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PLANS1.250 • • • rise"' 1 TYP, SEAQ • •v ' : tow i ■11:74 MIMS UNIWrirres:.... IMO TYP. SILL • , 'v 1 x W000 • ' SUCK r .250 J 1/4 TAPCON PE ANCHOR CALCULATIONS 1/4` TAPCON PER ANCHOR CALCULA { - .250 MAX. 1.250 2 x WOOD SUCK 1.250 TIP. HEAQ • d• ; . • 7YP. 7111 Is • • ► .1 • ,: . i • 1.250 250 MAX. 1 /12 PANHEAD PER ANCHOR CALCULATIONS /12 ER ANCHOR CALCULATIONS .250 MAX. 2 x WOOD BUCK ",/4//de, TYP. ,i414 TYP. JAR? • • •• a • • • • •� • .. • , • 2 x WOOD SUCK • • ;• • a•rrrr Noe w •+..r 1 AV 1.250 -J •' 7 —• , • . • /12 PAN1 - EAD PER ■NC10A CALCULATIONS 1/4 TAPCON PER ANCHOR CALCULATIONS AFFIKka AS CobpinNC w,N T1+E SOUT4 FiGt0.4 Jaarxc CVE -4-- 7tccu. C ' q ! r S c,1 auI:0rl1$ cOIX CCUPIAkCE OFFICE VCEPrANCE ►q._ Z .o Rhdsonc _ kocriok • D,B. 2 16/98 a.,,.oe D.B. 729 99 Peldrew • , . 1 1 NOKOMIS, FL. 34274 8 4112 N.T.S. N P°gf LASS' ecnflotoyy itwc ANC 1. TYPICAL HORIZONTAL ROLLER ANCHORAGE (1/4 TAPCON /OR #12 PANHEAD) 3.'3 63.000 EXTERIOR ROUGH OPENING VERTICAL SECTION •ROUGH OPENING 2.094 • .500 r INTERIOR ROUGH OPENING 2.784 1/8 Mn. --; .090 I>tterfoyer 1/8 Mn. Rvitorre HORIZONTAL SECTION .500 �t'• 1 S�LAZING OPTION: 5/16" (.3501 W./j,wllATEO !ILTERLAYEI? 74.000 2/16/98 /29/99 sa°w 2X P.O. BOX 1529 NOKOMIS, FL. 34274 8 INTERIOR *WAVE) PS CrAilTiNG was Tit SOUTH F.OR;DA BUKOtNG COOS CRT v _ TROL OA 3 {.Y CJ dUltO CODE CO PLLA CE OFFICE lEcErodicE no. 11 .03 21 i 414 4r gE i*O I progres AS5 tethndazr 2 or 3 SECT. VIEWS - IMPACT NOR. SLIDER (XO) 4112 A 63.000 6 3/4' LE IMP' T WIN MI 1.) &ALM 5/16050) LAWIATED WANTERLAYER (1 /8 SAP i4/0/.09a FRJN/ 1/8' ANNEALED; 23 CG OGRAT1gwfi .O or OX 3. DESCH PRESSI RE RATING: +75 P.S.F., -75 P.S.F. 4.) L 3/4' PROW &' H CORNER (1( & SLL) kW. 6 3 /9' FROM EACH CORNER (.14419S) 2 ANCHORS 4' APART, 4' FROM EACH LIEF7711G RAIL LIAX. SPACING AT riEAD & a, , 15.000 Mkt SPACQ G AT 14185: 12500 5-) SHIVER REMANENT NO SHUTTERS REQUIRED 6) REFERENCE TEST REPORT: F7L -1269 4.000— 74.000 --- 4.000 r Mt. ELEVATION TE DESCR /P NOA 1 FLANGE FRAME ,lAUB Alun1. 6063 -T5T 612225 2 2 F1XE0 MEETING RAIL Alum 6063 -T5) 612228 1 3 H MEETING RA'L Nuns. 6063 -T5) 612229 "1 SASH SI RAIL Alum. 6063 -T5 612230 1 GLAZING BEM Alarm. 606.3- 5 6534571 8 WINOLOAO ADAPTER 'Alum. 6061-T5 .612236 - Fro midspan of frame sill) FLANGE FRAME HEAD _Alum. 6063 -T5) 6 12237 1 FLANGE FRAME SILL (A1um. 6063 -T5) _612238 1 6063 -T5) ,612239 1 SASH TOP 91T. RAIL Alum. 6063 - 612240 2 SCREEN R AIN um. aC63 -T5) ' 6532377 1 FRAME SILL ADAPTER Alum. 5 16' .350 W MONSANTO INTERLAYEP 2 5 16 .350 jW DUPONT 1 N i £RLAYER TI-LIFT CHANNEL Alum 6063 - X 612244 1 0 mils n of vent 4 5 6 8 7 9 r 0 11 12 13 14 15 F 10 x 1.000 Ph. Fl. SMS 16 6 x 1.000 PH. PAN SUS 17 WEATHERSTRIP, 17-JN WALL BULB VINYL 1B 8 x .500 PHIL. Fl SMS 19 18 x 1.000 PHIL. P.H. SMS 20 SWEEP LATCH 21 22 23 24 r 25 26 ? 6 3/8 WEEP HOUSING WEEP FLAP ROLLER HOUSING BRASS WHEELS WEATHERSTRIP - PILE,FlN:3EAL SILICON WEATHERSTRIP, BULB VINYL 12 1/2' VAL ON rDDTER rep. ,awes „ex/70-i 447/7/7. 70250 70251 Orton ke k"ie.' °y: 0.8. QTY `LOCATION J OX1 76X 1 PPA 2 for anti -lift charnel 6TP 47 0 1 per Glazing Bead 7856A 2 Sweep Latch screws 4 (when ysina 2 Sweep Latches) 781P0A 22 (Frame/Vent asst'. screws) 71096 1 11.5' from ends -vent mtg. rail) 2 it he' • t is >= 42" 3 1 Orr • • n ® 4 from ends 3 1 Omidspan 2 1 4 from ends 2 0 ea. end of vent t • . rail r Roller Housin 29 99 N.T.S. P.O. Clemilcothyr BOX 1 29 NOKOMIS, FL. 34274 VENDOR ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX AL WAX ALUMAX AL WAX ALUWRX ALUWIX H.P.G. H.P.G. ALUWIX FASrEC 7BRWHL2 4 2 61062W 2 Ovent top bot raffle & mtg. rail) 62899 _ 6TP249 1 -to vent jamb rail) MERCHANTS FASTENER TEAM PLASTICS TP -247 MERCHANTS FASTENER MERCHANTS FASTENER MINIATURE ALE CASTING PCT.214.XX MASTER TOOL MASTER TOOL MASTER TOOL VINYL - TECH P.G.T. SCI- EGEL COPP. DOW CORNING TEAK PLASTICS 10 ! SECT. VENDOR / AF -12225 4112 AF -12228 AF-12229 AF -12230 AF- 534571 AF -12238 AF -12237 AF -12238 AF -12239 AF- 12240 C AF- $32377 AF -12244 7 -1,110 -250 7-M10-251 70312 , F$7826 -187 899 TP -249 / Pr1esijLASSnak!JY S t s y *y t+t a.r.. 1.60 6.114.0 Moot 1 .a1 3 IMPACT HORIZONTAL SLIDING WINDOW (XO) 3/7 6" TEMPERED GLASS NOTES: 1.) Negative Design Loads based on 2.) Positive Design Lcods based on Comporofive Anolysis and Water Test Pressure. 