Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
PLANS
0 i 0 1 0 '.0. t_ r --_ _J 1 0 l ,__i. � ,>> __ rft1 tf giro t..,€"<%1 / z)1.Am '4 ,( lo `'l \' 1 Cry 4IL rt l__- 1 ° x "0 C F rU vv/ 2 c G,.r A. L LI ext 691 eats VI A 120 r 1 FOUNDATION PLAN O ast tC• G +) 6' 6tit 61. C4 104 Y\ ta 60Ve Pr \v� /2) wj �, rep, c c ' - iAM yt'� 1'� & it 't•+ ga \°'Pf \`°\ ) 1 1c/OC- 5--< 11-0 4?-1N-0 (60-040 --v30 ‹Ac),\>f ts0, cd g _ 111 A � f •.: STAIR SECTION 4 ., SECTIO n L,PAIV Q./ r " - —___. - r /A r C, `) S V). I 1t • x ._.�...+ T R � • �G,cS.Lfs• t1e 4.. `/ le,/10 ■l\/', /A (' to 04V 10 16 " e' 11/4IG, Pres, u/ (b 6 ea-ti , • I d X I ex," cc+'JJG . rr . /2 02 e:61-1 SITE PLAN N isEtAlit rtax:t04.TRAr..44 PAPER No. tad A.zeX34 '1 Savielaiste =Elm rev4 0 5 rf0 N,r��pS�sRE r �a1 rc, t .'.1'(t; M 3 /916 ('rr)ETI( Ut:,� t io,1; :: J". OF 121') All that part Q Lots 1 and 2,` Block 85. HXAMI ti0 3 Section 3,- acco ,ding to the plat thereof as recorded Plat Book 10,' 44, Page 47, of the Public R ecord _ °Dade County, Florida lorida lying Fast, Of .the followin9„descrbe4 lino: zt_ From a point on 15.00 feet Last Southerly 100.6 lying 82.12 fee Lot 2. Ck; RTI FIcATIQN cre hereby certif the above proj,er knowledge and be direction. Hirt • _.. ' 5.54 SKETCH OF SLIMY I Northwest North fi of 1 for a 4stanc o � of the corner of sail Lot li run feet to a poi on the South lisle of Lot. 2, . rast of the southwest corner o Said' that the attached "3KFTCi OF aURVIY" of y is true and correct to the best of our ief as recently surveyed under our Uas ul C:. Fortin, Vi :e pro t46ht ; Profeesional Land 3'lxv:17oc` state of Florida r;e . .1353' "270'T VALID UNLEs 4 it'' La' i•. . k1ciNfO 44 ft f ; S81 /!. E. 91 Si .' - ,_ .. r ,■''''-:::,-,J,---2i:•,•.::.--. 771, • .. , !:. 1 ., c- f .: ' • • _. .s. ss, ."1 . .7's's.s. , ••■ss. ••••■ , - c 1.1 7.2 z 7 .?,1 rts. x , . _ 4 . PrP$ 2 1 :.) - g ;."-•; _ it/ c•e-: - irce.4 P :Jiro deg" , • • ‹,•••/.11* 4`50,4frt 4- r$ d El 1 / 41 , - , •■■ 's 4,-0 • 41. /T s' -* `- (96 • .-7--Y J.-Are:3 s' • 0/RAR,, • . Fidetb,G: 4 4 7 - 1 f / ��'',4 5; /1/ / d / l /4 a(.''COrc/ I(':ts c9 / // /dell / /t , =f 1 I'�!af;:'i },f_'f / f /./?, 0 , � f1f'" /rr.//e f //1 IA Tv/i,‹ r /,? alt - i :P fc /. 0rf 40 if . 14 s- /JJLI:11.; . /':'f s .ass' 3 r /ly • f,e .-a r f 41% '. # ' (Vp; ,'14'4 9 . `. • 3,'a " {'13' / ,s .454. LIS SAIp / /i a!t i .+ • :. 4 f Y 1 ( j ' ,, P_ p4+ \ -' 1 i 1 A! 4 tri 1 r : • -01••••■• 1.0., 00 , . , ,.`"•,,—•••••••,•••,•••.•••• **-""' 0 "0. , ) • • 4 --", t • ; ; ' * .•; Fro cf'r a LARGE I4I5SL1= IMPACT W)/JDOVIIS C11.j1I;'C 5/76(.350) LAUll,'ATED W /1N7ERLAYER (7 /B ANNEAL ED/ 090 FILL!/ 1/8 ANN ) COIvI1SIJ RAT IOIJ5: XO or 0 .) DESIGN PRESSURE RATING 75 P.S.F., -75 P.S.F. ANCHOR Mk/ > 0 3/4 - FROM EACH MAX. 6 3/" FR 01.4 EACH 2 ANC HORS 4 ' APART 4 - MAC'. ,:PACING AT HEAD c4 MAX. SPACING AT JAMBS: ) SHUTTER REOUIRE1.4£N7. IJO SHUTTERS REQUIRED ) REFERENCE TEST REPORT: FTL -1969 15" MAX. ON CENTER TYP. HEAD de SILL X 4.000 -- CORNER (HEAD de SILL) CORNER (JAMBS) FROM EACH A4EE7ING RAIL SILL: 15. 000 72.500 74.000 --- -- 4.000 1.( EE771Y R2JL ELEVATION ITEM FLANGE FRAME JAMB (Alurn. 6063-T5 612225 2 FIXED MEE7JNG RAIL (Alum. 6063 -T5) 612228 3 SASH MEL IING RAIL (AJunm). 6063 -T5) 612229 4 SASH SIDE RAIL (Alurrl. 6063 -75) 16 72220 GLAZING BEAD (Alum. 6063 -T5) 16,534 571 WINDLOAD ADAPTER (Alum. 606.3 -T5) 612236 FLANGE FRAME E HEAD (Alur,-1. 6063 - T5) 612237 F LANG E F RAM F SILT- (Alum. 6003 -7 _6 72228 9 [PANE SILL ADAPTER (Alum. 6063 -T_`) 672239 10 1 TOP /BOT. RAIL. (A.ui.. 6063- -TSB 6 12240 1 SCREEN RETAINER (Alum. 6063-T5) 6532377 12 5/16 (.350 V/ MONSANTO INTE R'LAYER 7 3 5/16" , .350 DUPONT ;NTERL AY6P 14 ANTI- DI I CHANNEL (Alum. 6063 -T5) 15 10 x 1.000 Ph. Fl. SMS 16 _16 x 1.000 PH. PAI'J Sh9S 17 WEATHERSTRIP, THIN WALL BULB VINYL 18 18 x . 500 PHIL. FI SMS 5 6 7 8 19 20 21 22 23 SWEEP LATCH r - 12 1/2" 14.AX. ON CENTER 7rP. ..JA.UBS 6 3/8" WEEP HOUSING DESCRIPTION 18 x 1.000 PHIL. P.H. SMS WEEP FLAP ROLLER HOUSING BRASS WHEELS WEATHERSTRIP - PILE \FIN5EAL SILICON WEATHERSTRIP, BULB VINYL 24 25 26 27 4y/ Revisions: ;.!eerie!_ Oro w•n sy: D.B. Revised By: D. B. vencior No.. V.T. # 2 1 8 2 1 2 2 QTY. /LOCATION 1 (0 midspon of frome sill, 612244 1 (ns midspon of vent) 710X, 1 4 (iW ✓indlood Adopter screw's) 76X 1 PPA 2 (for anti-lift chonnel) 6TP247 8 (1 per Glazing Bead) 7856A 2 (Sweep Lotch screws) 4 (when using 2 Sweep Lotches) 22 (Frame/Vent ossy. screws) 1 (1 1.5" from ends -vent mtg. rail) 2 (if height is >= 42') 70250 3 (1 r)midspon /2 1/4" from ends) 70251 13 (7 ,midspon /2 1/4" from ends) 2 (g eo. end of vent top roil) 7BRWHL2. 4 (2 per Roller Housing) 781 POA 71096 Dc: e: 2/1 6/98 Bo.'e: 1/29/99 sere: n1 T c Cloesi icotion: Descrlpffon: L'a.Jair. d 0,i[7 Ny Prod. Co'e9ory: Athdre P.O. BOX 1529 A l /l 1/ /l 1 1 1 ("• r t 7 A r1 '7 A se,res odei: 710 VENDOR ALUMAX AL UMAX AL UMAX AL UMAX AL UMAX AL UI, /1AX AL UMAX AL WMX AL Ul1,'i. AL LIMA/ AL LAM); H. P. C. H. P. G. AL UWX FASTEC ! 4ERCHANTS TEAM PLASTICS MERCHANTS FASTENER MERCHANTS FASTENER MINIATURE DIE CASTING !'on SECT. S32e Drcaing No VENDOR # AF - 12244 FASTENER TP -247 PGT.214. XX MASTER TOOL 7 -M 10 -250 MASTER TOOL 7- ). -251 MASTER TOOL 70312 VINYL - TECH /P. G. T. 61062W 2 (Dvent top /bot roils &- mtg. roil) SCHLEGEL CORP. 62899 6TP249 DOW CORNING 1 (ns vent jomb roil) TEAM PLASTICS FS7826 -187 899 TP -249 APPROVED PS COMPLYING WITH THE SOUTH FLOPID4 BUILDING CODE AF- 72225 AF -12228 AF -12229 AF- 12230 AF- 534571 AF- 122.36 AF- 12237 AF- -12238 AF -12239 •AF - 12240 AF - 5„3 _ RUL DIV■S •. • B01101HG CODE CDh,PL:,:.;;CE OFFICE ACCEPTANCE NO..-.-:P Li I progressive a A technology .Shoe!: of 3 IMPACT HORIZONTAL SLIDING WINDOW (XO) R 1 9 — — 2 71 (17 RIOR ROUGH OPENING 2.710 ROUGH 'OPENING .500 VERTICAL SECTION i ?0 2.099 .500 ROUGH OPENING INTERIOR 2. 789 1/8 Ann. .090 lnterloyer --- 1/8 Ann. --- GLAZING OPTION: 5/16" (.350) W /LA,MINATED INTERLAYER Revisions: Metric!: Drc*n By: D.B. Revised By D. B. Vendor No.: 74.000 2.643 HORIZONTAL SECTION .500 7YP. Dote: 2/16/98 Po:e: 1/29/99 Scoie: 2X Clcssifico 14 SO Prod. Co eel y: .705 f.dors.: P.O. BOX 1529 NOKOMIS, FL. 34274 Sari /Mo dcis 710 Size: B 2.789 -- .500 INTERIOR EX7ERIOR ROUGH OPENING APPROVED AS COMPLYING MTH THE SOUTH FLORIDA HUNG CODE U A I L _ { .z P Drc wing Nc.: 'NrRol riv :5 U`. . BUILDING CODE COMPL :A! C1 • 'CE CC[P TANCE No. 1_q.. -.Q2..Q 1 progressive a A ' technology Item: SECT. Des Uon: SECT. VIEWS - IMPACT NOR. SLIDER (X0) 47 12 Sheet: of 3 Rev .: A 0 • TYP. NLAD 4. r �! _ TYP. SILL 1 x WOOD BUCK .250 t MAX. 1 1/4 ' TAPCON PER ANCHOR CALCULATIONS F .250 MAX. 1.250 1/4" TAPCON PER ANCHOR CALCULATIONS 2x WOOD \ BOCK! j 1.250 1 TYP. HEAD t A L T-- L-i, J If 10- X 12 PAN HEAD PER ANCHOR CALCULATIONS 7YP, 51 L. 250 I MAX. #12 PANHEAD PER ANCH -,'OR CALCULATIONS Revisror.s: IJo;crc;: Drown By: D .B. Rcv;scd By: D. B. Vendor 1Jo.: Dot:: 2/ 15/98 Dote: 1/29/99 stole: N.T.S. ClossificcLion: Ducrpuon: Ad dress: L TYP. JAMB . No TYP. JAMB 2 x WOOD BUCK 1 L.J.drN. 1 .Clary }4 L,.qv 1 x WOOD BUCK Prod. Cc' g . P.O. BOX 1529 1 ' j J P?fOVCD AS \ TH THE EDUTH 110r.:;. 5ll C ' r rr,ir DATE _ £i fl. v.. Cu&APL:i,10E OFFICE p''i._ H,,.CL !a). ' 0204 ! 12 PANHEAD PER ANCHOR CA1_ C UIJ, 710NC 7/4" TAPCON PER ANCHOR CALCULATIONS 1 progressive Pi , j CC L echnolog} d ^.,4c1 4 Ti.. 0.r *.4. Scrics /Wodel: fl ern: I Shea:: 710 ANCH. 3 of 3 TYPICAL HORIZONTAL ROLLER ANCHORAGE (1 /4" TAPCON /OR #12 PANHEAD) Size: Drc wing !Jo.: NOKOMIS, FL. 34274 4112 A Rev.: :76.000 MAX. 5 3/4 1 -'43.000 -1 0,1AX. ON CENTER TIP. 1 1 , , 0 & Sh.l. ELEVATION (_ARCF AffISSLE IMPACT WINDOWS .) CLAZWG OPTi0NS: A. 5/16 (.350) LAMWATED GLASS (1/8" crineoted/.0 90 lilm/ /8" onneoled) g 5/16" (350) Li■MiNATED GLASS (I /8" heat strertgihened/.090 li)rrlf/8" heat 1,-trengened) 2.) cotoicumnows: OX 3.) DEIGN PRESSURE RA SEE TABLE 4 ) ANCI-1DRS: .3( Freom EACH CORNER (HEAD SILL) o,Ax. 6" ROM EACH CORNER (JAMBS) MAX. SPACING AT HEAD SILL: 1 3,000 MAX. SPAC7NG AT JAMBS: 13.125 5.) SPUTTER REQUIREMENT, t•.$0 SHUTTERS REQUIRED 6.) REFERENCE TEST F;EPOR7: F71- 78O 1 8.000 ;3 1 /8" ON ' ENTER ITEM 1 FLANGED FRAME HE jA)t.,m. 6053- T 5) 612225 2 FLANGECI fF;S.'E SILL (Afurn. 6063- T5; 6 7 2226 .3 FLANGE() FRAME .1.41/9 (Am. 6063- 612227 2 4 FI.XE)) 1.1...7". RA,'L (Ala-71, .6063- 7.5 ) 6 2222 1 SA51 DOT' 1-.,'L Nun ), G063-7 .5' .;;,. 7 1 SASH TOP P.Adi. (4./urn. 606 T,5_) SA514 .c,IDE R.Aitiriurn. 606 3- T5) ' 61223.; 2 GLAZiN 6. BEAD (740 rr , E 03.3 - -1 j 5 .::, ..! • 57 1 8 1 ___-• • , - _ ;•'; ,45 ).. .i 25: PhilL FL H/j. l-TL - 1 7 7 17 ) 3; 7 l Pi , 7 - -,. ,. EfLi.?`,1:.-A.S1 /' 11r Ai. (Aj:::r. .0 T.' '') i :! ... .:;2 „....:;. 7: 7. , 2 4 ,.:.. ..4.17r.'s..(.,7.7,:" , .. , ,,. ,_ - ;:_ •___ 1: .. L . 