Loading...
PLANSDOOR NUMBER OF HEIGHT SECTIONS 6'0" 10 70" 4 7 5 5 9'0" TO 10'6" 6 10'9" 10 12'0' 7 MAX_ LOOK HLIhH I o tl -U { (STANDARD HEIGHT MODELS 83. 84A, 94, 94) "L" BRACKET PLACEMENTS X1 'X2" "X3" "X4 1 X5 X5 6 -6 m gielffid 1 ta - - 7 -0 gljggielgfil ii MIN 10 38 66 - le MIMI 10 3 58 S - - - 8 -0 ® 2 10 34 8 -6" -9 94" 1 J 3 -1 2" 3- 1 Al 10" 10 34" .J4 58" 82" - 5 6i - 9 -6 106 10" ,34 58 82 - -. 112 3 -1/2" 10' 34 56" 82 i 11 il r ," 14 ' ' " `.A 1`' ? 1r5 p " 105" - -. - pJ 12' -0" 136 1111M1 MMI 10" 34" °" 102111 82 n•„ 106" 58 I r LOCATION OF OPTIONAL VENTS L - —I.- A Q11,AXIMUM VENT OPENING: 60 IN' MAX. DOOR WIDTH = 9' 0" DOOR HEIGHT "L" BRACKET PLACEMENTS X1 'X2" "X3" "X4 1 X5 X5 6 -6 m gielffid 10 60 - - 7 -0 gljggielgfil 10 38 66 - - MIMI 10 3 58 S - - - 8 -0 ® 2 10 34 8 -6" -9 94" 1 J 3 -1 2" 3- 1 Al 10" 10 34" .J4 58" 82" - 5 6i - 9 -6 106 10" ,34 58 82 - 10 -0 112 3 -1/2" 10' 34 56" 82 - 1 -6" 11 -0 11 , -1 . " r ," 14 ' ' " `.A 1`' ? 1r5 p " 105" - -. - pJ 12' -0" 136 1111M1 MMI 10" 34" °" 102111 82 n•„ 106" 58 r MC'Dr !!LS 83, 84A, 93, 94, H83, H94 END STILES ATTACHED 10 DOOR SKIN WITH PATENTED TOG -L -LOC SYSTEM (TOP, BOTTOM, & CENTER) ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS ATTACHED WITH TOG -L -LOC (TOP & BOTTOM) AND URETHANE ADHESVE (ALONG CENTER) •X6' TABLE 1 • SECTION ARE EITHER 18" OR 21" HIGH 'X5' " X4 . "x3" "X2' "x1 INSIDE ELEVATION TRACK CONFIGURATION 2" GALV. STEEL TRACK, TRACK THICKNESS: .060" - -t- A 13 GA. GALV. STEEL FLAG BRACKET. EACH FASTENED TO w00D JAI'6 WITH (3) 5/16 "x1 -5/8" WOOD LAG SCREW.. SEE END HINGE DETAIL. SEE IN HINGE CETAJL. TWO POINT LOCKING INTO TRACK PER SFBC 3503.2 5/8" MIN. ENGAGEMENT (OPPOSITE SIDES F DOOR) (SEE LOCK CPTONS) END STILE HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT)' TYP. 2 -1/2 "x12 GA. GALV. STEEL TRACK BRACKET 4 TRACK BRACKETS PER SIDE (UP TO 8' HIGH`. (5 TRACK BRACKETS PER SIDE UP TO 10' HIGH)./ (6 TRACK BRACKETS PER SIDE (UP TO 12' HIGH). / /. / SLIDE BOLT LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSIDE 500E BOLT LOCK ORT10N - END STILES ATTACHED TO DOOR SKIN WITH PATENTED 100 -L -LOC SYSTEM (TOP, BOTTOM, 4 CENTER) ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS ATTA CHED WITH TOG -L -LOC (TO? & BOTTOM) AND URET'HA.NE ADHESN'E (ALONG CENTER) LOCATION OF OPTIONAL VENTS MAXIMUM VENT OPENING: 60 IN' MAX. DOOR WIDTH = 9' 0' INSIDE ELEVATION INTER. STILE OUTSIDE HANDLE 001510E KEYED LOCK 0CK BAR LOCKING 2x5 'WOOD JAM3 ENO STILE LOCK BAY GU10E. //;'j lr 12 GA. GALV. STEEL TRACK //� BRACKET FASTENED 10 WOOD r— JA1AB WITH ONE 5/16 "x1 - 5/8 r° AOCD LAG SCREW PER BRACKET. 