3.) Numbers ore for 1'12 screws or 3/16" Topcons. 4.) Anchor maximum spacing: 12" Negative Design Loads 9 19.125 24.000 26.500 37.000 48.000 60.000 Window 60.000 7.35. 00 135.00 135.00 135.00 1.35.90 135.00 735.00 135.00 135.00 Window 135.00 135.00 Widths 135.00 135.00 135.00 135.00 97.000 135.00 135.00 135.00 79.40 90.60 90.60 80.30 58.00 77.40 58.00 111.000 7 20.000 122.90 1 112.60 70.00 65.10 63.00 i 55.90 58.00 57.40 26.000 39.000 5 7.000 135.00 133.00 135.00 Positive Design Loads Window Heights 26.000 39.000 51.000 19.125 700.00 100.00 100.00 60.000 100.00 24.000 100.00 100.00 100.00 26.500 100.00 100.00 100.00 700.00 . 100.00 100.00 oths 48.000 100.00 700.00 90.60 90.60 60.000 100.00 100.00 80.30 58.00 97.000 100.00 79.40 77.40 58.00 171.000 63.00 55.90 58.00 57.40 REFERENCE TEST REPORTS: FTL-2763, FTL-2780, & 2816 Comporofive Anolysis and Gloss Table ASTM E1300. Ramon ark -P-E. PE #39712 Structural 1 ■ INDUSTRIES 7070 TECt0401. SY DRfvF NOKOMIS, FL 34275 120.000 Dro �l F.K. rr:Ir. P.D. BOX 1529 NOK01.CS, FL 34274 I Ro sd BY�Dote. Dof e 8/73/01 PW-701 Scan: NTS Rrvisions: REDRAWN ALUMINUM FIXED WINDQW T Sr ee l: 80 8 APPROVED A5 CO WIN ING VAT N THE SOUTH FLORIDA BUILD: ODE Df, BY Dt sa ip6on: COMPARATIVE ANALYSIS, NON - IMPACT PROD .T C NTROL DIVISION BUIL II r , CODE COMPLIANCE 0 ACCE ?TANCE KO O I' c) 7.0) Dr No. 4231 Per: C —� y .090 INTERL4YER 3/16` ANNEALED -4.—i 1-1,— - 3/ ANNEALED 3/16 HE4T STRENGTHENED or .090 iNTERLAYER 3/16' NEAT STRENGTHENED TYPICAL GLAZING DETAIL 7/16" LAMINATED GLASS or GLASS SILICON REFERENCE TEST REPORTS: FTL -2763, FTL -2780, FTL -2797 & 2816 10 k,YF PE ;39712 Structural - � 3/ )6 ' TEMPERED INDUSTRIES TYPICAL GLAZING DETAIL 3/16" TEMPERED CLASS Drc Kn 8 F.K. GLAZING & CORNER DETAIL Ti! Sc: 7070 TLCH?'OLOCY DP.!YF P.D. BDx 7529 .dOK0WS, 11 .34275 NOKO t! . a 34274 AILJMINU i Pe.-sd BYT0cte: 1 E Date: 8/13/01 5c rie s /1.lodct: PYl -701 REDRAWN Sccie: NTS Rcr,a■ons: WINDOW DETAIL C TYP. 90' CORNER CONNECTION Shce[: 7o' 8 APPROVED AS COMPLYING WITH TI ,F SOUTH FLORIDA BOLDING CODE BY r/ • b. t PROD' C •NT ROL D1V ?ULDING CODE COMPLIANCE D I\CCEFTi,NCE Z40 - \ LIZ Druvo'ng No. 4231 F .062 .500 .062 P P-707 U - CHANNEL GLAZING BEAD 2.784 .688 P NN-701 FRAME EXTRUSION 1.500 >?ffERE CE 39 & 2816 MK. 2 3 6 7 8 PART DESCRIPTION 612242 FRAME HEAD, SILL & JAMB 6533402 U— CHANNEL GLAZING BEAD 7834 .__ ,7 8 x 3/4 PN. P.H. SMS BILL OF MATERIAL 62899C/625019 SILICON BACK BEDDING DOV / /G.E. CR = 67412K CLOSED CELL FOAM TAPE FOR 3/16 GLASS 62BV1570 6SM55W 9 SEE NOTE 10 7PWSV/ 11 SEE NOTE Raberi ttark.R . PE x33712 Strdclural CLOSED CELL FOAM TAPE FOR 7/15 GLASS SEAM SEALER 3/76 TEMPERED GLASS 7/7 6 LAMI (. 187HS/. 187HS) 7 6 x 7/8 Fl . PH_ TEK 7/1 6 LAMi (. 187A/. 090/. 187A) NOTE: ITEM 9 & 11 USES DUPONT BUTACITE PV8 INTERLAYER VISIBLE LIGHT CALCULATION L C LCULATION WI-1 WINDOW WIDTH "TIP TO TIP" - 3.00" WINDOW HEIGHT "TIP TO TIP" — 3.00" D trn By F. K. 1 10TO TECIVOLCCr DRIVE P.O. BOX 1529 t'OKOMS. ai 34275. NOKOW1S, a 34274 - WW Rana EV -Bole: I , Do; c: 8/13/01 Rc.iSrOGr REDRAWN VENDOR 6063— T5 SPENCER GR = JAPE SFEC1ALISJS Of TL OR = TAPE SPEC`A!JSTS OF FL OR = SCHAIL /FOREHEAD OR = T R!FL E DIAMOND GLASS OR = TR!!PLE DIAMOND GLASS OR _ SPENCER OR = TRIPLE DIAMOND CLASS G',=s = a« EXTRUSION PROFILES & 8.0.1. ALUMINUM FIXED WINDOW Pw -701 Scofe. NTS $beet: Drc wing No. 6 °! 