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Home My WebLink AboutCOVER SHEETGENERAL NOTES THESE PLANS WERE PREPARED U51NO THE FLORIDA BUILDING CODE 2020 EDITION\ 2. CONSTRUCTION SHALL FOLLOW THE FLORIDA BUILDING CODE AS ADAPTED BY Tri j COUNTY AND ALL APPLICABLE AMENDMENTS. 3. BUILDER SHALL COORDINATE ALL THE WORK OF ALL TRADES. 4. BUILDER SHALL REVIEW DRAWINGS IN THEIR ENTIRETY BEFORE STARTING WORK. TH BUILDER SHALL ACCEPT FULL RE5PON5ABILITY FOR ANY ERRORS OR OMISSIONS NOT REPORTED IMMEDIATELY IN WRITING TO THE ARCHITECT. BACKGHARGE5 WILL NOT B� ACCEPTED. DO NOT 50ALE DRAWINGS. 5. SUBMIT MINIMUM THREE (5) COPIES OF SHOP DRAWING5 AS REQUIRED BELOW. 6. BUILDER 15 RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL OR NON-STRUCTURAL MEMBERS DURING CONSTRUCTION. 7. ALL CONSTRUCTION IN BROWARD AND DARE COUNTIES SHALL COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE (HVHZ) 5ECTION5 OF THE F.B.G. \ SITE PLAN NOTES R1 I. THE ARCHITECTURAL 51TE PLAN, IF PROVIDED IN THESE DOCUMENTS 15 FOR GENERAL LOCATION OF THE HOUSE, POOL, DRIVEWAYS AND 51TE FEATURES ONLY. THE G.G. OR OWNER SHALL PROVIDE A PRELIMINARY LOT FIT PERFORMED BY A LIGENGED BEAM SCHEDULE NOTES SURVEYOR AT 50 PEGENT COMPLETION OF PROJECT. THE SURVEYOR IS RESPONSIBLE FOR VERIFYING BUILDING LOT FIT, LOT COVERAGE, EASEMENT LOCATIONS, SET BACKS, AND ALL 51TE DIMENSIONS PRIOR TO PERMIT AND CONSTRUCTION. IF ANY CONFLICTS OCCUR BETWEEN THE ARCHITECTURAL 51TE PLAN AND SURVEYORS LAYOUT THE GENERAL I. SCHEDULED HOOPS AND STIRRUPS SHALL BE PLACED AT EACH END (E.E.) OF BEAM OR CONTRACTOR AND ARCHITECT SHALL BE NOTIFIED IN WRITING PRIOR TO PERMITTING THROUGHOUT (T.0) BEAM AS INDICATED ON BEAM SCHEDULE. STIRRUPS SHALL BE TYPE AND CONSTRUCTION. NO WORK SHALL BE PERFORMED UNTIL THE GENERAL CONTRACTOR 5-6 AND HOOPS SHALL BE TYPE T-2 TYPICAL CR51 BAR BENDS UNLE55 OTHERWISE RESOLVES THESE CONFLICTS. NOTED. CONCRETE NOTES 2. ALL BEAM (MARK "B") TOP BARS SHALL BE CONTINUOUS UNLE55 OTHERWISE NOTED 3. ALL TIE BEAMS (MARK "TB") REINFORCING SHALL BE CONTINUOUS THROUGH TIE - I. CONCRETE SHALL CONFORM TO A5TM Cq4/C 14M-15A, SHALL HAVE A MAXIMUM BEAMS ONLY. ALL SPLICES TO BE A MINIMUM OF 45 BAR DIAMETERS. WATER/GEMENT RATIO OF 0.65 AND SHALL HAVE 5000 P51 COMPRESSIVE 5TRENGTH IN 25 DAYS ( UNLE55 NOTED OTHERWISE) ALL CONCRETE WORK SHALL BE IN ACCORDANCE 4. BUNDLE ALL STRUCTURAL BEAM TOP BAR5 IN PAIRS OVER 5UPPORT5 WITH TOP BAR5 WITH AGI 50-14 AND TM5 402-2016. ALL CONCRETE MASONRY WORK SHALL BE IN FROM ADJACENT BEAMS. (UNO). ACCORDANCE WITH TM5 403-2017. 5. DROP BOTTOM OF TIE BEAMS A5 REQUIRED AT WINDOW 8 DOOR HEADS (25" MAX.) 2. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: 5LAB5 ON VAPOR ADD 245 BOTTOM IF DROP EXCEEDS 5". BARRIER - 5/4" BEAMS AND COLUMNS - 1 1/2" FORMED CONCRETE BELOW GRADE-2" UNFORMED CONCRETE BELOW GRADE-3" 6. TIE BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED 5" TO FIT BLOCK WORK. 3. REINFORCING STEEL: GRADE 60 (FY=60.000) A5TM A615/A 615M-150e1. 7. ALL ADDED LOGITUDINAL BEAM REINFORCING SHALL EXTEND b" MINIMUM INTO 4. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH "THE MANUAL SUPPORT UNLE55 OTHERWISE NOTED. OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" AS PUBLISHED BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLE55 NOTED OTHERWISE. 5. REFER TO CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL SPECIFICATIONS. 5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT ALL LOADS DURING CONSTRUCTION. q. ONE -QUARTER OF MAXIMUM BOTTOM REINFORCING STEEL AREA OF EITHER ADJACENT BEAM SHALL EXTEND THRU SUPPORT AND LAP WITH A GLA55 "A" TENSION LAP SPLICE 6. DOWEL5 COLUMN AND WALL REINFORCING TO FOOTING WITH SAME 51ZE AND NUMBER ON EITHER 5IDE OF SUPPORT. OF DOWELS AS VERTICAL BAR5 ABOVE. 10. MARK "G" IN REINFORCING COLUMN BETWEEN TWO BEAMS INDICATES THAT 7. REINFORCING STEEL SHALL BE LAPPED 45 BAR DIA. MIN. WHERE SPLICED AND SHALL REINFORCING SHALL BE CONTINUOUS THRU THESE TWO BEAMS. BE WIRED TOGETHER. PROVIDE CORNER BAR5 SAME 51ZE AND NUMBER AS HORIZ. BEAM REINFORCING AT EACH FACE. LAP 45 BAR DIA. MIN. 5. PLACING DRAWINGS ON BAR L15T5 SHALL CONFORM TO ACI'S "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS PUBLISHED BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLE55 NOTED OTHERWISE. ABBREVIATIONS ABV ABOVE EXT. EXTERIOR M.G. MEDICINE CABINET 5M5 SHEET METAL 50REW5 AFF ABOVE FINISHED FLOOR F.B.G. FLORIDA BUILDING CODE M.R.H. MEAN ROOF HEIGHT 5T. STIRRUPS AHU AIR HANDLER UNIT F.R. FIRE RATED M.T. METAL THRESHOLD 5TL. STEEL B.F. BI FOLD FIR FRENCH DOOR MAX. MAXIMUM 5W 5WITGH B.P. BI PA55 FIN. FINISHED MFR. MANUFACTURER 5.W.O.T. 5HEARWALL OVERTURNING FORGE BLK. BLOCK FL. FLOOR MICRO. MICROWAVE TEMP. TEMPERED BLW. BELOW G.T. GIRDER TRU55 MIN. MINIMUM T.B. THROUGH BOLT BRG. BEARING GA. GAUGE M.O. MASONRY OPENING T.O. THROUGH OUT BTM. BOTTOM GALV. GALVANIZED MONO. MONOLITHIC T.O.B.B. TOP OF MA50NRY BOND BEAM GLG. CEILING GFI GROUND FAULT INTERRUPT MTL. METAL T.O.PL. TOP OF WOOD PLATE GMU CONCRETE MA50NRY UNITS GL. GLA55 O.H.D. OVER HEAD DOOR T.O.T.B. TOP OF TIE BEAM COL. COLUMN GWB GYPSUM WALLBOARD 0/0 ON CENTER TYP. TYPICAL GONG. CONCRETE GYP. BD. GYPSUM WALLBOARD P.L.F. POUNDS PER LINEAR FOOT U.N.O. UNLE55 NOTED OTHERWISE 05MT. CASEMENT HOT. HEIGHT P.5.F. POUNDS PER SQUARE FOOT UL UNDERWRITERS LABORATORIES DBL. DOUBLE HP5. HOOP5 P.5.1. POUNDS PER SQUARE INCH V.I.F. VERIFY IN FIELD DIA. DIAMETER HR HOUR P.T. PRE55URE TREATED W.A. WEDGE ANCHORS D15P. DISPOSAL H5 HORIZONTAL SLIDING PART'N. PARTITION W/ WITH DP DESIGN PRE55URE HVHZ HIGH VELOCITY HURRICANE ZONE PKT. POCKET WG WATER CLOSET DR. DOOR INS. INSULATION PLYWD. PLYWOOD AD. WOOD DW D15H WA5HER INT. INTERIOR R.O. ROUGH OPENING E.E. EACH END LO. LONG S.G. 50LID GORE ELEC. ELECTRICAL LIN. LINEN 5.O.D. 5LIDINO GLA55 DOOR ELEV. ELEVATION LT. LIGHT 5F SQUARE FOOT E.5. EACH SIDE L.T. LAUNDRY TUB 5H SINGLE HUNG ASONRY NOTES I. ONGRETE UNITS TO BE ASTM G 10-14. A5TM GRADES NI OR NII. PROVIDE PRECAST NTEL5 A5 NECESSARY. (f'm = 1500 P51) 2. MORTAR TYPE M PER A5TM G 270-14a. . CONCRETE FILL A CELLS LINTEL5 AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 5000 P51 EA GRAVEL CONCRETE. B. THE MIX DESIGN SHALL BE APPROVED BY THE ENGINEER. ALL CONCRETE SHALL BE OF A FLUID CON515TENCY WITH A SLUMP OF q"-11" MAX., WHICH M AN5 THAT THE CON515TENCY SHALL BE AS FLUID AS POSSIBLE FOR POURING WITHOUT 5 OREGATION OF THE CONSTITUENT PARTS. D. THE USE OF ADMIXTURES SHALL NOT BE PERMITTED WITHOUT WRITTEN CONSENT OF THE EN INEER. REINFORCING: RTIGAL: A A5TM A615/A 615M-15ae1. PER REINFORCING SECTION (GRADE II B WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL GORE, IT SHALL NOT E SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL ALIGNMENT, EVEN THOUGH IT 15 IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCING. