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PLANS..) 0 I (V 3 0 0 \ LJ r--)( c.„ \ -1 c) \ 6.) 1_)‘ _ r - ‘k 10" ()i (\ 1 ■ • 1 It r 74 5 C..) " I t I - """ i k: (..) c..)e t ) it, ,--, r ,, I ] '''' .> e • 1 4V. ' sva C./ , r'N , - N I 0 ". e.1 ri frN ittf; 4(7;1_ I I .1 01.1 .),- ra5S `•-) C) \?/ t.) ()_\\) •1- (1- ,k\-t A ' \ c--- V \O i\ Ar () 1`;`, P- (A) (2,.) (c o Lt) P1 ?) 4 1 )vi t /\rn REALTOR ' Senior National Association of Independent Fee Appraisers Senior National Society of Fee Appraisers L )ce nsed and Bonded 1" Broker APPRAISALS FCR ALL PURPOSES; CONDEMNATION, LITIGATION, PRO ©ATE. ESTATES, PURCHASE AND SALE, MORTGAGES, TAX PURPOSES, LESSEE AND LESSORS VALUATIONS. [<)tCfr1 "emit REALTOR AND APPf2AI EF2 3443 BiSCAYNE E30ULEVARD !11AMll, FLORIDA 33133 PHONE 1305) - 759•:3324 January 15, 1976 Mr. William Bradford, Building Inspector Miami Shores Village Miami Shores, Florida Dear Mr. Bradford: Re: Swimming Pool 136 N.E. 91 Street the general contractoroonrthe job Constructi to Corporat has asked me to write this letter to you. the drain field of the o septic tank has asbeen removed while excavating for the pool, and agrees to replace that after completing the guniteing of the P portion pool. ments are satisfactory to me, and I hope they � �be ange- satisfactory to you. Please permit the work to progress. Thank you for your interest in this matter. Sincerely, /7 Robert Lewin IJ ' APPRAISAL OF RESIDENCES, APART ?LENTS, HOTELS, COMMERCIAL AND INDUSTRIAL, PROPERTY, LOTS AND ACREAGE. ASSOCIATE: FLORIDA SOCIETY OF FARM MANAGERS AND RURAL APPRAISERS l ooe'� � r; REALTOR AND APPRAISER 6443 BISCAYNE. BOULEVARD MIAMI, FLORIDA 33138 MR. BILL BRADFORD • ti W Mr. Markel December 21 196C In r e uards to the compressor on the west side of 136 X.E. 91 ST. if we have any complaints from the noise 1 will be glad to build a wall on the west side of the comnresser or make any adjustments you see necessary. Richard E. Gunter &I SHREDDED MEAT NATiONAL ?SCUT COMPANY MIAMI SHORES VILLAGE No. BUILDING Yard Spaces Framing Fixtures ",911/ . (,c 1 -! ELECTRICAL E. Temporary Serv Fixtures O � tt SPECIAL Sidewalks and Clean -Up THIS CARD I't Foundation r Lot Roofing c ��.