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490 NE 101 St (9)PAGE OF 1015' 52.65'0•1X9 1242' =; P. 3/4 N'o to MM SCALE 1 e 1 1/2' 010 10. LOT -2 BLOCK -90 F.I.P. T/2' ND GD. N. E. '(0^ ST. 20' PAVD.IE 1T 75' TOTAL R/W 1 } T6. ONE STORY RESMENCZ # 490 13.£0' 10.28' 9.65' A/C o J N N 1 17.35' o col 3` 52.53' oln N SLO' ASF1fALT ROAD 15 ALLEY 3.00 T2_29' x.11' i/2' 140 LU_ ° 1 30.00' 1 E .P. 1/1• NO 1A INVOICE X 0.1- 21/73 PROPERTY ADDRESS: 490 NP 707 STt err, MIAMI SHORES, FL 33139 L `E: AL DESCRIPTION :: LOT 1, FLOCK 90 OF `AMENDED PLAT OP MIAMI SPORES SECTION 4" ACCORD/NC TO TM' PLAT THERAOp AS RECORDED IN PLAT BOOK 75, PACE 14 OF THE PUIIIdC R ECORDS OF DADE COUNTY, FLORIDA. CER77FIC117YOINS: MARK BLOOM FASSETT, ANTHONY & TAYLOR, P.A. PWELSTY NATIONAL TITLE 7NSORANCE COMPANY WAC}IOYIA BANK, IT'S SUCCESSORS AND/OR ASSIGNS FLOOD ZONEINFY): COMMUNITY A 720642 PANEL &SUFFIX 00903 FLOOD ZONE X N/A DATE OF FIRM 3/2/94 REVISION SCHE0111£: L TIVESr 1 FL: NIA GARAGE EL- NIA katgl '© H21 SURVEYORS f ROFSt Q at • _ E RiANDIMAPPE PNaNE: (954) 777-4747 • FAX (9 777- 596) W. CP.KLARD PK. Elva • SurrE 108 • LAuccriatu.. FL 33313 11 -. -; Doom" fR+e i.le -;, — O-4— Mammy Mon RPM Lac --44L Coordrislatimince Sa& AgESAFAMID IS: AL - MCIBe91N -OBVIO Law CF - C. cFRON Falb WNW* CFI - CAC Fatal %cow INFO DB - DOW BOON DE - 0nn0n E 6INVEIR DANE -roman RYNfNNRP Eastman A -Crmut Aare EASE - EASFeum F.F. • Ferraro Ream END -Fails PAL - Rm4o4 Pen P. Lan ' License Number 6677 L - LEON M -M6UtP ' DIG - OKtrodau PPM CAB • Orr>dm FheSams erloe P • Pan PC - Pens OF (,'lehmmnF PCC - Rawl> CRWO.w PCP - Pro ulerrOanacr. Pore RK - Pumas Kamm Nm. � - PmarEnl Las: ROB • Pow OF Broseema POC - AMMO COMVPIIMMEr" PRC • %err Or REVERE Cs.TmNR PT - Prep °, Twnnsv RAP - RRNT OP Pee RP -Rum/ Peary ERR - BOe,lr3►e Bea Tam UE -Marry EA>lsorn WeC - Bloom COWER YAM. - Wasp Mora 5URY R ERTIFI-A I HEREBY OCRTIFY THAT THIS 8001"40Y SURVEY MEETS THE IAIMMUIR TECHNICAL STANDARDe FOR SURYEYB, AS BET FORM BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS IN CHAPTER 61•5178 OF - THE FLORIDA ADMINISTRATIVE CODE, PURSUANT TD SECTION 47?127, FLORIDA STATUTES. BEARINGS, IF BROWN, ARE BASED UPON ASSU11ED MERIDIAN AND REFERENCE ON sraNPD: �. -_ 0ATI' WIIINm MTMnep cart; Profrssl0nel Sul unyor & MnppOr Merida geghlrrllon No, 5092 feet valid without rho ,IgnNNre epa erIgInuI seal of Tho Florida tunnnood Surveyor and Mapper sheen abava) 1_ THIS SURVEY'S BASED UPON RECORDED INFORMATION AS PROVIDED SY CLEM. NO SPECIFIC SEARCH OFTHE PUBIC RECDRSJ HAS PEEN MADE BY THIS OFFICE. 