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290 NE 95 St (5)Miami Shores Building Department Miami Shores, Florida Dear Sirs: 16 March 1959 This is to authorize Temco Engineering to receive one complete set of blue prints covering the construction of my home at 290 N.E. 95th Street, Miami Shores, Fla. 4 .r Z 3 4. ri+.3.F.:r isV • y .�...,i..,y . Ot tit.14 1 rrtmTw!T X14,! 1 iJ j Q A.4}.'! ; Q4. 1 i f.- l f1 / % r:()" ' af.w,ff : i . � t _ i i �j; .. 15.1ltP ;° ''i; :J)'. � LR:fflr . .,.i q r ut r ,%FPLI1 - cinC'Jf• 05i? 1.12. vt1i fail { c..r,.snor•. w,.wu.�..................-..., "qtr .+ . �.Wr aw. - .�wo� + W`.r.n .r <.ti�'+stw+iis +I '.r. sl.V.+p.,, .uorc:• 1. ...fin `Y a V�.a•1�4Ky.. .n.Wb.�} 1..1...,0,••••/,........ - .M rsra -.w 4 1 a.....s�.aw o-.Aw 4N.s- i RV1 i e � ,` ✓n.s .rt.wawq , �n'6` • Sva, r' .aeya qs. s IVA ..._.,. -- r ... Y:: sfl.fV h Mary arsp,..r . r.�* *��;eir -ror <a�t:r.!. ;. #• :- ra -'- .arsr.::c..ts�c-.r:_ —�:x_� I P6 WI , .......r1"�:y.+u m('r ,'CM Rt.ruct4 Alit G• 0R'1)� A.1 C 11 Nit •lo;R ; Cd�t��ri (`oNC$j * S</41j \A/C2.:1 Z2 7-7 " 1 1114 1 Mo P•1 irtivt - 5L.Qr2.10 . L6 - 3() et' .9C-iM)14c2A0 .4.c7 eSic" 1-- (1 - A 1 --Lot"0 SO PS5- , 4 6 NY_ iFori.4A, o 1.g.1 (03.5 PT: -6A44 W _43q - (_05 tt>.(_1----; -4 4-i I i SgC.- ti-- 41 / ) STg( 4 M / Sqi --- 1 I\A) ---- Cs 1 4..eVw6. _ E5- vy - 72 ,Gt2c.) •-q(Je./ , vt_-) N 7 - t S - • - q I 6 ? 1-711-:-. /— (1 „ r , .-.4.., _______ _, 1 ii it ELECTRICAL SCHEDULE CIRCUIT USE POLE BRKS WIRE COND. WATTS 1 20 1/2' .4 l•oo _G (? GENERAL LIGNTING t2 otrvr - 1 20 �' -4 r � Gil / GENERAL RECEPTACLES - "�'� RE>=RIGERATOR 1 Z0 12 V2' I � c q C67 S 2 60 3 •6 3 4 12dc2c RANGE 1 40 12. 1/2 ' 14 7 gMAL L APPLIANCES G 1 1 0 2 WATER NEATER 2 30 10 IO 3/4 /2 t 2 ' 15ao 1 ?O GIB - WA6NER DRYER 2 j p R io I ° -, 7 G ?� �, 1 SPARE - G Z - 2, I C5, 7 A/C 2 Coo 3 :v ,4: I ooa0 ” ,200 t c7 c7 FIRST 10000 • 100% 17 25-0 REMAINDER • 40% ~_! 27297 DIVIDED 6Y 240 = 1 13, X07 AA A o SUS -TOT in F. CONNECT NEW LOADS TO EXISTING ELECTRIAL PANEL AND UPGRADE AS REQUIRED. EXECUTED N STRICT ACCORDANCE WITH T.4E AND ALL L1)0Fl< MLIST COMPLY WITH AND - ,,- n.v ITU ci no ir e INJ!I r) irk; CODER. S� 2V I c. e- =��G r ^�`� 1 Ps FEEDER: 3N 1 CU, THIN EN 1 - 1R' C. -344 300 ► GU ,-M!J IN$" c. ria /14OIK IN E I hS/� ELECTRICAL RISER DIAGRAM Ma. Cc. PEFs 1 ‹J Ilrr u_1C c°Lo MATE P., ripe 914 X 10 Part P, °LAP s P IA P i (C APAP•T H114 DNA A . CFD' 4aLO J uvE 1 t20 /'AM r<fI ELECTRICAL NOTES 1. ALL ELECTRICAL WORK MUST BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE AND ALL APPLICABLE LOCAL CODES. 2. COORDINATE ELECTRICAL SERVICE W/ FLORIDA POIv'1=R AND LIGHT COMPANY. 3. ELECTRICAL INSTALLATION OF THIS PLAN IS N COMPIANCE AS Set FORTH 13Y STATE OF FLORIDA STATUTES MODEL ENERGY EFFICIENCY CODES. 