|
1 11 1 rl 11I Jl 11 1 1 li I - l I I I _ I I I 11 f" 0011 � II !;F; f11i l;
<br />001IIIIIIIIIIIIIIIIIIIIIIIIIIIIII10.
<br />. .
<br />C (j
<br />UNG WINDO
<br />W SING LE H
<br />r_. 0 NON -IMPACT -
<br />• SERIE
<br />S 20
<br />NOTES, S
<br />- �_15i,-) I N'tri ,�_:rn_a§ tiNERAL O
<br />-'FLORIDAFL
<br />,) THIB PRODUCT HAS SSENDING DESIGNED $ VELOCITY
<br />HURRICANE
<br />ICANE WITH THE REQUIREMENTS OF THE -,,,,. 63A/8"' TIPAO TIP WIDTH - 52-1/6' BUCK WIDTH -'
<br />iVFIZ .
<br />1
<br />BUILOItJG,CODE, INCI-UD1N0 THE HIGH VELOCITY HVRRICANE ZONE( ) - - 62 i(8"BUCK WIDTH . - -
<br />48.1lB"
<br />- VISIBLE LIGHT'
<br />IN WI ND•BOR NE DED RIS
<br />REGIONS.
<br />VLSI
<br />I USED- f8"
<br />2) SHUTTERS ARE REQUIRED WHEN S NO ANCHORS _ 491 '�
<br />RV
<br />SON LIGHT D MA VISIBLE I
<br />VE REQUIRED w V19 0
<br />- APPROVE[) E U RE COUNTY A R Q �- 9" MAX
<br />AMI •OADE cOU-
<br />N(:Y MI3) FOR MASONRY APPLICATIONS Ui MIAMI-DAVAL AT ONS WERE SOUTHERN PINE, ASTM C90 CONCRETE FLANGE g 3„ MAX.MM1X^ '
<br />ANCHORS. MATERIALS USED FOR ANCHOR -VALUATIONS ET 4 $ 6. A E HEAD � - -
<br />AASONRV UNITS AND CONORETE WITI+ MIN, KSI PER ANCHOR TYPE. SEE TABLES 686. SHE FRAME -- _ 7-�-, '-)}'
<br />M A 1 0
<br />R TABLE 8 SHEET C ALL WOOD BUCK THAN
<br />D INTO WOOD AS PER 05-112"
<br />4UMBE.USE INSTALLED -
<br />Y AL Y ANCHORS A I ST 35 1!2" 90NRM S N MA1 .
<br />OPTIO
<br />NAL F T
<br />P E O 7}-
<br />. ARE I _ KS - _ -
<br />1w D SUC
<br />KS _
<br />Tlo s. x - --
<br />I LLA N - E
<br />1X NSTA VISIBL
<br />FCONSIDERED - B S M I{ IB -, + KARTK RO -1 V S E 2 IC F O _SUCKS L ! THICK 2 - 8' ),TAX.
<br />ID X F. J
<br />RBA ER.1X AN. -
<br />I as G T
<br />"1H CK
<br />E 1.1l2 -
<br />TE AS 2X ARE i DEPICTED LIGHT BUCKS J 1
<br />WOOD SiOr OF 1 IOH iSUBSTRATE. LK DE E TER 2. l 7
<br />O I ECTLY TO D BUCK CENTER
<br />NOO ITURE,1
<br />RANSHE STRUC -
<br />O T 70"
<br />(WHEN USED) SHALL RE DESIGNED TO PROPERLY ENGINEER
<br />OR LOADS
<br />OF RECORD, MEETING / MAX. O.C. /
<br />c
<br />TIP -TO •TO 0 .. MAX. o, .
<br />OF THE ENGI NEER O P
<br />BIBILITV -
<br />3PON IL
<br />T THE E flA \i I JS'rALLA ION IS R - - - AND t --
<br />TIF 1
<br />-- 1
<br />ESSIN OOR STU
<br />CCO. USE ANCHORS
<br />LL DR EIGHT
<br />O WA H I EYON -_.._
<br />L 1 LL BE _ -
<br />$)ANCHOR EMBEDMENT TO BASE MATERIAL 9 A 9 Y7•, - ,
<br />I IS SE DON ALL
<br />ALA V 1 T S NT
<br />TABLE 5 8 SHEE
<br />T
<br />6: NAR
<br />ROW JO h f:
<br />ON A E $L A EC IEP T
<br />S IF SEALING/FLASHING LEN T, AS P I LASH SUFFICIENT0 i A G!F OFALL SE L N 9 CK
<br />OVERALL U
<br />SEALED. 7 T"
<br />IR SHOUL
<br />D BES EA
<br />T L ANCHORS S
<br />T LA ION N
<br />S AL PB FRAME, I sco
<br />FRS OF THEN THE
<br />FOUR CORNERS ND
<br />- 1NSTAlLAT10N SHALL BE GONE BY OTHER9 ANU IS BEYO ; . _ HEIGHT /� _� DUCK
<br />9TRA I EGY FOR WATER RESISTANCE OF J
<br />- - /
<br />OF THESE INSTRUCTIONS, ^o' MAX, FROM 1 _._ _ _ HEIGHT
<br />_ TER O F
<br />CFN
<br />E Iy
<br />TO THE __ _-1
<br />FLUSH i
<br />SN F -
<br />ET} PR OD VCTI NOT /
<br />E 1E MEETING
<br />R LOCATION WHERE EETt -
<br />_ 8) SHIMS ARE REQUIRED A EACH ANCHOR N 1 /
<br />- SUB3TRATE. VSE SKIMS CAPADLE OF TRANSFERRING APPLIED LOA09. WOOD BUCKS, BY OTI4ER9, MUST BE M RAIL / 2a _ � / _
<br />SUFFICIENTLY ANOHORED TO RESIST LOADS IMPOSED ON THEM SY THE WINDOW. I MAX, D.C. {I
<br />7 7 OE41 N PRESSURES:
<br />ES•
<br />"-
<br />-._..._ .
<br />4_
<br />_ ----
<br />7
<br />� --- --
<br />--D
<br />A. NEGATIVE DESIGN lOAOSBnSEU ON STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS PER _8"J___ ,3"_E1360. -Bt0 ANCHORSHF UIRED MAX. ^-
<br />B. POSITIVE DESIGN LOADSBASED ON WATER TEST PRESSURE,S7RUCTURALTEST PRESSURE, FME MAX IN FLANGE FRAME SILL 6MAX--
<br />. O.C.
<br />ANALYSIS S AND GLASS R A6TM E1300.
<br />___
<br />8 THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THEWINOLOADSCORRE,iPONDINF TG TYP. FLANGE FRAME. ELEVATION - . TYP_INTEGRAL FIN FRAME ELEVATION___
<br />THE REQUIRED DESIGNPRESSURE. THE 331/3% STRESS INCREASE HAS NOT BEEN USE[)INTHE DESIGNO _ - TESTED UNIT
<br />THE EVALUATION OF ANCHORS INTO WOOD. TESTE _R_ UNIT) ----
<br />THIS pRO 7)VIIA THE E I LOAD DURATION FACTOR WAS USED FOR HALL MEET THE REQUIREMENTS . ` . ,
<br />-� ANOHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS S
<br />OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. � I- .
