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RC-08-433_Plans II GENERATOR EXISTING I N 1-114 n (U. G.) 3 /f��VACUUM & RECONNET SEWER /4" BR KER & WATER PIPES. ?U CJ5 5 40.5 4A5 - Cd6 - C06 cm W6 CA' 6A5 4A5 CA$ 4 GVK a 4A5 4A5 (a55 4A5 4A5 4A5 40.5 cm G4G 4A5 40.5 5 5 4A5 4A5 40.5 - A� I� 20V 1-114" A.A.V. 1 (U.G.) 1 -1/2"0 , (15FU) ARE CONNECTED TO EXISTING SEPTIC F 0 W ° C t — S INK _ 1D,1NV7 2" I I SYSTEM ONLY ONE S - - - -� � HAS BEEN ADDED. - - - - -� r ( FU ( I I (SEE P -0) I KS I F I I I DI I OH 2"0 2F TO 8E 3 4 ( ) CONNECTED TO EXIST. I �v OOOp 40 KBTU /H 65, K�TC VERIFY I SS O o BTU /H EXACT LO B.B.Q. ON AT ( PRESSURE o NEW NEW FIELD. ( \ S.O.V. S.O. GAS METER S.O.V. I ] i 3 DOUBLE �� QDOWN &RUN � 1/? ­ 0 HB W/ I� M01 — — I 1- 1112 "0 - 112 0 IN WALL TO SERVE 3/4" VACUUM ��., BREAKER OVEN (0 DOUBLE 1 (1 U SINK C Q H) � � � � � id 1D DO N & D.. CABINETS \ J \ J 2 OAAV. 1 -1 �. Li N w (] U) WM &SINK 2NDO F OOR aZ I�ITY m - m S R H u . + cs V 1 0 I TO EXIS � ONNNCTED � . KIST, / p 2 Y TO I s VENTILATIO 9 � 6 ON BATHI� NEW�J � � � — —� � fn m � 13T � H U) — — — — — — — LU GAS : I I C ) J 2 + o — I E 1 -1// 4 " pp ° r () T2(11H) F / I I 1 MIA p00M DIVING P\OOM 1/2 -0 HB W/ ' �- 2'WVTR I 3Q(OH) FON I I 2 0 314 VACUUM I I \ (1 U) CU 1 BREAKER \ (E ® ] C'Cb LINE FROM 33 (OH) �q — — I 'AIH� #3 BONE i "CD LINE © 2(07 2 "CO LI & 1 O DID HARGE 2 NEW "CD 'INE ®(OH) TO BE OVER HEAD CONNECTED i I COPYRfGHT NOTICE FROM FOOTING VER EA TO EXISTING — — — CU1 ONE DESIGN BUILD LLC. WATER LINES �(0 _ _ \ � W GAS f _ 3 "0(1 1 FU) I ALL RIGHTS RESERVED. 3 "0 \ � ROM BO COPING THESE PLANS BY (4FUa \ 2 B CD LINE TO DISCHARGE ANY MEANS IS A VIOLATION FROM G E FODTING WAY OF FEDERAL COPYRIGHT �NTPY \ LAWS AND WILL RESULT IN 2 (OH) LI�fvU, O UP To A COURT INJUNCTION I STOPPING CONSTRUCTION } — SERVE BATH UNTIL RESOLVED IN THE 1/2 " 0 HB W/ IN 2ND FLOOR 5T p00M REAKER VAC UUM I COURTS. GU 3 7 0(1 1 FU) 3"0 112 „ (4FU) L 0 HB W/ I 314" VACUUM BREAKER — — — — — — — — — — — — — 1 "0 CWS (UG) WM IN FROM OF PROPERTY (SEE P -0) 3 "0(15FU) TO BE CONNECTED TO NEW SEPTIC SYSTEM. F IELD SEE P -0 O R D I lei A�T" I O Iii II I O T' E ( ) 0 � EVERY CONTRACTOR SHALL COORDINATE IN FIELD W/ OTHER TRADES PRIOR START r- � 0 OF CONSTRUCTION FOR THE STRUCTURAL BEAM, SLAB, TRUSSES, ARCHITECTURAL z 3: I - Z DETAILING AS PRE -FAB FORMS, REVELING, CEILINGS, ARCH WITH THE LOCATION w Q V) V) OF CEILING OR WALL GRILLES, DUCT WORKS, RETURN GRILLES, LIGHTING FIXTURES, Y rn Q wo SWITCHES, RECEPTACLES OR ANY OTHER DEVICES. AND TO NOTIFY ARCHITECT/ ENGINEERS w - Q IF ANY CONFLICT OCCUR PRIOR ITS INSTALATION, NO ADDITIONAL COST TO OWNER Z m CAN BE APPLIED. .. z� o M NM r - : J 5; :3 zw ® Z U2 oJNUUVI DRAWN: PLUMBING PLAN DA 6/02/08 SCALE: 1/4"= V -011 9/ o�/ 08 ONED9 J013 NUMBEP4 FIE NAMD MECHANICAL ELECTRICAL PLUMBING Ste: P.E. No 65688 Wilbert Rodriguez RODRIGUEZ Professional Engineer PROFESSIONAL 2441 NW 13 St #96 Miami, FL 33125 DESIGN CORP. 1 PH:(305)634 -6466 FAX(305)638-4710 CA — 27469 I a I iI i i i F IELD C N EVERY CONTRACTOR SHALL COORDINATE IN FIELD W/ OTHER TRADES PRIOR START OF CONSTRUCTION FOR THE STRUCTURAL BEAM, SLAB, TRUSSES, ARCHITECTURAL DETAILING AS PRE -FAB FORMS, REVELING, CEILINGS, ARCH WITH THE LOCATION OF CEILING OR WALL GRILLES DUCT WORKS RETURN GRILLES LIGHTING FIXTURES, SWITCHES, RECEPTACLES OR ANY OTHER DEVICES. AND TO NOTIFY ARCHITECT/ ENGINEERS IF ANY CONFLICT OCCUR PRIOR ITS INSTALATION, NO ADDITIONAL COST TO OWNER CAN BE APPLIED. i i ■ PLANTER I C.0 9• 40 K131'1/ H ` �- �XISTING ,- (NATUF,A. GA5) + W- + 2.45 KPfl/ H R U. + 66' l KIST, o i P* #2 /2 "0 HB W/ 1 1 "0 2 "� L 3/4" VACUUM 0 P ) Ly + BREAKER z 6 O COOK TOP 2Q FROM ,. 6 KP N 1ST FLOOR TU 2 0 TO BE CONNECTED TO EXISTING SEWER LINE FROM TTH. VERIFY ACT LOCATI O r- C 2007 °` �. 19fA,, L - 87' COPYRIGHT NOTICE KM/ H - 589 � I - - - - - - - - � ONE DESIGN BUILD LLC. I I ALL RIGHTS RESERVED. COPING THESE PLANS BY ig. 199 K13TU/ N �N ANY MEANS IS A VIOLATION 2� AI. 'IpING 51��1/V -I. COMPLY W/ I N� OF FEDERAL COPYRIGHT I W -5�fi, &- IpING 5H&L M GW.VANIM2 LAWS AND VALL RESULT IN f� 6T 5T DOOM I I I I A COURT INJUNCTION M�f pir'� s�fptL� �G 2 "OVTR STOPPING CONSTRUCTION w Nn�p ouNn GAS LiN� SQL I I I 1-1/ / "0 — — — r i2 "� UNTIL RESOLVED IN THE P3 r NtV W/ A51'14/U.T. I I 1 FU (1 FU) COURTS. 