,
<br />P3F
<br />91
<br />4
<br />2
<br />9
<br />_.
<br />y r PH BELOW MEETING
<br />PH BELOW MEETING
<br />, D,
<br />1
<br />2
<br />3
<br />2
<br />RAIL. (SEE NOTE 2)
<br />RAIL. (SEE NOTE 2)
<br />H J
<br />{
<br />1
<br />1
<br />Z......».
<br />....2
<br />..
<br />_3
<br />$
<br />.... 4
<br />4 .....
<br />4 ..._..
<br />_.
<br />Z.,.........
<br />7 ..,.....
<br />....
<br />... 3.35 KSI MIN. CONCRETE
<br />' 06WRLM MM -
<br />37.000
<br />�
<br />�
<br />'4
<br />3
<br />'J
<br />3
<br />3
<br />it
<br />$
<br />- �
<br />5
<br />4
<br />5
<br />— ....
<br />-
<br />....,.....9
<br />T OR MIN.
<br />.. -
<br />IIM!TERIOR
<br />ateampljl�wW4YaNy(I�
<br />- 9uldlDgCod4..-
<br />- -..
<br />�
<br />A,C,E,I
<br />.__.....1
<br />1.
<br />2._.............E
<br />2
<br />,.„1
<br />,2 .......3......4...4.....5.......4_...4......3..--
<br />1
<br />2
<br />2..
<br />1
<br />2
<br />1
<br />2
<br />4
<br />- -
<br />.
<br />.. (ALL JANIE DETAILS)
<br />- EXTERIOR
<br />AscptaaceNo�.
<br />PSF
<br />S..
<br />_ 5...
<br />4
<br />...1.....a
<br />-
<br />...�
<br />ix BUCK OPTIONAL WITH SOLID CONCRETE
<br />(�
<br />P.xplro Dab 1{a
<br />'!
<br />3 .....:2
<br />-
<br />SUBSTRATE (SEE NOTE 3)
<br />S1
<br />H. J
<br />1
<br />1
<br />1
<br />r2
<br />I
<br />....L.
<br />.....
<br />4...
<br />...-
<br />.. B ,.
<br />. 8...
<br />.. 8,...
<br />5..
<br />6
<br />:........
<br />e
<br />DETAIL C bETAIL D
<br />Mbmr P4a41w1 .
<br />Dirirr
<br />40.000
<br />G
<br />1...,
<br />2
<br />...1,
<br />..{
<br />..:2
<br />- 2 .
<br />3
<br />3
<br />2
<br />3
<br />4
<br />.... .....:4._.
<br />, 8.....
<br />6......8.,..... 2.
<br />g :
<br />_...._
<br />.:.� .
<br />. ..:.........8......
<br />TYPICAL FLANGED JAMB ANCHORAGE
<br />A,C,E,i
<br />...
<br />{
<br />. R........
<br />........
<br />2..
<br />2 _
<br />2
<br />.s
<br />..g....
<br />2.,
<br />3
<br />4 .
<br />4 ..._,.....
<br />2
<br />2 .
<br />8
<br />_. 2
<br />4.
<br />2
<br />....S'
<br />2
<br />...5_..
<br />2
<br />4
<br />....3 ...4
<br />2 ,
<br />......
<br />PSF
<br />80
<br />10
<br />MAX.
<br />1. _
<br />..,.,�
<br />...'F
<br />SHIM
<br />I
<br />1/4'
<br />H J
<br />T
<br />1
<br />2.
<br />3:
<br />3
<br />$..
<br />ri
<br />6
<br />5...
<br />. 6
<br />7
<br />7
<br />6
<br />`.....
<br />WOOD FRAME
<br />MAX
<br />44.000
<br />Q
<br />1
<br />2
<br />1
<br />. L........2
<br />_....2.....2
<br />....
<br />2
<br />S
<br />L.....4
<br />.4...
<br />_.. 3 ...