4. ALL ELECTRICAL WORK MUST 13E PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IT IS HIS RESPONSII3LI1Y TO SECURE AND PAY FOR ANY PERMITS, CERTIFICATES OF INSPECTION, ETC. 5 MATERIALS, APPLIANCES, DEVICES AND EQUIPMENT MUST MEET WITH THE REQUIREMENTS OF UNDERWRITERS' LABORATORIES AND MUST 13E NEW AND THE LATEST STANDARD PRODUCTS OF MANUFACTURERS, REGULARLY ENGAGED N THE PRODUCTION OF THE ITEM, UNLESS OTHERWISE INDICATED. LIKE ITEMS MUST 13E THE PRODUCT OF A SINGLE MANUFACTURER ALL CONDUCTORS MUST B2= COPPER AND RUN IN CONDUIT. WIRE SIZE MUST 13E THW UNLESS OTHERWISE NOTED ON PLANS. PROVIDE GROUND CONDUCTOR PER NEC 250 -95. LOCATION OR OUTLETS IN ELECTRICAL DRALUINGS 15 DIAGRAMMATIC: CHECK MANUFACTURER'S DRAWINGS FOR EXACT LOCATION OF OUTLETS. 1. g. PROVIDE TYPE - WRITTEN SCHEDULES Fob ALL PANELBOARDS. PROVIDE N41' EPLATES FOR ALL ELECTRICAL EQUIPMENT. 'REVISIONS U wn w E N T -z 4 DAIS CAA* Ift. SCALE: roe Ncc LEGAL PESGR I 1 LOT 5 AND THE EAST I/2 c'' L...O PLAT OF MIAMI 5HOR.E:s PLAT THEREOF, ASR E 1 OF THE PUBLt . RECONVS c%i~ D co Of Of r)) C 6, BLOCK 26, "AN AMENDED No. I", ACCORDING TO - ME PLAT BOOK 10, AT PAGE 'TO, ►E COUNTY, FLORIDA. 0 PROPERTY WE. S On 6' n3 �) 1 1 3.6' 0 14 10A' I TS SCALP r I s 20'-O' -roll • 1mill 2.q' 11 125' a X2.55' 15' ALLEY ext6t tE?tt .i_. TANK ` t EXIST. C.D.S. WALL LA\ GONG. WALK. f3C{STIN6 1- STORY RESIPENGB Ho. 2q0 N.E. q3 th ST. MIAMI, FLORIDA. P.t'. ELEY,10.34' it 20b' � -4 O PROPOSED SITE FOR NE i 6ARA&E.1. / NOT UeW DRlvE T ae 5 / _coNC. 51.A5 w1TH .C2l) cos. 1Vio 14. w.MF51. E--- NEN DRIVE. / 1 — 1 L__.. r 1 I 1 I I N.E. cl5 th STREET 20' PAVEMENT 25' PARKWAY 160.61' • 30 • 1 MI L._ � ..� � � 9.•4' P6' PROPERTY • r■r�■+rrrrNIIIMI ' e_ rrrt rrrrr-- .■olr..+r• • -r/ • io • PROPERTY T LINE PLANTER. EXIST. G .a.3. WALL. 5 • - 1r L WOW IMINIMMU 48 HOURS BEFORE DIGGING CALIF UNCLE _ TOLL FREE 140044324770 UNDERGROUND UTILITIES NOTIFICATION CENTER OF FLORIDA 1 ..e.,. ,T- .C-... .. ,rs-t• METRO - Di` , APPRO ID jp ROAD FIRE CHOW, IMPA� FE14. IL) - JAN 10 19 7 a,r NAJCII aJ U_ 1-- 0 OA'y BCA,I: AS 5 C ! 1 JOB 6O1. SHEET avanning 4ffi LI. F .--L s ,_ +ti;, f,.', K i .?` . 1:-. 1 ro il 0 CNJ ///////////////// //, it 1 -it 5d, IN1 - &OUT 11-1.%9 10 !Go r70 IA/ 2 ' - 5 cl? cQN11 - . ; 11111111 1c -±1 Ic -4� 0 f . CO � ■ 7-241 I rO V b u l L c'GcND: 11111111 : Kri';Ov nK151 411 coNc . 'WAL .. SIN �L L ev. + NOTE': BLOCK IU E-X15T. o'>; NING IJ/ 011 coNc. 3LocK. al-0 1 11111111111111111111111 tYItJ. •• , - p li 5 L. SY, i 10. go I 25 -I- AION ° Air! cx15TIN ' SII coNc. LocK. coNc. 5LocK WITH 0 TRU55 TYPE +}oIZONTAL- K�I`+r 'co!! O.c. 12 24 MoNO. CoNC. p W/ - 4 4) coN _5 coNc. sLA• W/ ,!Ix(6 1 0/ Id Wltzc Nevi W/ vAro $,• -.1z lr oral - _ Qj 1 x Ica CONC. T!>% COLUMN 1.cIITI - f 9 - * 4 AND * 2 11c5 12ryO.C. _icon x ! I II CONC. 71- COL I.1ITH 8 -i t CP AND 4 '2 -1 . 12 O.C. Loll x 42211 coNc. TIC•CoLt1MN WIT4 Io -#ES (!) AND 4- 2 T1 ° 5 12' o.c. lo 'I X ��II coNc. TI;: COLUMN - 1411TH 12 - ' ch AND * 2 T!:5 121 0.c. 501 L STAT' 1 E T SOIL IS UNDI5TUK6 D SAND WtTI1 A GAPA - 2 t'.5.r. NOTIFY ENGIN1teK r OTHER G C 6 :l ai 0 II Ii W.r. 24 J t o1= NDITioN No T : NoTe ;-L tTCI AT .*AQ - 1 �M7 G- I� 11 I UI 1 1111 I 1 111,(:. • N 0 ( -i-- ° t CONC S 1'1C\ T : ALL cONCR'eT!.- r-oV 51.AS 4 `r=ooTIN To 6? 2,5 °5.1. 28 DAYS. A L L oTF - CoNCKc - T E TO 3s - 3.,000 r.5.1. 