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13-718-004STRUCTURAL GENERAL NOTES I.- CODES 1.- FLORIDA BUILDING CODE, 2010 EDITION. 2.- AMERICAN INSTITUTE OF STEEL CONSTRUCTIONS "SPECIFICATIONS FOR STRUCTURAL STEEL BUILDING - ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN ", LATEST EDITION. 3.- AMERICAN CONCRETE INSTITUTE "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" ACI 318 -08. 4.- AMERICAN FOREST AND PAPER ASSOCIATIONS "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION% 2005 EDITION ( "NDS "). 5.- AMERICAN CONCRETE INSTITUTE "BUILDING CODE REQUIREMENTS FOR MANSORY STRUCTURE" ACI 530- 05 /ASCE 7 -10. 6.- ALL CONSTRUCTION SHALL COMPLY WITH ACI -301, LATEST EDITION. 7.- ALL REINFORCED STEEL SHALL BE DETAILLED TO COMPLY WITH ACI -SP- 66(315). 8.- ALL STEEL PLACING SHOP DRAWING SHALL BE PREPARED IN ACCORDANCE WITH ACI- SP- 66(315R). II. M A T E R I A L S UNLESS OTHERWISE SHOWN OR NOTED ON DRAWINGS. 1.- STRUCTURAL STEEL: ............. ASTM A 36. ANCHOR BOLTS. U.O.N.: ............ ASTM A 307. 2.- CAST -IN -PLACE CONCRETE 8d RS 06"O.C. FOUNDATION: ......... 3,000 psi NORMAL WT. SLABS ON GROUND: ........ 3,000 psi NORMAL WT. COLUMNS AND BEAMS: ....... 3,000 psi NORMAL WT. 3.- REINFORCEMENT Q PLYWOOD CLIPS 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 U.O.N 6.- FRAMING LUMBER: ............... DOUGLAS FIR OR 11 SOUTHERN YELLOW PINE No.2. 19% MAX. MOISTURE zv CONTENT. f'b= 1,200 psi MINIMUM. NOMINAL SIZE DRESSED Q S4S. G E N E R A L 1.- NOTE, TYPICAL DETAILS AND SCHEDULES APPLY TO ALL STRUCTURAL WORK UNLESS OTHERWISE NOTED FOR CONDITIONS NOT SPECIFICALLY SOWN. PROVIDE DETAILS OF SIMILAR NATURE. VERIFY APPLICABILITY BY SUBMITTING SHOR DRAWING FOR REVIEW. 2.- STRUCTURAL DRAWING SHALL BE USED IN CONJUNTION WITH THE SPECIFICATIONS, ARCHITECTURAL AND MECHANICALS 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 WATERPROOFING AND FIRE PROOFING DETAILS AND REQUIREMENTS. 5.- AT ALL TIMES THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE INCLUDING SAFETY PERSON 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 CONSTRUCTIONS. DRAWING HAVE BEEN PREPARED BASED ON AVAILABLE KNOWLEDGE OF EXISTING. 6.- CONDITIONS IF, DURING EXCAVATION OR CONSTRUCTION ACTUAL ARE DISCOVERED TO DIFFER FROM THOSE INDICATED ON DRAWINGS, ENGINEER SHALL BE NOTIFIED. IV.- CONCRETE NOTES 1.- REINFORCING STEEL SHALL HAVE A MINIMUM CLEAR COVER AS FOLLOWS, U.O.N. IN DRAWINGS. CONCRETE POURED AGAINST EARTH .................. 3" CONCRETE EXPOSED TO EARTH OR WEATHER: '5 OR SMALLER ................. 1 -112" '6 OR LARGER ................. 2" CONCRETE NOT EXPOSED TO WEATHER OR IN CONCTACT w/ GROUND: COLUMNS (TIES AND MAIN REINFORCING) ...... 1 -1/2" SLABS, WALLS, JOINTS, '11 OR SMALLER ...... 