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1230 NE 91 Terr (9)f, 461 �t 4 , "J ? 1 fr c h )BS or /'LiIA/ a T-..t.,..- ...;7w n ..' < Ct. .'ca+w • ;w: .,;ter ct f', r• w..T.aV + -+.M._ •t 1..I t ..C 1 - T .-- t- - 4 ( /f va 0/4/1 a - - -- Tr1Zc /CIVRAI Ac [/M. (,r7 I/0A _ki__ sA'C i/air , 4 . t ?/ /"LAM ►S k , . 095 AtvM • 1 /' ►" 6L1%. ..i1 1 411 5 4 1' , N4lN eE 3 /8 4 :5 tx ":1,1 1( c. 4 6 :4 4 s- Alc*. 0 • _> I. '30, r fir r/ cAPr -to /5 rebr MM.p4lc pe•n rzoe4( ROZI10 /4 c•f. CRIP N'Q,e/c�Rles cc /Ps -� 2 sc I Lo <K, !,t . col. WALL SfcT /c0N TAM(' C c UM1 / qty S C OA/ (k /s'7/Ai Sext k. ) I 2 )Zd S pi. 4 MET. /1/Jr://01.-.1 r.X11, f'l 44 r 4(4., t/rt, /Nl•4 ; (;" S'✓p. e)eAM 7 • / %"t s'e4s; Ace/A1 AM;wQR t 42 /57 5 "./Fool fi 3#x �. // • Co" l' /D'• o' 4 , . / 1'S e.• 1 2 , 3 " x 3,, l'• _ _-- -- ' -, 2' - x 3" 41.00 Cot. j __,, 5101.4p OR /c,1~ c.RAy c s� r Eti'r r-r ' . � t r . _ ` .. . 2 5% t ;x ccAJ rfcTio V ' ' A , 37Z2 f 3 /4 " PIAAIr tLg✓A'tI0 cR i\ 1 t t h. F. ,Q — f? iQ //�.4//.t 7 . , . P. n,7M `3 j/ *.a . : : ,.,,,. t ,. -,., 0lf/' /f/Q NA'rieco '2. SPEARS 1L3o1Vw �.g1- regg, -1.1(1-1.1"1:1 ,_ H 1 M h fM R R l 1` °. A 4/? 9 / s . -ex x 4 ee d oA" ! L 1 F3'- c' / a" c -- 11 - 65, r-0 t3; 4 1/ P9 U/ t C/'V E'/"' a/4, 4 01 *J4 1 WAY 4./ x • 31: c'4, E.a. 7)'x xp, dir t. _ 1:1`k G" 10 // q sN • SECY /oAJS TA s' 'p' ,v el A. THIS ORAWi^Ns I tht r'RUYtA • ,. t, a l;1)HIAM,1( 4 •k& T YEittrY ALL 014th. ARGtITECT ANCI NUST 3[ 1-E1.:R*FL• W143 AT 11.116 hLU1N0 9EiUk4P'tWGt ( p. to situ ON COMPUT Of flit erOPK IN* Wt'hi THE wail( I f, 461 �t 4 , "J ? 1 fr c h )BS or /'LiIA/ a T-..t.,..- ...;7w n ..' < Ct. .'ca+w • ;w: .,;ter ct f', r• w..T.aV + -+.M._ •t 1..I t ..C 1 - T .-- t- - 4 ( /f va 0/4/1 a - - -- Tr1Zc /CIVRAI Ac [/M. (,r7 I/0A _ki__ sA'C i/air , 4 . t ?/ /"LAM ►S k , . 095 AtvM • 1 /' ►" 6L1%. ..i1 1 411 5 4 1' , N4lN eE 3 /8 4 :5 tx ":1,1 1( c. 4 6 :4 4 s- Alc*. 0 • _> I. '30, r fir r/ cAPr -to /5 rebr MM.p4lc pe•n rzoe4( ROZI10 /4 c•f. CRIP N'Q,e/c�Rles cc /Ps -� 2 sc I Lo <K, !,t . col. WALL SfcT /c0N TAM(' C c UM1 / qty S C OA/ (k /s'7/Ai Sext k. ) I 2 )Zd S pi. 4 MET. /1/Jr://01.-.1 r.X11, f'l 44 r 4(4., t/rt, /Nl•4 ; (;" S'✓p. e)eAM 7 • / %"t s'e4s; Ace/A1 AM;wQR t 42 /57 5 "./Fool fi 3#x �. // • Co" l' /D'• o' 4 , . / 1'S e.• 1 2 , 3 " x 3,, l'• _ _-- -- ' -, 2' - x 3" 41.00 Cot. j __,, 5101.4p OR /c,1~ c.RAy c s� r Eti'r r-r ' . � t r . _ ` .. . 