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BP-03-1814 (2)'S• COPING (OPTIONAL) ALTERNATE Pp0L c%EcK INTERLOCKING PAVERS ON COMPACTED SAND 4" GONG. SLAB WITH 6x6, A1.4x A 1.4WWM ON COMPACTED FILL MN NMI IMO EMI V /I. 8 "x8" GONG. FOOTING II II_ -1 I WITH (I) # 5 CONT. PNEUMATICALLY PLACED CONCRETE WALLS : " CONE. THROUGHOUT REINFORCING # @ 0.G. VERT. LEGAL DESCRIPTION _ LOT VIS ON5 �El3�}� �G (.4e. F6e Anna LvT d LESS E,4SrEn cy 25 SEE% BLQe J +� ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 44 AT PAGE'' OF THE PUBLIC RECORDS OF '''4■`1 - -oA ,OE COUNTY, FLORIDA. Z.- SLOPE NOT TO EXCEED hl TO 5 FOOT DEPTH. OVER 5 FEET �,- •fir• rr ►y•`.r - LLY RIGID MATERIAL W1XH A SMOOTH, SLIP RESISTANT FINISH III =III= ' I I III- 2 8 "x8" THICKENED EDGE WITH (I) #5 CONT. # @ O.G. HOR. TO Wald' RAYa BOTTOM OF REINPORGIN [ fR II —III — III -1' �� —MAIN DRAIN AND GRAVEL SUMP WITH HYDROSTATIC VALVE /2;10 PVC. SUCTION TO PUMP ly2 "o AIR VENT. STACK W/ SCREEN GAP u2"0 AIR VENT. PRESSURE GAUGE 4 PRESSURE RELIEF VALVE 1;0 PVC. HYDROSTATIC VALVE WITH GRAVEL SUMP. ( AT POOL ONLY). TERMINATE AIR VENT VACUUM RELIEF AS CLOSE AS POSSIBLE TO DBL. DRAINS (SEE PLAN) (s o HP PUMP WITH HAIR LINT STRAINER FILTER DRAIN 16" WASTE (SEE NOTE IO) POOL REQUIREMENTS: SELF- CLOSING/ SELF- LOCKING GATES REQUIRED FENCE: 4' HIGH (MIN.) AND NON - GLIMBABLE IF NEIGHBORS REMOVE FENCE/ WALL, OWNER MUST REPLACE WITH A 4' FENCE ON OWNER'S PROPERTY > ..� LI I< ; 1■1 .To dIJ cm 1,6 HetH. 514E N LINK 51-041 et '2 .. oltij,`" ^�G ' r er Ta' Ir - 114q MOH cISINA I//44. gt4x. FENCE AROUND - ,... ..., THE POOL �-,REA IN ACCORDANCE WITH' ZONING CODE NOTE 11 Fog MINIMUM REQUIREMENTS EXISTING 6A7;E(s) . Q BE' - F- 0 LO5IN6 .* SELF - LATCHING ' ECRU I PMENT MOTES NO UNDERGROUND SUCTION LINES (2)S" OR LESS) WITH 010° BENDS ANCHOR POOL EQUIPMENT TO CONCRETE SLAB PROVIDE MINIMUM OF(4) -%' TAPCONS PER UNIT. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO START OF WORK AND NOTIFY ARCHITECT / ENGINEER OF ANY DISCREPANCY IN THE DRAWINGS AND OB'T'AIN HIS APPROVAL BEFORE PROCEEDING WITH WORK. POOL COPING DECK 18" to 24" N AL NOTES IN ACCORDANCE WITH FBC. 2001 SECTION 424.2 I. ALL POOL GUNITE OR CONCRETE SHALL ATTAIN 4000 PSI. COMPRESSIVE STRENGTH WITHIN 28 DAYS. A/C•06 2. REINFORCING SHALL BE NEW BILLET STEEL CONFORMING TO ASTM A6I5, GRADE 60. 