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Home My WebLink About1404-0377 BUILDING PLANS7Q,2ENERAL NOTES FOUNDATION NOTES MASONRY NOTES PLAN NOTE5 (G°"TD) ELECTRICAL NOTES revisions 8. STRUCTURAL WOOD AND TIMER FRAMING SHALL CONFORM TO THE 'TIMBER no. date GTION: GLA55 V, UNPROTEGIED, GROUP R3 OCCUPANCY PER 1• CONCRETE UNITS TO BE ASTM G g0-0bb. A$TM 6RADE5 NI OR NII. PROVIDE PRECAST I. A PERMANENT 516N WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED CONSTRUCTION MANUAL" AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER I. CONTRACTOR SHALL VERIFY WITH F.P.6L. THE LOCATION OF SERVICE AND SHALL ODS. 1. FLOOR SLAB TO BE 4' THICK POURED CONCRETE SLAB WITH 6" X 6" X HAXWI.4 LINTELS A5 NECESSARY. (fM = 1500 P51) FOR REINSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE 516N CONSTRUCTION. LOCATE METER d PANELS AS REQUIRED. WA.M. ON 6 MIL V15OUEEN (OR EQUAL) ON GLEAN WELL COMPACTED FILL PRE TREATED SHALL BE P05TED NEAR THE WATER HEATER OR ELECTRICAL PANEL. 2. CONSTRUCTION SHALL FOLLOW THE FLORIDA BUILDING GORE A5 ADAPTED BY THE FOR TERMITES. HIM SHALL BE LOCATED IN THE MIDDLE TO UPPER HALF OF THE SLAB 2• MORTAR TYPE M PER ASTM G 210-01. q. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. 2. ALL WIRE SHALL BE THHN COPPER UNLESS NOTED OTHERWI5E. COUNTY AND ALL APPLICABLE AMENDMENTS. DEPTH AND MUST BE SUPPORTED AT V-O' 0/G EACH WAY WITH APPROVED MATERIALS. 2. PROVIDE 5" STEEL P05T OR BOLLARD OR TIRE BUMPER IN FRONT OF ALL EQUIPMENT PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER 3. CONCRETE FILL (HVAG, EFK WA5HERNRYER) LOCATED IN THE GARAGE AT FLOOR LEVEL PER FB.G• GEMENTITOUS MATERIAL5 AND THE WOOD A5 PER CODE. 5. WHERE REQUIRED OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE 5. BUILDER SHALL COORDINATE ALL THE WORK OF ALL TRADES. 2. ALL REINFORCING STEEL TO BE 69AVE 60. MECHANICAL CODE. COPPER OF EQUAL AMPAGIIY. A. CELLS LINTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 3000 P51 10. BUILDER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND 3. COLUMN AND WALL CENTERLINES SHALL COINCIDE WITH FOOTING GENHIERLINES UNLESS PEA GRAVEL GONGRETE, 5. PROVIDE Ix2 P.T. FIRE5TOP HORIZONTAL 0 CEILING 4. BUILDER SHALL REVIEW DRAWINGS IN THEIR ENTIRETY BEFORE STARTING WORK. THE t WALL INTERSECTIONS OR 6'-0" BRID61N6 USED DURING ERECTION OF TRUSSES AND STRUCTURAL SLABS TO PREVENT 4. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED GABLE. BUILDER SHALL AOGEPT HULL RESPONSABILITY FOR ANY ERRORS OR OMISSIONS NOT OTHERWISE NOTED' O/G Vt3RT. MAX. AND ALL OTHER LOCATIONS PER F.B.C. SECTION 105. COLLAPSE OR DAMAGE. REPORTED IMMEDIATELY IN NRITIN6 TO THE ARCHITECT. BAGKGHARSE5 WILL NOT BE 4. FOOTING DE516N BASED ON ASSUMED SOIL BEARING CAPACITY OF 2500 P.S.F., B. THE MIX DE516N SHALL BE APPROVED BY THE ENGINEER. 5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO ACCEPTED. DO NOT SCALE DRAWING. 4. ALL 6LAZINI6 WITHIN 24"(48" IN HVHZ) AND PARALLEL TO A DOOR SHALL BE 11. HEADERS FOR FRAMED OPENINIGS GREATER THAN b'-0" MUST BE EN6INEERID AND CONSTRUCTION. CONTRACTOR TO SUBMIT 501L BEARING TEST RESULTS OR SOIL BEARING CAPACITY G. ALL CONCRETE SHALL BE OF A FLUID CONSISTENCY WITH A SLUMP OF q'-II" MAX., WHICH TEMPERED. ALL WINDOW5 OR GLASS ENCLOSURES AT OR WITHIN 56" OF TUBS AND STAMPED BY THE TRUSS MANUFACTURER. NNLE55 NOTED OTHERH5E) REPORT BY A FLORIDA REGISTERED ENC71NEEK MEANS THAT THE GON5157ENGY SHALL BE AS FLUID AS POSSIBLE FOR POURING WITHOUT SHOWER5 WITH SILLS LE55 THAN 60' ABOVE FLOOR SHALL BE TEMPERED. ALL SLA55 IN b. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER designed PAR 5. SUBMIT MINIMUM THREE (5) COPIES OF SHOP PRAHIN66 A5 REQUIRED BELOW SPECIFICATIONS. SE6RE6ATION OF THE CONSTITUENT PARTS. SIDLLI6HT5, SLIDING GLASS DOORS AND FRENCH DOORS SHALL BE TEMPERED. 12. ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (3) 2XI25 UNLESS drawn PAR b. THESE PLANS, A5 DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE 5. ALL SITE PREPARATIONS t DRAINA6E RECOMMENDATIONS MADE IN THE 51TE OTHERNsE NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL SPECIFIC 6EOTEGHNIGAL REPORT MUST BE STRICTLY ADHERED TO. D. THE U5E OF ADMIXTURES SHALL NOT BE PERMITTED WITHOUT HRITTE:N CONSENT OF THE 5. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS. THICKNESS). 1. PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY LOAD AND UNITS. checked PAR/5G ENERGY REQUIREMENTS OF THE F.B.C. CHAPTER 15 ENERGY EFFICIENCY. CONTRACTOR ENGINEER. EGRESS WINDOWS SHALL HAVE A MINIMAL NET OPENING OF 24' HIGH, 20" WIDE, AND MIN. SHALL FAMILIARIZE HIMSELF WITH THE 6OVERNIN6 CODE IN ITS ENTIRETY AND BUILD 6. FILL PLACED WITHIN 5'-0' OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF B. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/G EQUIP. AND AT IN ACCORDANCE WITH ALL PROVI5ION5 OF THIS CODE WHIOH MAY NOT BE NET AREA OF 5.1 S.F. FOR 2nd FLOOR WINDOWS AND 5.0 S.F. FOR 1st FLOOR WINDOWS. 15. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE. NO. 2 OR BETTER AND SHALL pax NOT VISIBLE FROM CIRCUIT BREAKER PANEL. AND A5 PER MANUFACTURER date 4/3114 SPECIFICALLY ADDRi55ED ON THE PLANS AND NOTES. GLEAN HELL GRADED SAND IN 12' LIFTS(MAXJ AND VIBRATORY COMPACTED TO 4. REINFORGIN6: THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR, LATCH PROVIDE ALLOKABLE 5TRE55 VALUES OF 1200 P51 IN BENDING FOR A 51N&LE MEMBER ACHIEVE A MINIMUM OF q5% MODIFIED PROCTOR A5TM D 1551-02. AT 54 A.F.F. MAX. IN HVHZ AREAS WHERE 'THERE 15 MORE THAN A 4'-0' DROP, THE SILL USES. 010 P51 IN HORIZONTAL SHEAR ANRECOMMENDATIONS. D SHALL HAVE A MODULES ELASTICITY OF 1600 5Ga I e 114" = P-0" 0..0J VERTICAL: 5HALL BE NO LE55 THAN 56" A.F.F. OR PROVIDE AN APPROVED 5AFMARD. K51 OR BETTER AS DETERMINED BY AN APPROVED LUMBER 6RADIN& AGENCY. 1. BUILDER IS RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL OR 1 AFTER STANDARD GLEANING AND GRUBBING HAS BEEN COMPLETED AND APPROVED, 9. PROVIDE 6FGI PROTECTION FOR ALL BATHROOM, GARAGE, EXTERIOR KITCHEN, jOL'7 n0. 13-051 . RIZ NON-5TRUGTURAL MEMBERS DURING CONSTRUCTION, APPLY VIBRATORY COMPACTOR WITH A MINIMUM OF FOUR PASSES TO THE EX15TINS A. ASTM A615-03. PER REINFORCING SECTION (GRADE 60). 6. ALL BATHROOM FLOORS SHALL 13E OF APPROVED IMPERVIOUS MATERIALS. 14. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 25 GAUGE GEE LAUNDRY AND NET BAR OUTLETS PER NEC, 210E(A). b. CABINET SUPPLIER TO PROVIDE SHOP DRAWIN&5 TO THE BUILDER, GROUND. CHANNEL TYPE 5TIUD5 AT 24' 0/G WITH MATCHING TRACKS TOP AND BOTTOM, WITH 1/2" B. AHEN A FOUNDATION DONEL DOES NOT LINE UP WITH A VERTICAL GORE, IT SHALL NOT 1. IN AREAS OTHER THAN HVHZ FIXED GLASS THIOKNE55 SHALL BE DETERMINED U51N6 6YPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WITH I" LONG BUGLE HEAD DRYWALL 10. ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND AS q. WINDOW AND DOOR SUPPLIER TO PROVIDE SHOP DRAWING TO BUILDER b. 5LA90 SHALL NOT BE LOADED UNTIL 12 HOUR5 HAS ELAPSED. gE SLOPED MORE THAN ONE HORIZONTAL IN 51X VERTICAL ALI6NMENT, EVEN THOUGH IT 15 TABLE 24053 t 3A OF FB.G. AS THE MINIMUM THICKW55 ALLOWED. WRENS AT 12' O/C MAX. SELECTED BY OWNER. IN AN ADJACENT CELL TO THE VERTICAL MALL REINFORLIN6. q. SPLICES SHALL BE 46 BAR DIAMETERS AND CONTINUOUS AROUND ALL CORNERS AND b. IN HVHZ AREAS PROVIDE HURRICANE SHUTTERS A5 PER F.B.O. SECTION 24-15 UNLE55 15. METAL LATH OVER 5HEATHIN6 SHALL BE 5/b' V-61ROVE OR DIMPLED. CEILIN65 AND 11. PROVIDE PRE -WIRED TELEPHONE OUTLETS AS SHOWN ON PLAN. 10. ALL WINDON5 AND DOORS SHALL gE CAULKED AND HEATHER STRIPPED. WINDOW OHMS IN DIRECTION. CORNER BARS SHALL BE 4& BAR DIAMETERS EACH. WAY. UNITS SHALL DISPLAY LABELS SHOWIN6 COMPLIANCE WITH THE FB.G. ENERGY G. VERTICAL REINFORGINib STEEL SHALL HAVE A MINIMUM Gl EARANIGE OF ONE-HALF INCH THE EXTERIOR WALL COMPONENTS OF THE ENIGL05ID fBUILDIN6 HAS SPECIFIC PRODUCT SOFFITS SHALL BE HIGH RIB TYPE. FASTEN TO 5UB5TATE AT 4' O/G A5 ROLLANS; FROM THE MASONRY. APPROVAL TO PRESERVE THE ENCLOSED TBUILDIN6 ENVELOPE A6AIN5T IMPACT LOAD5 CONCRETE; 5/4" LONG STUB NAIL5 Wt B/b' HEAD. HORIZONTAL AND VERTICAL WOOD 12. PROVIDE PRE- WIRED T.V. OUTLETS FOR GABLE A5 SHOWN ON PLANS. CONSERVATION GODS. 10. ALL MONOLITHIC FOOTIN66 HAVE BEEN CHECKED FOR THE USE OF TRANSFER AS SET FORTH IN CHAPTER 16. FRAMING MEMBERS W/ NAILS OR STAPLES TO PROVIDE AT LEAST 1-1/4' PENETRATION REINFORCEMENT AT THE PERIMETER. RATIONAL ANALY515 SHALL BE SUBMITTED, BUT INTO HORIZONTAL WOOD FRAMING MEMBERS, AND 3/4" PENETRATION INTO VERTICAL 13. DEDICATED CIRCUITS SHALL HAVE NO MORE THEN 6 DUPLEX RECEPTACLES. II. ALL GONSTRUGTION IN BROWARD AND DADE COUNTIES SHALL COMPLY WITH THE D. VERTICAL REINFORGIN6 SHALL BE A5 LOCATED ON THE PLAN AND AS INDICATED IN � ONLY IF REQUESTED BY THE BUILDING OFFICIAL. THE COLUMN SCHEDULE. 9. PIGKET5 AT STAIRS, LANDIN66 t BALCONIE5 SHALL BE SPACED TO PREVENT WOOF FRAMING MEMBERS. ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS s HIGH VELOCITY HURRICANE ZONE (HVHZ) SECTIONS OF THE FB.G. 14. ALL CLOSET LI6HTIN6 SHALL COMPLY WITH NEG SEC. 410b. 11. GONGRETE FOR FOUNDATIONS AND FOOTIN65 SHALL BE 2500 PSI MIN. PASSAGE OF A 4" DIAMETER SPHERE. SHALL BE BENT OVER TO ENGAGE AT LEAST HEATHTHREE STRANDS OF LATH, OR I' BENT E. VERTICAL fREINFORGIN6 EACH SIDE OF ANY OPENING, IF REQUIRED, SHALL BE OVER A RIB WHEN RIB LATH IS INSTALLED. SHEATHING: 14 GAUGE STAPLES I" LEG,1/Ib" 15. THE BRANCH CIRCUITS OONTAININ& SMOKE DETECTORS SHALL HAVE ARC -FAULT MAXIMUM WATER/GEMENT RATIO MUST NOT EXCEED Ob5. OONTINUOU5 TO THE TIE BEAM. PRECAST LINTEL5 SHALL HAVE OPENIN65 TO ALLOW 10. PROVIDE A MINIMUM OF 4" CLEAR ALL AROUND AIR HANDLER UNITS. GROWN METAL MTL. FRAMING: SELF TAPIN6 5GREWS •12 x 1/2' WA5HER HEAD STAPLES PROTECTION PER NEC, SEC. 210.12 SMOKE DETECTORS SHALL BE CONNECTED TO 51TE PLAN NOTES REINFORCING BARS TO CONTINUE UNINTERRUPTED. '-0 05HALL NOT BE USED FOR SOFFITS OR CEILII� ARC, -FAULT CIRCUITS AHEAD OF SWITCH AND HAVE SELF CONTAINED BATTER BACK-UP. BEAM 50HEDULE NOTES IN ZERO LOT LINE HOMES: DRYER VENTS, EXHAUST '- t KITCHEN WOODS SHALL NOT . HORIZONTAL: V VENT THROUGH THE SIDE WALL AND MUST MAINTAIN A 1" SETBACK. Ib. WHERE CEMENT PLASTER 15 APPLIED TO LATH OVER FRAME CONSTRUCTION, BONDING DETECTORS SHALL BE TANDEM WIRED 50 ALL DETECTORS SOUND SIMULTANEOUSLYShawn M. Stambaugh, PE I. THE ARCHITECTURAL 51TE PLAN, IF PROVIDED IN THESE DOCUMENTS 15 FOR 6ENERAL LOCATION OF THE HOUSE, POOL, DRIVEWAY5 AND 51TE FEATURES ONLY. THE 6C. OR SCHEDULED BPS AND 5TIRRUF5 SHALL BE PLACED AT EACH END (EEJ OF BEAM OR A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED A5 SGHEDULED IN THE BEAM OF THE PLASTER TO THE WATER BARRIER SHALL BE PREVENTED NE PROVIDING A DBL. 6. PREWIRE FOR GARAGE DOOR OPENER 517N50R OWNER SHALL PROVIDE A PRELIMINARY LOT FIT PERFORMED BY A LIGENGED LAYER OF WAIliR BARRIER OR BY INSTALLING A HOUSE V•�tAP BENEATH THE WATER FL. LIC. 61850 - C.A. 26210 SURVEYOR AT 50 VIDE A COMPLETION OF PROJECT. THE SURVEYOR TIE RESPONSIBLE THR1T (T,OJ BEAM AS INDICATED ON BEAM 5GHEDULE. STIRRUPS SHALL BE TYPE SCHEDULE, BARRIER. 