<br />B) REFERENCES: TEST REPORTS FTL•6479i ELCO ULTRACON NOA; ELCo CRETEFLFX NOlr,AN61/AFSPA NOS-2005 - -
<br />FOR WOOD CONSTRUCTION AND ADM-2006 ALUMINUM DESIGN MANUAL. GUIDE I SHEETS:
<br />FRAME) OR
<br />1 GE FR !
<br />- 10) SHE 200 SERIES SINGLE HUNG WfNbOW WAS FQRMERLY KNOWN A9 THE 4000 SERIES (FLA J OENEMI NOTES ...... 1 .
<br />- ... 1
<br />_ ELEVATIONS 40131 SERIF FINE A H . ELEVA
<br />.S R . M .
<br />.293
<br />PRESSU
<br />RES DESIGN PR..
<br />�. T NO
<br />I
<br />_ RAT 0
<br />IMPACT RA I
<br />DE ON PRE
<br />SBURE N
<br />SI N ..... 4
<br />A .LA 10 .F FLANGE .....
<br />- IS I T N
<br />- - RATED FOR
<br />Ir
<br />T
<br />- NOT nT .6 N RAL FIN
<br />ES IJTEO VA INSTALLATION, I VARIES 9rALLA
<br />S 9TANG E
<br />N
<br />RE � JP ACT I .. 6
<br />AP
<br />_ �EE 62$. QUANTITIES E SI I ANCHOR OU N _ SE ,0 __ ____ _ T . A c
<br />WINDOW SHAPES AND SASH CONFIGURATIONS AS SHOWN BELOW OR SIMILAR, MAYBE USED DY IIISCRI0INO'rNE C;LA'LING DETAILS, ......... .... .. 7
<br />Y ...-.....7
<br />SHEETS ASSEMBLY. .
<br />ISNAPE IDI A BLOCK AIJO OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON $ EXTRUSION
<br />R ASSEM
<br />EXTRUSION FROFILE4 .....,...... 6
<br />. PARTS LIST...... ....,...,6I
<br />WIDTH. -^.I 1-t- WIDTH -^I
<br />i-------_- _. __ _ PRODUCT ,,'ilh heF
<br />- .. .. ...- . - n,00n,plY(ngWilhtl,oFlmlth
<br />Building Cade
<br />/ .. anew Nn II : 013,
<br />--- - Accc 1
<br />-11It111 T!! -_ -
<br />._/ - -' vrelon: Bx Irotlan rite . % 1fn
<br />- : Dole: Re
<br />/ evlsed P
<br />/� / / "'N' .., Mi((FR/'. - JJ 10l10/11 2010 FBC NOTE „y�,MtJ
<br />/ / HEIGHT hg- - P•AlcCoralN G 1HEIGHT tir�•.' * i - Revind �! Uot : -
<br />- / � * . No. 56705 . _ -
<br />_ ore
<br />f Br
<br />f LJ
<br />11 �" I � / _ I a - Oenrrrptton: -
<br />L � / /, Cl`"> Ie Ii i w GENEFiAL NOTES & ELEVATION J ROSOWSKI
<br />-Q r W. -
<br />F DoU
<br />- ,�
<br />q
<br />�a'•,••. 61A 01.,-'' $j 1070 7EIOI, FOGY DRIVE Rffe:
<br />ARt:I1TOPPROVIEw10RIgL RADIU61OPE4VALLUE ; T FLOR+ ' �0\ N. VENICE, FI, 3427E GLE HUNG WIt`IDOW INSTALLATION 05/11/11
<br />EQUALLIM PR01'IFW10T!IEL ' -" ? `�, I P.D.BOX 1528 SIN
<br />' iv SS' \, - c . Orowlnq No, Rev;
<br />r rr,'I,, \ttvt NOKOMIS; FL 34274 S.e../Mode:: 3.w
<br />nI ll++ 5H-200 NTS �� MD SH2O0-01 A
<br />- n. LYMILLER, P.e. CERT. OF AUTH, (J20208
<br />. I.E.it 68705 � -
<br />`,A-BILE-•L
<br />-
<br />I
<br />---
<br />design
<br />Pressure
<br />(Ibsltt2)
<br />for Glass
<br />Type
<br />B -J,
<br />Fin & Flange
<br />Frannie
<br />MelA Uln
<br />Window
<br />Sash Height'
<br />Maximum Window
<br />Wldlhl
<br />I
<br />Haight'
<br />(see Figure A. this Sheet)
<br />(tee
<br />19-118"
<br />26-1/2"
<br />33"
<br />37"
<br />41"
<br />45"
<br />49"
<br />53-118"
<br />-
<br />23"
<br />it-9f18" (Equal Lite)
<br />+56.0 t
<br />-90.0
<br />-90.0
<br />+55.0
<br />+55.0
<br />-90.0
<br />-90.0
<br />+5G,0
<br />+66,0
<br />+55,0'
<br />-eo,0
<br />-90,0
<br />-90.0
<br />+55.0 -90.0
<br />+66.0 , -90.0
<br />t55.0, -90.0
<br />+55.0
<br />+55,D
<br />+55.0
<br />-90.0
<br />-90.0
<br />-90.0
<br />+55.0 -90.0
<br />+56,0 -94.3
<br />++ 0 90.0
<br />t55.0 -90,0 .t65,0
<br />+G5.0 -78,0
<br />+55.0 -81.1
<br />+55.0
<br />+55.0
<br />-90.0
<br />-72.9
<br />-73.4
<br />under 18-91'16"
<br />+55.0 ,
<br />1c 9?iG (Equal Lite)
<br />37"
<br />+55.01
<br />-90.0
<br />+5G.0
<br />-90.0
<br />-90.0
<br />+65,01
<br />-00,0
<br />+55.0 j -90A
<br />+55 0 I
<br />-90.0
<br />+$6.0 -84,5
<br />+55.OT$.0
<br />+55.0I
<br />72.9
<br />over 18-9/18"
<br />undor,5.7/8"
<br />+G6,0
<br />+55.01
<br />-90.0
<br />-90.0
<br />+65.6
<br />r
<br />tG�.OJ
<br />-80.0
<br />+55.01
<br />-90,0
<br />+55.0 -90.0
<br />+55 0.
