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00-0338-006 _ ___ FATHI ARCHITECTS, L E O E N D: -- ----- - --- --- - - O�QO��� P 0 O EX15TINO ROOF RAFTERS Ic 8 SPAN 12 5EMCO JOIST SUPPORT UHPGA24 WITH 4-I0d BEAM, O EXISTING ROOF RAFTERS Wne," SPAN 2-IOCI JOIST 485# CAPACITY, PGA q8-1016.01 3O EXISTING CEILING JOISTS Iq'-8" SPAN EXP. 1/11/02 13 TWO 5EMCO RAFTER TIES RTPGA24 EACH WITH ® EXISTING DOUBLE 2"x4" TOP PLATE II-IOd IN COLUMN, 4-10 IN TOP PLATE, 1-I0d IN 5� EXISTING CEILING JOISTS II'-8" SPAN BEAM, -24'10# CAPACITY DOA 15-1016.04 © EXISTING CONTINUOUS GRADE BEAM AND EXP. 02/01/02 FOOTING 14 5EMG0 HEAVY DUTY P05T ANCHOR ABP44 WITH O NEW 4"x4" No.2 SOUTHERN PINE COLUMN (TYP.) 1/2" THREATED ROD A5TM A5-72 6r.50 ANCHORED SEAL. ® NEW DOUBLE 2"xb" No.2 SOUTHERN PINE BEAM IN GRADE BEAN IN 518"x6" HOLE WITH RAWL POWER I JV I:... NAIL TOGETHER WITH IOd ON 4" CENTERS FAST(§ EPDXY AND 12-I6d NAILS IN COLUMN STAGGERED) CAPACITY-2515# DGA q8-1016.03 EXP. 1/11/02 q NEW DOUBLE 2"x12" No.2 DENSE OR Nod SOUTHERN t ' 15 EXISTING WALL "'�° •-, �' '�. c ��#sX2��� DowELS c 2� •� • PINE BEAM . , E;pOX ill-Leap H,94 5 �- o �� "' /�� gof�' (� � Q• C. 16 5EMCO TPP6 W/ (6)-I06 X1-70 LB. CAPACITY DGA l:� 51t'A`^,�4 • Gle��-�/jOR Z Ty/- la-1016.0-7 EXP. 01/11/02 ' REMOVE EXISTING WALL 10 5EMCO RAFTER TIE RTPGAI4 WITH 5-I0d EA. END 1� J-BOLT I/2" DIA.xl2"x4" ON 24" CENTERED ASTM 825# CAPACITY DGAgB-1016.04 EXP. 02/01/02 16"x12" CONT. T.E. W/2#5 A30-1 CONT (TYR.) II 5EMCO JOIST SUPPORT 5MP26D WITH 14-IOLI CONSULTANT: NEW 4" CONCRETE SLAB W/ 6"xb BEAM, b-IOd JOIST 1450# CAPACITY, DG BILL GIVENS & ASSOCIATES, INC.A CONSULTING ENGINEERS WI.4xNIA W.W.F. ON WELL q5-1016.05 EXP. 02/01/02 7505 SW 173 ST. COMPACTED FILL MIAMI, FL. 33157 TEL/FAX: (305) 233-9477 NEW 2"x6"c�16" O.G. EXTERIOR / TO BE STUCCO ON PAPER BAGKI WILLIAM D. GIVENS, P.E. METAL LATH OVER 5/8 STRUCTURAL ENGINEER " EXTERIC P.E.#STRUCTURAL PLYWOOD SHEATHING (TYP.) I 3 I / RAFTERS Iq'-8" SPAN I j A/O I / I 1/2" U=-412 RAFTERS II'-8" SPAN � 10 P� NE;W 4"x4" SOUTHERN PINE ix 11 GCJLUMN (TYP.) 16d�4" G.G. ~✓ l REMOVE EXISTING PARTITION O O b i i i i EXI5TING WOOD FASCIA I� I I I E-4 I I I 4 I I - - - Y••� -� a, i ii I ' I SHORE ROOF & CEILING NPN 4"x4" SOUTHERN PINE GE I L I NG JOI NT5 I I'-8"SPAN ' RAFTERS UNTIL NEW BEAM 15 COLUMN (TYP.) c{ L ; I EXISTING ROOF 4 DECKING INSTALLED 1 _ a--a d, ►�-4 I - _ 13 U=_2-2008 I O - r-a.