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325 NE 96 St (5)REVISIONS BY A 7- l5 -Ot c . J . a I►1 00 I 0 I iNn ( J > - O [ 0 U (r) > 111 CY ( (- 0 ) V CY n n> V < a Q 111 CY CY > III Li CY CD 0 I^ CY U; V V I - 11 1 (O U III }M n 111 > I I I 0 / n 0 IY l_1_ u J 0 cN In Date: 7 -15 -2004 Scale: AS SHOWN Drawn: CESAR JOFRE Job: McCoy's deck. Sheet I 4 S o Of 1 Sheets. 22' -6" 10' -6' OPEN TRELLIS FRAYING PLAN SCALE: 1/4" = 1' -0" FLOOR LEVEL _ 4E1 16 "x16 "x1 9' OW- 4 6' -8" 4 ' r " 1 f_ c lI it tt 7t ■(`7OPEN TRELLIS 9 JL V _ U._ _ J JL ELEVATION EAST — STAIR AND RAILINGS SCALE: 1/4" = 1' -0" r OPTIONAL RAILING STYLE COLUMN - BEAM PERSPECTIVE 6x4 6x6 COLUMN 2x6 - RAFTER SEMCO OR EQUAL STRAPS. USE ALL 1.25'"NAILS PER MNFR'S SCHEDULE RAFTER TO TIE BEAM CONNECTOR 4 x 10 COLUMN -BEAM PLAN VIEW COLUMN TIE BEAM TO COLUM ELEV. TRELLIS FRAM I \G DETAILS NOT TO SCALE CORNER COLUMN - RAFTER ELEV. 2x1 OR OTHER SIZE IN E NUMBER AS FRAMING PLAN). 2 NAILS AT EACH CROSSING. 2X6 RAFTER TRELLIS JOIST TO RAFTER VIEW JL N F 18' -8" FLOOR PLAN DECK AND FOOTINGS SCALE: 1/4" = PERPECTIVE VIEW NOT TO BE SCALED 11' ■ CONSTRUCTION NOTES 1/2" DIAM. STEEL BOLTS WITH HEADS AND WASHER TOWARD THE OUTSIDE. 2 BOLTS SET VERTICAL AT 3" APART ON CENTER. TIE BEAM SHALL BE 6x4 PRESSURE TREATED WOOD. 6x2 TRELLIS RAFTER, PRESSURE TREATED WOOD, FASTENED TO TIE BEAM WITH GALVANIZED METAL ATTACHEMENST EQUAL TO: "SEMCO #CLP5" USE ALL FASTENERS BY MNFR'S. SCHEDULE. OPEN TRELLIS CROSS MEMBERS, 2x1 P.T. OR 2x2, OR AS SELECTED BY OWNER, IN THE SAME FRAMING FRAMING STYLE AS SHOWN. 2 NAILS AT EACH TRELLIS TO RAFTER CROSSING. 6x3 APEX TOP BEAM P.T. WOOD. FASTEN RAFTERS USING 90' NAILING PLATES, EQUAL TO: "SEMCO #CLP5W" . C_LA� A, JoFF't= 7 - e3k - sZi -r(. 6II SW IO2 cr, MI pfdt' l - Ft. . 330 1111111111•1 • . 4 , = ir" *pi awritka - i r\ N • • . o p 4 a c o r g : A " f0 5 5e1- 4, I .4F-X 1 4 ,,- v. ...,.. . • ...-- ..... ',4' .t. ... 4, , 4 ,.., ,.., .1... ", ' '''', ' , •.-7,..' 741 ;.... ', r ''' ''' ' 1:"" '‘....." •;" ''',` ' • -. .S , '' '' t :: ' ' 4- . -, ,‘,.....:,, .1.• .,,,.. ',..s k 4, 4 ; .,. r .•.:” . r c. , i..j.. ...„•,.. ., .. e ,,y , ,,,, , a •:.„):.: ' k••• '-- '',' : I . , . r• ' A , 2; 4 '4' :..‘, , • • ., ..... . • : , • s. ••':•`;'*• • ctimtiViti _ '7;7! ." • e 4 ', " • Ey •••`-'4- REVISIONS BY E. Al Date q- w_qg Scale AS 540k.)0 Drawn C 3 , Job M CO/ Sheet A -4 Of Sheets 2' -4 1/16" L 12' 8" 0 SCALE: 1 /4 " =1' -0" 0 6 ' CO\ CR - TH HOOT 9' -2" EXISTING DRAINFIELD AND SEPTIC TANK OUTL SHOWN IN DASHED LINE. NE \CS P A\ 9' 6" 11 -10" 4'-8" EXISTING A/C 99 99 12' -10 15/16" "I" BEAM S B - A ZE v SCALE: 1 /4 " =1' -0" - '4/ S PLA\ 9'-6 11/16" "I" BEAM SIZE ANCHORS BOLTS SHALL BE PLOMBED, CENTERED AS PER BEAMS HOLES AND EXPOSING 1" OF THREAD. CLEAN THREAD THOROUGHLY BEFORE CONCRETE CURES. "I" BEAM ANCHORED TO FOOTINGS WITH 2 "L" BOLTS 1 /2" BY 6 ", AT EACH END. C o A. JcFre P.6 f?c . F 28S3/ 8 421 SW !02 cf. M r,afrc(_ pc. . 3 3'8( (3o6J27/ -2367 REVISIONS BY _ 1 ) ,• 1 I Date q _ p -IS Scale AS Stu Drawn C Job Mc Ca/ Sheet A -5 Of Sheets 2-4 1/16" ■ L_ / C / OUTINE OF EX STING DRA N FIELD AND SEPTIC TANK IS SHOWN ON DASHED LINE. CONTRACTOR SHALL BE FULLY RESPONSIBLE TO LOCATE THE DRAIN FIELD PER FIELD CONDITIONS AND ADJUST PLACEMENT OF FOOTINGS IF NECESSARY. 3' -6" 1 1 A 3 -9 1/2 2'4. 3' -8" 3' -8" 16' 1 3' -8" 3' -8" BAS - F- RAV H PLA\ SCALE: 1 /4 " =1' -0" 2-2 3' -6" 3' -6" a El a / 1' -4 5/8" 9 ' -2 " 11' -6" PLAN VIEW OF POST.TYP. 7 "STEPS 1" 16 "RUNS EXISTING A/C 4" FLOATER. (6) (1 0) • —�7— 13' -3" 2X8 LEDGER,FULL LENGTH. OOR \G F-- RA SCALE: 1/4"=1'-0" 16' FROM CORNER TO CORNER 1' -4" JOISTS SPACING 0.C. TYPICAL. 