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7051 SW 62 AVE ERPB-06-041-001
.07KP,9 - 06 -1`� 1 I V10( 6 ,4,,�, NOTE 2 EXIST. TB ELEV. +8'-2" DETAIL A NOTE 2 NOTE 2: NEW 2x8 WOOD P.T. :;•;::;•::::•::•:: s ::::•:.:::::. .. ......::.:::::.•:::. DOWEL 2 # x30 TOP & BOTT INTO EXIST. @ 24 O.C. :::...-::: ............... Existing Double Tee Roof R F .... , ::.:-::.:-. ...-:::: :: -:.................. .................. . ....................: w :::::::::;::::;::.:::::::::..-:::.: -::.:-:::::::.- .....:`........:; : :•:?':•`.t?.: TIE E 6 T B AM & S E T W EPO XY GRO UT S.W 61st RDA::::: :: ::::: :: :: : :: :: :: :: : :; ::: 1. ® .... ..... ......... ......... ..... ....... . ................... ............::..: :.::. .::: ........ E- I . ...................................... ........................... .. .. ........ .................... ................. .. ........... :..:::::::::::•:.:. E-. ./ .............. W �. Q o 2x8 WOOD RAFTERS a 0. ........................................................................... 2 3:1 AS PAHAL7 ! < ° - �� ,I o 0 c O.C. a 12 24 0. 00 1�O S Wa. a. . ... . a :. - :.:::...........:.:.:..:::::...::.:::.::::.:::..:.:........:.::::.:::::.. . ::.: New Joist Han ers �............................ ..:...... .......... .._ ........................:..:.-:.:: :.::.::::: ::::::::::::.-::::::.-:::::. '::::::::::::::::::: .::.::::.:::::.:::::: :::.:-::,n::::.-::::::::::::::::.: . .... ARCHITECTUfRE, LLc .............. .................................................................................................................... ........................................................ ........................ a W. USP SUH28 • - Existing ouble Tee 6' Conc.Walk 9 (8) 10d NAILS IN HEADER 9400 RB-1 ELEV. +T-11" RB-1 ELEV. + '-11" o% C O o COMMERCIAL CIA ..................................................................................................... .. ER L A N RETAIL (6 ) 10d NAILS N JO JOIST. A c NI 2 L R r Ec T U R E: c TC C C . TYP. Q - 11 9 1 23 D ETAIL TC A 1"fAJ A CA, P L P RIG NO::OT� ::;:::`::::;: ':::: :::::::: OfQC A v E N U E...:.:::::::.:::.::::::.:;- - ::::::.............................................L.......-:.-:.:::::::.::::.::: CORAL GABLES. FL . 99194_...FF�A�IING FLAN .C.$EE:.:PARK}NCi:;SP,4C�5::OIH':SURWEY.P .:41u)::::.:::: :: .:.....:...................,........-..........................................:.,.,.,.,:.,.,.",.�'�'.'..'.'..... '':.....�'....%'_'.. ....SC 1/4"=V-0" T _ ALE E L C-f86) $ 33g,5 T= AX 0308) 4 4 8 Z Z 1Z U E-M f R Q -� :'%"".'_*.*.,''*.:.."`*'*'*.......... ...... A L fibtarno�as�bd Mautfua! }� I II (3 Sc L� �U L GRASS :::: : CzRAv9 :.%%,.,.,.:.::: ::::::::::.:::::::: ::::: ELEV. REINFORCING *3 STIRRUPS SPACING ISSUE: DATE: MARK SIZE TOP OF REMARKS ISSUED FOR PERT"TIT 12/18/05 BEAM BOTT. MIDD. TOP NO. SPACING EA.END zON IN-z; L Er_: EE Nr) RB-1 8X12 1'-11" 2 * 1 2 * 1 a6° O.G. ZONING: MU-5 4 B HEIGHT (TO RIDGE OF ROOF): 16 6 '- ° Q EXIStINCs NET LANE) AREA 15B55 5 S.F. I STORY LOT COVERAGE (EVERYTHING UNDER ROOF) 49 26 SF. = 269- CNO NEW AREA WILL BE 0 a�ICE EWILDING a ADDED AT THE EXISTING BUILDING) I t '1051 8111.62nd AVE. V <t; REVISION: DATE: SETBACKS: FRONT . 