Loading...
260 NE 95 St (7)-*" v,6, _:- ..----- I 4 4..t- ■ • • •■•••■•••••■■••••■■••••••■■■■••■••• - • 4 "". 4400141••■••••41444.11414/ 44A4■4 4444 U 441.1.4.44.4■444.44,4-- ■ t - 141 b if 1 _ _ .11.11....r■•••• 1•1111Mili~O 4444.4*.ww. - t- pr.* 7.-••■••■■••■*.m. RvorJE)60 6.4e-- = 614. :t 1M.L f.tNe t cli 4 - (a.- •-1 r fa-, A fi ib --rc, 3 .nt.) -r C *Z. 1.1 , -4 g1L - E ft 1:72;7 l■-•\ ikag111.04....mo d 41==' CZ A Tor or " Pc/or 14 4 _tztat.- t1.4.11 _sive. dllIl lF 7 " -------0 , /IIIIIW it, Z-x6;! I 1 i --- --.- LA1 _wiari5.14 - kT rr(:_tkiz44 1-1 r-t bb E.N 1 t h o . e tre:,.. ft CIO Li= 5 4, Lot, -et ext .• „ Pct <ze 06 • *J 1 r 5LC; 7 __ (1 r,6 -.0-1,1-..ss c t•tsri t_. f..6...4..bt_s I tore I( 14 J4 I- a .1 J 6[.A.LV. c..c&ot LI ki r ; 4a,i21 5 E. 4..e,-4 4 To e 121 - ft ?.4.-2--r t. to, j GIL RI M. FEIN AFtHITPICT . 61LeIRT Il.KfN • A.1.4. • RA • CCObto . 11601 I6CAYNg BLVD,. 6UITE 30i MIAMI, ill-01 . 5301 ign-ioNal ()et) 6i12-6t114 ) f" 2 .a.31A SETBACKS: FRONT REAR SIDE HEIGHT LOT WITH I5�� 3 6000 14 e.000' 13000 MP& 15 50.00 13000' g 19 g 20 g 21 g 22 g 23 g DODO' 15000 5000' 15000 6000 ZONING INFORMATION SETBACKS: FRONT REAR SIDE HEIGHT LOT WITH 2 3 1 14 13000 15 13000' 1 � 13000' 1 I1 ZONING INFORMATION SETBACKS: FRONT REAR SIDE HEIGHT LOT WITH REQUIRED FEET FEET FEET FT, MAX. FT, PROVIDED FEET FEET FEET FT. I MO • AD A ANj ANCHOR DOLT AC Atli C2•IDIflON1143 AC A D AREA DRAIN ADD ADDOCiti ACID. ACCESS FLOOR ACT ACOUSTICAL TILE ADH ADJACENT ADJ1 ADAISTACLE APP ADOyIS PNI614 FLOOR A43 AEARESIAME ALT ALTERNATE ALUM ALIMNIttl ANCFIORAGB ANON ANODWED Ap APRO'Xo1A E LY) Anal AEC ANNE! O MILNE A61.14 AteHALTOC) AUTO All'alATIG O A A A C OUE ITICC,AL 5 5.466 ERE WARNE EFL ES D PLATE EL EELLCAL1 e EISTU N DYI. DIMMED CO WARD OW e WAYS &x aLLOOcKNO e Ati EOOT DOTTOM POOTNO ZAK mac OLPG MILD ND OUR MILT UP RCOPN3 13.0 EY OTHER EMT MAGNET CL CENTER LINE CAD C.AENET TIII CATCH DAM CEMENT MR CERAM CP. COUNTER PLA614N3 CO CORNER GUAM cNieFER CJ4T CEILING HEIGHT CJ. CAST IFb014 CAST N PLACE otEIC CIR CIR CIRCLE CO CONTROL MO CL ( CAL OR CAULK (NO) CLR CLEAR (ARSE) dC M46OTRY UHT COMP: NF Call OCNT ELE Ca =UM (PLATED) CA OJRTAN ROO CT r TILE CIJPt GIJDIC FAT (POOL) CORD BARD CON cottecTION