1 11 P A\ 1N 1 8'314" SHADOW OF POST.TYP 10' -10 5/8" FROM CORNER TO CORNER 12-2" FROM CORNER TO CORNER 4 4' -4 7/16" FROM EDGE TO EDGE OF OUTSIDE JOIST. CONSTRUCTION NOTES ALL BASE FRAME MEMBERS SHALL BE PRESSURE TREATED WOOD. BASE BEAMS SHALL BE 4X8. COLUMNS OR POSTS SHALL BE 4X4. EXISTING AIR CONDITIONING CONDENSING UNIT SHALL REv1AIN ACCESSIBLE FROM THE EAST S DE. DO NOT ENCLOSED TH S EQUIPvIENT. THIS STAGE SHALL BE vIADE REMOVABLE. BASE WOOD BEAMS SHALL BE STRAPPED TO THE SUB —BASE STEEL "I" BEAMS BY GALVANIZED 1/2" '' STRAPS. SEE DETAIL ON SHEET A -3. EXISTING CLEAN OUT ACCES TO SEPTIC TANK. K4) TH S STAGE IS FIXED IN PLACE. THE TOP EDGE OF THESE JOISTS SHALL BE TWO (2) INCHES BELOW THE HOUSE FLOOR FINIS —. ALL OTHERS LEVELS OF THE WOOD DECK W LL DEPEND ON THIS STAGE LEVEL. C6> ISTALL 45 DEGREES ANGLE SUPPORTS AT 4" BELOW THE TOP OF JOISTS. ( UNDER JOISTS SUPPORT BEAv1. FLOORING FRAv1E OF FIXED STAGE SHALL BE 2X8 PRESSURE TREATED WOOD ALL JOISTS AND LEDGER. FLOORING FRAME OF REMOVABLE STAGES SHALL BE: OUTSIDE JOISTS AND STRUCTURAL BEAMS = 4X8 P.T. NS DE JOISTS = 2X8 P.T. OVER —UNDER JOIST BRIDGING. INSTALL PRIOR TO FLOOR DECK. CLAUDIO A. JOFRE P.E. REG. # 28531 8421 SW 102 CT MIAV11— FL.33181 305 - 271 -2367 REVISIONS BY n \ Ar iy CLAuoto A. 3OFez P.6 34. tt 6531 `t z-t 5 w loZ c-T. . tvUAM.t -Ft. 33'83. - .c.'3a3 - ?t - 2367 SC' iFL L 0 S A U R A L_ S CATEGORY _OCATION DESCHPT ON S!LR GRADE OR VOD. # REMARKS FOOTNGS REMOVABLE STAGES 2 AND 3. 36" X 18 "0 CCNCR =TE =00T NG IN CAST -IN PLACE FORM. SET OVER 3" CF CRUSHED STONES AT BOTTOM. "QUIKCPETE" OR "SACKCRETE" CONCRETE FORMULA.. PREMIX E T PREPARE ALTE�RNAT� METHOD HOD '�S TO PREPAR�_ CO N MIX EQUAL '0: 1 PART PORTLAND CEMENT, 2 PART SAND AND 3 PART COARSE CR, F XED STAGE 1. 36" X 8 "0 CONCRETE FOOT NG N CAST -`.N PLACE FORM. SET OVER 3" OF CRUSH-ED STONES AT BOTTOM. I STEEL REAMS REMOVABLE STAGES 2 AND 3. SUB -SASE. 4X6 , OR LARGER, STEEL " " BEAMS CUT TO SPEC FIED LENGTHS. NOT APPL. BORE TWO 1/2"0 HOLES AT THE BEAMS BASE NEAR THE ENDS FOR ANCHORINGS. SEE DLANS. WOOD FRAME Fi XED STAGE 1. POSTS: 4XL P.T. LEDGER: 2X8 P.T. HEADER: 2X8 P.T. JO STS: 2X8 P.T. UNDER JOISTS BEAM: TWO 2X8 P.T. 77CCA TREATED. GRADE LEVEL LR -22. # NOT TREATED, WHITE OR SOFT WOOD SHA_I_ NOT BE ALLOWED. REMOVABLE STAGES 2 AND 3. BASE BEAMS: 4X8 R.T. POSTS: 4X4 P.T. OUTER JOISTS: 4-X8 P.T. JO STS: 2X8 P.T. UNDER JO STS BEAM: TWO 2X8 P.T. + i STA ~ ATTAC-ED TO REMOVABLE STAGE 2 FRAME (STR NGERS) : 2X10 P.T. STERS (RUNS) : (2) 2X6 REDWOOD SUPPORTED BY METAL STA R CASE BRACKETS. STRINGERS: 77CCA, GRADE #LP -22. RUNS: KILN DRY. GRADE "CONST HT." STAR CASE BRACKETS: EQUA_ TO "SEMCO" #SBP10. FASTENERS: (4) 1/4 X 1 1/4 LAG SCREWS AT EACH S DE OF THE BRACKET. ANC-ORS F XED STAGE 1. LEDGER. 3/8 "0 X 3 "DEEP. MASONRY ANCHORS. (2) 3/8" X 4" LAG SCREWS ( 1 PAIR) EVERY 2 FEET ALONG THE LEDGER. NOT APPLL. FIXED STAGE 1. 4X4 POSTS. 1 /2 "OX 6 ANCHOR J -BOLT, GALV. CENTERED ON CONCRETE FOOTING. PLUS ADJUSTABLE -EAVY DUTY POST BASE ANCHOR. ANC -OR BOLT = SEMCO #ABJA6. POST SASE - SEMCO #ABP44 FASTENERS: (2) 1/2" BOLTS, BASE TO POST ATTAC -MENT. REMOVABLE STAGES 2 AND 3. STEEL BEAMS TO FOOTINGS. /2 "oX 6 ANCHOR J -BOLT, GALV. ANCHOR BOLT = SEMCO #ABJA6. SET BOLTS N COORDHNAT ON W TH STEEL BEAMS HOLES. SEE PLANS. MIFTAL CONNECTORS 4X8 BASE BEAN TO 4X4 POST. CORNER. ATTACHES OUTSIDE 4X8 BEAM TOO. E iND COLUMN CAP. STEEL. GAUGE 7. CORNER CON\ECTCRS. LEFT CORNER= SEMCC #ECCL44 R G -T CORNER= SEMCO #ECCR44 BOLTS: (4) 5/8" TO BEAMS. (2) 5/8" TO POST. 4X8 BASE BEAM TO 4X4 POST. CENTER ROWS. BOTTOM OF THE POST. STRUCTURAL 90° ANGLE, 3/16" STEEL AT EACH SIDE OF POST. SEMCO #ANJ44S (2) 1/2"0 LAG SCREWS PLUS (2) 16d NA LS AT EACH FACE. 4X4 POST TO 4X8 UPPER BEAM. CENTER ROWS. TOP OI - HE POST. END COLUMN CAR. STEEL. GAUGE 7. SEMCO #ECC44. BOLTS: (2) 5/8" TO BEAM. (2) 5/8" TO POST. 4X8 BEAM TO 4X8 BEAM. M DDLE ROWS. RE MOVAB'_E STAGES 2 AND 3, BASE BEAMS. BEAM SUPPORT. 16 GAUGE. SEMCO # BMP436. LAG SCREWS: (4) 3/8 "X3" ( LONG BEAM AND 5 (5) 3/8 "X3" TO CROSS BEAM. PLUS (19) 16d NLG25 NAILS. 2X8 JOISTS TC _EDGERS AND HEADERS. JO ST SUPPORT (HANGER) GALV. STEEL. 