2 UNDERGROUND IMPRCNEMPNTS HAVE NOT BEEN LOCATED EXCEPT AS SPECIRG0.LLY 51401YN. 3. ELEVATIONS ARE SASEO UPON NATIONAL GEODETIC L4!'N ICA1 CATUPA 1669 SN.O.Y.D. 19191. 4. FENCE TIES ARE NCR CENTERLINE OF FF_NOE. S. IN SOME CASES, GRAM.= REPRESENTAT10N5 HAVE BEEN E7fAC+GERATRD TO PADRE CLEARLY ILLUSTRATE ILVASURED RELKIONSHIPS-DIMENSIONS SHAM HAVE PRECEDENCE OYER SCALED POSITIONS. G ALL DIMENI➢!ONLS SHOWN APE FIELD MEASURED AND CORRESPOND TO RECORD tNFORMADDN UNLESS SPECIElCALI Y KOTED OTHERWISE- - 7_ GATE OF ORIGINAL FIELD R ORK (fi � S C1 :.52.85' {M)(R) PHDNE: (954) 777 -4747 • Fax (9 777-9' 5969 W. OAKLAND PK. 8LVt1 • SURE 109 • LOUDER LL, FL 33373 PAGE OP N. E. 'f o S T. 20• PAI1astiT 75 TOTAL R/11 t t SCALE LOT-2 BLOCK -90 POUND NAIL NO L0. 16 -40' ONE STORY l2ES ENCE if 490 10.28' 9.65' Alt O 1— r— N N 1 17.35' ' T ] 52 537i F.I.P. 7/2' ND I_D"�' 9LD A9'•FALT ROAD 15 AL1EY 3.') 12.29' FA". 117' NO P.D. J 3/r IO lA 3acci 1 1 FA?. 1/2' + NO in 1 IL c J � 1 30.00' I /NvOJCE X 49 PROPERTYADDRESS: 490 NE I 01 rr STREET, MIAMI SRO RES, FL., 33139 LEGAL, DESCRIPTION :: )OT 1, BLOCK 90 OT "AMENDED PLAT OP MIAMI SHORES SECTION 4" ACCORD /NG TO THE PLAT THERD0r, AS RECORDED IN PLAT BOCK 15, PACE 14 OP THE PUDUC R WORDS OF DADE COUNTY, FLORIDA. CER77F1C47PONS- MARK BLOOM FASSETT, ANTIiONY & TAYLOR, AA. FmDELTTY NATIONAL ri I t INSURANCE COMPANY WACFfOVIA RANK. IT`S SUCCESSORS AND/OR ASSICNS FLOOD ZONE INF*: COMMUNITY at 320653 PANEL & STIFF3X 00903 FLOOD TONE X NIA DATE OF FIRM 3/2194 LOWEST FINISH FL: N/A GARAGE EL- NIA REVISION SCHECUIE' LEO-CND: Devmea fL1DF LuIE mars wow Mews LINE rams EUWInoN 9nt ABAREINALICGIS: AL - ric L'ns,I1 - Cw■131 lwr CF - CyDFeey Fa.m.ne AFE C R - Cue FRola Rexcu, Boo DB -DwD Book DE - Owwuae Emmy/PR DAZE - 7ANAAaE Mtornse es Eastman A - CTATAA ANa' EASE - EMDRNr P.F. • Lr`sre Roes END - Feu A RPL - FtO PbwEA 14 Ups - LE0AL NC - Ovnadw Poem CHAP Dry . , Oruu Igoe Roos A • Puy PC - PANTO* OPMnuee PCC - Pour°.Oewaw P C P - PFwlalnyr Odmv. Po n* PIC - RureP1KAKINAHc @ - Pes9rwLAr' POE • NNW OF Baaroa FOC - P MIR Or CaJOBCTUno PRC • Pow Of RI!W,*C r•sews PT - Pear. C6 TunolcY RAN - Noway Kw RP -Roue Paler S9R - Sc4 Bed Rawl UE - War, EAsNTAA WC • WAklse Oswalt 1btA - %Mom MTIn aS: L THIS SURVEY IS RASED UPON RECORDEDINFOR►VITION AS PROVIDED BY COWL NO SPECFIC SEARCH OF THE PUBIIC RECOIRD HASfE:E7 MADE BP THIS OFFICE. 