3. ALL PIPING SHALL BE PVC SCHEDULE 40, APPROVED FOR USE IN POTABLE WATER AND COMPLY WITH F. 2001 PLUMBING CODE , USING PURPLE PRIMER AT CEMENTED JOINTS TEST TO 35 PSI. WATER VELOCITY TO COMPLY WITH FBG 424.2.63 / ANSI NSPI -5 19"15 41.2. —I I— IJ -1J1 -111 I 1 =1� —I - "I— Ili= 1Ii= 1l1 =iI1 —III k" AT> R LEVEL RANGE 3 BASKET CAPACITY 15 CU.IN. WATER LEVEL • • 1J ll PIPE SIZE DIAM. 1.5" 2" 2.5" SUPPLY (GPM) (V < 10 FPS) 60 100 145 225 400 'POOL !BARRIER' - ALARM NOTES FLORIDA BUILDING CODE 2001 424.2.1/.1.4 WHERE A WALL 0P A DWELLING SERVES AS PART OP THE BARRIER, ONE OF THE FOLLOWING SHALL APPLY: . I. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 201/ THAT HA5 A MINIMUM BOUND PRESSURE RATING OP 85 d0 A AT 10 FEET AND 15 EITHER HARD -WIRED OR THE PLUG -IN TYPE. 71-1E EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR AND ITS SCREEN ARE OPENED. THE ALARM SHALL SOUND IMMEDIATELY AFTER THE DOOR 15 OPENED AND BE CAPABLE OF BEING HEARD THROUGHOUT THE HOUSE DURING NORMAL HOUSEHOLD ACTIVITIES. < IMMER fcs :ter,. < (A) !'MATER LEVEL : (") Q (1W) POOL DEPTH : F Q (C) FLOOD CRITERIA,: t")**) ___lam_ J p (E?) POOL BOTTOM ELEVATION -- f> 1'%i j d (E) UP -LIFT HEAD : +.__4_4 O (F) HYDROSTATIC VALVE : -'110 all (G) BOTTOM AND WALL SLABS : S TOTAL ADJUpTED HEAD (E +F +G) NOTE: •/ NOTIFY ENGINEER IF POOL ELEVATION DIFFERS THESE FLANS r_..-n Mti ::"aTA.- .I ..c N FEET MSL FEET FEET MSL PEET MSL FEET FEET PEET FEET PROM EXT. REIN!. FOR #8 SOLID COPPER GROUND WIRE FOR GROUNDING POOL DECK " GONG. WITH O.G. VERT. o.C,. HOR. CONTRASTING 2" TILE TRIM TYP. AT ALL STEPS AND BENCHES SINIMDUi OR SEAT TREADS (5) 10" MIN. MANUFACTURER WATER LINE MODEL snmour_c. ‘ .seAT 7P, , . g -OAK F FILTER AREA (SQ.FT) MANUFACTURER 9 POOL BOTTOM m- L `�' 0 1ri GPM HP j:l;MA D PUMP GPM* FT. HEAD REQUIRED PLOW RATE (OPERATING 12 HRS /DAY) GPM RECOMMENDEDED FLOW RATE (OPERATING 8 l•iRS /DAY) Z- GPM POOL TURNOVER 12+ HRS. ---4PA--TIANGYfin + MODEL (ca) RISER HEIGHT MUST- BE UNIFORM (b) +/- 2" FROM THE UNIFORM RISER HEIGHT (c) CONTRASTING TILE AT EDGE STF'S SETA 1 L ITEM AREA CAPACITY POOL DATA SPA DATA SO.FT. aoo GALS. SQ.FT. LN.FT. >>_ r. SUCTION ((:,,PM) t2f =.%),. 50 ' 8C) 120 115 .. 315 4. INSTALLATION OF LIGHTS, JUNCTION BOXES, GROUNDS ETC. SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 27 OF THE FBG 2001. 5. THE OWNER SHALL FURNISH ADEQUATE ELECTRICAL SERVICE FOR THE OPERATION OF THE MOTORS, HEATERS, LIGHTS, ETC. THE OWNER SHALL PROVIDE A DISCONNECT SWITCH AT THE POOL EQUIPMENT LOCATION IF IT IS NOT WITHIN 50 FEET OF THE FUSED SWITCH SERVICE POINT. 6. THE POOL PUMP MOTOR, LIGHT, HANDRAILS AND LADDER OR GRAB RAILS SHALL BE BONDED TO THE POOL STEEL WITH A # 8 SOLID COPPER WIRE IN A I" NON - CORROSIVE CONDUIT. 