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80 NE 94 St (8)O r Pi kA) ts' g -14-02 F L7vD ,r. ''/ . • 61 G 7 LT —• r-- ... /rrk.: frteriid YChj I' „; ., !���; C INIMME iinfek4 2 - , . , c L. r- s rogJI- LEY,1 -' °'/, 233rraI 77/4 Ado/ - n n r a f e. i d : : le -i¢ U / : o ' L i L_.. _1 Li i__i A 1 • 5i.uceo RtP 3 R CuiC(tti (2,, - ' R P4 1 I c•1•V•1 L E•N•G•I•N•E•E•R Al LS. Corporation 10221 Southwest 16 Street Miami, Florida Project: Dear Sirs; LG ENGINEERING SERVICES, INC. Consulting Engineers 2020 Northwest 7th Street Miami, Florida 33125 Tel: (305) 649 -6454 Fax: (305) 541 -3298 TILE UPLIFT TEST Residential IIouie 80 Northeast 94 Street Miami, Florida Information provided by : Permit Number: BD 2002 -1847 Date Completion: January 15, 2003 Roofing Contractor: M.I.S. Corporation LG Engineering Services, Inc. Project Number: LG03 -0116 (Testing Laboratory Certificate #00- 0224.07) January 20, 2003 In accordance with your request and authorization, a representative ofLG Engineering Services, Inc. completed the RoofTile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard RAS No.106 -- Standard procedure for field verification o f the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 5000 square feet, and the mean height of the roof is less than 30 feet above ground surface. The type of tile used for this project was reported to be Monier Roof Tile. This tile was reported to have been foamed in place. At the time of this testing, one test for every corner, one test for every 100 square feet of roof tile in the perimeter area and one test for every 200 square feet of roof tile in the field area were tested. Initially the entire area of the roof was examine for loose tile. More than 10% of the roof tile located in the field area and more than 20% of the roof tile at the roof perimeter and corner were physically examined. Based on our test results, we conclude that the installation of the roof tile at the above referenced project meets the test requirement outlined in the above Mentioned protocol. Attached please find a copy of our test report for your review. LG Engineering Services, Inc. appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; LG Engineering Services, Inc. r /1 hamad Sonny Salleh, P.E. Project Manager 'FILE IYL1F TEST Residential Home 80 Northeast 94 Street Miami, Florida Test Number Test Load (lbi) Test Status 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass , 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass Report of TILE UPLIFT TEST for Residential Home 80 Northeast 94 Street Miami, Florida Project Number: LCO3 -0116 LG Engineering Services, Inc. -- Tile Uplift Test Result -- Project Number: LG03 -0116, Page 1 "Test Number 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 'Test Load (lbf) 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 'Test Status Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass LG Engineering Services, Inc. -- Tile Uplift Test Result -- Project Number: LG03 -0116, Page 2 Test Number 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 Test Load (lbt) 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 Test Status Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass LG Engineering Services, Inc. -- Tile Uplift Test Result -- ProjectNumber.. LG03 -0116, Page 3 Test Number 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 Test Load (Ibt) 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 'Test Status Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass LG Engineering Services, Inc. -- Tile Uplift Test Result -- Project Number: LG03 -0116, Page 4 EOU \3ATIO\ SCHEDULE " " v1ARK SIZE REINFORCING 1ARKS 14 13 r - 1 3' - 8"X12" e1- 4 #5 CONT. & - . -@ tZ / -h Sec. Z -. ' .1 d< F -2 EXISTING EXISTING ( " " 50' ,TL. n. N 16 15 14 13 r ", .• ,.. g'LZ L M N Ak 1 ,. J - 0 Ln 51111111•11111111111111111111111IMIIMI1111111111111111111M EXIST. POOL EXIST. ONE STORY RESIDENCE EXISTING DRIVEWAY 30 - WFST SFTRACK l . •4 • • • • • • • •••••• ••• • • •• • • • • • . • 4 n 5/8" STUCCO ON BOTH SIDES OF WALL. EXTEND 6" BELOW GRADE HORIZONTAL REINFORCING EVERY OTHER COURSE W Z WALL FOOTING (4) #5'S CONT. OCA SCALE: 7- N1C SCALE: 1 / L „ _ 1 . .: WA N.E. 93RD ST. ALLEY N.E. 94TH ST. 1 "= 1 00' SCALE ::. 3/4 " =1 '-0" ON MAP NEW 8 "X12" TIE COLUMN 10' -6" FINISHED GARDE #4'S @ 12" 0.0. O\ NEW 8 "X12" TIE BEAM W /(4) #5'S CONT. AND #3 TIES @ 48" 0.C. FILL W /3000 PSI. CONC. #5'S DOWELS @ 48" 0.C. LEGAL DESCRIPTION LOT 1 AND 2, AND THE EAST 1/2 OF LOT 3 BLOCK 3, AN AMENDED PLAT OF MIAMI SHORES, SECTION No. 1 ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, PAGE 70 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. SCOPE OF WORK 1) NEW 5' -0" HT. CONCRETE WALL 2) NEW (2) 5' -0" X5' -0" HT. METAL GATE 1 0 m ..A- SCALE: 3/4 " =1 ' -0" EXIST. 750 GAL. SEPTIC TANK &, DRAIN FIELD NEW 5' -0" HT. CONC. WALL #5 BARS WITH EPDXI EXISTING CONCRETE WA EXISTING CONCRETE FOOTING COLUN N SCHEDULE 8 "X8" CONCRETE COLUMN W/1 #5 CONTINUOUS 8 "X12" CONCRETE COLUMN W/4 #5 CONT.. AND #3 STIRRUPS 4 8" C.C. DRILL 6" INTO EXISTING & SET W/ EPDXY GROUT @ 48" 0.C. • EXIST. WATER LINE & METER TO WATER HEATER 131.45' E NEW 8 "X12" TIE BEAM AT TOP OF CONC. WALL NEW (1) 4'- 0 "X5' -0" HT. METAL GATE SCALE: 1 /8 "= 1 ' —O" - FLAN 4' -0 0" i7' � T FPL POLE NEW TRASH ROOM MIN. 40 S.F. NEW 4" CONC. SLAB & 6"X6" W1.4XW1.4 WWF ON COMPACTED FILL EXIST. 750 GAL. SEPTIC TANK & DRAIN FIELD EXIST. ELECTRICAL METER NEW 5' -0" HT. CONC. WALL NEW (2) 6 -0 „ METAL GATE 1 1 '.j 0r REVISIONS OWNER SUBMISSION 10 -16 -03 BY 1 La I co o 0 CD Tri `1 Lill 7 H I 0 L�J IEK 0 DRAWN M.M. CHECKED M.A.C. DATE 9 -25 -03 SCALE AS SHOWN JOB NO. 03 SHFET • s / ` OF 1 SHEETS ,5L.z 13 50' 14 15 ,5'LZ cD DRAWN M.M. CHECKED M.A.C. DATE 8 -28 -02 ili50. k\ N ,5'LZ u�i ~ /A OF 1 SHEETS N■ DRAWN M.M. CHECKED M.A.C. DATE 8 -28 -02 SCALE AS SHOWN JOB N O. 02 SH EET /A OF 1 SHEETS O 0 O 0 EXIST. BATH EXISTING FLORIDA ROOM EXISTING BEDROOM NEW WINDOWS n u 0 00 O O EXISTING KITCHEN 1 1 • • 0 EXIS BATH EXISTING BEDROOM 0 EXIST. I ' BATH i EXISTING BEDROOM EXIST. - eLOsE - T - _ CLOSET EXISTING DINING REMOV DOOR • AREA OF NEW WORK L- / • J �E EXIS WALL EXISTING LIVING ROOM • VE NG NEW DOUBLE FRENCH DOORS `' RAISE UP TO MIN. ELEVATION NEW FAMILY ROOM EXIST. PANEL ETC) REMAIN NEW RAISED FLOOR OMMEMM I �fl - ' - a -- -- v '' ,- r--- ---- -- -- y • EXISTING DEN J EXISTING BEDROOM 4 2 EXIST. WALL Tur PROPO F 00 SCALE: i /4" OPOSED SCALE: 1 /4" = 1 ' _ 0 " °POSED E EVA SCALE: 1 /4" = 1 ' —0" EXISTING STORAGE EXISTING GARAGE y A\ J J 1 E EVA i NEW WINDOWS • • / REMOVE EXIST. DRIVWAY 30'_2 WEST SETBACK NEW DOUBLE FRENCH DOORS 'Z Q- )) x '' ,,i, 0 o , ,i/' \ 0 p ) t/ i \ LEGAL DESCRIPTION ,,D \) A LOT 1 AND 2, AND THE EAST 1/2 OF LOT 3 BLOCK 3, AN AMENDED PLAT OF MIAMI SHORES, SECTION No. 1 ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, PAGE 70 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. 11 SCOPE OF WORK 1) RENOVATE EXIST. NORTH & WEST ELEVATION • • • 1 • • 1 _ 42 - AREA OF NEW WORK W 1 1 1 1 1 13 0 131.45' E. SCALE: 1 " =20' LOCA ON MAP SCALE: 1" =100' ■ ALLEY 20 -S BAST S ETRAC N.E. 94TH ST. N.E. 93RD ST. 0 N C 0A I Li Q 1- If w z NEW DRIVWAY KNOW THE FLORIDA LITTER LAW. 413 DEGREE FLORIDA STATUTES 403.413 3Rt7 DEG ., E iALILLEGaLDUM,4 :r Cl.t�i�t�RC 4 , ... CAN BE PUNISHABLE. BY FELONY �1 i Iti.H , - EQUIPMENT AREA T FINES, « .FEITTLt<E CF p l SCt`;�;ti = ' �KD CIVIL PENALTIES, NEW WORK 14 F O R .11 l� DATE �i� 5 L iE D>_R;L, STATE AND cGUN1 3 r,- _ t ' a. ,�(;; SE;; cS I-GR ;CCC2ACY RCS_ PLANS. %=1_C i)A C "'D'N'A CO)E S ADOI BY _'. V .! " ARC- c , sta i R & SUB T ", I [( THE •^i EDG C ALL „Nt)IC, EU HE.RE;N. REVISIONS BY REVIEW SUBMISSION 9 -4 -02 Q Q w 1� w 1_ ' /) - r, tai cz, Q =DCVO OOU a ¢QQ -CO Y N ' L Li 0 11 (jr) cn II 0 Z Q Z a_ — o z 0>F--v) O Lam! 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I I I GFI N GFI E GFI I GFI S A -19 O O A -42 IA -19 I � A -19 E t A -17 / A -17 N E .u►.TING Y \l KITCHEN N O► O " A -04 A -02 N A -04 E GFI W GA t11 A -01 N A -Q6 A - 05 N G1 A -0 tE 2 EXISTING BEDROOM L- XIST. TH EXIST. BATH EXISTING BEDROOM WP /GFI N A -15 A -15 / A -41 E 4N L- A -17 A -41 A -41 EXISTING DINING A -33.35 NEW A/ /GFI N A-23 A -23 1 N A 1 EXISTING LIVING ROOM N EW FAMILY ROO A -31 GFl /WP _E 4 Aft' E A -39 GFI N A -10 E 3W EXISTING OOL PUMP EXISTING METER TO BE RELOCATED IN ORDER TO COMPLY WITH WORKING CLEARANCE ACCORDING TO NEC 1 10.26 NEW A/C C/U ; 1 A -10 A -13 EXISTING BEDROOM EXISTING DEN C AL FLOOR A-08,10 N 1 N A A -13 A -32 EXISTING A -28.30 A -41 / NEW PANEL "A" A -06 SPRINKLER PUMP /NE\'\' A C COMPRES OR R EYES- GAVILAN CONSULTING ENGINEERS_ INC. ARISTIDES REYES— GAVILAN, P.E. CERTIFICATE OF AUTHORIZATION # 8464 STATE REGISTRATION P.E. 0048181 8560 N.W. 169 TERR. MIAMI LAKES, FLA. 33016 TEL: (305) 828 -5205 FAX: `305) 828 -6484 megaelec©beilsouth.net REVISIONS ( BY OWNER SUBMISSION 9 -4 -02 OWNER REVISION 4 -29 -03 DRAWN D.R.G. CHECKED A.R.G. DATE 10 -9 -02 SC ALE AS SHOWN OF 1 SHEETS 1 . ALL WORK SHALL BE IN ACCORDANCE WITH NATIONAL ELECTRICAL CODE, FLORIDA BUILDING CODE AND OTHER APPLICABLE CODES AND STANDARDS. 2 a) THE DRAWINGS ARE DIAGRAMMATIC AND DO NOT SHOW ALL OFFSETS, BENDS AND BOXES REQUIRED TO MAKE A COMPLETE NEAT INSTALLATION IN ACCORDANCE WITH N.E.C. b) WHEN CONFLICTS ARISE IN LOCATIONS WIRING DEVICES, ELECTRICAL EQUIPMENT, DISCONNECTS, PANELBOARDS, ETC. DUE TO FIELD CONDITION OR IMPROPER FIELD COORDINATION CONTRACTOR SHALL BRING IT TO THE A / E's ATTENTION AND AT NO EXTRA COST RELOCATE, AND OR EXTEND WITHIN A REASONABLE DISTANCE SUCH ITEM WHICH IS IN CONFLICT. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING LOCATION OF ALL COMPONENT PRIOR TO ROUGH IN WITH ALL TRADES NO EXTRAS WILL BE ALLOWED FOR FAILURE TO DO SO. 3 . THE CONTRACTOR IS RESPONSIBLE FOR EVALUATING FIELD CONDITIONS BY VISITING THE SITE PRIOR TO COMMENCING / BIDDING WORK. 4 THE CONTRACTOR SHALL SATISFACTORILY REPAIR /REPLACE EQUIPMENT OR PART OF STRUCTURE DAMAGED AS A RESULT OF HIS WORK. SURFACES AND FINISHED AREAS SHALL BE RESTORED TO MATCH ADJACENT AREAS. 5 . APPROVAL SHALL BE OBTAINED FROM AN STRUCTURAL ENGINEER PRIOR TO CUTTING OR DRILLING ANY STRUCTURAL SUPPORT MEMBER. 6 . ALL DEVICE BOXES SHALL BE INSTALLED FLUSH AND RUN CONCEALED IN FINISHED AREAS EXCEPT AS SPECIFICALLY SHOWN /NOTED OTHERWISE. 8 GENERAL ELECTRICAL NOTES WIRE SHALL BE REMOVED BACK TO SOURCE FROM INACCESSIBLE RACEWAYS NOT REUSED. INSTALL BLANK PLATES ON FLUSH OUTLETS NOT REUSED. PLATE COLOR SHALL MATCH ADJACENT SURFACE AS NEAR AS POSSIBLE IN FINISHED AREAS. INSTALL POWER AND CONTROL WIRING AND REQUIRED CONTROL COMPONENTS FOR AIR CONDITIONING SYSTEMS AS SHOWN /NOTED ON THESE DRAWINGS AND PER OTHER APPLICABLE DRAWINGS / INSTRUCTIONS. SEE AIR CONDITIONING DRAWING. ALL MATERIAL REMOVED SHALL BE DISPOSED OF AS DIRECTED BY OWNER. 10 . ALL CONDUCTOR SHALL BE COPPER. 11 . ALL MATERIALS SHALL BE U.L. APPROVED. 12 . CONTRACTOR SHALL SEAL ALL FLOOR OPENING WITH A FIRE SEAL SIMILAR TO 'OZ' FLAME SEAL. 13 . SEE ARCHITECTURAL DRAWING FOR INFORMATION CONCERNING EXISTING CONDITIONS, NEW WORK AND COUNTER DETAILS. 14 . NEW TYPEWRITTEN PANEL TALLY SHALL BE FURNISHED AFTER JOB IN COMPLETED REFLECTING ALL CHANGES AND ADDITIONS. 15 . ALL WIRING DEVICES T BE P IFI .T s WITH PLASTIC COVER PLATES EQUAL TO LEV .)500 SERIES (SWITCHES); 5252 SERIES (RECEPTACLES). 16 . ALL EMPTY CONDUITS TO BE PROVIDED WITH NYLON PULL STRINGS. 17 . FUSES SHALL BE DUAL ELEMENT, TIME DELAY TYPE UNLESS OTHERWISE NOTED. 18 . A/C EQUIPMENT WIRING, BREAKER AND FUSE SIZES ARE BASED ON A/C EQUIPMENT SPECIFIED ON CONTRACT DRAWING. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL WIRING, BREAKER AND FUSES SIZES IN ACCORDANCE WITH A/C EQUIPMENT NAMEPLATE REQUIREMENTS IF DIFFERENT FROM THAT SPECIFIED ON DRAWINGS, AS WELL AS ANY FEEDER CHANGES BEING AFFECTED BY THIS CHANGE CONTRACTOR SHALL MAKE ABOVE MENTIONED CHANGES AT NO EXTRA COST. 19 . CONTRACTOR SHALL COORDINATE ALL HIS WORK WITH OTHER TRADES IN OTHER TO FURNISH AND INSTALL ALL CONTROL WIRING AND RACEWAYS, ALL POWER CONTROL CIRCUIT WIRING AND RACEWAY AS SHOWN ON THE AIR CONDITIONING DRAWING OR SPECIFICATIONS. IF AIR CONDITIONING IF DRAWING REFER TO MANUFACTURERS WIRING DIAGRAMS, THE CONTRACTOR SHALL VERIFY WITH SAID MANUFACTURER ALL REQUIREMENTS AND INCLUDE ALL RELATED WORK IN HIS CONTRACT. 20 . RISERS ARE DIAGRAMMATIC ONLY. THEY DO NOT SHOW EVERY BEND REQUIRED FOR THE INSTALLATION. G.F.I. WP FLOOD LIGHT. RATED FOR WET LOCATION WHEN MOUNTED OUTDOOR CEILING MOUNTED 1' -O" x 4' -O" FLUORESCENT LIGHT FIXTURE 0 N R W /P ELECT RI CAL L EGE\ D SINGLE POLE TOGGLE SWITCH - THREE - WAY SWITCH DUPLEX RECEPTACLE - + 18" SINGLE RECEPTACLE - JUNCTION BOX SPECIAL PURPOSE OUTLET TELEPHONE OUTLET - SMOKE DETECTOR (CLG. MTD) 125 V, WITH BATTERY BACK UP CONNECTED TO NEAREST KITCHEN OR BATHROOM LIGHTING UNSWITCHED CIRCUIT. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED TO SOUND SIMULTANEOUSLY ELECTRIC PANEL GROUND FAULT INTERRUPTOR WEATHER PROOF DISCONNECT SWITCH ELECTRIC MOTOR TELEVISION ANTENNA OUTLET INCANDESCENT FIXTURE - WALL MOUNTED DENOTES EXISTING ITEM DENOTES NEW ITEM DENOTES RELOCATED ITEM METER INCANDESCENT FIXTURE ENCLOSED PUSH BUTTON WALL MOUNTED LUMINARIES, VERIFY HEIGHT IN FIELD. MINIMUM 7' - 6" AFF DENOTES W T PRO 21 . THIS DRAWING IS A GUIDE FOR THE ELECTRICAL INSTALLATION OF ELECTRICAL SERVICE. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE A FUNCTIONING SYSTEM. 22 . ALL CABLES SHALL BE RUN WITHOUT SPLICES EXCEPT OTHERWISE INDICATED. 23 . ALL PULL AND JUNCTION BOXES SHALL BE ACCESSIBLE AT ALL TIMES. 24 . EXACT POINT AND METHODS OF CONNECTION SHALL BE DETERMINED IN FIELD. 25 . ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER. 26 . ALL ROUGH IN DIMENSION ARE TO CENTER LINE OF DEVICE UNLESS OTHERWISE NOTED. 27 . ALL EXTERIOR SURFACE MOUNTED LUMINARIES, POSTS, POST TOPS, POLES AND AREA LIGHTING. LUMINARIES TO HAVE FINISH COLOR TO MATCH ARCHITECTURAL WINDOW FRAME COLOR UNLESS OTHERWISE SPECIFICALLY NOTE 28 . ALL BEDROOM OUTLETS TO COMPLY WITH NEC 210 -12. 29 . ALL CEILING OUTLET BOXES INSTALLED IN A LOCATION IN WHICH CEILING FAN WOULD 'L INSTALLEDD SHALL BE LISTED AS ACCEPTABLE FOR FAN SUPPORT. 30 . CONTRACTOR TO PROVIDE END LINE FUSES FOR FLUORESCENT LIGHT FIXTURES. 34 . THE USF 33 . LUMINARIES FIXTURES IN CLOTHES CLOSETS TO COMPLY WITH NEC- 410.8. NMC IS PERMITTED AS A WIRING METHOD. N.T.S. LIKELY 31 . UNDERWATER WET NICHE SWIMMING POOL LIGHTING FIXTURES SHALL BE OF THE TYPE FOR USE WITH 15 VOLTS OR LESS. 32 . CONDUITS INSTALLED UNDERGROUND SHALL BE SEPARATED FROM OTHER TRADES PIPING BY A HORIZONTAL DISTANCE OF 10' (OUTSIDE TO OUTSIDE). 35 . CONTRACTOR IS ALLOWED TO REARRANGE THE DISTRI UT1ON OF THE ELECTRICAL LOAD CONNECTED TO BRANCH CIRCUITS IN FIELD AS LONG AS LOAD BALANCE & INDEPENDING CIRCUIT LOADING IS IN COMPLIANCE WITH NEC. GROUND LEVEL EXTERIOR HO,SE WALL (SEE FLOOR PLAN) N EW 3 # 2/0 IN 2 "C TO FPL. SERVICE NEW FPL. METER COMBO NEMA 3R 120/240 V, 200 A SERVICE RATED \ 0LTAE:12012471 \.'. I MAIN: 2P -2 .A 1'!L° S D 3�; 2 @ 04= co . „..c LOAD g E:5 707_41. 1) LoA ,tsco { INTERIOR GARAGE WALL (SEE FLOOR PLAN) NEW PANEL NEW ' 3 # 2/0 IN 2" C EXIST. 1# 4 IN 1/2"C TO CPW AND (2) 5/8 "DX10' LONG GND. DRIVEN GALVANIZED STEEL RODS 6' APART MIN. AGRAV 35,L 1.. 149 10 KA.IC PANE L ".I' LO AD .AN .ALYS I S (0.ASED ON 120 f V, 1 P1-I 3IPL() T C? T.AL CONI'1 TED LC'AC = '33.2E4 Via. FIRST 10 KrvrA 1C' = 1O,O0 •r VA VA NE 'Rft PANEL " ' G MCI L1 TYPE: GE T NO: FLUSH t REYES- GAVILAN CONSULTING ENGINEERS, INC. ARISTIDES REYES- GAVILAN, P.E. CERTIFICATE OF AUTHORIZATION # 8464 STATE REGISTRATION P.E. 0048181 8560 N.W. 169 TERR. MIAMI LAKES, FLA. 33016 TEL: (305) 828 - 5205 FAX: `305) 828 - 6484 megae1ec ©be11south.net OWNER SUBMISSION 9 -4 -02 WN_R R_VISION 4 -29 -03 (2 0 T 00 Z 0- ® LLJ Q W W LAJ cn CLbi Ll1 O U CIRCUIT POLE � '..,'CI `K"N1P "L11f IRE , CO D. �.,'"C L T AM P . IT CIRCUIT E.. ANAF' 3. SIZE 1 1111121111[111S111111 1,. .TO ",'. D ESlQ ' T1UN �' .' 54.E. , PLANCES F2EDROOMRECEPT.►"-'rCLE(F.: -1 2# - 4.4\111'0 01 Cr *1 010 �1 k ., i U$'' -JO1 .1 FECE6 T.A.C� r S 1115 _ �� _ 1; ti C� 24214.4W i �r rl 0;2' �� r'+ ry : � 12.A1‘111 �., .I l, - -. S AmALLAF'PLAA#CEE' I DEL' ROCI 11x1 R E C P Trw. C LE S 1.15 5: 2# 4' 'l l>'' 3 05 CIEI 2* 12 .AA111 0 570 1, .AT H R Et O'i.i9 F E C EP TrAC E DE D a , C sM R E C P T. C E. 3 1 5 �.�� -s. 0 �+.! i.i 2 �1 -1 k ' 2 9 :.�� 1 r C. 0(''�-. 07 S. �{_ .r ��.'.���1' � 1�'1 C 2 t � l . _t� 1 , '' r 2 t.tit°..' r:'� �+ .�-� r, ,"4��r'.�L1 -��. EE .POOM R E C EP T'_A C LE S i :1 24 14_41V �.. � '1 L ,1` -:.�, ._ ,..1 LL, L. � y, �y may, L, � ^ 3 , ' ,. Ili E C P A>• I P S ;.70 24 4.4.'01.G - 1 ~ 2* 2 ,4 'S • '1 - NC a.114.- 9 EDROONMM REC.P'T'_A.CL " 1115 570 2# 14_41.1'0'G 13 14 2 .040 GENER'aL LIGHTS 1.115 •S7 0 2 14 - 41. G 15 15 2* 12.A 91! 1 1 tICO 1.320 . REFRIGERATOR GENERAL LIGHTS 1,15 570 7 a It , _�1i'! 'v � . `l E • , 2 �i C� .~��1�! �.. 1 ,1: � r � P � � L . Li 15.171 ( «E`wlE R .4 L LIGI -4TS r1.15 570 2 # 1 A1.11.1 1Q , C1 1 '`1 rte.+ L U H , S ! 570 2 rl's A1X G 21 . � 2 * 12 .A.'WW1.t G 1A 0 020 G E DOOR OPENER r'. r� r r �' >_' .AL U('HT_ _ 1 . r L1� _ ti! 0 r, ! I , r� .e.# 4.+ \ft ? t-y!y 23 rl .t. ti �1 � n �* 10.4 'L1■ C� r} - 1 : } 2' r'1 rry P'R1NCLER PLI r,,,1F '�9 E r4 1� -..'" .L UI q. H 13 1 :�1 5 d 0 2 � f 14 .ti '� LPk1 11� � i.� IP 28 '3 10. V11"C� 2, 2,� H rER .CE y .i E1tidE . L U'ti I1T :15 570 2 14.4W 20 30 ' 2 , 1= 7 7 .-L U G H I 1.15 ;570 2 4 I G 31 . 2 2 12.AWG 1 eon 1,020 WAGNER NZ .A_HLI LI`'a1T # 1 2.‘30 2 # 5 _ kiti G IN ,I'1 C 2,250 ZeCI �, �� E 1� E R �Z U �, -►. T � 1115 � ,�-1 � _ 24 �d ',r 3 i � , : ,. � 2 1 ' . C. � # ,..�,k�l �r .? ' E: ti ' � L � ; 1 ' 2 a' C C..'1.1 a 1 ENER.AL I-10 -1TF 1115 570 2# - 14.' 1.111'0 1 (.3ENEF:rAL 1J H I 1115 570 2. - 14. '1111'c 41 42 . - 12. "a 110 1.2-00 0 • .20 DIti 1'0,14.-,!-HER I I �. LOAD . � .�1 c., SOFT" -. 4 1 . ALL WORK SHALL BE IN ACCORDANCE WITH NATIONAL ELECTRICAL CODE, FLORIDA BUILDING CODE AND OTHER APPLICABLE CODES AND STANDARDS. 2 a) THE DRAWINGS ARE DIAGRAMMATIC AND DO NOT SHOW ALL OFFSETS, BENDS AND BOXES REQUIRED TO MAKE A COMPLETE NEAT INSTALLATION IN ACCORDANCE WITH N.E.C. b) WHEN CONFLICTS ARISE IN LOCATIONS WIRING DEVICES, ELECTRICAL EQUIPMENT, DISCONNECTS, PANELBOARDS, ETC. DUE TO FIELD CONDITION OR IMPROPER FIELD COORDINATION CONTRACTOR SHALL BRING IT TO THE A / E's ATTENTION AND AT NO EXTRA COST RELOCATE, AND OR EXTEND WITHIN A REASONABLE DISTANCE SUCH ITEM WHICH IS IN CONFLICT. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING LOCATION OF ALL COMPONENT PRIOR TO ROUGH IN WITH ALL TRADES NO EXTRAS WILL BE ALLOWED FOR FAILURE TO DO SO. 3 . THE CONTRACTOR IS RESPONSIBLE FOR EVALUATING FIELD CONDITIONS BY VISITING THE SITE PRIOR TO COMMENCING / BIDDING WORK. 4 THE CONTRACTOR SHALL SATISFACTORILY REPAIR /REPLACE EQUIPMENT OR PART OF STRUCTURE DAMAGED AS A RESULT OF HIS WORK. SURFACES AND FINISHED AREAS SHALL BE RESTORED TO MATCH ADJACENT AREAS. 5 . APPROVAL SHALL BE OBTAINED FROM AN STRUCTURAL ENGINEER PRIOR TO CUTTING OR DRILLING ANY STRUCTURAL SUPPORT MEMBER. 6 . ALL DEVICE BOXES SHALL BE INSTALLED FLUSH AND RUN CONCEALED IN FINISHED AREAS EXCEPT AS SPECIFICALLY SHOWN /NOTED OTHERWISE. 8 GENERAL ELECTRICAL NOTES WIRE SHALL BE REMOVED BACK TO SOURCE FROM INACCESSIBLE RACEWAYS NOT REUSED. INSTALL BLANK PLATES ON FLUSH OUTLETS NOT REUSED. PLATE COLOR SHALL MATCH ADJACENT SURFACE AS NEAR AS POSSIBLE IN FINISHED AREAS. INSTALL POWER AND CONTROL WIRING AND REQUIRED CONTROL COMPONENTS FOR AIR CONDITIONING SYSTEMS AS SHOWN /NOTED ON THESE DRAWINGS AND PER OTHER APPLICABLE DRAWINGS / INSTRUCTIONS. SEE AIR CONDITIONING DRAWING. ALL MATERIAL REMOVED SHALL BE DISPOSED OF AS DIRECTED BY OWNER. 10 . ALL CONDUCTOR SHALL BE COPPER. 11 . ALL MATERIALS SHALL BE U.L. APPROVED. 12 . CONTRACTOR SHALL SEAL ALL FLOOR OPENING WITH A FIRE SEAL SIMILAR TO 'OZ' FLAME SEAL. 13 . SEE ARCHITECTURAL DRAWING FOR INFORMATION CONCERNING EXISTING CONDITIONS, NEW WORK AND COUNTER DETAILS. 14 . NEW TYPEWRITTEN PANEL TALLY SHALL BE FURNISHED AFTER JOB IN COMPLETED REFLECTING ALL CHANGES AND ADDITIONS. 15 . ALL WIRING DEVICES T BE P IFI .T s WITH PLASTIC COVER PLATES EQUAL TO LEV .)500 SERIES (SWITCHES); 5252 SERIES (RECEPTACLES). 16 . ALL EMPTY CONDUITS TO BE PROVIDED WITH NYLON PULL STRINGS. 17 . FUSES SHALL BE DUAL ELEMENT, TIME DELAY TYPE UNLESS OTHERWISE NOTED. 18 . A/C EQUIPMENT WIRING, BREAKER AND FUSE SIZES ARE BASED ON A/C EQUIPMENT SPECIFIED ON CONTRACT DRAWING. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL WIRING, BREAKER AND FUSES SIZES IN ACCORDANCE WITH A/C EQUIPMENT NAMEPLATE REQUIREMENTS IF DIFFERENT FROM THAT SPECIFIED ON DRAWINGS, AS WELL AS ANY FEEDER CHANGES BEING AFFECTED BY THIS CHANGE CONTRACTOR SHALL MAKE ABOVE MENTIONED CHANGES AT NO EXTRA COST. 19 . CONTRACTOR SHALL COORDINATE ALL HIS WORK WITH OTHER TRADES IN OTHER TO FURNISH AND INSTALL ALL CONTROL WIRING AND RACEWAYS, ALL POWER CONTROL CIRCUIT WIRING AND RACEWAY AS SHOWN ON THE AIR CONDITIONING DRAWING OR SPECIFICATIONS. IF AIR CONDITIONING IF DRAWING REFER TO MANUFACTURERS WIRING DIAGRAMS, THE CONTRACTOR SHALL VERIFY WITH SAID MANUFACTURER ALL REQUIREMENTS AND INCLUDE ALL RELATED WORK IN HIS CONTRACT. 20 . RISERS ARE DIAGRAMMATIC ONLY. THEY DO NOT SHOW EVERY BEND REQUIRED FOR THE INSTALLATION. G.F.I. WP FLOOD LIGHT. RATED FOR WET LOCATION WHEN MOUNTED OUTDOOR CEILING MOUNTED 1' -O" x 4' -O" FLUORESCENT LIGHT FIXTURE 0 N R W /P ELECT RI CAL L EGE\ D SINGLE POLE TOGGLE SWITCH - THREE - WAY SWITCH DUPLEX RECEPTACLE - + 18" SINGLE RECEPTACLE - JUNCTION BOX SPECIAL PURPOSE OUTLET TELEPHONE OUTLET - SMOKE DETECTOR (CLG. MTD) 125 V, WITH BATTERY BACK UP CONNECTED TO NEAREST KITCHEN OR BATHROOM LIGHTING UNSWITCHED CIRCUIT. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED TO SOUND SIMULTANEOUSLY ELECTRIC PANEL GROUND FAULT INTERRUPTOR WEATHER PROOF DISCONNECT SWITCH ELECTRIC MOTOR TELEVISION ANTENNA OUTLET INCANDESCENT FIXTURE - WALL MOUNTED DENOTES EXISTING ITEM DENOTES NEW ITEM DENOTES RELOCATED ITEM METER INCANDESCENT FIXTURE ENCLOSED PUSH BUTTON WALL MOUNTED LUMINARIES, VERIFY HEIGHT IN FIELD. MINIMUM 7' - 6" AFF DENOTES W T PRO 21 . THIS DRAWING IS A GUIDE FOR THE ELECTRICAL INSTALLATION OF ELECTRICAL SERVICE. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE A FUNCTIONING SYSTEM. 22 . ALL CABLES SHALL BE RUN WITHOUT SPLICES EXCEPT OTHERWISE INDICATED. 23 . ALL PULL AND JUNCTION BOXES SHALL BE ACCESSIBLE AT ALL TIMES. 24 . EXACT POINT AND METHODS OF CONNECTION SHALL BE DETERMINED IN FIELD. 25 . ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER. 26 . ALL ROUGH IN DIMENSION ARE TO CENTER LINE OF DEVICE UNLESS OTHERWISE NOTED. 27 . ALL EXTERIOR SURFACE MOUNTED LUMINARIES, POSTS, POST TOPS, POLES AND AREA LIGHTING. LUMINARIES TO HAVE FINISH COLOR TO MATCH ARCHITECTURAL WINDOW FRAME COLOR UNLESS OTHERWISE SPECIFICALLY NOTE 28 . ALL BEDROOM OUTLETS TO COMPLY WITH NEC 210 -12. 29 . ALL CEILING OUTLET BOXES INSTALLED IN A LOCATION IN WHICH CEILING FAN WOULD 'L INSTALLEDD SHALL BE LISTED AS ACCEPTABLE FOR FAN SUPPORT. 30 . CONTRACTOR TO PROVIDE END LINE FUSES FOR FLUORESCENT LIGHT FIXTURES. 34 . THE USF 33 . LUMINARIES FIXTURES IN CLOTHES CLOSETS TO COMPLY WITH NEC- 410.8. NMC IS PERMITTED AS A WIRING METHOD. N.T.S. LIKELY 31 . UNDERWATER WET NICHE SWIMMING POOL LIGHTING FIXTURES SHALL BE OF THE TYPE FOR USE WITH 15 VOLTS OR LESS. 32 . CONDUITS INSTALLED UNDERGROUND SHALL BE SEPARATED FROM OTHER TRADES PIPING BY A HORIZONTAL DISTANCE OF 10' (OUTSIDE TO OUTSIDE). 35 . CONTRACTOR IS ALLOWED TO REARRANGE THE DISTRI UT1ON OF THE ELECTRICAL LOAD CONNECTED TO BRANCH CIRCUITS IN FIELD AS LONG AS LOAD BALANCE & INDEPENDING CIRCUIT LOADING IS IN COMPLIANCE WITH NEC. GROUND LEVEL EXTERIOR HO,SE WALL (SEE FLOOR PLAN) N EW 3 # 2/0 IN 2 "C TO FPL. SERVICE NEW FPL. METER COMBO NEMA 3R 120/240 V, 200 A SERVICE RATED \ 0LTAE:12012471 \.'. I MAIN: 2P -2 .A 1'!L° S D 3�; 2 @ 04= co . „..c LOAD g E:5 707_41. 1) LoA ,tsco { INTERIOR GARAGE WALL (SEE FLOOR PLAN) NEW PANEL NEW ' 3 # 2/0 IN 2" C EXIST. 1# 4 IN 1/2"C TO CPW AND (2) 5/8 "DX10' LONG GND. DRIVEN GALVANIZED STEEL RODS 6' APART MIN. AGRAV 35,L 1.. 149 10 KA.IC PANE L ".I' LO AD .AN .ALYS I S (0.ASED ON 120 f V, 1 P1-I 3IPL() T C? T.AL CONI'1 TED LC'AC = '33.2E4 Via. FIRST 10 KrvrA 1C' = 1O,O0 •r VA VA NE 'Rft PANEL " ' G MCI L1 TYPE: GE T NO: FLUSH t REYES- GAVILAN CONSULTING ENGINEERS, INC. ARISTIDES REYES- GAVILAN, P.E. CERTIFICATE OF AUTHORIZATION # 8464 STATE REGISTRATION P.E. 0048181 8560 N.W. 169 TERR. MIAMI LAKES, FLA. 33016 TEL: (305) 828 - 5205 FAX: `305) 828 - 6484 megae1ec ©be11south.net OWNER SUBMISSION 9 -4 -02 WN_R R_VISION 4 -29 -03 (2 0 T 00 Z 0- ® LLJ Q W W LAJ cn CLbi Ll1 O U )VE EXIS r. WAY \3' NEW DRIVWAY AREA OF NEW WORK 4 t/ �. 1 / 2 •, i !or a ice' .- G J U� • y. :J i. srG,. e, • o •GD /7G • . /(,,Sc). « 2/ ' i' Ina /9 70 '20.35 _ ONE s• /".,e'• A' / /). a 1 / e rr7 („ 491 fr rte•, �, 2,79 l, rN / 1 94 Ll t O'.•N 741 37,35 . . 2 7:7o • • • �' • co% , Gem E . • N , .?4,00 C 1'erc 1 of 3 versweeprimmermsari 1• any sworrearslOWSIO0Nr011iNsoftwamillil ii saa�ta • /5/_55. 48 / rIP' ✓A. ■ a PROPERTY OF: SOT VALID N rl 1lutrr ri i' SK:4AriNr AMD 711: )N )la•` A.I. RA OCD SFAL OI• )1.ON IDA El ON 4,NO Mt J� 1 V4o1fe , August., and rt_ red,. auwttro.r Alva r.