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PLANSIJUK.INIIfl LV'l' K.l� �IIJLN'1'1 � ' ZONING STANDARDS Maximum Building Height: 2 Stories, 30 ft. Minimum Lot Size: 75 ft. frontage, 7500 sq. ft. Setbacks Main Bldg. Access. Bldg. Front 25' Rear yd. only Side 10' 10' Side St. 15' 25" Rear 15' 5" Access. Buildings must be 15' from main bldg. and 10' from any contiguous side or front yard and may cover 20% of rear yard. Side st. setback is determined by adjoining lot. SIDEWALK -' SINAL STREET May 2000 • N 10' 15' PRIMARY BUILDING SETBACKS Front 25' / ` PR0PERTY.11HES • Side 10' Side St. 15' Rear 15' POOL SETBACKS " / \ , ■ CESSORY BUILDING /STRUCTURE SETBACKS . SWALE SIDEWALK 25' SCHEDULE 'A' DOOR WIDTHS 9' -1 TO 11' -10" 12' -0" TO 13 14' -0 10 15' -10 15' -11 10 16' -10' OF CENTER STILES 2 3 4 5 DOOR HEIGHT 5' 6' 5 . -9 . r 6' - 3' -0 8' - 9 9' 9 ' - 3 _ 9' -5" 9 -9 10' 10' - 3' 10 -6 10 -9' 1 1' 11'- 3' 11• -6• 1 1' -9 12' 12' -3 12' - g' 12' - 9' 13' 13' - 3 ' 13'-6 13' -9" 14' 14• -6' 14 -9 15' 15 -3" i5'--6" 15 -9" 18' CONSISTS OF 2 SECTIONS 1$' 1 SECTION 18" 4 SECTIONS 21' 5 SECTIONS 18 4 SECTIONS 18' 3 SECTIONS 18 2 SECTIONS 18' SECTION 18" 5 SECTIONS 21' 6 SECTIONS 18 5 SECTIONS 18' 4 SECTIONS 18' 3 SECTIONS 18' 2 SECTIONS 18' 1 SECTION 18 6 SECTIONS 21' 8 SECTIONS 18' 5 SECTIONS 18" 4 SECTIONS 18' 3 SECTIONS 18' 2 SECTIONS 18' 1 SECTIONS 18' 7 SECTIONS 21' 8 SECTIONS 18' 5 SECTIONS 18 4 SECTIONS 18' 3 SECTIONS 18" 2 SECTIONS 18' 1 SECTION 18' 8 SECTIONS 21 8 SECTIONS 18' 5 SECTIONS 18' 4 SECTIONS 18' 3 SECTIONS 18' 2 SECTIONS 18' 1 SECTION 18' 9 SECTIONS 21' 6 SECTIONS 18' 2 SECTIONS 21 3 SECTIONS 21 1 SECTION 21' 2 SECTIONS 21 3 SECTIONS 21 • 4 SECTIONS 21 1 SECTION 21' 2 SECTIONS 21' 3 SECTIONS 21' 4 SECTIONS 21" 5 SECTIONS 21' 1 SECTION 21" 2 SECTIONS 21' 3 SECTIONS 21 4 SECTIONS 21 5 SECTIONS 21' 6 SECTIONS 21' 2 SECTIONS 21- 3 SECTIONS 21• 4 SECTIONS 21' 5 SECTIONS 21 6 SECTIONS 21 7 SECTIONS 21' 3 SECTIONS 21 4 SECTIONS 21" 5 SECTIONS 21' 6 SECTIONS 21• 7 SECTIONS 21' 8 SECTIONS 21 • 4 SECTIONS 21' 7 - /2" X 14 GA. GALV. STEEL ROLLER HINGE FASTENED w/ (6) H 14 X 1/2" SMS 7 -1/2" X 18 GA. GALV. STEEL CENTER HINGE, FASTENED W/ (4) # 14 X 1/2" SMS 7 X 7 GALV. AIRCRAFT TYPE CABLE & NICO -PRESS SLEEVE w/ MIN. 5 TO 1 SAFETY FACTOR _3/4" w x .15 THICK LATCH SPRING LOADED SLIDE BOLT LOCK (BOTH SIDES) FASTENED W/ (4) i 14 X 5/8" S.M.S. 5/3" MIN, LOCK ENGAGEMENT CONFORMS TO SFBC 3603.2 REGARDING GARAGE DOORS OUTSIDE HANDLE 3" x 6- 7/16" X 12 GA -- STEEL FIXTURE FASTENED w/ (3) # 