CORR. CORPOOR CM COMER OINK DEL DEpT DI AS DO. DPR O DIA DWO OUR ORAN OOJet.l! ACTN2 DE1061614. D61OI-mON ARTMEN D ETA T D OIACINA. DIMENSION 00 0114TADLE DouN DOOR OPENND DAMPER DOOM DIAMETER GOWN*' DI JT DRAWING DRAWER BMW E EAST EA E)1J6T AIR EJ4D. ELECTRIC HAND DRYER EXPO ID PANb1014 DOLT EL ELEY ELEVATION ELEV ELEC SAL) Y EP E ELECTRIC,AJ. PANEL SOARD CIIAL ! 64P EACH EXIST. pdSTNO Ex r. . Jr. EXPANSION 30Nr IEXT 'EXTERIOR EWO GTRICA. WATER coOLEJ! i A AO M AeIICA �TED F150 FUR /41614NQ SY OTHERS TO ORAN M PIKE EXTIGu101.1E t F'Ec Piltlt EXTt4SU}01.11-01 GANNET FEL fr LOCKER N PINION FLOOR LINE 111 PIFEII•NDRAN1 RIC PIPE 1108E CANNOT FNT PNI M Ae41. M.AbI HNO e PLZKOLE PLR PLOOPC13 PLOD GLF�Y40UT P FRAMED MIRROR POC PAGE OP CONC. ROUE F OP MASONRY FAA. P OOP STUDS F1 FRESH AR FAO FORGED Fr FAR T PTO FOOTTO MR PARED( MT MUSE NO) CIA dAGE, GAUGE GALV. GALVANIZED C C G G GENERAL G GGbDAJ WIT GP =trACIE Kt GAT E I !l011 GL GLASS, GLUM GP GALVANIZED PIPE El- Ite GUS ELOOC G Q lRA. NO TES GM. cerrilUti OPT oTPbtN TILE GAD. Gypaill WALL WARD GYPSUM PLASTER GALV. GALVANIZED G G G AI A ZED bTEEI. SHCET GST LAD STRUCTURAL TILE G GV. GRAVIEL HD Heo HOR HES NJT HK NORIZ. HPS SAC Hat a4R wea HARDDOARD HOLLOW COPS meacem � Y -ST1 3TH GEIf]4T 14EAD JOINT Nc ZHOLLOW AL HIGH PONT HIGH PRESSURE SODIUM HEIGHT AIR CON T ITF CO421 G, 140T WATER HEATER 4k313REVIATIONS 1u IN NCL NCH IPS INS Nbc NT NOP Nm O G J Jt t KD KIT KPL Kf PL LAD Las LEL LL L Lr LPT LT LTL Vet) rv NCH NCL E(NW(D) SOCK IRON PIPE SIZE Net L D CONC. NTERIO R NOULATINQPILL NTEWEDIATIE WERT 1-10R'1ATION JANITOR JOIbt J PI dAeEt JOINT KNOCK OUT KrtcHEN KICKPLA C II 't9'14T PLASTER TORT LAMAR LAMNAT(ED) LAQ LAVATORY LIfWT CONIACt L11111 LOAD L A. ONG LEG VERTICAL L TPROOP LIGH LOIJVt1� rusit NAND veHioaasit oohs Liao WEICIIHT LOCKER M ape I.T HAWKS M eROOM HOLDER N1EAaANICA. MEOW N FLOOR OR DEGKNI macELn16Ga= LLANEue■ MASONRY OPENt43 MA1 MOVADLa METAL OP SECTORS MET RP/0N0 MET F•tlf.LiON M MIRROR NOT N CONTRACT NO L RCIJIRED RIMER NOMNAL NOIVETALIC t40166 REDUCTION t of e TO � CO ICIE 4t OVERALL ON CENTER MCCUNE GUTSIDE DIAMETER OVERHEAD MAC14NE SCREW VEFINEAD or JOIST 3 OPA UE OP OP POS TE NANO OPPOSITE OPPOSITE SURFACE Pa POO PCC PRI PK