►.cN .a A BOUNDARY SURVEY I Hereby eel that the survey repre- sented hereon meta the minimum teehniOl standards set forth by the Board of Land Surveyors M chapter 61C'7 -4 Ronda Ab+■n.srrx+ve Cooe pursuant to Section CLOD. Fla. Solutes There are no encroachments- overlaps, easements appearing on the Mat. ocher Man as shown hereto. /%" «l7' G/; 7 /C ,A/ i/ / This property described as Lots 1 and , and the East. 1;2 of Lot. 3 • Block 3, AN AMENDED PLAT OF MI AM" SECTION NO. 1, a ccord :ing to the .Plat thereof, a: reco_ -dec7 in Plat Book tU , i•;)•e 70 of the Public RecordF: or Dade County, Florida. Wo1ie, Jacquelyn, 8() N.E. 94th Street, Miami Shores, Florida l.A` NES .A mi D (;ARCIA, INC. L II. ro 2098 • Sl RV'F.YOR..•,}1A E'I'F :1Z1 -LAND �l�A► -E. - 1"111 - 14 # 5 Z3& l)ffirraddress:.1 9AItuzar Avenue. Coral l;ables, Florida JJ1JJ IJ051 bbtr7 4 )t19 ( 954)5Z..J- 84A..1 FIE DATET SCALE 05/02 DRAWN BY A 33138 DRWC. NO 142008 N A -15 A -12.14 A -04 A -02 A -04 N A -17 N Y� NI GFI EXISTING FLORIDA ROOM N" N A -1Q 0oo EXISTING KITCHEN EXISTING BEDROOM A -21 _t EXISTING BEDROOM / /.--7_ s. 7 WP /GFI N A -15 A=15 EXISTING DINING EXISTING BEDROOM 8-01,03 I IFS NEW A/C Ah U # 1 A— 41 EXISTING LIVING ROOM A -27 N NEVV FAMILY ROOM c N A -25 A -39 7 N � 3R 2 r+ - 1L,2G GFI /WP E EXISTING METER TO BE RELOCATED IN ORDER TO COMPLY WITH WORKING CLEARANCE ACCORDING TO NEC 110.26 14 AW3 A -39 ,Ii,E GFI OE A-39 GFI GFI /WP A- 39 B -05,07 EXISTING OOL PUMP EXIST. PANEL TO BE REMOVED EXISTING DEN EXISTING BEDROOM B -02,04 \ GFI E A— 41 A -24.26 A- 28.30 NEW PANEL "A" NEW PANEL "B" EXISTING GARAGE NEW ELECTRICAL GARAGE DOOR REYES- GAVILA14 CONSULTING ENG6NEERS, INC. Aristides Reyes- GavUUan, P.E. STATE REGISTRATION P.E. 0048181 8560 N.W. 169 TERR. MIAMI LAKES, FLA. 33016 TEL:(3051 828 -5205 FAX:(305) 828 -6484 megaetec& beUfsouth.net DATE 1 0 -9 -02 SCALE AS SHOWN JOB NO. 02 SHEET E 1 OF 1 SHEETS • KOMMISS MMMMMMMMIMMMM GENERAL ELECTRICAL NOTES 1 . ALL WORK SHALL BE IN ACCORDANCE WITH NATIONAL ELECTRICAL CODE, FLORIDA BUILDING CODE AND OTHER APPLICABLE CODES AND STANDARDS. . a) THE DRAWINGS ARE DIAGRAMMATIC AND DO NOT SHOW ALL OFFSETS, BENDS AND BOXES REQUIRED TO MAKE A COMPLETE NEAT INSTALLATION IN ACCORDANCE WITH N.E.C. b) WHEN CONFLICTS ARISE IN LOCATIONS WIRING DEVICES, ELECTRICAL EQUIPMENT, DISCONNECTS, PANELBOARDS, ETC. DUE TO FIELD CONDITION OR IMPROPER FIELD COORDINATION CONTRACTOR SHALL BRING IT TO THE A / E's ATTENTION AND AT NO EXTRA COST RELOCATE, AND OR EXTEND WITHIN A REASONABLE DISTANCE SUCH ITEM WHICH IS IN CONFLICT. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING LOCATION OF ALL COMPONENT PRIOR TO ROUGH IN WITH ALL TRADES NO EXTRAS WILL BE ALLOWED FCR FA1tt E RTT --- DO SO. 3 . THE CONTRACTOR IS RESPONSIBLE FOR EVALUATING FIELD CONDITIONS BY VISITING THE SITE PRIOR TO COMMENCING / BIDDING WORK. 4 . THE CONTRACTOR SHALL SATISFACTORILY REPAIR /REPLACE EQUIPMENT OR FART OF STRUCTURE DAMAGED AS A RESULT OF HIS WORK. SURFACES AND FINISHED AREAS SHALL BE RESTORED TO MATCH ADJACENT AREAS. 5 . APPROVAL SHALL BE OBTAINED FROM AN STRUCTURAL ENGINEER PRIOR TO CUTTING OR DRILLING ANY STRUCTURAL SUPPORT MEMBER. 6 . ALL DEVICE BOXES SHALL BE INSTALLED FLUSH AND RUN CONCEALED IN FINISHED AREAS EXCEPT AS SPECIFICALLY SHOWN /NOTED OTHERWISE. 7 . WIRE SHALL BE REMOVED BACK TO SOURCE FROM INACCESSIBLE RACEWAYS NOT REUSED. INSTALL BLANK PLATES ON FLUSH OUTLETS NOT REUSED. PLATE COLOR SHALL MATCH ADJACENT SURFACE AS NEAR AS POSSIBLE IN FINISHED AREAS. 8 . INSTALL POWER AND CONTROL WIRING AND REQUIRED CONTROL COMPONENTS FOR AIR CONDITIONING SYSTEMS AS SHOWN /NOTED ON THESE DRAWINGS AND PER OTHER APPLICABLE DRAWINGS / INSTRUCTIONS. SEE AIR CONDITIONING DRAWING. 9 . ALL MATERIAL REMOVED SHALL BE DISPOSED OF AS DIRECTED BY OWNER. 10 . ALL CONDUCTOR SHALL BE COPPER. 11 . ALL MATERIALS SHALL BE U.L. APPROVED. 12 . CONTRACTOR SHALL SEAL ALL FLOOR OPENING WITH A FIRE SEAL SIMILAR TO 'OZ' FLAME SEAL. 13 . SEE ARCHITECTURAL DRAWING FOR INFORMATION CONCERNING EXISTING CONDITIONS, NEW WORK AND COUNTER DETAILS. 14 . NEW TYPEWRITTEN PANEL TALLY SHALL BE FURNISHED AFTER JOB IN COMPLETED REFLECTING ALL CHANGES AND ADDITIONS. 15 . ALL WIRING DEVICES TO BE SPECIFICATION GRADE WITH PLASTIC COVER PLATES EQUAL TO LEVITON 53500 SERIES (SWITCHES); 5252 SERIES (RECEPTACLES). 16 . ALL EMPTY CONDUITS TO BE PROVIDED WITH NYLON PULL STRINGS. 17 . FUSES SHALL BE DUAL ELEMENT, TIME DELAY TYPE UNLESS OTHERWISE NOTED. 18 . A/C EQUIPMENT WIRING, BREAKER AND FUSE SIZES ARE BASED ON A/C EQUIPMENT SPECIFIED ON CONTRACT DRAWING. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL WIRING, BREAKER AND FUSES SIZES IN ACCORDANCE WITH A/C EQUIPMENT NAMEPLATE REQUIREMENTS IF DIFFERENT FROM THAT SPECIFIED ON DRAWINGS, AS WELL AS ANY FEEDER CHANGES BEING AFFECTED BY THIS CHANGE CONTRACTOR SHALL MAKE ABOVE MENTIONED CHANGES AT NO EXTRA COST. 19 . CONTRACTOR SHALL COORDINATE ALL HIS WORK WITH OTHER TRADES IN OTHER TO FURNISH AND INSTALL ALL CONTROL WIRING AND RACEWAYS, ALL POWER CONTROL CIRCUIT WIRING AND RACEWAY AS SHOWN ON THE AIR CONDITIONING DRAWING OR SPECIFICATIONS. IF AIR CONDITIONING IF DRAWING REFER TO MANUFACTURERS WIRING DIAGRAMS, THE CONTRACTOR SHALL VERIFY WITH SAID MANUFACTURER ALL REQUIREMENTS AND INCLUDE ALL RELATED WORK IN HIS CONTRACT. 20 . RISERS ARE DIAGRAMMATIC ONLY. THEY DO NOT SHOW EVERY BEND REQUIRED FOR THE INSTALLATION. THIS DRAWING IS A GUIDE FOR THE ELECTRICAL INSTALLATION OF ELECTRICAL SERVICE. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE A FUNCTIONING SYSTEM. 22 . ALL CABLES SHALL BE RUN WITHOUT SPLICES EXCEPT OTHERWISE INDICATED. 23 . ALL PULL AND JUNCTION BOXES SHALL BE ACCESSIBLE AT ALL TIMES. 24 . EXACT POINT AND METHODS OF CONNECTION SHALL BE DETERMINED IN FIELD. 25 . ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER. 26 . ALL ROUGH IN DIMENSION ARE TO CENTER LINE OF DEVICE UNLESS OTHERWISE NOTED. 27 . ALL EXTERIOR SURFACE MOUNTED LUMINARIES, POSTS, POST TOPS, POLES AND AREA L _ -e-- HAVE - NI-S11 COL-OR-O -MATCH ARCitiITECTURAL I , FRAME COLOR UNLESS OTHERWISE SPECIFICALLY NOTED. 28 . ALL BEDROOM OUTLETS TO COMPLY WITH NEC 210 -12. 29 . ALL CEILING OUTLET BOXES INSTALLED IN A LOCATION IN WHICH CEILING FAN WOULD LIKELY BE INSTALLED SHALL BE LISTED AS ACCEPTABLE FOR FAN SUPPORT. 30 . CONTRACTOR TO PROVIDE END LINE FUSES FOR FLUORESCENT LIGHT FIXTURES. 31 . UNDERWATER WET NICHE SWIMMING POOL LIGHTING FIXTURES SHALL BE OF THE TYPE FOR USE WITH 15 VOLTS OR LESS. 32 . CONDUITS INSTALLED UNDERGROUND SHALL BE SEPARATED FROM OTHER TRADES PIPING BY A HORIZONTAL DISTANCE OF 10' (OUTSIDE TO OUTSIDE). 33 . LUMINARIES FIXTURES IN CLOTHES CLOSETS TO COMPLY WITH NEC- 410.8. 34 . THE USE OF NMC IS PERMITTED AS A WIRING METHOD. EXTERIOR HOUSE `'WALL (SEE FLOO- PLAN) N EW 3#' 2/0 IN 2 "C TO FPL. SERVICE NEW FPL. METER COMBO NEMA 3R 120/240 V, 200 A SERVICE RATED 2P-150 A BREAKERS GROUND LEVEL ECTRkCA MMMM INTERIOR GARAGE WALL (SEE FLOOR JLA \) N E '-V PANEL NEW 3 1 IN 1-1/2" C EXIST. 1 ; 4 IN 1/2"C TO CPw AND (2) 5/8 "DX10' LONG GND. DRIVEN GALVANIZED STEEL RODS 6' APART VAIN. NEW PANEL TOTAL CONNECTED LOAD = 50,944 FIRST 10 KVA C 100 % 10,000 40,944 © 40 % 16,378 TOTAL DEMAND LOAD = 26,378 26,378 VA / 240 V 110 PANEL 1 1 ? LOAD ANALYSIS (BASED ON / 240 V, 1 PH, 3W) TOTAL CONNECTED LOAD = 22,300 VA 22,300 VA / 240 V = 93 A A/C LOAD (COOLING AND HEATING LOAD ARE NON CONCURRENT SERVICE LOAD ANALYSIS (BASED ON 120 / 240 V, 1 PH, 3W) TOTAL CONNECTED LOAD = 50,944 VA FIRST 10 KVA 100 % = 10,000 VA ' 40,944 40 % 16,378 22,300 A/C LOAD c 65 %= 14,495 TOTAL DEMAND LOAD = 40,873 40,873 VA / 240 V 170 VA VA VA VA A 7 ----- - NEW 3 # 1 IN 1-1/2" 0 REVES -GAV LAN CONSULTING ENGINEERS, INC. Aristides Reyes- Gavutan, P.E. STATE REGISTRATION P.E. 0048181 8560 N.W. 169 TERR. MIAMI LAKES, FLA. 33016 TEL:(305) 828-5205 FAX:(306) 828 -6484 megaelec @bells©uth.net LJ Z a_ i n z LJ � 1 --- �fl z LAC J J � < f .z I LL1 0 U Ld 12 V) CD ELECTRICAL LEGS \3 SINGLE POLE TOGGLE SWITCH - THREE - WAY SWITCH DUPLEX RECEPTACLE - + 18" SINGLE RECEPTACLE - JUNCTION BOX SPECIAL PURPOSE OUTLET TELEPHONE OUTLET - SMOKE DETECTOR (CLG. MTD) 125 V, WITH BATTERY BACK UP CONNECTED TO NEAREST KITCHEN OR BATHROOM LIGHTING UNSWTCHED CIRCUIT. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED TO SOUND SIMULTANEOUSLY ELECTRIC PANEL GROUND FAULTINTERRUPTOR WEATHER PROOF DISCONNECT SWITCH ELECTRIC MOTOR TELEVISION ANTENNA OUTLET INCANDESCENT FIXTURE - WALL MOUNTED DENOTES EXISTING ITEM DENOTES NEW ITEM DENOTES RELOCATED ITEM METER INCANDESCENT FIXTURE ENCLOSED PUSH BUTTON WALL MOUNTED LUMINARIES, VERIFY HEIGHT IN FIELD. MINIMUM 7' - 6" AFF DENOTES WEATHER PROOF VOLTAGE:120 / 240 V, 1 PH, 3 W NEW PANEL "A" TYPE: GE MAIN: 2P -150 A MLO 10 KAIC MOUNTING: FLUSH CIRCUIT POLE VOLT AMP. WIRE / COND. # #f WIRE / COND. VOLT AMP. POLE CIRCUIT DESIGNATION AMPS. A B 1 SIZE SIZE A B AMPS. DESIGNATION BEDROOM RECEPTACLES 1 /15 466 1 2 14 AWG 01 02 1 2g 12 AWG 1,500 1 /20 SAMALL APPLIANCES BEDROOM RECEPTACLES 1 /15 466 2 # 14 AWG 03 04 2 12 AW`G 1,500 1 /20 SAMALL APPLIANCES BEDROOM RECEPTACLES 1/15 466 2 # 14 AWG 0 06 2 ## 12 AWG 466 1 /20 BATHROOM RECEPTACLES BEDROOM RECEPTACLES 1/15 466 2 14 AWG 07 08 2 12 AWG 1 1 /20 DISHWASHER _ BEDROOM RECEPTACLES 1/15 466 2 14 AWG 09 10 1 2 12 AWG 900 1/20 GARBAGE DISPOSAL BEDROOM RECEPTACLES 1/15 466 2 # 14 AWG 11 12 3 # 6 AWG 6,000 2/50 RANGE BEDROOM RECEPTACLES 1 /15 466 2 14 AWG 13 14 1 6,000 GENERAL LIGHTS 1 /15 466 2 # 14 AWG 15 16 2 12 AWG 1,500 1 /20 REFRIGERATOR GENERAL LIGHTS 1/15 466 2 # 14 AWG 17 18 2 10 AWG 1,440 2/30 -1-REFRIGERATOR PUMP GENERAL LIGHTS 1/15 466 2 # 1 AWG 19 20 1.440 GENERAL L IGHTS 1/15 466 2 # 14 AWG 21 22 2 12 AWG 1 1/20 GARAGE DOOR OPENER GENERAL LIGHTS 466 2 ,# 14 ATN "�I� - A1 -- X880 2/30 SPRIT RI P171aP GENERAL LIGHTS 1 /15 466 2 14 AWG 25 26 -' 2,880 GENERAL LIGHTS 1/15 1 466 2 #f 14 AWG 27 28 3 # 10 AWG 2,500 2/30 DRYER GENERAL LIGHTS 1/15 466 2 14 AWG 29 30 2,500 GENERAL LIGHTS 1/15 466 2 # 14 AWG 31 32 2 # 12 AWG 1,800 1/20 WASHER GENERAL LIGHTS 1 /15 466 2 14 AWG 33 34 2 ## 10 AWG 2,225 2/30 WATER HEATER GENERAL LIGHTS 1 /15 1 466 2 1 AWG 35 36 ' 2.225 GENERAL LIGHTS 1/15 466 2 14 AWG 37 38 2 12 AWG 400 1/20 POOL LTS. GENERAL LIGHTS 1/15 466 2 14 AW'G 39 40 SPACE GENERAL LIGHTS 1/15 466 i 2 # 14 AWG 41 42 SPACE LIGHT & RECEPTACLES LOAD 0 3VA *SQFT = 3418 SOFT 3 VA - 10,254 VA ON 22 CKTS. = 466 VA VOLTAGE:120 / 240 V, 1 PH, 3 W NEW PANEL A TYPE: SIEMENS MAIN: 2P -125 A MLO 10 KAIC 3 MOUNTING: FLUSH CIRCUIT POLE VOLT AMP t 1 WIRE / COND_ ## # WIRE / COND. VOLT AMP. POLE CIRCUIT DESIGNATION AMPS A B 1 SIZE SIZE A B AMPS. DESIGNATION A/C AHU UNIT #t 1 2/60 5,762 2 # 6 AWG IN 1" C 1 01 02 2 6 AW'G IN 1" C 5.388 1 2/60 A/C AHU 2 1 5,762 1 03 04 1 5,388 A/C C/U # 1 2/60 3.588 2 # 8 AWG 05 06 2 g 10 AWG 2,040 1 2/ O A/C C/U #' 2 3,588 07 08 I 2.040 SPACE ( ( 09 10 SPACE SPACE 1 11 12 i SPACE 1 • KOMMISS MMMMMMMMIMMMM GENERAL ELECTRICAL NOTES 1 . ALL WORK SHALL BE IN ACCORDANCE WITH NATIONAL ELECTRICAL CODE, FLORIDA BUILDING CODE AND OTHER APPLICABLE CODES AND STANDARDS. . a) THE DRAWINGS ARE DIAGRAMMATIC AND DO NOT SHOW ALL OFFSETS, BENDS AND BOXES REQUIRED TO MAKE A COMPLETE NEAT INSTALLATION IN ACCORDANCE WITH N.E.C. b) WHEN CONFLICTS ARISE IN LOCATIONS WIRING DEVICES, ELECTRICAL EQUIPMENT, DISCONNECTS, PANELBOARDS, ETC. DUE TO FIELD CONDITION OR IMPROPER FIELD COORDINATION CONTRACTOR SHALL BRING IT TO THE A / E's ATTENTION AND AT NO EXTRA COST RELOCATE, AND OR EXTEND WITHIN A REASONABLE DISTANCE SUCH ITEM WHICH IS IN CONFLICT. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING LOCATION OF ALL COMPONENT PRIOR TO ROUGH IN WITH ALL TRADES NO EXTRAS WILL BE ALLOWED FCR FA1tt E RTT --- DO SO. 3 . THE CONTRACTOR IS RESPONSIBLE FOR EVALUATING FIELD CONDITIONS BY VISITING THE SITE PRIOR TO COMMENCING / BIDDING WORK. 4 . THE CONTRACTOR SHALL SATISFACTORILY REPAIR /REPLACE EQUIPMENT OR FART OF STRUCTURE DAMAGED AS A RESULT OF HIS WORK. SURFACES AND FINISHED AREAS SHALL BE RESTORED TO MATCH ADJACENT AREAS. 5 . APPROVAL SHALL BE OBTAINED FROM AN STRUCTURAL ENGINEER PRIOR TO CUTTING OR DRILLING ANY STRUCTURAL SUPPORT MEMBER. 6 . ALL DEVICE BOXES SHALL BE INSTALLED FLUSH AND RUN CONCEALED IN FINISHED AREAS EXCEPT AS SPECIFICALLY SHOWN /NOTED OTHERWISE. 7 . WIRE SHALL BE REMOVED BACK TO SOURCE FROM INACCESSIBLE RACEWAYS NOT REUSED. INSTALL BLANK PLATES ON FLUSH OUTLETS NOT REUSED. PLATE COLOR SHALL MATCH ADJACENT SURFACE AS NEAR AS POSSIBLE IN FINISHED AREAS. 8 . INSTALL POWER AND CONTROL WIRING AND REQUIRED CONTROL COMPONENTS FOR AIR CONDITIONING SYSTEMS AS SHOWN /NOTED ON THESE DRAWINGS AND PER OTHER APPLICABLE DRAWINGS / INSTRUCTIONS. SEE AIR CONDITIONING DRAWING. 9 . ALL MATERIAL REMOVED SHALL BE DISPOSED OF AS DIRECTED BY OWNER. 10 . ALL CONDUCTOR SHALL BE COPPER. 11 . ALL MATERIALS SHALL BE U.L. APPROVED. 12 . CONTRACTOR SHALL SEAL ALL FLOOR OPENING WITH A FIRE SEAL SIMILAR TO 'OZ' FLAME SEAL. 13 . SEE ARCHITECTURAL DRAWING FOR INFORMATION CONCERNING EXISTING CONDITIONS, NEW WORK AND COUNTER DETAILS. 14 . NEW TYPEWRITTEN PANEL TALLY SHALL BE FURNISHED AFTER JOB IN COMPLETED REFLECTING ALL CHANGES AND ADDITIONS. 