The URL can be used to link to this page

Home My WebLink About20A026 Farquharson Residence PERMIT 11.19.2020SealedGENERAL NOTES:1. DESIGN CODEA. TO THE BEST OF THE DESIGN PROFESSIONALS KNOWLEDGE, THESE DOCUMENTS HAVE BEEN PREPARED WITH AND ARE IN COMPLIANCE WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTERS 553 AND 633 OF THE FLORIDA STATUTES. THESE DOCUMENTS MEET OR EXCEED THE REQUIREMENTS OF:a. 2017 FLORIDA BUILDING CODE, SIXTH EDITION, RESIDENTIAL, FBC-R.2. DESIGN CRITERIAA. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE (ACI) 318 AND 332.B. ALL MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530/530.1: AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE); TMS 402.C. REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ACI 318.3. DESIGN LOADSA. DESIGN PRESSURE: 54 PSF4. STRUCTURE SPECIFICATIONA. BUILDING OCCUPANCY CATEGORY: IIB. CONSTRUCTION TYPE: V-BC. OCCUPANCY CLASSIFICATION: R-3D. WIND SPEEDa. ULTIMATE (LRFD) = 160 MPHb. ALLOWABLE (ASD) = 124 MPHE. WIND EXPOSURE CATEGORY: C F. ENCLOSURE CLASSIFICATION: OPENG. INTERNAL PRESSURE COEFFICIENT: +/-0.00H. FORCE COEFFICIENT (Cf): 1.35I. WIND-BORNE DEBRIS AREA: YESJ. REFER TO DRAWINGS FOR STRUCTURE HEIGHT AND AREAK. STRUCTURAL LOADS AND DESIGN PRESSURES LISTED IN THESE PLANS ARE ALLOWABLE (ASD) UNLESS NOTED OTHERWISE.5. PROJECT REQUIREMENTS:A. THESE PLANS SHALL REMAIN ON THE PROJECT AT ALL TIMES.B. THE CONTRACTOR AND SUB-CONTRACTORS SHALL STRICTLY ADHERE TO ALL APPLICABLE CODES DURING THE COURSE OF CONSTRUCTION, INCLUDING ALL STATE, CITY AND COUNTY BUILDING, ZONING, ELECTRICAL, MECHANICAL, PLUMBING AND FIRE CODES, AS WELL AS ANY APPLICABLE HOMEOWNER ASSOCIATION REQUIREMENTS.C. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL NOTIFY THE DESIGN PROFESSIONAL OF RECORD OF ANY DISCREPANCIES OR CONFLICT WITH APPLICABLE CODES PRIOR TO CONSTRUCTION.D. THE ARCHITECT / ENGINEER SHALL NOT BE RESPONSIBLE FOR SAFETY PROCEDURES, THE MEANS AND METHODS OF CONSTRUCTION, TECHNOLOGIES OR THE FAILURE OF THE CONTRACTOR TO COMPLETE THE WORK IN ACCORDANCE WITH DRAWINGS, SPECIFICATIONS OR THE RELATED CODES.E. THE CONTRACTOR SHALL FULLY REVIEW ALL ITEMS CONTAINED IN THE DRAWINGS AND SHALL COORDINATE ALL DIMENSIONS, LOCATE DEPRESSED SLABS, SLOPES, DRAINS, OUTLETS, RECESSES, EMBEDS, SLEEVES, ETC.F. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE ERECTION PROCEDURES AND SEQUENCING. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR HIRING A DESIGN PROFESSIONAL FOR TEMPORARY SHORING OR LIFTING PROGRAMS.G. NOTES, DETAILS, AND SECTIONS ON THE DRAWINGS ARE SHOWN AT SPECIFIC LOCATIONS AND ARE INTENDED TO SHOW GENERAL REQUIREMENTS THROUGHOUT. "TYPICAL" DETAILS SIMPLY REFER TO ALL CONDITIONS TREATED SIMILARLY. CONTRACTOR SHALL MAKE MINOR MODIFICATIONS TO ACCOMMODATE MINOR SIMILAR VARIATIONS.H. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES OR MODIFICATIONS WITHOUT EXPRESSED WRITTEN APPROVAL OF THE ENGINEER OF RECORD IN ADVANCE.ABBREVIATIONS:AB ANCHOR BOLT MATL MATERIALAFF ABOVE FINISHED FLOOR MAX MAXIMUMADJ ADJACENT MECH MECHANICALARCH ARCHITECTURAL MIN MINIMUMBLDG BUILDING NTS NOT TO SCALEBM BEAM O.C. ON CENTERBOT BOTTOM OPT OPTIONALBRG BEARING OSB ORIENTED STRAND BOARDCJ CONTROL JOINT PLY PLYWOODCL CENTERLINE PSI POUNDS PER SQUARE INCHCMU CONCRETE MASONRY UNIT PSF POUNDS PER SQUARE FOOTCOL COLUMN PT PRESSURE TREATEDCONC CONCRETE REINF REINFORCEMENTCOND CONDITION REQD REQUIREDCONT CONTINUOUS RO ROUGH OPENINGCONST CONSTRUCTION RTU ROOF TOP UNITCLG CEILING SCH SCHEDULEDBL DOUBLE SHTHG SHEATHINGDIA DIAMETER SIM SIMILARDR DOOR SMS SHEET METAL SCREWSDWG DRAWING SP SOUTHERN YELLOW PINEEA EACH SPF SPRUCE PINE FIREJ EXPANSION JOINT STL STEELELECT ELECTRICAL STR STRUCTURALEOR ENGINEER OF RECORD SGD SLIDING GLASS DOOREQUIP EQUIPMENT SQ SQUAREFF FINISH FLOOR T&G TONGUE AND GROOVEFT FOOT / FEET TOB TOP OF BEARINGGA GAUGE TYP TYPICALGC GENERAL CONTRACTOR UNO UNLESS OTHERWISE NOTEDGYP GYPSUM VERT VERTICALHGT HEIGHT W/ WITHHORIZ HORIZONTAL WIC WALK IN CLOSETHB HOSE BIB WD WOODINS INSULATION WWF WELDED WIRE FABRICKSI KIPS PER SQUARE INCH W/O WITHOUTMAS MASONRY WDW WINDOWCONCRETE:1. GROUTA. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 HAVING A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI.B. CONTRACTOR SHALL ADD PLASTICIZER TO GROUT MIXTUREC. FILL CMU CELLS SOLID WITH GROUT AT ALL UNITS RECEIVING REINFORCEMENT AND AS NOTED ON DRAWINGS AND SECTIONS.D. FILL SOLID FIRST COURSE BELOW CHANGE IN WALL THICKNESS AND AT TOP OF ALL CMU WALLS.E. GROUT SHALL BE PLACED FLUSH TO THE TOP OF ALL LINTELS AND BOND BEAMS. CONSOLIDATE AND RE-CONSOLIDATE GROUT WITH VIBRATOR FOR FULL HEIGHT OF FILLED CELLS, BOND BEAMS, AND LINTELS.2. REINFORCINGA. REINFORCING SHALL HAVE GRADE IDENTIFICATION MARKS AND SHALL CONFORM TO ASTM A615, GRADE 60.B. REINFORCING SHALL BE FREE OF RUST, SCALE OR OTHER BOND REDUCING COATINGS.C. REINFORCING SHALL BE PLACED IN CONCRETE TO PROVIDE MINIMUM COVERAGE IN ACCORDANCE WITH ACI 318 OR AS INDICATED IN THE DRAWINGS.a. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH - 3"b. CONCRETE EXPOSED TO EARTH OR WEATHER - 1.5"c. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND - 3/4"D. MINIMUM LAP SPLICE (UNLESS NOTED OTHERWISE)BAR SIZE MASONRY CONCRETE 1500 PSI 2000 PSI 3000 PSI 4000 -5000 PSI#4 24" 21" 27" 15"#5 30" 26" 21" 19"#6 36" 31" 26" 22"#7 42" 46" 37" 32"#8 48" 53" 43" 37"E. ACCURATELY PLACE AND SUPPORT REINFORCING WITH CHAIRS, BAR SUPPORTS, SPACERS, OR HANGERS AS RECOMMENDED BY ACI DETAILING MANUAL.F. PLACE (1) ONE ACI STANDARD LAP SPLICE BAR, OF THE SAME SIZE AS FOUNDATION REINFORCING, LOCATED AT THE OUTSIDE BAR OF FOUNDATION CORNERS.MASONRY:1. MATERIALSA. ALL HOLLOW LOAD BEARING CONCRETE BLOCK SHALL CONFORM TO ASTM C90, GRADE N, TYPE II.B. COMPRESSIVE STRENGTH OF ALL CONCRETE MASONRY UNITS (CMU) SHALL BE 2000 PSI MINIMUM BASED ON THE NET CROSS SECTIONAL AREA.C. MORTAR SHALL BE TYPE S AND SHALL CONFORM TO ASTM C270.D. GROUTING SHALL BE AS SPECIFIED IN NOTES.2. EXECUTION A. ALL CONCRETE MASONRY UNITS SHALL BE LAID IN FULL SETTING BED AND IN RUNNING BOND UNLESS NOTED ON DRAWINGS.B. ALL EXTERIOR MASONRY WALLS SHALL HAVE 9 GAUGE "LADDER TYPE" HORIZONTAL REINFORCEMENT LOCATED EVERY 16" ON CENTER VERTICAL. CORNERS SHALL USE PRE-FAB "L" AND "T" SECTIONS.C. OVER ALL MASONRY OPENINGS AND WALLS , PROVIDE PRE-CAST LINTELS, CAST-IN-PLACE CONCRETE TIE-BEAMS, BOND BEAMS, OR OTHER HEADERS AS INDICATED ON DRAWINGS.a. LINTELS AND BOND BEAMS SHALL BE REINFORCED AND FULLY GROUTED SOLID UNLESS OTHERWISE INDICATED ON DRAWINGS.b. TIE-BEAMS SHALL BE REINFORCED AND POURED SOLID WITH CONCRETEc. VERTICAL REINFORCING AT OPENINGS SHALL BE AS INDICATED ON DRAWINGS.D. VERTICAL FILLED CELLS SHALL MEET THE FOLLOWING:a. HAVE A MINIMUM OF ONE #5 REBAR, LAPPED FOR FULL LENGTH OF FILLED CELLb. VERTICAL REINFORCING SHALL BE LAPPED TO FOUNDATION DOWEL EMBEDDED IN FOOTING.c. TERMINATE VERTICAL REINFORCING AT THE TOP WITH A STANDARD ACI HOOK, LAPPED TO HORIZONTAL REINFORCING IN BOND BEAM, TIE-BEAM, OR LINTEL.d. REFER TO CONCRETE NOTES FOR GROUT AND REINFORCEMENT REQUIREMENTS.E. PROVIDE TEMPORARY BRACING FOR ALL CMU WALLS AND STEM WALLS DURING CONSTRUCTION.F. PROVIDE MASONRY CONTROL JOINTS AS REQUIRED BY ACI 530.G. IF DOWELS ARE MISPLACED OR MISSING, THE FOLLOWING REMEDIAL ACTION SHALL BE TAKEN AS APPROPRIATE:a. IF THE WALL HAS NOT BEEN BUILT; DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE CORRECT LOCATION, INSTALL A 36" LONG #5 REBAR WITH SIMPSON TIE "SET EPOXY". FOLLOW THE MANUFACTURERS REQUIREMENT REQUIRING CLEANING THE HOLE AND MIXING THE EPOXY.b. IF THE WALL HAS BEEN BUILT: PRIOR TO LINTEL POUR OPEN THE WALL AT THE CORRECT LOCATION, APPROXIMATELY 16" HIGH AND 14" WIDE AT THE FLOOR, DRILL AND EPOXY THE REBAR AS DESCRIBED ABOVE, LAP VERTICAL STEEL TO THE TIE OR BOND BEAM. FORM WALL AND POUR SOLID WITH GROUT, CONSOLIDATING AS NECESSARY.H. CURE MASONRY SURFACES FOR 3 DAYS.SCOPE OF WORK1. INSTALL CMU PRIVACY WALL PER PLAN AND DETAILS.0' - 6"EXIST. 