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1 1 111HI I r I', I I I Lftll" I.1 HEXAGON FULL CIRCLE OCTACON. QUARTER CIRCLE 1\'11'.X. SIZE = 00- 6ETWF-EN FLATS MAX SIZE = 60" DIA. MAX, SIZE = 60" BETWEEN FLATS MAX, SIZE = 68" X 68" OR MAX. AREA = 21.65 SQ. FT: OR MAX, AREA = 19,83 SO. FT, OR MAX. AREA = 20.71 SQ. FT, OR MAX, AREA = 26.22 $0. FT. ARCH. MAX: SIZE = 60" X 120" OR MAX. AREA = 47.32 SO. FT. ELLIPTICAL MAX. SIZE = 120" X 69" FAN OR MAX. AREA = 49,15 SQ. FT. MAX, SIZE = 120" X 59" EYEBROW OR MAX. AREA = 38.44 SQ. FT. MAX. SIZE = 12O" X 60" OR MAX. AREA = 49.99 SQ. FT. - 120" MAX. =-- •-1 �j / 56 1/4' MAX, PRODUM 13111VISL'D 60" MAX, g DLO as 0011 1yN,,.1lh Olt Trio tdn A It,' Codo `O� - Accepinnw No «� ..../�z• HALFCIRCLE +I [E>(ixy�-s�rotl No , HAF >-- - M11§1111 doll M uctConlrel , MAX. SIZE =12W X 60" 116 114" MAX. DLO OR MAX, AREA = 39.27 SQ. FT, TRAPEZOID RECTANGLE MAX, SIZE = 60" X 120' \\ I ONN OR MAX. AREA = 49.99 SQ. FT, hQ�p` pEtJ 9E . MAX. SIZE = 60" X 120' r NOTE: (Ry OR MAX. AREA = 50.00 SO. FT. _ No. j8705 4 FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. ; 0 Q` I o;A4 (1;' iu R^M Y iHle eNeimr• - J,J. ,0/16if: C NO CHANGE THIS SHEET -STA1L Or.•,•' F„ T FLANGED ELEVATIONS FLOt11°. 1070 TECHNOL 44275 VE -1 _ fiL( III FK ar3rJdw T �B ' NO CHANGETH/65HEET NOKOMlS,PL34278 `_ ALUMINUM PICTURE WINDOW. NON -IMPACT ''�7SSIONP,\- Y .. R.Wbnx - F.K. r r ,/;,•3. A - eoe:;An�GEn{rsSHEET P.O.Bgxtag uw ,,.,r„ .. n.LylthMlhrlrlb.E. Y DaM. 9r l0•xa - NOKOM/S, FL 34274 17)}fBly Be[leT , P.6,$08706 FK, 7/14/03 PW-70f NTS 4259-- r.. I rr/ HEXAGON FULL CIRCLE OCTAGON QUARTER CIRCLE MAX. SIZE ex GO' BETWEEN FLATS MAX, SIZE = 60" DIA, MAX, SIZE - 60" BETWEEN FLATS MAX. SIZE - 68" X 06' OR MAX, AREA = 21.66 SO. FT, OR MAX. AREA = 19.63 SQ. FT: OR MAX, AREA = 20.71 SO. FT. OR MAX, AREA = 25.22 SO, FT. ARCH; 12 MAX, SIZE = 60" X 120" OR MAX. AREA = 47.32 SQ, FT'. / ELLIPTICAL MAX, SIZE =120" X 59" OR MAX, AREA = 49.15 SQ. FT, FAN EYEBROW MAX. SIZE = 120" X 59" OR MAX. AREA = 38,44 SQ. FT, MAX. SIZE -120" X 00" OR MAX, AREA !� 40.90 SO. FT. �1122 1/4" FRAME O,D. 20" MAX. TESTED SiZE ---►I :�TFMAX 571/4M A of . In„a wn will, i4 t 11,IPv1 l 621/4" DLO iavnallgcoao � \ FRAME Aceep,onco No \ 11�7]1/ 1 Q.D. - -11 hDo 7d�iG1 l9l HALFCIRCLE I f�, n.Pfodncl Cmncl MAX, SIZE = 120' X 60" 117 1/4" MAX. DLO TRAPEZOID OR MAX, AREA = 39,27 SQ. FT. RECTANGLE Mkx.;s)ZE = 00" x 120^ ,. opt yYNN ""4/F MAX. Af�EA = 49,99 SQ. FT, ti� .