2 5% t ;x ccAJ rfcTio V ' ' A , 37Z2 f 3 /4 " PIAAIr tLg✓A'tI0 cR i\ 1 t t h. F. ,Q — f? iQ //�.4//.t 7 . , . P. n,7M `3 j/ *.a . : : ,.,,,. t ,. -,., 0lf/' /f/Q NA'rieco '2. SPEARS 1L3o1Vw �.g1- regg, -1.1(1-1.1"1:1 ,_ H 1 M h fM R R l 1` °. A 4/? 9 / s . -ex x 4 ee d oA" ! L 1 F3'- c' / a" c -- 11 - 65, r-0 t3; 4 1/ P9 U/ t C/'V E'/"' a/4, 4 01 *J4 1 WAY 4./ x • 31: c'4, E.a. 7)'x xp, dir t. _ 1:1`k G" 10 // q sN • SECY /oAJS TA s' 'p' ,v el A. THIS ORAWi^Ns I tht r'RUYtA • ,. t, a l;1)HIAM,1( 4 •k& T YEittrY ALL 014th. ARGtITECT ANCI NUST 3[ 1-E1.:R*FL• W143 AT 11.116 hLU1N0 9EiUk4P'tWGt ( p. to situ ON COMPUT Of flit erOPK IN* Wt'hi THE wail( 4 Ji1UNE: 444 , 7692 - SURVEY OF LOT ;. ") �E: - ? ;;: , ,yg -•-,� •?- . .� _ �'..`- 3t71VISloN ;,c <� . `i .7 "': � _ ,� _,'_•' / '.j,.. . ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK No. PUBLIC RECORDS (IF l�-? �:? COUNTY, FLORIDA. GATE: �U4.(J: r ;° — / `l r "1 r LOCATION SKETCH SCALE 1" --SO ;70 t � C.CI•,‘? 7622 I1-1 Or ?C2E G c.�✓NTY, f ="�, =) • ME FLA. INSURANCE RATE MA DATED EP 30, 1972 AND I}EVISED MA f CH 10, 077 PUBLISHED By THE UtflTEdSTATES .EPAhTMENT OF HOUSING AND'URBAN = EVELOPMENT DELINEATES THF�iEREIN . rES CRIBED LAND To BE Srnj eE ;'oN /(( g'-7 'HIS I A FLOOD HAZARD ZONE. I hereby certify that this sketch of survey of the contly survey: d and pratted undo/ my o"rec1 torida Society . rotes c a� Surveyors and GE t.R • r:ARRA P•o:.r.d land Sur4ya MU Star. d Fb'ea (qT v,WO 1.2.1t37 liAmorTiCI wt(H 4+04 9530 VONEVORS sL4.1 t.•iru .7u►iVC(UH o eo • g o . •k jvdq•r 4 Ny I ' t NE • - ) 4r'0 �'% t , '��j r ^ "t re z ,r„:it.'! /.-7 - ?4 eIOCK :mil` &f; 7, o : _era , / 7• e + / 3 t 2• r ()' , • i v t . v r, z,'1 •i FOR: c.."01< : SHEET / OF AT PAGE No 1 /z3O A-1 . y ,aZ.c %A:1=i C2,-) 3'.3 v 7,4 i0 1' ■ 1 ., ( ?rya • is • v■ v9 do' ed r0 o / is true and correct to the best c ��know'o arc lbe et as L ' . Tfurth ertoat this sur.oy males the minimum • ulrements ado-pied by me the ior land Tate Association. There are no encroachments, except as shown F.A• CoOE Notes: 1. If shown, beaftngs aro to an assumed merfdianfltw, 2. It shown, elovations aro reforrod to N,G,V. Datum' /if. 3 THIS IS Q LANV SugV�y SCALE 1" = 0.044 Y p J 1$ 4 $.'