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loan, 1111111111101100 1' N TE5 PLAN T - (CONT'D) L C,T I CAL NOT 5 GENERAL I°tOT S FOUNDATION I `COT E? � 6, 5TRUGTURAL WOOD AND TIMBER INC-7 SHALL CONFORM TO THE "TIMBER �" C I. CONTRACTOR SHALL VERIFY WITH F.P.L. THE ROGATION OF SERVICE AND SHALL I TYPE OF CONSTRUCTION: Gl A55 V, UNPROTECTED, P R3 OCCUPANCY PER I. CONCRETE' UNITS TO BE A5TM G qO-Obb. ?5TM E5 NI ok NIT. PROVIDE CAST L A PERMANENT" 516N WHICH IDENTIFIES THE TERMITE TREAn-ENT VIDER AND NEED CONSTRUCTION MANUAL AS PUBLISHED BY THE AMERIGAN INSTITUTE`. OF TIMBER I. FL- SLAB TO BE 4" THICK POURED CONCRETE SLAB WITH 6" X 6'" X WIAXWIA LINTEL5 A5 NECESSARY. (f'm = 1500 P51) FOR REIN5PECTION AND TREATMENT CONTRACT REENE SHALL BE PROVIDED. THE 516N CONSTRUCTION. LOCATE METER 4 PAINLLS A5 REQUIRED. FLORIDA BUILDING CODE. W.W.M. ON 6 MIL V15QUEEN (OR EQUAL) ON GLEAN WELL COMPACTED FILL PRE TREATED SHALL BE POSTED NEAR THE HATER HEATER OR ELECTRICAL PANEL. FOR TERMITES. WWM SHALL BE LOCATED IN THE MIDDLE TO HALF OF THE SLAB 2, MORTAR TYPE M PER A5TM G 270-07. q. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. 2. ALL WIRE SHALL BETHHN COPPER. UNLESS NOTED OTHERWISE. 2. CONSTRUCTION SHALL FOLLOW THE FLORIDA BUILDiN6 CODE A5 ADAPTED BY THE 3'-0" O/C EACH WAY WITH A YED MATERIALS. 2. BOLLARD VIDE 5" 5TEEL P05T OR LARD OR TIRE ER IN FRONT OF ALL EQUIPMENT PROVIDE AN APPROVED M015TURE: VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER DEPTH AND MUST BE SUPPORTEDCOUNTY AND ALL APPLICABLE AMENDMENTS. 3. CONCRETE FILL (HVAC, EHW, YER) LOCATED IN THE GAF AT FLOOR LEVEL PER F.B.G. CEMENTITOU5 MATERIALS AND THE: WOOD AS PER CODE. 3. INHERE REQUIRED BY OTHER CODE51. 5MVICE AND FEEDER CONDUCTORS SHALL BE ALL TRADES. 2. ALL REINFORCING STEEL TO BE 6RADE 60. MECHANICAL CODE. COPPER OF EQUAL AAPACITY. 3. BUILDER SHALL COORDINATE ALL THE WORK OF A. CELLS LINTELS AND BOND BEAMS WHERE SPECIFIED SHALL E FILLED W/ 3000 PSI B BUILDER :EDP IN RESPONSIBLE O FOR PROVIDING ADEQUATE BRACING AND RE`.VIEW DRAWINGS IN THEIR ENTIRETY BEFORE STARTING WORK. THE 3. COLUMN AND WALL GENIERLlNES SHALL COINCIDE WITH FOOTING CENTERRINE5 UNLESS PEA �p,�y CONCRETE. 3. PROVIDE dre:y F.T. FIRESTOP HORIZONTAL � GEIL,1Nta fi WALL INTERSECTIONS OR 6°-O" BRID&ING USED DURING ERECTION OF TRUSSES AND STRUG Sl_ABS TO PREVENT 4. ALL BRANCH CIRCUITS IN RAGEWA°' OR NON METALLIC SHEATHED GABLE. 4. BUILDER SHALL HERWISE (VOTED. 0/C VERT. MAX. AND ALL OTHER LOCATIONS PER F.B.C. 5EC710N 705. COLLAPSE OR DAMAGE. BOT BUILDER SHALL ACCEPT FULL RE5PON5ABILITY FOR ANY ERRORS OR OMISSIONS NOT B. THE MIX DESI&N SHALL BE APPROVED BY THE ENGINEER. 5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO REPORTED IMMEDIATELY IN HRITIN6 TO THE ARCHITECT. BACKCHAR6ET WILL NOT BE 4. FOOTING DE516N BASED ON A55UMW 501L BEARING CAPACITY OF 2500 P.5.F., 4. ALL GL.AZiNv WITHIN 24"(46" IN HVHZ) AND PARALLEL TO A DOOR SHALL BE II. HEADERS FOR FRAMED OPENINGS GREATER THAN 6°-0'" MUST BE EN61NiEERED AND GON57RUGTION. ACCEPTED. DO NOT SCALE DRAWINGS. CONTRACTOR TO SUBMIT 501L BEARING TEST RESULTS OR 501L BEARING CAPACITY C. ALL CONCRETE SHALL BE OFSHALLFLUID C AS FCONSISTENCY A5 PATH A LC�sP OF q"-II°' MAX., i�HICH TEMPERED. AL_L WINOOW5 OR CLASS ENCLOSURES AT OR WITHIN 36" OF TUBS AND STAMPED BY "THE MANUFACT NNLE-55 NOTED OTHERWISE) COPIES OF SHOP DRAWINGS A5 REQUIRED BELOW. REPORT BY A FLORIDA RE61A ENGINEER. MEANS THAT THE CON51 -OR POURING WITHOUT 5Ho WITH SILLS LE55 THAN bO" ABOVE FLOOR SHALL BE TEMPERED. ALL CLASS IN 6. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER 5. SUBMIT MINIMUM THREE (3) 5E&RE&ATION OF THE CONSTITUENT PARTS. 51DELI&HT5, 5LIDING CLASS DOOR5 AND FRENCH ;DOORS SHALL BE TEMPERED. 12. ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (3) 2XI2'5 UNLESS SPECIFICATIONS. 5. ALL 517E PREPARATIONS 4 DRAINAGE RECOMMENDATIONS MADE IN THE 51TE OTHERWISE NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL. WALL 7. PROVIDE DISCONNECT SwITGH OF 51ZE A5 REQUIRED BY LOAD AND UNITS. b THESE PLANS, A5 DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE SPECIFIC 6LEOTECHNGAL REPORT MUST BE STRICTLY ADHERED TO. D. THE USE OF ADMIXTURES SHALL NOT BE PERMITTED HiTHOUtl'HRITTEN CONSENT OF THE 5. EGRE55 WiNi tJWS SHALL BE OPERABLE FROM THE IN51DE HIT'HOUT THE USE OF TOOLS. THICKNESS). ENERGY REQUIREMENTS OF THE F.B.C. CHAPTER 13 ENER6Y EFFICIENCY. CONTRACTOR ENGINEER E&RE55 WINDOWS SHALL HAVE A MINIMAL: NET OPENING OF 24"° HIGH, 20" WIDE, AND MIN. SHALL FAMILIARIZE HIMSELF WITH THE GEVERNIN& CODE IN ITS ENTIRETY AND BUILD 6. FILL PLACED WITHIN 5 -O OF THE CONSTRUCTION PERIMETER SHALL GON515T OF NET AREA OF 5.'1 5.F. FOR 2nd FLOOR WINDOWS AND 5.0 S.F. FOR Ist FLOOR WINDOWS. 15. DIMENSIONAL. LUMBER 5HALL BE SOUTHERN PINE. NO. 2 OR BETTER AND SHALL 6. VIDE NO1BLE FROM GENERAL DUTY SAFETY SWITCHES AT A/G EQUIP. AND AT IN ACCORDANCE WITH ALL PROVISIONS OF THI5 CODE WHICH MAY NOT BE GLEAN HIEL. GRADED SAND IN 12" LIF75(MAX) AND VIBRATORY COMPACTED TO 4. REINFORCING; THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR, LATCH PROVIDE ALLO LE 5TRE--55 VALUES OF 1200 PSI IN 5ENDIN6 FOR A 51N6LE MEMBER RECOMMENDATIONS. NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND A5 PER MANUFACTURER. SPECIFICALLY ADDRE55ED ON THE PLANS AND NOTES. ACHIEVE A MINIMUM OF 015% 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 USE5. qO P51 IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELA5TICITY OF 1600 RECOMMENDATIONS. 7. BUILDER 15 RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL OR VERTICAL: SHALL BE No LEES THAN 3b" A.F.F. OR PROVIDE AN APPROVED 5AFEOUARD. K51 OR BETTER, AS DETERMINED BY AN APPROVED LUMBER 6RADINC7 A6ENCY. q. PROVIDE 6FCI PROTECTION FOR ALL BATHROOM, GARA&E, EXTERIOR, KITCHEN, 7. AFTER STANDARD CLEANING AND 6RUB5IN6 HAS BEEN COMPLETED AND APPROVED, NON-STRUCTURAL MEMBERS DURING CONSTRUCTION. APPLY VIBRATORY GOMPAGTOR WITH A MINIMUM OF FOUR PASSES TO THE EXISTIN& A. A5TMA615-03. PER REINFORCING SECTION ( E So). 6. ALL i�Ai'Hf�ZC�OM FLOORS SHALL BE OF APPROVED IMPERVIOUS MATERIALS. 