16 GAUGE. SEMCO #UHPGA28. NA LS: (12)10d TO HEADER, (4) 10d T O JOIST. DECK FLOORING DECK. 2X6 REDWOOD BOARDS. SEPARATED BY (1) 16c1 NA L SPACING AVERAGE. TWO FASTENERS AT EACH JOIST. WOOD: KILN DR". GRADE "CONST HT." FASTENERS: (2) 2 1/2' DECK SCREWS AT EACH JOIST. NOTE: ALTERNATE METHOD S (2) 10d GALV. COMMON NJA LS ANGLED TOWARD FAO- OT -ER. FACING DECK BOARD. 2X' C REDWOOD BOARD. WOOD: K LN DRY. GRADE " CONST HT." 2 72" DECK SCREWS OR 8d GALV. NAILS AS REQU RED. DECK RAILING. 4X4 POSTS. P.T. 2X4 TOP LONG RA LS. REDWOOD. 2X6 CAP BOARDS. RED■v'CCD. 2X2 BALUSTERS. REDWOOD. REDWOOD: KILN DRY. GR. " CONST HT." ROSTS: 77CCA TREATED, GR. #LP -22. POST TO DECK: (2) 3/8X4 LAO SCREW. RAIL To POST: (2) 2 1/2" DECK SCREW. CAPBD. TO RAIL: (2) 2 1 /2 " DECK SCREW. BALUSTERS: (2) 2 1 /2" DECK SCREW EA. END. REVISIONS BY Date 9- (0 — le, Scale 1,30 SGAI.E Drawn C ,1 Job (vt c CO I' S Sheet A -6 Of Sheets EX EXISING WINDOW TO BE DEMOLISHED. FLOOR LEVEL INSIDE. 6' 4 , -9 " ST \G PART SCALE: 1 /4 " =1' -0" WALL TO BE DEMOLISHED. AL RPAR I- LPVAT 0\ NEW EXIT TO PATIO WOOD DECK. D EXISTING DINING ROOM \G ROOV PLA\ SCALE: 1 /4 " =1' -0" h #5 VERTICAL RE —BAR. TYP. NEW DOUBLE LEAF FRENCH DOORS. FLOOR LEVEL INSIDE. \ -W PART SCALE: 1 /4 " =1' -0" AL P LAR L 6' -8" - VAT 0\ OUTDOOR (WOOD DECK LEVEL) PRE —FAB FRAME. STUCCO �� •v 8" CONC. BLOCK. GRADE ' 2X8 BUILT UP FASTENED TO BEAM AND WALLS WITH 3/8" LAG SCREWS AND EXP. ANCHORS. 2 til Q • • a DOOR A \3 WALL CT SCALE: 3/4 " =1' -0" EXISTING 8X12 TIE BEAM. < - - --- RVIt1G LAIN it PAsrER INDOOR DOOR OPENING FLUSH WITH EXISTING FINISH FLOORING. 0\ EXISTING FLOOR FRAMING WALL AND FOOTINGS TO REMAIN. CLAUDIO A. JOFRE P,E. REG. # 28531 8421 SW 102 CT MIAMI- FL.33181 305- 271 -2367 REVISIONS BY 0 r) 0 U U W 0 . 1 > — > n < I l LC) 7 N D e • �- 2� xris Sc JP : S 1 ' 4 ) 13 DrovJd C. .116 : 1.4Q A -7 . -MeigittlIta4 GIZA es — WYO./ 4 I," ••••• •• • ore anon ON •••••••••••■•••■■•• ••..••••• •• ••••••■ C. FOR: CLAUSSEN CONSTRUCTION COMPANY - :IN .0.6 • •or K. stir. 4 •N .7 9rOrrt, • * ••• •. • , ORDER . 3d. ou w '4 . . ..; ; ••• •• eiS; V • • - i.4f.11 7 -4v. , 4 A. ad1. 111 aft .6 •• •• •• ••■ • • 411,6•7••••••••• P.B. coN6rRUCTION NOT kr.,.:::.41,LI.CPOTikk,141,1240, klpli f:it 1`.eitkifi - -- '5;14At 4•e;1 -0t Lik ' i6.4 . _ PKV__,- •34:, elt;a1 'a t4 Td. - 5301% 4 <4 - e ; - :Tor -roe' viog"Titiii. -FILIgAI TYPIC61,.;xr ACH TP: - 0 .PK ..:_..-_‘ :. _ roP oFr'PAirzmi% Fr 111 140te _a_.0d165 .44i-1Q.00 * - 1, . ..' T.' . ] .. fa w FloVicAg.solA fi)0^icau: 10(04f Orrtlika 41.J1441104. 00.x AT 45's 'A ' e04 ilk ' ' t ei& C11.10 eg • 2. It 6 g .0 eaR5 U :rugs elatlitietWO. ep• FLL.' .. UP ea.t4T v.g...014:e1,4 Le'664-.HoRTAit,61144 • 014.k.$ 14A90 cuxci FIJI...L.4i uP' • , • . '.: „ - A x tile 1:1YA PRoc.nrAGISkOls.P; Nal A - e. - , i ' •:Au tog 130A Ar . 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', ' .:: .: ;''' . :- • eLleft.ic, 1:11101::%14,.t._ = 6 - • -. ef CO • ...1.,vAllfc>14 A Fo' toAjft.y 1 144 0 i 7'4 8' ligk•Heiicri(. 4 : ,. _ , -• - ',.., '' : ' '',....:7 - '''. ' ' -%'; t.,. 4 , . ,1”; wk; I ,::. ' 'farm- 0 K MUM 14d1t.t.r.: 0 P!': 1t.,4, ,i, . A6 APEIA,,:.; 40 A' piP fk o vA 1,, 0 . ku itp, i oA 40 a otiirici. opAgitii c• isAltfrit:ir ..: TO ivr15 of," C,1:1* : hk.1.<5Uo' . : - tilt tc ;-,, E,x15 '1 q p f 1ve4WAti,,i coNe.#.,64.7rAPAV4.- '-• -- - '- .a.1-4 , 16 MO' ,PAKA1',$ 01'. c:84-t � * - y $ T "scow r t. Zry 4K�t v�ree? .C:.1►�OQ q f� ► ':'� V N b v , tL W rZ N • ` 10,4X/2 Via:. AG. G A tire. / ✓�,.. ^� a -^ rams i4t4. STUD :OJAI: v 4t*I Ase fi nice Zoovau WP $ i 3 3/4-X 8 Ret! S r tt •. : 6rne,T FOR: CLAU3SEN CONSTRUCTION COMPANY ORDER No • rIca U .0. A- -13/51 w 4e -. n, 2 '1 is 10 s• a. 1 4 3 Z. 0_ if) ktil c+ I: �� ?o a1 zi ! 