PL low PI.DO PRP PSC POP PSI P.T9 PIN PV PVMT PILO PFD PR QUARRY TILE (QTY OLIANITry SAN Sc SEC OFGN. 6 J4 EF e d1 SPC. SPEC 6a STD sm OUR WISP EU SS S.Y. P E r PANIC OM t CONCRETE POI.NC4 PER CUOMO M. PEDESTAL PERFORATE MERMETER PI N TE10) POuc• PER PEA. PT. SHED PPR ry��,,,ee,�� PROPERTY PL MTIC LAM Tel PIRESTIRE PO46 PER - mat PAPER T- PAPER t J FOLDER Pa MO �( PG LYNNYL CHLORIDE TER PORTLAND PA CEMENT 4 TTmma4 TER NJ P POI R POLE RICER, RAINUS open REEA711 RO DRAIN R t ENO FIRED RENLENT REVib10(6) OED REPLECT (ED ) ( h V (OR) REPRIGIERA RIGHT HAND RAILING) TOR ROOM ROUGH QPINFO tttyl 4DUCtOR MATERIAL SYMBOLS .4, RI INSULATING CONCRETE 1111111111111111111111 ;a ye. ( « ,p4;s4J EARTH GRANULAR FILL CONCRETE CONCRETE MASONRY UNITS METAL LARGE SCALE ALUMINIUM PLYWOOD LARGE SCALE FINISH WOOD CONTINUOUS BLOCKING GLASS LARGE SCALE CERAMIC TILE PLASTER ,SAND, MORTAR, GROUT METAL STUD INSULATION (LOOSE OR BATT) BRICK �1�' 111111111 METAL LATH + PLASTER METAL RIGID INSULATION ACOUSTICAL TILE OR BOARD GYP. BD / PLASTER LIGI- 4T CONCRETE V - .:. = CAST -IN- PLACE CONCRETE METAL (SMALL SCALE) IIIIIIIII CUT STONE ROUGH WOOD CERAMIC TILE artrittritral ACOUSTICAL TILE SOUND INSULATED PARTITION ROCK I,'. A333,: ,i12 ;1 GYPSUM WALL BOARD RESILIENT FLOORING W NN WOOD STUD SOUTH SIPPLY AIR SANITARY SOLID COM SCHEDULE! SOAP D SECTION SAFETY SS CONC. TED CONCRETE lereseen RECEPTOR COAP 01-10111:10 SHEET NKILAR OLEOS SRRA. }9St STUD NDRN<LIER 6 0 SANITARY MARKN RECEPTACLE SANITARY 14ArICN DISPENDER SPACE STAINLESS 8T STATION 1 S 1 1134(6 STEEL STRUCTURAL SUPIPACIE SYSTEM a 62.1.41211 Y SYMBOL LEGEND 000 0 n T.O. TFIt TOL WA 1 1 TY TYP MOD t. UC ti. uNP UR UON UVD YE Vvc.T. VERT vtt6TT v TREAD TOWEL DM TM LD 11 eFaLD TOILET GP CLAM TOP OF FOOTIN3 TOP OF &AO TOP CP WILL. TOILET PAPER DISPENSER TOILET PARtmON TR/NEM/41M VAULT, TELEVISION TYPICAL f� CONCRETE t ARAPIIt TERRAID UNDEROJT LAE/ORATORY NOTED QPINISHED UPSNAL UPPl�RICtLA R DRIVE VNYL EASE VNYL CoMP'OSITION TILE VERTICAL vESTOULE v N FIELD VNYI. WALLCOVERNO WIDT14, WIDE WEST, IF� W 1R Ga v6ET WOCO WINDOW DIMENSION WATER MATER u�NDOW WITHOUT WoRKNa PONT Warp !RECEPTACLE WATER REPELLENT WAINSCOT' WILIAM WIRE PA?RIc WITHOuT NORTH ARROW DIRECTION DRAWING