1_,4,,,, .. ,7 ,i... , .. , ; i ' ,..; ,.,,, i ....: , _,. 1 -- . ---- ' - ...,./ ...t••••lt,_,• t 9 s/..S 701:' (..:1.1:` .-- ____ , j ■. ; , c: %,.,-; , :.,,r.•:: .:.,:; __I i . :::::::: ' ;-': :.:.1.G: ., f -%,;.) ,..-).....i,.0,.:17,.,(..7 .1),".7 /(1/ _ 2 ,,,:.: 1 ,1 ,/ , . -1' ',..-.. cr. .:..,■: . • o ... ::; '...'! ....' _1 7 :..."''''''' '''' 4: ' j:'':' I ._ ,.,....).,.,:: Trt hi ',....7"•37 :___:, i - TP-, 9 WE.ATI ?E PSI reh' -- Viii1 61,11.3 Jo SILtC'(;f , 6 ' '.3 : C; ---1, 7 , ( /1 .r715 , , •. 11 5/16 (..350), .. _ F X BY ci',Lt777.7,:71),:f;-. ... - 1 ; . • - -----, ,---7,- -., . - • - • r • .- --- i...___ ._:_, )z i , 6 ,.,...,,i /f U.- Ot.. f f 1. L. , t. 1 L ;,:,..:-. , E- :1' c!', i,'•:.;::. ir ----- ; .:',•.;. , :_ -- TEM L;-L. /..•- , . L'- :: ' .,..,... w..•••• I ; .- .!::iEr.' %.- 7 ;t7 : f7 r W. -i'll. '.2._...._._ I. ■ j :34L,.■,, f......(.0,1=P , , ,-.. e.:,. :.rct, laio...Akci: -,--7, i " . ' ' ' ,-,......_-_-..• -- 0 . Jczi% i _3 ' .I. ,,;-•,--.! ^: :',' y , '"i.• '7-",',•_;::,': , :1:r:: ; 7:0,37 :j f 1 .:' :,:**::.. . .: :r.rl^. '' ,__.:_ _ I, ',.., • _: p • _:..:, -.7,y ;"-...:.....1.. !.:()-:_ '• ■ 23 VVE.471-iF.25TPP - Pit. 1. s.)/,.5.E. t 2-1 .c;ASI-i 7,4121. G LiIDE • _ 7 2.2 • ' 2.5 ,t 5 x .50o Plii:.. FLT. HD. i 26 ,SA5 .57f.";f:' (r:iiJrn. 6063- 75) I t !c:' ...( cf:r.r: t'...-,•-,, I A:. .L'x. . < .. , ,,c, ; w GAL ,/..:)/•,1). rpi AS7?(; r 23 1SEA1 Sr.A,LEf J , 5Sikf: I 1 ::.:. i - i ;.;" r: .e. eS: l"..'.1 .4... s:-.rf, __,7./..Er FAL:71, P ,, & 12 1::.: 7 ir...."":;;; :,:TI !. ;-,,,:: 57 . 7 -r , •, I ,7 I . 2 ,E .-:4•L' ----- 27 46 --( ; .000 :=i-'1.., P. H. SUS 6 i 7 Robert L. Clark, RE PE 439712 Structural DESCRIPTION IV. T. # WATER tNr/i. TRATION E00RE9 5/ 7 6 LAMNAT w/ AN7.iFALED C.:L.45S -50, -IL 50 0 CT / LiCA PRF.ScURF RAT (P. ) 5 h'EAT /1 6" WATER P TRA "P 0 N 7 iNi TPA TER IN FA 779N NOT ,r4"E01..qR£0 Ri".."01•I?RE:D 7 R:t OFSIGN -50.0 +50.0 -CO -C.0 6O.1. INDUSTRIES ; 070 TECHNOLOGY DRIVE OXDMIS a .34275 P.O. EI.ox 1529 NOSOWS, FL 34274 j j Dote: F.K. 110/i 1/0 I TO, TABLE EXTR. p Py: Octt: i visic D.6. elle/98 1 Dot t 9 Lc*) Ey: 0.8. 1 ii 22 2 : 2 ? 5_6 ' Al - - 12227 :. VND°17 Ar- 1.2221? 1,3 ctipt;On: ELFVATION & PARTS LIST ntic: ALUMINUM SINGLE HUNG WilVDOW se,i,, Scolc: I Sett; Orcn9 N.: SH- 701 i\IT'.--- /J,,_) 1 1 of 4 4040 4; T L.) w CO CD 00 76 X) .655 J ,' o R p o .. 1-1 , S iN . H c 2.784 RErr.P.r. TEST E - 8a9 I ROUGH 'OPENiNG (6.) j} 1 ., , .. 1 , ..._. , .,.., i ,. ,1 , , r i., ) r,.....2. ;) .i,--___=---_, _...„", L ___ , ,_...:__ „fr • A' \ _ _ . , -- .._. '_-__ 1 l g& I li ---, - - ---- -; ' ‹.•=)1:1 li 3.- i. 6:-"" ___ 11 i .500 3..5o0 OP rNING -1 AC T)½1 2. 330 31.500 OA YliCHT OPENI/vG 12 ) — INTERIOR 23 VERTICAL SECTION 1 1 72;. 7 / 11 ' L ` ,, ___jil..._, POI,Ji-i f , ... , i , .. / i ys. ,.... 7. , ) /4 Robert L. Ciark, P, E. PE 169712 Straourn1 it 5.1)25 - 4 2. 625 0AyL iGhq 0 T-T1, 45.25 DA YL IC HT OPE!ONG A ORIZON T : f . . — v INDUS FRIES •••••-* P.O. BOX 1529 01. FL 34 274 scriplion: SECTIONS : 5/2 11 ', 7 7 C ) ' TF. T ABLE , EX TR , 4, a s ANC '-41,10.1")UCT FtElitYri TrRAT1 uUrunNo C .11C.pf NVi.0 kcysc By; Dots; 1070 7ECM0LOGY DRIvE NOK0/.16, FL 342 75 ALLIMIN b' S I E U WINDOW „ 1 S.c.71: -r- — OrowinG No. SH-70 (\ 2 L-,.f 4 4 040 T r - .062 t ( . 1 ) •062 2.784. 6013 — T5 H 1.137 H i 1 . 7 35 1 .348 is—af .41 3 cz) ALUM. 6063—T5 LLJ / - I 2. 0 -.062 ------' • - 7 .40.3 I r 4 ) ALUM. 6053—T5 REFERENCE TEST REPORT: F7L — 17 .057 .050 rv -- (555 2.784 r=2;) ALUM. 6003—T5 2 ) ALUO. 6063—T fr r) ALUM. 606.3—T5 i!! .678 ALUM. 606.3—T5 Jt 4.) .062 2,J30 ,,062 2.710 7.274 .002 1 .707 7.350 r' ALUM. 6063-75 k 1.451 -...I .490 1 l ii e h. ' .D62 (I ALUM. 605.3—T5 7.523 H 7.02i Robert L Ciark, PE. PE 039712 Structural INDUSTRIES 070 TE DfiriA NOKOLVS, it .34275 P. O. 60X 152 NOKOWS, Ft 34274 • •■ ' 1 ^ ; .••• 1/ ! 4 4S.S 1 ; I ! • ; • ; /3 " • • , -1- /.. ; C a 0 IN TrRi L!.- OR c'AFL.r- 6 OL 77.4 DO.e P/R cs Fe; Bv; D . 5. 1.):c 6,;••: 0.8. ci As: Px`71- V 1cinJ‘ _ , it• hfoc'e SH —707 sd 10/, ,/,31 TABL EXTR. Re By: 0o( e ' F. K. Dote; . 2/9/P8 1 Sc&e: tJTS 3 4 & GLAZING OP Tin N AL UMINLIM S!t'JGLE H UN G 4/1/IN n W tief. w tag ?4v, 4041) , / ... 7.X11-1,117V OATt • • _,....,-------...1 1•';`,4•..:;Dt,t.".1' Csil-Y1 ••. e.P•IN PAM-9 11- W.s.I., CC. 01-1 1,'4" TAPCON A r2 _TYP, SILL if F x kt()OD RUCK , • 1* TYP. PEA,9 7 REFEPENCE TEST REPORT: — 889 r , 250 144X. 1.500 .2f 0 — 6 " TAPCON 2 x WOOD 9 TYR SILL T YP I '• 4 •-•/ nu T II 25 Mi. F-4Ni—Jr40 1/4 TAPC61...' /t% Rut% n I,. Clark, RE. PE P397) 2 Stry,-;-14.0 • .• I ! 1 j; .250 [ 1\ ! 4 I • • tf r- • \, „ . . 2.L0 11 • :07C). ITCNNOLOgY DRIVE 1•10K0i.frS, FL 34275 P.O. 8OX 529 "Nif;KC)t.I.TS, FL .:542Z4 • < :Li Pe /1 Drc 0. B. rAtioef 5H— 701 A N CH 0 RAG E 7(4: A L kl N c E 1L • I t't La: i 9,ro'.5;cn$ • i/0 T, TA Bi E, t .or, ..:-,,I 6/18 . — c)c•e: 2 ' /98 i .!,: Stit Et' .25/3 1 i NO. CI 1 'A, 19/ e;% LX)-:":;‘,•);'.1',4 DAT!. L et 2.-J'1• < EXTR "+":•!" i;1T: 377: 4 t :514 U G V/ N D IV 4040 o CD CD 0-) CO 11f0 DL5CP3P7IDI V.T. S }' 1 07x. / LOCA7iCU VENDOR VE I2Ci' )/,r rLANCCD i RA HEAD PJur 6063 -75T 6;7225 ` 7 1 , . Ar -)2225 ? f LANCED 1 RAL4E SILL 'Alum. 6063 - 75 6122225 ) f. US/WY A'r- 7'2226 3 CLANGED TRAI -L JAMB AAum/ 5063 -T5 5 )7227 2 7 lA U AX I A_UIJAX h{ -)2222 f !XI D S.JTSTINC RAIL 1 um. 6063 - 75) 5122 ?B Ai -) 2278 5 SA,SH TOP PAIL A1Urn. 60E 3 - 677 279 1 A:1 a.X I ( Ai )2229 5 7 ISSS 8077CM" RA,i1 A,urn 6063 - 752 SASH Sit( +?FJL /Jury,, 5063 -T5 672250 7 A..U 1.0,X, Af )2230 672237 1 ) P.'UMP,X Ar -! 2237 8 GLAZING' BEAD AJum. 506.3 -75) :. 6E3 j B 1 A'.U1JAX Af -53457 1 5 .900 44AX. 1 3 /a' i . 13.06'D- TYP. niAD a SILL 53.) MAY. J ELEVAflON a. GOD 1 3 1/8" ON CENTER LARGE MISS /.E 1P.MPACT WINDOWS . 1.,V LNG OPT10NS: A 5/;5 (359) 1.rd417 TED SLA S (1/3 onr -o >ed /.090 film /1/8 ealed) ?, 5/115" (350) LAMINATED GLASS (7/8" ) ;cot strengtr,eoed /.090 f,7rr7 /8 trot strengthened) 2.) CD.r!GURATIONS: DX 3.) DESG;`' P1 ESSvRE RATING: SEE TABLE 4.) ANCHORS: MAX. 5 3/4" 1120M EACH CORNER {BEAD cC Ski) '.SAX. L " FRL`lA, £ACH CC. ; tAld95) S{AX. SPAC NG A; HEAD do DLL: 13.000 MAX. SPACING AT JAMBS: 13.!25 5.) Si- IQT7ER REQUIREMENT: NO 51'ii1T7ER5 REQU'R£D 5.) 1iiiERENCF TES? REPORT: 1 . 9 1 WL1,TPERS7RIP - V)?JY1 9ULB s STP2474 y ' 0 1 SILJCON 1 62B99C '5 16" (350 Y✓ SATL. a'' SOW? IA 1NTLRAYER 1 2 5 ) 6 .350 >,',' DJPC. T P✓B 1NT£»LAYER 1 3 6 x .7_ PH /L. Pfd. H. t 9 SWEEP L4 TC1 ! 7658PF4A 6 x.3;5P1-31L. PM. ?EX 78x3BPF7 0. horn: amts. 30 from boi. t2 ) per cock boianct /.)ASTER TOOL tfNY? TECH ..P37 'J:33ORC CAW WiJ L SCHLEGEL COR P. 22 BALANCE SASH FACE CU)DE SAS S77P Alurn. 5053 - T5 2 ) ffi tech i'rcme •onb 57O5271' 3 f' vtni .:ombs ck veal icy roil "'LAM. PLASTICS W(NDLDAD ADAPTER Alum. 6063 - 7_` 27 8 x L003 PHIL P. SIBS 26 SE&4 SEALER 5 32235 6FP249K 71067 ci iron! Bottom 2 ; cr c boianct i ;orn bo sash fore ouide screws 57 2244 2 ( acti ' Io of c Prone cr�D 7EX;PRA 15 Frorr,e & Vent A =s 6SM55N 57207 CP frame iambs 30 :ram Doi. screws vArrl_ TECH SCHERER 7ND. PROD. AL LUSX laRC.+ £ik.N7S FASTENER !EMT frfDREn 1 PROTOTYPE AF- 7 223'5 7P -24 5 Th'/F AT - ) L.244 • 9,3:1504 9,3:1504 WC'_ 96 7 2D7 8 x .625 PlyiL Fi.7. ND. B JYi 4TS�£t S3RrP - VI h+Y: 79!SA_5H TOD CUIDE 0 ;SCREEN 26 ) Robcri L.Clark, 3?£. PE !397 , 2 s iru_iural + PRESSURE RAT!NG (P.S.F.) 5/ 5 LAMINATE) H' {#eNEfiE..D GLASS 1 WATER LN>= 2 TRA7$a, WATER JNF11..TRAT ON RE Ot BRED NOT REOJI'RED -50.0 +50.01 -50.0 -50.0 INDUSTRIES 1070 7tCNni?LDCY Dlv'vf n+C (i> s1S, Tt 342 ?5 P.O. PDX 7529 NOKOMIS, FL 3927 2 2 (i o ettoLh &kr..ccs le Jombs 7(77.5' !torn 2nd of vr'i top rail) 2(i w 2 (Swcrp cfch Screws, /when in• 2 S wtto Loicncs 755EWLY B r 2 WAIF? INF1LTPAfflV WATER INRL TRAT.`DA1 ! OU)RLD NOT REQUIRED -80,0 -} 55.7 -80.0 -'60.0 Rt'sd I?t �s+ans. F. K. 177/ 7 2/01 ; 3, TABLE, ' Revsd 8+: i Revisions m Door: 8/18/ 98 Drr, f • L.B. 2/9/98 t}tscrtpfor,: 5 /3b 1AUU1NATED W/ HEAT S?RENGTHENID CLASS per ; lc7inq cite I flww CORNINC h 1. h.P.G Series /Kodei: SH -70? Af)L1A, rAS1Ewr;rS ELEVATION & PARTS L IST V1101ATURE !DIE CAS7iNS l;Lj CI -WITS FASTENER \PRODUCT RENEWED L rFTl -'CE N+:. G' 2 ' - - -`f -- RA DX Sr. M)''' o ff 1 Ry z. . v it* 7iUt: ALUMINUM SINGLE HUNG WINDOW i Scott: St,t Dc oh'rig No. N S 1 of 4 4040 PG7 2 14.y,X FS7526 -)8 rccv: _L_. POUCH INACTIVE 1�� /E 1 OPEMNC :RL-FLF.LNCE )ES; REPORT: T7L -18i$3 34_Sfl0 0AY1. 1G HT OPENING 34 .500 DYUCH i OP EN NG vER I(AL SECTION EXTIRi0R INTER1CP Robcr7 L. Clark, P. E_ PE. 139712 Straciural 53.725 49..625 r �II DAYLJr H JT OP(Nif)J 4a250 DA" LIGHT OPEUrs'S 10R!ZONTA_ SECTION INDUSTRIES fk-scrjp SECTIONS F{rvs0 Sr: F. K Rc vsc $!: Dolt: D. 8. 8/18/98 Drown 3y: CV t D.5. 2/9/98 r 1. 