3/4" BEAMS (STIRRUPS AMD 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 NECESARY, ADDITIONAL BARS SHALL BE PROVIDED BY THE CONTRACTOR TO FURNISH SUPPORT. 3.- THE CONTRACTOR SHALL VERIFY THE DIMENSIONS AND LOCATIONS OF ALL OPENINGS, PIPES SLEEVES, ETC.. . AS REQUIRES BY ALL TRADES, BEFORE THE CONCRETE IS POURED. THE CONTRACTOR SHALL CONSULT THE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS, AS WELL AS THE STRUCTURAL DRAWING 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 CONSTRUCTIONS 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 "LIGHT BROOM FINISH ". CONCRETE FINISH FOR BEAMS AND COLUMNS SHALL BE " SMOOTH FORM FINISH, ACI 301 -99 (10 . 2 . 2). V.- MASONRY NOTES 1.- HOLLOW CONCRETE MASONRY SHOWN ON THESE DRAWINGS SHALL BE ASTM C90, ON GRADE N, TYPE I, NORMAL WEIGHT f m= 1500 P.S.I. 2.- MORTAR SHALL CONFORM TO ASTM C270, TYPE "M" OR "S" FOR ABOVE GRADE, TYPE "M" FOR BELOW GRADE, f m= 2000 P.S.I. 3.- GROUT FOR FILLED CELLS SHALL CONFORM TO ASTM C476 f m =3000 P.S.I. STRENGTH AT 28 DAYS. CELLS SHALL BE GROUTED IN INCREMENTS NOT EXCEEDING 4 FEET VERTICALLY AND A SLUMP OF 9" 1 ". 4.- VERTICAL REINFORCING SHALL BE ASTM A615, GRADE 60 DEFORMED BARS MINIMUM LAP SPLICES SHALL BE 48 BARS Dia. AS FOLLOWS" "3 BARS ...... 1' -6" "4 BARS ...... 2' -0" "5 BARS ...... 3' -0" "6 BARS ...... 3' -0" 5.- HORIZONTAL REINFORCING SHALL BE No.9 GAGE, LADDER TYPE FOR REINFORCED MASONRY AND TRUSS TYPE FOR ALL OTHERS, AND SHALL BE PLACED EVERY OTHER COURSE U.O.N. 6.- ALL BLOCK SHALL BE PLACED IN RUNNING BOND. 7- ALL FIRST FLOOR VERTICAL REINFORCING SHALL BE # 5 0 32" O.C. MAX. UNLESS OTHERWISE NOTED, IN NEW WALLS VI.- WOOD NOTES 1.- ALL WOOD IN CONTACT w/ CONCRETE, MASONRY OR LATH SHALL BE PRESSURE TREATED AS PER "AMERICAN WOOD- PRESERVES ASSOCIATIONN" 2.- STRUCTURAL LUMBER SHALL HAVE A MINIMUM ALLOWABLE BENDING STRESS OF f'b =1200 P.S.I. FRAMING LUMBER SHALL BE SOUTHERN YELLOW PINE No.2, NOMINAL SIZE DRESSED S4S OR APPROVAL EQUAL LUMBER SHALL BE FREE OF WARP THAT CAN NOT BE CORRECTED BY BRIDGING AND NAILING. SPACING AT PANEL EDGES 4' x 8' C.D.X.PLYWOOD SHEATHING MIN. 19/32 THICK MAX. SPAN 24" 2 X 8 WOOD FASCIA SEE TYPICAL WALL SECTION NAILED - W/ 2 -16D NAILS 0 EACH TRUSS 1/16" SPACE AT PANEL ENDS PLYWOOD NAILING DETAIL R4409.9.2.5 NAIL SPACING SHALL BE 6 INCHES (152 MM) ON CENTER AT PANEL EDGES AND AT INTERMEDIATE SUPPORTS. NAIL SPACING SHALL BE 4 INCHES (102 MM) ON CENTER AT GABLE ENDS WITH EITHER 8D RING SHANK NAILS OR 10D COMMON NAILS. PREFABRICATED WOOD TRUSSES ® 24" ON CENTER. (SEE ROOF PLAN) >LATERAL BRACING SEE DETAIL ON THIS SHEET. 