2. UNOERGRDUND IMPPAPEMENIS HAVE NCR BEEN LOCATED EXC€PT AS SPECIFICAU.Y SHOWN. 3. ELEVRT 1NS ARE BASED UPON NATIONAL OEODETIC VORTICAL DATUM 11S11 (1.O,VD.1929). 4. FENCE TES ARE SCR CENTERLINE OF FENOE. S. IN SOME CASES O RAPIAC REPRESENTATIONS HAVE BEEN EXAGGERATED TO MERE CLEARLY ILlt 1TLATE t.FASURED RELATIONSHIPS- DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED PCSRCONS. S. ALL DIMEN};c014S SAitWN ARE FIELD MEASURED AND CORRESPOND TO RECORD INFOR!AAf1RV UM_ESB 9PEOF1CALIY NOTED OTHERWISE 7 ODE OF ORDINAL FIELD WORK (p119 rt 0 SU1WOOR 9 CERTIFICATION: I HEREDYCORM) , THAT Tres F SURVEY MEETS PIE MINIMUM TECHNICAL STANDARDS FM SURVEYS, AS SET FORTH BY THE FLORIDA BOARO OP SURVEYDRS AND MAPPERS IN CHAPTER SIG178 DF THE FLORIDA ADMINISTRATIVE DDOE, POREUANT TO SECTION 47. D77,FLORIDA STPTUTES. - - BEARINGS, IF SHOWN, ARE BASED UPON AN ASSUMED MERIDIAN AND REFERENCE ON sKtNFD: _ _ .— OATE_ W Illlam MCdr'et Garr. Protrsslonal Sul unyor IF RADA*. Frodea q'g1o1n1I0 l No- SD92 (net valid WllheUtIh elgnNUM and arlptnAI M01 o1 the Flerldo Llennaed Surveyor MA Mapper Hmn+r 'boys) /.7,0)4 s• cee,S -t6h6 • / /r „ s . 0...1•■•■••* A „ I 0 , - r / • q • 4 ' 6 1' Jr7 TT I I I Mb • • • • • • NI • • 1 • • 1 • • • 1 X 4 .4. D, ) 72 G fl 196 e / 1 te."RD A .A r"•. dis / FLOOR :,13} . 1 I — # , i : s /40' io, - - 464 41,zy ii ::e: ."-- A 4..---------. /1VE ` 6 e. Owir . ( 7 As_ t.—.. AREA OF PROPOSED RENOVATION 0 • x,10 - 32 " 22' ASPHALT PAVING N.E. 101 ST 75' TOTAL RIGHT-OF-WAY ` 0 0 , 0 0.) 10 ' -2" 4 5' CONCRETE SIDEWALK 20' ASPHALT PAVING EXISTING ONE STORY RESIDENCE 52.53' 15' ALLEY SITE PLAN Scale : 1/8" = 1-0" 12 12' -32" NORTH 5 90 0 0 0� • k 0 0 t J -J L1 z U 0 J z 0 U i Scale : 3/4" = 1' -0" EXISTING BEAM CEILING AND FINISHES #5 DOWEL EPDXIED MIN. 4" INTO EXISTING BEAM. /ii/ FINISHES TO MATCH EXISTING #5 N GROUT FILLED CELL (SEE PLAN) FILL D C LL SECTION ASCE 7 -98 & 7 -02 WIND SPEED WIND SPEED = 146 MPH EXPOSURE CATEGORY = C BLDG. CLASSIFICATION CATEGORY = II IMPORTANCE FACTOR = 1.0 INTERNAL PRESSURE COEFFICIENT = +/- 0.18 II k „wow i It jI�,�h I I ' I I I° /I1�c, /01 4 1 I 4 REMOVE EXISTING WINDOW INCLUDING ALL FRAMING BUCKS AND HARDWARE AND CUT OPENING TO FIN. FLOOR. INSTALL NEW SLIDING GLASS DOOR. (SEE DETAILS ABOVE FOR NEW ATTACHMENTS) FILLED CELL EACH SIDE OF DOOR w/ (1) #5 REBAR AND #5 DOWEL EPDXIED MIN. 4" INTO TIE BEAM AND FOOTING - SEE SECTION. IF CONCRETE TIE COLUMNS OR FILLED CELLS ALREADY EXIST ON EACH SIDE OF OPENING THAN ATTACH NEW DOOR TO THEM AS SHOWN IN DOOR BUCK