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Ofr D 0 C v\ --- 0 DOOR HEIGHT CONSISTS or 5 2 SECTIONS 18 2 SECTIONS 21 6 -9 1 SECTION Tr 3 SECTIONS 21 7' 4 SECTIONS 21 - 7_3 5 - • 7' -6' 5 SECTIONS 18 - 7' -9 4 SECTIONS 18 1 SECTION 21 8 3 SECTIONS 18' 2 SECTIONS 21 8 -3 2 SECTIONS 18" 3 SECTIONS 21' 8 -0 1 SECTION 16 4 SECTIONS 21 8 -9" 5 SECTIONS 21 - 9 6 SECTIONS 18" - 9 5 SECTIONS 18 1 SECTION 21" 9• - 6" 4 SECTIONS 18 2 SECTIONS 21' 9 -9 3 SECTIONS 18" 3 SECTIONS 21' 10 2 SECTIONS 18' 4 SECTIONS 21 10' -3" 1 SECTION 16" 5 SECTIONS 21 10 6 SECTIONS 21_ - 10•-9" 6 SECTIONS 18' 1 SECTION 21 11' 5 SECTIONS 18' 2 SECTIONS 21' 11' -3" 4 SECTIONS 18 3 SECTIONS 21 11'_6' 3 SECTIONS 18 4 SECTIONS 21 11• - 9 . 2 SECTIONS 18' 5 SECTIONS 21" 12 1 SECTIONS 18' 6 SECTIONS 21' 12 -3" 7 SECTIONS 21- - 12 -6 6 SECTIONS 18 2 SECTIONS 21" 12 -9' 5 SECTIONS 18 3 SECTIONS 21" 13 4 SECTIONS 18' 4 SECTIONS 21' 13' -3 3 SECTIONS 18 5 SECTIONS 21 13 -5' 2 SECTIONS 18" 6 SECTIONS 21 13 1 SECTION 18" 7 SECTIONS 21 14 ' 8 SECTIONS 21 - 14• -3' 6 SECTIONS 18 3 SECTIONS 21" Tar-6" 5 SECTIONS 18' 4 SECTIONS 21' 14 - 9" 4 SECTIONS 18' 5 SECTIONS 21 15• 3 SECTIONS 18" 6 SECTIONS 21' 15' -3" 2 SECTIONS 18' 7 SECTIONS 21' 15 -6 1 SECTION 18" 8 SECTIONS 21' 15 -9' 9 SECTIONS 21 - 16 6 SECTIONS 18" 4 SECTIONS 21' DOOR WIDTHS / OF CENTER STILES 9'-1 To 11 -10" 2 12 -0 TO 13 -10 3 14' -0' TO 15 - 10 - 4 15 -11' TO 16 -10" 5 SCHEDULE • A' 7-1/2 X 14 GA. GALV. STEEL ROLLER HINGE FASTENED W/ (6) N 14 X 1/2 SMS 7-1/2 X 18 GA. GALV. STEEL CENTER HINGE, FASTENED W/ (4) N 14 X 1/2" SMS 7 X 7 GALV. AIRCRAFT TYPE CABLE & NICO -PRESS SLEEVE W/ MIN. 5 TO 1 SAFETY FACTOR LOCK 2/ DOOR 0 Al ( 1!' 00 0 0 41 3/4" W X .15 THICK 0110 LATCH OUTSIDE HANDLE PUSH NUT I�'A (4040 B �v SPRING LOADED SLIDE BOLT LOCK (BOTH SIDES) r =1 r +mil FASTENED W/ (4) ij 14 X 5/8" S.M.S. 5/8" MIN. LOCK ENGAGEMENT CONFORMS TO SFBC 3603.2 REGARDING GARAGE DOORS A I +�r Wit rib 3" X 6- 7/16" X 12 GA. — STEEL FIXTURE FASTENED w/ (3) fi 14 X 5/8" SMS CENTER STILE LOCK BAR LOCKING SHOWN ALTERNATE TO LOCK SHOWN ABOVE CENTER STILES SEE SCH. .15T X 3/4" W LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR OUTSIDE KEYED LOCK OPTIONAL VENT MAXIMUM OPENING AREA 120 S0. IN. LOCK BAR GUIDES INSTALLED ON END STILE W/ (4) >4 14 X 5/8" SMS ICI 11 i A�� /A SAT /A FA rA TA 1111f=71 MEM IMIrr 11 6111.111r P-4-11 r11■1 MUM I 10 DIEM INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR GENERAL NOTES 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING1 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 DET.