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800 NE 95 St (8)00 MAX. 74.50 LiAX D /I / / / / / / \ \ \ \ r ------ / \ / \ \ /\ \ / \ / f ®--*- 36.125 -- -IF --- - -- 36.725 74.50 MAX. 76.00 max. 64 00 64 ' 1 9,2. MAX. 62.50f / f 35.653 �---- 37.25 --� / 28.875 — 74 50 E / �ZJ 55.000 120.00 MAX. X0X 7 64. i 28.875 Revisions: MaLe r-rl: Town 1 D R.S. Revised By: D. B. Vendor No.: XX • ote: 2/12/97 Dote: /20/98 scote: N.T.S �osifcotion: Description: Address: NON - IMPACT WINDOWS (MAX. HEIGHT OF 76') 1.) GLAZING: DSB, 3/16" ANNEALED 2.) CONFIGURATIONS: X, XX 3.) DESIGN PRESSURE RATING: SEE COMPARATIVE ANALYSIS TABLES ON 4.) ANCHORS: SEE COMPARATIVE ANALYSIS TABLES ON 5.) HURRICANE PROTECTION DEVICES MUST NON- IMPACT WINDOWS (MAX. HEIGHT OF 64') 1.) GLAZING: 3/16" ANNEALED 2.) CONFIGURATIONS: X, XX., XOX 3.) DESIGN PRESSURE RATING: SEE COMPARATIVE ANALYSIS TABLES ON SHEETS 8 &9 4.) ANCHORS: SEE COMPARATIVE ANALYSIS TABLES ON SHEETS 8 &9 5.) HURRICANE PROTECTION DEVICES MUST BE INSTALLED. ' SS '1 technology rti,.r6nve d Orally �i lnaaa.e w.,cx�.., a SI.wi a a.v. o w •+.+�.. Prod. Cotegory: CASE FRONT VIEWS, ELEVATION P. O. BOX 1529 Size: Drawing No.: NOKOMIS, FL. 342 B r ra 330 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT � , PAIL 1 9 $ PRODUC CO. ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO C I 7 - 621 .6) BY Series /Model: 7 00 Item: SHEETS 6 & 7. SHEETS 6 & 7 BE INSTALLED. Sheet: o r 10 XOX MAX. SIZE A B C D E 38.375 96.000 43.000 22.875 36.875 50.625 84.000 37.000 19.875 49. 125 64.000 60.000 25.000 13.875 62.500 6.000 - --- r 1.000 -- MAX. SPACING 4.000 -- 4. -- 11.000 -- MAX. SPACING )00 -- - 6.0C I �• - f 4.000 0 4X. 61.500 - - -� / \ ,V / / / / / \ \ // 1 1 i, \ \ ,( \ \ / / / / / r - \ / 6.0C - - r 1 ,... 6.0( WINDOW I® ---- H 1 1 1 L 1 1 28.875 28.875 DIM'S 60.000 Description: FRONT VIEWS, ELEVATION WINDOW DIM'S A AtAX. 63 ANCHOR J11M'5 6.000 - WINDOW • DIM MAX. SPACING = - 11.000 4.000 \e 0 I 4. 00 4.000 , --- 4.000 14NcHOR DIM S 11.000 MAX. SPACING ® 4.000 -.� C 8 XOX J 11 - 4. 0 0 T .000 MAX. SPACING 0 WINDOW DIM'S 11.000 xx 00 4.000 -- 4.000 0 ANCHOR DIM'S MAX. SPACING 1 6.000 6.000 _ 16.000 MAX. SPACING ANCHOR CAM'S 6.000 ANCHOR DIM'S - 11.000 MAX. SPACING ANCHOR DIM'S 16.000 MAX. SPACING x Clossi/icotion: SMALL MISSLE IMPACT WINDo ys_ 1.) GLAZING: 1/4" TEMPERED 2.) CONFIGURATIONS: X,XX,XOX 3.) DESIGN PRESSURE RATING: +75 P.S.F., -75 P.S.F. 4.) ANCHORS: MAX. 6" FROM EACH CORNER 2 ANCHORS 4" APART, 4" FROM EACH MEETING RAIL MAX. SPACING AT HEAD & SILL: 11.000 MAX. SPACING AT JAMBS: 16.000 5.) NO HURRICANE PROTECTION DEVICES REQUIRED 30 FEET & ABOVE. LARGE MISSLE IMPACT WINDOWS 1.) GLAZING: 3/16" SENTRY GLASS 2.) CONFIGURATIONS: X,XX,XOX 3.) DESIGN PRESSURE RATING: MAX. +60 P.S.F., -60 P.S.F. 4.) ANCHORS: MAX. 6" FROM EACH CORNER 2 ANCHORS 4" APART, 4" FROM EACH MEETING RAIL MAX. SPACING AT HEAD & SILL: 1 1.000 MAX. SPACING AT JAMBS: 16.000 5.) NO HURRICANE PROTECTION DEVICES REQUIRED. wvlrf ✓n d 04.14 +4, f (ndava APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT A P BY PRODU I C ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE no 4 I ..t rod. Coteyop: Series /Model: CASE 700 It e m : w.bce..+ d K.ear & a.a,+ G. 111.3.s 5 I progressivem 7sr technology ITEM 1 9 5 6 7 1 11 1 T 1c' 16 17 18 19 20 VT # 610228 69999 69514 781 POA 7CORNMLG 7CORNMSM 4CORNN 9 601501. 6FRMBK 49004 12 7KEEP 13 7CAOR /L 7TRAK 7CEHG 710516PPA 21 610001 22 76178A _ 3 65107W 24 6503W 25 60 1 181Y 26 601308K 27 7PWSW DESCRIPTION FRAME HEAD, SILL, JAME FRAME MEETING RAIL SASH HEAD. SILL. JAMB 8x 1 1/2 SCREW PAN HO. OUAD. LG. MAIN FRM, CORNER KEY 602001! SASH HEACL R WEATHER STRIP SASH SIDE /SILL I•VEATHER STRIP MAIN FRAME BULB WEATHER STRIP OPERATOR GUIDE TRACK STANDARD HINGE 10x5/16 SCREW PAN HD. PHIL 3/16" ANNEALED CLASS 5/16" ANNEALED W\ DuPONT 457 FILM 1 /4" TEMP. GLASS DSB GLASS FIXED LIGHT INSERT 6x 1 7/8 SCREW BUGLE TEC DSB ROLLED ALUM. GLAZING BEAD 3/ 16' ROL L ED ALUM. GLAZING BEAD EXTR'D. ALUM. GLAZING BE 4r FOAM TAPE ADHESIVE 1 —SIDE - $ 1 6x778 FLT. HD. PHIL. (1/4' ROLLED ALUM. GLAZING BEAD 28 ( 65133 VENDOR ALUMAX EXTRUSIONS ALUMAX EXTRUSIONS AI I IMAX FY, TRI ISIONS FASTEC INDUSTRIAL CORP PRECISION FARR /�AI1ON I PRECISION FABRICATION VINYI — TFC,H. / PCT SM. MAIN FRM /SASH CORNER KEY PLASTIC MAIN FRM. CORNER KEY S C1- L E GEL CORP. S CHL EGEL CORP. PROTOTYPE PLASTICS SASH LOCK. VINYL—TECH. / PGT SASH LOCK KEEPER TRUTH HARDWARE CASEMENT OPER. RT /LEr TRUTH HARDWARE TRUTH HARDWARE TRUTH HARDWARE MERCHANTS FASTENER CORP. PPG. LOF I AM, BY RO.1AG. VFRICOM PPG. LOF PPG. LOF ALUMAX EXTRUSIONS AQUA FASTENERS FLORIDA SCREEN FLORIDA SCREEN I,.DAL EX EXTRUSIONS FRANK LOWE FASTEC INDUSTRIES FLORIDA SCREEN t TYPICAL MAIN FRAME CORNER TYPICAL SASH CORNER sco,e: N.T.S. los silica t,on: Desc ription : PROOU vs.rxver a O•aa, tr.IL.dcv.. (1.3 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT. i 'LIL .. 1 19� BY _ 1 f /.4 BUILDING BUILDING CODE COMPLIANCE i FICE ACCEPTANCE NO 6 11 - 6/ Z.O I NTROL DIVISION CA 1 Prod. Category: Series /Alodel: 0 70 CASEMENT XOX Address: P.O. BOX 1529 NOKOMIS, FL. 34 274 Size: VENDOR # AF -10228 AF -9999 AF -9514 4CORNN O700x 1 SO 0150x190 FP —.176 BLACH. 315 208000 23 - 19 - 23 - 002 30175 35.10.00. 101 AF -10001 SH05— 107 SH05 -030 GAS- 4.3222 'progressive EtA 5 iechnr_.Io. Item: WraerLa $f. bl I Chirpy O.m Drawing No.: 3n 'Sheet: 3 of 1( Yf v.: J6.123 s5 CVO 1.0.A70 Mkt SECTION C -C • 1 / L-L 7 &c0 actc. SECTION 0 -0 37.2■: UM. SECTION E —E F, Revisions: Moietiel: Vend (/ Ns.: Grown By: A R .S. Dote: 2/1 2/97 Oots9/ 7 Scale: .5X 36123 7-- t.los!ilicotion: UM Description: ._l u� ✓x ✓t[ d QN {j :fiJ GdeVa Prod. Category: CA r _ _ _ f-9 r�'d1e= P.O. BOX 1529 NOKOI FL .497A - Ain if HORIZONTAL SECTIONS APPROVED k5 COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT i ARIL I BY P?..ODU'.T !1*1ROL DIY!S:ON BUILDING CODE COMPLIANCE 0 LICE (1• n �cru4!tCE �1'I •fl progress :;e fL Sgtechnoloa .t S1ad.4 palm. Ca. Mw1v. Series /Model: Sheet: 700 1 item: SECTS. S.Se: lUrow,nr, 7 7 n =l .250 MAX. SHIM SPACE SECTION A -A GLAZING OPTION: OSB .250 MAX. SHIM SPACE SECTION B -B GLAZING OPTION: DSB .250 MAX. SHIM SPACE .250 MAX. SHIM SPACE GLAZING OPTION: 3/16" GLAZING OPTION: 1/4" GLAZING OPTION: "SENTRY GLASS" APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE PRIL 1 DAT BY PROUD' T •NTROL DIVISION BUILDING CODE COMPLIANCE OFFICE q-7-62/. ACCEPTANCE NO � 61 Revisions: ,.totoriol: Oro, -n By: R. S. Revised 8, e Vendor No.: 2/12/97 Dot l /j / 7T .5X um-4x tire.' el orwil {{1f L�CCLai Classification: Prod. Category: Series /Mode!: ALUM. • CA 700 %.4Jres5: P.O. BOX 1529 9 Size: NOKOMIS, FL. 34274 I progressive El A ss techn00 , 7. 4awb [►eaa N k +�t I J Qalo� ban M�fun ,tem SECT. Sheet: 5 of 10 Description: VERTICAL SECTIONS Orowing No.: Window - Window Widths \Windoi' Widths . 19.125 (3) licigl:(s (3) 37.000 (6) 40.000 (6) 42.000 (6) 43.000 (6) 50.000 (6) 53.125 (S) 60.000 (S) 72.000 (10) - 120.45 + 104.00 26.000 (2) - 140.00 + 104.00 - 135.00 + 104.00 - 135.00 + 104.03 - 120.45 + 104.00 -'111.01 + 104.00 - 93.33 + 9333 - 77.09 + 77.09 - 53.53 + 53.53 - 50.00 + 50.00 33.375 (2) - 135.00 + 104.00 - 130.00 + 104.00 - 130.00 + 104.00 - 120.45 + 104.00 - 1 11.01 + 104.00 - 98.33 + 98.33 - 77.09 + 77.00 - 53.53 + 53.53 - 50.00 + 50.00 50.625 (3) - 1 30.00 + 104.00 - 130.00 + 104.00 - 126.32 + 104.00 - 115.28 + 104.00 - 111.01 + 104.00 - 93.33 + 9S.33 - 77.09 + 77.09 - 53.53 + 53.53 - 50.00 + 50.00 63.000 (4) - 107.47 + 104.00 - 100.31 + 100.51 - 96.93 + 96.93 - 87.30 + S7.30 - 54.64 + 34.64 - 30.92 + 30.92 - 73.00 + 73.00 - 53.53 + 53.53 - 50.00 + 50.00 76.000 (5) - 36.54 186.54 - 30.96 . + 30.96 - 77.69 + 77.69 - 69.57 + 69.57 - 67.31 + 67.31 - 64.14 + 64.14 - 5S.39 + 53.39 - 4S.00 + 48.00 - 46.00 + 46.00 Window Heights - Window Widths Window Widths . 