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30 NE 99 St (15)
WM a , „ 00 08? cfAip 1 4 5 4 O. 20 I.V A ' .' I il — .- '40' 'A! /7 ' A5 O. 20 I.V e 50 ” „ V q U ✓ 09 NARLES • W. CARR SOS S. W. 44flt ? u v iy tw#i R Str 8- 10_ LA/40 SURVEYOR, M i t WRIDA SIMY Y Of IAt! 44 114C $ sulAtt}WK P$ AM D PLAY. 9 )4tkM A S1iO1 E SEC C O 4 NO, 1 Atc 4 i t * �• 4 . MO Ticla.t asttcorltd 1.1'TSt • toot N. �' 1 0 1'e '•• Wittpcerd, • . Da �� e.uat. Fr.rla COOP .t ? 3Q N nL& CUJ1FT Oat Of otiastad $ttttll stFtcs.ts • rtutksrmy Ned* Mitt sy dirtttior. 11e4 is tote set tan tad to it* bast 0 .F tattleiit. aed • L.JIt6 flat • at ucre tiff. Lt011tIktP LANA suitITO* Stiff 91 FtopOA 4 1391 •t a i0 /3 tlk 1 /30 /4.47 / sty ' LOCATED IN: MIAMI SNORES. DADE COUNTY, FLORIDA. LOCATION SKETCH: SCALE: 1* y 150' TM Florida Flood Insurance Rats Maps dated 11. -37 put th lt.led by e United State Department ot R01111 n Vr at Development delineates the hetetn described laAd to be within sons This ifs not a Flood Hazard Zpne. This is • land purvey and was prepared in accordance with end satisfies the sl technical standard* ot Section 472.027 ot the Florida Statutes and tl[�Sss rules prosulIated thereunder Of the FSPLS spd of the FLTA. T6leplouet 22l -3416 kki 3 n LDT DETAILS: SCALE: 1 . 20' 70'.pIl4/_ qV. '20 /; Cara/» I/ Pe/lee /OQ•v4 O.75i , l ,q L ;y PD > , 7 et. G /eids 0, 2777 77.8 g0 0.70 ° ✓ 'P4vF'v, w7 1- .1/ 4,1c" if 11111t1111$I)IIlili Roar T� M A-r 41 exreYi t1( A 41.000 �y .. T? . WA 1.1 \W l l t, � ADO 11`160 L cE f M ►t 11M Lt A - 4 - 0 PibN(6LIN Ftr(.2a c�68e - r >= R vtly/ rVL) 1 LgY ; CF t Men N G F tyt iLy O . ( ov rt Ir t4 - re) aAePV T) G 'Nt . : -t'irw 'rc MA x f`l ,i I� O T t. 'x O rk tot `VAL -1-4 4 MAE3001g4 'WW LL', viral -1 "+ f,C f'10b1 ! • Mkt - q► 11J rZ- WALL 114 y LA;TI c: 4 'WA .u:.:. r1ti� t ,Coe - . 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CCN 'I"'AN 'C' 3o. i61.0(ev., OF MiAM{ $nOf7L'9 601 41111a[E5 d MITCHELL, , P1( dONsl1l1fNG ENGINEER 101 N..147t h sr, ' • L 091014 atqfrie9) 6014411e k00. 4 cogr. w� LI woo? fizae LE\I VL04A"M M44 \'iAf 5t1(.) Ili% 60N4Rert \v/ iliv• C041 -1•■•••' MOT1)4‘ • .1 1 14V.V 419 Att44 MO )(•„ (5 7` 1:i-OV115114 (I Vlif2M _ _ tsfr V)(1?) .A100 14ev 1,44 I - T1 cowi4 bk) 'or° Fr • • SoiLt Ott6ORVOE, ictRc4 6AN aoccs p•Aa F, 1%01w4 apAziLiTy coNcEv-ro t 30co t v6 e 10/.f 5 ra7rIt44 itIVAM5 ) 28 L,Ar.,1 cm* • • •••"" Ls •••■ 6A LV, t)/5 t NoI2'4 6* QV t 444 Or.AL L)10f4W0t) ba-tr, 1- 6Affrev I 1IOT2 , rt-ywoc.)0 - 1 - x04) s*A-r/At.14t.tog, 2414,. it • -15 1 torvia: 1 L.L • - • 10 'tt) tZ4LAL) 1 11: 1 OZ)WALL- INWL.AltIQA ON l‘if* %et) 11 tvok. :4:)4 ii." 60N (4 fitTe Ti zrAtet y`// 4-tkei6 c)4-1.. 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( a , "9, 14'1°j0 yLc ,E'w? /AR MRi •.c :,C, ARATTHAUf.R <'OMkI S'5 I C) I i / M f R f., DAVt1 11 C R q '17 A R r. . ,E3: ,..E.c eiM.`:.. _.Ih✓. !'.�x F....C.�Y.�+i:.L{.:-i, 1; s; i h;? .t {,& 4 nl rJ• /WA. '/.1///4'10 s , t.1 , w• # la* ® e p P;OTSL. SEA." YEg11 Cf XPL 0 3 PJS A■,eg j'2'• ?VPPROIV1 kS cLR1Fi17vG wax THE 14 SOUTH R061D7t BUILDING CODE art 4 F �. M i n k ink DIVISION • O EU1LDINC CODE CDSIFiWICE OFFICE :CCflWa51Eto.46- 11ZO.OJ Prrr Qi.a Poet Clare ASSFJ4 BinnIngs r Pan i l 1"'" 717 S'ru.. Xd•b H.S. PA -1E P.Q. Box 630038 2805 N.E. 185th Street Miami, Florida 33163 (305V31 - 2350 I 1 of 10 PA -16 XOIOX ASSEMBLY DRAWING O hl . ICAL && YOM" fle N�- WPM N ICAL SILL OF MATERIAL Po'T f15 f>EIJ Ez N3 1 N t . ilrsvu� c MNr. mAllatIAL QuAga Y REissats ( 1 r1L.l2E . IE2D _:' j l 36-C3 c'�' . -6S -S_ Glob T - 1 . .., - :. x W 2 noun 521 16 ,: 16 -62-1 -- u 7 . '. • 1 ; f O J .4 442 I0� , ) 1, SIDE Fit t6 -16 16 -tE -1 i G -20-1 16 -59A 16 -23 -1 '• _ xUil_ .. t (6' NEAT 'r•C Rat I 16 -59 - 16 -59 -2 ' ALUM. 7 1OG RAIL 16-4. L 16 -63 -1 { 'i - X11 Ll 1 Q'G 2 PM. 1 TRACK ' tan 26-61 1 16 -61 -1 AL11/. S) i' M1 FIEw S SIB 30) FCL11R, AS D2OLY 16 -05 16 -05 -1 16 -6604 El1:a i 2 ? 11 POLY P 5 %VP' 1 - 2E04 PLE 2 o/�il.s:e a 'OP .04o i:nw lr. a KAY 2:22.2 4511,4 11171-1 DN 8 - 201 D fl SEAL 4 'o w ` . we IortC,S not o1. LW. M ,yy Re M /14.1 wro Mt t HEAL 0[FRT 16 -6003 ri - M 1 ALU ( II), SLL 2NSER1 26 -6007 A1LK 1 (15 SWEEP ICX - 16 -6306 20 2 1.6 - Yw e 46=120 EN / . AS RECUIRED • INSTALLED Wl. Al WIN 1ES me 3 ( 1 6 11A21NC 47,0 )03 AS REQUIRED vas P nom rot 64' M W 14r sot on CVaNO 4710102 AS PF10L4RLD ' 1 i W M INC N160 l9 WEI CL22I23 4710101 AS REQU14(10 Ant (20 GLg2INC WO 6-059 'WV. 6 SCT t0i lR J 14 -011 PLUM. 4 22 9 E:R2 Vim! 1E36 .+'. •5 AS REWIRED 23 SAN SPLNE 4812004 vwct As REW11E0 2 SCREEN CORNER 3 -3049 PLASTIC 1,2 26] TE1 J CY SPRCNG 16-40'7,13 • ' Ya • R.Meii 2 Fri1W Sr E I� SS 1219LY 4,51014 STEEL 6 {1'8 x t PP 5514 27 125tiE1R6 F4,9. sstAaY scilcw 4031076 STEEL- 4 /6 3 1 1/Y PNPK it•IT lu'SE•liLY 4102020 STEEL 4 r6 Y r PP 51AS L29 ` FM 14 -50038 • rtrlON 2 ( (36 SIR PoSE• --- 'tux r I e I: Der THICII (TYPE 'K OM SILL Rit. seri• - -- SrEa LY. Q -- f6 9' VS" MY WOO # la* ® e p P;OTSL. SEA." YEg11 Cf XPL 0 3 PJS A■,eg j'2'• ?VPPROIV1 kS cLR1Fi17vG wax THE 14 SOUTH R061D7t BUILDING CODE art 4 F �. M i n k ink DIVISION • O EU1LDINC CODE CDSIFiWICE OFFICE :CCflWa51Eto.46- 11ZO.OJ Prrr Qi.a Poet Clare ASSFJ4 BinnIngs r Pan i l 1"'" 717 S'ru.. Xd•b H.S. PA -1E P.Q. Box 630038 2805 N.E. 185th Street Miami, Florida 33163 (305V31 - 2350 I 1 of 10 PA -16 XOIOX ASSEMBLY DRAWING O hl . ICAL && YOM" fle N�- WPM N ICAL c 4 a 1/4' spAcm MAX. 414 FHPH SPAS E• rROla (NOS 2e o.c. Mix. 1 1/4 EMBEDMENT IMAM 1/4 SPACING ItAX. 810 FHfli Sus 1/ � EMBEDMENT MI1 u MM � cN 2 WC O V= 'e'f LaJT. IMIAILl NDDOfl APPfiiW AS DGMPLTING ITN THE SOVIH FLORIDA GUIDING wADE�� 1�J2 or PROWS IIQL DIVISION BOOM CODE COI2UNICF OFFICE PUElikICE 11Ug6 0 X z 1d O. 0 z 0 FtTE MASONRY OPENtHG suCK DIIAENsions j --- DEMOTES FACTORY Dfb5LLD iNSTPL. HOLES �— DENOTES FIELD DRILLED InSU.L HOLES 1. Horizontal Slider hos been designed in accordance with the Dode County, 1994 edition of the South Flerido Building Code. Wind speed considered is 110 mph, importance foctor is 1.05, exposure foctor is "C" and the meon roof hieght of the building hieght is less than 660'. 2. Horizontol Sliders instolled in Dode and 9roward County must have hurricone protective system. such os storm panels. 3. Ali aluminum extrusions shall be 6063 - unless noted otherwise. 4. Glozing material to be 3/32", 1/8" or 3/1€ annealed or tempered as requited. 5. Fosterers will be corbon steel with zinc cootings, or Top Cons. Minimum embedment must be 1 1/4" regardless of substrote. 6. Anchor sho11 be os idicoted on pope 4. 7. 1' X P.T., .2 x P.T. wood buck (shown) and steel runner responslb7ity of others. Buck must withstond foods imposed by wind loads and glazing systems. 8. Lob number Test Size " pressure: Woter test pressure: 16674 51" x 49" +53.33/ -53.33 6.0 1 5 /8"sill /7.92 2" sill 16673 109" x 3T 453.33 -53.33 6.0 1 5/B sill /7.92 2" • sib 16680 49" X 49" 440/-40 6.0 1 5 /8"sill /7.92 (2" sill • -. BUD: DIM . MASONRY OPENING IPArilee 2 1I O l 'tee«`% nr. 10.. Afli&tT O PJS t 6-5-95 Sinrllncs Pan American ?A P.O. Box 630038 2805 N.E. 18S1h Street Miami. Florida 33163 (305)931 -2350 D. • Q..o ItiA [Y,..r r w+.✓ od4 tt.. -. SM S4!OP H.S. PA -161 2 of 10 PA-1 XO/OX INSTALLATION RAW1NG 1 °,-441'-- 7A- 16PCS2 �o..�._. r._t N.- ..a... 1/4" SPACING I4AL Ifto FHPH SPAS FRAM ENDS 24 ac. W.1. 1 1/4 EHOEDAENt MINMUY W SHEEP LOCK 1 4 4 MASONRY OPEN;NG 4 3 /16' 01A. TAPCOtt 8UCK D114. 1/4' SPACING MAX. 1/47 . SPACITic 14'X. —T 3/15 DA. F.N. TAPCON M& MINT NIN. 4 ```,;avivoc - MT. . MT.9 . SUMER V /t5 OIA F.H. TAPOON 1 I/ WmtOw x WN. (2) svaP LOCK NOU1l!1 OH p AL ECT. HOWL JMLM stral a V Z a 0 2 1 !NOTE: General notes on sheet 2 apply_ MASONRY OPER/NG BUCK LIMEN519ri �1 — DENOTES rAOTCRy DRILLED 4161A1.. NOTES CFbtOrE5 FIELD DRILLED INSTAL HOLES /Town 211e PJS 6-5 -95 Fart Ahawiors PA -16 PA- 16PCS3 (Sinn ngs r . Pan 1 IT-American P.O. eox 630038 2805 N. E. 185th Street 14; mi, Florfdo 33163 (305)931 -2350 f 1 PA-16 XO /OX I STAL AMN DRAWING .,,.:... L...,, APFRDYFA AS COMPLYING LYZN r}sE SCUM OftCA 8121.DING CODE DA ;, 1 , 1aQ7 8Y ! //. •..•. , PROD OL DIVISION GUMS OOCE' CCGI'LIN CE OFflCE AccErtmccE k.Q.