<br />1
<br />•8$, 6
<br />+55A ( -B1.8
<br />+55.0 J •75.0
<br />+55,0I -78.8
<br />+55.0 1
<br />155.0�
<br />-6B.5
<br />-71.2
<br />15-718" lhfu 19-3/1G" a
<br />+55.0
<br />90.0
<br />+'S6.0 1
<br />-90.0
<br />�45'5
<br />T090
<br />+55,0 -90.0
<br />+56.0
<br />-90.0
<br />t�5.0 •87.9
<br />i
<br />+55.0
<br />+65.0
<br />-71.2
<br />38 3/6
<br />+55:0,
<br />-90.0
<br />+55.Oi -90.0
<br />4-55.0
<br />-90.0
<br />+56.0 -87.9
<br />+65.01 -81.8
<br />•78.8
<br />+5.50 75,0
<br />+56,D
<br />•88.5
<br />9•tf4" (Equal Llte}
<br />____
<br />"90,0
<br />over19-1l4"
<br />+55.0
<br />-90.0
<br />-'5C-0'
<br />+55.0
<br />-90.0
<br />-90.0
<br />+55.0)
<br />+55.01
<br />•90.0
<br />-90.0
<br />+55,0' -90.0
<br />+65.01 -86.6
<br />+55.0'
<br />+55,D I
<br />-88.5
<br />-00.2
<br />465.0 ( -73.2
<br />+ .0 1 -6G.3
<br />+55 0
<br />-59.7
<br />t
<br />under 19.9/16"
<br />19.9lIt1" Uyu 22:5/8"'
<br />+55.0
<br />+,,,
<br />-90,0
<br />-90.0
<br />+66 0
<br />-90.0
<br />+55.0
<br />-90.0
<br />+55,0 I -90.0
<br />j55 0
<br />-89.1
<br />+55.0 I_78.5
<br />+G5.0 1 70 0
<br />+5G.01 70 0
<br />+58 0
<br />+55 0
<br />53.0
<br />---
<br />63A
<br />46"'-
<br />22-9116" (Equal Lite)
<br />+55.0
<br />-90,0
<br />+66.0
<br />-"`-"I-`-
<br />-90,0
<br />+6�
<br />-90.0
<br />+66.0 -00.0
<br />- -
<br />+66.0
<br />-- i
<br />69.3
<br />+56.0 _78.6-
<br />- -
<br />+55Aj 663
<br />+55.0 I
<br />= -.
<br />597
<br />oLsf22-9ltg`
<br />und8r 23 ti8'
<br />-
<br />+55.0
<br />+55.0 I
<br />-g0,0.
<br />-fl0.0
<br />+55,0'
<br />+65.0 i
<br />-90.0
<br />-90.0
<br />t55.o'
<br />+65.61
<br />-90.p
<br />-86,0
<br />+i-6 -86:5
<br />J'S5.0 81.$
<br />i -90.0
<br />+5- 1
<br />+65.0'
<br />+55 0 1
<br />-00.2
<br />-75.7
<br />-$4,0
<br />+65.0 -73.2
<br />+5G.0 -0 .2
<br />*65 0 1 •74.2
<br />+55.0 .82 8
<br />+55.0 1 -65.9
<br />.�I
<br />-__ 1
<br />+b5.0
<br />-
<br />(-57J
<br />11
<br />•59.1
<br />40
<br />i
<br />2n 1 8' __ 24-1l2" +
<br />-
<br />+55A
<br />I
<br />-9D 0
<br />-%S '51
<br />-90.0
<br />-F55,0
<br />+55,0
<br />-90 0
<br />{ •90.0
<br />+65.0
<br />+55.0 -90.0
<br />1--
<br />+55.01
<br />.84.0
<br />- -
<br />155.01 74.2
<br />+55,0j 65.9
<br />+55.0
<br />_59.1
<br />2,lill6' (Equal Lite)
<br />+65.D
<br />-90,0
<br />+55.0
<br />+mo
<br />-90.0
<br />__
<br />, -910.0
<br />_
<br />F56.0
<br />•88.0
<br />+55,0 -8t.8
<br />+55.D
<br />I -75.7
<br />+55.0 -69.2
<br />+55.0 62.8
<br />+55 0
<br />57.7
<br />•
<br />I
<br />over 24 9(16"
<br />under 20-13116".
<br />-'- a
<br />+55.0
<br />+55,0
<br />-90.0
<br />90.0
<br />55.0)
<br />��
<br />-90.0
<br />+65.0
<br />4. -_
<br />+55.0
<br />-03.5
<br />_
<br />•90.0
<br />+55.0' J7
<br />__ I
<br />-55 0
<br />+55.0'
<br />-)_---
<br />+55.2.
<br />-74,0
<br />83.2
<br />455.0' -07.3
<br />_ I�_
<br />-1-65.0' 72 7
<br />+55,0' •61;9
<br />+55,U i G4.8
<br />45§0)-56�8
<br />+55.0'
<br />57.8
<br />60-5f6„
<br />2013/1G" lhru 24-TV16"
<br />+r
<br />-55-0
<br />-90.0
<br />+55.0
<br />90.0
<br />I• -
<br />t-90,0
<br />__
<br />1
<br />_
<br />+55.01
<br />-83.2
<br />+G5.0) •72:7
<br />-'
<br />°5G.0 ( �s.5
<br />+55.Oj
<br />-57.8
<br />i
<br />---
<br />2 4-3 4" F ual Lile
<br />1
<br />r5 5.0
<br />I • O.D
<br />9
<br />__
<br />r 65 0
<br />__
<br />90 0
<br />1 5 5.0
<br />_
<br />I - 90.0
<br />r65,0 -90.0
<br />--
<br />-79.1
<br />-
<br />+65,0
<br />-74.0
<br />-" -
<br />+55,0 , -67.3
<br />--
<br />J- 1.9
<br />5G i
<br />--
<br />, r-
<br />5�. 0
<br />--
<br />- .8
<br />l 66
<br />over 24.37d"
<br />unie.r24-15118"
<br />+55,07
<br />+55,0'
<br />II
<br />I
<br />-90.9
<br />-07.9
<br />+55,0
<br />+55.0
<br />-90,0
<br />-75.6
<br />+55.
<br />+55.0
<br />-83,5
<br />•85.7
<br />+55.0
<br />+55,0 -92-3
<br />+n.0
<br />,
<br />-60.0
<br />+55.0 56.5
<br />.53.2 •53.2
<br />'
<br />+49.f
<br />+51.