19.125 (3) 20.000 (3) 24.000 (3) • 26.500 ( 30.000 (4) 32.000 (4) 34.000 (4) 36.000 (4) :26.000 (2) - 140.00 + 104.00 - 140.00 + 104.00 - 120.45 + 104.00 - 93.63 + 93.33 - 73:4S + 73.43 - 70.22 + 70.22 - 63.53 + 63.53 - 53.01 + 53.01 -33.375 (3) - 140.00 ._ 104.00 - 140.00 _ 104.00 - 120.45 _ 104.00 - 9S.79 + 93.79 ( - 77.09 + 77.09 - 67.75 + 67.75 - 60.02 + 60.02 3. - 33.53 + 53.53 50.625 (4) - 136.07 _ 104.00 - 131.52 + 104.00 - 115.2S + 104.00 - 98.79 + 9S.79 - 77.09 + 77.09 - 67.75 _ 67.75 - 60.02 + 60.02 - 53.53 + 53.53 63.000 (5) - 104.56 + 104.00 - 100.51 + 100.31 - S7.30 + S7.30 - 81.06 + 31.06 - 74.21 + 74.21 - 67.75 + 67.75 - 60.02 + 60.02 - 53.53 + 53.53 76.000 (6) - 34.10 + 34.10 - 30.96 + 30.96 - 69.57 + 69.57 - 64.26 + 64.26 - 5S.39 + 53.39 - 55.66 +,55.66 - 53.27 ± 53.27 I - 51.13 + 51.13 Window Window Widths 37.000 (4) 40.000 (4) 42.000 (4) I 4S.000 (4) 50.000 (4) 53.125 (6) 60.000 (6) 72.000 (6) 74.500 (6) 26.000 (2) .. - 140.00 + 104.00 - 135.00 + 104.00 - 135.00 + 104.00 - 120.45 +.104.00 = 111.01 + 104.00 - 9S.33 19S-33 - 77.09 + 77.09 - 53.53 + 53.53 - 50.00 + 50.00 33.375 (2) - 135.00 + 1 04.00 - 130.00 + 104.00 - 130.00 + 104.00 - 120.45 + 104.00 - 111.01 + 104.00 - 93.33 + 93.33 - 77.09 + 77.09 - 53.53 + 53.53 - 50.00 + 50.00 50.625 (3) - 130.00 + 104.00 - 130.00 + 104.00 - 126.82 + 104.00 - 115 23 + 104.00 - 111.01 + 104.00 - 93.33 + 93.33 - 77.09 + 77.09 - 53.53 + 5333 - 50.00 + 50.00 63.000 (4) - 107.47 + 104.00 - 100.31 + 100.S 1 - 96.93 + 96.93 - 37.30 + 37.30 - S4.64 + 34.64 - 30.92 + 80.92 - 73.00 + 73.00 - 53.53 + 53.53 - 50.00 + 50.00 76.000 (5) - S6.54 + 36.54 - S0.96 + S0.96 - 77.69 + 77.69 - 69.57 169.57 - 67.31 + 67.31 - 64.14 + 64.14 - 58.39 + 53.39 - 43.00 + 43.00 - 46.00 + 46.00 Cencrnl NOTE: Numbers in () parentheses are quantity of anchors per side. Notes: Negative Design Loads based on Comparative Analysis (psi), and Glass Table 35 -E. Positive Design Loads based on Comparative Analysis (psi), and Water Test Pressure umbers :t I* arc 10 r'r:10 screws or 3/16 ' 1 apcons. NOTC: 2 anchors 4" apart, 4" from each side of sheeting rail are required. (total of4 anchors at each Meet. Rail) Max. spacing at !:cad & sill at vent = 11.000 Max. spacing at jambs = 16.000 f� umoers aDcw c 'Ire for. 11 screws or 1;4" 1 apcons. NOTE: 1 anchor 4.000" on each side of meeting rail are required. (Total of 2 anchors at each Meet. Rail). \Tax. spacing at head d: sill at vent = 16.000 Max. spacing at jambs= 16.000 \ um b ers above are for 10 screws or3 /16" Tapcons. NOTE: anchor, 6" from each corner,,'lnx., and as follows: \lax. spacing at head & sill at vent = 11.000 \Window Heights 19.125 (2) I 20.000 (2) 26.000 (2) - 140.00 104.00 3 - 140.00 + 104.00 3S.375 (3) - 140.00 _ 104.00 f - 140.90_ 1 - - 50:625 - - (a) - 136.07 + 104.00 I - 131.52 + 104.00 63.000 (5) - 104.56 + 104.00 - 100.81 + 100.81 76.000 (6) - 34.10 + S4.10 ( - 80.96 + S0.96 Numbers above are for #12 screws or 1/4" Tapcons. NOTE: Anchors 6" from each corner, Max., and ::s fulloms: \lax. spacing at head �C sill at vent = 16.000 \Iax. spacing at jambs = 16.000 24.000 (2) 26.500 - 120.45 + 104.00 -93.83 - -- 120:45 + I0x :00 - - " . 95.79 - 115.23 + 104.00 - S7.30 + 87.30 - 69.57 + 6937 Window !Widths (2) 3 30-000 (2) + 98.33 [ - 73.43 + 7$.43_ 95.79 - 77.09 + 77.09 95.79. + 93.79 - 77.09 + 77.09 - S1.06 +81.06 - 74.21 +74.21 - 64.26 + 64.26 1 - 53.39 Max. spacing at jambs = 16.000 + 58.39 - 55.66 Revisions: dfoferiol: Drown 8y: Revise Vend. f No.: Anchors 6" from each corner, \lax., and as follows: Anchors 6" from each corner, Max., and as follows: 32.000 (2) i 34.000 (2) 70.22- +70.22 =6133 +63.53 - 67.75 + 67.75 3 - 60.02 + 60.02 - - SS.01 5333 + + 53.53 53.01 ;OUTH FLORIDA BUILDING COOS 3Y 732r6MEt + 60.02 1 - 53.53 + 53.53 55.00 - 53.27 + 53.27 ( - 51.13 + 51.18 01 01 T +NTROL DIV :s ON I X dtl3LDING CODE COMPLIANCE OFFICE ACCEPTANCE NO C r ) - O P 1 7..O 67.75 + 67.75 - 60.02 + G0.02 - 53.53 1 53.53 -67.75 +61 ` -600 Do t e : 08/27/9 7 Do tA-s � � Scole: N.T.S. Clossif.eaLon: r :. d. Co :eyory: 36.000 - (2) gPPROVE0 - As - - COMPLYING PITH THE war «✓es of Series /Mod 700 l :em FTL - 1518 XX \ XX X OR X OR X w.ss,rera w u.wr 4 0.5.. Coo sNw.s ' progressive a Sheet: 6 of 10 Description: COivIPARATIVE ANALYSIS FOR 76" HiGH CASEMENT USING 3/16" ANNEALED GLASS. (NOT FOR IMPACT WINDOWS) Adaress: P BOX 1529 She: ()rowing No.: fl -� NOKOMIS FL. 34274 1 B 330 Window W Window \Widths . . 37.000 ( (6) 4 40.000 ( (6) - - 12.000 ( (6) 4 43.000 ( (6) 5 50.000 ( (6) 5 53.125 ( (6) 6 60.000 ( (6) 7 72.000 ( (3) 7 74.500 ( (8) 26.000 ( (2) - - 100.00 + + 100.00 - - 95.00 + + 95.00 - - 95.00 + + 95.00 - - 95.00 + + 95.00 - - SS.S0 + + 8S.S0 - - 75.66 _ _ 73.66 - - 61.67 + + 61.67 - - 42.83 + + 42.83 - - 40.00 + + 40.00 3S.375 ( (2) - - 95.00 + + 95.00 - - 90.00 + + 90.00 - - 90,00 + + 90.00 - - S5.00 + + 85.00 - - 85.00 + + S5.00 - - 75.66 + + 7S.66 - - 61.67 + + 61.67 - - 42.S3 + + 42.83 - - 40.00 + + 40.00 50.625 ( (3) - - 85.00 + + 85.00 - - 85.00 + + S5.00 • - - 85.00 + + 85.00 - - 71.00 + + 71.00 - - 66.00 6 66.00 - - 61.00 - -t- 61.00 - - 52.00 + + 52.00 - - 42.00 + + 42:00 - - 40.00 + + 40.00 63.000 ( (4) - - 79.00 + + 79.00 - - 70.00 + + 70.00 - - 64.00 + + 64.00 - - 54.00 + + 54.00 - - 50.00 + + 50.00 - - 47.00 + + 47.00 - - 40.00 + + 40.00 - - 3.4.00 + + 34.00 - - 33.00 1 133.00 76.000 ( (5) - - 62.00 + + 62.00 - - 56.00 + + 56.00 - - 52.00 + + 52.00 - - 44.00 + + 44.00 - - 41.00 + + 41.00 - - 39.00 + + 39.00 - - 35.00 + + 35.00 - - 28.00 + + 28.00 , - - 27.00 + + 27.00 Window f ]0 /I6 T indow Window ndow Widths Heights 37.000 (4) 40.003 (4) 42.000 (4) 48.000 (4) 50.000 (4) 53.125 (4) 60.000 (4) 72.000 (6) 74.500 (6) 26.000 (2) - 100.00 + 100.00 - 95.00 + 95.00 - 95.00 + 95.00 - 95.00 + 95.00 - SS.S0 + SS.S0 - 7S.66 + 78.66 - 61.67 + 61.67 - 42.83 + 42.83 - 40.00 + 40.00 33.375 (2) - 95.00 + 95.00 - 90.00 + 90.00 - 90.00 + 90.00 - S5.00 + S5.00 - S5.00 + S5.00 - 73.66 + 7S.66 - 61.67 + 61.67 - 42.83 + 42.33 - 40.00 + 40.00 50.625 (2) - S5.00 + S5.00 - 85.00 + S5.00 - S5.00 + S5.00 - 71.00 +.71.00 - 66.00 + 66.00 - 61.00 + 61.00 - 52.00 + 52.00 - 42.00 + 42.00 - 40.00 + 40.00 63.000 (3) - 79.00 + 79.00 - 70.00 + 70.00 - 64.00 + 64.00 - 54.00 + 54.00 - 50.00 + 50.00 - 47.00 + 47.00 - 40.00 + 40.00 - 34,00 + 34.00 - 33.00 + 33.00 76.000 (4) - 62.00 + 62.00 - :6.00 + 56.00 - 52.00 1 52.00 - 44.00 + 44.00 - 41.00 + 41.00 - 39.00 + 39.00 - 35.00 + 35.00 - 28.00 + 28.00 , - 27.00 + 27.00 Window _- Window \Wid hs Heights 19.125 (3) 20.000 (3) 24.000 (3) 26.500 (3) 33.000 (4) 32.000 (4) 34.000 (4) I 36.000 (4) 26.000 (2) - 100.00 + 100.00 - 100.00 + 100.00 - 96.36 + 96.36 - 79.06 + 79.06 - - 62;79 + 62.79 - 56.18 + 56.18 - 50.83 + 50.83 i - 46.41 + 46.41 _3S.375 (2) - 100.00 .