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PLANNING & ZONING BOARD MEETING THURSDAY, JULY 12, 1990, 7:30 P.M. 1. MINUTES - JUNE 28, 1990 MIAMI SHORES VILLAGE HALL 10050 NE 2 AVENUE 2. REQUEST FOR APPROVAL OF REPLACEMENT UNITS AND SIGNS MIAMI SHORES CHEVRON 9601 NE 2 AVENUE 3. REQUEST FOR APPROVAL OF NON - PERMITTED STRUCTURE DON G. GERLOFF 1350 N.E. 101 STREET 4. REQUEST FOR APPROVAL OF PLANS FOR FAST FOOD RESTAURANT SHORES SQUARE 9021 BISCAYNE BLVD. 5. DISCUSSION - ADDITIONS AND REVISIONS TO PERMITTED USES IN THE B -1 & B -2 DISTRICTS .4 -Yo Vpo Detir. eox I at. 1 /,aGG Nor, Viz" o. . -TevAl2.00<,, -i ()t) �r�.v:r�c.��. `$ ( o, . pa,o,n. .4%0" To 8..o .ov:Qvik 3 y " f 5&a. II." 0.C., i ) Le :r • ii.. ,,yw -rx s. s-a. -f xa..n....el TA1 IM SJ 'NT+"k - °11a 4!,,,..r.1.4111. 9'cT uasi,, a +t .±F el *et 1 • a )(4 wit C %0( i !-4' C.C. `} i X 2* . L4 o rn yr% i ✓1 .'t , A •r 41 00 E. Quo C a i% tititt - ( [ boor i cy %1 fr i X TY' i1.40,4 S "tdc, fit 4ke', .ter r ;, a•:� — -- I�a gt.CoQ, 11�.1`1a►ll ;- % . 0 . 4 -V012. l CO3 Lo- tLoC► JIB t , 1h t S.I o ' hY '2X 8 a.:gc`re_tt.s 7oisTS *T1LA,0 3 . Co— X I Or 14 0 VT" 4. C G' 4� •, cP ' %fs. ° x 1t" c oiYr COOC. /a /lt s PQ..L• C.h ST ' C.n tt...4 -_ J t6k,11 . ^VAIN IM,Y YEN ;tih F '. L. . GViD S . $ ". t) C 91. K. \V 1.4 1 o ,t„ 4 P A,6-rso. 7ti g.1 \\\0'1 2 WI NV W u N ►`T' FURltt - Vk1EC} ktAL1VETVO . BY_ . h4.■ • �i T 1.1 4 .3.x , #.11 IC. tA Cs S \- S,P SA/ (C-s7p Y u �c r laQ te› a. Po rr E.. 01t OC. .3 V \E'N's cocA Wt NVoLJ V 14 \I ivrat btNth.1G A NA R ` H EATt, ri J GAR A.6 �. 1 } 22DV.I'AA • o T aK. 1 1-F' r__ • t r Y W t iZ .1 -Y r cWNt.R C ASett D■dsPo�A W o$ iv.'16Y owr-1C> -CON oel4c 1me PRMN C x3`( CWNtvZ . f& -rR. TO Rj VFZca.t A oi: CONN V uN\I 1 {:-Zc T •- 4ANe.t_ c.cup 3t ?- xz o-3 -41'0 fl\PY' Go Bt_ Wet. Res6VZ - mar. t4 - :•t)P - `C P, SA-1■31.A Yt" C /\coU IC k-IIANIAG { 14.5u t� ALL StST'PLY ©ve...1 4 z op or UN 1 --- - A sztr4 tk04a f\ OO G TR i'Syi r c o M A I `N \ F< E. v Ac ,C 1.)N \ __s__ TV NAG 'R J PLVNV • .-oG%- tt 114.p 6L10c.... t]`Ptt,- 1 MAtt� Qt w -ots EL -N/. ' `PA %q,.' 1 l _ L1 tqs, ' \ \ \` TILT 1>< _t) C.T ��E�Z FrrZ b F'.FBU °� ON 9cP = r TN '5'Cl\T- : 1 ; 1 1 • N Q C 4 tEe.\-toN , + #i oW Ns A?,. WI RT •18KISu X,v.. *1tt115 ut� \T REVICONS 1114 L. I fA't'Y1 _ LJ ' z O i, 1 C. 11:11 Atrf . - htf.�,Y:d f(A. I.F2 CO NO IV I t`J i'∎11 to G.. .5`.(44 <E1.A\ G U eRN b t Y " GV a itAtkr i G'stT PILOT SWtYCt\ —�_ ocNVF. 5=-4; OFF F.001 e�F E t-t\r1 VIEW 1?;:► Ort.'.ra,� to La c. '. ..� M .•... ... ...... ... e.. .t'V!a':W:vt-_`!R'aG. #- �4"tAr sl...- Mt9s.'.�'a ^cY R _, ( i. .ss.�R �a.s ' L t tt.v 1 • s. t V.P' .- 796,59" • 4s 2032 24.0.4€° y Order #9341 F. B. #201 -8&9 SKETCH OF SURVEY Lot 2 Block 1 MIAMI SHORES BAY PARK, ESTATES, according to the Plat there - of, recorded in Plat Book 55, at page 83, of the Public Records of Dade County, Florida. April 30, 1953 Scales shown I HEREBY CERTIFYs That the attached SKETCH OF SURVEY of the abovedescribed property is true and correct to the best of my knowledge and belief, as recently surveyed and platted.under my direction. * lllal( i Y HARRY C. SCHWEBKE ANU 4$3,OCIATE6,, INC. By harry C Sc we . its w j es • 8Z Registe - -d Land Aurve. /or #602;x State of Florida • ,e a G■ Cam' A = 94' 413 7'.5G:59 " . 1i! A 3 JlvA*' ' • mot= 2°,02' �. 19°2/45.1° va444 /: 3o • 1 SKETCH OF SURVEY Lot 2 Block 1 MIAMI SHORES BAY PARK ESTATES, according to the Plat there- of, recorded in Plat Book 55 at page 83 of the Public Records of Dade County, Florida. Order #9341 April 30, 1953 x F. B. #201.8&9 Scales shown I HEREBY CERTIFYs That the attached SKETCH OF SURVEY of the abovedescribed property is true and correct to the best of my knowledge and belief, as recently surveyed and platted ,under my direction. HARRY C. SCHWEBKE A :, 4&,,OCIATE6 Z INC. • By Harry C✓ Sc we • _ . R es . e Registe -d Land aV , Oyor #602., State of Florida a, > ''. = • bc,' , O&) 6 J\ 4- v rJ r. l J L ; J i 11 - vex (( 4c? r CAP. Fl PILE NOTES: C u kr,M)e 1'-7 PRES EES,SED CONCRETE PILES PILING SHALL BE OF PRESTRESSED