14 x 5/8" SMS CE S OUTSIDE KEYED LOCK LOCK BAR LOCKING SHOWN ALTERNATE TO LOCK SHOWN ABOVE ti OPTIONAL VENT — MAXIMUM OPENING AREA 120 SO. IN. LOCK BAR GUIDES INSTALLED ON END STILE W/ (4) 1 14 X 5/8" SMS .15T X 3/4" W LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR CENTER STILES SEE SCH. 1 LAMM I� 4 0 INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR GENERAL NOTES 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3. ALL BOLT!,, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DE kILS ARE NOT PART OF THIS APPROVAL. MAX. DOOR WIDTH 16' -2" \ / \ A oo 0 DAB DOOR MODEL 824 MAX. SIZE 16' -2" WIDE X 16' -0" HIGH DESIGN PRESSURE RATING = + 42.0 PSF — 44.0 PSF THIS DRAWING IS PROPERTY OF DAB DOORS INC. COPYRIGHT 1998, TRADEMARK PROTECTED DO NOT REPRODUCE WITHOUT WRITTEN CONSENT. Er DR. HUMAYOUN FAR000 S1RIJICTURES FLA. P{ 1 1.5557 PATENT PENDING OFFgE •D7 ( c 0 cri v v U z (/1 O 0 a co 0 - 0 14 V •v a 0 0 0 0 i co Iri Cu n drawing no. 98 -12 sheet 1 of 3 1ST SECTION (BOTTOM) REINFORCING STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH - ONE 5/16" X 1 -5/3" LAG SCREW SOUTHERN PINE 0.55 S G 13 CA. STEEL TRACK BRACKETS SEE SHEET 2 FOR SPACING 16 CA. X 2 -1/4" X 2' CALV. STEEL U.BAR REINFORCING TRUSS O TOP OF PANEL TRUSS FASTENED TO INTERMEDIATE VERTICAL STILES W/ TWO # 14 X 5/8" S.M.S. AND TO END STILES WITH FOUR ij 14 X 5/8" SMS 16 CA. X 2 -1/4" X 2" CALV. STEEL U.BAR REINFORCING TRUSS © BOTTOM OF PANEL TRUSS FASTENED TO INTERMEDIATE VERTICAL STILES W/ TWO V 14 X 5/8" S.M.S. AND TO END STILES WITH FOUR # 14 X 5/8" SMS 14 GA. CALV. STEEL TRACK FASTENED TO TRACK PLATES w/ 1 /4 -20 X 5/8" TRUSS HO. SLOTTED M.S. & LOCK NUT BOTTOM SEAL .058 ALUM PLATE WITH 1/8" X 1" S.M.S. © 48' O.C. AND TUBULAR RUBBER WEATHERSTRIPPING OPTIONAL. STOP MOULDING BY. DOOR INSTALLER - r 1 _ # 14 X 5/8" SMS 6 PER HINGE 7/16" PUSHNUT INSTALLED ON ROLLER SHAFT 16 GA. X 2 -1/4" X 2" CALV. STEEL U.BAR REINFORCING TRUSS 40 CENTER OF PANEL TRUSS FASTENED TO INTERMEDIATE VERTICAL STILES W/ TWO # 14 X 5/8" S.M.S. AND TO END STILES WITH FOUR # 14 X 5/8" SMS INTERMEDIATE SECTIONS TOP SECTION REINFORCING REINFORCING 1/2" X 1 -3/4" X 1/16" VERT. ALUM TUBE (6063 -T6) GLUED TO PANEL AND SECURED TO END STILE WITH 3/16" POP RIVETS 0 12" O.C 1 -7/8" X 2 -5/8" x 18 GA. STEEL CENTER STILE. GLUED & RIVETED TO 18 GA. GALV. STEEL CENTER HINGE SECTION 8 -8 # 14 X 5/8" S.M.S. 4/ HINGE PANEL -POP RIVETS 1 ROLLER HINGE 16 GA. X 2 -1/4" X 2" CALV. STEEL U. BAR REINFORCING TRUSS TRUSS FASTENED TO INTERMEDIATE VERTICAL