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08-1384-006FOUNDATION SCHEDULE W.I. / MARK DIMENSIONS REINFORCING STEEL WFA6 16" x 12" CONT. WALL FTG. 2 #5 CONT, BOTTOM � i'n r, COLUMN SCHEDULE CL. MARK DIMENSIONS REINFORCING STEEL FIC 1 #5 VERT_ IN CONCRETE FILLED #5 FR. FTG. TO T/B TOP STL. CELLS. AS SHOWN ON PLAN M M ................. SC 9x8 8 "x S" CONIC. STARTER COL. (2) *5 NOTE: FOR STARTER (owed COL" S., PROVIDE 4 5 x 12" HOR DOWELS @ 24" O.C. TO EXIST. / SOLID CONC. (TYP_) ... ............................... SC 8x12 3 "x 12" CONIC. STARTER COL. 4 #5 VERT. NOTE: FOR STARTER NEW TIE BEAM. FOR INFO & #3 @ 8 "o.c. COL" S.I PROVIDE i15 x 12' HOR DOWELS M @ 24" O.C. TO EXIST. SOLID CONC. (TYP.) ........................................ ......... ............... ... ...... ......... ............................... TIC 8"x 12" ....................... .............. .. ... .................... 4 #5 VERT. & #3 @ 8 "o.c. / 1 LEGEND: NEW 3000 PSI GROUT FILLED C.M.U. CELL REINFORCED W/(1) #5 INSTALLED IN EXISTING MASONRY WALL EPDXIED 6" MINIMUM WITHIN FOOTING AND TIE BEAM. 17--v FILLED CELL W /3000 psi GROUT REINF. W /(l)N5 @32 "o -c. MAX. (NP-) NEW 4" CONIC. SLAB --- 6XG- W1.4XW1.4 WWF(UON) LAPPED 6 MM. WWF ON 6 MIL VISQUEEN VAPOR BARRIER ON WELL COMPACTED FILL MASONRY WALL NOTES: 1- MORTAR & GROUT- MUST COMPLY WITH SECTION R4407.5.1.5 RESIDENTIAL 2004 BUILDING CODE 2. CLEAN MASONRY CELLS TO OBTAIN A MINIMUM 3 "X3" UNOBSTRUCTED CONTINUOS VERTICAL CAVITY. PLACE 3000 PSI GROUT FILL IN 4 FT LIFTS MAXIMUM UNLESS SPECIAL GROUT IS USED. CLEANOUT OPENINGS SHALL BE PROVIDED WHERE GROUT POOR EXCEED 4 FT IN HEIGHT. 3.8" CMU WALLS SHALL BE REINF. W/#5 VERT. @ 32" O.C. MAX. WITHIN 3,000 PSI GROUT FILLED CELLS AND 9 GA LADDER HORIZONTAL EVERY TWO COURSES UNLESS OTHERWISE NOTED. 4. COMPRESSIVE STRENGTH OF MASONRY WALLS ON SHALL BE AS FOLLOWS: 1,500 PSI BASED IN A COMPRESSIVE STRENGTH OF MASONRY UNIT OF 1,900 PSI WITH TYPE M MORTAR 5. GROUT SHALL BE PLASTIC MIX HAVING MAXIMUM SLUMP OF 9 INCHES = / -1 INCH. 6. GROUNTING SHALL BE A CONTINUOUS OPERATION IN LIFTS NOT EXCEEDING 4 FEET AND A MAXIMUM POUR OF 12 FEET. FLOOR NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO BEGIN ANY CONSTRUCTION. 2. CONTRACTOR SHALL COORDINATE ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR ENGINEER BEFORE PROCEEDING WITH THE WORK 3. FLOOR SLAB CONSISTS OF A 4" CONCRETE SLAB ON WELL COMPACTED FILL OVER A POLYl`HYLENE VAPOR BARRIER (INTERIOR SLAB ONLY) AND REINFORCED WITH SX6- W1.4XW1.4 WWF (LION) LAPPED 6 MM. WWF SHALL BE PLACED 2" BELOW THE TOP OF THE SLAB IN ORDER TO BE EFFECTIVE. 