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PLANS#767777 01 -173 5REVO1 t x73S OATS LAST ENTRY DRAWN by OMT CHECKED by SAM DATE ASSIGNED OECEME30 200 SCALE AS SHOWN DRAWING NUMBER HES F- N S � !£P .' T CHI DS�as TN R USE T T & ASSt CCH�{IT t 0 08 T A R T tS. ROBE T :1• (0 2002 40 Sa . 0 .RPN gN - NE5 N0. REVISIONS CATC NArt 11 C:Vi Protects \Max,re - Mon, , Dec 2002 - 9:31 THE OWNER IS RESPONSIBLE FOR RETAINING THE ARCHITECT OF RECORD TO PROVIDE THE REQUIIRED CONSTRUCTION PROGRESS INSPECTIONS (IN ADDITION TO THE' REGULAR BUILDING DEPARTMENT INSPECTIONS) IN ORDER TO BE ABLE TO SIGN A LETTER OF COMPLIANCE. SETBACKS RESIDENCE FRONT SIDE SIDE REAR SITE NOTES ZONING LEGEND SINGLE FAMILY ZONING FLOOD ELEVATION FIN FLOOR ELEVATION 10.72' NET LAND AREA 10,687.5 SY. CONDITION FLOOR AREA 2,482 S.F. STORAGE AREA 118.0 S.F. PATIO & WALKWAYS 1,455 S.F. DRIVE /PARKING 234 S.F. ACCESSORY STRUCTURE (SHED) DISTANCE BETWEEN BUILDINGS N/A SIDE REAR FOUNDATION NOTES PROVIDE() PROVIDED 54.35' EXIST 9.95' EXIST 9.90' EXIST 59.58' EXIST 10.0' (NEW 18.0' (NEW), 1. PROVIDE ALL 511E CLEARING, EXCAVATION, FILL,CKFILL WROUGH. GRADING, SUB - GRADES AND COMPACTI 2. TREES TO REMAIN AND /CR RELOCATE AS.SELEC By OWNER, SHALL BE PROTECTED AS REQUIRED. 3. TREES TO BE REMOVED SHALL BE CUT AS DIRE D BY THE OWNER. ALL SITE CLEARING DEBRIS AND TRE1 STUMPS SHALL 8E REMOVED FROM THE J08 SITE( 4. COORDINATE WITH MECHANICAL, ELECTRICAL, PLU. G, AND LANDSCAPING CONTRACTORS AS WELL AS L0 UTILITIES PRIOR TO CONSTRUCTION; FOR WATER L I,S, DRAINAGE PIPES, UNDERGROUND ELECTRICAL CONDTS, IRRIGATION SYSTEMS AND ANY CONCIE ALED INSTALUONS WHICH MAY REQUIRE ADVANCE PLANNING OR BE DAMAGED. 5. MAINTAIN BUILDING SITE CLEAN OF CONSTRUCTIONEBRIS THROUGH THE DURATION OF THE PROJECT. 6. IF SIDEWALK IS TO BE PROVIDED, IT SHALL BE D� .TED BY THE CORRESPONDING PUBLIC WORKS DEPARTM 7. CONTRACTOR TO VERIFY LOCATION OF UTILITIES PFR TO SUBMITTING BIDS. k. 1. THE SITE INDICATES UNDISTURBIED SAND A ROCK BY VISUAL INSPECTION. DESIGN BASED ON L BEARING CAPACITY OF 2000 PSF IN ACCORDANCE WI SFOC 2403.2. AFTER THE GROUND HAS BEEN BROKEN, R(RT BARNES Sc ASSOCIATES WILL SUBMIT A LETTER ATTESTING THAT THE ITE HAS BEEN OBSERVED AND CONDITIONS ARE SIMILAR TO THOSE U>�1 WHICH THE DESIGN IS BASED 2. THE SITE SHALL BE STRIPPED OF ALL ORGAN TOPSOIL, ROOTS, DELI TERIOUS MATERIALSUNDER PROPOSED BUIyNG. , 3. PROVIDE CERTIFIED SOIL TREATMENT PRIOR TICOMMFNCING CONSTRUCTION. LEGAL DESCRIPTI LOT 8 AND THE EAST 1/2 OF LOT 9 E3 K 81 OF THE PLAT OF "MIAMI SHORES SECTION 3" AS CORDED IN PLATE300K 10 AT PAGE 37 OF THE PUB RECORDS OF MIAMI -DAOE COUNTY, FLORIDA ,ei-1-1,6/)— Oa 'i f ( t o 4j Dade Ceun Deparfn; at of Pub la Health I WARNING THE APPROVED SEPTIC TANK DRAINFI LD INVERT ELEVATION MAY BE THE CON1 OLL ING FACTOR IN DETERMININQ FINISHED FI, OR ELEVATION, 1 1 1 1 1 1 9.90' SETBACK 1 1 1 1 1 1 1 1 1 1., to' -o" t I NEW SETBAC*: NEW LOCATION FOR 1 ELEC. METER 1 PROVIDE NEW 1 ` UNDERGROUND \\ TRENCH FOR F.P.L. • SERVICE LINE 1 ran INSTALL '1 �` OF SLICiITHLY LIMTIED SOIL UNDER BO1TOM F DRAINFIELD SEPPIC TANK 1 _ GAL. (MIiNj DRAINFIELDSQ. Fr. (MIN) 1 r .r.._. __•...I manna . wawa _•._.__.••••••T_ THIS PERMIT IS NOV FOR„AD 1;TO\ St INVERTELEVA11tN� I �_s_ G J t BOTTOM OF DRAT FIEI ELEVATION , x PE.RIMEIER OF EXCAVATION AREA SHALL BE AT LEAST 2.0 FEET WIDEI,'IAND LONGER TIiA.1 4111? r PROPOSED ABSORPTION' ED OR DRAIN CEWALK TO BE REMOVEDI t NEW AMNION F.FL. ELEV. } 10.72' 1 " 13 f r N.E. 96th STREET HOUSE 9' ASPHALT PAVEMENT SITE PLAN ASPHALT PAVEMENT CURB & GUTTER N -7' GRASS CONC SIDE WALK EXISTING ONE sTCRr C3S>tESCENCE F.FL ELEV= 1194 ' ) 75.00 0.1 ( cXIST WATER METER J l ( WITH 7' SERV J J 1 SCALE: 1 " =1 O' - ( NEW � v GRAIN FIELD) 0n r 0 1 1 8' CONC BLOCK WALL 5' HIGH (13' PLATTED ALLEY) QI i'1. • '' ��^ 1 NEW 1050 GAL. SEPTIC TANK io' -ow EXIST SETBACK 9.9 EXIST SETBACK I� A I )I I , J 1 ■ GAL. SEPTIC r - EXIST. TREE 12' J 1 ABANDONED 1 EXIST. 75c1 TANK ! / / / / / / / / / / / //, 1 / / // / /,, / / / / / //' / „ / „ / / / / /, /, /J / / / / / / / / / / ,,// „./,//////,.//,, 1 ,/ / / / / / / / / / /, /, , ^ r / / / / /// / / / / / / / //J • ( / /i / • 1 ( 4/ /, /, /, ' , 16Sp; ; ; ; ; ;) , • i / ,) 1 //,A ,,, ,1 Revision "LS: 1 - 7..r.■ - '- (o (0) Crc L..i..J LU KfBERT �V V ATE Architecture (Ind Planning Aaoo1O526 221 N. Krome Avenue Home5teld. FL 33030 (303)247-6150 (3Q3)t333_0008 PROJECT NO. 01 -173 CAD() FILE . 5REVO 1 -173S DATE LAST ENTRY 08 -05 -03 DRAWN by DMT CHECKED by SAM DATE ASSIGNED DECEMBER 2001 SCALE AS SHOWN DRAWING NUMBER NEW E THESE DRAWINGS THE IDEA CONCEPTS, AND DESI Ng EXPRESSED HEREIN ARE THE S LE PROPERTY OF THE ARCHITECT. NO USE REPRODUCTION, oR DISSEMINATION MAY BE MADE OF THIS DOCUMENT AND THE CONCEPTS SET FORTH THEREON FOR ANY PURPOSE WITHOUT THE PRIOR WRITTEN CONSENT OF ROBERT BARNES ARCHITECTESROBERT BARNES © 2002 NO. .S9'b£ Ne Uj N 0 (1. x 2 NEW E 571 SF. NEW A DRAIN FIELD THESE DRAWINGS THE IDEA CONCEPTS, AND DESI Ng EXPRESSED HEREIN ARE THE S LE PROPERTY OF THE ARCHITECT. NO USE REPRODUCTION, oR DISSEMINATION MAY BE MADE OF THIS DOCUMENT AND THE CONCEPTS SET FORTH THEREON FOR ANY PURPOSE WITHOUT THE PRIOR WRITTEN CONSENT OF ROBERT BARNES ARCHITECTESROBERT BARNES © 2002 NO. REVISIONS DATE S;\Maxwell 2001 - 173\01 -173 A -1 Site plan,dwg, Model, 12/5/2003 2:21:06 PM, Steve Delacerda, Steve THE OWNER IS RESPONSIBLE FOR RETAINING THE ARCHITECT OF RECORD TO PROVIDE THE REQUIRED CONSTRUCTION PROGRESS INSPECTIONS (IN ADDITION TO THE REGULAR BUILDING DEPARTMENT INSPECTIONS) IN ORDER TO BE ABLE TO SIGN A LETTER OF COMPLIANCE. ZONING FLOOD ELEVATION FIN FLOOR ELEVATION NET LAND AREA CONDITION FLOOR AREA STORAGE AREA PATIO & WALKWAYS DRIVE /PARKING SETBACKS RESIDENCE FRONT SIDE SIDE REAR ZONING LEGEND SINGLE FAMILY ACCESSORY STRUCTURE (SHED) DISTANCE BETWEEN BUILDINGS SIDE REAR SITE NOTES FOUNDATION NOTES PROVIDED „ 10.72' 10,687.5 S.F. 2,462 S.F. 118.0 S.F. 1,455 S.F. 234 S.F. PROVIDED 34.35' EXISTING 9.95' EXISTING 9.90' EXISTING 39.58' EXISTING N/A - 18.0' (N E W) 1. PROVIDE ALL SITE CLEARING, EXCAVATION, FILL, BACKFILL WROUGH, GRADING, SUB — GRADES AND COMPACTING. 2. TREES TO REMAIN AND /OR RELOCATE AS SELECTED BY OWNER, SHALL BE PROTECTED AS REQUIRED. 3, TREES TO BE REMOVED SHALL BE CUT AS DIRECTED BY THE OWNER. ALL SITE CLEARING DEI8RIS AND TREE STUMPS SHALL BE REMOVED FROM THE JOB SITE, 4. COORDINATE WITH MECHANICAL, ELE:CTRICAL, PLUMBING, AND LANDSCAPING CONTRACTORS AS WELL AS LOCAL UTILITIES PRIOR TO CONSTRUCTION; FOR WATER LINES, DRAINAGE PIPES, UNDERGROUND ELECTRICAL CONDUITS, IRRIGATION SYSTEMS AND ANY CONCEALED INSTALLATIONS WHICH MAY REQUIRE ADVANCE PLANNING OR BE DAMAGED. 5. MAINTAIN BUILDING SITE CLEAN OF CONSTRUCTION DEBRIS THROUGH THE DURATION OF THE PROJECT. 6. IF SIDEWALK IS TO BE PROVIDED, IT SHALL BE DIRECTED BY THE CORRESPONDING PUBLIC WORKS DEPARTMENT. 7. CONTRACTOR TO VERIFY LOCATION OF UTILITIES PRIOR TO SUBMITTING BIDS. 1. THE SITE INDICATES UNDISTURBED SAND AND ROCK BY VISUAL INSPECTION. DESIGN BASED ON SOIL BEARING CAPACITY OF 2000 PSF IN ACCORDANCE WITH SFBC 2403.2. AFTER THE GROUND HAS BEEN BROKEN, ROBERT BARNES Sc ASSOCIATES WILL SUBMIT A LETTER ATTESTING THAT THE SITE HAS BEEN OBSERVED AND CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE DESIGN IS BASED 2. THE SITE SHALL BE STRIPPED OF ALL ORGANIC TOPSOIL, ROOTS, DELITERIOUS MATERIALSUNDER PROPOSED BUILDING. 3. PROVIDE CERTIFIED SOIL TREATMENT PRIOR TO COMMENCING CONSTRUCTION. LEGAL DESCRIPTIO\ LOT 8 AND THE EAST 1 /2 OF LOT 9 BLOCK 81 OF THE PLAT OF "MIAMI SHORES SECTION 3" AS RECORDED IN PLATBOOK 10 AT PAGE 37 OF THE PUBLIC RECORDS OF MIAMI —DADE COUNTY, FLORIDA EXIST. ASPHALT DRIVEWAY TO BE REMOVED NEW LOCATION FOR ELEC. METER PROVIDE NEW UNDERGROUND TRENCH FOR F.P.L. SERVICE LINE 0 - ------- . -X -.- - - - - - -.-.----------- .----- -- .- .- .- .----- .- . -. - -- - EXIST SETBACK EXISTING ONE STORY CBS RESIDENCE F.FL ELEV= 11.94' POOL NOT THIS PROJECT - L 9.90' EXIST. 2 CAR ASPHALT DRIVEWAY TO REMAIN N.E. 96th STREET SIDEWALK TO BE REMOVED CURB & GUTTER 5' CONC SIDE WALK EXIST WATER METER WITH 2" SERVICE TO HOUSE 9' ASPHALT PAVEMENT SITE PLAN ASPHALT PAVEMENT 75.00' 75.00 �> X SCALE: 1 x 8" CONC BLOCK WALL 5' HIGH 0 (15' PLATTED ALLEY) N 1 NEW 1050 GAL. SEPTIC TANK 10' -0" 1 ■ I l 9.98' EXIST SETBACK 9.9 §' EXIST SETBACK ABANDONED EXIST. 750 GAL. SEPTIC TANK r- EXIST. TREE as 12" SEc eovE UE ', 1 1 II�IJ REVISION 'C" /1 5/03 rcr ° (o) cr, } roe L� U _---J LLJ Q LLJ U Architecture and Planning AR001 0526 221 N, Krome Avenue Homestead, FL 33030 (305)247 -6150 (305)853 -0008 1 THESE DRAWINGS THE IDEAS CONCEPTS, AND DESIGNS EXPRESSED HEREIN ARE THE SOLE PROPERTY OF THE ARCHIT CT. NO USE REPRODUCTION, OR DISSEMINATION MAY BE MADE OF THIS DOCUMENT AND THE CONCEPTS SET FORTH THEREON FOR ANY PURPOSE WITHOUT THE PRIOR WRITTEN CONSENT OF ROBERT BARNES ARCHITECT ROBERT BARNES & ASSOCIATES. © 2001 NO. REVISIONS DATE CHECKED by JRB DATE ASSIGNED DECEMBER 2001 SCALE AS SHOWN 1 1 PROJECT N0. 01 -173 CADD FILE 5REVO1 -173P DATE LAST ENTRY 03 -04 -03 DRAWN by DMT CHECKED by JRB DATE ASSIGNED DECEMBER 2001 SCALE AS SHOWN DRAWING NUMBER EXISTING LIVING ROOM ±22' -0 "x11' -10" EXISTING DINING ROOM ±16' -3 "x11' -6" EXISTING KITCHEN ±12' -5 "x11' -2" I� • DEMOLITION PLAN SCALE , ,.. , — o CONC. PAD /C.U. NEW FFL LEV 10.38 +NGVD a J EXIST. CONC BEAM ABOVE AND CMU BLOCK WALL TO BE ROMOVED DEMO. PORTION OF EXIST. ROOF. REFER TO SHEET S -2 PROPOSED MEDIA ROOM AND STORAGE ROOM 22' -0" 22' -0" ( PROPOSED NEW STRUCTURE) 1 WALL LEGEND EXISTING CMU WALL EXISTING FRAME WALL DEMOLITION WALL if tE c it Ivy DEC 1 1 2003 ID — C: \1Projects \Maxwell \01- 173p.dwg — Mon, 9 Dec 2002 — 9:29 S :\Maxwell 2001 - 173\01 -173 D -1 Demo- plan.dwg, Model, 12/5/2003 2:25:06 PM, Steve Delacerda, Steve 1 '1 E;: ® pnf L— [D) L6L,-i o ho c � r COD w 1ST C---1 a �}- C am' C �� n U . . 11Fr U //\ ROBERT IAT Architecture and Planning AR0010526 221 N. Krome Avenue Homestead, FL 33030 (305)247 -6150 (305)853 -0008 DOOR SCHEDULE DOOR TYPE MATERIAL SIZE SADDLE JAMB REMARKS 1 O/H GARAGE METAL 8'- 0 "x7' -0" WPS 2x6PT. DCPA PANEL 2 SOLID CORE METAL 3'- 0 "x6' -8" WPS METAL 1 HR RATING METAL DCPA 3 FRENCH ALUM /GL (2) 3'- 0 "x6' -8" WPS ALUM DCPA W/ CAT. II SAFTY GLASS 4 SOLID CORE WOOD (2) 2'- 0 "x6' -8" NONE WOOD PANEL 5 POCKET DR. WOOD 3 0 "x6' -8" NONE WOOD PANEL 6 POCKET DR. WOOD 3'- 0 "x6' -8" NONE WOOD PANEL 7 SOLID CORE WOOD 2'- 6 "x6' -8" NONE WOOD LOUVERED (RETURN AIR FOR AHU) 8 SC BI —FOLD WOOD 2 6 "x6' -8" NONE WOOD PANEL 9 SC BI —FOLD WOOD 3 0 "x6' -8" NONE WOOD PANEL I 28' -0" REVISIONS DATE DATE LAST ENTRY 03 -04 -03 DRAWN by DMT CHECKED by JRB DATE ASSIGNED DECEMBER 2001 • NO SL l t_ 0 ZZ\ POOL NOT THIS PROJECT SEE SHT. S -3 FOR POOL STRUCTURAL DRAWINGS. T HESE DRAWINGS THE IDEAS CONCEPTS, AND DESIGNS EXPRESSED HEREIN ARE THE SOLE PROPERTY OF THE ARCHITECT. NO USE REPRODUCTION, OR DISS MAY BE MADE OF SETFORTH THEREON FOR ANY PURPOSE WITHOUT THE PRIOR WRITTEN CONSENT T ROBERT BARNES & ASSOCIATES. © 2001 NO. REVISIONS DATE DATE LAST ENTRY 03 -04 -03 DRAWN by DMT CHECKED by JRB DATE ASSIGNED DECEMBER 2001 SCALE AS SHOWN t_ N ialvenanramor ZZ\ 1 70 5 37 N0. 01 -173 CADD FILE 5REV01 -173P DATE LAST ENTRY 03 -04 -03 DRAWN by DMT CHECKED by JRB DATE ASSIGNED DECEMBER 2001 SCALE AS SHOWN t_ DRAWING NUMBER ZZ\ EXIST f9'- 0 "x5' -0" EXIST BEDROOM #1 ±14' -6 "x16 -3" EXIST FRONT PORCH L J S: \Maxwell 2001 - 173\01 -173 A -2 Floorplan.dwg, Model, 12/5/2003 2:21:47 PM, Steve Delacerda, Steve EXIST BATH ±7'- 7 "x8' -3" cI EXIST ENTRY cI. EXISTING LIVING ROOM ±22' -0 "x11' -10" EXISTING DINING ROOM ±16' -3 "x11' -6" CI cI TYPICAL EXISTING 4" FRAME WALL FFL ELEV = 11.94 +NGVD EXIST BEDROOM #2 ±12' -3 "x12' -0" EXISTING KITCHEN ±12' -5 "x11' -2" EXIST BEDROOM #3 ±16'-1"x12'-2" FLOOR PLAN EXIST AHU TO BE RELOCATED SHR DOOR TO BE CAT II SAFETY GLASS -- I • 3' -O" _ I 6' -O" 44 2' -6" .