8 4231 VENDOR ,9 AF —12242 5063 5 AT — 533402 S .5504 AFPF,CVED AS COMPLYL 3 WITH THE SOUTH s= LOR)DA $Uf LDNG CAGE PP.DD'.CT'4 4TRDL DNIS1CN SUILDU G CODE COMPLLANCE'/GE gifr.^TAZ;fFh D1 Rc < IAAY.IMUt.! HEIGHT SEE SHEE 15 1 THRU 4 2x WOOD 1-7/2 MIN. BUCK 1 Li p s A H C ' E u 4AX. /12 PAN HEAD WOOD SCREWY 7/15 LAMf,NATED OR 3/15 TEMPERED GLASS 1/4" SHIM MAX. 1-1/4 SECTION A —A TYPICAL SECTION & —!NSTA 7- -ION— INTO - C0NQR€TL; AT SILK -& WOOD —AT --HEN.) 3/15" HEX HD. TAPCON OR ,3/15 RAT HD. TAPCDN (CS RE'Q D) Ji —.6C3 CLASS BITE NOTES: 1. MAXIMUM OVERALL DiN,ENSIONS ARE APPLICABLE TO SEC TONED ARCH. SHAPES. ANCHORAGE METHODS ARE APPLICABLE TO ALL SHAPES SHOWN ON SHEETS 1 THROUGH 4 OF 8. 2. REFERENCE TEST REPORTS: FTL -2753, FTL -2780, FTL -2797 & FTL -2815 v / Robe L. Clark, P. E. P-£ #39312 Structural 3/16` HEX HD. TAPCON OR 3/16` FLAT HD. TAPCON (CS;NK REO'D) SECTION B— B TYPICAL SECTION & ALTERNATE INSTALLATION JNTQ CON4RE TE T ■ INDUSTRIES ibV1MUM MDTN SEE SHEETS 1 THRU 4 Drc Fn sr F.K. Dcacription: Titt_; 1070 licHmOt.ocr DRnr£ P.D. BOX 1529 ND Of EIS, J1 .34275 /4OKOWS, F7 34274 P.c,zo BylDote: Dcte 8/13/01 SECTIONAL & ANCHORAGE VIEWS ALUMINUM FIXED WINDOW - sue 3�'u�aa: PW –701 1/4 SHAI SPACE raA.X.— Rcv.sions: 14 REDRAWN �oie: Sates NTS 5a 8 APPROVED AS CiDNIPLYiNG +MTH T? SOUTH FLORIDA BUILDING CODE DA c BY PROD �l RGL DN:SION BUILDING CODE COl,'.PLtANCE OFFICE ACCEPTANCE NO.O1 01 re---lx WOOD BOOK —1 1/4 U 14. 4231 NON - IMPACT WINDOWS CONT. QUARTER CIRCLE 68" x 68" Moximum Area 25.22 sq. ft. HALE CIRCLE 120" x 60" Maximum Area 39.27 sq. ft. TRAPEZOID 60' x 120 Maximum Area 43.75 sq. ft. OCTAGON 60" x 60" Maximum Areo 20.71 sq. ft. Robe ri L. Clark, P.E PE #39112 S' t ti r T INDUSTRIES 7070 7ECHNOLC Y OWE NOKOLTS, Il 34275 EYEBRON 74" x 37" Moximum Area 17.83 sq. ft. RECTANGLE 60" x 120" Maximum Area 50.00 sq. ft. Drc.m F.K. rug: D<:e a /13/0 — crisiOns: REDRAWN ELEVATIONS, 3/16 TEMPERED CLASS ALUMINUM FIXED WINDOW P.O. BOX 1529 HOK0i415. 11_ 34274 Sencr /dodels PW--701 it 3; APPROVED AS COMPLYING 1rY.TH Tim SOUTH S )ra i £LJ —� BY / /. PROP _.CII • TROLO1vSIOZ --1 BULL CODE COWPLIANC OF�E Scold: Steel: ✓ro.r Hc. NTS 4o! 8 4231 ACCEPTAK - 01( )7 HEXAGON 60" BETWEEN FLATS Maximum Areo 21.65 sq. ff. FAN 120" x 55" Maximum Area 35.20 sq. ft. NON - IMPACT WINDOWS 1.) GLAZING: 3/16 TEMPERED 2.) CONFIGURATIONS: 0 3.) FOR DESIGN PRESSURE RATING SEE COMPARATIVE ANALYSIS 4.) ANCHOR MAXIMUM SPACING: 12.000" 5.) .SHUTTERS REQUIRED AT ALL iNSTALLATIONS 6.) ALL FRAME JOINTS TO BE SEAM WELDED 7.) REFERENCE TEST REPORTS: FTL -2763, 2780 & 2816 ON SHT. 8 OF 8 FULL CIRCLE 060" Maximum Area 19.64 sq. ft. ELLIPTICAL 720" x 48" Maximum Area 37.46 sq. ft. f:77 Uz ,obu zrk,�' PE 1739712 Structural SJ'JTH FLORIDA BL ILDIN3 EY PRODGC7� 1 t INDUSTRIES 1070 ]ECI- INOWGY DRNE NOKOMIS, FL .34275 Oro .n Ocscrip •;on: TiU F.K. r A ARCH. 60" x 120" Maximum Area 47.32 sq. ft. Dote: 8/13/01 Rcvizionz: REDRAWN ELEVATIONS, 3/16 TEMPERED GLASS ALUMINUM FIXED NINDOW P.O. 80X 1529 MOKOW7S, 11 3-4274 Suirs /I odd: Stoic: S•cet. PW -701 ITS 3 Df 8 SE SHT. 7 ALIPRDVED AS CCti:PLYING MTH 7HE BUIL }'G CODE COMPLANCE Or ICE cc T A Dro ning No NTROL D.'V SION 4231 ODE Rev: C N. QUARTER CIRCLE 68" X 68" Maximum Area 25.22 sq. ft. HALE CIRCLE 96" x 48" Maximum Areo 25.13 sq. ft. LARGE MISSILE IMPACT WINDOWS CONT. TRAPEZOID 48" x 96" Maximum Area 30.28 sq. ft. OCTAGON 60" x 60" Maximum Area 20.71 sq. ft. i� 4 1070 7tG'i tOY7 Dr?t1 ti0K0141S, Fl .34275 INDUSTRIES EYEBROW 96" x 48" Maximum Area 30.24 sq. ft. RECTANGLE • 48" x 96" Moximum Area 32.00 sq. ft. Dcscript;o.2 F.K. 8/13/01 ALUMINUM FIXED ScricOloGd: P.D. aOx )529 NOKOWs. f , 274 PV/ -7o I RtvalOr.3: REDRANN 48 - APPROVED FS COMPLYNG WITH THE ELEVATIONS, 7/16 LAMINATED GLASS WINDOW Scoffer Shcetl NTS 2. 