DETAIL ABOVE. EXISTING DOOR TO BE REMOVED AND FILL WALL OPENING w /8" CONCRETE BLOCK w /HORIZONTAL REINFORCING EVERY 2nd BLOCK COURSE (#8 LADDER TYPE). PROVIDE #5 REBAR IN FILLED CELL AND A #5 DOWEL EPDXIED MIN. 4" INTO EXISTING TIE BEAM /LINTEL AND FOOTING AT CENTER OF INFILL WALL . FASTEN SIDES OF INFILL WALL WITH DOVE TAIL ANCHORS ATTACHED WITH (2) i6 TAP -CONS EA. SPACED @ 24" OC. 0 6080 SLIDE 11 1 11 D ___ MIIIIIIOMIFI M — ;MP 4/ /R -E • m 1 7'-6" :001r.1110.11.ae i .ureillnk i m01111P e•10h1MI.....IMII 1 1/ COMM. NO. EE TITLE DATE 04/12/06 SHEET NUMBER A -1 PROJECT 1 l ;A9V s AF2TH A_ F MET DRAWN BY RAA CHECKED HY AF N 0 0 (n z Id 0 0 W 0 0 0 0 z 0 L STRUCTURAL MEMBERS DESIGNED BY A SPECIALTY ENGINEER SHALL BE DESIGNED IN ACCORDANCE WITH ASCE 7 -98 USING THE ABOVE PARAMETERS. MASONRY 1. STANDARDS: All concrete masonry shall conform to ACI standards: 2. MASONRY UNITS: All concrete masonry units shall conform to ASTM C90 "Standard Specifications For Hollow Load Bearing Concrete Masonary Units 8 "x16 "x8 ", Fm = 1,500 psi 3. MORTAR: Use Type M or S Mortar (Type S Below Grade) Conforming to ASTM C270, Type M, Fm = 2,500 psi. 4. MASONRY ASSEMBLIES: The net area compressive strength of masonry assemblies shall be fm = 1,500 psi. CONCRETE 1. All concrete shall be minimum strenght of 2500 psi #3 NOSING (TYP.) t ti 1#5 VERT. @ 36' XC /C HOOK TO FTG - 8" M IN. ADD NEW STOOP TO MATCH EXISTING STOOP HEIGHT AND WIDTH. LENGTH TO BE AS SHOWN. ADD NEW RAILING TO MATCH EXISTING RAILING Scale : 1/4" = 1' -0" EXISTING CBS WALL #5 DOWEL EPDXIED MIN. 4" INTO EXISTING / FOUNDATION. TILE SLAB AND STEPS EXISTING FOUNDATION AND FLOORING TO MATCH EXISTING ADD NEW STOOP TO MATCH EXISTING STOOP HEIGHT AND WIDTH. LENGTH TO BE AS SHOWN. PLAN z co 2 Scale : 1/4" = 1' -0" 4' CONCRETE PAD REINF #3 @ 12" EA. WAY TYP. © MID DEPTH 2 -w x _ 10" EXISTING DOOR TO BE REMOVED AND BLOCK WALL OPENING. FINISHES TO MATCH EXISTING ELEVATION NORTH 12 "X24" CONT FOOTING I W /3#5 CONT. �I _ -I 10 #3 @12' EA. WAY TYP. @ MID DEPTH ROOF DESIGN LOADS ROOF LIVE LOAD = 30 PSF STRUCTURAL SYSTEM DEAD LOAD = 25 PSF SUPERIMPOSED DEAD LOAD = 6 PSF DESIGN PRESSURES INTERIOR WALL ZONE 4 (LEEWARD) = -46 PSF EDGE WALL ZONE 5 (LEEWARD) = -54 PSF INTERIOR & EDGE WALL ZONES 4 & 5 (WINDWARD) = +44 PSF WALL EDGE ZONE WIDTH = 6' NOTE: CRAWL SPACE WINDOW WILL NEED TO BE RELOCATED IF THE NEW STOOP INTERFEARS WITH IT. 4' CONCRETE PAD REINF #3 @ 12 C/C HOOK TO THICKENED EDGE 8 "X8" THICKENED EDGE OVER 8' CMU W/ 