<br />8........
<br />. tl _....
<br />b
<br />2
<br />4....
<br />3
<br />-3
<br />3
<br />3
<br />2
<br />...2 ...
<br />2
<br />2.;
<br />2
<br />.....2
<br />WOOD FRAME
<br />_rSHIM
<br />ra4u cr4ivbw
<br />A,C.E,1
<br />?
<br />_.
<br />.................
<br />g..._...
<br />2.._
<br />2
<br />2
<br />DIA. MIN.
<br />13
<br />,.
<br />waompyfeaMra41at4Y�
<br />9uldiagcob
<br />-
<br />PSF
<br />1
<br />i......i..
<br />2,.
<br />.2..
<br />3
<br />'�'....
<br />4
<br />.....
<br />....._
<br />S .....5.
<br />4 ..
<br />4...:...
<br />E....
<br />._4.
<br />-
<br />2
<br />21!2"NAIL,
<br />fIT
<br />8;
<br />0
<br />8
<br />2
<br />131"DIA. MIN.
<br />AT CORNERS
<br />H J
<br />^
<br />'T
<br />-L
<br />_
<br />_ _
<br />4-
<br />.�
<br />-4_.
<br />�"
<br />6
<br />-
<br />2
<br />8
<br />-V
<br />3
<br />2
<br />3
<br />NAIL,
<br />112"CORNERS
<br />AND S' O C.
<br />.�
<br />48.000
<br />Q-
<br />2
<br />2
<br />3
<br />2
<br />3
<br />T
<br />AT CORNERS
<br />AND 8 O.C.
<br />WOOD FRAME
<br />GIrY1M
<br />A.C,E,II-T-
<br />1......1._.
<br />. 1........,�....._2...
<br />2
<br />_..2
<br />5....
<br />-_ S
<br />.. 5....
<br />4 ....4
<br />......,_
<br />2
<br />- 2
<br />...5..
<br />2
<br />S......8
<br />.._
<br />2
<br />8..,
<br />....8.......�,....
<br />2,
<br />5..
<br />. 8 ...,
<br />2
<br />...6.
<br />131" DIA. MIN.
<br />PSF
<br />63
<br />.�_
<br />'3
<br />4_.
<br />.2
<br />_. 3_
<br />a
<br />-.
<br />2
<br />2
<br />4
<br />MAX.
<br />x 2 1/2" NAIL,
<br />i;:
<br />SHIM AT CORNERS
<br />AN 6" O.C.
<br />53.125
<br />HJ
<br />0
<br />I.,..L_.._.......2
<br />....,�
<br />5.......5.
<br />.5......A.......
<br />..4.
<br />.._35.......6...
<br />.-S..
<br />...$
<br />2.....:8
<br />._�3............�..
<br />DETAIL F, (HEAD) DETAIL E. (JAMB)
<br />DETAIL G, (SILL)
<br />/f f
<br />i
<br />1
<br />L...:..2.........._
<br />. »Z.......L_:...,
<br />.2 ..
<br />..5.»
<br />4......4:.....4
<br />3. ....4....,..I
<br />3
<br />5...
<br />5.........5..
<br />8....
<br />2
<br />5...
<br />S
<br />TYPICAL INTEGRAL FIN ANCHORAGE
<br />(�_
<br />A c,EJ
<br />...
<br />2
<br />8 ....
<br />f
<br />4.
<br />--2 .
<br />4.
<br />FJC
<br />V1Ag7
<br />C NOCHANOETNrBAHEEr
<br />a..i+w
<br />AK
<br />vl"y
<br />C
<br />NOe1wlltiE7Hr9SWET
<br />oa.ea..
<br />- -Raw
<br />1AWr -
<br />S 9PEGFYFBC
<br />1070IS"OLOOYDRwE
<br />CURRENTEDITTO NOT'E7. NOKOMIO,ASId7aMGM
<br />ANCHORAGEDiTAIL$ -
<br />- ^
<br />h/
<br />- - -
<br />F..