%'t$ M `— Date Metropolitan Dade County Building and Zoning Department Attention: Building Official 123.03-92 j - 8% SWIMMING POOL OWNER'S CERTIFICATION I certify that I am the legal owner of the property described as /°77-c2;) / &55 6--;?6): /4No E of !CT 2q' 'Ye D/C= / / %7 , located at / -2.'o �C =� y T(.v /j C���l In accordance with Section 33- 12(f), Code of Metropolitan Dade County, I certify that understand and agree that the swimming pool to be constructed at the above address cannot be used or filled with water until a separate permit has been obtained for an approved safety bar- rier, and such barrier erected, inspected and approved. I further understand that this certification, however, does not eliminate the need for ob- taining a permit and erecting an approved barrier prior to final inspection and use of the pool. Legal Owner 4i4QPia -itt< Note: This certification is to be submitted with a swimming pool permit application in duplicate. . ► • :awrence We ss . log2,189V NwEsT'17th TERRACE MIAMI, F 061 -919 APPROVED @Y: o.yy jmMINe P.Q IMOUT UE,TAI ::. ►i t-.Nh '. FI LTER EQUIPM SCHEMATIC Iia" Pte- i(-11113E44 0 Miy f ?G ELECTRICL_sCEMMATIC IF v1 =Z•S'e4K ORL.E5S,US ePa4 ' v7G.w / I 5. l ' tAoRe Tt-IAiJ - Z• RK�a.� V tO'sx kG" w/ - nrie.se.ox FLOTATION ANALYSIS TOP OF POOL WALL 'EL.EV. + LOS p LESS POOL. DEPTH + 6 ELEV. AT MAIM DRAIN FLOOD. CRITERIA LESS M.D. ELEVATION �O POOL 'UPLIFT' LESS 2' FOR HYDRO VALVE :ADJUSTED UPLIFT t V 0 11 1 r rzR, I "v = Lot - to' ' e-: ) L. T 7.. . F� .�C 'Z. w!ti G ►'.t -aN Eur.; 7 t >4w 14( . ALL' t:c7NC * PNECIMATtCALt..Y PL..ACE.D,4OOO P5%. ALL' .W / .03 12" c /e4, E'tL. s`TATEI �vV w'u. i 1t4fkke LIB lArsVitaOid MNNlM144 GAPAG'D( P' .. &-g44 F +'rti�Ya6� YAGtiurt � ; �_ (��W ►2y ce+0K, 9" As4TI YOK TYPICAL $WIMMINa CTION 3/1 '' � M - i E r � . PO r' t/lef Q: CIVIL ENGINEERS CONSULTING ENGINEERS TESTING LABORATORIES Porpoise Pools , Inc. 22415 S.Dixie Hwy. Miami , Florida 33170 ATLANTIS ENGINEERING & TESTING, INC. 374 N. E. 56th STREET MIAMI, FLORIDA 33137 RE : Proposed Pool at the B.Greer Residence @ 1230 NE 91 Terr., Miami Shores , F1. PHONE (305) 756 -6230 LAND DEVELOPMENT CONSULTANTS LAND PLANNERS INSPECTION SERVICES April 17 , 1989 Gentlemen , As per your request and authorization we reviewed the two test borings that we have done at the above referenced residence on February 21 of this year . Based on the information revealed by these two borings our recommendation for foundation preparation for the future pool is : Complete and total demucking /demarl throughout the pool limits and replacement with compacted crushed limerock fill . This solution is less expensive than the alternative of pilings . Please let us know if you have