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275 NE 92 St (3)
PLANNING BOARD AGENDA OF �tJL.� �4� ITEM NO. 3 Name of Owner /Applicant 41 Phone No. 75 - 763 Address of Property, and /or Legal Description / /Z" '37 Nature of Request APPR' / A» 54 e Present Zoning — Z O Area of Present Building g13‘ Area v Proposed Addition 3 '3 A,L 14 * Parking Spaces Provided Parking Spaces Required with Addition Setbacks as per Code Setbacks Provided Variances /Exceptions /Zoning Change Council Action Required 2diami Jhores91llage F L O R I D A Date of Applicant Notification o� Planning Board Action d Council Action Director of Building and Zoning 07 -10 -91 12:57 FROM: BPI.LAND SURVEYING PROPERTY ADDRESS: ?'"lam t•�- nl ^ =5TC' `sY M1AM\ WO? ' Px &\on TO 7565703 LEGAL DESCRIPTION LOT I� » "S:51. \5 � . CF \-05c v — BLOCK 2 - 4 " SUBDIVISION A.h' k.)1":1.° 1' \. o 1 yoR'rs 5 _ : \© 1 ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK Icy AT PAGE "1r, OF THE PUBLIC RECORDS OF — COUNTY, FLORIDA. 1-1. a. a3 si r.1. G2nc1 PAGE 2 1 FL000 ZONE X / 1 \ - - LOCATION SKETCH SCALE: 1" WE HEREBY CERTIFY: That the attached BOUNDARY SURVEY of the above described property is true and correct to the best of our knowledge and belief as recently surveyed under our direction, also that there are no above ground encroachments unless shown. and meets the minimum technical standards set forth by the FLORIDA BOARD OF LAND SURVEYORS, Pursuant to chapter 21 -HH-6. Examination of the abstract of title will have to be made to determine recorded instruments, it any. affecting the property. Location and identification of utilities on and /or adjacent to the property were not secured as such information was not requested- Ownership is subject to opinion of title. B.P.I. LAND SURVEYING, INC. 11330 S.W. 56th STREET . MIAMI, FLORIDA 33165 TELEPHONE (305) 274 - 4292 PROFESSIONAL LANG SURVEYOR NO. 2'1 9 STATE OF FLORIDA tit ARC\ 3U �A 1�.EZ GATE: S �J1_y gP, 1q ca? For: _ Order No. e - v?s;2- Z5 ROM 1. VOUw1C:. Y 1F'L7t1 F;c o 0 r ■ o,'0 r ' u.5 laSC'Nt.LT AL1.Ey p � ' � C:,�.00 , 1 rnts4sc) .i1 *A' 11-10• b -N40 ..xy T . F . :7: O - � - C-es Rte. 9. 