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-- 5210 MAX. —
<br />40' FIXED WIDTH DL4
<br />8" SEE SHEET 9
<br />FOR ANCHORAGEMAX —� I
<br />REQUIREMENTS
<br />MAX,
<br />75,
<br />MAX,
<br />10,
<br />MAX.
<br />N g
<br />w
<br />X
<br />ar
<br />MAX. 4S afC &ASH WIDTH DLO —
<br />BOX FRAME
<br />MAX. SIZE = 52.125' X 75"
<br />W
<br />_ 6• MAx. -
<br />MAX. TYR
<br />33 3A"
<br />FIXED
<br />HE IOHT DLO
<br />75'
<br />MAX.
<br />781W
<br />FRAME
<br />33 3/4'
<br />BASH
<br />HEIGHT DLO
<br />NOTE:
<br />1. FOR BOX FRAME SECTIONS SEE SHEET 8 AND ANCHORAGE INFORMATIOM SEE SHEETS 8 AND 10.
<br />2. FOR INTEGRAL FIN FRAME SECTIONS SEE SHEET 5 AND ANCHORAGE INFORMATION SEE SHEETI I
<br />- 55 31e"FRAME O.D.
<br />— 52 Ila* MAX.
<br />4W FIXED WDTH DLO
<br />F4100,11
<br />.
<br />MAX. TYP.
<br />0
<br />X
<br />46 31V SASH WIDTH DLO -- -
<br />INTEGRAL FIN
<br />MAX. SIZE = 52.125' X 75'
<br />46. 1 11&WW I A I PERU1AMf MMLiFrffRDAWD %WloOa Ir lrm =1a] EtEW,4 - LWM,� ,n�en�vr. nr_v Den
<br />33 314'
<br />FACED
<br />HEIISHT'DLO
<br />33 3W
<br />SASH
<br />H EIGHT DLO
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<br />TYP.
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<br />OQ
<br />OQ
<br />IO©QQOQ
<br />A©OQ
<br />Example: 52.125 x 75 For 1 f1 Window s
<br />3 +Anchors required in the hand
<br />3 4
<br />Anchors required belmy the NITR
<br />Anchors required above the MTR
<br />Example: 92.125 X 62.500 For Maw Window s
<br />3 Head- 3
<br />3 4 2 2
<br />Sasl *
<br />Fixed**
<br />NUTL- FOR VIBN VVINDOV45 USE VIEVV FKED WNDOW HEIGHT FOR ANCHOR Qt1ANTtCY IN HEAD ANO
<br />ABOVE THE MTR, AND USE THE VIEW SASH WNDGVV HEIGHT FOR ANCHOR QL A NTtTY BELOW THE MTR
<br />M4XWM HEIGHT FOR VIEW WINDOW IS 621 /211.
<br />NOTE: FOR VIEW WINDOW THE'_ LARGEST CAN NOT EXCEED THE TESTED SIZE.
<br />- - — lixsraa
<br />D.O. 1l2FeOr A PER NMMI-DADSLf"FRDAIIND1343"V
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<br />A. Li'W'VILLOA' P.E,
<br />FL P.E.# 58709
<br />ANCHORAGE NOTES FOR SOX FRAME:
<br />1_ ANCHOR TYPES: 1- VIC"ULTRAMNS
<br />2 - a1a $cREw$
<br />2. ANCHOR LOCATIONS ARE BASEDON THE
<br />FOLLOWING DIMENSIONS.
<br />HEAD- e" MAX• FROM TOP CORNERS
<br />JAMBS- T MAX. FROM TOP CORNERS*
<br />('NOT TO EXCEDE 114OF TOTAL WINDOLV HEIGHT)
<br />6" MAX. FROM BOTTOM CORNERS
<br />4" MIN. BELOW MTG. "L
<br />SILL- AINOHIORS NOT REQUIRED
<br />1. INSTALL PER THE ADJACENT TABLE ANCHOR
<br />OUANTITIES USING THE DIMENSIMAL CRITERIA bF
<br />NOTE 2.
<br />4. ANCHORAGE SHOWN FOR BOX FRAME: UWTH OR WITHOUT
<br />OPTIONAL FLANGE.
<br />5. FOR INTEGRAL. NAIL FIN FRAME AVCHORAGE. SEE SHEET 11.