NUMBER Ati(F SHEET NUMBER EXTERIOR ELEVATION SHEET NUMBER DETAIL NUMBER SHEET NUMBER SHEET NUMBER ELEVATION NUMBER DIRECTION DOOR NUMBER WINDOW NUMBER ROOM NUMBER PARTITION TYPE REVISION MARK LINE OF OBJECT ABOVE .EQUIPMENT / FURNITURE N.I.G. HIDDEN LINE — BOUNDARY LINE • • DEMOLITION LINE CENTER LINE PROPERTY LINE LEGAL DESCRIPTION: T1-415 PROPERTY DESCRIBED AS: THE WEST 1/2 OF LOT 5, AND ALL OF LOTS 9 AND 10, BLOCK 25 AN AMENDED PLAT OF MIAMI SHORES SECTION No. I, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN FLAT SOCK 10, PAGE 10 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. CURRENT ZONNING: GENERAL NOTES 1, THE ARCHITECT /ENGINEER SHALL NOT BE RESPONSIBLE FOR, NOT NAVE CONTROL OR CHARGE OF THE CONSTRUCTION MEANS METHODS, SEQUENCES OR PROCEDURES OR FOR SAFETY PRECAUTIONS AND PROGRAMS. 2. CONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS AND SE RESPONSIBLE FOR SAME. 3. ALL WORK MATERIAL SHALL BE IN COMPLIANCE WITH THE LATEST EDITION OF THE APPLICABLE CODES AND ORDINANCES. 4. ALL WOOD IN CONTACT WITH MASONRY SHALL 2E PRESSURE- TREATED WOOD CASING, JAMBS AND TRIM SH. BE STAIN GRADE OR CLEAR UNLESS SPECIFIED OTHERWISE. 5. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL CUSTOM FABRICATED WORK, CONTRACTOR SHALL RE`r1EW /APPR'OVE ALL SUBMITTALS /SHOP DRAWING PRIOR TO SUBMITTING FOR ARCHITECTS REVIEW. DO NOT SCALE DRAWING, USE DIMENSION INDICATED ON DRAWINGS DIMENSIONS OF LARGER SCALE DRAWING AND DETAILS SHALL TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. CONTRACTOR SHALL SE RESPONSIBLE FOR ALL DIMENSIONS AND VERIFY SAME IN FEILD, 1. IN THE EVENT THERE ARE FOUND DISCREPANCIES OR AMBIGUITIES IN OR OMISSION FROM THE SPECIFICATIONS OR DRAWINGS , OR SHOULD THERE BE DOUBT AS TO THEIR MEANING AND INTENT , THE ARCHITECT SHALL BE NOTIFIED IN ORDER TO PROVIDE CLARIFICATION IN THE 30 DAY FOLLOWING THE OWNERS NOTICE TO PROCEED. S. INSULATE MASONRY WALLS, EXTERIOR STUDS iI ALLS, AND ATTIC SPACE IN ACCORDANCE WITH THE ENERGY CODE CALCULATIONS. 9, ALL WINDOW AND DOOR SIZES ARE NORMAL, VERIFY MANUFACTURER'S ACTUAL AND ROUGH OPENING DIMENSIONS. 