11. PROVIDE ARC -FAULT CIRCUIT INTERRIIPTOR PROTECTION IN DIELLIN6 UNIT LIVING, 5.6 AV HOOPS SHALL BE TYPE T-2 TYPICAL CR51 BAR BENDS UNLESS OTHERWISE FRAMING NOTES DINING, FAMILY ROOMS, DENS/ LIBRARIES, BEDOOOM5, 5UNROOMS, CLOSETS, HALLWAYS FOR VERIFYING BUILDING LOT FIT, LOT COVERA6E, EA5EMENT LOCATIONS, SET BACKS, �� B. HORIZONTAL JOINT REINFORCEMENT SHALL CONSIST OF AT LEAST q &ARSE LADDER 11. PNEUMATIC FASTENERS SYSTEM TO 15E HILTI-COIL NAIL PRO6RAM. TYPE TO BE GRF AND ALL SITE DIMENSIONS PRIOR TO PERMIT AND CONSTRUCTION. IF ANY OONFLIGTS TYPE REINFORCEMENT SPACED NOT MORE THEN Ib' 0/0 VERT. REINFORCEMENT SHALLR SUM. ROOMS PER NEC 210-12 (B). 1126 I-I/2" LONG AND .120' DIAMETER U.N.O.UN OCCUR BETWEEN THE ARCHITECTURAL SITE PLAN AND SURVEYORS LAYOUT THE GENERAL 2. ALL BEAM MARK 'B') TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWISE NOTED ALSO BE PROVIDED AT THE BOTTOM AND TOP OF ALL OPENINSO AND EXTEND NOT LESS I. THE TRU55 AND FLOOR 5Y5TEM LAYOUT SHOWN ON THI5 SHEET 15 5GHEMATIG IN Ia. SMOKE DETECTORS REQUIRED ON ALL HVAG UNIT5 WITH 2O0I GFM OR MORE. OONTRAGTOR AND ARGHITEGT SHALL BE NOTIFIED IN WRITING PRIOR TO PERMITTINGTHEN 24' BEYOND THE OPENIN6. PROVIDE b' MIN EMBEDMENT INTO CONCRETE COLUMNS I&. WHEN WOOD POSTS ARE NOT IN A FIRERATED WALL, FIRE RATE P05T A5 FOLLOH5: AND CONSTRUCTION. NO WORK SHALL BE PERFORMED UNTIL THE 6ENERAL OONTRAGTOR 3. ALL TIE BEAMS (MARK rB'7 REINFORLIM6 SHALL BE CONTINUOUS THIRALKH TIE- AND BEAM5 AND FULL DEPTH LAPS AT ALL MA50NRY "L' AND "T" INTERSECTIONS. NATURE. HOWEVER, THE 5UPPORTIN6 SUPERSTRUCTURE HAS BEEN OMIONED UNDER THE HRAP P05T ON ALL SIDES FROM BASE OF POST TO UNDERSIDE OF BEARING WITH (1) RESOLVES THESE CONFLICTS. ASSUMPTION THAT THE FRAMING 50HEM 5HONA1 WILL CL05ELY PARALLEL FINAL TTRU55 Iq. GEILIN& AREA 110 V. SMOKE DETECTORS SHALL NOT BE CL05ER THAN 5 FT. FROM BEAMS ONLY. ALL 5PLIGE5 TO BE A MINIMUM OF 46 BAR DIAMETERS. AND FLOOR SYSTEM DES16NERS LAYOUT. LAYER OF 5/6' TYPE "X" GYPSUM WALLBOARD. THIS WILL PROVIDE A ONE HOUR RATING THE DOOR TO BATHROOMS, WA5HER/ORYER5, A/C SUPPLY AND RETURNS t KITCHENS. 5. 6ENERAL: FOR THE POST. SMOKE DETECTORS MAY BE WITHIN 20 FT, OF A GOOKIN6 APPLIANCE IF THEY ARE OF CONCRETE NOTES 4. BUNDLE ALL STRUCTURAL BEAM TOP BARS IN PAIRS OVER SUPPORTS WITH TOP BARS A. STRUCTURAL DE516N 15 IN ACCORDANCE WITH A.G.I.550-Ob/ A.5.GE. 5.O&/TMS. 2. THIS FRAMING SCHEME (DIRECTION OF TRUSSES AND SLABS, MAJOR 67. BEARING Icl.THE PHOTOELECTRIC TYPE. FROM ADJACENT BEAMS. (UHD)• 402-0b, BUILDING CODE REQUIREMENTS FOR MA50NRY STRUCTURES AND THE POINTS, ETC.) CAN BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME HI TRUSS MANUFACTURER SHALL DESIGN TRUSSES TO COMPLY WITH ALL SUPERIMPOSED WIND LOADS PER FB.G. 2010. I. CONCRETE SHALL CONFORM TO ASTM Gg4-01, SHALL HAVE A MAXIMUM NWTERJGEMENT 5 DROP BOTTOM OF TIE BEAMS AS REQUIRED AT WINDOW t DOOR HEADS (2b" MAXJ GOMIMENTARY ON BUILDING GODS REQUIREMENTS FOR MA50NRY STRUCTURES. pR UCTLI 0NAL OF RECORD WHO MUST REVIEW PROPOSED GHANI6E5 AND AUTHORIZE 5L CARBON MONOXIDE ALARM UI BE INSTALLED WITHIN 10' IN A ROOM USED FOR RATIO OF Ob AND SHALL HAVE 5000 P51 OOMPRES5IVE STRENGTH IN 26 DAYS ( STRUCTURAL REVI510N5 AGGGRDIN6LY. SLEEPING PURPOSES FIREPLACE, WHEN THE BUILDING HAS A FOSSIL BURNING HEATER OR UNLESS NOTED OTHER 11Z ALL CONCRETE WORK SHALL BE IN AGCORDANGE WITH ACI ADD2"� BOTTOM IF DROP EXCEEDS 8". B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.G.I. 530.1-0b/A.SCE. b-08lTMS. APPLIANCE, UI FIREPLACE, OR EN ATTACHED GARAGE. PRIMARY POWER SHALL COME 516-0b AND ACI 501. ALL CONCRETE MA50NRY WORK SHALL BE IN ACCORDANCE WITH 6. TIE BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED 8" TO FIT BLOCK 602-Ob, 5pEOPIOATIONS FOR MASONRY STRUCTURES AND THE COMMENTARY ON 3. FINAL SIGNED AMP SEALED EN61NrERID 1RIY5 AND FLOOR SYSTEM DESIGN MUST BE MECHANICAL NOTES FROM THE BUILDINI6 WIRING WHEN SUCH WIRING 15 SERVED BY THE LOCAL POWER SPECIFICATIONS FOR MA50NRY STRUCTURES. SUBMITTED TO THI5 OFFICE FOR REVIEW. TRU55 AND FLOOR SYSTEM DE516NER5 MUST UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. AGI 530-08. WORK. PROVIDE ALL TRUSS CONNEGTION5 AS PART OF THE DE516N. I. ALL HEATIN6, AIR CONDITIONING, REFR16EiRATION AND VENTILATION EQUIPMENT SHALL 2. MINIMUM CONCRETE COVER OVER REINFORGIN& SHALL BE: SLABS ON VAPOR 1 p� ADDED LOSITUDINAL BEAM REINFORGINS, SHALL EXTEND 6' MINIMUM INTO C. IN HOC AREAS THE BUILDER SHALL EMPLOY A SPECIAL INSPECTOR APPROVED By THE CONFORM TO THE REQUIREMENTS SET FORTH IN THE 'FLORIDA BUILDING CODE L IF USED, A COMBINATION SMOKE/ CARBON MONOXIDE ALARM SHALL BE LISTED OR BARRIER - 3/4' BEAMS AND COLUMNS - 1 1/2' FORNEIJ GONGRETE BELOW 6RADE-2' c�j 0 1c NIpTED, BUILDIN6 OFFIGAL TO ENSURE COMPLIANCE WITH THE APPROVED STRUCTURAL PLANS IN 4. TRUSS AND FLOOR SYSTEM MANUFACTURER SHALL SUBMIT THREE (5) COPIES OF SHOP MECHANICAL" AND FLORIDA BUILDING CODE ENERGY CONSERVATION. LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. UNFORMED CONCRETE BELOW GRADE-3'SUPPORT ACCORDANCE WITH SECTION 2122.2.4 FBC. DRAWINff AND ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDA 8. REFER TO CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL REGISTERED ENGINEER, OF THEIR DE516N FOR REVIEW INCLUDIN6 TWO (2) COPIES FOR 22. TAMPER RE515TANT RECEPTACLES ARE REQUIRED IN DWELLING UNITS IN ALL AREAS 3. REINFORCING STEEL: GRADE 60 (Fl =60A00) ASTM A615-04a. 6. VERTICAL CELLS FOR MASONRY TO BE 6ROAW SHALL HAVE VERTICAL AL16NMENT ARCHITECT/ ENGINEERS REVIEW PRIOR TO FABRICATION. REVIEW OF SHOP DRAWIN65 IS 2. A 4" CLEARANCE IS TO BE MAINTAINED AROUND ALL AIR HANDLING UNITS. 5PEGIFIED IN NEC 210.52 FOR 125 VOLT, 15 t 20A RECEPTACLES PER NEC, 406.11 5PEGIFIOATION5. SUFFICIENT TO MAINTAIN A CLEAR, U1140135TRU'CTED CONT. CELL. A COURTESY BY THE ARCHITECT/ ENGINEER AND IN NO WAY RELIEVES THE 5. PROVIDE FIRE DAMPERS AT SUPPLY AND RETURNS WHICH PA55 THROU61-1 RATED MANUFACTURER OF HIS RESPONSIBILITY TO PROVIDE A LAYOUT THAT FULLY ASSEMBLIES IF ANY. 23. INTERSYSTEM BONDING TERMINATION FOR FOR , C MUNICATION BONDING AND 4. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH "THE MANUAL q ONE -QUARTER OF MAXIMUM BOTTOM REINFORGIN& STEEL AREA OF EITHER ADJACENT 1 GLEANOUT OPENIN65 SHALL BE PROVIDED AT THE BOTTOM OF 6ROUTED CELLS AT INTEGRATES WITH THE ARCHITECT/ EN&INNER5 5UPER5TRUGTURE. IF THERE 15 ANY CATV, ETC. PER NEC,ORS SHALL BE PROVIDED FOR N, COMMUNICATIONS, RADIO, OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" A5 R�BL15HED BEAM SHALL EXTEND THRU SUPPORT AND LAP WITH A GLA55 "A" TEN51ON LAP SPLICE CAN, ETC. PER NEG 250.g4, f r 1 By THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. ON EITHER SIDE OF SUPPORT. EACH LIFT OVER BEFORE HIGH. GLEANOUTS SHALL SEALED AFTER GLEANING AND CONFLICT S ADDITIONAL HE AR STRUCTURE NEEDED, THE TRUSS AND FLOOR SPECIFIC 4. ALL DWELLING ROOMS MUST HAVE HNAG RETURNS. RETURNS MAY BE DUCTED, Fil INSPECTION, AND BEFORE GROUTING. COMPANY SHALL NOTIFY THE ARGHIIEGT/ ENGINEER IN WRITINI6 OF THE SPECIFIC .SIMPERS OR TRANSFER GRILLES 5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY 10 MARK "G" IN REINFORCING COLUMN BETWEEN TWO BEAMS INDICATES THAT AREAS OF CONCERN. SUPPORT ALL LOADS DURIN6 CONSTRUCTION. REINFORCING SHALL BE CONTINUOUS THRU THESE TWO BEAMS. STEEL NOTES 5. TRUSSES TO BE DE516NED TO CARRY LOADS OF ATTIC AHU AND MISC. EQUIPMENT. 5. JOIAlr, UNITS MAY HAVE GONG. PAD SUSPENDED OTHER APPROVED ABV.MATAIAL EXTENDING E. Q COORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON ADJOINING GRADE IN SHALL O' q'-O'PADA MIN. DOUBLE b" NIT. ADJOINING GRADE. r� -1 6. OONGRETE BEAM 51ZE5 MAY INCREASED (a' MAX) AS REQUIRED FOR ARCHITECTURAL I. STRUCTURAL STEEL SHALL CONFORM TO THE AISG "5PEGIFIGATION FOR THE DE516N, TRI65 DRAWIN&5.THE BUILDER SHALL BE RESPONSIBLE FOR THE COMPLETE PADS SHALL BE A MINIMUM 4'-O'xq'-0" PAD FOR DOUBLE UNIT. F� DETAILS OR FIT BLOCK COURSING, DROP BOTTOM OF TIE BEAM A5 REQUIRED AT FABRICATION AND ERECTION OF 5TRU07URAL STEEL FOR TBUIL D@ 66m . MATERIALS SHALL COORDINATION BETWEEN THE TRUSS VE516N AND AIR CONDITIONING DESIGN W WINDOW AND DOOR BEAMS (2b" MAX) AND ADD 2-#5 BARS BOTTOM IF DROP EXCEEDS CONFORM TO THE APPLICABLE ASTM SPECIFICATION A5 FOLLOWS: W SHAPES - Agg2-06a, REQUIREMENTS. O 8". OTHER SHAPE5 - A56-05, PLATES A36-05 BOLTS - A 501-04 TUBULAR - ASOO-M GRADE PLUMBING NOTES 'I. DONEL 5 COLUMN AND WALL REINFORGIN6 TO FOOTING WITH SAME SIZE AND NUMBER B (46 KSI) 6. NEITHER ARGHITEGT NOR ENGINEER ACCEPTS ANY RESPONSIBILITY FOR STRUCTURAL i� L L OF DONELS A5 VERTICAL BARS ABOVE. BEAMS, COLUMNS, AND FOOTIN65 UNTIL REVIEW OF APPROVED TRU55 AND FLOOR 2. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN HELDIN6 SOCIETY SYSTEM DRAWIN SO, 51SNED AND SEALED BY A FLORIDA RE515Tt RED ENGINEER. I. ALL PLIUMBIN& FIXTURES SHALL BE INSTALLED IN AGGORDANGE WITH SECTION 405, ~ b. REINFORGIN6 STEEL SHALL BE LAPPED 46 BAR VIA. MIN. HERE SPLICED AND SHALL 'STRUCTURAL WELDING CODEWE ". ELECTRODES FOR FIELD AND SHOP LDS SHALL BE FB.G. 10 Z A.W.S. A5.1 E'IOXX. 1. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CLIPS, TOP AND 2. ALL Pl-UMIN6 FIXTURES SHALL MEET THE REGb11REMENTS OF TABLE 6043, fBC. CODES USED: THIS STRUCTURE HAS BEEN DESIGNED z z BE WIRED TOGETHER. PROVIDE CORNER BARS SAME 51ZE AND NUMBER AS HORIZ. BEAM 5. DISPO51TION OF RAIN HATER SHALL COMPLY WITH F.B.O.PLUMING OOVE CHAPTER II. = L REINFORCING AT EACH FACE. LAP 46 BAR DIA. MIN. BOTTOM EACH STUD. (CONTD) AND REVIEW'-D s"i'ri t:' fi"?P LANCE OR 4. ALL PLUMING PENETRATIONS MUST BE MINIMUM OFF THE FROM ROOF JACKS. 0 5. CONDENSATE DRAINS MUST BE A MINIMUM OF 12' OFF THE BUILDING. - FLORIDA BUILDING GODS 2010 FBC 1608.1 .4 FOR ONE OP THE FOLLOWING: Q . PLACING PRAKIN66 ON BAR LISTS SHALL COWOTRM TO AGIS "MANUAL OF STANDARD 6. SHONER COMPARTMENTS AND WALLS ABOVE BATH TUBS NTH SHONER HEADS SHALLPRESSURE 0 al. FOR DETAILING REINFORCED CONCRETE CONSTRUCTION A5 PUBLISHED BY THE BE FINISHED WITH A SMOOTH, NONA55ORMW SURFACE TO A HE16HT NOT LE55 THEN - NLC 2006 INTERNAL WIND CONCRETE REINFORCIN&ET. STEEL INSTITUTE UNLESS NOTED OTHERWISE. PROP05ED 5I NGLE FAMILY RE5I DENCE 10 INCHES ABOVE THE DRAIN INLET. - A5CE: 1-10 WINDBORNE DEBRIS PROTECTION wW � IMPACT RESISTANCE GLAZING N r ABBREVIATIONS LOAD SCHEDULE DRAWING INDEX w ABV ABOVE EXT. EXTERIOR M.G. MEDICINE CABINET 5M5 SHEET METAL 5GRt35 FE 7E] RLOCATIONLIVE p PA �� J Z M.R.H. MEAN ROOF HEIGHT ST. STIRRUPS GROUND FLOOR 40 50 10 00 applbs to slab AFF ABOVE FINI5HED FLOOR F.B.O. FLORIDA BUILDING CODE M.T. METAL THRESHOLD STL. STEEL G 1 COVER� I4 Cp'!,; AHU AIR HANDLER UNIT F.R. FIRE RATED FLOOR FRAMING 40 15 10 65 "� F B.F. AI HANDLER FR FIRERAT D MAX. MAXIMUM 5W 5WITGH 5-1 517E PLAN project MFR• MANUFACTURER SX.O.T. 5HEARWA-L OVE9RTURNIN6 FORGE ROOK 30 25 0 55 B.P. BI PA55 PIN. FINI5HED MICRO. MICROWAVE �P• TEMPERED BLK. BLOCK FL. FLOOR MIN MINIMUM T.B. THROUGH BOLT WIED• A-1.0 FOUNDATION DETAILS - �7 BILK. BELOW 6.T. 61RDER TRU55 M.O. MA50NRY OPENING T.O.THROU6HI OUT A-1.1 SLAB d CELL PLACEMENT PLAN BR6. BEARING &A. GAUGE ❑ ULTIMATE WIND SPEED = 110 mph. STI L BUICIELDING COUNTY M. BOTTOM 6ALV. GALVANIZED MONO. MONOLITHIC T.O.B.B. TOP OF MP50MRY BOND BEAM BUILDING DIVISION GL6. CEILING 6FI GROUND FAULT INTERRUPT•METAL TA.PL. TOP OF WOOD PLATE NOMINAL WIND SPEED = 132 m.ph. A-2 FIRST d SECOND FLOOR PLANS REVIEWED CO COLUMN MASONRY UNITS 6L. GLASS MT L. OVER HEAD DOOR T.O.TB. TOP OF TIE BEAM RISK CATA60RY = II A-3 ELEVATIONS d DETAILS FOR COMP COL. COLUMN 6WB GYPSUM WALLBOARD 0/6 ON CENTER TYR TYPICAL ® p QEA GONG. CONCRETE 6YP. BD. GYPSUM WALLBOARD P.L.F. POUNDS PER LINEAR FOOT U.N.O. UNLESS NOTED OTHERWISE BUILDING DESIGN AS ENCLOSED REVIEWED BY I l/L CSMT. CASEMENT HST. HEIGHT PS.F. POUNDS PER SQUARE FOOT UL UMDERNKITER5LABORATORIE5 A-4 SEGTION5dDETAlLS DATE CuanlumEngineeringAssocialesicc. IT DBL DOUBLE HP5 �P• P,5.1• POUNDS PER SQUARE INCH V.IF. VERIFY IN FIELD EXPOSURE GATE60RY = D PL13EAN AND P R JOB P.T.PRE�RE TREATED W.A WEDGE ANCHORS A3 FLOOR 4 ROOF FRAM1N617ET 5 MUST EC KEPT WILL JOB A DVIA. PlAtIlETER HR HOUR ISP. D15P05AL HS HORIZONTAL 5LIDIN5 PART'N. PARTITION W WITH DE51 DEAD LOAD FOR WIND NO INSPECTION WILL BE MADE DP DESIGN PRESSURE HVHZ HI6H VELOCITY HURRICANE ZONE FKT. POCKET WC WATER CLOSET ® ®®®® DESIGN TAKEN AT 10 pa.f. A-5.1 FLOOR d ROOF FRAMII� DR DOOR INS. INSULATION PLYWD. PLYWOOD M. WOOD ®®®® NOTE. THI5 STRUCTURE 15 DE516NED IN A-6 FLOOR t ROOF BRACING, PLANS DIN DISH WASHER INT. INTERIOR R.O. ROU&H OPENIN6 ®®®® ACCORDANCE WITH CHAPTER 16 OF THE A-7 UST d 2ND FLOOR ELECTRICAL E.E. EACH END L6. LONG 5.0. 