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE-HALF INCH OM THE MASONRY. D VERTICAL REINFORCING SHALL BE AS LOCATED ON THE PLAN AND AS INDICATED IN E COLUMN SCHEDULE. E. RTIGAL REINFORCING EACH 5IDE OF ANY OPENING, IF REQUIRED, SHALL BE G NTINUOUS TO THE TIE BEAM. PRECAST LINTELS SHALL HAVE OPENINGS TO ALLOW INFORCINO BAR5 TO CONTINUE UNINTERRUPTED. HORIZONTAL: A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM SCHEDULE. B. HORIZONTAL JOINT REINFORCEMENT SHALL CONSIST OF AT LEAST q GAGE LADDER TYPE REINFORCEMENT SPACED NOT MORE THEN Ib" 0/0 VERT. REINFORCEMENT SHALL AL50 BE PROVIDED AT THE BOTTOM AND TOP OF ALL OPENIN05 AND EXTEND NOT LE55 THEN 24" BEYOND THE OPENING. PROVIDE 5" MIN EMBEDMENT INTO CONCRETE COLUMNS AND BEAMS AND FULL DEPTH LAPS AT ALL MASONRY "L" AND "T" INTERSECTIONS. 5. GENERAL: A. STRUCTURAL DESIGN 15 IN ACCORDANCE WITH 7.M.5. 402-I6, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH T.M.5. 602-I6, SPECIFICATIONS FOR MASONRY STRUCTURES AND THE COMMENTARY ON SPECIFICATIONS FOR MASONRY STRUCTURES. G. IN HVHZ AREAS THE BUILDER SHALL EMPLOY A SPECIAL INSPECTOR APPROVED BY THE BUILDING OFFIGAL TO ENSURE COMPLIANCE WITH THE APPROVED 5TRU07URAL PLANS IN ACCORDANCE WITH SECTION 2122.2.4 F.B.G. 6. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL. 7. GLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT EACH LIFT OVER 4'-0" HIGH. GLEANOUT5 SHALL BE SEALED AFTER GLEANING AND INSPECTION, AND BEFORE GROUTING. STEEL NOTES I. STRUCTURAL STEEL SHALL CONFORM TO THE AI50 "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" . MATERIALS SHALL CONFORM TO THE APPLICABLE A5TM SPECIFICATION AS FOLLOWS: W SHAPES - Agg2/A gglM-06a, OTHER SHAPES - A56/A 36M-14, PLATES A36/A 36M-14, BOLTS - A 307-14 TUBULAR - ASTM A500/A50OM-13 GRADE B (46 K51) 2. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERIGAN WELDING 50CIETY "STRUCTURAL WELDING CODE". ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE A.W.5. A5.1 E70XX. PLAN NOTES I. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR REIN51"ECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRICAL PANEL. 2. PROVIDE 3" STEEL P05T OR BOLLARD OR TIRE BUMPER IN FRONT OF ALL EQUIPMENT (HVAG, EHW, WASHER/DRYER) LOCATED IN THE GARAGE AT FLOOR LEVEL PER F.B.G. MECHANICAL CODE. 3. PROVIDE Ix2 P.T. FIRE5TOP VERTICALLY AT THE CEILING AND FLOOR LEVELS. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10'-0", AND ALL OTHER LOCATIONS PER F.B.G. SECTION R302.11. 4. ALL GLAZING WITHIN 24" OF EITHER 51DE OF THE DOOR PLANE IN A CLOSED POSITION AND ON A WALL PERPENDICULAR TO THE PLANE OF THE DOOR ON THE HINGE 5IDE OF THE DOOR (45" IN HVHZ) SHALL BE TEMPERED. ALL WINDOW5 OR 55LA55 ENCLOSURES AT OR WITHIN 36" OF TUBS AND 5HOWER5 WITH SILLS LE55 THAN 60" ABOVE FLOOR SHALL BE TEMPERED. ALL 6LA55 IN SIDELIGHTS, SLIDING GLA55 DOORS AND FRENCH DOOR5 SHALL BE TEMPERED. 