• GENSF r MAX. SIZE = 60" X 120" OR MAX. AREA = 50.00 SO. FT. NOTE: FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. ; ° Q "4°13 61iE Lvr fW1811I "C NO CHANGE THIS SHEET INTEGRAL FIN ELEVATIONS �-p�.c '•., FLORA r' � - r .mvn^,: 1070 TECHNOLOGYORNE F.K. {r3/07 B - NO CHANGE THIS SHEET NOKOMIS, FL 34276 P T �° '�;SSlO N AEI? F.K. fyi5/03 "'A'"' NOC•F/ANGFTi4/53HEET P.o.Boxl6zB_ ALUMINUM PICTURE WiNDOW,NON-IMPACT •+»n r one: roar NOKOMIC, FL 30M Visibly Batter k1f°`�"" "" •"'^"0K' A. Lynfl IrI11Ee1�i1.E. ' F.K. 7114/03 Pw-7uf NTS 4259-3 C 1 PEA 88706 TABLE 2. DESIGN PRESSURES, INTEGRAL FIN WINDOWS (SIZES ARE BUCK DIMENSIONS) GLASS TYPES: A. 3/15" TEMPERED GLASS, FTL3634 S. 1/4" TEMPERED GLASS FTL 3834 C. 13/16" i.G. GLASS (3116"T, 7116" SPACE, 3/16"T) FTL-3847 WINDOW 'Y' DIMENSION WIND. "X' DIM. GLASS TYPE 15.D00 20,000 25,000 30.000 35.000 40.000 45.000 50,000 55.000 00.000 30.000 A,B,C +'iU0.0 •150.0 +100.0 -150.0 +100.0 •150,0 +100.0 -150.0 +100.0 -150.0 +100.O -150.0 +100.0 -150.0 +100.0 -160.0 +100.0 -150.0 +100.0 -150,0 AREA 3.13 SQ.FT. 4.17 SQ.FT, 5.21 SQ.FT. 6.26 SQ.FT, 7.29 SQ.FT. 8.33SQ.FT. 9.38 SQ.FT. 10.42 SQ.FT. 11,4133 SUFT. 12.50 SQ.FT. 40.00D A,B,C +t00.D -150.0 +10D.D •150.0 +100.0 -150.0 +100.0 -150.0 +100.0 -150.0 +100.0 -150.0 +100.0 -150.0 +100.0 -150.0 +100.0 -150.0 +100.0 -150.0 AREA 4,17 SQ.FT, 5-56 SQ,FT, 6.94 SQ,FT. 8.33 SQ.FT 9.72 SQ.FT. 11.11 SQ.FT. 12.60 SO, FT. 13.89 SQ.FT. 15.28 SQ.FT. 18.67 SQ.FT. 50.000 A,B,C +100.0 -150.0 +100.0 •1b0.0 +100,0 -150,0 +100.0 -150,0 +100.0 -150.0 +100,0 -150.0 +100,0 -142.2 +100,0 -115.2 +100.0 •116.2 +100.0 A15.2 AREA 6.21 SQ.FT, 6.94 SQ.FT, 8.68 SQ,FT. 1D.42 SO. FT. 12.15 SQ.FT, 13.89 SQ.FT, 15,63 SORT. 17.86 SQ.FT. 19.10 SQ.FT, 20.83 SQ.FT. 80.00p A,B,C +100,0 -150,0 +10D,0 •150.0 +100.0 -150.0 +100.0 -150.0 +100:0 -150.o +100.0 -150.0 +100,0 -142.2 +100.0 -115.2 +95.2 -qu +80.0 -80.0 8.25 SQ,FT. 8.33 SQ.FT. 10.42 SQ.FT. 12.50 SQ.FT, 14,58 SQ.FT. '18.67 SQ.FT. 18.75 SQ.FT, 20.83 60,FT. 22.92 SQ.FT. 25.00 SQ.FT, 70. +100.0 -150.0 4.100,0 -160.0 +100,0 -150,0 +100,0 -150.0 +100,0 -150,0 +100.0 .150,0 +100,0 •142,2 +100,0 =116,2 +96,2 -96.2 +80.0 8D,0 EA 7.29 SO. FT. 9,72 SQ.FT. 12..15 SQ,FT. 14.58 SQ.FT. 17.01 SQ.FT. 19.44 SuF 1. 21.88 SOFT. 24,81 SQ.FT. 28.74 SQ.FT, 28.17 SQ.FT. +100.0 -1F +100,0 -150.0 +100.0 -160,0 +100•D -150.0F10. .0 -134,1 +100.0 -130.2 +100,0 AMA +100.0115.2 +@5.2 -95.2 +80.0 •80.0 80.