•. f55' -2" 1 0 EXIST. STRUCTURE 8' -8" EXIST LIBRARY ±17' -2 "x12' -2" EXIST. FL ELEV = 11.78' +NGVD SCALE 1/4" = 1' -0" 1 61" ririri►rropr WASH. DRYER AH U CONC. PAD /C.U. WALL LEGEND III11111I1I1N EXIST PATIO ±16 TYPICAL EXISTING 8" CONC BLK WALL 0 0 3' -O" 0 CLOSET CON NC BEAM V E 1'- 10 "x1'- 8 "x1' -10" A/C DUCT SOFFIT ABOVE EXISTING CMU WALL EXISTING FRAME WALL NEW CMU WALL NEW FRAME WALL (2) RISERS AT 6 3/8" 2 W/ 12" TREAD 10' -4" ±14' -8" EXIST 51 ItUCTURE (EXIST. UTILITY RM. AND STORAGE) TYPICAL NEW 4" FRAME WALL MEDIA ROOM RELOCATED WATE HEATER ALUM. COLS TO BE PROVIDED BY — MAN U FACTURER e 0 CONC BEAM ABOVE TO BE ROMOVED SEE D -1 FOR DEMO. NOTE: PER NFPA SECTION 21 -2.4.3 AND 21 -2.4.4 "EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM INSIDE THE CLOSET "EVERY BATHROOM DOOR SHALL BE DESIGNED TO ALLOW OPENING FROM THE OUTSIDE DURING AN EMERGENCY WHEN LOCKED." NEW FFL CLEV = 10.38 +NGVD EXIST. CONCRETE PLANTER 3' -0" tailiNNIUMMED 4 1101111111111111111111111111111111111111111.1111111111111111111111111M. 11111111111111111111111111111111111111111111111111111111111 NMI SLOPE ±.-1- PEA FGOT \ \ \ \ \\ \\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \N\\‘« ±4" CONC BEAM ABOVE TO BE ROMOVED 4" FRAME WALL, 3/8" CDX PLYWOOD UNDER 5/8" TYPE 'X' GYP. BOARD W/ 4" R -11 INSULATION POOL ROOM TRAY CEILING 15' - 0" NEW Ath FFL ELEV = 10.72' +NGVD 20' -6" 1'— t 0 co TYPICAL NEW 8" CONC BLK WALL 22' -0" (NEW STRUCTURE) ALUM. COLS TO BE PROVIDED BY -mo MANUFACTURE STORAGE 8' -4" Alp NEW ELEV = 10.22' +NGVD 1' - 4" I —LI 3 ' -3 " CEILING TO BE 1X3 FURRING 16" O.C. (1) LAYER 5/8" TYPE 'X' GYP. LATH 6d CEMENT COATED OR RING SHANK NAILS 6" 0.0. PAPER TAPE EMBEDDED IN CEMENTITIOUS COMP. OVER JOINTS. EXPOSED NAIL HEADS COVERED W/ COMP., FIBERGLASS BATT INSUL. R =11 MIN. „ " R NEW FF 9.84 R L NGVD ih N 1 N 10' -0" NEW 5' -0" HIGH PRIVACY WALL 17' -5" • 2X6 PT JAMB FASTEN TO REINF. CONC. COL. W /1 /2 "DIA. EXP BOLTS 24" 0.0. MIN. 6" FROM TOP & BOTTOM (TYP EA. SIDE OF DOOR) PROVIDE 120 SQ. IN. VENTS FLUSH W/ GARAGE FIN. FL. (TYP) 3' -4" 5' -5" 3' -4" 8" 8" Oi DEC 1 9 20 REVISION "C" 10/15/03 3 k2 1sIf c ) d J U AR0010526 221 N. Krome Avenue Homestead, FL 33030 (305)247 -6150 (305)853-0008 / RAT BARNES ASSOCIATES Architecture and Planning N . THESE DRAWIN S THE IDEAS CONCEPTS, AND D SIGNS EXPRESSEI HEREIN ARE THE SOLE PROPERTY OF THE ARCHITECT. NO USE REPRODUCTION, OR DISSEMINATION MAY BE MADE OF THIS DOCUMENT AND THE CONCEPTS SET FORTH THEREON FOR ANY PURPOSE WITHOUT THE PRIOR WRITTEN CONSENT OF ROBERT BARNES ARCHITECT ROBERT BARNES & ASSOCIATES. © 2001 NO. REVISIONS DATE CHECKED by JRB DATE ASSIGNED DECEMBER 2001 SCALE AS SHOWN D RAWING NUMBER i likturommegaw-- — PROJECT N0. -173 CADD FILE 01 -173e1 ( DATE LAST ENTRY 7 03 -04 -03 �bRAWN by DMT CHECKED by JRB DATE ASSIGNED DECEMBER 2001 SCALE AS SHOWN D RAWING NUMBER U S: \Maxwell 2001 - 173 \01 -173 A -3 Elevations.dwg, Model, 12/5/2003 2:22:37 PM, Steve Delacerda, Steve A t T.0 3. V f 8'– 6" ELEV. "-F Fin.FL. ® MEDIA /POOL RM. 10.72' ELEV. � Fin.FL. CAD GARAGE 10.22' ELEV. �a STUCCO AND PAINT TO MATCH EXISTING NEW ROOF TILES TO MATCH EXIST. ,llrRa��R RR��r ■RRR1�iRR� ■RR� RI�R #�IR��iR)R#., ALUMINUM TRELIS BY MANUFACTURER REFER TO SHOP DRAWINGS FOR SPECS. d.__..__.._- .._- r~�1- .._-.-_- . -.._...■ _- ..��.�a/�.��.�1•r.�R10.r =�. ■.1��l irlri11iri11l!lt1lri�iri11ir� IIIrir -_.11111. IMO 1 -111. 0 111110111. 1 8 1 1MallilinallIMINIMIS 111 . 111 1 1 1 1 �� 11101611111r1 11M11rr110111.11aliallIrriblI■I♦r.1■.1 • R + 46.5 psf.' – 53.2 psf. NEW ROOF TILES TO MATCH EXIST. EXIST ±3:12 ROOF BEYOND STUCCO AND PAINT TO MATCH EXISTING EXIST ±3:12 ROOF BEYOND -------------------------------------------- - - - - -- 0.5 psf. 3.2 psf, SOUTH ELEVATION SCALE , ,. –V–o EAST ELEVATION WEST ELEVATION SCALE 1/4" _ –0" SCALE 1/4" = 1 -0" 12 SLOPEI±3 NEW ROOF TILES TO MATCH EXIST. 1111111 1111111111 lii�[ �rrirrl�rlr11rlr11rrr11rlrrrlr11rlr11rl ' 11i�r 1 r 111._ r r ■ r 11111 Ir it fie r r ■ r � . –, L_.. L EXIST ±3:12 ROOF BEYOND 1 r STUCCO AND PAINT TO MATCH EXISTING MATCH EXIST. SLOPE e 0) T.O.B. ± 8' -6" ELEV. Fin,FL. ® MEDIA /POOL RM. 10.72' ELEV. Fin. FL. 0 GARAGE 10.22' ELEV, in C DEC f 1 co, czzi O co) Lc LL CC U Li__J ROBERT JS IATES Architecture and Planning AR001 0526 221 N. Krome Avenue Homestead, FL 33030 (305)247 -6150 (305)853 -0008 J PROJECT NO. 01 -173 CADD FILE 01 -173SC DATE LAST ENTRY 03 -04 -03 DRAWN by DMT CHECKED by JRB DATE ASSIGNED DECEMBER 2001 SCALE AS SHOWN DRAWING / k ff NUMBER THESE DRAWINGS THE IDEAS CONCEPTS, E T TH P ROPERTY REPRODUC N OR C DISSEMINATION MAY BE MADE Or THIS DOCUMENT AND THE CON EPTS SET FORTH THEREON FOR ANY PURPOSE WITHOUT THE PRIOR WRITTEN CONSENT OF ROBERT BARNS$ ARCHIITECCTESR BERT BARNES 8c ASSOCIAT © 2001 NO. REVISIONS DATE NEW CONC. BEAM: SEE S -2 FOR STRUCTURAL REINFORCEMENT MATCH EXIST. LINE WATER FALL MATCH NEW ROOF TILES TO EXISTING, INSTALL PER MFG. SPECS OVER (2) LAYERS OF 30 Ib. FELT TIN - TAGGED & HOT MOPPED TO MIN. 5/8" CDX PLYWOOD SHEATHING, SEE GENERAL NOTES SHEET FOR NAILING REQUIREVIENTS. FLAT WOOD TRUSSES © 24" 0.C. U.O.N. TYPICAL PRE -FAB WOOD TRUSSES (4 24" O.C., SEE ROOF RAMING PLAN FOR LAYOUT. (S -2) NEW CONC.-- BEAM BEYOND EXIST. JACK RAFTER AND CONC. BEAM TO BE REMOVED. FEILD VARIFY CONDITION •......M" POOL NOT THIS PROJECT PRE -FAB COL. SECTION "A" SECTION "B" EXIST. RAFTERS NEW FLAT CEILING TO BE FRAMED DOWN W/ 2x's AGAINST EXISTING RAFTERS. (2) 2x12 STRINGERS, 2x12 TREAD ON NEW SLAB. NEW 4" CONC. SLAB 00 SCALE 1/2" = 1' -0" ALUMINUM PRE -FAB. TRELLIS BY MANUFACTURER, SEE SHOP DWGS. FOR INSTALLATION SPECS. NOT THIS PROJECT •. ate.: li L E- =11E I - i11 1 = 1 =I =� ! -II I 11 i 11= I I I I 1 =1 I =1 i I 11 =1 LE 1 i 1 =1 I I I -1 � 1 —I I —'I 11 =1 I I! I -1 f i g -1 � � I' � I � —� 1 =1 =I I C I [EXIS - 1EXIST. FOOTERS.1 111 �1 iii =i�l i1 - i T. I 11 -,11 III 1 1 -111 11 1- I! -1 I -i 1 =1 I T- 1_I 1 -�i 1 1 I LL - - -- L,� I-1 - 1 -I EXIST. CONC. S`AB REMAINS UTILITY KITCHEN REVISIO C 10/15/03 S: \Maxwell 2001 - 173 \01 -173 A -4 Sections,dwg, Model, 12/5/2003 2:23:47 PM, Steve Delacerda, Steve = W co, r?). Gil CSD U � w Architecture and Planning AR0010526 221 N. Krome Avenue Homestead, FL 33030 (305)247 -6150 (305)853 -0008 THESE DRAWINGS THE ID CONCEPTS, AND DESIGNS EXPRE EXPRESSED HEREIN ARE THE SOLE PROPERTY OF THE ARCHITECT. NO USE REPRODUCTION, OR DISSEMINATION MAY BE MADE QF THIS DOCUMENT AND THE CONCEPTS SET FORTH THEREON FOR ANY PURPOSE WITHOUT THE PRIOR WRITTEN CONSENT OF ROBERT BARNES ARCHIITECCT, ROBERT BARNES © 2001 NO. REVISIONS DATE CHECKED by JRB DATE ASSIGNED DECEMBER 2001 SCALE AS SHOWN DRAWING NUMBER L ....., Q ;rJECT NO. 01 -173 CADD FILE 01 -173SC DATE LAST ENTRY 1 0 -25 -02 DRAWN by DMT CHECKED by JRB DATE ASSIGNED DECEMBER 2001 SCALE AS SHOWN DRAWING NUMBER Q GENERAL NOTES 1. GENERAL CONTRACTOR AND ALL SUB CONTRACTORS SHALL VISIT THE BUILDING SITE AND VERIFY ALL CONDITIONS PRIOR TO SUBMISSIONS OF BID. 2. ANY ERRORS, AMBIGUITIES AND OMISSIONS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL BE REPORTED TO ROBERT BARNES AND ASSOCIATES FOR CORRECTIONS BEFORE SUBMISSION OF BID. 3, UNLESS EXPRESSLY STIPULATED, NO ADDITIONAL ALLOWANCE WILL BE MADE IN THE CONTRACT AND /OR MANUFACTURES FAVOR OR BY VIRTUE OF ERRORS, AMBIGUITIES AND /OR OMISSIONS WHICH SHOULD HAVE BEEN DISCOVERED DURING THE PREPARATION OF BID ESTIMATE AND DIRECTED TO OUR (ROBERT BARNES AND ASSOCIATES) ATTENTION IN A TIMELY MANNER, 4, WRITTEN DIMENSIONS GOVERN, CONTRACTOR SHALL VERIFY ALL DIMENSIONS, IN THE EVENT OF CONFLICT, THE ARCHITECT SHALL BE NOTIFIED PRIOR TO PROCEEDING WITH ANY WORK, 5, ALL DRAWINGS AND DESIGNS CONTAINED HEREIN ARE THE PROPERTY OF ROBERT BARNES AND ASSOCIATES AND SHALL NOT BE REPRODUCED WITHOUT THEIR /HIS PERMISSION. 6. CONTRACTOR AND SUBCONTRACTORS DOING WORK ON THIS PROJECT SHALL CARRY LIABILITY AND PROPERTY DAMAGE INSURANCE AGAINST ACCIDENTS OF ALL KINDS AND THE OWNER SHALL BE FURNISHED WITH A CERTIFICATE OF SAID INSURANCE. CONTRACTOR AND ALL SUBCONTRACTORS SHALL CARRY WORKER'S COMPENSATION INSURANCE ON ALL WORKMEN EMPLOYED ON THIS JOB, 7. ALL WORK PERFORMED SHALL CONFORM TO THE LATEST EDITION OF THE SOUTH FLORIDA BUILDING CODE AND ALL APPLICABLE COUNTY ORDINANCES, AND SHALL BE COMPLETED TO THE HIGHEST STANDARDS OF CRAFTSMANSHIP BY JOURNEYMEN OF THE RESPECTIVE TRADES. 8. CONTRACTOR IS RESPONSIBLE FOR THE PROPER EXECUTION OF ALL WORKS, NOT WITHSTANDING THE APPROVAL OF SHOP DRAWINGS, DESIGN MIXES, LABORATORY INSPECTIONS AND REPORTS, ARCHITECTS AND /OR ENGINEER'S FIELD OBSERVATIONS, THE LIKE OF WHICH ARE INTENDED TO ASSIST BUT IN NO WAY RELIEVE THE CONTRACTOR OF HIS /HER RESPONSIBILITY, 9. INCLUDED IN THE RESPONSIBILITIES OF ITEM 8. ARE THE FOLLOWING: A. EXECUTION OF ALL WORKS IN A PROPER AND SAFE MANNER FOR ALL PERSONS, EQUIPMENT AND PROPERTIES. B. DESIGN, ENGINEERING, CONSTRUCTION AND HANDLING OF ALL FORM WORK AND TEMPORARY STRUCTURES. C. SPECIFIED STRENGTH AND PROPER PLACING OF CONCRETE. ALL CONCRETE AND RELATED WORK IMPROPERLY PLACED AND /OR TESTING UNDER STRENGTH SHALL BE REPLACED WITHOUT ANY ADDITIONAL EXPENSE TO THE OWNER. 10. ROOF TRUSS FABRICATOR TO PROVIDE DESIGN AND SHOP DRAWINGS FOR TRUSSES. CONCRETE AND STRUCTURAL NOTES 1. ALL POURED IN PLACE CONCRETE AND MASONRY GROUT SHALL ATTAIN A MININUM STRENGTH OF 3,000 P.S.I. IN 28 DAYS, UNLESS NOTED OTHERWISE. ALL CONCRETE BEAMS AND COLUMNS SHALL ATTAIN A MININUM OF 3,000 P.S.I. IN 28 DAYS. 2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDING" ACI- 301.66. 3. ALL REINFORCING STEEL SHALL BE 60,000 P.S.I. MININUM YEILD IN ACCORDANCE WITH A.S.T.M. A -615 GRADE 60, SPECIFICATIONS FABRICATED IN ACCORDANCE WITH A.C.I. BUILDING CODE MANUAL OF STANDARD PRACTICE, 4. ALL REINFORCING STEEL BAR LAPS SHALL HAVE 36 BAR DIAMETERS WITH A MININUM OF 30 ". BEND ALL HORIZONTAL BEAM AND WALL BARS 36" AROUND ALL CORNERS. 5. ALL CONCRETE BLOCK SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 1,000 P.S.I. AND MORTAR SHALL CONFORM TO A.S.T.M. C -467, TYPE M. 6. PROVIDE CLEAN OUT OPENINGS AT THE BOTTOM OF ALL REINFORCED MASONRY CELLS. FILL CELLS WITH 2,500 P.S.I. PEA -ROCK CONCRETE UNLESS NOTED OTHERWISE. 7. MINIMUM COVERAGE FOR REINFORCING STEEL UNLESS OTHERWISE NOTED SHALL BE: A. CONCRETE DEPOSITED AGAINST THE GROUND 3" B. WALLS EXPOSED TO WEATHER OR IN CONTACT WITH THE GRADE 2" C. WALLS NOT EXPOSED TO THE WEATHER 3/4" D. COLUMNS 2" E. BEAMS (OVER MAIN REINFORCING) 2" F. SLAB ON GRADE CENTERLINE G. STRUCTURAL SLABS 3/4" 8. WELDED WIRE FABRIC SHALL CONFORM TO A.S.T.M. A- 185 -68. LUMBER AND FRAMING NOTES 1. FRAMING LUMBER; SHALL CONFORM WITH THE PROVISIONS OF THE AMERICAN SOFTWOOD LUMBER STANDARD PS- 20- (LATEST EDITION) AND EACH PIECE SHALL BEAR THE GRADE STAMP OF AN APPROVED GRADING AGENCY 2. FRAMING LUMBER GRADES; THE FOLLOWING GRADES SHALL BE THE MINIMUM ACCEPTABLE GRADES, UNLESS OTHERWISE NOTED ON THE DRAWINGS. ITEM MINIMUM GRADE STUD ONLY: 2" TO 4" THICK; 2" TO 4" WIDE . . . NO. 2 SOUTHERN PINE STRUCTURAL LIGHT FRAMING: 2" TO 4" THICK; 2" TO 4" WIDE . . . NO. 2 SOUTHERN PINE STRUCTURAL JOISTS Sc HEADERS: 2" TO 4" THICK; 6" AND WIDER . . NO 2 SOUTHERN PINE POST: 4 "x4" AND LARGER NO. 2 SOUTHERN PINE OR NO. 2 DOUGLAS FIR 3. BOLT HOLES SHALL BE 1/16" LARGER THAN THE BOLT SIZE. RE- TIGHTEN ALL NUTS PRIOR TO CLOSING IN. 4. STANDARD CUT WASHERS SHALL BE USED UNDER BOLT HEADS AND NUTS AGAINST WOOD. 5. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED OR OTHERWISE BE PROTECTED BY AN APPROVED SEPARATING MATERIAL. BOLTS SHALL BE PLACED 9" FROM ANY NOTCH GREATER THAN 1/2 THE WIDTH OF A MEMBER. 