9 25 DATs. v: N T •Loci( (r) 4 IN TOTAL. NOTE MORTAR MU5T coNrozM WITH AsTM c -2'10 , TY'='I: M(2, 500 °S.I 1 1 II 3/ x,i► ,� " x 11 CONTINUQU - - 51 -s-:-L -L vrc!.4. ( LoN ' / ,2 30LTS 5TAGVe -R: D 24' o. c. - --) 0 0 0 GE NE AL \OTE o O 0 0 0 1 TI ► L 'L1TCH) 0 2 x12 (GAT. !AID. McM3K cA. - 7t STL. -L1TCt • ii 1 1 11 a = �: � �4 K4--1- e-3M c o r.Z/_\ WP .2" ..• _ ,L_ ., / (, ias �1 T _V 1ETA1L SCOWL ° -4 /4. 1 THE 5HALL No 7 KF. Li rvR N'OK NAVE• coNTrzoL O c - HAKGs . of Tits colN5TKUC meTi -oo5, 5>!QUtNcEs oK 1"ROCE DUKES Oi j-OK 5A. ETY rfcCAUTIoNS AND - rRoc 2. CO tTRACToR SMALL F'f1-L2 v ~ -Y ALL DIMF AND QE raft ��. ALL WORK MAT SHALL F IN' coMPLIANC'e W1T4 - r LATE 5T eDITION of THE A'rL!c, Lr cods • AND • oRDINANci: 5. 1 ,4IINcOW5 1N5TALL 17 ANb CON5TKUCTe so 71-IiA'T No r'AN -L CAR a? L1r759 ' r THz TRACKS 1,4H•N IN THc LocKE2 ro5 AND So AS TO coMrLY ARCNIT ALUMINUM M, .'5 1 IAT IoN STANDARDS ffotK rotcl; >r N KY RESISTS P {c AAMA 1 PKoIID? LOCKS A5 P ?e SP13c 5�0�.2 (A),(� 2 (AA) A1\1 (c3 5 XTERIoK WIN12o1..1 SHALL LocK5 WITH a L n R c oF I r11STANDIRC� / o[. cc - or 150 L. APF'LI -D IN AN or 5. ALL 5H1;ATRoCK PAKTIONS riNISNI■G r-orc NcW .5tUDY 51- ?•e51 coNTACToK SHALL S1°ONSi6- r °R cL?c KIcAL '" PL tiNI I& 0 4 ti •■ • 3 C C 'pp �Joo Jain . T� //, rr Fr--= -_ - - , I f Y" at 11) 51•LE or N'&1,1 2 ry x ' O I�117. JOIST. x iI NA;L NFW 1 To �,t►5T. 2'I,clo'I 1 Ica d NAILS (cLINTcti) 1 ' 0.c. SfiA&&Ret2. INS scAL- _ I /1.I' 1 2 I1 x -z 1 1 -2 I 011 W7. J0.15T:- 2 s Io I D 01ST. C 4 A\ 2 )?2)/ // -1 • ■ �. - .2 -2 12' W STL. -LV1ci . c. 4S- kIN �,�vQ nI )1j© ��-( PgAo - / A7J- -2 ;4DO7 Jo1sTs NOTE' ALL ',loop MU5T RAv'e A MINIMUM 0- 1,200 r• ( ' ) i --I L 0 11 !Tyr-. 0.44. • 0 _ 0 0 4 0 • DRAWN u. ��KN C4IECKE0 OATS 2�- 2 S -c OF SCALE A5 S'-! O !„I N JOB NO. SHEET F J SHEETS 3 : 2 / / / // / / 114 • , • • . • cs• - - 7- 10P Or TI 4 a or CONC. t II 5CAL 3 : I I - 3 'A5 LvAfIO\ Nt• .0+WNINV, - iv, E i3L0cK 1— - ( - r - r talc AL.) • — — _ 5 ' I 0 0 Ico -0 A 1 -0 OvX- HeA si• oAtcA65- POOS • v°19 3OUT H 1/411 141 ST .A I N . 5CA 0 .41011111=111Mall ,•• s - T _- ALL WINDOWS To' YAL? 9A7e• UNTY- _51.01°P • _Arrov p. 4 ■■ — --1— Ne NoT • ALL w1N7o1 5 TO 1-4AvE 9A2 E• COUNTY ArriKOvel7 5roRm ffAr4E-L. ALL wiN00w5 To }-}AV e • - _ T PA DV* CPUN'TY AraPrtovt? __ , -, /- •(TYF.'icAl.....) _ ,Tor or lie- 3M. - .,Tor 1 • :44" le • it• 0 7 .:•'.1` • 1 , " „r• 10 pRoVIDE. 2- — Vio l Pi5q7AK a.A. CONC. COLUMN. oImport . 1 a1 kl/ 1- l „1 • 091,5T, t?Kir 1 ,(49. .oN •x - .10r Al; De te :c::0 4 NT. I Wi-tH 411 lAt- ( .40 1 ,! .0 4 2C. — . '1G04) . 4^. 1 ,14 , 5 '0 1 0.C. • , 5 (olic7.,:OLocK , t')414111.11'?,, 1101f Fittice4rroll .t. L Off CONC. E:10P r:Tla ■•-• C T ION - 11r; -- -- 1 7 -- 1 • ) t *re 1 -"CONIRA1,410■1 $itALL, velcr-Y ALL DIME.N$IoNs. I II - All Col•lc. Tre 55 • c1 CQt4T. * _ ___ea x12 c(7Nc. coLiJmN _ - -W/ 41- 4 5 YE-MTIc"L.: CONCNE COLUMN srLIc 1771 :HaT-tiorPrsv TRACN=T?:7 :Ut■1176RL t/It?. Jot5T 2I 0.c. – k001" rt..0OP 5HPATI 54A1.4 I _ ,Iv cDxtaK PLYWoon NI^ileD L-I/ 84 . cor1110N ,NAIL5 'a O O.C. AT PANE - t12(4 $ ou o.c. AT Ili. 5t.lf : ...A reA 05-C..1.109.2 (C)( I) 1. (C)(1) - 11 • er FIRE fftcoor• •6H'E-AT . 