`- , z ,� PLUMBING 0, ( /f Rough Top Out and Tub 11 c �'�', 7' Pool - -Floor Walls Final Service 0 MUST BE DISPLAYED ON FRONT OF JOB. Owner � � � �' � i i j4 - _� CONTRACTO \ ' , B lock ' 1 Subdivision f ' ); -> ) ; f 4 , , 1 Address / ; ) N O T I C E: All Sub - Contracto Must Obtain LICENSES and PEIIMITS Before Work is Started. No Work on Sunday. No Work Before 7 :30 ,A. M. No Night Work. t ' Tie Beam j Slab { c �J ci Septic Tank Rough 1. ,, (1-( 1"(1' t c q .t�i it / r 1 -Notice to Buider -- Protect This Card and Return To Building Department For Certificate of Occupancy BROWER PRESS .1 - 11 Z • o ta - if MODEL ROOF TRUSS LAYOUT FOR A4) i J, /-r , 2! �' •s �: y �, n' s a U �� ,3 t v f E M P l f r R.001: . 0 0 TRUSS 1255 BURLINGTON STREET if? J • OPA- LOCKA, FLORIDA r - ARLIV TRUSSES MUST NOT BEAR ON ANY INTERIOR WALL OR PARTITION UNLESS DESIGNED FOR SAME. EXTEND AN- CHORS OVER TOP CHORD. PLATE FLUSH WITH INSIDE WALL. DETAIL SCALE ' /s = 1' 0 f..J. ! !i IN DADE COUNTY SUBSTITUTE No. 1 SOUTHERN PINE OR 1500 FT. INDUSTRIAL HR WHERE 2X4 CONSTRUCTION FIR IS SPECI- FIED. = r 1- - SEAL ()tie 4 0;i C ( r 1' L - 1 - r '7 !":„ f F L. A , 01 c to It!",‘, v.) ( 1 1. ; - I l a'. , i. , ti 1 t i: J) • V r , . f [C r j 1 / I ,,, i.: ) ! .1 '4-, 1 ( 20 1- (7) A - 17" 1 N /A\ „ si i Ve A r„ R t. v L. Po() 0 I I I.. (-) t) g A , - p -r T V L _ I i '/ J t. 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Cs!: `1 4E lI J, " f ' ` ..2 • Ty a" '• �. y � )> efts' a f _ Crif _ _, '1,7-1;(1174;.. , J.• a ; ; / I V/1-4 1 A 1 r •, 41 1 4 11;• of: • o' 7 1 eck) , I 1.,,,••••• ••••••■ , I' ( ..i. • \J• . i 1 r .,„....... , --Ni , • ,...:-..,,,4v, ,,, , li 4.1. I , 1:. 4 ,t - C 1 ' • . •••1 ",•.)'' ' I I • .1 - 4 4 ° , I - , t • 4" ,i. ,1 1 r i i s' r , -- , '',......• . , JJC 5- ,L --------_, q...,,....__ ._ • ..,i 1" h.q ! . ______ ____ . _ - _______ _ ___....______________ :_,_..___....._________, • '...--,....,-1,1-`",—..---, I COLUMN AND BCAM SCHEDULE 05e10t D 6.00 5.64 1.16 1.00 MARK TYPE SIZE h,, bet -s b I. 00 t4 795 A 7.00 766A C. 7.00 1.16 1.00 1.00 1.3 1.00 2146 1.00 1.00 266 A 2. 8.00 9413 3.00 1.00 9*C A 3. 1.00 •35 A 0.00 1.00 43C. A 4. 00 1.00 436 A 4. 1.00 4434 C 4. 1.25 4.00 433A& G 4.00 1.25 1 .00 430,1 6 4.00 0.74 1.00 46694 O 4.00 3.74. 1.27 8.00 636 A 6.00 1.00 63e& G V 00 1.23 6.00 66566. E 6.00 1.95 1. 63091 6 6..00 9.34 6.00 7615AA C 7.00 1.33 1.00 7316/ 0 7.00 6.44 1.00 766•A D 7.00 4.44 116 6.00 7 P 7.00 5.39 140 6.00 403 4 440 9.00 705 4 6.00 0.00 605 6 4..00 5:00 703 4 7.0o 0.00 804 6 640 4 .00 1004 6 10.00 440 MAX. HEIGHT 4 ,_ 0. N -O• 5 -O" ICY- 10 o' o' - o" 2140 2143 2145 1.2 I.2 1.1 191 1.4 MAX SPAN 16' -0• 52' o" 46' - 0' 1 0" t 6'- 0' THICKNESS tw .040 .04o , 050 . 