24 V1 sd � L._1 �. IZ3i ,a PREPARED BY: FORD LAND SURVEYORS, INC. 5851 WEST FLAGLER STREET MIAMI, FLORIDA 33144 PHONE: 264-0085 FORD LAND SURVEYOR, INC. - Omar Armenteros, President Reg. Land Surveyor No. 3679 State of Florida Date: July 26, 1984 46,w 6rPf ® j CJ J *J r DATE: JULY 26, 1984 SCALE: 1'20' LEGAL DESCRIPTION: Lot 15, and 16, Block 43 of MIAMI SHORES SECTION 1, according to the Plat thereof as recorded in Plat Book 10 at Page 70 of the Public Records of Dade County, Florida. SURVEYOR'S CERTIFICATE: I HEREBY CERTIFY that the sketch as shown hereon represents a recent BOUNDARY SURVEY made under my direction in compliance with the minimum technical standards for Land Surveying in the State of Florida, Chapter 21 --HH -6 F.A.C., and is true and correct to the best of my knowledge and belief. • 16V- ) 4iNi l i � I I 1 1 J4 1 V 1 _Q IT ..._t a t ,,t \ ' Po 7 t` r wo. Y i P . '+ y� �- f k� s+. - . _ N p ; 1w � u. . :p ` cod . � � ' ` � 1 1 \k \\\id o .p Ox to TI > :1\11).9 T i' \ C .1 %,. e '4C ! 'li g 2 `t , %sT. 16.`o.G . 'T,.o N !• _ Or N 4' G �4 i% 1 ARLES H MARKEL 010112. WAN)", FLIAIK ARCH I ..4 ft REVISIONS BY • i1 O LL (i) L1 1 p 0 G c m L1-1 V Z V °Z(O r OD • L � • z (N o :E CL. LL ' o zc on in Date: 11 -06 -98 Scale: AS SHOWN Drawn: C.J. Job: Mc COY'S 11 Sheet A of l 4 Sheets. 0 PORC 3 SCALE: 1/4 " =1' -0" I- X STI \G PART SCALE: 1/4"=1'-0" O 0 COL, O 0 V \S PLA\ AL FRO \T 1X2 P.T. WOOD FURRINGS AT 16" SPACE. ANCHORED TO SLAB WITH 3/8 "X3 EXPANSION SCREWS AT 24" 0.C. 16' -5" - LFVAT 0\ 2'- 3X3 STEEL -� - COLUMNS. 1'- 3 1/2" 2' - - S SCALE: 1/4 " =1' -0" :SEE BEAM /COLUMN DETAIL "A ". 2' 11\G PORC C \ OR T FL - VATIO\ PCRC COL, SCALE: 1/4 " =1' -0" \FW PARTIAL FfRO\ T {- LFVATI O\ SCALD 1/2 " =1' -0" SEE POST AND HANDRAILS DETAILS ON SHEET 5 -3. 10X4. P.T. WOOD. 16' REMOVE ORNAMENTAL IRONWORK BETWEEN THE C REMOVE THIS COLUMN. SALVAGE FOR FUTURE REL REMOVE THIS COLUMN. PROVIDE 4X4 TEMPORARY C4> RELOCATE COLUMN 4" CLOSER TO CORNER. SEE 2X6 WOOD, No. TYPICAL. 2. CO \ST \OTI- S OLUMNS. OCATION. SUPPORT TO TOP BEAM. DETAILS ON SHEET A-2. r V \ S \ - W LOCAT 0\ 2'- \ORT ELI- VAT O\ 10" SEE COLUMNS ENCLOSURE DETAILS ON SHEET 5 -3. 6X6 WOOD LATICCE. JACEK Se 4INDLZ, .. A RC11 IrE-T. R. h.. t tAt2 -►26 51 2100 CORAL 1 Ay. surr6 405. cAMi . L. 33195 (t.05) 06 SEE DETAIL "B ". BEAM AND COLUMNS SHEET 5 -3. SEE DETAIL "B ". BEAM AND COLUMNS, SHEET 5 -3. 14) CLAUDIO A. JOFRE P.E. REG. # 28531 8421 SW 102 CT MIAMI- FL.33181 305 -271 -2367 REVISIONS BY • w O : Ii VJ w 0 0 0 � L L L_L_. VJ U) °Z(O � 0 o— 1---0 w (5) • w • z LO N > z� on IX Date: 11 -6 -98 Scale: AS SHOWN Drawn: C.J. Job: Mc COY'S II Sheet A of 0 I 4 4 Sheets. 1' 4 NOTE: CONTRACTOR SHALL MATCH HEIGHT AND FINISH WITH EXISTING PORCH. 4" GRADE 4" EXISTING 0 0 0 0 0 d 1' -4" SCALE: 3/4 " =1' -0" PORC 0 8 0 0 10" SCALE: 1/4 " =1' - 0" \KW FRO \T �- L SCALE: 1/4 " =1' -0" 4" CONC. SLAB o w WITH 10/10 WIRE MESH AT THE BOTTOM. GRADE WELL COMPACTED CLEAN SAND FILL. PORC I I F0, \RATIO\ NEW 4 FOU \3AT 01\ PLA 0 0 - VAT O\ - LI- VA TI O \ -1 /2" STUCCO. 3o" .;` WIDE DOUBLE MESH AT THE EDGES. 2 #4 CONT. 2 #5 REBAR CONTINUOS TYPICAL FILL CELL W/ 1 #5 AND CONC. AT 48" O.C. 2X6 WOOD #2 TRELLIS JOIST. i o 0 e TRELLIS FRAV SCALE: 1/2' =1' -0" 6'- 7" 2' -8 3/16" 0 0 ICI 17' 16" 101 I 6' -1 1 /4" COLUV\ SCALE: 1/4 " =1' -0" F P LA\ I °I 8X2 P.T. LEDGER (ABOVE WINDOW SILL). 4X10 P.T. BEAM. 1' -3 1 /2" S A \i POSTS PLA\ O.C. 0 1 SCALE; 1/4" =1' -0" r PORC I I \I- W EAST I- L 2X6 WOOD #2 TRELLIS JOIST, FASTENED TO BEAM. SEE DETAIL "D ". ON SHEET 5 -3. 80" TRFLL S I- AST FLLVATIO\ SCALE: 1 /2 " =1' -0" J ACEK 5c44uJDLER. R .A. k4.tI R12657 2100 GORAL WAY, Sums 405 MttMI -FL. 53015 0305) 86k- 8688 - VAT 8X2 P.T. LEDGER ANCHORED TO EXISTING WALL TOP BEAM. SEE DETAIL "C ". (SHEET S -3). 4X10 P.T. BEAM. SEE DETAIL "B ". 0\ 90" 0 Ui 6 }- 0 cn W j O z E_- X WINDOW SILL. CLAUDIO A. JOFRE P.E. REG. # 28531 8421 SW 102 CT MIAMI- FL.33181 305 -271 -2367 REVISIONS BY • W O Ll.._ VJ W • w Q 0 � w W 1 oI --. (l) (( Z °Z(O 1110) 0 • H 0 Z Z OLO N [ -1%0 Date: 11 -6 -98 Scale: As Shown Drawn: C.J. Job: Mc Mcoy's. 2 Sheet o )) Of 4 Sheets. 