5 x 12 coNc. W/ 4- Cogi. 11E v o,cp r1R51 4.:Qi AT <0 _ . l'Kev.IPrr21,1 - 4 %A■. As'," 'Alt "%Li. COK tslr-K4 ^NG' 5`aND5'imoNeo T •srof, 1 morlaso c r Q07 t -w/ + t (0 1 ;7,4 9 4 , W/ N/Air9i1 t*ILLN r • • KqV.19 .15YkAll9f; WO!. 6. :- 1, e ...PA.. AM, ITI TAIL 5,CAL e'; a ' •" 11111111111 t. 3". : • 0 _ II CONC. TIE F:3E:AM - P,Kort OVE - :0o K or.r.JrNc/. rKov112E d C0 N Tor "#. d?' CON r sor 1 1(2 o.c.. 1 ..4 ., - A 4 4 r / / if / ,, / , ---- - !J.1..1 I,: .24. • 114 • , • • . • cs• - - 7- 10P Or TI 4 a or CONC. t II 5CAL 3 : I I - 3 'A5 LvAfIO\ Nt• .0+WNINV, - iv, E i3L0cK 1— - ( - r - r talc AL.) • — — _ 5 ' I 0 0 Ico -0 A 1 -0 OvX- HeA si• oAtcA65- POOS • v°19 3OUT H 1/411 141 ST .A I N . 5CA 0 .41011111=111Mall ,•• s - T _- ALL WINDOWS To' YAL? 9A7e• UNTY- _51.01°P • _Arrov p. 4 ■■ — --1— Ne NoT • ALL w1N7o1 5 TO 1-4AvE 9A2 E• COUNTY ArriKOvel7 5roRm ffAr4E-L. ALL wiN00w5 To }-}AV e • - _ T PA DV* CPUN'TY AraPrtovt? __ , -, /- •(TYF.'icAl.....) _ ,Tor or lie- 3M. - .,Tor 1 • :44" le • it• 0 7 .:•'.1` • 1 , " „r• 10 pRoVIDE. 2- — Vio l Pi5q7AK a.A. CONC. COLUMN. oImport . 1 a1 kl/ 1- l „1 • 091,5T, t?Kir 1 ,(49. .oN •x - .10r Al; De te :c::0 4 NT. I Wi-tH 411 lAt- ( .40 1 ,! .0 4 2C. — . '1G04) . 4^. 1 ,14 , 5 '0 1 0.C. • , 5 (olic7.,:OLocK , t')414111.11'?,, 1101f Fittice4rroll .t. L Off CONC. E:10P r:Tla ■•-• C T ION - 11r; -- -- 1 7 -- 1 • ) t *re 1 -"CONIRA1,410■1 $itALL, velcr-Y ALL DIME.N$IoNs. I II - All Col•lc. Tre 55 • c1 CQt4T. * _ ___ea x12 c(7Nc. coLiJmN _ - -W/ 41- 4 5 YE-MTIc"L.: CONCNE COLUMN srLIc 1771 :HaT-tiorPrsv TRACN=T?:7 :Ut■1176RL t/It?. Jot5T 2I 0.c. – k001" rt..0OP 5HPATI 54A1.4 I _ ,Iv cDxtaK PLYWoon NI^ileD L-I/ 84 . cor1110N ,NAIL5 'a O O.C. AT PANE - t12(4 $ ou o.c. AT Ili. 5t.lf : ...A reA 05-C..1.109.2 (C)( I) 1. (C)(1) - 11 • er FIRE fftcoor• •6H'E-AT . 5 x 12 coNc. W/ 4- Cogi. 11E v o,cp r1R51 4.:Qi AT <0 _ . l'Kev.IPrr21,1 - 4 %A■. As'," 'Alt "%Li. COK tslr-K4 ^NG' 5`aND5'imoNeo T •srof, 1 morlaso c r Q07 t -w/ + t (0 1 ;7,4 9 4 , W/ N/Air9i1 t*ILLN r • • KqV.19 .15YkAll9f; WO!. 6. :- 1, e ...PA.. AM, ITI TAIL 5,CAL e'; a ' •" 11111111111 t. 3". : • 0 _ II CONC. TIE F:3E:AM - P,Kort OVE - :0o K or.r.JrNc/. rKov112E d C0 N Tor "#. d?' CON r sor 1 1(2 o.c.. 1 ..4 ., - A 4 4 r 2 0 \ 0 RT LEON— DESGRIITI N: LOT 5 AND THE EAST 1/2 or L..9 6, BLOCK 28, °AN AMENDED PLAT OF MIAMI SHORES SECT1rN No. I°, ACCORDING TO THE PLAT 'THEREOF, / RE.C,C7R1217 IN PLAT BOOK 10, AT PAGE /0, OF THE PUBLIC RECORDS '7' ADE COUNTY, FLORIDA. 0 PROPERTY L I I‘E. 1 1 1 10.0' 10.0' SCALE 1 i 20 125 PLANTER. EXIST. 0.135. NALL "t. SITL 30.4' EXISTING I- STORY RESIDENCE No. 240 N.E. q th ST. MIAMI, FLORIDA. Fr. ELEV. 1034' 0 ' 1 NEN C0I4C.:. DRIVE CONC. NALK. It% / NOTE: _ KEW DRIVE' TO coNlc. A knr4 ca■ x i°7,0 NI • 1 sei 0.4' 1lb' 160.61' '0 13.4' tr.1- 22,01 tA/ P.)* .1 I IX PROF0432 SITE FOR NE31 GAR FYYR JLJ 1 PROPERTY LINE. NE. cf5th STREET 20' PAVEMENT 25' PARKWAY 15.0' 1 . • 1 • "•:. •. 11■110 - IMMO PROPERTY LINE PLANTER. EXIST. C35. NALL. / • / / 5' CONC. SIDE YiALK. L --a .