STILES w/ TWO # 14 X 5/8" S.M.S. AND TO END STILES WITH FOUR f/ 14 X 5/8" SMS _3/4" x 2 x 18 CA. STEEL END STILE • 1 ' N3/8" SLEEVE ANCHORS 1-1/4" MIN. EMBED INTO MASONRY 1 PER BRACKET 24 GA. STEEL PANEL FLAPS BENT OVER PANEL 1/2" PUNCHED HOLES © 4" O.C. Ergr: DR. HUwAYOUN FAR000 STRUCTURES FLA. FE i 16557 END STILE THIS DRAWING IS PROPERTY OF DAB DOORS INC_ COPYRIGHT 1998. TRADEMARK PROTECTED DO NOT REPRODUCE WITHOUT WRITTEN CONSENT. PATENT PENDING ALL RIVETS ARE 3/16 DIAMETER S•ON ACCEPTANCE NC:1_ z 2, w 0 0 cc W a ' U(r) n U s 0 z w rl 0 0 O J < a N M " N <4 cc cm, w &T L7,-2 z •.� U rl <4 w 5 rW- w z 0 cu V1 z N 0 0 CO 0 z ..J i (. 0 c 0 0 0 0 0 0 .c drawing no. 98--12 (sheet 2 of 3 DOOR HEIGHT • • SECTION HEIGHTS BRACKET PLACEMENTS 1ST 2N0 3R0 4TH 5TH 81 82 83 84 B5 66 87 88 6 -0" 18" 13" 18" 18" N/A 1 .. 11 -3/4.. 23„ 34„ 4j• 56" 67 „ - 6 -6" 21 18" 18" 21" N/A 1 • 11-3/4 23" 34" 45" 56" 67" - 7' -0" 21" 21" 21" 21" N/A 1" " 11 -3 4 / 23' 34" 45" 56" 67" 7 8 -1 /4" 7' -6" 18" 18" 18" 18' 18" 1 11 -3/4" 23" 34•• 45" S6° 67•• 78 -1/4" s•-0" 21.. 18" 18 .. 1$ .. 21 " I .. 11 -3/4 23 •. 34 .. 45.. 55' 67" 78 -1/4 HORIZONTAL REINFORCEMENT 1/2" X1 -3/4" x1/16" ALUM TUBE (6063 -T6) CLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RIVETS HORIZONTAL REINFORCEMENT 1/2" X1 -3/4" X1/16" ALUM TUBE (6063 -T6) CUT TO MISS RIB GLUED TO PANEL AND FASTENED TO \ VERTICAL STILES WITH (2) 3/16" POP RIVETS 2" 21" PANEL SECTION A -A SEE SHEET 2 FOR LOCATION OF REINFORCING TRUSSES POP RIVETS 14 GA. GALV. STEEL ADJUSTABLE SLIDE rASTENED TO BRACKET / fir/ 5/ 15-18 x 3/4' HEX HEAD M. SCREWS & NUTS. 12 GA. GALV. STEEL TOP ROLLER BRACKET (DOUBLE) FASTENED W/ (4) N 14 x 5/8" S.M.S. 7/16" DIA x 3 -3/4" ROLLER SHAFT OPTIONAL EPS- EXPANDED POLYSTYRENE INSULATION BY APACHE PRODUCTS CO. DENS T Y = 1 07 PCF N.O.A. # 95- 0626.01 14 A GALV. STEEL ROLLER HINGES FASTENED W/ (c; # 14 X 5/8" SMS MIN. 24 GA ROLL FORMED STEEL PANEL DRAWING QUALITY 0 -40 MIN. YIELD STRENGTH = 34 KSI WITH PRIMER AND BAKED -ON POLYSTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL 12 GA GALV. STEEL BOT'•ou BRACKET FASTENED w/ 4) , 14 X 5/8" SMS FOR DOORS MORE THAN 8 FT. HIGH. USE ADDITIONAL TOP BRACKETS AT 10" O.C 5/16 ( 1 -5/3" LAG SCREWS INTO WOOD OR 5/16" SLEEVE ANCHORS W'TH 1-1/4" EMBED INTO MASONRY 3 PER BRACKET 2 -1/2" X 4 -1/4" X 13 GA. STEEL PLATES WELDED TO 1 - 1 /2" X 1-1/2" X 14 CA. ANGLE USE (4) 1/4 -20 SS BOLT & NUTS TO JOIN STRAIGHT AND CURVED TRACK SECTIONS THIS DRAWING IS PROPERTY OF DAB D0 INC. COPYRIGHT 1998, TRADEMARK PROTECTED 00 NOT REPRODUCE WITHOUT NRITTEN CONSENT. PATENT PENDING rn TRACK CONFIGURATION / CAST .ALUM. Q / CASTE DRUM GA. GALV. STEEL TRACK 2" X 3 -1/2" x 12 GA. STEEL ANGLES 2 -3/16" HIGH CONNECTED TO TRACK WITH ONE 1 /4" BOLTS & NUTS. Engr: DR. HUMAYDUN FAR000 STRU'TUPES FLA. PE ;! 