3. 30" 6" z 7r i 6 11 11 EXISTING 5X8 WOOD LAG :WS. r— NEW 2" P.T. ' ANCHOR WOOD. FASTENED TO BEAM V /LAG SCREWS. .X6 WOOD TRELLIS JOIST. SET ANCHORS AT 20" APART, ALTERNATE OFSET FROM CENTER LINE OF LEDGER. DETAIL " NOT TO SCALE -4 - 41 14. 0110 BASE BOX FRAME. 0 cfr — tuff — NOT TO SCALE >> MID SECTION PARTIAL COLUMN ENCLOSURE. COLU EXISTING RAFTER 1.1 EXISTING 2 "o STEEL COLUMNS. NOT TO SCALE -- -711 11 AI 1 11 _ 11 L 1111 11 X 1 11 I 1 DETAIL "A" • PERSP -CTIVF 9 „ FRO\T ANCHOR STEPS: 1. DRILL 3" DEEP WITH 5/8" MASONRY BIT. 2. DRIVE LEAD ANCHORS FOR 3/8" LAG SCREWS USING A RUBER MALLET. 3. ATTACH LEDGER TO WALL WITH 3/8 "X4 "LAG SCREWS. AND WASHERS., USING A RATCHET WRENCH. 4. TIGHTEN SCREWS FIRMLY, BUT DO NOT OVERTIGHT. 5. APPLY SILICON CAULK ALONG THE EDGES OF LEDGER AND TO THE HEADS OF THE SCREWS. r 0 E 0 0 Ic SINGLE COLUMN CORE V\ P\CLOSUPE EXISTING 2X8, AT BOTH SIDES OF BEAM, WRAPPING THE PORCH ROOF STRUCTURE. EXISTING 2X6 FASCIA, NAILED TO RAFTERS. 2X4 X 30 "L. P.T. CORNER REINFORCEMENT. AT BOTH SIDES OF BEAM. NAILED TO BEAM ANCHOR WOOD W/ 4 #20d GALV. NAILS ON EACH SIDE. 9 ," v S 4X10 NEW BEAM. u 18G GALV. JOIST SUPPORT, TO COMPLY WITH NER #510 AND METRO -DADE COUNTY #95 - 10003.04. "SEMCO 2X6 - UPHGA26 ". (10) 10d X 1.5" TO HEADER PLUS (4) 16d X 1.5" TO JOIST. 8" COUNTERBORE EACH PILOT HOLE 1/2" DEEP W/ 1 "SPADE BIT. 2X8 P.T. LEDGER. 8x1 P.T. WOOD BOARDS, PAINTED WITH 2 COATS OF EXTERIOR GRADE FLAT FINISH. O 0 0 r 10" DOUBLE COLUMN CORE 8X8 X 12 CONC. FOOTING. PLUS GRAVEL BOTTOM. 6 4" 1) 4X10 NEW BEAM. 18G RAFTER CLIP, TO COMPLY WITH SBCCI #9494, NER #510 AND METRO —DADE CONTY REP #96 - 0624.01. EQUAL TO " SEMCO CLP5W. (6) #8d X1.5 TO RAFTER (11) #8d X 1.5" TO PLATE. 1N .4‘ ��- � 11 /11 \ / I 11 III \ / 1 -!1/ 11 \ 1 \ 1 L� / 2X4 =TAIL " NOT TO SCALE INSTALL CUP ON THE INSIDE FACE OF BEAM. DETAIL " NOT TO SCALE 4X4 — 1/4" STEEL STRUCTURAL ANGLE. (4) 16d NAILS AND (4) 1/2"0 LAG SCREWS ARE USED, 2 IN EACH LEG. ° r NOTE: SET CORNER REINFORCEMENT(S) TIGHT AGAINST BOTTOM OF BEAM WRAPS BEFORE NAILING. >> D » 4X4 WOOD. P.T. POST CORE. 8X1 P.T. WOOD POST ENLOSURE. (2) 1/2" DIAM. BODLTS THROUGH CORE MEMBER. (12) 10d NAILS, 6 ON EACH SIDE. WET POST ANCH(OR TO COMPLY WITH NER #510 AND DAADE COUNTY #96- 06;24.01. "SEMCO #WAP44.. NOT TO SCALE i INI REAR 0 0 0 0 0 PRSR SMOOTH CORNERS. POST IDETA L 9 20d (4 "L (TYP). ow- c n v 4 If 2X4 DRIPER GROVET AROUND CAP. POST CAP DETAIL 2X2 POST CORE PLAN 2X6 TRELLIS JOIST /TRUSS 4X10 P.T. BEAM. 9 „ 4X4 8X1 1 /2 "0 BOLT TRHU WITH 1" DIAM. WASHER. BOLT HEAD TO THE OUSIDE FACE. (TYP. OF 4). 3/8" OUTDOOR PLYWD. BOARD ALL AROUND. 3x6 P.T. WOOD ANCHOR —PIECE FASTENED TO SLA EACH SIDE. (2) 16d GALV. COULUMN BASE r= (4) 1/2"0 X 6" J —BOLTS (4) 20d GALV 2X4 P.T. NAILED TO ANCHORING WOOD. COLU 1 0" v 111 111 1U1 LIJ \S NOT TO SCALE 6'— X11 1111 111 LIJ DETAIL "B" NOT TO SCALE 2X4 VERTICAL STUDS. NAILED TO BASE FRAME. 3x8 P.T. WOOD ANCHOR —PIECE FASTENED TO SLAB. 2X4 BETWEEN FRAME JACKS. 2'-5 7/8' 3/8" X 5" LAG SCREW WITH 1" WASHER. SET WITH 5/8" LEAD EXPANSION ANCHORS TO SLAB. (TYP). (2) 16d GALV. EA. SIDE. H \GLOB R JAceK 504(ND/K R .A. 12-E { AR n667 21co copAL WAY. SOtrE405 MIAMI- FL. 33195 (305) 8 5y - 8688 3X3 STEEL COLUMNS. i TOP OF COLUMN STEEL ANGLE (AT THE INSIDE FACE OF BEAM). 1 0" 6" o COLUMN BASE PLAN VIEW l • tr.4 BAS \GI \ =ERI \G \OTES: 1. USE ALL SPECIFIED FASTENERS IN THE DETAILS TO ACHIEVE ALLOWABLE LOAD VALUES. 2. ALL WOOD IN CONTACT WITH MASONRY SHALL BE PRESSURE TREATED GRADE. 3. ALL WOOD INTENDED TO REMAIN EXPOSED SHALL BE FINISH WITH WATER SEAL COATING PLUS PAINTING PER THE OWNER INSTRUCTIONS. 