50LID GORE FLORIDA BUILDING CODE AND ASGE. DES16N rE PLANS AND ALL PROPOSED WORK 5.6D. SLIDING &LASS DOOR ®®®® PRESSURES FOR EXTERIOR DOORS AND Structural En rneerin ELEG. ELECTRICAL LIN. LINEN g g ELEV. ELEVATION LT. LIGHT 5F SQUARE FOOT a ES. EACH SIDE L.T. LAUNDRY TUB 5H 51N1bLE H#UN6 WINDOWS ARE NOTED ON THE DOOR AND M- 5T d 2 MEGkAMCAL �9USJECT i0 ANY CORRECTIONS WINDOW SFEDULES. WINDOW AND DOOR REQUIRED BY F ELD INSPECTOAS THAT � Cost Segregation MANUFAGTURER5 SHALL MULTIPLY THE 61VEN 5T LUG IE COUNTY FLORIDA DESIGN PRESSURES BY THE APPROPRIATE COMPLLY Win AUAAI ARYN AALI OCDEi, i FACTORS TO OBTAIN TEST PRESSURES. ELECTRICAL SYMBOLS LEGEND FB FAN LAW VOLT PLAN / ELEVATION 5YMBOLS LEGEND V. RECEPTACLE TELEV15ION JACK ® . AT 12'A.F.F. 4 PREWIRED SOX SMOKE DETECTOR SHEARWALL LABEL 300 AVENUE OF CHAMPION DUPLEX RECEPTACLE/ ARC, QT J J/NIGTION 1 ©© PALM BEACH5612026994' FL 33416 Q� 51NSLE RECEPTACLE ❑ BOX DETECTOR DETAIL &ROUT FILLED CELL SEE �� AS NOTED HEIGHT FAX 561.296.2494 II FAULT INTERRUPT AT 12" A.F.F. DEDICATED �TFERMI05TAT ® DETLGTOR # SCALE 4 DWG 2 INTERIOR ELEVATION ® BEEN LpgFl FOUNDATION PLAN P!!(// � AS NOTED ,�,;, vv. zzssoc iat zs.com Q� DUPLEX RECEPTACLE SINGLE RECEPTACLE Q INTERCOM PADDLE FAN EXHAUST O H AT BASE DEDICATED 5WITCHED AT 60" A.F.F. IN OR 140/ LIB g FAN g 111111111111111 Pal111111POURED pT�%�%��%� DROPPED 50FFIT CONCRETE COLUMN LL!/11!/1!!/!!//11 2 HEIGHT A5 NOTED drawin F SG EXHAUST FAN Q�c DUPLEX V. COUNTER SINGLE REGEi'TAGLE SECURITY LI6Hi FIXTURE F L /LIGHT GOMBD # DETAIL 000# MAX. TRUSS CONNECTOR g QII� AT 8 ABV. COUNTER : D VIDIGATED UNDERGOUNTER KEYPAD FLOUowG SCALE O DOOR LABEL TC-O II DUPLEX RECEPTACLE E FAULT INTERRUPT L16W FIXTURE5CENTE SPEAKER 0 CONSTRUCTION FRAME �1�- ARCHED OPENING SEE GFI � DUPLEX INTERRUPT 2"OFF. � CHIME � LIGHT FIXTURE ® IN GLb. GON5TRUGTION � Z - Z � PLAN OR ELEV. c DUPLE 4BRECEPTTACLCOUNTEDUPLEX REGEPTAGLE L] � INCANDESCENT L� LV DOOR # SECTION REVISION © COVER SHEET JGFI BOTTOM RELEASE O BEARING FRAME MASONRY GONSTRUCTON CONSTRUCTION , Q� GROUND FAULT INTERRUPT TOP REG. SWITCHED owc. SCALE $$ WINDOW LABEL TYPICAL DUPLEX RECEPTACLE OP REG 5WITGHED SARG FAULT INTERRUPT INCANDESCENTELEPHONE OUTLET FIXTURE HALL. LMNTED. VOLUME N s WITCH ® AT 12 A.F.F.CONTROL SINGLE POLE HI HAT SWITCH T I- - - - - ] ABOVE OR BELOW DUPLEX RECEPTACLE NORTH ARROW FRAME CONSTRUCTION ®wP SWITCH ® TELEPHONE OUTLET ® CL6' MOUNTED I� DISGOM•EGT # SECTION II GFi 1 �`T � r3 THREE WAY U FLUSH 1" FLOOR cwc. SCALE G# COLUMN LABEL g�qK LINE E� �� 16HT THE DE516N PROFE55IONAL A55UME5 NO sheet GROUND FAULT INTERRUPT HI HAT �� ('^ DUPLEX REGEPAIGLE DEDICATED ® PANEL LIABILITY FOR IMPROPER 5LOPE5, GRADES SWITCH ® VAPOR PROOF �'uc UNDER COUNTER �y FOUR WAY ® DATA LINE ® QUADRUPLEX G'V CENTRAL VA 4H EYEBALL FP.6L. METER OR MEASUREMENTS. ALL FIGURES TO BE Cj-1 II SWITCH Y RECEPTACLE OO EYEBALL t Disc ° '' `' °' VERIFIED BY A LIGEN5ED GENERAL RECEPTACLE n DIMMER CARBON MONOXIDE # INTERIOR ELEV. �# FOOTING LABEL x� I�! GRAPHIC SCALE 0'-0" FIN. FL. SLAB FLOOR ELEVATION CONTRACTOR IN THE FIELD BEFORE SECURITY LOW VOLTAGE SCALE 0 FLUSH DUPLEX FLOORRECEPTACLE f� 5HITGH L16HT5 OM DETECTOR ® TRANSFORMER GON5TRUGTION. of RR rK KEYED THESE PLANS CONFORM TO FBG - 2010 revisions no. date -0' 5MAGK LEGAL DESCRIPTION LOT 1234, NETTLES ISLAND PROJECT SECTION 2, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 16, PAGES 1, 1A THROUGH 1J, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. PROPERTY LOCATED IN FLOOD ZONE "VE" BASE ELEVATION: 10.0 N.A.V.D. 1988 COMMUNITY PANEL NO.: 120285-0311 -J DATED: 02/16/2012 PROPERTY STREET ADDRESS: 1234 NETTLES BLVD. JENSEN BEACH, FL., 34957 THE DE516N PROFE55IONAL A55UMF-5 NO LIABILITY FOR IMPROPER SLOPES, 6RADE5 OR MEASUREMENTS. ALL FI6URE5 TO BE VERIFIED BY A LICENSED GENERAL CONTRACTOR IN THE FIELD BEFORE GONSTRJCTION. designed PAR drawn PAR checked PAR65 date 41*3114 sc a l to 114' = P-Ou ARC) Job no. 13-051. RIZ W U a o W o Q } zz W Q5 �dww N `V _J � fs.r -J Z (n project QEA Quantum Engineering Associates inc. Straetaral Engineering 0 Cost Segregation 300 AVENUE OF CHAMPIONS PALM BEACH GARDENS, FL 33418 561.202.6994 FAX 561.296.2494 www.ge ssociates.com drawing SITE PLAN FILE sheet S-1 THESE PLANS CONFORM TO FBC - 2010 revisions no. date GB -I CB-4 k\ A)\4" JOINI BETV CONC g,-3" GB -I 1/2" WIDE EXPANSION =N ALL 5LAB EC , j 4LUMN5 6 MASONRY dLLS. TYP. THI5 AREA n fn- 3FRANGIBLE TEXT BB ppNO (" NATEXTTEXT AAE /\ �\\ F I III TEXT BB COLUMN SCHEDULE MARK SIZE TYPE DE 5CRIPTION bxb GONG. BLK. W/1 FULLY GROUTED CELL W/1-46 VERT EA. CELL G-1 BLOCK 0 6'-0' O/C MAX. OR A5 LOCATED ON PLANS bxl6 C-2 BLOCK CONC. BLOCK W2 FULLY GROUTED CELLS WA-#5 VERT. E4. CELL 45°IRRE540LAR RINKER TggO OR EQUAL G-3 BLOCK FULLY GROUTED X/1-* VERT. EA CELL. IRREGULAR RINKER Tg94 OR EQUAL G-4 BLOCK FULLY GROUTED W245VERT. bx12 RINKER T32g OR EQUAL C-5 BLOCK CONC. "O' 19LK. FULLY GROUTED NV245 VERT, 3-I/2"x3-1/2"x1/4" PROVIDE 5TM GAP PLATE AND SADDLE A5 NOTED ON DETAILS C-b TUBE STEEL BASE PLATE b ' x b' x 5/6' W/ (4) 5/5" DIA. NA. W/b' MIN. EMBED. Bx8 C-7 BLOCK CONIC. BLOCK W/I FULLY 6ROUTED CELL M-* VERT. EA. CELL bx12 G_8 CONIC. 445 VERT. PM TIES 0 b" O/C bxlb C-g GONG. 4-#b VERT. X/#3 TIE5 0 b" O/C bxlb G-10 CONIC. 4-#6 VERT. W/ #3 TIES 0 b' O/C, bxl2xl6 C-11 IRRW. CONIC. b-#5 VERT. X/1113 TIES 0 b' O/C, bxI6x12 G-12 IRRE6. GONG. b-#5 VERT. x/v TIES 0 a O/C bxlbxlb C-13 GONG. 4-#7 CORNER BAR5 $ (4) #5 IMERMEDIATE BARS PILE / BEAM & FRANGIBLE WALL PLAN SCALE : 1/4' = P-O" TYPICAL: 4" FRANGIBLE CON, SLAB 0 6RADE W/ FIBERME51-1. PROVIDE 5AWCIIT JOINTS TO 2/5 OF 5LAB THICKNE55 0 LOGATION5 SHOWN ON PLAN. OVER APPROVED VAPOR BARRIER AND WELL COMPACTED (TO g5 %) GLEAN AND TERMITE TREATED SAND FILL. REINFORCEMENT LEGEND TEXT AA: #4 DIA X 48" LON5 TOP HOOK BARS 0 16' O.G. 0 PERIMETER (TYP) TEXT W: (2) #4 FULL I ENOTH TOP (TYP) TEXT CO: #5 X 9'-0" LON& TOP BAR5 0 12" O.G. TEXT DD: #5 X 1'-0" LON6 TOP BARS 0 12" O.G. TEXT E: #5 X V-0" LON6 TOP Z-BAR5 0 12' O.G. *N PILE AT OR BELON ISRAVE LEVEL PILE THAT EXTENV�; UP TO FLOOD HT LEVEL INTERIOR WALL SEGTIION55 S- \ �� ' SEE TY?It 11 I 1 €I 3:1 ST9JY'nII2AI 4 AR a rWANDF I I I n I PILE / BEAM & FRANGIBLE WALL PLAN SCALE : 1/4' = P-O" TYPICAL: 4" FRANGIBLE CON, SLAB 0 6RADE W/ FIBERME51-1. PROVIDE 5AWCIIT JOINTS TO 2/5 OF 5LAB THICKNE55 0 LOGATION5 SHOWN ON PLAN. OVER APPROVED VAPOR BARRIER AND WELL COMPACTED (TO g5 %) GLEAN AND TERMITE TREATED SAND FILL. REINFORCEMENT LEGEND TEXT AA: #4 DIA X 48" LON5 TOP HOOK BARS 0 16' O.G. 0 PERIMETER (TYP) TEXT W: (2) #4 FULL I ENOTH TOP (TYP) TEXT CO: #5 X 9'-0" LON& TOP BAR5 0 12" O.G. TEXT DD: #5 X 1'-0" LON6 TOP BARS 0 12" O.G. TEXT E: #5 X V-0" LON6 TOP Z-BAR5 0 12' O.G. *N PILE AT OR BELON ISRAVE LEVEL PILE THAT EXTENV�; UP TO FLOOD HT LEVEL INTERIOR WALL SEGTIION55 S- \ �� ' SEE TY?It 11 I 1 €I 3:1 ST9JY'nII2AI 4 AR a rWANDF I I I n I j;' III III i.� III (0'-O' TOP OF SLAB ) I 1 Ilh _ RAISED 6RADE BE' 1 P j PER SCHEDULE BOT OF BM = (-)1'-4" E 10'-0" NA.VD. FLOOR 5LA5 4 K WHERE b" ,NU FRAN61 ABLE APPLICABLE PARTITION PER PLAN POURED CON, PILE PILE PLAN 4' THK BREAKAWAY NC 5LA8 W V2" POURED GANG FRANGIBLE EXPAN51ON JOINTS ALL WALL FOOTING PER PI AROL)ND PLAN :, 12' 0 V / G13 0 COLUMN DETAIL COLUMN DETAIL AL16ERCA5T PILE PER PILE PLAN TYPICAL WALL/ FOOTING DETAIL ,�• G12 T%J . 12" COLUMN DETAIL LI q(q AI,16ERCAST FILE - 14" DIA. x 53'LONry TYP. BEAM SCHEDULE REINFORCING #3 HOOPS TOP MID BTM MARK 517E OR STIRRUPS REMARKS /DETAIL #3 DIA 5TIRRUPS 0 CS-1 165c16' 345 - 3#5 6" O.G. DETAIL A 05 DIA STIRRUP5 0 C13-2 Ibklb" 3#5 - 315 6" O.G. DETAIL B #3 DIA 5TIRRUP5 0 CB-3 Ibklb" 3#5 - 3#5 6" O.G. DETAIL DD #5 DIA 5TIRRUF5 0 CB-4 16k12" 3*5 - 3#5 4" O.G. DETAIL E #5 DIA 5TIRRUPS 0 CI3-5rO'x24"l .05 - 3#6 6" O.G. DETAIL G DETAIL G #5 DIA 5TIRRUPS 0 STEPPED BEAM -PROVIDE b" O.C. 345 ARS TOP 0 DEPi G6-6 3#5 - 3#b TRA1J51TION #3 DIA 5TIRRUP5 0 68-1 3#5_ 3p5 6" O.G. DETAIL 6 #5 DIA 5TIRRUP5 0 60-2 - 3#5 6" O.G. DETAIL C #3 DIA 5TIRRUP5 0 GB-3 I6"xlb" 3#5 - 3#5 6" O.G. DETAIL F #3 DIA 5TIRRUP5 0 60-3 I6k16" 345 1 - 3#5 6" O.G. I DETAIL D SLAB & CELL PLACEMT PLAN WALE: 1/4' = ILO' THE DEVON PROFESSIONAL A55UME5 NO LIABILITY FOR IMPROPER 5LOPE5, 6RADE5 OR MEASUREMENTS. ALL FIGURES TO BE VERIFIED BY A LICENSED GENERAL CONTRACTOR IN THE FIELD BEFORE CONSTRUCTION. THESE PLANS CONFORM TO FBG - 2010 designed PAR drawn PAR 0heciGed PAR/55 date 413n4 scale 1/4" = 1'-O" (U.N.0) Job no. 13 051 . RIZ Shawn M. Stambaugh, PE FL. LIC. 61850 - C.A. 26210 U a p nW LL ZZ W aZ:) Lo 0 N N J OLLJ Z VJ project QuQEA inAinc. S'truetural Engineering Cost Segregation 300 AVENUE OF CHAMPIONS PALM BEACH GARDENS, FL 33418 5 61.20 2.69 94 FAX 561.296.2494 Nf'Y: `R'.:{t'355G f. i8C 2S AOn=i drawing FOUNDATION PLAN sheet A-1.0 of revisions no. PILING NOTES: I. 1 TO BE 14" DIAMETER BY 33'-0" MIN. LEN5TH OR REFUSAL DESIGN CAPACITY - 30 TONS. ALL SHALL BE IN ACCORDANCE WITH A.G.I. 545R-00. REINFORCINCP = (6) •5 x FULL DEPTH. EXTEND 30" ABOVE T.O.P. ELEVATION 2. AU6ERGA5T PILES ARE PLACED BY ROTATING A CONTINUOUS FLIGHT HOLLOW SHAFT A116ER INTO THE 6ROUND TO A PREDETERMINED PILE DEPTH. HIGH 5TREN&TH GROUT SHALL BE PUMPED WITH SUFFICIENT PRE550RE AS THE AUGER 15 WITHDRAWN TO FILL THE HOLE PREVENTING HOLE COLLAPSE AND TO CAUSE THE LATERAL PENETRATION OF THE GROAT INTO SOFT OR POUROU5 ZONE5 OF THE SURROUNDING SOIL. A WAD OF AT LEAST SEVERAL FEET OF GROUT ABOVE THE INJECTION POINT SHALL BE CARRIED AROUND THE PERIMETER OF THE A U6,ER FLI6HTIN5 AT ALL TIMES DURING THE RA151W OF THE AUGER 50 THAT THE HIGH -STRENGTH 6ROUT HAS A DISPLACING ACTION REMOVING ANY LOOSE MATERIAL FROM THE HOLE. TH15 METHOD OF PLACEMENT SHALL BE USED AT ALL TIMES AND NOT BE DEPENDANT ON WHETHER THE HOLE 15 SUFFICIENTLY 5TA13LE TO RETAIN ITS SHAPE WITHOUT SUPPORT FROM THE EARTH FILLED AUSEIR. 3. AUGER 6ROUT SHALL HAVE A MINIMUM COMPRESSIVE 5TRENSTH OF 5000 PSI AT 2D DAYS. SEE CONCRETE NOTES ON SHEET G-1 FOR ALL OTHER CONCRETE. GRADE BEAM/SLAB NOTES: I. FLOOR SLAB THICKNESS 4 REINF. TO BE PER PILIN6 PLAN ON b MIL V150JEEN (OR EQUAL) ON GLEAN WELL COMPACTED FILL PI TREATED FOR TERMITES. 2. ALL REINFORCING STEEL TO BE GRADE bO 5. 6RADE BEAM AND PILINS DESIGN BASED ON 6E7TEGHNICAL REPORT PROVIDED BY A FLORIDA REC715TERED 6EOTEC44NIGAL ENOINEER. 4. AFTER STANDARD GLEANING AND GRUBBING HAS BEEN COMPLETED AND APPROVED, APPLY VIBRATORY COMPACTOR WITH A MINIMUM OF FOUR PA55M TO THE EXISTING 6ROUND. 