6. DO NOT NOTCH JOISTS, RAFTERS OR BEAMS. OBTAIN ENGINEER'S OR ARCHITECT'S APPROVAL FOR ANY HOLES OR NOTCHES NOT DETAILED. HOLES THROUGH SILLS, PLATES, STUDS AND DOUBLE PLATED IN INTERIOR, BEARING AND SHERE WALLS SHALL NOT EXCEED 1/3 THE PLATE WIDTH. USE BORED HOLES LOCATED IN THE CENTER OF THE STUD OR PLATE. 7. 2" SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL SUPPORTS. 8. ALL NAIUNG SHALL CONFORM TO THE MINIMUM STANDARDS OF THE SOUTHERN BUILDING CODE OR THE SOUTH FLORIDA BUILDING CODE. NAILS SHALL BE COMMON WIRE NAILS. BURGLAR INTRUSION NOTES 1. ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A FORCE OF 300 LBS. APPLIED IN ANY MOVABLE DIRECTION. 2. ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO BE KEY OPERATED FROM THE EXTERIOR WITH A MINIMUM OF 6,000 POSSIBLE KEY CHANGES OR LOCKING COMBINATIONS. IF KEY -IN -KNOB LOCK IS USED, THERE SHALL BE AN AUXILIARY SINGLE DEAD BOLT WITH HARDENED BOLT OR INSERTS. 3. THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL HAVE SAME LOCKS AS REQUIRED FOR SINGLE EXTERIOR SWING DOORS. THE INACTIVE LEAF OF THESE PAIR OF FLOORS SHALL HAVE MULTIPLE POINT LOCKS WITH " MINIMUM THROW BOLTS WITH INSERTS. 4. SLIDING GLASS DOORS SHALL BE PROVIDED WITH SLIDING DOOR DEADBOLT OR A PIN NOT REMOVABLE OR OPERABLE FROM THE EXTERIOR AT THE JAMB, SILL, HEAD OR MEETING MULLIONS. THESE DOORS SHALL BE REINFORCED IN THE STRIKE AND LOCK AREA TO MAINTAIN BOLT STRENGTH EFFECTIVENESS IF NECESSARY AND SUCH DOORS SHALL HAVE READY ENTRY FROM OUTSIDE. 5. OVERHEAD DOORS SHALL BE PROVIDED WITH MULTIPLE POINT LOCKS OR BE LOCKED AT MORE THAN ONE POINT WITH HARDENED BOLT OR BOLTS WITH INSERTS ENGAGING AT LEAST TWO OPPOSITE POINTS A MINIMUM OF ". OTHER LOCKING DEVICES SHALL NOT BE REQUIRED WHERE SUCH DOORS ARE CONTROLLED AND LOCKED BY ELECTRIC POWER. 6. HINGES ON EXTERIOR OUT SWINGING DOORS SHALL HAVE NON- EXPOSED SCREWS AND NON - OPERABLE PINS. 7. JAMBS OF ALL EXTERIOR OFFSET TYPE IN- SWINGING DOORS SHALL BE RABBETTED OR OF SIMILAR FABRICATION TO PREVENT DEFEATING THE PURPOSE OF THE STRIKE AND THE INTEGRITY OF LOCKS AND LATCHES. 8, SINGLE SWING EXTERIOR DOORS, IF WOOD, SHALL BE SOLID CORE OF NOT LESS THAN 1- " IN THICKNESS, 9, GLASS IN EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN NATIONAL STANDARDS INSTITUTES, STANDARD Z97.1 10. VISION PANELS IN EXTERIOR DOORS, OTHER THAN GLAZING WITHIN DOORS, SHALL COMPLY WITH AMERICAN NATIONAL STANDARDS INSTITUTE, STANDARD Z97.1, 11. SLIDING GLASS DOORS AND WINDOWS SHALL BE INSTALLED AND CONSTRUCTED SO THAT NO PANEL CAN BE LIFTED FROM THE TRACKS WHEN IN THE LOCKED POSITION AND SO AS TO COMPLY WITH THE ARCHITECTURAL ALUMINUM MANUFACTURERS ASSOCIATION STANDARD FOR FORCED ENTRY RESISTANCE, AAMA 13303.3. 12. VENTS IN OVERHEAD GARAGE TYPE DOORS SHALL NOT BE INSTALLED CLOSER THAT 40" TO THE INSIDE LOCK ACTIVATING DEVICE. 13. SINGLE SWING EXTERIOR AND SWING DOORS CONNECTING LIVING AREAS WITH GARAGE AREAS SHALL BE SECURED WITH A LATCH AND A SINGLE DEAD BOLT WITH ONE INCH MINIMUM THROW OR A COMBINATION OF DEAD LATCH AND DEAD BOLT SETS WITH A LATCH THROW A MINIMUM OF W AND BOLTS HAVING A 1"MINIMUM THROW. DOORS SHALL BE A MINIMUM OF 1- " THICK. 14. FRONT MAIN ENTRANCE DOORS SHALL BE PROVIDED WITH A SCOPE OR VISION PANELS. 15. WINDOWS TO BE PAN AMERICAN, WITH PRODUCTS CONTROL APPROVAL #49389 - F(WINDOW) AND #49389 - B(DOORS) 4 4 0 4 NEW 8x12 TIE BEAM e • 4 4 #4x18' LONG ANCHORAGE DOWEL EMBEDED 5 " INTO EXISTING TIE BEAM W/ U.S. ARCHER ULTRABOND EPDXY SPACED 0 24" O.C. AND LOCATED MID. -DEPTH OF NEW TIE BEAM. 4 NEW 8" CONC. WALL 4 .4 4 • a 4• 4 4 C-STARTER COL. DTL. t L.,4 I' ° 4 ' I 4 NEW 16x12 CONC. FOOTING W/2 #5 CONTINUOUS EPDXY TO ANCHOR DOWEL (TYP.) 2 #5x30 "L. FTG. ANCHORAGE DOWEL(TYP.) SCALE: 3/4 " =1' -0" NEW ROOF TO MATCH EXIST. CRICKET BEHIND FLASHING 3x6 P.T. DUTCH GUTTER, CANT. STUCCO STUCCO OVER METAL LATH OVER 30# FELT. 2x4 P.T. BLOCKING TYP. ALUM. TRELLIS BY OTHERS. NEW TYP. WOOD TRUSS. D -DUTCH GUTTER DTL. EXISTING TIE BEAM EPDXY TO ANCHOR DOWELL(TYP.) NEW 8x12 TIE BEAM EXISTING 8" CONIC. WALL 8x16 CONC. STARTER COLUMN W /4 #5VERT. & #3 TIES ® 8" O.C. TIED TOP & BOTTOM A MIN. OF 18" EXISTING FOOTING tvirionnowe wirweartwolotpo wetreotrovvion N.T.S. PROPERTY LINE 5 V -CRIMP MTL ROOF ON 30# FELT FASTEN WITH MIN 1 5/8 "0 BY 32 GA TIN CAPS AT 4" O.C. AT ALL EDGES AND 12" 0.C. IN FIELD, ON 5/8" CDX EXT PLYWD ON SCISSOR TRUSSES AT 24" 0.0. MFG'R TO SUBMIT SHOP DRAWINGS �•••••••••'••••t•_� 9" FIBERGLASS BATT INSULATION R =30 CEILING TO BE 1x3 FURRING 16" 0.C. NAILED TO EA TRUSS WITH (2) 8d NAILS FOR PERMINANT LATERAL BRACING. 1) LAYER 5/8" TYPE "X" GYP LATH, 16d CEMENT COATED OR RING SHANK NAILS 6" O.C. - PAPER TAPE EMBEDDED IN CEMENTITIOUS COMP & PRODUCT APPROVED FIBERGLASS BATT INSULATION R =19 TYPICAL P.T. 1 x 4 FIRE STOP TYP. 1/2" D.W. ON P.T. 1 x 2 P.T. WOOD FURRING AT 24" O.C. 1/2" GYP. WB. W/ F1 FOIL INSULLATION (R "4.2) ON 1X3 FURRING ® 16" O.C. PROVIDE HORIZONTAL REINF AT 16" O.C. VERT FOR ALL EXT WALLS W / #9 TRUSS TYPE. 4" CONC. SLAB REINF WITH 6X6 /W1.4XW1.4 W.W.F. ON 6MIL VAPOR BARRIER ON COMPACT FILL (95 %DENSITY) 1/2" EXP. JOINT VAPOR BARRIER i r NEW COMPACTED FILL 95% DENSITY TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. AS PER CHAPTER 18, SECTION 1816.1 (1), (2), (3), (4), (5), (6), (7). F.B.C. PROVIDE HORIZONTAL REINF AT 116" O.C. VERT FOR ALL EXT WALLS W/,. 9 LADDER TYPE. #5 BARS 048 "O.C.IN GROUT FILLED CELLS 12" 4 0 0 III MATCH EXIST. ��3 36" 4 co to MATCH EXIST. STUCCO FINISH ON ALL NEW WALLS AND CONC. COLS. AS REQUIRED EXISTING GRADE +7.9' 16x 12 CONC. FOOTING W/ (2) #5 I C I CONTINUOUS 16 "- A -TYP. WALL SECTION DTL. SCALE: 3/4"=1'-0" 8x12 CONC. TIE BEAM W/ (4) #4'S CONTINUOUS. MATCH EXIST. STUCCO FINISH ON ALL NEW WALLS AND CONC. COLS. AS REQUIRED EXISTING GRADE I I11 36x 12 CONC. FOOTING W/ (4) #5 LONGTUDINAL AND ' #5 BARS ® 18" CROSS t3ARS B -5' HIGH PRIVACY. WALL SECTION DTL. 24 GA MTL FLASHING NAILED TO 1x3 DRIP WITH 10d NAILS AT 6" O.C. AND 2x8 FASCIA FASTENED WITH 10d NAILS. (MATCH EXIST.) 4" SCREEN VENT TRUSS SEAT & MTL. STRAP ® EA. TRUSS EMBEDDED IN CONC, BM. STUCCO ON METAL LATH ON 30# FELT ON 1/2" EXT PLYWOOD NAILED ® 24" O.C. ON TRUSSES TO MATCH EXISTING. (MATCH EXIST.) NEW DECORATIVE MOLDING TO MATCH EXISTING. SCALE: 3/4' =1' -0" DEC 1 1 2003 W C =0 a E= M r ?) CJ L' J LLJ C/ c ) -J Q Q U o ) . . c uu u• B I/�T Architecture and Planning AR001 0526 221 N. Krome Avenue Homestead, FL 33030 (305)247 -6150 (305)853 -0008 S: \Maxwell 2001 - 173 \01 -173 A -5 Sections.dwg, Model, 12/5/2003 2:24 :30 PM, Steve Delacerda, Steve (o) o COD C , 1 Cr) COLUMN SCHEDULE CODE SIZE (INCHES) VERT TIES REMARKS C1 8x12 (4) #50 #30 AT 12" O.C. 12x36 CONC. FTG. REINF W/ (4) #5 CONTIN. C2 — — — C3 - - - C4 - - - C5 - - - FC - (1) #50 - FILLED CELL FOOTING SCHEDULE BEAM REVISIONS F -1 24x24x12 REINF. W /(3) #5 EACH WAY WF -1 16x12 CONC. FTG. REINF W/ (2) #5 CONTIN. WF -2 8x8 THICKEND SLAB REINF W/ (1) #5 CONTIN. WF -3 12x36 CONC. FTG. REINF W/ (4) #5 CONTIN. WF -4 ^� "l THICKEND SLAB REINF W/ (1) #5 C�T1te:�Q; r l \ T HESE DRAWINGS THE IDEA CONCEPTS, AND DESIGNS EXPRESSEd HEREIN ARE THE SOLE PROPERTY OF THE ARCHITECT. NO USE REPRODUCTION, OR DISSEMINATION MAY BE MADE QF THIS DOCUMENT AND THE CONCEPTS SET FORTH THEREON FOR ANY PURPOSE WITHOUT THE PRIOR WRITTEN CONSENT OF ROBERT BARNES ARCHITECT ROBERT BARNES & ASSOCIATES. © 2001 NO. REVISIONS DATE CHECKED by JRB DATE ASSIGNED DECEMBER 2001 SCALE AS SHOWN DRAWING NUMBER I a E=11 S iterawarrassawammomagnatimial PROJECT NO. 01 -173 CADD FILE 5REVO1 -173P DATE LAST ENTRY 03 -04 -03 DRAWN by DMT CHECKED by JRB DATE ASSIGNED DECEMBER 2001 SCALE AS SHOWN DRAWING NUMBER I a E=11 EXIST BATH EXIST BEDROOM #1 EXIST FRONT PORCH n cl L _J EXIST ENTRY EXIST BATH cI. r EXISTING LIVING ROOM EXISTING DINING ROOM cl cI FL XIST 11.94 +NGVD EXIST BEDROOM #2 EXIST BEDROOM #3 EXISTING KITCHEN 1.92" 1 " EXIST LIBRARY 4' -9" 6' -4" 7' -10" FOU N DATI 0 N PLAN SCALE 1/4" = 1' -0" 2302 S.F. UNDER AIR EXISTING UTILITY ROOM EXIS FFL ELEV -,-1 1.78' +NGVD TYPICAL EXISTING 8" CONC BLK WALL AHU EXIST PATIO ±14' -8" NEW FFL ELEV = 10.72' +NGVD NEW 4" CONC. SLAB REINF WITH 6X6 /W 1.4XW 1.4 W.W.F. ON 6MIL VAPOR BARRIER ON COMPACT FILL (95 %DENSITY) OVER EXISTING SLAB (2) NEW RISERS AT 6 3/8" EACH. W/ 12" TREAD nl FFL ELEV 10.38' +NGVD SLOPE ±1/4" PER FOOT 1€11111111111111111111111111111 C1 6" C1 EXISTING COL. FC Xo13 / %0ti$a 36' -8" 6' -3" .I. J WF -1 NEW FFL LEV = 10.72 +NGVD 20' - 8" ` — PROVIDE (1) #5 VERT EACH SIDE OF OPENINGS. POUR CELLS FULL W/ CONC. (TYP.) NEW 4" CONC. SLAB REINF WITH 6X6/W1.4XW1.4 W.W.F. ON 6MIL VAPOR BARRIER ON COMPACT FILL (95 %DENSITY) WF -1 TYPICAL NEW 8" CONC BLK WALL W/ No. 9 TRUSS TYPE HORIZONTAL REINFORCING EACH 2nd COURSE 12' -0" 22' -0" 26' -1" C1 1111111111a1111111u1a11a111 11M IIu r C1 L 7' -3" POOL NOT THIS PROJECT SEE SHT. S -3 FOR POOL SPECS. FC 3 -4 M.O. NEW ELEV 1 0.22'+NGVD J 9' -0" WF -2 1' -42'1"1 0 0 r L F -1 �y/ �FL ELEV = 9.84' +NGVD n NNN 3' -2" WF - C r WF -1 C1 1 3' -3" J I 3 f J C1 f WF -2 C1 6" N b WF -2 17' -5" WF -3 1 1 J FC 0 : FC WF I r a J NEW 5' —O" HIGH PRIVACY WALL. TYP. 8" CONC BLK WALL W/ #9 TRUSS TYPE HORIZONTAL REINFORCING EVERY 2nd COURSE. PROVIDE #5 BARS ® 48" O.C. IN GROUT FILLED CELLS 8 ", I) Ilefc 2G03 y _1 7 I )-; REVrSION "C" 10/15/03 S: \Maxwell 2001 - 173 \01 -173 5 -1 Foundation plan,dwg, Model, 12/5/2003 2:31:09 PM, Steve Delacerda, Steve cy) (o) c:n fin _ L ) hr) ❑ u L, ciTj (o) rH o C= �7 ` [1 :=:3 U L >. J LLJ c=fi CO) =fi c=c W o W G� G n w LLJ Q Co) . . (� W U ROBERT IATES Architecture and Planning AR0010526 221 N. Krome Avenue Homestead, FL 33030 (305)247-6150 (305)853 -0008 A \CHOR STRAP SCHEDULE MARK DESCRIPTION UL. REQD. TOTAL CAPACITY P -1 USE USP: (1) SPG3 W/ (10) 10dx1.5" NAILS THRU STRAP DCPA NO. 02- 0102.03 (AL= 1395 #) 1268 1395 P -2 USE USP: (1) DTC W/ (4) 10dx1 -1 /2" NAILS THRU SEAT PLATE AND (9) 10dx 1 -1 /2" THRU STRAP DCPA NO. 01-0724.06 (AL= 1410 #) 777 1410 P -3 USE USP: (1) RT18 W/ (7) 16d NAILS INTO TRUSS AND (6) 0.145" POWER ACTUATED HILTI PINS, MIN. 1 1/4" PENETRATION INTO EXIST. CONC. BEAM. DCPA NO. 01- 0912.05 (AL= 1350 #) 777 3150 P -4 USE USP: (2) RT18 W/ (7) 16d NAILS INTO TRUSS AND (6) 0.145" POWER ACTUATED HILTI PINS, MIN. 1 1/4" PENETRATION INTO EXIST. CONC. BEAM. DCPA NO. 01- 0912.05 (AL= 1350 #) 1826 3150 BEAM SCHEDULE MARK DESCRIPTION TB TYPICAL TIE BEAM NOTE: 8 "x12" CONC TIE BEAM REINF WITH (4) #50, 60" LONG, BENT 90° AT ALL CORNERS TYP (EXTEND 30" EA WAY) WITH (4) #30 TIES AT 12" 0.0. AT ALL BENDS AND TIES AT 48" BETWEEN TB -1 NOT USED B -1 8 "x26" CONC. TIE BEAM REINF. W /(2) #80 AT TOP, (2) #80 AT BOTTOM & (2) #50 AT CENTER WITH #30 TIES AS FOLLOWS: (1) AT EDGE THEN (3) AT 4" 0.0. THEN REMAANDER AT 8" O.C. THEN REMAINDER AT 12" 0.C. AT GARAGE DOOR OPENINGS GABLE /HIP ROOF WIND LOADS CADD FILE , 01 -173SC ROOF AREA DRAWN by DMT CHECKED by JRB 1 2 3 GCp ( +) 0.460 0.460 0.460 GCp ( -) -0.880 -1.960 -1.960 PRESSURE(psf) 29.7 29.7 29.7 VERT. COMP. 28.8 28.8 28.8 HORIZ. COMP. 7.2 7.2 7.2 SUCTION(psf) -49.1 -99.1 -99.1 VERT. COMP. -47.6 -96.2 -96.2 HORIZ. COMP. -11.9 -24.0 -24.0 ( PROJECT NO. 01 -173 CADD FILE , 01 -173SC DATE LAST ENTRY 03 -04 -03 DRAWN by DMT CHECKED by JRB DATE ASSIGNED DECEMBER 2001 SCALE AS SHOWN DRAWING NUMBER mot ROOF TRUSS MFGR. TO SUBMIT SHOP DWGS. WOOD TRUSSES 024" O.C. -777# UP ALUMINUM TREUS BY MANUFACTURER NOT THIS PROJECT P -4 NEW FLAT CEILING TO BE FRAMED DOWN W/ 2x's. 2x's NAILED W/ (2) 8d AT EACH END OF EXISTING RAFTERS. II II II II II EXISTING ROOF EXISTING ROOF EXISTING ROOF EXISTING ROOF EXISTING ROOF EXISTING ROOF EXISTING ROOF P -1 -1268# GR N N 0 -1268# GR P -1 -1268# UP +1375# GR P -2 ROBERT BARNES & ASSOCIATES 221 N. KROME AVENUE HOMESTEAD, FL 33030 (305)247 -6150 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : MAXWELL JOB NUMBER : 2001 -173 DESCRIPTION : ROOF ENCLOSED WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 15.8 FT2 MEAN ROOF HEIGHT = 11.0 FT DISTANCE, Z = 11.0 FT Kh = 0.849 Kz = 0.849 22 -0" a 2 3 1 a 2 3 a 2 3 1 a 2 3 P = gh((GCp) - (GCpi)) GCpi = ± 0.18 qh = 46.3 PSF qz = 46.3 PSF BUILDING WIDTH = 13.2 FT CORNER DISTANCE, a = 3.0 FT D,L. - s 10psF !._ t,.s 20PsF DATE : 12/13/2002 P -4 -1826# UP +2046# GR EXIST. RAFTERS ROOF PLAN 2302 S.F. UNDER AIR SCALE 1/4" = 1' -0" • • ROOF PLYWOOD SHEATHING SHALL BE 5 /8 "EXT PLYWD NAILED W /8d AT 4 O.C. AT EDGES & 6 "O.C. AT INTERMEDIATE SUPPORTS (AT TRUSSES ONLY) • • • 5/8" PLYWOOD SHEATHING STAGGERED WD TRUSSES ® 24" 0/C ROOF SHEATHING DETAIL SCALE: ,,,.V a NOTE: PERMANENT LATERAL BRACING IS PROVIDED BY FASTENING 1x3 AT 16" O.C. NAILED TO UNDERSIDE OF TRUSS WITH (2) 8d NAILS AT EVERY INTERSECTION AS PER FBC 2001 SECTION 2319.17.1.3. I -2 S: \Maxwell 2001 - 173 \01 -173 S -2 Roof plan.dwg, Model, 12/5/2003 2:32:20 PM, Steve Delacerda, Steve THESE DRAWINGS THE IDEAS CONCEPTS, AND DESIGNS EXPRESSED HEREIN ARE THE SOLE PROPERTY REPRODU ARCHITECT. CDISSEMINATION MAY BE MADE OF THIS DOCUMENT AND THE CONCEPTS SET FORTH THEREON FOR ANY PURPOSE WITHOUT THE PRIOR WRITTEN CONSENT OF ROBERT BARNES ARCHITECT ROBERT BARNES & ASSOCIATtS. © 2001 NO. REVISIONS DATE N. CC4 M-, inn 1 1 . E.