+ 100.00 - 100.00 + 100.00 - 96.36 + 96.36 - 79.04 + 79.04 - 61.67 + 61.67 - 54.20 + 54.20 - 48.01 + 4S.01 - 42.83 + 42.83 50.625 (3) - 100.00 + 100.00 - 100.00 + 100.00 - 92.22 + 92.22 - 79.04 + 79.04 - 61.67 + 61.67 - 54.20 + 54.20 - 43.01 + 48.01 - 42.83 + 42.83 63.000 (4) - S3.65 + 83.65 - S0.65 _ 80.65 - 69.84 + 69.84 - 64.84 + 64.34 - 59.37 + 59.37 - 54.20 + 54.20 - 43.01 + 4S.01 - 42.83 +42.83 76.000 (5) - 67.28 + 67.2S - 64.76 + 64.76 - 55.66 + 55.66 - 51.41 + 51.41 - 46.72 + 46.72 - 44.53 +44.53 - 42.62 + 42.62 - 40.94 + 40.94 Window Window \Wid.ls Heights 19.125 (2) 20.000 (2) 24.000 (2) 26.500. (2) 30.000 (2) 32.000 (2) 34.000 (2) 36.000 (2) 26.000 (2) - 100.00 + 100.00 - 100.00 + 100.00 - 96.36 + 96.36 - 79.06 + 79.06 - 62.79 + 62.79 - 56.18 + 56.1.5- ---50:83 -- + 50 :S3 - = 46.41 + 46.41 A 3S.375 (2) - 100.00 + 100.00 - 100.00 + 1 00.00 - 96.36 _ + 96.36- = _79.04 _ 79 :04 - -- 61.67 + 61.67 - 54.20 + 54.20 - 43.01 + 4S.01 - 42.83 + 42.83 8 50.625 __(2)_ - -1 00.00- +- 1 00 :00 - - - 1 - 00.00 -- + 100.00 - 92.22 + 92.22 - 79.04 + 79.04 - 61.67 + 61.67 - 54.20 + 54.20 - 4S.01 + 4S.01 - 42.33 + 42.83 -0 63.000 (3) - 83.65 + S3.65 - S0.65 + 80.65 - 69.S4 + 69.34 - 64.84 + 64.84 - 59.37 + 59.37 - 54.20 + 54.20 I - 48.01 + 4S.01 - 42.83 + 42.83 B 76.000 (4) - 67.2S + 67.2S - 64.76 + 64.76 - 55.66 + 55.66 - 51.41 + 51.41 - 46.72 + 46.72 - 44.53 + 44.53 I - 42.62 + 42.62 - 40.94 + 40.94 I General DOTE: Numbers in () parentheses are quantity of anchors per side. Notes: Nceativc Design Loads based on Comparative Analysis (psi), and Glass Table 35 -E. Positive [Mien Loads bascd on Comparative Analysis (psi), and Water Test Pressure. um (IN 1rc ur: screws or a apcons. NOTE: 2 anchors 4" apart, 4" from each side of meeting rail arc required. (Total of 4 anchors at each \1ect. Rail) Max. spacing at head S sill at vent = 11.000 \lax. spacing at jambs = 16.000 IN umbers aD ore are for r` screws or 1I- 1 apcons. NOTE: 1 anchor 5.000" on each side of meeting rail are required. (Total of 2 anchors at each Meet. Rail). Max. spacing at head & sill at vent = 24.000 Max. spacing at jambs = 20.000 \umbers above are fur - :10 screNvs or 3/16" Tapcons. NOTE: Anchors 6" from each corner, \lax:, and as follows: Max. spacing at head & si11 at ent = 11.000 \umbers above arc for H12 screws or 1N" Tapcons. NOTE: Anchors 6" from each corner, \lax., and as follows: Max. spacing at head & sill at vent = 24.000 Max. spacing at jambs = 16.000 \Iax. spacing at jambs = 20.000 R Mo1eriol: Dro..n 6 Revised B Vender .- Anchors 6" from each corner, \ lax., and as follows: Anchors 6" from each corner, Max., and as follows: VINYL TECI :1• 5 silica lion: W.daLIU W .).od Ffi/ Ldaua Prod. Category: Ser ;es /ldodel: 700 PPROVEU AS COMPLYNC W TH TH OUTH FLORIDA BUILDING CODE ROL DIV :S.ON X t3UtMON' CODE COMPLMAUCE OFFICE ACCEPTANCE NO q7-12). O I XX XX Y+.+6cw of 4..f*I t a.b. Ow X OR X OR X I progressiveLIA 55 technology Item: Sheet: '7 of 10 FTL -1519 Cote Description: 08127/9 COMPARATIVE ANALYSIS FOR 76" HIGH CASEMENT Date: 9 4 7/ 4: 2 USING DSB ANNEALED GLASS. (NOT FOR IMPACT WINDOWS) kale: Rev. _ address: P. U. BOX � 529 Size: Dro.in g No.: 1'] N.T.S. I NOKOMIS, FL. 34274 E� ._3.� n 1 Window _- Window \Wid hs Heights 19.125 (3) 20.000 (3) 24.000 (3) 26.500 (3) 33.000 (4) 32.000 (4) 34.000 (4) I 36.000 (4) 26.000 (2) - 100.00 + 100.00 - 100.00 + 100.00 - 96.36 + 96.36 - 79.06 + 79.06 - - 62;79 + 62.79 - 56.18 + 56.18 - 50.83 + 50.83 i - 46.41 + 46.41 _3S.375 (2) - 100.00 .+ 100.00 - 100.00 + 100.00 - 96.36 + 96.36 - 79.04 + 79.04 - 61.67 + 61.67 - 54.20 + 54.20 - 48.01 + 4S.01 - 42.83 + 42.83 50.625 (3) - 100.00 + 100.00 - 100.00 + 100.00 - 92.22 + 92.22 - 79.04 + 79.04 - 61.67 + 61.67 - 54.20 + 54.20 - 43.01 + 48.01 - 42.83 + 42.83 63.000 (4) - S3.65 + 83.65 - S0.65 _ 80.65 - 69.84 + 69.84 - 64.84 + 64.34 - 59.37 + 59.37 - 54.20 + 54.20 - 43.01 + 4S.01 - 42.83 +42.83 76.000 (5) - 67.28 + 67.2S - 64.76 + 64.76 - 55.66 + 55.66 - 51.41 + 51.41 - 46.72 + 46.72 - 44.53 +44.53 - 42.62 + 42.62 - 40.94 + 40.94 Window Window \Wid.ls Heights 19.125 (2) 20.000 (2) 24.000 (2) 26.500. (2) 30.000 (2) 32.000 (2) 34.000 (2) 36.000 (2) 26.000 (2) - 100.00 + 100.00 - 100.00 + 100.00 - 96.36 + 96.36 - 79.06 + 79.06 - 62.79 + 62.79 - 56.18 + 56.1.5- ---50:83 -- + 50 :S3 - = 46.41 + 46.41 A 3S.375 (2) - 100.00 + 100.00 - 100.00 + 1 00.00 - 96.36 _ + 96.36- = _79.04 _ 79 :04 - -- 61.67 + 61.67 - 54.20 + 54.20 - 43.01 + 4S.01 - 42.83 + 42.83 8 50.625 __(2)_ - -1 00.00- +- 1 00 :00 - - - 1 - 00.00 -- + 100.00 - 92.22 + 92.22 - 79.04 + 79.04 - 61.67 + 61.67 - 54.20 + 54.20 - 4S.01 + 4S.01 - 42.33 + 42.83 -0 63.000 (3) - 83.65 + S3.65 - S0.65 + 80.65 - 69.S4 + 69.34 - 64.84 + 64.84 - 59.37 + 59.37 - 54.20 + 54.20 I - 48.01 + 4S.01 - 42.83 + 42.83 B 76.000 (4) - 67.2S + 67.2S - 64.76 + 64.76 - 55.66 + 55.66 - 51.41 + 51.41 - 46.72 + 46.72 - 44.53 + 44.53 I - 42.62 + 42.62 - 40.94 + 40.94 I General DOTE: Numbers in () parentheses are quantity of anchors per side. Notes: Nceativc Design Loads based on Comparative Analysis (psi), and Glass Table 35 -E. Positive [Mien Loads bascd on Comparative Analysis (psi), and Water Test Pressure. um (IN 1rc ur: screws or a apcons. NOTE: 2 anchors 4" apart, 4" from each side of meeting rail arc required. (Total of 4 anchors at each \1ect. Rail) Max. spacing at head S sill at vent = 11.000 \lax. spacing at jambs = 16.000 IN umbers aD ore are for r` screws or 1I- 1 apcons. NOTE: 1 anchor 5.000" on each side of meeting rail are required. (Total of 2 anchors at each Meet. Rail). Max. spacing at head & sill at vent = 24.000 Max. spacing at jambs = 20.000 \umbers above are fur - :10 screNvs or 3/16" Tapcons. NOTE: Anchors 6" from each corner, \lax:, and as follows: Max. spacing at head & si11 at ent = 11.000 \umbers above arc for H12 screws or 1N" Tapcons. NOTE: Anchors 6" from each corner, \lax., and as follows: Max. spacing at head & sill at vent = 24.000 Max. spacing at jambs = 16.000 \Iax. spacing at jambs = 20.000 R Mo1eriol: Dro..n 6 Revised B Vender .- Anchors 6" from each corner, \ lax., and as follows: Anchors 6" from each corner, Max., and as follows: VINYL TECI :1• 5 silica lion: W.daLIU W .).od Ffi/ Ldaua Prod. Category: Ser ;es /ldodel: 700 PPROVEU AS COMPLYNC W TH TH OUTH FLORIDA BUILDING CODE ROL DIV :S.ON X t3UtMON' CODE COMPLMAUCE OFFICE ACCEPTANCE NO q7-12). O I XX XX Y+.+6cw of 4..f*I t a.b. Ow X OR X OR X I progressiveLIA 55 technology Item: Sheet: '7 of 10 FTL -1519 Cote Description: 08127/9 COMPARATIVE ANALYSIS FOR 76" HIGH CASEMENT Date: 9 4 7/ 4: 2 USING DSB ANNEALED GLASS. (NOT FOR IMPACT WINDOWS) kale: Rev. _ address: P. U. BOX � 529 Size: Dro.in g No.: 1'] N.T.S. I NOKOMIS, FL. 34274 E� ._3.� n 1 Window Window \Wid.ls Heights 19.125 (2) 20.000 (2) 24.000 (2) 26.500. (2) 30.000 (2) 32.000 (2) 34.000 (2) 36.000 (2) 26.000 (2) - 100.00 + 100.00 - 100.00 + 100.00 - 96.36 + 96.36 - 79.06 + 79.06 - 62.79 + 62.79 - 56.18 + 56.1.5- ---50:83 -- + 50 :S3 - = 46.41 + 46.41 A 3S.375 (2) - 100.00 + 100.00 - 100.00 + 1 00.00 - 96.36 _ + 96.36- = _79.04 _ 79 :04 - -- 61.67 + 61.67 - 54.20 + 54.20 - 43.01 + 4S.01 - 42.83 + 42.83 8 50.625 __(2)_ - -1 00.00- +- 1 00 :00 - - - 1 - 00.00 -- + 100.00 - 92.22 + 92.22 - 79.04 + 79.04 - 61.67 + 61.67 - 54.20 + 54.20 - 4S.01 + 4S.01 - 42.33 + 42.83 -0 63.000 (3) - 83.65 + S3.65 - S0.65 + 80.65 - 69.S4 + 69.34 - 64.84 + 64.84 - 59.37 + 59.37 - 54.20 + 54.20 I - 48.01 + 4S.01 - 42.83 + 42.83 B 76.000 (4) - 67.2S + 67.2S - 64.76 + 64.76 - 55.66 + 55.66 - 51.41 + 51.41 - 46.72 + 46.72 - 44.53 + 44.53 I - 42.62 + 42.62 - 40.94 + 40.94 I General DOTE: Numbers in () parentheses are quantity of anchors per side. Notes: Nceativc Design Loads based on Comparative Analysis (psi), and Glass Table 35 -E. Positive [Mien Loads bascd on Comparative Analysis (psi), and Water Test Pressure. um (IN 1rc ur: screws or a apcons. NOTE: 2 anchors 4" apart, 4" from each side of meeting rail arc required. (Total of 4 anchors at each \1ect. Rail) Max. spacing at head S sill at vent = 11.000 \lax. spacing at jambs = 16.000 IN umbers aD ore are for r` screws or 1I- 1 apcons. NOTE: 1 anchor 5.000" on each side of meeting rail are required. (Total of 2 anchors at each Meet. Rail). Max. spacing at head & sill at vent = 24.000 Max. spacing at jambs = 20.000 \umbers above are fur - :10 screNvs or 3/16" Tapcons. NOTE: Anchors 6" from each corner, \lax:, and as follows: Max. spacing at head & si11 at ent = 11.000 \umbers above arc for H12 screws or 1N" Tapcons. NOTE: Anchors 6" from each corner, \lax., and as follows: Max. spacing at head & sill at vent = 24.000 Max. spacing at jambs = 16.000 \Iax. spacing at jambs = 20.000 R Mo1eriol: Dro..n 6 Revised B Vender .