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15-269-004'G\ EXIST'G. STRUCTURAL ROOF TO REMAIN EXIST'G. 2"x6" WD. JOIST @ 16 "O.C. TO REMAIN EXIST'G. SLOPE 1/8" P /FT. MIN. EXIST'G. 2"x6" WOOD BLOCKING TO REMAIN EXIST'G. 2 "x6" WOOD LEDGER W/ 1/2 "0 EXP. BOLTS TO REMAIN EXIST'G. STRAP ANCHOR TO REMAIN NEW 2"x8" WOOD BLOCKIN AT BOTH SIDES NEW 8"x12" CONC. BEAM W/4 #5 CONT.- #3 TIES © 12" O.C. EA. SIDE AT CORNERS BALANCE 48" O.C. AND CORNERS BARS 5' LONG EA. LEG NEW 1/2" DRYWALL OVER 1'x2" WD. FURRING STRIP ® 16" O.C. TYP. - EXIST'G. 2 "0 PIPE COLUMN TO REMAIN EXIST'G. 2"x6" WOOD STUD AT 16" O.C. TO REMAIN 8"x12" TIE COLUMN W/4 #5 VERT. REINF. (SEE COLUMN SCHEDULE) NEW CONC. BLOCK WALL AND 8"x12" COLUMN (SEE COLUMN SCHEDULE)- DRILL AND EPDXY Y5 VERT. INTO EXIST'G. STRUCTURE WALL MIN. EMBED 8 ". USE APPROVED EPDXY AND FILL CELLS WITH GROUT EXIST'G. CONC. BLOCK WALL TO REMAIN EXIST'G. 4" CONC. SLAB TO REMAIN I� =in 1 a 47 I EXT'G. C ❑NC. FOOTING 20'x10' EXT'G. CONC, FOOTING 10'x16' \ BY MICR ❑FILM REFERENCE BY MICR ❑FILM REFERENCE TO REMAIN TO REMAIN TYPICAL SECTION "A -A" 3/411=1 -o STRUCTURAL NOTES I. CODES 1. AMERICAN INSTITUTE OF STEEL CONSTRUCTION "SPECIFICATION FOR STRUCTURAL STEEL BUILDING - ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN ", 13th. EDITION 2. AMERICAN CONCRETE INSTITUTE "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 -08. 3. AMERICAN FOREST AND PAPER ASSOCIATION "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ", 2005 (NDS). 4. AMERICAN CONCRETE INSTITUTE "BUILDING CODE REQUIREMENTS FOR REINFORCED MASONRY STRUCTURE" ACI 530 -08. 5. FLORIDA BUILDING CODE (F.B.C.) 2010 - RESIDENTIAL HVHZ. EDITION WITH LATEST AMENDMENTS AND REVIEWS 5. ASCE 7 -10 WINDLOADS II. MATERIALS UNLESS OTHERWISE SHOWN OR NOTED ON DRAWINGS. 1. STRUCTURAL STEEL: ASTM A36 ANCHOR BOLTS, UON ASTM A325 2. CAST -IN -PLACE CONCRETE FOUNDATION: 3 KSI NORMAL WT SLABS ON GROUND: 3 KSI NORMAL WT COLUMNS AND BEAMS: 3 KSI NORMAL WT 3. REINFORCEMENT: 2 # 5 VERT. IN GROUTED CELL DEFORMED BARS: ASTM A615 GRADE 60 WELDED WIRE FABRIC: ASTM A185, GRADE 60 4. WELDING ELECTRODES: E70XX LOW HYDROGEN 5. BOLTING MATERIALS: ASTM A325 OR A490, UON. 6. FRAMING LUMBER DOUGLAS FIR OR SOUTHERN DECKING YELLOW PINE. REMARKS 19% MAXIMUM MOISTURE CONTENT Fb =1200 PSI MINIMUM NOMINAL SIZE DRESSED S4S III. GENERAL EXIST'G. 2"x6" WOOD FASCIA TO REMAIN , OILT ❑P OF WD. BEAM EL, +8' -10' OIL TOP OF CONC. BEAM \ EL, +8'_2, EXIST'G. 4"x8" WOOD BEAM TO REMAIN City of South Miami Planning & Zo ' g Reviewer Date 1. NOTE, TYPICAL DETAILS AND SCHEDULES APPLY TO ALL STRUCTURAL WORK UNLESS OTHERWISE NOTED FOR CONDITIONS NOT SPECIFICALLY SHOWN, PRO- VIDE DETAILS OF A SIMILAR NATURE. VERIFY APPLICABILITY BY SUBMITTING SHOP DRAWING FOR REVIEW. 2. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNTION WITH THE SPECIFICA- TIONS ARCHITECTURAL AND MECHANICAL DRAWINGS. IF THERE IS A DISCREPANCY BETWEEN DRAWINGS IT IS THE CONTRACTOR'S RESPONSABILITY TO NOTIFY THE ENGINEER PRIOR TO FORMING WORK. 3. DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONAL INFORMATION. 4. SEE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR WATER /DAMPROOFING AND FIRE PROOFING DETAILS AND REQUIREMENTS. 5. AT ALL TIMES THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CON- DITIONS OF THE JOB SITE INCLUDING SAFETY OF PERSONS AND PROPERTY. THE ARCHITECT'S OR ENGINEER'S PRESENCE OR REVIEW OF WORK DOES NOT INCLUDE THE ADEQUACY OF THE CONTRACTOR'S MEANS OR METHODS OF CONSTRUCTION. 6. DRAWINGS HAVE BEEN PREPARED BASED ON AVAILABLE KNOWLEDGE OF EXISTING CONDITIONS IF, DURING EXCAVATION OR CONSTRUCTION ACTUAL CONDITIONS ARE DISCOVERED TO DIFFER FROM THOSE INDICATED ON DRAWINGS, ENGINEER SHALL BE NOTIFIED. DETAIL 1 3/4 " =1' -0" S -1 TE- 8"x12" CONC. FOOTING W/1 #5 CONT. V. CONCRETE NOTES 1. REINFORCING STEEL SHALL HAVE A MINIMUM CLEAR COVER AS FOLLOWS, UON. IN DRAWINGS: CONCRETE POURED AGAINST EARTH .................... .............................3" CONCRETE EXPOSED TO EARTH OR WEATHER #5 OR SMALLER ..................................... ..............................1 1/2" #6 OR LARGER ...................................... ............................... 2" CONCRETE NO X T EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: COLUMNS(TIES AND MAIN REINF.) ................... ................ 1 1/2" SLAB, WALLS, JOINTS #11 OR SMALLER 3/4" BEAMS(STIRRUPS AND MAIN REINF.) ................. ............... 1 1/2" CLEAR COVER SHALL BE CLEARLY SHOWN ON ALL REBAR DETAIL DRAWINGS. 2. ALL REINFORCEMENT SHALL BE SECURELY HELD IN POSITION WHILE PLACING CONCRETE IF NECESSARY, ADDITIONAL BARS SHALL BE PROVIDED BY THE CON- TRACTOR TO FURNISH SUPPORT. 3. THE CONTRACTOR SHALL VERIFY THE DIMENSIONS AND LOCATIONS OF ALL OPE- NINGS, PIPE SLEEVES, ETC. AS REQUIRED BY ALL TRADES BEFORE THE CONCRE- TE IS POURED. tHE CONTRACTOR SHALL CONSULT THE ARCHITECTURAL, MECHA- NICAL AND ELECTRICAL DRAWINGS, AS WELL AS THE STRUCTURAL DRAWINGS FOR THE LOCATION, NUMBER AND SIZE OF ALL OPENINGS, SLEEVES, ETC., HOWEVER, OPENINGS NOT SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE INSTALLED ONLY AFTER APPROVAL BY THE STRUCTURAL ENGINEER IS OBTAINED. 