2" GALV. STEEL TRACK -J FASTENED TO TRACK BRACKETS. EACH BRACKET ATTACHED WITH ONE 1/4 "x5/8" BOLT & NUT QR TWO 1/4" RIVETS. A!A CONFIGURAT PREPARATION CF JAMBS BY OTHERS LOCK BAS ENGAGES IN TRACK 0>. EACH SIDE CF DCOP. \ - STOP MOULD.NG B'r DOOR / INSTALLER (70 SUIT) 2" STEEL ROLLER. "_TF• SUPPORTING STRUCTURAL ELEYCNTS SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENG WEER FOR 'WIND LOADS SHOWN ON THIS DRAWING, INTER. STILE OUTS I0 E -J' KEYED HANDLE - TW0 PONT 'I LOCKING INTO TRACK PER SFBC 3603.2 5/8" MIN. ENGAGEMENT (OPPOSITE SIDES F DOOR) (SEE LOCK OPTIONS) 14 GA. END HINGE INSIDE HANDLE OUTSIDE KEYED LC�S SNAP LATCH LOCK CPPCN 20 CA. MIN. GALV. STEEL END STILE 20 GA. GALV. PEEL INTER. STILE (4) 1/4 "x3/4" SELF TAPPING SCREWS 15 GA. GALV. STEEL INTER. H NGE FASTENED TO CENTER STILE w /( EACH #14x5/8" SHEET METAL SCREWS. 7/16" PUSHNUT INSTALLED ON ROLLER SHAFT FOR UNRESTRICTED DOOR OPERATON- 14 GA. GALV. STEEL END HINGE FASTENED 10 END STILES W /(4) EACH #14x5/8 SHEET METAL SCREWS & (4) 1/4 "x3/4 " SELF TAPPING SCREWS. SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE CF DOOR. END STILE F "" . (4) /14x5/8" SHEET METAL SCREWS 1 INSTALLER MODEL Olopay Euilding Producis Company '7-- •r\\(. ) - 4 ,ti � i L: �t 'liar i D2ut rra, 191 Cor,tr 4 D?11BL'' a 24 GA. MIN. 0 -40 MIN. GALV. STEEL (MIN. rELD STRENGTH: 28 KSI, DRAWING QUALITY) WITH PRIMER AND BAKED -ON POLYESTER PAINTED T0? COAT APPLIED TO BOTH SIDES OF' STEEL. RETAIL MODEL \?O DESIGN ENGINEER. MARK W. 'WESTERFIELD FLORIDA REGISTRATION N'c, 4 .4 9 5 MECHA.NIO_AL ENGNEERING 18 04'.NTERM_DATE HINGE DESCRIPTION" CLC ?AY BU4D NO %RCODJCTS 8585 DUKE BLVD MASON OH 45C40 (513) 370 - 4800 1 7 - - ADCED MAXIMUM VENT OPENING 3/16/01 G - MIN. WAS G - 4/2003 AOCED EXTENOE HOG"1 :40003 I— 2" THICK SECTION A -A 12 GA. GALV. STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHED W /(4) /14x5/8" SHEET METAL SCREWS. SHIP LAP JOINTS. 14 GA. GALV. STEEL 7 - END HINGE. EACH FASTENED TO END STILES W /(4) #14x5/8" SHEET METAL SCREWS & (4) 1/4" SELF TAPPING SCREWS. 2 -1/4 "x20 CA. GALV. STEEL U -BAR. TWO U- BASS PER SECTION, EXCEPT 3R0 SECTION W'H!CH HAS ONE U -BAR. U -BAPS MADE FROM 80 K.51' STEEL. EACH U -BAR ATTACHED w /(2) 1/4 - x3/4" SELF' TAPPING SCREW PER STILE. \ 13 GA. GALV. STEEL BOTTOM BRACKET. ATTACHED w/12) /14x5 /8" SHEET METAL SCREWS ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. 