- Anchors 6" from each corner, \ lax., and as follows: Anchors 6" from each corner, Max., and as follows: VINYL TECI :1• 5 silica lion: W.daLIU W .).od Ffi/ Ldaua Prod. Category: Ser ;es /ldodel: 700 PPROVEU AS COMPLYNC W TH TH OUTH FLORIDA BUILDING CODE ROL DIV :S.ON X t3UtMON' CODE COMPLMAUCE OFFICE ACCEPTANCE NO q7-12). O I XX XX Y+.+6cw of 4..f*I t a.b. Ow X OR X OR X I progressiveLIA 55 technology Item: Sheet: '7 of 10 FTL -1519 Cote Description: 08127/9 COMPARATIVE ANALYSIS FOR 76" HIGH CASEMENT Date: 9 4 7/ 4: 2 USING DSB ANNEALED GLASS. (NOT FOR IMPACT WINDOWS) kale: Rev. _ address: P. U. BOX � 529 Size: Dro.in g No.: 1'] N.T.S. I NOKOMIS, FL. 34274 E� ._3.� n 1 General DOTE: Numbers in () parentheses are quantity of anchors per side. Notes: Nceativc Design Loads based on Comparative Analysis (psi), and Glass Table 35 -E. Positive [Mien Loads bascd on Comparative Analysis (psi), and Water Test Pressure. um (IN 1rc ur: screws or a apcons. NOTE: 2 anchors 4" apart, 4" from each side of meeting rail arc required. (Total of 4 anchors at each \1ect. Rail) Max. spacing at head S sill at vent = 11.000 \lax. spacing at jambs = 16.000 IN umbers aD ore are for r` screws or 1I- 1 apcons. NOTE: 1 anchor 5.000" on each side of meeting rail are required. (Total of 2 anchors at each Meet. Rail). Max. spacing at head & sill at vent = 24.000 Max. spacing at jambs = 20.000 \umbers above are fur - :10 screNvs or 3/16" Tapcons. NOTE: Anchors 6" from each corner, \lax:, and as follows: Max. spacing at head & si11 at ent = 11.000 \umbers above arc for H12 screws or 1N" Tapcons. NOTE: Anchors 6" from each corner, \lax., and as follows: Max. spacing at head & sill at vent = 24.000 Max. spacing at jambs = 16.000 \Iax. spacing at jambs = 20.000 R Mo1eriol: Dro..n 6 Revised B Vender .- Anchors 6" from each corner, \ lax., and as follows: Anchors 6" from each corner, Max., and as follows: VINYL TECI :1• 5 silica lion: W.daLIU W .).od Ffi/ Ldaua Prod. Category: Ser ;es /ldodel: 700 PPROVEU AS COMPLYNC W TH TH OUTH FLORIDA BUILDING CODE ROL DIV :S.ON X t3UtMON' CODE COMPLMAUCE OFFICE ACCEPTANCE NO q7-12). O I XX XX Y+.+6cw of 4..f*I t a.b. Ow X OR X OR X I progressiveLIA 55 technology Item: Sheet: '7 of 10 FTL -1519 Cote Description: 08127/9 COMPARATIVE ANALYSIS FOR 76" HIGH CASEMENT Date: 9 4 7/ 4: 2 USING DSB ANNEALED GLASS. (NOT FOR IMPACT WINDOWS) kale: Rev. _ address: P. U. BOX � 529 Size: Dro.in g No.: 1'] N.T.S. I NOKOMIS, FL. 34274 E� ._3.� n 1 1\'indow Heights Window Widths Window Widths (2) 20.000 (2) 24.000 37.000 (6) 40.000 (6) 42.000 (6) 4S.000 (6) 50.000 (6) 53.125 (6) 54.000 ( 60A00 (6) 26.000 (2) - 105.19 + 104.00 - 90.00 + 90.00 - 3 L63 + 81.63 - 62.50 + 62.50 - 57.60 + 57.60 - 51.02 + 51.02 - 49.33 + 49.33 - 40.00 + 40.00 33.375 (2) - 105.19 + 104.00 - 90.00 + 90.00 - 31.63 + 31.63 - 62.50 + 62.50 - 57.60 + 57.60 - 51.02 + 51.02 - 49.3S _ 49.3S - 40.00 + 40.00 50.625 (3) - 65.59 + 6S39 - 67.05 + 67.05 - 66.10 + 66.10 - 62.50 + 6330 - 57.60 + 57.60 - 51.02 + 51.02 - 49.33 • + 49.3S - 40.00 + 40.00 63.000. (4) - 47.13 + 47.13 - 46.12 + 46.12 - 45.4S + 45.48 - 43.76 +43.76 - 43.24 + 43.24 - 42.4S + 43.43 - 42.3 4 42.2S - 40.00 + 40.00 64.000 (4) - 45.37 + 45.87 - 44.33 + 44.33 - 44.27 + 44.27 - 42.60 + 42.69 - 42.09 + 42.09 - 41.35 + 41.35 - 41.15 + 41.15 - 39.91 + 39.91 Window Heights Window Widths \Vin�_ctt• Witiths (2) 20.000 (2) 24.000 37.000 (4) 40.000 (4) 42.000 (4) 43.000 (4) 50.000 (4) 53.125 (4) 54.000 (4) 60.000 (4) 26.000 (2) - 103.19 + 104.00 - 90.00 + 90.00 - S1.63 + 81.63 - 62.50 + 62.50 - 57.60 + 57.60 - 51.02 + 51.02 - 49.3S +49.33 - 40.00 _ + 40.00 33.375 (2) - 105.19 + 104.00 - 90.00 + 90.00 - 31.63 + 31.63 - 62.50 + 63.50 - 57.60 + 57.60 - 51.02 + 51.02 - 49. + 49.3S - 40.00 +40.00 50.625 (2) - 63.59 + 6S.59 - 67.05 + 67.05 - 66.10 + 66.10 - 62.50 + 62.50 - 57.60 4- 57.60 - 51.02 + 51.02 - 49.35 + 49.3S - 40.00 + 40.00 63.000 (3) - 47.13 + 47.13 - 46.12 + 46.12 - 45.4S + 45.4S - 43.76 + 43.76 - 43.24 + 43.24 - 42.4S + 42.1S _ - 42.2S +42_23 - 40.00 + 40.00 64.000 (3) - 45.37 + 45.37 - 44.53 + 44.83 - 44.27 + 44.27 - 42.60 +42.60 - 42.09 + 42.09 - 41.35 + 41.35 - 41.15 + 41.15 - 39.91 + 39.91 \\'i -.do�� Heights Window Widths 19.125 (2) 20.000 (2) 24.000 (2) 26300 (2) 30.000 (2) 26.000 (2) - 93.42 + 93.42 - 90.00 + 90.00 -- 62.50_ ___+-62.10- - - = - 5 - 1.18 + al - 2S - 40.72 + 40.72 33.375 (2.)_ ___ 95,12 + 98 - 42 - --- - -- 90.00 + 90.00 - 62.50 + 62.50 - 51.26 + 51.26 - 40.00 + 40.00 50.625 (2) - 74.S7 + 74.37 - 72.37 + 72.37 - 62.50 + 62.50 - 51.26 + 51.26 - 40.00 + 40.00 63.000 (3) - 57.53 + 53.17 - 55.47 + 5L26 - 45.04 + 44.39 - 44.60 + 41.22 - 40.00 + 37.74 64.000 (3) - 56.45 + 51.3S - 54.44 _ 49.53 - 47.12 + 42.86 - 43.72 + 39.77 - 40.00 + 36.39 Window Heights \\ Window - Widths 19.125 (2) 20.000 (2) 24.000 (3) 26.500 (3) 30.000 (3) - 26.000 (2) - 9S.42 +93.42 - 90.00 + 90.00 - 62.50 + 62.50 - 51.2S + 51.23 - 40.72 + 40.72 .`33.375 (2) - 9S.42 + 9S.42 - 90.00 + 90.00 - 62.50 + 62.50 - 51.26 + 51.26 - 40.00 + 40.00 50.625 (3) - 74.57 + 74.37 - 72.37 + 72.37 - 62.50 + 62.50 - 51.26 + 51.26 - 40.00 + 40.00 63.000 (4) - 57.53 + 53.17 - 55.47 + 51.26 - 43.04 +44.39 - 44.60 + 41.22 - 40.00 + 37.74 64.000 (4) - 56.4S + 51.33 - 54.44 + 49.53 - 47.12 + 42.S6 - 43.72 + 39.77 - 40.00 + 36.39 Ccncrnl NOTE: Numbers in (1 parentheses me quantity of anchors per side. Notes: Negative Design Loads based on Comparative Analysis (psf), and Glass 'fable 35.E. Positive Design Loads based on Comparative Analysis (psi), and Water Tcst Pressure. \ um b er s above arc AP 1 G 1 r• n sc rews o r ii apcons. NOTE:2 anchors 4" apart, 4" front each side of meeting rail arc required. (Total of 4 anchors at each Meet. Rail) Anchors 6" from each corner, \lax., and as follows: Max. spacing at head & sill at vent = 16.000 Max. spacing at jambs= 16.000 \umbers abot•e are forrtl2 scre vs or 1 /-7" 1 apcons. - NOTE: 1 anchor 4.750" on each side of meeting rail are required. (Total of 2 anchors at each Meet. Rail). Max. spacing at head & sill at vent = 22.000 Max. spacing at jambs = \ umbcis above arc for °I0 screws or 3116" Tapcons. NOTE: 2 anchors 4" apart, 4" from each side of meeting rail are required. (Total of 4 anchors at each Meet. Rail) NOTE: Anchors 6" from each corner, \lax., and as follows: :■1ax. spacing at head & sill at vent = 16.000 \lax. spacing at jambs = \umbers above are for R12 screws or 1 ?!•" Tapcons. NOTE: 1 anchor- 4.750" on each side of meeting rail arc required. (Total of 2 anchors at each Meet. Rail). NOTE: Anchors 6" from each corner, i\tax., and as follows: Max. spacing at head & sill at vent = 22.000 24.000 16.000 Max. spacing at jambs = 24.000 Anchors 6" from each corner, Max., and as follows: Recisions: 1Jo1 'viol: Vendor No.: Oc: 08/27/97 sco,e fv. T.S Closs,f cobon: APPROVED AS COMPLYING_WITH -THE -- -- SOUTH FLORIDA BUILDING CODE DATr t L I - 9 Rg BY !/ j. , HON T C TROL DIVISION BUILD! , CODE COMPLIANCE OFFICE ACCEPTANCE NO c`7" 621a (' l 147.