�ILS ARE NOT PART OF THIS APPROVAL. A Enqr: OR. HU.AYOUN FAR000 STRUCTURES FLA. Ff # 15557 A B c) 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. PATENT PENDING TH SOUR • ;flLU 1.0 C_■J. COMPL IYS.0 OFFICE ACCE✓Tr' ;CT :.:t q �- 'D7 v 0 0 0 LJ c Q Z w 0 LJ CC - J Q 0 1— t, w • In < ) C O S 9) 1 0 sr 0 W 0 UP 0 LJ Q J U I V; z — co C1 rn Tn s o 1.0 < • s w Q 0 — 0 0 fn a) a) 0 0 z 0 CC LJ z W u m 0' vi n t 4 0 J c drawing no. 98--12 (sheet 1 of 3 1ST SECTION (BOTTOM) REINFORCING 16 GA. X 2 -1/4" x 2 GALV. STEEL U.BAR REINFORCING TRUSS ® TOP OF PANEL TRUSS FASTENED TO INTERMEDIATE VERTICAL STILES W/ TWO ij 14 X 5/8 S.M.S. AND TO END STILES WITH FOUR ij 14 X 5/8" SMS 16 GA. X 2 -1/4" X 2" GALV. STEEL U.BAR REINFORCING TRUSS 4 BOTTOM OF PANEL TRUSS FASTENED TO INTERMEDIATE VERTICAL STILES W/ TWO ij 14 X 5/8" S.M.S. AND TO END STILES WITH FOUR # 14 X 5/8" SMS STEEL TRACK BRACKET FASTENED TO W000 JAMB WITH ONE 5/16" X 1 -5/8" LAG SCREW SOUTHERN PINE 0.55 S.G. BOTTOM SEAL .058 ALUM PLATE WITH 1/8" X 1" S.M.S. ® 48' O.C. AND TUBULAR RUBBER WEATHERSTRIPPING 14 GA. GALV. STEEL TRACK FASTENED TO TRACK PLATES w/ 1/4 -20 X 5/8" TRUSS HD. SLOTTED M.S. & LOCK NUT OPTIONAL STOP MOULDING BY. DOOR INSTALLER 1 13 GA. STEEL TRACK BRACKETS SEE SHEET 2 FOR SPACING it] 4 INTERMEDIATE SECTIONS REINFORCING # 14 X 5/8" SMS I 6 PER HINGE 7/16" PUSHNUTJ INSTALLED ON ROLLER SHAFT 16 GA. X 2-1/4" X 2" GALV. STEEL U.BAR REINFORCING TRUSS © CENTER OF PANEL TRUSS FASTENED TO INTERMEDIATE VERTICAL STILES W/ TWO # 14 X 5/8" S.M.S. AND TO END STILES WITH FOUR fi 14 X 5/8" SMS 1/2" X 1 - 3/4" X 1/16" VERT. ALUM TUBE (6063 -T6) - GLUED TO PANEL AND SECURED TO I END STILE WITH 3/16" POP RIVETS © 12" 0.C. 18 GA. GALV. STEEL_ CENTER HINGE SECTION B —@ TOP SECTION REINFORCING 1 - 7/8" X 2 -5/8" X 18 GA. STEEL CENTER STILE. GLUED & RIVETED TO d 14 X 5/8" S.M.S. 4/ HINGE ROLLER HINGE 16 GA. X 2 -1/4" X 2" GALV. STEEL U.BAR REINFORCING TRUSS TRUSS FASTENED TO INTERMEDIATE VERTICAL STILES W/ TWO jJ 14 X 5/8" S.M.S. AND 10 END STILES WITH FOUR # 14 X 5/8" SMS PANEL 3/4" X 2-1/2 x 18 GA. STEEL