*: • 4 t f:0 48 HOURS BEFORE DIGGING - "pb. CALI, UNCLE T� I. FREE yvv: t, : . N1.800,4324770 UNDERGROUND 4,1TILITIES NOTIFICATION CENTER OF FLORIDA (t" 17rc /Iltccicfal GMMMac. Block 818 819 a' co 3Loc;‹ WITH 4.a TU55 - 1'Yr - HoRIZo•1 7AL .RE-INr !coil o.c. N coNc. TI_ cQLUMN. L r'Gc�`D ON Si1� G -oR 5 .CIF-IC D,N SION.) SrV' E - 74 ' ' -o 1 t5lock I I'4 or N t& AS KeQ Uliceti WITH & co NG Loc K bJ /, # ' ' TRU Twe NOKIzoNTAL ;I Nr@ic)10G. ( N W Tl^O -CAK c l:o 5 > ci- Vo o K. ALL 5HEAT1WcK E 7AR ONS r rOK STUDY SH LL - 5f - CoNT 4 SHALL gP5,P5 oNSIaLr% oY ELEC T NicAL F INISH Loo _KAI5? CoNC. >=Lvoe o- . STUDIO N1A7C'r4 xlsT. ; LOoR ?:ISTING A CL °ANOU T a01. AND NA5r5- F" . 2. t?IN. "il c1 0E •■D SI+ALL 3. 1 /€2' ! E- '-!HEAL Coo 7INAT- :J'7!4 ALL 0T+4 !"S ALL UN oU''7 rt 1 & cor-n-e •- - r ALL 0 ,Fr �'A'-R Tv M. SE ti =N'AL ALL W Oe C o° .50'1724 7LOY;DA 3U1 -V; \Ca COD. . .-`xIST i ♦& SCAN _ /4 : Sx; ST �xIS -• 3EDooM. : - __ GL Uoe�SCctiT' L!��T 'JF E • TU3� nucT °o W I; R 7A N E L TO '-'A ICS c USG it\ 5 A - 1 - C 4 rA 7 1 � - A- I NOTe : I'KO\/17E 200A CHECKED DATE 'b -'Z?'- °!!a SCALE A5 5HOW JOS ND. OF SHEET A - SHEETS t N tn z 1 - * 5 ¢ uc T Ic I� 2I OUT %ILL lo bo rod kJ/ -2 1 / / / // // / / / // / - 4 0 rONA I 1 " I O sCALE- = 1/ Lc &CND: , ?I NO -,- 1 ; 0.1 » NOTE- ILOCK IN EXIST. O NING !,J/ 811 Co 4C. aLoCK, r'r1. r 1- EL. •- lo. o' !L 2 o Qj�• _AN cx!5TING 8 coNC. 3LocK. 3 CONC. 5LocK I.dITH 0 -r U55 TYPE ffOr ZONrAL. K -;tir. I<oll O.C. I O x 1 0 `10 N 0. coNC. 2 -# ccoN; 5 coC. sLAa �J/ co )(Ca K ° / lo ' h>:L DAD ;vs:I MES4 '1/ VeN`' ) �AKR1�e o• CO1ff'AcT ��... ICo' CONC. T1>% coLUM,N IT i- ! ¢ AND # 2 71 f-5 • !2 0. C. loo x I II co .lC. 71 coLU"1N .J ITfH 8 - 4 S AND 4. 2 TIES • I2 l O.C. 11 • )C 24 11 • 1N 1 - f l c : F 9 402 '11 �l B IZ o, G. l x ')ro CONIC. TIE COLUMN '.11TH 12 - AND 2 TIES I/ 0.c. / � n 8 • NOT NOTCH :Ac 50 5TAT L �� T SOIL IS UND5TUR f2 SAND WITH A GArAC1TY 2000 °5.r• NOTIFY .F OTHER CO2 CONC E S7AT�11 N T ' f or ION EX _ ALL Co1CPe - ;"% or 5. A35 4 o T !N5 To r- 2 .,500 ° 5.1. ' 28 DAYS. _ ALL oTH. CotiCRc-T`r To 31: 3,000 ?.5.1. 9 2S DA-f . V NJ T Lock (t1'7".) 4 IN ToTAL. NOTE , ..ORT' MUST CON O Ni WITH ASTM C -2 10 TY�� M(2,007.S.I) t /fz ;I CONTINUOUS l - TCH (22 - Lo.1&.) %2 ?OLTS 51AGG`r - �4t1 0.c. H i N I 0 0 0 0 (_L__. 10, 0 - 0 0 ' 0 4• SC ALE- _ "* 0 fi> 11 11 STRUCTURAL NOTES . 4 1( K41-1. j111 46lags PLNr..., 1? AM I. 60IL STATEMENT _ , • • t SOIL INVESTIGATION BY MICHIGAN 'TESTING LAB. INDICATES SAND AND INDICATES SAND AND LIMEROCK WITH AND •ALLOWABLE BEARING CAPACITY OF .2.'• K.S.F. WITH PROPERLY COMPACTED NON- ORGANIC FILL. OTHER AREAS FOOTINGS TO BEAR ON DISTURBED AND ROCK. 2. CONCRETE A. C''tm,+'RE55IVE STRENGTH OF CONCRETE AT 28 DAYS, woN- STRUCTURAL SLABS.ON FILL 2500 P.S.I. FLL OTHER CONCRETE 3000 P.S.I. B. TESTS, A MINIMUM O F 6 Y CONCRETE OH AALL BE TAKEN Tis=REOF. SPECIMENS SHALL BE TESTED ORDING TO ASTM C -39, ONE AT 3 DAYS, C• \•1 AT 7 DAYS AND THREE AT 29 DAYS. CONCRETE DEPOSITED AGAINST. THE GROUND 3" FORMED CONCRETE'IN CONTACT WITH THE GROUND 2 " BEAMS AND COLUMNS 1 1/2" SLABS AND WALLS 3/4" 3. REINFORCING BTEELt A. REINFORCING 8 RS MUST CONFORM WITH ASTM A -615, GRADE 60. B. WELDED WIRE'FABRIG MUST CONFORM WITH ASTM A -185 AND MUST BE SUPPORTED ON SLAB BOLSTERS SPACED AT 3•--0" MAXIMUM ON CENTER.. , C. FABRICATION AND DETAILING ACCORDING TO ACI 315. D. ALL ACCESSORIEt3 MUST HAVE UPTURNED LESS AND BE PLASTIC- DIPPED AFTER FABRICATION. 