� - 1) 20 .0 I Ca II Size Buck Width Buck Height blax Ve nt With Heod '& Si Fasteners TypicaI Spocing proa.c Jamb Fasteners �M Typical Spacing Results Pressure (+) Pressure ( -1 2121 24.000 24.000 12.000 2 12.750 2 17.626 5210 - 115.16 3121 36.000 24.000 18.000 3 12.375 2 17.626 52.60 -95.97 3921 44.000 24.000 22.000 3 16.375 2 17.626 52.80 -8899 4121 48.030 24.0''0 24.000 3 18.375 2 17.626 52.30 -86.37 53.125 x 25 52.125 24.000 26.000 4 13.625 2 17.626 52.80 -84.09 3131 36.000 36.000 13.000 3 12.375 3 14213 52.80 -76.77 3931 4 -4.000 36.000 22.000 3 16.375 3 14.813 52.84 -69.80 4131 48.000 36.000 24.000 3 18.375 3 14213 52.80 -67.18 53.125 x 37 52.125 36.000 26.000 4 11625 3 14.813 52.80 -64.90 3139 36.000 44.000 18.000 3 12.375 4 12.542 52.80 -09.80 3939 44.000 44.000 22.000 3 16.375 , 4 12.542 5280 -62.82 4139 48.000 44.000 24.000 3 18.375 4 12.542 5280 -58.82 53 115 r. 45 52.125 44.000 2 4 11625 4 12.542 5280 -53.86 3141 36.000 46.000 11000 3 12.375 4 13.875 52.60 -57.18 3941 44.000 48.000 22.000 3 16375 4 13275 5223 -60.37 4141 48,000 41000 24.000 3 18.375 4 13375 52.80 _ -53.64 53.125 x 49 52.125 48.000 26.000 4 13.625 4 13275 49.13 -49.13 4151 48 60.0)3 24.000 3 18.375 4 17.875 42.45 -42.45 53.125 x 61 , 52.125 60.000 26.000 4 13.325 4 17.875 38.88 -38.38 CoII Size Buck Width Buck Height Mox Vent Width Heod & Sil l Fosteners Typical Spocing Jorn b Fosteners Typical Spacing Results Pressure ( +) Pressure ( -> 2121 24.000 24.000 12.000 2 l .12.750 - 2 )7.626 52.80 ' -122.77 3121 35.000 1 24.000 18000 3 )2.375 2 17.626 52.80 -1023) 4121 43_000 24.000 24.000 3 18.375 2 17.626 52.80 -80.08 53.125 x 25 52.125 24.000 26.000 4 13.625 2 1 17.626 52.80 ' -73_33 2131 24.000 36.000 02.000 2 12.750 3 14213 52.80 -97.35 3131 36.000 36.000 18.000 3 12.375 3 14.813 52.80 - 70.0,9 4131 48.000 36.090 24.000 3 18.375 3 14.813 52.80 -51.32 53.125 x 37 52.125 36.0001 26.000 4 13.625 3 14213 46.99 -46.99 Co I)) Size Buck Width Buck Height Max Vent Width Head & Sill Fasteners TypicaI Spacing Jamb Fosteners Typical Spocing Results Pressure ( +) Pressure (- 2121 24.000 24.000 12000 2 12750 2 17.626 52.80 - 120.77 3121 36.000 24.000 18.000 3 12.375 2 17.626 5220 - 100.64 3921 • 44.000 24.000 22000 3 16.375 2 17.626 52.80 -93.32 4121 48.000 24.000 24.000 . 3 18.375 2 17.626 52.80 -90.58 5121 60.000 24.000 30.000 4 16.250 2 17.626 52.80 -84.54 53.125 x 25 52.125 24.000 26.000 4 13.625 2 17.626 52.80 -88.19 3131 36.000 36.000 18.030 3 12375 3 14.813 5280 -80.51 3931 44.003 36.000 22.003 3 16.375 3 14.813 52.80 -73.19 4131 48.000 36.000 24.000 3 18.375 3 14.813 52.80 -70.45 5131 60,000 36.000 30,000 4 16.250 3 14.813 52.80 -56.34 53.125 x 37 52.125 36.000 26.00 4 13.625 3 14.813 f 5280 -65.40 3139 36.000 44.000 18.000 3 12.375 4 12.542 52.80 -70.62 3939 44.000 44.000 22.000 3 16.375 4 12.542 5280 -63.52 Coll Size Buck Width Buck Height '• Max Vent Width Heod & Sill Fasteners Typlcot Spacing Jamb Fosteners Typicol Spacing Results Pressure ( +; Pressure ( 2121 24.000 24.000 12.000 2 12750 2 17226 52.80 -70.00 3121 36.000 24000 16.000 3 12375 , 2 t 17.626 5739 -68.06 3421 44.000 24.000 22.009 3 16.375 2 17.625 52.80 -63.11 4121 45.000 24000 24.030 3 18.375 2 17.626 52.83 -64.25 3131 36.030 36.000 16.000 3 12.375 3 14.813 57.80 -54.44 3931 44000 36.00) 22.000 3 16.375 3 14.813 49.49 -49.49 4131 48.000 36.000 24.000 3 18.375 3 14. ;13 4764 -47,54 3139 36.000 44.000 16.000 3 12,375 4 12.54-2 49.49 -49.49 3939 44.000 44.000 22.000 3 16.375 4 12.542 44.55 -4455 4139 48.000 44.000 24.000 3 18.375 4 12.542 4034 . -4074 3141 36.000 48.000 16.000 3 12.375 4 13.875 -? 47.61 . , -4164 394) 44.000 48000 22200 3 16.375 4 13.875 40.85 -4085 4141 49.003 -48.000 24.000 3 18.375 4 13.875 37.21 -37.21 7- 1PA1SA.O1 l-1ogizon l Roller Window 3/16" Annealed or Tempered Glazing at Fixed Lite and 1/8" (DSB) Annealed or Tempered Glazing of Vents w/ 2" Sill Riser ,S ., 1'1 tnsfasntio...1 eni..ewe +... kr;oen. !,'• PA16a 3 orizorrtal Rol* Window 1/8 " (DS B) Annealed Glozing of Fixed Lite and 3 /32 "(SSB) Glazing at Vents w/ Z" Sitl Riser Mott TAt ititartaso.. tAr w ai t PA1 A.O2 Horizontal droller °a` Endow 1/8' Annealed or Tempered Glazing w/ 2' Sill Riser B.L: ]7.s m.WLiahon o/ matt nq..irri a Mrionrr vtot.ofive .v.1.w. PA16A -114 Hocizontal (holier Window 3/32" Annealed Glazing w/ 2" Sill Riser N wr. • fn. inalanatiee..1 WA. unit a h.oriaov v.o l.oeo3. 1 ri � lnniergs I Amencan RJU I P.O. Box 630038 2805 N.E. 185th Street Miami. Florida 33163 (305)931 -2350 Y.:Urn& t..... INC a.4..4 PIP PJS Doan 12/25/9.1 n.. R Plort Maw re.. aot..y H.5. `so■./roa.. P.4 -16 SPECIFIC CONDITIONS PA -16 XO /OX (2 FUSER) ri.,.r COMP. t 'raw"Yih PA- 16PCS4 2 4 of 10 Aneeaa Lana- Coll Size Buck Width Suck ,lick H - t 'Vent Width Head ez Sill Fasteners Typical S.acin Jamb Fasteners Typical S.ocin. Results ' Pressure f +b Pressure i -} 2121 24.030 24.000 12.000 2 12.750 2 17.626 1 0.00 - 127.77 3121 36.000 24.000 16.000 3 1 12.375 2 17.626 4'3.00 -' 00 64 3321 44,000 24.000 22.000 3 16.375 2 17.626 443.00 -93.32 4121 41000 24.000 24.4300 3 13.375 2 17.628 40.00 -9053 5121 50_900 24.900 114303 4 16.250 2 17.626 40.00 -34.54 53.125x25 52.125 24.000 21000 4 13.625 2 17.626 40.00 - -83.19 3131 36.020 36000 16.003 3 ® 3 11813 40.00 -8055 3931 44.000 36.000 22.000 3 16.375 3 14,813 40.00 -73.19 4131 48.000 36.003 24.000 3 13.375 3 14.8)3 40.00 -70.45 5131 I o-000 36,000 30.0430 4 11250 3 14.813 4190 -56.34 53.325x32 52.125 36.000 26.010 4 13.625 3 14.613 40 -430 -65.40 3139 36.600 44.000 18000 3 12.375 4 12.542 40.00 -70.62 3939 44.000 44.003 22.000 3 16.375 4 62.542 40.00 -63.52 4139 43.030 44.000 24.000 3 13.375 4 12.542 40.00 -57.88 5133 60.000 44.003 30.430 4 16.253 4 12_342 40.00 - 45.65 53.12545 52.125 44.000 261)00 4 13.625 4 12.542 4000 -52.58 3141 36.000 48.000 13.000 3 12.375 4 13.375 40.00 -70.45 3941 44.030 48.000 22000 3 16.375 4 1.3.875 40.00 -56.02 4141 48.000 49.00) 24.000 3 13.375 4 13.375 40.00 -52.64 5141 60.000 46000 2.0.030 4 16.254 4 11875 40.00 - 41.70 53.125,449 52.125 46003 26.000 4 13.525 4 13.875 40.00 -43.39 Colt Sze Buck Width ' Buck Height vox. r3.. Panel Widths wrauan.� or .,... Head er 533 Fastener, .- •--.- Typical Soacino - . . _.� Jamb Fasteners Typical Spacing Results Pressure f +b ressure { - '} 2121 24.000 24.000 12.030 2 12.750 2 17.626 ±43A0- -70.00 3121 36000 24.030 16.000 3 12.375 2 17.626 40.00 -63.10 3921 44.000 24.000 22.000 3 1 16.375 2 11.8`2 43.00 -53.10 4121 43.000 2.4.0 00 24.000 3 13.375 2 17.626 40.40 - -61.30 3131 37.600 36.000 16.000 3 12.375 3 14 813 40.00 -54.40 3 .931 44 000 36.4300 22.000 i 3 16.375 3 t4 613 4 0.00 - 49.50 4131 48.000 36.030 24 000 3 16.375 3 14.813 . 40.00 -47.60 3139 36.000 44.000 16.000 3 12.375 4 12. 40.00 -4950 3933 44.00) 44.0:0 22.0(0 3 16.375 4 12.142 44.00 -44.51 4139 48.000 44.000 24.003 3 13.375 4 12.542 40.01 -40.73 3141 36.000 46.003 16!700 3 62.375 4 13.875 40.03 -47.60 3941 44.0001 48.000 22.000 3 16.375 4 13.375 40.00 -40.80 414) 49.000 ) 48.000 24.000 3 18.375 4 13.375 40.00 I -37-20 ?Al 68.01 Horizorted P.o'Jer W'rldcw 3/16 Annealed or Tempered Glazing at Fixed Lite and 118' 4952) Annealed a- Terpered Glazing at Vents 4/ 1 5/16' Std Riser 2121 ?4.000 24000 4121 53.125125 52.125 24.003 3121 3921 56.000 24.000 14.030 24.030 _ 21438 4!1000 24.000 24.439 3131 :6.030 35.004 3931 44000 36.000 4136 51125437 1 3.139 3939 4130 53.125x45 1 3141 3941 4141 53.12504 4151 53.12°x.61 46.003 36.000 52.125 36.000 36,000 44000 - 48.030 44.003 1.4.000 44,003 52.125 44.000 44 000 _35_000 46.000 8.00 40 48.000 1 48.04 52_125 443000 4..007 52.125 50 60.0100 13.438 3 1 16375 2 17.526 1 40.0) -64.09 26.530 4 11 625 1 16.438 3 2 .375 22.431 3 16.375 24,438 26.500 18.4:3 22.438 24.436 26.530 1 8.438 22.438 21.493 25,500 3 12.375 3 15.315 3 11.375 4 13.625 3 3 3 4 12.375 16.375 14.415 26.50 , 3 4 11.626 40.03 -95.97 3 44.813 1 40.00 -7637 2 pref. Results (+) Pressure (-)i - 115,16 -95.97 2 17.626 . 40.00 - 666.37 14.613 i 40.00 -67.18 14.613 1 40.00 -64.90 3 I 14 _813 4000 -63.80 00 4 i 12.542 40.00 -62.82 4 i 12.542 40.00 -;8.82 18.375 1 4 1 12.542 4 0.00 - 53.85 3 12.750 4 13.875 40.00 -53.64 13.625 1 4 { 12.542 40.04 - 67.18 3 15.375 4 13175 4400 -49.13 4 4 13.875 40.00 -48.33 4 16.375 4 13.6 40.00 -53.05 13.625 18.375 4 663.625 4 17.375 17.975 40.00 33.98 -4425 -33.95 *eta n.. a.w.aaa . ..q an 0 ...N w.• m tr ti.e.v Call Bucks Buck 14ox V ent Head 2C Sill Typical Jamb Typical Size Width I Height] Width Fasteners Spacing Fasteners Spacing Pressure 12.431 2 11350 2 17.526 4000 17.626 40.00 PAI68.03 Horizontal Ro4)er Window 1/8'(358) Annealed Gazing at Fixed Lite and 3/32" (SS?) Glazing at Vents */ 1 5/65" Si$ Call Buck Size 'Ninth 2121 24.033 3121 6 36.030 4121 48.000 '53.125 t 25[ 52.125 1131 111 4.010 5131 36.000 4131 48.003 153.125 .4 37 52.125 Buck Max Vent I- #eroht Width I 12.000 24800 24.403 1 18.007 24.00 1 :4.030 2 2. 