710 ROUGH .0P(NNIN, :t; ROM ;CT REN �`- :C'f:trr mil4. Y ��„ �G L „�►�F�YU i'rctxx CI Dl,'i11)L2i�00t C r • o DIA i S. cxflc� J 1 ALUMINUM SINGLE HUNG WINDOW Sfa [ 1 � � ov: P.D. X ! 529 $Cf + t Sf��tf: Soo c: r� t∎CAD tt5. Fl 34274 ' —��71 ) V � � 2 07 I J �J J . 737 7 mil_ _ JL J ' tJ .7[5 - ( ALUM. 6063-75 1.18? H fi sir { 2.029 -fi, • 1.403 211 is ! - K ALUM. 6063 -75 —� 7.165 �- 1 .34E -- - 2.7E4 ALUM. 6063 -T5 .678 .0'50 1 - 2 274 H VnS - .062 1.707 11 7.187 -- ALUM. 6063 -T5 .057 H- . 062 j\ --J. 7.323 v ALUM 6063 -7 -- 2.325 inn 1.350 1- re\ ALUM. 7.451 3 49 0 11 i!I u .c062 ___i u 7.969 .062 1 E053- T5 ALUM. 6063 -75 �' ALL�r�J. 6063- T5 \ \ � ALUM, 6063 --T5 \ / / /07 Robert L. Clark, P.E. 1'L �3�7)2 RFFF!E�`�C� TEST R[PDRT: FL -18499 ., Suuct�ra! 1/8 " ANNEALED OR i !i11i STi1ENJI3_NED CLASS . 090 iNl RLAYER SAFL EX BY SOLUTIA OR DUPONT . ° v8 INDUSTRIES 1410 TCW OLOGY DRIVE NOKD7/.(S, 1 342'15 P.O. 9X I529 N04.0 ,JS, FL 342'04 A7'4•n Hi: Dote: 0.E. 12/9/98 1 6 LA 1INAT ED GLAZING DETAILS' 1/ Nom. r GL 4SS B1YE , 1/8" ANNEALED OR? HEAT STRENGTHENED GLASS fi FY { r +£�'f. 2 �t6. ..X1.5 A7;D S)aZ.11, r 1 : K 70/7 ?/0 TB, TABLE, Ex/f?. Rerse =y: Dole: nr ris;ons: %.1a d06 °1=1- D. E. 8/ 7 8/98 iLI` EXTRUSIONS & GLA7 /N OPT Oi \S ALUMINUM SINGLE HUNG WIN )OW Scr;ts / Ia,7 1, 5. e: S; Val: 1 Dr0,, Jlo. 1 SH -701 I NTS 1 3 or 4 _.._ t04� WAD I r i TYP. HEAD TYP. SELL RLFE EN'CL ? EST REPORT: F,L- 1889 o ,t' TYP. HEAD TYP. S ?LL 2 x WOOD BUCK j Rohn L. Clark, P.E. Y✓ >9712 .250 x ''WOOD .250 MAX. MAX. TYP. JAMB BUCK INDUSTRIES 107D 7E ChNOLGCY )RWE NOKCid ?S. FL 3405 P.O. BOX I 571.. NGCCM!S, FL 24274 D.�. Dcscrylian: ANCHORAGE TYP. .IAMB I?Rc ii - IR a If$Viri3 11 0 4/5��� ■ fte .5c � Dair: Rev.'sons: *} �. - --►� F.rC. 70/11/0 T8, TABLE, EXJR. f! — '∎ RI Do'e' Fcv siwa: ~; ['. < [) .t13 c�? c{ DrcAli By: D. B'7 8/98 Ai UMINUV SINGLE HUNG WINDOW Sthrs/14a6EL Scot.: c Sheet: arcwing nc, SH—?O} NTS 4 of 4 4040 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) TRACO Security Windows & Doors, Inc. 5100 N.W. 72 Avenue Miami, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series 2100 Aluminum Iforizontat Sliding Window APPROVAL DOCUMENT: Drawing No. W02 -06, datcd 01/16/02, with revision A dated 04/25/02, titled "Series -2100 Alum. Horiz. Sliding Window ", sheets 1 through 5, prepared by Al- Farooq Corporation, signed and scaled by Humayoun Farooq, P.E., 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. MISSILE IMPACT RATING: None LABELING: 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 ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 98- 0429.06 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. METRO -DADE FLAGLER BUILDING l 30 \VEST ELAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -290S NOA No 02- 0204.0 Expiration Date: April 29, 2007 Approval Date: May 16, 2002 Page 1 ?vs .AMI -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE NflAMI -DARE 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 Security Windows & Doors CONTRACTOR LICENSING SECTION 5100 NW 72 Ave. (305) 375 -2527 FAX (305) 375-2558 Miami EL 33166 CONTRACTOR ENFORCEMENT SECTION (305) 395 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372-6339 Series 2100 Aluminum Horizontal Sliding lYindow 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 manufacturers 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.: 98- 0429 -06 Expires:04 /29/2002 Approved:04 /29/1999 CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL 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. n _ w �1, rancisco Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office Secu rift/ Windows & Doors ACCEPTANCE No.: 98- 0129.06 APPROVED EXPIRES NOTICE OF' ACCEPTANCE: STANDARD CONDITIONS 9. This Notice of Acceptance consists of pages I, 2 and this I. t page 3. Ad Manue Product onirol Division END OF THIS ACCEPTANCE . APR 2 9 1999 APR 2 9 2002 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed 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 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. S. Any of the 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 purpose. 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. -P.E. Product Cor>I-Examiner Security Windows & Doors ACCEPTANCE No.: 98- 0429.06 APPROVED : APR 2 9 190 EXPIRES APP 2 9 2002 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS L SCOPE 1.1 This approves an aluminum horizontal sliding 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 2100 Aluminum horizontal Sliding Window and its components shall be constructed in strict compliance with the following documents: Drawing No 97 -195, titled "2100 H.R.W.(XOX/XO /OX) — FTL1859/FTL1944" Sheets 1 through 6 of 6, dated 1/6/98, Sheet 6 of 6 with revision 1 dated 4/99, signed and sealed by K. A. Whitfield, P.E., 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. LIIYIITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 3.2 For Design Pressure Rating vs. Window Size, see corresponding comparative analysis table for XOX or XO /OX configuration in approved drawings. 4. INSTALLATION 4.1 The aluminum horizontal sliding 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 protection system. 5. LABELING 5.1 £ach 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. Manu P.E. Product C Examiner Prnr1i1t'f Cnntrn1 Tliiricinn 6 1 /4 MAX. TYP. o HEAD /SILL CORNERS I Z <r II 1 i FALSE HUNT INS SURFACE APPLIED OPTIONAL 23 5/16" D.L CPC. 29 5/8" VENT WIDTH 53 /8" WINDOW WIDTH 1 23 5/16' D.L CPG. 7 DSB ANN. GLASS CR - 3/16' ANN. GL ASS OR 3/16" TEMP. GLASS GLAZING DETAIL 7" MAX. TIP, HEAD /SILL CORNERS ' W z TYPICAL ELEVATION TESTED UNITS 1 n. 0 J GLAZING COMPOUND [ ^ SCHNEE MOREHEAD 5555 NON - IMPACT RESISTANT GLASS MIAMI DACE COUNTY APPR'D IMPACT RESISTANT SHUTTERS RECO. FOR ALL INSTALLATIONS FALSE HUNTINS SURFACE APPLIED OPTIONAL A 33 1/4" D.L CPG. 36 1/2" VENT MOTH 5" 1 r- � I I I I ii i 33 1/4' D.L OPC. 109 3/4" WINDOW 'NIDTH 16 1/2" MAX. NOTES: 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCIT( HURRICANE ZONE CF THE 2001 FLORIDA BUILDING CODE. ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS, 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHOR EMBEDMENT TO BASE MATERIAL SHALL 8E BEYOND WALL DRESSING CR STUCCO. Engr. CR, r- tuwArOUN FARGOG STRUCTURES FlA PE 1j 16557 / 113 Curt p!ying N llh the C 4`- NO Ali 2CC 7_ 1' - duc1 Cj trol Di ':icu l i / N 0 Crc■■ng no. W02 -0 sne 1e a DESIGN LOAD CAPACITY - PSF (XOX SI2ES) DE:1G.` LUAU LArAGITI - r..r t..v v,. ..,. ---- , SILL WITH RISER 3/16" ANN. GLASS WINDOW DIMS, 3/16" TEMP. GLASS WIDTH STANDARD SILL INT,( -) EXT.( +) I 1NT.( - ) SILT. WITH RISER 74" 85" 97• 109" 1 1 1 (2, 8 44.0 DSB GLASS 3/16" ANN. GLASS 3/16" TEMP, GLASS DS3 ANN. GLASS 3/18" ANN. GLASS 3/16" TEMP. GLASS A .ANN. EXT.( +) !, INT.( -) EXT.( -) I INT.( - EXT ( +) I INT.( -) EXT.( +) INT.( -) EXT.( +) INT,( -) EXT.( +) j INT.( -) WIDTH HEIGHT 26 -1/2' 37. 53 -1/8" 60" 74' • 2 44.0 I 78.4 44.0 89.8 107.0 44.0 9 107.0 53.3 78,4 53.3 j 125.0 53.3 j 107.0 25" (2) 4 d4 0 I X8 44.0 9 125.0 41 .0 53.3 77.9 125.0 53.3 78.4 53.3 125,0 53.3 53.3 j 76.1 125.0 6 44.0 j 72.7 44.0 44.0 51.5 125.0 44.0 9 125.0 53.3 I 72.7 53,3 I 125.0 53.3 49.5 4 9.6 125.0 6 44.0 64.7 44.0 j 111.7 44.0 4 5.5 4 5.5 125.0 53.3 i 54.7 53.3 I 111.7 53,3 I 125.0 5 44.0 I 50.9 44,0 99.2 14 .0 I 115.0 50.9 50.9 53.3 I 59.2 53.3 I 115.0 26 -1/2" 37" 53 -1/3" 50" 74 38 -3/8" ( 2 44.0 72.5 44.0 72.5 14 .0 I 72.5 53.3 72.5 53.3 72.5 53.3 72.5 4 44.0 I 50.9 44.0 103.9 44.0 103.9 53.3 60.9 53.3 103.9 53.3 103.9 5 44.0 51.3 44,0 83.7 44.0 107.9 51.3 j 51.3 53.3 I 83.7 53.3 j 107.9 6 44.0 I 46.3 44.0 75.1 44.0 I 96.1 46.3 46.8 53.3 75.1 53.3 I 96.1 6 - I - 44,0 53.5 44.0 j 77.9 - 1 - 53.3 63.5 53.3 1 77.1 25-1/2' 37' 53 -1/8" 60" 74" 50 - 5/8" ( 2 44.0 55.0 4 55.0 44.0 I 55.0 53.3 55.0 53.3 55.0 53.3 j 55.0 4 44.0 49,2 44.0 78.7 44.0 j 78.7 49,2 49.2 53.3 78.7 53.3 78. 6 36.3 36.3 44.0 1 62.4 44.0 j 72.5 36.3 36.3 53.3 I 62,4 53.3 72.5 6 - - 44.0 I 55.7 44.0 67.3 - - 53.3 55.7 53.3 I 67.3 6 - - 44.0 49.5 44.0 59.0 - - 49.5 j 49.5 49.5 j 59.0 26-1/2" 37" 53 -1/3" 60" 74" 63" (4) 2 44.0 44.2 44.0 ! 44.2 44.0 44.2 47.2 44.2 53.3 44.2 53.3 j 44.2 4 34.4 34.4 44.0 ! 63.3 44.0 63.3 34.4 .34.4 53.3 63.3 53.3 j 63.3 5 - - 44,0 j 49.7 44.0 54.5 - - 49.7 1 49.7 53.3 54.5 5 - - 42.6 42.6 44.0 I 49.9 - - 42.6 I 42.6 49.9 I 49.9 6 - j - 38.1 I 38.1 43.6 j 43.6 - - 38.1 1 38.1 43,6 j 43.6 DESIGN LOAD CAPACITY - PSF (XOX SI2ES) WINDOW DIMS. A STANDARD SILL SILL WITH RISER 3/16" ANN. GLASS 3/16" ANN. GLASS 3/16" TEMP. GLASS WIDTH HEIGHT EXT.( +) INT,( -) EXT.( +) I 1NT.( - ) EXT.( +) I INT.( -) 74" 85" 97• 109" 1 1 1 (2, 8 44.0 125.0 53.3 I 125.0 53.3 125.0 9 44.0 120.1 53.3 120.1 53.3 125.0 g 44.0 102.9 5.3.3 102.9 53.3 I 125.0 9 44,0 90.7 53.3 I 90.7 53.3 j 117,1 9 44.0 89.3 53.3 89.3 53.3 j 1 1 5.0 74• 85' 97• 109" 111" 38 -3/8 (3) 8 44.0 89.8 53.3 59.8 53.3 103.9 9 44.0 78.7 53.3 78.7 53.3 j 101.7 g 44.0 70.5 53.3 70.5 53.3 j 89.1 9 44.0 54.7 53.3 54.7 53.3 79.3 9 44.0 63.7 53.3 53.7 53.3 77.9 74' 85" 97. 