•� I � EXISTING WALL AND COLUMN - I I TO REMAIN (TYP) _ 12 2- :2"x&" W.D. HEADDERS II 8 5 ® 2"x6" W.D. STUDS ® 16" O.G. w it II II EXISTING OPENING I , D_G=46 G=156 R=I I A TT. INSULATION II II II I/2" Li II II II OWNER: IQ 152" PLYWOOD WITH BUGANVILLIAN OLD FLA.TAVERN 15 METAL LATH OVER ADDRESS: ASPHALT PAPER AND "7221 5 W 58th AVENUE 1/2" STUCCO SOUTH MIAMI, FLORIDA 7REMOVE EXISTING NON-BEARING PARTITION FROM .r PHONE: FLOOR TO CEILING 1/2" DRYWALL O O N REVISION5 DATE BY 2"x6" P.T. W.D. SOLE PLATE M M 4. U=-200e> 14, BASE N FLOOR TILE CO 4 i ; 4 N ° 4 EXISTING FLOOR ELEVATION ° 16 L GRADE �- /�\�\\i/\/, 4 GONG. SLAB W/ 6x6 -# IOx10 L- \\\\��\�\\��\\�\\�\\��\�\\�\\��\�\\�' ° W.W.M. OVER VAPOR BARRIER FILM \/\/\/\/\/\/\/�\/�\/�\/�\/�\/�\/�\/�\/�\/� • \/�\ \��\ q.1.....Gs \i\ii\�i��i��/�.ON WELL COMPACTED FILL COPYRIGHT 1997.FATHI ARCHITECTS,INC. ALL IDEAS,DESIGNS,ARRANGEMENTS AND -.. _ -� \\\ \�\\ / PUNS INDICATED OR PRESENTED BY THIS DRAWINGS ARE OWNED BY.AND ARE THE \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\/\\/\\ ° /\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\//\\//\\/ \\//\\/\\//\//\//\/\/�\/�\//\//\/�\/�\/�\/�\/�\/�\ ' •. -° //��� \/�\ .. ��\��\�� \ PROPERTY OF FATHI ARCHITECTS.INC. .AND WERE CREATED AND DEVELPOED FOR USE ON,AND IN CONNECTION WITH THIS SPECIFIED PROJECT.THESES IDEAS, DESIGNS, •�. \\\\\\\\\\ \\ \\\\ \\/\\/\\/\\ -. ` \\\\\\/\\�\\�\\�\\�\\�\\�\\�\\�\\�\\ \\/\\/\\/\\/\\/\\��\\��\\��\\��\\��\\��\\��\\��\\��\\��\\/� \���/��/��/��/����������� \��\��\��\� � ARRANGEMENTS AND PLANS ARE NOT TO BE USED,DISCLOSED.REPRODUCED.ALTERED. \\\\\\\\\\\\ MONOLITHIC GONG. FOOTING COPIED OR TRANSFERRED IN ANY FORM OR MANNER WHATSOEVER,WITHOUT THE SPECIFIC \\\\\\\\\\ \ \ 7777/\\�\\�\\�\\ /\\ /\ \\�\\�\\ \ \�\� \'/\'/\ '/\t\\\� \\��\��\��\��\��\��\��\��\��\��\��\��\� WRITTEN PERMISSION OF FATHI ARCHITECTS,INC.' �j�i ������i����j/��� /,��i�i\� \r,�/ \���\��\/\/\/�\/�\�j\ \ \ \ \ \ \/, \\\j\\/\\/\\j\\ \ \ \ \ \ \�\\,\\�\\/ \\\\\�\\�\\�\\�\\�\\�\\�\\�\\�\\� 16'x]2" W/ 2 # 5 GOVT I NUOS RODS WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR DIMENSIONS j�j�j�j�j�j \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \�\�/ /\�\�\�\�\�\/\�\�\�\�\�j\ /\\�\\�\\�\\�\\�\\�\\�\\�\\�• AND CONDITIONS ON THE JOB. FATHI ARCHITECTS,INC. MUST BE NOTIFIED IMMEDIATELY FPL /�\\/�\\/\\\//\\//\//\ \\�\\�\ / IN WRITING OF ANY VARNTION FROM THE DIMENSIONS AND CONDITIONS SHOWN BY \/ /\/' THESE DRAWINGS.FIELD VERIFY ALL CONDITIONS PRIOR TO LAYING OUT OR FABRICATING METER \��\\\\��\\��\\��\\��\\��\\��\\��\\��\\��\\��\\\��\\��\\��\\��\\��\\��\\��\\��\\��\\��\\��\\��\\{\\�\\��\/ ASSOCIATED WORK. NOTE: SHORE EX 15T1 NO ROOF RAFTERS AND GE I L I NG5 JO 15T5 Q UNTIL NEW COLUMNS BEAM ARE ERECTED DATE: os-oa-oo / SCALE: AS SHOWN FOUNDATION PLAN 1 4" 1 WALL SECTION 3/4" WALL SECTION 3/4 WALL SECTION 3/4" DRAWN: M.D. 2 CHECKED: A.F. COMMISSION NO.: 28000 � I to 7 m SHEET U W O ry SHEET NO. OF U