CONCRETE HAVING SQUARE BUTTS AND CAST IN ACCORDANCE WITH REQUIREMENTS OF THE SOUTH FLORIDA BUILDING CODE. CONCRETE SHALL ATTAIN A STRENGTH OF 6000 psi IN 28 DAYS. CONCRETE SHALL ATTAIN A STRENGTH OF 3500psi BEFORE STRANDS ARE RELEASED. REINFORCING SHALL 13E PER ASTM A416- 68250K STRANDS WITH #5 GAUGE WIRE SPIRALS AT AN 8 INCH PITCH EXCEPT AT ENDS WITH 6 TURNS AT A 3 INCH PITCH. PILES TO BE 12" SQUARE.. CAPACITY 25 TONS. MINIMUM PENETRATION OF ALL PILES TO BE AS FOLLOWS: INTO BEDROCK- -6' MIN INTO YIELDING MATERIAL -1O' MIN. MINIMUM SAFE BEARING; 25 TONS PRECAST PILE CONCRETE: REINFORCING SHALL CONFORM TO STM A615, GRADE 60. ALL CONCRETE SHALL DEVELOP A MINIMUM OF 3000 psi COMPRESSIVE STRENGTH IN 28 DAYS UNLESS OTHERWISE NOTED. MINIMUM COVER 4" AGAINST THE WEATHER. TRACY CONSULTANTS INC. 4660 SW 128 AVE., FT. LAUDERDALE, FL.., 33330 - 2302 SCALE: DATE: W / p s) A y2 l P '-'C"P . OP WA7t2 aS5cAYN) ` e ��MOV 0/1 VirFA 6%9 CAP. 2 or._,,c k) l6 "rid i� e p� CAr' i�J ►} t ! B A CCEtZ.- 1�i Le.,<, L-+4 ti I 4 4 0 APPROVED BY: � 12oii - 1C(2 /W r92 I ,v� / O. M11AV\1 FL, z 9 ,), i e51DeNGC 1350 ,e. Hof *sr ') 111\N S t2ES'< DRAWN BY REVISED 0 4 (5/1 L E P>I t 2 t- / g/i rrT2 s 6 J CiAP DRAWING NUMBER /�/, ' .r • REFRIDL. LINES TO NEW AIR NANDI.ES Cu AG SPLIT UNIT SGHZDU1.L DESIGN SELECTION MANUPAG 1 NNQX TOTAL CAPACITY BTUN 20,800 ' SENSIBLE CAPACITY, BTUH. COMPRESSOR OUANTITY/PLA EA. CONDENSER FAN, FLA EA. VOLTAGE /PHASE UNIT WEIGHT, LBS. SUPPLY AIR VOLUME, GPM. EVAP COIL. EXTERNAL STATIC PRESSURE, INCH IN.G ELEGTRIG HEATER, K1N. MOTOR, HP. VOLTAGE/ PHASE SEER IOERANT LINES INCH 17Jc NEW A/c V q$' : ' /0// o'' fd - rowsfr - 6 ORILZ. e0 t3 : R: n1 o va 13617 oom FAR.R LE/40401c _.. L 0 c& 3 l- 3I v1AF I^1 208/2 208/230 W \Th Ro��1 4I �J5 113 13 . h 5 . 51DENCE RDIR: Mg. tARe). - SA co b ��o�� 136 t E. 10\ SiRcE( 13E1)ROo1I1 eAT/4 FooNi 6 r C1 -+�N 1 STI7JG A/c -� GAFZA6C _ a-o sT Ai At Co ,•A D t'I'i oiv ,.ici _ L 2 2 o (, •5 • t_._) . 1 A - V r-j_u M a -fit , r L 3 �� lb G ACQ 2l0 2 r MIAMI S - o: ES APPROVED ZON NG STRUCTURAL ELECTRICAL PLUMBING MF..CN.ANICAI • ROOFING BLDG. OFFICIAL MIAMI SHORES V1LUICE ASSUMES NO OF CR RES ti TG F;;O?i41 • SIMIECT TO COMPLIANCE WITH RULES A,4E REGiLA.TiO s' . • COMPLIANCE_ WITH THE SOUTH r1C 'DA , F�_;: ti MIAMI SHORES VILLAGE IS REW RE). CCN%3!CTOR S ARE CHARGED 4'y iI 1h rt RECULATICI4S WHETHER OR � N pn-t„ w •13"t iNvdn 1 2206 . 331 1ta 25 .Tet• 34 .11 ~ 7,•' 1 d I w.tt. ay , !.- UKAWN L.L. CHECKED DATE MAY 1999 SCALE JOB NO. SHEET OF SHEETS, CLOSET DEN A T NEUJ OPENING WINDOW C CORDING TO DIMENSIONS PATCH 1 FINISH ADJACENT WALLS A8 REQUIRED. BED ROOM EXISTING CONSTRUCTION TO REMAIN CL. EXISTING CONSTRUCTION TO REMAIN ) CL. CALL FOR SHORING PER ENGINEERS' LETTER remove exist. sink n h CL. q- REMOVE EXISTING WINDOW ATHROOM I PATCH 4 FINISH WALLS A8 REQUIRED. \, remove if = :4 NEW WALL PATCH 4 FINISH ADJACENT WALLS AS REQUIRED. remove exist. door t t14 Cell �c . side 'r.P new doer' niai,sovir.t vpevi ivl1 IS ?3 /0" REMOVE EXIST. DOOR REPLACE W/ WOOD DOOR MAKE DOOR OPENING BIGGER. ACCORDING TO NEW DOOR DIMENSIONS. PATCI.4 4 FiN(SN ADJACENT WALLS LIVING ROOM EXISTING CONSTRUCTION TO REMAIN remove exfat. sink t toilet BATHROOM 2 EXISTING CONSTRUCTION TO REMA iN remove exist. pocket door BEDROOM -7r-- NEUU WALL PArCN 4 FINISH ADJACENT WALLS D -Z A8 REQUIRED. CL. CL. demolish wail, Gut ew do4 opening', patcrn 4 Fnieh adjacent walls 43-required. EXIoTiN6 CONSTR,'IJCT I ON TO REMAIN bred kfast -bar 00 0 KITCHEN over EXISTINGI CONSTRUCTION TO REMAIN GARAGE BATHROOM EXISTING CONSTRUCTION TO REMAIN MAID ROOM CLOSET MR. 4 MRS. JACOBSON RESIDENCE 130 NE ICI ST. - MIAMI SNORES - FLORIDA CCNSTRUCT!ON PLAN - BATHROOM 18 2 FLOOR PLAN - SCALE: I/4" = I' _ 0" DHAWN L.L. CHECKED DATE MAY 199 ' SCALE 1/2" _ 1 0" JOB NO. SHEET OE SHEETS P 2r 3rv�.e� light. r'r me oc r. r , 1aC� i.u/ oiOdr with I LUi~'1olcw � 5f Ir'1 Oeta i I. tra4c8 COOT a CCCr i ( t 4e), , :3w c; oc — o Im. Patc!`1 h a d jac ,'lt wa Ls d.plp; Outi°t GGr /ert °r :Totalled 6'42" AFF Pv'dj'G #jam c1/07 /E), �/ st t Gracicet igrt irstal',sd AFF " - 10' x /s t . 