4. 11AS0►dRY, WALLSt A. ALL MASONRY SHOWN TO BE BEARING ON PLANS MUST BE ERECTED PRIOR 10 THE•STRUCTURE ABOVE BEING ERECTED. B. MORTAR, MUST CONFORM WITH ASTM C -270, TYPE Mt2500 P.S.I.1. • - C. REINTOF'C1NGt USE DURAWALL TRUSS REINFORCING TCH) C. , COVERt 11 2 x ! ' CONT. 1,• 9. ?1 E SID- or sTL. GENE NOTE': I. T`1E ARCHITECT / %NINE SHALL NOT -5P0NSI3LE r•o, 1∎OK HAVE corT;S'oL oR - r CoN5TKUC TloN M -AN5, MET140D5, SFQUtNC oK f Roc5-2UK�S OK FOf SA - 11 - f'KECAUTION5 AND _ pgO& AMS. 2. CO•TKACTO SHALL p1M NSIONs AND ac �� 5'oN513LE ; afz 5AME. ',. Ate. WOKK MAT SHALL ai; IN' co11rLIANCC TI-15- LATEST • tsp rTSON of THE Af PL 1c, Lr CODES •AN2 ' Oe0INANC •5. W!NDOWs INSTALL, -D AN7 coN5TR'UcTc2 so T1 -IAT No PANcL CAS �E L1rTE2 r-KoM THs TIZAC!<3 le:Hc• IN THc LocK7 roS1'i Iog AND so AS To coMf•LY 1411Th T41 A! c141 7:CTUeAL ALUMINUM MA &S A550C IAT ION 5TASDAKD5 r ENTtzY E515TANC� AAMA ! rK0`/Ip• LOCKS A5 Pre 5>'13c 3co0b.2 (A),() 2 (AA) AND (C) 5 WINDOW 54ALL 3E LOCKi; D WITH bEV10E CP AFL E or W1TFI5TANDIN& A opccr oG 15o La. Ar LI -D IN AN orE1=Z" Lc 17I5-CTION. 5. ALL 5HcATRoCK 4 PATION5 r•oK NEW .s SHALL KF 3'( 01,1NcR, • coNT c roR 4 PLum i!,1 - 3o - 1?r3�CR Eli's. CoNC. - :COLUMN. - EVERY OTHER COURSE. USE VERTICAL REINFORCING BARS AS SPECIFIED ON THE PLANS AND FILL BLOCK. 3. WOOD; A. WOOD TRUSSES MUST BE DESIGNED IN ACCORDANCE WITH SOUTH FLORIDA BUILDING CODE REQUIREMENTS. 5USHI1 SHOP DRAWINGS BEARING THE SEAL OF A PROFESSIONAL ENGINEER WITH FLORIDA REGISTRATION. SPECIFY BOTV FERMANENT BRACING AND THAT REQUIRED DURING CONS- TRUCTION. 6. STRUCTURAL SYEELt A. PIPE COLUMNS MUST CONFORM WITH ASTM A -53, GRADE B. PLATES AND ROLLED SECTIION TO BE ASTM A -36 TUBE SECTIION COLUMN TO CONFORM TO ASTM A -500 GRADE B. 7. SLABS ON FILLt • A. TO BE PLACED ON CLEAN, NON - ORGANIC SOIL THO- ROUGHLY MOISTENED IMMEDIATELY BEFORE CONCRETE IS POURED. CONCRETE 1S TO BE PLACED ON 0.006 IN . VISQUEEN VAPOR BARRIER. SLABS ARE TO BE PLACED IN A 'CHECKERBOARD" SEQUENCE, EACH SEGMENT OF WHICH 1S NOT TO EXCEED A MAXIMUM AREA OF 625 SO. FT. OR 30 LINEAR FEET IN ANY ONE DIRECTION. 0 ►oof r A scAL- - t /4'I 1L 0 1 1 B. OPTIONAL, ALL WOOD MEMBERS MUST HAVE A MINIMUM OF 1200 FtB) P.S.I. EXCEPT FOR 4 X'12 HEADER BEAMS WHICH MUST HAVE A MINIMUM OF 1350 P.S.I. FIB) E FOR ALL TO BEw 1,700,000 P.S.I. B. BOLTS MUST CONFORM WITH ASTM A - 325. C. PROVIDE TWO SHOP -COATS OF RUST- INHIBITING PAINT. FABRICATION AND ERECTION IN ACCORDANCE WITH AISC SPECIFICATIONS. APPROVALS, A. SUBMIT SHOP DRAWINGS FOR ITEMS 3. AND 6 ABOVE. B. SUBMIT LABORATORY REPORTS FOR ITEM 2 ABOVE. C. A/C CONTRACTOR SHALL SUBMIT, FOR APPROVAL, SHOP DRAWINGS WHICH SHOW DUCT 81ZE LAYOUT, EQUIPMENT SIZE, MANUF., MODEL M, AND.COMPLIANCE WITH ENERGY CODE REQUIREMENTS SHOWN ON THE DRAWINGS. A/C CONTRACTOR SHALL BE FULLY RESPONSIBLE TO PROVIDE A SYSTEM WHICH ADEQUATELY AND ECONOMICALLY ACHIEVES COMFORT LEVELS OF HEATING, COOLING, AND DE-HUMIDIFI- CAT10N IN ACCOFDA"'CE WITH ASHRAE STANDAIDS. Ns 7 ... 