+100.0 -150.0 +100.0 -150,0 +100.0 -160.0 +100.0 •150.0.0' -150,6 +100.0 -150.0 +100,0 -142,2 +100.0 -115.2 +95,2 -Bb.2 +80,tl -80•b AREA 8.33 SQ,F7. 11.11 SQ.FT. 13.89 SQ,FT. 10.87 90,FT.4 S0.FT, 22.22 SQ,FT, .25.00 80.17T. 27.78 SQ,FT. 30.56 SOFT. 33,33 SQ.FT A +100.0 -160.0 +100.0 -150,0 4100.0 -150.0 +100.0 +100.0 -110.8 +100.0 -110A +100.0 -110.6 •F100.0 -110.4 +95,2 -08.2 +80.0 -80.090.000 B +100.0 -150.0 +100,0 =150.0 +tOp,O -150.0 4.100.0 �-143.6 150,0 +100,0 -150,0 +100.0 -139.9 +100,tl -134,3 +100.0 -115.2 +95.2 -05.280,0 +100.0 •150.0 +100.0 -160.0 +100.0 -150.0 +100.0 150.0 +100.0 -150,0 1D0.0 -150.0 +• 100.0 -142, 2 + 6.2 100.D itC 9 2 95.2 5.+ +00 -0,0 8 , 8 AREA 9.38 SCITT. 12,6p S0.FT. 15.83 SQ.FT. 10.75 SQ.FT. 21.0$ SQ.FT. 25.00 SQ.FT. 28.13 8Q.FT. $1.26 8Q•FT. 34,39 SQ.FT, 37.60 SQ.FT. A -150,0 +100.0- +100 -160,0 +100.. 8 7 9 +6.2 -95 +60..00 --600.,0 100.000 B +100.0 -180.0 +100.0-150.0 'Fp0.0 •1fi0.0 +0. -12 0-. 15 +1 +96,2 -96,2 +80 0 C +ioEo -1.0 50 +0 + 1000-150.0 196 6.0 +10D,0 .123.9 +95.2 -96.2 +D0.0 80,0 AREA To. 42 5Q.FT, 13,69 SQ.FT. 17.36 SQ.FT, 20.83 SQ.FT. 24.31 ^0_ FT. 2T78 SQ.FT. 31.26 SQ.FT. 34.72 SQ.FT. 38.19 SQ.FT. 41.87 SQ.FT. +100.0 -15D.0 +100.D -150.0 +100.0 -150.0 +100.0 -129.8 +99,3 •99.3 +85.1 -85.1 +823 -82.2 +83,3 -83,3 +86.0 85.0 +80.0 A0.0 110.000��A +100,0 -15o,0 +100.0 -150,0 +100.0 -imo +100.0 -150.0 +100,0 -133.4 +100.0 -116.2 +100,0 •102.3 +100.0 -10-0 .2 +85.2 -@$,2 +80.0 C +100.0 -150.0 +100.0 -i60A { 1D0.6 •150.0 1-100.0 -150,0 +100,p •133.4 +100,0 -120.0 +100.0 -10@J +100.0 -101.8 t9$.2 -86.2 +80.0 -80.0 AREA 11,48 SQ.FT. 15,28S Q.F'L 19.10 SQ.FT. 22.92 S ,FT, 26.74 SQ,FT, 30,56 $Q.FT. 34.38 SQ.FT. 30.10 SQ.FT. 42.01 SQ.FT, 45.93 SQ.FT. 'RODP Y'n6G 0,Ile Florid. A +100.0 150.0 +100.0 150.0 +'140.0 -150.0 +100.0 •125.4 +g4.2 -94.2 +78.9 -78.9 +74.0 -74.0 +74.8 -74.8 +75.8 -76.8 +76.9 +80.0 -76.9 endl,ycxan Ccoplonw No i�ei•: )1"1� Woy�oP/�Dow /,uJ� 120.000 B +100.0 -15D.0 4100.0 -150.0 +100.0 -150.0 +100.0 -137A +100,0 -120,4 +100.0 -107,7 +94.2 94.2 +88.8 -86.8 +84.9 •84.9 -B0.0 C F100.0 -150,0 +100.0 -150.0 +100.0 -150.0 +100.0 A37.1 4100.0 -120A +100.0 -108.0 +98.5 -98.6 +90.9 -90.9 +84.9 -84.9 +80.0 -80,0 7fam poEalroduaCmdroi AREA 12.50 SQ.FT 16.67 SQ.FT, 20.83 SQ,FT. 25.00 SCI T 29.17 SQ.FT. 33,33 3Q.FT. 37,50 5Q,FT, 41.07 SQ.FT. 45,83 SQ.FT. 50.00 SQ,FT. ,,I111111f1 NOTES: A\ �eNSF/��F1 '• 1. ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 50 80. FT. UNIT IN TABLE 2. �*~. k 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2, OR TO THE PRESSURE FOR THE SMALLEST ' * '. No rg705 SQUARE OR RECTANGULAR, SIZE IN TABLE 2, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. SHOWN ON SHEET 10, INSTALLATION WITH OTHER FASTENER TYPES ARE THROUGH THE _ k Y _ t, 3. INSTALLATION WITH NAILS IS THROUGH THE INTEGRAL FIN AS Q 1) FRAME. SEE ANCHORAGE DETAILS ON SHEETS 10 AND 11. E ,,-P, Sims; of " °J,J. f0/t8/11 C NO CHANGE IRIS SHEET 107p TECHNOCOQY DRIVE INTEGRAL FIN UNIT DESIGN PRESSURES : T '•. FtoRt°•• , 7r,1/' F.H. arw {/3107 8 LIMITED MAX.DESfGN PRESSURES 70 FACILITATE ANCHORAGE NOKOM73, FL 94276 PR: ALUMINUM PICTURE WiNDOW, NON -IMPACT /f1711i ft,t�' P.E. r F.K. ,a 12/fW03 A CHAM1GE N07E i ANCHORlf7G N7T1 / ry12 9CREN5 P.O, BOX 1610 NOKOMIS, FL M274 ,•,,, VI'the, Beet . .".ert ew., PW-70f NTS Ra+rou.. n". 4259-3 C., _ A. LYnn MIIIOr, P,E.B 88708 FK 7114103 - - WOOD ANCHOR WOOD ANCHOR (SEE NOTE 2) ® (SEE NOTE 2) 1/4" MAX. SHIM 114" MAX. r SHIM 1/4" MAX. � SHIM 1I � .13i' DIA. MIN. x 2 1/2" NAIL, AT CORNERS -�-.�- 7 <��v 1 3/8" MIN.MIN. &EMBEDMENT --�- C� ®EMBEDMENT AND 5" O.C. WOOD BUCK OR FRAMING 2x WOOD BUCK 2x WOOD BUCK INTEGRAL FIN DETAIL A INTEGRAL FIN DETAIL B (SEE NOTE 3) FLANGED DETAIL C (SEE NOTE 3) CONCRETE ANCHOR CONCRETE ANCHOR (SEE NOTE 1) (SEE NOTE 1) ® ILA" MAX. 1/4" MAX. SHIM SHIM • :'"'+� `�•'�SEEE1 FOR ':'' � - :e e EMBEDMENT SEE NOTE 1 FOR ':• .., 1x WOOD BUCK v . EMSEDMENT�', ' "' ' (SEE NOTE 3) ET 3.5 KSI MIN. CONCR E ;5 KSI MIN, CONCRETE OR 1.5 KSI MIN. CMU FLANGED DETAIL D (SILL ONLY) FLANGED DETAIL E NOTES; it ltGVISBD I, Y I h, wph I e forido e Oo S mP Y 1 3 " 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" ELCO TAPCONS, EMBED ED /8 t Code Aled n s -, MIN„ 5/16" ELCO TAPCONS EMBEDDED 1 3/4" MIN. OR 1/4" S84 CRETE-FLEX EMBEDDED 1 3/4" MIN. DISTANCE FROM ANCHOR TO CONCRETE I,EpJ(N t0) D4Uf .�/��f EDGE IS 1 3/4" MIN. 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 OR #14 STEEL SCREWS (G5) OR 1/4" SS4 CRETE-FLEX. nlaw bde Prot ,el Cnnl,o 3, WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL, THICKNESS IS LESS THAN 1 1/2", 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE, WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR o� `I GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING \\\ \� 4, FOR ATTACOHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 118" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. = U-L. 9 rI 2, O ^J.J.ar n> �' NO THIS •tE '� r SFLOt?