END STILE POP RIVETS 1 s 3/8" 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. Engr: DR. HUMAYOUN FAR000 STRUCTURES FLA. PE 11 16557 END STILE THIS DRAWING IS PROPERTY OF DAB DOORS INC_ COPYRIGHT 1998. TRADEMARK PROTECTED 00 NOT REPRODUCE WITHOUT WRITTEN CONSENT. PATENT PENDING ALL RIVETS ARE 3/16 DIAMETER nor ES `. CIi•; WTI Tt_t aT' r h 11:1.;:"...D;:!!"..: V VV PK:D CT CCkiT.f.', 1:::,V S.ON I. INC; CO?_ COM?L..NC 0EFICE P.CCE ?TA ;CE r';i:� D - 0_606 • © 9 O W cc J Q z w N J z O R- C.) LJJ C4 (./) o W o L51. O 0 Q v N O a st ('4 u_. 0 r C F+1 N Z CD 0 N ao T U 0 I -i Z " W w � r t0 O W M Q J 1n 00 w O� p 0_ z Lc) a dl W J CN Q C c V N b drawing no. 98 -12 sheet 2 of 3 000R HEIGHT • SECTION HEIGHTS BRACKET PLACEMENTS 1ST 2N0 3R0 4TH 5TH B 1 82 83 84 85 86 87 88 6 . -0 - 1$ " 13 " 1$ " 18 " N /A 1 .. 11 -3/4 23 " 34 " a`" 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" I1-3 /4 23" 34" a5" 56 67" 78-1/A" 7' -6" 18 18 18 18 18" 1" 11 -3/4" 23" 34" 45" 56" 67- 78 -1/4" T-0" 21. 18" 18 18" 21 " 1.. 11-3/4- 23- 34" 45" 56_ 67 " 78 - HORIZONTAL REINFORCEMENT 1/2" x1 -3/4" x1/16" ALUM TUBE (6063 -T6) GLUED 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 21" PANEL SECTION A -A SEE SHEET 2 FOR LOCATION OF REINFORCING TRUSSES POP RIVETS 14 GA. GALV. STEEL ADJUSTABLE SLIDE FASTENED TO BRACKET / w/ 5/ 16-18 X 3/4 HEX HELD M. SCREWS & NUTS. \ 12 GA. GALV. STEEL TOP ROLLER BRACKET (DOUBLE) FASTENED w/ (4) # 14 X 5/8" S.M.S. 7/16" DIA X 3 -3/4" ROLLER SHAFT OPTICNAL EPS- EXPANDED POLYSTYRENE INSULATION BY APACHE PRODUCTS CO. DENSITY = 1.07 PCF N.O.A. # 95- 0626.01 14 GA. GALV. STEEL ROLLER HINGES FASTENED w/ (6) # 14 X 5/8" SMS MIN. 24 GA ROLL FORMED STEEL PANEL DRAWING QUALITY 6 - 40 MIN. YIELD STRENGTH = 34 KS! WITH PRIMER AND BAKED -ON POLYSTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL 12 GA. GALV. STEEL BOTTOM BRACKET FASTENED / w/ ; a) # 14 x 5/8" SMS SECTIONS ARE NUMBERED STARTING AT THE BOTTOM FOR DOORS MORE THAN 8 FT. HIGH. USE ADDITIONAL TOP BRACKETS AT 10" 0.C. 5/16" X 1 - 5/8" LAG SCREWS INTO WOOD OR 5/16" SLEEVE ANCHORS WITH 1-1/4" EMBED INTO MASONRY 3 PER BRACKET 2 -1/2 X 4 X 13 GA. STEEL PLATES WELDED TO 1 - 1 / 2 " X 1-1/2 X 14 GA. ANGLE USE (4) 1/4 -20 SS BOLT & NUTS TO JOIN STRAIGHT AND CURVED TRACK SECTIONS 0 z z it THIS DRAWING IS PROPERTY OF DAB DOORS INC. COPYRIGHT 