14. NON-BCARIN7 INTERIOR PARTITIONS MAY BE CONSTRUCTED OF ;25 GAUGE GEE LAUNDRY AND NET BAR OUTLETS PER NEC 210 r . 6. CABINET SUPPLIER TO PROVIDE SHOP DRAWINGS TO THE BUILDER. ��' CHANNEL STUDS AT 24" O/G WITH MATCHING TRACKS TOP AND BOTTOM, WITH I/2" i. IN AREA , OTHER THAN HVHZ FIXED &LASS THIGKNE55 SHALL BE DETERMINED U51N6 SE ELECTRICAL Y FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND A5 B. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VEi� i is;;`�At- GORE, IT SHALL NOT GYPSUM DRY EACH SIDE. ATTACH DRYWALL WITH I LONG BU�`7LE HEAD DRYWALL SELECTED BY OWNER. 8. 5LA55 SHALL NOT BE LOADED UNTIL 12 HOURS HAS ELAPSED. BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL. AU&NMENT, EVEN THOUGH IT 15 TABLE 2405.3 d .5A OF F.B.G. A5 THE MINIMUM T14ICKNE55 ALLOWED. 5CREW5 AT 12"' 0/6 MAX. q. WINDOW AND DOOR SUPPLIER TO PROVIDE SHOP DRAWING TO BUILDER. IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCING. q, SPLICES SHALL BE 46 BAR DIAMETERS AND CONTINUOUS AROUND ALL CORNERS AND 6. IN HVHZ APE,; ,5 PROVIDE HURRICANE SHUTTERS AS PER f .B.G. SECTION 24-13 UNLESS 15, METAL LATH OVER SHEATHING SHALL BE 3/6" V-GROVE OR DIMPLED. CEILINGS AND II. PROVIDE PRE -WIRED TELEPHONE CUTLETS A5 °'>HOWN ON PLAN. 10. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW CHANOE5 IN DIRECTION. CORNER BARS SHALL BE 46 BAR DIAMETERS EACH. WAY. UNITS SHALL DISPLAY LABELS SHOWING GOMPLIANGE WITH THE F.B.C. ENE`f2GY G. VERTICAL REINFORCING 51EEL SHALL HAVE A MINIMUM GLkEt1�t'<'AEaGE OF ONE-HALF INCH T'}jE EXTERIOR I"LA1.1 COMPONENTS OF THE ENCLOSED BUILDING HAS SPECIFIC PRODUCT SOFFITS SHALL BE HIGH RIB TYPE. FASTEN TO SUBSTAIE AT 4" O/C; A5 FOL O 12. PROVIDE PRE- WIRED T.Y. OUTLET':) FOR, GABLE A5 SHOWN ON PLANS. FROM THE MASONRY. APPROVAL TO PRESERVE THE ENCLOSED BUILDING ENVELOPE A5AIN5T IMPACT LOAD5 CONCRETE: 5/4" LON6 STUB NAILS W/ 3/&" HEAD. HORIZONTAL AND VERTICAL WOOD CONSERVATION GORE. 10. ALL M014OLITHIC FOOTIN65 HAVE BEEN CHECKED FOR THE USE OF TRANSFER AS SET FORTH IN GHAPTER lb. FRAMING MEMBERS W/ NAILS OR 5TAPLE5 TO PROVIDE AT LEAST 1-1/4" PENETRATION 13. DEDICATED CIRCUITS SHALL HAVE: NO MORE THEN 6 DUPLEX REGEPTAGLE5. II. ALL CONSTRUCTION IN BROWARD AND DARE COUNTIES SHALL COMPLY WITH THE REINFORCEMENT AT THE PERIMETER. RATIONAL ANALY515 SHALL BE SUBMITTED, BUT V. VERTICAL REINFoRCIN6 SHALT. BE A5 LOCATED ON THE PLAN AND AS INDICATED IN INTO HORIZONTAL WOOD FRAMING MEMBERS, AND 5/4" PENETRATION INTO VERTICAL HIGH VELOCITY HURRICANE ZONE (HVHZ) SECTIONS OF THE F.B.C. ONLY IF REQUESTED BY THE BUILDING OFFICIAL. THE COLUMN SCHEDULE, q. PICKETS AT` �TAiRS, LANDINGS E BALCONIES SHALL BE SPACED TO PREVENT Wppp FRAMING MEMBERS. ON VERTICAL W000 FRAMING MEMBERS, COMMON NAILS PASSAGE OF A 4" DIAMETER SPHERE. SHALL BE BENT OVER To EN&A&E AT LEAST THREE 5TRAND5 OF LATH, OR BE BENT 14. ALL CLOSET LI&HTIN6 SHALL GOMIPLY WITH( NEC SEC. 410 6. I1. CONCRETE FOR FOUNDATIONS AND FOOTIN&5 SHALL BE 2500 P51 MIN. E. VERTICAL REINFORGIN& EACH SIDE OF ANY OPENIN&, IF RECOIREG, SHALL BE OVER A RIB WHEN RIB LATH 15 IN5TA-LED. 5HEATHIN6: 14 6AU&E 5TAPLE5 I' LE611/I6" 15 THE BRANCH CIRCUITS GONTAININ& SMOKE PETEGTOR5 SHALL HAVE ARC -FAULT MAXIMUM WATER/GEME:NT RATIO MUST NOT EXCEED Ob5. CONTINUOUS TO THE TIE BEAM. PRECAST LINTEL5 SHALL HAVE OPENINGS To ALLOW 10. PROVID€'. A MINIMUM OF 4" CLEAR ALL AROUND AIR HANDLER UNITS. GROWN METAL MTL. FRAMING: SELF TAPING SCREW5 #12 x 1/2" WA5HER HEAD 5TAPLE5 REINFORCING BARS To CONTINUE UNINTERRUPTED. SHALL NOT BE USED FOR SOFFITS OR CEILIN65 ARC-FAPROTECTION PER NEC SEC. 21 F SMOKE AND HAVE S SHALL TA CONNECTED TO SITE FLAN NOTES U NOTES I1. IN ZERO LOT LINE HOMES: DRYER VENTS, EXHAUST FANS s KITCHEN H0005 SHALL NOT DETECTORS CIRCUITS AHEAD M SWITCH AND HAVE SELF CONTAINED BATTER BALK. 5EA�� CI �EDL DETECTORS SFiAII BE TANDEM WIRED WALL DETECTORS SOUND SIMULTANEOUSLY. j-t HORIZONTAL: VENT THROUGH THE 51DE WALL AND MUST MAINTAIN A 10'-0" SETBACK. lb. WHERE CEMENT PLASTER 15 APPLIED TO LATH OVER FRAME CONSTRUCTION, BONDING I. THE ARCHITECTURAL 51TE PLAN, IF PROVIDED IN THESE DOGUMENT5 15 FOR 6ENERAL OF THE PLASTER To THE WATER BARRIER SHALL BE PREVENTED BY PROVIDING A DBL. ib. PREWIRE FOR &ARA&E DOOR OPENER SENSOR. LOCATION OF THE HOUSE, POOL, DRIVEWAYS AND 51TE FEATURES ONLY. THE G.C. OR 1 SCHEDULED HOOPS AND STIRRUPS SHALL BE PLACED AT EACH END (E.E) OF BEAM OR A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS 5CHLULILED IN THE BEAM LAYER OF WATER BARRIER OR BY IN5TALLIN6 A HOUSE WRAP BENEATH THE WATER OWNER SHALL PROVIDE A PRELIMINARY LOT FIT PERFORMED BY A LIGENGED THROU&HOUT (T.0) BEAM AS INDICATED ON BEAM SCHEDULE. STIRRUP5 SHALL BE TYPE SCHEDULE. BARRIER. 17. PROVIDE ARC -FAULT CIRCUIT INTERRUPTOR PROTECTION IN DWELLING UNIT LIVING, SURVEYOR AT 50 PECENT COMPLETION OF PROJECT. THE SURVEYOR 15 RE5PONSIBLE 5--6 AND H )OP5 SHALL BE TYPE T-2 TYPICAL OR51 BAR BENDS UNLE-55 OTHERA15E AMINO NO DINING, FAMILY ROOMS, DENS/ LIBRARIES, BEDOOOM5, 5UNROOM5, CLOSETS, HALL MAYS FOR VERIFYING BUILDING LOT FIT, LOT COVERAGE, F_ASEMENT LOCATIONS, SET BACKS, B. HORIZONTAL JOINT REINFORCEMENT SHALL CONSIS°T OF AT Lr A5"1 q GAGE LADDER -� ___ I O 1�1. PNEUMATIC FASTENERS SYSTEM TO BE HILT( -COIL NAIL PROGRAM. TYPE TO BE CRF OR SIM. ROOMS PER NEC 210-12 (B). AND ALL 51TE DIMENSIONS PRIOR TO PERMIT AND CONSTRUCTION. IF ANY CONFLICTS TYPE REINFORCEMENT SPACED N07 MORE THEN Ib" O/C VERT. REINFORCEMENT SHAALL® 1126 I-I/2'° LONG AND .12E°' DIAMETER U.N.O. OCCUR BETWEEN THE ARCHITECTURAL 51TE PLAN AND SURVEYORS LAYOUT THE GENERAL 2. ALL BEAM (MARK "B") TOP BARS SHALL BE CONTINUOUS UNLE55 O T HERWI5E NOTED ALSO BE PROVIDED AT THE BOTTOM AND TOP OF ALL OPENIN65 AND EXTEND NOT LE55 TRACTOR AND ARCHITECT SHALL BE NOTIFIED IN WRITING PRIOR TO PERMITTINGTHEN 24" BEYOND THE OPENING. PROVIDE 6" MIN EMBEDMENT INTO CONCRETE COLUMNS I. THE iT°eUaS AND FLOOR SYSTEM LAYOUT SHOWN ON THI5 SHEET 15 SCHEMATIC IN 16. SMOKE DETECTORS REQUIRED ON ALL HVAC UNITS WITH 2O01 GFM OR MORE. CON NATURE. HOWEVER, THE 5UPPoRTIN6 5UPER5TRUCTURE HAS BEEN DE516NED UNDER THE 16. MEN WOOD POSTS ARE NOT IN A