24000 4 13.625 2 S 18.375 3 1 12.375 2 26.000 35.000 12.003 2 12.750 3 - 35.043 16.000 3 12.375 3 36.000 24.000 3 1 19.375 3 36.000 1 26.003 1 4 ) 13.625 3 Typical Results Spacing Pressu ( +1 Pre ssuree ( - 122.77 17.626 400 17.626 400 - 102.31 17.626 I 40.0 - 30.38 17.626 400 -73.33 14.813 t 40.0 -70.09 14.813 I *10 -97.35 14.313 4{ 0 - 51.32 14813 4x0 -46.99 Age,: 77M a,.tdlacbn of Urili 1.m1 require a hurt o.w preko%.. Head dr 593 Typical I Jornb Fasteners Soocing Fasteners , 12.750 APPROVED AS 001,0171136 MTH rru ;04302 FLORIDA amain CCAE Tel i� �a Is q'7 8Y .1 4 401. PION r' T ROL 0(1601 50143 NC COLE 024APS.4.414CE OFFICE k43 2PTAitCE AID_ 2(1 - 11 ZU • n I Asa Brotort e.....3. .,t PJs :.w PA168.02 Horizontal Roller Window 1 /8' Annealed or Tempered Glazing x/ 1 5/18' Sill Riser 12 /25/55 PA168.04 Hortzonta! Rofler Window 3/32 Annealed Glazing r 1 5/15" Sill 1 ,,, Binnings Part I i BtiC8r1 Br*za• Or* CPAPT f4t Os 2A.- 15PCS5 /4o4 C p. " �Srr+.d.Yc4Y H3. J PA -15 P.O. Box 530038 2805 N.E. 185th Street Miami, Florida 33163 (305 )931 -2350 SPSC11FIC CONDITIONS PA-16 O /OX (1 5116' RISER) CCM. ANYL. 5 or 1 3. PA- 16PCS5 0U a. s V `1 1 L t j10 FH?H :CIS t/V DADEDiesfr Witt 1/4' SPACING MAX. TYPICAL t3OTH ENDS eTVJEIMICAL SECT. HOW; SUDEn 910 f}IPH IAS tIi+M ENDS 2e 9.c. w . 1 1/4 OABEcAENT (2) SMEEP LOCK BUCK DIM. MASONRY OPENING F STEEL Wf R i Lit 41 1 / 4" SPACING Max. rYPICM DOTH SIOES ECAMONTAL SE's WM. sum GENERAL MUMS: 1. Horizontai Slider hos been designed in accordance with the Dade County. 1994 edition of the South Florida Building Code. Wind speed considered is 110 mpt% importance factor is 1.05, exposure factor is "C and the mean Goof hieght of the building hieght is less WI on 60'. 2. Harizontal Sriders installed in Dade and $coward County must have hurricane protective system, such as storm panels. 3. Ad oluminum extrusions shad be 6063 —T5 unless noted otherwise. 4. Glazing material to be 3/32". 1/8 or 3/16" anneofed or tempered as required. 5. Fosteners will be carbon steel with zinc coatings, or Top Cons. Minimum embedment must be 1 1/4" regardless of substrate. 6. Anchoring shall be os indicated an gage 8. 7. 1" x P.T., 2" x P.T. wood buck (shown) and steel runner responslbaity of others. Buck must withstand loads imposed by wind beds and glazing systems. . 8. Lob number. Test Size Design pressure: Water test pressure: 16752 109 1/8" x 61" +35.0/ -35.0 - 6.0 (1 5/8" s4/7.92 (2" std) 16673 109' x 37" +53.33/ -53.33 6.4 (1 5/8" sill) /7.92 (2" sill; a.,.. /Pp PJS noised Bp 6/6/96 I 1 IFT0 Pa R f 1ifY99 i a American SHO? ONST LLATOON DRAWINP FOR PA-16 XOX "at ihsrrias MASONRY OPENING BUCK DIMENSION Nirt CU* — DENOTES FACTORY MAL.EC. INSTAL. HCLES OEr1OtFS fELD DRILLED INSTPL. HOLES '"" PA 16PCS7 P.O. Box 630038 2805 N.E. 185th Street Miami, Florida 33153 (345)931 -2350 H . I PA -16 J 7 of 10 J Call Sze Buck Ytedth Cluck 'Max Height Vent 'rfidth Heed do Sig Fasteners Typical Speck* Jomb Fasteners Typical Spocing Rel/ults Pressure ( +) Pressure ( -) 6121 72.000 24.000 18.000 5 15.188 2 17.526 17.626 52.80 40.00 -78 77 712.1 84.000 24.000 22.000 5 18.188 2 17.626 2 52.130 -74.03 8121 96.000 ' 24.000 24.000 ( 6 16.950 2 17.626 16.950 52.80 • 17.626 -71.96 9121 108.000 24.000 . 26.000 7 16.125 2. 17.626 7 5280 2 -70.38 74.125x25 73.125 24.000 24.000 5 15.469 ' 2 17.626 52.80 15.469 -76.48 106375x25 105.375 •24.000 • 26.000 7 15.668. 2 17.628 26.000 52.30 7 -70.70 6131 72000 36.000 13.000 5 15.163 3 14.313 36.000 52.80 . • -57.58 7131 84.000 36.000 22.000 5 13.168 3 14.813 64.000 52.80 22.000 -54.84 81 31 96.000 36.000 24.000 6 16.950 3 14.853 8131 52.78 36.000 -52.78 9131 108.000 36.000 26.000 7 16.125 3 14.813 -3504 51.13 108.000 -51.18 74.125x37 73.125 36.000 24.000 5. 15.4463 3 14.813 5280 74.25137 -57.29 106.375x37 105.375 36.000 26.000 7 15.68.3 3 14.813 44.00 51.50 -45.95 -51.50 6139 72.000 4+4.000 18.000 5 15.183 4 12.542 50.60 -50.63 7139 84.000 ' 44.000 22.000 5 18.183 4 12.542 47.85 -47.86 8139 96.000 44.000 24.000 6 16.950 4 12.542 45.80 -45.80 9139 108.000 44.0)3 26.000 7 16.125 4 12.542 44.20 -44.20 74.125x45 73.125 44.000 24.000 5 15A59 4 12.542 50.31 -50.31 106.375x45 105.375 44.000 26.000 7 15.663 4 12.542 44.52 -44.52 5141 72.003 48.000 18.003 5 15.188 4 13.875 47.98 -47.98 7141 84,000 48.000 22.000 5 18.188 4 13.875 4524 - .45.24 8141 96.030 48.000 24.000 6 16.950 4 13.875 43.19 -43.19 9141 103.0.0 48.000 J 26.000 7 16.125 4 13.875 41.59 -41.59 74125x49 73.125 48.000 24.000 5 15.469 4 53.875 .* 47.95 • , -- 47.95- 106.375x49 105.375 48.000 26.000 7 15.588 4 23.875 41.91 = 41.91 6151 72.000 50.000 18.000 5 15.138 4 17.875 45.27 . -45.27 7151 . 34.000 60.000 22.000 , 5 18.163 . 4 17.875 40.47 -40.47 8151 96.000 60.000 24.000 6 /6.9 4 17.375 37.43 -37.43 3151 109.000 60.000 26.000 7 16.1251 4 17.375 33.72 -33.72 74.525x61 73.125 60.090 24.000 5 15.469 4 17.875 33.88 -38.88 1135.37561 1 105.3751 90.000 26.009 7 15.683 4 17.875 35.46 -35.16 1 Ca Size 8udr Width Cluck Height Max Vent Mrdth Head ec Sal. Fasteners ' Typical Spacing Jamb Fasteners Typical Spacing Resu*s Pressure (+)• Pressure ( -) 6121 72.000 24.000 18.000 5 15.186 2 • 17.626 40.00 -7323 7121 84.090 24.000 22.000 5 18.186 2 17.626 40.00 -62.18 8121. 995.000 24.000 24_000 6 16.950 2 • 17.626 40.00 -54.03 9121 108100 24.000 26.000 7 16.125 2 • 17.626 ^ 40.00 -46.10 • 74.125725 73.125 24.000 13.000 5 15.469 2 ■ 17.625 40.00 -70.87 16275x25 105.375 24.000 26.000 7 15.688 2 ` 17.626 40.03 -48.47 6131 72.000 36.000 18.000 . • 5 15.1E3 3 i 14..813 40.00 \ -47.48 7131 64.000 36.003 22.000 5 18.168 3 14.813 40.00 -40.32 8131 95.000 36.000 24.000 6 19.950 3 14.813 35.04 -3504 9131 108.000 36.000 26.000 7 16.125 3 i 14.313 29.90 - 29.90 74.25137 73.125 36.000 18.000 5 15.469 3 14.813 44.00 -45.95 106.375x37 1055 36.000 26.003 7 15.586 3 14.813 31.44 -31.44 PA18A.01 Horizontal Roller VYin+iow 3/15 Annealed or Tempered 610 at fixed Lite and 1/8' (0S8) Anne-cited or Tempered Gazing at Vents ./ 2" 519 Riser Marie flu nrintlaLinw eI th(t �r. �esuirss s her' 'a yfrhorrvs PAICA.0314olizontsi Ro6er Wfrtdow 1/T(OSB) Annealed Gloziog of Fred Lice and 3/32'(SS8) Glazing at Vents w/ 2' Sid Riser PJS Dais/ 1! Lew Ch.. Ci -IAw'1 J•• Ir v..... 1 CJ..t Prod. Oak gory S..i“vjos.4 11.S. PA -16 SPECIFIC CCNDrrnsiS PA -16 XOX (2" RISER) APPROVED AS 00MP17H wn114 111E SOUTH I.IZA 13ii .DittG 1ioc4 a 1 i u - 1420 6Y / /.. _. ��. RP! iflOL BUISllttt 40 81FL01N0 0 COMPtw+cE OFRSF �cc wcet 11A� P.O. Box 630038 2805 N.E. 185th Street Miami, Florida 33163 (305)931 -2350 lane Owl* 9 o 10 r A.wvr:.e LwC PA- 16PC59 nJr..r`J+. r. Pk- 16PCS9 -- Gall Size Buck Buck F Max Width Hei ht Vent Width Head & Sill Fasteners Typical Spacing Jamb Fasteners Typical) Results Spacing ( +)L Pressure ( -) 5121 72.000 24.000 13.438 1 5 15.168 2 17,626 52.80 -76.77 7121 84.000 24.000 22.438 { 5 18.188 2 17.626 40.00 -74,03 6121 96.000 24.000 24.433 J 6 16.950 2 17.626 40.00 -7198 9121 106.000 24.000 26.500 7 16.125 2 17.626 40.00 -7Q38 74.125x25 , 73.125 24.000 18.433 5 15.469 2 17.626 40.00 -76.48 106.375x25 105,375 24.000 26.500 1 15.683 2 17.626 - 40.03 -70.70 6131 72.000 35.000 18.438 5 15.188 3 14.813 40.00 -57.58 7131 8.4.000 36.000 22.438 5 16.188 3 14.813 40.00 -54.84 3131 26.000 36.000 '. 24.433 6 16.950 3 14.813 40.00 -52.78 9131 1.08,000. 36.000 25.500 7 15.125 3 14.813 40.00 -51.13 74125x37 73.125 36.000 18.433 5 15.469 3 14.813 40. - 57.55 106.375x37 105.375 36.000 26.500 ' 7 15.6 88 3 14.813 40.04 -51.50 6139 72.003 44.000 18.438 5 15.188 4 12.542 40.00 -50.50 7139 34.000 44.000 22.438 5 18.i8.3 4 12.542 40.0) -47.86 3139 96.000 1 44.000 24_438 _ 5 16.950 4 12.542 40.00 -45.80 9139 108.000 44.000 26.500 J 7 16.125 4 12.542 40.00 -44.20 74.125x45 73.125 44.000 13.433 I 5 15.469 4 12.542 40.00 50.31 105375x45 105.375 44004 26.500 1 15.688 4 12 542 40 C4 -44.52 6141 ?2.000 43.0001 18.438 5 15.123 4 !3.375 40.00 -47.38 7141 84.000 48.000 S 22.438 5 18.168 4 13.375 40 :30 -4524 8141 96.000 46.000 24.48 5 16.950 4 13.875 40.00 -43.19 J 9141 108.000 f 48.000 26.500 7 16.125 4 13.875 40.00 -41.59 74.125x49 73.125 48.000 18.436 5 15.469 4 13.875 40.00 -47.95 106.375x44 105.375 48.000 26.500 7 15.688 4 13.375 40.00 -41.91 5151 72.000 60.000 18.438 5 15.198 4 17.875 40.00 -4527 7151 84.000 60.000 22.438 5 18.123 4 17.875 39.79 -39.79 3151 96.000 60.000 24.433 6 16.950 4 17.875 25.52 -2552 9151 103.000 ' 60.000 26.500 7 16.125 4 17.875 24.01 _ -24.01 74.125x6'1 73.125 60.004 18.438 5 15.469 4 17.815 26.21 -26.21 106.375x621 105.375 60.000 25.500 ' 7 55.683 4 17.375 2421 -24.21 Call Size Buck Width Buck Height Pones Widths Head & Sill Fasteners Typical Spacing Jamb Fasteners Typical1 Spacing Results Pressure ( +). Pressure L- 6121 72.000 24.000 18.000 5 15.183 2 17.626 52.80 -73.23 7121 84.000 24.000 22.000 5 18.188 2 17.626 52.80 -62.18 8121 96.000 24.000 24.000 6 16.950 2 17.626 ( 52.80 -54.03 9121 108.000 24.000 26.000 7 16.125 2 17.625 46.10 -46.10 74.125x25 73.125 24.000 18.040 5 15.469 2 17.626 52.80 -70.87 106.375x25 105.375 24.000 26.000 7 15.688 2 17.626 48.47 . -48.47 , 6131 72.000 0 36.003 18.000 5 15.188 3 14.813 47.48 - 47.48 7131 84.000 35.000 22.000 5 18.188 3 14.813 40.32 -40.32 8131 96.000 36.033 24.000 6 16.950 3 14.813 35.04 -35.04 9131 108.000 36.000 26.003 7 16.125 3 14.813 29.90 29.90 74.25x37 73.125 36.000 16.000 5 15.459 3 14.813 45.95 -45.95 , 106- 375x37 105.375 36.000 25.000 7 15.668 3 14.813 31.44 - 31.44 PA16t8.014iot rontal Roller Window 3/16' Annealed or Tempered Glazing of Fixed Lite and 1/8' (DS8) Annealed or Tempered Glazing of Vents w/ 1 5/16; 5111 Riser in.mltoelon -, tlti■ __�t ._ rohotal PA168.03 Horizontal )Miter Window 1 /8 Annealed Glazing at Fixed Lite and 3/327(S58) (lazing at Vents w/ 1 5/16" Sill Itwieitat " r 8u1n ' nO3 1niPan Amettan AMINO AS COMING 1 ITh 1}f same rtm+ma 8unnimb vox 0A1 :aa L'. 