8 0rc,.in9 No. SOUT DA`F EY PROD ONTROL DIVMS10 EUILDING CODE CONPUANCEOFFICE ar rPTpr41- NO C.) U • C.) 4231 Moximum Area 21.65 so. f t. FAN 96" X 47" Moximum Area 24.47 sq. ft. LARGE MISSILE IMPACT WINDOWS I.) GLAZING: 7/15" LAM'NATED W /!NTERLAYER DUPONT BUCACITE PV9 2.) CONFIGURATIONS: 0 � V Cf1 \'' 060" . Maximum Are° 19.64 sq. ft. ELLIPTICAL 96" X 4 7" Maximum Area 24.61 sq. ft. ARCH. 48" X 96 " X J Moximum Arco 30.28 sq. ft ri C Jr_ = HT. / APPROVED A.S f C�C 3 +��QLYI'JG W.TH THE �U�r . ;.RiD J uL4t j MOJE z � % � U i NIfin 5? PROD CT .TR0. D!VISIC EU)LDING CODE CO.'.1 ?U ICE OfFI_E ACCEPTANCE NO L \C) - • c 3.) DESIGN PRESSURE RATING: +60.0 PSF & —60.0 PSF (3/16" HEAT STRENGTHENED /090/3/16" HEAT STRENTHENED +36.0 PSF & —36.0 PSF (3/16" ANNEALED /.090 /3/16" ANNEALED) 4.) ANCHOR MAX.!MIM SPACING: 12.000" 5.) NO SHUTTERS REQURED 6.) ALL FRAME JOINTS TO BE SEW WELDED 7.) REFERENCE TEST REPORT: FTL -2797 z IA M0) Rubcrt L. C.ark, PE. FE #39712 Structural L T INDUSTRIES 1070 7EC-f %Y DR1 c UN OWS. 11 34275 Drc .-n 8y. F.K. Dt3CripVinn: P.D. 30X 1529 HONC'J/S, n. 34274 Rosa ?y:10elc: 1 Pco:4 8/1 3/01 $cric: /.1 ch. Pw -701 SCo1e NTS REDRAWN ELEVATIONS, 7/7 6 LAMINATED GLASS L -A - IN- UM -Ei-X ED- NI -i\'9G 1 of 8 A - c wing No, 4231 Pty. C ... - =t .:t _.. .. ' • _. ♦.♦ - -7- Jl .::y 1 - . :.7 - s tl ' . a-� >,:•• r t. -' r � n X771 1 , =" I r_��• r ms's -.!!!!!!91124114!!!!!!NEMEr mmiluw (r y� r • I -.' TIT il„===1111111111111111111111011121 N" k � • i I luyes...11 INIMININInt !MINENNINIIIII■11111111.111ali {� • !_ ' 1 r `� • r te__ • ��+ rte_• • r—' �:+ '! Lf LOCATION. OF OPTIONAL V_ ENTS — _ AREA_.OE =PENT$ NOT _TO EXCEED 60. SQ INCHES BETWEEN STILES • 76" (7'6 "H & 8'0 "H DOORS ONLY) TRACK CONFIGURATION DOl 63" SCALE 1" = 36" HEI - 5 . 2• GALV, STEEL TRACK, TRACK. THICKNESS: .0$3'. , -+- A `- OPTIONAL` OUTSIDE KEYED 44CK POSITION M. DOOR WIDTH '= 16 2 �... -.> - MM. 4 INSIDE ELEVATION$ SCREE 1 18" - ' HORIZONTAL TRACK SUPPORT- BY DOOR INSTALLER (TO SUIT) - \ 12 CA. CALV. STEEL CONTINUOUS 1 -5/8" x 2 -3/8" ANGLE. - INSTALLER RETAIL 1100EL MODEL - DESCRIPTION _ • 43 < 83 WOOOGRAJN TEXTURE, RASED PANEL; - GN.V. _INTER. STILES = — '94 84A WOOOCR JN Tt TURF, f2AJSED PA7IEl ' PANTEd /CALV, INTER.` STILES DOORS UP TO r-0" HIGH CONSIST OF (4) SECTIONS (SHOWN.. DOORS OVER 7' -0 HIGH CONSIST OF (5) SECTIONS (NOT SHOWN). 1'_45 ` - LOC= POSITION (BOTH' CONFORMS-`-LO SP8C 3603.2 RECARGING GARAGE DOORS::.WIJH 8"; lIsf ENGAGEMEsIT. DOOR. = TESTED- FOR FORCED ENTRY WITH BOTH: OUTSIDE= KErE LOCK AND INSIDE OPTIONS (SEE - LAICOUT OF' EACH �_ t isise�ea'4uexsela ; ;i3� QESIGN ENGINEER WEST #3Fi;LD, P.E. FLORIDA- REGISTRATON No. 48495 • ! .4 "x3/4 s``ELI TAPPING SCREWS: 14 GA, ENO HINGE$" 18 CA. INTERMEDIATE HINGE SCALE 1'#= Q ', SCALE 1" = 9" VIEW "B" - t 3 "C" DATE DE SCRIP 1 IUN 3/27/95 ADDED JAMB DWG & CHART TO PAGE 4 11/3/97 REFIT DWG TO 2 PAGES - 2/6/2000 DEL. M/N 87/97; DDS /G - - - 40 WAS DQSK /G -6 12 GA. CALV. STEEL TOP ROLLER BRACKET EACH BRACKET ATTACHED W /(4) #14x5/8 - SHEET METAL SCREWS. ADJUSTABLE SLIDE. ATTACHED TO; TOP: BRACKET WITH_ (2)- 1 /441 /2" -BOLTS AND NUTS. PER BRACKET, . f 6 TALC= CHAtyNEL 14 GA -- GALV : ROLLER ;HINGE ` 16 G GALV: STE €L _" EACH HINGE FASTENED -TO END = - STILES W /(4).'1445/8" SHEET METAL` AND (4) 1/4x3/4 SELF TAPPING SCREWS. (SEE VIEW "En NE , .6" - ; TALL C-CHANNEL :PER`DOOR SECTION. (SEE-VIEW." CHANNEL ATTACHED AT EACH STILE LOCATION WITH 1) : 1/4 "x3/4 SELF -TPPING-SCREW.•'- - 1 -1/4" WIDE x 16 CA. CALV. STRAP. (7) PER DOOR SECTION, EXCEPT (8) STRAPS ON 2ND SECTION (SEE INSIDE ELEVATION). <, EACH STRAP ATTACHED-, - - WITH (3) 1/4 "x3/4" SELF TAPPING SCREWS (TWO SCREWS TO DOOR, ONE SCREW TO C- CHANNEL). ,Ar(.U:1.1. sty i i,it i)i.i 1/1 i - 13 GA. GAIN. STEEL BOTTOM BRACKET. $ ti fi0g11(+,t;u'Jflti ?;a ATTACHED WITH (2) ((14x5/8" SHEET METAL $CREWS v ALUMINUM.