040 .050 .060 .005 .035 .059 .095 .450 .033 .057 .065 . 095 . 005 .065 .062 .046 .064 .031 ,061 .031 .030 .060 .060 .066 .070 .096 MEMBER DESCRIPTION 4TRUT To 1.2 *TROT TO CAVE 6ECTION CHAIR RAIL To LOLWAN PEa1NETER 7414012 JOINED PPRI /AETTR APJAeE2 10 COI -UI'AN PERIAETE2 ee/Arer. TOCONc. 471 Peel /42731• Aelkeee TOMA PERAA4ETER, AGADE&To 91000 .040 .030 .030 .090 . 030 .066 . ,059 .055 .055 .055 . 140 .140 ,140 ,140 .140 .160 . 150 . 190 . 150 .066 .034 .094 -125 .115 .140 'La Its 1.60 1.60 1.06 1.60 1.60 1.66 . 190 .10o 1.66 I .63 1.66 .575 CABLE SCHEDULE NO. OF CABLES 1 5 2 5 MISCELLANEOUS FASTENING SCHEDULE FASTENER 2 - 310. 6 /4' 6. A. 3. 2- *10 x 9/4 A. 3. 2 - 010. '1/4,"'1 ■.5 2- 610A LA' 4.$. 2 - 010 9 3 /4' 3. 0,4. ANCHOR 0 2do.C. ANCHOR 6 2.0'O.C. 4110.29 - e&...4' €200.4 MAX BEAM SPAN SPACED C/C 4.O• 4' 7L0' 6' 00.- 29' -9• 27'-9 e' - o • 0 -0• e'-d' 7' -0" 10' -II" 10-1 4 9' - 0'-14 12 =6 11' -11° 10' -0" 9' -9 6 -9' 4L0° I6' 60' 14 18'-7" 12'-7" 11'-10" 21' -O" 19'-0 17' 16-0' 19' -5' 1 17 -9" 17' -0 15' - 22' -0 ° 4l'-0 2.0=0" le' - -&° 17-5° 24-0' 21=0 19 .-fly 10 =4 17-9' 24' - 42' 10Lo. 161-6' 17 26 -2' 26' -6' 24'-7' 29-4• /2=4 29'-11' 27'-9" 16' -2' 14' -9' 23-0 32' - o ° 50 .-0' 17-4." 26-9 31' - -6" 50- -4' 28=5" 27=0" 1&-0 51'-0, 29'10' 26 -9' ?7-2• 96'-7" 54'-O' 9/2' -O• 90' -4' 29'-0• 96-1 53l.0 39 .-11' 14-lo' 90'-9 55'- -0' 56'-6" 34'- 62=6" 91'-2" 51' 56' - 1 0 99' 09-6' 44'-4 42'-0' 3940" 36'-2• 66' 17'-6' 141-2" 15=6" 21'-60 10'-60' 19 -6" 16 . - 6' 25'-I' 15' -7" X5" 11' -5" 90 =9° 10-6' 16 -11" 15'40° 55 ve -O° 49' -3" 4E. -v 40' -e 916 -7• KEY 3G - '- ate.a JJ 5D -4MAP 36 A MIA-MAW MIA-MAW 3334 V/ALUO, 6 6514- 3445 6044. v/ 4 AI.VA. •orrAP5 36W - 3646P BP.?. v/ wow N'kRT 38w4 - 6IYP BEAR v/ 0070 R13E17 4 AL1/A.4t16? SDWS - *W' 90M 3/ vow Meer 41 *a - 913450 NO - HOLL00 eels... CONNECTION SCHEDULE. DESCRIPTION I AT rem. 2 To C01wi9E cOL. L To PiLIR 409L 1 SILL PL. T0 00.. 1 TO F84CA4 _1 *TROT TO 1 pip 7 l FASTENER 2310 x 00 /4' S/ A.S. 4 1460x0 1 4 . 5.446. L*109W 13 10x+/4' S. A. 4 74 613 . 910. SCREW @14 0.3. 1!10. 6 /4' 4A.S. ALUMINUM ALLOYS 214... 4066-T5, Y9.1614.61 COLL4.N6... 4045 Y5= 15161 SNAP 0044.3 4 2 eee03.•. 