Loading...
1022 NE 91 Terr (10)'SW ariiia Information contained herein is the sole property of Bennett Electric Service Company. Inc. ane may not be duplicated in whole or part, shown or described to any party other than the intended wrthou the express written permission of Bennett Electric Service Company, Inc Use or duplication in whole or part. shown or described to any party other than the intended without the express written permission of Bennett Eiectnc Service Company Inc constitutes acceptance of the associated contract and shall be subject to the terms and conditions of that contract 0 r• i • 0 Cl 1 (o t /1. C, rntr z =PI 2.TH1J4J CJC 1 C F MT , a'• , r -t kJ C 'a A u C-. I(IrCu LCCTr�IC J/ _' z ' "" Cict Ye 'C. Ektr Z - 34 uin! Owe: E x..h G Pro-la t.., 8" Designed by: Drawn by: UTJ Lin' 7?DG1 ( i CN A-n1Gs) Bennett Electric Service C.ompany, Inc. 6900 North East 4 Court, Miami, Florida 33138 (305) 759 -1665 Project : . 1`�CR .+ � R..6 K ire rrF'v Ll'�13 � E"PtiaCEM.�>rt -- Cr ec .-.-r V ?G�+31i>G Address: 102;2. t , r t.t 1 °r T a es . ?` i _ , ► E.C. 0000625 Nl i= - 274 D 4')Ot ) Q) Scale: 1 II - Page: Approved by: Ai or 0 A4 ))0 TIED A; 6 ,8 " /4. r. F, Fob CovuE Criou T•cx 1 ) 4 -1E.g C43,aET- f_.i 1 ! xTJ7 L O c wt t y_ ia-PPu L•CATOnr.., - Inc �l Lc, A'- E.R. 0007400 John P. H ,Master C.C.000013233 'LC 0.9674 Note KVA T/P Method Wire Description Ckt A B Ckt Description Size Method T/P KVA Note 1.4 15/1 Conduit 14 Existing 1 X 2 Range 6 Conduit 50/1 8.0 1.4 15/1 Conduit 14 Existing 3 X 4 Range 44 44 . 1.4 15 /1 Conduit 14 Existing 5 X 6 Existing 14 Conduit 15/1 1.4 1.4 15/1 Conduit 14 Existing 7 X 8 Existing 14 Conduit 15/1 1.4 1.4 15/1 Conduit 14 Existing 9 X 10 Existing 14 Conduit 15/1 1.4 1.8 20/1 Conduit 12 Existing 11 X 12 Existing 14 Conduit 15/1 1.4 4.8 30/2 Conduit 10 Water Heater 13 X 14 Spare 0.0 " " 10 • Water Heater 15 X 16 Microwave oven / exhaust hood 12 Conduit 20/1 1.4 * 1.4 15/1 Conduit 14 Existing 17 X 18 Refrigerator 12 Conduit 20/1 1.1 1.4 15/1 Conduit 14 Existing 19 X 20 Dishwasher 12 Conduit 20/1 1.4 * 1.4 15/1 Conduit 14 Existing 21 X 22 Small Appliance Circuit #1 12 Conduit 20/1 1.9 * 0.0 Spare 23 X 24 Small Appliance Circuit #2 12 Conduit 20/1 1.9 * Alor �Yarizing: Panel (Not Load Calculated) Connected Load: 39.1 KVA Feeder Load Calculation - Panel R: Lighting & Receptacle Loads: Existing Lighting and Receptacle 33.3 KVA First 8 KVA @ 100 %, Art. 220 -31 8.0 KVA Remainder 25.3 KVA @ 40% 10.2 KVA New Loads @ 100 %: Small Appliance Circuits 3.0 KVA* Dishwasher 1.4 KVA* Microwave oven / exhaust hood 1.4 KVA* Total Calculated Load 24.0 