-1 ftful W 1 1 tJ) crop 0 Wl a d LL n L L1 X Q W U Co) .. W `v) CD Architecture and Planning AR0010526 221 N. Krome Avenue Homestead, FL 33030 (305)247 -6150 (305)853 -0008 PIPE CAPACITY SIZE 1.5" 2" 2.5 3" 4" SUPPLY (GPM) _ (V < 10 FPS) 60 100 125 225 SUCTION (GPM (V< 5 FPS) -- 50 70 100 175 THESE DRAWINGS THE IDEAS CONCEPTS, AND DESIGNS EXPRESSEd HEREIN ARE THE SOLE PROPERTY OF THE ARCHITECT. NO USE REPRODUCTION, OR DISSEMINATION) MAY BE MADE OF THIS DOCUMENT AND THE CONCEPTS SET FORTH THEREON FOR ANY PURPOSE WITHOUT THE PRIOR WRITTEN CONSENT OF ROBERT BARNES ARCHITECT ROBERT BARNES & ASSOCIATES. © 2001 NO. REVISIONS DATE CHECKED by JRB DATE ASSIGNED DECEMBER 2001 SCALE AS SHOWN DRAWING NUMBER aw -- --- -- PROJECT NO. 01 -173 CADD FILE 01 -173SC DATE LAST ENTRY 03 -04 -03 DRAWN by DMT CHECKED by JRB DATE ASSIGNED DECEMBER 2001 SCALE AS SHOWN DRAWING NUMBER aw • a CONCRETE AND STRUCTURAL NOTES 1. ALL POURED IN PLACE CONCRETE AND MASONRY GROUT SHALL ATTAIN A MININUM STRENGTH OF 2,500 P.S.I. IN 28 DAYS, UNLESS NOTED OTHERWISE. ALL CONCRETE BEAMS AND COLUMNS SHALL ATTAIN A MININUM OF 3,000 P.S.I. IN 28 DAYS. 2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDING" ACI- 301.66. 3. ALL REINFORCING STEEL SHALL BE 60,000 P.S.I. MININUM YEILD IN ACCORDANCE WITH A.S.T.M. A -615 GRADE 60, SPECIFICATIONS FABRICATED IN ACCORDANCE WITH A.C.I. BUILDING CODE MANUAL OF STANDARD PRACTICE. 4. ALL REINFORCING STEEL BAR LAPS SHALL HAVE 36 BAR DIAMETERS WITH A MININUM OF 30 ". BEND ALL HORIZONTAL BEAM AND WALL BARS 36" AROUND ALL CORNERS. 5. ALL CONCRETE BLOCK SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 1,000 P.S.I. AND MORTAR SHALL CONFORM TO A.S.T.M. C -467, TYPE M. 6. PROVIDE CLEAN OUT OPENINGS AT THE BOTTOM OF ALL REINFORCED MASONRY CELLS. FILL CELLS WITH 2,500 P.S.I. PEA -ROCK CONCRETE UNLESS NOTED OTHERWISE. 7. MINIMUM COVERAGE FOR REINFORCING STEEL SHALL BE: A. CONCRETE DEPOSITED AGAINST THE GROUND B. WALLS EXPOSED TO WEATHER OR IN CONTACT WITH THE GRADE C. WALLS NOT EXPOSED TO THE WEATHER D. COLUMNS . E. BEAMS (OVER MAIN REINFORCING) F. SLAB ON GRADE G. STRUCTURAL SLABS 8. WELDED WIRE FABRIC SHALL CONFORM TO A.S.T.M. A- 185 -68. LINE WATER FALL FILL (95% COMPACTED) 12 "x12" PERIMETER BEAM NNSNCIuemt••a.• - - • 1 I=11-=1[1=11=-!!1-=1 =1I1 - 1= II 111 � I I 1_ ' 0 1I { I I - 11=L1 I = 1 - i_ 1 - H I =1 1- 11 1 I ! =11 I - 1=- H p N 1 H111=1 1 I 1 =1 1 I 3' -6„ 11- 11= DI 1=11= 11 1-1 1 1 = 1 1 _ 1 1_11' 1 =1 & 1 1 1 -1 1 = I 1 = po �o 1'- 5„ I 1 =1 1=111=11 1 1 I 11 I I r / _. I I - 2 H-1 1 = H= 11 111 11' 11T111_ 0 1 -11 �- 1 111 I l - 1 I I I II 1 11 Iii =1 111=1!I=, 1' I =1 111 11= 1= 11 I i 1 I I ----H 1 I =111 111 11 -I I -11 1 1 II- 11E 11 =1 11=11 I - El 1E 11 I I= Ili ='I 1 -111 -111 i I 1 =11 111E 11 III -_ = =f�i 11 111: 111 =_1 °= 1 -1 1 =11 =111 =111 -I l 1 =111 =111_ 1 - 11= I- I -111= I- - II I I I - - I I- 1 I 1 11 1 I' 1 I 111 1; 1 I ,_ ! = 1 i SUCTION LINE -1_ I _ II =111 1 I ' SUCTION 1I - 11 I I 1 -1 1 1 = i- '1 - -I - 1i - 1 1i i � � , I I III 1 � -- 1 1 1 -1 1 I 1= 1 I, I I III -1 1 I- - - _111 1 11 _ I- 11 =1 1 11 � 11 1 - - 1 I 1 11 i 1 11 =I 1 = = 1 1 =1 j 1 1 1 HP D U RAG LAS S FILTRATION PUMP WITH MIN 4" HAIR AND LINT STRAINER SECTION "X X'SCALE: 3/4"=1' -0" 1 NOTE: DO NOT USE 90 DEG ELBOWS UNDERGROUND - USE ONLY 45'S OR SWEEP 90'S. POOL RISER DIAGRAM UNLESS OTHERWISE NOTED 3" 12, 2" 3(4" 13. 2 2" 14. CENTERLINE 3/4" 15. ANTI - VORTEX GRAT ((66 E S A Q IN. MIN OP N HYDROSTATIC 7 VALVE SLOPEI p. e "HAYWARD MULTI -PORT VALVE WAY #3a EA 1 0 CONCRETE MASONRY NOTES 1. ALL EXTERIOR WALLS SHALL BE 8" THICK UNIT MASONRY. 2. ALL MASONRY SHALL COMPLY WITH S.F.B.C. CHAPTER 27 REQUIREMENTS AND RELEVANT A.C.I. SPECIFICATIONS (ACI 530.1-88/ASCE 6 -88) 3. HORIZONTAL JOINT REINFORCING SHALL BE INSTALLED AT EVERY 2nd COURSE, LADDER OR TRUSS TYPE No.8, EXTENDED 4" INTO COLUMNS OR TIED TO STRUCTURAL COLUMNS, UNLESS INDICATED DIFFERENTLY ON DRAWINGS (PER SFBC 2704.1(f)). 4. COMPRESSIVE STRENGTH OF THE MASONRY MUST EXCEED MINIMUM SET REQUIREMENTS OF A.C.I. SPECIFICATIONS. 5. THE MASONRY SHALL BE FURNISHED AND CONSTRUCTED IN ACCORDANCE WITH THESE NOTES, CONSTRUCTION DOCUMENTS, AND SPECIFICATIONS. 6. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C55, C73, C90, C129, C145, OR C744 IN ADDITION TO ABOVE NOTES. 7. MORTAR SHALL BE OF THE TYPE AND COLOR SPECIFIED AND SHALL CONFORM TO ASTM C270. 8. DO NOT USE ADMIXTURES THAT CONTAIN CHLORIDES IN MORTAR OR GROUT. 9. GROUT SHALL BE IN COMPLIANCE WITH ARTICLES 1.5.2 AND 1.6.2 OF A.C.I. SPECIFICATIONS AND SHALL BE SAMPLED AND TESTED IN ACCORDANCE WITH ASTM C1019 FOR EACH 5000 S.F. OF CONCRETE MASONRY. 10.REINFORCEMENT SHALL BE PLACED IN ACCORDANCE WITH THE SIZES, TYPES, AND LOCATIONS INDICATED ON THE DRAWINGS. 11.TOLERANCES FOR THE PLACEMENT OF STEEL IN THE WALLS SHALL BE ±1/2" WHERE THE DISTANCE FROM THE CENTERLINE OF THE STEEL TO THE OPPOSITE FACE OF THE MASONRY, d, IS EQUAL TO 8" OR LESS, ±1" FOR d EQUAL TO 24" OR LESS BUT GREATER THAN 8 ". REINFORCEMENT SHALL BE SUPPORTED AND FASTENED TOGETHER TO PREVENT DISPLACEMENTBY CONSTRUCTION LOADS OR THE PLACEMENT OF GROUT OR MORTAR. UNLESS ACCEPTED BY THE ARCHITECT, REINFORCEMENT SHALL NOT BE BENT AFTER BEING EMBEDDED IN GROUT OR MORTAR. SPACES TO BE GROUTED SHALL BE FREE OF MORTAR DRIP, DEBRIS, LOOSE AGGREGATES, AND ANY MATERIAL DELITERIOUS TO MASONRY GROUT. WHEN THE GROUT POUR EXCEEDS 5' -0" IN HEIGHT, CLEANOUTS SHALL BE PROVIDED AT THE BOTTOM COURSE OF THE MASONRY IN EACH GROUT POUR. MINIMUM CLEANOUT SIZE SHALL BE 3 ". AFTER CLEANING, CLOSE CLEANOUTS WITH CLOSURES BRACED TO RESIST GROUT POUR. #30 AT 10" 0.C. EACH WAY 01 2" GATE VALVE • V 1 -1/2" SUPPLY TO POOL 1-1/2" WASTE WATER DISPOSAL IN ACCORDANCE TO SFBC 5004.3 DIATOMCEOUS EARTH FILTER FNS -24 SCALE = (N.I.S.) ° =1 1 _ I = =1 -1; 1=1 l 111 111 =11 111 11_ 11=1 I I -I -rr 11 11 - I I r 1=1 1 1- I 6" MIN CONC ALL AROUND DRAIN SUMP GRAVEL SUMP 2 "0x12" PIPE 2" MAIN DRAIN 2 GATE VALVE PRESSURE GAUGE AND PRESSURE RELIEF VALVE CLEAR TOP 2" VACUUM 2" GATE VALVE 2" LINE LOOP WITH 1-1/2" PIPE THRU WALL OF POOL TILE COPING VERIFY WITH LAYOUT OWNER TO SPECIFY 6' TILE BORDER NOTE: SLOPE OF POOL TO BE AS PER 5.6 ANSI /NSPI ) 11 l -I I It : � p - I 1 - i- I- 11- 1i - I - I I I _ i l I I 1=___11;=____; I _ l ; 11 Il �- =1 i � --- 11 !'-= 11 11. � i 1 111 = j I_ I_ i 1 I_�1 1 i I: #30 AT 10" 0.C. I_ 11 11E11=_11 I- EACH WAY (TOP) _ - =1 - I 1 11=11 I !=i1 1 - ' - -11= 1 1 i =1 1 '1 - - - i 1 III I 1=USE 6" BOTTOM THICKNESS - _;_ THROUGHOUT -1 7 = 1 1- 111 1 ' 1 I I I 1 1 1 1 1 - 1 1 1 . I -i1 -11 1 =T - / ' D 0 PROVIDE HORIZONTAL REINF AT 16" 0.C. VERT F ALL EXT WA W / #9 L TYPE. #5 BARS 0 48" 0.C. IN GROUT FILLED CELLS 36x12 CONC. FOOTING W/ (4) #5 LONGTUDINAL AND #5 BARS 0 18" CROSS BARS FILL (95% COMPACTED) GENERAL NOTE: ALL POOL GUNITE OR CONCRETE SHALL ATTAIN 3000 PSI COMPRESSIVE STRENGTH WITHIN 28 DAYS ALL PIPING SHALL BE PVC SCHEDULE 40. APPROVED FOR USE IN POTABLE WATER INSTALLATION OF LIGHTS, JUNCTION BOXES, GROUNDS, ETC, SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 680 OF THE NATIONAL ELECTRIC CODE. THE POOL PUMP MOTOR, LIGHT, HANDRAIL AND LADDERS SHALL BE BONDED TO THE POOL STEEL WITH A #8 SOLID COPPER WITH IN A 3/4" NON- CORROSIVE CONDUIT POOL EQUIPMENT INCLUDING FILTER SHALL BE LOCATED ABOVE REQUIRED BASE FLOOD ELEVATION RECALCULATION INLET PIPING SYSTEM SHALL BE OF SUCH CAPACITIES THAT THE VELOCITIES DO NO EXCEED 10 FPS USING THE DESIGN FLOW, AND SUCTION LINES SHALL NOT EXCEED 5 FPS USING THE DESIGN FLOW POOL WATER DISPOSAL SHALL BE IN COMPLIANCE WITH 5004.3 OWNER AND BUILDER SHALL BE RESPONSIBLE FOR ACQUIRING RELEASES FROM UTILITY COMPANIES FOR ALL PROPOSED CONSTRUCTION WITH IN ANY EASEMENT OR RIGHT -OF -WAY I 1 j. MIN 0 (0 1 " e Oo X 10" MIN =! =111= 11 1 1 =111 I I 1 -111 =II 1 f l l = = 1 1 -1 I 1= -111 = 1 I I =1- 1 -I 1- i 1 - 1 - 1 1 1 - = i (1 - ! I- 0 • ° 1 =1 111' 1 1=111- e � N o/ ° III 1 =11 11= 11 =f � 111 1 1 , 1 -1 _ -I 1 � 1 . iI I' ,- 1 -r 1 -111---11,,=1 1- H. 0 . 1 i - � � I II_ 111 1„ 1 1 1 11 I II I II (1) #50NOSE I -11 _ 1 =I i' c - I �I - STEEL I1 1 _ 11 l III lr- > a - 11 - I 1 I = 1 I I =111 _, - 1= 11 1 1=111 1111 - I I -I 1 -_i1 i= �-e- II I 11'1 Ill =111- I - III I ''' - Al 8x12 CONC. TIE BEAM w/ (4) #4'S CONTINUOUS. MATCH EXIST. STUCCO FINISH ON ALL NEW WALLS AND CONC. COLS. AS RIEQUIRED LINE WATER FALL 12 "x12" PERIMETER BEAM r 0 n1'I ' 1 r - L' i r r 11 I- -111=11= 1I= =111 1 = -E -ii - 111= 1_11-=11-=1 11 -11 I =11= I1 = 11= -li=lt il= =1 -1 1-1-= -111 =1 1 =1 - I }- I -111 I- - 11Ti 11 =! I- 1 =1 I =1 f i =1 I I =1 11 =1 I -1 I III -1 11 -1 11 =i I I =� '1- =1 =i - I 1 I -I I l i III - III -III - I I I- 111 -111=1 1 -1 1 -1 1 -1 1 111=111 -1 P 1 1 _E - 111 l 1 . 1 1 -1 11_111=111ETRE1 11 =1 I I -11 I-1 1 - I I 1 =111 III =1 1 =11 „1 1 1 1 I- 1= 1111 T =1 1-111 =111- - 1- 111= 11=111=111=H C I = 1 ,! I- II I11111 1 A WATERFALL. WALL SECTION DTL. SCALE: 3/4 " =1' -0" POOL DATA POOL EQUIPMENT SPECIFICATIONS FILTER DIATOMCEOUS EARTH FILTER FNS -24 FILTER AREA = 1.2 S.F. FILTRATION RATE MAX 2 GPM PSF OF EFFECTIVE FILTER AREA PRESSURE- PUMP CAPACITY FLOW RATE OF 60.0' T.D.H. VACUUM- MIN 50.0' T.D.H. SKIMMERS PROVIDE MIN 75 CU IN BASKET THRU DECK WITH MIN 5 "0 OPENING SKIMMER WEIRS SHALL BE AUTOMATICALLY ADJUSTABLE TO VARIATIONS INT HE WATER LEVEL OVER A RANGE OF 3" AND SHALL BE 5" IN WIDTH PUMP 1/2 HP DURAGLASS FILTRATION PUMP PUMP TO HAVE HAIR AND LENT TRAP - MIN 4 "0 PUMP TO BE MOUNTED ON A SOLID BASE WITH PUMP MOTOR TO BE AT LEAST 4" ABOVE SURROUNDING AREA PIPING ALL PVC SCHEDULE 40 TO C.S. 207.60 EXCEPT WHERE NOTED. BRONZE GATE VALVES AS SHOWN. PROVIDE 3/4" CITY WATER FILL LINE. PROVIDE 2" HYDROSTATIC VALVE PROVIDE "SWIMGUIP" U3 SURFACE SKIMMER. ELECTRICAL PROVIDE 100W STA -RITE HALOGEN POOL LIGHT & SWITCH WITH 12V TRANSFORMER (IN COMPLIANCE WITH NEC). MISCELLANEOUS CONTRACTOR TO PROVIDE ROUGH -IN FOR BARRACUDA AUTOMATIC POOL CLEANER GRAB RAIL 1 N N ESCUTCH o ON PLATE WEDGE ANCHOR GROUND WIRE LADDER PER 6.1.2 ANSI /NSPI -5 LADDER DETAIL SCALE 3/4" = 1' -0" 3' -0" _ _ 1 -1/2" SUPPLY 24" SHALLOW 1 -1/2" SUPPLY // / // 3" MIN 6" MAX POOL PLAN 28' -0" 1 -1/2" SUPPLY POOL 430 S.F. 6' DEEP 1 -1/2" SUPPLY POOL NOTES ALL OPERABLE DOORS SHALL BE PROVIDED WITH AN ACCESS GATE EQUIPPED WITH E U SELF-LOCKING Q &5 F LATCHING DEVICES LATC G DE C AND D SHALL COMPLY WITH S.F.B.C. 5007.2 (a)(1)- (a)(9). PROVIDE SAFETY SIGN AS PER APPENDIX F SECTION 5001.2(b0 PROVIDE ALL EXTERIOR DOORS ADJACENT TO POOL WITH AUDIBLE ALARM AS PER SECTION 5007.2.10aa OF S.F.B.C. VACUUM PER SFBC 5002.5(0)(4) LADDER PER 6.1.2 ANSI /NSPI -5 0 ANTI VORTEX SCALE 1 /4 " =1' -0" BACKWASH DRAINAGE SIZING POOL CAPACITY = ± 13,235 GAL PER TABLE 50 -A OF S.F.B.C. FLOW RATE 23.3 GAL /MIN FILTER AREA = 1,2 S.F. BACKWASH VOLUME = 466 GALS SOAK PIT AREA = 33.5 S.F. DRAIN FIELD AREA 110.6 S.F. POOL TURNOVER 10 HRS FLOTATION ANALYSIS POOL SIZE: 393.2 S.F. DEPTH: 3 -0" TO 6' -0" ADJACENT GRADE ELEVATION: +13.01' NGVD TOP OF COPING ELEVATION: +13.34' NGVD ELEVATION AT DEEPEST POINT: +7.01' NGVD COUNTY FLOOD CRITERIA: "X" TOTAL HEAD: 6.0' HYDROSTATIC VALVE CREDIT: 2.0' DESIGN HEAD: 4.0' ALL STATED ELEVATIONS SHALL BE FIELD VERIFIED. IF ANY OTHER CONDITIONS ARE DISCOVERED OR THE FLOOD CRITERIA IS OTHER THAN NOTED, NOTIFY THE ENGINEER PRIOR TO COMMENCEMENT OF CONSTRUCTION. 