FIRERATHALL, WILL PROVIDE ONE HOUR RATING AND C.ON5TIZUGTION. NO WORK SHALL BE PERFORMED UNTIL THE 6ENERAL CONTRACTOR 3. ALL TIE SEAMS (MARK "iB") REINFORCING SHALL BE CONTINUOUS THROU&H TIE- AND BEAMS AND FULL DEPTH LAPS AT ALL MA50NRY "L" AND "T" INTERSECTIONS. WRAP POST ON ALL SIDES FROM BASE OF P05T TO UNDER51DE OF BEARING WITH (1) RESOLVES THESE CONFLICTS. ASSUMPTION THAT THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRU55 T GEILIN6 AREA LID V. SMOKE DEIEGTOR'� SHALL NOT BE CLOSER THAN 3 FT. FROM BEAMS ONLY, ALL SPLICES TO BE A MINIMUM OF 46 BAR DIAMETERS. AND FLOOR SYSTEM DE516NER5 LAYOUT. LAYER OF 5/6 TYPE X GYPSUM WALL BOARD.THE DOOR TO BATHROOMS, WA5HEWDRYERS, A/(: SUPPLY AND RETURNS b KITCHENS. G 5. GENERAL: FOR THE POST. SMOKE: DETECTORS MAY BE WITHIN 20 FT. OF A GOOKIN& APPLIANCE IF THEY ARE OF NOTES 4. BUNDLE ALL 5TRUGTURAL BEAM TOP BARS IN PAIRS OVER SUPPORTS WITH TOP BARS A. STRUCTURAL DE51ON 15 IN ACCORDANCE WITH A.G.I.530-OGl A5.C.E. 5--06/T.M.5. 2. THI5 FRAMiNO 56HEME (DIRECTION OF TR155E5 AND 5LAr&J, MAJOR 6.T. BEARING THE PHOTOELECTRIC TYPE. OONGRET FROM ADJACENT BEAMS. NNo). POINT'S, ETC) CAN BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME Iq° TRU55 MANUFACTURER SHALL 17E51&N TRUSSES TO COMPLY WlTiN ALL SUPERIMPOSED 402-06, BUILDING CODE REQUIREMENTS FOR MA50NRY STRUCTURES AND THE WIND LOAP5 PER F.B.G. 2010. COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MA50NRY STRUCTURES. PROFESSIONAL OF RECORD WHO MUST REVIEW PROPOSED GHA 5 AND AUTHORIZE 5L CARBON MONOXIDE ALARM TO i iE INSTALLED ARREST WITHIN 10' IN A ROOM USED FOR I. CONCRETE SHALL CONFORM TO A5TM Gq4-07, SHALL HAVE A MAXIMUM WATER/GEMENT 5 DROP BOTTOM OF TIE BEAMS AS REQUIRED AT WINDOW d DOOR HEADS (26" MAX) STRUCTURAL REVIVON5 ACCORDINGLY. SLEEPING PURPOSES WHEN THE BUILC>IN& HAS A F=0551L BURNING HEATER OR RATIO OF ob AND SHALL HAVE 5000 PSI COMPRESSIVE STRENGTH IN 26 DAYS ( ADD 2-#5 BOTTOM IF DROP EXCEEDS 5". APPLIANCE, UI FIREPLACE, OR AN 5Lk',HATTAIRI GARAGE. PRIMARY POWER SHALL COME UNLE56 NOTED OTHERWISE) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH AGI B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.i-vrlA.S.G.E. RY O/T.M.S. MEO NI CAL NOTES FROM THE BUILDING WIRING WHEN SU;H WIRING IS SERVED BY THE LOCAL POWER I. ALL CONCRETE MA50NRY WORK SHALL BE IN ACCORDANCE WITH 602-06, SPECIFICATIONS FOR MA50NRY STRUCTURES AND THE COMMENTARY ON 3. FINAL D TO T AND SEA F ENGINEERED L65 A AND FLOOR SYSTEM DESIGN MUST BE 316-06 AND AGB 30 b. TIE: BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED 6 TO FIT BLOCK SPEGIFIGATIONS FOR MASONRY STRUCTURES. SUBMITTED TO THIS OFFICE FOR REVIEW. TRU55 AND FLOOR SYSTEM DE516NER5 MUST UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. AGI 530-06. WAK. PROVIDE ALL TRU55 CONNECTIONS AS PART OF THE DE516N. I. ALL HEATING, AIR CONDiTiONIN6, REFRIGERATION AND VENTILATION EQUIPMENT SHALL COVER OVER REINFORCING SHALL BE: 5LAB5 ON VAPOR ,� ADDED LO&ITUDINAL BEAM REINFORCING SHALL EXTEND 6" MINIMUM INTO G. IN HVH Z AREAS THE BUILDER SHALL EMPLOY A 5PECIAL. INSPECTOR APPROVED BY THE CONFORM To THE REQUIREMENTS SET FORTH IN THE FLORIDA BUII-DIN& CODE L IF USED, A COMBINATION SMOKE/ 1ZED TESTING MONOXIDE ALARM SHALL BE LISTED OR 2. MINIMUM CONCRETE " 7. BUILDING OFFICER TO ENSURE COMPLIANCE WITH THE APPROVED STRUCTURAL PLANS IN 4. Ti�i.i55 AND rL.00R 5Y5TTEM MANUFACTURER SHALL SUBMIT THREE. (3) GOPIGa OF SHOP °° LABELED BY A NATIONALLY REGOGIdIZED TESTING LABORATORY. MECHANICAL" AND FLORIDA BUILDING GORE ENERGY CONSERVATION, BARRIER - 3/4" BEAMS AND COLUMNS - 1 I/2" FORMED CONCRETE BELOW 6RADE-2 wF PORT LNL.E 25 OTHERH15E NOTED. ACCORDANCE WITH( SECTION 2122.2A F_B.G. DRAWING AND EN&INEERIN6 GALCULATION5 516NED AND 5EALED BY A FLORIDA MED CONCRETE BELOW 6RADE-3" RE615TERED ENGINEER, OF THEIR DE516N FOR REVIEW INCLUDING TWO (2) COPIES FOR 2. A 4" CLEARANCE 15 TO BE MAINTAINED AROUND ALL AIR HANDLING UNITS. 12. TAMPER RE51 20 5 FOR 1 5 VOL ARE RECTA RE IN DWELLWG UNITS IN ALL AREAS UNFOR VOLT, NEC 406.11 6 REFER TO CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL 6• VERTICAL CELLS FOR MA50NRY To BE GROUTED SHALL Htj �IrL VERTICAL ALl6NME.NT ARCHITECT/ EN&INEER5 REVIEW PRIOR TO FABRICATION. REVIEW OF SHOP Pt"MIN65 IS SPECIFIED IN NEC 21c. 52 FOR 125 ti ULT, 15 8 20A RECEPTACLES PER NE 3. REINFORCING STEEL: GRADE 60 (FY=6o.o0O) ASTM A615-04a. SPCGIFIGATIONS. SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL. A COURTESY BY THE ARCHITECT/ ENGINEER AND IN No WAY RELIEVES THE 3. PROVIDE: FIVE DAMPERS AT SUPPLY AND RETURNS WHICH PAS' , THROUGH RATED 23, INTER5Y5TEM BONDING TERMINATION =OR GONNEGTING INTERSYSTEM BONDING AND TE REINFORCEMENT SHALL BE IN AGGORDANGE WITH "THE MANUAL MANUFACTURER OF HI5 RESPONSIBILITY TO PROVIDE A LAYOUT THAT FULLY ASSEMBLIES IF ANY. 4. DETAIL OF COW q ONE -QUARTER OF MAXIMUM BOTTOM R'EINFORCIN& STEEL AREA OF EITHER ADJACENT -1. GLEANOUT oFBIN65 SHALL BE PROVIDED AT THE BOTTOM OF &ROUTED CELLS AT INTEORATE5 WITH THE ARCHITECT/ EN6INNER5 5UPER5TRUGTURE. IF THERE i5 ANY GROUNDING CONDUCTORS SHALL BE P VIDEO FOR N, COMMUNICATIONS, RADIO, OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION' A5 PUBLISHED -AM SHALL EXTEND THRU SUPPORT AND LAP WITH A CLASS "A" TENSION LAP SPLICE EACH LIFT OVER 4'-0" HIGH. GL°EANOUT5 SHALL BE SEALED AFTER CLEANiN6 AND CONFLICT OR ADDITIONAL 5TRUGTURE NEEDED, THE TRU55 AND FLOOR SYSTEM r GAN, ETC. PER NEC .'S0.g4. EIS BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLE55 NOTED OTHERWISE. OII EITHER SIDE OF SUPPORT. INSPECTION, AND BEFORE &ROUTING. COMPANY SHALL NOTIFY THE ARCHITECT/ ENGINEJUMPERS OR ER IN WRITING OF THE SPECIFIC 4. ALL DW TROOMSRANSFER 6RILLILL HAVE HVAC RETURNS. RETURNS MAY BC DUCTED, E5. AREAS OF CONCERN, ST. LUCIE COUNTY 5. ADEQUATE VERTICAL AND HORIZONTAL 5HORIN6 SHALL BE PROVIDED TO 5AFELY 1r, MARK "C" IN REINFORCING COLUMN BETWEEN TWO BEAMS INDICA1E5 THAT STEEL " o•yT 5. A/C UNITS MAY HAVE CONG. PAD OR OTHER APPROVED MATERIAL EXTENDIN& ABV. ' " BUILDING DIVISION SUPPORT ALL LOAD5 DURING CON5TRUGTION. Rt INFORC'IN6 SHALL BE CONTINUOUS THRJ THESE TWO BEAMS. '`y(/ 5. 