10. ALL REQUIRED TESTS SHALL BE PERFORMED BY OWNER TESTING REQUIRED FOR PRODUCT APPROVAL TO SE PROVIDED BY GENERAL CONTRACTOR AND INCLUDED IN THEIR BID COST. ll, ALL DRYWALL, PLASTER AND STUCCO SHALL RECEIVE TWO COATS OF PREMIUM QUALITY PAINT. WOOD SHALL BE PAINTED OR STAINED . COLOR TO SE SELECTED BY OWNER 12. IF DISCREPANCIES BETWEEN SPECIFICATIONS AND DRAWINGS, OR BETWEEN DRAWINGS ARE NOT CLARIFIED IN THE FIRST 30 DAYS, THE G.G. WILL PROVIDE THE MOST GENEROUS ITEM, 13. THE CONTRACTOR SHALL OBTAIN FROM ALL SUB CONTRACTORS THE SIZE AND LOCATION OF ALL OPENING TO BE PROVIDED BY THEIR RESPECTIVE TRADE. THE CONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATION, LOCATION, SIZE AND DETAIL. 14. THE CONTRACTOR SHALL PROVIDE ALL SUPPLEMENTAL MATERIAL REQUIRED TO PROPERLY INSTALL, SUPPORT AND BRACE ALL ITEMS AND COMPONENTS WITHIN THE WORK 15. THE GENERAL CONTRACTOR GUARANTEES AND WARRANTS THAT ALL WORK PERFORMED SHALL SE FREE FROM DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR AFTER THE ISSUANCE OF THE CERTIFICATE OF FINAL. COMPLETION ANY DEFECTS OR DAMAGE DISCOVERED DURING SAID PERIOD SHALL BE REPAIRED OR REPLACED. AS DIRECTED IN WRITING BY THE ARCHITECT, AT NO ADDITIONAL COSTS, 16, FIXED GLASS, GLASS DOOR PANEL AND / CR OPERABLE WINDOW WITHIN 42" OF THE FINISH FLOOR SHALL BE SAFETY GLASS. 11, GENERAL CONTRACTOR TO PROVIDE DOCUMENTS FOR ALL EXTERIOR DOOR ASSEMBLIES, STOREFRONTS, LOUVERS, GRILLES / EGG CRATES AND WINDOWS FOR APPROVAL BY THE CITY OF MIAMI SHORES (ALL THE ABOVE WERE NOT INCLUDED IN THIS PERMIT). U Q U Z 4000' 6 WOOD FENCE ITTP.) 0 63.00' N E 95TH STREET NE 95TH STREET 30' ASP1 -IALT PAVEMENT 15.00' 14.90' 125.00' (M4P) 24' PAR4JAY 4.W KITCHEN 15' ALLEY •r:L �'• � • _. �•.i' S : • • .A �3.. • mss• - • • BRICK WALK ONE STORY RESIDENCE 21.30' FAMILY 21.15' d' DINING r • PLANTER 15.00' 4 • .. BRICK %%4... • i •,.••DECK ;.•.: ',t . <• • • ' S. •. • . POOL A 10.10' SCALE : I/16" = 1 -0" NORTH DATE: DATE: OI -03 -02 DRAWN: M.D.O. PROJECT No. 21 -450 SCALE: AS SHOWN 114/02 m DLD6. DEPT. PLOTTED: 01 -03-02 JN -0I J 5:41 ilqiqpintu Pit§Wgz perwriftpor StISSMiESPUbEEkE EXISTING 4 "X4 "COL. EXISTING BUILT -UP FLAT ROOF NEW SIDE LITE 4 FRENCH DOOR PAINT 1 STUCCO TO MATCH EXISTING ART EXISTING COLUMN V A, 8" X 12" CONCRETE COL. WITH 4 • 5'e DOWELED INTO EXISTING CONCRETE FOOTING ,OOR F No. OF ACCEPTANCE 01- 