<br />1i9.G
<br />'
<br />+55.0
<br />I -07.9
<br />+53�0
<br />1 -75.8
<br />+b5.0
<br />I -74 1
<br />+55.j -74.1
<br />+b5 O
<br />l -74.1
<br />F66 U 1 66,5
<br />+5G.0 ( -57 5
<br />i
<br />--
<br />-51.1
<br />I-_
<br />__
<br />24.15/16' lh u 30 518''
<br />909i15" (Equal Llie)
<br />+55,0
<br />87,9
<br />+5G,0I
<br />-76.8
<br />+65.0�-7411
<br />+55.01 -74 t
<br />f
<br />+.5-
<br />-74.i
<br />+54.OI 85.5
<br />+66.OI 66,5
<br />+53.0 i -57 5
<br />4'S,5,0, 57,5
<br />Fri t
<br />Gi 1;
<br />I G .I
<br />51.1
<br />ouar 30-8116'
<br />+ 55.0
<br />-87.9
<br />F55 U
<br />1 -75.8
<br />' 65.0
<br />•74.1
<br />7 ,1
<br />+65,0 , - '
<br />+55.0,
<br />, -74,0
<br />54.5
<br />+•
<br />+51.3 % -5 i.3
<br />-
<br />448.3t
<br />48.3
<br />under 26.31A"
<br />3
<br />+55.0
<br />-83 9
<br />+GS.D
<br />+65.0
<br />-71.7
<br />+65.0
<br />+65,0
<br />•62 0
<br />69 4
<br />+85.0 ' -59.9
<br />+55A 189,4
<br />+55 0
<br />165 0
<br />-67.8
<br />-69.4
<br />+54.51-
<br />. �__
<br />+SS.O -64.5
<br />+S6.O J -56 5
<br />, so 22
<br />-50,2
<br />83"
<br />25 3/4" thnl 31.6/8"
<br />31-9116" (Fqual Lite)
<br />+55.0'
<br />+55.0
<br />-83.9
<br />__
<br />1I 83.9
<br />+55.0
<br />-713
<br />I •71.7
<br />4 65.0
<br />-69 4
<br />+55.0 j -69.4
<br />+55A
<br />I •fi9.4
<br />+55.0! -64.5
<br />-_ -
<br />+5S 0 1 -56.5
<br />+50 2
<br />_ _
<br />50.2
<br />__
<br />ovar31-0l15
<br />+55.0I
<br />-$3.g
<br />+55.01
<br />-71.7
<br />r
<br />+ 5.01
<br />894
<br />+55,01 -09.4
<br />_-_I-.4
<br />+5591G94
<br />+SG.OI -Pi4,5
<br />l(
<br />t65,01 5G.5
<br />50 0
<br />+50.21
<br />4
<br />-50.2
<br />i-•-
<br />Under 29 W4"
<br />+55,0
<br />-68.3
<br />I-
<br />+55,0f
<br />•56.3
<br />1'
<br />+52,1
<br />+52.11
<br />I -52,1
<br />r
<br />-a2A
<br />+nt -51.5
<br />r ..I--
<br />151.5' -51.6
<br />+51.5
<br />i
<br />1.+51.5'
<br />-51 5
<br />---
<br />-51 S
<br />+51.5 , -5L6
<br />+51.51 -51.5
<br />+6U.0
<br />+5'1.5 I 51.5
<br />_T-0B
<br />148 4
<br />-
<br />(-46.4
<br />73"
<br />25-3/4" thnl 36.5/8"'
<br />36.91'If" (Equal Lite)
<br />+55.0
<br />rGGA'
<br />I�
<br />-68.3
<br />-56.3
<br />t550'
<br />+550'
<br />•58:3
<br />-56:3
<br />)
<br />+52,1'
<br />I -52.1
<br />+51.5i -5L5
<br />+51 5I
<br />-51.5
<br />)
<br />+6'1.6i -61.6
<br />-,-__
<br />+51.51 -61.6
<br />_
<br />+46, ;
<br />+46.4I
<br />-0G.4
<br />•46A
<br />oter36-gH6"
<br />+55.0(
<br />-68.3
<br />+56,0
<br />•56.3
<br />+52.ti
<br />-57.1
<br />+51,5) -51.�
<br />+51.5
<br />-51.5
<br />+51.51 •515
<br />+51.5I -51.5
<br />under 31.3/4".
<br />+65.0
<br />_
<br />G2.@
<br />+5t),$
<br />+50,8
<br />-60.8
<br />-50.8
<br />+46.3
<br />+4G.3
<br />-4e.3
<br />46.3
<br />+45,2 -45=
<br />-1
<br />+45.2 45.fi`
<br />+45, 0
<br />+45.0,_46,0
<br />-48.0
<br />+AEA 1 -06 0
<br />1--
<br />+4S•01 -45.0
<br />'45 0 , 1t5.0
<br />- -1
<br />+4.a.0 -45.0
<br />j
<br />145 0
<br />145.0
<br />, -45.0
<br />45.0
<br />78"
<br />31-314"thit,39«3
<br />+55.0
<br />•82.6
<br />46.3
<br />+45.2
<br />+45,
<br />AAi,0
<br />+g5.01. 46,0
<br />+4,5,0 4$.0
<br />145.01
<br />�5,0
<br />38.1/1F (equal Lite)
<br />+b ,0'
<br />5
<br />, -62.5
<br />+60.8
<br />-50.8
<br />+46.9
<br />(:T
<br />I lip-lo-tip din,enslons for flange winnows shown. For fin windows or buck dimensions, Subtract 1".
<br />' Overall Sash height. For clear daylight height, subtract 3-9/16". -
<br />a Size range Includes the standard Pro•View (3-aver-2 configuration) (or the given Window Height.
<br />For overall sash wtdlh, Subtract.2-16/16" from the buck dimerislon.
<br />TABLE 2:
<br />P(LODUCT RBVISED
<br />os caulplvtMt,,I,h the Finrtdn
<br />Building Cods ,,2
<br />Aaccplmua N,, )1'�_ 'r 71L
<br />explrm,nn lTMa
<br />t.1LL%f�
<br />Mie,al 0.dc (idea Cnlllt<�}_
<br />L
<br />U) Z_ KQ
<br />_
<br />TABLE.3: _ ___ -- 0 � Q
<br />!Insulated Glass Types O� o o a
<br />m C7 118" Annealed, 114' Allspoce, V8 Annealed - . O ; ?_ N
<br />a t U £ T
<br />){ 3116" Annealed, 3/16 Airspace 1/8 Annealed � � 6 3 Q
<br />I ,IFTempered, 1f4 Airspace, 1/e' Tempered
<br />J 311 j,,,,lpered, 3118 Airspace, 118TeMPerad LU Q - -,-I
<br />�
<br />_ FE Z
<br />(l 0 U
<br />FIGURE A: SABI•I O C, M 0 -1
<br />CROSS SECTION Z a W U
<br />(1A'ITI 11.0, GLASS) 0' Z 11, I-.-,
<br />II'I jl � D
<br />�---
<br />I I II CD LL -= ,Z)
<br />I, g . I U)
<br />l 6 O
<br />I
<br />ASH gg
<br />� a
<br />VISIBLE LIGb11' iji II EIGH"r q � W A 5 R 7 ,,
<br />14EIGH"r II II - --
<br />II i'
<br />SASH HEIGHT • 3-9116' I I_ g v, v rn
<br />Ly1 I �� a�rnrq N
<br />it 11 nN .,,
<br />it I� b, r'
<br />-_- it O T
<br />it -:(,rX. u in
<br />r)- to
<br />�('_.._ 6 i
<br />;,\0�11$iIfr,�1 -
<br />�J33 '
<br />� 5C- _.__.__1 '1� k V/v'
<br />NOTES v -Lb .i'- , - a
<br />1) USE TI41S TABLE FOR ALL `NINp04VS THAT ARC GLAZED WITH CLASS - t . W o ? 0 a,'; Z - "d
<br />TYPES5-J. NOT APPLICABLE WITH 1/a'AtJNEALED GLA55(Tt'PE.n). ytVI N C N0, O4f8
<br />2) FOR SIZES NOT SHOWN. ROUND UP TO TTrF. NEXT' Ab'AILABLE WIDTH ORS l '•,< j Z -�U% C z d
<br />HEIGHT DIMENSION SHOWN ON THE TABLE. . , e{ , ' !V
<br />y 0 .t
<br />///'' 11, I I I 0 0'
<br />1. EDGE I
<br />INS (-ALLATION DETAILS FOR FIN FRAMES - - - -- DISTANCE EDGE DISTANCE _ -- -
<br />-- -- -- EDGE - i14" MAX SHIM -'- -�-►{ EDGE,
<br />TYP. ANCHOR TYPE, F_MAEOMENT AND DISTANCE 1I I DISTANCF,.
<br />EDGE DISTANCE PER SUBSTRATE, SEE - I�-- i14" MAX SHIM TYP. ANCHOR TYPE,
<br />TABLE THIS SHEET - _ AB 8, H 2X W000 SEE
<br />P-M AND EDGE .