15 . ALL WIRING DEVICES TO BE SPECIFICATION GRADE WITH PLASTIC COVER PLATES EQUAL TO LEVITON 53500 SERIES (SWITCHES); 5252 SERIES (RECEPTACLES). 16 . ALL EMPTY CONDUITS TO BE PROVIDED WITH NYLON PULL STRINGS. 17 . FUSES SHALL BE DUAL ELEMENT, TIME DELAY TYPE UNLESS OTHERWISE NOTED. 18 . A/C EQUIPMENT WIRING, BREAKER AND FUSE SIZES ARE BASED ON A/C EQUIPMENT SPECIFIED ON CONTRACT DRAWING. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL WIRING, BREAKER AND FUSES SIZES IN ACCORDANCE WITH A/C EQUIPMENT NAMEPLATE REQUIREMENTS IF DIFFERENT FROM THAT SPECIFIED ON DRAWINGS, AS WELL AS ANY FEEDER CHANGES BEING AFFECTED BY THIS CHANGE CONTRACTOR SHALL MAKE ABOVE MENTIONED CHANGES AT NO EXTRA COST. 19 . CONTRACTOR SHALL COORDINATE ALL HIS WORK WITH OTHER TRADES IN OTHER TO FURNISH AND INSTALL ALL CONTROL WIRING AND RACEWAYS, ALL POWER CONTROL CIRCUIT WIRING AND RACEWAY AS SHOWN ON THE AIR CONDITIONING DRAWING OR SPECIFICATIONS. IF AIR CONDITIONING IF DRAWING REFER TO MANUFACTURERS WIRING DIAGRAMS, THE CONTRACTOR SHALL VERIFY WITH SAID MANUFACTURER ALL REQUIREMENTS AND INCLUDE ALL RELATED WORK IN HIS CONTRACT. 20 . RISERS ARE DIAGRAMMATIC ONLY. THEY DO NOT SHOW EVERY BEND REQUIRED FOR THE INSTALLATION. THIS DRAWING IS A GUIDE FOR THE ELECTRICAL INSTALLATION OF ELECTRICAL SERVICE. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE A FUNCTIONING SYSTEM. 22 . ALL CABLES SHALL BE RUN WITHOUT SPLICES EXCEPT OTHERWISE INDICATED. 23 . ALL PULL AND JUNCTION BOXES SHALL BE ACCESSIBLE AT ALL TIMES. 24 . EXACT POINT AND METHODS OF CONNECTION SHALL BE DETERMINED IN FIELD. 25 . ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER. 26 . ALL ROUGH IN DIMENSION ARE TO CENTER LINE OF DEVICE UNLESS OTHERWISE NOTED. 27 . ALL EXTERIOR SURFACE MOUNTED LUMINARIES, POSTS, POST TOPS, POLES AND AREA L _ -e-- HAVE - NI-S11 COL-OR-O -MATCH ARCitiITECTURAL I , FRAME COLOR UNLESS OTHERWISE SPECIFICALLY NOTED. 28 . ALL BEDROOM OUTLETS TO COMPLY WITH NEC 210 -12. 29 . ALL CEILING OUTLET BOXES INSTALLED IN A LOCATION IN WHICH CEILING FAN WOULD LIKELY BE INSTALLED SHALL BE LISTED AS ACCEPTABLE FOR FAN SUPPORT. 30 . CONTRACTOR TO PROVIDE END LINE FUSES FOR FLUORESCENT LIGHT FIXTURES. 31 . UNDERWATER WET NICHE SWIMMING POOL LIGHTING FIXTURES SHALL BE OF THE TYPE FOR USE WITH 15 VOLTS OR LESS. 32 . CONDUITS INSTALLED UNDERGROUND SHALL BE SEPARATED FROM OTHER TRADES PIPING BY A HORIZONTAL DISTANCE OF 10' (OUTSIDE TO OUTSIDE). 33 . LUMINARIES FIXTURES IN CLOTHES CLOSETS TO COMPLY WITH NEC- 410.8. 34 . THE USE OF NMC IS PERMITTED AS A WIRING METHOD. EXTERIOR HOUSE `'WALL (SEE FLOO- PLAN) N EW 3#' 2/0 IN 2 "C TO FPL. SERVICE NEW FPL. METER COMBO NEMA 3R 120/240 V, 200 A SERVICE RATED 2P-150 A BREAKERS GROUND LEVEL ECTRkCA MMMM INTERIOR GARAGE WALL (SEE FLOOR JLA \) N E '-V PANEL NEW 3 1 IN 1-1/2" C EXIST. 1 ; 4 IN 1/2"C TO CPw AND (2) 5/8 "DX10' LONG GND. DRIVEN GALVANIZED STEEL RODS 6' APART VAIN. NEW PANEL TOTAL CONNECTED LOAD = 50,944 FIRST 10 KVA C 100 % 10,000 40,944 © 40 % 16,378 TOTAL DEMAND LOAD = 26,378 26,378 VA / 240 V 110 PANEL 1 1 ? LOAD ANALYSIS (BASED ON / 240 V, 1 PH, 3W) TOTAL CONNECTED LOAD = 22,300 VA 22,300 VA / 240 V = 93 A A/C LOAD (COOLING AND HEATING LOAD ARE NON CONCURRENT SERVICE LOAD ANALYSIS (BASED ON 120 / 240 V, 1 PH, 3W) TOTAL CONNECTED LOAD = 50,944 VA FIRST 10 KVA 100 % = 10,000 VA ' 40,944 40 % 16,378 22,300 A/C LOAD c 65 %= 14,495 TOTAL DEMAND LOAD = 40,873 40,873 VA / 240 V 170 VA VA VA VA A 7 ----- - NEW 3 # 1 IN 1-1/2" 0 REVES -GAV LAN CONSULTING ENGINEERS, INC. Aristides Reyes- Gavutan, P.E. STATE REGISTRATION P.E. 0048181 8560 N.W. 169 TERR. MIAMI LAKES, FLA. 33016 TEL:(305) 828-5205 FAX:(306) 828 -6484 megaelec @bells©uth.net LJ Z a_ i n z LJ � 1 --- �fl z LAC J J � < f .z I LL1 0 U Ld 12 V) CD ELECTRICAL LEGS \3 SINGLE POLE TOGGLE SWITCH - THREE - WAY SWITCH DUPLEX RECEPTACLE - + 18" SINGLE RECEPTACLE - JUNCTION BOX SPECIAL PURPOSE OUTLET TELEPHONE OUTLET - SMOKE DETECTOR (CLG. MTD) 125 V, WITH BATTERY BACK UP CONNECTED TO NEAREST KITCHEN OR BATHROOM LIGHTING UNSWTCHED CIRCUIT. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED TO SOUND SIMULTANEOUSLY ELECTRIC PANEL GROUND FAULTINTERRUPTOR WEATHER PROOF DISCONNECT SWITCH ELECTRIC MOTOR TELEVISION ANTENNA OUTLET INCANDESCENT FIXTURE - WALL MOUNTED DENOTES EXISTING ITEM DENOTES NEW ITEM DENOTES RELOCATED ITEM METER INCANDESCENT FIXTURE ENCLOSED PUSH BUTTON WALL MOUNTED LUMINARIES, VERIFY HEIGHT IN FIELD. MINIMUM 7' - 6" AFF DENOTES WEATHER PROOF VOLTAGE:120 / 240 V, 1 PH, 3 W NEW PANEL "A" TYPE: GE MAIN: 2P -150 A MLO 10 KAIC MOUNTING: FLUSH CIRCUIT POLE VOLT AMP. WIRE / COND. # #f WIRE / COND. VOLT AMP. POLE CIRCUIT DESIGNATION AMPS. A B 1 SIZE SIZE A B AMPS. DESIGNATION BEDROOM RECEPTACLES 1 /15 466 1 2 14 AWG 01 02 1 2g 12 AWG 1,500 1 /20 SAMALL APPLIANCES BEDROOM RECEPTACLES 1 /15 466 2 # 14 AWG 03 04 2 12 AW`G 1,500 1 /20 SAMALL APPLIANCES BEDROOM RECEPTACLES 1/15 466 2 # 14 AWG 0 06 2 ## 12 AWG 466 1 /20 BATHROOM RECEPTACLES BEDROOM RECEPTACLES 1/15 466 2 14 AWG 07 08 2 12 AWG 1 1 /20 DISHWASHER _ BEDROOM RECEPTACLES 1/15 466 2 14 AWG 09 10 1 2 12 AWG 900 1/20 GARBAGE DISPOSAL BEDROOM RECEPTACLES 1/15 466 2 # 14 AWG 11 12 3 # 6 AWG 6,000 2/50 RANGE BEDROOM RECEPTACLES 1 /15 466 2 14 AWG 13 14 1 6,000 GENERAL LIGHTS 1 /15 466 2 # 14 AWG 15 16 2 12 AWG 1,500 1 /20 REFRIGERATOR GENERAL LIGHTS 1/15 466 2 # 14 AWG 17 18 2 10 AWG 1,440 2/30 -1-REFRIGERATOR PUMP GENERAL LIGHTS 1/15 466 2 # 1 AWG 19 20 1.440 GENERAL L IGHTS 1/15 466 2 # 14 AWG 21 22 2 12 AWG 1 1/20 GARAGE DOOR OPENER GENERAL LIGHTS 466 2 ,# 14 ATN "�I� - A1 -- X880 2/30 SPRIT RI P171aP GENERAL LIGHTS 1 /15 466 2 14 AWG 25 26 -' 2,880 GENERAL LIGHTS 1/15 1 466 2 #f 14 AWG 27 28 3 # 10 AWG 2,500 2/30 DRYER GENERAL LIGHTS 1/15 466 2 14 AWG 29 30 2,500 GENERAL LIGHTS 1/15 466 2 # 14 AWG 31 32 2 # 12 AWG 1,800 1/20 WASHER GENERAL LIGHTS 1 /15 466 2 14 AWG 33 34 2 ## 10 AWG 2,225 2/30 WATER HEATER GENERAL LIGHTS 1 /15 1 466 2 1 AWG 35 36 ' 2.225 GENERAL LIGHTS 1/15 466 2 14 AWG 37 38 2 12 AWG 400 1/20 POOL LTS. GENERAL LIGHTS 1/15 466 2 14 AW'G 39 40 SPACE GENERAL LIGHTS 1/15 466 i 2 # 14 AWG 41 42 SPACE LIGHT & RECEPTACLES LOAD 0 3VA *SQFT = 3418 SOFT 3 VA - 10,254 VA ON 22 CKTS. = 466 VA VOLTAGE:120 / 240 V, 1 PH, 3 W NEW PANEL A TYPE: SIEMENS MAIN: 2P -125 A MLO 10 KAIC 3 MOUNTING: FLUSH CIRCUIT POLE VOLT AMP t 1 WIRE / COND_ ## # WIRE / COND. VOLT AMP. POLE CIRCUIT DESIGNATION AMPS A B 1 SIZE SIZE A B AMPS. DESIGNATION A/C AHU UNIT #t 1 2/60 5,762 2 # 6 AWG IN 1" C 1 01 02 2 6 AW'G IN 1" C 5.388 1 2/60 A/C AHU 2 1 5,762 1 03 04 1 5,388 A/C C/U # 1 2/60 3.588 2 # 8 AWG 05 06 2 g 10 AWG 2,040 1 2/ O A/C C/U #' 2 3,588 07 08 I 2.040 SPACE ( ( 09 10 SPACE SPACE 1 11 12 i SPACE VOLTAGE:120 240 V, 1 PH, 3 W= MAIN: 2P -150 A MLO NEW PANEL A 10 KAIC SINGLE POLE TOGGLE SWITCH - TYPE: GE MOUNTING: FLUSH CIRCUIT DESIGNATION POLE AMPS. VOLT AMP. SPECIAL PURPOSE OUTLET WIRE / COND. SIZE , # KITCHEN OR BATHROOM LIGHTING WIRE / COND. SIZE DETECTORS SHALL BE INTERCONNECTED VOLT AMP. POLE CIRCUIT DESIGNATION A B ELECTRIC MOTOR A B AMPS. BEDROOM RECEPTACLES 1/15 466 A INCANDESCENT FIXTURE ENCLOSED 2 ; 14 AWG 01 02 1 2 ,g 12 AWG 1 1.500 1 1/20 SAMALL APPLIANCES BEDROOM RECEPTACLES 1/15 466 5.388 2# 14 AWG 03 C4 1 2 # 12 AWG 1.500 1/20 SAMALL APPLIANCES BEDROOM RECEPTACLES 1/15 466 04 ' 2 _# 14 AWG 2 ## 14 AWG 05 07 06 r 08 - 1 2 # 12 AW'G 2 # 12 AWG A/C C/U ## 1 466 1,200 1/20 1/20 BATHROOM RECEPTACLES DISHWASHER BEDROOM RECEPTACLES 1/15 466 O5 BEDROOM RECEPTACLES 1/15 466 2,040 2 # 14 AWG 09 10 I 2 # 12 AWG 900 3,588 1/20 GARBAGE DISPOSAL BEDROOM RECEPTACLES 1/15 08 466 2 # 14 AWG 11 12 3 # 6 AWG 6,000 2/50 RANGE BEDROOM RECEPTACLES 1/15 466 1 10 2 # 14 AWG 13 1 4 1 SPACE s SPACE 6,000 1 GENERAL LIGHTS 1/15 466 11 1 2 # 14 AWG 15 16 2 # 12 AWG 1,500 1/20 REFRIGERATOR GENERAL LIGHTS 1/15 466 2 # 14 AWG 17 18 2 # 10 AWG 1,440 2/30 POOL PUMP GENERAL LIGHTS 1/15 1 466 2 # 14 AWG 19 20 I 1,440 GeN RAt - tieti - 1 - 1 - 5 46t l 2 # 14 - AWE - - .. 2 Al C -1-78e0--I ---1 : ARAv €R GENERAL LIGHTS 1/15 466 2 #f 14 AWG 23 24 2 3t 10 AWG 2,880 2/30 SPRINCLER PUMP GENERAL LIGHTS 1/15 466 2 # 14 AWG 25 26 2,880 GENERAL LIGHTS 1/15 466 2 # 14 AWG 27 28 i 3 ## 10 AWG 2,500 2/30 DRYER GENERAL LIGHTS 1/15 466 2 ## 14 AWG 29 30 2,500 GENERAL LIGHTS 1/15 466 2 # 14 AWG 31 - 1 32 1 2 #k 12 AWG 1,800 1/20 WASHER GENERAL LIGHTS 1/15 466 2 3F 14 AWG 33 342 # 10 AWG 2.225 2/30 WATER HEATER GENERAL LIGHTS 1/15 466 2 14 AWG 35 36 2.225 GENERAL LIGHTS 1/15 466 2 it 14 AWG 1 37 38 1 2 ## 12 AWG 400 1 /20 POOL LTS. GENERAL LIGHTS 1/15 466 2 # 14 AWG 39 40 i �- SPACE GENERAL LIGHTS 1/15 466 2 # 14 AWG 41 42 SPACE LIGHT & RECEPTACLES LOAD © 3VA *SQFT = 3418 SOFT * 3 VA = 10,254 VA ON 22 CKTS. = 466 VA ELECTRICAL L`GE \J 0 E v 0 v 01uzc SINGLE POLE TOGGLE SWITCH - THREE - WAY SWITCH DUPLEX RECEPTACLE - ;- 18" SINGLE RECEPTACLE - JUNCTION BOX SPECIAL PURPOSE OUTLET TELEPHONE OUTLET - SMOKE DETECTOR (CLG. MTD) 125 V, WITH BATTERY BACK UP CONNECTED TO NEAREST KITCHEN OR BATHROOM LIGHTING UNSW1TCHED CIRCUIT. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED TO SOUND SIMULTANEOUSLY ELECTRIC PANEL GROUND FAULT INTERRUPTOR WEATHER PROOF DISCONNECT SWITCH ELECTRIC MOTOR TELEVISION ANTENNA OUTLET INCANDESCENT FIXTURE - WALL MOUNTED DENOTES EXISTING ITEM DENOTES NEW ITEM DENOTES RELOCATED ITEM METER A INCANDESCENT FIXTURE ENCLOSED PUSH BUTTON WALL MOUNTED LUMINARIES, VERIFY HEIGHT IN FIELD. MINIMUM 7' - 6" AFF DENOTES WEATHER PROOF VOLTAGE:120 / 240 V, 1 PH, 3 W MAIN: 2P -125 A MLO 10 KAIC NEW PANEL +1'' ' TYPE: SIEMENS MOUNTING: FLUSH CIRCUIT DESIGNATION POLE AMPS. VOLT AMP. 1 WIRE / COND. SIZE # , WIRE / COND. SIZE VOLT AMP. I POLE CIRCUIT DESIGNATION A I B A B AMPS. A C AHU UNIT 1 2/60 1 5,762 1 1 2 6 AWG IN 1' C 01 02 2 6 AWG IN 1" C 5.388 2/60 A/C AHU ii 2 5,762 03 04 5.388 A/C C/U ## 1 2/60 3,588 I 2 # 8 AWG O5 06 2 ' 10 AWG 2,040 2/40 I A/C C/U # 2 3,588 1 07 1 08 1 2,040 SPACE 1 1 09 1 10 SPACE s SPACE 1 1 11 1 12 ISPACE 1 GENERAL ELECTRICAL NOTES ALL WORK SHALL BE IN ACCORDANCE WITH NATIONAL ELECTRICAL CODE, FLORIDA BUILDING CODE AND OTHER APPLICABLE CODES AND STANDARDS. 2 a) THE DRAWINGS ARE DIAGRAMMATIC AND DO NOT SHOW ALL OFFSETS, BENDS AND BOXES REQUIRED TO MAKE A COMPLETE NEAT INSTALLATION IN ACCORDANCE WITH N.E.C. b) WHEN CONFLICTS ARISE IN LOCATIONS WIRING DEVICES, ELECTRICAL EQUIPMENT, DISCONNECTS, PANELBOARDS, ETC. DUE TO FIELD CONDITION OR IMPROPER FIELD COORDINATION CONTRACTOR SHALL BRING IT TO THE A / E's ATTENTION AND AT NO EXTRA COST RELOCATE, AND OR EXTEND WITHIN A REASONABLE DISTANCE SUCH ITEM WHICH IS IN CONFLICT. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING LOCATION OF ALL COMPONENT PRIOR TO ROUGH IN WITH ALL TRADES NO EXTRAS WILL BE ALLOWED r OR At1117R- 10 - D0 - S0. 3 . THE CONTRACTOR IS RESPONSIBLE FOR EVALUATING FIELD CONDITIONS BY VISITING THE SITE PRIOR TO COMMENCING / BIDDING WORK. THE CONTRACTOR SHALL SATISFACTORILY REPAIR /REPLACE EQUIPMENT OR PART OF STRUCTURE DAMAGED AS A RESULT OF HIS WORK. SURFACES AND FINISHED AREAS SHALL BE RESTORED TO MATCH ADJACENT AREAS. 5 APPROVAL SHALL BE OBTAINED FROM AN STRUCTURAL ENGINEER PRIOR TO CUTTING OR DRILLING ANY STRUCTURAL SUPPORT MEMBER. 6 . ALL DEVICE BOXES SHALL BE INSTALLED FLUSH AND RUN CONCEALED IN FINISHED AREAS EXCEPT AS SPECIFICALLY SHOWN /NOTED OTHERWISE. 7 . WIRE SHALL BE REMOVED BACK TO SOURCE FROM INACCESSIBLE RACEWAYS NOT REUSED. INSTALL BLANK PLATES ON FLUSH OUTLETS NOT REUSED. PLATE COLOR SHALL MATCH ADJACENT SURFACE AS NEAR AS POSSIBLE IN FINISHED AREAS. 8 INSTALL POWER AND CONTROL WIRING AND REQUIRED CONTROL COMPONENTS FOR AIR CONDITIONING SYSTEMS AS SHOWN /NOTED ON THESE DRAWINGS AND PER OTHER APPLICABLE DRAWINGS / INSTRUCTIONS. SEE AIR CONDITIONING DRAWING. 9 . ALL MATERIAL REMOVED SHALL BE DISPOSED OF AS DIRECTED BY OWNER. 10 . ALL CONDUCTOR SHALL BE COPPER. 11 . ALL MATERIALS SHALL BE U.L. APPROVED. 12 . CONTRACTOR SHALL SEAL ALL FLOOR OPENING WITH A FIRE SEAL SIMILAR TO 'OZ' FLAME SEAL 13 . SEE ARCHITECTURAL DRAWING FOR INFORMATION CONCERNING EXISTING CONDITIONS, NEW WORK AND COUNTER DETAILS. 14 . NEW TYPEWRITTEN PANEL TALLY SHALL BE FURNISHED AFTER JOB IN COMPLETED REFLECTING ALL CHANGES AND ADDITIONS. 15 . ALL WIRING DEVICES TO BE SPECIFICATION GRADE WITH PLASTIC COVER PLATES EQUAL TO LEVITON 53500 SERIES (SWITCHES); 5252 SERIES (RECEPTACLES). 16 . ALL EMPTY CONDUITS TO BE PROVIDED WITH NYLON PULL STRINGS. 17 . FUSES SHALL BE DUAL ELEMENT, TIME DELAY TYPE UNLESS OTHERWISE NOTED. 18 . A/C EQUIPMENT WIRING, BREAKER AND FUSE SIZES ARE BASED ON A/C EQUIPMENT SPECIFIED ON CONTRACT DRAWING. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL WIRING, BREAKER AND FUSES SIZES IN ACCORDANCE WITH A/C EQUIPMENT NAMEPLATE REQUIREMENTS IF DIFFERENT FROM THAT SPECIFIED ON DRAWINGS, AS WELL AS ANY FEEDER CHANGES BEING AFFECTED BY THIS CHANGE CONTRACTOR SHALL MAKE ABOVE MENTIONED CHANGES AT NO EXTRA COST. 19 . CONTRACTOR SHALL COORDINATE ALL HIS WORK WITH OTHER TRADES IN OTHER TO FURNISH AND INSTALL ALL CONTROL WIRING AND RACEWAYS, ALL POWER CONTROL CIRCUIT WIRING AND RACEWAY AS SHOWN ON THE AIR CONDITIONING DRAWING OR SPECIFICATIONS. IF AIR CONDITIONING IF DRAWING REFER TO MANUFACTURERS WIRING DIAGRAMS, THE CONTRACTOR SHALL VERIFY WITH SAID MANUFACTURER ALL REQUIREMENTS AND INCLUDE ALL RELATED WORK IN HIS CONTRACT. 20 . RISERS ARE DIAGRAMMATIC ONLY. THEY DO NOT SHOW EVERY BEND REQUIRED FOR THE INSTALLATION. 21 . THIS DRAWING IS A GUIDE FOR THE ELECTRICAL INSTALLATION OF ELECTRICAL SERVICE. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE A FUNCTIONING SYSTEM. 22 . ALL CABLES SHALL BE RUN WITHOUT SPLICES EXCEPT OTHERWISE INDICATED. 23 . ALL PULL AND JUNCTION BOXES SHALL BE ACCESSIBLE AT ALL TIMES. 24 . EXACT POINT AND METHODS OF CONNECTION SHALL BE DETERMINED IN FIELD. 25 . ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER. 26 . ALL ROUGH IN DIMENSION ARE TO CENTER LINE OF DEVICE UNLESS OTHERWISE NOTED. 27 . ALL EXTERIOR SURFACE MOUNTED LUMINARIES, POSTS, POST TOPS, POLES AND AREA LIGHTING. LUMINARIES TO HAVE FINISH COLOR TO MATCH ARCHITECTURAL WINDOW FRAME COLOR UNLESS OTHERWISE SPECIFICALLY NOTED. 28 . ALL BEDROOM OUTLETS TO COMPLY WITH NEC 210 -12. 29 . ALL CEILING OUTLET BOXES INSTALLED IN A LOCATION IN WHICH CEILING FAN WOULD LIKELY BE INSTALLED SHALL BE LISTED AS ACCEPTABLE FOR FAN SUPPORT. 30 . CONTRACTOR TO PROVIDE END LINE FUSES FOR FLUORESCENT LIGHT FIXTURES. 31 . UNDERWATER WET NICHE SWIMMING POOL LIGHTING FIXTURES SHALL BE OF THE TYPE FOR USE WITH 15 VOLTS OR LESS. 32 . CONDUITS INSTALLED UNDERGROUND SHALL BE SEPARATED FROM OTHER TRADES PIPING BY A HORIZONTAL DISTANCE OF 10' (OUTSIDE TO OUTSIDE). 33 . LUMINARIES FIXTURES IN CLOTHES CLOSETS TO COMPLY WITH NEC - 410.8. 34 . THE USE OF NMC IS PERMITTED AS A WIRING METHOD. N.T.S. EXTERIOR -OUSE WALL (SEE FLOOR PLAN) N EW 3 , 2/0 IN 2 "C TO FPL. SERVICE NEW FPL. METER COMBO NEMA 3R 120/240 V, 200 A SERVICE RATED 2P-150 A BREAKERS GROUND LEVEL ECTRCA INTERIOR GARAGE WALL (SEE FLOOR PLAN) NEW PANEL r'1 NEW 3 1 IN 1-1/2" C EXIST. 1 ' 4 IN 1/2"C TO C PW AND (2) 5/8 "DX10' LONG GND. DRIVEN GALVANIZED STEEL RODS 6' APART MIN. ROHR DAGRAV I E\ ' PANEL -4 PANEL "A" LOAD ANALYSIS (BASED ON 120 / 240 V, 1 PH, 3W) TOTAL CONNECTED LOAD = 50,944 VA FIRST 10 KVA 0 100 % 10,000 VA 40,944 C 40 % 16,378 VA TOTAL DEMAND LOAD = 26,378 VA 26,378 VA / 240 V 110 A SERVICE LOAD ANALYSIS (BASED ON 120 / 240 V, 1 PH, 3W) TOTAL CONNECTED LOAD = 50,944 VA FIRST 10 KVA 0 100 % = 10,000 VA 40,944 @ 40 % 16,378 VA 22,300 A/C LOAD 65 %= 14,495 VA TOTAL DEMAND LOAD = 40,873 VA 40,873 VA / 240 V 170 A PANEL r� LOAD ANALYSIS (BASED ON 120 / 240 V, 1 PH, 3W) TOTAL CONNECTED LOAD = 22,300 VA 22,300 VA / 240 V = 93 A A/C LOAD (COOLING AND HEATING LOAD ARE NON CONCURRENT NEW 3 1 I N 1-1/2" C REYES- GAV1LAN CONSULTING ENGINEERS, INC. Aristides Reyes- GavUUan, P.E. STATE REG1STRAT[ON P.E. 0048181 8 560 N.W. 169 TERR. MIAMI LAKES, FLA. 33016 TEL:(305) 828 -5205 FAX:(305) 828 -6484 megaelec@bellsouth.net LL 7 1 1 P LJ -r 0 :7: O oo Li z o"`} - LLj O LJ Cf) B I LL1 J . a_ L I LLi a z C� C LL! U)0 OWNER SUBMISSION 9 -4 -02 w b w I w - CO G_ 1,3 w Z vU QQ -� Z � ,r, Y C N < M 4i N It 11 1 1 imp EXISTING FLORIDA ROOM AgF N N A -15 KITCHEN �Jcu� E CFI! A -01 EXISTING BEDROOM A -21 _1 A -09 N F WP /GFI N A -15 ST. BATH A -02 N (t)GFI -XIST. ;A 8 -01,03 NEW A A U 1 A-35 N GFI /WP E EXISTING METER TO BE RELOCATED IN ORDER TO COMPLY WITH WORKING CLEARANCE ACCORDING TO NEC 110.26 8 -02,04 EXISTING SPRINKLER PUMP ` J A -24,26 h 30 ,w4 2 c ' /y/ / /» N A -01 A -01 '' ' A - 03 EXISTING DINING A -41 E EXISTING BEDROOM EXISTING LIVING ROOM N EW FAMILY ROOM EXISTING POOL PUMP 1B-05,0' 411 IM A -12 N A -10 A -13 EXISTING DEN EXISTING BEDROOM N 3W A -12 GFI A-41 A LX ECTR AR �0 A -41 y NEW PANEL "A" NEW PANEL "8" EXISTING GARAGE NEW ELECTRICAL GARAGE DOOR -- LOOR FLAN Aristides Reyes- Gavilan, P.E. STATE REGISTRATION P.E. 0048181 8560 N.W. 169 TERR. MIAMI LAKES, FLA. 33016 TEL:(305) 828 -5205 FAX:(305) 828 -6484 megaeleccbellsouth.net LI` vb OWNER SUBMISSION 9 -4 -02 7 t Q r -" Q w I- w -Jl -J w �u 1_ Q - W w ~~ - r N 0 ° r a GZ - < 1 LU 0 0 A DRAWN D.R.G. CHECKED A.R.G. DATE 10 - 9 - 02 SCALE AS SHOWN JOB NO. 02 SHEET 1 OF 1 SHEETS COLV\ SC AV SC HDL VAR,'< 8 "X8" CONCRETE FILLED CELLS W /( # �C -2 8"X12" CONCRETE COLUMN W/4 #5 CONT. AND #3 STIRRUPS @ 8" 0.C. F -1 12 "X18" CONCRETE COLUMN W/6 #5 CONT. AND #3 STIRRUPS @ 12" 0.C. 0 ELEV. TOP B AV SC HDLH VAR,'< HDLH REl \FORCI \G R -VAR <S F -1 MARK SIZE INCHES ELEV. TOP REINFORCING #3 STIRRUPS E. END REMARKS BOT TOP NO. SPACING INCH T5 8X12 2 # 5 2 # 5 4 C 8" CC_ 4 12" C.C. HO\DATO\ SC HDLH VAR,'< SI7E REl \FORCI \G R -VAR <S F -1 10"X1 &" T ?- 1FCKENED SLA3 UJITI- 2#S GONT. -2 -XIS T ING EXISTING GENERAL All dimensions shall be verified by contractor at the job site and in case of any discrepancy in drawings, architect and/ or engineer shall be notified and obtain their approval before proceeding with work. Contractor shall comply with all the provisions of the South Florida Building Code and the ACI 318 -95 specifications. Coordination of the work of all trades (structural, plumbing, electrical, air conditioning and architectural ) at the time of erecting this building structure is contractor responsibility. No additional payments shall be made to the contractor, for the contractor's failure to correct conflicting field conditions after the structure has been erected. The engineers shall not be responsible for, nor have control or charge of construction means. Methods sequence, or procedures, or for safety precautions and programs. All change orders must be signed and approved by the owners prior to approval by the architect and/ or engineer. CONCRETE Minimum compressive strength for all structural concrete shall be as follows (unless otherwise specified on the plan) Beams 3000 PSI @ 28 days Columns 3000 PSI © 28 days Slabs 3000 PSI @ 28 days All structural concrete 3000 PSI @ 28 days Cement shall be portland type I conforming to ASTM 150. Regular weight aggregates shall comply with ASTM C -33 and the South Florida Building Code. Aggregate shall be clean and well graded with maximum size 3/4 ". Provide integral water repellent admixture (Aquapel or equal) in manufacturer's printed direction and shall be free of calcium chloride. REINFORCING STEEL All reinforcing steel shall be ASTM A -615 grade 60 ASTM A -305 deformations. Detailing, fabrications and placement of all reinforcement shall conform to the ACI and CRSI, SPECIFICATIONS. (latest edition) Contractors shall provide addequate chair to support the reinforcing and to prevent displacement. All discontinuous end of all top reinforcing, shall be hooked. Provide 2 — #5 5' -0" long (bent in the middle) corner bars at all corners. Column dowels and reinforcing splices shall be not less than 30 bar diameter for compression members shall be in accordance with ACI 318 -83 table 1 thru 8. Lap top reinforcing steel at the mid. span and bottom reinforcing steel over the supports. Reinforcing steel shall be free of rust, scale and other deleterious matter. Provide 1/2 ton additional #5 bars and 1/2 ton additional #4 bars for lintels and miscellaneous. Reinforcing clear cover as follows: Columns . 1 1/2" Grade beams . . . .3" Beams 2" Slab 1" PREPARATION OF FOUNDATION Contractor to follow all recommendations of geotechnical engineer for this project and use the original soil report as a guide. EL. 11.27' NGVD. EXIST. 4" THICK CONC. SLAB REINFORCED W /6X6 W1.4XW1.4 WWM OVER WATERPROOF MEMBRANE ON COMPACTED FILL (95% OF ASTM D -1557) EL. 11.27' NGVD. THE NEW MASONRY INFILL WALL SHALL BE ATTACHED TO THE EXIST. CONCRETE COLUMNS W/ #3X1' -6" DOWELS SPACED 16" O.C. VERTICALLY. THE DOWELS SHAL BE EMBEDDED 6" INTO COLUMN W /HILTI HIT HY150 EPDXY SYS M THE #3 DOWELS SHALL BEND IN P THE GROUTED VERTICAL CELLS OF MASONRY INFILL WALL. 4 EXISTING TO REMAIN NEW WALL REINFORCING AT DOORS TO EXTEND DOWN IN EXISTING FOOTING & UP TO EXISTING TIE BEAM EL. 11.27' NGVD. NEW 10 "X6" CONC. FOOTING @ NEW STEPS & LANDING NEW WALL REINFORCING AT NEW FRENCH DOORS TO EXTEND DOWN INTO EXISTING FOOTING & UP TO EXISTING TIE BEAM NEW STEPS & LANDING EL. 11.52' NGVD. XISTING REMAIN EL. 10.29' NGVD. A OU \ DA SCALE: 1 /4" 1 NOTE NEW COLUt - NS SHOULD BE TIED TO EXIST. BUILDING WIT-4 "3X1' -eo" ,DOWELS e 18" O.C. VERTICALLY. DOWELS SHALL BE EMBEDED 6" INTO EXIST. WALL W /I -4ILTI HIT HY150 EPDXY SYSTEM_ DOWELS SHALL BE SENT INTO COLUM. ON AN 5 e12" Shall conform to the latest standards of South Florida Building Code. All load bearing wall shall be type 'H' with a minimum average strength of 2500 P.S.I. All reinforcing masonry units shall be continually filled with concrete. Contractor shall comply with section 2704 of Building Code. Contractor shall provide opening at the bottom of reinforced masonry unit at each level for inspection. Provide #8 horizontal reinforcing, ladder type for reinforced masonry and truss type for all masonry walls @ 16" c.c. Extend wires 4" into concrete columns. Provide 1 #5 vertical reinforcing in grouted cell at each side of openings between 3' -0" to 8' -0 ". Extend reinforcing into concrete beam at the top and bottom, as per column reinforcing detail. Splice length for these reinforcing shall be minimum 30 ". Contractor shall provide opening thru concrete slab as required by blocking out prior to concrete cast.No chipping will be permitted. All opening thru the concrete floor slab for plumbing, tub wast, electrical, mechanical shall be coordinated with related plans. Minimum fiber stress in bending shall not be less than 1200 PSI. Approved separating material shall be used where wood is in contact with concrete. TESTING MATERIAL Contractor is responsible for the expenses of all required testing, performed by approved testing laboratory. Contractor shall submit all test result to engineer. CONCRETE BLOCKS SLAB OPENING WOOD THAT A SOIL BEARING CAPACITY OF 2000 PSF. EXIST. IF A BEARING CAPACITY OF LESS THAN 2000 PSF. IS ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED BEFORE PROCEEDING WITH WORK. NOTE: ?='ROVIDE #3 STIRRUPS 4 . 12" AT BEAMS AND CORNERS AND 48" C.C. FOR REMAINING LEN -4 Oi THE. TIE 3EAl" PROVIDE 2 "5 AT MIDDEPTH (ONE EACH FACE) FOR 30" TO 42" DEEP BEAMS. 4 '5 (2 EACI -4 FACE) AT 1/3 FROM T� TOP AND BOTTOM FOR BEAMS BETWEEN 42" TO 54 "_ (1) 1 '4 TYP. 12" 1, 12" 1, 12" I, 3'—O" 16" FOOTONG 1 DETA S- EXISTNG ROOF TO REMAIN 2 "x6" 2' -0" 0.C. ATTACHED TO WALL W /TAP16 DADE NOA 98- 1016.02 2 "x12" END CUT DOWN T 6" AT FASCIA METAL DRIP PAINTED WOOD FASCIA NAILED 4' 0.C. PROVIDE HORIZONTAL MASONRY REINFORCEMENT ©16" 0.C. EXTEND THIS REINFORCEMENT MIN. 4" INTO TIE COLUMNS AT EACH END NEW 10 "X16" CONCRETE FOOTING W/(2) #5 CONT. 2" MIN. COVER (TYPICAL) NEW 2x BLOCKING NEW 4" CONC. SLAB W /6x6- W1.4XWI.4 WWF ON 6 MILL VAPOR BAW.IER ON UELL COMPACTED FILL. ALL CELLS BELOW GRADE SHOULD BE FULLY GROUTED SCALE: 1 "= 1 ' —O" 1'5 VERTICAL REINFORCING N GROUTED CELL g 32" G.C. (T NEW 10 "X16" CONT. CONCITE FOOTING W/ 3 5 CONT. REINF. 4 '3 a 18" C.C. SI -!OR' WA`'. 2 COATS (5/8 ") OF STUCCO TO MATCH EXISTING #5 40" C.0 IN FULLY GROUTED CELL " // // /\ /jam /� /� j;�/j� \ i • " EMBEDMENT FOOT4 N G DETADL R -30 INSULATION 1 S -1 SCALE: 1 "= 1 ' —O" 1/2" GYP. BD. OVER 1x3 WD. FURRING © 16" 0.C. STANDARD HOOK 6" EMBEDMENT 30" LAP MIN. TYP. 30" LAP MIN. TYP. 4" CONC. SLAB ON GRADE" 111/6 " X6 "- W1.4X1UL4 W1 F. 5 DOWEL e 48" O.C. ALL CELLS BELOW GRADE SI -IOULD BE FULLY GROUTED CONT. 10 "X16" CONC. FTG. W/2 5'S GOVT. "3 et 18" O.G. 8 "x12" CONCRETE TIE BEAM W/4 #5 CONTINUOS & #3 STIRRUPS 4 ©12" & 48" C.C. AND 2 - 60" LONG #5 BENT AT CORNERS 1/2" GYP. BD. OVER WD FURRING AND R -5 INSULATION SHAD SHAFIE, P.E. STRUCTURAL ENGINEER FL. P.E. No. 55764 844 N.E. 98TH STREET MIAMI SHORES, FLORIDA P: (305)984 -5974 sshafieebellsouth.net o< co Z � Q fa-O O > —J C.) L.� (f) W 2: W ( f ) 2 �O XX wU W W J (f) ® @T, DRAWN M.M. CHECKED M.A.C. DATE 8 -28 -02 SCALE AS SHOWN JOB N O_ 02 SH EET s 1 OF 1 SHEETS COL„ V \ SC = DLH HDLF -- v AR' -- DL 8"XS" CONCRETE FILLED CELLS W /(1) #5 8 "X12" CONCRETE COLUMN W/4 #5 CONT. AND #3 STIRRUPS © 8" 0.C. 0 12 "X18" CONCRETE COLUMN W/6 #5 CONT. AND #3 STIRRUPS © 12" 0.C. Zi -€L-V- TOP SHAV SC = DLH -- v AR' -- DL 2 Zi -€L-V- TOP R E-INf{ e-I -G F-1 -3 2 CONT. -I-R-RU- -S_E F -2 'EXISTING'. MARK INCHES J� . E REMARKS BOT TOP NO. SPACING INCH TE5 SX12 2 * 2 # S 4 ' 8" C.C_ 4 12" C.C. HO\DATO\ SC = DLH -- v AR' -- 1� 2 RfiN 7- 0 - R C1T G H b V A R <S F-1 10"X10" 2 CONT. F -2 'EXISTING'. EXISTING, THE NEW MASONRY INFILL WALL SHALL BE ATTACHED TO THE EXIST. CONCRETE COLUMNS W/ #3X1' -6" DOWELS SPACED 16" O.C. VERTICALLY. THE DOWELS SHALT BE EMBEDDED 6" INTO COLUMN W /HILTI HIT HY150 EPDXY SYS THE #3 DOWELS SHALL BEND IN THE GROUTED VERTICAL CELLS OF MASONRY INFI 1 wol L EXISTING TO REMAIN NEW WALL REINFORCING AT DnnRS TO EXTEND DOWN IN EXISTING FOOTING & UP TO EXISTING TIE BEAM NEW 10 "X6" CONC. FOOTING © NEW STEPS & LANDING NEW WALL REINFORCING AT NEW FRENCH DOORS TO EXTEND DOWN o INTO EXISTING FOOTING & UP TO T EXISTING TIE BEAM NEW STEPS & LANDING EL. 11.27' NGVD. 11-4-02 EXIST. 