- (actin d O.atlr %M/ (desea Address: P.O. BOX 15 29 NOKOMIS, FL. 34274 r Size: 10row:n9 No.: R XX X OR X X X / OR X ' ss fechnology 4r44gN,r of k.r4r1 J Ombw O.m eMla.r (Prod. Cotegory: Series/Model: Item: Sheet: C 700 FTL -1535 8 or 1 0 Description: COMPARATIVE ANALYSIS FOR 64" HIGH CASEMENT USING 3/16" ANNEALED GLASS. (NOT FOR IMPACT WINDOWS) !R jl 7n Window I•lcights \Vindol• Widths • 60.000 (6) 72.000 (7) 74.000 (7) 34.000 (7) 96.000 / ( -) 106.375 (7) 108.000 (7) 111.t;00 (S) 120.000 (8) 26.000 (2) - 130.00 + I04.00 - 111.11 + 104.00 - 105.19 + 104.00 - 81.63 + 81.63 - 62.50 + 62.50 - 50.90 + 50.90 - 49.33 + 49.3S - 46.75 + 46.75 - 40.00 + 40.00 33.375 (2) - 120.5S + 104.00 - 102.00 + 102.00 - 99.00 + 99.00 - 51.63 + 81.63 - 62.50 + 62.50 - 50.90 + 50.90 - 49.3S + 49.33 - 46.75 + 46.75 - 40.00 + 40.00 50.625 (2) - 31.84 + S1.8 -1 - 72.93 + 72.93 - 71.00 + 71.00 - 61.00 + 61.00 - 54.00 + 54.00 - 43.00 + 43.00 - 47.00 + 47.00 - 45.00 + 45.00 - 40.00 + 40.00 63.000 (3) - 61.7S + 61.75 - 54.17 + 54.17 - 53.16 + 53.16 - 48.00 + 43.00 - 40.00 + 40.00 - 33.00 + 33.00 - 37.00 + 37.00 - 36.00 + 36.00 -34.00 + 34.00 64.000 (3) - 60.5S + 60.53 - 53.06 11 + 53.06 - 52.07 + 52.07 - 47.93 + 47.93 - 40.00 + 40.00 - 37.00 + 37.00 - 37.00 + 37.00 - 36.00 + 36.00 - 33.00 + 33.00 Window Heights \VindoN • Widths 60.000 (10) 72.000 (10) 74.000 (10) S4.000 (11) 96.000 {11) 106.375 (12) 103.000 (12) 111.000 (12) 120.000 (13) 26.000 (2) - 130.00 + 104.00 - 111.11 + 104.00 - 105.19 + 104.00 - 81.63 + 81.63 - 62.50 + 62.50 - 50.90 + 50.90 - 49.33 + 49.33 - 46.75 + 46.75 - 40.00 + 40.00 3S.375 (2) - 120.5S + 104.00 - 102.00 + 102.00 - 99.00 + 99.00 - 81.63 + 81.63 - 62.50 + 62.50 50.90 + 50.90 - 49.33 + 49.33 - 46.75 + 46.75 - 40.00 + 40.00 50.625 (3) - 81.S4 + 81.31 - 72.94 + i2.9S - 71.00 + 71.00 - 61.00 + GI.00 - 54.fr0 + 54.00 - 43.00 + 45.00 - 4 i.00 + 47.00 - 45.00 + 45.00 - 40.00 + 40.00 63.000 (4) - 61.7S + 61.73 - 54.I 7 + 54.17 - 53.16 + 53.16 - 15.00 + 43.00 - 40.00 + 40.00 33.00 - 37.00 + 37.00 - 36.00 + 36.00 - 34.00 + 34.00 64.000 (4) - 60.5S + 60.58 - 53.06 + 53.06 - 52.07 + 52.07 - 4 i.93 + 47.93 - 40.00 + 43.00 - 37.00 + 3 i.00 - 3 i.00 + 37.00 - 36.00 + 36.00 - 33.00 + 33.00 Notes: ... umbers in () parentheses nre quantity of nnchors per side. Negative Design Loads based on Comparative Analysis (psf), and Glass Table 3S -E. Positive Design Loads based on Comparative Analysis (psf), and Water Tcst Pressure. umbers above i re for R 10 scrc�rs or 3. Ta pc ons. NOTE: 2 anchors 4" apart, 4" from each side of meeting rail are required. (Total of 4 anchors at each Meet. Rail) anchors 6" from each corner, \lax., and as follows: Max. spacing at head & sill at vent = 16.000 tAlax. spacing at head & sill at center fixed = 11.000 Max. spacing at jambs = 16.000 \umbers above 'ire fori12 screws or 1/4 Tapcons. ,NOTE: 1 anchor 4.750" on each side of meeting rail are required. (rota: oft anchors at each Meet. Rail). Max. spacing at head & sill at vent = 22.000 Max. spacing at head & sill at center fixed = 23.000 Max. spacing at jambs = 24.000 Anchors 6" from each corner, Max., and as follow 1'. e s ion $ : Afo :eriol: fO w.7 Revised By Vendor 1 F.: Oc k: 08 2497 Dot e1 97 Scale: ]` N.T.S. Classification: Prod. Category: r--r-1 :-- 1" - r APPROVED AS COMPLYING WITH Tt:: SOUTH FLORIDA BUILDING CODE DAT : " I L 1 - 9 Q8 BY �II i PROD ,.T ! ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO C O "4 21 ?, b .1 1 ururacu.t W a.o1r, N., [boar■ Series /Model: 700 XOX XOX progressive 5 technology Yor4.c.. ✓ SL .a>e t Ilan.. Oen 11.4. Item: FTL - 1535 oescr;pt;on: COMPARATIVE ANALYSIS FOR 64" HIGH CASEMENT USING 3/16" ANNEALED GLASS. (NOT FOR IMPACT WINDOWS) Address: P. O. BOX 1 529 Sire: Dronin No.: NOKOMIS, FL. 34274 B 330 Sheet: 9 10 a /10 PANHEAD - ~ .250 MAX. TYP. HEAD, SILL JAMB /12 PANHEAD 1.250 MIN. 1.250 MIN. •e 4 • c 4 3/16" TAPCON • e - .250 MAX.. TYP. HEAD, SILL JAMB 2 x WOOD BUCK 2 x WOOD BUCK NO C'SINK REQ 1/4 " TAPCQN NO C'SINK RFQ. Q. 1.250 y 1.250 MIN. . f . d 4 250 -.- 1 x WOOD MAX. BUCK NOTE: REFERENCE TEST REPORTS & COMPARATIVE ANALYSIS SHEETS FOR ANCHOR SPACING & STARTING POINTS. TYP. HEAD, SILL JAMB 4 d • d 4 250 �_ � 1 x WOOD ° MAX BUCK TYP. HEAD, SILL JAMB Revisions: Atoteriot: Drown By: Revised 8 Vendor :o.: Oole 02/1 7/97 Score: .5X Classification: Description: 114 W 04.41 W.J Geesvn Prod. Category: APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT j •' '1 /... 1 9g. p BY ��, L PRODU T + ROL DIV!SiON BUILDING CODE � COMPLIANCE OFFICE ACCEPTANCE NO - 1 1 - OR j2• b' 1 Srries /l.lodel: 700 TYP. CASEMENT ANCHORAGE Address: P.O. BOX 1529 NOKOMIS, FL. 34274 progressive a A ssfechnoloc; y 140.44$44 N $1+wJ d 0.I.. Gm ►4..a.. Item: ANCH. Size: t_ J � Orowing No.: 330 Sheet: 10 o • G MIAMI -DADE ih ' Approved: 02 /05/1999 Security Windows & Doors 5100 NW 72 Ave. Miami Expires:01 /02/2002 PRODUCT CONTROL NOTICE OF ACCEPTANCE FL 33166 Your application for Product Approval of: Al Tube Mullions (non - reinforced) under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the, conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.: 99-0104.02 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Internet mail address: postrnaster@buildingcodeonlinc.com CONDITIONS MIAMI - DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Raul Rodriguez Chief Product Control Division rancisco . Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office Homepage: bttp : / /www.buildingcodeonline.com PRODUCT RENEWED ACCEPTANCE No :Soirramilo-L .200 r��TION DATE L 1 y OONTROI' DNI #1 CE F a ti D E COMPLIA,N1 B 1 RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES: 1. ALI GLAZING PRODUCTS USED WRN THESE 1.tUL1JONS MUST MEET THE APPLICABLE DADE COUNTY REQUIREMENTS I.E. WIND LOAD. AIR do WATER INFILTRATION. FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. 2 ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (SIUCCA, TILE ETC.) 3. ANY CONDITIONS NOT COVERED IN THIS SUBMITTAL SUBJECT TO SEPARATE ENGINEERING REVIEW. 4,. ALL MULLIONS TO BE ALLOY 6063 —T5. APPROVED AS COMPLYING WMI THE SOUTH FLORIDA BUILDING CODE DA BT PROD! ONTCOL DIV!SiO BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE H0 3 ' 2I ENGWIDDt M)WYOUN FAR000 PE f ta557 - iti■ -- 1■1 -z 6 4 O U z � r t • m U) @ 17 MILLION LOAD CHART 1 1 x2 - x1/B - ALUM. TUBE KO CT(O iL2 R 20 30 40 50 60 70 80 TRIBUTARY WIDTH - INCHES - HORIZONTAL MULLION HULLIUN SPAN TRIBUTARY WIDTH = 1Y1 + 112. 2 V2 TYPICAL MULLION ARR. NGEMENTS 1 LOAD CHART womunlim 1 - x3 - ALUM. TUBE NO STEEL SC1X3R 30 40 50 60 70 80 TRIBUTARY WIDTH - INCHES ANCHORS TYPE A.S. OR C r VERTICAL MULLJON GLAZING PRODUCT GAZING PRODUCT V2_4 W1 + W2 TRIBUTARY WIDTH = muLLION LOAD CH 111111111111111111111111113--4- Au- n.BE ■■'1MOIN NO STEEL S ■nnimu ■■. ■ ►was lonammonwimmenur E�//l�11111 a " ���r♦ 11�►��1II©■ MIME 1 ■ //11\I ■�� / /// ►�l11 /11�RISI 1 0111■■ LIIEIIIIIIIIIIIIIIIIEIIIIIIMIIII . • '01.01 /!► \/i1 gka. M7 // 111111•111111111111111111 0101,■ 1!1111. \1011► 'MIME \\ /` ■ V ■ ►. ■/// 1111111111111111111■11111111EU ►1///111/i► MEM 7156‘11111111 . / \// • @ 20 30 40 50 60 70 80 TRIBUTARY WIDTH -. INCHES ANCHOR LOAD CHART i ANCHORS TYPE A ACCT-a• 111111 moramarosm \� ►�/iii7ii� ",11.1M ,IIIINSUI m r) Z8 - "I C. 20 30 40 50 60 70 80 TRIBUTARY WIDTH - It.0ES APPROVED AS COI.TLYING 1YiTH THE SOUTH FLORIDA 3U!LDING CODE DAT BY PRODUC GNIROL D;V'SiON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO a, I . I @ 0 0 0 z 0 U H )` Tn o @ .° @ O @ N t1.LLION'LOAD CHART 2 x4 - x1 /8 ALU?. MiC ,5 Lajnimarisil ' 8 .,"��■ ►,01,01■ ►,0111 LL 1111. „■„■'.■,■■,■■ • m ° m / EHMII ►t //fir•/! H rs „■.■■'■, ■■1E1 `6 Immumunimm ■.■,..■■.,.■■ „111111-,..■■.■. 1111111111111►1•111/111►1•■ 28 30 40 50 60 70 80 TRIBUTARY WIDTH - INCTES ANCHOR LOAD CHART 11111 //t1am/1 ANCFORS TYRE 111//11115 \ / / ■L". —..... 11111MILIMII1111111111 \ll\I. - II31 1111/ \\ /1111111 111110∎1111 ■1//M/1111111 W ►' -MINNI lei. BRIE VE mnommutzugarm ■.,`SI SINKIIIMU" ■11111iMaMr•IIMe 1•...",IM`■LM/NE ■-.a- 111MME'.Ls 20 30 40 TRIBUTARY WIOTf eatT R]ENEWE I8UTARY YIDTH - 50 60 70 80 20 30 40 50 60 NCH 'ACCEPTANCE No .4 : EX IRATIONDATE L ZOO 3y �;. PRO BUILDLN m m a > I�t • l!����iSll CT CONTROL DIVISI E C i OMPLI7 -NCE'O ■S'�� \/�1 ►0� ► 111/■ ■ ■111l11/�11��111=■ onnummascrounlwa 01 1/1 ►1►�►1�i11► ■�. a /�-„1, ►„M IN'II • P 0101/■,'�01 . , ■M'1 m ■ /fit ■111ME o m ■����� /► ► ►�\� ■ ■■ ■ ■����1ERM IIII!IIIIIiI 1 ANQQRS TTPC f t1ULLION LOAD CHART 2 x6 - x1 /8 Alun � TUBE 1, " 1101/ \ \� \1 / / ►rll�/ 111111111111111111111111111111 111111111111111111111111111111 P O ■-►,.