<br />2A1 --B
<br />12Tilb
<br />a=A1TALIOIZEDPL/641T1EDSawmDMOD.NOTE6
<br />+97D TelotnoLOOY 9arve
<br />NOIOMIa,FLa4e7a
<br />�I
<br />ANCHORAGE
<br />+r,
<br />ALUM. SINGLE
<br />-
<br />F.K
<br />i1ro7ATa
<br />LM
<br />g B EN -
<br />ALUM. , IANOLE HUNG WINDOW NON -IMPACT
<br />F.K
<br />1
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<br />NVK6iA PL 34274 Vi7elby Bettor. +M1 +t orle T. nrp wo - F 7/4w INd1rod
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<br />F.K.7//n)6 J.J. Sn1Ae8 BHepd NT5 14 a 14 4092�-20 C
<br />ANCHORAGE NOTES:
<br />1. ANCHOR TYPES; 1 - 1/4- ELCO TAPCONS
<br />2. 114" ELCO SS4 CRETE-FLEX
<br />3 - #12 SCREWS
<br />2. ANCHOR LOCATIONS ARE BASED ON THE
<br />FOLLOWING DIMENSIONS,
<br />HEAD - IS 1/2" MAX FROM TOP CORNERS
<br />JAMBS-171/2" MAX, FROM TOP CORNERS
<br />15" MAX. FROM BOTTOM CORNERS
<br />B" MAX. BELOW MTG.' RAIL
<br />SILL - ANCHORS NOT REQUIRED
<br />3. INSTALL PER THE ADJACENT TABLE ANCHOR
<br />UAN ITIES USING Q TTllE-DIMENSIONAL CRITERIA OF
<br />NOTE 2.
<br />4. DESIGN PRESSURE LIMITATIONS:
<br />31ZE BLOCKS OF THE ADJACENT TABLE WITH A
<br />BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A
<br />MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
<br />OF ANCHORS SHOWN IN BOLD, DUE TO ANCHOR
<br />SPACING LIMITATIONS. OTHERWISE, THE MAXIMUMI
<br />DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND
<br />GLASS TYPE IS AVAILABLE.
<br />RODUCTR6NEW6D
<br />ae complying wiA tho PlaeHi
<br />9uldina Cade
<br />@ P �bno Nat 0 .05
<br />8y
<br />Miami P4o1a4f
<br />TABLE KEY:
<br />(DP LIWED)
<br />MAX PSF 1111 rNeaucTaevuiso
<br />HEAD 2 Tale wiu rYi talwlaa
<br />JAMB ABOVE .2...3 AArr. . 11.0
<br />WrG. RAIL e
<br />JAMB BELOW
<br />tNlra e p Cda11o11A
<br />MTG. RAIL mwa"a
<br />(FULL DP)
<br />HEAD 2
<br />JAMB ABOVE 2 3
<br />G. RAIL
<br />JAMB BELOW !✓
<br />MTG. RAIL
<br />ACING, 1/1 WINDOWS 1 °
<br />ING WINDOW, NON -IMPACT R 61 L. c, , P.E.
<br />10 r 14 4092-20 C PE#39?12
<br />swaural
<br />PGT Industries
<br />NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
<br />E. MATERIAL CERTIFICATIONS
<br />1. None.
<br />F. STATEMENTS
<br />1. Statement letter of conformance, dated October 15, 2010, signed and sealed by Robert
<br />L. Clark, P.E.
<br />2. Statement letter of no financial interest, dated October 15, 2010, signed and sealed by
<br />Robert L. Clark, P.E.
<br />G. OTHER
<br />I . Notice of Acceptance No. 06-1211.07, issued to PGT Industries for their Series "SH-
<br />600" Aluminum Single Hung Window - N.I.", approved on 03123/07 and expiring on
<br />01 /26/11.
<br />4' ,
<br />
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