'iWl�.s5lma 1`iU BE DESIGNED TO CARRY LOADS OF ATT1G AHU AND MISC. EG2UIPMIENT. " COORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON ADJOINING GRADE OR SHALL BE`. SUSPENDED A MIN. OF b ABV. ADJOINING GRADE. REVIEWED (6" MAX) A5 REQUIRED FOR ARCHITECTURAL PADS SHALL BE A MINIMUM 4'-0"'xq°-O" PAD FOR DOUBLE UNIT. FOR COM GE 6. CONCRETE BEAM SIZES MAY INCREASED DETAILS OR FIT BLOCK COURSING, DROP BOTTOM OF TIE BEAM AS REQUIRED AT I. STRUCTURAL STEEL SHALL CONFORM TO THE AlSG "'SPCGlF1GA'iiON FOR THE DESIGN, TRUSA DRAWIN65.THE BUILDER SHALL BE RESPONSIBLE FOR THE COMPLETE REVIEWED BY #5 BARS BOTTOM IF DROP EXCEEDS FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDIN&5" . MATERIALS SHALL COORDINATION BETWEEN THE TRUSS DE516N AND AIR CONDITIONING DE516N DAB WINDOW DOOR BEAMS (2S" MAX) AND ADD 2- AND CONFORM TO THE APPLICABLE A5TM SPECIFICATION AS FOLLOW5: W 5HAPE5 - Agl`12-06a, REQUIREMENT5. F B I O G 6" OTHER SHAPES - A36-05, PLATES A36-05 BOLTS - A 307-04 TUBULAR - A500-O7 GRADE I- LU LJ 9 N NVT� ✓ PLANS E PE JOB B (46 KSI) 6 Nl TrILt Aim i�ITECT NOR EN6INl R ACCEPTS ANY RESPONSiBiLiTY FOR STRUCTURAL MUST 8E KEPT WILL JOB A 7. DOWELS COLUMN AND WALL REINFORCING TO FOOTING WITH SAME SIZE AND NUMBER BEAM5, COLUMNS, AND FOOTIN65 UNTIL REVIEW OF APPROVED TRU55 AND FLOOR N4 INSPECTION WILL BE MADE I. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE, WITH SECTION 405, OF DOWELS A5 VERTICAL BAR5 ABOVE. 2. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN hLL O NC7 SOCIETY SYSTEM DRAYiN65, 516NED AND SEALED BY A FLORIDA RE615TE ENGINEER. "5TTRXT LIRAL VELD I N& CODE". ELECTRODES FOR FIELD AND 5HOP WELDS SHALL. BE: F.B.G. (J O D E 5 USED: 6. REINFORCING STEEL SHALL BE LAPPED 46 BAR DIA. MIN. WHERE SPLICED AND SHALL A.W.5. A5.1 E-IOXX. 7. AL;_iNiERIt�R LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CLIPS, TOP AND 2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS L TABLE ODE F.B.G. BE WIRED TOÐER. PROVIDE CORNER BARS SAME 51ZE AND NUMBER AS HORIZ. BEAM BOTTOM EACH STUD. (GONTV) 3. ALL PL DISPOSITION OF RAIN WATER SHALL COMPLY WITH F.B.C. PLUMi31N6 GODS CHAPTER II. RElNFORGIN6 AT EACH FAGS. LAP 46 BAR DIA. MIN. 4. ALL PLUMBING PENETRATIONS MUST BE A MINIMUM IOb" FROM' ROOF JACKS. 5. GONDEN5ATE DRAINS MUST BE A MINIMUM OF 12" OFF THE BUILDING. _ - FLORIDA BUILDING GODS 201E r�}(�I L I"E!L!`,E P IN6 DRAWINGS ON BAR LISTS SHALL CONFORM TO AGI S "MANUAL OF STANDARD b. SHOWER COMPARTMENT5 AND WALLS ABOVE BATH TU55 WITH 5HOWER HEADS $HALL - NEC, 2006 ; q. LAG PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION A5 PUBLISHED BY THE 51 NG�LE MIL ES I DENOE BE FINISHED WITH A SMOOTH , INLET. 0RBENT SURFACE TO A HEIGHT NOT LE55 THIS Ta si iCk i ()l ilE I� I a I j ! ✓ (r CONCRETE REINFORCING 5TEEL INSTITUTE UNLE55 NOTED OTHERWISE. (`l 70 INCHES ABC7VE THE DRAIN INLET. - A.S.GE: 1-10 s I!€RAa4ln,11 o F jrq E, --' -- LOAD _ HEDULE DRAWING I NDE/{r ABBREVIATIONS m ���--�- - " -� _------___._��-- LOCATION LIVE E7EAI7 PART1N TOTAL Mom. MEDICINE CABINET 5M5 SHEET METAL 50REW5 GROUND FLOOR 40 50 10 100 appild* to slab G-1 COVER StCET ABV ABOVE EXT. EXTERIOR M R,H, MEAN ROOF HEIGHTFLOOR FRAMING 40 15 10 65 5T. STIRRUPS AFF ABOVE FINISHED FLOOR F.B.G. FLORIDA BUILDIN6 CODE M T METAL THRESHOLD 5TL. STEEL AHU AIR HANDLER UNIT F.R. FIRE RATED MAX. MAX'1KM SW 5WITGH ROOF 30 25 0 55 5-1 SITE PLAN B.F. BI FOLD FIR FRENCH DOOR MFR. MANUFACTURER 5.W.O.T. 5HEARWALL OVERTURNIN& FORGE A-1.0 FOUNDATION DE7AIL5 B.P. BI PA55 FIN. FIN15HED MICRO. MICROWAVE TEMP. TEMPERED WIND: ELK. BLOCK FL. FLOOR MIN. MINIMUM T.B. THROUGH BOLT / A-1.1 SLAB B CELL PLACEMENT` PLA Cd#T3�1�1 {#11WdSNl ON. BLW. BELOW 6.T. GIRDER TRU55 M.O. MASONRY OPENING T.O. THROUGH OUT BR6. BEARING 6A. GAUGE ULTIMAIT_ WINs� SPEED = 165 m.p.h. �lO�lIN® �ilfli BUM. BOTTOM 6A. 6A1.VANIZED MONO. MONOLITHIC T.OB.B. TOP OF MASONRY BOND BEAM _ / A-2 F1R5T 4 SECOND FLOOR PLAN CFI GROUND FAULT INTERRUPT MTL. METAL T.O.PL. TOP OF WOOD PLATE _ NOMINAL. WIND SPEED = i26 m, ph. d CL.e. GEILIN6 O,HD. OVER HEAD DOOR T.O.TB. TOP OF TIE BEAM CIE GMU CONCRETE MASONRY UNITS CL. GLA55 p/C ON CENTER TIP. TYPICAL � RISK GATAGORY - 11 A-3 ELE1/ATICJIYS � DETAILS EVIEWED A8 a3/Y►3U13 COL. COLUMN 6WB 6YP5UM WALLBOARD - BUIIDIN& DESIGN AS ENCLOSED �►TE CONIC, CONCRETE GYP. BD. GYPSUM WALLBOARD PL:F. POxJND5 PER LINEAR FOOT U.N.O. UNLE55 NOTED OTHERH15E ICI__ A-4 5EGT10N5 DETAILSPLAN A MENU HGT. HEIGHT P .F. POUNDS PER SQUARE FOOT UL UNDERHRITER5 LABORATORIES CXP05l1RC CATEGORY = D MUST W6fttbWAa� C5MT. CASE DBL. DOUBLE HMS. HOOPS P `�.I. PCxJNClT PER SQUARE INCH V.I.F. VERIFY IN FIELD A-5 FLOOR $ ROOF FRAMNNE; PLNMI DIA. DIAMETER HR HOUR P.1 PRESSURE TREATED WA. WCD6E ANCHORS I _E ROOF DYAD LOAD FOR WIND S �������IADE VIA. DIAMETER H5 HORIZONTAL 511DIN6 PART'N. PARTITION WITH [ DESIGN TAKEN AT to p.s.f. A-6 FLOOR 4 ROOF FRAMINdi DETAILS DP DESIGN PRESSURE HVHZ HIGH VELOCITY HURRICANE ZONE MKT. POCKET WG WATER CLOSET DR. DOOR INS. INSULATION PLYWD• PLYWOOD H0. HOOD ® A-7 FLOOR 6 ROOF 6RAGINEi PLANS k DETAILS DW DISH WA5HER INT. INTERIOR R.O. ROUGH OPENING-� ._ NOTE: T1y15 5'n21JGTURE i5 DEe>I6NED IN 5,0. 501.ID GORE LACCORDANCE WITH CHAPTER 16 OF THE E.E. EACH END LG. LONG FLORIDA BUILDING GORE AND ASGE. DESIGN M-� 1 aT d 2� FLOOR ELMEGH�R1GAl. PLANS T.6D. SLIDING 6LA55 DOOR -- - ELEC. ELECTRICAL LIN. LINEN 5F SQUARE FOOT HINVO 5 A FOR EXTERIOR DOORS AND ELEV. ELEVATION LT. LIGHT ._-_.. ��_ WINDOWS ARE NOTED ON THE DOOR AND lNIGAL_ P . E.S. EACH SIDE L.T. LAUNDRY TUB SH SINGLE HUNG WINDOW SHEDULES. WINDOW AND ODOR � ���� ��� �� �������� ���� MANUFACTURERS SHARE MULTIPLY THE GIVEN E SUWEC�' TO ACC,�CT1C�.S ,�^ }� I DESIGN PRESSURES BY THE APPROPRIATE E URED RY RELO INS C"1'CRS THIN 4_/T 1,. U G I E 610 U 1` T I FLORIDA I FAGTOR5 TO OBTAIN TEST PRESSURES. MAYBE NFCE3$" 14?