93, H93 83 2 04. STEEL SKIN; 18 GA. STEEL END STILES g4, H94 344 24 CA STEEL SK'N• 18 0A. PAINTED STEEL END STILES ALL DOOR MODELS ARE RAISED PANEL EMBOSS THE 246 VERTICAL WOOD JAMES ARE TO BE GRADE 2 OR BETTER YELLOW PINE. NO LOAD IS TRANSFERRE 10 THE HORIZONTAL (TOP) ,IAMB ALL JAMB FASTENERS MAY BE (BUT NOT REQUIRED) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. 2x6 WOOD JAMB CAN BE ANCHORED TO GROUT REINFORCED FLOCK WALL CR CONCRETE COLUMN, BLOCK CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH CONTINUOUS #5 BAR EXTENDING INTO THE FOOTING AND INTO TIE BEAMS. ANCHORS CAN BE 1/4 "x1 -3/4" EMBED TAPCON CONCRETE ANCHORS STARTING AT NO MORE THAN 8" FROM BOTTOM AND 16" 0.0., WITH 3/8 - x4" (1 -3/4" EMBED) RAWL LOK /BOLT ANCHOR STARTING AT NO MORE THAN 8" FROM BOTTOM AND 24" 0.0. DES LOADS: +42.0 PSF & -48.0 PSF. O,J53P IG' 0. 9'0'A x 12 - H Is:xu PLOT 1 =42 COLA i yT 11;18 /SE �C A6 DOOR MODELS ... �. 83 e4A, 93, 94, H93, H 94 ac.vv• :..ace a. B 01702 -24 ! 3 OPENING HEIGHT DOOR HEIGHT n cn P;ae fd Yo N /0.¢5 m 3 ti 0 t\1 /'5' CO 2-x./0' h /3 z �' /O`er // ' W 3 7- I- 57 C.L3.S / Fcor.g/ ///7 -Fe C,V 87 > 'T - /0,4 7;7 / Ne c•5. /8-287 ?C /5/:3 /' c•-• /42 ay' ,(/1/4s7 / E /. -- 26; ' /Vr 00 1 #.5 tA (\ 1 /g / conc 3 /irS fd 34" 0 /0' Fd/' %,� C'eor a4.l' cs z0/7z/.ic 77'/' /457 /5' 4 L_ I Y • 1 /8. /83 -g7' /VE y8 /3 „1/5 , /7 ,B / / zo 'L/ „ r r At .E. 7 7/4 7_ .4 Poi?7 OF .;;FC. 5 - TGVf'5 .•r-3G 1_0 CA 7 a N ,SKI - 7 c'H aco% : /// 3 ,O' 1< = T cw � � �F� V y o" LOT" 2 OL 0C,< 180 f5Ev/ /JEU / L 47" U, �4 /,�,4�1 / y/ /cwEsi : ECT /ON 8 viceor �v /D r/e 1%/ ��c°r°c/ i;s teCO/ - d ' / >i oo,F -¢3 /'7,d I o / ✓b�C 8ecor c% O /,C),,a (our/4 �pi"vfl. / /0 re L3 s s 4D tw/J /2Cre z', Ore C / e - 0/1 vr7 (135e/filed rrlc'r/d /�1r7. ✓ � Ldr7ci Shown c'recfl were / /oi v1S / / /e/ e"Wealen /S (..7.Or / /y17 /s - of way O. • / / / / vv /ions / 3how , , /7 x ore rc' /d // e 4/ ,v1/vr>J/c; ,./ek /8'r // c-4/ elk') or /72.7, C 01 /i/rth /0 247 jfuv/ , - - 0 /1° ,9/or' 0-2? 3 5 2 /,1a -es We het-&6y cer- /// //4a/ //5e %2f / >'7 %/,',j ". / $ ,1 <e - rc'/ / 0/ 5 /JF /(/EY'a�'7 /e v.Jov c>c's Crid tj oro E ms/ /s /toe Ore c'Crrc°C/ / /b /ric ° h oc ° 3 / l ' Oar /47e /e //e r;J / e '4 cl S Sac /eyee 0,1 `)tie // /79 5 v f k ler- cu - rlric°Cr�Or7 cfric 'o/�7 /�'S w��� 4' 7 thin /r »v n k kijcv/ > 3e/ for // e / y / , 55/ e✓ i'/d� ri Lajcvra L cm / �f_,,--v (�' '- . f2/ 77A/ - L eA V Y J /�/ L =- //PVC . A/ /EL C. FOF ?T //v - V P. For f ;Ec L A/0 5 Uf ?VEYOri A/0. e853 5TgTE OF' ELOFfUA " NOT t/ -1L /[am UAJLL 3. 