5. 5LA55 SHALL NOT BE LOADED UNTIL 12 HOURS HAS ELAPSED. b. SPLICES SHALL BE 4b BAR DIAMETER5 AND CONTINUOU5 AROUND ALL CORNERS AND CHANGES IN DIRECTION. CORNER BARS SHALL BE 46 BAR DIAMETERS EACH. WAY. T. CONCRETE FOR GRADE BEAM AND 5LAB5 514ALL BE 5000 P51 MIN. MAXIMUM HATER/CEMENT RATIO MUST NOT EXCEED 055. CONCRETE FOR PILE/GOLUMN EXTEN510N5 TO BE 5000 P51 MIN, 6. SCHEDULED HOOPS AND STIRRUP5 SHALL BE PLACED AT EACH END (EE) OF BEAM OR TFRCUGHOUT (T.0) BEAM AS INDICATED ON BEAM SCHEDULE. STIRRUPS SHALL BE TYPE S-b AND HOOPS SHALL BE TYPE T-2 TYPICAL OR51 BAR DEN05 UNLESS OTHERWISE NOTED. 9. ALL &RAVE BEAM (MARK "65) BARS SHALL BE CONTINUOUS UNLE55 OTFERWISE NOTED.ALL SPLICES TO BE A MINIMUM OF 46 BAR DIAMETERS. 10. BUNDLE ALL STRUCTURAL BEAM TOP BARS IN PAIRS OVER SUPPORTS WITH TOP BARS FROM ADJACENT BEAMS. (TRIO). II. ALL ADDED L061TUDINAL BEAM REINFORCING SHALL EXTEND b' MINIMUM INTO SUPPORT UNLE55 OTHERWISE NOTED. 12. ONE -QUARTER OF MAXIMUM BOTTOM REINFORCING STEEL AREA OF EITHER ADJACENT BEAM SHALL EXTEND THRU SUPPORT AND LAP WITH A CLASS "A' TENSION LAP SPLICE ON EITHER 51M OF SUPPORT. 15. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: 5LA55 ON VAPOR BARRIER - 5/4" BEAMS AND COLUMNS - 1 1/2" FORMED CONCRETE BELOW SRADE-2" UNFORMED CONCRETE BELOW 6RADE-5" a<4 TOP 5TE OVER INTER 6RADE BV (SEE PLAN) SLAB REINF SEE PLAN. 6' CONC. 51 STIRRUPS, 5 BEAM Iiii PILE DO;e (2) x4 6" CONCRETE (FJ .PERI),ETER) BLOCK WALL $4 O" x 4'-0" BEAM REINF, IB 40' HOOK I' SEE SCHED. TYP. ENTIRE n PERIMETER SLAP a SIX PLAN. 6' CONC. SLAB 5TIRRUPS, SEE SCHED. COL REIN SEE . SCHEDULE. 14' COW, COL. 6. 6. OCB-1, CB-5 & CB-7 05 VERTICAL I I H/ a4 012' O.G. r--J I I t----t I I I I �--4 I I I I I I r � I 1 Q' I I I I i --i Ifni I I H--H 14" I I J---4 I I I I I I I I r--� I I r---T 1 1 SEE SOILS REPORT 14" B.O. PILE TYPICAL AUGER PILE 7" GONG. SLAB VAR1E5 (SEE 'Z' BARS TO M SLAB STL. LAP 3'-0" MIN. BEAM REINF,- SEE SCFED. DD GB-4 M4 016" x 41• 90° HOOK rYP. ENTIRE PERIMETER 7" SLAB RE/i 5ff PLAN. 8' CONCRETE 5L BEAM REINF. SEE SCHEDULE PILE DOWELS Sa SCHEDUULE. 14' AU5ERLA5T- PILIN6 O GB-2 5TUGG0 FINISH i� x4 TOP 5TEF' OVER INTER GRADE BEA (SEE PLAN) SLAB REINF. SEE PLAN. —SLAB REINF., 7" GONG. SLAB SEE PLAN. 577I01PS, Si BEAM REINF, 5 PILE DOWELS, SEE PILE DOWELS, SCHEDULE. SCFEDULE 141'AU6ERGA51 -14" AUBERCAST PILING P111NS O GB-3 B" GONG. SLAB VARIES (SEE ;o 'Z' BARS TO MATCH SLAB 5TL. LAP 3'-0" MIN. BEAM REINF,—� SEE SGHEP DD CB-3 CONCRETE BEAM. SEE PLAN. PROVIDE }' EXPASION 'JOINT AT PERIMETER TO UNDERSIDE OF CONCRETE BEAM AND SONOTUBE COLUMNS. (1) 05 VERT. IN FILLED CELL 0 32" 01 TYPICAL (DO NOT EMBED IN BEAM b" GONG SLAB. SEE PLAN. 0, nLciii-"I FRANGIBLE WALL DETAIL A6 RECE55 2" LAR61=R ! I ;57EM COLUMN THAN BASE PL. ALL ARGUNDpEPTH A5 I I ANCHOR BOLT5 READ. FILL M415ROUT III iSEBASE PLATE E SCHEDULE SLAB REIN ,,-. SEE PLAN A 6COW. SLAE -a —. — — - SEE PLAN 4 SCHED. FOR PAD OR 6RADE BEAM INFO. BELOW OCOLUMN RECESS r- 6" GONG. SLAB :o GONG. BEAM REINF, SEE SCHED. 1747 = a= 9 SLAB REINF, SEE PLAN. COL REIN SEE GRADE BEA SCHEDULE. REINF., SEE SCHED. 6 14" GONG COL. 16" -4 OCB-5 & CB-6 CON,. BEAM REINF, SEE SCHED. COL REINF, TO MATCH PILE LOCATION 4 REINFORCEMENT 14" C,0W COL (TEND PILE REINF > BAR VIA. INTO )L, SEE SCHEDULE XR REINF. 144 ALISERGAST PILING AUSffiGA5T AND NEW GONG COL PRIOR TO POUR. TYP AUGERCAST/SONUTUBE DETAIL COL REINF, TO MATCH PILE LOCATION 4 REINFORCEMENT -14" COW, COL. - 6' CONC. SLAB :fl PILE DOWELS, SEE SCHEDULE -14" ALlSERGAST PILING MAIN SLAB BEYOND #4 x 4'-0" - 90. HOOK TYP. ENTIRE PERIMETER > SLAP REINF, Q 5EE PLAN. 6- CONCRETE SLAB 1 BEAM REINF. SCHEDULE COL REIN SEE SCHEDULE. 14' CONC, COL. 8" 8" O CB-4 CONCRETE BEAM. SEE PLAN. .1 :° r(! PROVIDE �' EXPASION ,.. JOINT AT PERIMETER TO UNDERSIDE OF CONCRETE BEAM AND 50NOTLOE COLUMN5. f H (1) •4 VIA. VERT. IN FILLED CELL 0 40" O/G TYPICAL (DO NOT EMBED IN BEAM ABOVE) STLGCO FINISH �1 r-GRADE BEAM, SEE PLAN /r-b" GONG SLAB. SEE PLAN. ( �. AUGER CAST PILE. eFRANGIBLE WALL DETAIL A6 BEAM 5TL.- SEE 5GHED. ADD 115 90° CORNER BARS 0 ALL BEAM 5TL. LOCATIONS CONC BEAM TO CONC BEAM EE ENDING DIAGRAM (TYP.) THE DESIGN PROFESSIONAL A550ME5 NO LIABILITY FOR IMPROPER SLOPES, GRADES OR MEA5UREMENT5. ALL FIGURES TO BE VERIFIED BY A LICENSED GENERAL CONTRACTOR IN THE FIELD BEFORE CONSTRUCTION. designed PAR: drawn PAR checked PAR156 date 41-1114 5Ga I e 114' s 1'-0' (U.HOJ Job no. 13O51.Piz Shawn M. Stambaugh, PE FL. LIC. 61850 - C.A. 26210 W U Q Q W p Q LL F� Z Z W a� O co N jam) O Z (n protect QEA Quantum Engineering Associates inc. Structural Engineering Cost Segregation 300 AVENUE OF CHAMPIONS PALM BEACH GARDENS, FL 33418 561.202.6994 FAX 561.296.2494 A_L411_Oeassoclat es.con, drawing FOUNDATION DETAILS sheet A-1.1 of THESE PLANS CONFORM TO FBC - 2010 36" HIGH RAILING G2 PVPIGKETS SPACED TO REJECT A 4" DIA 5PI-M. — — REAR BALC 4" b'-O' GL6 t �v �e\1 0 CERAMIC TILE FINI OVEt1/2"THKDURA-ROCK OR I " THMEMBRANE HOT M THK GDX EXTNAILED TO 7RI155E5 LJ GANT'L 1/4 1/4 1 1/4 1/4 1 1112 51 51 52 52 53 TOP TOP BA T B BTM. BAR 6" MIN SEE E' BAR TE (TYP STM. BAR E' BAR HOOPS OR 5TIRRUPS HOOPS OR STIRRUPS SPACED FROM SPACED FROM 5UPPORT FACE A5 SUPPORT FACE AS BENDING DIAGRAM (FOR CAST IN PLACE CONCRETE BEAM5) G2 �' (2)3050 M BEDRM GL6 U M BATH b'-0" GL6. M�J\ TOP a b'xlb" BOND BEAM (PLR SCHEDULE) � bxb' PRECAST l:. LINTEL. FILL COLUMNS AND LINTEL 50LID ;.' W/ GROUT bxb' FILLED CELLS W/ 115 VMT. Mii eTYPICAL DETAIL A2 LINTEL ON COLUMN BREAK AWAY 510E OF . ;. ,�:....:":...:. , , :'... • ::...'. MA50hR7' COLUMN FOR C.ONTINAOUS POUR CPP FIXAM =.r.AVW P G2 (2)3050 GL 3 E5RE55 G2 o BEDRM 2 b'-0' GI-6 II'-Q G2 WAITER BLW LIN 02 J"W 3'-2" N 3'-0" INN 0 I Ed I MI REM 2ND FLOOR PLAN SCALE: 1/4' = I'-0" i I i •- ... I t I I I i FINISHED GEILIN6 - SEE TYP. WALL SECTION CONT. 25 6AU6E METAL TRACKS TOP 4 BOTTOM 25 GAUGE CHANNEL SHAPED 5TUD5 24" O/C NVI FULL LENGTH LAYER OF 1/2"TYPE GYPSUM WALLBOARD APPLIED VERTICALLY 4 ATTACHED W/ I' LONG BUGLE HEAD 5GREM TO EACH SIDE a 12" 0/G GONG. FLOOR SLAB eTYPICAL INTERIOR PARTITION 5CALE: 3/4' = P-O' A2 BEAM SCHEDULE REINFORGIN6 93 HOOPS TOP MID BTM MARK SIZE OR STIRRUPS REMARKS #3 SVRRIF5 B I 6"x/6" 2#3 - 245 a 6" O.G. 63 STIRRUPS B-2 6 x30' 2+5 265 2x6 O 12" O.G. 03 STIRRUPS B-3 8x32' 2405 2t5 296 a 12" O.G. TYP MASONRY BOND BM CONTIN UNLE5 OTHERWISE NOTED 130-1 6"x/6" 1#5 - - NONE Ji 2 CO RSE5 FILLED MASONRY BOND BM CONTIN BB 2 6"xl6" 1#5 - 1+5 NONE Ai 2 COURSES FILLED ' NONE Ai GA57GRETE ii STRENGTH LINTEL L-I bIke - - - UNFILLED GASTGRETE H16H STRENGTH LINTEL L-2 1 x56" 1#5 105 NONE REOD. ALL COURSES FILLED TOP 49 8,'-10 1/2 41 PORCH 6'-0' GLG SLEEPING ROOMS PROVIDE AN EGRESS �0 WINDOW WITH A NET CLEAR OPENING OF 5 SQ. FT. FOR GROUND FLOORS, �- 5.7 SQ. FT. FOR UPPER FLOORS. OPENINGS SHALL NOT BE LESS THAN 24'H OR 20'W �+ e: SILL NOT MORE THAN 44" ABOVE FLOOR. PROVIDED ELECTRIC SMOKE DETECTORS WITH BATTERY BACK - UP IN ALL SLEEPING AREAS AND STAIR LANDING WIRED SO THAT THE ACTIVATION OF ANY DETECTOR WILL ACTIVATE ALL. T.o.BJ3 A CARBON MONOXIDE TO. roDDBJ3. ALARM SHALL BE INSTALLED IN ACCORDANCE r WITH RA.C. RULE 9B-10472 WITHIN TEN FEET OF EACH ROOM USED FOR (GJ L-3 SLEEPING PURPOSES. BM22 SEE FRONT ELEV. ALIGN WITH OPENING BELOW. TOP OF WINDOW a b'-b" ABV. 2ND FPP. FILL COLUMNS AND LINTEL 50LID W/01 . T.OJ3 1.. 1 63 VERT. TIES ONLY A5 REQD. SEE LINTEL SCHEDULE SS fE— HIGH STRENOT14 PRECAST LINTEL I �.1 kMIN ORGIN6 A5 REQD. SEE LINTEL SCHEDULE COLUMNS BEYOND SEE FOUNDATION PLAN eP TYPICAL DETAIL LINTEL AT OPENING CONT. DOUBLE 2X4 TOP PLATE DRYWALL AS PER BUILDHR5 PREF.'s WOOD 5T JP5 AT 16" 0/6 2X4 OR 2xb WOOD SOLE PLATE TAGHED TO SLAB W/ 5/6' hEDSE GHORS AT 24' 01 OR AS PER T. 5/A5 eBEARING WALL SECTION SCALE: 3/4" = I'-0" BEAM SCHEDULE REINFORCING 63 HOOPS TOP MID BTM MARK SIZE OR STIRRUPS REMARKS GASTGRETE HIGH STRENGTH LINTEL L-3 b""x16" 103 - Ix5 NONE READ. (2) COURSES FILLED CASTCRETE H16H STRENGTH LINTEL 1-4 64x28' IA5 - I✓t5 NONE REOD. ALL COUR9E5 FILLED GASTGRETE H/6H STRENGTH LINTEL L-5 6'x24' 103 - IM5 NONE REOD. (3) COURSES FILLED GA5TGRETE HIGH 5TWOTH LINTEL L-6 6"x30" 105 - 1#5 NONE REOD. ALL COURSES FILLED Typ BM CONTJN L-7 6x32" 115 - 1#5 NONE MID. (4) CCCi FILLED NOTED CASTGRM H16H 5TREN&TH LINTEL L4 6x22' 175 - 1#5 NONE READ. ALL COURSES FILLED CA5TGRETE HIGH STRENGTH LINTEL L-4 8"x14" IM5 - 10 NONE R5OD, ALL COi FILLED WAS 51N6LE LE6 STIRRUPS a b" O.G. GASTGRETE HIGH STREN6TH LINTEL L-10 6"x32" I yS - Ix5 END ALL COURSES FILLED 21 SQUARE FT OF SETBACK Vi SETBACK GRADE OR PAVERS IS'-2 1/2' 8,'-10 1/2' 111 T .82 SQUARE FT ALLOIAED (Kl L-7 Hg (K) L-I 24" 2 5 " RS. 24'XT2'G5MT BB-1 56'X72'GSMT 51 1 ' F.6. 36"X72'G5MT 000 000 T-2 1/2' 5 1-711 DINING AREA LIVING RM b'-0" GL6 Ni GL6 FIN FLR: 0 r+ (MAIN SLAB) 0'1 F.F. \� (1133' MIN Ni 10'1 GL6. STL COL, CHANGE IN GL6 HT5 OVER STAIR TOA5J5. LETTER TO INDICATE WHICH LINTEL TO USE SE GASTGRETE SCHEDULES PROVIDED (A)LETTER_ TO INDICATE LINTEL SIZE. SEE BOND BEAM SGHEDUL.E PROVIDED W PRECAST 4 PRE5TRE55ED U-LINTELS 4m"6444"' GRAVITY 'ca ai yTYPE ' ' H 81 BRFiB 0F12-09 BF72-IB 8F16-OB 81`16-18 BF20-OB 1111 BF24-0B a24-18 8F'�-0B BF7/-19 eF3x-m BF32-18 A () 2'-10' (341 PRECAST 23M 37e6 447s 6Bw 7526 91 101n 11936 Ji66 4Q3 6039 Mill 0004 loth 11936 9 () 3'-6' (42' PRECAST 2302313e 33n 4089 gaol A15 8630 8947 31. 44M SM 7526 9004 1an 11938 C () 4,-0" (481 PRECAST ZOZe 2YL'F 2496 34W 4436 5410 6364 735a 2046 4473 0039 75H 91 Lai 11936 (D) 4'-8' (54' PRECAST 1651 1797 1913 2057 3403 4140 5644 2170 40D 6N9 I 75n 9004 1 n 96M (� 5'-4' (641 PRECAST 1184 1223 1301 1809 2317 2828 3816 1665 2889 5057 a; 6400 4 7460 (F) 5'-10' 1 PRECAST 972 1 low 1059 1474 1889 2304 1 3137 1450 2454 4144 5458 4437 5280 6122 G () 6'-V (78' PRECAST 837 1255 2101 SW 2746 3MB 3071 4585 1255 2101 3396 5260 7134 8995 8890 N ( ) 7'-8' (91 PRECAST 787 1029 1675 2385 1994 2439 2886 3333 1029 IBM 2610 38H 8596 6613 5047 (J) 9'-4' (1127 PRECAST 573 1040 1409 1210 1482 1764 2027 79 1212 1818 2544 34110 4030 3127 (K) 11'-4' (138' PRECAST 445 9ffi 1385 1554 2355 1793 2075 598 935 1385 1654 1 2441 3105 4044 L () 12'-0-(1441 PRECAST 414 545 864 1254 150 2074 15 late 555 M4 1254 1W3 2211 3590 (M) 13'-4-(160' PRECAST 382 485 748 1076 1438 1855 1 141111 2920 485 748 1W6 1438 1�5 2343 (N) 14'-0' (1681 PRECAST 338 38i 919 = 1 1 2M 465 00 7W 1003 I 13% 14 1714 21 (P) 15'-4- (1841 PREM EW N.R. III AIR N4 N4 NR 0 420 IN ta50 less 2370 :: mm • 14�r - ■■ no • Y r fit. • _ _ ,_, ■■ ; =: 0 1 11�► N r r r r " • . r •• • A :; ; r p • ■■ .. to r r r r ■: • _r 10'-0' SETBACK 1ST FLOOR PLAN �W�� EENNCESHALLBE ON SCALE : 1/4" = 1'-0' IMPACT RESISTANT (AT OR ABOVE FLOOD HT - SEE SURVEY FOR MIN FLOOD HT) b" PRECAST 4 FRE5TRE55ED U-LINTELS 1 UPLIFT 'ca acit ' LATERAL TiPE N BFH-1T 6_ Fl2-1T BFti 6F20--1T BF24-IT BF28-17 SF32-17 BU8 8FB 81 am-zr (A) 2'-10' (341 PRECAST 2727 2876 4101 5332 11549 7811 9055 2021 2021 2727 2784 3181 5190 U07 700 8657 (B) 3 -6' (427 PRECAST 2165 2289 3260 4237 5219 6204 7192 - 1257 1257 2105 2215 3165 4125 5091 W70M (C) 4-0' (�� PRECAST 1878 1989 202 36e0 45M 5367 6245 938 938 1978 1225 275D 3583 4422 5294 6110 (D) 4'-6- (541 PRECAST INN 1782 2507 n57 4010 4707 5525 727 727 INN 1705 2435 3171 3013 46M 5W6 (E) 5-4- (641 PRECAST t 1484 2110 2741 3375 4010 00 505 5M 1783 1437 2050 2870 3283 3820 4649 (� 5'-10' (70� PRECAST 