031429 FOR DOORS 1 LITES NEW CONC. COL'S WITH 4 -+5'e DOWELED INTO EXISTING � FOOTING 4 + 2 /AT 10N FILLED CELL WITH 1 • 8'e DOWELED INTO EXISTING CONCRETE FOOTNG WOOD BUCK SIDE LITE 4 / / DOORS 00 -42 +40 PSF PSF SIDE LITE STUCCO TO MATCH 2'-10" - / SCALE : I /4" = I' -O" TRACK FOR HURRICANE SHUTTE No. OF ACCEPTANCE + 99 -0318 SCALE : 1/4" = I '_ O " <`1d HOR NOTE: PROVIDE HORIZONTAL JOINT REINFORCEMENT BETWEEN EVERY OTHER COURSE W/MIN. + 9 LADDER TYPE REIN?. TO EXTEND INTO TIE COLUMN MIN. 4 ". Z. R, u EXISTING FASCIA TO REMAIN NEW OUTLOOKER WITH U- HUNGER EUH W/4-10d NAILS TO 24 -6 BLOCKING 4 2-10d TO OUT LOCKER U- HANGER EUH 24 -6 W/4 -10d NAILS TO JOIST 4 2 -10d TO OUTLOOKER NEW 8" X 12" CONCRETE TIE BEAM WITH 4•' 5'eCONT. STUCCO TO MATCH EXISTING HURRICANE STEEL STORM PANEL ACCEPTANCE No. OF +99- 0318.03 WR SCALE : N.T.S. FOIL BACK INSULATION R -42 EX! sta. BRICK PAVERS T,. SEC/7 BLOCKING 1 2 -10d TO OUT LOCKER U- HANGER EUN 24 -6 W/4-10c1 NAILS TO JOIST 4 2 -10d TO OUTLOOKER %/I�%%'�i f► ON II I I I I I I I I I I NOTE: 1. EXISTING CONCRETE TO ea CLEANED IN ACCORDANCE WITH MANUFACTURER'S RECONEDATIcNS BEFORE APPLYING EXPOSY BONDING COMPOUND. USE "DURAWELL" BRAND OR ACCEPTABLE EQUIVALENT. 2. USE "RAM" BRAND FOIL -FAST CARTRIDGE SISTEM FOR EXPDXY INJECTION. FOLLOW THE REQUIRED MANUFACTURERE'S RECOMMENDATIONS. 3. AT CONTRACTORS OPTION USE "PARABOND" BRAND CAPSULE ANCHORS OR "HILTI" BRAND HVA ADHESIVE ANCHORS. ROUGHEN EXISTING SURFACE STL. REINF. BAR HOLE SHALL !BE CLEAN DRY AND FILLED WITH E!XOXY RESIN. DOWEL TO BE TAPPED GENTLY INTO PLACE A oA I•Z������WWWM1�■WWMMM* A , rf T Dd A D • \ \; \ \ \"\ NOTE 1 EXISTING BUILT -UP ROOFING P.T. Z BLOCKING NEW 8 "X12" CONC. TIE BEAM WITH 4 • 8 "e CON I/2" DRYWALL 1/2" DRYWALL 1X2 P.T. FURRING • 10" NEW WOOD SASE BOARD TO MATCH EXISTING . p D 10" X 16" CONC. FOOTING WITH 2 • 5'e CONT. REFER TO ORIGINAL PLANS N CITY FILE EXISTING 4" TERRAZO FINISH CONCRETE SLAB SCALE : I " = 1' -O" NO TA DIAMETER OF HOLE EQUAL TO NOMINAL DIAMETER OF DOWEL PLUS DEFORMATIONS BUT NOT TO EXCEED 1/8" LARGER THAN NOMINAL BAR DIAMETER OR AS REQUIRED BY MANUFACTURER DEPTH OF HOLE 6" MN. FOR +4 OR "5 DOWELS SCALE : N.T.S. freA TO REMAIN TIE SEAM EXISTING FASCIA - N NEW