4. APPLY SILICONE CAULK TO ALL WOOD EDGES WHEN IN CONTACT WITH WALL. 5. CONCRETE SLABS AND FOUNDATIONS SHALL BE 3500 PSI AT 28 DAYS. 6. THE SOIL CODITION AT THE SITE ARE ADEQUATE TO SUPPORT THE DESIGN LOAD OF 2500 PSF. SHOULD OTHER CONDITIONS OR MATERIALS BE ENCOUNTERED THE ENGINEER SHALL BE NOTIFIED BEFORE CONTINUING WITH THE WORK. I —►1 11 1/2" - DOUBLE COLUMN BASE CLAUDIO A. JOFRE P.E. REG. # 28531 8421 SW 102 CT MIAMI— FL.33181 305 - 271 -2367 outside edge of beam. ✓ 8X12 CONC. EF3ttf N 1t& PI6 ► \_ W/ 4 #5 RE —BARS. 0 1 � 11/ °.c ' 8X8 CONC. COLUMN. W/ 2 #5 RE —BARS. 16X10 FOOTING W/ 2 #5 CONT. AT THE BOTTOM. = —S —Z S— Z— Z-- =— Z— Z — = — = Z — = — —Z Z— Z— =— == —Z —Z —= • • :i NOTE: REQUIRED 1/2" STUCCO FINISH NOT SHOWN IN FAVOR OF STRUCTURAL INFO. LLFVATIO\ I- AST SCALE: 1/2"=1'-0" L__ - -1 II II II II CONC. FILLED BLOCK WITH 1 #5 RE —BAR. Existing Carport. Existing Laundry Room. CLOSET A» SCALE: 1/4 " =1' - 0" rdc111IIIIIIIWIIKV1111W1111111111 .Jl 1111111111111lICI MIS STUCCO 3' — —11" _ <\ / I N H 'r-- J J L_ r� TIO\ PLA\ 13' — 3" NEW CLOSET Existing Studio - -- Existtg Pantry CARPORT AND PARKING SLAB ARE EXISTING. r I Closet Existing Kitchen USE 3 GROUTED CELLS WITH FULL HT. #5 BARS. FILL SPACE BETWEEN RAFTERS WITH CONC. OwS W19(6 , l i ft, 1 i e c e 8 X 12 TOP , flRID W /(4) # 5 CONT. ef 4 it3 - r( L (2 ) (Zest, (4,48 " FILL CELL PLUS (1) # 5 RE —BAR EVERY 48" APPROXIMATELY. - -L Exist Existing Carport. ing House SCALE: 1/2 " =1' - 0" 13' = VATIO\ \ORT AREA OF WORK. EXISTI \G HOUSF OUTLI E SCALE: 1/16 " =1' - 0" • • — 5 — == __ • �d IXI EXISTING 3X6 FLAT ROOF RAFTERS. IXI IXI 35" ■3' 4 NOTE: REQUIRED 1/2" STUCCO NOT SHOWN. CO \STR JCTIO\ DEMOLISH EXISTING WINDOW, WALL BELOW THE WINDOW AND REMOVE DOOR. CLEAR THE EXISTING WINDOW AND DOOR SPACE FROM FLOOR LEVEL TO TIE BEAM. NEW 36W X 80H DOOR WAY. SEE DETAILS. \OT - FILL BLOCK CORE EVERY 48" O.C. APPROX. PROVIDE (1) #5 VERTICAL BAR TYPICAL. STR,CT , RAL \OTFS 1. SOIL CONDITIONS AT THIS SITE ARE ADEQUATE TO SUPPORT A DESIGN LOAD OF 2500 P.S.I. SHOULD DIFFERENT CONDITIONS OR MATERIALS BE FOUND, THE ENGINEER SHAL BE NOTIFIED BEFORE CONTINUING WITH THE WORK. 2. ALL CONCRETE SHALL BE 2500 P.S.I. AT 28 DAYS. 3. ALL MASONRY SHALL HAVE A STREGHTH OF 2500 P.S.I. CONFORMING WITH A.S.T.M. C- 220 -73. AND C- 150 -74. 4. MASONRY MORTAR SHALL BE TYPE "M" CONFORMING WITH A.S.T.M. 5. APPLY SILICONE CALUK TO EVERY CORNER WHERE WOOD MEETS CONCRETE WALL. 6. DOWEL 6" AND EPDXY NEW REINFORCING BARS INTO EXISTING FOOTINGS AND TIE BEAMS, WHEREVER IS APPLICABLE. JACEK SCNI•Dl 2 . g. A. RI:G. itAKI2.657 Z t 00 CogAL WAY. Sucre 4 a3 MIAMI -Ft-. 33145 (305) - 3 ' - 8688 FORMED STEEL BLOCK LINTEL "SEMCO #LIJ42BL8 ". 8X8 COL. W/ (2) #5 RE —BARS. EXISTING PARKING SLAB W/ BOTTOM 10/10 WIREMESH. f .. 'CLAUDIO A. JOFRE P.E. REG. # 28531 8421 SW 102 CT MIAMI— FL.33181 305 - 271 -2367 REVISIONS BY MOANED • 00 T r -r 3 N) Date: 11 -06 -98 Scale: AS SHOWN Drawn: C.J. Job: Mc COY'S II Sheet of 4 Sheets. 1 111 -' -'" 1111 • . dYlOi INOM • ^ss'ai'@ik- eqerJr¢rzwarmroso: - - ,, nYc•.CMSii'T°.lat ti' 5'�.JR. ] ff." 71' f3¢' oA. AI "■frt"Rm•:T.'r4'SJrtr<M "+ -Tl4'C 9f»%T: R�'.' t+' 1•► �t' S+! N•, s' f�* s'=' wc«.«x.a!�rY4rfi'et'►+R'lt�.Ma"' rELLiVit NA NO. A. 4 X Os " - - t -- At.f. et, Nt'e,tk 4S•( 1 tiCe , 4 _ L V2,-,TVA .-•11.\ irr 4 Mink) E Y3t itAiLliLtCL3 "P.a.^ _ Yv 4$ %ALT tAtA LS 4,1 1,4.1 t /V-• - ve Aisfatt. • 16. - f , 45 cl% .k I 1 ' • , •*- — • . , °Kt _9 koixoSti telt occ was* ....gm.... C '.. 4 ".. A 1 regift - " ALLteol.utai '2!Gl WIt3VV:::_ p.140.9 OWTyl_ , ?II - - y _ sossarame-mi;i. - .7 ------- g. • 1 REVISIONS � 176 0 7 III n III DRAWN KERRY CHECKED C.C.M. DATE MAY 02 SCALE SHOWN SHEET A -1 • r. • : 4 "X4" PT POST 5 • • • • AAAA A AAA AAAAAA 4 "X4" PT POST SHALL BE PLACED NO LESS THAN 24" INTO PIT FIELD WITH CONC AND SHALL BE 15" IN DIA. NEW PICKET FENCE (SEE SVT PLAN) B -B SCALE: 1/4" 1'-0" EXISTING 4" X 8" PT BEAM SUPPORTED BY 7 EXISTING STEEL COL. EXIST STRUCTURE TO REMAIN SEE ROOF PLAN BAHAMIAN SHUTTER ATTACHED TO EXIST 2 "X6" PLATE W/ L- BRACKET USING 1/4" DIA X4 "L SCREWS, 6 SCREWS EA. BRACKET 4 "X6" PT ATTACHED TO T.B W/ 1/2 "DIA X 6" L EXPANDED BOLTS EMBEDDED INTO WET CONC. © 16" OC 8' CBS CONC BLOCK WALL Si- CTIO\ N.S. 16 EXIST 12 "X16" CONC FTG. W/ 2 - # AND # 3 TIES © 12" MOC SCALE: 1 6" 1' FINISI) GRADE. A A A A AAA A A A A • BAHAMIAN SHUTTER ATTACHED TO EXIST 4 "X8" PT TOP PLATE W/ L- BRACKET USING 1/4" DIA X4 "L SCREWS, 6 SCREWS EA. BRACKET NEW 8 " "X8" CONC CAP W/ 2 - # 5 CONT 4 "X4" PT POST • .. , • • •••• . • 1 .. 