7 -� y •2p.o0 Yv i • • COt4G L) 5r_R7c,1"1" D • <y . • 0 .tC BOUNDARY SURVEY T 39 COLS9S1. ° 01. .nd us 1- Ip 1 +a . y PARt••Wdy ‘ A.r..t .Oc\\11 ti.a . R2 *7 Note: Bearings when shown refer to record piat as recorded in Plat Book i o _Y C p ct3 0 • 0 ^ M Q3 co •5 • C •••• Z co Z • +� • co 1-1 o c. v > 1 co cc C.) .N 1 o a 1 CO 0) - I 1. , •�+� •• CO 1 a) to 4.' C.) .c 1 G .a N • C •-� LJ 00 CO - • p ? U) 1-I • • Q 3 t)) a.g?b x Z . N > c IX 0'O •� O Q1-1 CLA0 s 1- C' CO 0) Z d to G� > • - N L W W W co •'•t 1)J - • • $4 1• Q�WZZCn_0 P OUND • 19.0•1 c�1r� at page SCALE: 1" = 213 ONIA3A21I]S CNV'I' IdB 'NOi93 LS'ZT TB -01-G0 • - x- <5.4, • • sLors,ya • - . - • % e'Avo■ S...)pc•cter LV L C-Atk. st FAA s. (- tta. , .**s; 4 • • - 4. • e...P.wacre.zr FZI■A %ALP S WILW E G./ AS. ea • • k. FL 64:7 • - • -•• • • • , • , ;, • col • . • 1 • 1 ---. 3 Q X o 4.M Cl� ,Crc�v T v ) G S 1; Z ClA M cwt 2. � AL, , 3 r LT s vi L e S T�� s - 11 . iii;.: .: • Cci L_ :eta oIr os:STZ @ Z .Z ma • Z me raL R>P (.p tko rZ C 4. a 1* ‘"' X . t. . • F..y..\ • - 7" - ¶Z Cr'it" /G• . S.N• LAN C);..' •m- 5 V. .• 17: '( k ./ N ' • --- 4-1 t.6 - r s c r 1"I Itit". rt r4 1 - 4 •• \ r. ,- 4 -' , -- t...1.E 1 L) k 4, L. Z"."4..■ t.\ 1 N. E. 15 TH. AVE. WILTON MANORS, FLORIDA REVISED: I.: • w "et G . t . Y , w 11 r' a$ 'rr I. Nt ' 1..tr S 1 1 t y. Y .A.1 , .:4 - w- ,, ..' >.. ,fit • f 13 V o. tj Air 11 to, 01 1 [ 11 ,. R,► 1`a 10 1 1 N I. y. .■ r r � r • ' V1911 !aft: Vtlq • Yom_£'• 1`'71 -�`. • Ji(s j--;. /) p to p .re.,1Q2 $ , re, oe°it ? . 17J rem t o' /Id /f a (2 f!, kel { • • fe+ lt� =�.1 �a otfa 4 !/` /4J'' 1,4 �. �1L A�r1� T+.►,......r4 �i� // ak �1� , " #4't-•. 'c:1iJe -r*t. • J? -rtr: i±h j 44 t :. /,, e'1L:1�Ca `J&i* V�f+ <•�r �4�� "�.�� 4 f e r G. • 41 1/4I t:t ff447 . 04 it..? • q a4.1,14...- '` 4 e f t, rr..! 1, I /.4 f i . !} b r ) wt tw. <?d ..4. 4 f ✓'t e i e. . " t , L 1 ` .w- i • 11,e, (,)o,e 4 E /.tt!� Lit ^.7_. rrt at" (10 P:f . /lt?t t it) _ , w k`. -171/ " 4-1 : $ {I • 1 p - GG ' ()A eor CAC/ V.* kf f4r s rec , •■ r` 4 1' D ( { 7 CS F: � rt� ,, J .'? H t/ Ihj yj i ffl. f f I .). V1/ a /1 r` r !t i._ .)f • r! ff :.tit� i" �''•'Ya f �; : j f 1� l tr Ifrfj <rj "'�r 7fi.3t�Fr1 T ril `� 3r ,)t y t t2t.� Sftrt:r j r 317 Ti5�', d % ,tc r r 11111•ejf: for $te .. iunlb ,`)F�f r�)1 w►rjt� C.f t , f, .». F. t ro i! • 4i1r, K4.' 4 , . OLt.►1:figt./Jcf.' / /t/4 J .Z/1“-- t 101 14 4 4 , eQ r �5 ,�fEd R S c cr. it ;. I p {'r6 ) _ t t CST 646t) r'• L; - CESIGN COS CONTRACTOR' SHALL. velliF iAt.1, pltiltN$lONI AT ` S1TI : AEPORE PROS E DING VMITN WORK 4 .978 . 6 - 6 - .0 4 .462 pu TOO .Q4o 0 1.00 ROOF BEAM 2 NICOPR113S ovAL SLEEVE 3f a" 0A81.8 US$. 18 -2.4 CABLE USE 18-3-M (. A33EMB141 >1 16,18,20,21,23 ASsEwBLY N 16,18,20,22, 25 i t - SECDf0N SEE BM. 3CHI3D. -00 3.11. 3GR1 BEAM SHAPE BLISS 1/4" BO SPACED AS SHOWN IN BEAN $ TXyPS B. TECO CONN.AT BA.JOIST (3ER -. 