12720 1357 I9W 2505 3D84 3665 4247 418 418 1272 1315 1875 2441 3010 3583 4157 (D) 6'-6' PRECAST (71 11410 1200 1733 2250 2700 3290 3B12 707 887 1141 1182 1684 2192 2703 3216 3732 (H ) T-6' (90) PRECAST �' 912 1475 1914 M 27W ffi40 591 657 990 1029 14N 1207 2351 iR 3245 (J) 1 (1121 PRECAST 901" 612 9B0 126E 155D 102 2144 454 SDI 755 1122 1350 1910 WI nu (K) ll'-4- (1361 PRECAST 8or 439 an BBB 1104 1309 1515 556 we 535 905 1205 1595 I= 2198 (L) 12,-0' (1441 PRECAST wr 400 531 816 1001 1135 1372 340 494 631 480 515 1209 1514 1709 2M5 (M) 13'-4'(1601 PRECAST 5000 340 532 me 841 997 118T 302 398 5A 400 BE1004 13W 183/ 1BW (N) 14-0' i PRECAST 288 360 548 37B on M1254 15W 180 8 (P) 15,-V(184•) PRESTflE55ED 220 278 430 553 877 801 92S N.R. 327 220 329 542 791 1072 1381 IWB M2EO110E ME Bi 25x TOR GUM READ REM METAL AN6LE- ATTACH TO TRUSS !W R-30 INSULATION SCREWS AT 12" OG. TRU55 — PLYWOOD �BOTTOMGHORD I/2" DRYWALL 2" X 30" MIN ACC LECOR. TRIM NIOUL.DIN5 ATTIC ACCESS SECTION A2 SCALE 1-1/2' = I'-O' TODD FRANBIBLE GMU TO OUTSIDE OF NOTE: ENGINEERED UNIT MA50NRY USED TO DF516N MALLS, BEAMS 4 COLUMNS INSTEAD OF PRE5GRIPTIVE CODE NOTE: RATIONAL ANALY515 WA5 L15ED TO DE516N THE FOOTIN6 INSTEAD OF PRESCRIPTIVE CODE. ATTIC VENT CALCULATIONS CEILING AREA RATIO TOTAL NE 7 FREE VENTILATING AREA 1,438 50. FT 1/750 1,1M W. FT. OR USE 57 b" MIN OF 2" WIDE SOFFIT VENTING OR USE VENTILATED ALUMIN SOFFIT THRU GYIT CALCULATIONS IST FLOOR A/C (AWo STAIR) 2W PLR A/G (WO SrA/R) 724.0 S.F. 6230 S.F. TOTAL S.P. 1547 S.F. HPTRY-STAIR-LM�IN6 1 S.F. GARAGE - IN54dVIN6 FRAIS WALLS 260 S.F. 1ST FLOOR BALCONY 0.0 5F. 2ND FLOOR REAR BALCONY 5MO S.P. 210 FLOOR FRONT BALCONY 67.0 S.F. TOTAL SF. 2J35A S.F. THE DESIGN PROFESSIONAL A550ME5 NO LIABILITY FOR IMPROPER SLOPE5, GRADES OR MEASUREMENTS. ALL FIGURES TO BE VERIFIED BY A LICENSED GENERAL CONTRACTOR IN THE FIELD BEFORE CONSTRUCTION. revisions no. date designed PAR drawn PAR chersked PARi55 date 413114 SGa 0 114" = 1' 0' N.NoJ job no. 13.051. RIZ Shawn M. Stambaugh, PE FL. LIC. 61850 - C.A. 26210 w U Q 0 ^W F� IL zz w Q� �0 co N N�� h-1 W 0 J z F— (n project QEA Quantum Engineering Associates inc. Structural Engineering ■ Cost Segregation 300 AVENUE OF CHAMPIONS PALM BEACH GARDENS, FL 33418 561.202.6994 FAX 561.296.2494 4VJW `A'.Q2a S 9 Q C 13t aS.0 0M drawing 1ST & 2ND FLOOR PLAN ABLE COPY THESE PLANS CONFORM TO FBG - 2010 revisions no. d W I I 121X bo" RD. a� Op -50.51 p + 46.02 O10 12'X 60' R.O. 12"X 60' R.O. DP - 5125 DP - 5125 J Lim RAW UP 12 °X 80"R.O. DP -5125 AA CM (22'-O" MAX HT) FROM FLOOD —17'-4" T.O.B.B. 9'-4" FIN FLR T.O. 2ND FLOOR T.O. FLR o PWDR RM (0'-0" FIN FLR) - - (11'-4" NA.VDJ T.O. 1ST FLOOR (10'-0' NA.VDJ - - O - - BASE ELEV MIN. t 1�- - 100�8N"X�12-51.14 Vz 4529 � OPEN OPEN OPEN i F/A 4'-0' NA.VD. MEAN GRADE PT WOOD DEGK W/P05T BURRIED IN 6RAUND 56' TYP. REAR ELEVATION SCALE: 1/4" = 1'-0" NOTE :TRU=f COMPANY TO VERIFY THAT OVERALL HEIGHT OF OF ROOF DOES NOT EXCEED 22'-0" ABOVE FLOOD 13 56'X 20"R.O. 12 DP - 54.5b `� 3 � NOD +5058 m THRESHOLD IN 1-1/2' —REGE55 4N SLAB - - \ 6LA558LK 6LA55BLK O QFlil Ell I?40"X R.O. - pP s259 + 45.50 -- -- -- - Q 10'X 10"R.O. "X 56"R.O. 26'X 101RD.m Q h DP -54h6 DP -54h6 DP -54.86 m +5036 +5055 +5058 _ _ tu - �AAND�N61l (OPEN Ill(OA I I COPEN Ill �OPEN NOTE TO &C. NOTE TO BUILDER: G.O. SHALL ASSUME RESPONSIBILTY FOR ALL VERIFY BASE ELEVATION OR FLOOD MASONRY/ROU5H OPENING SIZES AND SHALL VERIFY PLAIN MAX HE16HT WITH WITH PRODUCT SPEG.'s BEFORE CONSTRUCTION. PROFESSIONAL LAND SURVEYOR BEFORE CONSTRUCTION. 12 3 (22' O" MAX HT FROM FLED —17'-4" T.O.S.S. T.O.B B. 10'-6" 4' 4" FIN FLR T.O. 2ND FLOOR (13'-10" NAND) T.O. FLR 0 Ph07R RN (0'-0' FIN FLR) (II'-4" NA.VDJ T.O. IST FLOOR 00 - - - (10'-On 8A5E ELEY MIN. ®®®® 4' HIGH RAISED SMOOTH CEMENTITIOU5 BAND 4'-0° NA.VD. MEAN GRADE LEFT ELEVATION SCALE : 1/4' = 1'-0' \=Mr7w, w /M\ ® 5 56"X 2001 R.O. DP -54,86 F.6. D +5056 r T.OD e. 10'-6" ry 4" HIGH RAISED GEMENTITIOU5 BANDING r ui T.O. 2ND FLOOR -a SEE DETAIL FOR EXTERIOR - - - - - - - - — CEILINS5 TYP. SHEET A4 ALUMIN RAILING W/ PIGKE75 I 4 SPACED TO REJECT A 4" VIA Q A/0_ I 54"X O'R.O. SPHERE TYP.-s25q in +4B30 CA5EMT Q — JN --- - — — — — 03'40' NA.VOJ -- -- -- lam - - -- - - - -- — — — — —� - - T.O. FLR O PWDR RM , 4' HIGH RAISED — — — — — CEMENTITIOUS BANDING - - - (0'-0" FIN FLR) - - - - - - - — - - — - - - - - - - (114" NA. VD) T.O. 1ST FLOOR (10'-0' NA.VDJ II I I� II I III TEXTURRED CEMENTITIOUS FINISH OVER BREAKAWAY WALLS- TYP. O q6'X 12"RD. DP -6506 +4g25 (OPEN OPEN RIGHT E 50ALE : 1/4' = 1'-0' LEVATION BASE ELEV MIN 4'-0' NA.VD. MEAN GRADE OPEN FRONT EL SCALE: 1/4' = 11-O" EVATION ALL 28"X 58' R.O. DP - 61.12 +5056 'X 26'R.O. OP -61.12 +5058 O 56"X 62, R.O. DP - 525q +4530 O 9b"X q6"R.O. DP - 55,44 + 44,6q 56"X 26'R.0. DP - 61.12 +505b (22'-O" MAX HT) FROM FLOOD NDING METAL SEAM NG TYP. 17'-4" T.ODD. 6H RAISED SMOOTH ITIOUS BANDIN6 DE TEXTURRED TITIOUS BAND AROUND N65 TYP. AS SHOWN T.ODD. 10'-6' 9'-4" FIN FLR T.O. 2NO FLR 54'X b2"RD. DP -525q +4bs0 ALUMIN RAILING W/ PICKETS SPACED TO RE.IFGT A 4' VIA 5PHERE TYP. -T.OB.B. NA.YDJ d T.O. FLR 0 PWDR RM T�a 4 5EP5 I1P(O'-0" FIN FLR) I' 4' NA.VDJ T.O. IST FLOOR NA.VDJ 8" HIGH RAISED SMOOTH CEMENTITIOU5 BANDING N 5TA ROOFI 4" HI CEMENT 4" WI GEMEN OPENI THE DEVON PROFE55IONAL A55UME5 NO LIABILITY FOR IMPROPER 5LOPE5, ORADE5 OR MEASUREMENTS. ALL FIOURE5 TO BE VERIFIED BY A LICENSED GENERAL CONTRACTOR IN THE FIELD BEFORE CONSTRUCTION. designed PAR drawn PAR checked PAR65 date 4Y3n4 scale 114" = P-ON (L Job no. 13-051. RIZ Shawn M. Stambaugh, P1 FL. LIC. 61850 - C.A. 26210 W U Q Q 00-0 0 nW 1� LL ZZ W Qz) U) 0 'IT LIJ L11 N �� J 24 -JUJ ZU) project QEA Quantum Engineering Associates ii Structural Engineering 0 Cost Segregation 300 AVENUE OF CHAMPION: PALM BEACH GARDENS, FL 33 561.202.6994 FAX 561.296.2494 Pjw'h _�L3 SS C:C 13C 2S.0 Qti-I drawing sneer A-3 of THESE PLANS CONFORM TO FW - 2010 I0 P.T. BUCK SET IN SEALANT AND NAILED p(/1-1/2" CASE HARDENED COIL NAILS AT 12" 0/G. MAX. GONG. OR MASONRY in T7DRYWALL BOARD CALLKIN6 ALUMINUM FRAME FASTEN THRV SUCK W3/I6NS 114" TAPCOJ %REW5 a 12" O/C PERIMETER CAULKING It 001. r. STUCCO FINISH HEAD DETAIL (WINDOW) \_ALL EXTERIOR GEILINS MATERIAL TO BE MY -RIB LATHE AND STUCCO FASTENERS AT 24' D.G., EITHER 1-5/4" MIN EMBEDMENT ROOFING NAILS WITH IW SHANK AND 5/8" HEADS OR 5TAPLE5 WITH 1-3/4" MIN EMBEDMENT LE65 E IAW (16 GABE) EXT. PORCH CLG DET. #1 ��<OO C] n J Zt R� GGGGGG { < J m ~Eq ILL 43 COW05 TREAD #P: — H ATTACH W/(3/I6" VIA x3" LN6 6ALV) i HEX HD SCREWS. 2 EACH SIDE _ F SEE FNFOR RI4T2x12 0 STRINGER PT 2x6 FASTENED WI/(2) 1/2" VIA. x3' ATTACH STRINGER LONG 6ALV. LA6 W(2)I/2" DIA 5CREWS. THRJBOLTS INTO PT. 4x4 P.T. 4x4 POSTS LUMBER: LUMBER USED SHALL BE SP #2 OR BETTER. ALL LUMBER EXPOSED TO HEATHER SHALL BE PRE55M TREATED OR RATED FOR EXTERIOR USE. ALUMINUM FRAME FA57EN THIRU BI.CK Wn 3/I61x3 114' TAPCON 5CREH5 0 12" O/C FaRIMEvR CAULKING STLeGO FINISH COW,. OR MASONRY Ix3 P.T. VLvK SET IN SEALANT AND NAILED W/1-1/2' GA5E HARDENED COIL NAILS AT 12" O/G. MAX. DRYWALL BOARD CAULKING JAMB DETAIL (WIN ALUMINUM FRAME SECURE FRAME TO SILL WITH SILICONE QD q IXINII PRECA57 OR POURED SILL PERIMETER CAULKING SILL DETAIL (WINDOW) GONG. OR MASONRY DRYWALL BOARD 2x4 P.T. BUCK SET IN SEALANT AND SECURED IN/ 3-I/4" x 1/4" (MIN) o. TAPGON5 AT 6"GIG, 0 q DOOR TRIM DOOR AME FASTEN TO BUCK W (2) #6 6ALV. x 2" SGREW5 0 2'-0" O/C DOOR TRIM PERIMETER GAULKIN6 5TI4'C0 FINISH HEADIJAMB DETAIL (DOOR) DOOR THRESHOLD SET IN BED OF CAULK S FASTENED TO SILL W 06 x 1 112' 3GREW5 0 16' O/C PERIMETER GAULKIN5 FLOOR COVERING p '° 0 0 ° o. GONG. FLOOR SLAB PERIMETER GAULKIN6 CONCRETE SLAB SILL DETAIL (DOOR) EN5LERT 1100 SERIES 5TANDIN5 SEAM ROOFIN5 OVER 2xb LANDING W/ 5/4' GI PEEL d STICK SYNTHETIC ROOFING UNDERLAYMENT PLYIND 6lLED d NAILS OVER Iq/32' EXT GRADE COX PLYHD. FASTEN MTL MEMBERS ARE 16' O/G W ROOF PER MANUFAGT. 5PEGFIGATION5 FOR 140 MPH WIND PER FB.G. 2010 EDITION (SEE DIAPHRA6M SCHEDULE FOR NAILING PATTERN (NOTE: PEEL AND STICK ROOFING MAY BE USED IN LIEU OF FELT PAPER AS SECONDARY WATER BARRIER) LANDING SECURED TO ELI, PRE-EN5. WOOD ROOF TRU555 HALL W 3' DRIVE PINS 624" OX TYPICAL H/APPROVED 12 12' O/ SAW. TRU55 ANCHORS SEE Q`� SAW. CONTIN. 6A. MTL DRIP OVER 2xb HOOD FASCIA ON TRUSSES. FRAMING AND BRAGIN6 PLAN USE VINYL COVERED FASCIA AND VINYL R-30 BATT. INSULATION VENTILATED SOFFIT. OR EQUAL (SEE W= ift—• . .- • • - -a• . - - - •- 1/2" (MIN) 6YP5UM BOARD APPLIED: 6ALV METAL STUCCO STOP OVER TO UNDERSIDE OF TR55E5 6ALV FLASHING WHERE ROOF MEETS 1/2' 6YP5UM BOARD OVER HALL - TYP. Ix2 P.T. FURRING a 161 O/ OVER 5/4' THK FOAM BIRD 5/8" 5T ii FIN15H (2 COATS) OVER INSULATION. R-4.2 MIN. 8' GONG. BLOCK W/ (1) M5 BAR VERT. IN COW,. FILLED CELL AS PER PLAN MIN LAP 30 DIAMETERS R-50 INSULATION WHERE NEEDED E. SEE STRUCTURAL DETAILS FOR 3/4' Td6 PLYWOOD FLOOR GLUED d G. EMBEDDED STRAP SPECIFICATIONS NAILED OVER PRE-ENGINEERED FLOOR TRUSSES o SPACING T.O. 2ND FLR TRU55 a q'-4' NOTE: SUPPLIED BY TRU55 MAN1F. 20'-8" N.A.VD. rF AI RAIL] ALUMNNUIM OR WOOD RANG PICKETS SPACED PRE-ENGINEERED WOOD FLOOR TRUSSES i SEE STRUCTURAL DRAWINGS T A 4" VIA SPHERE d SEE TR55 MANUF PLAN FOR SIZE d FOR BEAM REGN)IREMENT5 2010 pe�GONG cpADl BOND BEAM 1/2" BOARD APPLIED TO SEE BEAM SCHEDULE FOR UNDERSIDE OF TRU55E5 SIZES (5/6" THK TYPE W GYPSUM SEE STRJYTURAL DRAWINGS o 6ARA6E GL6 MIN) FOR BEAM REQUIREMENTS 3/4' Td6 PLYWOOD FLOOR FIRE STOPS 0 8'-0' MAX Hi. GLUED d NAILED OVER PRE-ENGINEERED FLOOR TRUSSES MP: TErxKINE EXISTING RESID FLR a SPACING SUPPLIED BY TRUSS MANUF. �A I LER 0 BATH 2=2' 6 FIN. FL 4 �ATEZ XLK 13'-10 1/4" NAND. 1/2' GYPSUM BOARD OVER Ix2 P.T. I/2" BOARD APPLIED TO GOS 05D FURRING* 16" O/C OVER 5/4' THK UNDERSIDE OF TRU55E5 rT W /Ix3° BIRD INSULATION. R�.O MIN. YP5UM LO GAL HEX 4 E ACH E I PE NOTE: R15M ARE MAX 7-5/4' APPLIED WOOD BASE ,. a GARAGE GL6 MI S"R HS. TREADS ARE 10" MIN. DEPTH FIN FLOOR I. R-50 INSULATION WHERE NEEDED OPT) : 6.0. TO VERIFY ALL FINAL . L RI HEI6HTS IN THE FIELD BEFORE T.O. MAIN SLAB = 0'-0" K SMA,W GOSTRL'GTION.—aT'—p=.