- EXTRUSION & ;V INYL WEAIHER$TRJP �-- 8 ✓ {: SECTION A -A (S10E VwwL.. _ _ i O C '.SCf jTicf'tr SCALE 1 • _ �" ra ufcalt6 roO t':co��rii DESIGN LOADS: +46.6 P.S.F. do 52.0 P.S.F. - '- ACCEPTAHC N O . DQSK; VENT AREA; TRACK NOTE TO PG. 1 MODELS 83, 84A, 93, 94 ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS LOCATION. ATTACHED W/ PATENTED TOG -L -LOO SYSTEM (TOP & BOT) AND URETHANE ADHESIVE (ALONG CENTER) A 18 GA. CALV.- DOUBLE END STILES ATTACHED TO TOP AND BOTTOM RAIL — WITH PATENTED TOG -L -LOC SYSTEM. PAG 1 OF 2 16 CA. PAINTED ENO STILES ATTACHED TO DOOR SKIII WITH ._10G - - LOC SYSTEM (TOP, BOTTOM do cEN'ER). VIEW C_ Zftix.ICY . 5.`DE - Prir; LOAD FROM' TIC DOOR' IS:TRANSFERRED 10 1THE 'TRACK ?( NDI. - THEN -- OMt 10 : 7t.TH_E 2•6= JAMBS.' (GRADE 2 OR BETTER YELLOW- RINE). NO LOAD FROM tHE QO0Rl %UAL (TOP) JAMB- _ EACTI:OVERTICAL'JAMB MAXIMUM DESIGN LOAD OF 1-2,982.4 LB & -3,328 _ NOT REQUIRED) COUNTERSUNK TO PROVIDE.' A FLUSH 1 _ D-WIA WLLS0F000J -- 0FENINGSHALLI 4- 13E FAMED__ SOLIDI _NO:1 LESS -THAN. (3) :_2x6 - PRESSURE TED.x GRADE"; fZ OR BETTEW W060 --STUD- OF A--STRESS' GRADE- NOT "-LESS- THAN 120T PSI' 'NOMINAL XTREME FIBER 5TRESS N FNDING (F;). SPJD WALLS TO OE coNnNuotis FROM FOOTING TO PE. BEAMS ACCORDANCE-WITT SFOC SECTION 2905.1. BE - ANCHORED .:-T: 10 GROUT REINFORCED BLOCK- WALL OR CONCRETE.z.COLIJMN --- F.BLO.C.K:! . WALL CELLS SHALL BE FILLED- WITH CONCRtit AND REINFORCED WITH j5 BAR _EXTENDING liTA -- .11 - 1E,FO01ING. - '. AND INTO. TIE. BEAms ALL ,BARS SHALL BE CONTINUOIJS FROM THE TIE BEAMS Tgi FOOTING:. PER BLOCK' WALL. OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COLUMNS_ TO BE 15C-S-40ED,44T:i,Q1JI1DING7PR0FESSIONAL' OF ,RECC:RD, AND IN ACCORDACE WITH S.F.14 OF FXSTE4E PER VERTICAL-t=. 2 6 VERp - - • f;'..' MINIMUM' _DISTANCE:BETWEEN. OENTER- Of 'ANCHOR AND EDGE OF CONCRETE BLOCK: EXCLU STUCCO • • . OUTSIDE ----.._ HANDLE INTER. STILE DRAvti BY ENO STILE. LOCK OAR GUIDE LOCK BAR ENGAGES IN OUTSIDE KEYED LOCK T O LOCK BAR LOCKING OF DOOR. CONFORMS TO SFBC 3603.2 SNAP LATCH. ENGAGES ONTO VERTICAL TRACK. ONE- SNAP' LATCH ON EACH SIDE OF DOOR. BYATTACI DEL: - M/N 608'764:4D" WAS; DOSK /0-- 60 END ..5TILE, .INSIDE HANDLE _ OUTSIDE - KEYED LOOK SNAP LATCH LOCK OPTION " CONFORMS. TO SFBC 3603.2 2/15/95 FAWN CEP/ ITIN CHAR ,SLIDE BOLT OCK ENGAGES INTO VERTICAL TRACK. ONE OCK ON . EACH SIDE OF DOOR. MAX SIZE 16 x 8'0"H DE SCR le too DOUBLE CAR HURRICANE PAN DOOR REV 4 Afam..-aucataw &MY "jayASaalrs`6,1:474'?"..1-di .41 k • x6 STRUCTURE ATTACHMENT NOT _TO BE-USED FOR OF TRACK ANGLE TO 2x6 VERTICAL JAMBS OR _SUPPORTING STRUCTURE) MIN. No. OF OT I CE U NI ER f. . FA5TENE.RS ..-- DISTANC ' T RoRvTic.7 , ....ilvitiofrid - TYPE:,' FASTENER' TYPE- JAM .Et WOOT FRAME .. 1 27- x .3"... EMBED LAG SCREW ASTTA A307 GRADE A _BLoc..1<f_wALt: OR CONCRETE 1 4- x " JO MIN: EMBED TARCON ONCRETE ANCHOR BLOCK-A WALL-i OW CONCRETE.' 3/8-1- /4' MIN EMBED: EXPANSION. ANCHOR:T{740D -SERIES) ._ L.1 CLOPAY.= DOES -, Wit:: SUPPLY-l'JAM CFAXTA£1:im ENT FASTENERS :7 -: --_ ,:-... 7' pOoR' oyERtJP: - 2x6 WOOD - JATAB: a: PREP .ARAPON.: N0 E.' A80 „ :12: GAL.V.. STEEC.0N1iNUOUS .0907 JAMB_ , SCREWS:' BE NOTCH ED AT.- JAM a, TO 7 TRucTu ;E ATTACHMENT= pipiNTS: GALV:- STEEL '-TRAO1‹: FASTENED:. "2.-7 GALV: STEEL- TRACK'. CUPS = -- - TRACK- ATTACHED-TO EACH-- CLIP WITH TWO 1/4"x5/8" BOLTS & NUTS. ,z_LFAcH TE N C U L O IP US AT AN TAg-I t ED WI T T O I (2) 114 RNETS, PER-CLIP. A?, t SL_tC i. JAMB COEELUEA110 STOP_ L401,1LOtti4:BV DOOR - .11 , 1STAF:Wi_IZO.SuiT). 15 GA. GAO-. STEEL PAINTED END STILE _ . . 18 GA. GALV, STEEL DOUBLE END STILE GALY STEEL INTER: - 511LE - 7/16' I.D. ROUND - IA - CA. GALV. STEEL CENTER HINGE PUSH NUT=, FASTENER -= FASTENED TO INTER. STILES W/(4) - EACH f14x5/8" SHEET METAL SCREWS 14 GA. GALV. STEEL ROLLER HINGES FASTENED TO' END STILES W/(4) EJCH /14x5/8* SHEET METAL SCREWS (2) 1/4" SELF TAPPING SCREWS PER END HINGE. 