6A5 pl5�p PIA6P\ �M, 0 2 � 2 " 3 "0(1OFU) I (I DOWN TO FIRST FLOOR 3 "0 (8FU) 3o FROM BELOW _ AND RUN IN 3 "0 (4 WALL TO SERVE MASTER BATH. 30 3 "0 R 2 u SH TUB 0 4FU " 1 W a . ® (2FU .0 F- 0 Lv 00 W (n Z W J 0(n0 Z Z F- Lv Q I Y r1__d) MLJ LLJ Q 0 Z I tY O m (n 2 I — JSzw J0=pV)01 U 2 to J to U c V7 DRAM PLUMBING PLAN DATES: SCALE: 1 /4 "= V -0" ONEDB JOB NUMBM !i FILE NAME: MECHANICAL j El.FCTR PLUMBING SHEET P.E. No 65688 I Wilbert Rodriguez RODRIGUEZ Professional Engineer PROFESSIONAL 2441 NW 13 St #96 Miami, FL 33125 DESIGN CORP. P PH:(305)634 -8466 FAX(305)638 -4710 CA — 27469 l I I i NOTE: NOTE: SHOWERS AND TU8 / / �4 SHOWER COMBINATIONS ALL SANITARY PIPE 2 1 2 "W OR SMA' ER GENE PLUMBING N MAXIMUM FLOW RATE AND CONSUMPTION SHALL BE EQUIPPED WITH CONTROL SHALL RUN @ 1/4" SLOPE PER L.FT.� VALVES OF THE PRESSURE BALANCE. 3" AND LARGER @ 118" SLOPE PER L.FT. FOR PLUMBING FIXTURES AND FIXTURE FITTINGS THE HIGH LIMIT STOPS SHALL BE SET ; 1. ALL WORK SHALL CONFORM WITH ALL LOCAL, STATE, FEDERAL 7. PROVIDE MEANS "FURNISH AND INSTALL" ORDINANCES AND BUILDING CODES GOVERNING THE TO LIMIT WATER TEMPERATURE TO A PLUMBING FIXTZTRE MAXIMUM FLOW RATE MAXIMUM 120 F(49 C) INSTALLATION OF THE PLUMBING SYSTEM. IF WORK AS LAID 8. DO A COMPLETE JOB, EVERYTHING CONNECTED, READY FOR USE. OR FIXTURE FITTING OR QUANTITY OUT, INDICATED OR SPECIFIED IS CONTRARY TO OR CONFLICTS LEGEND WITH LOCAL ORDINANCES, BUILDING CODES AND REGULATIONS, 9. SHOP DRAWINGS: CONTRACTOR SHALL FURNISH THE ENGINEER THE CONTRACTOR SHALL REPORT IN WRITING TO THE WITH SHOP DRAWINGS OF EQUIPMENT PRIOR TO PURCHASE LAVATOTY, PRIVATE 2.5 GPM @ 80 PSI O.H — OVER HEAD ARCHITECT /ENGINEER BEFORE SUBMITTING A BID. THE FOR APPROVAL. NOTE U. S —UNDER SLAB HOW ARCH TO ROCEINEER WILL THEN ISSUE INSTRUCTIONS AS 10. AT COMPLETION OF J08 THE PLUMBING CONTRACTOR SHALL LAVATOTY, PUBLIC 0.5 GPM @ 80 PSI PROVIDE WATER HAMMER ARRESTOR AT U.G — UNDER GROUND GIVE THE OWNER AN AS —BUILT SET OF REPRODUCIBLE SEPIAS LAVATORY, PUBLIC, METERING 0.25 GALLONS PER METERING CYCLE WASHER MACHINES IN ACCESS LOCATION. 2. THE DRAWINGS ARE TO BE CONSIDERED DIAGRAMMATIC, NOT SHOWING THE EXACT LOCATION OF ALL INSTALLATIONS. OR SELF — CLOSING NECESSARILY SHOWING IN DETAIL OR TO SCALE ALL OF THE MINOR ITEMS. UNLESS SPECIFIC DIMENSIONS ARE SHOWN, THE 11. PLUMBING CONTRACTOR SHALL PRESSURE TEST ALL PIPING AS SHOWER HEAD 2.5 GPM @ 80 PSI STRUCTURAL, ARCHITECTURAL AND SITE CONDITIONS SHALL REQUIRED BY CODE. TEST SHALL BE WITNESSED AND APPROVED NOTE GOVERN THE EXACT LOCATIONS. CONTRACTOR SHALL FOLLOW BY PROPER AUTHORITIES. SINK FAUCET 2.5 GPM ®60 PSI DRAWINGS IN LAYING OUT WORK, CHECK DRAWINGS OF ALL ALL PIPES TO DISCHARGE TRADES TO VERIFY SPACES IN WHICH WORK WILL BE INSTALLED 12. THE PLUMBING CONTRACTOR SHALL WARRANT ALL URINAL 1.0 GALLON PER FLUSHING CYCLE NOTE MIN. 12 FROM STRUCTURE AND MAINTAIN MAXIMUM HEAD ROOM, AND SPACE CONDITIONS WORKMANSHIP AND MATERIALS FOR ONE YEAR FROM THE DATE WATER CLOSET 1.6 GALLON PER FLUSHING CYCLE AT ALL POINTS. WHERE HEAD ROOM OR SPACE CONDITIONS ■ PROVIDE OPEN FULL VALVE BY THE OF FINAL WORK ACCEPTANCE 8Y OWNER. ANY BREAKDOWN WATER METER IN CONCRET BOX (EXACT APPEAR INADEQUATE, ARCHITECT/ ENGINEER SHALL BE OCCURRING IN FIRST YEAR SHALL BE REPAIRED AT NO EXPENSE LOCATION @FIELD.) NOTIFIED BEFORE PROCEEDING WITH INSTALLATION. THIS TO THE OWNER. CONTRACTOR SHALL, WITHOUT EXTRA CHARGE, MAKE FIELD NOTE. MODIFICATION IN LAYOUT AS NEEDED TO PREVENT CONFLICT 13. PROVIDE BATHROOM FIXTURES AS SPECIFIED. WITH WORK OF VARIOUS TRADES OR FOR PROPER E EXECUTION ALL PLUMBING WATER DEVICE N OF THE WORK . I SHUT-OFF VALVE FOR FIXTURE. PROVIDE SHU1T -OFF VALVE � i 4. PROVIDE T EACH r� NOTE 3. EXAMINE ALL DRAWINGS CAREFULLY PRIOR TO SUBMITTING A BID. 15. WHEREVER NOT SIMILAR METALS ARE TO BE JOINED, J ALL TUB AND SHOWER SHALL BE CONTRACTOR WILL BE REQUIRED TO FURNISH , / INSTALL AND OR A DI— ELECTRIC FITTING SHALL BE PROVIDED TO CONNECT BOTH _ ails ANTfSCALDING VALVE ® 110', (TYPICAL) CONNECT WITH APPROPRIATE SERVICES ALL PLUMBING ITEMS TYPES OF PIPES. SHOWN ON ANY OF THE ARCHITECTURAL, AIR CONDITIONING, + ELECTRICAL AND SPRINKLER DRAWINGS WITHOUT ADDITIONAL 16. PLUMBING CONTRACTOR SHALL PROVIDE AIR CONDITIONING HAMMER ARRESTOR: EXPENSE TO THE OWNER. IF DISCREPANCIES CONFLICTS CONDENSATE DRAIN AND TRAP. SEE AIR CONDITIONING PLANS — AMTROL, MODEL 500 WATER PIPING SIZE — 2 FOR LOCATION OF UNITS AND DRAINS. — INSTALL IN ACC LOCATION. � S LL L INTERFERENCE OR OMISSIONS OCCUR BETWEEN DRAWINGS f� vs NOTIFY T T — CONNECTION SIZE: 112" NPT 0 IN WRITING THE ARCHITECT/ ENGINEER IN AMPLE TIME / 17. MATERIALS •• TO PERMIT REVISIONS BEFORE THE BIDS ARE SUBMITTED. Q1 1/2 0 CW /HW — HEIGHT. 4 -1/2 A. COLD WATER PIPING DOWNSTREAM OF WATER METER SHALL BE ® 112 "0 CW — DIAMETER: 3 -318 " 4. INSTALL MATERIALS AND EQUIPMENT IN A NEAT AND FIRST TYPE "L" COPPER BELOW GROUND AND TYPE "M" COPPER ABOVE MAX. PRESSURE: 150 PSI Q 3/4 "0 CW, 1 /2 N � HW MAX. TEMP: 200' F + Q /4 CLASS WORKMANLIKE MANNER. THE OWNER RESERVES THE GROUND. 