4" THICK CONC. SLAB REINFORCED W /6X6 W1.4XW1.4 WWM OVER WATERPROOF MEMBRANE ON COMPACTED FILL (95% OF ASTM D -1557) EW FULL TIE COLUMN UP TO TIE BEAM AND DOWN TO FOOTING (4) #5'S CONT. $EL. 11.27' NGVD. SHAD SHAFI , P STRUCTURAL E 'GIN FL. P.E. No. 576 844 N.E. 98TH S 'EE MIAMI SHORES, FLO" ti P: (305)984 -5974 sshafieGbe Isouth.net REVISIONS REVIEW SUBMISSION 9 -4 -02 REVIEW SUBMISSION 10 -1 -02 PERMIT REVISION A11 -4 -02 DRAWN M.M. CHECKED M.A.C. DATE 8 -28 -02 SCALE AS SHOWN JOB NO. 02 SHEET OF I SHEETS GENERAL All dimensions shall be verified by contractor at the job site and in case of any discrepancy in drawings, architect and/ or engineer shall be notified and obtain their approval before proceeding with work. Contractor shall comply with all the provisions of the South Florida Building Code and the ACI 318 -95 specifications. Coordination of the work of all trades (structural, plumbing, electrical, air conditioning and architectural ) at the time of erecting this building structure is contractor responsibility. No additional payments shall be made to the contractor, for the contractor's failure to correct conflicting field conditions after the structure has been erected. The engineers shall not be responsible for, nor have control or charge of construction means. Methods sequence, or procedures, or for safety precautions and programs. All change orders must be signed and approved by the owners prior to approval by the architect and/ or engineer. CONCRETE Minimum compressive strength for all structural concrete shall be as follows (unless otherwise specified on the plan) Beams 3000 PSI @ 28 days Columns 3000 PSI @ 28 days Slabs 3000 PSI @ 28 days All structural concrete 3000 PSI @ 28 days Cement shall be portland type 1 conforming to ASTM 150. Regular weight aggregates shall comply with ASTM C -33 and the South Florida Building Code. Aggregate shall be clean and well graded with maximum size 3/4 ". Provide integral water repellent admixture (Aquapel or equal) in manufacturer's printed direction and shall be free of calcium chloride. 11 -4 -02 REINFORCING STEEL All reinforcing steel shall be ASTM A -615 grade 60 ASTM A -305 deformations. Detailing, fabrications and placement of all reinforcement shall conform to the ACI and CRSI, SPECIFICATIONS. (latest edition) Contractors shall provide addequate chair to support the reinforcing and to prevent displacement. All discontinuous end of all top reinforcing, shall be hooked. Provide 2 — #5 5' —O" long (bent in the middle) corner bars at all corners. Column dowels and reinforcing splices shall be not less than 30 bar diameter for compression members shall be in accordance with ACI 318 -83 table 1 thru 8. Lap top reinforcing steel at the mid. span and bottom reinforcing steel over the supports. Reinforcing steel shall be free of rust, scale and other deleterious matter. Provide 1/2 ton additional #5 bars and 1/2 ton additional #4 bars for lintels and miscellaneous. Reinforcing clear cover as follows: Columns 1 1/2" Grade beams . . . .3" Beams 2" Slab 1" PREPARATION OF FOUNDATION Contractor to follow all recommendations of geotechnical engineer for this project and use the original soil report as a guide. SCALE: 1 /4" EL. 11.52' NGVD. XISTING REMAIN FOUNDA 1 0 „ NOTE: NEW COLUMNS SHOULD SE TIED TO EXIST. 5UILDING WITH #3X1' -6" DOWELS c 18" O.G. VERTICALLY. DOWELS SHALL BE EM3EDED 6 INTO EXIST. WALL W /HILTI HIT HY150 EPDXY SYSTEM. DOWELS SHALL BE BENT INTO COLUMN. ON P AZ (I) "4 TYP. 5e12" Shall conform to the latest standards of South Florida Building Code. All load bearing wall shall be type 'H' with a minimum average strength of 2500 P.S.I. All reinforcing masonry units shall be continually filled with concrete. Contractor shall comply with section 2704 of Building Code. Contractor shall provide opening at the bottom of reinforced masonry unit at each level for inspection. Provide #8 horizontal reinforcing, ladder type for reinforced masonry and truss type for all masonry walls @ 16" c.c. Extend wires 4" into concrete columns. Provide 1 #5 vertical reinforcing in grouted cell at each side of openings between 3' -0" to 8' -0 ". Extend reinforcing into concrete beam at the top and bottom, as per column reinforcing detail. Splice length for these reinforcing shall be minimum 30 ". Contractor shall provide opening thru concrete slab as required by blocking out prior to concrete cast.No chipping will be permitted. All opening thru the concrete floor slab for plumbing, tub wast, electrical, mechanical shall be coordinated with related plans. Minimum fiber stress in bending shall not be less than 1200 PSI. Approved separating material shall be used where wood is in contact with concrete. TESTING MATERIAL Contractor is responsible for the expenses of all required testing, performed by approved testing laboratory. Contractor shall submit all test result to engineer. CONCRETE BLOCKS SLAB OPENING WOOD 11 -4 -02 n;l/✓1(JM 7bt 5) F ;,v = 3" NOTE: PROVIDE $3 STIRRUPS 4 e 12" AT BEAMS AND CORNERS AND 48" C.C_ FOR REMAINING.; LENGT,' - OF THE TIE 8 AM_ PROVIDE 2 *5 AT MIDDEPTH (ONE EACH FACE) FOR 30" TO 42" DEEP BEAMS. 4 *5 (2 EACH FACE) AT 1/3 FROM THE TOP AND BOTTOM FOR BEAMS BETWEEN 42" TO 54 ". 11 -4 -02 1 THE FOUNDATIONS ARE DESIGNED USING A PRESUNTIVE SOIL BEARING CAPACITY OF 2000 PSF. IF A BEARING CAPACITY OF LESS THAN 2000 PSF. IS ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED BEFORE PROCEEDING WITH WORK. 16" 2" MIN. COVER (TYPICAL) 3' -O" -00 NG EAU L NEW 4' CONC. SLAB W /6x6- L4X1111.4 LLtUF ON 6 MILL VAPOR BARRIER ON WELL COMPACTED FILL. ALL CELLS BELOW GRADE SHOULD BE RILL)" GROUTED NEW 10 "X16" CONT. CONCRETE FOOTING W/ 3 '5 CONT. REINF. "3 6 IS" C.C. 5-4ORT WAY. "3'5 9 18" O.C. SCALE: 1"=i 3 -033 1 '5 VERTICAL REINFORCINCs IN GROUTED CELL 6 48" O.C. (TYP.) EXIST. 2 "X8" © 16 O.C. ATTACHED TO WALL W /TAP16 DADE NOA 98- 1016.02 EXISTING ROOF JOIST & FASCIA TO REMAIN 2" BY P.T. TO MATCH PAINTED WOOD FASCIA NAILED 4' O.C. PROVIDE HORIZONTAL MASONRY REINFORCEMENT ©16" O.C. EXTEND THIS REINFORCEMENT MIN. 4" INTO TIE COLUMNS AT EACH END (3) NEW ARCHED WINDOWS IN NEW OPENINGS W /2" RECESS © FRONT WINDOWS ONLY 2 COATS (5/8 ") OF STUCCO TO MATCH EXISTING #5 © 48 "C.0 !N FULLY GROUTED CELL NEW 10 "X16" CONCRETE FOOTING W/(2) #5 CONT. i / \ / \ / \ /) , / \ i / \ //\ " EMBEDMENT #3 © 18" 0.0. C =� SCALE 3/4"=1 ' -0" ON FOOT NG DETA ALL CELLS BELOW GRADE SHOULD BE FULLY GROUTED SCALE: 1" 1 ' —O" NEW R -19 INSULATION MIN. NEW 1/2" GYP. BD. ATTACHED TO UNDERSIDE OF EXIST. WOOD ROOF JOIST STANDARD HOOK 6" EMBEDMENT 30" LAP MIN. TYP. 30" LAP MIN. TYP. 4" CONC. SLAB ON GRADE W/6 "X6 "- W1.4XW1.4 WLLF. DO1ZL 6 48" O.C. CONT. 10 "X16" CONC. FTG. W/2 '5'5 CONT. *3 9 18" O.C. 8 "x12" CONCRETE TIE BEAM (TB) W/4 #5 CONTINUOS Sc #3 STIRRUPS 4 ©12" & 48" C.C. AND 2 -60" LONG #5 BENT AT CORNERS 1/2" GYP. BD. OVER WD FURRING AND R -5 INSULATION 1� EL. 10.29' NGVD. THE NEW MASONRY INFILL WALL SHALL BE ATTACHED TO THE EXIST. CONCRETE COLUMNS W/ #3X1' -6" DOWELS SPACED 16" O.C. VERTICALLY. THE DOWELS SHALT BE EMBEDDED 6" INTO COLUMN W /HILTI HIT HY150 EPDXY SYS THE #3 DOWELS SHALL BEND IN THE GROUTED VERTICAL CELLS OF MASONRY INFI 1 wol L EXISTING TO REMAIN NEW WALL REINFORCING AT DnnRS TO EXTEND DOWN IN EXISTING FOOTING & UP TO EXISTING TIE BEAM NEW 10 "X6" CONC. FOOTING © NEW STEPS & LANDING NEW WALL REINFORCING AT NEW FRENCH DOORS TO EXTEND DOWN o INTO EXISTING FOOTING & UP TO T EXISTING TIE BEAM NEW STEPS & LANDING EL. 11.27' NGVD. 11-4-02 EXIST. 4" THICK CONC. SLAB REINFORCED W /6X6 W1.4XW1.4 WWM OVER WATERPROOF MEMBRANE ON COMPACTED FILL (95% OF ASTM D -1557) EW FULL TIE COLUMN UP TO TIE BEAM AND DOWN TO FOOTING (4) #5'S CONT. $EL. 11.27' NGVD. SHAD SHAFI , P STRUCTURAL E 'GIN FL. P.E. No. 576 844 N.E. 98TH S 'EE MIAMI SHORES, FLO" ti P: (305)984 -5974 sshafieGbe Isouth.net REVISIONS REVIEW SUBMISSION 9 -4 -02 REVIEW SUBMISSION 10 -1 -02 PERMIT REVISION A11 -4 -02 DRAWN M.M. CHECKED M.A.C. DATE 8 -28 -02 SCALE AS SHOWN JOB NO. 02 SHEET OF I SHEETS GENERAL All dimensions shall be verified by contractor at the job site and in case of any discrepancy in drawings, architect and/ or engineer shall be notified and obtain their approval before proceeding with work. Contractor shall comply with all the provisions of the South Florida Building Code and the ACI 318 -95 specifications. Coordination of the work of all trades (structural, plumbing, electrical, air conditioning and architectural ) at the time of erecting this building structure is contractor responsibility. No additional payments shall be made to the contractor, for the contractor's failure to correct conflicting field conditions after the structure has been erected. The engineers shall not be responsible for, nor have control or charge of construction means. Methods sequence, or procedures, or for safety precautions and programs. All change orders must be signed and approved by the owners prior to approval by the architect and/ or engineer. CONCRETE Minimum compressive strength for all structural concrete shall be as follows (unless otherwise specified on the plan) Beams 3000 PSI @ 28 days Columns 3000 PSI @ 28 days Slabs 3000 PSI @ 28 days All structural concrete 3000 PSI @ 28 days Cement shall be portland type 1 conforming to ASTM 150. Regular weight aggregates shall comply with ASTM C -33 and the South Florida Building Code. Aggregate shall be clean and well graded with maximum size 3/4 ". Provide integral water repellent admixture (Aquapel or equal) in manufacturer's printed direction and shall be free of calcium chloride. 11 -4 -02 REINFORCING STEEL All reinforcing steel shall be ASTM A -615 grade 60 ASTM A -305 deformations. Detailing, fabrications and placement of all reinforcement shall conform to the ACI and CRSI, SPECIFICATIONS. (latest edition) Contractors shall provide addequate chair to support the reinforcing and to prevent displacement. All discontinuous end of all top reinforcing, shall be hooked. Provide 2 — #5 5' —O" long (bent in the middle) corner bars at all corners. Column dowels and reinforcing splices shall be not less than 30 bar diameter for compression members shall be in accordance with ACI 318 -83 table 1 thru 8. Lap top reinforcing steel at the mid. span and bottom reinforcing steel over the supports. Reinforcing steel shall be free of rust, scale and other deleterious matter. Provide 1/2 ton additional #5 bars and 1/2 ton additional #4 bars for lintels and miscellaneous. Reinforcing clear cover as follows: Columns 1 1/2" Grade beams . . . .3" Beams 2" Slab 1" PREPARATION OF FOUNDATION Contractor to follow all recommendations of geotechnical engineer for this project and use the original soil report as a guide. SCALE: 1 /4" EL. 11.52' NGVD. XISTING REMAIN FOUNDA 1 0 „ NOTE: NEW COLUMNS SHOULD SE TIED TO EXIST. 5UILDING WITH #3X1' -6" DOWELS c 18" O.G. VERTICALLY. DOWELS SHALL BE EM3EDED 6 INTO EXIST. WALL W /HILTI HIT HY150 EPDXY SYSTEM. DOWELS SHALL BE BENT INTO COLUMN. ON P AZ (I) "4 TYP. 5e12" Shall conform to the latest standards of South Florida Building Code. All load bearing wall shall be type 'H' with a minimum average strength of 2500 P.S.I. All reinforcing masonry units shall be continually filled with concrete. Contractor shall comply with section 2704 of Building Code. Contractor shall provide opening at the bottom of reinforced masonry unit at each level for inspection. Provide #8 horizontal reinforcing, ladder type for reinforced masonry and truss type for all masonry walls @ 16" c.c. Extend wires 4" into concrete columns. Provide 1 #5 vertical reinforcing in grouted cell at each side of openings between 3' -0" to 8' -0 ". Extend reinforcing into concrete beam at the top and bottom, as per column reinforcing detail. Splice length for these reinforcing shall be minimum 30 ". Contractor shall provide opening thru concrete slab as required by blocking out prior to concrete cast.No chipping will be permitted. All opening thru the concrete floor slab for plumbing, tub wast, electrical, mechanical shall be coordinated with related plans. Minimum fiber stress in bending shall not be less than 1200 PSI. Approved separating material shall be used where wood is in contact with concrete. TESTING MATERIAL Contractor is responsible for the expenses of all required testing, performed by approved testing laboratory. Contractor shall submit all test result to engineer. CONCRETE BLOCKS SLAB OPENING WOOD 11 -4 -02 n;l/✓1(JM 7bt 5) F ;,v = 3" NOTE: PROVIDE $3 STIRRUPS 4 e 12" AT BEAMS AND CORNERS AND 48" C.C_ FOR REMAINING.; LENGT,' - OF THE TIE 8 AM_ PROVIDE 2 *5 AT MIDDEPTH (ONE EACH FACE) FOR 30" TO 42" DEEP BEAMS. 