<br />ill WINDOW
<br />I I I I
<br />VIEW WINDOW
<br />7 52118'
<br />I I I �
<br />-OH FIXED
<br />AH SASH
<br />FO TGC HNDLO0W DRWE MC07
<br />� re ,... — — — .r., —
<br />NO160iiN. FL i42T5 T0cr 0.60XI42e1/f11 f .SIJ7 a f'i!1 1NI/If�Oltr 18 8 Mfssll6
<br />NOKond, NTS to !f aw"f" 5181-1
<br />2x W000 DUCK
<br />910 SCREW
<br />(SEE NOT)_ 3)
<br />31$1,MIN.
<br />3r'8" MSN.
<br />2x WoPO PVCK
<br />(BEE NOTE-
<br />OPTLONAL
<br />FLANGE
<br />MAX'
<br />sl•iIM
<br />pr1G SCREW
<br />OPTQWN FLANGE
<br />JAMS Wf BOX FRAME HEAD W180X FRAME
<br />THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD
<br />ilk?::31i_rJia
<br />Ix WOOD BUCK
<br />MEE NOTE 3)
<br />3.5IC31MIF1.CANORE 'y"', •Y; ± ' 3O WN,
<br />CAR IS kSl MIN. ORIU __L
<br />OPTR7h[Rf.
<br />FLANGE
<br />1 J4"
<br />MAX.
<br />SHIM
<br />W ULTRACON
<br />X WOW 8l1CII
<br />SEE NOM S}
<br />W1V JVL`rPA0ON
<br />OPTIONAL FLANGE '
<br />JAMB W/ BOX FRAME HEAD Wl BOX FRAME
<br />THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE
<br />Ix BUCK OPTIONAL 1x BUCK OPTIONAL
<br />N07ES:
<br />1. FOR CONCRETE APPLICATIONS IN 16"AMI-DA13e COUNTY, USE ONLY MIAMI-DAIS COUNTY APPROVED all(r LILTRACON. EMSEDED 4 3X' MIN., MTANU FROMANCHOR
<br />TO CONCRETE EDGE 1$1" MIMiMUM
<br />2• FOR YOM APK1C,,ATI024$ IN AM AIMI-DARE C41,lNTY, VSrz#1D STEEL KREW. r=MBE,PF_D 1 38- MIN..
<br />3. WOOD BUCKS DEPICTED) IN THE SECTIONS ON T4416 PAGE AS 1x ARE BUCKS VVHOSE TOTAL THICKNES5 IS LESS THAN I UF, 1xW0W BUCKS ARE OP7i0NAL IF dNI7
<br />CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. VWDOD BUCKS DEPICTED AS 2x ARE 1112"THICK OR GREATER. *STALLA71ON TOTHE SUBSTRATE OF OD WO
<br />SUC#C9 Tp 9E EN6tNEEaEA 6Y c77H@K69 t7R AS AppFrOV£b kIY AI1T11(tgrFY HAVING JURISDrOY16N.
<br />4, FOR ATTACHMENT TO ALUM114UM: THE MA73MIAL SHALL 8E A MINIMUM STRENGTH OF fi WT5ANP A NANIMUM OF Ir$" THICK. fKE ALQQIINI)MSTRVCTURALIME,MBER
<br />SHALL BE Or A a1ZE TO PRO VE FULL SUPPORT TO T11E WINDOW FRAME 51MIM TO THAT SIiOWN IN THEM DETAILS F OR 2x WOOD BUCKS. THE ANCHOR 51 IALL
<br />BE A II10 SHEET METAL SCREW WIT14 FULL ENGAGEMENT INTO THE ALUMINUM. IF Tit196 CRITERIA ARE NET, THE W9VGCTIVE DESIGN PRESWRES AND ANCHORAGE
<br />SPACING FOR ULT1i ONS MAY BE USED.
<br />D.a fIPA" A ` PERkAMOVIDFCE TTeR DA790 fQMA1 � ANCHORAGE DETAILS - BOX FRAME
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<br />FL P.E.# 58705
<br />t1e[>r�6sc•r ftF?1if6L1).
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<br />1 14" MAX. SHIM-1 [ -
<br />2x WOOD BUCK
<br />(SEE NOTE 2)
<br />I/t)' DIA. x 1 1/2' NAIL,
<br />W MAX
<br />CORNER & 4 IJ
<br />OPTIONAL
<br />FLANGE
<br />1/8"DIA. x 1 IW NAIL,
<br />21/4" MAX, FROM
<br />CORNER & 4 VrO,C_
<br />OPTIONAL FLANGE -,
<br />JAMB W/ NAIL FIN
<br />THRU NAIL FIN INTO WOOD FRAMING
<br />2x WOOD BUCK
<br />NOTE 2)
<br />—L
<br />OPTIONAL
<br />FLANGE
<br />114"
<br />4X
<br />uM
<br />VB" DIA, x 1 11T NAIL, /
<br />S' MAX, FROM
<br />CORNER Il—
<br />CORNER & 41/$' O.C.. 2x WOOD BUCK
<br />(SEE NOTE 2)
<br />HEAD W/ NAIL FIN SILL W/ NAIL FIN
<br />THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING
<br />NOTES:
<br />1. FOR INTEGRAL FIN APPLICATIONS IN MIAMI-DADS COUNTY, USE 118- DIA, K 1 1/2" NAIL.