6065- Y9• 29 131 41461.13... &065 - TO , Y9 5 16/31 CONNeC•TCR'j... 2024 -T4 DESIGN CRITERIA' \'6116 • DE314N /DIP 1,040 IN 4 OUT 13 P&P TEST LAD, VIND L P IN 4 OUT -14.5 POP ROOF: D391414 UV0 LOAD R'V• P961414 '1940 LAID UP T00T 1m17 UP 4 1»91 7 05F 7 P31' lay POP 120C4JERY 4T TE3T LOAD 907" AIN. DEPLECTION U04T AT p0916N LOAD - L/60 gale: '51413 4 4R:UGRJRL HAS seeM DeeeMW N eace- cbmce W/ THE. 3AITH FLA. 6L06. (001,1414 PAKIO I. GENERAL NOTES 1. ITMLALL 5E DETE124Y4S9 TWAT THE R*13716166TRUCTIAL 6614 6ACELY 4URCRT THE LOADED 531'14. ENCLa 1. 6aOF 4 613045MALL be (4V6REP w /63'1 36IN6 60%016/EATER OPEN. THE ADDITION cFGOUD ROOFING 06 41DING AITFaAt1 MLALL 640T te.preArrrep 1NLE66 DE316NED CIY TLLEENSINEFZ 9. TIM ("?4 016 ARE P909431E2 , C14Am RAIL, OIL PURUIJ memeer h GAILY. 4. 55111111A449614611552. 3140064 N ROOF 19/434146 4C44ePUL6,U1.0 APOITI0NAL SETS OF C4DLeS. 5. ALL COU1A43 3414LL OEPi(6TE140D Ao6e44# 01- 64RUT4 WITN 966T561E26 05451 TRAM D1101102 3CReAs. O 55.7 566TENIN6,3 11111) AN &VAI eecTION OF EKTRLSICN INTO P46644 OA GLAD 644ALL H4V3 A '464E.a or 1' 01441.13E AMU Ai/.. 7. ALL OYP05E9 1251ENING6 94M.LCCN061-A46 45TIC 911.161LE66 6TL., C,ALV. 411. ,CADAIUA RATED AIL. 0E. LY4 AL. ALLOY 2024 -74 . 6140-15956140-159566140-15956512 FL67ENIN66 AAY me 4LLTHE ABOVE OE. AA6NETIC 3T4INLE65 GTL. 0 4LUA. 371406 ARE 6066 -76 AT74614 0 TO 364/4 'N/4►10 24'AC.,2 SEA. END OP 37142 /AIN. t.6NGT4OP37RAP3 4' 11430674'9 ee 50% or 54.3P814 4 PL.AcED N 031'4713 OF 45414. 9. 9TeeL 0(241'43 3 4FI317, area*. OR woo Fel. 47TAC1 0( 44'los Ma &Crews a 16"ac.., 2 EA. EJ40 OP '/(RAP. 4.114. L EMe7M OF 471455 AND W 4E05 TO oe 7996 OP 664/A SPAN PLACED IN CENTEt O'G SPAN. RUE ELECTRICAL TAPE OR 465'11417 DIP TO De USED 44 474 41451473 N Ca41 CT I.1 /AL.UM. 10. ALL AASONRY4NC14O9-1616 0 . 64141.46E "APE OP 1404- 0ee06LVE AET4LLIC CLFIST. OE. /MBE OF V1126114 P.V. C. PLA47IC. 11. 1.001- 327 6PLINO D30614 A4( BG 1)600 IN PLA6LOP ROUND 03 64UARE 411.INE. 12.6/431E V4LLT141(Nw6 4247E60 445•AGMA /AERLIAL TOL6.RANCE CF 1.4040 13 ALLOWED 15. WOO 314 t3' 6,;00 Fel Na 610304/T14ERN PINE 0R 6Q UAL. 14. COMeeere 4444.61- DEVELOP A 2,000 P3I C20JCES51Ve 0TLWN4T9 Q 26 DAYS. IQ RVJNRGRGIN4 416054 7460.0 ea 047E1m0 141. 6R4D0 Oe?05/AED BAR* 4810 641411 CLNFOLA TO A3T/A. 6PECI1ICAT10N3 461 GRADE 4o. ITAPIU3113 ARE VALID PM 8LLY4 CEPC PURPOSES ONLY 914311 614NEP DY ENGINER CNER HIS MAI.. CN 17. ANOee To COML. 4443042( 54444 BE V4 • 3 • THUNDe3 s 10. 