� 0400 90 WITIi AU PPLJCA,5JL4 tXOES. ELEG TRI CAL 5YME30L5 LEG END FAN - LOW VOLT. PLAN / ELEV'AT 10N 5YME30L5 LEGEND V. RECEPTACLE TELEVISION JACK F B BOX �D SMOKE DETEGTG� SHEARWALL LABEL AT 12" A.F.F. 4 PREWIRED � --' DUPLEX RECEPTACLE/ ARG T HVAC BOX JUNCTION DSMOKE /� � VC TAii_ El OUNDATIION PLAN LLED CELL SEE vl"11"Iffi AS NOTED HEIGHT SINGLE RECEPTACLE � THERMOSTAT � DETECTOR FAULT INTERRUPT AT 12 A.F.F. DEDICATED SCALE NT=KIOR PADDLE FAN EXHAUST �� 2 ELEVATION E3- BEAM ;LABEL E INTERCOM SOFFIT II B AT BA5E RECEPTACLEDUPLEX DEDICATED 5WITGLHED I A A.F.F. OD FL OR NO/ LIGHT 0 FAN POURED 3 CONCRETE COLUMN WIMIZIZIA HEI&HHDROPPED5 NOTED DUPLEX RECEPTACLE FLOURESGENT / EXHAUST FAN � Q� r; SINGLE RECEPTACLE - SECURITY LIGHT FIXTURE /LIGHT COMBO -� L UU04 MAX. LABS CONNECTOR - I I G AT b" ABV. COUNTER i D DEDICATED UNIVERGOUNTE e, KEYPAD L �w� SCALE ( # DOOR LABEL °°TfE �� -- LABEL FLOURE`.SGENT SPEAKER �� TG-O DUPLEX RECEPTACLE DUPLEX RECEPTACLE- AR. c DOOR �; LIGHT FIXTURE IN GL6. NON-BEARIN6 FRAME _ - _ LAN OR ELEV.ARCHED SEE ?GFI GROUND FAULT RECEPTACLE GON51TgLJGTIEN FAULT INTERRUPT ® 12" A.=..F. I CHIME DUPLEX RECEPTACLE INCANDESCENT LIGHT LV DOOR L�, REVISION PUS H - BEARING FRAME N TION CONSTRUCTION X RECEPTACLE G. MNTED. AEG MASONRY GO 5 C AT 6 ABV. COUNTER DUPLE FIXTURE GL RELEASE �7 �GFI GROUND FAULT INTERRUPT TOP REC. TWITCHED I BOTTOM ARC FAULT INTERRUPT SCALE C ) WINDOW LABEL CONSTRUCTION DUPLEX RECEPTACLE INCANDESCENT LIGHT VOLUME TYPICAL Q� TELEPHONE OUTLET FIXTURE WALL. MNTED. II TOP REG. 5WITGHED 5WITGH AT I2" A.F.F. CONTROL - ARROW NORTH- 51N61E POLE HI HAT C FRAME CONSTRUCTION - - - -_ � � DUPLEX RECEPTACLEETELEPHONE OUTLET 5WITGH - ABOVE OR BELOW W P 5WITGH T® GL6. MOUNTED [� DI5GoNNCCT # 5 G I i WATERPROOF _____� _ FLUSH IN FLOOR o,•N EGA,>r- (� COLUMN EASEL ELEV. BEAM HEIGHT THE EVON PROFE55IONAL A55UME5 NO GROUND FAULT INTERRUPT 3 THREE WAY 1 (�uc DUPLEX RECEPTACLE ¢ 5WITGH DEDICATED VA�PAOR PROOF � BREAKER BREAK LINE ELEV CHAN&E LIABILITY FOR IMPROPER 5LOPE5, GRADES �; UNDER COUNTS � FOUR WAY DATA LINE QUADRUPLEX G.V. CENTRAL. VACUUM RECE55ED F.P.4L. METER OR MEASUREMENTS. ALL FIGURES TD $E 5WITGH O EYEBALL 1_ 4 DISC.° VERIFIED BY A LICENSED GENERAL RECEPTACLE �n DIMMER T RECEPTACLE % 0'-0" FIN. FL. SLAB FLOOR ELEVATION iNT1:.1�,icOr� ELEV, FOOTING LABEL GRAPHIC SCALE CARBON MONOXIDE # # SALE: 1/6' _Imo" - CONTRACTOR IN THE FIELD BEFORE DUPLEX RECEPTACLE 5WITGH ,- 5CGURITI cM DETECTOR � LOW V01:1"AC�I:: SCALE �. CON.. O FLUSH IN FLOORK KEYED L16HT5 CT TRANSFORMERTRUCTIDN. THE5E PLAN5 CONFORM TO FBC - 2010 revisions My designed PAIR drawn PAR checkod 331PAR date 4112114 Scale 114" = P-O" (VN.o) Job r)0. 14-041 . ETi Shawn M. Stambaugh, PE FL. LIC. 61850 - C.A. 26210 ti1S ` R J C T U E r}ET r r� ��J��INc- Va 1b a r F--i J ILL zz J U W ® W L0 0- J W 0 -Jzw W �- project 0 A QUANTUM ENGINEERING ASSOCIATES INC. Structural Engineering Cost Segregation 300 AVENUE OF CHAMPIONS PALM BEACH GARDENS, FL 33418 561.202.6994 FAX 561.296.2494 WWW.i:tEASSOC IATES.E; OM drawing COVER SHEET Sheet 0 7'-2 1/2' NOTE TO BUILDER: BE SHEET A-I.1 FOR PILING SPECIFICATIONS, NOTES AND PILE/FOUNDATION DETAILS revisions no. date N r n i- n t- IN tZ 2'-4 1/2" 1'-1" I -l' '-IO 1/2' 1'-10' a'-9" PILE FOUNDATION PLAN SCALE : 1/4" = 1'-0' Sl a - in N d- T i-- Q 0 0 N •o 16'xib" x (I)#5 BAR 0 24" BOND a AC LINE v - - - - COLUMN SCHEDULE MARK 51ZE TYPE DESCRIPTION C-1 6x6 BLOCK GONG. BLK. WA HILLY 6RGUW CELL W/145 VERT. EA. CELL 0 8'-0" O/G OR A5 LOCATED ON PLAN C-2 6x16 BLOCK COW. BLK. W/2 1=ULLY 6ROUTED CELLS WA-05 VERT. EA. CELL C-3 bx12 BLOCK RINKER T-329 OR EQUAL CONG BLOCK fVLLY 6ROVIM WOOS DIA REBAR VERTICAL N 0 iv m m n r GRADE BEAM SCHEDULE MARK -shm REINFORCING #3 H00-5 OR STIRRUPS REMARK-5 / DETAIL TOP MID BTM 65-I 16"x30' 2*6 2#5 2*7 #3 DIA STIRRUPS 0 12' O.G. TYP - EX7WAIL DETAIL A 60-2 16 "xl6" 306 - 3*6 #3 DIA STIRRUPS 0 6' O.G. TYP - INT WALL DETAIL B 68-3 1 I6 "x26" 2#6 2#5 2#7 1 #3 DIA 5TIRRUP5 0 10" O.G. ENTRANCE DETAIL C 66-4 I6"xi6" 2*6 - 2#6 #3 DIA STIRRUPS 0 610.6. STEP DETAIL D 6B-5 16"X16" 206 - 2*7 #3 DIA STIRRUPS 6 6' O.G. 6ARA6E DETAIL E 6B-6 1 16"x30" 2#7 2#5 2*7 #5 DIA 5TIRRUP5 O 12' O.G. 6ARA6E DETAIL H 66-7 16'kl6" 2#6 - 2#6 #3 DIA STIRRUPS 6 6' O.G. 6ARA6E STEP DETAIL P 66-6 16'k24'/30" 2#6 205 2#7 #3 DIA STIRRUPS O 10" O.G. PORCH STEP DETAIL CC NOTE TO BUILDER: VERIFY ALL DIWN51ONS AND ANGLES SHOWN WITH SITE SURVEY INFORMATION BEFORE CONSTRUCTION NOTE: WEATHERING AREA PER TABLE 501.24) WEATHERIN6: NEW61BLE TERMITE: VERY HEAVEY NOTE TO BUILDER: MASON: EXACT MASONRY OPENING SIZES ARE TO BE OBTAINED FROM BUILDER BEFORE CON5TRUGTION DUE TO VARYIN6 MANUFACTURER M.O.'s. SEE FLOOR PLAN FOR WINDOW PLACEMENT AND LABELIN6. 6.0. TO VERIFY ALL FOUNDATION DIMENSIONS AND FIN15H FLOOR HE16HT WITH SURVEY INFO BEFORE CONSTRUCTION SLAB: POURED CONCRETE SLAB OVER (SEE SLAB 5PE05) OVER APPROVED VAPOR BARRIER AND WELL COMPACTED (TO 95 %) GLEAN AND TERMITE TREATED SAND FILL. NOTE: 6.0. TO VERIFY ELEVATION5 WITH SURVEY AND ADJUST ACCORDIN6LY IF NWE55ARY BEFORE CONSTRUCTION. DO NOT EXCEED MAX BUILDING HT. ALLOWED BY LOCAL CODES. THE DE516N PROFE55IONAL A55UME5 NO LIABILITY FOR IMPROPER 5LOPE5, GRADE5 OR MEAWREMENT5. ALL FIGURE5 TO BE VERIFIED BY A LICEN5ED GENERAL CONTRACTOR IN THE FIELD BEFORE CON5TRUCTION. designed PAR drawn PAR checked SS�P°AR date 4112114 s c a I e 1/4' = I'-0" 014.0) job no. 14-041 . ETT Shawn M. Stambaugh, PE FL. UC. 61850 - C.A. 26210 W Q W °C 0 H LL W 0 M zz Q 0 � O W U WoWv O � W L J z �— cn . project Q-EA QUANTUM ENGINEERING ASSOCIATES INC. Structural Engineering Cost Segregation 300 AVENUE OF CHAMPIONS PALM BEACH GARDENS, FL 33418 561.202.6994 FAX 561.296.2494 W W W.QEASSOCIATES.COM draNing -61 ; ILE k SLAB PLAN sheet A-1.0 THESE PLANS CONFORM TO FBO - 2010 (2) #4 b' CONCRETE #5 TOP 5`� 1-EL - #5 TOP 5TEEL 6" GONG. 51-AD (F.L. PERIMETER) BLOCK WALL OVER INT[-9IOR OVER INTERIOR 1 1/2" BLOCK OR 5LAB RIFINF., 5EE PLAN. GRADE BEAM GRADE BEAM (SEE PLAN) `- 6" GONG. 5LAB FRAME WALL RECESS BEAM REINF, SEE 5G!«IE4'-Om. #4 sib" x 4'' BEAM REINF., (5EE PLAN) VAR I (5EE PLA) -- , #4 6145" x --_ _- q0° HOOK rYP. ENTIRE PERIMETER ° I" I°` I 5EE SGHED. - 5LAB REINF, 5EE PLAN. SLAB REINF.,— 5EE PLAN. - ° °. gym, =A . - - - ° qO HOOK TYP. ENT1Rt ([ PERIMETER i d .