1. PUMP EQUIPMENT (INCLUDING FILTER AND /OR HEATER) SHALL BE LOCATED ABOVE THE REQUIRED BASE FLOOD ELEVATION OR FLOODPROOFED AND ON A ONE PIECE CONCRETE SLAB WITH (4)-4" TAPCONS EACH PIECE. S. ON SITE INSPECTION INDICATES SAND AND ROCK WIT A BARING CAPACITY OF 2.0 KSF. THE CONTRACT° SHALL NOTIFY THE ENGINEER IF OTHER CONDITION ARE ENCOUNTERED. ALL PATIO CONCRETE SHALL ATTAIN 3000 PSI.. COMPRESSIVE STRENGTH WITHIN 28 DAYS. 10. POOL WATER DISPOSAL SHALL BE IN ACCORDANCE WITH FBG SECTION 424.2. OR LOCAL AUTHORITIES. 1I. THE OWNER SHALL PROVIDE A SCREEN ENCLOSURE, FENCE, OR WALL WITH SELF - CLOSING AND SELF - LATCHING GATE ( SEE DETAIL FOR MINIMUM REQUIREMENTS IN ACCORDANCE WITH ZONING CODE REQUIREMENTS AND FBG. 2001 424.2.17 POOL BARRIER REQUIREMENTS; 12. OWNER AND BUILDER SHALL BE RESPONSIBLE FOR ACQUIRING RELEASES FROM UTILITY COMPANIES FOR ALL PROPOSED CONSTRUCTION WITHIN ANY UTILITY EASEMENT OR RIGHT -OF -WAY. 13. ALL PIPING` RUNS ARE . DRAIN FOR . CLARITY AND DO NOT NECESSARILY SHON EXACT ROUTING CONTRACTOR SHALL • INSTALL PIPES NM{ AS FEI^1 CHANGES IN .; DIRECTION AS JOBSITE CONDITIONS sNIL THE ALARM SHALL BE EQUIPPED WITH. A MANUAL MEANS TO TEMPORARILY DEACTIVATE THE ALARM F2,R SI Ncp,,44 .O „f . ._ _ .DE I. . TI 11-4r.! DEAGTlVAT ON SWITCH" SHALL. BE. L.OGATED AT LEAST INCHES '.ABOVE THE THRESHOLD'` or THE DOOR. • . Sao' //c9 •�Z 5'c✓ / fdLi A. SCREENED OR PROTECTED WINDOWS HAVING- A BOTTOM SILL HEIGHT OF 48 INCHES OR MORE MEASURED FROM THE INTERIOR FINISHED FLOOR AT THE POOL ACCESS LEVEL. B. WINDOWS FACING THE POOL ON FLOOR ABOVE THE FIRST STORY. G. SCREENED OR PROTECTED PASS - THROUGH KITCHEN WINDOWS 42 INCHES OR HIGHER WITH A COUNTER BENEATH. 2. ALL DOORS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL MUST BE EQUIPPED WITH • A SELF- CLOSI.N6, SELF-La TCHIN6 DEVICES WITH POSITIVE MECHANICAL LATCHING/LOCKING INSTALLED A MINIMUM OF 54 INCHES ABOVE THE THRESHOLD, WHICH 15 APPROVED BY THE AUTHORITY HAVING JURISDICTION. GALL 48 HOURS BEFORE YOU DIG IN FLORIDA IT'S TI-10 LAYV. I- BOO -432- 47'70 SUNSHINE STATE ONE GALL OF FLORIDA, INC FP$L (305) 341 -5100 -..... — — Oamommearmsola.Maxwai. .101 ELEpTRI. LE6ENO ®POOL LIGHT SWITCH °TRANSFORMER °JUNCTION BOX ° TIME CLOCK °CFI RECEPTACLE ©POOL PUMP OD JUNCTION BOX AND PUMP SWITCH SOLID (CU) GiPER GROUND WIFE dJ 4' MIN. DECK b3 ELECTRIC NOTES ALL POOL ELECTRICAL WORK SHALL COMPLY WITH N.E.G. PER -FBG 2001 CHAPTER 2/. 10' MINI. -20' MAX. 3 # 12 II/2" G REvISION DESCRIPTION NO OVERHEAD ELECTRI(:., WRING 51•IALL BE LOCATED WITHIN 10' POGL'3 WAT,E . • • # 8 SOLID (CU) -I" NON - CORROSIVE CONDUIT Pp AL PUMP ++ AMPS O.L. " No 121365 E.B. No 0001609 I?Av1 S ENGINEERS PA. leo 't,4MIAMI CANAL ROAD HIAMI, FLORIDA 33144 (30 5) 266-25&e. PRIOR TO ELECTRICAL ROUGH, ELECTRICAL GONTRAG T C R - dALI,, SU MIT A REVISION TO THESE DRAWINGS SFO■INC7 SERVICE WITH APPITION:AL LOADS, GALC:ULATIONS AND EXPECTED AS - BUILT CONFIGURATION IF DIFFERENT FROM T HE .S, WING S ... . 