2 aY 1 .1 /...... j _ P3000 1 ' ONISIfyt BO101AO CORE 1OMP1JAl CE OfF1EE AOCErTANCE a. - ) i 70 ft P.O. Box 630038 2805 N.E. 185th Street Miami, Florida 33163 (305)931 -23 50 1r..4 c m.-ii r .'+wX.4.s 0 022 t .S. 1 PA -15 COMP. NYI. _ 10 v1 16 K....;.. L... -- PJS .-ar !2/26/96 ltroro4 .a d... Mac Tr..t n... CNART I - -- SPECIFIC CO DJTIONS PA -16 XOX (1 5116" RISER) PA- 16X510 "se'e PA- 15PCSIO 1 AUG -19 -98 11:36, AM BPA.WORLDWIDE.EXTRUSION 1 EITI1PCZ METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDINO CODE COMPLIANCE OFFICE METRO-DADE FLAGLER OUILDING 140 WEST. FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 331 .30 -1563 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375.2901 FAX (305) 375.2908 13innings Pun American 2805 NE. 185 St. Miami FL 33163 Your application for Product Approval of: Series PA -14 Aluminum Single Hung fVlndow under Chapter 8 of the Metropolitan Dade County Cody: governing the use of Alternate Materials and Types of Construction, and comptetely'dcscribcd in the plans, specifications and calculations as submitted by: Applicant, along with Drawing 7Yo, PA- 141)•OI, Sheets 1 t/iru 8 of 8. has been recommended for acceptance by the Building Code Compliance office to be used In Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance 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, the Code Compliance Office may revoke, tnodi. , or suspend the use of such product or material immediately. The applicant shall re- evaluate this produc.tior material should any ammendmonts to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is de,ertttined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing wilt be incurred by the manufacturer. Acceptance No,t97. 1027,0) (Revises No.: 96- 0220.01) Expires:07 /09/01 tau Rod iguez Product Control Supervisor THIS IS TIIE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDItiG CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above, Director Building Code Compliance Dept. Approved :07109195 - Metropolitan Dade County Internet mall address: postfiastcrabutreinpeodeonl tne,com .;f PRODUCT CONTROL OIVISION (305) 375-2902 FAX (045) 372-6339 Homepege: http : / /www,bulldln9codoonhIne.com P. 06 12/05/1990 20:31 3059319476 Blt1bin2s Pan A:mericag 1. SCOPE 1.1 This renews and revises the Notice of Acceptanc 1996, This approves an aluminum single hung win Acceptance, designed to comply with the South F Miami - Dade County, for the locations where the Chapter 23, do not exceed the Design`Pressure Rat' 2. PRODUCT DESCRIPTION 2.1 The Series PA -14 Aluminum Single Hung Win • strict compliance with the following documents: Dr dated 10/22/97, revised on 6/16/98, signed and seal Dade County Product Control approval stamp with date by the Miami -Dade County Product Control referred to as the approved drawings. 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit be accompanie 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, Acceptance, clearly marked to show the com. 6.1.3 Any other documents required by the Buildin„ (SFBC) in order to properly evaluate the insta 6.1.4 2- BINNINGS PAGE 03 ACCEPTANCE No.: 97- 1027.0 ?_ _ -.. APPROVED JUL 0 9 199g EXPIRES : JUL 0 9 2001 No. 96- 0220.01, which was issued on July 18, ow, as described in Section 2 of this Notice of rida Building Code (SFBC), 1994 Edition for ressure requirements, as determined by SFBC values indicated in the approved drawings. w and its components shall be constructed in ng No PA- 140C -01, Sheets 1 8 of 8, by Wm. M. Meyers, P.E., bearing the Miami - e Notice of Acceptance number and approval vision. These documents shall hereinafter be 3. LIMITATIONS 3.1 This approval applies to single unit applications onl as shown in approved drawings. 4. INSTALLATION 4.1 The aluminum single hung window and its compone z is shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the instal ation of this unit Iyill require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the menu acturer's name or logo, city, state and following statement: "Miami -Dade County Product i ontrol Approved ". by copies of the following: identified in Section 2 of this Notice of nents selected for the proposed installation. Official or the South Florida Building Code lation of this system. �/. ! i . 1 1, Man -1 Perez, P.E. Product C► o Examiner Prod Control DIvision Uinnines Een American 3059319476 <} `..� ltd 9. This Notice of Acceptance consists of pages 1.2 and this I END OF THIS ACC -3• BINNINGS this Acceptante; t page 3, EXPIRES APPROVED ACCEPTANCE No.: __9 1027.09.,,,_, C ' T N R ND1TfONS I. Renewal of this Acceptanco (approval) shalt be consid =red after a renewal application has been flied and the original submitted documentation, including test suppo ins data, engineering documents, are no older than eight (8) years. 2. Any and all spprovtd`products,shell be permanently la •. led with the manufacturer's name, city, state, and the following statement: "Miarni.Dade County Product C trol 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 Build 1g Code affecting the evaluation of this product and the product Is not in compliance with the code chart tes: b) The product is AO tonget Salve putt (dcntica as the one originally approved; c) If the Acceptance holder has not compiled with an s requirements of this beceptance, including the correct Installation of the product; d) The engineer who originally prepared, signed and set led the required documentation initially submitted is no longer practicing the engineering profession. 4. My revision or change In the materials, use. and/or than be cause for termination of this Acceptance, unless prior fling of a revision application with appropriate fee) and 5 . Any ofthe following shall also b4 grounds for removal 0 a) Unsatisfactory performance's Of this product or proces b) Misuse of this Acceptance elan endorsement of any 6 . The Notice of Acceptanw number preceded by the words expiration date may be displayed in advertising Literature. displayed, then it shall be done In its entirety. 7 . A copy of this Acceptance as well as approved drawings provided to the user by the manufacturer or its distributor at all time. The engineer need no; the copies. S. Failure to comply with any section of this Acceptance sha Acceptance. facture of the product or process shall automatically written approval has been requested (through the ranted by this office. roduct, for sales. advertising or any other purpose. Miami -Dade County, Florida, and followed by the I any portion of the Notice of Acceptance is d otJtat documents. where it applies. shall ha and shall be available for inspection at the job site be capsa for termination and removal of Manue 'erez, P.E. Product Produ• , rol Division PTANCE PAGE 04 ,101 0 9 1998 JUL 0 9 2001 trol Examiner I) m 0 Cr) m Iv 03 01 01 <n m FER M.E FYP. b :Q a a • 1 1/4 -6914: Q SECTION }" % P.T. WOOD I3IJCX 3/16' DlA. TAPCON 1 /4 " _1,.13ED. IItt4. 0 1/4" 5-114 SPACE A1AX PART Mt 2 3 4 6 7 x 33 � FRIII FRAM E SILL VENT HEAD VENT SlL1. 3J EETI?:G RAIL 113211 STOP FA LSE GRID FR131E(HORiZ_1 FAL WONT-DA VENT RELEASE LI EEf1NO R-V1. W.T.SP. VENT SILL w.S.T.P. GLASS /7E51 SCREEN FRAME AND VENT SILL SCREW VENT STOP SL'RE\Y FOAM P:1i7 SNAP LAIC H ROU. FORM C,IAZ.Il Ci BEAD 4.11" `I la" STEEL DAR Its "X 5. ST EEL DAR / 3 7Ss G //7// 4 AS P.L'<t•D 2 AS RLQ1) AS REVD 12 2 AS RU71) VERTICAL SECTION BILL OF MA TERIA L Ex ?721`.1'111 V 114Q1L•11:V(] A'1 +1N3£R At41i13ER JL4 7ERJ -fL 1441 1441 -1 • 61161T -3 14s) 1441 -1 6063 T -3 14-36 14 -364 6001 T-5 Hl- RISE VENT 11 EAD 1432 14424 (1113 T - YoA.+Oak \ARIES &aunt PJS IIn+4.1 Dp PJS 14.71 14.712 14-72 14-x• a Ar ENI D AS PER WC( AiIXA51 Dab! 30/27/97 6/t6/98 14 -11 -1 4-70-1 1412 - I 14 -17-1 14- 2 _1124 14-(01 14-1N 14 110 14 - 21� Q L.H C1.04: A Y 0163 T.3 6063 7.5 111.33 T -5 Gird 7 -S NYLON 14110E-1 N11Dti F18ERGIASS STEEL SIEEL. 