2#4 CONT 5/8" STUCCO (PAINT) MATCH EXISTING 8" CMU 1#5 VERT. @ 36" XC /C HOOK TO F'G. - I I - I I I I CLEAN, WELL COMPACTED FILL I 1 HORIZ. REINFORCING REQ'D. EVERY 2nd CONC. BLOCK COURSE (No. 8 TRUSS TYPE) NEW STOOP SECTION /DETAILS EXISTING RAILING TO BE REMOVED (DASHED PIECE ONLY) ADD NEW RAILING TO MATCH EXISTING RAILING #3 @ 12" EA. WAY TYP. © MID DEPTH 6" MINI 1 FCMEWMI MAY 05 ?_10 BY: - - - - -- I Iii 1I1 111 II CLEAN, WELL COMPACTED FILL 1 I-_. . I I P.T. FURRING AND DRYWALL -- TO MATCH EXISTING 11 I - 12 "X24" CONT. FOOTING W/ 3#5 CONT. I I - -1 1I- SECURE DOOR TO FLOOR W /2" LONG 1/4 "DIA. TAP -CONS STUCCO ON CONC BLOCK CAULKING EPDXY GROUT EXISTING CBS WALL 3/8" DIA X 3" ALUM. STUD TOP OF SLAB #4 DOWELS ( 12" C/C EMBED 5" MIN. & EP GROUT INTO EXIST. MASONRY OR CONCRETE MONOLITHIC SLAB & STEM FOOTING EXISTING FLOOR AND FOOTER LEGAL DESCRIPTION LOT 1, BLOCK 90 OF "AMENDED PLAT OF MIAMI SHORES SECTION 4" , ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 15, AT PAGE 14, OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. FLORIDA BUILDING CODE 2004 SINGLE FAMILY RESIDENCE TYPE V UNPRO. R -3 OCCUPANCY CLASSIFICATION ONE STORY IN HIEGHT NOTES 1. FLOOD ZONE - X 2. BASE - N/A NOTE: ALL EXISTING CONDITIONS MUST BE VERIFIED IN THE FIELD AND ANY DISSIMILARITY IN PLANS SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. ALL REINFORCED UNIT MASONRY DESIGN COMPLIES WITH PROVISIONS AND COMMENTARY OF ACI 530 -95 /ASCE 5-95. USE ONLY MIAMI - DADE COUNTY APPROVED TAP -CONS SECURE DOOR TO BEAM W/ 2" LONG 1/4" DIA. TAP -CONS @ 18" C/C OR AS NOTED ON PRODUCT APPROVALS (SEE NOTES ON PLAN SITE ADDRESS 490 NE 101st STREET MIAMI SHORES, FLORIDA, 33136. EXISTING LINTEL OR BEAM STOOP FOUNDATION l NORTH PATCH STUCC TO MATCH EXISTING CAULKING GROUT 1/4" MAX SECURE DOOR JAMB THRU WOOD BUCK INTO CONCRETE W/ 3" LONG 1/4" DIA. TAP -CONS @ 18" C/C OR AS NOTED ON PRODUCT APPROVALS : # 4......d, 4:‘: A VP P.T. FURRING AND DRYWALL CONTINUOUS P.T. WOOD BUCK PER TO MATCH EXISTING PRODUCT APPROVAL REQUIREMENTS SLIDING GLASS DOOR BUCK DETAILS SCALE: 3/4 " -1' -0' n n .r 0 O m o a CC (NI cr) < . N— O (/) _o O 0 Ce W CL J0 Z " m FRINET D=SIGN ASS C A RCHI TECT'S/PLANNERS/DESIGNERS/PA 108 N.W. FOURTH STREET, FT. LAUDERDALE, FL 33301 (954) - 522 - 0021 LIC.