4.. ' MIN. UNDERWATER LIGHT OR DRY NICHE 300 WATTS- 12 VOLT, REMOVABLE J L ET IGAL r:)IAORAM Puri, JOB No: a� wr• DATE: o4!- I %_ t a� t I�,,4a3Ib 1 0 1 !old Tor Cont40 W s!111111111111111I 1,:;:j • PI '(- 1NF, a) $(44:4Vfx c?Nc, I�I� — � Cam.; cErAi 1.4 s. ssrawr. � P s � r NOT _.. •,. t I: ALL REINFORCEMENT STEEL SHALL BE NEW BILLET STEEL CONFORMING TO. ASTM AbIS, GRADE O. 2: UNLESS OTHERWISE NOTED, ALL DETAILING, Y . FABRICATION, AND PLACING OF REINFORCING STEEL` SHALL CONFORM TO me MANUAL OF STANDARD PRACTICE FOR DETAILING -REINFORCED. CONCRETE MEMBER6. 3. LAF ALL .BAR SPLICES 30 BAR DIAMETERS" (i2 "; MIN.) • UNLESS OTHER- WI$E.NOtED. . • • 4. ALL CONCRETE SHALL DEVELOP A MINIMUM OF X00 PSI COMPRESSIVE STRENGTH IN .20 DAYS UNLESS NOTED. We O. e 5. WIRE. MESH REINFORG3=MENT • SHALL. BE :WELDED • SMOOTH WIRE FABRIC CONFORMING TO. ASTM • .AI65-701 WITH A YIELD STRENGTH OP. 60,000 PSI. 6. WIRE MESH INFORcEM NT SHALL LAP ONE FULL. MESH +2" AND BE SECUI ELY WIRED AT EACH Sll7E AND END. : . . • "f. MINIMUM COYER FOR REINFORCING STEEL: UNLESS -• OTHERWISE NOTED SHALL BE: . A. CONCRETE _per- EPOSITED • AGAINST THE: GROUND. 8.... CONCRETE' EXPDSED 10 THE WEATHER OR IN CONTACT WITH `SHE GROUND . r 1:0' a, IL ' . s i. .1IR 9, worn r: i I n viii i/ was nun w Nir _ .. k,.. ni.iiimi •' G.,,d BEAMS (OVER MAIN REINFORCING) • D. '. SLAB ON GRADE • (NON STRUCTURAL) . • • t.• E.• COLUMNS (OVER MAIN REINFORCING) . do CENTER LINE �'l EDLIARDO J. CANTO P BtRtZTUR4L ENGINEER P.E. No. 56845 PILING NOTES . AUGERGAST CONCRETE PILES MUST BE MANUFACTURED AND DRIVEN ACCORDING TO THE S.FB.G. PILE INSTALLATION MUST BE INSPECTED AND CERTIFIED , .I3Y`AN APPROVED TESTING LABORATORY. PILE SAFE SEARING CAPACItY t S6 TOIoN = 1p PILE. DIAMETER r 14" DIA. (8 REQUIRED) . PILE RE I NFOPG (N6 : 4 s PLACED THE . F uLL LENGTH,. AND * 3 TIES AT 3 qc, DATE O.L. M No 12'1365 E.B No 0P>618t9 i,Avl a NG IN S PA. -100 TAM IAM I : CAN,41... LOA MIAMI, ... FLO1I- A . ' 63144 (3®E) ig PRIOR TO INSTALLATION OF ROUGH CHECK ELECTRIC WIr1N,^a EQUIPMENT' PLATE DA1A OF A/C AND EQUIPMENT, NOT' WATER HEATERS R EQUIPMENT YO ()STAIN CORRECT WRE SIZES MO OVERcLIRRINT PROTECTION, kiln? 3i SLIOJ CT To ELECTRICAL INSPECTION. k55 \ F r ! A rtf'; APPROM 1 ZONiNG ckeiA Pci,LC v 93 44 sic $ S i RJCTURAL POOL REQUIREMENTS: SELF - CLOSING/ SELF- LOCKi: GATES REQUIRED FENCE: 4' HIGH (MIN.) AND NON - CLIMBABLE IF NEIGHBORS REMOVE FENC Ei WALL, OWNER MUST REPLACE WITH A 4' FENCE ON OWNER'S PROPERTY ELECTRsCAL (64.4 it/Sc :;LI$JECT TO COMPLIANCE WITH ALL rEL}ERi L. °" ',,TATE A D;COLI TY RUES AND REGUTAIIONS UVV 1 100.36' NEW 40' -0" FUTURE POOL (BY OTHER) SEPARATE PERMIT IS REQUIRED NEW 6.0' WOOD FENCE 13.13' v. .....