4 3 CW/HW CL. MAX. SHOCK PRESSURE: 200 PSI RIGHT TO DIRECT REMOVAL AND REPLACEMENT OF ITEMS WHICH, B. COLD WATER PIPES INSIDE OF SLAB SHALL BE TYPE "K" SOFT " IN HIS OPINION, DO NOT PRESENT A NEAT AND WORKMANLIKE COPPER INSTALL INSIDE POLYETHYLENE CONDUIT. NO JOINTS 3/4 HW TO BE INSTALLED IN CWS AND HWS APPEARANCE. REMOVAL AND REPLACEMENT IS TO BE DONE ® 3/4 CW HIGH POINT FOR EACH GROUP OF IMMEDIATELY WHEN DIRECTED BY THE OWNER IN WRITING, AT PERMITTED INSIDE SLAB. (2) 1"o CW FIXTURE SERVICING. THE SOLE EXPENSE OF CONTRACTOR. C SA NITAR Y SC AND VENT 4 "0 AND SMALLER SHALL BE P.V.C., S ® 314 "0 HWS A PRESSURE RELIEF VALVE 5. START OF WORK BY CONTRACTOR SHALL BE CONSIDERED AS D. STORM LINES INSIDE BUILDING SHALL BE P.V.C. SCHEDULE 40 ® 1 "0 CWS, 1/2 "0 HWS 0 0 ACCEPTANCE BY HIM OF ALL CLAIMS OR QUESTIONS AS TO 1 - 1/4 "0 CWS SUITABILITY OF THE WORK OF OTHER. TRA DES OR OTHER E. IN COASTAL AREAS ALL SANITARY AND STORM PIPING OUTSIDE OF ® Cg I DRAIN VALVE CONTRACTORS TO RECEIVE HIS WORK. THIS CONTRACTOR BUILDING SHALL BE SCHEDULE 40, PVC. 1© 1 -1/4 "0 CW, 112 "0 HW © 2007 SHALL REMOVE AND WORK WHICH MAY HAVE TO REPLA A REMOVED BECAUSE OF AND F. CONDENSATE DRAIN PIPE SHALL BE SCHEDULE 40, PVC PIPE COPYRIGHT NOTICE EXAUST AIR ©I I 3/4" BALL VALVE INTERFERENCE WITH OTHER TRADES. AND FITTINGS. G. WATER HEATER RELIEF AND DRAIN LINE SHALL BE TYPE 1" COPPER ONE DESIGN BUILD LLC. 0 _ 314" UNION 6. THIS CONTRACTOR SHALL OBTAIN AND PAY ALL INSURANCE, MIN 314" DIA. ALL RIGHTS RESERVED. FEES, PERMITS , ASSOCIATION DUES, ROYALTIES AND TAXES OF COPING THESE PLANS BY WHATEVER NATURE SHALL APPLY TO THIS WORK. HE SHALL ALSO FIRE RATED PENETARATION NOTE ANY MEANS IS A VIOLATION j PAID ALL THE INSPECTION FEES AS MAY REQUIRED BY LAW OR WHEN FIRE OF FEDERAL COPYRIGHT RE PENETRATION OF PIPING OCCUR, SHALL BE PROTECTED ORDINANCE AND SHALL KEEP THE OWNER HARMLESS FROM ANY LAWS AND WILL RESULT IN INSTANT HWH. ( QUANTITY 1 DAMAGE AND EXPENSE ARISING FROM ANY VIOLATION OF LAWS, BY ASSEMBLY No. W —L -2088 UL APPROVED A COURT INJUNCTION IN COMPLIANCE F.B.0 2004 RULES OR ORDINANCES. FIXTURE CONNECTION SCHEDULE STOPPING CONSTRUCTION RHEEM UNTIL RESOLVED IN THE 199 MBTUH CAPACITY COURTS. MODELS AS FOLLOW: WATER MODEL GT199XN ITEM WASTE & 0 o DIMENSIONS: 11 118" DEPTH x 14 718" WIDTH X 25 318" HEIGHT SOIL COLD HOT ENERGY EFFICIENCY: UP TO 82.03' WATER CLOSET 3" 112" — — N " 2" TUB 2 1 2 1 D D D � / O O O WHIRLPOOL 2 112 N 112 N it I BIDET 1 -114" 112" 112" ® L © FIELD COO RDINATION N OTE LAVATORY 1 -114" 11 2" 112 KITCHEN SINK 1 -112" 112 112 " © EVERY CONTRACTOR SHALL COORDINATE IN FIELD W/ OTHER TRADES DISHWASHER 1" nose - - 112" PRIOR START OF CONSTRUCTION FOR THE STRUCTURAL BEAM, SLAB, CLOTHES WASHER 2" 112" 112" 314" Gas Supply j TRUSSES, ARCHITECTURAL DETAILING AS PRE —FAB FORMS, REVELING HOSE 8188 _ _ 112" © L o L� CEILINGS, ARCH WITH THE LOCATION OF CEILLING OR WALL GRILLES FLOOR DRAINS 2" MIN. 112" U SHOWER 2" 1/2" 1/2" DUCT WORKS, RETURN GRILLES, LIGHTING FIXTURES, SWITCHES o w cn REFRIGERATOR Z Uj RE OR ANY OTHER DEVICES. AND TO NOTIFY ARCHITECT/ - - 1 /2 �' - - ENGINEERS IF ANY CONFLICT OCCUR PRIOR ITS INSTALATION, NO NOTE: PROVIDE ANTI SCALD VALVE @ EACH ° � _ 3/4" Cold Water SHOWER AND TUB W Q 31 Hot W Suppl Line ADDITIONAL COST TO OWNER CAN BE APPLIED NOTE: ALL TRAOS SHALL BE CONSISTENT W /FIXTURE OUTLET SIZE. Ld w e ater S u pp l y Q o i Q Z z� w HOT WATER HEATER DETAIL N.T.S. ° i P -:jSzw 2 L ? o® w z ®I- as c 2c °c) 0V)n DRAM I DATM � 9/ 05/ 08 1 OMEDB JOB NUMBF]t PLUMBING NOTES & DETAILS M�cHANtcaL �� PLUMBING` ter• f P.E. No 65688 0, Wilbert Rodriguez ' B Professional Engineer a . P.RQFE��,K�. P r 2441 NW 13 St #96 Mi FL 33125 e — ,I I PH: 305 34466 FA s I c >s CA 2��. I ATE i i i I , I i it ! i i i { I I I CI I 1 i it II { 1 i I II i i i • REVI CpS Yep S 16'l PC PERMIT Miami Shores Village APPROVED BY DATE f _ ZONING DEPT 1 �.J • � f(��'VNN p� � 1 { j r 4 EC't to CQMPUANCE WITH ALL FEDERAL C� subs V s STATE AND C;O� NTY RU AND REGULATIONS 1 ' i f, i Kd= ZONE 4 REVISIONS: ZONE 4 +48.2 PSF A B.D-C. 3 -27.08 +50.8 PSF -52.9 PSF © B_D.C.7 -08-08 -55.1 PSF ZONE 4 ZONE 4 +56.7 PSF +59.8 PSF -62.3 PSF -64.8 PS 64' -8" 49' -0" 15' -8" 5 • c ca 8 n 10 ( 3 18 ,- , 2 n ,- n a ,_ n n ,- n w _ ■ � -11 8 - 6 8 '- 1 " 9-6 2'- - 3-7 6' o S 6 ' " ' 2 ' -7" ' " +6' -6' " 6' -6' 2' -8' 9" 7' -1 ' -1' 9 'SwE CH. ®' I DWG - CHP `# . i _ _ a - I _ _�` _ - - - -- _ - - - - -- _ CH -- - - - - -- HP ® NEW 8" C.M.U. WALL _ , - - - - - - -- z- T - - - -- -- �_T - -- _ HP S = 2 CO TC WA CHP GB -1 TC CHP GB -1 TC CUP G cHP B -4 CHP TC C GB -1 CUP GB 1 C P GB-1 TC GB T 2 ZONE 4 n A 1 1 1 'A O ;_ +48.2 PSF _ >R � .