KVA * Denotes new circuits or loads. Information contained herein is the sole property of Bennett Electric Service Company. Inc. and may not oe duplicated in whole or part shown or described to any party other than the intended without the express written permission of Bennett Electric Service Company, Inc. Use or duplication in whole or par, shown or described to any party other than the intended without the express written permission of Bennett Eiectric Service Company. Inc. constitutes acceptance of the associated contract and shall be subject to the terms and conditions of that contract (24.0 KVA x 1000) / 240 -Volts = 100.0 Amperes Feeder Selection: 1 -1/2" Conduit, 3 - #1 THWN CU., with 125- Ampere Sub -Feed. Panel B (Existing - Laundry Room) Neutrai Load Calculation - Panel B: (Article 220 -22) Lighting & Receptacle Loads: Existing Lighting and Receptacle 33.3 KVA First 3 KVA @ 100% 3.0 KVA Remainder 30.3 KVA @ 35% 10.6 KVA New Loads @ 35 %: Small Appliance Circuits 1.1 KVA* Dishwasher 0.5 KVA* Microwave oven / exhaust hood 0.5 KVA* Total Calculated Load 15.7 KVA (15.7 KVA x 1000) / 240 -Volts = 65.4 Amperes Bennett Electric Service Company, I 6900 North East 4" Court, Miami, Florida 33135 (305) 759- Project : , Address: 10 Z- 2, L) c RTM i✓ � � T �. �, \ Designed by: M G, Drawn by: Date: o40)o k' Scale: Page: 2 Approved by: nc. 1665 E.C. 0000625 E.R. 0007400 C.C.000013233 Note KVA T/P Method Wire Description Ckt A B Ckt Description Size Method T/P KVA Note 24.0 125/2 Conduit 1 Existing Sub -Panel "B" 1 X 2 Existing A.H.U. 6 Conduit 50/2 10.0 125/2 Conduit 1 Existing Sub -Panel "B" 3 X 4 Existing A.H. U. 6 Conduit 50/2 3.8 30/2 Conduit 10 Existing Dryer 5 X 6 A/C Compressor 10 Conduit 30/2 N/A 30/2 Conduit 10 Existing Dryer 7 X 8 A/C Compressor 10 Conduit 30/2 1.9 20/1 Conduit 12 Existing Laundry 9 X 10 Landscape circuit 14 Conduit 15/1 1.2 Space 11 X 12 Space Space 13 X 14 Space Space 15 X 16 Space Space 17 X 18 Space Space 19 X 20 Space Space 21 X 22 Space Space 23 X 24 Space �Yarnizig: Information contained herein is the sole property of Bennett Electric Service Company, Inc. and may not be duplicated in whole or part. shown or described to any party other than the Intended without the express written permission of Bennett Electric Service Company, Inc Use or duplication in whole or Dart. shown or described to any party ether than the intended without the express written permission of Bennett Electric Service Company. Inc. constitutes acceptance of the associated contract and shall be subject to the terms and conditions of that contract. Type : Federal PacificTM