■■.■.■.■► m 11 ►,■„r�■'.■■ 11t\111■1/i ■1111111l ■11111 111111:11M11011111111111116 © ■„■■.0111■1111.'■■ ■■■■■■,US01,./` /111111,/,/,111111`1/ :■■■.■`�I,.:' ■CCT -C a 0 z 0 J 1 20 30 ' 40 58 60 78 80 TRIBUTARY WIDTH - INCHES ANCHOR LOAD CHART 70 80 INCHES CN+ HUMAYOUN FAROOQ PE / 16557 N 0 419% drawing no. M95 -08A • 2.000 1@( 2X2X1/6" ALUM ANGLE f 14 S.M.S. 2/ ANGLE MUWON MUWON 2 X 2 X 1/3" ALUM ANGLE 2 -5/8" LONG 1.500 �I LON ANCHORS TYPE 'A' d. a: - f 14 S.M.S. 1 -1/4" MIN. EMBED INTO WOOD 1/ ANGLE 2 X 2 X 1/8" AUM ANGLE f 14 S.M.S. 2/ ANGLE MULLION N' CHORS TYPE , B. .4 • . a• 4 .. 2 X 2 X 1/8" ALUM ANGLE 2 -5/8" LDNG f 14 S.M.S_ 1 -1/2" MIN. EMBED INTO WOOD 2/ ANGLE 1.625 3.000 MU I N CLIP .718 -1 .125 TYP (ALT. TO ANGLES) THIS CUP TO FLOAT INSIDE MUWON (NO SIDE rASTENERS REQD) MUWON 3.000 �r ANCHORS TYPE `C' 2 X 2 X 1 /8' C ALUM ANGLE f 14 S.M.S. 3/ ANGLE MULLION - r -L 2 X 2 X 1/8" ALUM ANGLE - 3 -5/8" LDNG 1.500 LON : 2 4.. 4 - a CONCRETE OR CONC. FILLED BLOCKS NOTCH WOOD BUCK TO ACCOMODATE CUP ANGLES TO MASONRY PRODUCT RENEWED ACCEPTANCE No. 4= O t O mot-. o "L EX{PTBATION DA BY B P 1/4" 0 TAPCON 1 -1/4" MIN. EMBED 2/ ANGLE 3.000 HW APPROVED AS COMPLYING WITH THE SOUTH E1ORIDA.BUWLDING CODE OAT S ih't 19 Wingiorm BY ♦ ....!J — PRODUCT 08TROL DIV!S:ON I BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.9 -5 1 z13 .O I DUCT CONTROL DIVIS DE COMPLIANC WOOD BUCKS NOT BY SECURITY ALUM MUST SUSTAIN LOADS IMPOSED, GWEt3Z HUMAYOUH FAROOQ PE f 16557 40 ( U Z zP ( N O c 0 u b .n c 0 o n CO 0 z O a Z z to 01 � �vM O Q O7 (DZ. n Q Win - In ( drawing no. M95 -08A ITEM 68342 61168 3 7834 5 62899C 6 61308K 7 6SM55W 8 9 7PWSW 8 x .3/4 Pn. Ph. SUS EXTRUDED ED- GLAZING' BEAD ?0 x 2 instc;Iation screws SILICON BACK BEDDING Alum Cx ST1K- -11 PRODUCTS. 13Ob— 1 SCHNEt /MOREHEAD SM, 5504 -L OF FASTEC INDUSTRIES MIAMI -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE PGT Industries 1070 Technology Drive Nokomis FL 34274 MIAMI - DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE. METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 M:AM!. FLORIDA 33130-1563 (305) 375.2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (3051.375.2527 FAX (3051375. CONTRACTOR ENFORCEMENT SECTION (305) 375-2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 - 6339 Your application for Product Approval of: Series 6000 Aluminum Fired Window under Chapter 8 of the Code of Miami - Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime front a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building, Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 1110.04 Expires:12 /02/2002 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved:01 /07/2000 rancisco Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office Internet mail address: postmaster (llyhuildingeodeonline.cont Uomepage: http :llwww.huildinpcodeonline.cont 1 2 Revis.ons: Materiek Revsci 8y: Grown By t?. Data. Ckkd By: [ Cats: DESCRIPTION FRAME HEAD,SILL & JAMB 6x7/8FI. Ph. SMS NON - IMPACT WINDOWS 1.) WINDOW SIZE: 36" x 74" 2.) GLAZING: 3/16" ANNEALED 3.) CONFIGURATIONS: 0 4.) SH(;TTER REQUIREMENT: 5 /ILTTCR S ARE REQUIRED AT ALL ?/'STALLA1IONS 5.) ANC'-/ORS MAX. 5" FROM EACH CORNER i i 1EAD, S; LL MAX. SPACING AT HEAD cjc SILL: 12" MAX. SPACING AT JAM& 12.500" Dote: 0 5/99 Mamas )n'e s s NoInt r^-!tr... Oecimel .1» 2 Decimal .000 t Angubr t 1' Series /A.ocel: F -6000 Oescription: J F -600 Picture PCT NO: VENDOR NO: VENDOR .AI urn ax & JAMBS) APPROVED AS COMFI.Y1NG wr,;l ri4r SOUDI FLORIDA 311IE01tIG GORE BY rl(DD(JQI CO■a,.tx 1)06S.01 r'1 8U1l01NG COVE COMP;(AICf OFFICE ACCLPIANCE ND. 91— / 1 7 a . 49 7 1070 Thchnningy Or, Nokomis, Ft. ) 342 / 5 Window — Elevation ;cafe: Sheet: Drawing No. INDUSTRIES 548 Rev' 1 JJ 1 7 A nnn . ■J VERTICAL .500 2000 d I t f Reinsions: Atoter:et Nevi? 6)e: Doter Otcnir By 0.E?: ' g Chid 657 FRAME CORNER.5:- 36.000' HORIZONTAL .500 .7 rJ Oete 10/ 5/99 Taieienres Iteieve tint1.1; I legukr I I' Deorn ..000°C.It.: N I ti nr - .342. 75 • A.! 4 sone smock:: F— 6000 Doscriptioi-: • F-76000 Picture 147ridow - ors POI NO: vrNDOP NO: Scale: Sheet: Drawing ;4'1 2 : pf 4\ 54 8 App tiovo , wrn1 no satmi Ttooiaa 8 C:DE1 10041141--4/1 / C 7 c- :C111 2� — "DUSTRIES 1 Window t._htt , .. Win dc w . Wiz!! es : 18.000 '2 • 24.000 211 30.000 ea 32;000 2 ' J6.0.9.0' 2 [26.000 (Yr 38:375 J 4,) • , 130'. . 130. . 130 .125 69:04 730. 725 704z . 97. f3 5 50 625 .(31 125 99 77 .72 , 63 63000 (4). 109' 78 61. , 57.. , 51 74: (4): 92 66 52 49' 42 Window Het hts Window . Widths; 18.000 !..2 ‘24.000 (2)' 93.15' ...83.46..8'1.04 30.000 , (2) 32.000 (2) r 3.000 (2) ', 77.00. 26.000. . 100.05f 33_3.75 94.E7 „ 78.73 69:04 .66.62 . 67.53 50, 25 (' ) 87.54 "'',.:71:40: .6.7.71, 59.29. 55.25: , 87.54 83.03 66:69 57.20. 54.78 5174" 74)000 (4) . 80.29 64.15 _ .52.0G 49.00 12.00 . Window HeightS . . Window Widths( . . . . . , mow .0 24.003 (2) . 3Q.000'2,) 37000 (2) 36 000' L2) 26.000 y 100.00. _9316'. 83.46 81.04 77.00' 38.375. 4 . 94.87 . , 78:73'. 69.04 66.62 . 62:38 50.625 , 87.54 „ 71.4:0f _61.71 59.29 5525 63000 4 • , A9' 5.20. 54. 50:74 74:000 4 80.29 64:16' 52.00. 49.00 4'200 Window ii0iqifts . . , . , Window .Wid(hs, 25.500 2 36:000 19..125 (2) .2650.0' (2) 36000 2) 53.,125 (3.) 2.000 ( 2 ) . . 105:49 .8e.58. 77.00. 12 . .N/A . 38.375 (4) 91,;.08'. . .74.16, . 12 .02.58 . 14 ' ',6___, t .N/A : 50.625 .3) , 83.M! 66.133 55.25 1 N/A 63.060 (49. . 7923' 62.32 50.74. _ .42.00 .. . I . NZA 85 . . 74.000. 4) 76.49 .59.00 , Winddv Heiallts' . , . Window Widths . . . 19..125 2' 25.500 2 36:000 53.123 3 8 . d . 8 . . .10.. 26.OdO 2, 38.375' 4 , . 10 „ 10 10 . 12 . 50.625 ) 10 - to 12 10 . 12. . 12 12 . 14 c _ 74.000. 12 „ 12 12 . .14. Wintidw Window Widths heights , • .12 2 2 - 500 ' 3600 0,11§YeAff) 26.000 2' :-100:00 .88.58 /zoo ; N/A 38.375 4 91108! .74.16 62.58 . .; N/A . 50.625: 3 83.75' .66.83 55.25. NA 63.00u- 4 . 792Y. 62.32 c _ . N 74.000: 43 76.49' .59.00 . 42.00 . 1 N/A Window' Heights, . . • , . , Window. Width§ . : . 18.000 24.000 (2) 30.000 (2). 32.000 (2) 36 (2)' 26.000, (2 , 109.29 „ 93.15 . , 83:46: , .81.04. 77.00 . .38:375: (4 ) 94.87 28.73 . 7 71.40 , . 69:04. , .66.62 , 52.53 _ 50.825 13 , 8.54 - .61,71. .59.29 55.25 , 63.000_ .4 , 83.03 . 66.89. .57.20' ,54„78 , 50.74 74X0?"..' . 4) 80.29 - . 64.15 - . 5200' 49.00 42.00 Win do I le;ghts: Winsidw Wicilhs . 9..125 26.500 eAll 36!000 efilEMIRD 26.000 /21 , , , :3?: . , ..„a . , 1 1/1 . , _. _ , 727'. 125 . 85 . , . 86 56 . 38.375: 50.625 43. .3 j . 125 .. . 89 63 • , 41 i 63.000 4) 161 , 7d .5: 34 I 74.000. 49 . 1 85 . . 59 42 ' 29 Nate: Nuinberl paren _th'ese ort_ .etiantiCy .anahars. oefr si81, Negotive Design: Loodi based on Comparative Analyst's (Psi.) Negative )esign: Ldads' based on ClasS T�bIe () Posit:ye Design Loads based Cornpbrotive Analysis: (psi') PoSit:ye' Design Locids bdsed Vticiter Pressure. • Number' or Amliari per Window Sze Mcr at' 6' /rani each' coiner ee Max 24' thereiifter. Oast %We 35 Maxirrium Op. • - - NOTES: 1.) REFERENCE: TEST FTL.-1:30 2.) REFERENCE. 1\1:&.A'. DESIGN: +.70 PSF -1 P s NEW 1 • .' i 1...; • • .1 •,41. • - N Mcgcifive Design toads bn.sed �n' Corripardtitie• Anolysie (pSt.). Negative Design Loads based one G.fas's () PCsitive Design' Ldads: bdsed od Compoidtivti Anctlys:s (Pit.) Pbsitive Design' ',dads' based on Water Pressurel Nomber of Ahahvr's per Window' Size Anchors at 6 fiom each corner dc lokne. 24' thereafter: Gtoss ruble 35-E AdOximuni t"visionr Boise! By Dote: rown Br • D.B. \ -• ..lkirti.2 _ tkAr: t .7/64 1076 itc: h n0.'0 Cr.