4. CENTERLINE OF COLUMN OR WALL IS CENTERLINE OF FOOTING (LION). 11' -7” CORNER _ CORNER ------------------------------ ----- - - - - - WF -16 ` FILLED CELL — W /3000 psi GROUT LL REINF. W /(1)#5 - @32 "o.c. MAX. • 00 , (TYP,) i I sC -1 PORCHZO W/2#5 VERT. I I I TV ROOM - -- -- -- - -- -- - -- �, co : I I ILL LL I NEW 4" CONC. SLAB • i GX6- W1.4XW1 -4 WWF(UON) LAPPED 6 MM. WWF j I ON 6 MIL VISQUEEN N VAPOR BARRIER LIVING ROOM ' ON WELL COMPACTED FILL I I LAVE r I I I I I I ' I FILLED CELL EXISTING I I W /3000 psi GROUT REINF. W /(IIX @32 "o.c. MAX. I I • (TYP.) I , I I � I I I i I I I , N � I I I CD I i o 0 LLI • L - MWF -10 ?.*i o 0 • -- — — — — — — — — — —, I 4; W3 #5i I I XI I • • °'� I I , 16„ o KITCHEN DINING ROOM LL I I I I I I I • i 8"X12 "T.C. 0 i I /4 #5 W VERT. _ I I - '� i - -- ---- - - - - -- 3#,51------- - - - - -- - t' -- - -- _ 7 I � • • • • I um i = "x12 "T.c. '--6" 6' -3" I� W /4##5 T. - 10' vmw I DEN FILLED CELL W/3000 psi GROUT I REINF. W /(lM I @32 "o.c_ MAX. C`' _'OUNDATION PLAN SCALE: 1/4" = 1'- 0" _T R4409.13.5 TERMITE PROTECTION ALL BUILDING SHALL HAVE A PRE - CONSTRUCTION TREATMENT PROTECTION AGAINST SUBTERRANEAN TERMITES. THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES SHALL BE DEEMED AS APPROVED WITH RESPECT TO PRECONSTRUCTION SOIL TREATMENT FOR PROTECTION AGAINST SUBTERRANEAN TERMITES. A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." SOIL STATEMENT: SOIL CONDITION AT SITE BY VISUAL INSPECTION INDICATES AN ALLOWABLE BEARING CAPACITY OF 2,000 P.S.F. (UNDISTURBED SAND AND /OR ROCK). PRIOR TO THE INSTALLATION OF ANY FOOTING FOUNDATION SYSTEM FOR NEW BUILDINGS, STRUCTURES OR ADDITIONS THE BUILDING OFFICIAL SHALL BE PROVIDED WITH A STATEMENT FROM AN ARCHITECT OR ENGINEER TO CERTIFY THE PRESUMTIVE SOIL BEARING CAPACITY. R4404.4.3.1 SOIL COMPACTION FILL SUPPORTING CONCRETE SLAB SHALL BE COMPACTED UNDER THE SUPERVISION OF SPECIAL INSPECTOR TO A MINIMUM OF 95 PERCENT OF MAXIMUM DRY DENSITY AS DETERMINED BY COMPACTION TEST FOR ALL LAYERS & 98 PERCENT FOR FOOTING. CHAPTER 9 B -53: RADON RESISTANCE PROVIDE 6 MIL.VAPOR BARRIER AT CONCRETE SLAB TO COMPLY WITH CHAPTER 9 B -53 STANDARD HOOK F(2)#5 X S -6" DOWEL WITH 6" MIN, EMB. INTO EXISTING TIE BEAM(T&B) ROOF OR COLUMN TERMINATION PT. ..r OPEN NOTCH IN EXISTING WALL AND FILL WITH 3000 PSI GROUT 8" 10 "1A, #5 @ 24" O.C. MAX SC -NEW 8 "X12" CONC. STARTER —� COL. REINF. W /(4) #5 VERT. do #3 STIRRUPS @ 12 „ o.c. I ;r. (2) #5 DOWELS W /STANDARD HOOK n NEW FINISH FLOOR z CD I NEW WALL FOOTING. SEE PLAN AND NOTES FOR THICKNESS AND REINFORCING �N 0 FACE OF EXISTING WALL EXISTING WALL (2) #5 X S -6" DOWEL WITH 6" MIN. EMB. INTO EXISTING FOOTING EXISTING WALL FOOTING 8X12 STARTER COLUMN CONNECTION TO EXISTING STRUCTURE BEDROOM III►���II THE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED IN COMPLIANCE WITH FBC 2004 & 2006 SUPPLEMENT. SC -NEW 8 "X8" CONC. STARTER COL. REINF. W /(2) #5 VERT. (2) #5 DOWELS W /STANDARD HOOK NEW FINISH FLOOR - x NEW WALL FOOTING. SEE PLAN AND NOTES FOR THICKNESS AND REINFORCING NOTE: PROVIDE HORIZONTAL JOINT REINFORCEMENT BETWEEN EVERY OTHER COURSE W /MIN. #9 LADDER TYPE. REINF. TO EXTEND INTO TIE COLUMN MIN. 4 ". 0 I W W.I. / w � i'n r, W �U CL. WT M M W (owed / N 0 NEW TIE BEAM. FOR INFO STANDARD HOOK M (2)#5 X S---6" DOWEL WITH 6" MIN. � REFER TO PLAN w EMB. INTO EXISTING TIE BEAM (T&B) Z W N 0 L w M o 0 �o� C4 o O ROOF OR COLUMN Cl) Q Q W Z -0 M 0©0 M TERMINATION PT. BATH F co J c0 000 z W ' ` •° CITY OF SOUTH MIAfAt A/C / •.A.: ' J BUILDING DEPT. U u) 22— OPEN NOTCH IN EXISTING WALL BUILD :NG SECTION AND FILL WITH 3000 PSI GROUT W.1. o CL 8„ DROP TIE BEAM. ADD 2) 5 BOTTOM • � APPi�IlDliY: � AND EXTEND STIRRUPS( T� THE BOTTOM .' POUR DROPPED CONIC. BM. ALONG THE ENTIRE OPENING o DATE: � A l0i WITH ADD'L 2 #5 BOT, 8" _ EXTENDED 8" EA.SIDE,3 "o.c. TIES 5 @ 24 O.C. MAX 10"1 #5 FACE OF EXISTING WALL @ALL OPNGS. @12 BEDROOM III►���II THE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED IN COMPLIANCE WITH FBC 2004 & 2006 SUPPLEMENT. SC -NEW 8 "X8" CONC. STARTER COL. REINF. W /(2) #5 VERT. (2) #5 DOWELS W /STANDARD HOOK NEW FINISH FLOOR - x NEW WALL FOOTING. SEE PLAN AND NOTES FOR THICKNESS AND REINFORCING NOTE: PROVIDE HORIZONTAL JOINT REINFORCEMENT BETWEEN EVERY OTHER COURSE W /MIN. #9 LADDER TYPE. REINF. TO EXTEND INTO TIE COLUMN MIN. 4 ". 0 I W UX7 LL O w � i'n r, WT M M W (owed N 0 uJ w M � Q w Z W N 0 L w M _l 0 �o� C4 o O (0 Cl) Q Q W Z -0 M 0©0 M co J c0 000 z W LL 00 r U J U u) 22— UX7 LL O w � i'n r, WT M M W (owed uJ w M � Q Z W N 2 OIn 0 �o� C4 0 O (0 Cl) Q EXISTING WALL -------------------- CITY OF S01UTH MIAMI BUILDING LEr`*1-. STRUCTURAL SECTION APPROVED COY: ryA,TE ` .„...,,_",,7'.;4, ----• : Drown By. PUERTO /CBS (305) 262 -8075 (2) #5 X 3' -6" DOWEL WITH 6" MIN. EMB. INTO EXISTING FOOTING checke4: M. LOPEZ EXISTING WALL FOOTING 8X8 STARTER COLUMN CONNECTION TO EXISTING STRUCTURE SCALE 3/4" -,-0 Dote: 11/25/08 Project # 08 -115 Sheet: S-1