+ W-4" N.A.V.D. SEE STRUCTURAL PRAHIN65 FOR BEAM REQUIREMENT5 SEE BOTOFBI=10'-0 PLAN N.A.V.D. ATTACH STRINGER TO PT 4x4 GENNENTITIOUS FINISH ON HANDRAIL WALLS IN 6ARAGE SOUTHERN Y. PINE dl NEW W/(2)I/2' DIA THRUBOLT5 INTO OURED GOP1C PILE PER TYPICAL PT. 4x4 PILE PLAN P.T. 2x12 5TRIN6ER— 0 4" THICK CONC. BREAKAWAY SLAB ON b - ' GTI FRANGIBLE MIL VAPOR BARRIOR OVER GLEAN, WELL I -6RADE— — COMPACTED TERMITE TREATED GLEA PARTITION PER )"LAN I-7/I6"xl-Vlb' PICKET— _ — — SAND FILL. USE 1/2" FELT EXPANSION 5EE STRUCTURAL DRANIN65 SOUTHERN Y. PINE #1 STRINI6ER AGAINST— I I) JOINTS ALL AROUND EGT m STEM WALL USE 5-1/2' I III T.p A 4" SPHERE i (Il4") TAPCON5 0 12' z ) II I HAND COMPACT SOIL • ,,� ,F,; II I F- <_. - .6ARA�6EIRE51ME.NeBTS _ ` SEE FOUDA71ON PLAN I$ (Fb = 1750 Pao TYPICAL E O.C. STAGGERED I ) AROUND POST -TYP. I "4 I III I I ■12x3' WID. II I A d 50 5TR 7VRAL DRAHIN65 SCREWS TOP E ` FOR BEAM REQUIREMENTS BTM. TYF. P SECTION STAIR A4 SCALE: 1" =1'-0" PIT 2X2 MIN CONTIN BATTEN PRE ENSINEEREV ROOF TRU55 \ 1 \ \\ TA /PCON5 Ia124" O.C. CONCRETE LINTEL SEE BEAM SCHEDULE SEE WALL 5EGTION _( NAILS 0.12 VIA. SHANK 3/8' VIA HEAD 1-1/2" LON6 0 6" O.G. (WHITE) QUAD PANEL ALUM/VINYL VENTED SOFFIT "AMC," J-C,MANNEL 0p155 THK ALUM WVT-NAIL 0 12" O.G. TO CBS d 16 6A 1/4" 55 STAPLE W/ 7/8" MIN EMBEDMT a 24' O.G. TO PT 2X2 BATTEN. (MIN) e SOFFIT ATTACHMENT DETAIL. A4 OPTIONAL GONG. COLUMN WEATHER 5TRIPPIN6 BY DOOR MAW. 6ARA6E DOOR 6ALV. STL. VERT. TRACK BY MANE FASTENED TO TRACK BRACKETS W/ VW-20x1/2' CARRIAGE BOLTS E LOCK NITS 6ALV. STL. TRACK BRACKETS FASTENED TO WOOD JAMB Wn 3/16'xl-1I4' LA6 SCREWS 2x6 P.T. ATTACHED TO rtMJ.s rEnNOO OF COLUMN W 1/2' A.B. ATTAGFFENf- a 2'-0" OIG VERT. ""'SL W4BN Ulrrm (6' MAX FROM ENDS) �Wcof tr-rE INSTPoKTiONS JAMB DETAIL (GARAGE DOOR) eSTAIR DETAIL A4 0 CMU HALL FRAME WALL STUCCO FINISH HEAD FLASHING V x P' L6. P.H. 6h5 0 16" OIG E 6' MAX. FROM ENDS .:PERIMETER 5EALANT NUM FRAME WMAILIN6 FIN GAULKIN6 DRYWALL BOARD HEAD DETAIL (WINDOW) 2x12 5TRIN6ER5 TYP DING SECURED TO A POST WV ONE (1') 14 6E M. STRAP W/ JAILS. FILLED 4x4 P05T SECURED TO SLAB STL. POST ANCHOR SHOT W/ DRIVE PINS TO SLAB AND NAILED TO POST. FILL ALL HOLES 1/40THK xb'xl2' STL PLATE WELDED TO TOP LEFT AND TOP R16HT 51PM OF STL ANGLE BOX. SECURE W(2)5/8" DIA) WLA. o 8' O.G. INTO EACH PLATE, 4' MIN EMBED TYP, THRU-OUT AN THK x2"x2" STL ANGLE WELDED INTO BOX SHAPE ADD DIA60V LO - I EACH SIDE PAIN SURFACES FOR RUST `-I/4' THK 5TL CENTER RIB I/4" THiK 5TL BASE BOLTED TO WALL (5/8" DIA) N.A. 12" O.G. (5 MIN) SIZE OF BASE TO BE DETERMINED BY 6.C. A4 A/C SUPPORT DETAIL u d N tI FOR HALL MOUNT HANDRAIL DETAIL Nt120' M. Nl WRENS TOP E zi OURED GONG PILE PER m �� 012x3' AD. BTM. TYP. PILE PLAN m SCREWS TOPE BEM.0I6 O/C m (ONLY APPLIES TO m ' CONNECTION TO ND. FRAMING. DOES HOOD FRAMING NOT APPLY TO STAIRS CONNECTION TO eBUILDING WALL SECTION B-B 1 HOOD STAIRS A4 A4 GUARDRAIL DETAIL SCALE 1/2' = 1'-O' I NS TOP RAIL VC 2x HOOD OR PPICKETS SPACED TO REJECT A 4" VIA SPHERE GUARDRAIL DETAIL - TYP, A4 COVER ALL NI GODIT O 14 CA. I' MTL. STRAP. ONE ON EACH STRINGER WITH THE EXCEPTION OF A STRINGER ON AN OPEN SIDE WHERE THE STRINGER ENS ON THE OUTSIDE EDGE OF A DECK IN ORDER TO CONTINUE A 2x12 FASCIA 14 CA. M. STRAP SECURED TO SLAB WV DRIVE FOR THE RAILS. EACH STRAP 15 NAILED TO TIE END OF THE STRINGER PINS AND NAILED TO BOTTOM OF STRINGER W/ AND 55UFW TO THE DECK W/ NAILS OR DRIVE PINS DEPENDING ON 16d NAILS ON EACH STRINGER. HEAATHER HOOD OR CONCRETE. IN CASES WERE 57W CANNOT BE SEEN AFTER DRYWALL 15 H1N6, THE STRAP HILL START FROM THE UNDERSIDE OF THE STRINGER AS SHOW WHEN STRAP CAN BE SEEN STARTINS POINT WHEN STRAP CANNOT BE 2x4 P.T. SECURED TO SLAB W/ 3' DRIVE PINS. STAIR SECURED TO 2x4 WU 16d NAILS FROM THE FIRST RISER TO THE 2x4. NOTE THAT 2x4 P.T. DOES NOT NEED TO 60 FROM 57RIN6ER TO 5TRINSM. A4 STAIR DETAIL 1) WOOD TRUSS OR LANDING W 5 I6d NAILS 5TAG6NRED 2) CONC. SLAB W/ 4 5" DRIVE PINS WU 30# TAR PAPER BETWEEN GONG. d STAIR 3) IN GASES WHERE 5LA13 15 TOO TWIN TO HOLD DRIVE PINS PROPERLY, 1/4' TA.PGON5 WILL BE USED INSTEAD a THE TOP RISER AND THE STRAP ATTAGHING TO THE SLAB. A4 STAIR DETAIL ALUMINUM FRAME AINAILIN6 FIN PERIMETER SEALANT STUCCO FINISH $0 x P L6. P.H. 5M5 a 16" O/C 16 MAX. FROM FRAME WALL _114_ DRYWALL BOARD CAULKIN5 JAMB DETAIL (WINDOW) 12 Q5EE ELEV. PRE-EN6.HOOD ROOF TRU555 024" O/C TYPICAL H/APPROVED GALV.TRU55 ANCHORS SEE FRAMING AND BRAGIN6 PLAN R-30 BATT.INSULATION- OR EQUAL (SEE ENERGY GALO) 5/W (MIN) GYPSUM BOARD APPLIED TO UNDERSIDE OF TRUSSES FIRE 5TOP- TYPIGAL TIE BEAM. REFER TO - FLOOR PLAN FOR BEAM SCHEDULE. CORNER BAR5 MIN LAP 25' /2" GYPSUM BOARD OVER Ix2 P.T. FURRING 0 16" O/C OVER 3/4' THK FOAM BRD INSULATION. R 42 MIN. 3/4' T46 PLYWOOD FLOOR SLUED E NAILED OVE PRE-ENGINEERED FLOOR TRUSSES a SPAGIN6 SUPPLIED BY TRU55 MANUF. PRE-ENGINEERED WOOD FLOOR TRUSSES SEE TRUSS MANJF PLAN FOR 51ZE d SPAGIN6 R-30 INSULATION HHERE NEEDED SEE FRAMING PLANS FOR ADDITIONAL STRUCTURAL DETAIL AND INFORMATION 1/2" BOARD APPLIED TO UNDERSIDE OF TRU55E5 (5/8' THK TYPE 'X' 6YP5UM- a GARAGE GL6 MIN) FIRE STOP- 1/2' 6YP5UM BOARD OVER Ix2 P.T. FURRING s 16, OX OVER 5/4' THK FOAM BRO INSULATION. R-5D MIN. NOTE: R702.4.1 6ENERAL. CERAMIC TILE WRFACE5 SHALL BE INSTALLED IN AGGORDANGE WITH AN51 A108.1, A106.4, A1085, A108.6, A106.11, AI18.1, A153, A156.1 AND AIM.1. R702.42 CEMENT, FIBER -CEMENT AND 6LAS5 MAT 6YP51A4 BACKERS. CEMENT, FIBER -CEMENT OR GLASS MAT 6YP5UM BACKERS IN COMPLIANCE WITH ASTM G 1266, C 1525 OR C 1178 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND 5HIOYC-R AREAS AND HALL PANELS IN SHIOHER AREAS. USE FIBER GEMENT TYPICAL WHERE FIBER6LA55 PREFAB UNITS ARE NOT INSTALLED. APPLIED WOOD BASE FIN. FLOOR TO BE ABOVE FLOOD HEIGHT CONG FLOOR 4" THICK CON.. BREAKAWAY SLAB ON 6 MIL VAPOR BARRIOR OVER CLEAN, WELL COMPACTED TERMITE TREATED GLEAN 5AND FILL. USE EXPAN510N JOINTS ALL AROUND NOTE: ALL WAIL AND GEILIN6 FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT GREATER THEN 200 A5 PER FBG R 2010 NOTE: INSULATION MATERIALS, INCLUDING FACIN65, 5UGH A5 VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING ASSEMBLIES, ROOF -CEILING ASSEMBLIES, HALL ASSEMBLIES, CRAHL SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 200 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN AGGORDANCE WITH A5TM E 84. NOTE: EXPOSED ATTIC INSULATION. ALL EXR05W INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL WAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER. EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED ON THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC, WALL5 SHALL COMPLY HITH SECTION R516 DRYWALL BOARD GAULKIN6 ALUMINUM PRAMS, SET IN CLEAR SILICONE d FASTEN Wn 08 x 1' L6. P.H. 50,15 a 16' O/C t 6' MAX. FROM ENDS SILL FLASHING PERIMETER SEALANT STUCCO FINISH FRAME WALL SILL DETAIL (WINDOW) EN6LERT 1100 SERIES STANDIN6 SEAM ROOFING OVER PEEL d STICK SYNTHETIC, ROOFING UNDERLAYMENT OVER 1"2' EXT 6RADE COX PLYHD. FASTEN MTL ROOF PER MANUFAGT. SPECIFICATIONS FOR 140 MPH WIND PER F.B.C. 2010 EDITION (SEE DIAPHRAGM SCHEDULE FOR NAILING PATTERN (NOTE: PEEL AND STICK ROOFING MAY BE L15ED IN LIEU OF FELT PAPER AS SECONDARY WATER BARRIER) (✓ �( TOP OF BOND SEE ELEVATION5 12"\_CONTIN. 6ALV. MTL DRIP OVER 2xb HOOD d OA. FASCIA ON TRUSSES. USE VINYL COVERED FASCIA AND VINYL VENTILATED SOFFIT. 5/6" 5T0000 FINISH (2 COAT5) OVER I 8' GONG. BLOCK WV (1) #5 BAR VERT. I. IN GONG. FILLED CELL AS PER PLAN MIN LAP 30 DIAMETERS Ia I •I SEE STRUCTURAL DETAILS FOR EMBEDDED STRAP L SPECIFICATIONS . ' 2 NO FINISHED FLR ELEV SEE ELEVATIONS NOTE: 9702.3.1 MATERIALS. ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO A5TM G 56, C 7q, G 415, G 514, G 650, G 1151, C 1160, C 1002, G 1041, G 1177, C 1178, C 121a, G 131'15 OR G 15% AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THIS SECTION. ADHE51YE5 FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO A5TM G 557. ( 5/6" STUCCO FINISH (2 GOATS) OVER 8' GONG. BLOCK H/ (1) #5 BAR VERT. IN CONC. FILLED CELL AS PER PLAN MIN LAP 30 DIAMETERS 41 I d. ,I TOP OF GB -I = 0'-0" t ° :al 50T of CB -I 10'-0" NA.V.D. ° GMU FRANGIBLE PARTITION PER PLAN. SEE 5TRUCT DETAILS FOR STEEL REQ1JIREMT5 AND LOCATION OF WALL IN RELATION TO THE. BEAM GONG PILE PER rrOUIRED PILE PLAN POURED GONG FRANGIBLE FOOTING PER FOIRNDATION PLAN AUGERCA5T PILE PER PILE PLAN eBUILDING WALL SECTION A -A TYP. A4 SCALE 3/4' = 1 0' THE DE516N PROFF-55IONAL ASSUMES NO LIABILITY FOR IMPROPER 5LOPE5, GRADES OR MEA5UREMENT5. ALL FIaRE5 TO BE VERIFIED BY A LICENSED GENERAL CONTRACTOR IN THE FIELD BEFORE CONSTRUCTION. revisions no. date designed PAR drawn PAR cheGiGed PARISS date 413/14 scale 1/4"=I'-0'N.N.OJ job no. 13-051 . Piz Shawn M. Stambaugh, PE FL. INC. 61850 - C.A. 26210 Q W p Q LL Cl ZZ W Q� O � W W N��J H� w O _J Z (o project QEA Quantum Engineering Associates inc. Structural Engineering Cost Segregation 300 AVENUE OF CHAMPIONS PALM BEACH GARDENS, FL 33418 561.202.6994 FAX 561.296.2494 N1YJN.q Zd6a'�JC iat 2S.C4tri drawing THESE PLANS CONFORM TO FW - 2010 revisions no. date I41l32" ROOF PLYWOOD. NAIL PER DIAPHRAGM SCHEDULE EN6.AND APPROVED WOOD TRUSSES SEE TYP. WALL SECTION FOR ACTUAL HEEL. AND OVEMiAN6 CONDITIONS SEE TRU55 CONNECTOR SCHEDULE SELECT CONNECTOR SHOWN ON BRAGIN6 PLANS INSTALL PER MFR. SPECIFICATIONS _ SEE PLAN � T.O. WALL • 1 4'-0" CONC. TIE -BEAM OR BOND BEAM 5• GMU WALL STRAP TOP PLATE TO 5TV05 IW! 16P SPIN 4,6 OR 6 'U" 57RAP OVER TOP PLATE AND UP EACH SIDEW/(6 ) IOd NAILS TYPICAL %6F" MSTA16 STRAP FASTEN TO STUDS AND HEADER W6) IOd NAILS EA. MEMBER (TYPJ HEADER OR 0.T. SEE FRAMING PLAN A5 CONNECTION DETAIL A5 CONNECTION DETAIL GONG. TIE -BEAM OR DOUBLE MA50NRY BOND BEAM REQUIRED (1) ROW OF IOd NAILS at 6 • o% INTO 2x6 PT LED6FR x CONT. w/(2) ROWS OF 0.145" DIA. PA.Ps at 16• o% 0-1/2" EMBER, STA56. U5P 'HTA 20" EMBED STRAP at 4'-0" o% w/ (10) IOd x 1-1/2' LIS. INTO 2xbxb'-0" LONG 5P FLAT BLOCKING IN57ALL IOd x 1-1/2" at 6' o% 16" INTO 2x6 FLAT 5LK 6 l' .9 " FLOOR TRUSSES GONG. TIE -BEAM OR DOUBLE MASONRY BOND BEAM REQUIRED PER SCHEDULE SECTION ELEV. A5 CONNECTION DETAIL + FLOOR 5HEATHIN6 NAIL PER SCHEDULE BLOCK PER FRAMING PLAN 2x6 5TUD5 • I6" O/C (2) ROWS OF Ibd NAILS a 12' 0/G STRAP STUDS TO GIRDER WN5P t1TA24 WV IOd NAILS EACH MEMBER (13050 EA) CONT. 2X6 RIBBON NAIL TO EA. VERTICAL WEB W N) Ibd NAILS FLOOR 5HEATHIN6 NAIL PER 509VULE BLOCK PER FRAMING PLAN — VARIE5 - SEE PLAN PRE-EN6.kV. TRU55E5 FL EN6. PER SCHEDULE - PROVIDE MOISTURE BARRIER BETWEEN FLOOR SHEATHING PER ROOF PLYWOOD. NAIL OOR BLOCK PER PLAN PER DIAPHRAGM SCHEDULE SHEATHING AND BEAM PRE EN6. H100D FLOOR TRUSSES PRE - EXTEND WALL SHEATHIN6 FRAAMINN GONTIN 2x6 PT TRMISEE TO TOP CHORD PRE -ENO. WOOD TRU555 SEE PLATE FA57ENEp G PLAN TYR WALL SECTION FOR ACTUAL CONT. ?x4 RIBBON FASTEN TO EA. TO BOND BEAM TRW Wt(316d)NAIL5 TYPICAL. CONT. 2X6 RIBBON A5 61ROER TRU55 HEEL AND O.H. CONDITIONS W/(I/4°X3 5/4') WP HTA2O' EMBED STRAP at 4'-0" O/c NEEDED VV 16d NAILS FRAMING PLAN APGONS 12" `r/ (10J IOd X 1-1/2° L6. U5P RT16A or RT16-2 CLIP W/ (q) Od x -I/2° NAILS TO TRU55 4 (6) IOdNAILSTOPLATE STRAP DBL. TOP PLATE TO ELEV. STUDS WU5P °5PTH4,6 OR 6• T ® OL. 5TA65ERED 2x45 PT PR p� T ALE. ( SNAILS N iR1/55 t(4) bd NAILS IN TOP PLATE 50LID BLOCKING a 4'-0' O/G VERTICAL MAX 0 b° O/G 12 CONNECTION DETAIL A5 2x 57UPS U-STRAP OVER TOP PLATE AND 0 lb" O/C DOWN EA. 51DE W/ (6) IOd NAILS (SEE PLANT (TYPICAL)FLOOR MOISTURE BARRIER A6A1(Sr GONG BEAM - TYP. J015T5 2X6 5TVV5 0 16" 0/0 STRAP BOTTOM PLATE TO STUDS W/ TRL55 USP 5PTH4, 6 OR 6 "U" STRAP GONG. TIE -BEAM OR DOUBLE MASONRY SOLID BLOCKING 0 4'-0° O/C VERTU MAX. UNDER BOTTOM PLATE AND UP EACH BOND BEAM REQUIRED PER SCHEDULE 5112E W(6 I0d)NAILS TYPICAL 2x6 STUDS at Ib'O/G MAX. UPLIFT = 13600 USP H126 HANGER 1^U(4)IOd x 1-1/2' (5/8 )WEDGE ANGH a (24" O/G ) FI MAX, = 6000 NAILS TO JOIST 4 (6)1/4" X 1-5/4, EC 6" MAX FROM OPENINGS FASTEN STUDS TO TOP 4 BTM. PLATE W/ SE 0 TITEN ANCHORS TO BLOCK Wr3 ic3"xl/4' STEEL WASHERS OF SPTH& 'V" STRAPS W/ 6-I0d NAILS EA. FASTEN TO MASONRY W/Y4" x 2-94" L6. TITEN5 4 TO CONCRETE W/Y4" x 2-}" L6, TITENS SIMPSON FASTENERS ALLOWABLE LOADSILES) MODE- NO. MASONRY HEADER JOIST UPLIFT (135V MASONRY 0003k) hU210 6-TITFN5 4-10dxl-4' 575 2400 W26-2 14-TITEN5 6-I041 1065 4350 HU210-2 16-TITE19 10-IOd IBIO 5065 FV410 0-TITENS 10-104 1610 5065 hU210 3 14 TITENS 6-IOd 1195 3600 SECTION CONT. 2X4 P.T. RIBBON W/ HILTI DNI-72-PA O 5° O/G MAX NAIL 514EATHIN6 PER DIAPHRAGM 501EPULE 2x4 BLOCKING O 24" O.G. / Wt 0) IOd TOENAILS EA. 00 PRE-FAB ROOF TRU65 • 24' O/C SELECT HAN513t 545ED ON 11MMIRED SIZE 4 TRUSS Nit LOADS. 