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289 NE 102 St (10)I ■A ?rr v/ fl 7 G $ 0 .9 Z EMI . .A. 7th STREET, SUITE 202 ..l. FLORIDA 33128 •ELEPHONE: (303) 220- FAX: 1305) 554.7822 DRAWN BY: H1,1/ Survey of Lot: 22 -23 • ' 'Block: 36 Subdivision: AN AMENDED PLAT.OF..MIAMI SHORES According to the Plat thereof as recorded in at Page No. 70 of the public records of DADE Property Address: 289 NE 102 ST , MIAMI SHORES, 'FL 33138 For: DAVID DOWSON A • ARC. A/C . AIR CONDITIONER PAD. A.E.. ANCHOR EASEMENT. A/R • ALUMINUM ROOF. A/S • ALUMINUM SHED. ASPH.. ASPHALT. B.C. • BLOCK CORNER. BLDG. • BUILDING. 8.M. • BENCH MARK. B.O.B.. BASIS OF BEARINGS C. • CALCULATED. C.B. • CATCH BASIN. C.B S. • CONCRETE BLOCK STRUCTURE. CBW • CONCRETE BLOCK WAIL. CH.. CHORD DISTANCE. CH. B. • CHORD BEARING. CL. • CLEAR. C.L.F. • CHAIN LINK FENCE. C.M. E.. CANAL MAINTENANCE EASEMENT. CONC. • CONCRETE. C.P. • CONC. PORCH. C.S. • CONCRETE SLAB. D.E. • DRAINAGE EASEMENT D.M.E. • DRAINAGE MAINTENANCE EASEMENT. DRIVE.. DRIVEWAY. o • DEGREES. E. • EAST. E.T.P. • ELECTRIC TRANSFORMER PAD. ELEV. • ELEVATION. ENCR . ENCROACHMENT. F.H. = FIRE HYDRANT. F.I.P. • FOUND IRON PIPE. Fi R.. FOUND IRON ROD. F.F E. • FINISHED FLOOR ELEVATION. LOCATION SKETCH 2 A1313BEYIADON59ND MEANING F.N.O. • FOUND NAIL 6 015K FR.. FRAME. FT. • FEET. FNIP. • FEDERAL NATIONAL INSURANCE PROGRAM. F.N.. FOUND NAIL. H.. HIGH (HEIGHT). IN. It EG.. INGRESS AND EGRESS . EASEMENT. L.P.. LIGHT POLE. L.F.E. • LOWEST FLOOR ELEVATION. L.M E. • LAKE MAINTENANCE EASEMENT. . MINUTES. M.. MEASURED DISTANCE. MON.. MONUMENT. M/H. • MANHOLE M/L. • MONUMENT LINE. N.A.P. • NOT A PART OF. NGVD. NATIONAL GEODETIC VERTICAL DATUM. N.. NORTH. N.T.S. NOT TO SCALE. 1 • NO. • NUMBER O/S. • OFFSET. OH.. OVERHEAD. • O.H.L.. OVERHEAD UTILITY LINES OVH. • OVERHANG. O.R.B. • OFFICIAL RECORD BOOK. PVMT.. PAVEMENT. PL. = PLANTER. P /L.. PROPERTY LINE. P.0 C. = POINT OF COMPOUND CURVE. P.C.. POINT OF CURVE. PT. = POINT OF TANGENCY. • POC. • POINT OF COMMENCEMENT POB.. POINT OF BEGINNING. ao ' urns ttr4 LAND SURVEYORS 4 C /I /7 P.R.C.. POINT OF REVERSE CURVE. PROP. COR. • PROPERTY CORNER. P.B. • PLAT 800K. PG.. PAGE. PWY • PARKWAY. PRM • PERMANENT REFERENCE MONUMENT. P.L.S. • PROFESSIONAL LAND SURVEYOR. R.. RECORDED DISTANCE. RR.. RAILROAD. RES. • RESIDENCE. FVW. • RIGHT•OF -WAY. RAD. • RADIUS OR RADIAL. R.P. • RADIUS POINT. RGE, . RANGE. SEC. • SECTION. STY. • STORY. • SWK. • SIDEWALK. 9.I.P. • SET IRON PIPE L.B. 16011 S. • SOUTH. S.N.D.. SET NAIL 6 DISK 1.8. 16044. SP. • SCREENED PORCH. ' • SECONDS. T. • TANGENT. TWP. • TOWNSHIP U.E. • UTILITY EASEMENT UTIL. • UTILITY. U.P. • UTILITY POLE. W.M. • WATER METER, W.F. • W000 FENCE. W S. . WOOD SHED. a • CENTRAL ANGLE. W. • WEST. • CENTER LINE. 4 • ANGLE. ,. jt f; Date: 10/20/199'7 ) SECTION NO. 1 the Plat Book No. 10 County, Florida. Scale 1" = /v• 7r5• /0,3 „ep iQ /02ND LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY (SURVEY): EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO 8E MADE TO DETERMINE RECORDED INSTRUMENTS. IF ANY, AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS. RESERVATIONS OR EASEMENTS OF RECORD. LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND/OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE FIELD. COULD BE DRAWN AT A SHOWN SCALE AND/OR NOT TO SCALE. THE LIABILITY OF THE SURVEY IS LIMITED TO THE COST OF THE SURVEY. THE TERM 'ENCROACHMENT' MEANS VISE _ e .' •:V5 GROUND ENCROACHMENTS ARCHITECTS SHALL VERIFY L0N!NU HEGULAI'IONS. RES IRICTIONS AND SETBACKS AND THEY WILL BE RESPONSIBLE OF SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTI IORITIES IN A NEW CONSTRUCTION. UNLESS OTHERWISE NOTEO. THIS FIRM HAS NOT ATTEMPTED r0 LOCATE FOOTINGS AND /OR FOUNOATIONS FENCE OWNERSHIP NOT DE1ERMINED. 11iE FNIP 11000 MAPS FIAVE OESIGN.ATEU THE HEREIN DESCRPoBEO L AND TO BE Situated in Zone: X Community /Panel /Suffix: Date of Firm: 03/02/1994 Base Flood Elevation: Certified to: DAVID DOWSON AND NANCY DOWSON 'JEFFREY E. REICHENBACHER, ESQUIRE ATTORNEYS' TITLE INSURANCE FUND, INC. SUNTRUST BANK, SOUTH FLORIDA, N.A. CIRCLE MORTGAGE CORP, ITS SUCCESSORS AND /OR ASSIGNS f. 20 2/ 0.00 x 5T B.M.8 ELEV OF N.O.V.D. OF 1929. REVISED ON REVISEDON 120652- 0093 -J SURVEY No. SHEET NO. L2 /3 1 / /4 LEGEND TYPICAI 2). IF SHOWN. ELEVATIONS ARE REFERRED TO 97-000-?8 l OF 2 I, WOOD FENCE. CHAIN LINK FENCE. C.B.S. WALL (C.B.W.) EXISTING ELEVATIONS. PROPOSED ELEVATIONS.. SURVEYORS'/ NOTES• 1). IF SHOWN. BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN. BY SAID PLAT • IN THE DESCRIPTION OF THE PROPERTY. IF NOT. THEN BEARINGS ARE REFERRED TO COUNTY TOWNSHIP MAPS. 3). T•15 IS A SPECIFIC PURPOSE SURVEY. 