1998. TRADEMARK PROTECTED 00 NOT REPRODUCE WITHOUT WRITTEN CONSENT. PATENT PENDING M O t 4 CAST ALUM. ../ CABLE DRUM HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12 IN. GA. GALV. STEEL TRACK W000 FRAME BUILDINGS STUD WALLS OR DOOR OPENING SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 2X6 PRESSURE TREATED GRADE 2 OR BETTER wOOD STUDS. STUD WALLS TO BE CONT. FROM FOOTING TO TIE BEAM. W000 BUCK CONN CTION TO MASONRY TRACK SHALL BE SECURED WITH TRACK BRACKETS TO PRESSURE TREATED 2X6 W000 JAMBS WHICH SHALL BE ANCHORED TO GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN W/ 1/4" TAPCONS WITH 1 - 3/4" EMBED AND A SPACING OF 10" O.C. OR 3/8" DIA. SLEEVE ANCHORS 1 -3/4" EMBED AND A SPACING OF 12" O.C. THE BLOCK WALL CELLS SHALL 8E 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 \ 2" x 3 -1/2" X 12 GA. STEEL ANGLES 2 -3/16" HIGH CONNECTED TO TRACK WITH ONE 1/4" BOLTS & NUTS. Enyr: DR. HUMAYOUN FAR000 STRUCTURES FLA. PE (I 16557 LUI TRACK CONFIGURATION HORIZ. TRACK SUPPORT AS RE00. BY DOOR INSTALLER C.•.:- -.. r. ".nom . bU LiV:G CC: :',' _ CJr_:;; ?CE 'FF C AC' EPTAI.V. it:. �Q-o 5 rn c 0 rn 4, U (!1 0 O 0 w I- C0 rn z CV m a N 0 J w 1 c 0 a V h v v 0 - o 0 0 4 x v drawing no. 98 -12 sheet 3 of 3 r 5.65' 50.00' 50.00 r 50.00 50.00' 115.00' 0 0 0 rn o in 115.00' o 14 v, 13 x'/12 9' 11 °" 10 0 ° 0 0 0 ° o / o ° _ 4.70' 50.00' _ = 15 55.20' 50.00' 50.00' ,50.00' 50.00' MAP OF BOUNDARY SURVEY LOT 13 (no cap) 0.20' 40• 0 0 in M CP • /C.LF. TYPE OF SURVEY:BOUNDARY 3.00' o 0 3. M0' 0 / M LOT 17 / CD N 0 0 (7 / 2 SPW // jFl o / ro 21.40' // — 11w / BASIS OF BEARING SYSTEM WHEN SHOWN REFER T❑: // ASPHA /7/1827 // : 1.00 2.00 ,-- PLANTER 21.55' ONE STORY RES #122 NE 101 ST MIAMI SHORE, FL 24.80' W 15' ALLEY/ /- // // / 4.70' 0 0 17.10' 18.35' 10 m 0 o .qA w �. LF. 22.5' PARKWAY SPH T V /.// 10/10' /'' / 5':. S:DEWAut 8.00' 2.50 O / %/ / LOT 18 • A e � (no cap) « n cap)/ LOT 10 SCALE 1' =20' COMMUNITY NUMBER 120652 A DISTANCE P AD BB= BAA HALT OARM BEARDIG BLDG BUILDING DLVD=HIAEVNt BIN BENCH NARK C- CURVE CD=CATCM DAMN CID= =CRETE BLOCK STRtCnRE CCr -1.112B AND GUTTER CIRGCU0.E CHINCOC BEARING CiK]FAR C/L4fNTERLI E CLFWMAIN LILAC FENCE aNCXCINCRETE CS=CONCZETE SLAB CDOCUT BRILL ICLE INDINETFR • JOSE A DIAZ PSM 2798 PROPERTY ADDRESS: 122 NE 101st ST, MIAMI SHORES FL SOURCE OF LEGAL DESCRIPTION: CLIENT LEGAL DESCRIPTION: LOT 11 & 12 BLOCK 15 SUBDIVISION AN AMENDED PLAT OF MIAMI SHORES SECTION Ni ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10 AT PAGE 70 OF THE PUBLIC RECORDS OF MIAMI -DARE COUNTY, FLORIDA. 