2' NOM. FASO /A- 1 3/8" M1 K. 1/4 0 Mi0OD SCREw3 2 1 2 L0. x 8 C..C. 1/ 0 LAO scREMr3 a Vas- . ? O. 18 40. M.4., IN JORDAN ANCHORS OR EQUAL. 6 1/0 )(:1/2" STRAP` WITH 6-110 S.M.SCRMAS AA. BEAMS DEEPER THAN xr a a "x - 1 " 1 N0. F 2 - #14 3.1i. SCREw3,#ACH SIDS. • . 3B12 BEAN- 3CHEDUL FOR 1C00D SCREWS. +HEN ANCHORING TO MASONRY USE 2 - 1/4 `LAG- &CREW& a 1/2 LO. IN JORDAN - ANCHORS1Lo ltd t4 27z x1 / * x a *ttQMG; 1 LA0 BCREw3 x a 1/2" LONG 1N JORDAN ANCHORS. • 1 • 0NAI,11, RAIL, 4 -, #10 Sow. - . 3CR1 *3 20 . 1 LONG, 13 - PUHL1$,4-410 3.$. SCREW3 A. END 1:1/3• I . 114- 1•YY1 'Ai BEAM, 2410,. 3.11. $C RE'rir 3 EACH END l t.ORO. - 1. -TYFE 'A' `BEA1! CONTINUOUS. 1 ,CUT F 'COMER 'J'. 11 -ex "x 2 z 1 /8 PIATH,4 #10 , 8.$. 3,CR3A3 -?LATE EACk,. 3103 OF BEAAL C A31F 1' " ; z CA9» i s ASR 3 . r r t f . . SCHEME ENCLOSURES Til OlC1 L333 3TANDINQ CORNERS REQUIRE NO WIND BRACING SCREE$ -- ENC 1 T11-110 oR MORE ER 8TANQINGICORNER3 REQUIRE VERTICAL (TD) z BRACING` AT BACK FREI.ATANDINQ CORN . 3E3 SIDS ANA. 8LEVA'PI0N3. 3E3 ROOD PLAN FOR:RooF CINd, IF` REQUIRED. - A33 = 5 RREN BR La3URE WITH ALL CORNERS VERB STANDINo;R , VIRs Y . R21CAL (SIDE) BRACING Alt EACH r flQ)IEi »erg WAY. SRT 3ID3 ELBVA210NS,SEE RQ PLAN FOR R001�: BRACING. D3 C 1T RR. IA t ' A UL 3C REEH SURFACES, HOR IZCNTA L & IO p:i,F, U,PLIVL JO PS ALUMINUM ALILOYSI Y1340' STRENGTH SHOWN ARR MIN.UN1ESR SHOWN OTHERWISg IN BEA4 606)41 16 K 0RKINQ 1 . 8 K ' 31. 6061. 6 Y.3. -35 1 x` 31, «ORKIN01 `17. 1491+ 60634T6 2 1(31t� ,MoRKINQ - 12 K31. 500 5.4156 Y.3.'43 N31, 1OlKING 4 11. xsI 'WALL. THIC1SN AR8 WI.NINuE. N TALA SHOWN HERE RE ALUMINUM, EXCEP'�HOLTS.NuTs,'IASHER3 SCRIIWS,PIPR,TUTNBUCKLES ' AND WIRE MAY 8E ANTI-RUST PLATED STEEL,STAINI,E33 &TEEL OR BRASS - . A>E.L COLUMNS, s1LL$ A JAM1 8H%L1 SE ANCHORED AS 330*N. ANCHORS . IN "CONCRWFS SHALL RE ',IORDA PLASTIC' ` ExPAN3x4!I PLUS. THUNDER BOLTS OR LAG SCRE*3 114 LEAD 331303 '33 IN HOLES C3RILLE TO- PROPER. $z '41 AND DEPT1f BY ROTARY TXPE BIT. NO STAR LRILL3 WILL Bg P.RNITTLD.` SUBSTITUT ANCHOR& Walt BE APP oVED DY THE ENQINEER. • F . A UJ LOAD IMI'Q3ED ON AN EXI8TINc STRL'CTL'RB MUST 811 TRANSFERRED TO A POINT aHI:RE THE AR SAFELY BORNE BY UCH EX /STING BTRUCTURII. ROOF AND 310E3 SHALL BX COVERED WITH SCREEN P ,ATERrAL BEING 60% OR GREATER OPEN. THE ADDITION Of SOLID ROOFING OR SIDING XATFRIAL OF ANY . riPE SHALL NQT BH PERIII;TTE1 UNLE33 AUTHORIZED BY THE ENGINEER. ROOF SGRRON WIRE SHAL NOT BE SPLINED TO ROOF PURLINS. LATCHES ON DOORS ON 8w1M31NQ POOL