4" CONC. SLAB CLEAN-OUT AT EACH FILLED CELL FOR INSPECTION, EITHER SIDE OF WALLEXIST. VAPOR BARRIER OVER TERMITE-TREATED, WELL-COMPACTED FILL8"x8"x16 MASONRY IN RUNNING BOND, W/ FILLED CELLS AT 16" O.C. MAX. AND THREE AT EACH CORNER, FOLLOW NOTES FOR HORIZ. REINF.#5 DOWELS W/ 6" EMBEDSLOPE GRADE AWAY FROM FOUNDATION, COMPACT 24" OUTSIDE OF BLDG MIN.EXIST. CONC. FOOTER 1/2" CEMENTITIOUS FINISH W/ EXT. ACRYLIC COATINGPRECAST OR POURED IN PLACE CAP, PITCHED TO DRAIN2 COURSE CONCRETE BOND BEAM W/ (1) #5 HORIZ. BAR CONT. IN EACH COURSE8' - 0"LAP SPLICE2' - 6" MIN.3/4" THREE COAT STUCCO WITH SELF-FURRING WOVEN WIRE MESH INSTALLED RIGHT-SIDE UP STUCCO FINISHES:1. GENERALA. STUCCO SHALL MEET ASTM C926 AND ASTM C1063.B. STUCCO LATH SHALL BE 3/8" RIB GALVANIZED AND 3.5 LB/YD3.C. CEMENTITIOUS FINISH SHALL BE AS NOTED BELOW:a. 1/2" THICK (FINISH) OVER MASONRY AS A TWO COAT SYSTEM b. 5/8" THICK (FINISH) OVER CEILING SHEATHING AS A TWO COAT SYSTEMc. 7/8" THICK (FINISH) OVER WALL SHEATHING AS A THREE COAT SYSTEMD. TEXTURE STUCCO PER OWNER. 2. MATERIALSA. STUCCO ACCESSORIES (WEEP SCREED, EXPANSION JOINTS, CORNERS AND TRIM) SHALL BE PVC UNLESS NOTED OTHERWISE.3. EXECUTIONA. PRIOR TO INSTALLATION, ALL FRAMING MEMBERS SHALL BE STRAIGHT AND TRUE WITHIN 1/8".B. ADD CONTROL JOINTS WITH BLOCKING WHERE WALL OR CEILING EXCEEDS FIFTY LINEAL FEET.C. INSTALL CEILING BOARDS PERPENDICULAR TO THE FRAMING MEMBERS WITH 1/8" GAP AT ALL EDGES.D. FASTENERS SHALL BE LOCATED NOT LESS THAN 3/8" FROM THE EDGE OR END AND SHALL BE DRIVEN SO THE HEADS ARE SLIGHTLY BELOW THE SURFACE WITHOUT BREAKING THE FACE PAPER, FRACTURING THE CORE, OR STRIPPING THE FRAMING MEMBER.E. CEILING SCREWS SHALL BE SPACED AT 6" ON CENTER MAXIMUM. STUCCO LATH SHALL BE ATTACHED TO THE FRAMING MEMBERS AT 6" ON CENTER MAXIMUM. SCREWS USED TO ATTACH METAL PLASTER BASE TO HORIZONTAL AND VERTICAL WOOD FRAMING MEMBERS SHALL PENETRATE NOT LESS THAN 5⁄8" INTO THE MEMBER WHEN THE LATH IS INSTALLED AND SHALL ENGAGE NOT LESS THAN THREE STRANDS OF LATH. WHEN INSTALLING RIB LATH, THE SCREW SHALL PASS THROUGH, BUT NOT DEFORM, THE RIB.F. CONTROL (EXPANSION AND CONTRACTION) JOINTS SHALL BE INSTALLED TO DELINEATE AREAS NOT MORE THAN 100 SQUARE FEET FOR ALL HORIZONTAL APPLICATIONS. THE DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FEET IN EITHER DIRECTION OR A LENGTH-TO-WIDTH RATIO OF 2 1⁄2 TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE THE CEILING FRAMING OR FURRING CHANGES DIRECTION. A CONTROL JOINT SHALL BE INSTALLED WHERE AN EXPANSION JOINT OCCURS IN THE BASE EXTERIOR WALL.G. INSTALL A DRIP EDGE AT