13LC -4LED" Fortin, Leavy, Skiles, Inc. Consulting fnginaars & land Sunspots [J BSS S:nah feGetal iit -tea,' / Boca Raton, fl•x:da 33132 II ISO No,tteaat 145th Sheet / Noah Mfainl Beach, Florida 331U Oid. 553 1423 / B,ora,d 463-11N/ Boca Raton 325 -1311 C.ata G -// -a5 Scota „ / -20 c'b No. 8909/7 165 S < - TC OF Su V Y SCALE: 1 = 20 (BOUNDARY SURVEY) FOUND IRON PIPEIt2 (NO ID) LOT 19, BLOa' 179 FOUND IRON PIPE1/2' (NO ID) 0.8 0 c PROPERTY ADDRESS 1179 NE 98 CT, MIAMI, FLORIDA 33138 LEGAL DESCRIPTION LOT 20 BLOCK 179 SUBDIVISION REVISED PLAT OF TRACTS ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 43 OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. ONE STORY C.B.S. RESIDENCE N° 1179 NE 98th ST 2O'ASPHALT PANEMLVT 75' rOrAL R,GHTOF WAY BYPLAT FOUND IRON PIPE1/2' (NO ID) AT PAGE 69 FOUND IRON PIPE1 (NO ID) c pgMEMEM LI CIA' 2 4 20.3 BY: Miami Shores Village AP: 10`1EO ZONI ttr3 )EPT �L oEP BY 1 0117E 1 5-- [4 S MAC r1O WI DE .% STA1E AND COliti1'/PIAESP : fOit GUM 11Oti3 Uc N z 0 0 cc o Co A z W W z N z 8 X E D N z 5 3 3 O U 0 z • O o J O. N 7 001 • Z c� s M N w 0 • ns N 0 z 0 6 uJ 0 z � r K Q g°_ � 0 a Z cc W 0 c 0 u os t4 m 1 717: 7=7272.2/7 f r /:z ��.�� 9' e..J .<1;'-i • •04iits3 g: -1a,5rs'. 1.)A17A3 /a. 414 r faior d .. K l<0". I F f-,r ,c,4 /o delis :e //dr. sr ,Y'141 0s i,kI / /I" G0,410011' 4d/.11e. $ / l G It /At. /1 / /a Gc1Ala SAsfie,v, Af,. �'►R� i�r ��rr. .32i car 1/1:414', 40$ /.t'd,/ qi s3dlr, Al 10 .0- /01.1 ir,„AAI 4424Asj ` J4 Mel , s. 1V 71 'rt..4s)J .323 C i • t 0 /40 s s (30,01, r+•., ?d° psO i3" r'L G4.4:.`. / / /( rie /0" / Cf jf ;4 % f" /o Aic r/' a AI /-. r. 4 - 7 O , o c. .s /-,a.A a,r: .1 G! u/'I 4,f ,es ai li, • S K .d / - . ' , /IUdo. Ga,c//. ;" s/•e. tS/!f,*:st.... /ea I ,. AG! Net G f,.. ,,1e. coP1//e4e a4. % f /.a4t ;: /I,CGk rl vr,tify 41/. P 11 FA1 3I a.<« CI7f dcaAsa,,'/• A,., At. e : P ! : / ) I 1 / $ . . : 0 Al o 5 r I ! /!.' t arc+/ / t /t' /i .l t / , . :. 2"x G. t✓c.0 ".0 /2"/ Gou4• = r , E- ' ,3AC ati/ - 1.rJ 0 ,,� . «o,o.o• CaA.rf... t>,rsa1 l.2 a/�ag o .I' -cc'► A 4se, a - %." ,u Aro A/ 4,:/ Al /l /d " s x.+. 11 U a v,3 �b1A sr3.v�? /` 1Vy: :�• �? • /3 aLrs/Ht.., t" .4.7. A/re:. -.. ;gar / a �/ \Y,. � a/ ", L Jy,a•s '. /2 _CoNG fdeks '41 K's Gil a /10 /3ctuLe✓n /> Sdi /3 FG'• • `L. C� k� /04. • ,2 • /> 04 ///////7"://7/7 ;7`fi// g ' . 2 -4? rsstr. ..1 e r .2 0 Ole _ , 1 - 1 1 ' : " . !✓ . .444e A-' :3 /P tit 1'1 `.\v.rtG: - d :'t '7%44 ell?. c 1, Cocr. krt, ti✓. LS* . 0,,4 • cm e. ea, , 1 V6 :13 A $e. f -J re.• t 4I, ' , 'At IL S e ig i& • • 1E --x Jr R°; 3lfr j • ek f / a F r dO h4 � IQGr'r � CC tft6;U 1 • Ar / t,, f U t:►nl . .P4,2 o' . • d ✓l 0 0 4 .Hl r s 5 - 4( i 1 . I'i1,11 $ J: #. if /Ir/: 4l;e, •f..,. ...