2'h• S.A.S. W JORDAN ANCHOR 1010 OE. APPROVED 04U4L. 1, Xe NOTE a see NOTE D b° ba b TYPE (sea.) TYPED" (6Bw4) SEE NOTE 6 TYPE 'E (6BAA) 32247• SYIL4.0 Q mil, S-Px K e Ste MOfe 0 J TYPE 'F (410WSS) (L BEAM st to g. M.C. 6 12"0-c. COMP • ENTS T 4 8 t{ 1 2oo ' . CORNER COL. & PERIMETER BEAM 1 c1 CAMEL BACK *063 -15 2HB k" 1x2 *ye MIN. 6eAM CONNECTION= 050. 2'•2" x Ys' L ‚210. 0 E.A..sce w/ 2 -Y4' TARO 2a.T6 To SEAM A 4310 x214' 4M•S TO F854.14.. 1'•2° BEAM GONNEGTICNJ: 060 2 °•2'• Ve"L 2"1... et. 5403 W/ 24r 10 e FA IN0Le 1 - ' /s •S WO 4C 1W TO FASCIA, FASTEN I To 545314 w/ I0 x 2%2" 0¢56\5 G 12' 0G. SNAP BEAM & GUTTER AT FASCIA 2''2 I BEAM SECTION E-E (L SAM) AWM. 4UTTeR l 71T1oNAL) & AP BEAM 2145 ' I'92' 'SNAP 6EAM PF RSPECTIVE Vd • 641' 91RAP a EA. R/RU4 W/ 19106614 6 CA. 315E "V6' L V.1/ 1310 9143 34. THRU EYEBCLT DETAIL 'X' o' - 92' 317443 1)6E 5 31-1 a,e& se' JEANS Ulo 4.41 514 TY71C4L O WTH 5406. 4'PIN 6' MIN. WIND BRACE PERIMETER 0E44 COLUMN - CAMEL BACK SEE CETAIL'X 4C104A4 1'4 ALUM. Thee WO .04 .049. THICK SECT. D -D S'l6° CL05EP EYE T14LU eoL-r W/ I' 014. 91401411 CA. 410E 9 /e• • 3" LA6 OR EYE.eOl7 ' IN EXPANDED OR.IORDAN `'FOR CABLE DETAIL 54PCLOeEPeYe BOLT Vex. S3 (454.1 55=1200 Lee. NICOPRess 5LEVE5 16 -2 1 ERAM 1° x2° PERIMETER #e8 -1 COL & BEAM JOINT ISOMETRIC 2410 3646 2+10 314'3 SECTION B-B 2.10 4M"& REV15tON5 r P 0.2 ED/leTest .5 C4W4N 2115 2 ' L 2'L4 t2 34644 5101. 5GG MCNOR Note I°•2" AMCI4OR NOTE.: a) O' -32' *PAN USE 2410 3143 4 1 414C14oe. C' EA. ANGLE. 5PAN5. 00 S1' 414E 313605143 4 Z.8I 110Rb `!. AIkSLE - G) USE 43103143 4 2 441040R3 1 Pd. 4103 014 corium COWMNs. IMO DT DATE 3 EINEM NOME e 6' S 2"•L "Y3'L 2"LG. W ‚2.1041463 . LE(4. 8'•0'FTC.W / I*5#CON{ SECTION A-A 331445 63414) 70(, 14410 WWM WIND BRACING DETAILS D 2{4D PURL.N HO C41DLE5 OR eaeCts RUM) WMEM TWO SILLS AR7= FULLY sU1R7RTeD. SCREEN ENCLOSURE NATIONAL SCREEN R•ALO CORPORATION I 12 -12-75 ALLAN A.KOZICH & ASSOCIATES IGNERS &. PLANNERS ,\■•■■■• - - 30 C _ <-- c=cz, •■• - / P. e. 9 •yrFe 48,0 gf 3 g _D,T; 75 64 a 7C" 7 4 4, „, 7 C " , 7 58 LI o , , / /- / ,, / ,\■•■■■• - - 30 C _ <-- c=cz, •■• - / P. e. 9 •yrFe 48,0 gf 3 g _D,T; A4i YRa/S5 So4Y SPCCrt I GRAD& = 8" •l* Prins • Or (q✓ct 34 /500T7nd, t Fir 30 et Pins - i e L/4 ac/iv T •D" 1'• rLO (4 Nods pee pe•h) Lis 4 L/A STRESS D /A(, AM A. /4 MAY. TRUSS Spud/ f 3 - a,_ 0 10 00;0000%0 '1 01000�0;00021 O. — 1::. c.,,..r. � ��ui 0 t (d s/•ts pit pew4) b MAX.TRUSy SPA/) • I I ✓Old/T C-/' (loft (ratio sp..fy 4: Zposs/n- Abase, if 7• ep Bber f _Athl` Cowes tale i 1Iw. (8 U.its peep /oh) it 0" R • U..ID per peck) /0'r' / ✓O //,{r A - S Ito' Actors S Pto1. Ibsrli.r. and Sri. /or Tqo tMr•d Be.. n, cr. RojAer c. # sn Top CAard. (A• shown / 4. 