- Nokomis, FL Decinri .000 ren,at r r • Sdrios/Modet: .F 34275 Dessr;p1;on: Chid. F-H6000 Comp2r6tive. POT • NO: ANCO.;; NC: •••■••••-, I;COre: ‘ Shilt: I Orowing Mo. •. 0/ 5/99 • . 30r4 548 APPROVED AA Comhylid vfini nir Sarni FIORICA' BilibtN;' COE DATE ft) az thi41.0.7i CCU COMPt kiCE CifFiCt t 4. Fli.1)&ir C.... ,.., 1);.,.. 1;,1 C-.. ) ka(PEUICE Ki. 49t-: 7744.. 07 - INDUSTRIES Rey! 1.250 TYP. HEAD, SILL JAMB 1 ( / r/ [Rayissont: Noteriol: Revtd BY: Oicnvn'Ely; D.B. Chia! Oie rote: Ozie: • 1 CV 1 9 • e TYP: IIEAD; SILL l4'a8 Ants LinPess:262:4; FroctiCor t I/64 \ 1070 Tech-70*w ' Or. Decto Fl; cv .00: .r Noko:rri ue..oho Are .* Arquidr: x 1 3475"- F-160 . i • CeescriiWon: 2x WOOD SOCK APPR6ED AS' C6APINING VTTH SOWN itC•fii 8UltbihG COE P-f•ei-C-C42,14V,_?.., 2. a 0 d Ps41 C"1S .1 L: ow Link. COMFtIAN 01 ACCEPT/WE NO fq INDUSTRIES r Pir;ture 144ridbw. 7 • richor.(4e krill,: Shrefl Oiag No : . 4 all- --17 548: P CT Na vT.NOOR Na Revisions: Tolcroncrs Unl -<s Nalyd' fraction f 1/64 Decimal .00: t Decimal .000 t Mgulor. 3 1' Series /Mode: Hs -201 INDUSTRIES ITEM' DESCRIPTION Material: Oescriplion: Ho r. Roller — Elevation /B. O. M. Reuse By: D.B. vale: 6/7/99 Chkd By: vale: PGT NO: VENDOR NO: Scale: Sheet: 1 ° 4 Oro.vinq No. 260 Rev: A Drown By: D.B. Dote: 3/ 17/99 MIAMI - DADE MIN PRODUCT CONTROL NOTICE OF ACCEPTANCE PGT Industries 1070 Technology Drive Nokomis Your application for Product Approval of: Series HS201 Aluminum Horizontal Rolling Window (3/16" Annealed) under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami-Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 0324.01 Expires:06 /27/2002 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 07 /01/1999 FL 34274 1 of 3 MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 \VEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2905 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -290S PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Raul Rodriguez Chief Product Control Division h..itrtinornrlennline -cam Homepage: http :liWWw.huiidinCcodcouline.com rancisco Quintana, R.A. Director Miami -Dade County Building Code Compliance Office NON - IMPACT WINDOWS 1.) GLAZING: 3/16" ANNEALED 2.) CONFIGURATIONS: XO, OX, XOX 3.) DESIGN PRESSURE RATING: SEE CORRESPONDING TABLES ON SHEET 2 OF 4 4.) ANCHORS: MAX. 6" FROM EACH CORNER (HEAD & SILL) MAX. 5 3/4" FROM EACH CORNER (JAMBS) 2 ANCHORS 4" APART ;' 4" FROM EACH MEETING RAIL MAX. SPACING AT HE AO & SILL: 16.000 MAX. SPACING AT JAMBS: 17.000 5.) SHUTTERS REQUIRED TO MEET IMPACT. 6) REFERENCE TEST REPORT: FTL— 1313 SEAM SEALER LOCATED AT FRAME CORNERS AND EACH FIXED MEETING RAIL. APPROVED AS COMPLYING WITH THE SOUTH JJ.ORMA BUILDING CODE OAT - BY _ /M/ PRODUC ciViS OU BUILDING CODE COMPLIANCE OFFICE ACCEPTAIWE NO 50 -03 Z'}. a 1 Ih 22 1 1 ITEM' DESCRIPTION V.T. / QTY. /LOCATION VENDOR VENDOR if 1 FLANGE FRAME HEAD Alum. 6063 -15 • 61289 1 ALUMAX AF- 11289 2 3 SASH STOP (Alum. 6063 —T5 66387 2 ALUMAX AF -6387 FIANCE FRAME SILL Alum. 6063 —T5 61085 1 ALUMAX AF— 1 1085 4 WEEP HOLE COVER 42111 61288 4 2 1/2" de 27 1/2" from ends) 1 VINYL— TECH /P.G.T. ALUMAX Al 11288 5 SILL ADAPTER 6 7 FLANGE FRAME JAMB Alum. 6063 —TS 61088 2 (XO /OX Config. Onl y) ALUMAX AF- 11088 FLANGE FRAME JAMB Alum. 6063—F5 61087 2 ALUMAX I AF— 11087 8 9 WEATHERSTRIP, BULB VINYL 66601 61089 67919G 2 (1 per Jamb) 1 •• 6 (1 /sash tp /bt roils cfc mtg. roils] TEAM PLASTICS ALUMAX SCHLEGEL CORP. FP-123 AF 1 /089 FS7919— 187 FIXED MEETING RAIL Alum. 6063 -75) 10 WEATHERSTRIP — PILE FINSEAL 1 1 SASH TOP BOT. RAIL Alum. 6063 —T5 61092 2 ALUMAX - AF— 1 1092 12 SASH TOP GUIDE 42105 4 @ interior of ea. sash bot roil 4 2 per Sosh Top /Bot Roils 2 1 P er ea. end of ve to rail 4 2 Roller Housing 4 1 (0 sash side roil) 1 1 (15 1/2" from ends —vent mtg. r& ./)NIATURE 2 (if height is >= 42 ) 2 (Sweep Latch screws) 4 (when using 2 Sweep Latches) 22 (Frame /Vent ossy. screws) 3 VINYL —TECH P.C.T. VINYL — TECH /P.G.T. VINYL—TECH P.G.T. VINYL —TECH P.G.T. ALUMAX TEAM PLASTICS ALUMAX DIE CASTING MERCHANTS FASTENER MERCHANTS FASTENER H.P.G. AF-11090 TP -324 AF— 11091 PGT.214.XX 13 END CAP 42114 42112N 14 ROLLER HOUSING 15 BRASS WHEELS 7BRWHL2 61090 64664 61091 71096 7858A 781PQA 16 SASH SIDE RAIL (Alum. 6063 -15) WEATHERSTRIP, BULB VINYL SASH MEETING RAIL (Alum. 6063 -75) _17 18 19 SWEEP LATCH 20 //8 x .500 PHIL. Fl SMS 21 ,/'8 x 1.000 PHIL. 'P.N. SMS 3/16" ANNEALED 23 GLAZING BEAD (Roll Form) SILICON 65030 62899 8 FLORIDA SCREEN DOW CORNING 05 -030 899 24 25 h:`AVY DUTY FIXED MEETING RAIL 61593 2 ALUMAX AF-11593 26 SEAM SEALER 6SM551V SCHNEE— MOREHEAD SM5504 27 WINDLOAO CLIP 61093 ALUMAX /,F-11093 MIAMI - DADE MIN PRODUCT CONTROL NOTICE OF ACCEPTANCE PGT Industries 1070 Technology Drive Nokomis Your application for Product Approval of: Series HS201 Aluminum Horizontal Rolling Window (3/16" Annealed) under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami-Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 0324.01 Expires:06 /27/2002 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 07 /01/1999 FL 34274 1 of 3 MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 \VEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2905 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -290S PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Raul Rodriguez Chief Product Control Division h..itrtinornrlennline -cam Homepage: http :liWWw.huiidinCcodcouline.com rancisco Quintana, R.A. Director Miami -Dade County Building Code Compliance Office NON - IMPACT WINDOWS 1.) GLAZING: 3/16" ANNEALED 2.) CONFIGURATIONS: XO, OX, XOX 3.) DESIGN PRESSURE RATING: SEE CORRESPONDING TABLES ON SHEET 2 OF 4 4.) ANCHORS: MAX. 6" FROM EACH CORNER (HEAD & SILL) MAX. 5 3/4" FROM EACH CORNER (JAMBS) 2 ANCHORS 4" APART ;' 4" FROM EACH MEETING RAIL MAX. SPACING AT HE AO & SILL: 16.000 MAX. SPACING AT JAMBS: 17.000 5.) SHUTTERS REQUIRED TO MEET IMPACT. 6) REFERENCE TEST REPORT: FTL— 1313 SEAM SEALER LOCATED AT FRAME CORNERS AND EACH FIXED MEETING RAIL. APPROVED AS COMPLYING WITH THE SOUTH JJ.ORMA BUILDING CODE OAT - BY _ /M/ PRODUC ciViS OU BUILDING CODE COMPLIANCE OFFICE ACCEPTAIWE NO 50 -03 Z'}. a 1 Window Heights Window Widhs 53. 125 74.000 106.375 1 1 1.00 26.000 120.00 120.00 120.00 120.00 38.375 120.00 120.00 102.09 92.54 50.625 75.30 66.49 59.85 59. 63.000 55.22 46.13 40.93 40.47 Window Heights Window Widhs 53.125 74.000 106.375 111.00 26.000 55.33 55.33 55.33 55.33 38.375 55.33 55.33 55.33 55.33 50.625 55.33 55.33 55.33 55.33 63.000 55.22 46.13 40.93 _ 40.47 Window Heights Window Widhs 26.500 37.000 53.125 74.000 26.000 120.00 120.00 120.00 120.00 38.375 120.00 120.00 102.09 92.54 50.625 116.73 89.81 68.60 57.25 63.000 91.10 68.44 51.53 41.33 Window Heights Window Widhs 26.500 37.000 53.125 74.000 26.000 55.33 55.33 55.33 55.33 38.375 55.33 55.33 55.33 55.33 50.625 55.33 55.33 55.33 55.33 63.000 55.33 68.44 51.53 41.33 63" 57.122 DAY !CHT OPE'ING VERTICAL SECTION OPERABL E 26 typ. VERTICAL SECTION FIXED 58.475 DAY44..IGHT OP1= N!NG 27 13/16" 25" 111" HORIZONTAL SECTION X0 Configuration Negative Design Load bosed on Comparative Analysis - (PSF) X0 Conf;gurotion Positive Design Load based on Comparative Analysis - (PSF) .51 3/4" NOTE: 2.324" HIG H V CRALL INTERIOR SILL FLANGE. ONE 3/4" x 1/2" x 1/16" x 3" LONG ALUM. ANGLE IN FRAME SILL NEAR EACH FIXED MEETING RAIL, ANCHORING SILL AOAPTER GLAZING LEG TO 5I11, SECURED TO FRAME WITH 1 INSTALLATION SCREW AND ONE /8 x 1/2" SHEET METAL SCREW. 