1 ( LU wall oa as reouireO wallpaper trO \0'')'1110 I i 5 l C`.;t rte .,; 0OC'r coerl r o patch f'(1:5h Jaceklt LUa I15 a5 reci(Jir` -' O. r— E AIL 4 -- t) 1 t IN BI SCui r t 2 ' - »' Ella I ioa'roer 1 , '¢ !'fl -4 5Y <04__E R, iK- O MENG'CTA 5474-4 6 C ll� TOILET 5Y <04--4LER , COQ /ER IN 5ISCUIT ELONGATED STATELY. 4 ~PEDESTAL LAS /ATORY BY <04= -4LER iK - 22oSa D SIGN IN 5ISCUI7, L4J/ ACCESORIES K04 -4LER K -V02 - 4A, E3RUS4-1ED C4-4R01 S- 4OLUER DOOR EY K- 10301a- L -E34-4 LulDTH -4 5a5", CILASS Cry' S TAL, CLE4R. 06 71/ RLI770 2 1 "X3 RL I'/ I'/CRY 2- 3/4 "X5 -1/2' L L /42o BCRGER i"Ob3 ��I 4 IX3" RLIV1@ IVOR`r 2134 FuNC AL BL4NG, moss / S -1/2 "ACS -1;2 :' Li 2 - 13MO 3Y COUNTRY'S FLOOR > V2 / E3Y COUNTRY'S FLOOR Fi 5- 1-/2 -1,'2" L`/ W4-+I TE fi _ Y COUNTRY'S FLOOR t LE Li 2 ' RUNL4 -4/ L E3L4NC, moss - a z / I •- -- 1 - - - - - -- +- - . t I r- + —+- + _ i- - {- I }- _ * �- - � i I - - -- - � - 1 ��atht )b DHAWN L.L. CHECKED DATE MAY 199 ' SCALE 1/2" _ 1 0" JOB NO. SHEET OE SHEETS P 2r 3rv�.e� light. r'r me oc r. r , 1aC� i.u/ oiOdr with I LUi~'1olcw � 5f Ir'1 Oeta i I. tra4c8 COOT a CCCr i ( t 4e), , :3w c; oc — o Im. Patc!`1 h a d jac ,'lt wa Ls d.plp; Outi°t GGr /ert °r :Totalled 6'42" AFF Pv'dj'G #jam c1/07 /E), �/ st t Gracicet igrt irstal',sd AFF " - 10' x /s t . 1 ( LU wall oa as reouireO wallpaper trO \0'')'1110 I i 5 l C`.;t rte .,; 0OC'r coerl r o patch f'(1:5h Jaceklt LUa I15 a5 reci(Jir` -' O. r— E AIL 4 -- t) 1 t IN BI SCui r t 2 ' - »' Ella I ioa'roer 1 , '¢ !'fl -4 5Y <04__E R, iK- O MENG'CTA 5474-4 6 C ll� TOILET 5Y <04--4LER , COQ /ER IN 5ISCUIT ELONGATED STATELY. 4 ~PEDESTAL LAS /ATORY BY <04= -4LER iK - 22oSa D SIGN IN 5ISCUI7, L4J/ ACCESORIES K04 -4LER K -V02 - 4A, E3RUS4-1ED C4-4R01 S- 4OLUER DOOR EY K- 10301a- L -E34-4 LulDTH -4 5a5", CILASS Cry' S TAL, CLE4R. 06 71/ RLI770 2 1 "X3 RL I'/ I'/CRY 2- 3/4 "X5 -1/2' L L /42o BCRGER i"Ob3 ��I 4 IX3" RLIV1@ IVOR`r 2134 FuNC AL BL4NG, moss / S -1/2 "ACS -1;2 :' Li 2 - 13MO 3Y COUNTRY'S FLOOR > V2 / E3Y COUNTRY'S FLOOR Fi 5- 1-/2 -1,'2" L`/ W4-+I TE fi _ Y COUNTRY'S FLOOR t LE Li 2 ' RUNL4 -4/ L E3L4NC, moss - a z / I ! , r y I. hi 1,01c: i V " 4 ttl � \J :t y (\/_< il S 1 „ 0 „ NO" REVI SHEET SHEETS, 1 . (\;<) r L7] iii;i :1 ` fir 1 , 1 11 y I. hi ir- t x•2 ...,!7 - .1 p1 r L7] DRAWN L.L. CHECKED 3 1vo1 il S 1 „ 0 „ JOB NO. REVI SHEET SHEETS, J REPAIR JOISTS LOCATED • BELOW TOE EXIST'G B ATOTAB • medicine Cabinet • remove exist. s ink CUT NEW OPENING WINDOW ACCORDING TO DIMENSIONS. ,� PATCH 4 F Intl S ADJACENT P1 .1- 1JJALLS AS REQUIRED. 5,41 CC\ST 4 2 1_ 0 ' REMOVE EXISTING WINDOW � PATCO 4 FINISH WALLS AS REQUIRED. towel bar ' 3 Cs, .7c s ”; Via.- a g � 4,04 �: '1 remove ' door NEW WALL PAtGN 4 FINIS ADJACENT WALLS AS REQUIRED. \ toilet paper holder shower k- 103030 by KONLER CCN11 GTIQ\ F1‘4, - �_w llpap�r 2 -0" r E....EVA:n(3N A bracicgt light Installed 114' -3" APP. med ic,ne cabinet duplex cutlet converte (r13t1 Ilea e40" APP. exhaust ran vapor proof Shower light. light Fixture to ll) fight fixture solid brass pulls . b y clir lids industries, 1„ 111 5A IA COM 1 1 CEILI\ 4 E ECtRICAL FLAN (Du —_ wa 1 ipap��r t' -1" mirror dp -3 -mac, 3" cc HLV\=1Q bracket Iight instdlfed *4' -3" APP. duplex outlet conv ter installed *40" APP. Ped /'G<rei d, , - 1i .2ht fixture FLUMING FIXTURES SCkEULE COUNTERTOP LAVATORY BY KOPLER K- 21a -a, VITREOUS CHINA, W/ IV GEORG E S FAUCET K- �all_4 BRASS POLISHED NICKEL. TOILET K -35 1, VITREOUS CHINA, ELONGATE D BOWL: S1-SOWER DOOR BY KOHLER K-103030, WIDTH 42 " -41" PEIGT 11.5 ", GLASS SUMMER SPADE. backsplash (returns 3 wails) \rd i�d panel "therms roil" DE — All 54 riAR OM #1 PINISH SCHEULE CERAMICI -iE 1505 ESEDRA LISTELLO GARDENIA- ORCI- 41DEA, 2 -1/2" x fro" CERAMICI -4E BY ESEDRA "A" - 15ro5 ESEDRA L ISTELLO "B" - vO FANTPEON TOREL LO CERAMIC,HE 5a15 PANTHEON <BE IG E BY ESEDRA 10" x Io" F1 CERAMICHE 14040 PANTHEON (BEIGE) E) MONOCOTTURA BY ESEDRA lo" �I HVAT1O' G MR, 4 MwaiSo JACO55ON'S RES! shower k-103030 by kohle '`r (L E w 0 O (NI Q u) O re) J DRAWN L.L. CHECKED DA FE MAY 1399 il S 1 „ 0 „ JOB NO. OF SHEET SHEETS, - wan • o ,i — REPAIR JOISTS LOCATED • BELOW TOE EXIST'G B ATOTAB • medicine Cabinet • remove exist. s ink CUT NEW OPENING WINDOW ACCORDING TO DIMENSIONS. ,� PATCH 4 F Intl S ADJACENT P1 .1- 1JJALLS AS REQUIRED. 