any questions . CIVIL ENGINEERS CONSULTING ENGINEERS TESTING LABORATORIES CLIENT PROJECT PROJECT LOCATION ARCHITECT ENGINEER REPORTED TO COPIES SENT TO LEGAL DESCRIPTION Gentlemen, ATLANTIS ENGINEERING & TESTING, INC. 374 N.E. 56th STREET MIAMI, FLORIDA 33137 PHONE (305) 756 -6230 1230 NE 91 Terr. Miami Shores , F1. Not Given, Not Given. Client Client (3) . Not Given. TEST E30RINGS REPORT Mr.Bill Greer 1230 NE 91 Terr.,Miami Shores , Fl. : Proposed Pool As per your request and authorization we conducted soil borings at the above referenced project site . The field work was done with a portable wash boring drill rig. Disturbed samples of the sub -soil strata were obtained using a two -foot split -spoon sampler having a two inch outside diameter. The sampler was advanced with a 140 lb hammer at a drop of 30 inches and blows were recorded at six inch intervals (ASTM D -1586) . This report presents the factual information obtained from the sub- surface with no recommendations of any kind . Respectfully submi Sheet No 1 of 3 LAND DEVELOPMENT CONSULTANTS LAND PLANNERS INSPECTION SERVICES Order No. : 7 8 6 .1 Report No.: 1 Total No. Holes • 2 Date 2 -21 -89 Lab No. : B -622 As a mutual protection to the Owners and ourselves, the Engineer in the • wne '. •ehalf shall check this report with the samples sub- mitted prior to the purchase of property, or designing of structures. Samples ar etained for a maximum period of 3 months. As a further protection to Clients, the Public and ourselves, all reports are submitted as e confidential property of Clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. FORM NO. 1 (REY. 6/78) FORM CONFORMS ASTM 0.1586, D -2113 Depth below Grour Elevation/ft. Blows spoon 6 in. etr. Blows /ft. Penetr. N value Sample log DESCRIPTION OF MATERIALS JagwnN aldwes % Recovery Hammer Blows on Casing 1 2 3 4 .0 5.0 .5 6.0 .5 7.0 .5 8.0 .5 9.0 -,5_ 10.0 CV M CO [.-- L•-• ? Cn CV r-I r-I r--I r--I r-I r-I r--I r-I CV CV N O r 1 9 7 2 2 -. 9 : 'f's ' ' =� .11;.. Light Brownish - Tan,Fine Silica Sand with some Limerock Fragments SAME Brown Marl 6 .\ SAME `1l f Brown Marl with Muck ,(' I . Gray , Fine Silica Sand th some w roots .5 11.0 .5 12.0 13.0 1 23 54 ' .. •' Gray , Fine -Med. Silica Sand 111 i. arajs Light Tan Limerock S A M E END OF BORING CIVIL ENGINEERS CONSULTING ENGINEERS TESTING LABORATORIES ATLANTIS ENGINEERING & TESTING, INC. 374 N.E. 56th STREET MIAMI, FLORIDA 33137 PHONE (305) 7566230 TEST