25" XOX Configuration Negative Design Lood based on Comparative Analysis - (PSF) XOX Configuration Positive Design Lood bosed on Comparative Analysis - (PSF) } 2.000 APPROVED w COMPLYING WITH TIIIE SCUT] /110RIDA BUWLD1NG CODE DATF•J kJ b BY PRODUC(OAIROL DIVIS-O.' BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE t40. - D3 7 Re visions: Mot eriol: Revsd 9y: Oolc: Chkd 6y Oo(e: 0.11 6/7/99 Drown Ely: 0.8. Dote: 3/17/99 To /crcnccs Unicss tinted: Fractions: f 1/64 Decimal .CO: .f 0e and .000 f M9vkr. f I' Series /Model: HS -201 Description: PGT NO: VENDOR NO: Scote: Sheet: 2014 kF INDUSTRIES Hor. Roller - Sections /Comp. Analysis Drawing No. 260 Rev. A 1.326 2.489 --- 2.000 2.000 ---- _l.926 .500 —� .907 2.324 .750 2.000 1.542 .812 .750 1.656 --{ 1.457 —11.042� GLAZING OPTION 3/16" ANNEALED APPROVED AS COMPLYING WITH THE 'SOUTH FLORIDA BUILDING CODE OATS -3-`ie' l BY � PRODUC OkfROI DIV'S•ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 1 c t - �yJ 1.100 1. • Revisions: Mot criol: Revsd By: Dole: Chkd By: Dale: O.B. 6/7/99 Drown By D.B. Dole: 3/17/99 Telerorces Unlrss Noted; Froclions t 1/64 Decimo1 .00: t Decimal .000 t Mg1110r. t 1 Series /Model: HS -201 Description: Horizontal Roller — Glazing PCT NO: VENDOR NO: Scale: Sheet: 3 INDUSTRIES Oro wing No. 260 Rev BUCK .250 MAX. • v • • 1 x WOOD •• " 1 : , •• 1.250 3/16" TAPCON OR 1/4" TAPCON TYP. HEAD TYP. SILL 3/16" TAPCON OR 1/4" TAPCON 2 x WOOD BUCK .250 MAX. #10 PANHEAD OR #12 PANHEAD • ' • ' TYP. HEAD 4; A 4 Revisions: MoterioI: Revsd 8y: Dote: Chkd By: Dote: 0.8. 6/7/99 Drawn 8y: D.B. Dote: 3/17/99 Tolerances Ilnt -11 Nntrd: fractions: t 1/64 Deci nol .00: Dec:•not .000 Angular: t 1' Series /Model: HS -201 Description: Horizontal Roller — Anchorage PCT NO: Scol shed: 4.14 FUT INDUSTRIES VENDOR NO: Drawing No. 260 Rev: A •a A TYP, SILL 1.250 #10 PANHEAD OR #12 PANHEAD 2 x WOOD BUCK 4 7Z,2- L le/c-r7 _ 3/16" TAPCON 01? 1/4" TAPCON .250 MAX. TYP. JAMB --j 1.250 • • • • 4 1 x WOOD • BUCK 3/16" TAPCON 01? 1/4" TAPCON .250 MAX. H 1.250 TYP. JAMB . 4 a . 2 x W000 BUCK APPROVED AS COMPLYING MTh T iiE SOUTH 5GRIDA BUILDING CODE DATL Lk\ 0 BY PRODUCT CO" .ROL .DIVISION BUILDING -COQE COMPLIANCE Off ICE ACCEPTANCE NO Cj c ' 03 " - MIAMI -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE PGT Industries CONTRACTOR LICENSING SECTION 10711 Technology Drive (305) 375 -2527 FA (3051 375.2558 Nokomis FL 34274 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375.2902 FAX (305) 372.639 Series 6000Al: minem Fixed lViudow under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime front a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.: 99- 1110.04 Expires:12 /02/2002 THIS IS THE COV1ERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the 13CCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 01/07/2000 MIAMI - DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE. METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33 130 -1 563 (305) 375 -2901 FAX (305) 375-2908 Raul Rodriguez Chief Product Control Division .rancisco . Quintana, R.A. Director 1 of 3 Miami -Dade County Building Codc Compliance Office Internet mail address: postmasterei ,huildingcodeonline.com Humepage: help : / /www.huildingcodeonline.com Progressive Glass Technology Industries ACCEPTANCE No.: 99- 1110.04 APPROVED JAN 0 7 2000 EXPIRES : Dec. 2, 2002 NOTICE OF ACCEPTANCE SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 96- 0409.04, that was issued on December 2, 1998. It approves an aluminum fixed window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County. For the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series "6000" Aluminum Fixed Window. and its components shall be constructed in strict compliance with the following documents: Drawing No 548, titled " F -600 Picture Window," Sheets 1 through 4 of 4, dated 10/15/99, signed and sealed by Robert L Clark, P.E. They bear the Nliami- Dndc County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications, as shown approved drawings. 4. INSTALLATION 4.1 The aluminum fixed window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): The installation of this unit will require a hurricane protective system. 5. LABELING; 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. a t t fit s� M cI Perez, P.E. Product intro' Examiner Protf uet - Control Division 2 of 3 Progressive Glass 'Technology Industries ACCEPTANCE No.: 99- 1110.04 APPROVED SAN 0 7 2000 EXPIRES : Dec. 2, 2002 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1. Renewal of this A.cccptance. (approval) shalt be considered after n renewal application has hecn tiled and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state. and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Cody: affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has bccn requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shalt also he grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b)Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words ,tM iatni -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. I f any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies. shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance, 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. Manuel crcz, P. E., Product Co Product •ntrol Division END OF THIS ACCEPTANCE 3 uf3 Examiner L r • MI 11111111 � PRODUCT CONTROL NOTICE OF ACCEPTANCE PGT Industries 1070 Technology Drive Nokomis Acceptance No.:99- 0324.01 Expires:06/ 0/272 0'2 Approved: 07/01/1999 FL 34274 Internet mail address: postmaster ©buildingcodeonline.com MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375-2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -290S Your application for Product Approval of: PRODUCT CONTROL DIVISION Series HS201 Al Horizontal Rolling Window ' (305) 375-2902 FAX (305) 372 -6339 under Chapter 8 of the Code of Miami -Dade County governing th Annealed) se of Alternate Materia and Types Construction, and completely described herein, has been recommended for acceptance by the Miam - Dacle County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Cod e and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. •� rancisco . Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office Hnmepagc: http : / /www.huildingcodeouline.com PGT Industries. ACCEPTANCE No. : APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 2 of3 Manue Perez, P.E., Product C Produ ..'trot Division 99- 0324.01 0 1 1999 .Jun 27, 2002 1. SCOPE 1.1 This renews the Notice of Acceptance No. 95- 1205.05, which was issued on June 27, 1996. It approves an aluminum horizontal rolling window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series HS 201 Aluminum Horizontal Rolling Window (3/16" Monolithic Glazing) and its components shall be constructed in strict compliance with the following documents: Drawing No. 260, Sheets 1 through 4 of 4, titled "HS-201", prepared by the manufacturer, dated 3/17/99, and revised on 6/7/99, signed and sealed by Robert L. Clark, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami - Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 4. INSTALLATION 4.1 The aluminum horizontal rolling window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a h.urricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this ce Acceptance, clearly marked to show the components selected for the proposed installatilon. of 6.1.3 Any other documents required by the Building Of icial or the South Florida Building Code (SFI3C) in order to properly evaluate the installation of this system. Examiner • • PGT Industries. NOTICE OF ACCEPTANCE: STANDARD CONDITIONS I Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test- supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation 'of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of dle following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as • an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I through 3. END OF THIS ACCEPTANCE 3 of ACCEPTANCE No.: 99- 0324.01 APPROVED EXPIRES • JUL 0 1 1999 Jun 27, 2002 Manuel Pe z, P.E., Product Control .=miner Product Co of D