° SLAB REINF.; ° I ."GONG. �! .y SLAB 4°4- 5EE PLAN. q ° I ° °d 4 - - -- BEAM RE)NF. 5EE, - GONG. SLAB- I - 6" GONG. 5LAB - 4° -.. - REINF., SLAB REINF., 5CHEDULE ° a SLAB REINF.6'° 5EE PLAN. I, STIRRUPS, SEE SGHED. _ - STIRRUPS, SEE SCHED. - -- - ALA@ .EE PLAN. 5EE PLAN.- 7 ° - - HODKD SLAB SrE.- < _ - - _ _ i CONCRETE SLAB 41 ° n, TO , TYP. q ° � 6" GONG. 5LAB `. BEAM REINF. 5EE 5G BEAM RE1NF., 5EE SCHED. BEAM REINF. 5EE;----__- 1 STIRRUPS, 5EE SCHED. ° � _ �; `BEAM, --- STIR EE SCHEDULE SEE PLAN. (EXCEPT &ARA6 - - PILE DOWELS, SEE "Z" BARS TO MATCH - rLE a �OWE�S, 5Et SCHEDULE 5TIRRUPS, 5EE SGHED. 5CHEDULE. SLAB 5TL. LAP 5CHEPULE. PILE DOWEL5, 5EE -- - - -- _ °d PILE DOWELS, 5EE PILE DOWELS, 5EE SCHEDULE, 14" AU6ERGA5T --�'' 811 gtl 3'-O" MIN. SCHEDULE. PILE DOWEL5, 3EE- SCHEDULE. PILING BEAM REINF., - W r L A.'iT 14" AU6,ERCA5T -- '" � SCHEDULE. 14" ,D57ERCA5T PILING 14" AUEERGASr 14" AU6ERCA5T - 5EE SGHED. " 16 PILING PILING 5 8 14" AU6E�LGAST-- Ia ILE DOWELS, 5EE PILING PILING PILING10 SGHEG>ULE. O GB-1 811 a°I GB-2 B GB-2® GB-4 E j�, 1 GB-5 OH CB-8 C ,� CAB-3 16 " BLOCKCRETE (Pl. PERIMETER) -�-�- b CONCRETE I - #5 CONT. -�f WALL BEND TOP BAIR #4 olb'1 x 4'-0" HOOK ENTI 1 BLOCK WALL #4 7 BAR a9 12' O/G EXTEND INTO 5LAB MIN. 30" FULL 6B-I -- BEYOND TOP BAR6°'CONC.LAB 30" MIN. 30°' M1N. FULL 6B-2 5IM-P'BELOW BEYOND PLA RECE55Iq0 RECE55 2" LARFER ! 5TEEL COLUMNTYP. �p 2 # 4 5 BOTTOM 1 #5 CONT. - - - _ - 5HA R. REGE55 45 DOWELS a 12 O/G _ = _ _ ° THAN BASE PL. ALL AROUND,DEPTH A5 READ. FILL W/6ROUT I I B E ANCHOR �LTE l" GONG " q d q } III 5EE 5GHEDULE d %_AB - A d a I I SLAB REINF., PLAN. ;�, - 4 - - - > d 5LAB REINF., 5EE PLAN.. ° i I II a t4- I/=.,5EE REI5EE 5CHEDULE PILE DOWELS 5EE 5CHEDULE. BTM OF 6B-1, BEYOND SLAB RE1NF,—� 5EE PLAN. SLAB- - BEAM REINF., 5EE - - ° SCHEDULE' PILE DDWELa 5EE SCHEDULE. BTM. OF 6B-1, BEYOND ' BEAM 5TL.- 5EE SGHED. ADD �40 CORNER BAR5 ALL BEAM 5TL, LOCATION5 ib°' - - #'7 PILE DOWEL- ______�_ ` 5T( SEE SCHED. BEAM REINF., 5EE SCHED. 5LAB REIN .,°g 5EE PLAN. ° ° °Z aBEAM CONC. 5LAB, - 6" GONG. 14" AU5ERCA5T 12" 14" AL6ERCA5T ------ FOR PAD OR CRAPE PILIN6 16°° PIL1N6 I6"01 - 14" AU&ERrA5T BEAM INFO. BELOW 01 PILING P GB-7 0R) `SHOWER DROP CF) BEAM @ SHWR. RECESS RADE BEAM TO GRADE BEAM C4ENDI.NG DIAGRAM (TI P.) � �" GB-8 COLUMN RECESS e 12� FAR UP Tp M BATHRM I i SlNk VEN1 3 3 3' ITR BATHRM 'I JIL a h 3' MA" 4' 13 IW_l1PI�1 TD�AE� LU SING RISE DIAL CC NOT TO SCALE 1. PILINGS TO BE 14" DIAMETER BY 33'-0" MIN. LENT i'H OR REEU5AL DE51ON CAPACITY - 22 TONS. ALL SHALL BE IN ACCORDANCE WITH A.C.I. 543-R-00. REINFORCIN6 = (1) #-1 x 55'. EXTEND 15" ABOVE T.O.P. ELEVATION 2. AU6ERCA5T PILE5 ARE PLACED BY RJTATIN6 � GONTINUOU5 FLIGHT HOLLOW SHAFT AUGER INTO THE GROUND TO A PREDETERMINED PILE DEPTH. HI6H 5TREN6TH GROUT SHALL BE PUMPED AITH 5UFFIGIENT PRE55URE A5 THE AUGER 15 WITHDRAM TO FILL THE HOLE PREVENTING HOLE COLLAPSE AND TO CAUSE THE LATERAL PENETRATION OF THE &ROUT INTO SOFT OR POUROU5 ZONE5 OF THE URROUNDIN6 501L. A HEAD OF AT LEA5T 5EVERAL FEET OF 6J"I' AE3L-VE THE INJECTION POINT 5HALL BE CARRIED AROUND THE PERIMETER OF THE AUGER FLIGHTIN6 AT ALL TIMES DURIN6 THE RA151N5 OF THE AUGER THAT THE H6711-5 TH &ROUT HA5 A D15PLACIN6 ACTION REMOVING ANY L005E MATERIAL FROM THE HOLE. THIS METHOD OF PLACEMENT SHALL BE U5ED AT ALL TIMES AND NOT BE DEPENDANT ON HHETHER THE HOLE 15 SUFFICIENTLY 5TABLE TO RETAIN ITS SHAPE WITHOUT SUPPORT FROM THE EARTH FILLED AUGER. 3. AU&ER &ROUT" 5HALL HAVE A MINIMUM GOHFRE551VE 5TRENGTH OF 5000 P51 AT 2b D.AY5. 5EE CONCRETE NOTES ON SHEET C-1 FOR ALL OTHER CONCRETE. I. FLOOR SLAB T4-iIlCKNE55 4 REINF. TO 43.E PER PI IN& PLAN ON 6 MIL V15OLE-EN (OR EQUAL) ON CLEAN HELL GOMPAGTED FILL FRE TREATED FOR TERMITES. 2. ALL RLINFORGIN6 5TEEL TO BE GRADE 60. 5. 6*rfk L BEAM AND FILING DF-516N BAE=,LD ON &ttOTECHNICAL REPORT PROVIDED BY A FLORIDA RE615TERED 6EOTECHNICAL ENGINEER. 4. Af i 5TANDAR D CLEANING AND GR.J' BBIN6 HA-5 BEEN COMPLETED AND APPROVED; .APPLY VIBRATORY COMPACTOR WITH A MINIMUM OF FOUR PA55E5 TO THE EX15TIN6 GROUND. 5. 5L,jaa5 SHALL NOT BE LOADED UNTIL 12 HOUR5 HA5 ELAP5ED. 6, 5PLIGE5 5HALL BE 45 BAR DIAMETER5 AND CONTINUOU5 AROUND ALL CORNERS AND CHAN6E5 IN DIRECTION. CORNER 5AR5 5HALL BE 443 BAR DIAMETERS EA'-H. WAY. 1. CONCRETE FOR 6RADE BEAM AND 5LAB5 SHALL BE 3000 Psi MIN. MAXIMUM WATER/CEMENT RATIO MUST NOT EXCEED 0.55. b. 5C H7_-RULED HOOP5 AND 5TIRRUP5 SHALL BE. PLACED AT EACH END (EEJ OF BEAM OR TiHROU6HOUT (T.0) BEAM A5 INDICATED ON BEAM 50HEDULE. 5TIRRUP5 5HALL BE TYPE 5-6 AND HOOPS SHALL BE TYPE T-2 TYPICAL CR51 BAR BENDS UN4.E55 OTHMH15E NOTED. q. AL;_. &RADE: 53EAM (MARK "65") BAR5 SHALL. bL %ONTINUOU5 UNLE55 OTHERWISE NOT EDALL 5PLIGE5 TO BE A MINIMUM OF 4b BAR DIAME7ER5 10. r`3uNC`iLE ALL. 5TRUCTURAL BEAM TOP BAR5 IN PAIR5 OVER 5UPPORT5 WITH TOP BAR5 FROM ADJACENT BEAMS. (UNO). !I. ALi- AliDEO LOOITU1DINAL BEAM REINFORCING SHALL EXTEND 6" MINIMUM INTO SUPPORT UNLE55 OTHERWI5E NOTED. 12. ONE -WARIER OF MAXIMUM BOTTOM REINFORCING STEEL. AREA OF EITHER ADJACENT BEAM E HALL EXTEND THRU 5UPPORT AND LAP AITH A CLA55 "A" TENSION LAP 5PLICE ON EITHER 51DE OF 5UPPOR7 •,WMAW mllpim. 5LAB6 ON VAPOR BARRIER - 5/4" ,, FORMED CONCRETE BELONr 0 m, 0 cn AU&ERCA5T PILE - 14" DIA. x 33' LONG TYF. W/ #"I x 33'-0" (EXTEND PILE 3" INTO LsdA ll j I (1) - #1 VERTICAL I I I FULL DEPTH OF PILE I I I I I (5) - 45 r _ VERTICAL H/ #4 012" O.C. I 1 I I 1 I 1 LI I LI T--1 -1 1 1 I -F� i I + -r . �v I I I /ate. � I e I I I I I I I I I I I 5EE 501L5 IMPORT . e. e B.O. PILE THE DEV ON PROFE55I ONAL A55UME5 NO LIABILITY FOR IMPROPER 5LOPE5, 6RADE5 OR MEASUREMENT5. ALL FIGURE5 TO BE VERIFIED BY A L I CEN5ED GENERAL CONTRACTOR IN THE FIELD BEFORE 6ON5TRUCTION. designed PAR draNn PAR Checked 55/PAR date 4112114 . G a l e 114' = P-ON 014.0) j o b no. 14-041 . ETT Shawn M. Stambaugh, PE FL. LIC. 61850 - C.A. 26210 • 0 i a LLI • • project Q A QUANTUM ENGINEERING ASSOCIATES IN( Structural Engineering Cost Segregation 300 AVENUE OF CHAMPIONS PALM BEACH GARDENS, FL 334 561.202.6994 FAX 561.296.2494 drawing THESE PLANS CONFORM TO F50 - 2010 revisions no. date REV 1 5/50/14 BLDG CMT5 2ND FLOOR PLAN SCALE: I/4' = 1'-0' iEPING � Cyl.