25'-I" L6 SOUTH MIAMI,FL SIDE 11'-5" � �ScgFt.) IT � DESCRIPTION: COLUMN SCHEDULE REAR IV-I" - 0 Cz 9 s - REAR 28'-1" ' ,-6 0 REINFORCING SITE TO BE FILLED TO COUNTY FLOOD CRITERIA ELEVATION N.G.V.D. OR AN �, K• MARK SIZE VERT. TIES REMARKS ELEVATION No LESS THAN THE HIGHEST APPROVED CROWN ELEVATION OF THE 4!2>104 0 ROAD ABUTTING THE PROPERTY. Q . TC 8" X 12° 4 0 5 03 m 8" CONCRETE AREA ADJACENT, TO LAKE OR CANAL TO BE GRADED ;i0 AS TO PREVENT DIRECT 0 OVERLAND DISCI4ARCsE OF STORMWATER INTO LAKE OF. CANAL. Q LOT WILL 13E GRADED SO AS TO PREVENT DIRECT OVERZI-AND DISCHARGE OF 0 STORMWATER ONTO ADJACENT PROPERTY. ro' HIGH WALL I I t� tI I I t�I t APPLICANT WILL PROVIDE CERTIFICATION PRIOR TO FINAL INSPECTION. PROJECT: 1� A� Sti�Uc 11� A1. I SO I S 5' HIGH WAL /=1. SOIL STATEMENT- . LOWEST FINISHED ED FLOO R ELEVATION FOUNDATION SYSTEM CONSISTS OF SHA L L W SPREAD FOT IN G BEARING ING ON (INC I NG B AS E M L IM OCK. FOOTINGS 32 UNDISTURBED ER NGS HAVE BEEN SIGN FOR AN WA ExISTING t s ft. E DE ED ALLOWABLE SOIL R LL BLE L q BEARING PRE SSU RE OF 2000 SF THE C ONT A CTO SHA LL G ONTAC T THE A / T O TERRACE TO N c os E I .ELEVATION INS PE CT TH E S01 L CONDITIONS AN SUBMIT SIGNED SEALED LED LE TT E R TO TH E 1 . .BUILDING DEPARTMENT ATTESTING THAT THE SITE HAS BEEN N O B S E VED AN TH E ^IT Y F L O C R IT E IA 15 C OWN OF O 3 : : : : :R : : : '5FOUNDATION CO NDI T I ON S ARE SIMILAR TO THOSE UPON WHICH THE DESIGN IS BASED. :: A AHAL T PARI G oT; : : ::: : : :.:: :::DIS �IS . REQU IRE D ..............�..................'.................. SOUTH MIAMI .'.�'..'.'.�'..............'.*.'.'..'.'.'..,.,:..'.'.'.'.'.'...'.'..*.*".'.-.'.-.-..-.-..-.-.-.-..-.-.-...-.-...-..-.-.�........:.....�...........................�..-.-.-.-.'.'..-......... 3. CONCRETE: I ROPOSED A. A LL cAST-IN-PLACE CONCRETE IN THIS J05 SHALL AT TAI N A M INIM U M COM PRE SS.. IV E ST RE N G TH CF M1 AT 2 8 D DAYS OF 30 Od LOWEST. FLOOR R AS UI 7 ELEVATION O N SURVEY 15 RE Q I R E D ❑ . P.S.I. BE FoRE MAKE NG ANY INS PE CTION A OV E LOWEST F LC O R B. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI -.SPA.LL BE INCHES ABOVE FINISHED GRADE ro' Conc.Walk 9���' 301-S9 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR \ � . I BUILDINGS." ANY APPLICAlr3LE RESOLUTION: __ . ..:.. . _ _ .. .....,... IIIIII D-2. GROUT FOR THE CELLS TO BE 3000 PSI MINIMUM .: :::.:.:.`::. °` `..:.:.: :.:..... ....:. . . . ...... ......:::::::::'::::. '. ? `. . . .... W. n VI�U rtoTlcE� I ::. :::.:..::. .... ::::... . :::::.-:::::::: ::::::: .. ......................::...:::..::..: ..::.:.. .::::::::::::::::::.::::::.::::. :::..:::::. :.:.::.: :::.:-::.-:: 0 R R CON( T 8 -10 SLUMP. A A G VEL RE E PE R IN ADDITION 10 E REQUIREMENTS OF THIS PERMIT, THERE MAY BE .. -..-.....•.......... :::.:�:::.�:::.�:::::::::::.�:::.:::::.:�.�:.::�... ::'.:�::.:�:::.�.:�:::':::::.:�::.�::::::::::::::::::.