��`' • 1Wi8/71 C "8 CHANGE SHEET cro7E=L101oYORIVE ANCNOIZ4GE HEAD SILL AND JAMBS •., \� Oc tom` REVISE AND UPDATEANOHORAOEPERCURRENTPEC NOK06f/S, F13427b� ALUMINUM PICTURE WiNDOW NON -IMPACT f F.1C. 1217L•/0;1 A CHAMGc NOTE. 1 AND FASTENER SPACING P.O. BOX 1620 NOKOMIS, FL 34174 1?slbly Berrer n.,k,nu"eer: "-'--•- PW-70f NTS 259-3 ^'C. I rNlai { A. Lynn 67 P.E. P.E.868706 TABLE 3. ANCHOR ON -CENTER DIMENSION BY ANCHOR TYPE • WOOD SUBSTRATE ap m WINDOW "Y" DIMENSION WIND. Ux 15" 20' 25" 30' 36" 0" 4 " 89' "k' 4 1. 2.,4. 1. 2, 4, 1. 2. 4. 1. 4. DIM. XYXY X Y X Y X Y X Y X Y X Y X v X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y XYXY X Y X Y X Y X Y X Y X Y X Y 39, D.C.m �m m.=mEm m`m MN mm mmMm m.'-m--m.=mn. mr�' mom M"-m V�m md M � rnF:mm n ,D m r m m 40" O.C. o�m�m n m�m mrmr?��m r((oo nnPmm tm3[�nOo or IV"0r n n m�a�nm mmfi rn^mg3 �maa, aN7m1 mm9 m r,.. ;,, rommH,r rnm00 OX, ggT ` t9 t r mmm � vSAnN Nn mn croo 050" nh.,0 Nmhr�Nmi 0,o W m r mnn 0l;,,0 rppInD0 wmagg¢nmP0 npo nmm�r- nnW nm BO" O, C.rypp Nr�y ;zr5 ymir�0 pm��nmLmm itole,gp m1%gaW9 VA �No mImma am W W man mmrwm eMMmm mry Y?r o!59 m y L i'4 �m,mo00. V o pap m d, J7 N 17mi ZA mo ; b n m m m 80" O'C:,asomsN��mc��C��mmm� at zz 5�nn'�i3n ter; r mid: mmnmmmnmm °'' m mnm�an'° mMm awmta ,nm,(,n,,,m,onammbamrmm mm BO" O.C. WO AW ~m cmm�mTmi��C,A�� r r C+,a,3 n l°�E��oo�oNmggLLop�C n l0 n ,�5 ,r, v3 V7 r71 d9 gmvv'poS 0S ?1 N .-r-.-rmm^ nmmro I;, m m HM1n rv,ti-r m6):n cm mama hnM nmm,�?mmnMm'nm ioo" D.C. C r off," S �a r� r � Sf �� a �aa1N 1a ,S 0'H^ mj, i0 M rn u) eo m" N m N r ,� ,D o, N r w m m� V m m m m m^ r m 110" D.C., 'Nr` � ;°vrl!R;is n 6r^4 >nm�m;.B $ IRI� gn, o O n n m m m m 'o 1� m 'D n f� "? n m zMg m n m^ a m n co m m a m n, m .0 m m ,- N ,D m m m ,� 0 m 40 m m m l' , 20" O.C;.N �N.-rn�-t7oM ,= m•-•-•.�maM�mafrD,�ai a� L'4 o �AM f m m j,�I N m <3AcJ V ,� a a ,,V •t C, YY v�f m y Oi�m 91� QMp m r m 7 m m„ m m M m o0 t0 m a, ,O Y m m m m ,o O m a m M ANCHOR TYPES: 1. #12 STEEL SCREW (G5) 2. #14 STEEL SCREW (G5) 3. 1!4" ELCO TAPCON 4, 1/4" ELCO S54 CRETEFLEX 5. 