<br />- _ BEDMENT JD G
<br />NOTE . I'
<br />D T 2. H S DISTANCE -PE SUBSTRATE I N E ft
<br />2X WO �\ OD
<br />- NOTE I S LOFT �) 2X WOOD, SEE OT _ 2, THIS I SEE TABL 0 THIS SHEET. SHEEr
<br />9EE NOTE E •
<br />_ L.LATIU N
<br />- EMBEDMENT
<br />_._ E 2
<br />N stn I _.
<br />EMBEbtdE IT c -
<br />- - --- t THIS , E T H E
<br />1-
<br />_ SECTION -
<br />10RI HORIZONTAL N C C
<br />`�rlo 5 l __
<br />I ZON A I
<br />--
<br />-. - / .
<br />-- ---- - - - - - •xwoob
<br />1 6
<br />t'! HEADER E _
<br />UH, r.0 ADE EDO - -.
<br />C EDGE - - ---- - - -� -- SEE NOTE Z � _ \
<br />bl CE - I
<br />.� -`• 2TLA ON
<br />-� SI AN �`
<br />:, nL TI
<br />oI -
<br />IN D TANCE - 2
<br />19
<br />- F
<br />THI all _r
<br />S. E \
<br />4 _JANCIIOR (SCREW) --`--._ -C�L� „7-7 _--_` _- C=7 si �_ THRokmH THE FIN T EDGE - �. ' -- ..' -� �- EDGE � -__, ___ � �. ` EMBEDMENT
<br />I-
<br />ISTANCE - - � -1
<br />D - -I
<br />DISTANCE
<br />- ���-- � � -- EMBEDMENT '
<br />- -- --- _=)-- i ____ - _ L
<br />t
<br />I
<br />+ YIP.
<br />MAX SHIM
<br />J
<br />-il1 n" MAY. sHlrn
<br />C8)-� TYP. ANCHOR TYPE. �--..-�--:-�1 ,- .-----t_ 39 J
<br />.. I /
<br />D IE JT N D L_ EDGE h 1 A IJ - _ = T -
<br />tt��.. _..EDGE DI9TANCF I L q TYP.ENF AND TYPE, _ _ _ i INSTALLATION
<br />4 " I (� I 65 24 '
<br />}
<br />M ED J 0 EDGE -...� - - ... a AN -
<br />E M t f
<br />I STRAT
<br />E
<br />PHEET. E J
<br />_ P O 0 O TI N
<br />E T' BLEB THIS I 01SEE TABPER SUBSTRATE. ATION I, - _ -__- \ `
<br />s E A I INSTALL _
<br />z -'-
<br />ANCHOR
<br />•- 84 INSTALLATION 7 T l-/ c F T F n SHEET. -
<br />E_ TABLE THIS
<br />A
<br />1 SHEET. _ _ _ t � \ ,
<br />- - l 6 -� 3
<br />\' 3G � I�TALLATION. OPTION_ -- - �(A l � EXTERIOR (NAIL)TIIROUGH THE FIN
<br />VISIBLE -& OPTION E INSTALLATION (4l _
<br />LIGHT I -- ANCHOR (SCREW) ' ,-- VISIBLE LIGHT Wit) Ill -- - o_
<br />STflAIGNT HEADER - �. ------
<br />HEIOHT 1- 61 l 3U TIiR00011 THE FIIJ
<br />l _
<br />I n 1 _ INSTALLATION N/WC 10i _ __ -_-
<br />INSTAL 0 --_ .- -- -
<br />ckwlD I j
<br />FORMULAS
<br />___ su n EGRESS
<br />1 / C29) (SCfiEWj THROUGH THE FIN (EQUAL -CITE)
<br />- - tee.,, - - -- - 11 --- _ WIDTH: BUCK WIDTH • 3"
<br />_ 1 - 5 N SECT ON ULLI O 6" M T._� HEIGHT: U K IEIGHI'12- -13 B C 1 1 S
<br />(�I -
<br />- FD MULLION, M V_ U ION Y E y I DADE APPROVE M A B
<br />1.
<br />�) �t �� s) 'LI' 8 VERTICAL OR HORIZONTAL MAX. VF I A
<br />FORMULAS I -{ VISIBLE LIGHT
<br />EXTER O _ -
<br />NST CATION __ I AL -
<br />- I T T - --
<br />- .. /4' H M. SEE SUBS M E 1 S - -
<br />r _
<br />- � --- --' - - � E UAL-LtTE
<br />n F +-
<br />( Q
<br />_1
<br />RL a THIS SHEET. �� PROPERTIES, T 5 )-T
<br />2.T61" <v..J I� USE EITHER OPTION 7, ROPER .S, - - - � `-'." WIDTH (SASH); BUCK WIDTH -4-11, 8^
<br />il,l$rALLATION _
<br />LATCH (p 20) OR - WIDTH FIY,ED): SLICK WIDTH, 3"
<br />BUCK BOTTOM LOCK ANCHOR (.SCREW)
<br />HEu:RI .-C2� - - i/4"MAX. SHIM \ � I HEIGIIT!(BUCHHEIGHT -8-,I18"N2
<br />(p11).-TESTED TIIROUGII THE FIN EXTERIOR CG J- )`
<br />(3�) I UNIT LOCATION! - IG - WI77
<br />TH I'IN _-_Z_ -
<br />J
<br />0.6lA" PROM -� r- REMOVED ---`---
<br />___-. 1 ENT ENO. pIU STEEL _-
<br />-- /�(R�� ! _ SELF -DRILLING � P I�-r `'-'•--�-�g--•'-'-j TABLE e:
<br />VIS BLE SMS (G6 ) /
<br />I )
<br />7 .
<br />{)
<br />l
<br />i
<br />LIGH
<br />T T
<br />_ _�1', 3 r _
<br />EICI JT HTtly e-. r
<br />i
<br />1
<br />I
<br />11 /
<br />/ r 0
<br />1
<br />I S .�
<br />/
<br />I EXTERIOR
<br />1
<br />r _.
<br />1
<br />43 - -' li?1-
<br />�� :,
<br />' - ALUMINUM/STEEL FRAMING OR STEEL
<br />2.2r,4" (31')J
<br />- , (20> STUD. SEE STIBST RATE PROPERTIES,
<br />TABLE 6, T141S SHEET.
<br />;// i (5) - NOTES'
<br />rROIA14" r IZFVISCD�
<br />/ _.. --. - 0. cnmplyin ailh lha rlmldu
<br />I I- ' MIMIMUM OF 3 "I Hi1EA05 DE'rONO THE METAL SLIBSTRAIE. Bail llha Codu
<br />114" MAX SI-AM 1) USE ONLY SUBSTRATE - - it I I I I I M, -- Aoc •pllmcc No,11.
<br />J j___ILAPPROPRIATE ANCHORS LISTED - �c'A iYPIN /1 ,:----Redoed 9y; Dofa: Revlelen: [;v haunch Unle01!/j
<br />S Y( n9/
<br />_ __ . L ON TABLE e OF THIS SHEET, 11 t P ( � .. .
<br />J 7
<br />- J
<br />- __ / I NO CHANGE 7
<br />D E r-N^
<br />10 10/ 1
<br />I----rID E G D D D .M EDME T A FOLLO
<br />W N •P' �F Y
<br />�.