4 *5 (2 EACH FACE) AT 1/3 FROM THE TOP AND BOTTOM FOR BEAMS BETWEEN 42" TO 54 ". 11 -4 -02 1 THE FOUNDATIONS ARE DESIGNED USING A PRESUNTIVE SOIL BEARING CAPACITY OF 2000 PSF. IF A BEARING CAPACITY OF LESS THAN 2000 PSF. IS ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED BEFORE PROCEEDING WITH WORK. 16" 2" MIN. COVER (TYPICAL) 3' -O" -00 NG EAU L NEW 4' CONC. SLAB W /6x6- L4X1111.4 LLtUF ON 6 MILL VAPOR BARRIER ON WELL COMPACTED FILL. ALL CELLS BELOW GRADE SHOULD BE RILL)" GROUTED NEW 10 "X16" CONT. CONCRETE FOOTING W/ 3 '5 CONT. REINF. "3 6 IS" C.C. 5-4ORT WAY. "3'5 9 18" O.C. SCALE: 1"=i 3 -033 1 '5 VERTICAL REINFORCINCs IN GROUTED CELL 6 48" O.C. (TYP.) EXIST. 2 "X8" © 16 O.C. ATTACHED TO WALL W /TAP16 DADE NOA 98- 1016.02 EXISTING ROOF JOIST & FASCIA TO REMAIN 2" BY P.T. TO MATCH PAINTED WOOD FASCIA NAILED 4' O.C. PROVIDE HORIZONTAL MASONRY REINFORCEMENT ©16" O.C. EXTEND THIS REINFORCEMENT MIN. 4" INTO TIE COLUMNS AT EACH END (3) NEW ARCHED WINDOWS IN NEW OPENINGS W /2" RECESS © FRONT WINDOWS ONLY 2 COATS (5/8 ") OF STUCCO TO MATCH EXISTING #5 © 48 "C.0 !N FULLY GROUTED CELL NEW 10 "X16" CONCRETE FOOTING W/(2) #5 CONT. i / \ / \ / \ /) , / \ i / \ //\ " EMBEDMENT #3 © 18" 0.0. C =� SCALE 3/4"=1 ' -0" ON FOOT NG DETA ALL CELLS BELOW GRADE SHOULD BE FULLY GROUTED SCALE: 1" 1 ' —O" NEW R -19 INSULATION MIN. NEW 1/2" GYP. BD. ATTACHED TO UNDERSIDE OF EXIST. WOOD ROOF JOIST STANDARD HOOK 6" EMBEDMENT 30" LAP MIN. TYP. 30" LAP MIN. TYP. 4" CONC. SLAB ON GRADE W/6 "X6 "- W1.4XW1.4 WLLF. DO1ZL 6 48" O.C. CONT. 10 "X16" CONC. FTG. W/2 '5'5 CONT. *3 9 18" O.C. 8 "x12" CONCRETE TIE BEAM (TB) W/4 #5 CONTINUOS Sc #3 STIRRUPS 4 ©12" & 48" C.C. AND 2 -60" LONG #5 BENT AT CORNERS 1/2" GYP. BD. OVER WD FURRING AND R -5 INSULATION EXIST. BATH WINDOW SCHEDULE MK WIDTH HT SILL JAMB HEAD MATERIAL DESCRIPTION REMARKS g © ALUM & SINGLE HUNG SELECTED 4 -6 5 -6 ,. r� yip GLASS BY OWNER B 3' -4" 4' -4" I i 1 EXISTING FLORIDA ROOM [103 EXISTING KITCHEN EXISTING BEDROOM 103 NEW WINDOWS EXIST. BATH NEW FAN UNIT #1 EXISTING BEDROOM EXIST. BATH NEW METAL - STUD PARTITION W /DRYWALL RAISE UP TO - MIN. ELEVATION EXISTING BEDROOM EL. 11.27' NGVD. W /H AREA OF NEW WORK EXISTING DINING EXIST. DOOR TO BE REMOVED FL TER LW �• NEW BLOCK WALL N� EXISTING LIVING ROOM REMOV EXISTI G WALL EL. 11.27' NGVD. /NEW/ FAMILY ROOM NEW FILLED CELL UP TO TIE BEAM AND DOWN TO FOOTING (3) NEW ARCHED WINDOWS IN NEW OPENINGS NEW COMPRESSOR EXISTING METER - DOOR SCHEDL LE MK TYPE SIZE ELEV MATERIAL FRAME T'HLD W'STR REMARKS © SWING 3'- 0 "X6' -8" ALUM. METAL YES YES SELECTED BY OWNER 2© BI -FOLD (2)1'- 6 "X6' -8" METAL METAL NO NO © SWING 2'- 8 "X6' -8" WOOD WOOD YES NO ® FRENCH 2 3 -0 X6 ALUM. METAL YES YES DOOR ( ) � � -8 " © SWING 3'- 0 "X6' -8" WOOD WOOD YES NO © FRENCH 2 2'- 0 "X6' -8" ALUM. METAL YES YES DOOR (2)2'-0"X6'-8" ) 0 GARA 8 7 " X7 ' -4 METAL METAL YES YES © SWING (2)2'- 3 " "X3' -O' METAL METAL NO NO FINISH SCHEDULE MK AREA FLOOR BASE WALL CEILING HT. REMARKS 1 01 HALL WOOD WOOD PTO DRYWALL PTD DRYWALL 8' -O" SELECTION BY OWNER 1 02 FAMILY WOOD WOOD ROOM 103 EXISTING EXISTING EXIST. 104 , 1 EXISTING DEN $EL 11.52' NGVD. NEW GATE NEW FAN UNIT #2 SCALE: 1 /4" EXISTING STORAGE 7) ALL NEW CENTRAL A/C (2 UNITS) NEW PANEL LOCATION EL. 10.29' NGVD. EXISTING GARAGE SCOPE OF WORK 1) NEW KITCHEN CABINETS 2) NEW FAMILY ROOM @ EXIST. GARAGE 3) NEW ENCLOSED HALL 4) NO NEW EXTERIOR ADDITIONS 5) NEW CONC. SLAB ON GRADE TO FILL IN EXIST. HALL & GARAGE DL_ ELECTRICAL , NEW COMPRESSOR # NEW GARAGE DOOR EXIST. WASHER & DRYER EXIST. 700 GAL. SEPTIC - ANK & DRAIN FIELD - NEW DRIVWAY WOLFE RESIDENCE MIAMI SHORES, FLORIDA EXISTING USE: RESIDENTIAL 3,418 S.F. INCLUDING GAPPGE & FLORIDA ROOM A/C SPACE 2,351 S.F. FLORIDA ROOM 240 S.F. GARAGE 827 S.F. PROPOSED USE: RESIDENTIAL 3,810 S.F. INCLUDING GARAGE & FLORIDA ROOM A/C SPACE 3,193 S.F. FLORIDA ROOM 240 S.F. GARAGE 377 S.F. GROSS LOT AREA: 131.45'X127.5' = 16,559 S.F. DATA EXISTING PROPOSED EAST SETBACK SOUTH SETBACK NORTH SETBACK WEST SETBACK EXISTING EXSITING EXISTING EXISTING BUILDING HEIGHT ROOF 14' -6" EXISTING EXIST. POOL N.E. 94TH ST. ALLEY In 13 14 15 16 N 50' 56.5'} N.E. 93RD ST. LEGAL DESCRIPTION SCALE: 1 "= 1 00' LOT 1 AND 2, AND THE EAST 1/2 OF LOT 3 BLOCK 3, AN AMENDED PLAT OF MIAMI SHORES, SECTION No. 1 ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, PAGE 70 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. WFST SETRACK REMOVE EXIST. DRIVWAY EXIST. WATER LINE & METER TO WATER HEATER FPL POLE EXIST. 200 GAL. SEPTIC TANK & DRAIN FIELD EXIST. ELECTRICAL METER REVISIONS REVIEW SUBMISSION 9 -4 -02 REVIEW SUBMISSION 10 -1 -02 DRAWN M.M. CHECKED M.A.C. DATE 8 -28 -02 SCALE AS SHOWN JOB NO. 02 SH EET OF L SHEETS AI EXIST. BATH WINDOW SCHEDULE MK WIDTH HT SILL JAMB HEAD MATERIAL DESCRIPTION REMARKS g © ALUM & SINGLE HUNG SELECTED 4 -6 5 -6 ,. r� yip GLASS BY OWNER B 3' -4" 4' -4" I i 1 EXISTING FLORIDA ROOM [103 EXISTING KITCHEN EXISTING BEDROOM 103 NEW WINDOWS EXIST. BATH NEW FAN UNIT #1 EXISTING BEDROOM EXIST. BATH NEW METAL - STUD PARTITION W /DRYWALL RAISE UP TO - MIN. ELEVATION EXISTING BEDROOM EL. 11.27' NGVD. W /H AREA OF NEW WORK EXISTING DINING EXIST. DOOR TO BE REMOVED FL TER LW �• NEW BLOCK WALL N� EXISTING LIVING ROOM REMOV EXISTI G WALL EL. 11.27' NGVD. /NEW/ FAMILY ROOM NEW FILLED CELL UP TO TIE BEAM AND DOWN TO FOOTING (3) NEW ARCHED WINDOWS IN NEW OPENINGS NEW COMPRESSOR EXISTING METER - DOOR SCHEDL LE MK TYPE SIZE ELEV MATERIAL FRAME T'HLD W'STR REMARKS © SWING 3'- 0 "X6' -8" ALUM. METAL YES YES SELECTED BY OWNER 2© BI -FOLD (2)1'- 6 "X6' -8" METAL METAL NO NO © SWING 2'- 8 "X6' -8" WOOD WOOD YES NO ® FRENCH 2 3 -0 X6 ALUM. METAL YES YES DOOR ( ) � � -8 " © SWING 3'- 0 "X6' -8" WOOD WOOD YES NO © FRENCH 2 2'- 0 "X6' -8" ALUM. METAL YES YES DOOR (2)2'-0"X6'-8" ) 0 GARA 8 7 " X7 ' -4 METAL METAL YES YES © SWING (2)2'- 3 " "X3' -O' METAL METAL NO NO FINISH SCHEDULE MK AREA FLOOR BASE WALL CEILING HT. REMARKS 1 01 HALL WOOD WOOD PTO DRYWALL PTD DRYWALL 8' -O" SELECTION BY OWNER 1 02 FAMILY WOOD WOOD ROOM 103 EXISTING EXISTING EXIST. 104 , 1 EXISTING DEN $EL 11.52' NGVD. NEW GATE NEW FAN UNIT #2 SCALE: 1 /4" EXISTING STORAGE 7) ALL NEW CENTRAL A/C (2 UNITS) NEW PANEL LOCATION EL. 10.29' NGVD. EXISTING GARAGE SCOPE OF WORK 1) NEW KITCHEN CABINETS 2) NEW FAMILY ROOM @ EXIST. GARAGE 3) NEW ENCLOSED HALL 4) NO NEW EXTERIOR ADDITIONS 5) NEW CONC. SLAB ON GRADE TO FILL IN EXIST. HALL & GARAGE DL_ ELECTRICAL , NEW COMPRESSOR # NEW GARAGE DOOR EXIST. WASHER & DRYER EXIST. 700 GAL. SEPTIC - ANK & DRAIN FIELD - NEW DRIVWAY WOLFE RESIDENCE MIAMI SHORES, FLORIDA EXISTING USE: RESIDENTIAL 3,418 S.F. INCLUDING GAPPGE & FLORIDA ROOM A/C SPACE 2,351 S.F. FLORIDA ROOM 240 S.F. GARAGE 827 S.F. PROPOSED USE: RESIDENTIAL 3,810 S.F. INCLUDING GARAGE & FLORIDA ROOM A/C SPACE 3,193 S.F. FLORIDA ROOM 240 S.F. GARAGE 377 S.F. GROSS LOT AREA: 131.45'X127.5' = 16,559 S.F. DATA EXISTING PROPOSED EAST SETBACK SOUTH SETBACK NORTH SETBACK WEST SETBACK EXISTING EXSITING EXISTING EXISTING BUILDING HEIGHT ROOF 14' -6" EXISTING EXIST. POOL N.E. 94TH ST. ALLEY In 13 14 15 16 N 50' 56.5'} N.E. 93RD ST. LEGAL DESCRIPTION SCALE: 1 "= 1 00' LOT 1 AND 2, AND THE EAST 1/2 OF LOT 3 BLOCK 3, AN AMENDED PLAT OF MIAMI SHORES, SECTION No. 1 ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, PAGE 70 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. WFST SETRACK REMOVE EXIST. DRIVWAY EXIST. WATER LINE & METER TO WATER HEATER FPL POLE EXIST. 200 GAL. SEPTIC TANK & DRAIN FIELD EXIST. ELECTRICAL METER REVISIONS REVIEW SUBMISSION 9 -4 -02 REVIEW SUBMISSION 10 -1 -02 DRAWN M.M. CHECKED M.A.C. DATE 8 -28 -02 SCALE AS SHOWN JOB NO. 02 SH EET OF L SHEETS DIVISION 2 SITE WORK 1.NEW FOOTINGS SHALL REST ON FIRM NATURAL SOIL OR APPROVED COMPACTED FILL. 2.FILLUNDER BUILDING : COMPACTED WITH SAND: NOT MORE THAN 10 PERCENT BY WEIGHT PASSING NO. SIEVE. ROCK WASHINGS NOT ACCEPTABLE. 3. FILL FOR ROUGH GRADING AND UNDER SIDEWALKS: CLEAN PIT ROCK AND /OR SAND CONTAINING A MINIMUM OF 80% SAND WITH NO ROCK LARGER THAN WILL PASS THROUGH A 2 ,h " RING. 4.CLEARING: REMOVE ORGANIC AND OTHER DELETIRIOUS MATERIALS, INCLUDING DESIGNATED TREES, ROOTS, ETC. FROM THE ENTIRE SITE. AREAS TO BE COVERED BY BUILDINGS SLAB OR FILL, AND ALL AREAS UNDER SIDEWALKS AND PAVING SCARIFIED TO A MINIMUN DEPTH OF 8" AND AS OTHERWISE REQUIRED, TO REMOVE STUMPS, ROOTS, ETC. COMPLETE WORK BEFORE STARTING FOUNDATION WORK. REMOVE ALL TRASH AND OTHER DELITIRIOUS MATERIALS FROM SITE AND STOCKPILE APPROVED MATERIALS FOR SITE GRADING. 5. EXCAVATION: EXCAVATE FOOTING TRENCHES TO DEPTHS INDICATED ON STRUCTURAL DRAWINGS AND DETAILS. RELOCATE EXCAVATED MATERIAL. BACK FILL UNDER FOUNDATION IS STRICKTLY PROHIBITED OTHER THAN FOR SPECIAL SYSTEMS AS DESIGNED. NEW 6.MINIMUM BEARING CAPACITY OF SOIL AT ALL FOUNDATIONS TO BE 2,500 BACKER P.S.F. ROD �iNr GLACE FILL -UN-D SLABS-AYERS- !-QT AND MORE THAN 12" THICK. COMPACT TO A MINIMUM OF NINETY -FIVE SEALENT PERCENT (95 %) OF MAXIMUM DENSITY AT OPTIMUM MISTURE AS DETERMINED BY ASTN 01557. PLACE FILL OUTSIDE OF BUILDINGS IN LAYERS NOT MORE THAN 12" THICK. WATER AND COMPACT EACH LAYER TO SOLID MASS EQUAL TO SURROUNDING UNDISTURBED SOIL. 8.PROVIDE GROUND POISONING PER FHA M.P.S. UNDER ENTIRE SURFACE OF FLOOR, PATIO AND STOOP SLABS AND BOTH SIDES OF FOUNDATION WALLS WHICH ARE NEW. DIVISION 3 CONCRETE AND FOUNDATION (SEE STRUCTURAL DETAILS) DIVISION 4 MASONRY 1. CONCRETE MANSORY UNITS A.S.T.M C90 -70, GRADE A. 2. STORE MATERIAL UNDER COVER IN DRY PLACE. 3. GENERAL ERECT MASONRY INCLUDING SET BOLTS, ANCHORS, INSERTS, SLEEVES AND OTHER ITEMS SPECIFIED ELSEWHERE, BUT REQUIRED TO BE SET IN MASONRY. PROVIDE OPENINGS REQUIRED BY OTHER TRADES. ERECT BLOCK ABUTTING CONCRETE WORK IS POURED UNLESS OTHERWISE INDICATED. DO NOT USE SQUARE END BLOCKS ABUTTING CONCRETE COLUMNS, WHERE BLOCKS ABUTS COLUMNS POURED PRIOR TO LAYING USING T- ANCHORS IN DOVETAIL SLOTS EVERY THIRD COURSE OF BLOCK. 4. MORTAR MIX 1 PART PORTLAND CEMENT, 1/2 PART LINE PUTTY, 3 1/2 PARTS SAND. ASTM C -270 AND ASTM C -90, USE TYPE "B" BELOW GRADE AND TYPE "S" ABOVE GRADE. GROUT MIX 1 PART CEMENT 3 PARTS SAND. DIVISION 5 METALS 1. STRUCTURAL STEEL AND MISCELLANEOUS IRON CONFORM TO ASTM A 36, AND SHOP COATED WITH RUST INHIBITIVE NON -LEAD PRIMER. 2. PREVENTION OF ELECTROLYSIS: WHERE ALUMINUM WILL CONTACT CONCRETE, MORTAR OR PLASTER, THE CONTACT SURFACE OF METAL SHALL BE SEPARATED USING ONE HEAVY COAT OF ALUMINUM PIGMENTED ASPHALT PAINT ON EACH SURFACE. 3. TIE DOWN RAFTER ANCHORS SHALL BE AS MANUFACTURED BY TECO OR APPROVED EQUAL ON WOOD FRAME CONSTRUCTION. 4. FASTENINGS OF THE SAME MATERIAL, COLOR AND FINISH AS METAL TO WHICH APPLIED UNLESS OTHERWISE INDICATED. PROVIDING SECURE AND ADEQUATE ANCHORAGE FOR PURPOSE INTENDED IN ALL INSTANCES. DIVISION 6 CARPENTRY 1. THE LUMBER USED SHALL BE IDENTIFIED BY THE GRADE MARK OF AN APPROVED LUMBER GRADING, OR INSPECTION BUREAU OR AGENCY. STRESS -GRADE LUMBER SHALL CONFORM TO THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" LATEST EDITION STRUCTURAL FRAMING MEMBERS TO 1,200 PSI MINIMUM EXTREME FIBER STRESS IN BENDING. 2. FURRED SOFFITS: A. FURRED SOFFITS SHALL BE CONSTRUCTED WITH 2X4 METAL STUDS AT 16" 0.0. JOISTS, HUNG FFROM STRUCTURAL FASCIA AND 1X4 NAILER ANCHORED TO MASONRY AT 4' -0" MAX. B. FOR LOCATION AND EXTENT OF FURRED AREAS, SEE DRAWINGS. 3. WOOD PRESERVATIVE: PRESSURE TREAT ALL FRAMING LUMBER, TRUSSED WOOD RAFTERS, FURRING, BLOCKING AND ALL STANDARD SPECIFICATIONS C1 -72. AND CS -72. 4. MILLWORK: INSTALL ACCURATELY, IN A NEAT AND A WORKMANLIKE MANNER, WITH TIGHT JOINTS AND TRUE SURFACES WELL SANDED. SCRIBE ALL CASEWORK AND SHELVING TO ADJOINING SURFACES. LEAVE ALL WORK FREE FROM ALL PHYSICAL DEFECTS. 5. ROUGH HARDWARE: ANCHORS, SPIKES, NAILS, BOLTS, ETC. GALVANIZED FOR EXTERIOR USE, PLAIN NAILS AND PRIME COATED ROUGH HARDWARE FOR INTERIOR, FURNISH AND INSTALL AS REQUIRED. METAL WINDOWS: A. HORIZONTAL ROLLING WINDOWS: MANUFACTURED IN ACCORDANCE WITH A.A.M.A. SPECIFICATIONS US- A2 -HP. B. ALUMINUM DOORS AND WINDOWS WITH APPROVED A.S.P.C.P. #ASA- 234 -1; CODE 29 -1, A.A.M.A. C. HORIZONTAL ROLLING WINDOWS MEET HS -A1 -H CLASS II SPEC /A.A.M.A. D. FRAMES AND SASH SECTIONS: MINIMUN .062" THICK, 6063 -T5 ALUMINUM ALLOY WITH WHITE ANODIZED FINISH OR EQUAL E.S.P. FINISH. E. AIR AND WATER INFILTRATION SHALL MEET OR EXCEED THE REQUIREMENTS AS ESTABLISHED BY A.A.M.A. F. WINDOWS SHALL BE FACTORY GLAZED WITH DOUBLE STRENGTH SHEET GLASS. DIVISION 9 FINISHES: 1. STUCCO: A. STUCCO FINISH TO RECEIVE A SPRAYED FINISH UNLESS SPECIFIED OTHERWISE. B. STUCCO ON MASONRY: 5/8" THICKNESS IN TWO COATS ON EXPANDED METAL, LATH OVER 15 LBS. ASPHALT SATURATED FELT. C. STUCCO ON WOOD FRAME: 5/8" TOTAL THICKNESS IN TWO COATS ON EXPANDED METAL, LATH OVER 15 LBS. ASPHALT SATURATED FELT. D. PROVIDE CONT. STUCCO CONTROL JOINT AT JUNCTION OF METAL LATH ON FRAME CONST. TO MASONRY CONST. 