5. EGRESS WINDOWS SHALL BE OPERABLE FROM THE IN51DE WITHOUT THE USE OF TOOLS. EORE55 WINDOWS SHALL HAVE A MINIMAL NET OPENING OF 24" HIGH, 20" WIDE, AND MIN. NET AREA OF 5.7 S.F. FOR 2nd FLOOR WINDOWS AND 5.0 S.F. FOR Ist FLOOR WINDOW5. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR, LATCH AT 54" A.F.F. MAX. IN HVHZ AREAS WHERE THERE 15 MORE THAN A 4'-0" DROP, THE SILL SHALL BE NO LE55 THAN 56" A.F.F. OR PROVIDE AN APPROVED 5AFEGUARD. 6. ALL BATHROOM FLOORS SHALL BE OF APPROVED IMPERVIOUS MATERIALS. 5. IN HVHZ AREAS PROVIDE HURRICANE 5HUTTER5 A5 PER F.B.G. SECTION 24-15 UNLE55 THE EXTERIOR WALL COMPONENTS OF THE ENCLOSED BUILDING HAS SPECIFIC PRODUCT APPROVAL TO PRESERVE THE ENCLOSED BUILDING ENVELOPE AGAIN5T IMPACT LOADS A5 SET FORTH IN CHAPTER Ib. q. PICKETS AT STAIRS, LANDIN05 d BALCONIES SHALL BE SPACED TO PREVENT PA55AGE OF A 4" DIAMETER SPHERE. 10. PROVIDE A MINIMUM OF 4" CLEAR ALL AROUND AIR HANDLER UNITS. 11. IN ZERO LOT LINE HOMES: DRYER VENTS, EXHAUST FANS $ KITCHEN HOODS SHALL NOT VENT THROUGH THE 5IDE WALL AND MUST MAINTAIN A 10'-0" SETBACK. FRAMING NOTES I. THE TRU55 AND FLOOR SYSTEM LAYOUT SHOWN ON THI5 SHEET 15 SCHEMATIC IN NATURE. HOWEVER, THE SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE FRAMING 50HEME 5HOWN WILL OL05ELY PARALLEL FINAL TRU55 AND FLOOR SYSTEM DESIGNERS LAYOUT. 2. THI5 FRAMING 50HEME (DIRECTION OF TRU55E5 AND SLABS, MAJOR G.T. BEARING POINTS, ETC) CAN BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME PROFESSIONAL OF RECORD WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REV1510N5 ACCORDINGLY. 3. FINAL 5IGNED AND SEALED ENGINEERED TRU55 AND FLOOR SYSTEM DESIGN MUST BE SUBMITTED TO THI5 OFFICE FOR REVIEW. TRU55 AND FLOOR SYSTEM DE5I6NER5 MUST PROVIDE ALL TRU55 CONNECTIONS AS PART OF THE DESIGN. 4. TRU55 AND FLOOR SYSTEM MANUFACTURER SHALL SUBMIT THREE (5) COPIES OF SHOP DRAWIN65 AND ENGINEERING CALCULATIONS 5IGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER, OF THEIR DESIGN FOR REVIEW INCLUDING TWO (2) COPIES FOR ARCHITECT/ ENGINEERS REVIEW PRIOR TO FABRICATION. REVIEW OF SHOP DRAWINGS IS A COURTESY BY THE ARCHITECT/ ENGINEER AND IN NO WAY RELIEVES THE MANUFACTURER OF H15 RESPONSIBILITY TO PROVIDE A LAYOUT THAT FULLY INTEGRATE5 WITH THE ARCHITECT/ ENGINNER5 SUPERSTRUCTURE. IF THERE 15 ANY CONFLICT OR ADDITIONAL STRUCTURE NEEDED, THE TRU55 AND FLOOR SYSTEM COMPANY SHALL NOTIFY THE ARCHITECT/ ENGINEER IN WRITING OF THE SPECIFIC AREAS OF CONCERN. 5. TRUSSES TO BE DESIGNED TO CARRY LOAD5 OF ATTIC AHU AND MISC. EQUIPMENT. COORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON TRU55 DRAWIN657HE BUILDER SHALL BE RESPONSIBLE FOR THE COMPLETE COORDINATION BETWEEN THE TRU55 DESIGN AND AIR CONDITIONING DESIGN REQUIREMENTS. 6. ARCHITECT NOR ENGINEER ACCEPTS ANY RESPONSIBILITY FOR STRUCTURAL BEAMS, COLUMNS, AND FOOTINGS UNTIL REVIEW OF APPROVED TRU55 AND FLOOR SYSTEM DRAWIN65, 5IGNED AND SEALED BY A FLORIDA RE6I5TERED ENGINEER. 7. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CLIPS, TOP AND BOTTOM EACH STUD. PROPOSED RESIDENCE NETTLES ISLAND ST LUCIE COUNTY, FLORIDA ELECTRICAL SYMBOLS LEGEND PLAN / ELEVATION SYMBOLS LEGEND ��jj�� ROPPED SOFFIT DUPLEX RECEPTACLE/ ARC CIS SINGLE RECEPTACLE r HVAG � PADDLE FAN W/ cM CARBON MONOXIDE/ �/111/720E HDEIGHT AS NOTED FAULT INTERRUPT a 12" A.F.F. i DEDICATED Q THERMOSTAT OR NO/ LIGHT SM. DETECTOR COMBO ( Uc DUPLEX REGEPAIGLE GFI SINGLE RECEPTACLE n INTERCOM FLOURESGENT cM GERBO�RMONOXIDE # DETAILSALE O DOOR LABEL 000# MAX. TRUSS GONNEGTOR ARCHED OPENING SEE 11 UNDER COUNTER DEDICATED GFI `T' AT 60 A.F.F. LIGHT FIXTURE TO-0 PLAN OR ELEV. DUPLEX RECEPTACLE AT 51NOLE RECEPTACLE SECURITY FLOURE50ENT sD SMOKE c 5" ABV. COUNTER D DEDICATED UNDERGOUNTER KEYPAD LIGHT FIXTURE DETECTOR O N WINDOW LABEL DUPLEX RECEPTACLE 5WITGH 4 GARAGE PUSH INCANDESCENT LIGHT SPEAKER # DETAIL GROUT FILLED CELL SEE GFI GROUND FAULT INTERRUPT SINGLE POLE BUTTON FIXTURE GEILING MOUNTED IN GLG. UwG. SCALE NORTH ARROW FOUNDATION PLAN c DUPLEX RECEPTACLE AT 5" ABV. 5WITGH DOOR BELL INCANDESCENT LIGHT HR GFI COUNTER GROUND FAULT INTERRUPT T3 THREE WAY vP FIXTURE- VAPOR PROOF HOME RUN G# COLUMN LABEL � DOOR CHIME BREAK LINE POURED CONCRETE ® DUPLEX RECEPTACLE 5WITGH INTERIOR INCANDESCENT LIGHT V VOLUME # SECTION COLUMN G.V. CENTRAL VACUUM FIXTURE WALL TOP REC. SWITCHED T4 FOUR WAY MOUNTED SCALE CONTROL FOOTING LABEL DWG. F# wP DUPLEX RECEPTACLE WATERPROOF 5WITGH RECEPTACLE O GFI GROUND FAULT INTERRUPT TD DIMMER ® HI HAT- RECESSED �� GAS DROP NON -BEARING FRAME TION CONSTRUCTION DUPLEX RECEPTACLE 5" ABV. GV CENTRAL VACUUM a SHEARWALL LABEL FRAME OR BELU IN c TELEPHONE OUTLET ® HI HAT- RECESSED L V LOW VOLTAGE # SECTION - - - - ABOVE OR BELOW RWP/GFI COUNTER WATERPROOF GFI V AT 12" A.F.F. VAPOR PROOF PANEL SECURITY DWG. 50ALE QUADRUPLEX LIGHTS RECESSED 5WITGH CONSTRUCTION RECEPTACLEFRAME TELEPHONE OUTLET ELEV. BEAM HEIGHT REGEPTAGLE Y FLUSH IN FLOOR EYEBALL DISCONNECT $-# BEAM LABEL ELEV. CHANGE LED LIGHT DUPLEX RECEPTACLE ELECTRICAL o 2' 4' 8 � FLUSH IN FLOOR DEDICATED EXHAUST DATA LINE F B FAN BOX FAN ® BREAKER PANEL scA�e: va° = r-o° # REVISION MASONRY CONSTRUCTION TELEVISION JACK JUNCTION BOX/ GLG. EXHAUST FAN ® 220 V. RECEPTACLE �O'-O" FIN. FL. 5LAB FLOOR ELEVATION AT 12" A.F.F. � F.P.BL. METER 8 GRAPHIC SCALE TYPICAL 4 PREWIRED Ed MOUNTED LOW VOLT. F L /LIGHT COMBO DISC. CONTINUED 5. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE "TIMBER CONSTRUCTION MANUAL" AS PUBLISHED BY THE AMERIGAN INSTITUTE OF TIMBER CONSTRUCTION. q. ALL WOOD IN CONTACT WITH MA50NRY OR CONCRETE SHALL BE PRESSURE TREATED. PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER GEMENTITOU5 MATERIALS AND THE WOOD AS PER CODE. 10. BUILDER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING USED DURING ERECTION OF TRUSSES AND STRUCTURAL SLABS TO PREVENT COLLAPSE OR DAMAGE. 11. HEADERS FOR FRAMED OPENINGS GREATER THAN II MUST BE ENGINEERED AND STAMPED BY THE TRU55 MANUFACTURER. (UNLESS NOTED OTHERWISE) 12. ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (3) 2XI2'5 UNLE55 OTHERWISE NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL THICKNESS). 15. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE. NO. 2 OR BETTER AND SHALL PROVIDE ALLOWABLE 5TRE55 VALUES OF 1200 P51 IN BENDING FOR A 51NOLE MEMBER USES. qO P51 IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELASTICITY OF Ib00 K51 OR BETTER, AS DETERMINED BY AN APPROVED LUMBER GRADING AGENCY. 14. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 25 GAUGE GEE CHANNEL TYPE STUDS AT 24" 0/G WITH MATCHING TRACKS TOP AND BOTTOM, WITH 1/2" GYPSUM DRYWALL EACH 5IDE. ATTACH DRYWALL WITH I" LONG BUGLE HEAD DRYWALL SCREWS AT 12" 0/0 MAX. 15. METAL LATH OVER 5HEATHIN6 SHALL BE 3/5" V-GROVE OR DIMPLED. CEILINGS AND SOFFITS SHALL BE HIGH RIB TYPE. FASTEN TO 5UB5TATE AT 4" 0/0 A5 FOLLOW5; CONCRETE: 3/4" LONG 5TUB NAILS W/ 3/6" HEAD. HORIZONTAL AND VERTICAL WOOD FRAMING MEMBERS W/ NAILS OR STAPLES TO PROVIDE AT LEAST I-5/4" PENETRATION INTO HORIZONTAL WOOD FRAMING MEMBERS, AND 3/4" PENETRATION INTO VERTICAL WOOD FRAMING MEMBERS. ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS SHALL BE BENT OVER TO ENGAGE AT LEAST THREE STRANDS OF LATH, OR BE BENT OVER A RIB WHEN RIB LATH IS INSTALLED. 5HEATHING: 14 GAUGE STAPLES I" LEG, 7/I6" GROWN METAL MTL. FRAMING: SELF TAPING 50REW5 #12 x I/2" WA5HER HEAD STAPLES SHALL NOT BE USED FOR 5OFFIT5 OR CEILINGS I6. WHERE CEMENT PLASTER 15 APPLIED TO LATH OVER FRAME CONSTRUCTION, BONDING OF THE PLASTER TO THE WATER BARRIER SHALL BE PREVENTED BY PROVIDING A DBL. LAYER OF WATER BARRIER OR BY INSTALLING A HOUSE WRAP BENEATH THE WATER BARRIER. 17. PNEUMATIC FASTENERS SYSTEM TO BE HILTI-COIL NAIL PROGRAM. TYPE TO BE GRF 1126 I-1/2" LONG AND .120" DIAMETER U.N.O. 15. WHEN WOOD P05T5 ARE NOT IN A FIRERATED WALL, FIRE RATE 1-05T AS FOLLOWS: WRAP P05T ON ALL 51DE5 FROM BASE OF P05T TO UNDERSIDE OF BEARING WITH (1) LAYER OF 5/5" TYPE "X" GYPSUM WALL BOARD. THI5 WILL PROVIDE A ONE HOUR RATING FOR THE POST. Iq. TRU55 MANUFACTURER SHALL DESIGN TRUSSES TO COMPLY WITH ALL SUPERIMPOSED WIND LOAD5 PER F.B.G. 2020. MECHANICAL NOTES I. ALL HEATING, AIR CONDITIONING, REFRIGERATION AND VENTILATION EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS SET FORTH IN THE "FLORIDA BUILDING CODE MECHANICAL" AND FLORIDA BUILDING CODE ENERGY CONSERVATION . 2. A 4" CLEARANCE 15 TO BE MAINTAINED AROUND ALL AIR HANDLING UNITS. 3. PROVIDE FIRE DAMPERS AT SUPPLY AND RETURNS WHICH PA55 THROUGH RATED A55EMBLIE5 IF ANY. 4. ALL DWELLING ROOMS MUST HAVE HVAG RETURNS. RETURNS MAY BE DUCTED, JUMPERS OR TRANSFER GRILLE5. 5. A/C UNITS MAY HAVE GONG. PAD OR OTHER APPROVED MATERIAL EXTENDING ABV. ADJOINING GRADE OR SHALL BE SUSPENDED A MIN. OF b" ABV. ADJOINING GRADE. PAD5 SHALL BE A MINIMUM 4'-0"xq'-O" PAD FOR DOUBLE UNIT. PLUMBING NOTES I. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 405, F.B.G. FLOOR DRAINS TO HAVE TRAP PRIMERS PER F.B.G 10024. 2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE 604.5, F.B.G. 3. DISPOSITION OF RAIN WATER SHALL COMPLY WITH F.B.G. PLUMBING CODE CHAPTER 11. 4. ALL PLUMBING PENETRATIONS MUST BE A MINIMUM 10'-0" FROM ROOF JACKS. 5. CONDENSATE DRAINS MUST BE A MINIMUM OF 12" OFF THE BUILDING. 6. 5HOWER COMPARTMENTS AND WALLS ABOVE BATH TU55 WITH 5HOWER HEADS SHALL BE FINISHED WITH A SMOOTH, NONAB50RBENT SURFACE TO A HEIGHT NOT LE55 THEN 70 INCHES ABOVE THE DRAIN INLET. 