5,41 CC\ST 4 2 1_ 0 ' REMOVE EXISTING WINDOW � PATCO 4 FINISH WALLS AS REQUIRED. towel bar ' 3 Cs, .7c s ”; Via.- a g � 4,04 �: '1 remove ' door NEW WALL PAtGN 4 FINIS ADJACENT WALLS AS REQUIRED. \ toilet paper holder shower k- 103030 by KONLER CCN11 GTIQ\ F1‘4, - �_w llpap�r 2 -0" r E....EVA:n(3N A bracicgt light Installed 114' -3" APP. med ic,ne cabinet duplex cutlet converte (r13t1 Ilea e40" APP. exhaust ran vapor proof Shower light. light Fixture to ll) fight fixture solid brass pulls . b y clir lids industries, 1„ 111 5A IA COM 1 1 CEILI\ 4 E ECtRICAL FLAN (Du —_ wa 1 ipap��r t' -1" mirror dp -3 -mac, 3" cc HLV\=1Q bracket Iight instdlfed *4' -3" APP. duplex outlet conv ter installed *40" APP. Ped /'G<rei d, , - 1i .2ht fixture FLUMING FIXTURES SCkEULE COUNTERTOP LAVATORY BY KOPLER K- 21a -a, VITREOUS CHINA, W/ IV GEORG E S FAUCET K- �all_4 BRASS POLISHED NICKEL. TOILET K -35 1, VITREOUS CHINA, ELONGATE D BOWL: S1-SOWER DOOR BY KOHLER K-103030, WIDTH 42 " -41" PEIGT 11.5 ", GLASS SUMMER SPADE. backsplash (returns 3 wails) \rd i�d panel "therms roil" DE — All 54 riAR OM #1 PINISH SCHEULE CERAMICI -iE 1505 ESEDRA LISTELLO GARDENIA- ORCI- 41DEA, 2 -1/2" x fro" CERAMICI -4E BY ESEDRA "A" - 15ro5 ESEDRA L ISTELLO "B" - vO FANTPEON TOREL LO CERAMIC,HE 5a15 PANTHEON <BE IG E BY ESEDRA 10" x Io" F1 CERAMICHE 14040 PANTHEON (BEIGE) E) MONOCOTTURA BY ESEDRA lo" �I HVAT1O' G MR, 4 MwaiSo JACO55ON'S RES! shower k-103030 by kohle '`r (L E w 0 O (NI Q u) O re) J DRAWN L.L. CHECKED DA FE MAY 1399 S 1 „ 0 „ JOB NO. OF SHEET SHEETS, REPAIR JOISTS LOCATED • BELOW TOE EXIST'G B ATOTAB • medicine Cabinet • remove exist. s ink CUT NEW OPENING WINDOW ACCORDING TO DIMENSIONS. ,� PATCH 4 F Intl S ADJACENT P1 .1- 1JJALLS AS REQUIRED. 5,41 CC\ST 4 2 1_ 0 ' REMOVE EXISTING WINDOW � PATCO 4 FINISH WALLS AS REQUIRED. towel bar ' 3 Cs, .7c s ”; Via.- a g � 4,04 �: '1 remove ' door NEW WALL PAtGN 4 FINIS ADJACENT WALLS AS REQUIRED. \ toilet paper holder shower k- 103030 by KONLER CCN11 GTIQ\ F1‘4, - �_w llpap�r 2 -0" r E....EVA:n(3N A bracicgt light Installed 114' -3" APP. med ic,ne cabinet duplex cutlet converte (r13t1 Ilea e40" APP. exhaust ran vapor proof Shower light. light Fixture to ll) fight fixture solid brass pulls . b y clir lids industries, 1„ 111 5A IA COM 1 1 CEILI\ 4 E ECtRICAL FLAN (Du —_ wa 1 ipap��r t' -1" mirror dp -3 -mac, 3" cc HLV\=1Q bracket Iight instdlfed *4' -3" APP. duplex outlet conv ter installed *40" APP. Ped /'G<rei d, , - 1i .2ht fixture FLUMING FIXTURES SCkEULE COUNTERTOP LAVATORY BY KOPLER K- 21a -a, VITREOUS CHINA, W/ IV GEORG E S FAUCET K- �all_4 BRASS POLISHED NICKEL. TOILET K -35 1, VITREOUS CHINA, ELONGATE D BOWL: S1-SOWER DOOR BY KOHLER K-103030, WIDTH 42 " -41" PEIGT 11.5 ", GLASS SUMMER SPADE. backsplash (returns 3 wails) \rd i�d panel "therms roil" DE — All 54 riAR OM #1 PINISH SCHEULE CERAMICI -iE 1505 ESEDRA LISTELLO GARDENIA- ORCI- 41DEA, 2 -1/2" x fro" CERAMICI -4E BY ESEDRA "A" - 15ro5 ESEDRA L ISTELLO "B" - vO FANTPEON TOREL LO CERAMIC,HE 5a15 PANTHEON <BE IG E BY ESEDRA 10" x Io" F1 CERAMICHE 14040 PANTHEON (BEIGE) E) MONOCOTTURA BY ESEDRA lo" �I HVAT1O' G MR, 4 MwaiSo JACO55ON'S RES! shower k-103030 by kohle '`r (L E w 0 O (NI Q u) O re) J 0H1 -1 1D tie-HM/5D 4 /� v-U p A t I 5Xls'ffH6TO { pfr1:21`IfiloN W INWU r 1 n 1 g leM o N I" M 1 irr6n Ov1" ty 0-- r r :::2r o2�� LooR i4' =1_ou ,74 -) rit;) w e 4eb c_ eil.. gibe � - ��e-� b --\ (t T tD . ) ,) % d` 6p. ■ A I I ---5-2) 12 2. (Hc/j4P) sWiNG I�J INDOkI 66 H EpUL�. (u/rr i °4 1-k 1/\1 eA � w c I= c rt- - ,4/ I ry o Ns 0 1"6Fi5 A , NE0 i ov , 15, AT MA - UP vi''t*4 I r ' p ALL v 51.-c re) EEi "' 2.0 pr+.s L - , rN 1 1 / P 64)A ¶O U 9 'c i" 15W L9M2. 0 ca 0 N 0 0 C!) 1 Y O a I DATE 1 1 J08 NOM °11' 1 2 PLUVB \G \OYES 1. ALL WORKMANSHIP AND v1ATERIALS SHALL BE IN STRICT ACCORDANCE WITH THE S.F.B.C., ASME CODE AND AGA REQUIREMENTS AND ALL OTHER APPLICABLE LOCAL CODES. 2. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING SUBCONTRACTOR, ALL PERMITS FEES PROGRESS PLUMBING SYSTEM SHALL BE FULLY OPERATIONAL AND ACCEPTANCE BY THE ENGINEER SHALL BE A CONDITION OF THE CONTRACT. 3. CONTRACTOR SHALL VERIFY THE LOCATION OF THE EXISTING WASTE AND VENT LINES. 4. FURNISH AND INSTALL APPROVED AIR CHAMBERS AT EACH PLUMBING FIXTURE GROUP. 5. ALL MATERIAL AND FIXTURES FURNISHED SHALL BE AS SPECIFIED ON THE PLANS OR SPECIFICATIONS. 6. CONTRACTOR SHALL PROVIDE FOR ALL PERMITS, INSURANCE, INSPECTIONS, AND TESTS. 7. DRAWINGS ARE DIAGRAMMATIC, CONTRACTOR SHALL VERIFY THE LOCATIONS SHOWN ON THE DRAWINGS WITH THE ARCHITECT PRIOR TO COMMENCING WORK. 8. ALL SOIL, WASTE, AND VENT PIPING TO BE PVC SCHEDULE 40. 9. DOMESTIC WATER PIPING TO BE: ABOVE GROUND: COPPER TUBING TYPE "K" HARD TEMPER WITH THE BRONZE OR WROUGHT COPPER SOLDER JOINT FITTINGS. BELOW GROUND: INSIDE BUILDING- COPPER TUBING TYPE "L" SOFT TEMPER AND SLEEVED. 10. DOMESTIC HOT WATER PIPING SHALL BE INSULATED WITH 1/2" ARMAFLEX OR RUBATEX OR EQUAL. 11. GRADE SEWER LINES A MINIMUM 1/8" PER FOOT, ALL LINES SHALL BE UNIFORMLY SLOPED. 12. WATER VALVES FOR COPPER TUBING LINES SHALL BE BRONZE BODY WITH PRESSURE RATING OF 175 LBS., NON SHOCK COLD WATER AS MANUFACTURED BY NIBCO OR APPROVED EQUAL. 13. PIPE HANGERS SHALL BE OF THE TYPE, SIZE, AND SPACING AS RECOMMENDED BY GRINELL OR THE CODE. 14. CLEANOUTS SHALL BE PROVIDED ON STORM AND SANI GARY PIPING AS INDICATED OR AS REQUIRED BY APPLICABLE ORDINANCES AND REGULVTIONS. CLEANOUTS SHALL BE AS MANUFACTURED BY ZURIN OR APPROVED EQUAL. 15. ALL PIPING BELOW SLAB SHALL BE A 2" MINIMUM. 16. ALL FLOOR DRAINS TO BE RESEALED BY MEANS OF A WATER SEAL OR APPROVED PRIMING DEVICE S.F.B.C. 4613.10 (0). 17. PROVIDE ANTI -SCALD VALVE AT ALL TUBS AND SHOWERS. ELECTRICAL \OTES 1. ALL WIRING SHALL BE COPPER THWN 2. A/C EQUIPMENT SHALL BE FUSED AS PER MANUFACTURER SPECIFICATION 3. PANEL, CIRCUIT BREAKERS AND WIRING SHALL BE FIRE RATED 75 °C SV O '<E DETECTOR \OTES S.F.B.C. 3127(H) REQUIRES ALL DETECTOR INSTALLATIONS IN GROUP II AND I OCCUPANCY, SHALL BE HARD WIRED TO THE ELECTRICAL DISTRIBUTION SYSTEM AND ALL SUCH DETECTORS SHALL BE BATTERY BACK -UP. ALL SUCH DETECTORS IN NEW CONSTRUCTION SHALL BE INTERCONNECTED WITHIN INDIVIDUAL LIVING UNITS. q� u 2 -P e v4 " II ViTz-'a 1 /0110/4I! 0 z 0 o 14 � O 0zw • E- - Cf.) W cn o •Q N 0 C • a) 4 O C O - 04" .0 O C ,. . a 0O L w - ° A v o v 0 a _ 0 • ° °>,C� C 0 a • G d 0 0 L O Q k.. 0 C w C O U • 4- 't) vl (1) N O 0 ) C s c 0 j C ' E 4)L 0 -4-' 0 4.+.a)vo c L. s�0 • CD :E 0 22 0. L. L) - O Q0, O o+' cs E - 0 L o • c +' o c a L L., ▪ 0 L U O 000 ES_ 0 t T 7 4 c200 � c v o 3v O L O C V 0 0 + U a) 3 5 U N c o-� U U L U F 0 O ▪ O U.N v 77 DATE 1/2.-1 10 9 q JOB NO. M • 1 1 U 4) U 0 2 r .1111S 311,11.Uttg AAS OFSIGM0 uN , cCCADA IAId t L Il0,k 301k.01.l `G ($4;91. U;1. ii Cci. )`y'Y .'4 l)1'ftom 1. A r *fiS1' i1)01 toN, IND IP rD 120 M111 X 0.6 .')/ Ir Ia A 4l �t, l� 'UO�/VD, S P t: 1.�• ! p ) MI TIT l A �.V N ( G C1 a. ALL RRINIYACiNc; 31' ",; , SiJA1.1. B8 DETAILED IN AccoRDANcji `:VIY"ll A''1 313 LAT T EDITION. IIiJN(R1sEE SHALL H3 31300 P31 unir irit AT 73 DAYS. REINFORCING STEEL SHALL DEGRADE 60 3.THIS DRAWING IS TO BE USED IN CONjUcTIOl WITH ArrM:11ED COMPUTER PROGRAM GEOMETRICAL DETAILS. 4. MATERIALS USED IN CANOPY SPACE EWAM8 STRUCTURE ARE: ROOP - 3Y8e. EMT 1/2" DIAM TUBES WITH 43101 YIELD STRENGTH '.:o1.UM24 - 1 /2" DIAM 3Tt: PIS YII ..D SIRENTH 43 KS! P1r18 SUPPORT i COLUMN (0 `:YE(EELS - STAINLESS :11111 PIPE 1.3/8. cam) w)TU 1/3" `IIALL.3 3LAR'/ D TO 3-1/8" STAINLESS ST ;EL PIPES 'IITH 3/16" -v.1Lt,S. Plrrl3 111 1.0 STRENGTH 15 KM. COLUMNS AND RCCP STRUCTURE ; 0IIYS A9...8 )`I) 013 . ?LO D ALL MOUND PULL WEI.(i6. ALL WhIDS ro :3 _'Er 00xY ;?? .ti.<i`ac)Di3 4ICOI tE11C 1rS OP AEC. rll %o. rile Sk .EYM) PIPES 111PV'0141 G THE COLUMN ROACTIO t3 x(113 e't 1. 11)ATU X`1 M1A1..L HAVE AN ;1315X r lt M i',cLT t ' 11'11 NUT ?:cil;t r !NG `I 111, 1 r R TENStOfl L VLia `r ma cue'.St ai rti3N. G. ALL SI r.1. CONSTRUCTION )'O \li'. T A /SC, 3141 EDI r ti '# amiREd,3 J'i'i'S. 1. STEEL PLArk3 A t$ TO 813 L' fALB 36 AND MALL lIA' /3 coAr G SOP PRIMER. 