BORINGS REPORT PROJECT Proposed Pool at 1230 NF. 91 Terr. , Miami Shores GROUND ELEVATION Existing , Not Given. DRILLING TED: 9: OOam, 2 -21 -89 COMPLETED.9 : 30am, 2 - 21 - 89 DRILLING CREW M. Bennett D. Bennett HOLE 1 HOLE LOCATION West side of proposed pool . Sheet No 2 of LAND DEVELOPMENT CONSULTANTS [Al LAND PLANNERS INSPECTION SERVICES ORDER NO : 786.1 LA B - 622 P7 SUPERVISED BY M. Bennett WEA Sunny REM CASING: in 0 D. in I D CASING DEPTH: CASING TYPE SAMPLER: 2 • 0 in 0 D 1 . 5 in ID TYPE: Split -Spoon RIG TYPE. Acker Portable HAMMER WEIGHT: CASING lbs. SPOON 140 lbs. HAMMER DROP: CASING in SPOON 30 in WATER LEVEL: 4+ ft BELOW SURFACE AT 10:00 am DATE 2 -21 -89 As a mutual protection to the Owners and ourselves, the Engineer in the Owner's behalf shall check this report with the samples sub- mitted prior to the purchase of property, or designing of structures. Samples are retained for a maximum period of 3 months. As a further protection to Clients, the Public and ourselves, all reports are submitted as the confidential property of Clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. ORM NO. 1 (REV. 6/78) FORM CONFORMS ASTM D•1586, 0.2113 Depth be below Ground EI Blows on spoon per 6 in. penetr. penetr.rt N value Sample Log DESCRIPTION OF MATERIALS Recovery Hammer Blows on Casing 2 Brownish - Tan,Fine Silica Sand with few Limerock Fragments 1 11 S A M E 2 4.0 .5 5.0 .5 3 Brown Marl 3 6.0 ., .5 7.0 (' � .5 3 S A M E `� 4 8.0 .5 9 . 0 M U C K 5 ,.5 1 5 10.0 +' \•.I •: GrayFineSilicaSandW /someRoo s 6 11.0 .5 45 . ...., — •• ,.`• " Light Brownish - Gray,Fine - Med.Silica 7 12.0 . - Sand .5 13.0 69 i,JJ Light Tan Limerock 8 END OF BORING CIVIL ENGINEERS CONSULTING ENGINEERS TESTING LABORATORIES WEATHER. Sunny . RE ATLANTIS ENGINEERING & TESTING, INC. 374 N.E. 56th STREET MIAMI, FLORIDA 33137 PHONE (305) 756 6230 TEST BORINGS REPORT PR Proposed Pool at 1230 NE 91 Terr.,Miami Shores HOLE NO.. 2 HOLE LOCATION. East side of GROUND ELEVATION: Existing , Not Given. DRILLING STARTED: 9: 30am,2 -21 -89 DRILLING CREW. M. Bennett D.Bennett proposed pool COMPLETED: 10: O0am, 2 —21 -8 9 Sheet No 3 of 3 LAND DEVELOPMENT CONSULTANTS LAND PLANNERS INSPECTION SERVICES ORDER NO : 7 8 6 •1 LAB NO. B -622 SUPERVISED BY M . Bennett CASING: in OD in I D CASING DEPTH: CASING TYPE in I D. TYPE: Split — Spann RIG TYPE: Aekpr Portable lbs. SPOON 140 lbs. in SPOON 30 in ft BELOW SURFACE AT 10 : 00 am DATE SAMPLER: 2.0 in OD 1.5 HAMMER