16557 HORIZ. TRACK SUPPORT AS REDD BY DOOR INSTALLER I' HCRIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12 IN. WOOD FRAME BUILDINGS STUD WALLS OR DOOR OPENING SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 2X6 PRESSURE TREATED GRADE 2 OR BETTER w00D STUDS. STUD WALLS TO BE CONT. FROM FOOTING TO TIE BEAM. WOOD BUCK CONNECTION TO MASONRY TRACK SHALL BE SECURED WITH TRACK BRACKETS TO PRESSURE TREATED 2X6 W000 JAMBS WHICH SHALL DE ANOHORED TO GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN W/ 1/4" TAPCONS WITH 1-3/4" EMBED AND A SPACING OF 10" 0.0. OR 3/8" DIA. SLEEVE ANCHORS 1 -3/4" EMBED AND A SPACING OF 12" 0.C. THE BLOCK WALL CELLS SHALL BE GROUT FILLED AND REINFORCED WITH FOUR # 5 BARS EXTENDING INTO FOOTING AND INTO TIE BEAMS. ALL BARS SHALL BE CONTINUOUS FROM TIE BEAMS TO FOOTING. PREPARATION OF JAMBS BY OTHERS c 0 0 0 9 a x 0 C c 0 V N 0 0 0 J drawing no. 98 -12 (sheet 3 of 3 b O • '1 B. FORD CO 1774 W. Flagler Street MIAMI 38, FLORIDA Telephones: 9 -3508 82 -0027 io 0 /7 1 ?:J , f 4 3 044'0 f8 E r; M ,+'r ?fj /» firv't off' • s; / 04 G✓ t, ' � e/ e.9 , I)A1Fhve0 dgAT' v x /734 ,A. / : J.e etc l •u 0 . According to the. Plat thereof as recorded in lat Book Public Records of Dade County, Florida. GSA // / Fo ' : R. . C ! J-<S J , Date •4 4 / ✓� OMER NO. / 3, 't I fitREBY CERTIFY. that the attached sketch sepreses to a survey made under my direction and is true and correct to the best of my know4Fd s and ie f)' There are no incjo��sc u� re `x�2 s (3EOI3fERED LAO SURVEYORS 421 STATE OF FLORIDA, 5r T N D No I(r 40 1 ' t '1 at Paq • 1 ;'- •. '; [I1T '1E1 .. 1 '--'-. ' ia. 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Ai, Nov a-t, DATE: tvtiviGN.t o. tZ°s� APPROVED BYs 4125 .090 4 ut tN ckit•IC* r O ht u 'AG C-r-1 ea t DRAWN BY REVISED G- Za. - 'eot DRAWIN3 NUMDER Authorization Number Engineer Approved RZ CZ Tax Dist. Dwg. No. of Wire Center. Draftsperson Date Engineer Approved Nature of Revision Records Ref. Taper Code 2X(0 1 ■ Construction Work Drawing 2x4 3 /4 C R E BO (TYP1C21) / 4X4 CoLUMtJ (Ti P. :F 4) (t e i-11 1 D) <-2x4 2.x1 (T-' (cA.L) GEHE■`fT F 1'e.R- .,(3�Lo' (Tr P.. c.F 4) 10 lo' r I-o0 I'LL sciNua.. "2", 110" rbtai GRdoE_� - 2 11 GLEAR - el UjN l at-1 GEM EUT 1 0 0 7 PbU2EO I� PL/i ce, - T"op, lb SE QoMED AL " 01 HOUSE Farms csS I 1 F wishi IP e O / • ♦j�1 • J z.:.... i�� ! !: Vii! ■ =� ti ► ���� 1 1 L • . ;1 •T411/141I41■41:11KVA. 