30' 30' FLOOD ZONE INFORMATION IST�ISTANCE DNE =DRADIAGE L NAOITU4NcE E EASENDIT ELV= LEVATI N ENDED CROR6/Q(T ESNT #ASDENT ETP=ELECnQC TRANSFORMER PAD F=FUND FD DRILL HOLE FFE=#TN4. FLIER OtVATIIN FINE RE HYDRANT FTP•FUI(D IRON PIPE FI NAIL MSC FR=FUIID RE -BAR DIST =DISTNCE FMNFRAIE F DPEET IN EIGHT oUGIO Co. 105.65' JOSE A DIAZ PROFESSIONAL SURVEYOR AND MAPPER CERTIFICATE NUMBER LS 2798 NE 101st ST HVY=HIGHWAY LFEb.WEST FLIER ELEVATION L.N=1.AME FONFUND DRILL HOE FFE=FD®I FLCOR ELEVATION FINED& HYDRANT FIP=FUND 1R[N PIPE FINFIIUMID NAIL FND_FD) D NAIL MSC FRrtUND RE -BAR DUST =DISTNCE FRA=FRNE FT=FEET IesMET9{T OOOO HVY=146NAY LFE=4.WEST FLD2 ELEVATE LINLANE DATE. DATE' DATE. 15' ALLEY NE 100th ST LOCATION SKETCH PANEL NUMBER SUFFIX DATE OF FIRM 93 J 07/15/95 ABBREVIATI ❑NS & LEGEND DATE. 04/11/2005 HSL=IEAN SEA LEVEL INT PI *I@IT LADE MSMETAL SPED N TH NGVINNATDNAL GEODETIC VERTICAL DATUM NNILMBER MNIEN RADIAL NTS=DOT TO SCALE UOFICIAL RECORD MC OVINEVERIEAD IN-OVER EAD MIRES PAVNT=PAVO NT P AT BUIC % WONT IF CURVATURE w V (r 11865 SW 26 ST. BUILDING I, SUITE 14 MIAMI, FLORIDA 33175 PH. 305- 227 -7432 FIRM ZONE X Examination of the abstract of title will haws to be made to determine recorded instruments, if any affecting the property. Location and identification of utilities an and /or adjacent to the property were not secured as such information was not requested. Ownership Is subject to opinion of title. Underground foundation and utilities not located. The survey depicted here is not covered by professional liability insurance. SCALE 1'= 100' BASE FLOOD ELEVATI ❑N PCD•P®(T CF COMPOUND CURVE PG=PAGE PKVY.QARKVAY PLdLACE P/LERTY LDE PL.A=PL ANTER PAR=DON, IF BEM/ HG PQ`i.PW(T OF COMENCEMQ(T IO UMENT REFERENCE PSM=PREFESSIIDLAL SIRVEYOt L MAPPER RNRADIUS RIVRADIAL RD=ROAD REC=D R R/V=R VAY NOT VALID VITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF FLORIDA LICENCED SURVEYOR AND MAPPER DATE OF FI SURVEY AR /06/ ?001 FOR : KTMBFRI Y HOUSTON ORDER NO, 21- 14957 -369 DRAWING, L.R.M. S=SUITH SINSET MAIL SP=SCREENED PINCH STY=STINT — SVK.4OEVALK T =TANGENT