10d NAILS AT 6" O.C. AT PANEL EDGE AND INTERMEDIATE SUPPORT 4" O.C. 0 GABLE ENDS FIRST 48" BACK PLYWOOD NAILING DETAIL N.T.S SCOPE OF WORK: 1. REMOVE DAMAGED CEILING JOISTS (RAFTERS ARE NOT DAMAGED, THEY SHALL REMAIN AS IT) LEAVING THE EXISTING METAL CONNECTORS INTACT IN ORDER TO BE REUSED WHEN NEW MEMBERS WHERE PLACED. NEW MEMBERS TO MATCH EXISTING ONES IN SIZE AND SPACING. 2. REPLACE EXISTING WINDOWS, OPENING SIZE TO REMAIN SPANISH TILE ROOF ON 1 -90# MINERAL SURFACE HOT MUPPED TO 1 -30# FELT TINTAGGED TO 19/32 PLYWOOD SHEATING SPACING OF TIN -TAG FASTENERS ALONG THE LAP OF SHEETS, AND BOTH WAYS IN THE FIELD BETWEEN LAPS, SHALL BE 6" O.C. IN DIRECTION OF ROLL, 12" O.C. ACROSS WIDTH OF ROLL, AS PER F.B.C. 2001 THE 1 -30# FELT IS ANCHORED TO THE PLYWOOD SHEATING WITH GALVANIZED, DIAMOND POINTS, 1 -1/4 "X.120" DIAM. COUNTY APPROVED GAL TRUSS SEAT & STRAP 0 19/32" CDX PLYWOOD SHEATHING W/ 8d EACH TRUSS SEE ROOF FRAMING PLAN FOR SPECIFIC COMMON NAILS 0 6" O.C. 0 PANEL EDGE, ANCHOR /SEAT TYPE. 6" O.C. INTERMEDIATE SUPPORTS & 4" O.C. 0 DIAPHRAGM BOUNDARIES. ROOF SYSTEM JOIST 12 3 INSULATION (13-30)- 1/2" GYPSUM DRYWALL CEILING SCREW TO 1 "X 3" WD NAILED 0 16" O.C. TO WOOD ROOF 1 "X 4" PT WOOD CONT. HORZ. FIRE STOP 1 "X 4" PT WOOD CONT. HORZ. FIRE STOP WALL INSULATION (R -5) 1/2" GYPSUM DRYWALL SCREW TO 1X2 FURRING NAILED TO CBS WALL 0 16" O.C. BASE. EXIST. 4" CONCRETE SLAB . 3 "X3 ", 2C GA. GALV. METL DRIP NAILED 0 4" O.C. W/12 GA. ANNULAR RING SHANK NAILS. 1 "X2" P.T. WD. BLOCKING. ____ TOP OF TIE BEAM -- ELEV. -:Cl 16" 0.. 2 "X8" WOOD FASCIA PROVIDE 4" X 24" SOFFIT SCREEN VENT 0 4' -0" O.C. 50 5/8" SMOOTH STUCCO FINISH ON PAPER BACKED MTL. LATH OVER } " PLY. AT UNDER SIDE OF OVERHANG TO PREVENT WIND INFILTRATION EXISTING TB -1: 8 "X12" CONCRETE TIE BEAM W/ 4 #5 CONT. W/ 13 TIE 0 12" O.C. 5/8" SMOOTH TEXTURED STUCCO FINISH EXIST. 8" CONCRETE BLOCK FINISH GRADE E3 4.R FINISH FLOOR ELEV. CITY OF SOUTH MIAMI �- -- -- ELEV. + 0'-0'' BUILDING DEPT. RIR �� � /� / /�� �, �. z =:UC T URAL SECTICIM EXISTING FOOTING : I' � F, A`! �Ly.•1: TYPICAL WALL SECTION N.T.S. z REVISIONS rNo. -I _-T THESE DRAWING & SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF RUBEN JUAN PUJOLWHETHER THE PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED OR NOT, THEY ARE NOT TO BEUSED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH THE APPROPRIATE COMPENSATION TO RUBEN JUAN PUJOL & ASSOCIATES W LL Q W Iz O I- (n CO Q (n � vNir -= jr ( I- 00 O7 a Ln O Q z = a o Ld z J cjf cy- Q w = 0 U ROOF FLOOR Q EDGE NAILING 8d RS 06"O.C. YES ® INTERMEDIATE NAILING 8d RS 06-O.C. YES © BOUNDARY NAILING 8d RS 04"O.C. YES Q PLYWOOD CLIPS NO NO ® CORNER NAILING 8d RS 04 -O.C. NO PREFABRICATED WOOD TRUSSES ® 24" ON CENTER. (SEE ROOF PLAN) >LATERAL BRACING SEE DETAIL ON THIS SHEET. 