1). THE CLOSURE IN THE BOUNDARY SURVEY IS • ABOVE 1:7500 FT. I HEREBY CERTIFY: THAT THIS 'BOUNDARY SURVEY• OF THE PROPERTY DESCRIBED HEREON. AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION. COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAP.TER 81017.8. FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027. FLORIDA STATUTES. BY: 1 1 TO (1,4 IBARRA (DATE OF FIELD WORK). PROFESSIO AL LAND SURVEYOR NO 52 0l� STATE OF FLORIDA. (VALID COPIES OF THIS SURVtY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR) E 1 5582 Rh STREET, SUITE 202 MIAMI, FLORIDA 33128 VELEPHOHE; (305) 220.3171 FAX:(305) 554.7822 .) GI LOT= V'.)atizx LAND 'SURVEYORS BOUNDARY SURVEY /02 zimairiatioistrmi t t`ifA' t6i6:'li' fIt • L OT/ Scale 1" = 6D '7V7 Z_ J 1 Q it i'f) vZ. `V 3 W 1 Rupolo [ngineering Co. hruc }ural Engineers 118 North Ocean Blvd. Pompano Beach, Fl 33062 (954) 784 -2791 nn ( czfsr) tia ; =d� .3 3.4". c 05010 . G A4U,kikt1 ag-Lsrr ?am 4 40 sop Art,. fort fe. IN -5I tS5 JOB C)C1JSaN� f2 siDis OG , f) ! A m I ;N O jS,47, / SHEET NO. " (.. OF i t 22 2 CALCULATED BY M/V DATE �J I3 l as CHECKED BY DATE SCALE 2 � 4-3 4 44, s ..Plea bp'e .... r. 5. . 8,14 to 2x.3 ...1 TtP 53 s rti 4 147 4. Z. 1, om —3 3 �$ 2 =1►,52 5 Ib / ..4 R OD L1 90 • / 25/ 7:23 e52.4r4- 5582 N.W. 71h STREET, SUITE 202 MIAMI, FLORIDA 33128 TELEPHONE; (305) 220-3171 FAX: (305) 554-7822 • ' I 111 *. 1 • !!. • r I i ' SURVEY NO. 97- i7.3 ' • ' - SHEET NO. ' 2 ! • OF • 2..• r A. 7Ih STREET, SUITE 202 '�- ...0. FLORIDA 33128 , ELEPHONE: (305) 220.3171 • FAX: (305) 554.7822 DRAWN BY: H,1 Property Address: 289 For: DAVID DOWSON A • ARC. A/C • AIR CONDITIONER PAD. A.E. • ANCHOR EASEMENT. AJR • ALUMINUM ROOF. A/S • ALLMINUM SIZED. ASPII. • ASPHALT. B.C. • BLOCK CORNER. BLDG.. BUILDING. O.M. • BENCH MARK. O.O.B. - BASIS OF BEARINGS. C. - CALCULATED. C.B. • CATCH BASIN. C.D.S. • CONCRETE BLOCK STRUCTURE. CUW • CONCRETE BLOCK WALL. CH. • CHORD DISTANCE. Cli. B.. CHORD BEARING. CL. • CLEAR. C.L.F.. CHAIN LINK FENCE. C.M.E. • CANAL MAINTENANCE EASEMENT. CONC. = CONCRETE. C.P.. CONC. PORCH. C.S. • CONCRETE SLAB. D.E. • DRAINAGE EASEMENT D.M.E.. DRAINAGE MAINTENANCE EASEMENT. DRIVE. • DRIVEWAY. o . DEGREES. E.. EAST. E.T.P.. ELECTRIC TRANSFORMER PAD. ELEV.. ELEVATION. ENCR. • ENCROACHMENT. F.H.. FIRE HYDRANT.. F.I.P. • FOUND IRON PIPE. F.I.R. • FOUND IRON ROD. F.F.E.. FINISHED FLOOR ELEVATION. NE 102 ST LOCATION A.0 B8E YIATIONS.AN ILMEANING F.N.D.. FOUND NAIL Q DISK FR. • FRAME. FT. • FEET. FNIP. - FEDERAL NATIONAL INSURANCE PROGRAM. F.N. • FOUND NAIL. 11. • HIGH (HEIGHT). IN. 8 EG. - INGRESS AND EGRESS . EASEMENT. L.P. • LIGHT POLE. L.F.E. • LOWEST FLOOR ELEVATION. L.M.E. • LAKE MAINTENANCE EASEMENT. ' • MINUTES. M. . MEASURED DISTANCE. MON.. MONUMENT. M/11. • MANHOLE M/L.. MONUMENT LINE. N.A.P.. NOT A PART OF. NOVO. NATIONAL GEODETIC VERTICAL DATUM. N.. NORTH. N.T.S. • NOT TO SCALE. 0 • NO.. NUMBER. 0/S. • OFFSET. OH.. OVERHEAD. 0.1-1.1.• OVERHEAD UTILITY LINES i OVH. • OVERHANG. O.R.B.. OFFICIAL RECORD BOOK. PVMT.. PAVEMENT. PL.. PLANTER. P/1. • PROPERTY LINE. P.C.C.. POINT OF COMPOUND CURVE. P.C.. POINT OF CURVE. PT. POINT OF TANGENCY. POC.. POINT OF COMMENCEMENT P08. - POINT OF BEGINNING. LAND SURVEYORS 1. Survey of Lot: 22 -23 a. , 1 Block : ' 36 '`' Subdivision: AN AMENDED PLAT;OF;;MIAMI SHORES SECTION NO. 1 According to the Plat thereof as recorded in the Plat Book No. at Page No. 70 of the public records of DADE County, Florida. • 60 NE. (:•,, /O 2 Q c " No 1.2 9 4 s P.R.C. • POINT OF REVERSE CURVE. PROP. COR.•PROPERTY CORNER. P.B. • PLAT BOOK. PG.. PAGE. PWY • PARKWAY. PRM - PERMANENT REFERENCE . MONUMENT. P.L.S. • PROFESSIONAL LAND SURVEYOR. R. • RECORDED DISTANCE. RR. - RAILROAD, FIES. • RESIDENCE. RAN. • RIGHT-OF-WAY. RAD. • RADIUS OR RADIAL. R.P. • RADIUS POINT. ROE.. RANGE. SEC. • SECTION. STY, • STORY. • SWK. • SIDEWALK. S.I.P. • SET IRON PIPE L.B. 06044 0. • SOUTH. B.N.D. • SET NAIL 8 DISK 1.8.08044. SP. • SCREENED PORCII. . SECONDS T. • TANGENT. 1WP. • TOWNSHIP U.E. • UTILITY EASEMENT. UTIL . UTILITY. U.P. • UTILITY POLE. W.M. • WATER METER. W.F.. WOOD FENCE. W.S. • W000 SIIED. 4 • CENTRAL ANGLE. W.. WEST. • CENTER LINE. 4 - ANOLE. LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY (SURVEY): EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY. AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS. LIMITATIONS. RESTRICTIONS. RESERVATIONS OR EASEMENTS OF RECORD. LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND/OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE FIELD. COULD BE DRAWN AT A SHOWN SCALE AND /OR NOT TO SCALE. THE LIABILITY OF THE SURVEY IS LIMITED TO THE COST OF THE SURVEY. , • TIIE TERM *ENCROACHMENT• MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS ARCHITECTS SHALL VERIFY ZONING REGULATIONS. RESTRICTIONS AND SETBACKS AND THEY WILL BE RESPONSIBI.E OF SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR • APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN A NEW CONSTRUCTION. UNLESS OTHERWISE NOTED. THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTINGS AND /OR FOUNDATIONS. FENCE OWNERSHIP NOT DETERMINEO. 111E FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE , MIAMI SHORES, . 