2" 0 1 � 100 WATT / HALE EN 2 " DEEP o A 0 WP %, e . J fl / / 2" OVERFLOW 1 -1/2" SUPPLY LINE POOL PUMP POOL _ LTER 5' -5" / B -18 817,19 -LINE WATER FALL k ; °-- I z rw 5: \Maxwell 2001 - 173\01 -173 S-3 Pool plan,dwg, Model, 12/5/2003 2:33:48 PM, Steve Delacerda, Steve > 9 _ nnnn [U 1 1 Crj) 11J f;= D=2:3 �1 l . luu I""1 C1 r----F1 c =!1] [ifir lu"1 r 1 ASSENE L,_. U Cod . . W , o) c Q =ROBERT Architecture and Planning AR0010526 221 N. Krome Avenue Homestead, FL 33030 (305)247 -6150 (305)853 -0008 • • TH ESE DRAWINGS THE IDEAS CONCEPTS, AND DESIGNS EXPRESSED HEREIN ARE THE SOLE PROPERTY OF THE ARCHITECT. NO USE REPRODUCTION, OR DISSE AND BE A CONCEPTS S SET THEREON FOR ANY PURPOSE WITHOUT THE PRIOR WRITTEN CONSENT OF ROBERT BARNES ARCHITECCTtSROBERT BARNES 0 2001 NO. REVISIONS DATE CHECKED by JRB DATE ASSIGNED DECEMBER 2001 SCALE AS SHOWN DRAWING NUMBER I ktiatissmaissensmiemommismand PROJECT N0. 01 -173 CADD FILE 5REV01 -173P DATE LAST ENTRY 03 -04 -03 DRAWN by DMT CHECKED by JRB DATE ASSIGNED DECEMBER 2001 SCALE AS SHOWN DRAWING NUMBER Nom J EXIST BATH, EXIST BEDROOM #1 EXIST FRONT PORCH • EXIST ENTRY EXIST BATH EXISTING LIVING ROOM EXISTING DINING ROOM FFL ELEV = 11.94' +NGVD EXIST BEDROOM #2 EXIST BEDROOM #3 EXISTING KITCHEN EXIST. ELEC. PNL "A" NEW ELEC. PNL "B" — 1 92" \ 0 0 • um win rAmi 4 1 1 4 . 411 RELOCATE EXIST. WASHER /DRYER CIRCUIT. RELOCATE EXIST. AHU CIRCUIT. EXIST LIBRARY B -12 3 B -1 i <d WP GFI 4' EXISTING UTILITY ROOM C.U. DISC AHU ELECTRICAL PLAN. 2302 S.F. UNDER AIR EXIST PATIO LOSET CLOSET DISC 1/4" = 1' -0" B -9 B-11 B-1 1 118 -9 B -9 B =1 MEDIA ROOM B -9 r- / 11 \ \ 11 / \ B 15 RELOCATE EXIST. W/H CIRCUIT. B -9 6 -11 • B -9 G F� CJ CABLE TELEVISON OUTLET 75 OHM Q JUNCTION BOX SMOKE DETECTOR 4-- DOORBELL PUSHBUTTON Ioo1 DOORBELL CHIMES ELECTRICAL LEGEND 120 V. QUADPLEX OUTLET 120 V. DUPLEX OUTLET 120 V. G.F.I. DUPLEX OUTLET SINGLE CIRCUIT RECEPTACLE ® 240 V. SPECIAL PURPOSE OUTLET -64 WALL MOUNTED SWITCH - V' THREE WAY SWITCH M ,-- TELEPHONE OUTLET � • all IIIEW -8 0 -10 0-10 8 -8 FAN W /LIGHT EXHAUST FAN FLOOD LIGHTS L EXIST. OVERHEAD ^� °fop �� LINE TO BE REROUTED • n UNDERGROUND. / /v tt �� 14 5 r.cr o f EXIST. ELEC. METER TO ISIE RELOCATED. re "4e 49/2- i fflyet •y ,p • 1111a111u1 .111111111111111111111i* 111111111111111111111111N • POOL ROOM l p \ N-1-1 8-15 ' j 6 t1 B -8 B -10 B -8 1 j WP GFI B -7 [11111111111 ®111111_11111111111111111* , f' 0 —8 8 -10 0 4 STORAGE FOR ELEC. METER B -5 NEW LOCATION F F UNDERGROUND TRENCH FOR F.P.L. SERVICE LINE PROVIDE NEW MAIN CIRCUIT BREAKER PANEL fn7 ELECTRIC METER CAN SURFACE MOUNT LIGHT FIXTURE VP PENDENT MOUNT LIGHT FIXTURE 0 M.}. WALL MOUNT LIGHT FIXTURE Q - A/C THERMOSTAT CONTROL - 01 O RECESSED EYEBALL FIXTURE E"Itj Disc DISCONNECT SWITCH ------ UNDER CABINETS FLUORESCENT LIGHTS (A VAPOR PROOF SURFACE MOUNT LIGHT FIXTURE RECESSED EYEBALL FIXTURE 120V QUAD FLOOR OUTLET 4' FLUORESCENT LIGHT FITTING ALARM CONTROL PANEL JUNCTION BOX FOR ELEC. HEATER 120 V. DUPLEX OUTLET IN EAVES B -6 POOL PUMP WP GFI B -7 WP GFI 7 S: \Maxwell 2001 - 173 \01 -173 E -1 Electrical plarl,dwg, Model, 12/5/2003 2;25:53 PM, Steve Delacerda, Steve i U L w Lt=3 Pi= 11h1 =0 a =I] i=c_ -J Q J Q U lvJ co) g w=3 o Architecture and Planning AR0010526 221 N. Krome Avenue Homestead, FL 33030 (305)247-6150 (305)853 -0008 PANEL A (EXISTING) 120/240V -1 PH--3W 150A-MCB (10K -AIC) BRANCH CIRCUITS (42 CRK) LOCATION WIRE AND CONDUIT TOTAL BREAKER TRIP CKT NO. CKT NO. BREAKER TRIP TOTAL WIRE AND CONDUIT LOCATION KW KW AHU #8THWN -1/2 "C 5,500 2P -50 1 2 2P -30A 2,150 #10THWN -1/2 "C CU 3 4 DRYER #10THWN -1/2 "C 700 2P -30 5 6 2P - 50 6 #8THWN - 1/2 "C WATER HEATER 7 8 RANGE #6THWN -3/4 "C 12,000 2P -60 9 10 2P -60 11,400 #6THWN -3/4 "C SUB B PNL 11 12 REFRIGERATOR # 12THWN -1 /2 "C 1,200 1P-15 13 14 1P-20 1,200 #12THWN-1/2"C DISH WASHER RANGE HOOD #12THWN - 1/2 "C 1,200 1P -15 15 16 1P -15 1,500 #12THWN -1 /2 "C WASHER GENERAL LIGHTING #12THWN -1/2 "C - 1P -15 17 18 1P -20 - #12THWN -1/2 "C GENERAL LIGHTING SMALL APPLIANCE # 12THWN -1 /2 "C 1,500 1P-20 19 20 1P-20 1,500 #12THWN -1 /2 "C SMALL APPLIANCE EXTERIOR GFI #12THWN -1/2 "C - 1P -20 21 22 1P -20 - #12THWN -1/2 0 C RECEPT /LIGHTING EXH FAN #12THWN -1/2 "C - 1P -20 23 24 1P -20 - #12THWN -1/2 "C BATH GFI LIGHTING FLOODS # 12THWN -1 /2 "C - 1P-20 25 26 1P-20 - #12THWN -1 /2 "C EXITERIOR GENERAL LIGHTING #12THWN -1 /2 "C - 1P -20 27 28 1P -20 - #12THWN -1/2 "C GENERAL LIGHTING SPACE - - - 29 30 - - - SPACE PANEL B (NEW) 120/240V --1 PH--3W 50A-MCB (10K -AIC) BRANCH CIRCUITS (24 CRK) LOCATION WIRE AND CONDUIT TOTAL BREAKER TRIP CKT NO. CKT NO, BREAKER TRIP TOTAL WIRE AND CONDUIT LOCATION KW KW J 1 2 3 4 STORAGE #12THWN -1/2 "C 400 1P - 20 5 6 1P - 20 750 #12THWN -1/2 "C EXTERIOR LIGHTING EXTERIOR GFI #12THWN - 1 /2 "C 1,500 1P - 20 7 8 1P - 20 750 #12THWN - 1 /2 "C RECEPT /LIGHTING RECEPT /LIGHTING #12THWN - 1/2 "C 750 1P - 20 9 10 1P - 20 750 #12THWN - 1 /2 "C GENERAL LIGHTING GENERAL LIGHTING #12THWN -1/2 "C 750 1P -20 11 12 1P -20 750 #12THWN -1/2 "C GENERAL LIGHTING EXH FAN #12THWN -1/2 "C 750 1P -20 13 14 1P -20 1,500 #12THWN -1/2 "C BATH GFI CLG. FANS #12THWN -1/2 "C 500 1P -20 15 16 1P -20 750 #12THWN -1/2 "C POOL LIGHTING POOL PUMP #12THWN -1/2 "C 1,500 2P -20 17 18 - - - SPACE SPACE - - - 19 20 - - - SPACE SPACE - - - 21 22 - - - SPACE SPACE - - - 23 24 - - - SPACE 6,150 5,250 1 7:7717 25 E 01 -173 5REV01 -173P DATE LAST ENTRY 03 -04 -03 DRAWN by DMT CHECKED by JRB DATE ASSIGNED DECEMBER 2001 SCALE AS SHOWN DRAWING NUMBER 1 i I mom J 40 .____ y_ 141, THESE DRAWINGS THE IDEAS, CONCEPTS, AND DESIGNS EXPRESSED HEREIN ARE THE SOLE PROPERTY OF THE ARCHITECT. NO USE REPRODUCTION, OR DISSEMINATION MAY BE MADE OF THIS DOCUMENT AND THE CONCEPTS SET FORTH THEREON FOR ANY PURPOSE WITHOUT THE PRIOR WRITTEN CONSENT OF ROBERT BARNES j ARCHIITECCT, ROBERT BARNES © 2001 NO. REVISIONS DATE ELECTRICAL NOTES 1. GENERAL: ALL ELECTRICAL WORK SHALL CONFORM TO THE LATEST EDITION OF THE LOCAL BUILDING CODE HAVING JURISDICTION AND THE NATIONAL ELECTRICAL CODE. ALL MATERIALS SHALL BEAR UNDERWRITERS LABORATORIES LABEL OR BE U.L. LISTED. WORKMANSHIP SHALL BE IN ACCORDANCE WITH GOOD TRADE PRACTICES. ALL EXCAVATING AND BACKFILLING REQUIRED FOR ELECTRICAL WORK SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL SUBCONTRACTOR. 2 CONNECTIONS TO EQUIPMENT: ELECTRICAL SUBCONTRACTOR SHALL VERIFY NAMEPLATE DATA OF A/C EQUIPMENT, WATER HEATERS AND OTHER EQUIPMENT TO OBTAIN CORRECT WIRE SIZES AND OVER - CURRENT PROTECTION PRIOR TO INSTALLATION OF ROUGH ELECTRIC WIRING. THE ELECTRICAL SUBCONTRACTOR SHALL MAKE THE ELECTRICAL CONNECTION TO ALL EQUIPMENT REQUIRING CURRENT. ALL CONTROL WIRING SHALL BE CARRIED OUT BY THE ELECTRICAL SUBCONTRACTOR AS DIRECTED BY MECHANICAL CONTRACTORS. 3 OVERHEAD ELECTRIC CONDUCTOR CLEARANCES, HORIZONTAL AND VERTICAL SHALL BE MAINTAINED. 4. ALL WIRING CONDUCTORS SHALL BE COPPER IN E.N.T. CONDUIT. 5 BATHROOM, GARAGE AND EXTERIOR RECEPTACLES SHALL BE EQUIPPED WITH GROUND FAULT INTERRUPTERS. 6 ELECTRICAL INSTALLATION DESIGN IS IN COMPLIANCE AS SET FORTH BY THE STATE OF FLORIDA STATUTES MODEL ENERGY EFFICIENY CODES. 7 SMOKE DETECTORS SHALL BE HARD WIRED (110 VOLT) TO A NON - SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED ONTO THE LOAD SIZE OF A GROUND FAULT INTERRUPTER. 8. ALL PANELS SHALL BE ITE OR EQUAL. 9 FURNISH AND INSTALL UNDERGROUND RACEWAYS FOR POWER COMPANY SERVICE AND TELEPHONE COMPANY SERVICE AS PER UTILITY COMPANY SPECIFICATIONS AND COORDINATE THE EXACT ROUTING OF THESE RACEWAYS WITH THE UTILITY COMPANY. 10. VERIFY EXACT LOCATION OF ELECTRICAL OUTLETS AND LIGHTS PRIOR TO EXECUTION OF ROUGH IN WORK. 11. ALL RACEWAYS AND NON-CURRENT CARRY METAL ENCLOSURES SHALL BE MECHANICALLY AND ELECTRICALLY GROUNDED. 12. ALL RACEWAYS IN FINISHED AREAS SHALL BE CONCEALED AND ALL OUTLETS IN FINISHED AREAS SHALL BE CONCEALED AND ALL OUTLETS IN FINISHED AREAS SHALL BE MOUNTED FLUSH WITH FINISHED WALLS. 13. ALL WORK SHALL BE RIGIDLY MOUNTED AND SUPPORTED. 14. SWINNING POOL ELECTRICAL INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH LATEST EDITION OF THE NATIONAL ELECTRICAL CODE. 15. ELECTRICAL OUTLETS "RECEPTACLES AND LIGHTING: BELOW BASE FLOOD ELEVATION SHALL BE INSTALLED AT HIGHEST PERMITTED ELEVATION AND SHALL BE INSTALLED ON A "SEPARATE" INDEPENDENT CIRCUIT FROM THOSE IN HABITABLE AREAS. 16. NO APPLIANCE OUTLETS SHALL BE INSTALLED BELOW THE BASE FLOOD ELEVATION. 17. A/C COMPRESSORS SHALL BE INSTALLED ABOVE THE BASE FLOOD ELEVATION. 18. MAIN CIRCUIT BREAKER PANEL SHALL BE INSTALLED ABOVE THE BASE FLOOD ELEVATION. 19. NO RECEPTACLES SHALL BE PERMITTED WITHIN 15 FEET OF A SWIMMING POOL. 20. ALL WATER HEATERS SHALL BE MECHANICALLY GROUNDED. LOAD CALCULATIONS 2280 SFx3W /SF APPLIANCES: (2x1500) EQUIPMENT: RANGE DISH WASHER CLOTHES WASH DRYER WATER HEATER RANGE HOOD REFRIG. FANS (ROOF EXH) = 12,000 1,200 1,500 5,700 6,600 1,200 1,200 1,600 = 6,840 W = 3,000 W 41,400 = 31,000 W TOTAL = 40,840 W 1st 10KW = 10,000 W REMAINDER 30,840x40% = 12,336 W A/C (HEAT ©100 %) = 9,600 W TOTAL = 31,936 W = 133A TOTAL SERVICE LOAD = 173AMPS © 120/240V -1 PHASE (3) #3/0 THWN (CU) IN 1-1/2" CONDUIT UNDERGROUND S BY METER 200A DISC SW 'A' 1 -2 EXIST. GROUND: (1)1/2" COND 8 be 1./ 6' - FOUNDATION STEEL ELECTRICAL DIAGRAM CONNECTED = 11,400KW = (47.5A) 240A (3q r/€1.-THWN (CU) IN 1 -1/2" CONDUIT SCALE: 1/4"= 1' -0" Ov" '11 )0o iii9-7'PZ #6 THWN (CU) IN 3/4" CONDUIT i C' F. 0V►V 0 I)EC 1 1 2003 ID - C: \1Projects \Maxwel1\01- 173p.dwg - Mon, 9 Dec 2002 - 9:29 5:\Maxwell 2001 - 173\01 -173 E -2 Electrical Notes- Details,dwg, Model, 12/5/2003 2:26:17 PM, Steve Delacerda, Steve 0 IuH � C o d LC; ri Il"1 C� r 1 c E a Co) O a Coo] F?) w = A w w LL_ � ROBERT Architecture and Planning AR0010526 221 N. Krome Avenue Homestead, FL 33030 (305)247 -6150 (305)853 -0008 ONCEP I TS,, AND DESIGNS THE PRESSED HEREIN ARE THE SOLE PROPERTY OF THE ARCHITECT. NO USE REPRODUCTION, OR DISSEMINATIOt4 MAY BE MADE OF THIS DOCUMENT AND THE CONCEPTS SET FORTH THEREON FOR ANY PURPOSE WITHOUT THE PRIOR WRITTEN CONSENT OF ROBERT BARNES A RCHIIT CCT�SROBERT BARNES © 2001 REVISIONS D DATE F Altim R 01 -1 73 5REV01 -173P DATE LAST ENTRY 03 -04 -03 DRAWN by CHECKED by DMT JRB DATE ASSIGNED DECEMBER 2001 SCALE AS SHOWN DRAWING NUMBER woo C:11 EXIST BATH, EXIST BEDROOM #1 EXIST FRONT PORCH S: \Maxwell 2001 - 173 \01 -173 M -1 Mechanical plandwg, Model, 12/5/2003 2:26:53 PM, Steve Delacerda, Steve EXIST ENTRY EXIST BATH EXISTING LIVING ROOM EXISTING DINING ROOM EXIST BEDROOM #2 EXIST BEDROOM #3 EXISTING KITCHEN EXIST. DUCT WORK TO — REMAIN. NEW A/C DUCT — CONNECTION TO EXIST. (24x18). o•G i EXIST LIBRARY 4x6 EXISTING UTILITY ROOM 75CFM 60CFM 75CFM 4x61 �— 24x18 4"0 DRYER EXHAUST TO TERMINATE OUTSIDE 6" MIN. ABOVE GRADE. MECHANICAL PLAN SCALE 1/4 = V—o 2302 S.F. UNDER AIR WASH. DRYER CLOSET 0 1 AHU 1 C.U. EXIST PATIO LOSET RELOCATE EXIST. AHU TO THIS NEW LOCATION. MEDIA ROOM 1 250 --- CFM 8x10 4WAY 16x18 H l[n ' 1111111�� 11111r111�1111111111 01 4 111111111111111111111111111111111111111111111111111111111111.11111111111 12x16 POOL ROOM 250 CFM 8x10 4WAY STORAGE 13 =III a c=c [ c r )] Kj n LL_ -4 - C .)