<br />TYP. ANCHOR TYPE; -- r- � ` � V _ - j;
<br />EF48C•DMENT AND EDGE _ \ t EDGE DISTANCE LIMITS. ANY `t •'' * Revfced By: Dols: Revblon: Mlnm, )ndn Frndlwl Gantry
<br />DISTANCE PER SUBSTRATE, - I DISTANCE INS1'ALI.ATION OPTION SHOWN � -* , IJn, 50705 /
<br />--- THE
<br />--- - Y. USED ON ANY SIDE OF L/J
<br />-ter--_- MAY BE U - --
<br />11 T �7 T THIS 3 EE . SE ABLE B H E.
<br />C _
<br />Fff__�
<br />-� EDGE WI OOV'!. -%•: Drnrn B)•:
<br />� N - - � Oeeeri ern:_ _ DISTANCE - 10 ''. a• O'_`-,®_ P _ 14 OWSKI
<br />o r e /r tu_ (IIJ f RAME ItJSTALLATION DETA L J ROS9 WO 0 FRA @ O BUCK,"�
<br />i
<br />.X O MIN R
<br />S AINST LLA I N- -____ _
<br />A SIn1EOF�rC/_ _ - .-.E Oat
<br />OPTION ti- +- EMBEDMENT I 1.1/2' THICK OR GREAT R. On' . F4OR10? • - 1070 TEC11NO100Y DRNE ran <
<br />INSTALLATION ANCHOR 2X WOOD, SEE IJOTE 2, THIS SHEET 3 VISIBLE LIGHT WID"rIIORIIEIGIiT v'' �tS r��� N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/41/11
<br />(NAIL) THROUGH THE FIN ALSO REFERRED TO AS DAYLIGHT S/ON/1l- \ P.O, BOX 1528 _-
<br />OpEiJItJO)15 MEASURED FROM • ,/" I littt�'\ NOIf0h11S, rl 54274 SenaefModei: cede: Drn wrnp No. Rev:
<br />VERTICAL SECTION D-U BEADING TO BEADING. rA.LYNNa1n.l-BR,p.E' CERT. OF AUTN. jJ292Bf3 SH-ZOO NTS MD-SVI200-01 A
<br />T P.E.fA 66705 _--_ -
<br />--___.__- ----
<br />Ancl rot
<br />--- -'------ --
<br />Substrate
<br />-T -
<br />41 n. Cd c
<br />9
<br />--Mtn,
<br />-
<br />-
<br />t
<br />(lisle Ice
<br />E Dedment
<br />m
<br />-
<br />-
<br />2 ,!2'` x .113" Box (tall
<br />.o
<br />1 - In SG A .55
<br />r'.T, south em P e ( )
<br />1/2
<br />2-7118"
<br />nN
<br />112 x131" Conoail
<br />P TSou ham Plne 3O�.G5)
<br />9it0
<br />2702
<br />r„ R , I
<br />2 112 x ,143 ooPo g Na I
<br />-
<br />P. T'oul am Pine sG ..76
<br />S It ( )
<br />9 16
<br />r
<br />314" -
<br />2.7i16'
<br />--1-3181,
<br />-
<br />----
<br />_
<br />RT. Southern Plno (SG - .65)
<br />Alurninum, 8083-T5 min.
<br />3/6"
<br />1181,
<br />N10 61001 SMS Screw (G6)
<br />Steel SJUd, Gr. 33 min.
<br />3B'
<br />0.03E
<br />1
<br />A38Steel -1
<br />316"
<br />. lie".
<br />INSTALLATION DETAILS FOR FLANGE.FRAMES _ CONORErelcniu CONCRETETCMU
<br />_ PERANCHOR PERANCHOR TYP ANCHOR
<br />OPTIONAL ADDON EMBEDMENT REQUIREMENT
<br />- (13 -^I REQUIREMENT '� - TYPE
<br />INSTALLATION FLANGE rlEno, _(3 }- EMBEDMENTAND
<br />--- SILL $ JAMBS - DISTANCE
<br />OPTION 1 1-- y v4^ MAx 41 (zT - \� EDGE
<br />CURVEDI(EADER ., __ E fGE
<br />__ . SHIM � PER$U08TRATE,
<br />WSTALLA7ION INTO WOOD -_ - EDGE 7 12 (6�""\ ( -\ _ �, SEE TABLE b,
<br />2X. SEE NOTE 2, THIS SHEET: _-"'�� -- i F �.-_ _ /___ DIBTANCE f -_, r�� -\ �U_-r THIS SHEET.
<br />._ _�� _- •-< 7 RMBEDMENT l _��� - `_ C�L.C-'�5 1 _ T .en. - - / -__
<br />� 1 1-_
<br />1� _-=:
<br />- TVP. ANCHOR - _ EMBEDMENT
<br />'�-y��J1ft ..: T
<br />t -
<br />--- �`
<br />., . �._ '---r,- f �.. �'T =�"'- -- TYPE, .:. 36 I - .j .. 19, T
<br />7 EDGE
<br />'- U -f(j\ I IfA" EtdBEDMCNi / �� �'"-
<br />�SIIIM AX J_ -- M � AND EDGE -- 2^ ?- -- ; o1 STANCE
<br />_ l SHIM DISTANCE PER
<br />3 \._/ .`.�_r �\ TYP. ANCHORANDE �! SUBSTRA]E, I _---_ - -_ /
<br />(-/ \ EMBEDMEN �� - .-
<br />C\ \ SEE TABLE 5. 1 ��P� \/ 1 _
<br />1,466" EDGE DISTANCE \ 1, THIS SHEET. - '\ 3 ' \ -Y-�
<br />PER SUBSTRATE, I . (42i 64 EXTERIOR INSTALLATION
<br />-_ - �__: - SEE TABLE 6,THIS INSTALLA NON,
<br />OPION A 3
<br />36) SHEET. OPTION 1_ INSTALLATION
<br />VISIBLE I / . STRAIGHT HEADER OPTION 2 --- VISIBLE LIGHT WIDTH -- INSTALLATION AMC110R9
<br />LIGHT \ INSTALLATION ONTO INSTALLATION BVCK WIDTH --- THROUGH 1 x SUCK$TRIP
<br />I4EIGHT 6t) -� WOOD 2X. NO ANCHORS ANCHORS DIRECTLY - ---- TIP•1 O-TIP W1V'1 H - -- -- INTO MASONRY.
<br />r-(30) REQUIRED AT HFAOFR. INTO MASONRY. HORIZONTAL SECTION A^A - _
<br />,.-(29) r EGRESS FORMULAS
<br />114" MAX. SHIM
<br />-- p12 STEEL ., SELF -DRILLING ;,>� I I~'-
<br />(41� / SMS (C5), SEE - L__
<br />/ �(
<br />�� rneLE b. THIS 2.75t^\iyN . IIr �8)\SInEET �N (I -L_.r-
<br />RUCK ll ' USE Elrms: __17
<br />EXTERIOR INSTALLATION L ( )
<br />11EIOH'f - (� LATCH (p 29) OR t\Ct l
<br />\ BOTTOM LOrK � OPT ION 4 [7-
<br />'
<br />1 r- 32) (p11). 1 ESTEO INSTALLATION (.__. 1
<br />TIP:rOJIP < (�_ UNITLOCATION: L -- -.