33138 SKETCH ws /6 /7 Scale 1" _ ,Af• 1 /Q /02 No Zo 2/ IP LEGEND TYPICAL 1 X I l k W 0.00 X , 1 0.001 , 2). IF SHOWN. ELEVATIONS ARE REFERRED TO 8.M,0 ELEV i OF N.O.V.D. OF 1820. REVISED ON REVISEDON ., Situated in Zone: X Community /Panel /Suffix: 120652 - 0093 -J Date of Firm: 03/02/1994 Base Flood Elevation: Certified to: DAVID DOWSON AND NANCY DOWSON JEFFREY E. REICHENBACHER, ESQUIRE ATTORNEYS' TITLE INSURANCE FUND, INC. SUNTRUST BANK, SOUTH FLORIDA, N.A. CIRCLE MORTGAGE CORP, ITS SUCCESSORS AND /OR ASSIGNS r7 SURVEY No. 97- 000478 "- I � - SHEET NO. / OF 2 ,iii • Date: 10/20/1997. :•1! 10 '3 1/ • ST 1 1 1 so•f / 4 • WOOD FENCE. CHAIN LINK FENCE. C.D.S. WALL (C.B,W.) EXISTING ELEVATIONS. PROPOSED ELEVATIONS.: BURVEYOHB'e NOTES: 1). IF SHOWN. BEARINGS ARE I REFERRED TO AN ASSUMED MERIDIAN. BY SAID PLAT IN THE DESCRIPTION OF PIE PROPERTY. IF NOT. THEN BEARINGS ARE REFERRED TO COUNTY TOWNSHIP MAPS. 31. THIS 19 A SPECIFIC PURPOSE SURVEY. 4): THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:7500 FT. 1 HEREBY CERTIFY: THAT THIS 'BOUNDARY SURVEY' 1I 0F THE PROPERTY DESCRIBED HEREON, AS 'RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION. COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAP.TER 61017.8. FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027. FLORIDA STATUTES. BY• I O -4 - 11 z (1 1BARRA (DATE OF FIELO WORK). PROFESSION LAND SURVEYOR NO. 5 'Z o l4. STATE OF FLORIDA. (VALID COPIES OF THIS SURVEY WILL BEAR THE EMB05880 SEAL OF THE ATTESTING LAND SURVEYOR). 8 c s 4 /// r A. 7Ih STREET, SUITE 202 '�- ...0. FLORIDA 33128 , ELEPHONE: (305) 220.3171 • FAX: (305) 554.7822 DRAWN BY: H,1 Property Address: 289 For: DAVID DOWSON A • ARC. A/C • AIR CONDITIONER PAD. A.E. • ANCHOR EASEMENT. AJR • ALUMINUM ROOF. A/S • ALLMINUM SIZED. ASPII. • ASPHALT. B.C. • BLOCK CORNER. BLDG.. BUILDING. O.M. • BENCH MARK. O.O.B. - BASIS OF BEARINGS. C. - CALCULATED. C.B. • CATCH BASIN. C.D.S. • CONCRETE BLOCK STRUCTURE. CUW • CONCRETE BLOCK WALL. CH. • CHORD DISTANCE. Cli. B.. CHORD BEARING. CL. • CLEAR. C.L.F.. CHAIN LINK FENCE. C.M.E. • CANAL MAINTENANCE EASEMENT. CONC. = CONCRETE. C.P.. CONC. PORCH. C.S. • CONCRETE SLAB. D.E. • DRAINAGE EASEMENT D.M.E.. DRAINAGE MAINTENANCE EASEMENT. DRIVE. • DRIVEWAY. o . DEGREES. E.. EAST. E.T.P.. ELECTRIC TRANSFORMER PAD. ELEV.. ELEVATION. ENCR. • ENCROACHMENT. F.H.. FIRE HYDRANT.. F.I.P. • FOUND IRON PIPE. F.I.R. • FOUND IRON ROD. F.F.E.. FINISHED FLOOR ELEVATION. NE 102 ST LOCATION A.0 B8E YIATIONS.AN ILMEANING F.N.D.. FOUND NAIL Q DISK FR. • FRAME. FT. • FEET. FNIP. - FEDERAL NATIONAL INSURANCE PROGRAM. F.N. • FOUND NAIL. 11. • HIGH (HEIGHT). IN. 8 EG. - INGRESS AND EGRESS . EASEMENT. L.P. • LIGHT POLE. L.F.E. • LOWEST FLOOR ELEVATION. L.M.E. • LAKE MAINTENANCE EASEMENT. ' • MINUTES. M. . MEASURED DISTANCE. MON.. MONUMENT. M/11. • MANHOLE M/L.. MONUMENT LINE. N.A.P.. NOT A PART OF. NOVO. NATIONAL GEODETIC VERTICAL DATUM. N.. NORTH. N.T.S. • NOT TO SCALE. 0 • NO.. NUMBER. 0/S. • OFFSET. OH.. OVERHEAD. 0.1-1.1.• OVERHEAD UTILITY LINES i OVH. • OVERHANG. O.R.B.. OFFICIAL RECORD BOOK. PVMT.. PAVEMENT. PL.. PLANTER. P/1. • PROPERTY LINE. P.C.C.. POINT OF COMPOUND CURVE. P.C.. POINT OF CURVE. PT. POINT OF TANGENCY. POC.. POINT OF COMMENCEMENT P08. - POINT OF BEGINNING. LAND SURVEYORS 1. Survey of Lot: 22 -23 a. , 1 Block : ' 36 '`' Subdivision: AN AMENDED PLAT;OF;;MIAMI SHORES SECTION NO. 1 According to the Plat thereof as recorded in the Plat Book No. at Page No. 70 of the public records of DADE County, Florida. • 60 NE. (:•,, /O 2 Q c " No 1.2 9 4 s P.R.C. • POINT OF REVERSE CURVE. PROP. COR.•PROPERTY CORNER. P.B. • PLAT BOOK. PG.. PAGE. PWY • PARKWAY. PRM - PERMANENT REFERENCE . MONUMENT. P.L.S. • PROFESSIONAL LAND SURVEYOR. R. • RECORDED DISTANCE. RR. - RAILROAD, FIES. • RESIDENCE. RAN. • RIGHT-OF-WAY. RAD. • RADIUS OR RADIAL. R.P. • RADIUS POINT. ROE.. RANGE. SEC. • SECTION. STY, • STORY. • SWK. • SIDEWALK. S.I.P. • SET IRON PIPE L.B. 06044 0. • SOUTH. B.N.D. • SET NAIL 8 DISK 1.8.08044. SP. • SCREENED PORCII. . SECONDS T. • TANGENT. 1WP. • TOWNSHIP U.E. • UTILITY EASEMENT. UTIL . UTILITY. U.P. • UTILITY POLE. W.M. • WATER METER. W.F.. WOOD FENCE. W.S. • W000 SIIED. 4 • CENTRAL ANGLE. W.. WEST. • CENTER LINE. 4 - ANOLE. LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY (SURVEY): EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY. AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS. LIMITATIONS. RESTRICTIONS. RESERVATIONS OR EASEMENTS OF RECORD. LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND/OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE FIELD. COULD BE DRAWN AT A SHOWN SCALE AND /OR NOT TO SCALE. THE LIABILITY OF THE SURVEY IS LIMITED TO THE COST OF THE SURVEY. , • TIIE TERM *ENCROACHMENT• MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS ARCHITECTS SHALL VERIFY ZONING REGULATIONS. RESTRICTIONS AND SETBACKS AND THEY WILL BE RESPONSIBI.E OF SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR • APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN A NEW CONSTRUCTION. UNLESS OTHERWISE NOTED. THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTINGS AND /OR FOUNDATIONS. FENCE OWNERSHIP NOT DETERMINEO. 111E FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE , MIAMI SHORES, . 