_ C)- . L L 9 Q U co) L� (o) g 8c Ina Mil IMO ASSOCIATEb Architecture and Planning AR0010526 221 N. Krome Avenue Homestead, FL 33030 (305)247 -6150 (305)853 -0008 EXIST BATH, EXIST BEDROOM #1 EXIST FRONT PORCH S: \Maxwell 2001 - 173 \01 -173 M -1 Mechanical plandwg, Model, 12/5/2003 2:26:53 PM, Steve Delacerda, Steve EXIST ENTRY EXIST BATH EXISTING LIVING ROOM EXISTING DINING ROOM EXIST BEDROOM #2 EXIST BEDROOM #3 EXISTING KITCHEN EXIST. DUCT WORK TO — REMAIN. NEW A/C DUCT — CONNECTION TO EXIST. (24x18). o•G i EXIST LIBRARY 4x6 EXISTING UTILITY ROOM 75CFM 60CFM 75CFM 4x61 �— 24x18 4"0 DRYER EXHAUST TO TERMINATE OUTSIDE 6" MIN. ABOVE GRADE. MECHANICAL PLAN SCALE 1/4 = V—o 2302 S.F. UNDER AIR WASH. DRYER CLOSET 0 1 AHU 1 C.U. EXIST PATIO LOSET RELOCATE EXIST. AHU TO THIS NEW LOCATION. MEDIA ROOM 1 250 --- CFM 8x10 4WAY 16x18 H l[n ' 1111111�� 11111r111�1111111111 01 4 111111111111111111111111111111111111111111111111111111111111.11111111111 12x16 POOL ROOM 250 CFM 8x10 4WAY STORAGE 13 =III a c=c [ c r )] Kj n LL_ -4 - C .)_ C)- . L L 9 Q U co) L� (o) g 8c Ina Mil IMO ASSOCIATEb Architecture and Planning AR0010526 221 N. Krome Avenue Homestead, FL 33030 (305)247 -6150 (305)853 -0008 AIR CONDITIONING EQUIPMENT SCHEDULE Unit Designation Symbol AHU (EXIST.) DRAWN by DMT Manufacture EXISTING (RELOCATED) Manufacture's Model No. AHU= TWE060P13F CU= TTN060C100 4100 NUMBER SEER /EER Type DX -Split Location Ground 0 erating Weightlbs AHU =178 Ibs CU =331 Ibs Nominal Tons 5.0 Nominal Supply Air CFM 1800 Outside Air CFM 100 (infiltration Total Capacity, B.T.U.H. 63,000 Total Sensible, B.T.U.H. 56,100 0 Entering Air Temp Db /Wb. F 76.8/61.9 Leaving Air Temp dB. /Wb. F. 55.7/52.8 Heating Coil Type Electric Total Heating Capacity, kw 9.60 Number of Steps 1 Electric Services V /Ph /Hz 240/1/60 Total Full Load Amps. AHU =3.1 Cu = 28 Number of Compressors 1 Dimension WxLxH In. AHU =48 "x21 "x19" CU =24 "x24 "x20" Ambient Air Temp F. 95 Horsepower PROJECT NO. 01 - 173 CADD FILE 5REV01 -173P DATE LAST ENTRY 03 -04 -03 DRAWN by DMT CHECKED by JRB DATE ASSIGNED DECEMBER 2001 SCALE AS SHOWN DRAWING R ' -- NUMBER um M -mmed DUCT SCALE: N.T.S. MANUAL VOLUME DAMPER - -- TO DIFFUSER FLEXIBLE DUCT CONNECTION AIR CONDITIONING SYSTEM GENERAL NOTES 1. WORK INCLUDED: PROVIDING HEAT, VENTILATION, AND AIR CONDITIONING SYSTEMS WHERE SHOWN ON THE DRAWING, AS SPECIFIED HEREIN, AND AS NEEDED FOR A COMPLETE AND PROPER INSTALLATION INCLUDING, BUT NOT NECESSARILY LIMITED TO * AIR CONDITIONING SUPPLY AND RETURN DUCTWORK SYSTEM WITH GRILLES, DIFFUSERS, AND REGISTERS. * AIR CONDITIONING UNITS, PIPING AND COMPONENTS, OPERATING AND SAFETY CONTROLS, BLOWERS, MOTORS, FILTERS, AND RELATED ITEM. * EXHAUST SYSTEMS INCLUDING TOILET FANS, MOTORS, DUCTWORK, GRILLS, REGISTERS, CONTROLS, AND REGISTERS. * TEMPERATURE CONTROL SYSTEM INCLUDING LOW VOLTAGE WIRING. * THERMAL INSULATION OF DUCTS AND PIPING. 2. DUCT DIMENSIONS ARE IN INCHES AND CORRESPOND TO INSIDE DIMENSIONS, WITH x HEIGHT. DUCT SYSTEM SHALL COMPLY WITH "NFPA" STANDARD No. 90A AND /PR 90B DUCTWORK AND COMPONENTS S SHALL BE CLASS 1 MATERIALS IN ACCORDANCE WITH U.L. 181 TESTS. FIBERGLASS DUCT SYSTEM STRAIGHT SECTIONS AND FITTINGS SHALL BE REINFORCED BY EITHER OR BOTH OF THE FOLLOWING METHODS: A) TIE ROD REINFORCEMENT AND OR B) CHANNEL REINFORCEMENT. REFER TO THE FIBROUS GLASS DUCT CONSTRUCTION STANDARDS AND MANUFACTURER RECOMMENDATION. LONGITUDINAL SEAMS AND TRANSVERSE JOINTS CLOSURES SHALL COMPLY WITH UL 181 A/P )PRESSURE SENSITIVE ALUMINUM FOIL TAPE) OR 181 A/H (HEAT SELLABLE ALUMINUM FOIL TAPE OR MANUFACTURER'S RECOMMENDATIONS FOR THE USE OF GLASS FABRIC AND MASTIC. DUCT SUPPORT SHALL BE PLACED SO AS TO PROPERLY SUPPORT ALL FITTINGS AND ACCESSORIES WITHOUT PLACING THE TAPED JOINTS UNDER STRESS. 3. COORDINATE LOCATIONS, SIZES AND OPENINGS WITH OTHER TRADES ON THE JOB. A/C CONTRACTOR SHALL PROVIDE THE COMPLETE DUCT SYSTEM WITH TURNING VANES AT ALL ELBOWS, AND INSTALLED SPLINTERS AND DAMPERS AS REQUIRED OR SHOWN ON THE DRAWING. 4. DIFFUSERS SHALL BE SELECTED, LOCATED AND BALANCED IN ORDER THAT THEY DELIVER THE REQUIRED CFM TO THE ENTIRE ROOM EVENLY AND DRAFT FREE TO THE FOLLOWING DESIGN CONDITIONS. INSIDE OUTSIDE RELATIVE HUMIDITY COOLING - 78 dB 91d8 -79 wB 50% TO 60% HEATING - 72 dB 5. ALL FAN, MOTORS, COMPRESSORS, ETC. SHALL BE ISOLATED, AS REQUIRED TO OPERATE QUIETLY SO THAT NO OBJECTIONABLE SOUND WILL BE HEARD IN THE HABITABLE SPACES DUE TO AIR VELOCITY, MOTOR HUM, VIBRATION OR MECHANICAL MOVEMENT. 6. A/C SYSTEM SHALL HAVE 1" AIR FILTERS AS SPECIFIED LOCATION AND AS REQUIRED FOR EASY ACCESSIBILITY. 7. A/C SYSTEM SHALL BE CONTROLLED BY A THERMOSTAT MOUNTED 5' ABOVE FINISH FLOOR. 8. ALL GRILLES AND DIFFUSERS TO BE ALUMINUM CONSTRUCTION. ALL DIFFUSERS SHALL HAVE HIDDEN OPPOSED BLADE DAMPERS. PROVIDE GASKETS ON ALL GRILLES AND DIFFUSERS. 9. UNDERCUT DOORS A.F.F. AS INDICATED 10. ALL REFRIGERANT PIPING SHALL BE COPPER HARD DRAWN TYPE - L -ACR, DEHYDRATED AND SEALED. ALL FITTINGS SHALL BE WROUGHT COPPER. ALL JOINTS SHALL BE MADE WITH HIGH TEMPERATURE BRAZING ALLOY OF NOT LESS THAN 5% SILVER. PIPING INSULATION NOT LESS THAN 3/4" THICK "ARMAFLEX ". LIQUID AND SUCTION LINES SHALL BE SIZED ACCORDING TO EQUIPMENT MANUFACTURER'S RECOMMENDATION FOR EQUIVALENT LENGTH OF PIPING RUN FOR CONNECTED TONNAGE. ALL PIPING ACCESSORIES SHALL BE CONSTRUCTED AS SUGGESTED BY EQUIPMENT MANUFACTURER. PROVIDE FILTER /DRYER AND SIGHT GLASS ON LIQUID LINE. REFRIGERANT PIPING SYSTEM SHALL BE COMPLETED EVACUATED TO 26" VACUUM OF MERCURY GAUGE PRESSURE USING A VACUUM PUMP AND HOLD FOR A MINIMUM OF 24 HOURS. COMPRESSORS SHALL NOT BE USED TO EVACUATED SYSTEMS. CHANGE THE OIL IN THE VACUUM PUMP BEFORE VACUUM IS PULL. VACUUM SHALL BE BROKEN WITH THE OPENING REFRIGERANT. 11. ALL VENTILATION DUCTWORK SHALL BE SHEET METAL INSTALLED ACCORDING TO LAST EDITION OF "SMACNA" AND "ASHRAE" FOR LOW PRESSURE DUCT SYSTEM. FLEXIBLE DUCT SHALL BE CLASS 1 U.L. LISTED, PROVIDE FOSTER 32 -50 AT ALL SHEET METAL DUCT CONNECTIONS. 12. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER TRADES. 13. THE CONTRACTOR SHALL THOROUGHLY EXAMINE THE SITE, SATISFY HIMSELF TO EXISTING CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY FIELD CONDITION AFFECTING HIS WORK. 14. ELECTRIC HEATERS: SHALL BE MOUNTED IN BOX CASING WITH CAPACITIES AS SHOWN IN THE SCHEDULE. HEATERS TO BE U.L. LABELED AND LISTED FOR ZERO CLEARANCE AS A DUCT HEATER. ELEMENTS TO BE OPEN TYPE GRADE A NICHROME WIRE. EACH HEATER ASSEMBLY SHALL BE PROVIDED WITH A HIGH TEMPERATURE LIMIT CONTROLLER LIMIT CONTROLLER WITH A MANUAL RESET, AND WITH A SWITCH TO SHUT DOWN HEATER ON NO AIR FLOW CONDITION. 15. THE WORK SHALL BE PERFORMED ACCORDING WITH THE FLORIDA BUILDING CODE 2001 AND ALL APPLICABLE STANDARDS AND REGULATIONS. 16. TESTING AND BALANCE SHALL BE PERFORMED BY AN INDEPENDENT TEST AND BALANCE CONTRACTOR WHO IS A MEMBER OF ASSOCIATED AIR BALANCE COUNCIL. TEST AND BALANCE REPORT SHALL BE APPROVED BY THE ENGINEER OF RECORD BEFORE CERTIFICATION OF OCCUPANCY. ALL SUPPLY DUCT, RETURN AND EXHAUST DUCT SYSTEM SHALL BE TESTED FOR AIR LEAKS, AND ANY AIR LEAKS SHALL BE FIXED AS REQUIRED. 17. PROVIDE A CONDENSATE DRAIN RUNNING TO APPROVED DRAIN. THE CONDENSATE DRAIN SYSTEM SHALL MEET THE LOCAL PLUMBING CODE REQUIREMENTS. 18. PROVIDE ELECTRICAL DISCONNECTS FOR THE AIR HANDLER AND CONDENSING UNIT. THE SIZE OF THE DISCONNECT SHALL COMPLY WITH THE EQUIPMENT MANUFACTURER'S REQUIREMENT. 19. PROVIDE ALL NECESSARY INSTRUCTIONS TO THE OWNER IN THE OPERATION OF THE MECHANICAL SYSTEMS. 20. INTERLOCK ELECTRIC DUCT HEATERS WITH COMPRESSOR CIRCUIT SO THAT HEATERS DO NOT OPERATE SIMULTANEOUSLY WITH COMPRESSORS. FROM LIGHT SWITCH ROOF BACKDRAFT DAMPER EXHAUST FAN MING ROOF CAP ROOF CURB TOILET CEILING TOILET EXHAUST FAN DETAIL SCALE: N.T.S. WIND DESIGN PER ASCE 7 -98 EXPOSURE CATEGORY: C WIND VELOCITY: 150 MPH BUILDING CATEGORY: 2 IMPORTANCE FACTOR: 1.00 STRAPS OVER COWLING /SHROUD DESIGN UPLIFT: TA 4'x3' = 12 SF UPLIFT: 57.7 PSF X 12 = 692.4 LBS USE 1/8" GWS MTL STRAP 1" WIDE OVER CONDENSING UNIT AND ATTACH TO SLAB W/ (4) ANCHORS: ANCHORS 1/2" = 4/692.4 = 173.1 LBS EACH ANCHOR PULL -OUT 3" = 1,180 LBS > O.K. ALTERNATIVE: USE (4) 3/8" X 1" "TAPPER" TAPCONS INTO CONC SLAB: 880 LBS EACH > 173.1 = O.K. THE STRAPS ARE ALSO ADEQUATE FOR RESISTING OF OVERTURNING OF THE A/C CONDENSER WHEN USED WITH STRAPS AND ANGLES ATTACHMENTS, FOR SIDE WIND LOADS OF -37.9 PSF. CONDENSING UNIT TO BE ATTACHED TO SLAB WITH 1 /4 "x2 "x2" ANGLES EACH CORNER AS INDICATED IN DETAILS (STRAPS TO BE PROVIDED IN ADDITION TO ANGLES). 1/8 "X1" GWS MTL STRAP 1/2"0 EXP BOLT 0 0 • 0 • 0 0 0 0 4 CONDENSING UNIT 0 6 6 4„? 00 *AI liptc 1410" 2 "x2 "x1/4" STL ANGLE - 1/4" CONTIN FILLET WELD SEE STRAP TIE -DOWN DETAIL BELOW 1 /4" /V, 4" CONC SLAB 2 " SUPPLY NEOPRENE PAD VIBRATION ISOLATOR FLOOR 1 /8 "X 1 " GWS MTL STRAP OVER CU W/- #14 SCREWS AIR FLOW -�_- SUPPLY AIR PLENUM AIR AHU MOUNTING DETAIL SCALE: N.T S. 0 AIR HANDLER UNIT GAS LINE AND LIQUID LINE AIR FLOW SUPPLY DUCT CON D. TRAP �-. METAL STAND -- DRAIN TO TERMINATE 6" ABOVE GRADE OR TO DRAIN STACK 1. CONDENSING UNIT 2. COMPRESSOR ACCESS PANEL 3. BACK - SEATED REFRIGERANT VALVE 4. REFRIGERANT SUCTION LINE WITH INSULATION 5. SIGHT GLASS WITH MOISTURE INDICATOR 6. REFRIGERANT LIQUID LINE 7. CONDUIT - POWER NAD CONTROL. 8. REFRIGERANT GAUGE CONNECTION 9. CONDENSER COIL 10. COIL GUARD 11. FAN GUARD 12. CONCRETE PAD IF REQUIRED 13. REFRIGERANT SUCTION LINE FLEX - CONNECTOR 14. 1/8" X 1" GALVANIZED METAL STRAP OVER CONDENSER SHROUD /FAN COWLING ATTACHED TO CONCRETE BASE W /MIN 1 /2" ANCHOR /EXPANSION BOLTS 3" LONG ALL FOUR SIDES, W /MIN (4) #14 SCREWS W /GASKETED WASHERS TO TOP OF CONDENSER SHROUD /FAN COWLING THROUGH STRAPS. NOTE: ISOLATOR TO BE PROVIDED BY ELECTRICAL CONTRACTOR ON ADJACENT WALL CONDENSING UNIT CU - FILTER AND DRYER SIGHT GLASS PIPE INSULATION REFRIGERANT LINES TO AIR HANDLER ial m r 4" CONCRETE BASE y / ///// / V "/ \/ V V \/ V / A/C CONDENSING UNIT DETAILS NOTES: A/C CONDENSING UNIT TO BE INSTALLED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE "MECHANICAL CODE 2001" . THE STRAP TIE -DOWNS AS INDICATED HEREIN IS IN COMPLIANCE WITH THE REQUIREMENTS OF THE CODE AND MEETS THE WIND LOAD REQUIREMENTS IN ACCORDANCE WITH ASCE 7 -98. NOTE: MECHANICAL CONTRACTOR WILL COORDINATE WITH PLUMBING CONTRACTOR CONDENSATE SYSTEM INSTALLATION (TO BE PROVIDED AND INSTALLED BY PLUMBING CONTRACTOR) ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2001 "MECHANICAL" DRAIN LINE SHALL BE AT LEAST THE SAME SIZE AS THE NIPPLE ON THE DRAIN PLAN PERFORATED CAP MIN 12" ABOVE BOTT DRAIN PAN C LEAN 0 UT PITCH DOWN TOWARD DRAIN CLEANOUT 2 2" IN FOR CONTINUATION OF PIPE AND SIZE SEE PLUMBING DWG'S. SCALE: N.T.S. AUXILLARY DRAIN PAN MIN 3" LARGER THAN UNIT WIDTH & LENGTH AND 1-1/2" MIN HIGH PER FBC 2001 ITEM 307.2.4 TYPICAL CONDENSATE DRAIN TRAP DETAIL REVISIQ C l ii te58 'web DEC J 1 I(1f)3 10 15 /03 S: \Maxwell 2001 - 173 \01 -173 M -2 Mechanical Notes - Details.dwg, Model, 12/5/2003 2:27:59 PM, Steve Delacerda, Steve THESE DRAWINGS ID CONCEPTS, ENTTE THE PROPE11'Y REPRODUCTION, QR C DISSEMINATI0N MAY BE MADE OF THIS DOCUMENT AND THE CONCEPTS SET FORTH THEREON FOR ANY PURPOSE WITHOUT THE PRIOR WRITTEN ARCHITEC , R BARNES Sc ASSOCIATES. © 2001 N0.1 REVISIONS DATE c rte, ro , I O IpJ1i1LJ Cn ffU • (o c V7 LC) n - . y L�J n • I i I U Co) .. M co) g Architecture and Planning AR0010526 221 N. Krome Avenue Homestead, FL 33030 (305)247 -6150 (305)853 -0008 T HESE DRAWINGS THE CONCEPTS, AND DESIGNS EXPRESSED HEREIN ARE THE SALE PROPERTY OF THE ARCHITECT. NO REPRODUCTION, OR DISSEMINATION MAY BE CONCEPTS SET THEREON FOR ANY PURPOSE WITHOUT THE PRIOR WRITTEN CONSENT OF ROBERT ARCHITECT, ROBERT BARNES © 2001 I USE BARNES NO. REVISIONS DATE DATE ASSIGNED DECEMBER 2001 SCALE AS SHOWN DRAWING NUMBER s <fl LCD) SteassommowonutnixonsmagniJ 'PROJECT NO. 01 -173 CADD FILE 5REV01 -173P DATE LAST ENTRY 03 -04 -03 DRAWN by DMT CHECKED by JRB DATE ASSIGNED DECEMBER 2001 SCALE AS SHOWN DRAWING NUMBER s <fl LCD) ti EXIST BATH ( J EXIST BEDROOM #1 EXIST FRONT PORCH S:\Maxwell 2001 - 173\01 -173 P -i Plumbing plan,dwg, Model, 12/5/2003 2 :29:57 PM, Steve Defacerda, Steve ( -1 EXIST ENTRY EXIST BATH EXISTING LIVING ROOM EXISTING DINING ROOM EXISTING KITCHEN EXIS1 BEDROOM #2 EXIST BEDROOM #3 EXIST LIBRARY RELOCATE EXIST. W /H. pi 1/2" CW LAV. ". 