- �_ EXISTING LL SAWCUT AND CAREFULLY A TC A I -52.9 PSF za m REMOVE INTERIOR FACE co d X 3 -6 a M = r r X 3 -6 r I x I t- ... A AND WEB OF EXISTING r = = .a w) i[� I =1 in CONC. COL BELOW DRILL 6 INTO EXIST. CONC. _ C x x EXIST EW ZONE 4 BEAM ABOVE AND FIG. CMU (8'x8" NOMINAL) a C° FC @ 48 O.C, _ +56.7 PSF @ 40'O.G FC 2 EXIST. CONC. COL. BELOW AIiD SET 5x3' -6' A U O.N m -62.3 PSF TYP. U.O.. DOWEL IN EPDXY ADHESIVE TYP = NEW EXIST. r _ - �P _ _ J5 IN GROUT - L r =E CHP n - O DENOTES STRUCTURAL DRAWING NOTES. SEE LIST OF o g _ :5 SLAB 7 Jm r8 B a� I - SLAB 7 1B N CHP N r � S NOTES ON SHEET S,. FILLED CELL ` g w I m EXIST. COL. I CHP - 2 I S_6 � N z = � AA» � -- cn m = " " ° �" X 3 -6 = EC I B .� d T 2' -0' 6' -6' 9 -10 I 15 , -5 A I . X 8-0 � co CONTRACTOR SHALL COORDINATE ALL DIMENSIONS ON THESE STRUCTURAL DRAWINGS WITH ARCHITECTURAL DRAWINGS PRIOR TO = 00 = f 1 o 2 - o C I - I = CHP 1 S = c° 4 � _ _ _ 2 PROCEEDING WITH THE WORK. m ZONE 4 = ,:, oo r 2S =a '�' O CHP x CHP : ti ' CHP , 1 r r r r CHP CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO ■ +48.2 _ PSF ,< -I TC x `� < ;, > -- - -` - - -- < _ _ = I �` , I TC '� � ; `' L -� = PROCEEDING WITH THE WORK. EXIST. 8" CMU WALL -52.9 PSF F ° 1 -f - - -- (,yIP d TC I - - -- - CHP SEE CH. 3 CHP - o T DOW ®1 - - =or- --r- 4 A Z - f DW Z G - -- - - -- ZONE O i l •■ - • _ N I _ -------- '-' - - -- - - - - -- _ _ -- __ -- __ N +56.7 PSF I GB -� EXISTING FO�ffN�` -`- EXISTING FOOTING EC i I< >„ EXISTING FOOTING EC 1� 1 E I - -_ _ -= - _ -' =__ -- I SOIL STATEMENT ' FILLED CELL DETAi AT Viz. -62.3 PSF = I r 1 N I < b N I r I , S .,,, , EC FI 1 „ , o OI t T 25 T I I , S SEE STRUCTURAL NOTES No. „ A EXISTING MAS WALL ce t = CHP 1 fIELD EXISTING 1 1� , I IN SHEET S 1 m -5 " " ¢ ` 1 L J I I 3S I I VERIFY i I `L VERIFY 2S L I 3S 1 1/2" = 1 -0 2 - ' 2' ' 1 i -" CHP - O , I I OPENING I I CHP � m 5S 1 I I I a i- CUP 3i L_ N 15 l,./ P= L F L < 65 , I I I I I EXIST. SLAB I Ih 1 a m N K, c ?� I I » 3S 1 , EXIST. PAD 1 i ao "' •-r � "" �`) V - " [� M O �QO" DO NOT REMOVE ANY LOAD BEARING PARTITION, �/ C I I • 1 I I j z cam► T• I NEW 9 I ' �` I I CONTACT ARCHITECT/ ENGINEER FOR DIRECTIONS, TYP. z o DRILL 6 INTO EXIST. CONC. X 1 --- - - - - -- <x"� t I I S EXISTING FOOTING TC I I z I -6 m I 14 BEAM ABOVE AND FTG. I w o I C j I => E R M I 1 • DOWELS EPOxY ADHESIVEO" a Z z A I I I EXIST. PAD Miami S I @ 40 A O.C. 1 hones 1 S I EXIST JOlS I TYP. U.O.N. I `` I APPROVED •• •• 2S I I i , EL +O - L I I . 1 �A • 1 I I 1 j i 3S IS ZONING DEPT ® . ® .. 3S 1S I , 3S is I I I 1 BLDG bEPT . s 200 i**" 00 s ». e c FIELD VERIFY) I - I EC I , I EXIST. PAD EXIST. CMU WALL ccc. c t C-1) , I Ec---- - - - - -- - -'-- I I------ - - - - -- ��XIS3tLVCzf� _- i G f - 'I F I I I I EXI FQO G EXISTIN FOOTIN _- J - ____ - - - -__ W ___ -_ -- I 3 COPYRIGt 0 - 110E ` r _ - - - -' - -- EC 1 I x I I- - -J r------ - - - --� - - - - -- �\ �. - - - - -- STAYIC<:A4 I1f O I ONE DES;CP QUILD w I r----- - - - - - - - =-- - - - - -- I EXISTING FOOTING I �� i I - - - - -� U I I - _ '-� -- - - --�. `� - - - -�� �- - -� - - - -- - z T L- - - -- � ALL RIGHTS R_E�SERVED. A 3 i I I EC - T T `� T 2S .1 S ''. _ r _ COPING WESS RA BY EC- I i EC \ -. / N -1 r CHP L L � ANY MEANS I S A V)01_ATIQ I I I (FIELD VERIFY) - -- (FIELD VERIFY) _ _ - , CHP SCALE 3/4" = 1' 0 " OF. FEDEf�,4L YRIGHY• • • ® ® ® ®® CHP L , L - CHP r ., „ LAWS AND VALL RESULT Iff y6 - SLAB „ 1B 2 -0 4 G.C. -FIELD VERIFY ALL EXISTING A COURT [NJUNCTIF�!1 c 1 I n r 1 2 0 L - � _ m STOPPING CONSTRUCTION EL. +O' -0�,: X 3 - 6 S -6' FILLED CELL TIE DOWNS AND TIE UNTIL RESOLVED iN THE I , , 3 co (TO MATCH EXIST.) I COLUMNS THROUGHOUT EXIST. COURTS. �_ . 1 , I - N X 3 - - ;0 �' RESIDENCE. REPORT' FINDINGS TO ( FIELD VERIFY) EXISTING FOOTING EC ' m x r ENGINEER BEFORE PROCEEDING. 1 1 GB -1 u.... GB -1 TC --------- - - - - -� I _ L- J 8" CMU WALL, FOR VERTICAL I-- - --------- - - - - -= - - -- -- - r �_ CHP EC "` RELIVE. SEE PLAN 4 7 -6 - EXT END 4" MIN. HORIZONTAL JOINT 3S IS 3S is 1 3' -4" 8' -,1' REINFORCING No.9 LADDER TYPE 3' -4" EXISTING CMU WALL A GALVANIZED INTO EXISTING CMU 15 = . 