16 NOTIFY EN6R IF LOADS EXCiM CAPACITIES %011 20 A5 CONNECTION DETAIL A5 CONNECTION DETAIL WNNTN 2xb PT TE F�.� (U ROW OF IOd NAILS at 6" o% INTO 2x6 PT PLALEDGER x GONT. WW ROWS OF 0.145° VIA. TO BOND BEAM PA.Fs at 16" O/C (1-1/2° EMBED), 5TA66. FASTEN TO MASONRY WAN N x 2-114" TAPCON5 4 H/0/4"X5 5/4') TAPGON5 a 12" USP "HTA 20' EMBED STRAP at 4'-0" o% w/ (10) L6. 'TO CONCRETE WAN x 144' L6. O.G. ST IOd x I-I/2" L6. INTO 2xbxb'-0" LONG 5P FLAT TAPGON5 BLOGKIN6 INSTALLFINTb" bTo% O2x61FLATIBLK'6 LISP MODE- NO. FA5TENER5 ALLOWABLE LOADS (L.B5J MASONRY HEADER 'JOIST UPLIFT 03%V MASONRY 000%) 5KH210L/R 6-TAPGON5 10-10dxI4' 1505 1740 50210L/R-2 6-TAPGONS 10-I0d 1343 I430 5KH410UR 10-TAPGON5 10-I6d 1565 2240 F2 MAX = 645r< &�SW (4" ) MIN. 51DE OF STUDS NSonT NAN6ER(MISX If LOAM ON R IIRM SIZE TE11 S TRW MINK LOADS. 14 (2) 2xb PT BTM. PLATE FASTENED TO BEAM 17 A5 A5 e CONNECTION DETAIL W 50' WA. W/ 4" MIN. EMBED. a 24" OX 4 CONNECTION DETAIL CONNECTION DETAIL A5 6' MAX. FROM OPENIN65W/5"x3'xl/4'STL. A5 CONNECTION DETAIL GONG. TIE -BEAM OR DOUBLE MASONRY BOND BEAM REQUIRED WASHERS BLOCK OR MASONRY PER SCHEDULE - PROVIDE MOISTURE BARRIER BETWEEN FASTEN STUD TO (2) 2x4 P.T. BLOCKING BETWEEN TRUSSES COLUMN SEE PLAN 5FEATHIN5 AND BEAM RIBBOWBLOGKIN6 W/ EXTEND WALL SHEATHING t ANCHORED TO TOP OF LEDGER XM C 2X P.T. FASTEN TO COLUMN W/ 1/2" GONTIN 2x6 PT (2) 2x4 P.T. BLOCKING F LEDS TRUSSES U5P M5TA24 W/ 4-10d PAST TOP CHORD 16d NAILS O 6" O/G X-BRACE BETWEEN EVERY TRUSS t ANANORED TO TOP OF LEDGER WI1H NAILS EE. W/ 2x4 SP 4 (2) 16d END NAILS, 4+ WEDGE ANCHORS 0 24" D/G PLATE FASTENED Ibd NAILS 0 6' O/G ZxSTUD O I6° O/G USP HTA20" EMBED STRAP at 4-0" o% VERT. 4 b' MAX. FROM ENDS TO BOND BEAM U5P "HTA20" EMBED STRAP at 4'-0° o% FASTEN STUDS TO TOP 6 W (10) IOd x 1-I/2' L6. EA. � I" W/(I/4'X3 3/4') BTM. PLATE W/ •�,• SPTH 2x4 BLOCKING -FASTEN NAIL SHEATHING TO TAV55 AND BLOCKING SEE -9- A KAL SHEATHIN& w/ (10) IOd x 1-1/?° L6. BE TO TRUSS W/ 3-16d 5> SH64RWALL SGfELL1LE TAPG TA a 12" 4b, OR 5' STRAP W/b-IOd PER DIAPHRAGM 114H E IM E. FOR NAILIN5 REQUIREMENT5. OL. STAGGERED NAIL SHL PER PIA HI JOISTS NAILS EA. 51DE OF STUDS TOENAILS HOLD SHEATNIN51/4" BACK MASONRY HOLD 5HEATHIN5 2x8 PT PER DIAPMRAGhI SCHEDULE. /// -7/ MA50NRYWALL I/4MINM / L: O/G I o O jj BLOCK OR MASONRY 3/4" FLOOR 5HEA1HIN5 / S _1 COLUMN SEE PLAN 2X P.T. FASTEN TO COLUMN W/ 1/20 A �M016TLRE BARRIER A&Al T CONG BEAM - TYP. WEDGE ANCHORS a 24" 0/0 VERT. t �60 MAX. FROM ENDS $ PLOI J01515 TRUSS EXTERIOR WALL SHEATHIN6 SEE SNEARWALL SCHEDULE FOR NAILING REQUIRVhENT5. U5P SUR/L.26 YW(6)I0d x 1-1/2' NAILS FASTEN TO END STUD W/ Ibd NAILS AT SEC TO -JOIST )Ix o}� 12" 0/6 VERTU 4 6' (MAX,) FROM ENDS 3 NOTE: USE 5"x5'xl/4" 5TL. WA5FER5, TYP., EA. ANCHOR @ION CONNECTION DETAILCONNECTION DETAIL 6ROUT ALL COURSES SOLID TO GONG. TIE -BEAM OR DOUBLE MASONRY ONE COURSE BELOW LEDGER BOND BEAM REQUIRED PER 56HEMLE CONT, 2X4 P.T. RIBBON (2) Zc4 P.T. BLOGKIN6 BETWEEN TRUSSES WHILTI DNI-72-Pb O 6" O/G MAX 4 ANCHORED TO TOP OF LEDGER WITH 16d NAILS O 5" O/G NAIL %EATHIN6 PER DIAPHRAGM SCHEDULE " PRE FAB ROOF TRU55 U5P HTA2O'EMS STRAP at 4'-O"o% W (10) IOd x 1-1/2• L6. NAIL 5HEATHINS TO TRU55 AND BLOCKING �5/6" WEDGE ANGHOR5� / HOLD SHEATH/N61/4 OFF MASONRY a 12" 0/G 5TA EMBED 4° MIN • 2x6 P.T. WOOD `� • LEDGER 1'-O" USP THD26 W/ (16) IOd xl-1/2' NAILS TO SECTION NAILSLiS TROt pi xl-In• VIEW RUss A5 CONNECTION DETAIL (2)0r12 P.T. CONTINAOUS ATTACH TO MA50NR1'{W SECTION 5/6'DIA.WEPiGEANCHORS ELEV. W" 12O/G MAX TYP. 8 W4" MIN EMBED. A5 CONNECTION DETAIL YnRICJ - SEE PLAN 2x4 BLOOKIN6 W/ (5) Ibd -J L CONT. 2x4 RIBBON LET -IN TO NAILS TO TRV55 EE. TRU55 W/ 0) Ibd NAILS TO TRUSS EE. FASTEN TO 2x4 BLOCKING W/ IOd NAILS a b' 11 o/0 A5 CONNECTION DETAIL ROOF SW-ATHIN6 (SEE PLAN) FLOOR TRW 0202 P.T. CONTINUOUS J ATTACH TO MASONRY W/ 5/61DIA. WEDGE ANCHORS ELEV. O 12.O/G MAX. TYP. Wt 4" MIN. EMBED. 13 \�AV CONNECTION DETAIL EDGE NAILING ALONG BLK'& EN15V It APPR 61RDER x b'-0' LONG TRUSSES MEET EACH OVER O 90 DEG. A146LE OVER COL. (SEE FRAMING PLAN) 0 TRL65 MNFR TO - PROVIDE WEB AT BEARING. 18 A5 CONNECTION DETAIL GK BY TRUSS MANE. STEEL SEAT STEEL COLUMN—� JL AIL TOE NAILS (5EE COL. SGHED) ° • ° (6) 5�DL11A5 , /6° 2x6 BRAGS T042 EA 61R17ER 2 ° ° ° e 6 -0O/G I W/ (10) Ibd 1 3 1 ° NAILS, EA. END 12' 1 �i VERIFY W/ TRU55 MF5 PRIOR TO 4" "PL,;N A5 CONNECTION DETAIL _T.O. HILTI. 4EE 2x6 BLOGKIN6 0 6'-0" O/G FASTENED TO TRUSS EA. END Wl (5) Ibd 2x6 P.T. BLOGKIN6 a 6'-O" 0/G W/ H&A10 CLIP W/ (4) 1/4'Axl 1/2• LONG WOOD SCREWS TO TRU55 4 (4) 1/4'0' LONG WOOD SCREWS TO TOP PLATE WOOD FRAMED WALL CAPACITY: (SEE RAW 265 pIf LATERAL o I35 SOLID 5LOGKIN6 O 4=0'O/G VERT. MAX. A5 CONNECTION DETAIL V4" co FLOOR TRUSSES GONG. TIE -BEAM OR DOUBLE MASONRY BOND BEAM REQUIRED PER SCHEDULE SECTION ELEV. 21 A5 CONNECTION DETAIL 5/4" FLOOR 5HEATHIN5 WOOD FLOOR TRW U5P HTA20 EA. TRUSS W/ (10) 10d NAILS TYPICAL SEE PLAN T.O. WALL 2x4 P.T. SILL BLOCKING w/ 0.145'0 x3' LIS. P.A.F. O 12. O/C BEAM CONC. OR MA50MY ROOF SHEATHIN6 (5EE PLAN) + EDGE NAILING ALONG 5LK'6 x 6'-0' LONG 2xb BLOCKING a 61-0' 0/6 FASTENED TO TRUSS EA. END W/ (3) l6d TOE NAILS 2x6 BRACE e 6'-0" O/G W/ (10) Ibd NAILS, EA. END ° _ro. WALL � PLAN 2x6 P.T. BLOGKI% a 6-0. 0/0 FASTEN EACH END TO TRU55 W/ 5-I6d NAILS L15P HSAMIO CLIP W/ (4) 5/16262" LONG TAPGONSIfITENS �l TO BEAM 4 (4) VWXI-1/2" SCREWS TO BLOCKING GONG. TIE BEAM or MASONRY BOND BEAM (SEE PLAN) CAPACITY: 265 pIf LATERAL a 135 19 N I A5 CONNECTION DETAIL THE DE516N PROFE55IONAL A55UME5 NO LIABILITY FOR IMPROPER SLOPES, GRADES OR MEASUREMENTS. ALL FIGURES TO BE VERIFIED BY A LICENSED GENERAL CONTRACTOR IN THE FIELD BEFORE CONSTRUCTION. designed PAR drawn PAR chersked PAR155 date 4/3/14 scale 1/4"z1'-O"N.N.OJ job no. 15.051. RIZ Shawn M. Stambaugh, PE FL. LTC. 61850 — C.A. 26210 W U a 0 nW I� LL M••N•1 Zz Q D mow/ 0 d W W N JM"••-d I— O Z Ix U) project QEA Quantum Engineering Associates inc. Structural Engineering e Cost Segregation 300 AVENUE OF CHAMPIONS PALM BEACH GARDENS, FL 33418 561.202.6994 FAX 561.296.2494 NF7✓t5:' P.3SS OG 1a 125.G oni drawing FOUNDATION DETAILS MCSE PLAN5 CONFORM TO FBC - 2010 revisions no. date ROOF FRAMING PLAN SCALE : 1/4" = 1'-0' FLOOR & LOWER ROOF FRAMING PLAN 50,ALE : 1/4' = 1'-0" THE DE516N PROFE55IONAL A55UME5 NO LIABILITY FOR IMPROPER SLOPES, 6RADE5 OR MEASUREMENTS. ALL F16URE5 TO BE VERIFIED BY A LICENSED GENERAL CONTRACTOR IN THE FIELD BEFORE CONSTRUCTION. designed PAR drawn PAR checked PAR/ss date 413114 scale 114•=I-o•N.N.0J job no. 1-5 5/.RIZ Shawn M. Stambaugh, PE FL. LIC. 61850 - C.A. 26210 W U Q W O I� LL Zz W QZ) U)O � co W N �� Fit OJ Z (n project QEA Quantum Engineering Associates inc. Structural Engineering Cost Segregatmn 300 AVENUE OF CHAMPIONS PALM BEACH GARDENS, FL 33418 561.202.6994 FAX 561.296.2494 Klw,,L;geasseciates omm drawing 1 ST & 2ND FLOOR FRAMING PLANS P > sh e ��. ke"s tarp;� A-5.1 of THESE PLANS CONFORM TO FBG - 2010 BRACING DETAILS: r= COMPRESSION WEB 45° SLOPING OR VERTICAL revisions no. date ROOF BRACING PLAN SCALE: 1/4' = 1'-0' a: EDGE STRIP DEFINED A5 THE LE55ER OF 103b Z OF LEAST HORIZONTAL DIMENSION OF BUILDING OR 40% OF HEIGHT H BUT NOT LE55 7NAN 4% OF LEAST HORIZONTAL DIN"EN510NOFBUILDINOAND --r------r AT LEAST 317 I I 7-- a --- ---- `\1 I I ( s I i^ I a Vi NOTE: SEE DIAPHRAGM 5CHEDULE FOR ROOF r -'__ ZONE NAILING REW REMENT5. ROOF ZONE DIAGRAM BRACING LEGEND: PERMANENT 2x4 DIAGONAL BRACE RE x PLANE OF THE NEARESTWEBMEMBER INTERVALS AT APPROXIMATELY 45 DE FASTEN TO TOP d 51 CHORDS WITH AND To LATERAL BRAGS WITH 0) IOd INTERSECTION. (REF: 5051 1-03). HORIZONTAL BRID61146 WITH A MINIM AT 6-0' O/C. FASTEN TO EACH TRUCE AND ATTACH TO WALLS OR OTHER R14 END (REF: 5051 I-05). PROVIDE OVERLAP OF AT =A51 (5) TRUSSES IFLOOR ONLY). PERMANENT 2x4xcow. LATERAL BRACING IN THE PLANE OF THE 5TRI)CMAL BOTTOM CHORD OF THE TRUSSES AT 6'-0" 0/0. FASTEN WITH 2-I0d NAILS IN EACH TRUSS. PROVIDE OVERLAP OF AT LEAST (2) TRUSSES (ROOF ONLY). ZONES 6 2 (SOEE DIAPHRAGM SCHEDULE) 0 ZONE 3 (SEE DIAPHR46N156CFEDULE) TRUSS CONNECTOR SCHEDULE FASTENERS PER ALLOWABLE UPLIFT PARALLEL LOAD (F2) PERPEW LOAD (FI) PRODUCT MARK p CONNECTOR TRUSS GONGff1E-BEAM SINGLE STRAP DOUBLE STRAP 51NSLE STRAP DOUBLE 5TRAP 51N6LE STRAP DOUBLE 5TRAP V 7*6-1 HTA 12 (D) lod x I-1/2' - I600 # 3200 # 660 # 1420 # 5q0 a 1160 FL 659 TC-2 HTA 20 (10) IOd x 1-112" - 1615 If 3230 # 6600 1320 # 590 # 1160 # FL 6541 FTC-3 RT16M (°i) IOd x 1-112" (4) 1/4" x 1-3/4" TAP. 1345 # 2740 # 460 # 460 # 630 # 1260 • FL 10734 FTG-4 i16AM/0 (4) 1/4'xl-1/2' WE (4)1/4" x 1-314' TAP. 1 915 # 1690 # 1 1075 # 2150 7400 1440 # FL 619 1) ALLOWABLE WADS ARE EASED ON U5P GATALOS SW Ed. 2) BLDR MAY USE LONOW STRAPS OF 5At•E TYPE 5PEGIFI®. 9/ 15d 6ALVMu "w ro Prcr.:r� Pi MAN.FAGTtRER. 4) TAPWNS SHOULD BE LOOATED AT THE FARTHEST POINT FROM THE TOP OF THE BEAM. 5) PROVIDE APPR04ED MOISTURE BARRIER PLATE OR BUILDING PAPER BEf M MASONRY WALL MV EAGH TRU55. FLOOR BRACING PLAN 56ALE : 1/4" = 1'-0" DIAPHRAGM SCHEDULE DIAPHRAGM NAILINS ZONE 1 ZONE 2 ZONE 3 LOCATION PANEL GRADE PANEL THICKNESS 5PAGINI6 FRAMINGr6/Od REMARKS EDGE INTER. EDSE INTER. Et'CE INTER. ROOF APA RATED 5EATHIM6 EXPO-gRE 1 SPAN RATING 40120 19/32" 24' O/C MAX IOd b" O/G IOd 6" O/G lod 6" O/G lodlod 6" O/G 4" O/C IOd 4' O/G BLOCKED A5 SHOWN ON PLAN FLOOR APA RATED SHEATHINl6SECOND 5TLRO-I-FLOOR, OR W. SPAN PATIN & 40/24 23/32" 24-010 MAX 6" O/C lod 6" O/G IOd 10" O/C GLUED AND BLOCKED AS SHOWN ON PLAN EXT. WALL APA RATED SHEATHING EX1051M 1, OR EQUAL I SPAN RATING 40120 19132 I6" C)/C MAX IOd 1 4" O/C IOd 4" O/G lod 6" O/C NAIL CORNER STUD5 AT 4" O/C MAX. TYPICAL BLOCK FREE EO&E5 ALL ROOF SHEATHING NAILS TO BE RING%WR', im CONTIN10U5 PERMANENT LATERAL BRACIN5 (GLBJ PERMANENT DIAGONAL BRACE NAILED TO OPP. SIDE OF NdO PREVENTS LATERAL MOVEMENT AND SHOULD BE REPEATED AT APPROX 20 FOOT INTERVALS P16URE -16: PERMANENT DIAGONAL BRACING IN THE PLANE OF THE WEB MEMBERS CROW FIGURE 37: PERMANENT BRACIN& IN THE PLANE OF THE WE85 FOR PITCHED TRUSSES HORIZONTAL BRIDGING WITH A MINIMUM 2x6 5TRON65ACK CONNECTION TO EACH TRL55 WITH 5-I0d NAILS AND ATTACHED TO WALLS OR OTHER RIGID POINT AT EACH END (REF: DC51 1-03). PROVIDE OVERLAP OF AT LEAST 0)TRUSSES (FLOOR5 ONLY). SEE PLAN F16VRE 38: PERMANENT BRACING IN THE PLANE OF THE WEH5 FOR PARALLEL CHORD TRUSSES i—LATERAL BRACE 45° R 45° PERMANENT WEB DIA60NAL CRO55 BRAGIN& HT-Ti'f ♦ • ♦ r F16URE 39: PERMANENT BRACINN5 IN THE PLANE OF TIE WEBS BRACING NOTES: L BRACING SHOWN DOES NOT INCLUDE TEMPORARY BRACING REQUIRED FOR THE ERECTION AND INSTALLATION OF TRV55E5 PRIOR TO THE INSTALLATION OF PERMANENT CROSS BRACINIC AND WEB LATERAL BRACING REWIREMENT5. TEMPORARY BRACING IS THE RESPONSIBILITY OF THE TRU55 INSTALLER AND SHOULD REMAIN IN PLACE AS LONG A5 NECESSARY FOR THE SAFE AND ACCEPTABLE INSTALLATION OF THE ROOF OR FLOOR (REF: BG51 1-03). 2. PERMANENT WEB LATERAL BRACINI515 TO BE IN57ALLEP A5 SHOW) ON THE INDIVIDUAL TR55 DRANIN65 (40 LATERAL BRACING 15 NOT SHOWN ON 'MI5 SHEET). PERMANENT no LATERAL BRAGI1,1915 TO BE RESTRAINED TO PREVENT LATERAL MOVEMENT BY SOLID ANCHORAGE TO END WALLS, OR BY PERMANENT DIACONAL BRACIN6 MOT SHOW IN THE PLANE OF THE WEB MEMBER AT INTERVALS NOT TO EXCEED 20 FEET ALONG CONTIM)IGV5 WEB BRAGS (REF: SC51 1-03). 