33138 SKETCH ws /6 /7 Scale 1" _ ,Af• 1 /Q /02 No Zo 2/ IP LEGEND TYPICAL 1 X I l k W 0.00 X , 1 0.001 , 2). IF SHOWN. ELEVATIONS ARE REFERRED TO 8.M,0 ELEV i OF N.O.V.D. OF 1820. REVISED ON REVISEDON ., Situated in Zone: X Community /Panel /Suffix: 120652 - 0093 -J Date of Firm: 03/02/1994 Base Flood Elevation: Certified to: DAVID DOWSON AND NANCY DOWSON JEFFREY E. REICHENBACHER, ESQUIRE ATTORNEYS' TITLE INSURANCE FUND, INC. SUNTRUST BANK, SOUTH FLORIDA, N.A. CIRCLE MORTGAGE CORP, ITS SUCCESSORS AND /OR ASSIGNS r7 SURVEY No. 97- 000478 "- I � - SHEET NO. / OF 2 ,iii • Date: 10/20/1997. :•1! 10 '3 1/ • ST 1 1 1 so•f / 4 • WOOD FENCE. CHAIN LINK FENCE. C.D.S. WALL (C.B,W.) EXISTING ELEVATIONS. PROPOSED ELEVATIONS.: BURVEYOHB'e NOTES: 1). IF SHOWN. BEARINGS ARE I REFERRED TO AN ASSUMED MERIDIAN. BY SAID PLAT IN THE DESCRIPTION OF PIE PROPERTY. IF NOT. THEN BEARINGS ARE REFERRED TO COUNTY TOWNSHIP MAPS. 31. THIS 19 A SPECIFIC PURPOSE SURVEY. 4): THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:7500 FT. 1 HEREBY CERTIFY: THAT THIS 'BOUNDARY SURVEY' 1I 0F THE PROPERTY DESCRIBED HEREON, AS 'RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION. COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAP.TER 61017.8. FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027. FLORIDA STATUTES. BY• I O -4 - 11 z (1 1BARRA (DATE OF FIELO WORK). PROFESSION LAND SURVEYOR NO. 5 'Z o l4. STATE OF FLORIDA. (VALID COPIES OF THIS SURVEY WILL BEAR THE EMB05880 SEAL OF THE ATTESTING LAND SURVEYOR). •?..2LV.:* ( A v., ekr-o 1-, - (Jot,: s 1--4 t 4.2 ' ; t. - I 4 4 - P4 :,1 rV,A:.‘7.7 r n 36 J 4 A " , ' • & ) ; 11 • 1 • • 1 (4 le :4 SCALE: DATE: I APPRC • -r =« «ACES -32 Ver. 1.1 »» . Hand cut» » : 29.76 Hand jig» » : 30.00 Comp cut • 15.12 Customer : CLARENCE -HALL Project #: 9E33 • Span : 4 -11 -8 Quantity : 15 = = Bld(8/11/1998),v1.1 FORCES - GRAVITY LOADS 4-1= 257 2- 4 = -291 1- 2 = -267 2 -3= 0 3 -4= 183 PROVIDE FOR 356 LBS UPLIFT AT JOINT 1 (0.83) PROVIDE FOR 1150 LBS UPLIFT AT JOINT 3 (1.12) PROVIDE FOR 101 LBS HORIZ. REACTION AT JOINT 1 PLATE OFFSETS (X= LEFTY= TOP):[j2= 3,3],(SYMMETRIC PLATING TURNED ON) 3x4 LOADING (PSF) L D TOP 30 15 BOTT 0 10 3 -4 -1 3 -4 -1 4 -11 -8 4 -11 -8 L. HL TO PK:5 -1 -5 LEFT HEIGHT:0 -3 -14 SPAN:4 -11 -8 ( 066403 ] Truss ID : M -1 1 4 - 1 1 - 8 1 -7 -7 MAX STRESSES TOP 1 -2 =0.107 BOTT 4 -1 =0.149 LL.DEFL. @4 =0.00 < L/360 REACTIONS - SIZE 1= -430 7.25 3 =-1031 7.25 1 -2 -14 4 3r4 7 -0 -8 « «BEST.TRUSS.CO. » » Hand assembly» » : 27.36 Comp asssembly : 0.00 , Mon Monilun #21 14:20:03 1999 Top Pitch : 3/12 RISE:3 -3 -14 RIGHT HEIGHT:1 -6 -12 MINIMUM GRADE OF LUMBER TOP CHORD:2X4 No.2ND 19 SP BOT CHORD:2X4 No.2ND 19 SP WEBS :2X4 No.3 19 SP SPACING : 24.0 in. o. c. STR.INC.: LUMB = 1.33 PLATE = 1.33 REPETITIVE STRESSES USED NO. OF MEMBERS = 1 RIGHT END VERTICAL IS NOT EXPOSED. TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 10 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,0.00 MI FROM OCEANLINE(ASCE7 -93). NOTE: RIGHT OVERHANG REQUIRES SUPPORT OR LEVEL RETURN PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. ' This safety alert symbol is used to attract your attention! PERSONALSAFETYISINVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. A CAUTION: A CAUTION identifies safe operating practices or indicates unsafe conditions that could result in personal injury or damage to structures. HIB-91 Summary Sheet COMMENTARY and RECOMMENDATIONS for . HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES © Itis the responsibility of the installer (builder. buildinacontractor. licensed contractor, erectororerection contractor) toprooerlyreceive. unload. store. handle. install and brace metal plate connected wood trusses to protect life and oronerty The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are based upon the collective experience of leading technical personnel in the wood CAUTION: The builder; building contractor, licensed contractor, erector orerection contractor is advised A to obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB- 91" from the Truss Plate Institute. A CAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral bending and lessen moisture gain. A WARNING: Do not break banding until installation begins. Care should be exercised in banding re- moval to avoid shifting of individual trusses. WARNING: Do not lift bundled trusses by the bands. Do not use damaged trusses. TRUSS STORAGE CAUTION: Trusses should not be A unloaded on rough terrain or un- even surfaces which could cause damage to the truss. Frame 1 DANGER: A DANGER designates a condition A where failure to follow instructions or heed warn- ing will most likely result in serious personal injury or death or damage to structures. • A WARNING: A WARNING describes a condition where failure to follow instructions could result in severe personal injury or damage to structures. I�L TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608) 833 -5900 • - truss industry, but must, due to the nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or Installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written 'Permission of the publisher. Printed in the United States of America. CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections A should be made with minimum of 2 -16d nails. All trusses assumed 2' on- center or Tess. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. , 1111111 CAUTION: Trusses stored vertically should be braced to prevent toppling or tipping. ® DANGER: Do not store bundles upright unless properly braced. Do not break bands until bundles are alaced in a stable horizontal position. DANGER: Walking on trusses which are lying flat is extremely dangerous and should be strictly prohibited. A WARNING: Do not attach cables, chains, or hooks to the web members. Tag Line 1 a truss or grow, _tru End Fir : . EMI or less Toe Toe In I I Approximately 1 /2 truss length In Spreader Bar Less than or equal to 60' Less than or equal to 60' or less Truss spans Tess than 30'. Approximately 1/2 to % truss len • th Spreader Bar MINIM I I Approximately V. truss length Toe In Tag Une Toe In Tag Une Approximately 1/2 to % truss len th Tag Une A CAUTION: Temporary bracing shown in this summary sheet is adequate for the installation of trusses with similar configurations. Consult a registered professional engineer If a different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB -89, and in some cases determine that a wider spacing is possible. A GROUND BRACING: BUILDING: INTERIOR 1 - \ Ground brace --vertical 10Bv) ; � z Ground bran diaporb.(0B6) ------- Note: 2nd floorsyitatnslaJ, hays adequate eipsdtyto suppo kiliQund /bra > ( ' - ,'t MECHANICAL INSTALLATION Lifting devices should be connected to the truss top chord with a closed -loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the 'Weight of the truss. Each truss should be set In proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. 9/ LBT J Frame 2 A • WARNING: Do not lift single trusses with spans greater than 30' by the peak. Ground brace diagonals MD) Ground brace vertical (GBv) Backup ground - stake Tag Une At or above mid - height Tag Une Strongback/ SpreaderBar l •Approximately Y3 to 3 /1 truss length Strongback/ SpreaderBar Driven ground stakes -, A CAUTION: Ground bracing required for all installations. Greater than 60' Greater than 60' Typical vertical attachment strut (Si) 10' a Ell 1 0' 10' �I►�I \ I\IIIUM Approximatel Y3 to 3', truss length I GR0uNbBRAcING:BUILDING. EXTERIOR Typical horizontal tie member with _ multiple stakes (HT) End Wall • Plan r Blocking f Ground Brace Verticals (GBV) - �•S a t use of F oup of trot (EB) • SPAN MINIMUM PITCH ' DIFFERENCE TOP CHORD LATERAL BRACE SPACING(LBS) TOP CHORD DIAGONAL BRACE SPACING "(DBS) fit : trusses] ;.. SP/DF SPF /HF Upto28' 2.5 7' 17 12 Over 28' - 42' 3.0 6' 9 6 Over 42' - 60' 3.0 5' 5 3 Over 60' See a registered professional engineer Top chords that are laterally braced can buckle togetherand cause collapse 11 there is nodiago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. DF - Douglas Fir -Larch HF - Hem -Fir Contiiwou6 Top Chord Lateral Brace Required 10' or Greater Attachment Required Up to 32' Over 32' - 48' Over 48' - 60' Over 60' MINIMUM PITCH `: 4/12 4/12 4/12 TOP CHORD : LATERAL BRACE SPACING(LB& 8' 6' 5' TOP CHORD DIAGONAL BRACE SPACING (DBS) [# trusses] SP /DF 20 10 6 SPF /HF 15 7 4 See a registered professional engineer • 12 4 a greater DF - Douglas Fir -Larch HF - Hem -Fir All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace —� Required 10' or Greater Attachment Required A WARNING: Failure to follow these recommendations could result In severe personal Injury or damage to trusses or buildings. SP - Southern Pine SPF - Spruce- Pine -Fir All lateral braces lapped at least 2 trusses. Frame 3 SP - Southern Pine SPF - Spruce -Pine -Fir PITCHED TRUSS Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the lop chord when purling are attached to the topside of the top chord. SCISSORS TRUSS 12 -I 4 or greater Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. A WARNING: Failure to follow these recommendations could result In severe personal injury or damage to:trusses orbuildings. r WEB MEMBER PLANE c Permanent continuous lateral bracing as specified by the truss engineering. Frame 4 SPAN: Up to 32' Over 32' - 48' Over 48' - 60' Over 60' MINIMUM PITCH 4/12 4/12 4/12 BOTTOM 'CHORD BOTTOM CHORD DIAGONAL BRACE LATERAL BRACE SPACING (DR& SPACING(LBg) [ #truss3s] 15' 15' 15' SP /DF 20 10 6 See a registered professional engineer SPF /HF 15 7 4 DF - Douglas Fir -Larch HF - Hem -Fir SP - Southern Pine SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. BOTTOM CHORD PLANE Cross bracing repeated at each end of the hiiilding and at.20' Intervals. SPAN MINIMUM DEPTH TOP CHORD LATERAL BRACE SPACING(LB TOP CHORD DIAGONAL BRACE SPACING (Dial ;! (# trusses) SP /DF SPF /HF Up to 32' 30" 8' 16 10 Over 32' - 48' 42" 6' 6 4 Over 48' - 60' 48" 5' 4 2 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce- Pine -Fir The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. 