4 WALL BLOCK CEL ZONE 4 +50.8 PSF -55.1 PSF ZONE 4 +59.8 PSF -64.8 PSF SAW CUT OR BREAK CMU CELL STRUCTURAL DRAWING NOTES ALl AND ALL SOLID W/ GROUT � SECTION 1S DRILL 6' INTO EXISTING CONC. MEMBER BEAM ABOVE AND CONC. MEMBER /FOOTING OR BEAM BELOW 1 „ AND SET 1 5 X S -6" DOWELS AT INDICATED FILLED CELL LOCATION OR 2 #5 X 3' 6" DOWELS AT INDICATED TIE COLUMN LOCATION _ _ f SCALE 1/4 = l' SCALE 3/4 " - 1 0 " i- IN EPDXY ADHESIVE HIT HY 150 BY HILTI NOA 01- 1119.03, TYP. AS SHOWN IN TYPICAL DETAIL 2 IN S -1. W 2S OPEN END SHELL OF EXIST. C.M.U. AND FILL MONOLITHIC WITH SC OR CONCRETE COL. Z DO (� w J t- 0 3S 1 15 CONTINUOS FROM TOP OF EXISTING FOOTING TO BOTTOM OF EXISTING CONC. BEAM, TYP. Z -r Z I - U Q Ld Q V) 0") DRILL 6" INTO EXISTING TB AND SET 2 #7 X S -6" DOWELS IN EPDXY ADHESIVE HIT HY 150 BY HILTI 1 LL! I� NOA 01- 1119.03, TYP. Q Q O Ld - < J NOTES: 5S SEE SECTION 31 S -1 Z p 1. TERMITE TREATMENT OF SOILS UNDER SLAB ON $ 'tN NO : GRADE SHALL BE PERFORMED BEFORE POURING SLAB. C%Ol�IGREt� tR�NCs 1 6S SEE SECTION 1/ S -1 O 2. GC TO VERIFY ALL DOORS AND WINDOW OPENINGS DIMENSIONS PRIOR CONTRACTOR TO VERIFY LOCATION CONCRETE STRENGTH ® o m TO START ERECTION OF CONC. BLOCK AND THE POURING OF THE CONC. SLAB, OF EXISTING SEPTIC TANK. 28 DAYS SHALL BE 3000 PSI 7S REMOVE EXIST. ROOFING AND FASTEN EA PIGGY BACK TRUSS THROUGH EXIST. SHEATHING TO EA. INTERSECTING RAFTER IF SEPTIC TANK IS FOUND CLOSER W/ MANUR AND METRO BADE PRODUCT CONTROL REQUIREMENTS. » VN /A WATER/ CEMENT RATIO OF 0 .40 BELOW W/ RT14 BY "USP" (M.D.C.P.A. No. 01- 0912 -05) W/ (5) 16d NAILS INTO SIDE OF TRUSS AND (5) 16d NAILS THAN 5 TO THE EDGE OF FOOTING INTO SIDE OF EA. INTERSECTING RAFTER. PENETRATE EXIST. SHEATHING ONLY AS REQ'D. FOR INSTALLATION OF STRAP. �" - 3 Z w w 3. IF DURING THE REMOVAL OF ANY EXISTING STRUCTURE CONTACT ENGINEER / ARCHITECT FOR ADVISE w o o w r _ 1 - BECOMES NECESARY TO EXCAVATE LOWER THAN THE ELEVATION GROUND FL MASONRY NOTE: _j p m 0 F- 1- p OF THE BOTTOM OF THE EXISTING FOOTING 8S 2 X WOOD NAILER NAILED TO EXIST. SHEATHING W/ 10d RING SHANK NAILS @ 4 O.C. AND W/ (2) 10d NAILS U m to _j to 00 In FIRST CONTACT ARCHITECT /ENGINEER FOR ADVISE ALL WALLS TO BE 8" REINFORCED INTO EVERY INTERSECTING EXISTING TRUSS / RAFTER. FASTEN PLYWOOD SHEATHING TO WOOD NAILER W/ 10d RING SHANK NOTES FOR ENHANCEMENTS TO EXISTING STRUCTURE: MIASONRY WALLS W/ J5 @ 48" VERT. U.O.N @ 4" O.C. TYPICAL ALL ALONG JOISTS TO EXISTING ROOF 1. IMPACT RESISTANCE DEVICES HAVING A VALID NOA SHALL BE INSTALLED & f9 GA. HORIZ. JOINT REINFORCING AT OPENINGS TO PROVIDE PROTECTION AGAINST STORMS. @0 6" O.C. IN ADDITION, PROVIDE 1 # 5 VERT AT ENDS OF WALLS, DRAWN: WALL INTERSECTIONS AND EACH HM CHP: HELIX FOUNDATION ANCHOR, 3.5 "DIA.GALV., SIDE OF OPENINGS. TYPICAL U.O.N. DATES DRIVEN TO A 15 TON COMPRESSION CAPACITY NDY26 -D7 AND TO A 5 TON IN TENSION CAPACITY. DATE -2 W/ W/518" X 10' X 10' TOP PLATE W/ DATE -3 8 DIA X 8' "NELSON" HEADED STUDS TO STEEL PLATE. THE HELICAL PILE SHALL BE DRIVEN oNEDa cos NUMBER: W TO HE A BELOW EXIST. LAND SURFACE ONE- r0a - AS DETAILED BY THE GEOTECHNICAL ENGINEER. ME-NAME HELICAL PILE INSTALATION SHALL BE ALE NAME MONITORED BY A FOUNDATION ENGINEER REPRESENTATIVE. SEE "DYNATECH ENGINEERING CORP." SOIL REPORT DATED JANUARY 11, 2007. SHEET VRML REVISION cpy 68 i i II� it ® B.D.C. 7 -OS-M IF CONC. COLUMN ONC.PEDESTAL SEE PLAN & SCHEDULE BEYOND CD • LO M QNC CAP SEE PLAN & SCHEDULE I) 8" LOAD- BEARING CMU � " LOW WALL ( WALL FOR REINF. o on FOR REINFORCEMENT - ON. CONCRETE FILLED SEE PLAN & SCHEDULE 9 GA. LADDER TYPE HOR. g I CELL, SEE PLAN & COL / ¢ 1/2 EXP. JOINT Z JOINT REINF. EVERY SECOND SCHED. w ¢ m a uW�"f APOVED N w < COURSE (16 O.C.) EXTEND 4 I� EXISTING S \`/ ° EL SEE SCHEDULE SEALANT cn a 4 INTO TIE COLUMNS / N I � � � � ¢ PROVIDE CL.EANOUT U EL SEE PLAN w Z \ OPENING TO INSPECT W ¢ REINF. &GROUT FILL, M w 1 I =Q � EC. SEE PlA w a TYP. AT FIRST COURSE - F � L • \ AT EVERY LEVEL i I i 3 o I ,A =LIT' � EXISTING ROOF v w ' 11=1 I I' �. 2 GAIT. o z g N U _ 1 M T� '' c. Tf CONC. BEAM N M r- SEE PLAN & SCHEDULE r EL SEE PLAN SCHEDULE & EXIST. WD ROOF STRUCTURE T - BE SHORED FOR A MIN. LOAD OF VAPOR BARRIER TAND SCHEDULE EXISTING FT LOBED TIES A 1 500 LBS. PER FOOT UNTIL ALL ADD (STING TB.. " SAW CUT EXISTING FTG ANTILEVER ® I STEEL MEMBERS, CONC. COL 3 CL AS SHOWN IN SECTIONS AND ENHANCEMENTS TO THE TYP. _ � HELICAL GRADE BEAM SEE PLA t EXISTING STRUCTURE ARE IN PLACE AS SHOWN IN SECTIONS ISTING CONC. /MASONRY '` COLUMN BEYOND I PIEL, SEE NOTE ON S-5 PILE,GB SECTION d- STD: HOOK 1 SCALE 3/4" = 1' -0" KI-G 0' T O PILE TYP. S E C TI 0 N 3 I - CHA(�CE HELI SCALE 3/4" = 1' -0" N z PI R (CHP W 15 TON ° <, COMP. CAPACITY) �a I 0 is Q JJ F O I p STEEL COL. BEYOND - SEE PLAN & SCHEDULE 1 #5 CO I I SCALE: 3 f 4" = 1' —0" z C W g I CONC. SLAB 1#5 CONT. m I ''' °- L SEE PLAN I I SEE PLAN W I & SCHEDULE EXISTING :E 9 • CONC. COLUMN a i l Z ® + I I=1 1 1=' 7 I U EXIST. JOIST a z EL. SEE PLAN °- " NOT SHOWN FOR LLI B I �= � i I CLARITY APOR BARTER EL SEE PLA j tT EL SEE PLAN 1- N J _ ANA SCHEDULE iv z U L. FIELD VERIFY I11 GRADE BEAM F PILE 0 2 �5 GGIdt. t�GENTER