09' ' t 1 50 -5/8 4 ( ) 8 44.0 67.6 53.3 67.5 53.3 j 76.1 9 44.0 58.9 53.3 55.9 53.3 I 59.5 9 44.0 51.5 51.5 51.5 53.3 54 5 9 44.0 C.2 5 50.2 50.2 0.2 53.3 50.1 9 44.0 44 5 49.5 4 9.6 53 3 59.0 74 I 85' j 53" I, g7• 1 ( I 109• I 3 44 „0 6. `_ 5 ��. 533 5 533 57.5 9 44,0 4 5.5 4 5.5 4 5.5 52.0 52.0 9 39.3 29.3 39.3 39.3 47 5 47.5 9 38.0 35.5 38,5 33.5 44 44, A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB A _ NC. CF ANCHORS ' E. D & SILL ( ) NO. OF ANCHCRS PER JAMB xQx APPROVED CONFIGURATION� GLOSS WIDTHS TO BE EQUAL ON MOVING AND FIXED LJTES WINDOWS TO BE PROTECTED BY MLAMI DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS Env'. ;R. FARCCC STRUCTURES 1A FE j 15557 2 2002 Apprurrd as cumplyiag with the Florida Lluiding Cute Untent- C,2- • Q� N'OArl() / l la/ 2(O L. Milicral Dade Product Control Di uo O L) 0 r a � o : 14 crc'n ng ^� W02 --0 • sreet 2 of 5 ITEM PART # QUANTITY I DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 050 -00 -365 1 I FRAME HEAD 6063 -76 - 2 050 -00 -220 1 (FRAME 5111 5063 -T5 - 3 050 -00 -367 2 I FRAME JAMB 6053 -T6 - 4 050 -00 -119 1/ VENT I FIXED RAIL 5053 -76 - 5 051-00-165 1/ VENT j VENT MEETING RAIL 6063 -T6 - 5 051 -00 -160 2/ VENT 1TOP AND BOTTOM RA I_ 1 6053 -T6 - 7 050 -00 -102 1/ VENT JAMB STILE 1 6063 -T6 - 8 - AS RECD. I FRAME ASSEMBLY SCREW - #8 X 3/4' P.H. PHILLIPS SMS 9 004- 00 -O08 - I GLAZING BEAD 1 ALUMINUM ROLL FORMED 10 - AS RECD. I FIX. RAIL SILL SCREWS 1 - # X 2' SMS 1CA - AS READ. I FIX. RAIL HEAD SCREWS - #8 x 1' SMS 11 - 1 AS RECD. (VENT ASSEMBLY SCREWS - #10 X 1' P.H. SMS 12 051 -00 -353 - I SILL ADD -ON RISER 6063 -T5 - 13 - 2/ VENT PUJ511C ROLLERS IN PLASTIC HOUSING I - SECURITY 14 - . . 2/ VENT SWEEP LOCK AT 6 -3/4' FROM ENDS I - SECURITY 15 046 -00 -050 AS READ. BULB WEATHERSTRIPPING (.156 X .300) VINYL WIBORG #9814 16 046 -00 -017 AS READ. FLAP WEATHERSTRIPPING (.210 X .490) VINYL WIBCRG #2189 17 046 -00 -030 AS READ. I FLAP WEATHERSTRIPPING (.170 X .450) VINYL WIBCRG #2205 18 046 -00 -038 AS READ. FLAP WEATHERSTRIPPING (.185 X .500) VINYL WIBORC #2188 19 C47 -00 -001 AS RECD. PILE 'WRH FIN SEAL (.187 X .170) - AMESBURY 117317 -187 40 - AS REQO. i2' X 1 -1/4' X 1/8' PLATE 6063 -T5 BELOW EACH FIX. MTG. RAIL TYPICAL ANCHORS' SEE ELEV. FOR SPACING TYPICAL ANCHORS -- SEE ELEV. FOR SPACING 19Y OR 29Y I `dOCD BUCKS W000 BUCKS NOT BY TRACO SECURITY, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. Lc L 1 BY OR 2 BY 'WOOD BUCK I II II J 0 0 0 n OPTIONAL ADD -ON RISER SEE CHARTS \TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS: SEE ELEV. /CHART FOR SPACING 3/16" TAPCON� INTO 2BY WOOD BUCKS OR W000 STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1 BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4" MIN. EMBED INTO MASONRY OR CONC. SEALANTS: FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH SCHNEE MOREHEAD 5504 SEALANT. WEEPHOLES: W1 = (1" X 3/8" WEEPHOLES) THREE PER VENT AT 5" FROM VENT ENDS & AT MID WIDTH E. -qr. DR. HuuAYOUN FARD00 STRUCTURES PE # 16557 R 2 5 1.002 Approved as cumpl)ias wish Ih Florida Guiding Code ua1eO z Q wy o NOA ()- / \ (.; / ac Miami Dale Product Div iva 2 co - rn a ',4 W I O ° d ▪ o c ° O C r.,-( G X O 0 N. U 0 "--• p 2 W r"1 0 in CD - < < I II uo -OE N 2 v �i� o n .a : s J 1 L C 2 N C r 0 >I Cl) 0 v 0 0 c'. 1 C N I I, o e c drawing ' W02 -0 sreet 3 of 5 18Y OR 2BY WOOD BUCK 7 18Y OR 2BY W000 BUCK O r VENT WIDTH D.L. CPC. I VENT WIDTH D.L OPG. SCREEN CPT - - `a 1 SCREEN C I - _._._.`�� G EXTERIOR WINDOW 'WIDTH XO LAYOUT OX OPPOSITE EXTERIOR WINDOW 'WIOTH XOX LAYOUT < -- 1 D.L. OPG. D.L OPG. VENT wiDTH TYPICAL ANCHORS SEE ELEV. FCR SPACING 1/4' SHIM MAX. 1/4' SHIM c. I4AX . TYPICAL ANCHORS SEE ELEV. FCR SPACING E�qr. :R. r■Lo.4.AYOus FAR000 STRUCTURES F1_. PE ] 18557 Approved as cumplyiog with the FlurWa UUuidiog Cate Dale(2,' �' 1 Miami Dade Product Cuntroi Di •a By z (11 CG 0 V) w w vi Z 0 (:l 0 0 0 a v 61 b o N 0 z d 0 U J O o • -0 > _-.- - a)I 0 _) c Growing no. W02-0 5neet 4 of 5 _! 1.300 450 .450 2,050 2.125 - ,' .750 r- 2.115 L031 375 r --.062 078 —1.095 FRAME HEAD 1.37 -- 2.124 FRAME SILL r Loop, —1.000J -- -1.199 ---� FRAME JAMB 1.387 613 062 - — 1.013 .062 —.062 FIXED MTG, RAIL 1.250 2.000 2.222 812 .125 j .936 2.250 r -- 1.188 ---� SiLL RISER 1.637 ---i -- 1.5621 -- 1 .062 MEETING RAIL �I 937 F.062 } .750 1.109 � n �,1 .625 �( 1 i.375 u 1.062— .912 11 — VENT TOP /BOTTOM RAIL 11 1 VENT TQPJ OTTOM CORNER "10 ) FI MTG RAIL CORNER FRAME TOP CORNER FRAME a OTTCM CORNER Engn OR. nuu,A70Urn FAR000 STRUCTURES FL_ PE j 16557 AP 2002 Ap flr vct1 As cum l,aruI4 w w arc Florida 13uiding Cude D� eCl ( O \ NOA1+(3/ 11a1 ZO(- L Miami Dude Pruduct Control Dig u. By Li ... , • t LO 0 J I N Z CO o n w I Z co I N CI_ v) O O U rn Z O 1 ct 0 c vl 2 of (t • I 1 S • o : 3 crowing no. W02 -06 sneer 5 of 5_ 968 1.638 r 079 1 -- 1.198 --∎ JAMB STILE M1 AMI.DADE BUILDING CODE CO PU, J∎CE O f f {T CCO) PRODUCT CONTkOL DIViSMO,N NOTICE Or ACCEPTANCE (NOA) \1 IA NI DADE COUNTY. 1'I,C)12.11).A Mi; itO.l)Ani'. FLAGLr.it i3Ul1.- 1)1116 1411 \'EST LEP STPEE7, SUIT E 1G03 1∎41 A3 41, Il LOt 11)A 33130. 1563 005) 37S -29111 FAX (3+)f,) 375.29(19 PCT Industries P.U. Box 1529 Nokomis, FL34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing thc use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other arms where allowed by the Authority Having Jurisdiction (A}}J). This NOA shall not be valid aflcr the expiration date stated below. The Miami Dadc County Product Control Division (In Miami Dade County) and/or the A}3J (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately rcvokc, modify, or suspend thc use of such product or material within their jurisdiction. BORA reserves thc right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with thc High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "PW -741" Aluminum Fixed Window -lmpad APPROVAL DOCUMENT: Drawing No. 4214, titled "Aluminum Fixed Impact Window", sheets I through 4 of 4, prepared by manufacturer dated 02 -16 -9S and last revised on 09- 09 -02, signed and staled by Robert L.Clark, P.E., bearing thc Miami -Dade County Product Control Revision Stamp with thc Notice of Acccptancc numb r and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile impact Resistant LABELING: Each unit shall bras a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has bccn no change in the applicable building code negatively affecting the performance of this product. TERMI NATION of this NOA will occur after the expiration date or if thcrc has been a revision or change in the materials, usc, and/or manufacture of thc product or proccss. Misusc of this NOA as an endorsement of any product for sales, advertising or any other purposes shall automatically terminate this NOA, Failure to comply with any section of this NOA shall be cause for termination and removal of NOA, ADVERTISE \1ENT; The NOA number preceded by thc words `lianti -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature, If any portion of the NOA is displayed, then it shill be done in its entirely. INSPECTION; A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA it 99- 0213.01 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by 'shag 1. Chanda, P,E. NOA No 02- 11716.03 Expiration Date: October 03, 2007 Approval Date: October 03, 2002 Pagc 1 M I AtJ 1-fADF NPR r 1LU PIZ °DUC,T CONTROL NOTICE OF ACC. PTANC PG'f Ind us 1070 Technology Drive Nokomis Expires:05 /20/2.002 Approved: 05120/1999 FE. 34274 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2902 Your application for Product Approval of: PRODUCT tONTAOT. DIVISION lip (305) 375 -2902 FAX (305) 372 -6339 Series PRI 701 Aluminum Fixed Wuldnw - Impact Resistant (7/16" Laminated) tinder 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 Comit Building Code Compliance Office (I3CCO) 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 pliant for gtiality 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 innrnediately. 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 .Bvi ld)ng Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.: 99- 0218,01 Chief Product Control Division THIS IS THE COVER-SIIEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS 13I3ILDING CODE Si PRODUCT REVIEW CONLNITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Con to be used in Dade County, Florida under the conditions set forth above, A�3AAIJ DA COUNTY, FLOP.JDA. MMT.