1/2" H • • 1 /2" CW 2 ', cc S 3" 1 /2 INK " HW / 1 /2 „ CW i �I► NEW 3" SEWER LINE OUT TO NEW SEPTIC TANK 10 F.U. " RELOCATE EXIST. WASHER /DRYER TO THIS NEW LOCATION PLUMBING PLAN SCALE 1 /4" = 1 2302 S.F. UNDER AIR WASH. DRYER 3" VTR AHU EXIST PATIO NEW LOCATION FOR EXIST. W /H. W/H 3/4" PRESSURE RELIEF LINE r -i TO TERMINATE OUTSIDE 6" ABOVE GRADE MIN. CONDENSATE RETURN Sc FREON LINES -4 "PVC SLEEVE 1 -1/8" SUCTION 3/8" LIQUID W/ 3/4 "INSULATION 2 "COND DRAIN POOL ROOM 01111111111111111111101111111111111111118 11111 1111111■1111 HOSE BIBB 1/2" CW EXIST WATER METER WITH 2" SERVICE TO HOUSE \OTE: ALL WATER SUPPLY LI \ES I\ CEILING C O \TRACTOR TO PROVIDE A \TI -SCALD VALVES NOTE: ALL HORIZONTAL SEWER LINES 2" AND LESS TO BE SLOPED 1 /4" PER FOOT ALL HORIZONTAL SEWER LIN SI)c 3" AND GREATER TO BE SL [?; 1 /8" PER FOOT M RD] 0 Cy) a Co) L.n C' upD r= cg) Lam. CD J � f Co) ithr Cr) Jul .c. J w Q J W Architecture and Planning AR0010526 221 N. Krome Avenue Homestead, FL 33030 (305)247 -6150 (305)853 -0008 ,p THESE DRAWINGS THE IDEAS, HEREIN PROPERTY OF THE ARCHITECT. NO USE REPRODUCTION, DISSEMINATION BE MADE QF THIS DOCUMENT AND THE CONCEPTS SET FORTH THEREON FOR ANY PURPOSE WITHOUT THE PRIOR WRITTEN CONSENT OF ROBERT BARNES ARCHIITECCTESROBERT BARNES St ASSOCIT, © 2001 NO. REVISIONS DATE CHECKED by JRB DATE ASSIGNED DECEMBER 2001 SCALE AS SHOWN DRAWING NUMBER E ......i 2-) mill PROJECT N0. 01 - 173 CADD FILE A 5REV01 -173P DATE LAST ENTRY 03 -04 -03 DRAWN by DMT CHECKED by JRB DATE ASSIGNED DECEMBER 2001 SCALE AS SHOWN DRAWING NUMBER E ......i 2-) mill r PLUMBING GENERAL NOTES AND SPECIFICATION 1. A. SCOPE OF WORK THE WORK SHALL INCLUDE ALL PLUMBING AND SHOWN ON THE DRAWINGS, SPECIFIED HEREIN AND OR AS NEEDED FOR A COMPLETE SYSTEM, INCLUDING BUT NOT NECESSARILY LIMITED TO THE FOLLOWING 1. DOMESTIC COLD AND HOT WATER PIPING SYSTEMS. 2. SANITARY DRAIN AND VENT SYSTEMS. 3. PLUMBING FIXTURES AND TRIM. 4. AIR CONDITIONING CONDENSATE DRAIN SYSTEMS. 5. PRESSURE AND TEMPERATURE RELIEF FROM WATER HEATER. 6. PIPING INSULATION. 7. SUPPORTS AND HANGERS. B. ALL PLUMBING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF FLORIDA BUILDING CODE 2001 ORDINANCES AND IN COMPLIANCE WITH THE "FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION," AND "H RS" REGULATION. IN THE EVENT OF CONFLICT BETWEEN ANY CODE OR REGULATIONS, THE MORE STRINGENT REQUIREMENT WILL GOVERN. 2. CONTRACTOR SHALL VERIFY AT SITE THE LOCATION, ELEVATION AND SIZE OF ALL EXISTING LINES FOR CONNECTION BEFORE INSTALLATION OF ANY PIPING. 3. UNDERGROUND METAL PIPING SHALL BE PROTECTED WITH A COAT OF BITUMINOUS COMPOUND BEFORE COVERING. "BITUMASTIC" OR EQUAL. 4. ALL FIXTURES SHALL BE PROTECTED AGAINST WATER HAMMER WITH AIR CHAMBERS OF SHOCK ABSORBERS AS INDICATED ON PLANS. 5. PLUMBING FIXTURES SHALL BE CONSTRUCTED WITH APPROVED MATERIALS, SHALL HAVE SMOOTH IMPERVIOUS SURFACES AND SHALL BE FREE FROM DEFECTS AND CONCEALED FOULING SURFACES. ALL FIXTURE TRIM TO BE CHROME PLATED, FIXTURES SHALL BE PROVIDED WITH SUPPORTS, HANGERS, ETC.. 6. VENT LINES TO EXTEND MIN OF 9" ABOVE ROOF AND FLASH WITH LEAD. 7. WATER PIPE BELOW GROUND SHALL BE COPPER TYPE "K ", ABOVE GROUND TO BE COPPER TYPE "L ". 8. PIPING INSTALLATION. A. SUPPORT ALL PIPE FROM SOUND PORTIONS OF STRUCTURE AND AT PROPER INTERVALS ACCORDING WITH CODE B. PROVIDE SLEEVES FOR ALL PIPING THROUGH FOUNDATIONS, SLABS, OR MASONRY WALLS. CAULK OPENINGS BETWEEN PIPE AND SLEEVES. C. WHERE EXPOSED PIPES PASS THROUGH FLOORS, WALLS, OR CEILINGS, PROVIDE ESCUTCHEONS. FIRMLY SECURE TO THE PIPES AND OF SUFFICIENT OUTSIDE DIAMETER TO COVER THE SLEEVED OPENINGS FOR THE PIPES. PROVIDE CHROMIUM PLATED ESCUTCHEONS IN BATHROOMS. D. WHERE PIPES PASS THROUGH FIRE RATED FLOOR, WALLS, OR CEILINGS, PROVIDE FIRE STOPS, OR FIRE BARRIER PENETRATION SEALING SYSTEMS SHALL BE U.L. LISTED. 9. INSPECTION AND TESTS. CONTRACTOR SHALL BE RESPONSIBLE TO ASK FOR INSPECTION TO THE AUTHORITIES HAVING JURISDICTION AS THE WORK PROGRESS. ALL SYSTEMS SHALL BE TESTED BY CODE AND OR LOCAL REGULATIONS. THE ENTIRE DOMESTIC WATER DISTRIBUTION SYSTEM SHALL BE STERILIZED FOLLOWING CODE PROCEDURES. AFTER STERILIZATION FLUSH THE SYSTEM WITH CLEAN WATER UNTIL SAFE TO BE CONSUMED. 10. UTILITIES CONNECTION PLUMBING CONTRACTOR SHALL VERIFY AT FIELD AND WITH THE UTILITY COMPANIES THE EXACT POINT OF CONNECTION FOR WATER AND SEWER SERVICES BEFORE SUBMITTING A BID OR PRICE FOR HIS WORK. 11. PLUMBING CONTRACTOR IS RESPONSIBLE FOR PERFORMING THE FOLLOWING TEST IN THE PRESENCE OF AN OWNER REPRESENTATIVE. A. ALL WATER PIPING SHALL BE SUBJECT TO HYDROSTATIC PRESSURE TEST OF 100 PSIG. FOR A PERIOD OF TIME SUFFICIENT TO EXAMINE ENTIRE SYSTEM BUT NOT LESS THAN ONE HOUR. ANY FIELD CONDITION AFFECTING HIS WORK. B. DRAINAGE PIPING: BEFORE INSTALLATION OF ANY DRAINS, THE ENDS OF SYSTEMS SHALL BE CAPPED AND ALL LINES FILLED WITH WATER TO HIGHEST POINT AND ALLOWED TO STAND UNTIL INSPECTION IS MADE BY C. CORRECT ALL DEFECTS DISCLOSED BY ABOVE TEST. 12. STERILIZE ALL WATER LINES WITH A MIXTURE OF TWO (2) POUND OF CHLORINATE LIME TO EACH 1,000 GALLONS OF WATER (50 PPM OF AVAILABLE CHLORINE). RETAIN MIXTURE IN PIPE 24 HOURS AND FLUSH THOROUGHLY WITH POTABLE WATER BEFORE PLACING IN SERVICE. 13. COMPLETE SYSTEM, FIXTURES AND EQUIPMENT SHALL BE GIVEN AN IN SERVICE TEST AFTER COMPLETION OF INSTALLATION. 14. PLUMBING CONTRACTOR SHALL FURNISH WRITER GUARANTEE THAT ALL PLUMBING WORK SHALL BE FREE FROM DEFECTS OF MATERIALS AND WORKMANSHIP FOR A PERIOD OF (1) YEAR FROM DATE FROM DATE OF FINAL ACCEPTANCE, AND THAT HE WILL AT HIS EXPENSE REPAIR AND REPLACE ALL WORK WHICH BECOMES DEFECTIVE DURING THE GUARANTEE PERIOD INCLUDING BUT NOT LIMITED TO NECESSARY DEMOLITION, PATCHING, RE- PATCHING AND REFINISHING. 15. PLUMBING CONTRACTOR IS RESPONSIBLE FOR INCLUDING IN HIS BID, THE COST FOR OBTAINING ALL NECESSARY PERMITS REQUIRED TO PERFORM THE SCOPE OF THE WORK AND THE INTENT OF THE CONSTRUCTION DOCUMENTS FORM ALL THE LOCAL AND STATE AUTHORITIES. 16. CONDENSATE DRAIN FROM AIR CONDITIONING UNITS SHALL BE "PVC" SCHEDULE 40 PIPE AND FITTINGS ALL HORIZONTAL RUN SHALL BE INSULATED WITH 1/2" THICK ARMAFLEX PIPE INSULATION OR EQUAL. SLIP PIPE INSULATION AND SEAT BUTT JOINTS. 17. ALL PIPING MATERIALS SHALL BE NEW AND AS FOLLOWS: A. SANITARY WASTE, VENT AND STORM DRAIN PIPING: UNDERGROUND AND ABOVE GROUND PIPING SHALL BE "PVC" PIPE AND FITTINGS SCHEDULE 40. MATERIAL SHALL COMPLY WITH ASTMD -1784, TYPE 1. B. DOMESTIC WATER ABOVE GROUND SHALL BE TYPE "K" COPPER PIPE WITH WROUGHT COPPER SOLDERED JOINT FITTINGS. C. DOMESTIC WATER BELOW GROUND SHALL BE TYPE "L" COPPER PIPE WITH WROUGHT COPPER SOLDERED JOINT FITTINGS. D. PLUMBING FIXTURES SHALL BE AMERICAN STANDARD, ELJER OF KHOLER. E. ELECTRIC WATER HEATERS SHALL BE LOCHINVAR UNLESS OTHERWISE SPECIFIED. SEE SPECIFICATIONS. F. SOLDER ALLOY SHALL BE LEAD FREE. J. PROVIDE DIELECTRIC FITTINGS FOR JOINING DISSIMILAR METALS. LBS. MALLEABLE IRON SCREWED FITTINGS. PIPE 2 -1/2" AND LARGER SHALL BE SCHEDULE 40A BLACK STEEL PIPE, WITH BUTT WELD FITTINGS. 18. INSULATION: A. ALL RECALCULATION HOT WATER PIPE SHALL BE INSULATE WITH 1/2" THICK FIBERGLASS MOLDED INSULATION WITH PRE -SIZE FACTORY APPLIED "FRJ" JACKET OF GLASS CLOTH WITH LONGITUDINAL LAP AND BUTT JOINT STRIPS WITH SELF SEALING ADHESIVE. B. INSULATION SHALL HAVE A MAXIMUM THERMAL CONDUCTIVITY OF 0.26 K FACTOR AT 75 DEG. F. MEAN TEMPERATURE. JACKET INSULATION AND ADHESIVE SHALL HAVE COMPOSITE FIRE AND SMOKE RATINGS AS PER ASTM E84 -75. FINISHING JACKETS SHALL HAVE A MAXIMUM FLAME SPREAD OF 25. 19. HANGERS AND SUPPORTS. A. PROVIDE ADJUSTABLE HANGERS, INSERTS, BRACKETS, ROLLS, CLAMPS AND SUPPLEMENTARY STEEL AS REQUIRED FOR PROPER SUPPORT OF PIPE LINES. PROVIDE HANGERS TO ALLOW FOR EXPANSIONS AND CONTRACTION OF PIPE LINES AND OF ADEQUATE SIZE TO PERMIT COVERING TO RUN CONTINUOUSLY THROUGH HANGERS. PIPING AT EQUIPMENT SUPPORTED INDEPENDENTLY SO THAT NO WEIGHT WILL BE SUPPORTED BY EQUIPMENT. COORDINATE LOCATION OF HANGERS WITH LIGHT FIXTURES, AIR CONDITIONING DUCTWORK AND DIFFUSERS AND WITH EXISTING PIPING SYSTEMS. B. PROVIDE RISER CLAMPS AT EVERY FLOOR. 20. EXISTING CONDITIONS: CONTRACTOR BY AND THROUGH SUBMISSION OF HIS BID, AGREES THAT HE SHALL BE HELD RESPONSIBLE FOR HAVING EXAMINED THE SITE, THE LOCATION OF ALL PROPOSED WORK AND FOR HAVING SATISFIED HIMSELF FROM HIS OWN PERSONAL KNOWLEDGE AND EXPERIENCE OR PROFESSIONAL ADVICE AS TO THE CHARACTER, AND LOCATION OF THE SITE, THE NATURE OF THE EXISTING CONDITIONS, THE LOCATION OF EXISTING UTILITIES AND ANY OTHER CONDITIONS SURROUNDING AND AFFECTING THE WORK, ANY OBSTRUCTIONS, THE NATURE OF EXISTING CONSTRUCTION, AND ALL OTHER PHYSICAL CHARACTERISTICS OF THE JOB, IN ORDER THAT HE MAY INCLUDE IN THE PRICES WHICH HE BIDS ALL COSTS PERTAINING TO THE WORK AND THEREBY PROVIDE FOR THE SATISFACTORY COMPLETION THEREOF. S: \Maxwell 2001 - 173 \01 -173 P -2 Plumbing Notes- Details,dwg, Model, 12/5/2003 2:30:28 PM, Steve Delacerda, Steve u u N CAPACITY = 50 GALLONS E.F. = .89 RELIEF LINE TO EXTERIOR COLD WATER INLET w /VALVE PRESSURE & TEMP. RELIEF VALVE HEAT TRAP, PROVIDE 1" THICK INSULATION ( WHERE REQUIRED ) WATER HEATER ON PRE -FAB METAL STAND SEE PLAN FOR SIZE THERMOSTAT ACCESS PANEL ELECTRIC WATER HEATER-EXIST. N.T.S. ROUGH IN TO 6" ABOVE PROPOSED FINISH GRADE & CAP FINISHED GRADE CUT BACK TO FINISHED GRADE Sc PROVIDE 4" THREADED BRASS CAP , \,\ \ .\ \ , \ << \ / „„„„„, Row IM PAVED AREA 12 "x12 "x6" CONC. COLLAR EXTERIOR CLEAN -OUT DETAIL SCALE: N.T.S. 4" GRAVITY INLET FROM BLDG. AS REQUIERED SEPTIC TANK DETAIL NO SCALE DRAINFIELD SECTION FLOOR SLAB NO SCALE HOSE BIBB DETAIL 1= 1=111 1 NOTE MANHOLE GRADE 4 "0 PERFORATED POLYETHYLENE TUBING BUILDING PAPER COVER BACKFILL TANK AND COVER STEEL REINFORCMENT AND WALL THICKNESS AS PER SFBC CH. 46, SECTION 4615.5 and the lastest industry standards. concrete shall be 3000 psi 28 day lh" HOSE BIBB- w /VAC U U M BREAKER SCALE: N.T.S. 4" GRAVITY INLET FROM BUILDING U ire VIE OEC 1 2003 2 C M El CC `rte n a ri L LL ;r'1 CV) L.LJ X T U I� �� 1L_J) C o JOSS ROBERT : IAT Architecture and Planning AR0010526 221 N. Krome Avenue Homestead, FL 33030 • (305)247 -6150 (305)853 -0008 T 4000 7' Grass 5' Concrete Welk Found 1/2" Aron Pepe 7 9 J 6.3' 1 Found Nail and Disk 2' Curb and Gutter 52' Asphalt Pavement --------\ !i 9' Asphalt Pavement 9. r N90'00'00'E NE 96th STIREB 13.20' Drive 19.70' One Story CBS House 1070 NE 96th Street Garage 1 Elev= 9.78' 34 69 S. 34 35 Floor Elev.= 11.94' 12.30' 12.50' 12.80' Concrete Patio First Patio Step Elev.