1'03311150 A14 SIEEL STEEL Pv! [Lug 02 ICA V BE SL' 4351•1111: D 113 11E31 i1RI L••SED I` COCA NC110N 111T11 ITEM 4'a SCE APPROPRIATE TABLES FOR f 1I Kl.N ESS AM.) PST x11' 1' PH ISMS 1 PO1NT x1333 1.Y PT4IS.IS'I% I1SF c71 AFTER 3? 111331E OPT(IstALICA'4DE DSlIiLU.F.O W, ITEMIS: 1 'd233`/1 IN VENT TOP RAIL LAP PLIES TO TABLE 3ONL11 1 4 FR•L \2 E 11 I'! I l NG R - U I. (A? I'Ll ES TO TAME 3 O?11.11 Prot Cabrwyt $_FL Binnings t American F A s..rs.Arclay P11 -14 f D"i1i, ➢A-141X-01 I,.''r^:.:".TD lS c Tt1PLT'Ji6 YRD1 T112 -SITH TUS1EA MOOR :R C04Ec �; p OM 67 PaDf 1 C "^ :,?DL 13Y :S0N 3@ILD116 CGJE CO3321J tCE DF4I1E %.xti'lii1C1 rso. 9`I I P.O. Box 630038 2805 N.E. 185th St reef Worn). Florida 33163 (305)931 -2350 line 11..6 1 OF 3 PA -14 SINGLE HUNG VERTICAL ASSEMBLY A J IR Cl. • 1IF. GHT DA il.INifOPEw C (J-4.tCHFJGHT S:L(11 orElx-LYi FR111E 11.1333 1 ',17 = FZ \ED I FAT f7. \7.0 24 9II 7.116 17 l0 631 23 _S q .q 71544 01'2 ' Y1 S•` 7 11 w. 23 41 1.4 11 7(16 12 12 Ii 3.1 2" .ij t: 1:4 12 714 13 L1 7 3.1 3 ) 16 13114 b ■16 ) hi I2.V4 32 ) t3 IS MG 15• 364 1 5.14 I)3# 11 )51 11 11 !:4 )7 7.1 Pt 94 141.4 4) 44 19 14 17 7.14 39 14. 313 43 ax 21 1:•4 21 731 22 IS 314 45 471.1 22 1116 22 114 22 PI 22 ;.. 17 IC. U 3.4 1: 2.7 14 to 716 24 24 20 74 33 531 25 =. ;' : - :S 316 233:1 233.1 ' r 22 IC 7611. )" 75 3 :3 1116 35 IC v_ . :3174 tt A 17 14 27 7.16 21 2:4 `• :434 61 tL -al 17 241 3316 27 29 2534 63 IA :1 1.4 35011-92 27 31 23.33'1 633 (.f 2114 34 Yv16 27 75 :3 77 . 1 Ill E _!s LS 3115.1 2_2 1S,16 45 1'11 )9 3 7) f 73 11v :a 114 17 2 2 :1 ') VI '} :v4 14 -116 -' ?S 11 2:314 43 9012 21 433x 1334 17 11 .q '; 1.16 3_, 12 22314 31 t.1 17 141 331 1N :3 1:4 .50214. 27 31 231.1 65 rol 2X. 131 34 2142 21 53 '_31.4 149 ,. 23 1 :4 54 2162 27 .7 57 23 34 91 I) m 0 Cr) m Iv 03 01 01 <n m FER M.E FYP. b :Q a a • 1 1/4 -6914: Q SECTION }" % P.T. WOOD I3IJCX 3/16' DlA. TAPCON 1 /4 " _1,.13ED. IItt4. 0 1/4" 5-114 SPACE A1AX PART Mt 2 3 4 6 7 x 33 � FRIII FRAM E SILL VENT HEAD VENT SlL1. 3J EETI?:G RAIL 113211 STOP FA LSE GRID FR131E(HORiZ_1 FAL WONT-DA VENT RELEASE LI EEf1NO R-V1. W.T.SP. VENT SILL w.S.T.P. GLASS /7E51 SCREEN FRAME AND VENT SILL SCREW VENT STOP SL'RE\Y FOAM P:1i7 SNAP LAIC H ROU. FORM C,IAZ.Il Ci BEAD 4.11" `I la" STEEL DAR Its "X 5. ST EEL DAR / 3 7Ss G //7// 4 AS P.L'<t•D 2 AS RLQ1) AS REVD 12 2 AS RU71) VERTICAL SECTION BILL OF MA TERIA L Ex ?721`.1'111 V 114Q1L•11:V(] A'1 +1N3£R At41i13ER JL4 7ERJ -fL 1441 1441 -1 • 61161T -3 14s) 1441 -1 6063 T -3 14-36 14 -364 6001 T-5 Hl- RISE VENT 11 EAD 1432 14424 (1113 T - YoA.+Oak \ARIES &aunt PJS IIn+4.1 Dp PJS 14.71 14.712 14-72 14-x• a Ar ENI D AS PER WC( AiIXA51 Dab! 30/27/97 6/t6/98 14 -11 -1 4-70-1 1412 - I 14 -17-1 14- 2 _1124 14-(01 14-1N 14 110 14 - 21� Q L.H C1.04: A Y 0163 T.3 6063 7.5 111.33 T -5 Gird 7 -S NYLON 14110E-1 N11Dti F18ERGIASS STEEL SIEEL. 1'03311150 A14 SIEEL STEEL Pv! [Lug 02 ICA V BE SL' 4351•1111: D 113 11E31 i1RI L••SED I` COCA NC110N 111T11 ITEM 4'a SCE APPROPRIATE TABLES FOR f 1I Kl.N ESS AM.) PST x11' 1' PH ISMS 1 PO1NT x1333 1.Y PT4IS.IS'I% I1SF c71 AFTER 3? 111331E OPT(IstALICA'4DE DSlIiLU.F.O W, ITEMIS: 1 'd233`/1 IN VENT TOP RAIL LAP PLIES TO TABLE 3ONL11 1 4 FR•L \2 E 11 I'! I l NG R - U I. (A? I'Ll ES TO TAME 3 O?11.11 Prot Cabrwyt $_FL Binnings t American F A s..rs.Arclay P11 -14 f D"i1i, ➢A-141X-01 I,.''r^:.:".TD lS c Tt1PLT'Ji6 YRD1 T112 -SITH TUS1EA MOOR :R C04Ec �; p OM 67 PaDf 1 C "^ :,?DL 13Y :S0N 3@ILD116 CGJE CO3321J tCE DF4I1E %.xti'lii1C1 rso. 9`I I P.O. Box 630038 2805 N.E. 185th St reef Worn). Florida 33163 (305)931 -2350 line 11..6 1 OF 3 PA -14 SINGLE HUNG VERTICAL ASSEMBLY A J CJ PA NO. - 1T 11 1 FRAME JAMB 3 VENTIAMB 4 5 6 3 9 IO FALSE ML'NTtN IVERT.) VENT I3OTTO\I GUIDE VENT TOP GUIDE GLASS VENT JAMB WEATHER STRIP VENT HEAD ASSEMBLY SCREW , MEETINO ASSEMBLY SCREW ROLL FORM GL AEG BEAD BLOCK & TACKLE BALANCE OLr.1,471TT AS REQ'D 2 2 2 O 9>> - 1.900' •r HORIZONTAL SECTION BILL OF MATERIAL &'i T R L: S t 0, 1 D 1.4 CN I T V !M MAWR A 1 3 .4faEl? 14 -51 14 -51 -1 BUC IYI.Q J0N— FRAVE 0-S, Li Rrzbt.'TAL S CAN 14 -49 14-38 14 -5013 14-5015 08 -2010 r4 -4003 14 -800? 11 I B- 059 {065 ) 14-2008 ----CUSS '11011i DAYUGNT OPENING L.-1/4" CUSS 9 FYP. - 14 -49-1 14-8 &1 IJ(JCJ( WI n TI! 25 1/2 23 30 33 36 40 44 43 50 52 I'8 . SP L/P0f. L DM TER W. 6063 7.5 6063 T -5 6063 T -5 NYLON NYLON STEEL NYLON ALUM. VARIES NYLON I 1 }"1. JGI1T OPENING VENT fl A.Wlur 4 .cx513o u Pa e+a wumr Apttsr VARIES A",..11 1y P.1S A..taal aye PJS USED 1N CONJUNCTION WITH 11E11/410 3 98 X I" PPHSiIS PILOT POINT 88 X 314" PTHS3IS - B" OPTIONAL (CAN 13E SUBSTITUTED WITH ITEMS 13 fi 4) FI.1 14 3/3 204.1 21 244-3 26 4'S 36 418 40 418 44418 46 4'8 44 518 Dal•, 10/22/97 6/16/99 GLASS 1i71 }TI 15 I/8 21 23I' 25 27 &rem Clw Assroxy Poi Panama' FIXED 15 U8 21 22 112 35 27 33 33 37 37 4f 4I 45 45 47 47 491 -'3 491/28 RE.l1 -ARAS .S4.SN FRAME OPENING 428..11. 1511 +16 19113 21 9116 23 23 1'16 261/2 25 91(6 29 27 9116 31 SI . — 31 -- 33 9116 37 37 9116 91 41 9.16 45 45 9/(6 49 47 9116 5t 49 11 53 It r _B inn ings ! r'American RN C&..t A. r.6�ary: s. 1t PA -14 SINGLE HUNG or•wbg PA- 1 -42 i�'r Cis ■3 C da11:2 1:TIf 1}S[ sets R0 * V11363 t;cE :1St g , K.12 /0 WA min OFF la A P.O. Box 630038 2605 N.E. 185th Street Miami, Florid* 3 31 63 (305)931 -2350 a> . f1 . r ... PA -t 7, 0r 8 HORIZONTAL ASSEMBLY A rJirw Z. art YEN r COtVSTR UCTION Part N&Mr Materiel CaAaireecttare Oeloi(t VCR( Head 6063 T -3 Atom. 60644 T -3 Ahem. Batt loialig Butt loinia& Vent Sil Veit lambs 6063 T -5 Alum. Butt Joining Corner Steel CO < 1 ` phphp p GIAZI U lr.4Tf.RiA1.: _ FYEA THER - STRIPPING FRAME CONSTRUCTION S) &roRa Pert Name Emotion Material Constra clid,' Details • . Head 1 6063 T -3 Afuta. Butt Joining , Sill 6064 T -S Alum. Butt Joining - -� 2 Jambs 0063T-5 Alum. Steel . Hutt Joining . , NI0.1' phphpp Vent Rekase Clip j C GIAZI U lr.4Tf.RiA1.: _ FYEA THER - STRIPPING (la orb?) S) &roRa Dcsripdar Emotion 3 FA, Mu Frame Wooly ik Vent Jamb 1 Snap Latch Flap Army Sill 1 Flap Vttnyl Dust Plug McetinxRA 14eetiirgRacd - -� 2 yen, lamb GIAZI U lr.4Tf.RiA1.: _ I ' Jlikarc! -- ':: -, Z :: l!a irJko tm S) &roRa .!- DOW (5 laalJtfcaf Dino:115 Van-Aro FA, Mu Frame Berns span - Ai* Gk' 2 r- 63 0 6" TVA. 6 2Y7. 1 rl Si 1/0• FRAME O.S.M. 52 1/8' BUCK DM 11,4.1.,.0 en A3 PE• tx[E taut Yf MIES Drove" Tyr PJS A.vxd Dyr 16 1/2 o.C. JMI. PJS soc• 11/22112 °olt: /te /sa 6" rrP. { 6' TYP. 80 FRA7JF O.S.bt- 80 BOCK OM- 1) 341'imt spocinit for fasteners fray the comers is 6" 2}31aximum spicing f fasteoers QC. is 16 17.* 3) Quantities at abt+N a represent minima a lumber • cif faataters. Additional fasteners is acceptable. 41 Window widths and %%in heights on chants abo%e are P. fas etftr analysis. Cheek uir5 manufacturer for a. ailabilty cif product. Binning% Vii-American Pan ' F A ra cr..w was tnae y swLyv d.t t w 145A FU 91..t I S.N. I 'k- 1 A AP230• `J ti C01..17tr v'v V TI Tiff WAN fL2D114 B178':14 CODE OIL FiC :60. ems 6m VIE -914 CfICE ce.yiLtg.a ti ICE o Unto ell- toaj 111 P.O. Box 630038 2805 N.E. 1851h S1rae1 }!Tama, Florida 33163 (305 )931 -2350 I .TA.. Y • s or• B PA -14 SINGLE HUNG CONSTRUCTION ararA.d dunaSre Lune PA- 14DC -D3 &Metes r,e ,/ HARDWARE 1xQxtir __.- __ 1 • Aesripfian . - -- _•, - loc�tro�r�__ -- - a 2 Snap Latch Veat Sili 2 Balances yen, lamb 2 Vent Rekase Clip j Frame lamb 2 . Vent Stop Frame Jamb GLAZING METHOD I. - False Muntin,GridSSstcm -- r- 63 0 6" TVA. 6 2Y7. 1 rl Si 1/0• FRAME O.S.M. 52 1/8' BUCK DM 11,4.1.,.0 en A3 PE• tx[E taut Yf MIES Drove" Tyr PJS A.vxd Dyr 16 1/2 o.C. JMI. PJS soc• 11/22112 °olt: /te /sa 6" rrP. { 6' TYP. 80 FRA7JF O.S.bt- 80 BOCK OM- 1) 341'imt spocinit for fasteners fray the comers is 6" 2}31aximum spicing f fasteoers QC. is 16 17.* 3) Quantities at abt+N a represent minima a lumber • cif faataters. Additional fasteners is acceptable. 41 Window widths and %%in heights on chants abo%e are P. fas etftr analysis. Cheek uir5 manufacturer for a. ailabilty cif product. Binning% Vii-American Pan ' F A ra cr..w was tnae y swLyv d.t t w 145A FU 91..t I S.N. I 'k- 1 A AP230• `J ti C01..17tr v'v V TI Tiff WAN fL2D114 B178':14 CODE OIL FiC :60. ems 6m VIE -914 CfICE ce.yiLtg.a ti ICE o Unto ell- toaj 111 P.O. Box 630038 2805 N.E. 1851h S1rae1 }!Tama, Florida 33163 (305 )931 -2350 I .TA.. Y • s or• B PA -14 SINGLE HUNG CONSTRUCTION ararA.d dunaSre Lune PA- 14DC -D3 &Metes r,e ,/ TABLEff GLASS TYPE RIENFORCE3tENT SEE DRAW (NG Vs 1 3116' ANNEALED NONE PA-14 DC -04 2 3116' TEMPERED NONE PA-14 DC-05 ' 3 3 °16" TEMPERED STEEL PA- 14DC -06 4 DSO 118 "TEMPERED 140NE PA- I4DC -07 5 053 1.8" ANNEALED NONE PA- (4DC -OS 6 S53 32" ANNEALED NONE PA- 14DC -US W t.9 Q 0 Comparative Analysis(Pasitive Loads) Table 1A PA -14 Siagi 11ung \iadix Positi\t Design Loads Based on Corripa'ativeAnalysis with 3116` Ana cakd Glass 'Trop- Structural Test Report: AT 1:0:351-1.01-93 Structural Test Report 44TL :'160.9 Window neigh (inches) 14.000 25.000 28.000 30.000 32.000 36.000 37.375 - 10.000 44.000 41.000 49.625 52.000 53.500 57.000 61.440 • 6933 ' 6433• .6933" ' 6933 •69 33. - 6933- 6 69.33 6933 ` 6933• . 