° DAD1 r )_AG)ji : 13u1JJ13r113 �it�rJ +rrr�a� CODP, (::aMpi.IA);(Cr OFFICY: t■4ETRo- DAr)r, r3_AGLER )1031,T))1,1(.3 3- 10 ACLnr; SIT 11-7, SUiTT 1603 r■) /041, FLORIDA 33)30 -)563 (305) 375.2903 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAY (305) 3 75 -2555 rancisca . Q uintana, R.A, Directnr 1 of 3 Miami -Dade County Building Code Compliance 0 GT 31 )7dp ±;t)'1/S N()Tic . OF ACCEI'TA.NCE: SPECIFIC CONDITIONS 1.. SCOPE 1.1 This 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), 3994 Edition for 1✓Iiarni -Dade County, for the locations where the pressure requirements, as detemrlined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT D +,SCRIPTION 2,1 The Series I'W 701 Aluminum F'i✓xed Window - Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No 4214, titled "impact Picture Window (0)" Sheets 1 through 4 of 4 dated 2.!16/98, revised on 1/29/99, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control approval stamp with the. Notice of Acceptance number and approval date by the Miarni - Dade Count./ 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 fixed window and its components shall be installed. in strict compliance with the approved drawings. z 2 Hurricane protection) system (shutters): the installation of this unit will not require a hurricant protection system. 5. LABELING 5.1 Each unit stall bear a permanent label with the manufacturer's name or logo, city, state and following statement: ".Iviiami -Dade County Product Control Approved ". 6. BUILOLNG PERMIT REQUIRFMJ NTS 6 . 1 Application for building permit shall be accompanied by copies of the follow: 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 {SPBC) in order to properly evaluate the installation of this system. innovative 2 of; ACCEPTANCE No.: 9 +941238,1 APPROVED M. 21 1999 EXPIRES MAY 2 0 2002 r ��htz Manuel jl'eroz, P.E. Prod' ct � ;ri' o1 Exarnir Product _ -„ 1 Division PGT in dosirres ACC1 ±:1 "fANU, No.: 99- 11218.01 MM 2 (1 1999 A'l'3Z()vEI) MM fi 2 0 2B02 EXPIRES NO'riec ( ACCV_PTANCE: STANT) /0.1). CONDITIONS' 1. Renevaai of this Acceptance (approval) shall be considered after a renewal application has been filed and the, original submitted docurne,ntaii ri, including test supv.)ruing data, engineering documents; arc no older than eight (8) years. 2. Any and. all approved products shall be permanently labeled with the n,wnufacturer's name, city, state, and the following statement: "Miarni -Dade aunty Product Control Approve,d ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered a) There has been a change in the South Florida Building Code affecting the eval■tion. of this product and the product is not in compliance with the code changes; b) The product is rio 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; (I) 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 ie77nination of this Acceptance, prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. S. Any of the following shall also be grounds for removal of this Acceptance: a) Uasa isfaetory performance of this product or process. offer b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any purpose. 6. The - Notice of Acceptance number preceded by the or Miami -Dade County, Florida, and follower by the expiration date may be displayed in advertising literatwe. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 1. A copy of tliis Acceptance as well as approved drawings and other docimzents, where it applies, .s; be provided to the user by the manufacturer er its distributors and. shall be available. for inspection al the job site at all tune. 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. '1'lt.is Notice of Acceptance consists of pages 1, 2 and this last page 1 Manuel ,'erc'E., P.E. Product Go Produc -;e3t trol Division END OF THIS ACCEPTANCE 3of3 Exanni COMPARATIVE ANALYSIS TABLE 1. FTL -1971 DESIGN PRESSURE RATING FOR GLASS TYPE - 7/16 LAMINATED (3116`HS.,090 ,3115'1iS) WINOOV.1 WIDTH WiiNDOW HEIGHT ' 76 000. 75,000 80.000 84, 009 90,000 96.000 NEG POS NEG PDS ' NEG POS. 4 NEG ' POS ' NEG PDS NEG PDS , 41.006 -90.0 90.0 -90.0 90.0 ' -90.0 90.0 -90.0 40.0 -90.0 90D 90.0 40.0 42000 -90 0 90.0 -900 90.0 90.0 90.0 I 900 90.0 -90.0 90D -89.3 89.3 41000 9C•.O. 90.0 -90.0 90.0 -90.0 90.0 _ - 90.0 90.0 -69.7 89.7 -36.5 86.5 44.000 -90.0 90.0 -90.0 90.0 90.0 90.0 -90.0 90.0 -87.3 8 7.3 -84.0 84.0 45.000 -900 90.0 -90.0 90.0 -90.0 90.0 ' -88.1 88.1 -83.2 852 -81.8 11.8 46.000 -90.0 90.0 -90.0 90.0 - 90.3 90.0 -663 86.7 -83.3 833 79_8 79.8 , 47.000 -90.0 90.0 -90.0 90.0 -87.8 87.8 -85.2 85.2 -8%6 81.6 - 77.3 77.3 '• 48.000 - 90.0 90.0 -87.9 E7.9 -86.3 86.3 - 81.6 83.5 -78.9 _ T9.9 • -74.8 74.8 96" MAX. WINDOW HEIGHT J 6 1/4" Ia4,4X. -I.- 48" MAX. WINDOW WIDTH 45 MAX, DAYLIGHT OPENING 13 1/4 MAX. O.C. W/ TAPCONS F 1 7 1/4' MAX. O.C. w/ /14 SCREWS 17 MAX. O.C. w/ TAPCONS 13" MAX. V.C. ¥/ rf SCPti * LARGE MISSILE IMPACT WINDOWS 1.) GLAZING OETA/L: 7/16' (.454) LAMINATED GLASS CONSISTING OF 3/16` NEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF SAFL£X PV8 BY SOLUTLA 01? DUPONT WITH BUTACITE AND 3/ ?5" HEAT STRENGTHENED GLASS. 2.) CGNPGURATKDNS: 0" 3.) DESIGN PRESSURE RATING: SEE TABLE 1. 4.) ANCHORAGE: (SEE EMBEDMENT DETAIL SHT. 4 OF 4) MAX 6 1/4" FROM EACH CORNER (HEAD do SQL) 14AX. 6 3/4' FROM EACH CORNER (JAMBS) MAX. Q.C. AT HEAD d SILL = 17' W/ 1 /4" TAPCOIJS A MAX. 0.C. AT HEED & 5'L.L = 13" W/ 114 SCREWS MAX. O.C. AT JAMBS = 13 1/4" w/ 1/4" TAPCONS MAX. O.C. AT JAMBS = 11 1/4' w/ /14 SCREWS 5.) SHUTTER REQUWELIENT: NO 5NUT7ERS REQUIRED 6.) REFERENCE TEST REPORT: FrL -1971 7.) INSTALLATION OF 1x OR 2x 9UCK TO THE SUBSTRATE TO BE ENGINEERED SEPARATELY AND TO BE REVIEWED BY BUILDING OFFICE. r Rooc-t L Cioe., PI_ rE 557. Structural At -d ar F.K. Rend 8 T" F.K. rsd 8r: F.K. ,ze 8y: F.K. An-ad 9r: F.K. D.B. . y - ti !NDUSTRI.ES 1070 7E.CHN0tCCY OPiVi 3 c 275 P.O. t3OZ i529 Ncy.ows. ft 3' D.B. a�a�- ;pt:oti PV/- 707 Data- 9/9/02 Got r. 8/13/02 Dart 7/10/02 Da G: 5/9/02 Date: 11/6/01 1 DO 1/29/99 1 1 }2/ 1 6/98 1 ELEVATION .rtm F -RED ANChS SPAC11 a.visu,.s: F AECE MOIORS AV IS R++torr D -MOVE TEAR GP R[Hfana: C.-ADO COW. ANAL. L48L B-TB nt ADO EXTR. Rao,' fens: Mat OCT UV 11193 Crac cg- a71d. AZT Zr-S a. ISI,.G 1 t �.cwdt ALUMINUM F7XEJ IAAPACT LAIINT 1 Scar 9bset: NTS 1 or 4 4214 ITEM DESCRIPTION V. T. J QTY. /LOCATICN VENDOR VENDOR T 7 Frame Head & Sill 612241 1 eo. Alumox AF -1224 2 Frame Jombs 612242 2 Afumox AF-1224, 3 .688 x .500 Chonriel Clot. Bead 653.3402 4 Alumox AF -53341 4 Seam Sealer 6SM55W Schnee- Moreheod 5M5504 S Closed Cell Foom Tope 67,308 4 (between bead & gloss) Stik -!I 1308 6 #8 x 1.000 Ph. P». SMS 781 PCA 8 (Frame Assy. screws) Merchants Fasteners 7 Silicon Bock bedding 628990 Dow Corning 899 8 7/16 (.454) W /SOILUTA Ptre VaiRtAyER 1 H.P.G. 9 7/16" ( 454) w /OUPONt PVEi iNTFRtAYER 7 H.P.G. 10 v' 6 x .875 Ph. Fl. Self -top 7PWSW Bead screws. 2 1/2' from end, 20" centers_Fostec 11 FRAME HEAD do SILL. 6063 -T5 ALUM. Robert L Clark, 1E 1.3971; P.E. 1111 mlumora • L -= INDUSTRIES ;:77-7 •L•- +'•+`M' -LL f jJf'fY: t+�xrx ss, n. .14275 P.0. Sux 1529 HVt tRii\, it 34274 --1 1—.312 2.784 --t .874 }--- FRAME JAMB 6063 -13 ALUM. Rcnd 9r: goie: F. K. 5/9/02 Rerid F.K. 8/13/02 r,trSd 2T Mc: F.K. 7 70 02 egad : . 1 ter Fit', 5 9 0 2 Rersd B; .688 ik tc: 1 1/6/01 sr .e — R- t lip i N I/ L. /2 : 9/99 I £ t * a tytC D.8. 2/16/98 rte S:t'at/Ltoect: 7 .688 Rc.iionr F-N0 CNG T1 SHl E - D DIM., ORIENT. Rersnrta: D -.�lo CNG 77 51-1r CHG THIS SHT F.c TrCn7: TB dr ADO EXTR. 1 sc�Zc: sne1F' . .062 O GLAZING BEAD 6063 -T5 ALUM. CAI c al ul� of MN/CT Ar 1SED r tr�p�L� ,rk! lS4 FLrtiA ,4.1440 e 7 .43 Y�irx'w QtT -.. VW-L.4 EXTRUSION PROFILES . r ALUMINUM FIXED IMPACT WINDOW 1�1 .MAX. REIC,NT FXTER2QR lJ 2.784 1 1 MAX. DAYLIGHT OPENNG = WINDOW HEJGHT - 3" VERTICAL SECTION HORIZONTAI, SEC TIQN 3/i b' HEAT STRENGTHENED Rete.t L t]4f� P.E. PE 139712 SrutiarsI MAX . DAYUCRT OPENING = WWDOW vr?O - 3" MAX. WIDTH INDUSTRIES 1070 rEaarviSi7r. Txarc iron �+:ai, . i. :r+ 2 - PS) .BOX 7529 NGKOMtS FL 34274 FXTET?IOR .3,//6 NEAT STRENGTHEI<'FO .090 INTc.XLAYER (SAFLEX BY SOL TLA OR DUPONT W/BUTACITE) 7/1 GLASS BITE 9/02 F--10 GIG 17#S .9 T tr ?sd f oet_ F K. 9/ xm F.K. .-se Br F. K. xr�sd ar F.K. Rcrxr P, F.K. �Ir d $r C.D. 8/1 rtt+amt: 3/02 E-•G IL NTEPL, k DESK Rtrit:onr 0/02 D-iflerf TE11PER OPT Drlr 771 D,tr. 5 byte- 9 /02 LIDO TAPERED CLASS Rtvaiau.• t 1 /S /o i T$ & ct,+.z?NC DE7. Dee 12 Rcrisiont 9/99 p Grit (2/16/98 Des^Gcr SECTIONS & GLAZING ' DETAIL FIXFD S.r;er,.Ato4€ Sca1t. SntrL• Pw- 701 I\1 TS 3 GLAZING DETAIL: 7/16" LAMINATED GLASS 4 . 2.784 tRG t*:r YZYIS D s'e s rida 7611t1<c.r. Am. ptwwat M, a7l(•a3 1 Diu ¢ • 311 wu.l Us4 tc.i4t C.JG.4 • 1 wi rlL• rr foWi —fLJYY Oro+m9 fl. 1ltr 4214 F uW� IIII 911 � 1 u!t IBC onn r��n 1/4" TAPCON (SEE NOTE 1) 1/4" MAX. ncccoti A1!` QL t i _ 1 0 7 7 L. t1 L! i 11L1 1. tLJ+ ss1._4 v111. i .