LINE Of PILE C 2007 EL. SEE PLAN AS SHOWN - � VAPOR AND SCHEDULE SEE PLAN & SCHEDULE NOTICE N�TI� - BARRIER ONE DESIGN BUILD 3" CIL GRADE BEAM TYP A •• • • LL RIGHTS RESERVED! I -r GRADE BEAM ft . • TI T COPING THESE PLANS BY �G I U It— i SEE PLAN- ANY MEANS IS A VIOLATION & SCHEDULE OF FEDERAL COPYRIGHT )I GRADE BEAM II � lI T LAWS AND WILL RESULT IN 1 SEE - PLAN � A COURT INJUNCTION HELICAL­ li I II & SCHEDULE 11 1 11 STD. HOOK. PILE, SEE NOTE ON S -5 11 1 11 11 1 11 3" I I ( 1 3" STOPPING CONSTRUCTION � I ( # 5 EMBEDED UNTIL RESOLVED IN THE LL cy 1110 3 1 -0 INTO PILE, TYP. HELICALI I I I COURTS. PILE,GB C PILE,GB PILE, SEE NOTE ON S -5 I I D 6* ILL ' INTO EXIST I .1 SE TI ON I I ,! Mf c iS LlroN FOOT( GS C PILE,GB AND ET #4 ®1 2 ° DOWELS PILE,G SCALE 3/4" = 1' -0" 8" 2' -0" IN EP XY ADHE2IVE ISO. 8" SECTION , 5 SCALE 3/4 = 1 -O ECTION CONC. SLAB C L " 1 - , 0 " I . - AE 3 4 " n / SEE PLAN 2 4" 2 & SCHEDULE F " EXISTING CONC. 8" LOW WALL I FOR REINFORCEMEN 3 -0 N SLAB 0 w ¢ SEE PLAN & SCHEDULEi LLJ EL SEE P v7 L SEE PLAN CK 1/4" o IF ZAK m 1 ao 1 N _ � k— ---- — ----- - - - - -- ''�Illl" 711�Ii IB -1 CONC. 2 4 5 CONT. -� BEAM p 00 w (n PL 4 3 " " X 1' -Z" EL SEE PLAN N U & 4 0 12 J p U) O af _ W/ 4- 3/4 SCH KWIK BOLT III I { - EXIST. CONC. COL 4 3/4' MIN. EMBEDMENT AND SCHEDULE M z Q I-- U) <C FIELD VERIFY 3" CL SLAB CONC. x W ry TYP. I a GRADE BEAM N Q p O &ESCHEDULE EXISTING ELE. Z 0 Q0 PL \ \ X .. w PL3 4 X 1 -2 _ . " . i ( ( W / 3 I 4' HILT' KWIK BOLT III STD. HOOK O Lu 1 I t 4 3/4 " MIN. EMBEDMENT 1 1 1 I 3' # 0' S I NTO PILE, TYP. EXISTING CONC. 1= > z 1- I \ \ I I ALV. "„CHALICE HELICAL FOOTINGS. w o m i— � Q .... EE COMP C AC( 15 TON C) (n d N U 0 N LL I N . i - - - -- - - - -- - --------------------- 13- B. DRAWN FECTION B--B SECTION k CALF 3/4" = , -0 NO p7 L D - ATE 2 SCALE 3/4" = 1, -0" 7 ICI OX �.5 � t 0 E C TI 0 N DATE -3 9 ONEDB JOB NUMBER: CALE 3/4" = 1' -0" ONE -DB -Joe -f FILE NAME- FILE-NAME SHEET: j i I {I i �I ELECTRICAL SYMBOL LEGEND Q JUNCTION BOX (�F/LJB W /SPECIAL SUPPORT FAN & LIGHT Q HIGH HATS LIGHTING A3 A36 A35 A35 W P MINI HIGH HATS LIGHTING A35 A3 W P W/P -- � W/P _ A35 A35 / — W A 5 A35 ----- - - - - -- vQ VAPOR PROOF c c c O CEILING MOUNTED FIXTURE / c c ° ° ° c E13 A3 WALL MOUNTED FIXTURE E13 A27 — Akl ® A T A19 c � - - - -- A l I-- �� - ---� A19 � �� I I A28 I I 1 0 MOTOR FOR CHANDELIER 1 0 A2 I I / \ 10—_ QUADRUPLEX RECEPTACLE A�7 A27 A27 DISP.— A27 / A 8 / \ 28 I I / WP c — 2 I I A 2 C O �n OU1�OOr 1� T 110v DUPLEX RECEPTACLE KI �CN�N I I (FLOOR OUTLET) E12 221 I / c GFI RECEPTACLE 0 1 !3 d o .. A 28 A \ 2 2" c GFI RECEPTACLE 8 ABOVE COUNTER I E1 \ c L Z A28 A28 1 T � II 1 1 SINGLE RECEPTACLE A27 e° A2 -- 2 POLE OUTLET _ I3 PROPOSED uBt� A27 \ \ \ — — — — A Ep � RECEPTACLE E5 & LOCATION OVEN \ A20 / v NEW EL i / — ,� SWtTCHABLE DUPLEX RECEPTACLE i � PANEL A I A2 7 � � I \ A28 A35 E GARBAGE DISPOSAL ' 1 �3 OF WOR P O2 A 10 12 A 17 E7 7 ____� ®o r4 4 #) c 1 cE13 e5i \ l / I 1 A /� I3 \ 3 A 6I Cg SPOT LIGHT A3 c / / / I c W% W p c �� 6 ELECTRIC PANEL P 51 ED m A20 A ° E12 Aft EXHAUST FAN A27 U PA'I'N I 16 -- WP WEATHER PROOF A27 i a o sD A20 A228 A g \ \E1 A37 A2 4 A A25 + + gig $, SWITCH I _ E14 A2 / A 5 I �1� 9 Ft a 3WAY SWITCH A22 A A2� 0 NEW 6 A22 I 11 �� I I/ A2 A37 MWA DOOM A2 �A �o LOW VOLTAGE SYSTEM SWITCH (DIMMER) — — A� � I I � I ' A13 15 � � IWH GAS p W/P A22 � TELEPHONE A 0. ' A22 A22 A24 I I LIVING room I I _ $ 92 A25 II � I � Q TELEVISION CABLE OUTLET � � I I I I sD SMOKE DETECTOR — — — EXI 1 A28 A24 � 12 SD S A20 `� ®s GARAGE DOOR OPENER CONTROLLER A20 �O l t,r III I A2 A IE 15 2 CU# 1 E2,4 � 1 � INTERCOM E 3 I ® �' A20 E / � D$ DOOR BELL „ � A37 E1 ©2007 FLUOR. FIXTURE RE DE CORATIVE A20 Ell \ A2 (�j I A2 I QJ 1 ' COPYRIGHT NOTICE A20 SD A22 E11 2� A2� \ CU 1 24 "SINGLE BULB UNDER 2 \ A28 —A28 ) ,A I \ Low, I 2 A5� ONE DESIGN BUILD ED. CABINET FLUOR. FIXTURE D ,420 / A20 A2 E14 .� A28 �� �_ / ALL RIGHTS RESERVED. E14 �\ I COPING THESE PLANS BY WALL MOUNTED HOLLYWOOD LIGHT ANY MEANS IS A VIOLATION { ' / I A20 eN E14 A25 OF FEDERAL COPYRIGHT A20 [• c ' c I LAWS AND WILL RESULT IN A 20 E11 E11 w P A36 A 14 \ \ 2 c A COURT INJUNCTION O I I I W/p \ STOPPING OONSIRUCTION V E15 / Ay UNTIL RESOLVED IN THE COURTS. I \ A�5 I A20 37 I \ A 7 6A20 6T5f r00M A / E 15 ` �A2 A2 20 � 0 A ' A24 \ A36 A38 A38 �0 SCOP� OF WOR # K 2 1– RELOCATE EXISTING ELECT. PNL. 