- Aar A... ,,,as .a PROPOSED TERRACE d , / / 52.35' PROP ADDI 20.85' WOAD. DOOR (36 "XX ) W/ SELF LA CHINE` DEVICE FOR POOL`" ENCLOSURE CODE c'4 WOO, DOOR 2(48 "X W/ SELF LATCHING; DEVICE FOR POOL ENCLOSURE CODE 1 1/4 WATER LINE 21.55' L- LLLL_LL_LL_ LLLLLLLLLLLL 1 1 1 1 1 1 1 1 1 1 1 1 18X18 STEPPING STONES- LLLLLLLLLLLL CONC. PAVERS 10.5' 18.5' EXIST. BATH 1 UTILITY TO REMAIN GARAGE TO REMAIN 100.00' PROPERTY LINE 93 STREET SITE NOTE 1: EDGE OF PAVE NT PLAN 3/32 " =1' -0" THERE ARE NOT PERTINENT FEATURES ON ADJACENT PROPERTIESAND ACROSS THE STREET THAT MAY AFFECT THE SYSTEM INSTALLATION. SOIL STATEMENT : UPON VISUAL INSPECTION OF THE SITE INDICATES UNDISTURBED SAND AND LOOSE ROCK WITH A BEARING PRESSURE CAPACITY OF 2,000 PSF . THE SITE HAS BEEN OBSERVED AND THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE DESIGNED IS BASED LETER WILL BE SUBMITED AFTER THE GROUND HAS BEEN BROKEN W ALL NAILS AND CONECTOR SHALL BE GALVANIZED 2X4 No 3 P.T WOOD RAILS (3) MIN. ATTACHED TO WOOD POST WITH MIN. (4) 10d NAILS FENCE HEIGHT ABOVE GRADE 6' -0" POST SPACING 4' -0 "o /c WOOD PICKETS,5 /8" MIN.DRESED THICKNES. ATTACH EACH PICKET TO RAIL WITH (2) 18 GA. STAPLES 1 -3/4" LONG. —4X4 No. 2 p.t. WOOD POST A . 44 .A. OD SCALE : N.T.S. INC DFS �G D r L\ I POOL TO REMAIN 0 O O O 0 (8' -5" CEILING ) KITCHEN TO REMAIN DINING TO REMAIN (8' -5" CEILING ) LJ LJ LJ L■ 0 0000 .TAIL L • -GAL FAMILY TO REMAIN (8' -5" CEILING ) r BOT. OF DROP CEILING ELEV. =7' -5" LIVING TO REMAIN (8' -5" CEILING ) DEMOLISH CONCRETE SLAB REMOVE DOOR BLOCK UP BLOCK UP WINDOW OPENING WINDOW OPENING (8' -5" CEILING ) BATH (8' -5" CEILING ) W.I.C. TO REMAIN MASTER BEDROOM TO REMAIN (8' -5" CEILING ) HALL (8' -5" CEILING ) BOT. OF DROP CEILING ELEV. =7' -5" ,NEW A /C -SCR 0 BA BEDROOM 2 TO REMAIN (8' -5" CEILING ) = XIS1I \G FLOOR PLA\ SCALE: RT0N 1/4" = 1' -0" LOT 7 LESS WLY 25 FT at LOT 8 LESS ELY 25 FT BLOCK 1 OF 1 BAY LURE SUB. ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLATBOOK 44 AT PAGE -63 OF THE PUBLIC RECORDS OF DADE COUNTY FLORIDA DEN OLITIO \ WALL LEGEND EXISTING BUILDING ELEMENT TO REMAING M/ / / //,I EXISTING BUILDING ELEMENT TO BE REMOVED DEMOLITIO\ NOTES 1- CONTRACTOR IS RESPONSABLE FOR VERIFYING ALL EXISTING CONDITION PRIOR TO COMMENCING WORK 2 -G.C. IS RESPONSABLE FOR THE STORAGE AND DISPOSAL OF DEBRIS CAUSED BY ANY DEMOLITION REQUIRED BY THIS JOB 3- G.C. IS RESPONSABLE FOR PROVIDING