5/16" ELCO TAPCON - PILODUCT REVISED annplying will, the "'1.64. Bu11011,S Codo Ac4bpt0lm No I I F�ixp blf uDn aG�zo/ NOTES: Minn JlhSci 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: CSS�r�'`"n/ pxaoProl MAX, ON -CENTER (O,C.) W' AND "Y" DIMENSION FROM TABLE 3 (MIN. 2 1/8" O.C. CONCRETE SUBSTRATE) DIM. MAX, 8 1/2" FROM CORNERS DY`I \INN A, e111,� 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: �---- "X" DIM. I = �`�:' -'= FIND THE SMALLEST WINDOW SIZE IN TABLE 3 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON -CENTER 1k ;• rlo. ,BIDS - DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 81/2" FROM ANY CORNER. _ L�-•�� )j 1 W_- '✓.71 " 10/18/}i " n•G Rey NO CHANGE TFf15 SHEET to7BTECHNOLOGYDRIVE "V`brt ANCHORA GE, WOOD SUBSTRATE LIYF, 'POD `•.,, FLorLlO�'�C9;' FK 4l3N7 B NEWSHEET NOKOMIS.FLW276 nae' •.,..• ' r. AO, Bqx r62e === ALUMINUM PICTURE WINDOW, NON -IMPACT //SS'110N" n,. F.K. wu: 7114103 e^•er o.re: NOKOMfS, FL 34274 L27ib1y BerKr' Bi1p^""�''' ^`�'' PW-701 NT.S 4259- aCi P.E.868705 TABLE 4. ANCHOR DN•CENTER DIMENSION BY ANCHOR TYPE • CQNCRETE SUBSTRATE r;NCHOR TYPES: - -• WINDOW"Y"DIMENSION 'WIND. cgji a 15" - 20' 1 25" 30" `. 4 g " 55" 80" 1. #12 STEEL SCREW (G5) 2. #14 -TEFL SCREW {05) X XYXY 3. 4. X Y XTY _ X Y 4. XYXY X Y Y 5. X Y 3. X Y 4. X Y 5. X Y 3. X Y X Y 6. X Y 3. X Y 4. X Y 5._97 X Y X Y X Y X Y X Y X Y X Y X Y X Y X °x" DIM. Y 3. 1/4" ELCO TAPCON ELCO SS4 CRETEFLEX 5. 5116" ELCO TAPCON 30' N '- a m m m m m m M M v m I$ m M m TA! m n m ro w mmA „4.114" M mm M of m m �S m n ,,, l7S O.C. m m m? m Mom m a ro v n m n v m m al 3Nr � my3 �, �O 1Nrrmr l# oam�5r�+��r�nn g � to mr� p� l =m �n7S mmg`rg Ste; rl mLv`re' of ' �,. ammtOv al e3 ulr'sn 0c1m n 40" D.C. mrrnn �rn�m,namtomm� m a'n n°'�av' _ brm� v mmm �,v ao,m;,M 0Mm„M m . ".-Y C'D��5 lT,.- r�ffol7Srn�or•r�t`SFr�.-�-l�r•- •- fin n 50 n r •- ��o� •- m I, m ,.� a v n m V' N fp r- m+ v m m m y d m m m ,,, ,l h h ,•, N F u, q. n- h ri a P n lC m C4 N O �y C N m LO ll m m lO m a i= m o ma m S a C13 CIS ��oo m VT m w�N c�1 P meDfrmv, n m �roromm 60" D.C. m n n m a m p' "+ r0m m a"-W,,,000mmm� lj^ m O �o „3 N_ w(0 to mL@o �,N $ a m a mrn �oLa a g lom p, as `,a aaa pp 70" O.C. ,iI m R n IV m m m m N a n m ,^_ m e m M Y N N n "O M .d. to �Neo4^`4mwQm 5 A m ?C� .- fv`�49�.w.aw'hrDNeo'.°SteaLI.Co•7c�`f,��l4ns� c4 M m v t71 $7 ill „ n l3 Co c7ta Nm 80, O.C. •- mrrnm�mmE eF+, rmm�commN 8, 81 m m m N",nn r- ,- Meru nmM e,nmm ,,,mnm�,,ae,mmMQv,amm� 5' F1 m m mg r'n o e�- SMmC m`r.,m w m a mm �S .`-W 4,Sram^-,-n�r�7F m_m m A Ir ,7�5��,7S�r01M, m� ��''`�7�b1!