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7051 SW 62 AVE ERPB-06-041-003 ....:=:..............................=..... ............................................... NEW NOTE 2 EXIST. TB ELEV. +8'-2" DETAIL A NOTE 2 NOTE 2: 2x8 WOOD P.T. ............. O.C. -- Q 24 >:;:::::: >: DOWEL 2 #5 x30 TOP & BOTT INTO EXIST. .. ... . .. ... . S. W. 61st RD. Existing Double Tee Roof ............................................... tn, T== 9 TIE BEAM 6 & SET W/ EPDXY GROUT 2 ® o ..... ... �... � S ® �- Q 3 7' A Q � � � 2 SPAHALT PAVEMENT 0 2x8 WOOD RAFTERS S 2�� e O 24 C.C. W New Joist Hangers �' ARCHITECTURE, C M.n:.; N S _/_ USP SUH28 9400' 6' Conc.walk o C O �. ° Existing Double Tee (g) 10d NAILS IN HEADER I �:: \ .........I......./.1........�...m....... _ RB-1 ELEV. +T-11" RB-1 ELEV. + '-11 ° ARCH ITECTDURE (6) 10d NAILS IN JOIST. 2" CL. TYP. © 11 -9'1 © 2�-311 . : MAJORCA A V E N U E -1 I r DETAIL A TC CORAL GA®LE , FL . 3919 ASPAHALT PARKING LOT 8 •4 .CSEE P;4RKINCi SPACES ON.SI,IRVEI' P1,ANfi s C1956*s) 546 - 3365 F fRA�l ING FL AN .................... .. r .. : FAX . C30b) 440 - 2212 - ....SCALE: 1/4'=V-0" E H A I L:r&bWrmm s#bdb0A nA u � � /� j� ... .. ... w :< 5EAM SCHEDULE CsRASS GR4ss ISSUE: DATE: ISSUED FOR PERMIT 4/10/06 ELEV. REINFORCING 03 STIRRUPS SPACING MARK SIZE TOP OF REMARKS BEAM BOTT. MIDD. TOP NO. SPACING EA.END ZONII C:s LEGENID RB-1 8 X 12 7'-11' 2 * '1 2 * -I ° 6' O.C. ZONING: MU-5 n HEIGHT (TO RIDGE OF ROOF): 16'-6' EXISTING NET LAND AREA 15555 S.F. 1 STORY LOT COVERAGE (EVERYTHING UNDER ROOF) 4,026 SF. = 2(o% (NO NEW AREA WILL BE 0 OFFICE BUILDING O 61 ADDED AT THE EXISTING BUILDING) Ill: 1051511.1.62nd AVE. U t1 REVISION: DATE: DESCRIPTION: SETBACKS: FRONT SOUTH MIAMI,FL a1 t(1 25 -1 � (9,900 SgFt.) � %4 Q 5110106 RE—ISSUED SIDE 1'1'-5' — SIDE 15'-1' 0 COLUMN SCHEDULE REAR 281-1' SITE TO BE FILLED TO COUNTY FLOOD CRITERIA ELEVATION N.G.VD. OR AN REINFORCING ELEVATION NO LESS THAN THE HIGHEST APPROVED CROWN ELEVATION OF THE MARK SIZE VERT. TIES REMARKS ROAD ABUTTING THE PROPERTY. * ,� AREA ADJACENT TO LAKE OR CANAL TO BE GRADED So AGj TO PREVENT DIRECT 0 TC 8' X 12' 405 3 8 CONCRETE OVERLAND DISCHARGE OF STORMWATER INTO LAKE OR CANAL. D LOT WILL BE GRADED SO AS TO PREVENT DIRECT OVERLAND DISCHARSE OF 6' HIGH WALL 0 STORMWATER ONTO ADJACENT PROPERTY. APPLICANT WILL PROVIDE CERTIFICATION PRIOR TO FINAL INSPECTION. PROJECT: I /� II II 5' HIGH WAL GENEF/4L. 5TjRUcTU1RA � NOTE.5 .. _ LOWEST FINISHED FLOOR ELEVATION .. 