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FIRE DEP;kRf",Elii i'011i:E DEPARIME.,..., 1 ELUDING OIRECIN FLAWING & ZO';•d,.G -... - i PUt3L13 kCS 11111.2.GE COUNCIL REMAMS: APPRCV,It PRELIMINARY: COM.PLIANCE WITH WE SCUM FLOR1) 1 BU.W 3 ` AS AOOPIED BY MIAMI SliCRES 'ilLIACE IS F',EQnC 0. N E AIX.ET, aUltaR CONIRA.CIORS ARE ' • • ' 9 -` ^F 1:i13 RMATIONS WHETHER CR NOT SPECIFICALLY INCICATIO v .> 2 -" - N14 (119 r?. (V' rd'Nf • . • • . cti.. 1 4 ."› b 9 is f; 4, B N re 0 TE 2) 4 Pl . 7 VVAt 4 r \ 4 co 1 1 I() rel . 1-1 . T P 0 t\ ti (t 1,1 r?, 9 4 0 ! $.1P4S V...0 t) :p3 fLoq t L\ c. 1 t BUILCMG PERMIT . S1E0 III "RELIP.RAS" RUILOING VI) ZONING 5:P I Y 1.1SIED GELOW. Vi LIViS MUST I3E COMPLIED ' 3 ( I E C..r sole rA EM EN r: C HA:2, TER 3 4 ? I) t A., 10 (1 4.-11 (iO4201*I..) ;3 011 . (3'; }"-). 4tf4u#sW 1 . 1 .0 0 0 r . ' ..„ 4 (.. "A SfON 0/ Vt .!f?A it , ;P : 4 ,- 1 '. r — : Cr 11.i.ktikei1 10 L:,1 t ritCt kiiIES • 1. 001A kt.IE ,k.artg1. - E ) 1_ 6 t t, . LMC t) i)1 1\11 NIA\ (7=-10 F>, te, Pio !.> . L.() ';e_ WAY "ef4.4 err r#P404,0~C"431111...041004 SOIL S TFMENT s;t hipoction rcti:trbcd or rock W/bearing Sho!,!d conctc,ti r cricc`PI:t)red, the , ne,ineQr ilethi1 ye:th vecrfr b?fore - vi IL - ft M .1 • 1 0 . .;*()S1.41 -`ekti't e5 (30: TAW.. t itt ' ‘..,S • 1L.0 4, t v,‘ £ r ' )c • V. .1 r 1\D 1,) 1 \` F r2 14 F.) . "f 11 N1A "311r.)!Z F1.0 21 r.:)t, it 7 1 DUCE: 4201 L•JttUNX AO. r;ortwt_ owrttm, FL A. 3$14$ {. SURVEY OF LOT I ,LNG ��"(vt,PT 'dry,r.� '9` it 1 y SUBDIVISION r�/� r i.. 6 „ A A., tl ACCORDING TO TH8 PLAT THE *It' AS WORDED IN PUT 500K NO. IC PUBLIC RECORDS OF COUNTY, FLORIDA. DATE; , MAter_;$ 'C t�,.�_1 _ FOR; % n� {nom? F3 ►2 les 0 2e, r,„ F1 9 : - T ,. /• ! PAAVSYQR 1011AK PtIORMA UMW N,I MiUR- L()CATION SKfCti SCALE 1 "4c,' „ egtatereEn$i ti' VC11 )s11 ■-)V3 (fl 'n Its10- 1- tet"e"d Land suite of Florid }l> - 14'4 t•. j!.re Y h a t 7) ; ( yY v BLOCK AT PAGE NO. . c":1514-04-to �> •*L.$.PHOHtit sae -►= I hereby certify that this •ketch of survey of the above described property is true and correct to the beet of my knowledge and belief as recently surveyed and platted under my direction. I further certify that this survey meets the minimum requirements adopted by the Florida Society of Professional Land Surveyors and the Florida Land Title Association. There are n achments. A 1 Latoe Ill