TVP=TINNSHIP TYP=TYPICAL IE=UTILITY EASOCIT UNUTILITY V=VEST PRE VF =v® FENCE VN=VATER I€TER FENCE I�TRAL ANGLE - CHAD. L.ON FENCE -C F - MID FIIITE -VF CBS VALL GOD TING u.EVATEN 4f VIRE FENCE PSM NO. 2798 JOSE A. DTAZ 55.15' 50.00' 50.00' 50.00' 50.00' ,00'91 l 0 0 N 0 0 0 0, ,00'91 t o 15 0 16 0 17 0 18 0 19 0 0 o 0 0 4.70' 50.00' 50.00' 50.00' 50.00' MAP OF BOUNDARY SURVEY LOT 13 (no cap) 0.20' 40• 0 0 in M CP • /C.LF. TYPE OF SURVEY:BOUNDARY 3.00' o 0 3. M0' 0 / M LOT 17 / CD N 0 0 (7 / 2 SPW // jFl o / ro 21.40' // — 11w / BASIS OF BEARING SYSTEM WHEN SHOWN REFER T❑: // ASPHA /7/1827 // : 1.00 2.00 ,-- PLANTER 21.55' ONE STORY RES #122 NE 101 ST MIAMI SHORE, FL 24.80' W 15' ALLEY/ /- // // / 4.70' 0 0 17.10' 18.35' 10 m 0 o .qA w �. LF. 22.5' PARKWAY SPH T V /.// 10/10' /'' / 5':. S:DEWAut 8.00' 2.50 O / %/ / LOT 18 • A e � (no cap) « n cap)/ LOT 10 SCALE 1' =20' COMMUNITY NUMBER 120652 A DISTANCE P AD BB= BAA HALT OARM BEARDIG BLDG BUILDING DLVD=HIAEVNt BIN BENCH NARK C- CURVE CD=CATCM DAMN CID= =CRETE BLOCK STRtCnRE CCr -1.112B AND GUTTER CIRGCU0.E CHINCOC BEARING CiK]FAR C/L4fNTERLI E CLFWMAIN LILAC FENCE aNCXCINCRETE CS=CONCZETE SLAB CDOCUT BRILL ICLE INDINETFR • JOSE A DIAZ PSM 2798 PROPERTY ADDRESS: 122 NE 101st ST, MIAMI SHORES FL SOURCE OF LEGAL DESCRIPTION: CLIENT LEGAL DESCRIPTION: LOT 11 & 12 BLOCK 15 SUBDIVISION AN AMENDED PLAT OF MIAMI SHORES SECTION Ni ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10 AT PAGE 70 OF THE PUBLIC RECORDS OF MIAMI -DARE COUNTY, FLORIDA. 30' 30' FLOOD ZONE INFORMATION IST�ISTANCE DNE =DRADIAGE L NAOITU4NcE E EASENDIT ELV= LEVATI N ENDED CROR6/Q(T ESNT #ASDENT ETP=ELECnQC TRANSFORMER PAD F=FUND FD DRILL HOLE FFE=#TN4. FLIER OtVATIIN FINE RE HYDRANT FTP•FUI(D IRON PIPE FI NAIL MSC FR=FUIID RE -BAR DIST =DISTNCE FMNFRAIE F DPEET IN EIGHT oUGIO Co. 105.65' JOSE A DIAZ PROFESSIONAL SURVEYOR AND MAPPER CERTIFICATE NUMBER LS 2798 NE 101st ST HVY=HIGHWAY LFEb.WEST FLIER ELEVATION L.N=1.AME FONFUND DRILL HOE FFE=FD®I FLCOR ELEVATION FINED& HYDRANT FIP=FUND 1R[N PIPE FINFIIUMID NAIL FND_FD) D NAIL MSC FRrtUND RE -BAR DUST =DISTNCE FRA=FRNE FT=FEET IesMET9{T OOOO HVY=146NAY LFE=4.WEST FLD2 ELEVATE LINLANE DATE. DATE' DATE. 15' ALLEY NE 100th ST LOCATION SKETCH PANEL NUMBER SUFFIX DATE OF FIRM 93 J 07/15/95 ABBREVIATI ❑NS & LEGEND DATE. 04/11/2005 HSL=IEAN