1. SOIL STATEMENT: (INCLUDING BASEMENT) FOUNDATION SYSTEM CONSISTS OF SHALLOW SPREAD FOTING BEARING ON EXISTING 192 Sgft. UNDISTURBED LIMEROGK FOOTINGS HAVE BEEN DESIGNED FOR AN ALLOWABLE SOIL TERRACE To ENCLosE BEARING PRESSURE OF 2000 PSF. THE CONTRACTOR SHALL CONTACT THE A/E TO DISTRICT ELEVATION INSPECT THE SOIL CONDITIONS AND SUBMIT SIGNED AND SEALED LETTER TO THE CITY FLOOD CRITERIA Z5' GROWN OF ROAD ; BUILDING DEPARTMENT ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THE ASPAHALT PARKi�1Cs LOT..........�...................� ­...................... ...........�....�..................... . ............... _ FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE DESIGN IS BASED. DISTRICTS G.H.H. SF.H. OTHER REQUIRED . PROPOSED• - 3. CONCRETE: A. ALL CAST-IN-PLACE CONCRETE IN THIS JOB SHALL ATTAIN A LOWEST FLOOR AS-BUILT ELEVATION SURVEY IS REQUIRED MINIMUM COMPRESSIVE STRENGTH (F'M) AT 28 DAYS OF 3000 BEFORE MAKING ANY INSPECTION ABOVE LOWEST FLOOR P.S.I. *SHALL BE INCHES ABOVE FINISHED GRADE 6' Conc.Walk 94.00' / \ ..), B. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF AGI 301-99 'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR AVENUE BUILDINGS.' ANY APPLICABLE RESOLUTION: _. ......... ... ...... .. ..... D-2. GROUT FOR THE CELLS TO BE 3000 PSI MINIMUM NOTICE: a — �, D,� 0 '-10' SLUMP. IN ADDITION TO THE REQUIREMENTS OF THIS PERMIT, THERE MAY BE ' G T 8 PROPERTY THAT MAY BE FOUND m ... ASPAHAL7 PAVEMENT . .I.PEA GRAVEL GON RE E ADDITIONAL RESTRICTIONS APPLICABLE TO THIS PR PER OF THIS COUNTY. SECTION 553.19 (10), FLORIDA IN THE PUBLIC RECORDS .. .. _.... _. .. .. . TYPE 16 O.C. REINFORCEMENT LADDER . _... . ... . T _ .. . ... . ... .. PROVIDE *9 GA HORIZONTAL JOIN RE STATUTES, EFFECTIVE '1/10/87. E. D PR THE CONTRACTOR SHALL ENSURE THE VERTICAL CONTINUITY OF ALL CELLS TO A SEPARATE PERMIT WILL BE REQUIRED FOR ALL DRIVEWAY APPROACHES. CONTACT BE FILLED AND SHALL MANTAIN THOSE CELLS FREE AND CLEAR OF ANY AND 62 CONSULTANT S TO PROVIDE A CONTINUOUS AND UNOBSTRUCTED WALL CAVITY FOR S.W. nd AVE ALL DEBRI PUBLIC WORKS DEPT. MAXIMUM HEIGHT OF 12 FEET. ALL VERTICAL REINFORCEMENT SHALL BE HELD IN .. POSITION AT THE TOP AND BOTTOM OF THE CELL TO BE GROUTED]"IINIMUM LENGTH THE HEIGHT OF FENCES, WALL AND HEDGES SHALL NOT EXCEED 25 FEET IN ING• 3 mom PSI SHALL BE USED HEIGHT WITHIN 10 FEET OF THE EDGE OF ANY DRIVEWAY LEADING TO A RIGHT OF A DIAMETERS TYPE M MORTAR ...... - 