>MS PROVIl3F j%N E""; SS 4DOW WITH r 1AE1 CLEAR OPENING 5 Sid. FT. pjil CaC-i0UKlL FLOORS, O. FT. FOH LIPPER FL(-;OIAS. OPENINGS ALL NOT BE I..ESS THAN 24'H OR 20'W L NOT MORE THAN 44" ABOVE FLOOD, 1 ATTIC ACCES% A2 SCALE 1-1/2' = 1'-0' OR WOOD — STUDS a 24" O/G 0 24' 0/0 IN/1 FULL LENGTH LATEK Oi- 1/2" TYPE GYPSUM NALL50ARD APPLIED VERTICALLY 4 ATTACHED W/ I" LONG BUGLE HEAD 5CREW5 TO EACH 51DE a 12" OTC CONC. FLOOR SLAB 2 TYPICAL INTERIOR PARTITION A2 )GALE: - F L 0R PLAN )GALE : 1/4" - 1'-0" (AT OR ABOVE FLOOD HT - SEE SURVEY FOR MIN FLOOD HT ALL WINDOW5 AND DOORS ON TH15 RESIDENCE SHALL BE IMPACT RE51STANT NOTE: ENGINEERED UNIT MA50NRY USED TO DE516N WALLS, BEAMS d COLUMNS INSTEAD OF PRESCRIPTIVE CODE NOTE: RATIONAL ANALY515 WAS USED TO DESIGN THE FOOTING INSTEAD OF PRESCRIPTIVE GORE. ATTIC VENT CALCS - 2ND FLR CEILING AREA RATIO TOTAL NET FREE I VENTILATING AREA 755 60. FT. 1/I50 1.5.02 W. FT. OR USE 30' 2' MIN OF 2" WIDE SOFFIT VENTING oR USE VENTILATEO ALUMIN 50FF1T TNRIAOU7- ATTIC VENT CALCS -1ST FLR GEILIN6 AREA RATIO TOTAL NET FREE VENTILATIN6 AREA 662 W. FT. 1/150 14.41 W. FT. OR USE 26'-6" MIN OF 2" WIDE SOFFIT VENTING OR USE VENTILATED ALUMIN SOFFIT THRU-OUT CALCULATIONS IST FLOOR A/C, #VO STAIRI 2ND FLR A/G #VO STAIR) 1,0'12.0 S.F. 662.0 S.F. TOTAL SF 1,704 S.F. GARPIORT 100.0 S.F. GOVs2'ED F]iw 54.0 SF. REAR PATIO 484 S.F. TOTAL S.F. I,a01.0 S.F. THE DE516N PROFE55IONAL A55UME5 NO LIABILITY FOR IMPROPER 5LOPE5, GRADE5 OR MEASUREMENT5. ALL FI6URE5 TO BE VERIFIED BY A LICEN5ED 6ENERAL CONTRACTOR IN THE FIELD BEFORE CON5TRUCTION. designed PAR drawn PAR checked 35/PAR date 4112114 scale 1/4' = 1'-0' (U.N.0) Job n o . 14-041 . Err Shawn M. Stambaugh, PE FL. LIC. 61850 - C.A. 26210 W � Q W � O I� LL W zz Q �0 W owW lid 0 W D J W J z �— to project Q-EA QUANTUM ENGINEERING ASSOCIATES INC. Structural Engineering 0 Cost Segregation 300 AVENUE OF CHAMPIONS PALM BEACH GARDENS, FL 33418 561.202.6994 FAX 561.296.2494 W W W.QEASSOCIATES.COM drawing 1ST & 2ND FLOOR PLAN ver.2 sheet THESE PLANS CONFORM TO FBC - 2010 revisions no. do IIII�VII a'-4" T.02N5 FLk ,-' - - 16' WD FLR TRV65E= b'-0- CLEr --- --- A 2'-O "ABV 6RADL FLOOD HT 6.0" NA.V.L' 4.0' N.A.VD. O "' IDL ` 5I DP - 52.16 3WX 26" R.O. 5W X 26" R.O. + 4b.Oq DP - 501.b-i DP - 50.1iq + 46.b2 + 46.b2 ire 010 cl-� (7) 290X 65" R.O. 2b"X 65" R.O. R I G N T S I L E V A T I 5b"X &5" R.O. 2b"X 2+5" R.O. DP - 50.8q DP - 50.bq OF - 44.gq DP 52.16 + 46.b2 + 46.b2 SCALE: 1/4" = 1'-0" + 45.12 + 46.0q (12�i 58 X 65" R.O. d DP - 4q.gq Q + 45A2 a I --------__._-__.-.__.__-------- ..._, --- NOTE TO TO G.C. NOTE TO BUILDER: 6.0. SHALL A55UME RE5PON51BILTY FOR ALL VERIFY BASE ELEVATION OR, FLOOD MASONRY/ROU61-1 OPENING 51ZE-5 AND SHALL VERIFY PLAIN MAX HEIGHT WITH WITH PRODUCT 5P1"C.'s BEFORE CONSTRUCTION. PROFESSIONAL LAND SURVEYOR BEFORE CONSTRUCTION. n O (D (:4) O C-2) 36"X b2" R.O. IS"X 10" R.O. Ib"X 10" R.O. 54"X 65" R.O. 54"X 12" R.O. DP - 49.9q OF -52.16 DP •- 52.16 Dp - 4q.50 OF - 4b.13 + 45.g2 + 45.04 + 4&.0q + 45.22 + 44.65 12" OVERHAN65 & &ABLE ENDS rnr ■rur�� v- ;:"� n , ; =" 7: �-' ,- OPEN EFT zr")'IDE ELEVATION 5CALE : 1/4" = 1'-0" MAX HT ALLOWE> 8"-6" eL - n� W'-4" T.O.2N5 F19 = cv 16' WD t LR TRL63E�, Q1 61-0" GL6 ' 2'-0" ABV & ADE r FLOOD HT 6.0' NA.VD. 4.0' N.A.VD, . 6145P - EAR ELEVATION SCALE: 1/4' = 1'-0" 22'-0" MAX HT ALLOWED 17'-10" TIOD.B. b'-6- GL6 designed PAR drawn PAR h e c ke d 55rnAR date 4112114 s c a l e 1/4- = P-O' (U•N.0) j O b n O. 14-041 . E7T r A Shawn M. Stambaugh, PE FL. LIC. 61850 - C.A. 26210 7'-4" T.02NP FLR _ 16- WD PLR TRL65E5 &-O" GL6 _ - ALUMIN RAILING W/ PICKETS /,�_-SPACED TO RE.ECT A 4" DIA SPHERE TYP. 1 (i) 36-X b2" R.O. OP - 4q.gq + 45.g2 Aft 0 2, ABV - H HT 6.0' NAND. I� ILL 4.O' N.A. V.O. GRADE z z Q o � ® LL) U lid D � LIJ NOTE :TRU55 COMPANY TO VERIFY THAT OVERALL HE16HT OF OF ROOF DOES NOT EXCEED 22'-0" ABOVE FLOOD ® z U project 6ALV MTL CEMENTiTIOU5 J-BEAD I" 5TANDIN6 METAL, SEAM UC (I "STCO STOP" OVER 6ALV MTL ROOFIN6 TYP. FLA5HIN6 0 ALL ROOF/WALL INTER5ECTION5 TYP, I i _ Jj p+ IN 4" HIGH UPPER / 5" HIGH LOWER RAISED SMOOTH 0 CEMENTITIOU5 BANDIN6 60"X 82" R.O. DP - 4b.24 + 44.1-1 FRONT ELEVATION 50ALE : 1/4" - 1'-0' 12 22'-0" MAX HT ALLOWED _ 1' 5TANDIN6 METAL SEAM ROOFING TYR 17'-10" T.O.B.B. - v-6- GL6 6" HI6H RAISED SMOOTH CEMENTITIOU5 BANDING -SYNTHETIC CEMENTITIOU5 FIN15H OVER DENSE OLA55 GOLD BRD OVER TYVEK BLD6 WRAP OVER Iq/32' EXT 5HEATHIN6 SECURREO TO TRUSSES 4'-4" T.0.2ND PLR 161 WD PLR 7RU55E5 - 6'-0' CL6 Q A QUANTUM ENGINEERING ASSOCIATES IN, Structural Engineering Cost Segregation 300 AVENUE OF CHAMPIONS PALM BEACH GARDENS, FL 33.4 561.202.6994 FAX 561.296.2494 fxbN4�Lt Fi .r� ��i -IX 'i --"cam 6" HIGH RA15ED SMOOTH CEMENTITIOUS BANDIN6 d r a w i n g SEE DETAIL FOR EXTERIOR OPEN CEILIN66 TYP. SHEET A4 RA15M SMOOTH CEMENTITIOU5 BANDING 0 BASE 1 1, 2 -0A8V FLOOD HT 6.0' N.A.V.D. ELEVATIONS 4.0' NA.V.D. E HE OE516N PROFE55IONAL A550ME5 NO L I ABI L 1 TY FOR IMPROPER 5LOPE5, 67RADE5 OR MEA50REMENT5. ALL FICURE5 TO BE VERIFIED BY A L I GEN5ED GENERAL CONTRACTOR IN THE FIELD BEFORE CON5TRUCTION. 1 4ESE PLANS CONFORM TO PBG - 2010 114"DIA. RED HEAD AT /6 " O/C MAX. "C" 4-1/2"xi-117k14 &A. WEXPAN310N MATERIAL CONC. OR MASONRY fl o yo DR*rMLL BOARD CAULKING 6LA55 BLOCK PERIMETER CAULKING 5TZ,C0 PIN1544 HEAD DETAIL (GLASS BLOCK) DRYWALL BOARD CONC. OR MA50NRY A . "C" 4-112"xl-112"M4 &A. KEXPAN510N MATERIAL C, CAULKING 6LA55 BLOCK W LADDER -TYPE REINF. 