-g ro�j�Qal71fo�SF, � �2 m N a n m m mY am M ,,, M O i-m tfi m m m '� n ^^_ "-' ,00" 0.0, S�a,E�sC�merla�C3Vrm�nffiv�rm�gm��nS�m� to m m y• �o m m m m v m m m m In♦N•• - h m n n O, r0 a m W M H N h M ,n N m M H N m (`) N H n s p•+) m m m a m r M 0f . m mma a a to a m md• maL,lmmromw 6�a�ao+rale�� m�Q,m m °mmuZwm1��mN nr m y O.C. N o1W_ f0 m ,�, a l`. m m m 4 fC m Q N,!:; rltouurr RavlstD re wmplyiug with the 1:100du - l)uldh,g code A00Ptnn Do oNo R •?d+dJ,-Lf� a11xm a JIM uetconuol NOTES: 11, ANC-I10R SPACING FOR SQUARE AND RECTANGULAR WINDOWS: ^y^ DIM; AND "Y" DIMENSION FROM TABLE 4 (MIN, 214' O.C, CONCRETE SUBSTRATE) MAX. 8 112 FROM CORNERS \ o�ENpSE 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: - "X" DIM. FIND THE SMALLEST WINDOW SIZE IN TABLE 4 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON -CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING $1/2" FROM ANY CORNER. I '•. P � C FLOR1a.' a• NO CHANGE iHi6 SHEET FL 34276 an•rw,.. ANCHORAGE CONCRETE SUBSTRATE uai07 F.K. B ftw nr. NF,WSHEET NOKOMIB, ➢.0. BOX 1629 IJOKOMf9, fL 34274 ALUMINUM PICTURE WINDOW NON -IMPACT �i �I,`I b E. . A. Lyr,� M , P.0 607V F l 1r31bly Better vm c,m,r 4•v^ --'-ro µ' NT.S' 4259-3 C on,neF uve: rn.m y nor. MIAMk E MIAMI-DARE COUNTY, FLORIDA PRODUCT CONTROL SECTION 208 DEPARTMENT Or PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 2(> h FloridaStreet,3 Room 474 AFFAIRS (PERA) Miami, rid331752474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 31.5-2590 F (786) 315 2599 NOTICE OF ACCEPTANCE (NOA) www.miamlidade.stovlpera/ PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami --Dade County PERA -Product Control Section to be. used in. Miami -Dade County and other areas where, allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. if this product or material f falls to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediatelymodify, or suspend the use of such product or material within their ,jurisdiction. revokefY PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building cod This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. D.ESCRIPTION: Series 11PW-701 Picture" Aluminum Fixed Window -NJ. APPROVAL DOCUMENT: Drawing No. 4259 3 titled "Aluminum Picture Window, Non-)Jnpact' , tt ,,, sheets 1 through 12 of 12, prepared by manufacturer, dated 07/14/03 with the latest )'evision C ate 10/18/11 prepared ared by PGT Industries, Inc., signed and sealed by Anthony Lynn Miller, P. E., bearing the 1Vliami-Dade County Product Control Revision stamp with the Notice of Acceptance rum and td Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami -Dade County Product Control Approved"' unless otherwise noted herein. RE, of this NOA shall be considered after a renewal application has been filed and there has been EE 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- ApVEI2TISEMENT: 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. INSPEC TION: A co of this entire NOA shall be provided to the user by the 11lanufacturer or its distributors and shall be available for inspection at the job site at the request of the Build Itig Official. This NOA revises NOA No. 08--1112.09 and consists of this page 1, evidence pages E--1 and E 2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No.11-1114.17 MIA tnQUe NTY Gay"'I- Expiration Date: February 19, 201.1 'I t6 r2. Approval Date: February 16, 2011 1 Page 1 PGT Industries, Inc. NOTICE. OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS L Manufacturer's die drawings and sections. (Submitted under NOA's.No. 03-1105.02) 2. Drawing No. 4259-3 tiltled "Aluminum Picture Window, Non-Ir ipaet", sheets 1 through 12 of 12, prepared by manufacturer, dated 07/14/03 with the latest revision "C" dated 10/18/11, prepared by PGT Industries, Inc., signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Inf ltration 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 Along with. marked -.up drawings and installation dia ram of an alumiDum fixed different shapes window; prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3834 and Y p , FTL--3847, dated 07/30 and 31/03, all signed and .. sealed b Joseph C. Chan P. E. UJ (Submitted under NOA No. 03-1105.02) C. CALCULATIONS ., 1. Anchor verification calculations and structural analysis, complying with FBC, b PGT Industries, Inc., dated 04/13/07, signed and sealed b Robert L. prepared Y g Y z•. Clark, P. E. (Submitted under previoiacs NOA No. 08-1112.09) 0 2. Complies with ASTM E1.300-02/ 04 E D. QUALITY ASSURANCE 1. Miami -Dade Departmen, t of Permitting, .Environment, and Regulatory Affairs 10 (PERA) E. MATERIAL CERTIFICATIONS 1. None. F, STATEMENTS 1. Statement letter of confoTnnance and compliance with the FBC-2007 (with the 2009 supplement) and FBC-21010, dated 10/26/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 10/26/11, signed. and • sealed by Anthony Lynn Miller, P. E. Jaime D. CAS on, P. E. Product Control Section Supervisor NOA No. 11-1114.17 Expiration Date: February 19, 2014 Approval Date: February 16, 2012 E-1