WEIGHT: CASING HAMMER DROP: CASING WATER LEVEL: 4+ 2 -21 -89 As a mutual protection to the Owners and ourselves, the Engineer in the Owner's behalf shall check this report with the samples sub- mitted prior to the purchase of property, or designing of structures. Samples are retained for a maximum period of 3 months. As a further protection to Clients, the Public and ourselves, all reports are submitted as the confidential property of Clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. 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AI:.ADJN%1► pi.,toptiOir c S44At,.t. nc..oVr F14 '11 dad% TV .,;. _ . 4 6 rz.'D A !.t, > E� r � t U' # �j ) t910. r'. v l a f. SPor sabot 4s IM MINIo1iti Of 3s 1 0■,/%.a V►3Tiart Lot' A nor ° ' :ii•VlsN. Pt2 r°t.1. .NSULA�'t. ►1• r 16c ASS ` rY Wk.orS.y A.(RCEttlt_lowtY (A.1. oor ti`>Y1N (,Diri.i t f Pagy 1 Co►JLGETF. .AtAt t'4 1`X' q,•10% v44 1.4 OF Rc ht f T° e&c.4ltfE {!.r ► t t. LAUM'J!t i1 - f4JMat H tNStAt.'•iN t) sc..Q "L'axAsvz,°, Al MPP, itX t:.t Mytttls d:oNy 4\g,.s . ' kA NY r • J'L Da 9A. CtbuN?y, FAA. _ R, MOC1. 1 NC1 ,. IAIAM %, rLIt C A t., E l NicIr DA re. !t -t1. n "LtT='•'k :PEA - .-O F'.. COMM. No s ti ttgl SN DRAWN MA EXIST. FOOT PRINT CHECKED As - DATE 06/30/01 SCALE AS SHOWN JOB NO. 0 /Y102MAR SHEET 1 A _i OF 2 SHEETS NET LOT AREA (less r /w) 9 315 s q ft EXIST. FOOT PRINT 2 310 s g ft NEW ADDIT)ON - NEW FOOT PRINT (PROPOSED') 2 310 sgft EXISTING ELECTRICAL FIXTURES BEING RELOCATED EXISTING WATER HEATER NEW LOCATION EXIST. CL. EXIST. STO. EXIST. BATH EXIST. DEN SCI 1/4' =1' R FLOOR PLAN EXIST. BEDROOM \ / N >� I I / ' N N N I SC1 1/4' =1' O iii I 1 ,. 1 N M I I DEMOLITION PLAN T EXIST. KITCHEN AREA I - I 7 H EXIST. KITCHEN AREA O EXISTING KITCHEN COUNTERS TO BE REMOVED O2 EXISTING APPLIANCES TO BE RELOCATED O3 EXISTING PARTITIONS / DOORS TO BE REMOVED O4 EXISTING BATH / PLUMBING FIXTURES TO BE REMOVED. PLUMBING LINES TO BE CANCELED AS REQUIRED O5 EXISTING WATER HEATER TO BE RELOCATED. WATERS LINES TO BE EXTENDED REFER TO NEW FLOOR / PLUMBING PLAN. O EXISTING ELECTRICAL PANEL TO REMAIN DEMOLITION KEY NOTES LEGEND 5'- 0'x6' -S' BI FOLD DOOR AREAS TO REMAIN AS IS AREAS TO BE REMODELED NOTES: I.) GENERAL CONTRACTOR TO VERIFY AND COORDINATE ACTUAL WINDOW DIMENSIONS AND MASONRY OPENINGS PRIOR TO CONSTRUCTION. 2.) ANY CHANGE OF INTERIOR FINISHES BY OUNER/G.C. SHALL BE COORDINATE U/ THE ENGINEER 3.) INTERIOR PARTITION OF 3 5/8' / 5 5/8' METAL STUDS 24' O.G. REFER TO FLOOR PLAN FOR DIIM /LOCATION. 