3. T 13 c ti:UreD rls'DOWN .RCO3 113 'rag CANOPY FOUNDATIONS SHALL )E )ESDGNED BY A SOILS ENGINEER LICENSED IN T'118 STATE OP FLORIDA. 90 96, 3 5' sirE PL/U'J 20 v i+,I.wrsw ift; lza,* O. .. ...- .a+5.: ^ c.- -A -sp a. w..ev yrv..-.i•v,b §....�. y . �.> .. a.e w- .ra.:. ar. s ..du�: ^S:d . n+r . . .a .. y,xra . s L"6EY a. t .., &JR s.r .. 2 X S• PAIN( k0 011/% 1000i4 Ct[AAFFIAT • • Mil PLAN NOTES I./MISTING DRIVEWAY PROM Snuff. 2. EXISTING RESIonirIAL STRUCTURE. 3. EXISTING CENTERLINE CANOPY FOUNDATION SHALL BE A MINIMON 3 1sT 1.110M EXISTING SWIMMING ixt WALL - Ti.)13B VERIFIED BY :'OILS .1. SEA 'HALL PILING HAS no OM.KS EXTENDING 20'-0" BrlmAY'ED DISTA? CE 9 illUID WALL. WHEN CONSTRCc:VI G CA li)l%Y iourIDArt(x1, miss r18 H.1iiS ARE '1'O OR AVOWED. 3. RXi ►r1NG SSA 'WALL WITH PILING AND TIE BACKS 3. atPRMEN1"3 ALTERNATE LOCATIONS OP VORTABLE CANOPY. CANOPY FOUNDATION IS TO REMAIN 2' -0" AWAY FROM EXIST1HI) FOUNDArIOt +S. IN ARRA OP rill MU( ON SW CORNER OP CANOPY LOCATION A, SOILS ENGINEER TO (SIGN CANOPY TIE GOWN TO NOT IN (ER1 iRE Win' TIE BAU.3C SOIL STRESSES. /. EXISTING PALM TREE 8. EXISTING; • ONCRETE SLAB ON GRADE. 9. ALI. SITE PLAN INFORMATION WAS SUPPLIED BY "I'HBOWt11R, WHO IS RESPONSIBLE FOR ITS ACCURACY. THE OWNER IS ALSO R$SPONSIBLJ FOR S1'TJ3 PLAN TO LOCATE UNDERGROUND UTILITIES. N ,___ NtItti (IN_ 1 L a `' t o Ni o ( C ' ) `L 2` -(.) /`U ei - I � I) �I D•0011)4,& rrourrb -rcE A J L ely 6361L5 e 6gcu, t SE C rIq i 3/4"= ( o 2 42. X; orx 1,1-4 *IN 2" , r S I ' i i9y.vori too - re ZefrJr: i .5/(0` 04 W(c t,- 1,4x 601 Y n 3 3NOt n) N 1 PL.Afr) SGC11oN PLAJ OF FDUl%lDiaTIaLI e COLUMN 3/4" 2 I'- 0 (EE Jo 56C 7" i) d*(AAYAsevut-- REVISIONS SY 24 X 3$ PRINTED 1000/4 CLEAR/41NT • ISOMETRIC Ot riPica COLUMN._ 1. mEteud Not $110wN IN 10.1E11ic MUST atamovitk Ford wtitaaiie. - 1 LEGEND ! 9UJ 4,10 Olt. STRUCTURE NorAtt m(11003(01$tiNoORACINOmitipos)ARE stiowNIQRSLAMIY @ goia Levet. 1 - ADO 1/2" DIAM ASTM A33 GR 13 OR A301 PIPE *1 ADD 1/2" DIAM ASTM A33 GR 13 OR A301 PIPE TO EXISTING MEMBER 111 ADD OR REPLACE EXISTING MEMBER WITH 1" DIAM ASTM A33 GR OR AO t PIPS gt:fit PENETRA1IOAWEE0 AR LL E iitetp TO COT' NO tittieErt WITH 4- L000 ciAxim *WW1 NEW mEklEtEA Mat O wEtota FULL 0 AT JOINI INTERSEC IRA to INIERsEeriNotitieERS TRUSS LAYOUT PLAN TYPICAL TRUSS °A' ELEVATION_ 1. COLUMNS ARE NOT PART OF TRUSS ,Sr *MIN:4w V.4 fpOMETRIC9r.10.o.F .syloinmemt. Mica TRUSS ELEVATION 02 ANO 03 TRUSS ELEVATION 131 TRUSS ELEVATION 134 11.4111101W4. ' 45.4r44., L01:1.4.610-ThAlhafial111WWW' 3 REVISIONS BY Sheet • Date 8.8!. scale //-_,W DraNn Job 900 e.as Of 1 -- Sheets k 24 X 3$ PRINTED 1000/4 CLEAR/41NT • ISOMETRIC Ot riPica COLUMN._ 1. mEteud Not $110wN IN 10.1E11ic MUST atamovitk Ford wtitaaiie. - 1 LEGEND ! 9UJ 4,10 Olt. STRUCTURE NorAtt m(11003(01$tiNoORACINOmitipos)ARE stiowNIQRSLAMIY @ goia Levet. 1 - ADO 1/2" DIAM ASTM A33 GR 13 OR A301 PIPE *1 ADD 1/2" DIAM ASTM A33 GR 13 OR A301 PIPE TO EXISTING MEMBER 111 ADD OR REPLACE EXISTING MEMBER WITH 1" DIAM ASTM A33 GR OR AO t PIPS gt:fit PENETRA1IOAWEE0 AR LL E iitetp TO COT' NO tittieErt WITH 4- L000 ciAxim *WW1 NEW mEklEtEA Mat O wEtota FULL 0 AT JOINI INTERSEC IRA to INIERsEeriNotitieERS TRUSS LAYOUT PLAN TYPICAL TRUSS °A' ELEVATION_ 1. COLUMNS ARE NOT PART OF TRUSS ,Sr *MIN:4w V.4 fpOMETRIC9r.10.o.F .syloinmemt. Mica TRUSS ELEVATION 02 ANO 03 TRUSS ELEVATION 131 TRUSS ELEVATION 134 11.4111101W4. ' 45.4r44., L01:1.4.610-ThAlhafial111WWW' 3 REVISIONS BY Sheet • Date 8.8!. scale //-_,W DraNn Job 900 e.as Of 1 -- Sheets 44 : Ott r4 • s • ' - • I -1 0 OENKRAL 1101g.S. 1T1L SlIk.V01,1$.4..4.1413E.E0 £$1GHJ31LN. ACCORDANCE WITII TJIB SOUTI1 PL910.01v0.Q100(c:(CODSi DADS COUNTY ADDITION, LATEST EDITION. • . WINO Rg.moyo. 71..M.P4WIT..0.Assfotrao.m. • Of.,151.31AILED IM ACCO1W:0CE . I'M. '.• Oticssq: if•ALI-, OE 3000 . sTftwoTti AT OR4D860 •'' 3; tiia Owtt13g4:• 4,01)9.f:0144e No L4 AT1NG UNDE4GROUNO UTLLITII3S PR[Ofi YCQNST1kVCTIQ& SPACU VRAMI3 STRUCTURE SI ON REAM IS PARTIALtY . ..IWO:: LT 0 .