OUTLOOKER WITH U- HUNGER EUN W/4 -10d NAILS TO 24 -6 8" C.M.U. WALL PL " YW000 et-EATING E INSUL R -42 POURED CONC. STARTER COL. W/RE NF. WALL DOWELS • 36" O.G. MN. WALL DOWELS • 36" O.G. MIN. 30 BAR DIA. OVERLAP a ALL DOWELS POURED CONC. FOOTING STUCCO TO MATCH EXISTING HURRICANE STEEL STORM PANEL SHUTT No. OF ACCEPTANCE +99- 0318.03 TO STING RICK PAVERS SECT i \ \ \; \ \; / ON • REINFORCING EXISTING O STRUCTURE TYP. EPDXY SET s' / POURED CONC. LOCATIONS TYP. EPDXY SET r / POURED CONC. LOCATIONS EXISTING BUILT -UP ROOFING P.T. BLOCKING NEW FRENCH DOOR ALUMINUM THRESHOLD SCALE : N.T.S. EXISTING 2X8 ROOF JOIST • 20 O.C. NEW 8 "X16" CONIC. HEADER SEAM WITH 6 • 5 "e CONT. 1 + 3 TIES •8 " O.G. 10" X 16" CONC. FOOTING WITH 2 • 8 CONT. REFER TO ORIGINAL PLANS IN CITY FILE //i EXISTING 4" TERRAZO FINISH CONCRETE SLAB SCALE : I " = I -O" �{— L-u kDB X II�IIII : Lu fl Q tt� �� � U k1) DATE: DATE: 01-01-02 DRAWN: M.D.O. PROJECT No. 21 -450 SCALE: AS SHOWN 1/4/02 1/4/02 ® BLD6. DEPT. A BLD6. DEPT. PLOTTED: 01 -09 -02 ..IN-02 J v 0 .0 2 a c a _a q V O L 0 •0 0 o Ii v$ L Vs •1 v C 0 2 c; o 0 Lr .C o o5 00 49 �(L 4 0 <0 8Q a 0 g 9 of U0 =ti R EXISTING 4 "X4 "COL. ARTI A EXISTING BUILT -UP FLAT ROOF EXISTING COLUMN NEW SIDE LITE 4 FRENCH DOOR PAINT 4 STUCCO TO MATCH EXISTING an X 12" CONCRETE COL. WITH 4 0 5'e DOWELED INTO EXISTING CGNGRETE FOOTING FQQR FAN SIDE LITE 4 DOORS N / / N / / N 1 N No. OF ACCEPTANCE 01 FOR DOORS 1 LITES -42 PSF 440 PSF 31429 FILLED CELL WITH 1 •5'e DOWELED INTO EXISTING CONCRETE FOOTING R0FOSE_ a „aVAfilON WOOD BUCK SIDE LITE STUCCO TO MATCH SCALE : 1/4" = 1 ' -O " TRACK FOR HURRICANE WU No. OF ACCEPTANCE ° 99 -03I SCALE : 1/4" = I'- RS r 03 C `!U HC7F' NOTE: PROVIDE HORIZONTAL JOINT REINFORCEMENT BETWEEN EVERY OTHER COURSE W/MIN. • 9 LADDER TYPE REINF. TO EXTEND INTO TIE COLUMN MIN. 4 ". Z. RE_IN EXISTING FASCIA TO REMAIN STUCCO TO MATCH EXISTING HURRICANE STEEL STORM No OF � P ANCE 0 99- 0318.03 WA NEW 8" X 12" CONCRETE TIE BEAM WITH 4•'5'eCONT. SCALE : N.T.S. IN SU pAcA LATION R -42 E IST,ING BRICK PAVERS TO R SEGT 0\ t4vAr "AM/ II I I I I I I I I I I I I • • or • NOTE: I. EXISTING CONCRETE TO SE CLEANED IN ACCORDANCE WITH MANUFACTURER'S RECONEDATIONS BEFORE APPLYING EXPOS)" BONDING COMPOUND. USE "DURAWELL" BRAND OR ACCEPTABLE EQUIVALENT. 