BOTTOM OF BEAMS OR VERTICAL OFFSETS AS REQUIRED.H. ALLOW STUCCO TO FULLY CURE PRIOR TO PRIMING AND PAINTING, OR APPLY HOT STUCCO PRIMER ACCORDING TO MANUFACTURERS SPECIFICATIONS.BM-1BEAM -SEE SCHEDULE8"x8"x16 MASONRY IN RUNNING BOND#5 VERT. BAR D&E W/ 6" EMBED. KNOCK OUT FACE FOR ACCESS3000 PSI GROUT, FULLY CONSOLIDATEDEXIST. CONC. FOOTERBOND BEAM CHANGES TO REIN. CONC. AT BEAMSVARIESLAP SPLICE MIN.2' - 6"#3 PERIMETER AT 10" O.C. HOOPS PER SCHEDULE #3 PERIMETER HOOPS AT 10" O.C. PER SCHEDULE LAP SPLICE MIN.0' - 9"DWBOTTOM REINF. PER SCHEDULE TO TIE TYP.1 ½" CLEARMIDDLE / INTERM. REINF. PER SCHEDULE TOP REINF. PER SCHEDULE PERIMETER HOOPS PER SCHEDULE 123ABC41' - 4 1/2"19' - 0 3/8"17' - 5"EXISTING SLAB AND FOUNDATION SYSTEM TO REMAIN20' - 8 1/4"20' - 8 3/8"17' - 4"36' - 5 3/8"20' - 8 1/4"1' - 0 7/8"19' - 7 1/2"#5 Bar Vertical in Filled Cell6' Long #5 Re-entrant Bar in middle of slabLine of FoundationStep Down in Slab4"Project Number:ISSUE DATE:COL 3:12-17STATUS:DRAWN BY:REVIEWED BY:1555 INDIAN RIVER BLDV. SUITE B-145VERO BEACH, FL 32960772.360.4998INFO@SCHLITTENGINEERING.COMOFCA# 32295TERENCESCHLITTR PEENIGNELNOISSEFORARAIDFOLEENSLCINo. 81238STATE OFDesign Professional’s electronic or digital seal or signature is effective only as to that version of this document as originally published by Design Professional. Design Professional is not responsible for any subsequent modification, corruption, or unauthorized use of such document. To verify the validity or applicability of the seal or signature, contact Design Professional.11/19/2020 11:54:21 AMS-1General Notes Found.Plan and Details20A026RESIDENTIAL ALTERATIONFARQUHARSON RESIDENCE05/21/2020NPTS646 W WEATHERBEE RDPERMIT SETFORT PIERCE, FLST. LUCIE COUNTY, 3498212Nov. 19, 2020Sheet ListPage No Sheet Name Sheet Number1 General Notes Found. Plan and Details S-12 Floor Plan and Elevations P-13/4" = 1'-0"S-1Masonry Wall Section1Beam ScheduleMark BeamBeam Size(WxD) Reinforcement CommentBM-1 Concrete Beam 8"x16" #5 Rebar at Top and Bottom & #3 Perimeter Hoops at 10" O.C.BM-2 Concrete Beam 8"x16" #5 Rebar at Top and Bottom & #3 Perimeter Hoops at 10" O.C.N.T.S.Beam Legend1/2" = 1'-0"S-1CMU Arch Top Opening Detail21" = 1'-0"S-1Concrete Beam Detail3No.DescriptionDate1Bldg Dept Comments11/19/20201/8" = 1'-0"S-1Foundation Plan41/4" = 1'-0"Foundation Legend ! ! ! "#$%"#%"#$%"#$%"#$%"#$%"#&$%""#$%"#%"#&$%"#&$%&"#$%"#$%"#%"#&$%""#$%"#$%"#$%""#&$%"#&$%"#%'&"#%()*+,-./, +01.02/3+(,0/43.02/3+(,1043.02/3+(,,()35# ! !"#$%"&#####&&&! ! #& +,6(475.+330,-+,00)+,-7(8!!!9 :&#$$)08(20-./44/,;803/.-/304(,;)/1+,-1+..+/88(4.0<$$7())0730;;+80,4+(,4(,;)/1+,-1+..+/88(4.0<