6933- - 69.33 69.33- - 6933 6933• 69.33 69.33 6933 an 6933 6933 6933 69.33 69.33 6933 69.33 An 69.33 6933 6933 6933 6933 6933 69.33 an 6933 an An 69.33 69.33 6933 69.33 69.33 69.33 64.33 6933 6933 6933 69.33 6933 6933 69_+3 69.33 6933 6933 69.33 6933 6933 6933 69.33 6933 69.33 ' 69.33 69.33 6933 69 33 6933 6931 6933 6933 69.33 69.33 69.33 6933 69.33 69.33 69.33 6933 69.33 6933 6933 6933 69.33 69.33 6933 69.33 69.33 69.33 69.33 69.33 69.33 69.33 6933 69.33 6933 69.33 6913 6913 69.33 1031 69.33 69.33 69.33 69.33 69.33 6933 49.33 69.33 6933 6933 6933 69.33 033 69.33 6933 69.33 69.33 69.33 69.33 69.33 6933 69.33 6931'033 6933 6933 6933 6933 69.33 6933 69.31 69.13 69.33 6933 6933 6933 69.33 69.33 69.33 6933 6931 6933 6933 69.33 6933 69.33 69.33 6933 6933 69.33 69.33 6933 0.33 6933 6933 69.33 69.33 69.33 69.33 69.33 69.33 G933 6933 6933 6933 69.13 9 . ' 7 3 6 '3 69.3 69 - t.4 , 3 93.3 6133 6 • 33 69.33 6933 6933 69.33 6933 69.33 _69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.17 69 MI ado* Width • '13125' 24.000 25.500 28.000 30.000 32.009 36.000 40.00 0 44.000 43.000 50.000 c _ c 54.615 68.000 72.000 73.187 69.33 6433 69.33 69.33 6933 69.33 6933 6933 69.33 60.33 69.33 6933 69.33 6933 69.33 6933 . 69.33 69.33 69.33 ,. 6933 6933 69. 33 69.33 69.33 69.33 6933 69.33 69.33 69.33 63.70 69.33 66.95 65.78 68.14 64.05 62.93 61.81 60.95 54.39 62.000 64.000 69.33 6933 69.33 6933 69.33 6933 69.33 6933 69.33 6933 6933 6933 69.33 69.33 69.33 6933 6933 6933 69.33 6933 6933 6933 69.33 6933 67.93 66.91 80.000 6933 6933 6933 6933 6933 6933 633 69.33 68.52 62.43 59.78 57.19 54.4) 76.615 69.33 69.33 69.33 6933 69.33 6933 6933 69.33 69.33 65.39 62.61 59.90 57.00 84 .000 69.33 69.33 6933 69.33 69.33 69.33 69.33 69.33 65.03 59.26 56.74 54.23 51.66 8x.000 90 000 69,33 69.33 69.33 69.33 69.33 6933 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 63.53 66.96 61.1;9 60.43 56.39 55.06 53.99 52.73 51.66 50.41 49.16 43.00 Comparative Analysis(Negative Loads) Table 13 PA-14 5 iu Hung Who:lost hlcgptive Design Loads Based on Coropar ive A a al s is \f>Ylt 3116' Ana eakd Glass Non-- Sttuctur TeslRrpott: AT V0514.01.98 5lnrctural Test Report 1+1 TL 416029 111ndo's \ \idt1 24.000 25.000 28.009 30.000 320013 36.040 37375 40.000 44.000 43.009 49,625 18.125 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 1 - 120.00 - 120.00 24.000 -120.00 •120.00 - 129.00 - 120.00 - 120.00 - 120.00 •120.00 - 120.00 - 120.00 - 120.00 - 120.00 25-009 420.00 - 120.00 - 120.00 - 120.00 - 1 - 120.00 - 120.00 - 120.00 420.00 -120.00 - 120.00 28.000 - 120.04 - 120.00 - 120.00 - 120.00 - 120.00 -120.0C-120.90 - 120.00 -120.00 - 120.00 - 120.00 30.000 -1 •120.00 -120.00 - 120.00 - 12000 - 120.00 -120.00 - 120.00 -120.00 - 120.00 -120.00 32.000 - 120.00 - 120.00 - 120.00 - 121100 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 36.000 - 120.00 - (20.00 - 130.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.09 40.000 -120.00 -120.00 - 120.00 -120.00 - 120.00 - 120.00 -120.00 -120.00 -120.00 -120.00 - 120.00 44.009 -120.0D -120.00 - 120.00 - 120.00 - 120.00 -120.00 -120.00 -120.00 -119.47 - 112.94 - 110.65 48.009 - 120.00 - 120.00 - 120.00 •120.00 - 120.00 - 117.56 - 115.67 - 112.22 - 106-56 - 100.39 -93.21 50,00 0 - 120.00 - 120.00 -120.00 - 113.50 - 115.61 - 110.23 - 103.50 - 105.34 - 100.85 -95.11 -92.99 52,125 - 119.46 - (17.91 -113.49 - 110.73 - 108.10 - 103.14 - 101.61 -93.71 -94.60 -89.42 -37.21 5-1.625 - 110.37 - (03.98 - 105.02 -10154 - 100.17 -95.75 -94.32 -91.70 -86.74 -80.61 -78.51 Window Heigh igh (inches) 52.000 55.500 -120.00 - 120.00 -120.00 - 120.00 - 120.00 •120.00 - 120.00 - 120.00 -120.00 - 120.00 .320.00 - 120.00 - 12000 - 120.00 - 118.03 - 106.52 -9532 -90.16 -84.40 -75.73 - 110.01 -99.23 -90.46 -86.52 -81.03 -72.46 57.000 - 120.09 -120.00 - 120.00 -120.00 - 120.00 - 120.00 - 119.85 - 106.90 -96.47 -87.90 60.000 62.000 -120.00 •120.00 - 120.00 •120.00 - 120.00'•120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 .120.00 - 113.43 - 109.52 - 101.17 -97.69 -91.:1 -88.16 -83.19 -8033 -34.16 .79.66 -76.91 -79.81 46.21 -73.53 -71 26 -69.11 -67.98 iruc+s� u au croE rouirr nraur 64.000 -120.00 - 120.00 - 120.00 -120.00 - 120.00 - 116.59 - 102.46 -91.39 -12.47 -75.15 •• 1.95 -68.84 -65.51 --- t�t 1 PA -14 l COWAN/CI PJS PJS 63.000 - 120.00 - 120.00 - 120.00 - 119.79 - 110.91 -10327 -90.75 -S0.93 -73.05 -66.56 -63.73 -60.98 72.000 • 120.00 -120.00 - 103.09 -92.79 -85.92 -7 9.99 -7030 -62.70 -56.59 -51.56 -4937 -4724 -53.02 -44.95 .lab: 10/22/37 6/16/98 73.137 . 120.00 - 120.00 - 116.09 • 104.49 -96.75 -99.08 -79.17 -70.61 -63.73 -58.06 -55.59 -53.19 -50.62 p,...9 c_,.. CHART fart 76.625 - 120.00 - 114.41 - 106.78 -96.11 -38.99 -32.86 • 72.82 -64.95 -58.62 -53.41 -51.14 •43.93 -46.56 80.000 84.001 - 120.00 •120.00 -93.74 -97.87 417.49 -9135 .73.74 -3122 -72.93 -76.13 -67.19 -70.83 -59.66 -62.29 -53.22 -55.56 -4 8.03 -43.76 •4 3.90 -40.09 -31.15 Binning • 6I American ;.'OTE; \%'rode+s xitlls and .tinclou hcitjh(s as charts bck. ' art fix conparal is a analysis. Clu.i, a ill) ntivturx ks x rot isalabi,h cJ product -50.14 -45.69 -43.75 -41.86 -39.83 33.000 90.000 - 120.00 -120.00 -90.75 - 87.57 -84.71 -81.74 -76.24 -7039 45.73 -57.76 -5131 - 46.50 4237 -4037 -38.81 - 36.94 14;.'4:33 r3 cvan' frill ."F s0 11 MINA 53'9'.11 Cflt* -73 ai•nY,i (Or$ CDSPixiCi 0F11 -63.12 Acr,LYW;CE mcri. J�1. Oct -63.42 - 35.74 -49.72 -44.87 -40.8 -39.15 -37.45 -35.64 / y3 1$5 G //7/9,0 P.O. Box 530038 2805 N.E. 185th Streal blioml, Florido 33163 (305)931 -2350 SA..4 ©4 B PA -14 SINGLE HUNG COMPARATIVE ANALYSIS e..-.4.* r,...r PA -14DC- 041 A W Vin dew 11 Window IieIght(iackcs) 24.000 25.000 28.000 30.000 32.000 36.000 37375 40.000 44.000 43000 49.625 52.000 55.500 57.000 60.000 62.000 64.000 68.000 72.000 73.137 10.125 - 120.00 - 120.00 420.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 .-1' 0 420.00 - 120.00 420.00 - 120.00 - 120.00 -120.00 - 120.00 24.000 - 120.00 - 120.00 :• 139.00 -120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 -120.00 - 120.00 - 120.00 •120.00 420.00 •120.00' -120.00 -120.00 - 120.00 25.5Q0- ;120.00 •110.00 420.09,- 120.00 - 120.00 - 120.00 420.00 - 120.00 - 120.00 - 120.00 420.00 - 120.00 • - 120.00 420.00 - 120.00 - 120.00 -120.00020.00 69.33 23.000 30.000 - 120.00 •1 - 120.00 - 120,00 - 120.00`- 120.00 - 120.00 -120.00 4211.00 - 120.00 - 120.00 - 120.00 - 120.00 -120.00 •12000 - 120.00 420.00 - 120.00 - 120.00 - 120.00 - 120.011 -120.00 - 120.00 - 120.00 420.00 - 120.00 - 120.00 - 120.00 - 120.00 -120.00 - 120.00 - 120.00 - 120.00 -120.00 - 120.00 - 120.00 - 120.00 - 120.00'- )20.00 32.000 = )20,00 120.00 - ?20.00 69.33 - 120.00` - 120.00 - 120.00 420.00 •120.00'' =120.00 - 120.00 = 120.00 - 120.00 - 120.00 - 120.00 - 120.00'•120.00 69.33 - 120.00 -120.00 - 120.00 - 103.01 -93.73 36.000 • 120.00 • )20.00 420.00 -120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 420.00 - 120.00 - 120.00 •120.00 j- 120.00 •106.14 - 120.00 - 104.06 - 117.94 - 102.06 - 113.40 -93.23 - 109.20 -94.77 411.000 - 120.00 - 120.00'- 120;00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 420.00 - 119.74 - 117.52 - 114.62 - 110.99 - 109.43 44.000 - 120.00 - 120.00 - 120.00 -12000 - 120.00 - 120.00 - 118.58 - 114.81 409.65 - 104.77 - 102.6 -1 -1.83 -96.23 -94.90 -92.49 -91.03 - 89.35 - 56.16 -83.13 -8234 48.000 - 120.00 - 120.00 - 116.39 - 113.40 - 1(0.37 - 105.30 - 10160 - 109.51 -96.11 -92.14 - 90.60 -83.42 -81.97 -8165 -31.28 -79.86 -78.58 -70.25 -73.7( -72.91 50.000 - 111.75 - 113.22 - 103.36 - 106.14 - 103.55 -93.74 -97.18 -9433 -90.33 -86.65 -85.23 -3125 -30.26 .78.97 -76.63 -75.23 .73.96 -71.71 -69.60 -63.9; 52.125 •107.00,- 105.61 - 101.66 - 99.13 , -96.82 -93.43 -91.01 .88.42 -34.71 -81.10 -79.11 -76.56 -73.50 -72. - 70.46 - 69.35 -63.36 -66.63 -6531 -65.00 , % 1adaw Width ► indow tle &(Inches) 2 -1.000 25.000 28.000 30.000 32.000 36.000 37373 10.000 44.000 - 13.000 49.625 52.000 55.500 57.000 60.000 62.000'61.000 68.000 72.000 73,137 18.125 69 6933 69.33 69.33 69.33 69.33 69.33 69.33 69.33 6933 6933 6933 69.33 69.33 69.33 69.33 69.33 69.33 69.33 24.000 69.33 69.33 69.33 69.33 6933 69.33 69.33 69.33 69.33 6933 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 25.500 6933 69.33 69.33 69.33 6933 69.33 69.33 69.33 69.33 69.33 69.33 6933 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 28.000 69.33 6933 69.33 6933 69.33 '69.33 6933 69.33 69.33 69.33 6933 6933 69.33 69.33 6933 69.33 6933 69.33 69.33 69.33 30.000 69.33 6933 69.33 6933 69.33 69.33 69.33 6933 6933 69.33 6933 69.33 69.33 . 