3 L 1/ EXISTING OPENED CARPORT EXIST. EAST ELEVATIO\ \EW 3 I\ HEIGHT ARCH WOODED PIC<ET FE\NC D 3 -Q 0 12' 1 e SIDEWALK 15' ALLEY 4. y * y J• y i Y b * J• W J• W i W * J• • Jr J• i * Jr J• y W * W J' W * J• * • i i * i i * J * * J• J• . * J• • * J• • Y i + i 4. * NEW 3' IN HEIOHT WOODED PIC<ET FENCE B-B 1111111 ISM LEGAL DESCRIPTIO\ LOT 15 AND 16, BLOCK 43 AMENDED PLAT OF MIAMI SHORES,SECTION# 1 ACCORDING TO PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, AT PAGE 70 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. J SCALE F20' 100.00' 100.00' N.E. 96 STREET \EW W00 FF SITE PLAN EXIS fl \G RESI7E \CF DE EXISTI \G CIIAI \LI\ FE \CE \CE A-A 3' I\ HEIGHT N/ FE \CE 3 -B \EW DECORATIVE FRAM WALL A- 15 i i * * * 4. * • * J• J• i W * * * * y J• * * * * • * * * * W i J• i J• * W * J• * • J• * * J• i J• * J• i * * 4. * * i J• i * * * * 4. * * J• * • i * Jr * * i * * * i Jr * *. * * * * 4 * * J• Jr i J• * * J• * J• * * * * • i i • J * * * ▪ • * * * • * * * J' * * * * * J• • J• * * * * * • * * * * * • J• y i J• * • Y i i i J• J' i Jr i i J• i • • • * • i i i i * * J• • i J• * J• W * W * * W J• W i * * J' * * W * * * * • * * • J• * * J• * * * * * * 9 W W i • J• * • J. • J• . * * • J• i • J. • i i i * * * J• • * i J. • J• • • . * J• W * J• i i * * i. * * * • * * i • * * J• * J• • * * * J• i * * i Jr + * * * • i * W W * * * W * W * * * * W * * ✓• * * * J• J• W * * * W * W W * * * * * * * J• • * * i J• • * * $ * + J• * * * • * * J • * • * • * J• • •Y * *. * * J• * * W * J' * 4. * J. Y * * * * J• 9. * * * * i i * * i * * J• * i * • i * • J • * * i J• Y i * * J• 4. y • * * * J• * * * • y * * * y W * * * W * * • Jr OODED 15' - 1 O V) REVISIONS ; W o 0 I►1 n (i) DRAWN KERRY CHECKED C.C.M. DATE MAY 02 SCALE SHOWN SHEET /---), , . A STEEL BEAM TO REMAIN EXIST STEEL COL. TO REMAIN EXIST STORAGE PROPOSED FLOOR PLAN �(, A I F• 3» A AN EXISTING 4 "X8" JOIST REMAIN 1' -n" EXIST CARPORT TO REMAIN OPENED WALL FRAMING DETAIL ELEVATION EXIST STEEL COL. TO REMAIN • 1 ,= -- 3 =2..J.T= —. MI 2 MN •111 — INS ;mg r_ %r%7iw► rr :s•r•s/sr>• 1 =:= = - -: — = =. --- Two mr. /r 2r r- srri% II MINI 1r * :ES r /: rrl :r r 12 rr t:•• l.. •:11 MI mill mil MI •:11 MI NNW MN MN 8:21 IMO MI 1112.0 szill Nol ing moo _ --2=, =° :� =1= = .— =� , = • - = ■-12r sr Ml sr — - r _• MI NMI IF_ mil • rr*MIMSr•s• =El rsrM :MI MIN /s— Mal :r MI MS r_ MINI MI r: r�I :•1•�•••s �_ w 1 I � 1 � l I I I I 1 1 x _ 11 , 1 , EXISTIN NEW 8' CB CUST DOOR 2 NEW 12 "X16" FTG W/ 2 - #5 BARS CONT M MADE WOOD 6" X 80" G ROOF TO REMAIN S CoNc BLOCK BAHAMIAN SHUTTER ATTACHED TO EXIST 4"X8" TOP PLATE / L- BRACKET USING 1/4" DIA X4 "L SCREWS, 6 SCREWS EA. BRACKET NEW DOUBLE PT 2"X6" STUD FOR DOOR SUPORT 4 "X6" PT ATTACHED TO T.B W/ 1 /2 "DIA X 6" L EXPANDED BOLTS EMBEDDED INT 016" OC 8 "X8" CONC STARTER COL W/ 2 -# 5 STEEL BARS EXIST STORAGE EXIST 4" DIA STEEL COL. TO REMAIN CALE: 20' - 0" EXIST 6 "X10" STEEL BEAM TO REMAIN 3 ,, 16 1' EXIST TO RE CARPORT MAIN OPENED EXISTING 4 "X8" JOIST @ 16" OC EXISTING ROOF PLAN r mei - r op LS r 1:� •�?••• NMI rib. 1rrsrr :MI lr�s :211 =MI 1•: NMI . VII ••I r ■ :• R• ••• • :• M1 M• M1 ••• ■ :• •► s1=11 me mg um SAILA MINI =111 Ora MI MI MI •=11 ••/ •I13 •N MINI EMI r Mai r Er r MI r r ISr r MR ► :l -true ■r1-12 NI; 1I ∎%; /rra ..••1•% /•� •rte I:.