<br />(,EIGHT �^ ANCHORS
<br />I 8�6/8" FROM
<br />(3r") - � y- I :- DIREC1TA I. /.
<br />___s_ J I ar-(6 J\ VENT EtJD. MEl'AL. %
<br />VISIBLE I 7 R-�\`-0,
<br />S /-.��)� - «< HFIGHT I 1 34 DADE APPROVED MULLION,
<br />1 I i ALUMINUM, STEEL FRAMING OR EXTERIOR
<br />--- - �---- -- I -I-- / '11) STEF1. STUD. SEE SUBSTRATE L
<br />EQUAL LITEJ
<br />WIDTH TIP -TO -TIP WIDTH-4"
<br />HEIGHT TIP -TO -TIP WIDTW2.9-5110"
<br />VISIBLE LIGHT FORMULAS
<br />. SEOUAL-CITE .
<br />WIDTH(SASH):TN-T041 WIDTH-0.1(18"
<br />WIDTH (FIXED)• TIP -TO -TIP WIDTH • 4"
<br />HEIGHT; (Till-TO•TIP HEIGHT - 7.1110" )12
<br />SS �lI I _ PROPERTIES. TABLE 5, THIS at irE r. \/
<br />I
<br />' a /% I NOTES_
<br />(� .._ \ C 1) USE ONLY 9UBSTRATE-APPROPRIATE AIJCHORS LISTF_D 014 TABLE 5 Or Tills SI'IEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. A14Y INSTALLATION OPTION
<br />I� <S` / BROWN MAY DE USED ON ANY SIDE Or TI IE WINDOW,
<br />2.26A" 91 --'� ---t.ZU
<br />(' -, } _ 2) MASONRY ANCHORS NIAY BE USFG INTO WOOD AS PER TABLE 5. [HIS SHEET, ALL WOOD SUCKS t.FS8 THAN 1-MVIMICK ARE TO BE CONSIDERED 1X INSTALLATIONS,
<br />2X WOOD v�,i- - % - 2) iX W000 BUCKS ARE OPTIONAL IF UNTI IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD DUCKB DEPICTED AS 2X ARE IA/2" 7111CK OR GREATER, IX AND 2X BUCKS
<br />SUCKSTRIP, I,� / � 2, (WHEN USED) SHALT. RE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BACK DESIGN AND INSTALLATION IS THE RESPONSISILIIY OF THE PRODUCT REVISED
<br />SEE NOTE 2, II II` ENGINEER OR ARCHITECT OF RECORD. - na cnmplyhrq Wniuhe Fletrde
<br />T+115 SIIEFi UjmJl 1 Ile I I gtird<
<br />J _r_`< -._J - �_ ..- . , ,1 t 1 1 1 1 r ! _---_.-. '----- -_ - Ac el trIie No 11-10) 12
<br />3)VISIOLE LI01 IT WI0714 OR NC-ICFI7 (ALSO \t. LFN / Revlaed R,: Dnle: Re I,InA: nehnl-Dnro� G.,
<br />- -I RErERR;D TO AS DAYLIG)ir oPE1411JG) IS M N 49j '" �'
<br />V'�,_'n_,%V�,&�,--
<br />\ ] MEASURED FROM BEADING TOBEADING. `.`\ �� '��GENB(-'I.. Fp %- JJ 10/10/11 NO CHANGE uY�' (B,ett_\iii�"))) \ �(- - Mlnmi Ledo Prndtrel L'nntT F \ 1f4" MAX 9hiIM % Rarlaed 8y: -Dole: Revra(nn; � -
<br />I.- 1 1�] TF No. 58705 * l_
<br />1JOANCHORS T: CONCRETE PER - `- -- Omwn
<br />P.ISOUIRED IN ANCHOR -O ', (it,�. - ® Denodpflom �" .
<br />FLANGE REQUIREMENT : )3 to�fo I) • tug FLANGE FRAME INSTAI_I_ATION DETAILS J ROSOW.
<br />F RAME SILL :(� STATt�•./[/\ -
<br />,O F- ' ' 1070 TECHNOLOGY DRIVE
<br />Tttle: Dote:
<br />_ - -_ __�_ ,/1', .<gJ?I�r''�j\� N. vENICE, FL 34?75 SINGLE BUNG WINDOW INSTALLATION 05/11/11
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<br />SIGNAL E� P.O. BOX 1520 ---. ___
<br />VERTICAL SECTION B-B rrrtll 111tr NOKOMIS, FL 34274 5edeo/Ern, Scale: rtp Na. Rev,
<br />--`--- A.r/NNMlLLER,P.E. CERT, OF AUTN, }'29256-11-200 NTS-MD-SIA2O0-01 A
<br />- .,. p.E.pG0705 I
<br />Aivinlnum, 6063•TS min,
<br />3l6"
<br />1/8' `
<br />ie Stud, Gr, 33 min.
<br />318"
<br />0,0348 (20 Oa)`
<br />-
<br />A38 Steel
<br />"$18' .
<br />1161,
<br />P.r, southern Pine (SG - .65)
<br />_ 1 I
<br />13/8'
<br />MIAMI"DADE n1lnn'lt-nnnr covrJT�r :
<br />1?=:81Li�1 PRODUCT CON'TY20L SECTION M
<br />DEPAR]TYIENT o r FERMIrTING, ENVIRONMENT, AND REGULAT04Y . 11805 SW 26 Street, Room 209 7 III
<br />AFFAIRS (I'ERA) A4inrni, Florida 33175-2474 it L9 M
<br />BOARD AND CODE AUMINISTRA'i'ION DIVISION - T (786) 315-2590 I7 (786) 315-2599 w <
<br />( , ACCEPTANCE
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<br />NOTICE OF ACCEPT.ANCL NOA Y t nw.minttlldade. OVI era -
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<br />1070 Technolo Drive `�• LL I
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<br />This NOA being ru
<br />l (} I4 b t t issued unde t le a �licab I u,4e I-i r t l sa Ltd reg
<br />ulations ul ti i overni t o o f g 1 a o is ra h us 4 construction C i t
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<br />Ta a n to t ls. The documentation submitted Has been reviewed and accepted:byMianti-Dade County PEKLt - v? w
<br />. Product. Control Sect.iott to be used in Mianii DadeZ � County atfd other areas where allowed b the Authority
<br />Having ,lurisdiction, (All,!). Y Y W < �, I
<br />This NOA shall not be valid after the expiration dlalte stated below. The Miain.i-Dade Court Product< ;� A U j I
<br />1-
<br />County
<br />Control .
<br />, Section (in Miami Dade County) and/or the AM (.in areas other than Miami Dade Count reserve the r' Z �
<br />Y) right z (n .I
<br />to have this product or material tested for qual i-;y assurance purposes. If this product or material fail, t t Q min '1
<br />l P p fails a
<br />perform in the accepted inanner, the inanufacture'•t• Will incur the expense of. such testing and the AHJ may � I- N
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<br />to � e � �
<br />[ten drat 1 r eke to r suspend I ,. ( ova modify, o s s� nd tile use f n such r I
<br />Y , product or ntateria within their ' Y 1 [ w tttr � 1 it urisdictiolt. PIRA. P
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<br />•e ewes H W Ul ' �
<br />reserves i e right, ht to revoke t acceptance -if tance if it '' , r k Its t rs detect ' n rued 'ar �- • Ill
<br />1 b aY11 rat Dade t.outrt P Product Goittro
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<br />Section that this product or material fails to meet die re uirements of the a tl' " it t" p cI Pt. !cable building code. ttn ni U 1:;
<br />This product is approved as described herein, and has been designed to Comply With the Florida Builditi - . a a) U.