BARRICADES TO STOP ANY PEDESTRIAN TRAFFIC AT THE AREA FOR CONSTRUCTION 4- IN THE EVENT THAT ANY DISCREPANCES ARE FOUND DURING THE DEMOLITION STAGE, THE G.C. IS RESPONSABLE FOR NOTIFYING THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK 5- ALL ABANDONED PLUMBING PIPES BELOW SLAB AND INSIDE WALLS SHALL BE CAPPED OFF 6- ALL ELECTRICAL OUTLETS, FIXTURES AND EQUIPMENT THAT IS REMOVED SHALL HAVE ALL WIRES PULL BACK ALL THE WAY TO THE POINT OF ORIGING PROVIDE 3 -1/2" BATT INSULAT1ON• WITHING 7- G.C. IS RESPONSABLE FOR NOTIFYING THE ARCHITECT OF ANY GAS LINES,OR FUEL STORAGE TANKS FOUND IN THE PATH OF CONSTRUCTION PRIOR TO REMOVAL 8- G.C. SHALL KEEP THE JOB SITE CLEAN AND CLEAR OF ANY DEBRIS THAT MAY OCCUR DUE TO THE SCOPE OF WORK. 9- G.C. IS RESPONSABLE FOR PATCHING UP ANY AREA DAMAGED DUE TO THE DEMOLITION OR CONSTRUCTION OF THIS PROJECT. 10- G.C. SHALL DISCONNECT ALL EXISTING UTILITIES PRIOR TO COMENCING WORK. REVISION1 REVISIONS REVISION4 SI IH T Al 100.36' OD FE 40' -0" FUTURE POOL (BY OTHER) SEPARATE PERMIT IS REQUIRED NEW 6.0' WOOD FENCE PROP ADDI 13.13' 52.35' 20.85' WOOD DOOR W/ SELF LA DEVICE FOR ENCLOSURE " (30X) CHINE POOL CODE b WOOD;,: DOOR. 2(48 "X' ) f/ S EF LATCHING ENCLOSURE CODE 21.55' 14.5' 1 1 /4" WATER LINE L _CELL L��L_LLLL LLLLLLLL ETYLtilVE LLLLLLLL LLCML_.L LLLLL LLLLL LLLLL-0 STONES - LLLLL 14.5' 1 1 1 1 l 1 1 1 1 1 1 _I I CONC. PAVERS 0 N ri 10.5' 17.5' 100.00' PROPERTY UNE 13.0' 18.5' 12' HIGH STREET TREES4. EDGE OF PAVE NT 93 STR -T SITE PLA\ 3/32 " =1' -0" \ 0 T 1: THERE ARE NOT PERTINENT FEATURES ON ADJACENT PROPERTIESAND ACROSS THE STREET THAT MAY AFFECT THE SYSTEM INSTALLATION. SOIL STATE VE \T UPON VISUAL INSPECTION OF THE SITE INDICATES UNDISTURBED SAND AND LOOSE ROCK WITH A BEARING PRESSURE CAPACITY OF 2,000 PSF THE SITE HAS BEEN OBSERVED AND THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE DESIGNED IS BASED LETER WILL BE SUBMITED AFTER THE GROUND HAS BEEN BROKEN 1 EXIST. BATH 1 UTILITY TO REMAIN ��'��An ovo ommWe.e • etV!L nVeIMW W494 O rev GARAGE TO REMAIN '4 ALL NAILS AND CONECTOR SHALL BE GALVANIZED 2X4 No 3 P.T WOOD RAILS (3) MIN. ATTACHED TO WOOD POST WITH MIN. (4) 10d NAILS FENCE HEIGHT ABOVE GRADE 6' -0" POST SPACING 4'— 0 "o /c WOOD PICKETS,5 /8" MIN.DRESED THICKNES. ATTACH EACH PICKET TO RAIL WITH (2) 18 GA. STAPLES 1 -3/4" LONG. 4X4 No. 2 p.t. WOOD POST a 4 4 4 4 4. 44 .4. 4 WOOD F SCALE : N.T.S. C DIS CD POOL TO REMAIN O 0 0 0 (8' -5" CEILING ) KITCHEN TO REMAIN DINING TO REMAIN (8' -5" CEILING ) A L L C LJ M LJ 000OL=1 L GAL D FAMILY TO REMAIN (8' -5" CEILING ) BOT. OF DROP CEILING ELEV.= T-5" LIVING TO REMAIN (8' -5" CEILING ) i