(4."1404 R LTV TO J3RING 0 1 4. 1 §TINq4104.001 1 . 6 ofirq. AccopArics 1)1.113. TIME PLANS. 4.•.14/101..iA4*.V$A4 IN CAHOPY PAC 1RAMB STAUCTUAE . "..10200.-'0.-$1.041041" kir .0Am- Tv8.n-WiTit. 4). Ks t yiEtco $TRBNGT1J ktAbl:sTrotte PIPI3S Y1,?0sTgBorn 45 KS I_ • - ...11,0400PPOI.,1 3TAINLESSS*040 PP20 4.-3/4" virAtts.., 4$.104i.g.0.. TO 3410' VAttsit3$3 01 W ITO . ..'.. - )t..t4"....,N , 14 ! - .piPa.,y.mo sugoorti 4$ K31. COLUMNS AND gooji g ,r q • V il l . . ... 4 •••••• yr •• • .• * • r .... • - .• - ,-. . • .- , y. " .- , .., • .. . • • • .. ' 't •'''' -§_ _•• .i • •-:'•491NTS: ARIL TO 1,0:' W 09•04...AL.L 'MOUND Pul.,1 w,gtAxi. Au. HI,Y4.t.94.:......9' .•.1110' 0:00••13.14('Ig403j1.0y1•Rt4ENTI Oft Al$C. 8T11 20 • THE. .: ;-$..t. pto..0 isuPoov10•. .. ..0•• ..:Oritql(34$: • TO TO .., OU..0ATI $..4.4 ..::4:0........4101 ..t.toovc4(..• goo wim. - NIA. :..0.;*.g...).:Aspi)--j*rotilisi.ott..o,.k?tflm,,_ 8 ,.. •„, .•.,..., 4 ,._• EDIT ip .:.... , _ .::....;.:".. . ,... - . . . . r.. '... , . ,,I,J41.,.0.0.#.• OkORvq19ot6:14#07..V4%,.:.m ri monuimg0Ts, .. : TI AR , ..+4 - 0 ::04. Mito.0..1. .r..'.A.ort' SitAt.,..h. 11AVE COAT OL ., SHOP 1k..,M4,....:.'. : •• ....,. ' ..• ' .', ''''' ..: ,..',•;',....• .:.: ..-...*--:,,, .,- • 4 '.,•-,..T.41.;.•'•cgo.o.t.tts. i. 'Lwow It RO.M.', I (14 Ttt$ CANOPY FOUNDATIONS SHALL 13.11 . • • . •• ,,• • ... • , •• ... , „.. .. ._ . 4 . .. , - ..0 .011..$$$'..,;,•"....4ge /4414 A4. sr . •... •.. , . . . . • . . ' . •' , • "• . . ■ ■ t -,. ' .• . • ' ' '' • - ' ' ' •''' ' • ••'' ''''' f ' : - ''' ' - • : : ' • :' ; : . • ' -'. : '17 H-. • • • . " • • "' • . -A. ,,.;., . • , ' ' - ..?r ' -). -'. ' • ., !r • ., . - - • ' to 4 lvoto 7i ro I A N s E 716 /.)0wAy *No te Sfl WAWA /IRICA/CEC tA our etVey/ae _TyPtede., _ $9• 5/. 84° fe,e/Herg.e.. attioPy /940Ve *OWNER TO COORDINATE EXACT DITlEt46IONAL REQUIREMENTS WIT EXISTIO CO4011104. lere A/oie SITE PLAN NOTES 1.8XISTINO DRIVEWAY FROM STRUT. 2. EXISTING RESIDENTIAL STRUCTURE. fiegfe to secr *0~appuweamodat 3. EXISTING CENTERLINE CANOPY FOUNDATION SHALL OS A MIN1MUN 3 FEET FROM EXISTING SWIMMING POOL WALL .443-04-VERifIf30-0 .---ENG1r14-BERr 4. SEA WALL PILING HAS T113 BACKS EXTENDING 20' ESTIMATED DISTANCE BEHIND WALL. WHEN CONSTRUCTING CANOPY FOUNDATION, THESE TIE BACKS ARE TO BE /VO1DBD 3Q1L 6001.00 APPROVe LOC A' otrti4 5vreogr6 EXISTING SEA WALL WITH PILINO AND TIE SACKS 6. REPRESENTS ALTERNATE LOCATIONS OP PORTABLIE CANOPY. CANOPY FOUNDATION IS TO RI3MAIN 2`-O" AWAY FROM EX134ING FOUNDATIONS. 7. EXISTING PALM TRES tf EXISTING CONCRET0 $1 ON GRADB. .9e6 Ced. Akere 40 4.6 r r 4A/0 / tIlve,1t) gee athile2 Alole 2 gee Faintly. Al'ore _ 96q / 0:00,49, rio re' 4 - - 9114 cOLIA/0. 5- #44044.) foe/A/). Amito e isetigii ‘ A-ra- (-• xeA A410 'eau° Aiord 4106ew _54 ,e11,4i0, 14Jo7 7 -- 5"ife 14reff 13- 41.7 ffe)4410477,0 E6 asi C A 61 g N-41t • 4/410,4770A.1 rOUNIYAT ION litnE 1. TO 20ei3Otif wit:tut I&DONNECT SLEEVED PIPES 2.$EDE1AU, W P4 IFE V N I136 CAt It t rr Y R P E 144 11 1EW O I r t EtI Fiti V°IsiEf i i°17P131*?( P E T°VI PAINTED WITHAPPROPRIATE EXTERIOR AND "J" 130,!,,T3 SHOULD BEAT APPROP COVER. COVER I$ TOAYOID IRIP HAIARD‘ SNUOLY IN CONCRETE LIP. AI TiottAf.)oviti SITE PLAN, IHE SOUTHEAST CORNER OF CANOPLWILL 6( OVER EXISTING. t • Q. 4, DETAIL AT-LW FOR THIS coNottiON. 1.14.4 4. (*0)3/4" D1Ati X a, A301 *al T W/ 4'4-MKS AND with NU($ S . E NOTE 2 ABOVE. atifiR-wtisift • - • ; ,1 •PtAffKeitreitff***, Itit-etfttER 5, FOODAII01310 6 g DIAMETER 11 'MUM Co" DEEP WITH 4 5 BARS AT 5 ' OC TIMIPIU11A5 SHOW, (REINFOACINOVOI wiEflAt ICALLY - EXACT QUANTITY NOT SHOW). TOP OF routiOATIOI ELM/N(1014811MA. NOT ARV 1 THAN +/- 1.5" BETWEEN FOUNDATION& ; 50. ( 2) SOIL ANOTIOR*BY OTHERS TO TAKE A KIP UPLIFT LOA() AND A 2.7 KIP LATERAL SHEAR LOAD EACH SOIL ANCHOR 1$ la BE C4PAO(f OF WITHSTANDING THIS LOAD INDIVIDUALLY. OtHERS TO A1O PROVIDE DETAIL °, ANCO EMBEDDMENI IN NEW FOUNDATION. REFER TO PIN Al LEFT FOR 1.001111 ANC -i.,ATTACtimOlV81 0 01 11E OOWt43 I wiLANCHOJAS 6Y OTHER& RECOMT1END STAINLESS STEEL CAKES WITH TuRN6WKI 60k.r$ WITH NUT$ TURNBOCKLESNiqkYE 0us ors mip) - roam too LITItIU tiote 6 ABOVI. OTHERS TO INSURE DETAIL 'IBM DOE NO OEATE. A TRIP HA/ARO WN TIE DOWNS ARE NOT IN USE. 