<br />2, WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 IP2". 1x WOOD
<br />BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR
<br />GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BYAUTHORITY HAYING
<br />JURISDICTION.
<br />3. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8" THICK, THE
<br />ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN
<br />THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #10 SHEET METAL SCREW WITH FULL ENGAGEMENT 114TO THE ALUMINUM.
<br />IF THESE CRITERIA ARE MET, THE. RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED.
<br />I f/26AM A I PER MWA—DADE LATER DATED 1041AS
<br />19ToOKOMIS FL34 DRIVE AiyCHORAGEDETAILS -
<br />171fa�Pd B NQCiWVQETiUssllFST NI)KOMtB,FL34176I VAL.
<br />P.o, 6qx 192a
<br />1.J .ar, FL SW4 VZO&Z., Betio
<br />IMIAMECDDE MIAMI-DADS COUN'1'Y
<br />o PRODUCT CONTROL SECTION
<br />DF,PARTMFJ4T OF PKRM r1TINC, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208
<br />AFFAIRS (PERA) Miami, Florida 33175.2474
<br />BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315.2599
<br />NOTICE OF ACCEPTANCE (NOA)
<br />PGT Ind ustrdea - - --
<br />1070 Technology Drive
<br />Norih Venice, FI, 34275
<br />SLYW[b:
<br />Ibis NOA is being issued under the applicable rules and regulations goveming the use of construction
<br />materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -
<br />Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
<br />Having Jurisdiction (AHJ).
<br />This NOA shall not be valid after the expiration date stated below. The Miami-17adc County Product Control
<br />Section (In Miami Dade County) attd/or the AHJ fin areas other than Miami Dade County) reserve the right
<br />to have this product or material tested for quality assurance purposes, If this product or material Fdils to
<br />perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
<br />immediately revoke, modify, or suspend the use of such product or material within their jurisdiction, PERA
<br />reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
<br />Section that this product or material fails to meet the requirements of t11c applicable building code.
<br />This product is approved as desm-ibed herein, and has been designed to comply with the Florida Building
<br />Code, including the High Velocity Hun•icane Zone.
<br />DESCRIPTION: Series "SH-SM Vinyl" White PVC Singk Hung Window - L.M.I.
<br />APPROVAL DOCUMENT: Drawing No. 5191-1, titled "Vinyl Single Hung Window, Large Missile
<br />Impact", sheets 1 through 11 of] ],dated 09/07108 with revision C dated 10107/11, prepared by
<br />manufacturer, signed and sealed by Anthony Lynn Miller, P,E., bearing the Miami -Dade County Product
<br />Control Revision stamp with the Notice of Acc:eptancenumber and expiration date by the Miami -Dade
<br />County Product Control Section.
<br />MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
<br />LABELING: Each unit shal I bear a permanent label with the manufacturer's name or logo, city, state,
<br />modellseries, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
<br />noted herein.
<br />RENEWAT, of this NOA shall be considered after a renewal application has been filed and there has been
<br />no change in the applicable building code negatively ail'ecting the performance of this product.
<br />TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
<br />in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
<br />of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
<br />to comply with any section of this NOA shall he cause for termination and removal of NOA.
<br />ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
<br />followed by the expiration date may be displayed in advertising literature. If any portima of the NOA is
<br />displayed, then it shall be done in its entirety.
<br />INSPECITON: A copy of this entire NOA shall be provided to the user by the manufacturer or its
<br />distributors and shall be awailabie for inspection at the job site at the request of the Building Official.
<br />'Iltis NOA revises NOA # I)8.0820.14 and consists of this page I and evidence pages E-1 and E-2, as well
<br />as approval document mentioned above.
<br />The submitted documentation was reviewed by Manuel Percy., P.E.
<br />NBA No, 11-1013.19
<br />t. c Expiration Date: January 68, 2014
<br />Approval Date: December O8, 2011
<br />Page 1
<br />NTs 1 11 f 11
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<br />`SSIONAL''
<br />A, LYNUMILLE,R, RE.
<br />FL P.E.# 58705
<br />
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