• r••3 r•il �• ••s •r .. tir s•• �_ 111111111 :•• 1e1/ MS r ■r 'tall r MOs •■.I1MI •I■ i • EXIST SLIDING DOOR TO I I I EXIST 4" D REMA IN A STEEL COL. TO REMAIN: 36"X80 DECORATIVE DOOR NEW DECORATIVE BAHAMIAN SHUTTERS ATTACHED TO WALL SEE DETAIL B -B 1 1 I EXISTING 4 "X8" OUTLOOKERS TO REMAIN EXIST 4 "X10 PT OH BEAM TO REMAIN 18' - 0" EXIST 4" DIA STEEL COL. TO REMAIN EXIST 4" DIA STEEL COL. TO REMAIN A A EXIST STEEL POST AAAA 5' -0' PROPOSED E AST E LE V AT 1 ON A -A 14' 0' ^ — AAA/\ AAA A AAA 5'- 15'- 4"X4" P"1' POST SHALL BE PLACED NO LESS 'KHAN 24" INTO PIT FIELD WI'1fl CONC AND SHALL BE 15" IN DIA. REVISIONS 1 ■ IS c. ANAL ENGIf\ - STRUCTU 167TH STE 33169 (3C I \ 0 Ln V IH 1 n (f) y / 111 ° 0 N.E. 96 STREI AV I SHORES FL. DRAWN KERRY CHECKED C.C.M. DATE MAY 02 SCALE SHOWN SHEET 1 • • • • /\/\ A A A A A A A AA A/\/\"A AAA A A A A A A A A A AA AAA AA AAA • 6" N.T.S. 5 / ,NEW 8' CBS CONC BLOCK 10`X16` DEEP CONC FOR POST SETTING iC . BAHAMIAN SHUTTER ATTACHED TO EXIST 4 "X8" TOP PLATE W/ L- BRACKET USING 1/4" DIA X4 "L SCREWS, 6 SCREWS EA. BRACKET • ' • • •• 4 • • 4 4 • • l• BAHAMIAN SHUTTER ATTACHED TO EXIST 2 "X6" TOP PLATE W/ L- BRACKET USING 1/4" DIA X4 "L SCREWS, 6 SCREWS EA. BRACKET 4 "X6" PT ATTACHED TO T.B W/ 1/2 "DIA X 6" L EMBEDDED INTO WET CONC. C� 16" OC NEW 8 " "X8" CONC T.B W/ 2 -# 5 CONT EXIST 12 "X16" CONC FTG. W/ 2 - #5 AND # 3 TIES 0 12" MOC WALL SF.CLIO\ FINISH GRADE. •' • ' • • • • 4. EXIST. EAST ELEVATIO\ SCALE: 1 6 " = - EXISTING OPENED CARPORT \EW 3' IN WOODED PIC FOOTING & COLUMN SCHEDULE. O 1 C f 5 �2Ei�E l UNBLOCK C LL FILLED w/ SOIL STATEMENT tll sn aemryAxil wpm A as mlpmll or Jparumm nack■ %AOP WALE ai rcaur l A AN t * LAO or mare Kml / 2041 t tli i tcray., TO Viol tpcii Oat Rig omit ® 6'X12• CONCRETE STARTER COLUMN W/ 4 Y6 VERTICAL #3 TIES Mr 0.C. MAX. O e x it CONC. FOOTING W/ VERTICAL & /3TES012 . 0.C.MAX. O 8 4* CONCRETE RR sti 0x5.10/1 O d W M DYER VAPOUR �U1 /� C�T6E FlLL O 7 90£ OP OPE1iINOS 6'-e OE I,fOf�E hIDE TI AT EACH 4. 4 • • • 4 • • • • 4 • • • 14 4 HEIGHT ARCHED <ET E\CE 4 3 NEW 3' IN HEIGHT WOODED PIC<ET FE \CE 12' W mai SIDEWALK W W W LEGAL DESCRIPTION LOT 15,AiND 16; LOCK 43 AMENDED PLAT OF UIIAMI SHORt ,SECI'ION# 1 ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, AT PAGE 70 OF TFIE VUBLIC RECORDS OF DADE COUNTY, FLORIDA. 15' ALLEY W W W W W W W W W W W W W W W W W W W W W W W W 4. W W W W W W W W W W W W W W W W W 9 9 9 Y W W W 9 9 9 9 W 9 9 9 9 W 9 9 9 9 W 9 W 9 W W W W W W J W W W 9 9 9 9 9 W W W 9 4 9 W 9 9 9 W d. 9 9 9 9 9 9 4. W W W W W 9 W W 9 W 9 9 9 W W 9 W W W W W 9 W W W W W 9 W W W W W W W 4. W W W W W W Y W i W W W W W W W W 4' W W W 4. W W W W W W W W W W W W W 'Y W W W J' • W W 'Y W Jr W W W W W W 'Y W W W W • W W W W W W W W 9 '. W 9 'Y W W W 'Y W W W W W W • 4' 9 W W W W 4' 9 W W W W W W W W W W W W W 9 • W W W W W W W W W W W W 4- EXISTI \G RESIDENCE N.E. 96 STREET SITE PLAN SCALE no' 100.00' r \EW DECORATIVE FRAV WALL 15 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 4. W W 4. W W W W W W W W W W W 'Y W W W W W W W W W W 4. W W 100.00' W \EW W00 PICKET FE \EW 3' I\ RIC<ET F W W W W W • W W W W 4. W W W W W W W W W W W W W W W W W W W W W W 4 W W W W W W W 4. W W W W W W W '. W W W W W W J' W Y W W W 'i W W W W W W W J' W W W W W W W W 'Y W W 4. W W 'Y 'Y W W W W 'Y W W W W W W W W W W W • W i 'Y W W W W W W W W W 4' 4. W 'Y 4' W W W W W W J W W 4' 4' 4 W W W W W N_ I XST\ CH AI \LI FE \LE 9E\ G CE HEIGHT CE 15' W i llt ll i l l 111 W W W WOODED O N) 4 REVISIONS ■ ■ ■ i W r 0 U II n (f) ICI ' DRAWN KERRY CHECKED C.C.M. DATE MAY 02 SCALE SHOWN SHEET AP XIST STORAGE STEEL BEAM TO REMAIN EXIST STEEL COL. TO REMAIN PROPOSED FLOOR PLAN gnAI F. a 3 " = 1 ' — EXIST CARPORT TO REMAIN OPENED EXISTING 4 "X8" JOIST REMAIN EXIST STEEL COL. TO REMAIN I =�11 FILM .= = w ay= .:. — .. _..... — . - it .:..� . - -.:. -- - -.:. -- — is :• � I: r= rr�s esrisr =rr.iw :�s�r =rr.�w�.- z -. -_ 1 3,. • 4NA!SJ •tA. f W/ L- BRACKET USING 1/4" DIA X4 'L SCRE 1 1 1 1 1 1 1 1 1 NEW 8' CB WALL FRAMING DETAI ELEVATION SCALE: 4"=1'--0" T 4 "X8" TOP PLATE M MADE WOOD 8 /`X8' -0` WS, 6 SCREWS EA. 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