Design : 24- Space, Nema -3R, Surface Location: South Exterior wall of Kitchen Panel (Not Load Calculated) Connected Load: 39.7 KVA Feeder Load Calculation — Panel A: Sub -Panel "B" Dryer Laundry Circuit A/C (Heat larger then Cool) 10.0 KVA Landscape Circuit 1.4 KVA Total Calculated Load 41.1 KVA 24.0 KVA 3.8 KVA 1.9 KVA (41.1 KVA x 1000) /240 -Volts = 171.25 Amperes Service Selection: 2" Conduit, 3 - #2/0 THWN CU., with 200 - Ampere Main Breaker. (Main) Panel A Neutral Load Calculation — Panel A: (Article 220 -22) Lighting & Receptacle Loads: Sub -Panel "B" @ 100% Dryer 3.8 KVA @ 70% Laundry Circuit @ 100% Landscape Circuit @ 100% A/C System @ 0% Total Calculated Load (21.6 KVA x 1000) / 240 -Volts = 90.0 Amperes Rated Ampacity : 200 - Amperes Main Breaker : 200 - Amperes Neutral Buss : 200 - Amperes 15.7 KVA 2.6 KVA 1.9 KVA 1.4 KVA 0.0 KVA 21.6 KVA Bennett Electric Ser 6900 North East 4" Court, Miami, Project : a 0 - 7" o . ^L?,. Address: 10 Z-2, h)ogrti as-r C l 1 ° Designed by: j tit .T Drawn by: r . Date: OW 1..7) \o Scale: k1' A Page: 3 o�3 Approved by: John P. Fir j r�� aster 261-. 4674 vice Company, Inc. Florida 33138 (305) 759 -1665 N A - •5 , E.C. 0000625 E.R. 0007400 C.C.000013233 AP9PCED BY i.k n STRUCTURAL E ELECTRICAL „1 � ,5-wa PLUMBING MECKA NCAL FUG LOU. Cis EICIAL, i 11 _. __ r I rC 7= _ = C i AIM fl SUBJECT TO COMPLIANCE VJITs, As F �J�Rr�., STATE �.i�D COUNTY I RULES 1 D RECULAT:C;'iS. I y PJiL'4 SNORES VILLAGE ASSUMES i'iO ?ES OiuSIDiLBT!ES FOR ACCURAC I OF OR RESULTS FRO THESE PLANS. COQ PLIAME MN TEE SOIL FLORIDA BUILDING CODE PS ADOPTED BY MIAMI SHORES VILLAGE. IS REQUIRED. THE ARCHITECT, BUILDER & SUR CONTRACTORS ARE C: ARGED M TH THE 'ANOWLEDGE OF ALL BUILDING REGULATIONS WHETHER OR NOT SPECIFICALLY INTACAeED HERE6it 1 f!v ^� sGn3Es OFFICIt 4a01 LeJltUHa qp. CORAL ©Alet(s, FLA. 3$1411 6 •: LOCATION SKETCH I ' t It(51 - 1J - k , Lox 3 .rlNL.) Tth 9.4Sr /. ' t°' er SUBDIVISION ACCORDING TO THE PLAT TOM/ AS PUSI,ic RECORDS Of At— '4Aocr. DATE: ' /ZJ 7G SCALE 1" 244>' 4 5 c r rl 11 /, 1, it N. A . 9/ 11 yerRi ci S1' Thu,* ate •fi w.ir u,we L.? INITMU I hereby certify that this sketch of survey of tha above described R.ropsr'ty Is true and carr4ct to the hest of 0y knoiledge and• belief as recently survsyed and platted under , y , # to ' further certify that: Chia aurvey ueets ' _, the minims* ritqulreM$ntat adoptsd;:by the .t° Florida Society of Pro,t,..ionnl !end Surveyors ansl ble , 40,40 1, Aci ciatlAn,`, 'Sa 7'1% Milk 11 2 0 1 ti F LOOR PLAN SCALE = V 4 2 . = 1 1 - 0 6� E VENT ept.QcK. 181: (NSTALL AWN. WIN. et •UP EXPO. 8,F. DOOR R eux < 11P R. W•t3 AWN WIND. 1- IADRABA R5.Z IDENCE ALT ADD. 1022. N ORTF1 EAST a) 1 TER, MIAMI 31 -IORES / FLA. MEWL EUGENE DAVIS FARMER L L ARCH 1 T E C T 3630 AOUTHWQAT 23RO STRUM T MIAMI , PLORIOA,33148,442 -0236 15.1....a.,... 