4x2 PARALLEL CHORD TRUSS:TOP CHORD Top chords that are laterally braced can buckle together and cause collapse if there isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the too chord when purling are attached to the topside of the top chord. •■6 1y End diagonals are stability and must be dup both ends of the truss system. 3p yD; ,41111 IP.1°.14PalWAI■4111 ► ► ► ses�2 End diagonals are sential't'orr :. . stability and must be duplicated on, both ends of the truss system. Frame 5 2x4/226 PARALLEL CHORD TRUSS. Top chords that are laterally braced can buckle togetherand cause collapse ifthere is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purfins are attached to the topside of the top chord. Continuous Top Chord Lateral Brace Required 10' or Greater Attachment Required Attachment Required — Continuous Top Chord Lateral Brace Required 10' or Greater 30" or greater A WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. 3W x Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. D(in) , D /50: D(ft):..= 12" 1/4" 1' 24" 1/2" 2' 36" 3/4" • 3' 48" 1" 4' 60" 1 -1/4" 5' 72" 1 -1/2" 6' 84" 1 -3/4" 7' 96" 2" 8' 108" 2" 9' L(In) L/200 L(ft) 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25:0' L(in)': L/200 L(ft) -. 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' Up to 24' Over 24' - 42' Over 42' - 54' Over 54' MINIMUM PITCHY- 3/12 3/12 3/12 TOP CHORD LATERAL BRACE SPACING(LBS) 8' 7' 6' TOP CHORD DIAGONAL BRACE SPACING (DBJ; [ # `trusses] SP /DF 17 10 6 SPF /HF 12 6 4 See a registered professional engineer DF - Douglas Fir -Larch HF - Hem -Fir MONO TRUSS Maximum Misplacement Truss Depth D(in) Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. PLUMB Continuous Top Chord Lateral Brace Required SP - Southern Pine SPF - Spruce- Pine -Fir Lesser of D /50 or 2" Plumb Line A WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. OUT -OF -PLUMB INSTALLATION TOLERANCES. WARNING: Do not cut trusses. INSTALLATION TOLERANCES, 1 T ±y� 1 T ±' /:' Frame 6 L(in) 12 —13 or greater t Lesser of L/200 or 2" Length L(in) f All lateral braces - - lapped at least 2 trusses. L(In) BOW OUT -OF -PLANE INSTALLATION TOLERANCES. Lesser of L/200 or 2" A DANGER: — Under no circumstances - -.should construction toads of any description he placed on unbraced trusses. ATTACHMENT DETAIL TOP 4 BOTTOM, TYP. END TRUSSES E GRADE F GRADE t ATTACIMENT DETAIL *2 TOP 4 BOTTOM, TYP. ID END TRUSSES 3'-0' 3' - 6' 3/4'0 SCH. 40 PIPE, TYP. 1' -6' it tYP. 3" -0' Q.UANTI 6'- 3/4'0 SCH. 40 — PIPE, TYP. / 1' -9' At TYP. 3' -6' 1' -0' ATTACHMENT DETAIL * 1 ATTACHMENT DETAIL * 1 Q.UANTI :..3 FA13eIG END TRUSS END TRUSS .1 N WA COL At Si Ws.) *SAD SIAM APJ ta4b9f0 Vie '4 b40) fl) Mr- GArk nu, toLss C JL 021011, 1"o 121%1;W ATION PAp X14-22 113 ASrm Fasol l c =.3►33 2 4 1 ,031 J 4 S ,01I.pJ3 v) = 1,13 I b&/pr. 31 4 8 4 , Utz svona.). G 6RMAJN A\Yµ CcMPANY 71Bo N.E 2 '" 4 .AvE. MI, MI , F1..33136 (3 751 -4963 scA a: N .T s. aH.OVEO •': COT OUR) TEAUC . 1 3C1/ KMV 644 4 /4 1.1cip CO04143 IO Nb HD A wns 3 U I � I�I1I J)'VJ1 trt art > WAU.. flu. p 01, W/ GA'J . FiUC1Z. Lanai. Ur. Pir5 Mt41. x.22, 2>' Pho -1 E� = tIGYL w So NJ 289 w - sf': MI�IMI SHORtS: - fsL - -- - - -- - A\Vi J I t.! G FRAME PLANS E NOTES 1. ALL PIPES To e3E A5 SGHEOULE 40 EALVp.r lzEp ASTM A Sol F = 35 KS (urIL,ESS dTNERWISi:1Romp), 2. A11 - fraaa 'oonneotions •b•ll b. fully_v.lded'and comply wit A.v.S. °cod.. TYP,) • CJs 4l 3. A11 welda•to'be.ground soot and •o1d:•vished :to reeovi!•aok. stains. 4. AIi atruotur.aiare in •ccordanop'•vi %b`th. following codes .'(latist' edition/ t •: South•Florida Code, ohapt ri ' - b. Standard.-Building Cod., obapfer'12 Pala Beach County i..nd..nts•tor rind loads. o. city of v. :_Pal. Beach ordi.nanc.= SOdifioatioa to - .taadard Building Cod., section 2281.3 (4) (d). 5. • Canvas. awnings shall be reaov.d vh.ti vltidn r.wah sasi.ua vAol. gale force or installed is such • manner that the fabric will release frogs the frame with • rind load of 15 lbs. /sq. it. 6. Frames- without covering vill sustain • 140 ai./hr. rinds. 7. PIED VER F.y ALL GIMGAJ5IONS r, log PfrBRICAT1oi4 4 CTION . 8. Frs.ep, :without v.r. designed • as ASCE - 7T88.` exp D. 9. All frs... - designed using t, tiostal - Analysis. Attaohaeots to Buildings node vitht 1. 3/8' lags in •3/8• expansion shields 2. 3/1! wedge &nohors (into concrete). 3 /8' (into wood). • 4. )laxiaua'spacing shall be 36• o /o. poMI ta RLPL7L0. PE. 1Nc P P A).Jo e P 8 33 2 7 8 4 - - 2 7 9 I D A vINE0 J. WAwwc MWU$ . — 1 BY DATE ; -t r• AZ ' : :::.: : i fir Olati ...- E I F. CI R a ....................W 1 : • , -._::.,:r::::. , .1 V • I . 11-,ECiitiiI.IP.AL i - I- ! RID 35 N C I 1i3I DG. OFFICIAL . <,41 " t 4, 5/ - I ----- i - i ---- I SUBJECT TO COMPIAANCE WITH ALL 1 Ert STATE AND COUNTY RULES 40 Ri:GUI.ATIONS. i i ORE S \.'11_1.AGE. ASS.IliAES i'IO RESPONSIBIUTIES FOR ACCURACY i Of OR 1. MOY TIii- PLANS. • • ' '")..7: WT-1 IHI souTH FulEi9A ;I:i1L CD .AS ADO?TED BY • :L...!''' .; ':ILI.ACE IS RiIIUIRE1). 1;-iL gCLRECT MER & Sia • ..,. .',..-:::;. ;•rF-:. C:IiA'KEI) wrni NE KNI)WitEDGF. Of ALL OUILOING • V, Errft.:R rik NOT SPECifICALLY INDICATED isERE. SHOR2 VLL GENERAL. NOTES I Tr 1c STRUCTURE tS DESIGNED AS PER THE SOUTH FLORIDA But' .INC CODE 1994 EDITION FOR DADE COUNTY_ ALSO FOR WIND LC AS AS PER ASCE 7 - 8 8 USING CORRESPONDING LOADS. 