2. DRYWALL: SUPPLY AND INSTALL GYPSUM DRYWALL IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. USE METAL CORNER BEAD OR ANGLES AS REQUIRED. TAKE AND CEMENT JOINTS IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3. PAINTING: A.PAINT ALL OTHER SURFACES WITH TWO COATS QUALITY INTERIOR OR EXTERIOR PAINT AS APPLICABLE. NEW 1/2" GYP. WALL BOARD 1/8" GLASS NEW INSECT SCREEN D STUCCO FIN. TO MATCH E)asT. TA SCALE: 3 " =1' —O" LINE OF EXIST. ROOF NEW 2X4 PT WOOD BUCK SECURE TO STRUCTURE W/ 3"X1/4"DIA. TAPCON @ 12" O.0 @ „AM CONCRETE MIN. S EN CM PS STEEL MIN. STRENGTH 60,000 PSI. 8 "X8" CONC. FILLED CELL W/1 #5'S DOWEL MIN. 6" INTO FOOTING AND CONC. HEADER 1 L', 1 11 WA I I- = NEW A/C COMPR. #2 1 1 NEW STEPS AREA OF NEW WORK NEW 5/8" SJ CCO TO MATCH EXI TING a • d D - AO 3 - SCALE: 3 " =1' —O' SCALE: 3 "= 1 ' —O" (3) NEW ARCHED WINDOWS IN NEW OPENINGS I� -.. INN r. '11 2 '' RECESS NEW WINDOWS CONCRETE MIN. STRENGTH 3,000 PSI. STEEL MIN. STRENGTH 60,000 PSI. 8 "X12" CONC. W/4 #5'S NEW 2X4 PT WOOD BUCK SECURE TO STRUCTURE / 3"X1/4"DIA. TAPCON @ 12" O.0 NEW 1/2" GYP. WALL BOARD NEW CAULKING NEW 1/8" GLASS • NON NEW WORK AREA OF - 1 0 0 0 NEW 2 "X8" PILASTER COLUMN ON NEW STUCCO WALL NEW DOUBLE FRENCH DOORS NEW STEPS & LAMPS 4 y 2 t� NEW EXTERIOR INSECT SCREEN NEW BACKER ROD AND SEALENT NEW 5/8" STUC MATCH EXIS G CO!-C-R E T-E- VINI . STRENGTH 3,000 PSI. STEEL MIN. STRENGTH 60,000 PSI. )0P0 SCALE: 1 /4" NEW A/C COMPR. #1 PROFO e y • W 1 EXIST. POOL EQUIP. SCALE: 1 /4" = 1 ' 0" 4 ,0„ NEW SLOPE i I II 3 D 1-- TA _ © S / SCALE: 3 "= 1 ' ED E EVA EVA NEW 1/8" GLASS NEW MARBLE ILL NEW 2X4 PT WOOD BUCK SECURE TO STRUCTURE W/ 3"X1/4"DIA. TAPCON @ 12" O.0 "x8" CCNC /1 # MIN. 6" PENETRATION INTO JAMB CONC. BOTH SIDES iL LINE OF EXIST. ROOF NEW GARAGE DOOR ON e L9 4-6 REVISIONS BY REVIEW SUBMISSION 9 -4 -02 REVIEW SUBMISSION 10 -1 -02 11 � r 0 Lu 11711 Q7N (n 0 Z O >(/) W J LJ O © z w W _1 J (I) Q (/) Ca_ WWQ OZ = F- � W C) CD (I) DRAWN M.M. CHECKED M.A.C. DATE 8 -28 -02 SCALE AS SHOWN JOB NO. 02 SHEET A 2 OF 2 SHEETS PROCESS if r t.)EIIAL EMERGENCY MANAGEMENT AGENCY FOLIO #11- 3206 -013 -0300 NA i10NAL FLOOU INSURANCE PROGRAM C.O. x.10.82 ELEVATION CERTIFICATE - 1 riv711Eirg r1Aw,it TOM_WOLF E_________ __ ___ (BUILDING SI REET ADDRESS (Including Apt , Unit, Suite, and/of Bldg. No ) OR P.O. ROUi E AiJD I30X 80 N.E. 94TH S.J CRY StAIE FMIAMI 1 S R Iii€NUN - tot aril uJ& urr ers t ax Pico) f itt,ber, tegaT Desp ton etc D A LOTS 1& &EAST f /2 OF OT " MI M) SH SE 11Ei�D�D" PLAT 1300K 10 PAGE 70 bU1Lt5)fTc3 g, flesideetTT on -ties out r�l Addition, llcoossory, eta. USo a`(,o men s area, it necessary) R E J QfJ'Lj_j1�1.. LAM UD ONGI i UDF ((OPI totNAL) ( fl #° - # - ##.##" or fllf. #fl# ## ") Itltpottarlt: Read the ittsltucttons on pales 1 - 7. SECi ION A - PROPERTY OWNEit INFORMATION 1IORtZONTALUARTM: §oUTICE: fij i.fig( yT pe) : ___ ( _) USGS (7uad Map () Other: RAD 1927 NAU 1983 ff n fi 7 i;�1,111tWit1 ti7■■iE a r;131//14U1)11 riUM8ETi — r 133 (VILLAGE OF MIAMI SHORES /1206521 F3f AP A115 PAN€L 6� 5UTF R - Ikl"ii N 111ui€R NUMBER DAL 0093 J 1 -20 -93 U d) Attached garage (top of slab) lJ e) Lowest elevation of machinery and /or equipment servicing the building ( Uescribe in a Comments area.) U f) Lowest adjacent (finished) grade (LAG) U g) Highest adjacent (finished) grade (HAG) UN SEC iI tJ - FLOOD INSURANCE RAZE RM MAP (rim) INFORMATION . cD rY flAiviE MIAMI - DADE F3I` TiriM 1ww1 EFFECIIVE/REVISEU bAl 7 -17 -95 10. indicate the source of the Base Flood Elevation (t3FE) data or base flood depth entered in 89. j__I HS Profile .Xi FIRM �� Community tJoterrninod �� Other (Describe): 811. Indicate the etevatto, datum used for the bFE to B9: 1 Novu 1929 1__1 NAVD 1980 jj Other (Describe): _ __ 812. Is the building located M © Coastal Barrier Resources System (CURS) area br Otherwise Protected Area (OPA)7 _1 Yes I No Uestgnetfon Date:____________ _ .___.. - --..__ -- _ SECTION C - BUILDING ELEVAiION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: 1__1Constructton Drawings' j, ,.I13uitding Under Construction' Conslructlon 'A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number __1___ (Select the building diagram most similar to the building for which this certificate Is being completed - see pages (3 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al -A30, AE, Alf, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR /A1 -A30, AR/AII, AR/AO Complete Items C3.1-I below according to the building diagram specified In Item 02. Stale the dauun, used. If the datum is different from the datum used for the BFE h, SoctIon B, convert the datum to that used for the BFE, Show field measurements and datum conversion calculation. Use the space provided or the Cori area of Secltort U or Section (3, as appropriate, to document the datum conversion. Datum f_GUQ__2 _9_ Converslor NINE Elevation reference mark used( U N T Y Does the elevation reference mark used appear on the FIRM? �� Yes 1,X_1 No - ----------- U e) Top of bottom floor (including basement or enctosuro) rJ b) Top of next higher floor r-) c) Bottom of lowest horizontal structural member (V zones only) /A_ tt (m) I 29rt.(m) • N/A_ it.(rn) S z ft.rn U h) No. of permanent openings (flood vrrnts) wilhtrt 1 fl. above adjacent grade L) I) Total area of all permanent openings (flood vents) to C3.1t _N A_ 81.10. (sit. on) r O.M.t3. No 3087 - 0077 Expires July 31, 2002 For tnsur ance Company Use: MiTlo cy Rumber Company NAIC Ftrnber VP UM 33138 FLOR I DA 5k rwo 1T 6g. >1AsT. Ttoo 5L1�VAT1(31T5[ ZONE(S) 1 (Zone AO, use depth of flooding) „ 11 N/A SEPTEMBER 25. 200 STATE OF FLORIDA PE_S 1060 SECTION D SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION 1his certification is to be signed and sealed by a Land surveyor, engineer, or architect authorized by law to certify elevation information. , certify Ilia( the Information In Sections A, 13, and 0 on this certificate represents my best e(Torfs to interpret the data available. 1 understand that any false statement may be punishable by fine orimptisonmenf under 18 U.S. Code, Section 1001. - C €TlT1FW g NAME C HARLES W. C A R R tiCEF3SE FIUiU6 €i'; 10110 1titE LAND SURVEYOR Cokn [AFT? NAME — ADDRESS 9 2 1 15 S.W. 44TH STREET `IIY MIAMI s tT � TE FLORIDA Ip u � Dp 33165 - RIFUTVnI= e 6/ Uxt>: 9-25-02 T€L €PTTONg3 0 5 — 2 21 3 416 zF,,AA corn, R1 - . 1111 nn S Fr f7 /rf7CF Rlflr= roll ( -mil MI IA TIr1N PPM Ar'rR Al 1 pf7F1 /1r11IR rfllTlrlNR IMP0i2TANI: hr these spaces, copy the corresponding Information front Section A. BUILDING ST R r ADDRES (including /71 'Unit, Suite, and /or Bldg. No) OR P.0. ROUTE AND BOX NO 80 N.E._94TH STREET__ CI 1Y MIAMI SHORES SECTION U SUf2VEYOf2 ENGINEER, OR ARCIIITECr OEM 1rICAtioN (CONIINUEO) Copy both sides of this Elevators Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. ToliMENTS j__LCheck here if attachments SECTIor E - BUILDING ELEVATION Ir1roRMATIoN (SURVEY Nor REQUIRED) roil ZONE AO AND ZONE A (W tliOUt EWE) n or Zone AO end Zono A (without BFE), complete Items El. through E4. If the Elevation Certificate is Intended for use as supporting information fora LOMA or LOMB -F, Soctioe C must be completed. E1. Building Diagram Number _ _ (Select the building diagram most similar to the building for which this certificate is being completes. - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. T he top of the bottom floor (including basement or enclosure) of the building is jj fL(n) I �I above or (__j Beier (check one) the highest adjacent grade. (Use natural grade, if available.) E3. For Building Diagramns 6 -8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the buifding is ILO/9r_ I__jin.(cm) above the highest adjacent grade. Complete Items C3.h and 03.1 on front of form. E4. For Zone AO only: II no hood depth number Is available, is the top of the bottom floor elevated In accordance with the community's floodplain management ordinance? j Yea No Uniuiown. The local official must certify this Information in Section 0. SECTION F - PROPERTY OWNER (O 2 OWNER'S REPRESENTATIVE) CEf2TIFICAiION T he property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.I only), and E for Zone A (without a FEMA - issued or con issued BFE) or Zone AO must sign here. The statements In Sections /1, D, C, and E are coned to the best of my knowledge. Pr2OPEt2TY OWNERS oil OWNEI23 AUI1IORIZED R €'REsENIA NAIV+E AUUf1Egs SIGNATURE COMMENTS COMMENT S G l=ean rot 111_1 11 n nn STATE FLORIDA 33138 CfTY DATE SECTIO O - COMMUNItY IFJFORMATION (OPTIONAL) —) Check bete If attachments N The focal official who Is authorized by Taw or ordlnance to administer the community's floodptain management ordinance can cornptole Sections A, B, C (or E), and (3 of this Elevation Certificate. Complete the applicable item(s) and ' sign below. 01.1_1 The information In Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by slate or local Taw to certify elevation inforrnation. (indicate the source end dale of the elevation data in the Comments area below.) 02.1 (A community official completed Section E fora building located in Zone A (without a FEMA issued or community- issued BFE) or Zone AO. G 1 he following information (Items G4•(39) is provided for community floodplatn management purposes. f34 P €Riv11TfJ1�1U13EfT j - (387 , Tg-r �i1TTn?;i.i €l5 TATD ATt= C €iillfiLhlt= U1' CUlArilAT1CMYCTIJPl(f�!'T --- +� J ISSUED (37. This permit has been issued for: j__ ( Now Construction I__ _1 Substantial Improvement 08. Elevation of as -built towest floor (including basement) of the building is: _ ft.(rm) Dalurn: (39. BF or (in Zone AO) depth of flooding at the building site is: _- - fl.(m) Datum: __ - -- - tOCAE O €1 iCIAL'g NAME. TITLE COMMUNITY NAME 1 ELEPItONE SIGNAL URE DATE roc TiTT3ur anco Cori bso: Policy Number ZIT' CODE [Company fJAIC Number STATE z 11 ciVE T ELEF1Ton- �_._, Check hero If attachinerits tzrr,t nrr' Al 1 PPPVInp IR It !r Nc , 75' I • 4 C . 1� /20...; /, •G rr I.0 - J.) i / //o, g>0 . I N- 7. rip 2/' �s�h. �Ave m r t — 1 35 6,9 /0.3 7: ✓, /2, 1 A,/, ONE 54! sj ti 9' A51.7L,• / ✓e '77 As /s//1//e2/-/ 'G _ 3' — 44 r : kA h'0 I,D ; :r ( ,,e39°.56-/Z0 4 °56-'Zo" 7 24,97' A= %9•Z4' 6 g , 3S.34' 301 K /-1 PROPERTY OF: W jI ii I; " 4 ., L'\ , August, and NWT Y41.111 oTruthrr 1 lG.rs natr. 41.11,1 TIIC u14,1t;1NA1. AA ISI'D S ►:AL Or' FLullIDA 1J4 1:1$ED MIRY/Alai ..vu ?Iweret Wol ie. Jacquelyn, 80 N.E. 94th Street, Miami Shores, FLorida A BOUNDARY sugyty I nereby certify that the surey repre- sented hereon meets the mtrumum techn.oi standards set forth by the Board at land Surveyors at chapter 67C17-6 Florida Adtmeastratwe Cane Pummel' to Section 4 37.(17. Fits Statutes The are no encroachments. ooertaps. easensenr, appeannS on the Rat. other Than as shown hereto it. nwr.n+R.cro:, AM, w.rnR A',5 . 94J, ST c- N6 _93 • This property described as Lots 1 and 2., and the East L/2 ot Lot 3, Block 3 AN AMENDED PLAT OF MIAMI SiIORES, SECTION NO. 1, according to the Plat thereof,, as recorded in Plat Book 10, Page 70 ot the Public Records or Dade County, Florida. LANNES .a`I) GARCIA, INC. LB. A 2098 NUR% EYORS- MAPPER. > -LAND I'LaNlNERS t.EA 5238 Page 1 of 2 33138 Office address: 359 Alcatar Avenue. (ural (fables. blutida 33134 13051 oats -79119 (954) 523 -6bai FIELD DATE t SCALE DRWC. C. vO /oZ / "_ �� j D A.D. 142008 A -15 A -15 111 N -. 111 N GFI N GFI A -12,14 FOR BATH EXISTING FLORIDA ROOM J.BOX' FOR D/W A -21 EXISTING BEDROOM X T. BATH • UI GFl • ; Mar fib" • N 6 i, 1p e m A -37 . 644 GFI/WP N A -35 A -27 E A -29 NEW 1\i" FAMILY ROOM 111 A -29 E A- 39 GF1 NEW A/C AHU .# 2 E GFI A -41 GFI E A -41 A -24,26 A -28.30 NEW PANEL "A" NEW PANEL "8 EXISTING GARAGE NEW ELECTRICAL GARAGE DOOR 1 V\iro -m.0 sat7?-6 5o 1 0 0 � C (©DPY (1 6-\' 9- 1t �b u (42 -) coo -1 S s-ro( cc =, ate y--- )1 of -1 - 12- 5 i t-evot )atl--,, ■ ii 3fi0 S � � Y►�►tiR .�. _,, k) -C v _ 11 Pk.we ► X 5 11 /z r;, p 2( Gov � i ONO CepV va A -07 E N A -05 A -05 E A -07 EXISTING BEDROOM WP /GFI N A -15 A -15 N N A -17 fi EXISTING DINING A -19 ` �11 41) A- 41 N A -41 A -41 i$oc.r t EXISTING LIVI ROOM A -39 A- 33 ON N S s NY A -33 A -39 A -33 ( N 0 4SaiO et a A -39 N A- 39 1 3R 2 60 GFI/WP A -39 EXISTING METER TO BE RELOCATED IN ORDER TO COMPLY WITH WORKING CLEARANCE ACCORDING TO NEC 1 10.26 (V Dt4a - ALL- oAf l0 GF1 /WP E 'P A -31 GFI A -31 -39 N EXISTING POOL PUMP 8 -05,07 NEW A/C C/U # 1 00 1 EXISTING SPRINKLER PUMP 11 AN _ A-23 GFI /WP rF A -41 8 -06,08 2 60 NEW A/C COMPRESSOR # 2 \\