# AA000195 rn w o z AREA OF PROPOSED RENOVATION • 22' ASPHALT F'AVING _ 10' -2" f ir N.E. 101 ST 75' TOTAL RIGHT -OF -WAY 20' ASPHALT FAVI NG 5' CONCRETE SIDEWALK 15' ALLEY 604 52.53' EXISTING ONE STORY RESIDENCE 12'5" 12 ' -32" 00 0 0 0 , � Oz • SITE PLAN Scale : 1/8" = 1-0" 0 tri NORTH ASCE 7 -98 & 7 -02 WIND SPEED WIND SPEED = 140 MPH EXPOSURE CATEGORY = C BLDG. CLASSIFICATION CATEGORY = II IMPORTANCE FACTOR = 1.0 INTERNAL PRESSURE COEFFICIENT = +/- 0.18 ALL STRUCTURAL MEMBERS DESIGNED BY A SPECIALTY ENGINEER SHALL BE DESIGNED IN ACCORDANCE WITH ASCE 7 -98 USING THE ABOVE PARAMETERS. MASONRY 1. STANDARDS: All concrete masonry shall conform to ACI standards: 2. MASONRY UNITS: All concrete masonry units shall conform to ASTM C90 "Standard Specifications For Hollow Load Bearing Concrete Masonary Units 8 "x16 "x8 ", Fm = 1,500 psi 3. MORTAR: Use Type M or S Mortar (Type S Below Grade) Conforming to ASTM C270, Type M, Fm = 2,500 psi. 4. MASONRY ASSEMBLIES: The net area compressive strength of masonry assemblies shall be fm = 1,500 psi. CONCRETE 1. All concrete shall be minimum strenght of 2500 psi #3 NOSING (TYP.) N 1#5 VERT. @ 36" XC /C HOOK TO FTG. 8" M ADD NEW RAILING TO MATCH EXISTING RAILING N. EXISTING DOOR TO BE REMOVED AND BLOCK WALL OPENING. FINISHES TO MATCH EXISTING ADD NEW STOOP TO MATCH EXISTING STOOP HEIGHT AND WIDTH. LENGTH TO BE AS SHOWN. Scale : 1/4" = 1' -0" EXISTING CBS WALL TILE SLAB AND STEPS TO MATCH EXISTING 4" CONCRETE PAD REINF #3 @ 12" EA. WAY TYP. @ MID DEPTH 10" ADD NEW STOOP TO MATCH EXISTING STOOP HEIGHT AND WIDTH. LENGTH TO BE AS SHOWN. PLAN 12 "X24" CONT. FOOTING I W/ 3#5 CONT.1 I 1 1 Scale : 1/4" = 1' -0" NEWSTOOP SECTION /DETAILS I ' Scale : 3/4" = r -o• NORTH OPENING #1 6068 SLIDE #3 @ 12" EA. WAY TYP. @ MID DEPTH ROOF DESIGN LOADS ROOF LIVE LOAD = 30 PSF STRUCTURAL SYSTEM DEAD LOAD = 25 PSF SUPERIMPOSED DEAD LOAD = 6 PSF DESIGN PRESSURES INTERIOR WALL ZONE 4 (LEEWARD) = -46 PSF EDGE WALL ZONE 5 (LEEWARD) = -54 PSF INTERIOR & EDGE WALL ZONES 4 & 5 (WINDWARD) = +44 PSF WALL EDGE ZONE WIDTH = 6' 1 _ - I 1 I -- - - I 1 I 1 -- CLEAN, WELL COMPACTED FILL I 1 HORIZ. REINFORCING REQ'D. EVERY 2nd CONC. BLOCK COURSE (No. 8 TRUSS TYPE) EXISTING RAILING TO BE REMOVED (DASHED PIECE ONLY) ADD NEW RAILING TO MATCH EXISTING RAILING NOTE: CRAWL SPACE WINDOW WILL NEED TO BE RELOCATED IF THE NEW STOOP INTERFEARS WITH IT. #3 @12 "EA. WAY TYP. @ MID DEPTH 4" CONCRETE PAD REINF #3 @ 12 C/C HOOK TO THICKENED EDGE 8 "X8" THICKENED EDGE OVER 8" CMU W/ 2#4 CONT 5/8" STUCCO (PAINT) MATCH EXISTING 8" CMU 1#5 VERT. @ 36" XC /C HOOK TO FTG. SECURE DOOR TO BEAM W/ 2" LONG 1/4" DIA. TAP -CONS @ 18" C/C OR AS NOTED 1 ON PRODUCT APPROVALS III III 1 1 1 EXISTING LINTEL CLEAN, WELL COMPACTED FILL OR BEAM I III II P.T. FURRING AND DRYWALL TO MATCH EXISTING I11 1II SECURE DOOR TO FLOOR W /2" LONG 1/4 "DIA. TAP -CONS STUCCO ON CONC BLOCK 3l8" DIA. X 3" ALUM. STUD TOP OF SLAB 12 "X24" CONT. FOOTING 1 W/ 3#5 CONT. 1 I I 4 a1111a•111a/fa1lli1ltaliet e S a AR!ISL.