ENCLOSURES &HALL SR b0" ABOVE THE THRESHOLD AND SHALL BB SELF•LATCHINU AND SELF - LOCKING. THIS. SCREEN ENCLOSURE *A3 DE$IQNED AND TESTED IN ACCORDANC3 WITH TRN SOUTH QLORIDA BUILDING CODE YETROPOLITAN DADE COUNTY BUILDING AND ZONING - D$pT. "DE9 ON ClUTERIA AND t.. TE3P:REQUIR1 M$NT3 FOR AI,UNINU'if SORES* aNCLOSURE3? AFFECTIYYB JAN.1 19 1 CON'T'RACTOR SHALL SUBMIT ,33T3 OP P N3 TO IBS BUILDING DEPARTMENT TO OBTAIN A "WILDING �. PFit II.I`1. 1 SET 0?; PLANS: SHALL CON3IST OP 1 PRINT OP WASTER DRA? ING, 1 PRINT. DRA *N To* 30A 3HH0R1$G ROOF PLAN AND ALLYSIDE ELEVATIONS. PLOT PLAN SHOWING ELECTRICAL. SERVICE. SEPTIC:. TANK AND DRAIN FIELD. CONTRACTOR )UST BS ABLE AT ALL TINES TO VERIFY" ALLOT AND 'TE MPER tip ALL ALumi10.94 DEINO USED. r ; PR N . 6 - MIT ' ' p0$: 3 ARID ONLY =N THE ACTUAL PRINT I3• SIGNED BY TH GIN E • 0 Rif I ' R ' EA 8 - 5/16* *ELDED EYE SCREW IN RAWL PLUG NO. 907E IN. 7/16" HO 19 - 4 CONCRT$ 3L,WITR: 8"i TURNDOWN ` r10. lit BAR 'CONT. 20 - ,�x rix HOLT,'MrELDHD, BYE. 21 -3/ STAINLESS STEEL CABLE,. 22 .,;1 STAINLESS S ?EEL CAUL. 2 N ICOPRES3 OVAL SLEEVE, 2 R .1 3 /t 3/4"x1/8* CHANNEL. VLo - 1 3/4 "* 4"x 1/8 aox ) 2 -ALTERNATE FOR ITED[ 2:. US) -2tt,i QA., "44)4Q SCRRw3 MIN.5:1/2 PENWFRATI01Y 11TO ENDS OF FCH RAFTER. ?? i t xz'' 1 8 "pt�4 w1Twill 4 #10:3M THE SCREEN WIRE MATERIAL SHALL BLOW AWAY FREE OF D TA3 SCREEN ENCLOSURE pRA$B WHEN A *IND LOAD OF ltd PSF OR GREATER IS APp4IED. THE PLASTIC SPLINE HOLDING THE soRzEri WIRE IN ,PI.AC SHALL __CONFORM TO THE FOLLOWING MINIMUM .PKOPERTIE3. (A) DURUNETEIC HARDNE33 0V 70 TO 90. (a) A DECREAt8E -111 TENSILE STRENGTH OF NOT GREATER THAN, 20$ Yt TH NO PLASTICIZER ExUPATIQN WHEN 'TB8TBD IN ACCORDANCE *ITN ASTI DE$IQNA?IO$ D412 - gl'P AFTER 2U00 HOURS OP ACCELERATED. `ED WEATHERING CONDUCTED IN ACCORDANCN WI ?11 A8TS DE3IONATION 342 -51T. 6i063146 ALUMINUM ALLOY � I EXTRUDERS B )31N LL { EAR E IDENTIFICA ION MARX TAMPED 1 -F EACH END OF BEAM. FOLLO*ING.AHE APPROVED MARKS, 130N 606.46 63.46, JAt X 60 Cs? //‘, / , / / / , / /,/ /// i i i / / / ; j , / / ' / ,/ / / � �� / 4' 8 /4' - 6 „ i / 4" CLONC. SLAB £'N p» Pi Cr1 O 1 /LL 60.44' t# 10 t' . ROAD /I)ESN /0 ",C /6" &Wm/.. L'ONC. FYC. S N/ - .d 5 RoDC COA/r /N. 1 7'- 0" 27' -2" -J 1 . 