4. LOCATION OFF ALL CONSTRUCTION JOINTS NOT SHOWN IN DRAWINGS SHALL BE SUBMITTED TO ENGINEER FOR APPROVAL PRIOR TO DETAILING OF REINFORCING. ALL CONSTRUCTION JOINTS TO BE CLEARLY SHOWN IN REBAR DETAIL DRAWINGS. ENGINEER MAY REQUIRE ADDITIONAL REINFORCING AT CONSTRUCTION JOINTS. 5. CONCRETE FINISH FOR SLAB ON GROUND SHALL BE "LIGTH BROOM FINISH ". CONCRETE FINISH FOR BEAMS AND COLUMNS SHALL BE "SMOOTH FORM FINISH, ACI 301 -89 (10.2.2). 10' -10" - - - WF -16 - . .. _ 10 J. 2 - - - - - - - - - - - .. I I I •• 2 ZEXT'G. 4" CONC. SLAB TO REMAIN EXT'G. Exra PORT RESIDENCE CAR CONVERT IN TO GARAGE I I I I '• 2 I I EXIST'G' 20"x10" CONC. 1 1 FOOTING TO TRMAIN I i L WF 16 WF [16 J 7' -6" ' -9" 1 s -t N FOUNDATION PLAN SCALE: 1 /4" = 1' -0" A -A S -I BEAM SCHEDULE MARK SIZE & REINFORCEMENT REMARKS B -1 8 "x12" BEAM. W/2 # 5 TOP & BOTT. # 3 ® 5" O.C. /IA _ COLUMN SCHEDULE MARK SIZE & REINFORCEMENT REMARKS Q S.C. 2 # 5 VERT. IN GROUTED CELL T.C. 8 "x12" TIE COL. W/4 # 5 VERT. # 3 TIES 8" O.C. FOOTING SCHEDULE MARK DESIGN SIZE TYPE REINFORCEMENT REMARKS WF-16 16" x 12" 2 #5 CONT. BOTTOM - W T � V. MASONRY 1. HOLLOW CONCRETE MASONRY SHOWN ON THESE DRAWINGS SHALL BE ASTM C90 ON GRADE N, TYPE I, NORMAL WEIGTH WITH F'mc = 1500 P.S.I. 2. MORTAR SHALL CONFORM TO ASTM C270, TYPE M OR S FOR ABOVE GRADE TYPE M FOR BELOW F'm = 2000 P.S.I. 3. GROUT FOR FILLED CELLS SHALL CONFORM TO ASTM C476 WITH 2000 P.S.I. STRENGTH AT 28 DAYS. CELLS SHALL BE GROUTED IN INCREMENTS NOT EXCEE- DING 4 FEET VERTICALLY AND A SLUMP OF 9" + 1" FILL CELLS BELOW GRADE. 4. VERTICAL REINFORCING SHALL BE ASTM A615, GRADE 60 DEFORMED BARS MINI- MUM LAPS SPLICES SHALL BE 48 BARS DIA. AS FOLLOWS: #3 BARS - 1'- 6" #4 BARS - 2'- 0" #5 BARS - 2'- 6" #6 BARS - 3'- 0" 5. HORIZONTAL REINFORCING SHALL BE No. 9 GAGE LADDER TYPE OR EQUIVALENT AND SHALL BE PLACED EVERY OTHER COURSE U.O.N. 6. ALL BLOCK SHALL BE PLACED IN RUNNING BOND. 7. REIFORCING SPLICES TO 48 BAR DIAMETERS MINIMUM. 8. A SPECIAL INSPECTOR IS REQUIRED FOR ALL GROUTING. VI. WOOD NOTES 1. ALL WOOD IN CONTACT W /CONCRETE, MASONRY OR LATH SHALL BE PRESSURE TREATED AS PER "AMERICAN WOOD- PRESERVERS' ASSOCIATION ". 2. STRUCTURAL LUMBER SHALL HAVE A MINIMUM ALLOWABLE BENDING STRES OF 1,200 P.S.I. FRAMING LUMBER SHALL BE SOUTHERN YELLOW PINE No. 2, COMMON No2 OR APPROVAL EQUAL. LUMBER SHALL BE FREE OF WARP THAT CAN NOT BE CORRECTED BY BRIDGING AND NAILING. Pev;sicns 2.23.15 FIRST ISSUE /IA _ d' W T � rr J ILL ��� VJ O W 1. 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