2. USE "RAM" BRAND FOIL -FAST CARTRIDGE SISTEM FOR EXPDXY INJECTION. FOLLOW THE REQUIRED MANUFACTURERE'S RECOMMENDATIONS. 3. At CONTRACTORS OPTION USE "PARABOND" BRAND CAPSULE ANCHORS OR "HILTI" BRAND HV'A ADHESIVE ANCHORS. ROUGHEN EXISTING SURFACE STL. REINF., BAR HOLE SHALL BE CLEAN DRY AND FILLED WITH EXOXY RESIN. DOWEL TO BE TAPPED GENTLY INTO PLACE • DI D . • \ \ * \ \ \ \ \ NOTE 1 „ A EXISTING BUILT -UP ROOFING P.T. BLOCKING G 1/2" DRYWALL EXISTING 4X8 ROOF JOIST •200.C. U- HANGER EUH 24 -6 W/4 -10d NAILS TO JOIST 4 2 -10d t0 OUTLOOKER NEW 8 "X12" CONC. TIE BEAM WITH 4 •5 "e CONT. 1/2" DRYWALL 1X2 P.T. PURRING • 10" NEW WOOD BASE BOARD TO MATCH EXISTING D . EXISTING 4" TERRAZO FINISH CONCRETE SLAB 10" X 16" CONC. FOOTING WITH 2 •5'e CONT. REFER TO ORIGINAL PLANS IN CITY FILE SCALE : 1" = 1 -O" DIAMETER OF HOLE EQUAL TO NOMINAL DIAMETER OF DOWEL PLUS DEFORMATIONS BUT NOT TO EXCEED I /8" LARGER THAN NOMINAL BAR DIAMETER OR AS REQUIRED BY MANUFACTURER DEPTH OF HOLE 6" MN. FOR '4 OR +'5 DOWELS EXISTING REMAIN STUCCO TO MATCH EXISTING TIE BEAM INSULAtt R -42 POURED CONC. STARTER COL. WIRE INP. WALL DOWELS • 36" O.G. MN. WALL WALL DOWELS • 36" O.G. MN. 30 • ALL D DIA SAP POURED CONC. FOOTING HURRICANE STTE STORM � E g L No. OP L A •99- 0315.03 PL TwoO D SWEAT TOIitgaINRICK PAVERS V \ \, ti D=TA _zd A • • • • • HOOK END • MN. ALL� REINFORCING TYP. EPDXY SET •' / POURED CONC. LOCATIONS EXISTING BUILT -UP ROOFING P.t. BLOCKING NEW FRENCH DOOR ALUMINUM THRESHOLD W/\ • // //\ N\ \ \//\/"/"//\ d EXIST./ CONC. ST JCTU TYP. EPDXY SET • / POURED CONC. LOCATIONS SCALE : N.T.S. EXISTING 2X8 ROOF JOIST • 20 O.G. U- HANGER EUH 24 -6 W/4 -10d NAILS TO JOIST 4 2 -10d t0 OUTLOOKER NEW 8 "X16" CONC. HEADER BEAM WiT14 6 •5'b CONT. II3 TIES •8 " O.C. EXISTING CONCRETE 4" BLA TE RRAZO FINISH f� 10" X 16" CONC. FOO T:;NG WITH 2 •5'e CONT. REFER TO ORIGINA PLANE IN CITY FILE n �� U--1 I� Lim < o �� Y V N <lc kf) Li ks) Ua Ua 'no ir) k n 0 0 I Ny DATE, DATE: 01 -03 -02 DRAWN: M.0.0. PROJECT No. 21 -450 SCALE: AS SHOWN 1/4/02 A BLDe. DEPT. PLOTTED: 01.03 - 02 PG v 4.1 „ o 6- 0 " c v q U 00 ` o? °' a c P 0 0 •o v c o0 o • r o 6 Uo of 4 c < S ©p _° of 00