2" DIA. LONG STEM, 10 BALL STEEL ROLLER. END OF ROLLER STEM THREADED FOR 7/16" NUT. - Mai Building Products Com san - JAMB PREPA, - EACH CONTINI,,OLIST FASTEED TO PRESSURE TREATED 2X6 YELLOW PINE WOOD J.TABS' \tiriffY/r6T LAG 'SCREWSy (12) LAG SCREWS PER SIDE UP TO-- 7'0' HIGH AN) ( 05 t UP TO 8'0" HIGH). THE METHOD'. OF ATTACHMENT TO THE SUPP)RTING.f TIJE PRESSURE--TREATED 2x6 WOOD JAMBS -SHALL - APPROVED BYI_THE- PROMS-S AWL OFIRECORD FOR THE STRUCTURE AND IN AC_CORDANCE - W11 - 1-4 CURRENT BUII DINGT.COOEVFOIr.THLLOADS LISTED ON THIS DRAWING OR AS SHOWN ON PAGE 4 CF THISi Q.841491:=.1 PREPARATION OF JAMBS BY OTHERS. - . - - - ALL MOUNT'W. OF _TRA TRACK SUPPORTS, AND ALL OTHER DOOR HARM, .RE.7,1'0:74W CLOPAY INSTALLATION INSTRUCTIONS SUPPUED WIT -1 D09K OTHERWISE NOTED. , 7' DESIGN LOADS: +46.6 P.S.F. & -52.0 P.S.F. FLORIDA REIISTRATION No. 48495 JO (FRAN C ES Un'ess S Otherw;s• - - .00 = ±.03 .000- ±.015 .0000 = ±.007 Degrees = t1/7 ,CLOPAY BUILDING PRODUCTS 312 WALUNT STREET,SUITE 1600 - CINCINNATI, OHIO 45202 • SCALE. DfECKED BY NOTED AFFROVL07. h,S"~ CCMr'NG (1T4 Pi SOUTH FLORIDA 8tIiLOIt CODE DATE_ AR : PRODUCT CONTROL DIVISION - - BUILDING CODE COMrtlf,NCE_ 01 F10E ACCEFTANCE NO. ° PAGE. 2 OF 2 CRAVING NUM DER 101300 .41 TYP. . HEA D, SILL JAMB 3/16' TAFCON NO C 'S!NK REQ. (NOTE 2) MAX. NOTE: 1. REFERENCE TEST REPORT F & COMP. ANALYSIS SHEETS FOR ANCHOR SPACING & STARTING POINTS. 2. USE MIAMI- --DADL COUNTY APPROVED TAPCONS. 1 1/ —z' • e X w000 BUCK TYP. HEAD, SILL JAMB 1 • R4cr. L. Clark. PE. PE #39712 SlrucleTal 102 4.026 I I .657 �� { j ir .Obz J , 4 I� -� 1 250 O FRAME MEE7rNC FAIL 606.3 -T5 ALUM. INDUSTRIES 1070 '£Gird ocY DP /VE NC, C+a 5 FL J.215 P.T. BOX 52g NC.KObt +S FL J4274 t�J ten- 1._c2 4 .050 !MAIN FRA. E 6053 -T5 ALUM. f . 1.575 ( � 'revs( 8 F.K. Do'e: 11 1 1/6/01f Pend ■f Eger.: F. K. 7/.30/0 Dram ?Y D.B. .scrip I:nnr ANCHORAGE D :!e: :211 3/9a Peris.ons: RUM ALT. ,<NCH. r8 dr EXTR. c _1 062 y � SAS" FRAME, M PACs 6063 -T5 ALUM. 050 L . 1.096 -- C WG Sr4D, 5/1 6963 -T5 ALUM. APPROt'EO AS CO44P;Yi.NG 4T} fl SOUTH C.:4 B.'RII;N; cc r �n rr 2 .7 CO PRODUCT OO!• ROL DMSP^y r BIALIXNG CODE CO4GGLIANCE °M CC CCLPTN+GE NO S +1- & EXTRUSION PROFILES !L!_S j ALUMINUM CASEMENT IMPACT WINDOW S e kt /woCef: • Sco'e: .5 e.. D; o.,ng Nc. c oo N TS ' 5 of 5 339 f L 63" MAX. HOGHT REFERENCE TEST REPO ) ?T: F7L -2246 --- 2.000 - -�, .2.50 MAX. SNir,4 SPACE 55 r/2' MAX. DAYLIGHT OPENING SECTION A -A .250 MAX. SHIM SPACE CLASS — 1/8" HEAT STRENGTHENED CLASS 30 7/8 ` MAX, — DAYLIGHT ODENJNG ��— rYY. Rc.beft L Clark, P.E. PE #37/12 St ucfurai SECTION 8 -6 1/2" GLASS BITE .090 1NTERLAYER (SEE IJOTC) INDUSTRIES 1070 TCCNNOL0CY ORIVF' NOKOMIS. 2 3 P.O. BOX 1529 NOKO.NS, JY 34274 GLASS 1/8" ANNEALED GLASS G cwn tJ1- Pole: 0.8. 2/13/98 Sere. /Mode: C— 700 Dee: RcriSOnr. 11 6 Or GLAZING CET. 1/8" HEAT STRENGTHENED GLASS NOTE- INTERI.4Y T1 JS .090 MONSANTO SAFLEX OR DUPONT w /euTIcr E GLAZING OPTIONS, 5/16" (.350) LAMINATED GLASS Revraars TO & MAX. DIU. 5?:ee 2.000 r /2 ' GLASS 817E .090 1N TER LAYER YER (SEE NO E) 1/8" ANNEALED G! SS APORCVED its CO!dPtrNC w1714 Tt E SDumi RormA E'JR .DING CODE coo c _404 EUliCK 3 CODE COM FiJmCE CFFjC ACCEPTANCE No. 0 {'`S0 01 SECTIONS & GLAZING DETAILS rc, ALUMINUM CASEMENT IMPACT. WINDQ N 4 of 5 339 1_ L REFERENCE TEST REPORT: FTL -2246 ITEM PG # 1 60228 _69999 3 644588 4 781PQA 7CORNMLG 7CORNMSM 40712 6O200K 60150K 6FRUE3K 49004 7KEEP 77RAK 7CE11G 710516PPA DESCRIPTION FRAME HEAD, SILL, JAMB 2 FRAME MEETING RAIL SASH HEAD, S1LL 8x1 SCREW PAN Ha QUAD. 5 I.G. MAW fHM, CORNER KEY 6 SM. MAIN FRM/SASH CORNER KEY 7 PLASTIC VAIN FRM. CORNER KEY 8 W.S TRIP _ .1 g0 x . 