'S. NporopuivAitOi DiAktEIEft X -p DEEP WITH 4-4 BARS acti WAY BOTTOM. TOP OF FOUNDATION ELEVATION SHAL NOT VAAY MORE THAN +/- I.5" BETWEEN FOUNDATIONS. Q. REFER 10 NOIt 6 ABOVE roa 60.mo-1cl Lot roittm SOIL ANciloAS BY °1H�$ 10. EXI311140 SLAB ON GRADE OR EX1311 NG qRAOE. IF EXISTING °RADE, ova4rt TOO1RM Al A SLOP( t4Ot TO Exc(to mfozoNfAL T9 VERTICAL MERE REQUIRED TO KEEP TOP OF ,FOUNDAT IONS IN TOLERANCF.REQVIAED its NOTE O. ESAWCUT FOR NEW FOUNDATION MO itilt4 LIP M r 'COVER IS ., 10 BE I BE PLACED OVER NEW FOUNDATION piywo" THICK flAFtINE GRADE AND Lire PAINT. WHEN COVER IS PLACE, FOUNDATION ELQA11.00.10AVOID INTERFERENCE WITH EN FOUNDATION 13 NOT Iti USE AND SHALL FIT j t 7.r.2.7.:=.=:".... _ -.........,....- ...... --‘ •`' "s o!"."' " 4 4‘.„.„.‘• ,, ,e , o, F „,,,„, 4.e6 A 5 Gal Foie 64, .>66f Cv8) A/OM k) * Atle SCA "rlitAAM.4)*"4- ARIAIA Scale A j oA i d i Drawn / Job 9 e jogl Sheet Of p Shaots _. #.111I5 STIALI tU HAS MN Cc [l, If.0 IN ACCORDANCE Y/lfli HIE SOWN 1d1.Ofil #,)A 13'UIt..Olt'41 (:jJT4, DATA (CUM Y .% )I f [CN. LA MT ADDITION. WIND `B 1)- 120 M141 X 0.6 'WITH AWNING RIIMO'l n. a liifl c s: 'MY 13 MI:1 `/1 AWi#1 Gt:'�° 2. ALL R;3uNi'C ACI G 3"f20, SHALL B8 13Ia1'AIt d Ul ACOGROA.Mt ' %i 1 I1 ACI 318 LA MY' ?D)Tlt) 1. CCN 3i 3 SHALL DO 3(301) ;r.'3l 3f w. il'I1 23 DAYS. REIN iCtICING 3f} 1.. S1 BB (RAW psi) 3.1f1i3 DRAWING IS TO ES USED IN CONjULTIO l ' /I(1I ATTACHED COMPUTER PR(16RAM GM METRICAL DETAILS. 4. MATERIALS USED IN CANOPY SPACE FAME STRUCTURE AR& ROOil - Sleet. EMT I /it" DIAM TUBES WITH 43 Kill YIBLD STRt MOTH COLUMNS - 1/2" DIAM STEEL PIPES Y IELD STR: 1H 43 KS! PIPS 3 #JFrAI PROM COLUMN TO WHEELS STAINLESS S DI PIPE 1 -3 /3" eO WITH 1/$" WAIIL3 3L VI�.D TO 3 -I /3" STAINLESS STEEL PIPS W1T11 3/16- WALLS. PIPS YlrLD STREW. t°H .13 K31. COLUMINS AND !MI 31 01(.11MB ;01 ;111 ARK 'TO 83 :11/11.0.0 ALL .'t XO1J1' -II) VULL WilEd. ALL %YAM TO A iE sr i0XX ilAMOD3 RiitAIIRMIENTS OF MSC, 3f11 D. 1113 31HIVED PI '3'3 SUPPCATING 1113 Ct LUMN R13ACy'[I)NS TO r118 I;o#JNDAI'[t 1 311ALL HAVE AN A3 15X THROUGH <• WITH NUT iNO:TItIi; them fr>ti °i` ; Situ UPiler [►uAljlt)coi 3rau rl')N. 6. MA. +[t? !, (Jitiirnt.'f MI TO Miff AM. 3111 "OI 1'1CH R cUIBBM IN'IS 7 SY I. pLAIt3 ASP. TO G? CRAW 34 AND 1) :)11 AL[, HA V3 (0Af #)? 3f1U1) rtll�llr:R 3, r1[; t; ttlur D rl1,osv?I Ftiocd ltl ilia (: %COY t'()U 4DATIONS SHALL 83 W. :SI 3M.D UY A SOIL'S ni4I11t R IJ[#VISE() IN THE STATE OF FLORIDA. 26 X 56 F .O ! O4 5K2 1X H CLL>RFSCYT r .,. �e .., ..ur. .,t,...., 2o' .,._aorum.... wawa car SITE PL4 20 `0 ..:. ,- ..,,� "..,�., .h .s .�...- „S AW, ..Y -.. .. -� <,, . ft .gy m, •re,-,,, ArAAM Ac A ;10-1 A., V .�.�, MISTING DRIVEWAY FROM STREET. 12. EXISTING RESINIff IAL STRUCTURE. K, {isriti; CENTERLINE CANOPY FOUNDATION SHALL 13B A MINIMUM 3 I;B'r FROM rix13TINo SWIMMIU33 NFL 'WALL - TO 80 VERIFIED 13Y OILS J 1 MEP. R. 1 SEA WALL PILING HAS TIE DAMS EXTENDING 20' -0” ESTIMATED D V1'ANCE BIH11'ID WALL. WHEN CONSTRUCTING CANOPY FOUNDATION, I SE 1'113 BALKS ARE TO OS AVOIDED. S.: XISTI G vi ALL II fH PILI ?IG AND r12 BA(XS 1PIti'3EN1'3 ALTERNATE LOCATIONS OF VORCABL$ CANOPY. CANOPY 1`o .11D A TiON I3 (0 REMAIN 2 -0" AWAY FROM EXISTING FOUNDATIONS. IN AREA OF TIE BMX ON SW CORNER OP CANOPY ICCATION A, SOILS ENGINEER TO DESIGN CANOPY TIE GOWN TO NOT INTERFERE WITH TIE BA€K SOIL STRESSES. J. EXISTING PALM TREE 8. EXISTING CONCRETE SLAB ON GRADE. 9. ALL SITE PLAN INFORMATION WAS SUPPLIED BY THE OWNER, WHO IS R&SMNSIBLE FOR ITS ACCURACY. THS OWNER 13 ALSO RE3PONSI8L8 FOR 31)`3 PLAN TO LOC,ATH UNDERGROUND UTILITIES. „1111r...wil•E— D ,k111)I&& 2ou - re b -n e Denoi 6y 541L5 '85 Get. Ye( 3EcTIO 3/4 " S e - 3/4 r 1 0 (sEE do SECT i) ISO - re Q E: t tJ F : $5/G" 04 1 x(4,- I.4-x 1.4 A5 5r {O i -ryp PLA S) t 5e01100 PLA1 OF FOU 1s-I DAT I O 1..I CCU LUM N Date — 7 , 12 90 Scale 5 1- 10;,�� Drawn J fk/1 Job 90023 Sheet Of F 4 Sheets