<br />e ,t.c P Y K ' tl?t 0 1
<br />Cod i t ludir)the High Velocity Hurricaue Zonle.4<
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<br />DESCRIPTION: Series "SII-200" Aluu►inurn ;5�ingle Hung Window - N.I.
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<br />APPROVAL DOCUMENT. e Drawing -
<br />O TENT. r 1 t No: ivi0 :t1 Z I00O1 titl
<br />ed ed "Single n St a Hung Window Installation",
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<br />Sheets t 1 L I R i I l t o r T of 8 dated ./ 1/ 1 with •ev i. ti O 1 1 t i is o A date
<br />d Ol / 1 a e I ar,
<br />L7 l 10 . 1 re r c b m ttifactitrer signed
<br />t� d
<br />r
<br />, P P Y , g li
<br />at cl sealed bAnthony
<br />Ai tho t er, T Lynn t Mrll P.1 . t ear in t:he Miami -Dade e u due . Control
<br />Y d County Product t Cot tt o Revision stare
<br />Y g' 1K
<br />Y t I'
<br />with the 1.'c w Notice of Acceptance "r t er h tlu t b an(] ex !ration date b the 'au '- 'tic
<br />p y Mt a Dade County Product Control
<br />1
<br />Section; .
<br />MISSILE ITV PACTRATING: None .
<br />LAl3t,`.I IN(U: Each art' it shall bear a erinanent label with the manufacturers nainc or too city, state .
<br />P Y, ,
<br />n
<br />n
<br />tn(tdellseries, inch following statement: Mtaini-:[7a'de County Product Control Approved , utiless otherwise
<br />noted herein.,
<br />4 i - -
<br />REN RENEWAL
<br />WAI Of this NOA shall e considered aft'.elc b a renewal application has been filed a.td there has been . >x,
<br />no cl►;tnge in the applicable building code Iiegatively affeeting the performance of this product,.
<br />r .
<br />I ERI111NATIO.N of this NOA will occur a:(ter the ex iration date or if there has been a Ievision (it• chars e
<br />in the materials, use, and/or manufacture of the product or P rocess. Misuse of this NOA as an endorsetneilt
<br />of any product, for sales, advertising or arty other purposes shrill automatically terminate this NOA. Failure .
<br />to comply with tiny section of this NOA shall be cause for termiriation and removal of NOA. .
<br />Ami RI sEmENT: The NOA number preceded by the words; Miaini-Dade County, Florida, arid
<br />followed by the expiration date may be displayed its advertising literature. If any portion of the NOA is '
<br />d.isplayetl, then it shall be done in its entirety- j I
<br />INSPECTION: A copy of this entire NOA shall be provided to the user by the ina'nufacti rer or its t
<br />distributors and shall be available for inspection at thejob site at the request of the building Official.
<br />This NOA revises NOA. 4 11-0614.01 and consis,N, of this page I and evidence page E-1; as well as .
<br />approve( docutnertt mentioned. above.
<br />The submitted documentation was reviewed by Manuel Perez, P.E.
<br />�: . l NOA Noi-10I3.12 itj .
<br />MIAMt•Ui4UE COUNTY
<br />. , . , Expiration Date: September 01, 20.16 „ ;
<br />Approval Date: December 08, 20.11
<br />Page 1
<br />.
<br />. 1
<br />PGT Industries . .
<br />-
<br />NOTICE OF ACCEFTANCE: EVIDENCE I UBA1ITTED
<br />.
<br />A.
<br />DRAWINGS..
<br />X.
<br />L Manufacturer's die drawings, and sections,
<br />I I
<br />2. Drawing No. MD-SII200-01`, titled "Single Hung Window Itistallatioi " Sheets, 1
<br />.
<br />through 8 of 8, dated 05JI 1/11 with revision A dated 10/10/11, prepared by
<br />inanufacturer, signed and staled by Anthony Lynn Miller, P.E. .
<br />B.
<br />TESTS
<br />_
<br />1. Pest reports o.n: 1.}Air I.tTfil:ti:atiott Test, per FBC',, TAS 202-94
<br />C
<br />r
<br />i for
<br />2) UiTifc itxi Static Air Pressure Test, Loading per I I3C Tt1S 202-94
<br />3) Water Desistance Test, per FBC, TAS 202-94
<br />4 Forced EntryTest per F 2411 3 2,1 TAS 202-94
<br />, p BC
<br />alOng with marked -up drml Zings a.nd installation diagram of series S11-200 aluininum
<br />I.J
<br />single hung window, prepared by Fenestratioll'Testing Laboratory, lnc., Test Report
<br />No. FTL-6479, specimen,, 1. Lluu 26, dated 03/28/11, signed And sealed by .Matlin D, .
<br />Brinson, P.E.
<br />(SII ubmitted rtfnder• revious A10A #11-06.14e01)
<br />F<I# -
<br />C.
<br />CALCULATIONS:
<br />1' Anchor verification: calculations and structural analysis, coniplying Vilith 'FBC-2007
<br />Z
<br />and F.BC-201.0, dated 06/08,/ 1. l and updated on 1.0/07/11, prepared, signed and sealed
<br />by Anthony Lynn 1vliller, P.E. .
<br />2. Glazing complies with. ASTM > 1300-04
<br />. I D.
<br />QUALITY ASSURANCE
<br />0
<br />I. Miami -Dade Departi-nem of Perru,tt,ng, Envirotunent, arid. Regulatory Affairs (PERA).
<br />E,
<br />MATERIAL CERTIFICATIONS
<br />1. None. .
<br />F.•
<br />F.
<br />STATEMENTS
<br />1: _
<br />Statement letter of cart-forin,aiice to tlae rl3C 2007 and F13C-"2010, detect l 0/07/11,
<br />LLS
<br />signed and sealed by Aiitho-ny Lynn Miller, P.E.
<br />2e Statement letter of no finan, -ial interest, dated 10/07/1.1, signed and scaled by Anthony
<br />L .
<br />Lynn Miller, P.E.
<br />.
<br />3. Proposal No.10-1.066 issi>lied by BNC, dated 11/09/10; signed by Ishacl C11anda, P. E,
<br />(:"
<br />OTII ERS
<br />11
<br />Y , -1
<br />1. Notice of Acceptance No. 111-06I4.01, issued to P(J-1 Industries for their Seties `<SI.1-
<br />200" A.Iur:xiirium Single: flurxg.Window - N.i., approved o.ti 09i01/ l_�tTd. expiring qn
<br />09/01 /16. V' :;
<br />-1
<br />-
<br />- Man erez, P.E.
<br />i Produll t Con( Examiner
<br />NOA JNo. 11-1013e12
<br />/ ExpirationDate: September 01, 2016
<br />-
<br />Approval Date: December 08, 2011
<br />. E -.I
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