1 2� coNc. 71r COL . -. --14/--4 U 51' V/KTIC�AI.. 5 I ICTU ty Ar 110,0 7 CoNci TE . COLUMN__s L C. _ DETAIL. • L i CONC. TIC' AM - /.1.45 coNT. 51 UcTUIcAL Notes) SECURITY AND FORCED ENTRY PREVENTION 1, PROVIDE INTRUSION AND BURGLARY SECURITY DEVICES AS SET FORTH DV CHAPTER 38 OF THE SOUTH FLORIDA BUILDING CODE. 2. ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A FORCE OF 300 LB. APPLIED IN ANY MOVEABLE DIRECTION AND IN ACCORDANCE WITH RESISTANCE STANDARDS SET FORTH IN THE SOUTH FLORIDA BUILDING CODE. 3. ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO BE KEY OPERATED FROM THE EXTERIOR WITH A MINIMUM OF 6000 POSSIBLE REY CHANGES OR LOCKING AUXILIARY SINGLE DEAD BOLT WITH HARDENED BOLT INSERTS. 4. THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING , DOORS SHALL HAVE °AME LOCKS AS REQUIRED FOR SINGLE EXTERIOR SWING DOORS, THE INACTIVE LEAF SHALL HAVE MULTIPLED POINTS OF LOCKS WITH 5/8' 1IIN.THROW BOLTS WITH INSERTS. 5. JAMBS OF ALL EXTERIOR OFFSET TYPE IN SWING DOORS SHALL BE FA.BBETED, OR OF SIMILAR FABRICATION, TO PERVENT DEFEATING THE PURPOSE OF THE STRIKE AND THE INTEGRITY OF THE LOCKS AND LATCHES. . 8. HINGES ON EXTERIOR OUT SWINGING DOORS SHALLHAVE NONREMOVABLE PINS AND NON - EXPOSED SCREWS. . 7. GLASS AND EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN NATIONAL STANDARDS INSTITUTE'S STANDARD 297.1. 8. VISION PANEL EXTERIOR DOORS OTHER THAN GLAZING WITHIN 40 OF THE INSIDE LOCKING ACTIVATING DEVICE OF LOOSE AND SWING DOORS SHALL COMPLY WITH THE AMERICAN NATIONAL STANDARD INSTITUE'S - STANDARD 297.1 9. WINDOWS SHALL BE INSTALLED AND CONSTRUCTED SO THAT NO PANEL CAN BE LIFTED FROM THE TRACKS WHEN IN THE LOCKED POSITION AND SO AS TO COMPLY WITH THE ARCHITECTURAL ALUMINUL NAGS ASSOCIATION STANDARDS FOR 'FORCE ENTRY RESISTANCE,AAMA 1303.3 PROVIDE LOCKS AS PER pFBC 3803.2(A),(B)2(AA) AND (C) EXTERIOR 'WINDOW SHALL BE LOCKED WITH DEVICE CAPABLE OF WITHSTANDING A ' FORCE OF 150 LB. APPLIED IN AN OPERABLE DIRECTION. 10. EXTERIOR WINDOW USED AS A LEANS OF ESCAPE SHALL ALSO COMPLY WITH A DOOR SCOPE OR VISION PANELS. 11. FP1 NT MAIN ENTRANCE DOORS SHALL BE PROVIDED WITH A DOOR SCOPE OR VISION PANELS. 1\0 Vic: • ALL 1.•Ioor `!UST F-A'-/ A MNIMU"' Op :,2oo r- (3) °s.!. ( -- - TO Or TIE Sri. TOr off CONC. sL�•�. —� J , "*". 5C ; : = I/4. 7 : I'- O II SCALE - /4 " : 1' -01 N ?I1 1 2- 24- AwIN ,A7 : c, 10 10\ SLo�/ - ALL 1 ', 2O YAL? ooh 1 2A7 coUNTY - A°rovD. t - - - - - 4- Na '/112 sL T L_ NOT-: ALL I.JiNDol,Al5 T O !