2 ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. A 4CHOR EIBEDUENT TO BASE MATERIAL SMALL 8E BEYOND WALL DRESSi C OR STUCCO. 3 ALL ROOS• NUTS AND WASHERS SHALL BE INC RATED CARBON STEEL. 4 AN .ORING OR LOADING CONDITIONS OTHER THAN THOSE SH01 N IN iHE•,E DFUILS ARE NOT PART OF THIS APPROVAL. ODOR 6' -6 NENTNI STS OF SECTORS 18 &C110NS 21 6' -9• SfC1>0SECTIONS " SECTIONS 21' 3 7 ' SECT15 r" - 7 ' 7' -9 somas 13 1 SECTIW 71 8 13 SEEMS 18 SECTS 21 8' - 8' -6 12 -5 Mors 18 3 SECTIONS 21 I l BOAT 16" 4 sEC11oNS 21 15 SIMM S 71 6 SWOTS 18 SECICTUS 18 BECKON 21' 4 SECTION 18 SECTIONS 21 3 SECTORS 1613 SECTIONS 21 SEVENS 13'16 SECTIONS 21' iI SEC101 IC 15 SECTIONS 21' TO -6 !6 swims r t0' -9' SWIMS 18 SECnW 21' 11• 15 scams 1812 SEC1tOI5 71 11 ' - r N sEC cas 1813 mmC110IS 21 11 -6 13 SEC106 18 - 14 SEC[10N5 21 ' 1 •-9 i2 =Toes 1815 %-06.1.9 71- 12' 11 axioms 15 - 15 SECTIONS 21 12' -3' 17 SECTIONS 71"1- SECTICNS Wu SECTS 21 12' -9' 15 SECn06 18'13 SECTIDNS 2•' 13• IA SEVENS 1814 SECT (S 21 '3 -r 13 stlloss Iris =Tams 21 13' - 6 - — sEciu.s 15' Is swims 21 13'-9 1 SWIM 11 N SECINMS 21 SE14' SECTIONS 21- socncees 21 � R>ae5'8 3 14 -6- SE371CS6 181 Straws 71 la SEQ1dK 15 - 15 SCOW: •1 is SEtTCNS 19 SECTIONS 21 15 - SECTIOMS 1C 7 SECTIONS 21 t 5' -6' 1 $CT IL 13 SECTIONS 21 =Toes 21 - ■- 1E' . QQ06 13 =mars 21 0 14 X 1/2" SMS r 4 PER HINGE STEEL TRACK BRACKET FASTTNED 10 W000 JAMB W M-I - ONE 5/15" X 1 -5%8 iiw SCREW SOUTHERN PINE 055 SG 13 Gk STEEL TRACK BRACKETS SEE SHEET 2 FOR SPACING OPilE3NAL STOP MOULDING BY DOOR INSTALLE•R s •• 4 14 GA. GALV- STEEL TRACK r•rrr.� - 7f1 TOMS DI ATM — ∎� . W/ 1/4 -20 X 5/8 T.USS H0. _..Nyj SLOTTED M.S. & LOCK NUT L// OUTSIDE HANDLE CENTER STILE OUTSIDE KEYED LOCK LOGE PM LOCKING SHOWN 7/16' PUSHNUT neTAU D OM ROLLER SMART LOCK BAR GuIDES INSTALLED ON END STILE LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOUH 7 X 7 GALV. AIRCRAFT TYPE CABLE & NICO - PRESS SLEEVE W/ MIN 5 TO 1 SAFETY FACTOR 14 GA. GALV. STE_t END ROLLER HINGE W/ (4) # 14 \ 1/2 sus LOCK 2/ DOOR 1/2 X 1 -3/4" X 1/16 VERT. ALUM TUBE — GLUED TO PANEL AND SECURED TO END STILE WITH 3/16" POP RIVETS 0 12 0.C. 1 -7/8 X 2 -5/8 x 18 GA. STEEL CENTER STILE 14 GA GA1 4. STEEL) CENTER HINGE SECTION a —B 14 X 5/8 S.M.S. r 2 HINGE _ Lj ROLLER 'UN:; : —I GA. '; EEL SPRING LOADED SLIDE BOLT 1 )CK (BOTH SIDES) FASTENED w; (4) # to ' 5/1 S.M.S 5/8 MIN. LOCK ENGAGEIIt: CONFORMS TO SFBC 3603.2 REGAP.DINS ;AR.•.;E 000RS ?:)P, RIVETS 8 3/4" x 2 X 18 CA. STEEL END STILE. _ Lrv TE R 5 7. L E. OPTIONAL VENT MAXI OPENING AREA • 0 S IN. MAT:. DOOR WIDTH INSIDE ELEVATION TEASED PANEL EMBOSSED DOOR L. 5/16 HILT' SLEEVE ANCHORS OR EOUAL 1-1/2 MIN. EMBED INTO MASONRY 1 PER BRACKET Enqr: OR. IUM6.YOUN- FAR000 ST R f , JR5 • FLA. PEl 1 ] 16557 DAB DOOR MODEL 824 MAX. SIZE 9' - WIDE X 15 HIGH DESIGN PRESSURE RATING - + 53.0 PSF - 60.0 PSF T HIS DRAWING IS PROPERTY OF DAB DOORS INC. COPYRiGHT 1998. TRADEMARK PROTECTED CO NOT REPRODUCE WITHOUT WRITTEN CONSENT, PATENT PENDING k??RG ED PS CC F.11NV D•- SO'Jim FL IDA EU•LDIRG 800E DKr ‘.. - v • 0 c 1 ) • - PRODUCT CN1R OL DIY: 0!1 . ,c • UILDIit 80 CG" r0 S- 0 CE OFFICE • -nt tr 9 - � QV _��1. t no. �--� • � ACG1� iA6� 118 � 1 2 l 1 11 1 1 111 t- Y \ r 1 i' 1 ._ i e li ll l L � . N GENERAL. NOTES I Tr 1c STRUCTURE tS DESIGNED AS PER THE SOUTH FLORIDA But' .INC CODE 1994 EDITION FOR DADE COUNTY_ ALSO FOR WIND LC AS AS PER ASCE 7 - 8 8 USING CORRESPONDING LOADS. 2 ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. A 4CHOR EIBEDUENT TO BASE MATERIAL SMALL 8E BEYOND WALL DRESSi C OR STUCCO. 3 ALL ROOS• NUTS AND WASHERS SHALL BE INC RATED CARBON STEEL. 4 AN .ORING OR LOADING CONDITIONS OTHER THAN THOSE SH01 N IN iHE•,E DFUILS ARE NOT PART OF THIS APPROVAL. ODOR 6' -6 NENTNI STS OF SECTORS 18 &C110NS 21 6' -9• SfC1>0SECTIONS " SECTIONS 21' 3 7 ' SECT15 r" - 7 ' 7' -9 somas 13 1 SECTIW 71 8 13 SEEMS 18 SECTS 21 8' - 8' -6 12 -5 Mors 18 3 SECTIONS 21 I l BOAT 16" 4 sEC11oNS 21 15 SIMM S 71 6 SWOTS 18 SECICTUS 18 BECKON 21' 4 SECTION 18 SECTIONS 21 3 SECTORS 1613 SECTIONS 21 SEVENS 13'16 SECTIONS 21' iI SEC101 IC 15 SECTIONS 21' TO -6 !6 swims r t0' -9' SWIMS 18 SECnW 21' 11• 15 scams 1812 SEC1tOI5 71 11 ' - r N sEC cas 1813 mmC110IS 21 11 -6 13 SEC106 18 - 14 SEC[10N5 21 ' 1 •-9 i2 =Toes 1815 %-06.1.9 71- 12' 11 axioms 15 - 15 SECTIONS 21 12' -3' 17 SECTIONS 71"1- SECTICNS Wu SECTS 21 12' -9' 15 SECn06 18'13 SECTIDNS 2•' 13• IA SEVENS 1814 SECT (S 21 '3 -r 13 stlloss Iris =Tams 21 13' - 6 - — sEciu.s 15' Is swims 21 13'-9 1 SWIM 11 N SECINMS 21 SE14' SECTIONS 21- socncees 21 � R>ae5'8 3 14 -6- SE371CS6 181 Straws 71 la SEQ1dK 15 - 15 SCOW: •1 is SEtTCNS 19 SECTIONS 21 15 - SECTIOMS 1C 7 SECTIONS 21 t 5' -6' 1 $CT IL 13 SECTIONS 21 =Toes 21 - ■- 1E' . QQ06 13 =mars 21 0 14 X 1/2" SMS r 4 PER HINGE STEEL TRACK BRACKET FASTTNED 10 W000 JAMB W M-I - ONE 5/15" X 1 -5%8 iiw SCREW SOUTHERN PINE 055 SG 13 Gk STEEL TRACK BRACKETS SEE SHEET 2 FOR SPACING OPilE3NAL STOP MOULDING BY DOOR INSTALLE•R s •• 4 14 GA. GALV- STEEL TRACK r•rrr.