3. PERMANENT DIA60NAL BRACING AS SHOWN ON THIS SHEET DOES NOT INCLUDE BRAGINI6 REQUIRED FOR CABLE END STUDS OR BOTTOM CHORD OF CABLE END AT WALL. REFER TO STANDARD &ABLE END DETAIL FOR BRACING REQUIREM ENT5. 4. ALL TOP CHORDS ARE ASSUMED TO BE SHEATHED, AND ALL BOTTOM CHORD5 BRACED BY A RIGID CEILING 5Y5TEMI. REFER TO INDIVIDUAL TRSS DRAWINGS FOR BRACING REQUIREMENTS OF NON -SHEATHED TOP CHORDS AND UN5U1°PORTED BOTTOM CHORDS. S. REFER TO TPI / WCTA BC51 1-031 COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION AND BRAGINC METAL PLATE CONNECTED WOOD 71455E50, APPENDIX C, FOR RECOMMENDED SEQUENCE OF INSTALLING BRACING COMPONENTS. 6. THE 5TRUCTRRAL ADEQUACY OF THE INDIVIDUAL TRUSS DESION5 TO WITHSTAND 6RA07Y AND WIND LOADIN65 A5 WELL AS &IRDER CONNECTIONS AND LOADS ARE THE RESPONSIBILITY OF THE TRU55 DE5IENER. ANGHORA6E OF THE TRUSSES AND 511 TO THE-WvPORTINIB STRUCTURE TO WTHSTANO WIND UPLIFT 15 THE RE5PONISIBILITY OF THE PRO-CCr EN&INf ER OR ARCHITECT. 7 THE BRACIN5 FOR THE ROOF SYSTEM 15 DESIONED FOR BOTH POSITIVE 0 NEGATIVE PRESSURE AND MEETS THE REQUIREMENTS OF 2010 PEG. THE DE516N PROFE5510NAL A55UME5 NO LIABILITY FOR IMPROPER 5LOPE5, 6RADE5 OR MEASUREMENTS. ALL FI(5URE5 TO BE VERIFIED BY A LICEN5ED GENERAL CONTRACTOR IN THE FIELD BEFORE CONSTRUCTION. designed PAR drawn PAR checked PAR66 date 413114 scale 114"=I'-O"(V.N.OJ Job no. 13-051. RIZ Shawn M. Stambaugh, PE FL. LIC. 61850 - C.A. 26210 W U Q W o Q � W Q� 0 IN N JU w -J Z (0 protect QEA Quantum Engineering Associates inc. Structural Engineering Cost Segregation 300 AVENUE OF CHAMPIONS PALM BEACH GARDENS, FL 33418 561.202.6994 FAX 561.296.2494 YrVK'Qea>aoCiat 2s.c�?n; "drawing 1 ST & 2ND FLOOR BRACING PLANS sheet A-6 of THESE PLANS CONFORM TO FW - 2010 revisions no. date Q� DUPLEX REGEPTIGAL $ fl AT 12" A.F.F. DUPLEX REGEPTIGAL e AT BASE 3 fc, DUPLEX REGEPTIGAL $ AT 6" ABV. COUNTER 4 O DUPLEX REGEPrcAL FLUSH IN FLOOR IR 2ND FLOOR ELECTRICAL PLAN SCALE; 1/4" = 1'-0" ELECTRICAL SYMBOLS 5WITGH TELEV15ION JACK ® SMOKE 51N&LE POLE 4 PREWIRED DETECTOR 5WI7GH 220 V. REGEPTIGAL 5WI7GH THREE WAY AT 12" A.F.F. DISCONNECT 5WITGH FOUR WAY 5WITGH RHI05TAT DUPLEX REGEPTIGAL D �7 5WITGH 6F1 &ROUN0 FAULT DIMMER DUPLEX RECEPTIGAL 5WITGH TOP REG. 5WITGHEO K KEYED Op PADDLE FAN OHVAC T 7HERM05TAT W/ OR NO/ L16HT INTERCOM AT 60" A.F.F. FLOURE5GEN7 LIGHT FIXNRE ® TELEPHONE OUTLET INGONDESGENTLI6HT AT 12" A.F.F. FIXTURE GL(5. MNTED. TELEPHONE OUTLET INCONDESCENTLIC-HT FLUSH IN FLOOR FIXTURE WALL. MNTED. Q� II WP DUPLEX REGEPTIGAL WATERPROOF ❑K 5ECUR17Y KEYPAD ® SPEAKER IN GL6. HI HAT GL6. MOUNTED ryfly� III DUPLEX RECEP71CAL UNDER COUNTER JUNCTION BOX SECURITY L16HT5 Vp HI HAT VAPOR PROOF ❑J FP.C_ METER g B DISC. BREAKER PANEL EXHAUST FAN p L EXHAUST FAN (p� LV DOOR Y RELEASE y VOLUME CONTROL PROVIDED ELECTRIC SMOKE DETECTORS WITH BATTERY BACK - UP IN ALL SLEEPING AREAS AND STAIR LANDING WIRED SO THAT THE ACTIVATION OF ANY DETECTOR WILL ACTIVATE ALL. A CARBON MONOXIDE ALARM SHALL BE INSTALLED IN ACCORDANCE WITH F.A.C. RULE 9B-3.0472 WITHIN TEN FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. I-5/B' 6DX 10' a SUPPLEMENTAL 6ROUNP ROD AND TO ONE REINFORGEING BAR IN THE FOUNDATION 20'-0" LONG MIN. ELECTRICAL RISER DIAGRAM 200 -AMP PANEL'A' 100% GALL. aRKR WIRE SIZE DESCRIPTION # # DESCRIPTION 51 WI R GALG. 100% IOp00 .......... A 042) ......... R #6 .... AHU 01 ........... . 1 5 2 . 4 CU#1 ........... #6 .... R ......... O-(2) A .......... A - .......... 5,000 -(2) ......... R #10 .... DRYER ........... 5 7 6 . 6 RANGE ........... #6 .... R ......... 0-(2) 12 .......... - - .................... - 2,-100 20-2 R #12 .... D15HWASHER. .... .. DISP05AL 9 II 10 DOCK BOX *12 R 0-(1) 1,500 - IZ WASHER #12 R 0-0) 1$00 - - 1,500 20-0), R 012 REFRI6. 15 141 MICROWAVE #12 R 0-0) 1,500 - - 1,500 20-(1) R 012 APPLIANCE 1516 WP 6F1 012 R 0-(I) 1,500 - - 1,500 20-(1) R #12 APPLIANCE li I6 HP 6FI #12 R 0-0) 1,500 - B 565 15-0U R #14 DININSRM Iq 2C KITCHEN LTG. #14 R 15-0) 565 B B 565 15-0) R #14 DINING RM 2122 SMOKE DET. 012 R 0-00 400 - S 565 15-0) R $14 LIVING RM 24 M BATH #14 R 15-60 565 B S 563 15-0) R 014 L[VN5 RM 2526 BEDROOM #14 R 15-0) 1 563 1 S B 565 1541) R #14 HALL LITES BEDROOM #14 R 15-0) 565 B - 1500 20-0) R *12 W. / ALARM 2'15 BEDROOM #14 R 15-(I) 565 S B 565 15-0U R #14 M BEDRNI 5154 M D005. #14 R 15-0U 565 S S 565 15-0U R 014 M BEDRM 55 BEDROOM #14 R 15-(I) 565 B . -, .. 6,500 40-( ......... R #6 .... YIATER HEATER ......... 573 DOCK LIOWIN5 #12 R 41) 400 - SPACE - - - - - - SPACE 59 SPACE - - - - - - SPACE 41 44 SPACE - 10,000122.01 1 1 A.I.G. RATING IOp00 22,961 - TOTAL ALL PANELS 45,562 Ist 10,000 at 100% 10,000 REMAINDER AT 40% I4544B A/C LOAD AT 65% 6,500 TOTAL = 30,844.5 / 240 = 126.52 AMPS 1ST FLOOR ELECTRICAL PLAN SCALE : 1/4" = 1'-0" NOTE:-------- ] NOTE TO GENERAL CONTRACTOR: I ALL BEDROOMS MUST HAVE ARC FAULT ALL ELEGTRIGAL TO BE FIELD VERIFIED BEFORE INSTALLATION INTERRUPTION L---------- ELECTRICAL NOTES: A. MEAT STRIP LOAD 6OVERN5 OVER GONDENSOR UNIT LOAD. B. GENERAL L16HTIN6 CALCULATED a 1,767 (SOFT) x 3 (HW75/50.FT) = 5,361/ 14 (6EN17-6.GIR) = W2.4 (WATTS/EA) G. CONDUIT SIZE OR 363.0 XATT5 D. SEE &B-PANEL GALGILATIONS. A BRANCH CIRCUITS RUN IN ROMEX. 1715CONNEGT CALCULATIONS. PANEL 'A' TOTAL (NO A/G) = 52,616 lab. 10,000 0 10036 = Io,000 LOADAIC o0 655S = 65004 TOTAL A' NOTE: GENERAL CONTRACTOR TO COORDINATE FINAL HVAG LAYOUT WITH TRUSS I LCOMPANY BEFORE TRU55M ARE BUILT. A.I.C. CALCULATIONS (2 x 40 x 26,Ig4)/(5000 x 240) = 1.75 I/1+1.75=.96 .36 x 26,194 = 9525.04 A.I.G. OF SERVICE = 9525.09 A.I.G. RATING OF PANEL = 10,000 THE DESIGN PROFE55IONAL A55UME5 NO LIABILITY FOR IMPROPER 5LOPE5, 67RADE5 OR MEASUREMENT5. ALL FIGURES TO BE VERIFIED BY A LICENSED GENERAL CONTRACTOR IN THE FIELD BEFORE CON5TRUCTION. designed PAR drawn PAR checked PAR/SS date 4/3/14 scale 1/4"=r-O°N.N.OJ Job no. 13-051. RIZ w U Q W o Q LL } Cl z W QZ) � 0 N NJ� {x OJ Z (A project EAQuantum EnginAssociates inc. Structural Engineering 0 Cost Segregation 300 AVENUE OF CHAMPIONS PALM BEACH GARDENS, FL 33418 561.202.6994 FAX 561.296.2494 t^rye�t. eassc?ciat es.c Orr, drawing 1ST & 2ND FLOOR ELECTRICAL PLAID she A-7 THESE PLANS CONFORM TO FBO - 2010 revisions no. date 2ND FLOOR MECHANICAL PLAN SCALE: 1/4" = I'i 1ST FLOOR MECHANICAL PLAN SCALE: 1/4" = I'i 1:1 s 14) QPk-J, y �'k THE DE51GN PROFE5510NAL A55UME5 NO LIABILITY FOR IMPROPER SLOPES, GRADES OR MEASUREMENTS. ALL FIGURES TO BE VERIFIED BY A LCENSED GENERAL CONTRACTOR IN THE FIELD BEFORE CONSTRUCTION. designed drown checked date scale job no. PAR PAR PAR/55 4/1/14 1,5-051 . RIZ Shawn M. Stambaugh, PE FL. LIC. 61850 — C.A. 26210 W U Q o w 0 ILL v� z z W ¢� �0 �ww M N M--nl J P4 -J Z co project QEA Quantum Engineering Associates inc. Structural Engineering e Cost Segregation 300 AVENUE OF CHAMPIONS PALM BEACH GARDENS, FL 33418 561.202.6994 FAX 561.296.2494 •�:ycw- � eass�c is as.con:. drawing MECHANICAL PLAN sheet IIV5 of THESE PLANS CONFORM TO FEY, - 2010 revisions no. date REV 1 1/22/14 OHNER ADDIT. OF FRNT RM Q GB I GB-4 q� 4: p1}OVID \ M{ olql JOI 11 BM cI•I c8-I 6.C. TO NEI D VERIFY ALL SLAB AND M HTS. I v 1128 WIDE EXPANSION EN ALL SLAB ED6E5, F.F.E. =(5EE EV. NAVD) _ -1 n / TOP OF 5 OWMNS < MASONRY / ry kL L5. TYP. THIS AREA O u ` G I / G8.5 ABV, j DD DID �. ..............: c�. \.\._ / / s / FRANGIBLE / ^ g E �'. L' N/TEXT BEIII I I P=� AA I I I F —1 _ 88 \ TEXT I TEXT ce DD TEXT ES - -+ C �I GONG SLAB 0 TOP 0 4-6 1/20 NAVD. -� D Y I TEXT BB / NO 5LAB TOP 0 I TEXT a i ry m 4'-4 1/2" N.AVD. TEXT BB I TEXT AA I \\\ TEXT BB .I 1 TEXT AA-------= 68 2 68-2 ,::..._._........ ........ .... ... ._ .................. ............... T CONG SLAB W#5 DIA :71TAR 0 12'O.C. MAIN BOTTOM BARS4DIA 0 ,12'6Lr,. TRAN5VERSE BA COLUMN SCHEDULE MARK SIZE TYPE DESCRIPTION G-1 bx6 BLOCK GONG. BLK. W1 FULLY GROUTED CELL WI-#5 VERT. EA CELL 0 6'-O" 0/G MAX. OR AS LOCATED ON PLANS G 2 6x16 BLOCK CONC. BLOCK W2 FULLY GROUTED CELLd Wh115 VAT EA CELL G 3 450 IRRESUL.AR BLOCK RINKER T440 OR EQUAL FULLY GROUTED WI-15 VERT. EA. CELL, IRREGULAR RINKER T944 OR EQUAL C-4 BLOCK FULLY GROUTED W2455 VERT. RINKER T324 OR EQUAL CONG."O° ILK. FULLY 6R0(1TEO W2-05 VERT. G-5 6x12 BLOCK 64 3 11260-1/24xl/4" TUBE STEEL PROVIDE STEEL GAP PLATE AND SADDLE AS NOTED ON DETAILS BASE PLATE 6 " x 6" x 5/6" W (4) 5/6" DIA. ALA. W6' MIN. EMWD• C-1 bx6 BLOCK GONG. BLOCK W1 FULLY GROUTED CELL W-* VERT EA CELL 6x12 C-b cow. 445 VERT. W#3 TIES 0 6" O/C 6x16 G-4 GONG. 446 VERT. X43 TIES 0 6" O/C 4W6 C-lo cell. 446 VERT. W #3 TIES 0 6" O/C 6x12xI6 C-11 IRRE6. GONG. 6-#5 VBRT. W#3 TIES O 6" O/C bxl6xl2 C-12 IRRE6. GONG. 6-#5 VERT. PM TIE5 0 6" O/C 447 CORNER BARS, $ (4) #5 INIERMEDLATE BARS G-13 6xlbxl6 GONG. PILE l BEAM & FRANGIBLE WALL PLAN SCALE: 1/4" = 1'-0' TYPICAL: 4" PRAN515LE OONG SLAB 6 6RADE V11 FIBERME51-1. PROVIDE 5"UT JOINT5 TO 2/5 OF SLAB THICKNESS 0 LOCATIONS SHOVN ON PLAN. OVER APPROVED VAPOR BARRIER AND W-LL GOMPAGTED (TO 45 %) GLEAN AND TERMITE TREATED SAND FILL. REIMFORGEMENT LEGEND TEXT AA: #4 DIA X 46" LONG TOP HOOK BARS 0 16" O.G. 0 PERIMETER (TYP) TEXT BB: (2) #4 FULL LENGTH TOP (TYP) TEXT CC #5 X q'-O° LONG TOP BARS 0 12" D.G. TEXT W: #5 X 9'-O" LONG TOP BARS 0 12" D.G. TEXT EE: #5 X V-O" LONG TOP Z-BARS 0 12" O.G. ry 1 PILE AT OR BELOW GRADE LEVEL PILE THAT EXTENDS UP To FLOOD HT LEVEL 6" GMU WALL W/005 DIA REBAR PER PLAN TOP OF SLAB (0'-0") _ _.. .......... RAISED GRADE I 1 L. - PER 50HEDULE 1 } O-O" N.A.V.0. 6" GNU FRAN6I15 PARTITION PER PLAN POURED GONG PILE FILE PLAN POURED GONG FRAN6I8LE WALL FOOTING PER PILE, PLAN \� 12" ,0 w •`V F -r-'I G13 N COLUMN DETAIL COLUMN DETAIL AUSERGA5T PILE PER PILE PLAN TYPICAL WALL / FOOTING V• ° � 'v / G12 12" COLUMN DETAIL T.0.H8. INTERIOR FIN15HES - 5EE TYP ' I YJALL SECTIONS GqX� I 5TRUCTURAL SLAB 4 GRADE I �1 o designed PAR: drawn PAR checked PAR/55 date 4/3/14, 1114114 scale 1/4" = 1'-O" (U.NO) job no. 13-051. RIZ RL4 F7 --------- :1 COPY / I plivi Wpan ID II' If ®A AU6ERCAST PILE - 14" DIA. x 55' LONG TYP. W/ (6) Its x FULL DEPTH BEAM SCHEDULE REINFORGIN6 #3 HOOP5 TOP MID FaW MARK SIZE OR STIRRUPS REMARKS / DETAIL #3 DIA STIRRUPS 6 CB -I Ib"x16" 345 - 3#5 6' O.G. DETAIL A #3 DIA S1IRRIIP5 0 GB-2 16"xlb" 3#5 - 3#5 6" D.G. DETAIL 6 #3 DIA STIRRUPS 6 CB-3 Id "xlb" 3#5 - 5#5 610.6. DETAIL DD #3 DIA STIRRUP5 O CB-4 id"xl2" 3#5 3#5 4° O.G. DETAIL E #3 DIA 5T1RRIk'S 0 GB-5 168xl6" 305 - 3#6 6' O.G. DETAIL 6 DETAIL 6 GB b 16504,1 I6"xlb" - 346 #3 DIA 5T RRUP5 0 6" DO' STEPPED BEM-PROVTO O IVE TRANSITION $3 DIA STIRRUPS 0 66-1 I6"xle 3#5 - 3#5 61 O.G. DETAIL 0- #5 DIA 5TIRRUP5 0 60-2 16KXW 3#5 - 3#5 6° O.G. #3 DIA STIRRUPS 0 DETAIL G 6B 3 ib"' 3#5 - 343 6" O.G. DETAIL F #3 DIA 5TIRRWS 0 60-3 Ib",'t6" 3#5 1 3#5 1 61 O.G. DETAIL D COUNTY DIVISION WiD KIP'1' ON JON OR MON WILL 11 MADE Shawn M. Stambaugh, PE FL. LIC. 61850 - CA. 26210 M Q �T; 0 W O `� A H Z Z ^W � O w U)U 'ct ") LLI N N�� NM--1 0 W F- W -J Z cn project QLA QUANTUM ENGINEERNJG ASSOCIATES WC. Structural Engineering Cost Segregation SLAB & CELL PLACEMT PLAN 300 AVENUE OF CHAMPIONS SCALE ; 1/4' = P-O' PALM BEACH GARDENS, FL 3341E 561.202.6994 FAX 561296.2494 W W W.QEASSOCEATES.COM drawing i r1 FOUNDATION w PLAN sheet A-1.0 O� rHESE PLANS CONFORM TO FBC - 2010 THE DE516N PROFE55IONAL A55UME5 NO LIABILITY FOR IMPROPER SLOPES, GRADE5 OR MEASUREMENTS. ALL FIGURES TO BE VERIFIED BY A LICENSED GENERAL CONTRACTOR IN THE FIELD BEFORE CONSTRUCTION.