�:::.':::::.:�:::.':.:�:: :::'.: ......................... 1 ::..�::.�.:�::.:�: ::::::::.: ::.:..::.:- :::::::.-::::.:-::.: . :::.: ::.: ........ 1 f p� /� ADDITIONAL RESTRICTIONS APPLICABLE TO THIS PROPERTY THAT MAY BE FOUND ::.::::.::-:::.: :.:n:::.: ::.-:::::::::::::::.:: . :::.: ::::. ::::.:::.:-::: . ...........................................:.:..:.:...m:.:::::::::::::::.: !./�t !� R D :::......�::::::.:�.m..................................................._................. ::.::. .. _ .::.�::::::.::::::::::.-:.- :::.:�:::::::::::::::::.�:::., ::::.�:::::'.."..:. E. "9-GA HORIZONTAL JOINT REINFORCEMENT A TY ............. ........::% ....:::....-:.:::-::.::::. :::.:-:::::. :::::::::.:-:::: ::.:::. A"5�?AHAL?PAVEMEN*T ............................._.......................... m .................... PROVIDE LADDER PE 16 O.C. IN THE, PUBLIC RECORDS OF THIS COUNTY: SECTION 553.19 C10) FLORIDA F O -::.::::::.::::::::::.:::::::::::::::::::::::.: ::.:::::•.-::.:: L R D ........................:.::...: ::..:::.-::::::::::::::::. :::::. ::::::::::.: :::::::.::.::::::::::::. :::.-::::._::::::.-::::.-::::::::.: :::::: ::...,.............................................. . CTO SHALL ENSURE THE C THE CONTRACTOR LL E RE E TICA CONTINUITY OF RA VERTICAL N AL CELLS TO S E L EL TATU'I' S L FF TI E E E '1/10/81 G YE B E FILLED AN SHALL MANTAIN THOSE CELLS F REE AND CLEAR OF ANY AND A S ...._..................................._........................................_.......... SEPARATE T I P RAE T WILL P RM LLB REQUIRED E RE E FOR A O R D ALL DRIVEWAY A DEBRIS PROVIDE A CONTINUOUS NUOUS R DR 1/E A PR DE N I AN UNO ST UCT W APPROACHES.D B ED A CAVITY FOR � E . COT C ALL DEBR R LL CONTACT T R ti U t" I. WO P BL S: DE T. HEIGHT 12F RK P H IG F ET. A VERTICAL MAXIMUM E E LL VER SHALL L L H IN L BE ELD . W. 6 S 2nd : ::: : ": : CONSULTANT- THE TH TO AN OTTOM OF TH POSITION AT E P D B E CELL TO BE GROUTED.MINIMUM LENGTH °` ``� "°"°`` � `` HEIGHT ..:,. _:.:::: E G OF FENCES, WA AN LL D HEDGES SHALL NOT EXCEE 2 ..:..... E D S FEET IN ... ... _ .............................. T :.: :.::::::............... .......... . ........:.:.:::.:::::.:::.::..:::.::.:::..:.:::. ::.::..:..:.....:: ::::.: :.:. :.:...::.::.:::::.::.::.:::: :;::::::.:::::.... ........ OF LA SPICES -48 BAR DIAMETERS TYPE 'M' MORTAR 3000 PSI SHALL E USED '.::.:::::.: :::.:::::::...............................................................................................................................................................::..: :::.:. P L B ED .....................................................::.: :: ::::.:-::::.::.::::::::'.:::.:-::.::::::.':::::.::.::::::::::.::::::::::.::-:.::::.::'.::.::.: ::: ,::............................................... HEIGHT WIT IN 1� FEET OF THE EDGE OF ANY DRIVEWAY LEADING t0 A 1 .