40 0 5EPTEN1.QlER 3, i°,8O • ' '77 ' , • , ;AA Nay . 1 t4 • I . - 1 ' • ,.„,-cr.„T *.•=0 . . .. , • e 1.,.. _ :1'' 7 .._: ^ ., t‘, - , 1- . - , ...-; • 3 ..---•• . ,,, • 1 -_-"..__ :._______,„-•• % ---,,,,-;,,-, , . 1 r r_ - . . ..,....,______ .......____ li'• ' '..t..1--- .,.• - - tl- ; ,I... ..;, .. ' es . 1 :...',.. '' .. i' ._'• ...e- _ . __„„__;____ , _._._* ,,_,, ; ,,,i. . ri• ,,Y-4;...t -- - .2' i _, ,_ t ,f,-:. - ,<• . • , ,,..„_,------ - - -- - -- - --- -- ---- - - - t .1 t 1, . • ' r ,`. • , , 1 , \ '''i ' ,t .'''' .i - 1 ' 0 • . 7 1 i• ' : \ k.',. ' '', , , 0 \•• • I '1 1 ,,.. •... _I . ' L 4 Ly• • - - - .7r - --' ---- -: , . (i (Prp) „ '- -- 12'-0 UM. (1)?..) ,.:, i ,,• . __ , , -' - _ rpF? vIE:ttri,(13.00F FrkAmit1Q)_ 4 ‘ 4 1'. Al' .• ; f ,•-r; = „ , . :, • USE ',i-2 X ,4 FOR 6' Sc 8" ps,t4s -Nt - 1 ,.• - 1 F01.0 2--2 X 4 d 12 --0" $PAt = ...0 ,.. 1`, • • .„ (' it , e .. e` • ,, t ; "..."• i Fl .,.,.. „ 0. i ,-- cAlvviao vet' MAI . A 4 1 . . ' .°"7 4 . : ▪ ' •••=, • = --.. , • i 1.- --A - ' ' - • ' -•'•,...- - - - - _ I „ ... - - -:- '7 - - - ;! 1 rz. . 7 „ .'; -----' -."----- ' nt it 1. i • -- t- - ' -----.--,--- - -.-- - - - --=-- ; fOR le *ONI f UTS I- - ,, - -_,._- _ _ i _ 4 - , I, ., ''':: 1 . j; 'I I 1 . '. A t iSi FF. F i i .' 11 - t. „ , i9, 14 .„ 1 • st • - .' • 1 • .. I ••••-.. "- .... • ,a . 1 .:'..• • • ? tt, : • w •-------- 1 , 1 1 - --,- • t - - . 4 - . vets s' TO 40' - FLO_S). I2 PLAN & EAMIG LA'cOU f .; - . 4 • ' s 3-16 PtSNY NAL5 S : • ' • .• , c.ta, 2,X SIVCI ; :4 ac. Mkt '1 PIC,-1AL , . I I.-. x 4 fIcat ac,ARDs tr 2 X 4 CR 2 X 6 JOISTS' (31 3/4 sr ,, m _ Flow ". S11 12 Pr PLIV000 SECTION 1 • R.00R JOISTS DA.)010 ChM DOL2x6130S11/2' • • AK SOW TO A.NCHCR ON cm SIDE Of _ (sut NOTE A) A . ' • , • X'4 COI* 5 )Ti Ppeef KAU - fiat-x,011.0 NS k FS , Xax16 av„ c4c. ti togiA.Tv_cnia. Ask0i0RS 11(-0C*4 ca. MOM 31. CROSS ROCX ki0iCR (1001110) PAN) , AKIO, mcs2 11E-DOWN ANCHOR •'' ';"" " 1 j 4- . • f 0 '. • • # 1 -1)(41kG KO CR „ 3/4' Si1.4141.COR pt.rhoco , , t1_0:11 JOISTS DOW) Del 2 • PI 9 ' 0 • VP 12 PI XL 2 XI 9Q2S lit 26 GA. CNN MOLE PLAT OPT. Xi. IfADE) A.40KilS • TYPICAL GRQUND ANCHOR r + • • I x 4 rlOOR EKARDS Olt 3/4' SW-0101A Pt fo000 T. 1. • j r-1 X 4 KARA -IL x, (Pi) 2 X 4T HEADER p PT • ••• • t. 12 2 1/2 r - Ze..12 - 1/2 MIA STAPUS 2 PER E434140 MD FLOOR JOIST .11(P1__ONIL 12TAItA flOOR & 2 X 4 OR 2 X 6 FLOCR .0STS *W 9 4 ' 14' Lt.) D E Yt! • • - -; . • '''-• 2-2 I 4'3 EACH SIDE - \ • '`• , Of CKNINO (19.) 