4) PROVIDE M.R./G.W.B. ON WET WALLS ONLY. w O 2 X ui x EXIST. 4" TO SEPTICK TANK --- PORCH x Sc' 3/32' =1' SITE PLAN N.E. 918t TERRACE 18.0' ASPHALT PAY. -------------------- - - -- 8.0' ASPHALT STRIP EXIST. SEPTIC TANK EXIST. ONE STORY CBS RESIDENCE No. 1230 / 16.0' ASPHALT PAV. 75.0' H LEGAL DESCRIPTION x x 75.0' 5' -0" SIDEWALK EXIST. DRAIN FIELD EXIST. CONC. SLAB BRICK PORCH EXIST. G.L.F. x x UTILITY ROOM x 5' -0" SIDEWALK THE EASTERLY 45 FEET OF LOT 28 AND LOT 29, LESS THE EASTERLY 20 FEET THEREOF, OF 5LOCK2, WATERSEDGE, ACCORDING TO TI-4E PLAT THEREOF, AS RECORDED IN PLAT BOOK 9, PAGE !4I OF NE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. x REVISIONS BY 1 z z O y -- Z W 2 0 w z CC 0 0 6 2 0 Li w U z w 0 w - UM z Q O w"4--- z w 0 0 M d. r Q 0 C L. 2 TYPE: LOAD CENTER EXISTING 200 AMP. ELECTRICAL PANEL VOLTS: 120/240V 1P 3UJ MTG: SURFACE MAIN: 200,4 MCB AIC: 10K 57 a 120/240V LOCAT: TOP /BOTTOM CKT. DESCRIPTION POLES TRIP VOLTS WIRE COND. VOLTAMPS DEM NO DEM 1 A KITCHEN LIGHT 1 15 120 4 14 1/2' F_C.0. FLOOR CLEAN -OUT B KITCHEN LIGHT 1 15 120 "14 1/2' ELECTRIC WATER HEATER C—j—. H$. 3 A GEyERAL 5 20 *'4 I/2 ' g GE ERAL 'S 20 � 4 1 /2 ' 5 4 GENERAL 5 120 *4 1/2, B KITCHEN LIGHT 1 15 120 4 14 1/2' A GE \EA!_ I 15 120 *i4 1 /2a B GE \ERA._ 1 5 120 0 14 1/2" 9 A DISPOSAL 1 20 120 *12 1/2' 1,200 B FOOL °u1''= 2 20 740 012 1/2' 1200) 11 A B 4/ C DE\ 1 20 120 *,2 1/2" 1500 13 4/C GYM 1 20 ) 20 0 12 1 /2' 1500 B 4i0 5EC 00i' 0 2 20 1 20 X 1/2' 1500 15 A A/0 OFF/CE 1 20 1 20 °12 1/2' 1500 B 4NL, 2 00 240 *� 1" '0,200 11 A B C ,, . 2 50 240 *8 I" 3400 19 A B SPARE 2 A SPARE B COO< TOP 2 40 240 *8 3/4' 800 -0 4 A m Q A/C MASTER 2 20 240 * 1/2' 2 000 6 B DRYER 2 30 240 01 0 3/4' '500 8 A B GENERAL 1 5 120 0 14 1/2' 10 A 'REF. 1 20 120 * 1/2' 150 %0 B G 1 20 120 * 1/2' 12 A G 1 5 1 20 0 14 1/2' B WALL OVEN 2 40 240 "8 3/4' 8,000 14 A B J.AS;~ER I 20 120 *12 f /2" 15000 16 A D IS;- L145�ER 20 120 *1 2 1/2" 150%0 B EXHAUST I 20 120 4 .12 1/2' 1,200 18 A KITCHEN GFI 1 20 120 "12 1/2' B r u;- 2 30 240 *10 1/2' 4,500 20 A B KITCHEN GFI 1 20 120 '12 1/2' TOTAL DEMAND LOAD = SUB -TOTAL FIRST 10 + NO DEM. + 40 %(BAL) 10 000 4 11 600 + 0.4(30,110) = 39,384 VA/240V 33,600 11,600 == 166 AMPS = LEGEND DESCRIPTION DESCRIPTION COLD WATER LINE VENT C.W 1.