-LAVE DADS COUNTY AF'°1K ov rD SrQRM NOT ALL '- INDoL1s To FFAvF D/.D5- CQU\TY APPKOVE12 ` p� = �u�N dock d - T -� - IJI Flo• 012 TO!" or 1'i? 3M. TOP o= CoNC. 5LA3 - °;t0 - 5! i soN _5 - TcAf I' /a!' l& It - 106i xl' /2 ` EA. JOIST. i'' CoNT. CaALY. M7 DRIP E-DG•E. OvE . I' x '1' P.T. WD. ON 1. Si 1E,. f= ASCIA. - t -ror OF NEW 71E 3�Ai t CL Cam. 10'- g StUcco SOFFIT WITH 4 5CK E-N vc•T. - I! s Co CON T. I' T. !..19. ANC I O ? To TIF 3-&A;111 L4/ '/ J - {3 _15 - a <o - o O.C. - NOT Nail. 2 ro ll 7LAT W/ - l(a.,A NAILS 1a'I o. C. 811 CoNC. 3L oCK Wlt t3 T`•U55 TY ° E i}O'zIZO�;TA� fx 10 O.C. Tv ofL co ne. SLA. etE O' - on j— - to F' O° TI, T , ,TO ° of co 4 , SLAB. - r FRoVIDI: IzE-3AK A. CONC. COLUMN. CONCE CoLU'l'N _ 5 CTION '1 NOT : 4 T V I• s I L , - <1° 174' . '' -0 f — :8 )K 12 CONC. 75' S35 W/ 4 - *5¢ CONT. - +3 xI2 1 1 cQ N c . cn L UM N _ ..W/ 4-4 5 4. V TI CA L. '�5�� LEGEND. I 4oT MO7Pr;D MoD1 -1ED PITMAN y.1/ 410 eLT TlN CAF'r'r'D 2 a ,;o!5? 24 o.C. -- too(= 5HFATH NG 54ALL ?mac pia 1 cDx GAT PLYW OOD .1/. W,' Bd coMMoN NAILS Ali O,C. AT PAN L D&;=S 4' 0 O.C. AT INt. 5L?PoKT AS j CR S -C. 2°10 `1.2 (C(I) (C)(2) rr /S FIRE PKOOF `i E-ATKOC1<. S' x l L- -Co " C. TI= 3EAM - ' II 7E VZ O.C. f IX 5r - -0 AT CO. 14 IQs ANb AT +0 0.G. I: L S!,j44E - - .*. rNovIDF Z - gyp. 4A",/ AT ALL COX -X r'�ND ��NDs ALONG T'F !13�x I :1 Mo1■;0. CONC. 7 ooT!``1 ' 5 CONIC. 5LA :J/ r 1><co' 'd /gal Wry DAD W1R� MES+-i W/ coMr. NOTE PKOVIDE 3 -o DoU�S 1 -s AfROUND r'ERIh1FTcEt, - CoNl AcToR s4AL L vI: RI -Y ALL DIM2 NSIOf•1S. A 4 �CTI . `.5CALF = 4,44h :l M,M l-1 L iS/1 p, . 6Tfit D. 4• r1- -ror of c • pAA a' : •. e L•M 1 -944 . t ,, v. Dfi-4 " —e 7 /4)M S x 1co Co TIE ?.?AM • DRo ° °�D ou'ER GAVfodz"r pooh oPt NIN&. 1='!ov!2 Cv ■T 'W Tod - co \ ; 8or TIFS 12 1 O.C. f,o. S fJ 2' . Feef IJ �pvv� M /11 - J�I Jfi X I /$ w /1' I0 E r -11 -t. ILL, • 2>< I2 w_ -Jawt* :3 10 o. G, a II - roe et. t4 *, 19p I orif w ,6.1A- I oM .Ltm sEe G T i4 A.- a �w ,\1© - '140 V) ELECTRICAL 'SCHEDULE .. CIRCUIT USE POLE BRKR. UJIRE COND. UJATTS 1/2 30 1/2' 4000 - 2e:10 ----1 4/0 NON EM4N ��� 11/2' 10000 (44 _ . FIRST 10,0 s 100% 10000 • EM4NE 4% Y 240 SU5-70T TKv4 RADE 45 REQUIRED. . DANICa UJITN THE N.E.C. AND THE SOUTH FLORIDA BUILDING CODES. . ' 7* ‘;.. .1* r ' ! • s ,4• 4 t ',` "! ;4 • e •!!..;" • •"%""! 4 ,2!!! ----------- H 4— - t I o ./€1-fl u ftc? re;t' 1-4 1 1% _itts-top r-tAttfit GU-r - av0 ?cr. vve 7,7F:::;;Tter VV! - ,eAt 1 o - I 4 6, 0 v() 1/ 1 1, w • Irr .4_ ta,4- .—e 4,1, 11_,T L-- �/i N/10 -H 145. _ _ Koar_T_LE_L0/6N9 - to rsF. Koor PrAp LOA 20 • O_TA s 1 I.- I ET_ lyv Li?Lif [DAP - 58 r.S.F. --- 4" 4.dtvr3 goAc, wv. tyl, et V.// I 1+4 f2'6 v6v-ic wee Auxismumassomer ansagarasi mosna ,04,41,1k.sper. SU ..[,: oN1 1/4r - 4 -- 1-111-1&/I1) c:x5M Wihicot;46 t),64pg c-01 Ty /, clap •SLIVIN MeliCH t2OOFS PAM calJ TY AwKovKo. 'r frH Mere++ 1 I !!-- krr f--1■Aa' 4 . 1 . 41 .sommiesoladt4 6, 44,..samtboosutgeosseso, ,-- I. f-JOIP. L 7 1 inkussortenerrnmozoimairstancrygrannwrtomenatack 30.P.IMR / - 0 - dm/ FIZEWC-4 k0 _ 40 colJkiTY ArriZcW 13P. . _ _ _ isjoet, 1,411-4 ote.1G et5tArr h‘prr04p. _ c-EAp L.11 rRrNal-1 PooKS. PAJ cc AP Fr-ovgg 1.,jel4 _ 4 Nt 1.W4120W. 1 1 1 AF antAt.ir( ' Supitqu r200Kc. Ioxio rik41 1 G • 1 pooKS. 1 -L L ILI ra9H W DT U. A/c.. tnalat•••*•ft."110.4mte..1,444,440.4.044•46144 A/& tobof j-ivIrklwe :Moe 5 0, oc 1LL A/c, t33 APIR114( WINDOW. •