7. CAULK OR SEAL FIXTURE/ PLUMBING PENETRATIONS AND ABUTMENTS TO P1551MILAR MATERIALS. DO NOT USE ALL-PURPOSE JOINT COMPOUND OR PAPER TAPE IN NET AREAS. 5. ALL SHOWER HEADS SHALL BE EQUIPPED W/ ANTI -SCALDING PROTECTION PER CODE. ELECTRICAL NOTES I. CONTRACTOR SHALL VERIFY WITH F.P.&L. THE LOCATION OF SERVICE AND SHALL LOCATE METER B PANELS AS REQUIRED. 2. ALL WIRE SHALL BE THHN COPPER. UNLE55 NOTED OTHERWISE. 3. WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE COPPER OF EQUAL AMPAGITY. 4. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED GABLE. 5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION. 6. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER SPECIFICATIONS. 7. PROVIDE DISCONNECT SWITCH OF 51ZE AS REQUIRED BY LOAD AND UNITS. 5. PROVIDE NON-FU5IBLE GENERAL DUTY SAFETY 5WITGHE5 AT A/G EQUIP. AND AT PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER. RECOMMENDATIONS. q. PROVIDE GFGI PROTECTION FOR ALL BATHROOM, GARAGE, EXTERIOR, KITCHEN, LAUNDRY AND NET BAR OUTLETS PER NEC 210.5(A). 10. ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND A5 SELECTED BY OWNER. 11. PROVIDE PRE -WIRED TELEPHONE, T.V. OUTLETS OUTLETS A5 5HOWN ON PLAN. 12. ALL OL05ET LIGHTING SHALL COMPLY WITH NEC SEC. 410.5. 15. THE BRANCH CIRCUITS CONTAINING SMOKE DETECTORS SHALL HAVE ARC -FAULT PROTECTION PER NEC SEC. 210.12 SMOKE DETECTORS SHALL BE CONNECTED TO ARC, -FAULT CIRCUITS AHEAD OF SWITCH AND HAVE SELF CONTAINED BATTER BACK-UP. DETECTORS SHALL BE TANDEM WIRED 50 ALL DETECTORS SOUND SIMULTANEOUSLY. 14. PRE -WIRE FOR GARAGE DOOR OPENER SENSOR. 15. PROVIDE ARC -FAULT CIRCUIT INTERRUPTER PROTECTION IN DWELLING UNIT LIVING, DINING, FAMILY ROOMS, DENS/ LIBRARIES, BEDROOMS, 5UNROOM5, GL05ET5, HALLWAYS, KITCHEN AND LAUNDRY ROOMS OR SIM. ROOMS PER NEC 210.12. 16. SMOKE DETECTORS: III REQUIRED ON ALL HVAG UNITS WITH 2O01 GFM OR MORE. 16.2. CEILING AREA: 110 V. SMOKE ALARMS SHALL BE INSTALLED NOT LE55 THAN 3 FEET HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER UNLE55 THI5 WOULD PREVENT PLACEMENT OF A SMOKE ALARM REQUIRED BY SECTION R314.3. III NEAR COOKING APPLIANCES. SMOKE ALARMS SHALL NOT BE INSTALLED IN THE FOLLOWING LOCATIONS UNLE55 THI5 WOULD PREVENT PLACEMENT OF A SMOKE ALARM IN A LOCATION REQUIRED BY SECTION R314.3. - IONIZATION SMOKE ALARMS NOT BE INSTALLED LE55 THAN 20 FEET HORIZ. FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. - IONIZATION SMOKE ALARMS WITH AN ALARM-51LENCIN6 5WITGH SHALL NOT BE INSTALLED LE55 THAN 10 FEET HORIZ. FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. - PHOTOELECTRIC SMOKE ALARMS SHALL NOT BE INSTALLED LE55 THAN 6 FEET HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. 