2 X 4 TOP KAI \ _.- ... ___ _-----' - 1 . - • 1 I -, it r _ - 1 1 ' 1 - 1 i 1 1 1 , ! TIP. DOOR , L i._._• - Clejo O -ii: - . -- ' 4 VAX. 1 ' , l i I • I 1 - --J ••••.......- 1 • , z. t. 1■7 1; I X 4 OIL PlAte : • • Y,VicS,6' 10 40 _ _____ f ,.. _t, ___ .„ - et.: 2 X 4 SNOS 24 0.C. 1, . t - SIDE _ VIEW ; 'NOTE: DOOR CAN BE ' , IN END V11.4 ; 1. 4 fr . INSSts 3 E0uk. :PANS 2 X 41 p sly • , OR Set' $1104.ACC 1 I -1 �D t 24' 0 C. VAX. SPACING TO $O - 7 FL - 06RFR . FRAMING SCHEDULE ---i • (St? /2 P.T. Roc JOISTS) . ' - la - i - 61-i -- ''. 2 1 --t 'a ' rid' fi_06R.1061 1 2X42X4 2,X412XI2X62)(i' 0.C. SPACING ' le 2e -- .24. r i4. -1-e- • .. 24 2 ' A .i 1_, ' 4 60 ( 84" . 84 . 84" ____ _ ___ ....., _ 'ty 12* 15 18. 1 • le 4 - 7 • , - t • ‘C" . / 1• •'"? • 1 ‘" • r •-• • • . "'" t •• . • A - • # A A r t4. • - * . • . - • 26 GAGE CALV. - - _ ALIAM■ FASCIA A - 1 • 5/8 PtYwoo0 N/30 f FELT' „ AND 1181PGLASS SiINGLLS 24 C.A CALV. PUT-- - Mt ALL 10000.5 Par EIARS, *us NCH S1ROCRAAL FRAMING, DETAIL WAY 1ART fRC41 40041, 10 10001 LISNG PINt FASCA ETC. °AMONG r.111C00.,A.• HAS NO CARA% CR , OR 5,rdx 1400 yuyi STA0 (ASINONG 044 L 100011). • ••••■••••-^,--- 44 ••• - 44" fr 1,14 t - • "- 0 • OUTWE OCERALL DIAIPSIONS CAN VARY BENELN L'ilITS Ai SIVA '', „ t • NO KSZ L g • 7 • FYP. DOOR OTAII (toils k iiASP SO1 51-1004) AS AN DOCR USt X 6 0008 ;. • • ' TRUSS , X 41S -,4.154X11 SUN I X 4 POO �D INT9 SILO IX4T&G _ i. JYPICAL CROSS--SECTION J1ML tiGENCY APPROVA4 1H83 PLANS COMPLY VIVI THE FLORIDA MANUFACTURED BUILDING ACT OF 1970-CONSTRUCtION CODES AND ADHERE 'SO THE FOLLOVING CRITERIA. CON8T. TYPE 0 ' VINO VELOCITY 111_1.2.413 OCCUUPANCY gnia RATING ALLOYABLE O. OF VALLS ' OF FLOORS 1 ALLOV,1 LOAD NUFACTURER: APPROVAL DATE: g' PLAN NO, A19 APPROVED BY: IGNATURP 11. • CERT. NCe. ' k ••i FOR BARN, CUT THE IAA 01,004 A$ StsCiti k AO, TV, soil+ sots t 4 • '"`-. tio !. A • .* OPT._ .MANA_RQ. ViE.ELIAtia UNIT DESIGNATION UNIT 1VILITI1 FLOOR )01ST 0C. SPAUNO "A* " . • - „ 1,* • d - 4 •& 1 -,., t 4 ■•• IIETAL STRATI IS FIRST ILP U iT N Kt T & AS 1NENVT IS IY.11LNED STRAP WS AO 17( ECU SHANX WIN SIRAP: c910 CAtiv$223 STRAP,- xfik TENsti S1/0/11 - 4750 WS. CCVI NG To ANS/ 119J. - 0#4 ANCHORS 36' NY 4 felt AVICR Aiwa A 2Z AS ilAStfACIPED • ar 4 77f xxs LIKKLAYe. )41.4,14 FLL 2 BARBED )LA& MAOf TO E k G FED? LVSTA4111) El 'PORTA NAIS" JEN NAT SHOOTS INTO rc Cf IOVOVE (TIP) AT NTER j SECTION OF 110i k X 4 SUPPORT, . • NOTE FQ5TkL4ST T k G °CARO ARE STAPLED IWO 1/2 X la GAGE GAL murD srArifs (Raw caw) .1 PER tiOat 