'A" TO NEW LOCATION. I I ELECTRICAL CONTRACTOR SHALL VERIFY AT FIELD REWIRE OF ALL AREA WHERE ROOF WILL BE REMOVED. I-- 2– PROVIDE UNDER GROUND NEW FEEDER TO NEW LOCATIONI I OF ELECTRICAL PANEL FROM A38 A38 i0 W ELECT. METER OUTSIDE (SEE RISER). j 00 Ld � 3– ALL CONDUIT AND WIRES FROM EXISTING PANELS SHALL BE REROUTE TO NEW Q LOCATION ( PROVIDE SPLICE GUTTER W /ACC. CAP. FACE TO GARAGE OVERHEAD) 07 O I Z Z � 0 Ld Q (n 1 Y li�- W A38 A38 uj 0 Q i ZM10 I I Z W -- Z zW LlJ O Lv ��Z� wo �o� 0 U g (n J V7 U U !n DRAM r DA7ES: ELECTRICAL PLAN FIRST FLOOR I 5/ 31 / 08 ONMB JOB NUMBER: SCALE: 1/4"= V -0" FILE NAIVE MECHANI El CMCAL PL UNLB ING _ S P.E. No 65688 P rofessional Eng RODRIGU EZ En PROFESSIONAL 2441 NW 13 St #96 Miami, FL 33125 DESIGN CORP. t FAX 3 05 )63 8-4710 CA — 27469 PH: 305 34 -8466 FAX 305 38 -4710 i �I I I I I it i i it i i 1 � i I A A30 A34 A34 �7 ELECTRICAL SYMBOL LEGEND 32 A32 A34 PLANTER � JUNCTION BOX A30 c � O A 3 /L JB W /SPECIAL SUPPORT FAN &LIGHT r f`OPOJI�V�V �� W/P '� A32 32 A32 Q HIGH HATS LIGHTING h^n II �- MINI HIGH HATS LIGHTING IV p" P�WON � VAPOR PROOF A34 A34 Q CEILING MOUNTED FIXTURE A32 �i t WALL MOUNTED FIXTURE E16 4 O M :) j 0 g MOTOR FOR CHANDELIER 9 O Ic O WP W PB /O / c Q� A29 QUADRUPLEX RECEPTACLE O A29 O O A2 v OA34 A33 A32 A + LA. s + 11 O DUPLEX RECEPTACLE l�II A29 y�i g I� (FLOOR OUTLET) O ® o C11f 1 2 A2 , o A30 2 A32 < ®A P � 34 A3 GFI RECEPTACLE O c O GFI RECEPTACLE 8" ABOVE COUNTER LU c 33 �-- SINGLE RECEPTACLE 16 ¢ Q ¢ ¢ ¢ Q ¢ E8 A33 A ul 2 POLE OUTLET A20 A3 t--® W A RECEPTACLE / 30 SD 30 A20 SD SD O O SWlTCHABLE DUPLEX RECEPTACLE A30 �30 A30 A3 A3 A20 A20 33 (� GARBAGE DISPOSAL ' I ' 34 A3 33 AHU112 A29 A29 SD ASD E6 A R SPOT LIGHT O O `6 SPOT] ELECTRIC PANEL A20 ® E6 A20 © 2007 E6 O A31 A31 L�J EXHAUST FAN E6 A33 COPYRIGHT NONCE Wp WE4THER PROOF E6 O ONE DESIGN BUILD LLC. $ SWITCH % ALL RIGHTS RESERVED. n SWAY SWITCH A29 O A29 A 6 O E6 ANY MEANS IS A VIOIATION COPING THESE PLANS BY 33 OF FEDERAL COPYRIGHT o LOW VOLTAGE SYSTEM SWITCH (DIMMER) LAWS AND 9MLL RESULT IN 4 TELEPHONE AHU • 3.3 Q TELEVISION CABLE OUTLET Al c 16 ° E16 ° E� S TO PP ING COURT INJUNCTION PROOM #2 E6 MA5V � M,00M E6 UNTTI RESOLVED IN THE sD SMOKE DETECTOR COURTS. s® GARAGE DOOR OPENER CONTROLLER A29 E6 N rNrERCOM A29 11 E6 11 QD �' QD A31 DB DOOR BELL A31 48 DBL.BUL3 DECORATIVE O FLUOR. FIXTURE 16X16 ACCES 24 "SINGLE BULB UNDER DOOR 31 r — � CABINET FLUOR. FIXTURE t 22 �4 WALL MOUNTED HOLLYWOOD LIGHT , v � IIA31 A l A31 A c o i i A3 A30 Ir-- W Z 00 Ix W No J aU) ELECTRICAL CONTRACTOR SHALL VERIFY AT FIELD REWIRE OF Z Z F-- _ ALL AREA WHERE ROOF WILL BE REMOVED. Y Q C.O 0) :2 LLJ Ljj Q ZM� Z i � L O m H J S Z W p Z w .. Z :30 :D0 0 � U�tn ELECTRICAL PLAN SECOND FLOOR DRAIN: SCALE: 1 /4 "= V -0" DATES: 3 0 ONEDS JOB NUMBER: C � 7 FILE NAME ril. ELECTRICAL PLL MBING P.E. No 65688 II I Wilbert Rodriguez RODRIGUEZ Professional Engineer PROFESSIONAL 2441 NW 13 St #96 Miami, FL 33125 DESIGN CORP. PH:(305)634 -8466 FAX(305)638 -4710 CA — 27469 -- -.._ -. , E LECTRICAL, NOTES 1) CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, AND EQUIPMENT FOR COMPLETE ELECTRICAL INSTALLATION IN ACCORDANCE WITH THESE DRAWINGS. 2) COMPLY WITH THE N.E.C. AND STANDARD BUILDING CODE. OUTSIDE INSIDE GARAGE HOUSE GARAGE INSIDE OUTSIDE 3) PROVIDE EMPTY CONDUITS AS REQUIRED FOR TELEPHONE SYSTEM. {I 4) OBTAIN ALL PERMITS FOR WORK UNDER THIS CONTRACT. I I I 3 #4 THWN (CU) COMBINATION AUTO/ NOTES 1 8 THWN (CU) G. TRANSFER SWITCH W PROV. RES. SMOKE DETECTOR 110 V SOURCE 5) PROVIDE TEMPORARY POWER AND LIGHT OUTLETS FOR USE BY OTHER ELECTRICAL SERVICE IN 1 ° 0 CONDUIT 16CKT PANEL IN NE W /BATTERY BACK UP PER FBC TRADES. 3R ENCLOSURE. 3 #250 THWN (CU) (E) (R) HPANEL 6) PROVIDE ALL REQUIRED CONNECTIONS FOR OTHER TRADES. IN 2"0 CONDUIT PANEL B PANEL A 7) COORDINATE ALL OUTLET LOCATIONS WITH BUILDING ARCHITECTURAL O 100 AMP 200 AMP FEATURES. NEW MCB MCB NOTES METER PROVIDE ARC FAULT CKT BREAER IN WALL 8) CONTRACTOR SHALL VISIT THE SITE TO FAMILIARIZE HIMSELF WITH 300A 10KAIC IOKAIC BEDROOM CKT (RECEPTICALS, L1HTS & SMOKES) ALL EXISTING CONDITIONS. NEED TO COMPLY W1210 -12 NEC. 9) ALL CABLE SHALL BE COPPER. (EXISTING) 1 #2 THWN CU IN 3 4 10) INDOOR CONDUITS SHALL BE EMT. COND. 16 KW EMERG. 3#6 THWN CU GENERATOR 11) ALL MOUNTING HARDWARE SHALL BE BY CONTRACTOR. 1 #8 THWN (CU) G. C INKING N 01T ER Smm OY� P EfECrO� INSInE �{f 12) OUTDOOR UNDERGROUND CONDUITS SHALL BE SCHEDULE 40 PVC. i IN 1"0 CONDUIT 1 #8(Cu)THWN 5AMeUNIf5VEMAN5 3/4" C.W.P. 3 #4 1HWN (CU) GN1*�1k'CON�CT P W /CArr kY01 LF) UNDER PAVED AREAS IT SHALL BE ENCASED IN CONCRETE. MINIMUM 1 #8 wN (CU) G. COVER SHALL BE 24 INCHES. IN I ' CONDUIT GND. TO NeUMA GAS LINE GROUND FLOOR 3 #2/0 THWN (CU) (1)5/8 "0X10' -0 "G. ROD. FIELD \ / N OT SMOKE E l� 1 4 TH WN CU G. 10' O" � I DEEP GROUNDING IN 1 -1/2 "� CONDUIT — M17p00M OP R 0A1HN6Hf J C D 1�CfOL' = ROD - 1/2" DIAMETER - N001 EVERY CONTRACTOR SHALL COORDINATE IN FIELD W/ OTHER TRADES T REINFORCEMENT STEEL BAR / AS PER NEC 250 -52 -C PRIOR START OF CONSTRUCTION FOR THE STRUCTURAL BEAM, SLAB, O&C51p� TRUSSES, ARCHITECTURAL DETAILING AS PRE -FAB FORMS REVELING OF5WIrCH �- TR + 3�1� CEILINGS, ARCH WITH THE LOCATION OF CEILLING OR WALL GRILLES, UC,I -plC/N, p15Fp PIA6PAM �- DUCT WORKS, RETURN GRILLES, LIGHTING FIXTURES, SWITCHES smrc�tnlea � 5G&L : N.T.5. 