++ r 1 1 /4 MIN. INSTALLATION OF 1 x WOOD BUCK TO SUBSTRATE TO BE ENGINEERED SEPARATELY. TYR HEAD, SILL JAMB NOTES: 1. USE MIAMI — DA.DE COUNTY APPROVED ELCO OR 1711 TAPCCNS. /14 PANHEAD 1/4" — MAX. Rahcr1 L pf :735712 StrucLurot 1 1/2" MIN. TYP. HEAD, SILL JAMB ira.t fit IC•YO l t , 1 tI V 1 1 [111 7 - w0r0 itCHHOLCCr r rduc01n5. Ft 34275 F, 0. 3 r.: 1 575 MOKOf.C+S, FL 34274 rh •sd ei�- orate I .Y:a�a, F.K. . 9 9 02 I FR-c C, v.r, SCRE4'S Re-,d TP f 11 - r. F.K. 8/13/02 F-CHC &ICES WES Read Pr taste Rc»aems_ F.K. 7 0 -NO C}1& SNT {tend 9) aide 14nirur.T: 5/9/02 - .1 1/i TAPt W & NOTE Rend or oisimx F.K. 17 b 01 TB lc NOTES 0.8. 1/29/99 Dn.e ar: Dote 0.8. 2 15 '93 Des c np Go.c ANCHORAGE INSTALLATION OF 2 x WOOD BUCK ,TO THE SUBSTRATE ENGINEERED SEPARATELY AA'D TO BE REVIEWED BY BLDG. OFFICIAL. r tc a ALv .b as idk C at'. iA t� c F1Rida A J1 -. q . t „ .K . az- or 6. 3 I,. . Lt-0+6 c d 71Cb+4 peed( &r em ' C.ka i ALUMINUM FIXED IMPACT VJNDOW' Serie sfucdeC 1Scule' 1 Y1cel: 1 Ore -*+o 1 1•111 fur 11111 �JI IIIII 111 11W ?4V/ -701 NTS , 4 a 4 1 4214 L II I 1111 M IL re Intl GLAZING PRODUCT 0 0 A H � ' 1 TYP. MULLION N GLAZING PRODUCT T GLAZING PRODUCT GLAZING PRODUCT H 4--W2 4- - W3 W W1- - w H ANCHORS TYPE. "B ", "C" OR "D" BOTH ENDS W1 w Wz TYP. MULLION W = W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = W OR W1+W2 MULL LENGTH = H ANCHORS: TYPE. "B ", "C" OR "D" BOTH ENDS 1 NOTES: 1. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION REFER TO SHEETS 2, 3, AND 5 GLAZING H PRODUCT TYP. MULLION GLAZING PRODUCT H =H1 +H2 (1_) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = H OR H1+H2 MULL LENGTH = W 2. WINDOWS MAY BE MULLED TO A MAX. OF 5 UNITS 3. MULLIONS ARE APPROVED FOR IMPACT AND NON— IMPACT H1 ANCHORS: TYPE. "B ", "C" OR "D' BOTH ENDS - H 4. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 Robert L. clark,P. P.E. #3712 W1 W W2 W w = W1 +W2 H =H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 M1) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR W1+W2 MULL LENGTH = H1 INDUSTRIES H Revsd By: Drawn ANCHORS TYPE 'A' 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 ANCHORS: TYPE. `B" "C' OR "D",, BOTH ENOS Date: P.J. W = W 1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 M3) MAX OPENING = H OR H1+H2 MULL LENGTH = W OR W1 +W2 +W3 M4) MAX OPENING = W1+W2 OR W2 +W3 MULL LENGTH = H1 PRODUCT REVISED c isPlyta6 w1i11 t1e Metals Bnldiay Code Acceptance No_ Expire' o Dale By Miami Dade Product Control vtau Chkd By: Date: Dote: 4/28/00 Revisions: W 11 Oesanption: 2" STD. WALL MULLION ARRANGEMENT DETAIL Series /Mode(: Scale: Sheet Drawing No. MULLS 1 x 1. 6622 APPROVED AS COMPLYING WITH THE OAT �UN L �S /L! DE BY "i / PROD T CONTROL DIVISION BUILDI OOE COMPLIANCE OFFICE P1GEPTANGS NO 111- 0 3 z: , o '1 Rev: MULLION CLIP CUT FLANGES OFF OF MULL CLIP To FORM A "U"— CHANNEL AND INSTALL AS SHOWN FOR 2" MULL 1 P. G. T. 2x MULLION P.G.T. 2x MULLION 2' 2" " MULL 1" ---4" OR 6"-- MIN.— 4" OR TYP CAF. MULLION TO STRUCTURE WITH WOOD BUCK TYPE "8". NOTE: 1. FOR MULL SIZE AND QUANTITY OF ANCHORS REQUIRED SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF ANCHORS FOR MULL —TO —CLIP IS THE SAME AS THE QUANTITY OF ANCHORS FROM CLIP —TO— OPENING. 2. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ'D FOR YOUR SPECIFIC APPLICATION. /12 F.H. S.M.S. STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) TYPICAL MULLION TQ MULLION INSTALLATION TYPE "A ". /12 S.M.S. ALL FASTENERS MUST BE DADE COUNTY APPROVED. SEE NOTE /1 /12 F.H, S.M.S. STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 11 /12 WOOD SCf'EW MIN. 1 PENETRATIO INTO WOOD BUCK. L FASTENERS MUST BE DAD COUNTY APPROVED. NOTE /1 P. G. T. 2x MULLION (f6( Robert L. Clark, P.L. P.E. #39112 Structural W000 BUCK REMOVED TO CONCRETE P.G.T. 2x MULLION 2” WOOD BUCK TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC. TYPE "c". 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 —4" OR 6 "— MIN. --- svies/Model: MULLS 00©x_ >Oo �i N r OR TYPICAL MULLION TO STRUCTURE WITH W000 BUCK AND CONC. TYPE "D". PRODUCt REVISED as oomph L with tit Ilotida B.Mlcq Code I 1 Acceptance ce No 0 2" 070l- Etpiratt abate_ SQ By �y ---- Mledr Dade Product Control DIN Won /12 F.H. S.M.S. STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE /1 TAPCON MIN. I} PENETRA INTO CONCRETE OR BLOCK STRUCTURE ALL FASTENERS MUST BE DADE COUNTY APPROVED. SEE NOTE /1 Sheet: 2 °'5 Dra wing /12 F.H. S.M.S. STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE /1 MIN.' TAPCON MIN. 1} PENETRATION INTO CONCRETE OR BLOCK STRUCTURE. ALL FASTENERS MUST BE DADE COUNTY APPROVED. SEE NOTE /1 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE 0•E k ' AIL/ BY ♦. PRODS T • - 01. DIVISION BUILDING CODE COMPUANCE OFFICE ACCEPTANCE NO. I ` O 3 7 • Y . Description: 2" STD. WALL MULLION & CLIP INSTALLATION DETAIL Rev. 6622 CLIP LENGTH CHART FOR 2x MULL MULL SIZE 'A' 2 x 4 x i 2 x 6 x b IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ'D FOR YOUR SPECIFIC APPLICATION. 1 8 MIN. FR END (TYP) 8" MIN. (TYP) 2" MULL CLIP W /TABS REMOVED SIX (6) ANCHOR LOCATIONS EXTRUSION DWG # 513 1. REFERENCE TEST REPORT FTL -2902, 2903 AND , z ' Oltee 2975 ,/•171/47. INDUSTRIES Revsd By: Dote: Drown By. P.J.P. DescripYon: Title: 2" 1070 TECHNOLOGY DRIVE P.D. BOX 1529 NOKOMfS, FL 34275 NOKOMS, FL 34274 g MIN. FROM ENDS (TYP) I Chkd 9y: Ser es/Modei: MULLS Date: Dofe: 4/28/01 MULLION CLIP — MAX. L_ Revisions: Scale: B Mien{ Dade Product Coe trol Di islet ANCHOR LOCATIONS 1 0I. MIN. 1 8 2" MULL CLIP SIX (6) ANCHOR LOCATIONS EXTRUSION DWG # 513 PRODUCT REVISED Buz . :whh the Florida At:044sec* No • Espfr'atl Date Sheet: 3 at • 4) 'A' -I APPROVED AS COMPIYiNG WITH 114E E DO E H U � BUI, 'GOOF Mr, BY PROD • om NTROI S) oN BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. ° 3 - 1 3 • ° Drawing No 6622 Rev: INDUSTRIES Om By: P.J.P. Description: 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 Chkd By: Dote: Revisions: 2" STD. WALL MULLION PROFILES Series /Alodel: MULLS 1 x 14 °'51 6622 PROM-CT REVISE :I) u complying rith the Fiord, Guiding Code Acceptance No i t 0 e -070 I Espirotioo Date MIa I Dade Product Cott col APPROVED AS COMPLYING WITH THE SOUTH E FjJ ar �(� • BY /.. . PR IN T a ROL DIVISION BUILDI CODE COMPLIANCE OFFICE ACCEPTANCE NO. 0r —o 4 °. NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SE 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 " 4, E SHEET 1. T � y(Gi Robert L. Clark, PE P.E. #39712 Structural INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 Revsd ey: Opening Width Dote: P.O. BOX 1529 NOKOMIS, FL 34274 Vertical Mull �Opening_� Width \Opening Width 7 Mull Length Horizontal Mull Mull ' Lenyfh ' Multiple Mulled Units Mull Length Chkd ey: `Date: 1 Revisions: Dro wn By P.J.P. °ate 4/28/00 1 Description: PRESSURE CHARTS PRODLCT REVISE;!) Al complying Nith tbe Florida Bolding Code Acceptance No 02 _0 70i. / Eaptratioo DateQfj Mta Dade hodast C oalrot uhtrfar APPROVED AS COMPLYING WITH THE S H F JUN DUItD■NG CODE PROD ' e' ROLONISION BUILD; CODE COMPLIANCE OFFICE ACCEPTANCE N0. v/— 0 321' o Title: 2" STD. WALL MULLION PRESSURE CHARTS Series/Model: Sock: Sheet: Drawing No. MULLS NTS 5 of 5 6622 • 2X4X118 6 Anchors OPENING WIDTH IN INCHES 160 50 60 70 80 90 ' 100 110 , 120 170 170 130 170 42 170 170 170 170 170 170 I 170 170 170 170 � 170 170 I 170 48 170 170 170 170 170 17 170 50.625 170 170 170 156 118 155 N 54 170 170 170 170 133 161 124 155 155 15' 11 113 98 60 170 164 146 114 113 98 90 A z — 63 170 148 131 118 110 1 104 100 z 66 157 134 - 118 106 98 92 88 86 851 85 z Z 76 w -J �I1 H1JNB1 - um ,.","\ 72 131 111 97 88 80 75 71 68 6 56 51 117 99 _ 87 78 71 66 F 58 56 57 62 78 111 94 82 73 67 41 84 95 80 70 62 57 52 49 46 44 90 83 70 60 54 49 45 42 39 29 61 3 9 36 96 72 53 47 42 30 28 26 N 21 108 57 48 41 37 33 111 54 45 39 35 31 28 26 24 1 20 144 25 21 18 16 x6x1/8 Anthnrs OPENING WIDTH IN INCHES 120 1 0 50 60 70 80 90 100 110 160 170 170 170 170 170 170 170 170 1 0 170 170 170 170 170 170 170 170 170 1 1 0 170 170 170 170 170 170 170 170 170 1 0 170 170 1 0 170 MULL LENGTH IN INCHES 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 1 0 170 170 170 170 170 170 170 170 170 1 0 170 170 170 170 170 170 170 164 159 1'8 158 131 126 1 3 121 170 170 170 162 149 139 144 131 122 115 110 116 103 170 170 161 170 170 152 136 124 115 108 103 99 95 116 105 97 91 86 02 77 170 149 130 153 100 90 83 77 73 09 63 129 112 87 79 72 67 63 09 53 134 113 98 48 4l5 40 105 89 77 68 61 56 51 72 64 58 53 49 45 43 37_ 100 84 59 49 42 37 33 30 28 26 24 20 ,_ ; NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SE 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 " 4, E SHEET 1. T � y(Gi Robert L. Clark, PE P.E. #39712 Structural INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 Revsd ey: Opening Width Dote: P.O. BOX 1529 NOKOMIS, FL 34274 Vertical Mull �Opening_� Width \Opening Width 7 Mull Length Horizontal Mull Mull ' Lenyfh ' Multiple Mulled Units Mull Length Chkd ey: `Date: 1 Revisions: Dro wn By P.J.P. °ate 4/28/00 1 Description: PRESSURE CHARTS PRODLCT REVISE;!) Al complying Nith tbe Florida Bolding Code Acceptance No 02 _0 70i. / Eaptratioo DateQfj Mta Dade hodast C oalrot uhtrfar APPROVED AS COMPLYING WITH THE S H F JUN DUItD■NG CODE PROD ' e' ROLONISION BUILD; CODE COMPLIANCE OFFICE ACCEPTANCE N0. v/— 0 321' o Title: 2" STD. WALL MULLION PRESSURE CHARTS Series/Model: Sock: Sheet: Drawing No. MULLS NTS 5 of 5 6622 • r i t droW� no. SM1175PAD1 1 3/4' 3 ,.. &ft 9- 1EI -02 1"ws 24 de. bit MIMI tMMO t6 1/4" 1 3/4' 145 3/4' O.A. FRAME NO. 48' t' /C wr p rnn"'" TYPICAL FRAME ELEVATION A — 2 �-- MAX. UES1Gti PRE:SSUF,E gm +75.7. —75.0 F'. S.F. (REINFORCED) MAX. [IESIGti PRE:SSUFE Ns +82.7, —82.0 P.S.F. (UN— REINFORCED) 46 1/4" 13 /i' — ma c —mac INDICATES FRAME AN010RS - INDICATED ON DETAILS. r'PICAi. LOCATIONS FCR JAUBS. . ._s 32 _ ' —J# / 4 3/4M L 4 _ INDCATES FRAME ANCHORS AS tNOICATED ON DETAILS. TYPICAL LOCA11ONE1 FOR HEA) & !LL. SMITH MOUNTAI(�! IMF'ACT SYSTEMS 11520 S.W. 1201h. STREET MIAMI, rt._ 33'176 (205)278.287'8 — INDICKES ADDITIONAL ANCHORS REQUIRED FOR INSTAUAT O lS INTO WOOD ONLY. gym/ C41.1 i'5 IMIPAGT WINDOW WALL ElYSTEM ] GLAZING LEGEND — LARGE MISSILE IMPACT 9,18' JVEK')L RESIN LAMINATED FAKE UP; 1/4' NEAT STFENGTHENE!) (0.!3.)— ,120' UVEYOL POLYESTER RESIN I N TEPLAYE R. — 1/4' HEAT' STRENGT1iENE[I(I.B.) &IR G..ASS TYPE E D - • DETAIL NO. & SHEET N(I, 1. THIS GLAZING 'iYSTT?lA HIS BEEN TESTED. ENGINEERED AND APPROVED FOR DESIGN PRESSURES NOT TO EXCEEO T140SE SHOIYN BELOW. 2. BUCK, OPENINGS & BUC11 FASTENEEIS MUST EE DESIGNED & INSTALLED TO NATIISTANDWIND LOWS l'OR EACH APPLICATII)N 3. BUCK( FAIITENERS MAY NOT EXCEED 18' O.C. SPACING II11OU110 OPENINGS. 4. THE SYSTEM SIOWN HEREIN N'AS TESTED FOR WATER, ItR, IEIIPAC cr.tic & UNIFORM 'STA11 AIR PRE5SUR1_ TESTING IH CONFOEt'MAN':E WITH OADE COUNTY PRCITOCCLS P,k -201, 202 & 103. BROMLEY - MIAMI —DACE CCUNTY CODE COMPUACE OFFICE CERTIFICATION )1( DIGINIIRING, ING sTRUC!IRAL ENgNEER1NG $;R iCF:i J � N 4 2Ca 114 J.&1 D. COX P.E. TLA r 13904 ,,i C q HEAD DETAIL 2 sheet CONTINUOUS SEALANT & BACKER ROC) AT p:RIMETER OF FRAME TW. SILL DETAIL CONTINUOUS SEALANT k BACKER ROO AT PERIMETER OI' FRAME 1YP. SUBSTRATE & ANCHORS AS PER ANCHOR SCHEDULE ANCHOR TYPE 114" TAPCONS (EMBED 1 1/2" MIN.) # 14 S.M.S. # 14 WOOD SCREWS (I_MBED 1 3/4" MIN.) HORIZONTAL tft SMITH MOUNTAIN IMPACT SYSTEMS 11520 S.W. 120th. STREET MIAMI, FL. 33176 (305) 278 -2878 SUBSTRATE CONCRETE (2000 PSI MIN.) CBS (GROUT FILLED) METAL STRUCTURES STEEL OR ALUMINUM NO. 2 SYP. WOOD SUBSTRATE d J d ANCHOR SCHEDULE NO. OF ANCHORS REQ'D EA. SIDE OF MULLION & JAMB ENDS HEAD 2 2 3 SILL 2 2 3 (SMI-175 IMPACT WINDOW WALL SYSTEM, MAXIMUM ALLOWABLE ANCHOR SPACING JAMBS 9" FROM ENDS; BALANCE ® 18" CIC 9" FROM ENDS; BALANCE ® 18" C/C 9" FROM ENDS; BALANCE ® 18" CIC MIAMI -DADE COUNTY CODE COMPLIACE OFFICE CERTIFICATION • BROMLEY ENGINEERING, INC. CEP 2 VALLIAJ/ a"MCK P.G Fu P.C. . p 4%04 SEE ANCHOR & SUBSTRATE SCHEDULE (SHEET /2) drewln9 no. SM1175PAD2 sheet 3 of 4 CONTINUOUS SEALANT & BACKER ROO AT PERIMETER OF FRAME TYP. 0 revisions: date by description O.A. FRAME IMDTH. ACI -005 ACI -006 D.L.O. 3/4" 1 3/4" f "EXTERIOR" ITEM # 1 2 3 4 6 8 7 8 9 10 11 12 VERTICAL MULLION O +.2/ —62 PSF PART # ACI.008 AC I-009 ACI -007 ACI-005 H-83 G-40A #14X3" #12X2' 114" X 1/2'V2100 998 SILICONE STEEL REINF. #10X1" SMITH MOUNTAIN IMPACT SYSTEMS 11520 S.W. 120th. STREET MIAMI, FL. 33176 (305) 278 -2878 QTY. AS REQD. AS REQD. AS REQD. 1/ CORNER AS REQD. AS REQD. 2 PER CORNER HEX SCREW ®12" C/C FLAT FILLER GLASS STOP MATERIALS LIST DESCRIPTION FRAME HEAD /SILL/JAMB INTERMEDIATE SNAP -IN GLAZING GASKET SETTING BLOCK SEE ELEV. F.H. WOOD SCREWS ADHESIVE FOAM TAPE SILICONE 1/4" x 3 1/2" FIAT STEEL F.H.8.M.S. "EXTERIOR" VERTICAL MULLION 0 +75/ —75 PSF t SMI-175 IMPACT WINDOW WALL SYSTEM, MATERIAL MANFJSUPPLIER/REMARKS 8063 -T8 SMITH MOUNTAIN 6083 -T6 SMITH MOUNTAIN 8083 -T6 SMITH MOUNTAIN 6063 -T5 EPDM 70 t5 UNIVERSAL RUBBER CO, EPDM 70 t6 UNIVERSAL RUBBER CO. ASTM A -36 NORTON BROMLEY STRUCnRuL DOW CORNING MIAMI —DADE COUNTY CODE COMPUACE OFFICE CERTIFICATION 1 1 7 e, •» -, WLLJ 0. COOK P.C. MA P.Q. 43 IM ENGINEERING,, INC.' SEP 2 4 2002. FRAME HEAD /SILL/JAMB - ACI -006 SEAL CORNER JOINTS VAIN CLEAR SIUCONE. FRAME INTERMEDIATE SNAP -IN - ACI -009 revte ons: 0 dote description FLAT FILLER - ACt -007 (OUTBOARD; 1/4 GLASS HEAT STRENGTHENED .120 UVEKOL INTERLAYER (INBOARD HEAT TRENGTHENED SIUCONE DOW CORNING 995 1/4' X 1) 2" CONTINUOS ADHESIVE FOAM GLAZING TAPE NORTON V2100. SMITH MOUNTAIN IMPACT SYSTEMS 11520 S.W. 120th. STREET MIAMI, FL. 33176 (305) 278 -2878 CONTINUOUS INTERIOR GLAZING GASKET 0183 TYPICAL GLAZING DETAIL GLAZING STOP - ACI -005 SMI -175 IMPACT WINDOW WALL SYSTEM) WEDGE -IN GASKET - H -63 MIAMI -DADE COUNTY COOS COMPUACE OFFICE CERTIFICATION Approved as complying N ith the Florida Bai . is Code IQ :tang Dade PrododCoatral BROMLEY - ENGINEERING, INC. siRve ENOKERINO SERrICES SEP 2 4 202 NPWAM D. COOK PS. FLA P,C. # 4S£C4 OMPARATIVE ANALYSIS WITH 3,50" HIGH SILL COMPARATIVE ANALYSIS WITH 2.43" HIGH SILL DOOR WIDTH DOOR HEIGHT DOOR WIDTH DOOR HEIGHT _. 84.000 90.000 96.000 84.000 90.000 96.000 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 84.000 -90.0 90,0 -90.0 90.0 -90.0 90.0 84.000 -90.0 46.7 -90.0 46.7 -90.0 46,7 90.000 -90.0 90.0 -89.3 89.3 -87,3 87.3 90.000 -90.0 46.7 -89.3 46.7 -87.3 46.7 96.000 -88.8 83.8 -34.6 84.6 -81.2 31,2 96.000 - 88.8 46.7 -84.6 46.7 -81.2 46.7 16 LAMI GLASS UPGRADE TO TEMPER /TEMPER a 7/16 LAMI GLASS UPGRADE TO TEMPER/TEMPER - 84.000 -90.0 90.0 -90.0 90.0 - 90.0 90.0 F 84.000 -90.0 46.7 -90.0 46.7 - 90.0 46.7 90.000 90.0 90.0 -90.0 90.0 - 90.0 90.0 90.000 - 90.0 4.. 46.7 -90.0 46.7 -90.0 46.7 21" MAX. ON CENTER 6" 6 1/2" 47.688 MAX PANEL WIDTH 21" -r- _� MAX. ON CENTER TYP. HEAD & SILL 96.00 MAX. D r `-+-4" 4 " - -I MAX, ANCHORS DIM. FROM CENTERLINE TYP. HEAD & SILL (SEE NOTE 4) 35.5 37 0 Bor. OF LOCK LOCK LATCH Robert L Cl P P e . 93 96.000 MAX MAX PANEL HEIGHT (OUTSIDE ELEVATION LOOKING IN) LARGE MISSILE IMPACT SLIDING GLASS DOOR 1.) GLAZING: 7/16" (.454) LAMINATED W /INTERLAYER (MONSANTO SAFELEX OR DUPONT W/ BUTACITE: 3/16 "HEAT STRENGTHENED /.90 FILM/ 3/16" HEAT STRENGTHENED) 2.) CONFIGURATIONS: XO /OX 3.) DESIGN PRESSURE RATINGS: SEE TABLE (NOTE ALLOWABLE PRESSURE DIFFERENCES WITH GLASS UPGRADE OPTION) NEG. DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLE ASTM E 1300 -98. POS. DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLE ASTM E 1300 - 9E 4.) ANCHORAGE: DOUBLE ROW OF FASTENERS LOCATED AS FOLLOWS AND PER SHEET 3 OF 4. HEAD & SILL; MAX. 6 1/2" FROM CORNERS. AT THE MEETING RAIL CENTERLINE. MAX. 4" ON EACH SIDE OF MEETING RAIL CENTERLINE, MAX. 21" SPACING. JAMBS; MAX. 6" FROM CORNERS. MAX. 21" SPACING. 5.) SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT: FTL -1972 (DESIGN PRESSURE +/- 90 P,S.F.) 7.) ALL FRAME CORNERS & PANELS SEALED WITH SCHNEE /MOREHEAD SEALANT. 3/16" HEAT STRENGTHENED .090 1NTERLAYER MONSANTO SAFLEX PVB OR DUPONT W/ BUTACITE 3/16" HEAT STRENGTHENED Dote: 5/15/02 : Dot 5/22/02 Revsd By: L.T. Revd By F.K. Revisions: Rev E -NO CHG THIS SHT o INDUSTRIES 1070 TECHNOLOGY DRIVE NCKGMIS, FL 3427.5 P.Q BOX 1 529 NOK;JMiS- • _ 24274 Drawn By: Dote: D. 3. 2/16/98 Description: ELEVATION I 11 PA I Series/Model: 7f) A L . LLA 1. Sc S - . SLID/ V'C GLASS DOtO PRUDUCr REVJSEO as tooplyiag with the F'oridi Saidleg Code Ac tptaact No Eipiratioa By ami Da Product' ultra Division Cra,..ny No 1 r7ey . fi j 40 EXTERIOR 1.500 x ,250 WEEPHOLES ROUGH OPENING 96.000 MAX HEIGHT 5.177 --� 1.500 5. 177 VERTICAL SECTION RFTr RFNCE TEST REPORT FT 19 72 ROUGH OPENING 88 5/8" DAYLIGH OPENING 2,435 2.591 2.435 OR 3.500 SEE NOTE j ON SHEET 1. * INTERIOR ROUGH OPENING 5.357 2.376 -- Robert L. Clark, P.E. PE #39712 Structural 43 1/2" --- DAYLIGHT OPENING 96.00 MAX WIDTH HORIZONTAL SECTION 1Nous TRIES P.O. 60X 1529 NOKCt7IS, FL 34274 EXTERIOR 43 1/2" --� DAYLIGHT OPENING INTERIOR FIXED PANEL JAMB STILE FASTENED TO RIGHT FRAME JAMB W/ ONE ALUMINUM ANCHOR CLIP 7" AND 31-1/2' FROM EACH END (TOTAL OF FOUR), EACH FASTENED W/ TWO NO. 8 BY 1 PAN HEAD SHEET METAL SCREW. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 Revsd By Dote: L.T. 5/15/02 Revsd 9y: Dote: F.K. 5/22/02 Drown By: Dot,• D.R. 2/16/98 Revisions: 1.235 Revisions: E —NO CHG THIS SHT ROUGH OPENING PkOOLC t' REVISED as coin pi) g with the FFoside Balding Code AcceptaDce No 02-0 A x`0 E:pixa Description: SECT. VIEWS -- DX ('w /O REINF.) title: IMPACT -- ALUM. SLIDING GLASS DOOR Drawing No, Rey Series /Model: 'Stole: I Sheet: 2 434 SGf� - -- lU � I`1 iJ '; °� `� i r ITEM DESCRIPTION V.T. # QTY. /LOCATION VENDOR VENDOR 1 FRAME HEAD, 2 —TRACK 612245 1 ALUMAX AF -12245 2 FRAME SILL, 2 —TRACK 612246 1 ALUMAX AF -12246 3 THRESHOLD COVER, 2 —TRACK 612255 1 ALUMAX AF -12255 4 FIXED ADAPTER, FRAME SILL 612254 1 ALUMAX AF -12254 5 FRAME JAMB, 2 —TRACK 612247 2 12 (Frame assy. screws) ALUMAX MERCHANTS FAST. AF -12247 6 18 x PH. PN. SMS 7834A 7 .750 RAIL' TOP — (PANEL) 612248 2 ALUMAX AF -12248 8 WSTP', BACK x.270, FIN SEAL 67S 16G 24 (moving /fixed panels, screen) SCHLEGEL CORP. FS7516 -1 , 9 .170 FIXED PANEL, SIDE RAIL 612249 2 ALUMAX AF -12249 10 FIXED PANEL, MEETING RAIL 612251 1 ALUMAX AF -12251 11 /14 x 1,500" PH. PN. SMS 714X112 20 "Panel /Screen asst'. screws) MERCHANTS FAST. 12 ROLLER, STEEL 71049 2 (1 0ea, end X panel bot. rail) TRUTH HARDWARE 39 -10 71050X 2 TRUTH HARDWARE 39 -13 13 ROLLER, STAINLESS STEEL 14 PLUG, ROLLER ADJUSTMENT 2 187P ??- 0988 —O 15 OP'R. PANEL, SIDE RAIL 612261 1 ALUMAX AF -12261 16 1.5x 1x.5 OPEN —CELL FOAM PAD 5 (1 0ea. intermediate weepholes) 17 FRAME, TOP RAIL SCREEN 612256 1 ALUMAX AF -12256 18 FRAME, BOT. RAIL SCREEN 612257 1 ALUMAX AF -12257 19 FRAME, SIDE RAIL SCREEN 612258 1 ALUMAX AF -12258 20 RAIL, SCREEN MEETING 612259 1 ALUMAX AF -12259 21 GLAZING BEAD 6534601 8 ALUMAX AF -53460 22 BU1L VINYL, THIN WALL GLZ. BD. 6TP247K 8 (1 per Glazing Bead) TEAM PLASTICS TP -247 23 7/1e(.454) 'w /MONSANTO (NTERL4YER 2 N.P.G. 24 7/1'6 "(.454) W /DUPONT INTERLAYER 2 H.P.G. 25 SEAM SEALER 6SM55W SCHNEE /MOREHEAD SM5504 26 LATCH KEEPER 1046 1 (1. h. fr. jamb, 38" from bot.) NATIONWIDE 2153 27 HANDLE SET 1045 1 (I.h. lockstile, 40" from bot.) NATIONWIDE 684 28 SILICONE 62899C DOW CORNING 899 29 FIXED PANEL CLIP 612262 4 attaches fixed panel to amb)ALUMAX AF -1226: 30 #8 x 1.000 Ph. Pn. SMS 78X 1 PPA 4 (Fixed Panel Clip Screws) SCHERER MAX. ' X WOOD BUCK p': TYP. HEAD 1/4" MAX. 1/4" MAX. #12 SCREW 1 1/2" MN 4' •' 1/4" MAX. (SEE NOTE 1) 1/4" TAPCON w/ #12 HD 1 1/4" MIN. TYP. SILL (SEE NOTE 1) 1/4" TAPCON w/ #12 HO TYP, JAMBS N 0TE: 7. USE MIAMI —DADE COUNTY APPROVED ELCO 0/? ITN TAPCONS. 11 4:0 • it ' d' (SEE NOTE 1) 1/4" TAPCON W/ /12 HD GROUT MUST TRANSFER SHEAR LOAD TO SLAB 1 X WOOD BUCK TYP. HEAD II 1 1/4" MIN, k 1x WOOD BUCK Ro ert L. Clark, P.E. PE #39'112 Structural • INDUS r„r., �nrarssa 1070 TECHNOLOGY DRIVE NOKOMiS, FL 34275 P.O. 30X 1529 NOKGMIS, FL .34274 Revsd By: L. T, Revsd 8y: F. K. Drawn By: D.Q. Dote: 5/15/02 Dot e: 5/22/02 Dote: 2/16/98 Revisions: TAPCON DESIG Revisions: CORRECT EMBEDMENTS RUQ& C RF:VIS60 4 t 0101 p1) lag H itb tbt i'torfdr Snidlag Code Acaptaace No,Q Espiratka Date Description: ANCHORAGE DETAIL & PARTS LIST IMPACT - ALUM. SLIDING GLASS t)OOR S heet: D rown � Sen'es/Madel: , Sca'e: 4 No. 1 Rev: A CT C SGD 70 ;�I 4 4340 E .078 ---I DWG. #4302 2 —TRACK HEAD 6063 —T5 6063 —T5 1.939 1.188 h- 2.909 F DWG. #4326 MOVING PANEL MEETING RAIL 062 .062 6063 —HST54 DWG. 7 4320 SCREEN MEET. RAJ/ 606.3 —T5 .078 —�{—'— DWG. #4304 2 —TRACK JAMB 6063 —T5 5.357 .971 DWG. #4317 SCREEN TOP RAIL 6063 —T5 {--e— 1.935 — a .078 --41" 1.235 D 32 PANEL CLIP 6063 —T5 1,993 DWG. #4303 2 —TRACK SILL 6063 —T5 .062 — r 2.591 i I —►a 1.670 N-- DWG.#4305 TOP & 60 RAIL .062 — 1,045 DWG. #4318 SCREEN BOT. RAIL 6063 —T5 Robert L. Clark, PE. PE 439712 str 1,986 557 .078 DWG. #4315 2 —TRACK THRESHOLD 6063 —T5 DWG. #4306 SIDE RAIL 6063 —T5 7 070 TECHNOLOGY DRIVE NOKOOiS, FL 34275 P.O. BOX 1529 N'OKOMIS, FL 34274 Revsd 9y: L.T. evsd y: F.K. Drown By: D.B. DWG. #4319 SCREEN SIDE RAIL 6063 —T5 Date: 5 15 02 ote: 5/22/02 Dote: 2/16/98 — 1.800 405 .062 - --Ir'- DWG. #4314 FIXED PANEL ADAPTER 6063 —T5 Revisions: DWG. #4308 MEET. RAIL (FIXED) 6063 —HST54 Revisions: E —NO CHG THIS SHT Description: _ EXTRUSION PROFILES r; `i SOD —7o I\ 4 4 'PROM, REVISED cf complying with the Florid! :Balding Code cceW Espirat o Date A :ace No 0 0 = •, ell col De4e • Di►isks 0/ ri!la: IMPACT -- AI UM. SLIDING GLASS Jour - Rev: ' - -�` -- Scae. Shse! I Drcw�nq �'v'o. so, es�bloae�: 4340 I ` z N 0 cc EAST ELEVATIO\ 1 /4 " =1' -0" PROVIDE 1#5 IN CONCRETE CELL EACH SIDE OF NEW OPENING PER "TD" DIAGRAM ADJACENT AND FLORIDA BUILDING CODE SECTION 2121.2.2.2 • 1/2' DRYWALL ON P.T. FURRING JAMB CONC, FILLED CELL W/ 1 #5 VERT, OPENING MIN. (SEE PLAN) r- PAINTABLE SEALANT WINDOW JAMB FASTEN PER MANUF, SPECS THROUGH 1X4 INTO CONCRETE. USING TAPCON FASTENERS EXISTING TIE BEAM TO REMAIN 52' -0" P,T,1' x 4' WD BUCK FASTEN TO C,M,U, WALL W/ 1/4' x 2 1/2' Tapcons spaced 8' o,c. END / / ZONE% /3.7 FEET / / / / / / //� TD N .T.S Dowel and epoxy minimum 4" into tie—beam above and footing below. 1 #5 bar IN FILLED CELL REI \E. Splice bars min 30" DIAGRA V DOOR SCHEDULE 0 NOTE: New door IS Dade County Large Missle Approved. E Not In Contract A PGT Series "SGD - 70" Aluminum Sliding Glass Door - Impact, 72" x 80" high . (2 pane) Dade County Product Approval # 03- 0512.04 Expires 5/6/07 Approved Wind Pressure = +90.0 PSF, —90.0 PSF (7/16" Lam. , Option "A ") Site Specific Pressure = +54.7 PSF, —59.3 PSF +90.0 > +54.7, - 90.0 > - 59.3 WITH FIXED TRANSOM "A/1" ABOVE AS INDICATED: A/1 SMITH MOUNTAIN Series "SM - 175" Aluminum Window Wall System, 72" x 10" high. Dade County Product Approval # 02- 0305.02, Expiration 5/20/07 Approved Wind Pressure = +62.0 PSF, —62.0 PSF (9/16" Lam. Glass, Un reinf) Site Specific Pressure = +54.7 PSF, —59.3 PSF +62.0 > +54.7, - 62.0 > - 59.3 CONNECT "A" TO "A/1" WITH MULLION "A /2" AS INDICATED: A/2 92" Mullion Span Use PGT 2 "x 6"X 1/8" Std. Wall Alum. Tube Clipped Mullions With Mullion Clips, Anchor Type "C" Dade County Product Approval #02- 0701.11 Expires: 6/28/06 Opening width 72" with Span of 92" = 87.0 psf > 59.3 psf Required N.E. 95TH STREET TD PROVIDE 1#5 IN CONCRETE w FILLED CELL EACH SIDE OF NEW OPENING PER "TD" DIAGRAM ADJACENT TD AND FLORIDA BUILDING CODE SECTION 2121.2.2.2 LOCATION PLAN 1/8" = §2121.2.2.2 When openings are between 3 and 8 feet (914 mm and 2.4 m) in width, such openings shall have one #5 vertical reinforcing bar at each side. The vertical bars shall be placed in concrete filled cells and shall extend into footings and into tie beams. All such bars shall be continuous from footing to tie beam. All splices, where needed, sha,hl be 30 inches (,7 62 mm) minimum. LJ EE w z - 8/19/04 PECK / \ORTHUP RESIDE \CE 1298 N.E. 95th Street Miami Shores, Florida DOOR \ STALSATI O \ GENERAL NOTES 8/19/04 ISSUED FOR PERMIT REVISIONS FLIVATIO \S JENETOPULOS ARCHITECTURE FLORIDA Alk GROUP TOWN PLANNING ARCHITECTURAL FIRM # F000145 George M. Jenetopulos Florida Architect # 14185 7300 S.W. 105 Terrace miami, FL 33156 -3841 (305) 663 -2991 GMJ I AS INDICATED A- z N 0 cc EAST ELEVATIO\ 1 /4 " =1' -0" PROVIDE 1#5 IN CONCRETE CELL EACH SIDE OF NEW OPENING PER "TD" DIAGRAM ADJACENT AND FLORIDA BUILDING CODE SECTION 2121.2.2.2 • 1/2' DRYWALL ON P.T. FURRING JAMB CONC, FILLED CELL W/ 1 #5 VERT, OPENING MIN. (SEE PLAN) r- PAINTABLE SEALANT WINDOW JAMB FASTEN PER MANUF, SPECS THROUGH 1X4 INTO CONCRETE. USING TAPCON FASTENERS EXISTING TIE BEAM TO REMAIN 52' -0" P,T,1' x 4' WD BUCK FASTEN TO C,M,U, WALL W/ 1/4' x 2 1/2' Tapcons spaced 8' o,c. END / / ZONE% /3.7 FEET / / / / / / //� TD N .T.S Dowel and epoxy minimum 4" into tie—beam above and footing below. 1 #5 bar IN FILLED CELL REI \E. Splice bars min 30" DIAGRA V DOOR SCHEDULE 0 NOTE: New door IS Dade County Large Missle Approved. E Not In Contract A PGT Series "SGD - 70" Aluminum Sliding Glass Door - Impact, 72" x 80" high . (2 pane) Dade County Product Approval # 03- 0512.04 Expires 5/6/07 Approved Wind Pressure = +90.0 PSF, —90.0 PSF (7/16" Lam. , Option "A ") Site Specific Pressure = +54.7 PSF, —59.3 PSF +90.0 > +54.7, - 90.0 > - 59.3 WITH FIXED TRANSOM "A/1" ABOVE AS INDICATED: A/1 SMITH MOUNTAIN Series "SM - 175" Aluminum Window Wall System, 72" x 10" high. Dade County Product Approval # 02- 0305.02, Expiration 5/20/07 Approved Wind Pressure = +62.0 PSF, —62.0 PSF (9/16" Lam. Glass, Un reinf) Site Specific Pressure = +54.7 PSF, —59.3 PSF +62.0 > +54.7, - 62.0 > - 59.3 CONNECT "A" TO "A/1" WITH MULLION "A /2" AS INDICATED: A/2 92" Mullion Span Use PGT 2 "x 6"X 1/8" Std. Wall Alum. Tube Clipped Mullions With Mullion Clips, Anchor Type "C" Dade County Product Approval #02- 0701.11 Expires: 6/28/06 Opening width 72" with Span of 92" = 87.0 psf > 59.3 psf Required N.E. 95TH STREET TD PROVIDE 1#5 IN CONCRETE w FILLED CELL EACH SIDE OF NEW OPENING PER "TD" DIAGRAM ADJACENT TD AND FLORIDA BUILDING CODE SECTION 2121.2.2.2 LOCATION PLAN 1/8" = §2121.2.2.2 When openings are between 3 and 8 feet (914 mm and 2.4 m) in width, such openings shall have one #5 vertical reinforcing bar at each side. The vertical bars shall be placed in concrete filled cells and shall extend into footings and into tie beams. All such bars shall be continuous from footing to tie beam. All splices, where needed, sha,hl be 30 inches (,7 62 mm) minimum. LJ EE w z - 8/19/04