80ARO (W SEC :41. t A )1.i411,_01,. Cat cearAncti aver v.nc Itra CAW CA BE C4 z Cad RCT/Di ' NOES OW DOORS le WINDO'NSL • - DOA .01( NM 2661 X 9 10' COVELICATED, PANTED (ERCtil) PAW. NSTAILED IN 2 1/4 X 11/16' DEEP LICRUCf_D MAE. ALL TRit HASP & tiNG/S FASTEMD ICH POP RAIN MR ATTACHED TO VER DCAL 2 1 • 10t.000 &COWS TO BE AWING ME' AS lAANUFACTIRO BY KELLili NOUSTMS C.. AAA it CR APPROVED EQUAL 1 MUST PROOLICT APPROVAL NCI f ARO CAD( COUNTY. "" (AdIER INOusafs tva, PROCUCT APPROVAL 90.141 8170 IlNUM YIELD SIRING% AVIAN. I IABORPS ALL APPLICABLE CODES Ali ICE 'TO 3E 12 no' COPPER VIM CROUNO LN 14 " 0 2731-DplifrjeT0:22 F.CHAtlIAri4 stir , • use' ja xi' situ METAL SDOS KR ALL cawcncers NM WM/ROOFING k 1E 207) ERA1114 SPACING AS f 011012 • ROOF - PeRteltRAL 140ABERS 2 1/2" ac. • i?occ - NTE.0? I4aLLRs ac. sow - AU AROUNO 6' 0.0 ACLPT AT 90PN 2' 16 PINNY NAIL 0 6 OC. ro qt saw acou (PrP Au coRNEs1 RC-416-40 RC 46-40 RC,10.16-40 6 I'. 0" 2 X 4 2 X 4 2 X 4 1• 16• 1r ir 4• 60 44" 7T • 4, 4)1 YEW SPACING MUST MOT DO AS NOCATED. - . , . GARAGE MRS IN 10 12 k .0 Ova, iLk X GX'1 10' FRAIIE WENING' W4-2 X 4 OIEFM1. ALL slawiRocrc To BE OFAELIIINUIA AS itINLIACTURED 'e PORN, GOV. (SIA9saliti Cf ALC-AN ALlilitstit CORP). ; PA, OR 4Pi'PO =ED ,ECVAL ALCIAD 30C4 AllOY CCOFCRILNG TO Arll 3 202 32000 ALL LUMBER 0 BE 12 Ir.P SIP CR SPF /2 = ; 14Q1E.,11 IV MOM 1011 INSTAND at LOADS Of 110 1 NTH PROPF.R ANC1HCIRINa AS AN ALIMATE TO DETAK ;4' cs oclocio$ x I ,tur DEEP; .3000,PSI OlOCEITE TOOTER 6;0 Cf FOOARS SAME AS M� CF OUS) CM usta ust CLRTOBA ASEEIID STEll STRAP 1ENSEI SIRENGIN 4/3 K, 1113E - 6' (X10CRETO ALSO, SPECIE MEETS Di 2301.J (K) REO.,1141ENTS noon JOIST 111' OR 24' ao. WILL SUPPORT UP TO ANO 'num too 50 psi LIVE LOAD PLUS oe.,-o LOAD. FOR 115 pi ElY11 WAD 0 unix.'" ir OR 240.0 JOIST MAY BR USED SO LONO DIMENSION V IS DIVIDED EQUALLY Q 42 INCIIES AND A EXTRA SK11 5 PLACED UNDER nia OVISID8 'MAW POP.SUPPORT. RODIN 13 UlliljE LAKE WALES, FLORIDA- DM * 9-1; CONWLIDATED DRAFTING SERVICE'S N • . A. • fICCR 14166' must oecvR • !Russ suffoir S114 fOR AU COINETIKtiS: 7.a STAPLES /0 EC AGX /. CROW X 1 1/4 DELA t3 CAMIN. , - :6 GAGE LIED". Purrs YEW RATES ay 90IN SIDES C f EA. muss USE 101. Cf R3TAL JO STAPLES fCR cow rAf MUSS kILIMERS 0 SUPPXT; fOR cat B1T41.24 TRUSS VRUSS SUPP R)Di ORT S; USE Witt Of TOTAL 10 STAPLES Nt COW AS STIOIOL COW. KIWI '• • 'ST k tRi STUDS TO CONSIST 1 PL 4 TOE NAILS :1 ARRICAk4f 4, lf141/4. 5 STANS CON. LETR.D4 it JOIST * pc %IDS HAs /0 ccssr Cf TOE NUS k hURR0C.A.kE DRS (AS • ,St001•14 8 RR KAN ANO It 'A' C14 LIFT) SEE CEI: I • a ko -- ' 7 • • ''' • • r • r. 1.7 •