27'- 0 " FLOOR. - PLAN SCALE : /4" / ;/ 3 1r - 7/ 9 FOUNDATION PLAN /2' -O" s- 124- t5'/- -16 ' T CcD — OI 5 e ,aC26 T'N_ CNCLOS 11 6= 77P /C:it E RIGI.fl ELEVATION SQL 6 ; / /4" : 1'- [Y' FRONT ELEVAT1DN SQdL4 1/4" : / -O" 4" ifewireim0 Rain .OLt1M. CtI11044? LEFT ELE"/ATION .l',A : 1 /2 ": • i N , fi LDTS / NE 92 "° ST. /jib / . ; 80/ es PLOT PLAN SCALE. /i6 " =l' -O" NO. DATE DRAWN CHECKED APPROVED DATE DATE DATE ENGINEERING OEPARTMENT . . PHONE: OXI -6221 ALUMINUM PRODUCTS 1NC 2375 NW 75th STREET MIAMI 47, FLORIDA DF7AWING NO. Si&h■1T CO. N MJTESTOhE Y. U S 1 - 1 4"x /72" RAWLP41MS ., /0"*.c. srAoaeReo / • • .0,51" ALUM. ROOF HEADER CHANNEL. • CAULK 4'423 POP.RIVETS e 6" o.a. ••• • f, IP- 4" HONEYCOMB /?OOP PANEL r, . 4 %.1" 804r., • 6. r 2" ill ALUM. WASHER-- CAULK Vs" srEEL pLAres WELDED 7 COL. • SK/A/ 20" /2" ucvvEycoM8 agAm 14 120 I4U$4 GALVANIZED CAPS TOP f ackroM RivE 719 3" STEEL COLUMN — zr • • , . • • • _ 0 i • I. •It. 0. • • 001-rs 12 o.c. .02" ALUM. STRAP, c ITEM 6 7 — ALUM. eurren BEAM "A" '/4" BOATS la 20" o.a. 2 //4" 18" o.a. 3 2 - V4" / 4 3. 410 g S/4 S.M.S. 5 4 - 410 0 3/4 S. M. S. 8 - 3/413M.S. pie :4 /sty ANGLE - 2" 1.0N0 (464. 641. Col..) - - 8 xe.in 4" pe/4- 4uo ffA.I.E0 I EA, 5/09 Or 134t $M.6. ffA. LEV Ar CORNERS — - /2 I4 RAIL -2- '/O 3A" TYPE "8" 80441 /5 TYPE "8°804 - 2 - 4/0 x1/4 M. S. COM • )/ '1. 3 / / 2 ,- ‘ ./‹.;;:" 1,2, • 00 0 00 0 0 0 0 0 0 00 0 0 00 0 //_gt",130Z.rs CO 3 /1 / .9.6' • n £4. 5WE c..c .5n / IPP ('Oar/2m 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 0 0 0 0 0 0 2 - 8eAm "kr 'DESCRIPTION 1 BEAM ..91: $(4Le: 3".-: P-0" • TYPICAL SECTION sc4LE: .y 6 STEEL 4 Wave', 70 COL . f, • %CP 6 1' f, • 3 8EAM "e" A STA6VERED BEAM "A" 6063- r6 ALUM. ALLOY /3'•/11041.r. SPAN GP 6' o.c. • 1- 0 3" SECTION A-4 SCALE: .9"-f /I-0" • ca - BEAM "8" 6063- ro• ALUM. ALLOY ( MEN/0& /4 Z- A's 05 AS Cc/) 0 . REVI SIONS ENGINEERING DEPARTMENT PHONE: OXI DESCRIPTION ALUMINUM PRODUCTS )Nc. DRAWN DATE DRAWING NO, CHECKED DATE APPROVED DATE, \‘'t R • Z,; Fz ' P � ti ts`\ ■ '' +' 2 . PLANS FOR: ? 7 Z g N TL! 9 0 ':, A I A\ 11 I fli 1.- ; r,..) '...- 5 V \ _. . M t SCALE: DAT : , ' REVISED: , . . . , ,,.,. _. . . . , . ORAWING NUMBER: • DRAWN BY: . sTAmos NJ '1 - r — /„..,.... ' , i • ,„. 2....., 4"...t ____," /r; e.i.' . ■ - 2- t - 9 ' ...C t L 0 i. Ng' „ 2'7 0 (A, 1-- ASSOCIATES INC. S 9 - t'A f. \1\ r2 re ) _ F ENGINEERS T, 11 • 4 re t'‘ 4,0 e vii; 7,1 t„;.< Vt ti*:) PLANNERS , 25O - x_o Ir• . 44 . * ‘ Vc.? y'<.€. VI-VN 1. V r is„!...> ". f'kel r 4 e `rs (.-.,/, k k-N1 %-A Fct L. A - — - — Nx C.) ../4 •- •? - .-.J 4 C>, r 1- 3 PN`C '-'1 1 -1 ')W0..A.C.,t\ 0 .E fit - •a I 0 xt " < A '''.4-■*kk A e ;9.. • , .1 9 - • <" \ 71. -I\ t'Vc V4,2 \ T. r N. E. 15T14. AVE. WILTON MANORS, FLORIDA 33305 PHONE: (305) • 561•0110