SEA LEVEL INT PI *I@IT LADE MSMETAL SPED N TH NGVINNATDNAL GEODETIC VERTICAL DATUM NNILMBER MNIEN RADIAL NTS=DOT TO SCALE UOFICIAL RECORD MC OVINEVERIEAD IN-OVER EAD MIRES PAVNT=PAVO NT P AT BUIC % WONT IF CURVATURE w V (r 11865 SW 26 ST. BUILDING I, SUITE 14 MIAMI, FLORIDA 33175 PH. 305- 227 -7432 FIRM ZONE X Examination of the abstract of title will haws to be made to determine recorded instruments, if any affecting the property. Location and identification of utilities an and /or adjacent to the property were not secured as such information was not requested. Ownership Is subject to opinion of title. Underground foundation and utilities not located. The survey depicted here is not covered by professional liability insurance. SCALE 1'= 100' BASE FLOOD ELEVATI ❑N PCD•P®(T CF COMPOUND CURVE PG=PAGE PKVY.QARKVAY PLdLACE P/LERTY LDE PL.A=PL ANTER PAR=DON, IF BEM/ HG PQ`i.PW(T OF COMENCEMQ(T IO UMENT REFERENCE PSM=PREFESSIIDLAL SIRVEYOt L MAPPER RNRADIUS RIVRADIAL RD=ROAD REC=D R R/V=R VAY NOT VALID VITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF FLORIDA LICENCED SURVEYOR AND MAPPER DATE OF FI SURVEY AR /06/ ?001 FOR : KTMBFRI Y HOUSTON ORDER NO, 21- 14957 -369 DRAWING, L.R.M. S=SUITH SINSET MAIL SP=SCREENED PINCH STY=STINT — SVK.4OEVALK T =TANGENT TVP=TINNSHIP TYP=TYPICAL IE=UTILITY EASOCIT UNUTILITY V=VEST PRE VF =v® FENCE VN=VATER I€TER FENCE I�TRAL ANGLE - CHAD. L.ON FENCE -C F - MID FIIITE -VF CBS VALL GOD TING u.EVATEN 4f VIRE FENCE PSM NO. 2798 JOSE A. DTAZ 0 \45.75 /w F or /7 ` .. /8 .. /J .. f!� 20 'L/ 22 23 .o vi' 1 t 12 10 J 8 7 50 N. N. E 10/ /oo For Pat MoCarl ST. ST. $O7,151: /-a /ay SKETCH OF SURVEY Lots 11 and 12, Block 15, MIAMI SHORES SECTION NO. 1, according to the plat thereof recorded in Plat Book 10, at Page 36, of the Public. accords of Dade County - , Florida. BISCAYNE ENGINEERING COMPANY Order # 24546 Civil Engineers June 19th, 1951 9 Mimi Florida soalea Shown ,WE HEREBY CERTIFY; That the attached "SKETCH OF SURVEY" of the above desoribed property is true and correct to the beat of our knowledge end belief as recently surveyed and platted under our direction; also that there are no enoroaohnents unless shown thereon. BISCAYNE SUOINEERING COMPANY By" . l • �._..� s 3eo y, De<inett • Registered Engineer i 145 Registered surveyor 1 46 STATE QF FLORIDA. :{ t t4 4. Y . `