200 OLON 9 W,STRtP, .190 x .150 OLON 10 MAIN FRAME BULB WEATHERSTRIP 1 1 SASH • LOCK 12 SASH LOCK KEEPER 13 7CAOR�S CASEMENT OPER. Rr /LEFT 1 4 OPERATOR GUIOC TRACK 75 STANDARD HINGE 16 10x5/16 SCREW PAN HO. PHIL 5/16" . W /MGN.SANTO INTERL4YER 17 5/16' W /OUPGHT 1NTERL4YER 68 EXTRUDED GLAZING BEA0, 5/ 16 SILICONE SEA' SEALER VINYL BULB WEATHERSTRIP 18 19 6536 20' 62899C 21 6SA455W 22 61P248 TYPICAL SASN CORn £R Rohciri L. Qark. P.E. PE 1139712 So ctural N0 OTYS - INDUSTRIES r0:0 TECNNOLOG"Y Okrvt NOKOMS. rc 3 P.O. BOX 1529 NOKOMIS, rL 34274 in vent (op r7)71) vent bottom & 4 4 in mein frome) 2 Olt(h. fr. jamb 12" from ends, 2 vent mtg. roil 12 , from ends 2 Lower ri.ht frame corner 1 per opero(cr) right (rcrrle corners) erotcr hin.e (rok screws MERCHANTS FASTENER H.P.G. IN BRACKETS ARE FOR Reed Sr O e: F.K. 11/6/01 ficrsd t ie• F. f . 7/30/01 Orr . By: O,ie D.Q. 2/1 GtSC 1 p[ion: PARTS LIST rne: sosh ossy. screws) FASTEC INO. PRECISION FAB. PRECISION FAB. side ro X CONFIGURATION Pev:sron.: SHT NO. VENDOR INDAL AL UMAX INCA VINYL -TECH, / PGr SCHLEGEL CORP. 0200x 190 SCHLEGEL CORP. 01.50 x 190 PROTOTYPE PLASTICS FP-176 BLACK VINYL - TECH. / PG r 49004 TRUTH HARDWARE 208000 TRUTH HARDWARE 23- 19 -23-002 TRUTH HARDWARE 30175 TRUTH HARDWARE J.'3. 10.00. 10 1 AL UMAX DOW CORNING SCHNEE- MOREHEAD TEAM PLAS Fcv:skol: TB & PGTP/Ns VENDOR #] CAS -44451 CA14 -44207 CAS -- 445683 536168 899 SM55 04 TP --24t3 AI'PRc1 W AS C OUPLYYNQ LMT1t NE MIN f1ORs& O+JIDonl COCI i t ton ' P 4Rz OL t)n^S BIACDF"iG GODS COMPLIANCE Or ric4 ACCEPTANCE N4. d t •1 4 i1 ALUMINUM CASEMENT IMPACT WINDOW Scf %U/�1od[!r Scote: Sheri: p.rMy vo, 'Fey: K C -700 NTS 3 or 5 339 E GLASS OPTION 6 DESIGN PRESSURE RATING (P.S.F.) WINDOW W IDTH WINDOW HEIGHT 68.000 70.000 72.000 NEG. POS. NEG. POS. —750 75.0 NEG. FO5. —75.0 75.0 28.000 75.0 75.0 32.000 — 5.0 75.0 —74.5 74.5 - -72.5 72.5 • 5" MAX. TYP. 72' MAX. V A 32" MAX. 29.723 SEE SHEET 4 CF 5 FOR SECTIONS & GLAZING OPT/ON DETAILS 71" MAX. ON CENTER 1 { 5 MAX. J Robert L. dark, P.E. PE #39712 Structural LARGE MISSILE IMPACT WINDOWS 1.) GLAZING OPTIONS: 5 /t5" (.350) LAMINATED CLASS W/ 1.4'O.NSANTO SAFLEx CP DUPONT PV9 W /BUTACIIE 1NTERLAYER. A. 7/8" HEAT STRENGTHENED GLASS, .090 I.N'TERL ?"ER, 1 /8" HEAT ST PCNGTI %CNF.0 CLASS B. 1/8' ANNEALED GLASS. .090 INTERLAYER, I /8" ANNEALED CLASS 2.) CONFIGURATIONS: X 3,) DESIGN PRESSURE RATING: A. FOR CLASS OPTION A (HEAT STR£NGTHEO) ALL SIZES ARE +/- 75 P S.E. 9. FOR GLASS OPTION 9 (ANNEi.LED) SEE TAELE. 4.) ANCHORS: MAX. 5" FROM EACH CORNER MAX. SPACING AT HEAD & SILL: 1 1 " MAX. SPACING AT JAMBS: 1 1' 5.) SHUTTER REOUtREVEN NO SHUTTERS REOUtRED 6.) REFERENCE TEST REPORT: F71.-2246 fiLL SMAII_F_R S IZES NOT SHOWN ARE f/- 75 P.S.F. T INDUSTRIES 7 070 TLCxWOLOGY DRtr'[' NGKCVrS, FL 34275 P.O. 8OX 1524 NOK014iS. fL 34274 Revrd by; F K. Revs Ly: F.K. Drawn F D.B. Gcrcripl:on: r:!ie: Gate: 11/6/01 Dale: 7/30/01 Dee: 2/13/96 R�virar+r- ADO SHT & TABLES Rr�s%os: TB & EXTR, ELEVATION "X" CONI= IC. ALUMINUM CASEMENT IMPACT WINDOW APPRO./CD AS CO PCYNC MTh fl SOUTH RORYJA eutCtktva co *E GATE C 4 r Li 10 k er P . tYS CO OC DIMS (VJICO.NG CODE CCM?ttar4CE UFFICk ACCEPTANC* 01' t{Da•j1 Scne /JJoQel: Sco!e Sheet: Cwvinq No. Rte. C-700 NTS 2 or 5 339 `__J GLASS OPTION B DESIGN PRESSURE RATING (P.S.F.) WINDOW WIDTH WINDOW NEIGUT 50.625 56.000 63.000 NEG. POS. NEC . PC5 NEG. P05. 64.000 -7.5.0 75.0 -- 75.0 75.0 -75.0 75.0 66.000 - 75.0 75.0 -75.0 75.0 -74.2 74.2 ] 72.000 -75.0 �0 - -22.8 72.8 -70.2 70.2 -652 65. -62.7 62.1 74.000 -75.0 75.0 G3 MAX. 5 " UJ1X. 4" (SCE NOTE 4) -- r 1" MAX. "- CENTER 36. 125 4" IT 74" MAX. SEE SHEET 4 OF 5 FOR SECTIONS & GLAZING OPTION DETAILS - 4' (SEE. NOTE 4) N N N / 35. -- 5" MAX. 5" MAX } 11 MAY. 01 CENTER 5 - MAX. .kiz Robert L.C1ark. Pr . PE 434112 St+ uciural I-ARCF I.dISSII_E IMPACT WINDOWS 1.) C14.ZING OPTIONS: 5716" ( 350) LAMIN4TC0 GLASS W/ MONSANTO SAFLEX OR DUPONT PV8 V / /8UTAC11E INTERLAYER. A. 1 /8" I.1E4T STRENCTNEN£O GLASS. .090 INTERLAYER, 1/8" H CA l 5TRFNG TN1:NED S1_15'. 8. 