= 10.39' 75.00' N89'69 °W S90 °00 75.00' 23.10' S. 4.35' 40 00 oo 0 - -9.98- 1500 15' Platted Alley SKETCH OF SURVY Found 1/2" 443.W r Iron Pipe Found 1/2" Aron Pape Block Corner w LEGAL DESCRIPTION LOT 8 ADD THE EAST 1/2 OF LOT 9 BLOCK 81 OF THE PLAT OF "MIAMI SHORES SECTION 3 ", AS RECORDED IN NLAT BOOK 10 AT PAGE 37 OF THE PUBLIC RECORDS OF MIAMI -DJDE COUNTY, FLORIDA. PROPERTY ADDRESS: 1070 NE 96th Street MIAMI- DJ DE COUNTY FOLIO: 11 -3206 -014 -3510 Containirg 10,686 Square Feet, More or Less City of Miami Shores, Florida NOTE: THERE ARE NO WELLS, SEPTIC SYSTEMS OR BODIES OF WATER WITHIN 75 FEET OF THE PROPERTY LINE EXCEPT AS SHOWN. THIS SURVEY IS CERTIFIED TO I. MICHAEL J. MAXWELL 2. JOAN L MAXWELL 3. TITLE GUARANTY OF SOUTH FLORIDA. 4. ATTORNEYS' TITLE INSURANCE FUND, 5. SUN TRUST BANK, its successors and /or assigns Found Nail and Disk 96th STREET T FT 11111 1 13 12 ( 11 1 0 9 / Tl FT 20 1 21 122 123 1 1 25 4 LJ_LLJ_LL NE 95th STREET 24 July 2003 18 OCT 2002 SCALE: 1'- 20' DWN BY: JEB Revised to add Elevations Field Checked and Updated Survey i JAMES BEADMAN AND ASSOC., INC 11501 SW 57th TERRACE MIAMI, FL 33173 (305) 252 -0741 BOUNDARY SURVEY FOR MICHAEL J. MAXWELL DATE: 30 AUG 2001 APVD BY: J.E.B. 7 JEB JEB SHT. 1 OF 1 JOE No.: 4590 INC. INC. SURVEYOR'S CERTIFICATE I HEREBY CERTIFY: THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF D SUR ' TORS AND MAPPERS PURSUANT T SECTION 2.027 F.S. AND CHAFFER 61 . -6 F JAMES E. L13 000349 FLOOD INSURANCE INFORMATION COMMUNITY NUMBER 120652 PANEL NUMBER 0093 J DATE OF FIRM: MARCH 2, 1994. INDEX DATE: 17 JULY 1995. FIRM ZONE: X BASE FLOOD ELEVATION: N/A N P.L.S. NO. 2997 NE 14 19 LOCATION SKETCH SCALE 1" 100' SURVEYORS NOTES: ' BOUNDARY SURVEY WAS PERFORMED 30 AUG 2001. • THE ORIGIN OF BEARINGS WAS THE PLAT AND USING THE CENTERLINE OF NE 96th STREET AS N00•00'00 "E. ' ELEVATIONS ARE NGVD OF 1929, A MIAMI -DADE COUNTY BENCHMARK WAS USED (B -62), LOCATER NUMBER 3250 S, BRASS BAR IN CONCRETE MONUMENT, ELEVATION 8.74 FEET. ' ENCROACHMENTS. IF ANY, ARE AS SHOWN, UNDERGROUND UTILITIES WERE NOT LOCATED FOR THIS SURVEY, EXCEPT AS NOTED BY SURFACE INDICATIONS. * UNLESS 11' BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF FLORIDA LICENSED SURVEYOR AND MAPPER THIS DRAWING, SKETCH PLAT OR MAP IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOT VALID. ' IT I3 A VIOLATION OF THE FLORIDA ADMINISTRATIVE CODE TO ALTER THIS SURVEY WITHOUT THE WRITTEN PERMISSION OF THE SURVEYOR AND /OR JAMES BEADMAN St ASSOC., INC. ' THIS PROPERTY NOT ABSTRACTED FOR RIGHTS OF WAY OR EASEMENTS BY THE SURVEYOR. 9 40 00 Found 1/2" Iron Pipe 7' Grass • 5' Concrete Walk ih v 0 0 *4 8 6.9' Found Nail and Disk 2' Curb and Gutter —9.9( 0 tV A J 9' Asphalt Pavement 52' Asphalt Pavement 7.45 9g $ N90 °00'00 "E NE 96th STREET Asphalt Drive sr • 0 Garage TElev= 938' 13.20' r 19.70' One Story CBS House 1070 NE 96th Street 0 Cri o 12.80' 75.00' N89 °59'50 "W \,5 lave 11MYOOCUMENTSWrawgs 4000 -4999 \4500 \4590 Mike MaxweLdwg, 1217/2003 11:16:03 AM S90 °00'00 "W J tJ 12.50' 75.00' Concrete Patio First Patio Step Elev.= 10.39' 23.10' Floor Elev.= 11.94' 0 co 12.30' 9 4.35' r 40 00 3469 9. 3435 SKHTCH OF SURVHY Found 1/2" Iron Pipe L 15,00 15' Platted Alley Found Nail and Disk 20' 10' 0 20' 44 3.80'' Found 1/2" Iron Pipe Block Corner LEGAL DESCRIPTION LOT 8 AND THE EAST 1/2 OF LOT 9 BLOCK 81 OF THE PLAT OF "MIAMI SHORES SECTION 3 ", AS RECORDED IN PLAT BOOK 10 AT PAGE 37 OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. PROPERTY ADDRESS: 1070 NE 96th Street MIAMI -DADE COUNTY FOLIO: 11- 3206- 014 -3510 Containing 10,686 Square Feet, More or Less City of Miami Shores, Florida NOTE: THERE ARE NO WELLS, SEPTIC SYSTEMS OR BODIES OF WATER WITHIN 75 FEET OF THE PROPERTY LINE EXCEPT AS SHOWN. THIS SURVEY IS CERTIFIED TO: 1, MICHAEL J. MAXWELL 2. JOAN L. MAXWELL 3, TITLE GUARANTY OF SOUTH FLORIDA, 4. ATTORNEYS' TITLE INSURANCE FUND, 5, SUN TRUST BANK, its successors and /or assigns 11111■r•1==..... 96th STREET T T 20 21 NE 95th STREET 24 July 2003 22 23 24 P T 25 Revised to add Elevations 18 OCT 2002 Field Checked and Updated Survey JEB JAMES BEADMAN AND ASSOC., INC 11501 SW 57th TERRACE MIAMI, FL 33173 (305) 252 -0741 BOUNDARY SURVEY FOR MICHAEL J. MAXWELL SCALE: 1 "- 20' DWN BY: JEB DATE: 30 AUG 2001 APP'D BY: J.E.B. SHT. 1 OF 1 JOB No.: 4590 INC. INC. r 16 15 L d T z 17 18 JAMES DMAN P.L.S. NO. 2997 LB Ors 4'3 NE 14 19 FLOOD INSURANCE INFORMATION COMMUNITY NUMBER: 120652 PANEL NUMBER: 0093 J DATE OF FIRM: MARCH 2, 1994. INDEX DATE: 17 JULY 1995. FIRM ZONE: X BASE FLOOD ELEVATION: N/A SURVEYOR'S CERTIFICATE I HEREBY CERTIFY: THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYOR AND MAPPERS PURSUAN 0 ON .: 7 F.S. AND CHAPTER 6j F.A.C. LOCATION SKETCH SCALE 1" = 100' 7 2 SURVEYORS NOTES: • BOUNDARY SURVEY WAS PERFORMED 30 AUG 2001. • THE ORIGIN OF BEARINGS WAS THE PLAT AND USING THE CENTERLINE OF NE 96th STREET AS NOO °00'00 "E • ELEVATIONS ARE NGVD OF 1929, A MIAMI -DADE COUNTY BENCHMARK WAS USED (B -62), LOCATER NUMBER 3250 S, BRASS BAR IN CONCRETE MONUMENT, ELEVATION 8.74 FEET. • ENCROACHMENTS, IF ANY, ARE AS SHOWN, UNDERGROUND UTILITIES WERE NOT LOCATED FOR THIS SURVEY, EXCEPT AS NOTED BY SURFACE INDICATIONS. • UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF FLORIDA LICENSED SURVEYOR AND MAPPER THIS DRAWING, SKETCH PLAT OR MAP IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOT VALID. • IT IS A VIOLATION OF THE FLORIDA ADMINISTRATIVE CODE TO ALTER THIS SURVEY WITHOUT THE WRITTEN PERMISSION OF THE SURVEYOR AND /OR JAMES HEADMAN & ASSOC., INC. I THIS PROPERTY NOT ABSTRACTED FOR RIGHTS OF WAY OR EASEMENTS BY THE SURVEYOR. JEB fycs e /f3 /V/k_ - -. ©/4. r 7'o it 34 J � } � , z ;� 1 _(... Poop!. 4 O ;( Re cA:1s - 6 F (k / ///G/ . 7) Roo.. r&AiP 3o d (s -8'/S '2- k/' $ "FLU 5 //47/ 014 .-Ac- „ 1. U5"E' /6 l4G-6 /4//777 R/G/ c L> .//''7S t 5 L / o /L. .9trzry A9 I Nsxii- /0 //0 /{4.67 76 �S i�: , L1 %VL- -✓ Ls"-C 77/x' ...i4/t!o, : - 1? . -, OIL. C' . e 1� crt .r � cv&c, zawg, re};s:Eat!r,rses .t,, t .<i3' i:tc atrt .1 rein. A11 re nf%;rced sit l r • :r�r ra ?rid roof flastinx • c -• 1C ...', �y �t tat A , . f or ,t a met. Found 1/2" Iron Pipe 9 40 00 7' Grass 6.9' Found Nail and Disk 4 0 2 2004 2' Curb and Gutter 5' Concrete Walk 0 N 9' Asphalt Pavement 9 O N90 °00'00' E NE 96th STREET 52' Asphalt Pavement Asphalt Drive Water Meter 4 4 First Patio Step Garage Elev.= 10.39' • Elev= 9.78' S90 °00'00 "W N89 °59'50 "W 75.00' \\Slave 1\MYD000MENTS\Dra ms 40004999 \4500 \4590 Mike Maxwell.dwg, 12130/2003 10:53•10 AM 75.00' 34 69 9. 34 35 a ° Concrete Patio 4 U - --5.25 POOL 0 �' 40 00 - 9.951^ 9 �9 15.00 15' Platted Alley SKETCH 0 Found 1/2" Iron Pipe 0 Ui Found Nail and Disk 443.80' r — Found 1/2" Iron Pipe — Block Corner NE LEGAL DESCRIPTION W E LOT 8 AND THE EAST 1/2 OF LOT 9 BLOCK 81 OF THE PLAT OF "MIAMI SHORES SECTION 3 ", AS RECORDED IN PLAT BOOK 10 AT PAGE 37 OF THE PUBLIC RECORDS OF MIAMI —DADE COUNTY, FLORIDA. NOTE: THERE ARE NO WELLS, SEPTIC SYSTEMS OR BODIES OF WATER WITHIN 75 FEET OF THE PROPERTY LINE EXCEPT AS SHOWN. THIS SURVEY IS CERTIFIED TO: 1. MICHAEL J. MAXWELL 2. JOAN L. MAXWELL 3. TITLE GUARANTY OF SOUTH FLORIDA, 4, ATTORNEYS' TITLE INSURANCE FUND, 5. SUN TRUST BANK, its successors and /or PROPERTY ADDRESS: 1070 NE 96th Street MIAMI —DADE COUNTY FOLIO: 11- 3206 -014 -3510 Containing 10,686 Square Feet, More or Less City of Miami Shores, Florida as signs SUP VHY INC. INC. r I I 16 15 L _1 T z l 17 1 1 18 LJ FLOOD INSURANCE INFORMATION COMMUNITY NUMBER: 120652 PANEL NUMBER: 0093 J DATE OF FIRM: MARCH 2, 1994. INDEX DATE: 17 JULY 1995. FIRM ZONE: X BASE FLOOD ELEVATION: N/A SURVEYOR'S CERTIFICATE I HEREBY CERTIFY: THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF • D SURVEYORS AND MAPPERS PURSUANT ri SECTION 472.027 F.S. AND CHAPTER % —8 F.A.C. JAMES LB 0 93 MAN P.L.S. NO. 2997 119 LOCATION SKETCH SCALE 1" 100' NE 96th STREET PTT 14 13 20 L_1 NE 95th STREET T — 1 7 I I I 12 111 21 , 22 L' J. 24 L 10 23 Y 25 �T 2 L SURVEYORS NOTES: ' BOUNDARY SURVEY WAS PERFORMED 30 AUG 2001. ' THE ORIGIN OF BEARINGS WAS THE PLAT AND USING THE CENTERLINE OF NE 96th STREET AS NOO °00'00 "E. • ELEVATIONS ARE NGVD OF 1929, A MIAMI —DADE COUNTY BENCHMARK WAS USED (B -62), LOCATER NUMBER 3250 S, BRASS BAR IN CONCRETE MONUMENT, ELEVATION 8.74 FEET. ' ENCROACHMENTS, IF ANY, ARE AS SHOWN, UNDERGROUND UTILITIES WERE NOT LOCATED FOR THIS SURVEY, EXCEPT AS NOTED BY SURFACE INDICATIONS. ' UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF FLORIDA LICENSED SURVEYOR AND MAPPER THIS DRAWING, SKETCH PLAT OR MAP IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOT VALID. 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Ea OT TO N1 THICK Kla..5,5' SURrAE SKIM M ER SALE DECK 1•0X A.BOVE. -- -, E-V L. coNouir I:2" PRE C-is CON.1CRF__TE 1..1(71 1.C.; .0 4 ' • t. • .. .•• • A ' L__ a. RED \YATER TO POOL I NI_ 5_,T5 ° L I N E - A ;-$ • ''.;‹ IO"CONCREJF:-_ CAP \\;// - 5 /5" RODS 4" PLINSTF FINISH/ 8" COINIC RE.-1" Et' BLOCKS Fl ED Vs/ MI LOOSE.- MIX 0F7' BAG CE.IviENT GROU 3/80o e ia1 c /c B 0 T FI WAYS a Rows o F- \.VA / A" VACUUM FITTING 4/ ROUND - GOR1\15.-9-..9 A o z- 5 /8"cp RODS POOL KLEER FILTER SYSTEM II Ii ; j • • TO WASTE _ To VAC UUM 1•"* 4:1 • * PR -- ._.CAST / 4" f / IM • -0 • vosoeux...........sa./...m.vse.........■•••■•,=.01.1.••••■•••■•••••••••■*•■■•••••■•■•••■•111.1.1•1111...1,•••••••••••••• 1•Ilo Vow. ••••040.1.-.21•••..*WARlemal ewer sme. eete • • 4 I '' Pi PE. - I PI PE TYPICAL WALL SECTIONL 011111.0.1010 • 1 • • CONC. COPING ONE- CO LONG CONC. V/AUK IT. KE.YS NONE. FINIS1 N 0 G 3 /6 . ROD a /6 a /0 Gi'X"--10 ROAD ME,1d-1 _ r2005 C/c. T AS SHOWN /a'� DOWe.L5 3 r AS SHOW - 0 - , r •, • • . -.f • • • k • A 11, A • „ k' . ... -,... ,. ...,/ 4 '.- . , ' - ' 4 i.e 't.'• ,.(2, ...—,741... .....7 • ' ..ip s.: , . 4. . 'I_)& . . • . .4 1. .,• , / 0 let uyrr`l7Ct C t r Jw e!t • . } s!o p Colo /� a KIS SN.ge�t`� ' pana _a7_ ¢. l o/? /U4 0 0M• / C 4 ,0 7? el /I4 ( /44f OA 0arn. zr woo b .shoe o /uxxat H,rd / /s, ClCG �W4 fey ae z ¢ to A No /is eirckieN 9 it ! t`h er - 7 6.D eCIO/W c n 4 /,e Tc7f+ W l / � . G! S IN It's t G YV , 21 i1/ { N ( 4' . ' PH4,a & /N. G Q 6:/4 s6 ;/.r r: e Y c 6 - ..T'Q _ :.� " o . 0 ) a . . sa, a_o M / C ,� U S •U V 0/11e. u 4 /i61 . PAn✓&a e. 5 340 4/dg ,fir'✓ �1 7, T • Yv .7 4MP " 40. fin ft {r ca $01 i 4/ 60 tie i/5 . , , . Q.: /ig:' /5. 0 a. ,o I. 0 7-- O (/4/94T/ v vR r .Vet-/ /. 'intel / f�QQ c oirc_ s : l-. ia�v ..;s Mx�• Rio .n �s� f 1.7 - 0 4 e 4";'' t3 Jdt1 ''? f , 1t) : l a f e' el / ad() too 4. 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T 1 - . - -- • - - - • , r • M r i\q/qkieS, Pi9A #-41/24 /%4 ,4 P")::- 7"zi - i iw(7 ) L., FA : 1 ".) 7Z21)' 7 F: r . . ; 4 T V I 1 P kTrel Z■ t 72E7) T ? / ,. --- ; 7r : 1-2: 1A1":4 F Gee', -ED 1 P o J4. (/..4 / • 5 A n T ;ttf Ifee; Mi541 1 1___; - , 7 • S. A.) V _C-i I P NJ ( - , );, e.1.0,-1 37 i 7\ I . %Z., - ?%1 i.„1 T) ;i-1 (,) \—,/ el.- - r?, .1 — .---:: c: --;\ -, -t r?.... (0 .4o 1--i. 7 5 - . 16 --F.:) --/---. ri'---) - si---00.3 . - "1";)L-R- e T, --..`-..1.-•,....,: ----- --i? -- ej c7 I 1 /4 J. B. FORD CO. 1774 W. Flagler Street MIAMI 38, FLORIDA Telephones : 9 -3508 82 -0027 ,-0,&• / /� O O. ( /l/Ar'e �d f/�1' �S ,F' °'�i /'.' /1/ /,xji Za,lie „Vcw !1 j' . / /c” ORDER NO. // ;; z i'vtg 1 y I HEREBY CERTIFY that the attached sketch represents a survey made under my direction and is true and correct to the best of mjjinowjedge and belie . There are no, ncroa ' t�s prp�t" a ay9n. e REOISTERE1fAIJD SURVEYORS 427 5!trti��J of b)/ /c1 -/.iJ / /r /.0 /) A ( d/ According to the Plat thereof as recorded in Plat Book Public Records of Dade County, Florida. F •De4// F. B. /44 - 2/ STATE OF FLORIDA o r _ fi6C -- 7 ,Je .0 �J r �. �v4 G 4/ f /0 Date /f'1;;/ I /,h),` , at Page, ' • ; r n • r T�fi' � 7 ,7 0, d f • .-_i 1'1, f , 1