69.33 69.33 69.33 69.33 69.33 6933 69.33 32.004.:6933..6933. 69.33 69.33 69.33 69.33 69.33 69.33 6933 6933 6933 69.33 6933 69.33 69.33 69.33 69.33 69.33 6933 69.33 36.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 6933 69.33 69.33 69.33 69.33 69.33 69.33 69.33 6933 69.33 6933 40.000 6933 69.33 69.33 6933 6933 69.33 6933 69.33 69.33 69.33 69.33 69.33 69.33 6933 69_33 69.33 69.33 6933 69.33 69.33 44.000 6933 69.33 69.33 69.33 69.33 69.33 6433 6933 69.33 69.33 69.33 69.33 6933 69.33 69.33 69.33 69.33 69.33 69.33 69.33 _ 43.000 69.33 6933 69.33 69.33 69.33 , 69.33 69.33 6933 6933 69.33 69.33 6933 69.33 69.33 6933 6933 69.33 69.33 63.04 67.37 50.000 6933 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 6933 69.33 6933 6933 63?7 66.20 64.25 63.63 32.125 69.33 69.33 6933 69.33 6933 69.33 69.33 69.33 69.33 6933 6933 6933 67.83 66.82 65.04 64.01 63.10 61.55 60.32 60.00 TABLES GLASS TYPE E9.?FORCE1.1ENT SE1sDRAW LNG r, 1 3116• ANNEALED NONE PA- 11DC -U4 3/16" TEM PEREO NONE PA- 1-IDC -0ti 3 3116' TEM PERE) STEEL PA- IIDC -O6 1 D$11 I /1` TE NONE PA- IIDC -11 t DS81'1' ANNEALED NONC PA- I1DC-iIS 6 _ SSD 3/)2" ANNEALED , NONE PA- I4DC - 0a In 0 U) Z Comparative Ana!sis(Positive Loads) Table 24 PA- 14Stugle Hung Window Positive Dcsiga Loads Basal on • Concit:ative Analysis with 3J16" Trxtpere4 :4611-- Stiitdural Test (1c-pat: ATL40514.01 -98 S tructural Test Rep ATL 010 t 02 -97R Comparative Analysis (Negative Loads) Table 2B PA-14 Single Hung Window Negative Design Loads - 4-vrayc °ti - `t4on-- Structural Test Report: ATM/514.01 -98 Stn ural Test Report AIL 0401.02 -97R i k p !s rat 6vi CLANIY MAST Ow _* OA PJS or PJS NA. 10 22 97 6/56/90 1 - 13innings rFcan . A CHART J - -- NOTE Window *)drb! and aindooc hd Ji s cm charts bay.% art for conparaihr sis Check uithi 1uElc Ca avatllabi1ty ofpr dud. APPI!CY "chi 163 c:. 'tY:9t er<TI 1! ;mot 1 =aa. CM% 007E14, � sr _ FFa"9 to Su7 ma 0.4 Cir a c::F.44 - E o . Actipuivt x347- on D9 t ts, P.D. Box 630033 2805 N.E. 185th 51ree( 1.0om1, Florida 33163 (305)931 -2350 �r.oe , 1 A-I+ if C00.Y?.A .L_f sn..s S d 0 PA -14 SINGLE HUNG COMPARATIVE ANALYSIS p_a.1 dkmi.n Savinr Plumb on PA 140C - O5 c.L4r 1.4 wiz A } Window W Window He g ght(inches) 24,000 2 25.000 2 28.000 3 30,000 3 31.000 36.000 3 31.375 4 40.000 4 44.000 4 43.000 4 49.625 5 52.000 5 5.500' 5 57.000' 6 60.000 6 62.000 6 64.000 6 68.000 7 72.000 7 73,187 18.125 6 69 33 6 69.33 6 6933 6 6933 6 69.33 6 69.33 6 69.33 6 6933 6 69.33 6 69.33 6 69.33 6933 6 6933 6 6933 6 6933 6 69.33 6 6933 6 6933 6 6933 6 69.33 24.000 6 6933 6 69.33 6 6913 6 69.33 6 6933 6 69.33 6 69.33 6 6933 6 6933 6 69.33 6 69.33 • 6 69,33 6 69.33 6 6933 ' ' 69.33 6 64.33 6 6933 6 6933 6 69.33 6 69.33 25 500 6 69.33 6 69.33 6 69.33 6 6933 6 6933 6 6933 6 69.33 6 69.33 6 6933 69.33 6933 _ _69.33 6 69.33 6 69.33 6 69.33 6 6933 6 69.33 6 6933 6 6933 6 6933 28.000 6 69.33 6 69.33 6 69.33 6 69.33 6 69.33 6 69.33 6 6933 6 69.33 6 69.33 6 69.33 6 6933 6 69.33 6 69.33 6 69.33 6 69.33 6 6933 6 69.33 6 6933 6 69.33 6 6933 6933 6 6933 6 6933 6 69.33 6 69.33 6 6933 6 69.33 6933 69.33 36.000 6 6933 6 69.33 - -69.33 6 6933 _ _ 6933 6 69.33 6 6933 6 6933 6 6933 6 69.33 6 69.33 6 69.33 6 69.33 6 6933 6 6933 6 6933 6 6933 6 6933 6 69.33 6 6933 40.000 6 69.33 6 6933 6 69.33 6 69.33 6 6933 6 6933 6 6933 6 69.33 6 69.33 6 69.33 6 69.33 6 69.33 6 69.33 6 69.33 6 6933 . . 6933 6 69.33 6 6933 6 6931 6 6933 44.000 6 6933 6 6913 6 6933 6 69.33 6 6933 6 6933 6 6933 6 6933 6 69.33 6 6933 6 69.33 6 6933 6 6933 6 6933_ _ _69.33 6 69.33 6 6933 6 69.33 6 69.33 6 69.33 48.000 6 6933 6 69.33 6 69.33 6 6933 6 69.33 6 69.33 6 6933 6 6933 6 69.33 6 69.33 6 69.33 6 6933 6 6933 6 6933 6 69 -33 6 69.33 6 6933 6 69.33 6 68.04 6 67.37 50.000 6 6933 6 69.33 6 6933 6 6933 6 69.33 6 69.33 6 69.33 6 6913 6 6933 6 6933 6 69.33 6 69.33 6 6933 6 69.33 6 6933 6 6933 6 68.27 6 66.20 6 64.25 6 63.63 52.125 6 69.33 6 69.33 6 6933 6 6933 6 69.33. 6 69.33 6 69.33 6 69.33 . . 6933 6 69.33 6 6933 6 69.33 6 67.84 6 66.82. 6 65.04 6 61.01 6 63.10 6 6155 6 6033. 6 60.00 art ATL0401 03.9711 - Comparative Analylis (1'egatllve ad} Table 38 PA 13 Sinate Blot SWindory Negative Dtsl i Loads 1t Nat-- Structural Tes (Report: ATt50514.01 93 - Sfrvciisi'ai Test Reparl ATL0401.03 -97R 'Window S11dth 24.000 S. .e ♦.•• • 25.500 24!.000 30.000 32.000 36.000 40.000 44.000 48.000 50.000 52.125 - 120.00 120.00 -120.00 - 120.00 -120.00 • 1_20.09 -120.00 - 120.00 - 120.00 -120.00 - 120.00 - 120.00 410.00 P - 130.00 36.000 37375 40.000 44.000 - 120.00 - 120.00 - 120.00 - 120.00 18.125 - 120.00 - 120.00 24.000 - 120.00 - 120.00 - 120.00 - 120.00 • 120.00 -1 20.00 - 120.00 - 120.00 - 220.00 - 120.00 •120.00 - 120.00 - 120.00 - 120.00 25.000 • 120.00 - 120. 120.00 -1 - 120.0 - 120.00 - 120.00 - 120.00 23,000 - 120.00 -120.00 •120.00 - 120.00 -1:20.00 - 120.00 - 120.00 -120.00 •120.00 - 120.00 - F20.00 •120.00 - 120.00 -120 30.000 32.000 • 1 20.00 - 120.00 - 120.00 - 120.00 -120.00 - 120.00 - 120.00 Window 1{e ght(inches) 48.000 49.625 52.000 55.500 57.000 60.000 62.000 6-1-600 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 •120.00 -120..00 - 120.00 - 120.00 •120.00 - 120.00 420.00 -110.00 •120.00 120.00 120.00`- 120.00 -120.00 - 120.00 - 120.00 - 120.00 - 120.00 •120.00f420.00 •120.00 -120.00 -120.00 - 120.00 - 120.00 120.00 - 120.00 - 120.00 - 120.00 -120.00 - 120.00 - 120.00.120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 68.000 72.000 7.3.187 - 120.00 - 120.00 - 120.00 - 120.00 - 220.00 120.00 • 130.00 - 120.00 420.00 - 120.00 -1 20.00 -120.00%120.00 -120.00 - 120.00 420.00 -120.00 - 120.00 - 120.00 - 120.00 -120.00i-120.00 - 120.00 - 120.00 - 120.00 •120.00 - 120.00 - 120.00 - [20.00 - 120.00 - 120.00 - 120.00 - 120.00 -120.00 - 120.00 • 120.00 - 120.00 420.00 -120.00 -120.00 -120.00 - 120.00 420.00 - 120.00 - 130.00 - 120.00 420.00 - 120.09 - 118.33 - 113.40 - 111.51 - 120.00 - 120.00 - 120.00 - 119.61 - 116.12 - 111.18 - 106.64 - 104.90 - 120.00 419.17 413.76 -1[2.01 - 108.83=10429 -99.82 -97.36 -94.22 -90.36 -39.09 -86.72 -55.35 -84.13 -82.07 -30.42 .-80.00 - 12.0.00 .120.00 420.00 -120.00 - 110.00 - 120.00 - 120.00 420.00 •110.00 - 120.00 - 120.00 - 120.00 - 129.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 -120.00 -120.00 - 120.00 116.64 - 115.42 - 120.00 418.46 - 116.80 - 113.83 - 112.04 - 109.96 •106.04 10238 - 101.14 -108.83 - 104.58 - 102.96 - 100.03 -93.29 -96.71 -93.85 -90.72 - 89.83 -(02.46 -98.79 -91.20 -9432 -92.60 -91.02 -88.26 45.66 -84.84 TABLE I 2 3 4 5 C 1AsS TYPE 311E ANNEALED 3116' TEMPERED 3/46' 1J MPCRED 968 I1a" TEMPERED D513 In" ANNEALED S'S0 3l3Y ANNEALED RIE.\F0t2CE3IE T NONE STEEL WCI E NONE ;ONE SEE DRAWING rs PA- 1400411 PA -i IOC-05 PA ,140C-b6 PA- 14DCfi7 PA- L40C -o PA- l.DC -u7I 1 �-r�[YSFD is ►f11 Wi[ Cau'Q4 PECWS P,.a ha PJS PJS Cohn 10/22/22 Saw 6 /1Wm 1 Binning& > American IA AVO1• M irdv« stir hs and ni n6o.q heig on hurts taller arc for comparative ands sit. Chock n6 k manufacture.- fur atiaiabrlty of prolua. 1....c.. )6.1.,3.e 73, D3:11.fk•3 TL•i :lam atikt b1Etms if 151 :cci sc' tr3.q 1- 1021.09 4 1/7/1, r. l: PA- 1400 - P.O Box 630038 2805 N.E. 185th 51ree! 11oin4,- Florida'; 33163 (305)931 -2350 ar r Lf 1 M C>de R.[ •'if 6irSi PAS 14 Th"4 PA -14 SINGLE HUNG COMPARATIVE ANALYSIS rC rem Lw.• A 1lindkvl 1lidtb Window Ileight(inches) 24.000 25.000 23.000 30.000 32.000 36.000 37.375 40.000 44.000 43.000 49.625 53.000 55.540 57.000 60.000 61000 63.000 68,000 72.000 73.187 18.115 69.33 1 69.33 69.33 69.33 6933 69.33 69.33 69.33 6933 6933 6933 64.33 69.33 6933 6933 6933 6933 69.33 69.33 6933 24.000 69.33 69.33 6933 69.33 6933 69.33 6933 69.33 69.33 69.33 6933 69.33 6933 6933 69.33 6933 6933 6933 69.33 6933 25.500 69.33 69.33 6933 6933 69.33 69.33 69.33 6933 69.33 69,33 6933 69.33 6933 6933 6933 69.33 69.33 6933 69.33 69.33 28.000 6933 69.33 69.33 69.33 6933 69.33 69.33. 