17. CARBON MONOXIDE ALARM TO BE INSTALLED WITHIN 10' OF A ROOM USED FOR SLEEPING PURPOSES WHEN THE BUILDING HAS A F0551L BURNING HEATER OR APPLIANCE, A FIREPLACE, OR AN ATTACHED GARAGE. PRIMARY POWER SHALL COME FROM THE BUILDING WIRING WHEN SUCH WIRING 15 SERVED BY THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. IF USED, A COMBINATION SMOKE/ CARBON MONOXIDE ALARM SHALL BE L15TED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 15. TAMPER RE515TANT RECEPTACLES ARE REQUIRED IN DWELLING UNITS IN ALL AREAS SPECIFIED IN NEC 210.52 FOR 125 VOLT, 15 8 20A RECEPTACLES PER NEC 406.11 Iq. INTERSYSTEM BONDING TERMINATION FOR CONNECTING INTERSYSTEM BONDING AND GROUNDING CONDUCTORS SHALL BE PROVIDED FOR TV, COMMUNICATIONS, RADIO, CAN, ETC. PER NEC 25OA4. (A) OR (B) 20. PER FBG-E 404.1 LIGHTING EQUIPMENT. A MINIMUM OF 75 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS. 21. BOXES AT LUMINAIRE OUTLETS: BOXES USED AT LUMINAIRE OR LAMP HOLDERS IN A CEILING SHALL BE DESIGNED FO THE PURP05E AND SHALL BE REQUIRED TO SUPPORT A LUMINAIRE WEIGHING A MIN. OF 23KG (50 LB). NEC 314.27A. 22.PROVIDE ADEQUATE CLEARANCE FOR ELECTRICAL EQUIPMENT REQUIRING SERVICE WHILE ENERGIZED SUCH A5 SERVICE EQUIPMENT, PANEL BOARDS, DISCONNECTS ETC. A5 PER NEC, 110.26 23.ALL GFI SHALL BE INSTALLED IN READILY ACCE551BLE LOCATIONS PER NEC, 210.5. CODES USED: - FLORIDA BUILDING CODE 7TH EDITION (2020) - FLORIDA BUILDING CODE - RE51DENTIAL 7TH EDITION (2020) - NEC 2011 - A.5.0.E - 7-I6 R 1 DRAWING INDEX LOAD SCHEDULE LOCATION LIVE DEAD TOTAL 6-1 COVER SHEET GROUND FLOOR 40 60 100 A5-1 51TE PLAN SECOND FLOOR 40 25 65 A -I FLOOR 8 SECOND FLOOR PLANS TOP CHORD 40 20 A-2 ELEVATIONS BOTTOM CHORD 0 5 BALCONIES 60 25 55 A-3 SECTION 8 PLUMBING R15ER ROOF 30 25 55 TOP CHORD 30 15 5-1 FOUNDATION PLAN 8 DETAILS BOTTOM CHORD 0 10 5-2 5ECOND FLOOR d ROOF d LOW ROOF FRAMW PLAN BTM. CHORD -ATTIC 10 0 NO 5TORA6E (NON -CONCURRENT) 5-2.1 FRAMING DETAILS BTM. CHORD -ATTIC 20 0 5-3 ROOF BRACING PLANS 5TORA6E (CONCURRENT) E-I 15T 8 2ND FLOOR ELECTRICAL PLAN RAIN: ADOT'L TOP CHORD * 0 INTENSITY 4.5 in/hr * - N/A (IF SLOPE > I3:12 OR HIP ROOF OR NO 0155TRUGTION FOR RAIN WATER DRAINAGE) WIND: ULTIMATE WIND SPEED = 170 m.p.h. NOMINAL WIND SPEED = 152 m.p.h. RI5K GATAOORY = II BUILDING DE516N A5 ENCL05ED INTERNAL PRE55URE COEFFICIENT = +/- 0.15 EXP05URE CATEGORY = D MEAN ROOF HEIGHT = 22'-10" ROOF SLOPE 4:12 ROOF DEAD LOAD FOR WIND DESIGN TAKEN AT 10 p.5.f. NOTE: THI5 STRUCTURE 15 DE51ONED IN ACCORDANCE WITH CHAPTER 16 OF THE 2020 FLORIDA BUILDING CODE AND ASCE 7-Ib. CONSULTANT INFO (OPTIONAL) THESE PLANS WERE PREPARED USING THE 2020 FLORIDA BUILDING CODE, 7TH ED. - BUILDING AND ASCE 7-16. revisions no. date designed PAR drawn PAR checked 55 date 11/25/21 scale 1/4" = 1'-0" U.N.O. job no. 21-0041 . LOW QLA QUANTUM ENGINEERING ASSOCIATES INC. • Structural Engineering & Cost Segregation 6415 LAKE WORTH ROAD SUITE 105 GREENACRES, FLORIDA 33463 W W W.QEASSOCIATES.COM •�cn"s'rgMe,, ENSF•�G'% Digitally signed �? No 61 6O •'CZ by Shawn 3% SE of '��F`•:c(OR�p P': �j�?,. Stambaugh ", m�ONAL�.,° Date: This item has been electronically signed E-th, dby Shawn R.g 2022.01.27 Baugh, PE ,g the dateshown usinga Digital Signature. Printed copiesofthis documentare 15:48:22-05'00' nsidered signed and sealed and the signature must be verified on any lectronic copies Shawn M. Stambaugh, PE FL. LIC. 61850 - C.A. 26210 LU U Q Z LU z Q Q 0 J ILL. LU L Z 1..L z0 LU w oU o ZD 0 J J 0� J Cn project U J J Z J U] W � U Z O a W - z Z us Z L7 LL (A W � iu v Z U_ CQ_ <L- l7 Ul W drawing COVER SHEET sheet G-1