120 V, LINE RECEPTACLES OR ANY OTHER DEVICES. AND TO NOTIFY ARCHITECT/ it � SWIrcH � � ENGINEERS IF ANY CONFLICT OCCUR PRIOR ITS INSTALATION, NO ADDITIONAL COST TO OWNER CAN BE APPLIED. WOKE PMCMV, COMMN n��" L z Z i ELECTRICAL SYMBOL LEGEND © 2007 ..,CENTER y t `° (EX Q JUNCTION BOX TYPE: LOAD MAIN BUS: 2 00 a COPYRIGHT NOTICE SERVICE: 1ST FLOOR a.r. SWITCH L /t J8 W /SPECIAL SUPPORT FAN & LIGHT NEW PANEL A NEUTRAL: 20o a ONE DESIGN BUILD LLC. (EXISTING) VOLTAGE: 1201240 10, 3W MAIN. M c8 ?6 KW N. Q HIGH HATS LIGHTING MOUNTING LOCATION: SURFACE ALL RIGHTS RESERVED. EXI ELECT. PNL A' AICS: 22 000 COPING THESE PLANS BY CA ` SHALL BE RELOTED - MINI HIGH HATS LIGHTING PROADE SPLICE BOX. ANY MEANS IS A VIOLATION dQ VAPOR PROOF N W � p o o p _j N N OF FEDERAL COPYRIGHT O © a ¢ Z W W W z z w W Z UJ ¢ a LAWS' AND VALL RESULT IN (EXISTING) O CEILING MOUNTED FIXTURE � I ¢ 0 N N REMARKS REMARKS 'rN ON F-¢ A COURT INJUNCTION ELECT. METER (EXISTING, y & SERVICE PANEL A 200 AMP ¢ IZ 1 � 0 N � N � U � � V V) 0, � ¢ STOPPING CONSTRUCTION McB. WALL MOUNTED FIXTURE MOTOR FOR CHANDELIER 30 2 5600 314 10 AHU 13 1 2 UNTIL RESOLVED IN THE 2 70 COURTS. J21. PICTURE WALL MOUNTED FIXTURE 3 4 EMERGENCY PANEL 6 1 1 15673 30 2 4500 1 10 CU 13 7 8 POOL EQUIPMENT 12 112 2500 1 20 QUADRUPLEX RECEPTACLE 30 2 5600 314 10 AHU 2 9 10 DOBLE OVEN 6 314 8000 1 40 # 11 12 GFI RECEPTACLE '. 13 14 WASHER 12 1/2 1500 1 2p GFI RECEPTACLE 8 ABOVE COUNTER 30 2 4500 1 10 CU 12 iS 16 KITCHEN HOOD 12 112 1200 i 20 e- SINGLE RECEPTACLE 20 1 1500 112 12 SMALL APPLIANCES 17 18 JACUZZI 12 112 1200 1 20 F4 2 POLE OUTLET RECEPTACLE 20 1 1500 1 12 SMALL APPLIANCES 19 20 GENERAL REC./'LIGHTS 12 1 * 1 20 20 1200 1 2 12 D/SWASHER 21 22 GENERAL LIGHTINGS 12 1 2 * 20 S WITCHABLE DUPLEX RECEPTACLE / 1 o GARBAGE DISPOSAL 20 1 600 112 12 DISPOSAL 23 24 GENERAL LIGHTINGS 12 1/2 * 1 20 SPOT LIGHT 20 7 -- 112 12 GENERAL REC. LIGHTS 25 26 GENERAL REC. /LIGHTS 12 112 * 1 20 20 1 * 112 12 GENERAL LIGHTINGS 27 28 GENERAL LIGHTINGS 12 112 * 1 20 i:® ELECTRIC PANEL 0 20 1 * 112 12 GENERAL REC. /LIGHTS 29 30 GENERAL REC. /LIGHTS 12 112 * 1 20 L�J EXHAUST FAN Q 20 1 * 112 12 GENERAL LIGHTINGS 31 32 GENERAL REC. /LIGHTS 12 112 * 1 20 Wp WEATHER PROOF 20 * 1 2 12 GENERAL REC. LIGHTS 0 33 34 GENERAL LIGHTINGS 12 112 1 20 W SWITCH 20 * 12 EXTERIOR REC. /LIGHTS 35----4-36 EXTERIOR RECEPTACLE 12 112 * 1 20 Z 00 Ld a 3WAY SWITCH 20 1 * 1 2 12 GENERAL REC./LIGHTS 37 38 GENERAL LIGHTINGS 12 112 * 1 20 0 J NO LOW VOLTAGE SYSTEM SWITCH (DIMMER) - - - - - SPACE 39--46-40 SPACE - - - - - Z = -4 TELEPHONE - - - - - SPACE 41 42 SPACE - - - - - W ¢ y TELEVISION CABLE OUTLET t\ 0) :2 W CID sD SMOKE DETECTOR CONNECTED LOAD WIHTOUT A/C LOAD 52000 Z O •® GARAGE DOOR OPENER CONTROLLER LTS & RECEPT.+ SMALL APPLIANCE_________ 3,000 Z •. r N� INTERCOM (FIRST. 3000 VA © 10090) p: FD B D OOR BELL THE REST @ 359'____-- _____________ 1, 794. O_ m RANGE + OVEN-- __------ 8,0001 fn 2 }= 48 "DBL.BULB DECORATIVE OTHER APPLIANCE MORE THAN FOUR® 7590____6,525 Z W S z UJ .. Z O FLUOR. FIXTURE 0 W 1< A/C ® 10090 ---------- - - - - -- 11 � 200 W ®m F- ¢ - - - - -- FEEDER SEE RISER _10n001— 24 "SINGLE BULB UNDER SUB. PANEL -------- 15,673 15,673 U 2 (n J (n U U (n CABINET FLUOR. FIXTURE TOTAL ___-- -------- __-- ------ 46,193 FED FROM SEE RISER 5C0p� Or WORK O WALL MOUNTED HOLLYWOOD LIGHT AT ® 240V --- — --- -------------- —192 AMP A NEW LOAD CALCULATION NEEDED FOR THIS JOB ONLY FOR PANEL "A" BECAUSE ALL CIRCUIT DRAW WERE ADDED TO IT. THE PANEL IS 200 AMP MCB AND WILL REMAIN AS IT IS, JUST WILL BE * AS PER SQ -FT OF CONDITION SPACE. RELOCATED ELECTRICAL SERVICE REMAIN AS IT IS. ARC FAULT CIRCUIT INTERRUPTED PROTECTION DATM I DI 3/51/08 ONED8 JOB NUMBER: FIE NAME: NMCHA CAL - ELw nuCAL PLUMBING ELECTRICAL NOTE DETAIL s P.E. No 65688 G Wilbert Rodriguez a 9 RODRIGUEZ Professional Engineer PROFESSIONAL M1'S 3 S #96 Miami FL 33125 2441 NW 1 : DESIGN CORP. < n c E o a PH:(305)634 -8466 FAX(305 )638 -4710 CA - 27469 o V 1 3 0 C C e i i j I' II i f I � I I i I I ' li { 1 i { I i i i i I • 1 PERMT ': F— . � M,ami Shores V fla e �? e r ^� g I APPROVED BY DATE P �ry n1 ZONING DEPT BY: -- BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS 3 C3 G Q i c c �I