69.33 69.33 19.33 69.33 69.33 69.33 6933 6933 6933 69.33 69.33 6933 69.33 30.000 6933 69.33 6933 69.33 6933 6933 69.33 69.33 69.33 £6933 69.33 69.33 69.33 69.33 6933 69.33 6933 69.33 6933 69.33 32.000 6933 69.33 69.33 69.33 69.33 69.33 6933 6433 69.33 6933 69 33 6933 69.33 69.33 69.33 6933 6933 6933 69.33 6933 36.000 69.33 6933 69.33 6933 69.33 6933 6933 69.33 69.33 69.33 69.33 6933 6933 6933 6933 69.33 69.33 6933 69 33 69.33 40.000 6933 ' 69.33 6933 69.33 6933 69.33 69.33 69.33 6933 69.33 6933 6933 69.33 69.33 6933 69.33 6933 69.33 69.33 6433 44.000 6933 69.33 6933 69.33 69.33 69.33 6933 6933 6933 6933 69.33 6933 69.33 69.33 69.33 6933 69.33 69 33 69.33 6933 48.000 69.33 69.33 69.33 6933 69.33 6933 6933 69.33 69.33 6933 6933 69.33 69.33 69.33 69.33 6933 6933 6933 63.03 67.37 50.000 69.33 6933 69.33 69.33 69.33 69.33 6933 6933 69.33 69.33 69,33 6933 . 6933 6933 6933 69.33 63.27 66?0 64.25 6343 52.125 6933 , 6933 6933 69.33 6933 69.33 69.33 69.33 6933 6933 69.33 6933 67.84 66.82 65.04 6491 63:10 61.55 6032 60.00 TABLE3 GLASS TYPE WEN ° SEE DRAWL %Jr: 1 N16' ANNEALED NONE PA- tUOC4N 2 - 3:16 TEMPERED NONE FA-14 DC-u5 3 316 TEMPERED STEEL PA- I -WC-14 -1 Dal I IS' TEMPERED NONE PA- 1413C-trl 5 I DSDIirANNEALED NONE' PA- 14DC {i4 6 Mil T.' }3' ANNEALED NONE _ P A- 140C.1t w C4 1 / Comparative Analysis (Positive Loads) Table 41 PA-14 Single Hung llindow Positise Design Loads Based on Comparative Analysis with DSB 118 Tempered • Nar- Stn[dxdtal Test Reptx►: AT LJ 0514.01 -93 &focituaI Tht Report MTLJl166 i0 b11ut A Comparative Analysis(Negative Loads) Table 413 P.1 il Single Hung Window Negatil Drsio Loads ' 14 St ructural Test Report: AT1ft051 #.01 -98 5tructtxal Test Report M TLR I66I O Unst A 24.000 255.000 28.000 30.000 32.000 36.000 37375'40.000 420.00 - 120.00 - 110.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 -120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 •120.004- 120.00 - 120.00 •120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 •120.00 - 120.00 - 120.00 - 110.00 - 120.00 - 120.00. 120.00 - 120.00 -120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 •120.00- I20.00 - 120.00 11iJdOW Width 18.125 24.000 25.500 28.009 30.000 32.000 36.000 40.000 44.000 43.000 50.000 52.125 - 120.00 420.00 • 109.16 -94.50 -83.27 -32.31 - 120.00 - 120.00 -10737 -93.21 -37.09 -81.24 - 120.00 - 110.00 - 103.09 -39.53 - 33.74 -73.20 - 120.00 - 120.00 - 120.00 - 116.61,413.40 - 107.43 - 100.31 -97.67 -92.78 -S7.23 -85.05 -81.00 -81.65 -79.66 -75.95 -7629 -74.48 -71.10 - 120.00 - 119.03 - 105.52 •102.06 -91.21 -3336 -79.70 -7132 -74.76 -72.58 -70.01 -68.01 Window Ite ght(inches) 44.000 48.000 49.625 51000 55.500 57.000 60.1100 62.000 64.000'68.000 71000 73.137 - 120.00 - 120.00 -120.00 - 120.00 - 120.00 -120.00 - 120.00 -120.00 -120.00 -120.00 -120.00 - 120.00 •120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00, - 120.00- 120.00 - 120.00 - 120.00 -120.00 - 120.00 - 120.00 - 120.00 -1 20.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 -120.00 - 120.00 - )20.00- 120.00 - 120.00 - 120.00 - 120.00 -120.00 - 120.00 - 120.00- 120.00 - 116.61 - 115.27 - 120.00 - 120.00 - 120.00- )20.00 •120.00 - 120.00 - 120.00 - 118.33 - 115.81 - 111.09 - 1063. - 105.50 - 120.00 - 120.00 - 120.00 - 120.00 - 116.64 - 114.68 - 110.94 -10858 - I06.31 - 102.06 -98.14 -97.03 -11L54-107.46-105.7J - 103.09 99.15 -91.55 -9-150 -92.57 -90.72 - 8723 -34.00 -83.09 -97.01 -92.11 -90.40 -88.17 -8538 -84.17 - 81.65 -30.05 -73.51 -75.60 -72.90 - 72.14 -84.35 -80.59 -78.96 -76.79 -74.01 -73.00 ' -71.14 - 70.02 -68.73 -66.27 -63.99 -6334 -73.96 -70.83 - 69.70 - 68.02 -6536 -64.35 -6 - 61.43 -60.44 -58.66 -56.70 -56.15 -69A9 - 66.65 -65.56 - 64.04 -61.74 -60.75 -53.95 -57.87 -56.39 -55.16 -5334 -53.02 - 65.13 -62.39 -60.85 -58.89 • -56.54 -55.63 -54,20 -53,35 -52.53 -51.29 -50.26 -50.00 YNEKYE +6 PM OM tAN+Y MECUM /.W% 1 PJs a..4.14 Phe P JS Done 14/22/97 Dws. 6/16/9B poe1 AWnE -n Binnings I A... `m.. Ip Cd NRY MITE - 11 nid[hs aid niodv+• hci4i s on charts below art fa oonparti dr anal sis. Check +Aida nun fatu fa atdlabk o p f proJud. • Etic..s JP,.' 5 .�iR Jrr347tp r3 0.:dttY3t s.:TE Tti x"111 , 1:x;11 to MSG CON eY _ R 1�1 pOE.:: - •.1' WI i.:3 : ct ar+rx ;zct arm 4,02tI o. 7- :,4./Voi d.Y PA-14 ; COUP /j / :5 P.0 Box 630038 2805 K.E. 1651h Strati M1am1, Florida 33163 (305)931 -2350 7a PA -14 SINGLE HUNG COMPARATIVE ANALYSIS I D.axdly /Amt. . PA 14DC - 07 I aNibw A \litdow Illdth , , \l•indoit( Ire lgh1(inehes) 2 -L000 - 25.00. 18.004 30.004 32-000 36.001) 37375 40.000 4 -1.000 48.000 19.625 52.000 55.500 57.000 60.000 42.000 18.125 69.33 ; 6933 6933 69.33 6933 69.33 6933 69.33 69.33 6913 6933 69.33 69.33 69.33 6933 6933 24.000 69.33 6933 69.33 69.33 6933 69.33 69.33 6933 6933 69.33 6913 6933 6933 6933 6933 6933 25 500 6933 6933 6933 6933 6933 - 69.33 69.33 69.33 69.33 69 33 69,33 6933 69.33 69.33 6933 69_13 29.000' 6933 ' 6933 6933 6931 6933 69.33 6931 69.33 69.33 6933 6933 69.33 69.33 6933 69.33 6933 30.000 69.33. 6933 69.33 6933 6933 69.33 69.33 69.33 69.33 6933 6933 6933 6933 69.33 6933 69.:3 69.13 69.33 32.000 6933 69.33 69.33 69.33 6933 69.33 69.33 6933 69.33 69.33 6933 69.33 69.33 69.33 36.000 69.3 6133 69. 69.33 6933 6933 69.33 69.33 69.33 6933 033 69.33 6 1.33 69.33 6933 6933 %%indoss Width Window Ifc ght( inches) 24.000 -000 28.000 30.000 32.000 36.000 37.375 40.000 44_000 43.000 49.625 52.000 55.500 37.0110 60.000 62.000 - 120.00 19.125 -120.00 - 120.00 - 120.00 •120 -00 - 120.00 - 120.00 •124.00 -120.00 •120.00 - 120.00 •120.00 - 120.00 - 120.00 - 120.00 - 120.00 24.000 - 1.4:00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120 -00 -120.00 •120.00. 117,74 - 113.86 - 107.93 - 100.61 -97.76 -92.53 - 3935 25.500 - 120.00 -120.00 - 120.00 •120.00 •120.00 - 120.00- 130.00 - 120.00 120.00 - 109.90 - 10638 - 100.75 -93.91 -91.25 -8637 -83.40 28.000 - 120.00 420.00 - 120.00 - 120.00 •120.00 •120.00 -120.00 •108 -80 -98.92 •95.66 -90.68 -84.53 -8114 -77.75 •75.07 30.000 - 120.00 - 420.00 - 120.00 - 120.00 -120.00 - 120 -00 - 120.00 -111.93 - 100.75 -91.60 -83.58 -33.93 -73-28 ' -76.07 -72.00 -69.52 32.000, - 120.00 •020.00, •120.00 - 120.00 •119.89 - 120.00 -11190 - 120.00 -107.05 - 117.23 -98.13 - 112.83 -93.80 - 204.22 -91-60 .93.81 - 82.45 -8519 -74-97 -8293 -78.19 42 - 50' - 6333 •72.89 -64.07 -70-33 -6156 -67.04 -58.93 -64.73 -59.09 36.000 - (20.00 llladow \liclrh Win Am Ileigftt(inches) 37.375' 24.000 23.000 23.000 30.000 32.000 36.000 13.125 6933 692.3 s 69,33 6933 69.33 69.33 6933 24.000 69.33 69.33 69.33 6933 69)3 6933 6933 13.500 6933 69.33 69.33 69.33 6933 6933 69.33 21.000 69.33 6933 69.33 6933 69.33 69.33 6913 30.000 6933 6933 6933 6 6933 69_11 69.33 32.000 6933 69)3 69.33 6933 69.33 6933 69.33 36.000 6933 69.33 69.33 6133 69-33 69.33 6930 \kiikslen- \\1dtb \1'indowHei lt(inehes) 25.000 23.000 28.000 34.000 32-000 36.000 37.375 13,125 - 130.00 •120.00 - 120.00 - 120.00 420.00, -12000 - 120.00 24.000 -120.00 - 120.00 •120.00 - 120.00 420.00 - 113.95 - 109.66 23.500 -120.00 - 12090 - 120.00 - 120.00 - 120.00 - 106.35 - 102.36 29.000 -120.00 -120.00 -120.00 -117.80 -10939 -95.73 -92.13 30.000 - 120 -00 - 120.00 .113.16 - 109.03 101.29 -88.64 -85.31 32.000 - 121100 - 120.00 -103.26 -110.02 •101.56 -96.69 1039.26 -9431 -8119 -82.5-1 -7154 -79.44 -69333 36.000 - 110.06 TAB LE 0 C LASS 1 'VP E RIE1\FORCE111ENT SEE DRAWING I`s 1 3:16 "ANNE,LED - NONE PA- €4DC -04 2 :1116' TEMPERED NONE PA- 140C -05 3 3416 TEMPERED STEEL PA- 140C -06 4 • DSBil}!" Too FIRED NONE PA- 11DC -o1 t DSB »B' ANNEAL} D NONE PA- 140C -UI 6 , SS03.32 " ANN EALEO !.'ONE PA -14 DC -011 N 0 L Comparative Analysis(Positive Loads) Table 5% PA-14 Sirgte Ili og\liadais Positive Design Loads Based ow t iiveAealysis dih03131:3'Annealed Noa -- Structural Test Report: ATL= 0311 -01 -93 Structural Test Report 1.171416610 1.001 11 Comparative Ailatysis(Negative Loads) Table 5 11 P:\ -14 Si ngle €fung Minden. :Vega rise Design !.nails Ilasedou ComparatiVe Amity sis wit DS I+8" Aiwrakd trii 'Siltlttitt'si'St •\vll. Wirkk ►• sk s 3rni scicxb rlrel4ss or; B Nlax ale fig woyrinK am* sis- (3uck nundai uFa ('r radii-by ofprodun. PJS A..4.d hot PJS Comparative Analysis(Positive Loads) ratite 6A PA -14 llrsgMadam Posirist Dtsign Loads 13J 6 4 . 4 o„ Comp are ;e Analysis with SSB 3132' Annealed Not-Structural Test Repcct: kITLd16029 Siam mad Test Report h17 L2 16610 Lion C Comparative Ana lys is (Nega tike Loads) Table 613 PA-14 Single 11umg11indose Neville DesiY7r leads Non-Sir: ite4 Test Report: MT1816029 Stnici Ira( Test Rep ert M T Lf 16610 L'nit C 4eEntll AS P•X MD[ COUSIN PCarE4 17.r 14/22/9 Sew 6/16/58 � Binnings D 1r I f American Pros cJwe CHART Part CWu PA-140C- 081 AP CY_-0 13 C7.47C6.4: rrTU 111E S0l011 H.'1i1 StILTA1 000f ac ' is t< ril"Huoru •- 1 4 83;44,.; Lyif S00Plr.34CE r }Cl r. airA)JCE,4054`?- f ; ?1.4°1 P.O. Box 630038 2805 N.E. 165th Street Worn!, Florida 33163 (31)5)931 -2350 `fYn[ C.hpsry eoi../Yod.! ts-.►' Al -ne - 1 SH ! PA -14 1 CO.1PJJ M.1 8 of 8 PA -14 SINGLE HUNG COMPARATIVE ANALYSIS ft.-.t.4... !rare