-10T WATER LINE REMARKS /SPECS • SANITARY LINE NOT IN USE 2' GATE VALVE D T AIR CHAMBER KSK DIELECTRIC UNION II 2' PRESSURE 4 TEMPERATURE RELIEF LINE P4T COUNTER TOP SANITARY LINE DISH WASHER Q9 SANITARY TRAP 1/2' VENT LINE - F_C.0. FLOOR CLEAN -OUT - F - C.O. CLEAN -OUT - V.T.R VENT THRU ROOF ♦♦ E.W.H. ELECTRIC WATER HEATER C—j—. H$. 3/4" N.B. WITH VACUUM BREAKER PLUMBING FIXTURE CONNECTION SCHEDULE MARK DESCRIPTION WASTE VENT C.W H.W REMARKS /SPECS WASH WASHER 2' 2' 1/2' 1/2' PROV. REC. WAT. SUFF. VALV.4 W.B. KSK KITCHEN SINK 2' 2' 1/2' 1/2' COUNTER TOP DW DISH WASHER - - 1/2' 1/2 - REF REFRIGERATOR - - 1/2' - - DRAWN MA CHECKED AS DATE 06/30/01 SCALE AS SHOWN JOB NO. 0 /Y102MAR SHEET MEP-1 2 Of 2 SHEETS 3" DRYER EXHAUST TO EXT. WALL NEW KITCHEN EXT. EXISTING A/c OUTLET TO REMAIN AT THE SAME LOCATIONS EXIST. BATH EXIST. BEDROOM Sc' 1/4' =1' o MECHANICAL PLAN EXIST. KITCHEN AREA 8" DRYER KITCHEN EXHAUST UNDER GROUND ENDING OUTSIDE W/ CAP PROTECTOR I EXISTING RESIDENCE N N EXIST. FOYER 63 /8A EXIST. BENG RE_GCATE2 EXISTING 50 GAL. W.H. TO REMAIN GFI - - 18A 1 T GENERAL = 2310 SF x 3 =1,110 VA. SAL = 33,600 +1,110- 10,000 = 30,110 VA 18 GFI 18A 18A 1B 145 EXIST. BEING R' LOCATED - =X1ST. SEND RELOCATED 1B 1B CFI 1 18A 1A 1A CO OO 1B EXIST. 200 AMP. PANEL A 20B 1 " I o or 1B 1B 5B ELECTRICAL PLAN Sc' 1/4' =1' I �GF1 2066 203 208' C 5B 25/ B 5B EXIST. BEING RELOC NEW CIRCUITS TO BE CONNECTED TO SPARE BREAKERS AT EXISTING PANELS 5B — 5B 5E8 5B 16A 10A EXIST. BEiNG RELOCATED 3 1A 1A 123,14A NEUJ NEUJ NEW NEW NEW NEW NEW NEW N 1 EXIST. RELIEF LINE TO REAMIN 1/2" C.W. w U w N w 2" VENT TO ROOF & W.C.O. w r CY 2" VENT TO ROOF & W.C.O. TO REMAIN 3 " EXIST. TO REMAIN I] EXIST. 3/4" C.W. TO REMAAN EXIST. 1" C.W. EXIST. 1/2" H.W. 1/2" H.W. SC1 1/4' =1' PLUMBING PLAN TO EXISTING' SEPTIC TANK 1 • F.C.O. (TWO WAYS) 4 (p EXIST. TO REMAIN ==t--- EXIST. 1/2" H.W. P 1 2" ©1/4" (2 FU) TO REMIAN 2 ©1/8" (1 FU) 1/2" C.W. 3" DB. SINK 2" VENT TO ROOF Sc W.C.O. TO REMAIN EXIST. TO REMAIN r I � 1 1 D/W 2' OR LESS DRAIN a 1/4" OVER 2' DRAIN 1/8' 2' MIN. DRAIN UNDER SLAB N N N SERVICE CONNECTION NOTES: BEFORE COMMENCING WORK CONTRACTOR SHALL FIELD COORDINATE ROUTING, POINT OF CONNECTION, INVERT, AND ADDITIONAL REQUIREMENTS FOR WATER AND SANITARY SERVICE CONNECTIONS WITH WASA, ARCHITECTURAL AND PLUMBING PLANS, AND RULING AUTHORITIES. PROVIDE METERING, VALVING AND ALL COMPONENTS AS REQUIRED FOR A COMPLETE INSTALLATION. REVISIONS BY z C Q z 0 0 z Icc a Z w N 2 ° a J z z c� w L O y -- Z W 2 0 w z w U z w 0 w (0 w M Q Lo 0 cc cc T ~ w '� >- W°O z Q G O N CC cti 0 C CL PH: (305) 412 4115 APPROVED