� - 7f1 TOMS DI ATM — ∎� . W/ 1/4 -20 X 5/8 T.USS H0. _..Nyj SLOTTED M.S. & LOCK NUT L// OUTSIDE HANDLE CENTER STILE OUTSIDE KEYED LOCK LOGE PM LOCKING SHOWN 7/16' PUSHNUT neTAU D OM ROLLER SMART LOCK BAR GuIDES INSTALLED ON END STILE LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOUH 7 X 7 GALV. AIRCRAFT TYPE CABLE & NICO - PRESS SLEEVE W/ MIN 5 TO 1 SAFETY FACTOR 14 GA. GALV. STE_t END ROLLER HINGE W/ (4) # 14 \ 1/2 sus LOCK 2/ DOOR 1/2 X 1 -3/4" X 1/16 VERT. ALUM TUBE — GLUED TO PANEL AND SECURED TO END STILE WITH 3/16" POP RIVETS 0 12 0.C. 1 -7/8 X 2 -5/8 x 18 GA. STEEL CENTER STILE 14 GA GA1 4. STEEL) CENTER HINGE SECTION a —B 14 X 5/8 S.M.S. r 2 HINGE _ Lj ROLLER 'UN:; : —I GA. '; EEL SPRING LOADED SLIDE BOLT 1 )CK (BOTH SIDES) FASTENED w; (4) # to ' 5/1 S.M.S 5/8 MIN. LOCK ENGAGEIIt: CONFORMS TO SFBC 3603.2 REGAP.DINS ;AR.•.;E 000RS ?:)P, RIVETS 8 3/4" x 2 X 18 CA. STEEL END STILE. _ Lrv TE R 5 7. L E. OPTIONAL VENT MAXI OPENING AREA • 0 S IN. MAT:. DOOR WIDTH INSIDE ELEVATION TEASED PANEL EMBOSSED DOOR L. 5/16 HILT' SLEEVE ANCHORS OR EOUAL 1-1/2 MIN. EMBED INTO MASONRY 1 PER BRACKET Enqr: OR. IUM6.YOUN- FAR000 ST R f , JR5 • FLA. PEl 1 ] 16557 DAB DOOR MODEL 824 MAX. SIZE 9' - WIDE X 15 HIGH DESIGN PRESSURE RATING - + 53.0 PSF - 60.0 PSF T HIS DRAWING IS PROPERTY OF DAB DOORS INC. COPYRiGHT 1998. TRADEMARK PROTECTED CO NOT REPRODUCE WITHOUT WRITTEN CONSENT, PATENT PENDING k??RG ED PS CC F.11NV D•- SO'Jim FL IDA EU•LDIRG 800E DKr ‘.. - v • 0 c 1 ) • - PRODUCT CN1R OL DIY: 0!1 . ,c • UILDIit 80 CG" r0 S- 0 CE OFFICE • -nt tr 9 - � QV _��1. t no. �--� • � ACG1� iA6� 118 � 1 2 l f HORIZONTAL REINFORCEMENT 1 /2" x 1 -3/4" x 1/16" ALUM TUBE GLUED 10 PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RIVETS HORIZONTAL REINFORCEMENT 1/2" X 1 -3/4" X 1/16" ALUM TUBE CUT TO MISS RIB GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RIVETS 21" PANEL 2" SECTION A -A POP RIVETS 14 GA. GALV. STEEL ADJUSTABLE SLIDE FASTENED TO BRACKET w/ 5/16 -18 x 3/4" HEX HEAD u CCRFWC R. NUTS 1Z GA. GALV. STEEL T0= ROLLER BRACKET (DOUBLE) FASTENED w/ (6) fi 14 X 5/8" S.M.S 18 GA. X 2 -1/4" X 2" GALV. STEEL U.BAR REINFORCING TRUSS 0 CENTER OF TOP SECTION TRUSS FASTENED 10 ALL VERTICAL STILES w, IWO K 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. DENSITY - 1.07 PCF N.O.A. # 98- 0409.04 14 GA. GALV. STEEL ROLLER HINGES FASTENED w/ (4) # 14 X 5/8" SMS MIN. 24 CA ROLL FORMED STEEL PANEL DRAWING OUALITY 0 -40 MIN. YIELD STRENGTH a 34 KSI WITH PRIMER AND BAKED -ON POLYSTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL 12 GA. GALV. STEEL BOTTOM BRACKET FASTENED W/ (4) 1 14 x 5/8" SUS BOTTOM SEAL .U.19 ALUM ✓L: I E" • • WITH (2) 1/8 x 1" S.M.S. AND RUBBER WEATHERSTRIPPING FLAPS BENT OVER PANEL 1/2" PUNCHED HOLES ® 4" 0.C. 18 CA. X 2 - 1/4" X 2" GALV. STEEL u.BAR REINFORCING TRUSS 0 BOTTOM OF BOTTOM SECTION TRUSS FASTENED TO ALL VERTICAL STILES W/ Two # 14 X 5/8" S.M.S. HEIGHT 1ST 2ND I3RC 14TH 15TH 6 -0 18" 18 11:118" N/A 1 9" 121 " N/A 21 N/A 18 .. 11$ .. 13 - T118" 21 • - SECTIONS ARE NUMBERED STARTING AT FOR DOORS MORE THAN 8 FT. HIGH USE 6' -6" 7 ' -0 7 - 6" 3 -0 21" 21" 18" 21" 18" 21 .' 18 18" 5/16" X 1 -5/8 LAG SCREWS INTO WOOD OR 5/16" SLEEVE ANCHCRS WITH 1 -1 /4" EMBED INTO MASONRY 3 PER BRACKET 24 GA. STEEL PANEL DOOR • SECTION HEIGHTS END STILE I VnErna '.mwury I., rnvrcn. i jr V^0 uRIRCi OM.. COPYRIGHT 1998. TRADEMARK PROTECTEC DO NOT REPRODUCE WITHOUT WRITTEN CONSENT. PATENT PENDING 81 82 1" 11 -3/4 BRACKET PLACEMENTS 83 84 23" j4" 18" 1" 1 .• 1 1 1 1-3/4" 1 1 - 3/4" 11 1 1 - 3/4" 23" 23" 23" 23" 34 j4 " 34 34" 45" 45" 45 " 56" 56" 56" 2-1/2" -- 1 /2" x 4-1/4" x 13 GA. STEEL PLATES WELDED TO 1 -1 /2" X 1 1 /2" X 14 GA. ANGLE Z «- U = W Co = W _ 0 Z ix o o. o 0 THE BOTTOM ADDITIONAL TOP BRACKETS AT m 10" 0.C. TRACK CONFIGURATION • 85 86 87 4 5" 56" 6 61" 57" 6:'" 45" 56" 67" CAST ALUM. CABLE DRUM 88 78 -1 /4" 78 78 -1/4" ORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12" 14 GA. GALV. STEEL TRACK PREPARATION OF JAMBS BY OTHERS 2" X 3 x 12 GA. TRACK BRACKETS 2 -3/16' HIGH CONNECTED TO TRACK WITH ONE 1/4" BOLTS & NUTS. Engr: D?. LIF - STRUCT IIU r ESi , . i t FLJI. PE. $° t5S57•) • • -+ :t '1111(;• - . 't HORtZ. TRACK SUPPORT WOOD FRAME BUILDINGS STUD WALLS OR DOOR OPENING SHALL BE =RAMED SOLID BY NOT LESS THAN (3) 2X4 PRESSURE TREATED GRADE 2 OR BETTER WOOD 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 WOOD JAMBS WHICH SHALL BE ANCHORED 10 GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN W/ 1/4" TAPCONS WITH 1 - 3/4" EMBED AND A SPACING OF 10" 0.C. OR 3/8" DIA. HILT! SLEEVE ANCHORS, 1 - 3/4" MIN. EMBED AND A SPACING OF 12" 0.C. THE BLOCK WALL CELLS SHALL BE GROUT FILLED AND REINFORCED WITH FOUR 19 5 BARS EXTENDING INTO FOOTING AND INTO TIE BEAMS. ALL BARS SHALL BE CONTINUOUS FROM TIE BEAMS TO FOOTING. AP PROVE) iS COMPLYING WITH THI: SOUTH Flt BUILDING CODE G(' DATC DGAo�•�i ' - 19 `D ■ BY PRODUCT CONTROL DIV!S:ON " "G CODE COMPLiANCE 0FFiC( co 0 O • 0 X W 0 2 a rn c 0 v c 0 a v 0 0 0 c drawing no.. 98 -01 1 (sheet 2 of 2