• rii, f/ //, II/ ,va P +/ P.•;/ / Gu •. /:J4 ' ■ .,r /( / ' iv/ Il a,� ✓ter t 4/. 1// }/,1P ✓. / 1 n.r. A . " /� ✓r I ✓� Ne /e.. / l ,v.t{ s� , 5 / G > .a,: fr ' • 4Itre ,i4csa ; J'/ Apia. W6'.' 4lat -o$ k G TO. Ale/. rHg. ►vr ✓. 3'r Ed , 7 wyC 1 ,R" rJ KaW> s 1, 1r5. ft/ 41# T/1 • IV/"10. i'ret/p Ws). PG Ore. Dov,K /1!. 3 : ✓r_ K tr �i . -17. a x.--- .1 1 G• - . -: iK.m, f:tV,liJ l �T l Y� .s;?' !3a 5 4 0Al - . SJ-� + re- , L 0 a 3 i-/c7 / "),(> A -1, ._I %i el" ulx.114Ar.d F• L c ,�a . / .� � . dlt o 4ic 5 4''G'14 6La rqG c/4 /,'/4 ov./t ; L(E 4' co/- rpAc7fO /:‹,i ( • 7c4,. ic-t4 7 c •�/: 7/U!� -1 5'4p 7 /F 7. ,t " 9 /it? . s- r �`. o4` Cc? < .c /6th a ! S7 4 cjt)Ct/ /_1 , C )) i • "Let_ z•' L ± 4 pc) 4<./ I/4"z- ii-o" - 4 ( ovr vim- co .J7 /' Ur , •t_4 /CLJ . e.)0/10/-1 :4 e-p// t r c% . . 7 44144 (ct7E-D el0/4 4 ,1 ( / d /5 c Q /.v rb 2 E- • R.i /SU 7(00,4 . t i /Qus L'.4 " r k/.1 7 b / V4 7/0A/ "..://- 0" L t.c ic4( Alois' t4'tC 7 cEt CI 2U 14 Ikt 1 17 P4L3dL- /44J CZ /2 _ 7911 C �tt� = 1.1 6 74"o 4 9 4 5 E� V./ rrfI /kik . 371 4tE n,E Co,a, r4 C' 1.lNL'C/ /0 : s /l.t &'yls / /,,fG_.p4/. e. 4. 44 0 &-1. r; t`iLsir4,, oar 3ci /J /fr mof Co /d /f, L 3 k 8` _ '4 "c C. (t y f� "c3 ) r l? 1' o v!; // o.v/: t ;l-1 �11/r' _ c� 4 4.10._ t C..:L __- 12, -igit ` 1./ fl 4 f 7v . 1147c/4 Lopk r4 • 4 , o - C. ( 4 , ,rte, j r ►u /7ki �,c f = <<) k.// 4 a ov kJ& . cot , p4 c'7 r. CLf4. i t 1 • 14yeci cc "tr 1'N o 4.t c:c-f; / 141.4L �. - 40/10 /40 /067/4/6 7 /,G.!( . f o (t, c /(ac.) . . 0 A c ox./0 c,4�pL 4 t'` l 5 A4� . s �) !t) 4'/-fi/ car. -a 4t&i7 Vbr4..7 c : .v:.I c` 55 >.? scp J2o yor , 13 r I p 3 4 .l i Q 4 � 71-tt ; sf a'U77 44,q zt r�� ki 19 91 ' , /2 76 tea ( 7144V x4.4 is 8u� / C0k.4C. /y .+. Slr t. a. a. eav+ caWeoesuoi llprvhsawkasee... ..2Ar 3YJeavocrxeirn?- aremnft 36 v k/4 /7 'I .800 Aso/4 W/ ?G3 o8f Lr, 7571 -e - 4.. Cols • 4_' '7htZ GENERAL CC>N`IRAC;fGR SHALL W1 . O'NENS1ONS ANC? CONDIIIONS, AT Snt ANO SHALL NOTIFY ARCH1 Thcr OF ANY QIk REmskicIES clmuricAilori BEFORE wrri4 TP6 WORK, ev cc, ' / C ,q:s •Mc c7/ a &/ 77.6 400t1,41. ty/ 7/ G C /.. S /10442 .o / / 7 r3 iv& c / 7 1 T Pt ez A^/ a 2 't-k.; 6 - 5 a e; Q I v15Iorsj, .. -t /4 /--1 I- 1or.t. _ • 5'E /bix4. Ztis 5 .l>oo fry S `3144(4." - ,7tf -)pbc b 444 3,5 _ � c : rra wt // .06.4 .1 47s. c)A.14 6 oV4044a �. i4slvl ]I Y. '➢oV.Ya�IY�+yles�.•YQ.'CRf�Yd6s MaK� W�.If.�blRttWNSt�NQ! - -,tt(1 ,c f *Gf ec 6.4 t d/c.. sot L C c).4 / 4e .o c 4r41 .ye)44 + + Mw+ w mrtvar rcr w• t••••∎ tncne onw••.,•• •ssvm ON.ai..W.,.,.. ••∎ .ur 20�•8'� 1