10d NAILS AT 6" O.C. AT PANEL EDGE AND INTERMEDIATE SUPPORT 4" O.C. 0 GABLE ENDS FIRST 48" BACK PLYWOOD NAILING DETAIL N.T.S SCOPE OF WORK: 1. REMOVE DAMAGED CEILING JOISTS (RAFTERS ARE NOT DAMAGED, THEY SHALL REMAIN AS IT) LEAVING THE EXISTING METAL CONNECTORS INTACT IN ORDER TO BE REUSED WHEN NEW MEMBERS WHERE PLACED. NEW MEMBERS TO MATCH EXISTING ONES IN SIZE AND SPACING. 2. REPLACE EXISTING WINDOWS, OPENING SIZE TO REMAIN SPANISH TILE ROOF ON 1 -90# MINERAL SURFACE HOT MUPPED TO 1 -30# FELT TINTAGGED TO 19/32 PLYWOOD SHEATING SPACING OF TIN -TAG FASTENERS ALONG THE LAP OF SHEETS, AND BOTH WAYS IN THE FIELD BETWEEN LAPS, SHALL BE 6" O.C. IN DIRECTION OF ROLL, 12" O.C. ACROSS WIDTH OF ROLL, AS PER F.B.C. 2001 THE 1 -30# FELT IS ANCHORED TO THE PLYWOOD SHEATING WITH GALVANIZED, DIAMOND POINTS, 1 -1/4 "X.120" DIAM. COUNTY APPROVED GAL TRUSS SEAT & STRAP 0 19/32" CDX PLYWOOD SHEATHING W/ 8d EACH TRUSS SEE ROOF FRAMING PLAN FOR SPECIFIC COMMON NAILS 0 6" O.C. 0 PANEL EDGE, ANCHOR /SEAT TYPE. 6" O.C. INTERMEDIATE SUPPORTS & 4" O.C. 0 DIAPHRAGM BOUNDARIES. ROOF SYSTEM JOIST 12 3 INSULATION (13-30)- 1/2" GYPSUM DRYWALL CEILING SCREW TO 1 "X 3" WD NAILED 0 16" O.C. TO WOOD ROOF 1 "X 4" PT WOOD CONT. HORZ. FIRE STOP 1 "X 4" PT WOOD CONT. HORZ. FIRE STOP WALL INSULATION (R -5) 1/2" GYPSUM DRYWALL SCREW TO 1X2 FURRING NAILED TO CBS WALL 0 16" O.C. BASE. EXIST. 4" CONCRETE SLAB . 3 "X3 ", 2C GA. GALV. METL DRIP NAILED 0 4" O.C. W/12 GA. ANNULAR RING SHANK NAILS. 1 "X2" P.T. WD. BLOCKING. ____ TOP OF TIE BEAM -- ELEV. -:Cl 16" 0.. 2 "X8" WOOD FASCIA PROVIDE 4" X 24" SOFFIT SCREEN VENT 0 4' -0" O.C. 50 5/8" SMOOTH STUCCO FINISH ON PAPER BACKED MTL. LATH OVER } " PLY. AT UNDER SIDE OF OVERHANG TO PREVENT WIND INFILTRATION EXISTING TB -1: 8 "X12" CONCRETE TIE BEAM W/ 4 #5 CONT. W/ 13 TIE 0 12" O.C. 5/8" SMOOTH TEXTURED STUCCO FINISH EXIST. 8" CONCRETE BLOCK FINISH GRADE E3 4.R FINISH FLOOR ELEV. CITY OF SOUTH MIAMI �- -- -- ELEV. + 0'-0'' BUILDING DEPT. RIR �� � /� / /�� �, �. z =:UC T URAL SECTICIM EXISTING FOOTING : I' � F, A`! �Ly.•1: TYPICAL WALL SECTION N.T.S. z REVISIONS rNo. -I _-T THESE DRAWING & SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF RUBEN JUAN PUJOLWHETHER THE PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED OR NOT, THEY ARE NOT TO BEUSED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH THE APPROPRIATE COMPENSATION TO RUBEN JUAN PUJOL & ASSOCIATES W LL Q W Iz O I- (n CO Q (n � vNir -= jr ( I- 00 O7 a Ln O Q z = a o Ld z J cjf cy- Q w = 0 U .j a0 N ti 0 -� c . ^^ y `f,j.•f� � • .j a0 N ti 0 "' N ^^ LL C) 11 n M zv W Q W ti LO 00 It W W M op Z° = o H Cr Q co W N O O mv< C/i ILL W Q M 04 Q O DATE 04/04/2013 DRAWN BY: GPC CHECKED BY: R.P. SCALE: AS SHOW S -1 SHEET 4 OF 7