`If411 (iIF81M1iM1 tea X1111 a- ai A O N n v z 0 O o? 52 gg 096 W 8g 5 (ng °S� § E 6N 0. s cn W < y 0 )- z • m� W O i O W �' ( wP 0 zzZ L Z m «i us N 6 b oos A g_ 4 6 6 F 1) N W K U W W �- 0 z O F=� fg U Q U pZ 2 2 0 F :',§ �Cj Z z '- F" � NX it g!X O z U z .Vee A65 RS to n 0 O T- J c') u_ w _ O Wo (1) Q < co Li— J .- • (f) C) cn W O �= L z 2zO 0 0) co coZ 2 Q Q LL FRIIVET OESIGN ASS ARCHRECTSIPLANNERS/DESIGNERSIPA 10814.W. FOURTH STREET, FT. LAUDERDALE, FL 33301 (954) - 522 - 0021 LIC # AA000195 A -1 1J Ft COMM. NO. • EE_TITLE DATE 04/12/06 A-- 1 A_ FF2IME DRAWN BY RAA CHECKED BY AF SHEET NUMBER PROJECT , EXISTING FLOOR AND FOOTER EXISTING CBS WALL P.T. FURRING AND DRYWAL TO MATCH EXISTING REMOVE EXISTING WINDOW INCLUDING ALL FRAMING BUCKS AND HARDWARE AND CUT OPENING TO FIN. FLOOR AND INSTALL SLIDING GLASS DOOR. (SEE DETAILS ABOVE FOR NEW ATTACHMENTS) EXISTING DOOR TO BE REMOVED AND BLOCK WALL OPENING. FINISHES TO MATCH EXISTING #4 DOWELS @ 12 1 " C/C EMBED 5" MIN. & EPDXY GROUT INTO EXIST. MASONRY OR CONCRETE SHT, A -1) MONOLITHIC SLAB & STEM FOOTING STOOP FOUNDATION Scale : 1/4" = 1' -0" SITE ADDRESS 490 NE 101st STREET MIAMI SHORES, FLORIDA, 33138. LEGAL DESCRIPTION LOT 1, BLOCK 90 OF "AMENDED PLAT OF MIAMI SHORES SECTION 4" , ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 15, AT PAGE 14, OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. FLORIDA BUILDING CODE 2004 SINGLE FAMILY RESIDENCE TYPE V UNPRO. R -3 OCCUPANCY CLASSIFICATION ONE STORY IN HIEGHT NOTES 1. FLOOD ZONE - X 2. BASE - N/A NOTE: ALL EXISTING CONDITIONS MUST BE VERIFIED BY THE CONTRACTOR AND ANY DISSIMILARITY WITH THE PLANS SHOULD BE ADJUSTED IN THE FIELD AS REQUIRED. ALL REINFORCED UNIT MASONRY DESIGN COMPLIES WITH PROVISIONS AND COMMENTARY OF ACI 530 -95 /ASCE 5-95. USE ONLY MIAMI - DADE COUNTY APPROVED TAP -CONS ■ CAULKING SECURE DOOR JAMB THRU WOOD BUCK INTO CONCRETE W/ 3" LONG 1/4" DIA. TAP -CONS @ 18" C/C OR AS NOTED ON PRODUCT APPROVALS CONTINUOUS P.T. WOOD BUCK FIELD SIZED TO MEET CONDITIONS AND SLIDING GLASS PRODUCT APPROVAL REQUIREMENTS DOOR BUCK DETAILS SCALE: 3/4 " -1' -0" gar sat Ll c�wwG ' NORTH PATCH STUCC TO MATCH EXISTING CAULKING - GROUT 1/4" MAX N 0 3 � Q