-::::.:-:::.::::.............................................................................................................................................................:...::...:.:::... :::::::::::•:::. ::.:::::. ::.::::::. S }� ,. RIGHT OF ` UNITS . CONTRACTOR SHALL T G ALL LL OVI C ANOUT O PLACE L R R PROVIDE LE OPENING AT TH PL PE G E WAY. I T I I�I `l ENGINEERING,z OF A C S TO OUT AN T A NFO ..... . ..................................................................................................................................................... OTTOM LL ELL BE GR ED A LL I CIN S ICS OCATION B D REINFORCING Cx PL E L 5 f T FLAN . 1G1TzM,4�1, P 11 FOR PROPER VISUAL INSPECTION OF CONTINUOUS CONCRETE FLOW.REINFORCED UNITS THE HEIGHT OF FENCES IS BEING MEASURED FROM GRAD_. GRADE = ELEVATION OF MASONRY SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATION FOR THE DESIGN PUBLic: SIDEWALK OR CROWN OF ROAD. AND CONSTRUCTION OF LOAD BEARING CONCRETE MASONRY OF THE NATIONAL CONCRETE 15845 S.W. 285 St MASONRY ASSOCIATION AND THE PROVISIONS OF ACI 531, "BUILDING CODE REQUIREMENTS SCALE : I"=16'-0" FOR CONCRETE MASONRY ". HOMESTEAD, FL. 33033 305-245-1255 4. WOOD: . LEGAL DESCRIPTION FAX: 305-245-1218 WOOD FRAMING MEMBERS OTHER THAN TRUSSES SHALL BE *2 SOUTHERN LOTS 10, 11, 16 AND 17 BLOCK 1, OF PINE WITH A FIBER BENDINC-4 STRESS OF 1200 PSI. SIZES SHOWN ARE LARKIN CENTER, ACCORDIGN TO THE PLAT CONSULTANT: NOMINAL. . THEROF, AS RECORDED IN PLAT BOOK 27, AT PAGE 67, OF THE PUBLIC RECORDS . OF MIAMI-DADE COUNTY, FLORIDA 5. REINFORCING STEEL: LESS THE WEST 10.00 FEET OF LOTS 16 AND 17. A. REINFORCING STEEL SHALL BE DETAILED AND PLACED IN . ACCORDANCE WITH ACI 318-99. . B. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO 10'-5:1 NEW ROOF ASTM A 615, GRADE 60. C. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185. EXIST. STRUCTURE EXIST. STRUCTURE . EXIST. DOOR z SEAL %�� '`� , D. REINFORCING TO BE HELD SECURELY IN POSITION WITH STANDARD �_ ,I `�, ACCESSORIES DURING PLACING OF CONCRETE. ° X I 9 New New •�� `' E. ALL TOP REINFORCING SHALL TERMINATE WITH STANDARD HOOKS ° 3 z Aluminium Aluminium -NEW MASONRY "'' AT DISCONTINUOUS'EDGES. © 1#5 VERT. TYP. z U Frame Glass Frame Glass WALL ` ,. ) �W EXISTING IN CONCR. FILLED CELL a Window Window ?';, � ;,- s.. �2 0; F. ALL BOTTOM BARS SHALL BEAR 6" MINIMUM OVER SUPPORTS, EPDXY DOWEL INTO EXIST. FTC z TERRACE TO BE ENCLOSED ° .� z U.ON. - - - - - - - - - - - - - - - - - ;. .z ' ..W `'�( r ..•..•...•r «U 6. MINIMUM CONCRETE OVER REINFORCINGi MINIMUM CLEAR COVER, z ° "EC)� ING 5' HIGH \—N W WALL r J IN. WALL `° � I d � PROJECT NAME�OLDMAN A. CONCRETE AGAINST AND PERMANENTLY EXPOSED ° X TO EARTH (UNFORMED FACES)....... _....._..3 NEW WALL 0 24' 0 NEW WALK 0—� DATE:12-IS-2fD05 B. CONCRETE EXPOSED TO EARTH OR WEATHER EXIST. GLS. BLOCK SCALE:AS SHOWN PROJECT No:05-0315 (FORMED FACES): REMOVE & FILL W/ CONCRETE TYP. DWG. BY: Fabian Moses APPRD.'BY: A. *6 BARS AND LARGER................___2 , , j' .B. *5 BARS AND SMALLER._ _......_._...1 1/2 SHEET NO. C. CONCRETE NOT EXPOSED TO WEATHER OR IN EAST ELEV, FLAN CONTACT WITH GROUND: SCALE: 114"=V-0" 1. A. SLABS AND WALLS__ -_ __3/4 SCALE: 1/4"=I'-0"B BEAMS AND COLUMNS __I 1/2 A == I SHEET TITLE: SITE- PLAN