19 (,A • IE (7 Mot/ per Mac) /.• .. ALGA ir (7 A'.i(s per pia /e) /'•/'r" 10 GA. It (4 M.ds per p(.4) ql/8 v r te _ - ' -o .�La0 t? Ct L' `! OT0000 }O 0 )OT()- qr I o — w - - -� —1 m M AL J OINT - C - (., /earl A s 1 "co 1 • we t 1 C8p90 dOLICS' JOIN /•e sue — '� MAx. TRUSS SAW Sv =e' t (t./e .i 5A. 't'MAZ. TRtaSS SPAN 33'-8" (P /rya A4# s•••) 1 ' MAr TRuss 5p4 / z7. s (Peale .. 5 ev. ° rrlV ; MAX. TRUSS sP',iw Ar. Muss SpMM 30'• 8" MAx.TRI/SS sPAM 2e-8" c ✓o,ur c .. 4LT J0u,r �. /O ,r MAC CLEAR 3PAA/ 34'•0' MAX. TRL/.5S PAM 3.V-8' (oat to eat of LSepriny plate) HALF ELEVATION OF TRUSS At•T T. saA.at 7'r' (t A'a.(s per peep) MATERIAL LUMSSA ' 1' occors'once 88 U f.o.er Oesrpn Sorcrf.co..on• for !tress • Iles is L..neer I rls fa•.en.rs(s r Al • MIA. end F MA. •M.n.rn..T Proper s /enderds Reviscd 1b17 /5$ UA / Fer L am S end Two torn, (h,/s' her /, rrss Reuse/ z /ISI/A Ib toe .a - O/• c/} Lenq (Lee /rD - .. `o1r. I•r• n. r/ s/ ,', °f ewes. .d M /r. 3#' ha✓re or ff ✓e( f* Pamir u01MT • t' (8 per "'IRA.) (a gods per pion) A• Inn ale) ✓O /A/ 7 " .4 ( - (8 #40115 Peep /ofe) r - • R ..Ls I_00.00000�� :0IQOO "t ;_�Q 1 »#00 0000.03= 1 3 "e• /Yoh 47s /Iron And lids F..(( Is so Orer `env. (As $4..in). 4 •045. TRUSS • ••••154 , 45 - . 4145. 774NS5 -SAW a0'•I - 8.A } /4 4, COMMSG ILIA! : RDNIL' Cornet /or pole sl.n.ped foams CO Oa (Leel•o Go /v steel /460a rn accordance ar.l• 1 Des.. 1? (•/here , soled /I O. ttec /ro 6 .'. 5/.e( pNole /n •cea.d•ne• s,MI A i t. M Des; 4.143) Roust Plate y to a nsla/l4/ an c.ppos••■ sr ro of rrws Je)n /s. AX. MOSS SPAN 34.=8" Plugs I/o! Shown? mu. TRUSS sPAU 3/ -8" PLaIe as 54s0..) MAY TRUSS 50.411 Z7'8 ( /legs th. Shams) WA. muss 5PMN Z3' -8 (Peat* .s Shaun) 5 't Raw ✓O/NT • r &lads per peatol DADE CoW.JTy o/v . y 5F'E c,PseATIONs Dt 5/4M s7ATA IbIot lead -a5 • rivsses fe.reF Mfo•knno • Messes of ♦N A.A+Jfrs ors/ reran eclr one 1•rres4S est % (•r shoe'' Ion• (.od•nr. JOILR A r -+� TRt/SS SPAY To 34 =r SL OP rmvsL A4 jp.►F.AIr 14/000 TRUSS DE"5 /4AI fen Ft•rA/EL CORP. II'S aL L/A/sroM sr, ona toer&Fla