48 R KITZMAN ENGINEERING, OF LAP SPICES B TO PLACE ALL UNITS . CONTRACTOR SHALL PROVIDE CLEANOUT OPENING AT 'SHE WAY. BOTTOM OF ALL CELLS TO BE GROUTED AND AT ALL REINFORCING SPLICES LOCATION THE HEIGHT OF FENCES IS BEING MEASURED FROM GRADE. GRADE = ELEVATION OF ,5 1 T FLAN ITZM,4N, 2� FOR PROPER VISUAL INSPECTION OF CONTINUOUS CONCRETE FLOW-REINFORCED UNITS PUBLIC SIDEWALK OR GROWN OF ROAD. MASONRY SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATION FOR THE DESIGN 1585 Sll1. 285 St AND CONSTRUCTION OF LOAD BEARING CONCRETE MASONRY OF THE NATIONAL CONCRETE SCALE : 1"=16'-0" HOMESTEAD, FL. 33033 MASONRY ASSOCIATION AND THE PROVISIONS OF ACI 531, 'BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY '. 305-245—�2 LEGAL DESCRIPTION FAX: 305-2"45-12-18 LOTS 10, 11, 16 4. WOOD: LARKIN CENTER,AACCORD GINCTOITHE PLAT CONSULTANT: WOOD FRAMING MEMBERS OTHER THAN TRUSSES SHALL BE *2 SOUTHERN PINE WITH A FIBER BENDING STRESS OF 1200 PSI. SIZES SHOWN ARE THEROF, AS RECORDED IN P AT PAGE 67, OF THE PUBLIC RECORDS NOMINAL. OF MIAMI-DARE COUNTY, FLORIDA. LESS THE WEST 10.00 FEET OF LOTS 16 AND 17. 5. REINFORCING STEEL: A. REINFORCING STEEL SHALL BE DETAILED AND PLACED IN ACCORDANCE WITH ACI 318-99. B. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A 615, GRADE 60. EXIST. STRUCTURE EXIST. STRUCTURE SEAL } } � WI FABRIC SHALL CONFORM TO ASTM A 185. G. ALL WELDED RE EXIST. DOOR 1111111-L111 I 1111 III I �%, ., t STANDARD ° F r . `;, '1, G I �� D. REINFORCING TO BE HELD SECURELY IN POSITION WITH D RD t ' ACCESSORIES DURING PLACING OF CONCRETE. E. ALL TOP REINFORCING SHALL TERMINATE WITH STANDARD HOOKS ° 1#5 VERT. TYP. AT DISCONTINUOUS EDGES. IN CONCR. FILLED CELL r . ,,V) .• •••'. I k S2 F. ALL BOTTOM BARS SHALL BEAR 6' MINIMUM OVER SUPPORTS, : TERRACE TO BE ENCLOSED ° °° I �` �r8 ...• w �'. U.O.N. z o EXISTING 5' HIGH NEW WALL 6. MINIMUM CONCRETE OVER REINFORCING± MINIMUM CLEAR COVER, CMU WALL PROJECT NAME�OLDMAN IN. o o DATE:12-18-2005 il A. CONCRETE AGAINST AND PERMANENTLY EXPOSED ,/ TO EARTH (UNFORMED FACES) 3 NEW WALK 0 24' � NEW WAL SCALE-AS SHOWN PROJECT NO:05-0315 DWG. BY: Fabian Moses APPRO. BY: B. CONCRETE EXPOSED TO EARTH OR WEATHER (FORMED FACES): . A. *6 BARS AND LARGER_-2 '- 6 FLAN SHEET No. B. *5 BARS AND SMALLER____..-- 1 1/2 NOT EXPOSED TO WEATHER OR IN SCALE: 1/4"=1'-0" _ 1 G. CONCRETE CONTACT WITH GROUND: . A. SLABS AND WALLS_____-_____.3/4 B. BEAMS AND COLUMNS 1 1/2 SHEET TITLE: SITE- PLAN