1/8" ANNEALED GLASS, .090 INTCP y R, 7/8" ANNEALED CLASS 2.) CONACURArtorJS XX 3.) DES.'GN PRESSURE RATING A FOR CiA5S OPTION A (PEAT STRENGTHED) ALL SIZES APE 4-/- 75 P.S.F. o. FOR CLASS OPTION 8 ( ANNEALED) SEE TA6LE. 4.) ANCHORS: IJ.4X, 5" FROM EACH CORNER 110 SCREWS - 2 ANCHORS 4 " APART 4 " FR(:!./ EACH MEETING PAIL 3/76 TAPCONS 1 ANCHOR, 4" FROM EACH f'EETiNG RAIL !J SPACING AT !-'&4D & SILL: r t MAX. SPACNG AT JAMtB5: 1 1" 5.) SHUTTER REOUi EMENT: NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT: >: rL -2246 ALL S MALL ER SIZES Nor SHOWN ARE ±-/- 75 P. S_r INDUSTRIES I C. 7O TFC+INOLOGr DRAT NOKOwS, fl. 34275 P.O. 9OK 1529 NCKOUIS. fL 14274 Pt. sd AC F.K. 01( 1//: $f 0.13, Da[r: 7/30/01 Doi e: 2/13/98 CUcrrl o.,' ELEV,4 TION .'c.-so oy F K. ALUMINUM CASEMENT IMPACT WINDOW Scrfee /itvdct. 0 - 700 rlctc: RcvtsFan r: 11/6/01 ADD SW" & TABLES Fc e'zion s- T(J & EXTR. "XX " CONFI G OAT ©Y APPROVED AS COW '.TTNt1 SOUTH FL OR 0A eU ■tO G CODE Dory^ _ - _. Ellt1DING COLE CCWIJANCE O_ ICE ACCEPTA C_C NO.O( 4(:) 0 Scare: Sheer: 0,-O ;•1 NO 1 Pc,. NTS 1 5 339 0 , .. 1 - - _ i :. 1 1 1 1 ! - - - - - ---- r--- -- -- - -- r 7 r- _ - 7 1 --- -r -Jr 1 , 1 — 1 1 - - r — j 1 ---,---1.-- , ( , - -I— l'- • I , 1 r — _ -- 1 ,-, , I 1 ; , 1-- )-- 4- r ----- - H - r - t - - I - I , _ _,_ i ' -- , ,-- , 77 -1--t- f T 1 () 7---i f 4— - I - - 1 --- I _ 7- 7 7-7 1 I ___ .--r.i t 1 , 1 , 1 (71; 1 . --i- "111 't 1 1-7 - I ° 77-7 1 ----- -1-- 1 — - ITIT i T - Wci__ [ r i_3 ( : ? , (_, j__ 11 : - ,h i -', , - -• 1 - , • 7 '17 . , ■ I - _ - - - '""" f - — ____ _ ,-___ . , 6 7)1 1 1 b_s 1 7 1 , - - - 7 ,.. t ,--t ( - I t t ,' 7 -J--4* - -rVI --- - . 1 - ,...! ( 7, I -N---- ) - - lk - -,--- _ b -7- - ____1 -- , -- Tr -j-- 1 j _ ( 4 Ac ;___ ) -. i • I 10 - r - ' --- ,- , — , - t' 1 t- _Te.131. ■- ..a -t ti6 — '---"-- T-----7- 1 1 I j-- I ' e 1.)J 4 - - - _ - .4"; I : 1 7 7 , --- - •-- ■ ' I I j I • — , ----'--- 7 r ',--4- - -1----- - ---r--,- -1-- r 4 • -40 ' 44 , . N.--. 1 1 __4 --i• I I 4 , - 7 1 1 , , , 77 7 ! ' ! , : r--.- : : ! , 4- : 7 i i /-- — FT - I i -,----i--- 1 1 7 11T - ,, . : . , • , 4 - I. B. F'oAD c O. 1712 S. W. lsf Street Miami 35, Florida Telephones: 9-3508 88 -4092 I HEREBY CERTIFY that the attached sketch represen y a survey made under my direction and is true an 4 correct to the best of my knowledge and belief. There are yo stcroachrnents. as shown. RE LAND SURVEYOR - 880 STATE OF FLORIDA t) 75 1/ e ■s. - 1.. c% 53 3 if 7 .1 7 >'`` • 3oi7ec/'-'- 2.ZSuo <, Co Pr • Fron / - 2.5 F1 'E'P. 'r /5 4 <:) C - P e • ai ✓. / .<G7/ G�1�c11 / "s 2'o P, Power !'r'a ie r a 7 7 rw 5 rve - -er 750 ..r P/ SUrk 'a/ Lod /d /ic? .a/.�Yi.5'cf /a/ 4 rn '/ /3n 6, /e a /zz-2c/ / aC, ThC/ / / id 77i9c// if. ; .!lo w` 547' s, ,lea /. ?h / According to the Plat thereof as recorded is Plat Book 13 , at Page .5i Public Records of Dade County, Florida. For ,Dena ,e . /a<.rss & i pate .: 16':/2/' r i >. ollminionmin Hwang' infilill10111M1101111011 3 yy .�.��:•.�. ,rttitsif Wk T. A:sk H)Z (0 32' Q.G 8 YL C6tic. bA. 4,• 5$ a .eves P,IASTE2 l o$ stw1U co c. 15L )C. t •: _.a. s t 4. * . c):4G. si..t : Crx. s) wt INS Co :c. cxr U .' A N 2 .` ED hh U N" 'x A 2 c? 58. 2 . C . T F G :r I �' t ,} a L Y r�� p t ,� R A i v • : 01C; °:11 hi. 1114 .t`tttc M A :I €:2 "EQ M- 0 N aA.2Q' A f� C 11 1 I E C• SI1 etT 61 4. ot-YM °t a of n1 I' A A\ 1 t P, A,. • • ,F1 N. PL. ti T.1 • • msR yr�u.....o�v.. ,s•.m �:,,..; z-�r , .caC at, + >,, S '.- �`'"' . 4 ' t -f -, + ' ' t •.,K y .+r n -,.k. r 't Y mar 1. • ___4 J .r s r s+. . w_ s ..Ma -r ,4. . >.' -�? + ..'1 y,�r t �r •+ "r$. —.., . , ), -s.c - ca 1 K $ .. 4 Sx YTS. -S. y St3.3 - a- .- ,4.�.-#.. -F ,az • ... q• < ' . •'x. -. . T. Y.'T ?1. x. ....'y,,._ -.Ti � h- • met ♦''' _ . _... S ti i ;1 tit 1 3 PO ?t. ti't'+, - + ;ti A Pk F 2 E D A - U14.6420 A Q c ti i T E 8r 0LVAt 1 >1 A M 1 A R\ s i rs.+• .%�v.: ,w d+e:r.±,. w.vH«A'r.i+,..... ..,,,,, ...._. w .._-.Y ,..-- r +......._...• �.— ..,.....+._ •_ • • r , N 1!._