114'DIA. REV HEAL? AT 16 O/C MAX. PERIMETER CAULKING STUCCO FINISH JAMB/SILL DETAIL (GLASS BLOCK) 12 51EE ELEV PRE-EN6. ROOD ROOF TRUSS'S 024" 0/c, TYPICAL WAPFROVEQ 67ALV. TRUSS ANCHORS SEE FRAMINC, AND BR.ACINO PLAN R-50 BATT. IN5ULATION- (5EE ENERGY CALC) 5/6" (MIN) 6YF5UM BOARD APPLIED TO UNDERSIDE OF TRUSSES_ FIRE 5TOP- TYPICAL TIE BEAM. REFER TO FLOOR PLAN FOR BEAM SCHEDULE. CORNER BARS MIN LAP 25" 1/2" 6YP5UM BOARD OVER lx2 P.T. FURRING 0 16" O/C OVER 5/4" THK FOAM BRIP INSULATION. R-4.2 MIN. 3/4" T45 PLYWOOD FLOOR r7LUEr? 4 NAILED OVER PRE-ENGINEERED FLOOR TRU55E5 a 5PACIN6 SUPPLIED BY TRU55 MANUF lb" DEEP FLOOR TRUSSES SEE TRU55 MANUF PLAN FOR VERIFIC. R-30 INSULATION WHERE NEEDED SEE FRAMING PLANS FOR ADDITIONAL STRUCTURAL DETAIL AND INFORMATION 1/2" APPLIED To UNDERSIDE OF TRU55E5-TYF. (5/5" THK TYPE 'X' &YPSUM BOARD a ISARA&E CL& MIN) FIRE 5TOP- 1/2" 6YP5UM BOARD OVER Ix2 P.T. FURRING 0 16" O/C OVER 5/4" THK FOAM BIRD INSULATION. R-5.0 MIN. —PRE-EN& 71;ZU55E:5 ALL EXTERIOR OEILIN& MATERIAL To BE HY-RIB LATHE AND STUCCO FASTENERS AT 24" O.C., EITHER MIN EMBEDMENT ROOFING NAIL5 WITH 1/6"5HANK A)05/6" HEA05 OR STAPLES WITH 1-5/4" MIN EMBEDMENT LE65 4 1/16" (16 &AW EXT. PORCH CLGN DET. #1 FRAME kiAU 5TEk;CO FINISH HEAD FLA-54IN& #6 x PLO. P.H. 5M5 0 16" 01C $ 6' MAX. FROM ENDS PERIMETER SEALANT 0 1 r-7-7m 4Num FRAME "kILIN6 FIN CAULKIN& DRYWALL BOARD HEAD DETAIL (WINDOW) 10 P.T. BUCK 5,ET IN SEALANT AND MAILED WI-112" CASE HARDENED COIL NAILS AT 12'01C. MAX. 7 ------ No M• ALUMINUM FRAME KINAILIN57 FIN PERIMETER 5EALANT 5TIUCCO FINISH #6 x I L6. P.H. 5M5 a /6, 01C 6 MAX FROM END-4 FRAME WALL DR'rkqAU BOARD CAULKING JAMB DETAIL (WINDOW) I" 5TANDIN6 MTL SEAM ROOFIN6 OVER FEEL 4 STICK MEMBRANE ROOFING OVER N/32" EXT 6RAVE CVX PLYk0. FASTEN MTL ROOF PER MANUFACT. SPECIFICATIONS FOR 110 MPH HIND PER F.B.C. 2010 EDITION (SEE DIAPHRAGM -_1,Hr-DULE FOR NAILIN6 PATTERN 1/4' HEEL ON 2ND FLOOR ROOF TRU55E5 TOP OF BOND 3M. 6EE ELEVA TION5 _ GONTIN. 67ALV. MTL DRIP OVER 2x6 HOOD FA561A ON TRU55E5. 12" USE VINYL COVERED FASCIA AND VINYL O.A. VENTILATED SOFFIT. 5/e� " STUCCO F I N I 5H ':2 COATS) OVER W CONC. BLOCK H/ (1) #5 BAR. VERT. IN CONC. FILLED CELL AS PER, PLAN MIN LAP 50 DIAMETERS 2 ND f !:1R ELEY 5EE ELEVAW��� NOTE: ALL KAkLLA..,0 CEILING FIN15HE5 5HALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT GREATER THEN 200A5 PER F50 R 2010 NOTE: INSULATION MATERIALS, INOLLVIN6 FACIN66,SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED HITHIN FLOOR-CEILINGA55EMBLIE-5, ROOF -CEILING A55EMBLIE5, HALL ASSEMBLIES, CR4-4L SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 200 WITH AN ACCOMPANYIN6 SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 H-EN TESTED IN ACCORDANCE HITH A5TM E 64. NOTE: EXP06ED ATTIC INSULATION. ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS 5HALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 HATT PER 5WARE CENTIMETER. EXP05ED FOAM PLASTIC INSULATION MATERIALS EXPOSED ON THE UNDER.51DE OF THE ROOF DECK OR ON THE A716 HALLS SHALL COMPLY HITH SECTION R316 _CONGRETE E30NO BEAM eEE BEAM 50HEOULE FOR 5PEC5 NOTE; R1023.1 MATERIALS. ALL 6YP5UM BOARD MATERIAL5 AND ACCESSORIES 5HALL CONFORM TO A5TM'C 36, C 11, C 415, C 514, C 630, C 0131, C clbO, C 1002, C 1041, C IIM, C 1115, C 12i6, c 15,15 OR C 154b AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVI51ON5 OFTH15 SECTION. AL)HE51VE5 FOR THE INSTALLATION OF BOARD SHALL CONFORM To ASTM r, 551. APPLIED HOOD BASE 5/5' 5TUCC0 FINISH (2 COATS) OVER 6'" GONG. BLOCK H/ (1) #. A FIN. FLOOR To BE AT OR ABOVE FLOOD HEIGHT L BAR VERT. IN CONC. FILLED CELL AS PER PLAN MIN LAP 30 4" THICKDIAMETERS I CONC. SLAB H/ bxbxlo NA.M. AROUND PERIMETER OF 51_067. ON h MIL VAPOR BARRIOR OVER CLEAN, HELL COMPACTED TERMITE MATED CLEAN SAND FILL. FIN/5+EP FLOOR a FI-000 VERIFY W _5UR VEY INFORM. .14 STUCCO STOP AS REQUIRED BY LOCAL BLD& DEPARTMT l 1/001 AND PER F.B.C. 200 L Jl ;e,_� Ea I IE-1 z __ I5RADE IE-1 I 1=1 I I- 1 1 —— -11 1EE1 I IEI I . 1=1 I I 1EE1 I lEl I IE I 4BUILDING WALL SECTION A -A SCALE 514' = /'0 " HANDRAIL SOUTHERN Y. PINE #1 TYPICAL 1-1/lb"x1-1/16" PICKET SOUTHERN Y. PINE #1 SPACED TO REJECT A 4" SPHERE (Fb = 1150 p51) TYPICAL #12x3" PC. 56R5,6 TOP 4 BTM. TYP.— NOTE: R102.4.1 &EXERAL. CERAMIC TILE SURFACES 5HALL BE INSTALLED IN ACCORDANCE HITH AN51 AlOed, A106.4, AlObS, A106.6, A106.11, All&J, A11,53, A156.1 AND A1511. R702.4,2 CEMENT, FIBER -DEMENT AND 6LA55 MAT &YP5UM BACKERS. CEMENT, FIBER -,CEMENT OR 6LA55 MAT 6YF"-)UM BACKERS IN COMPLIANCE HITH A5TM C 1266, 0 1525 OR C 1116 AND INSTALLED IN ACCORDANCE HITH MANUFACTURERS' RECOMMENDATIONS SHALL BE USED AS BACKERS FOR HALL TILE IN TUB AND SHOVER AREAS AND HALL PANELS IN SHOVER AREAS. USE FIBER CEMENT TYPICAL *ERE FIBER6LA55 PREFAB UNITS ARE NOT INSTALLED. ALUMINUM FRAME FASTEN THRU BUCK W :W16 "X.: 1114" TAPCON 5CREk,6 a 12"01C PERIMETER CAULKING 5TUrCO FIN/57H CONC. OR MASONRY P.T. BUCK SET 1N SEALAN T AND NAILED COIL NAILS AT 12" 01C. WI-1/2" CA5E HARDENED MAX. DRYWALL BOARD CAULKING JAMB DETAIL (WINDOW) DRYWALL BOARD CAULKING ALUMINUM FRAME, 5ET IN CLEAR SILICONE $ FASTEN W 40 x PLO. P.H. 5M5 do 16' 01C 64 MAX. FROM ENDS 5ILL FLA5HIN& PERIMETER 5EAI-ANr 5TVCCO FIN13H FRAME WALL SILL DETAIL (WINDOW) ALUMINUM FRAME SECURE FRAME TO _511- WITH 51LICONE CAULKING Ooo :,0 00 QO o .'06. 1 IPRECAST OR FOUREO SILL --- PERIMETER 6AULKUN& SILL DETAIL (WINDOW) Ar'r • MITI ivi 1 0.1 LU aN zi to COMP66 TREAD -r-�P, ATTACH 00116' DIA x"I" LONG 6ALV) HEX Ho 5GR5-6. 2 EACH SIDE SEE PLAN FOR XI 5ER5 P.T. 2x12 5*rr%'.IN6ER PT 2x6 FASTENED N(2)1/2" DIA. 0" ATTACH 5TRIN&ER LONG 0ALV. LAO W(2)1/2" DIA I SCREWS. THRUBOLT5 INTO FT. 4x4 P.T. 4x4 POSTS - UMBER LUMBER U5EP SHALL bE SP #2 OR bETTER. ALL LUMBER EXPOSED TO HEATHER SHALL BE PRESSURE TREATED OR RATED FOR EXTERIOR U5E. HALL MOUNT HANDRAIL DETAIL CONC. OR MASONRY DRYWALL BOARD 2x4 P.T. BUCK SET IN 5EALANTAND 5ECUREP W 3- 114 " x 114 " (MIN) O Q0 0 '01 TAPCON5 AT e CIC. 0 0, 0 DOOR TRIM DOOR FRAME FASTEN TO BUCKW (2) #6 6ALV. x 2' 5CRE06 a 2'-0" O/C DOOR TRIM PERIMETER CAULKING STUCCO FINJ3H HEAD/JAMB DETAIL (DOOR) 0 0 DOOR THRE5HOLP SET IN BED OF CAULK $ FASTENED TO SILL W #6 x 1112" 5CREk6 0 Ib 11 O/C PERIMETER CAULKING FLOOR COVERING OCO 0 � , '0., k_- r • d. CONC. FLOOR 5LAB PERIMETER CAULKING CONCRETE SLAB SILL DETAIL (DOOR) -------- J NOTE: ALUMNINUM OR kiOOD RAILIN6 PICKETS 5PA6ED TO P%T 4" DIA 5PHERE 4 E'�2010 U %0 7�7E7 P.T. 2x12 5TRINC71ER tli —1 4:4 STRINGER A6AIN5T — STEM WALL USE 5-1/2' =I 0 TOWO)TARCON5012" L. STA65ERED 11- --11 0 II E I _\ - ------ I 1=1 =1 I Ll #12x3" No. BTM. TOP 4 TYP. ---- TYP SECTIPN W5 i ,- STAIR 5CRE LT SCALE 1 1'-0"BTM. a 161, 0/0 VW4 (ONLY APPLIES TO CONNECTION TO WV. FRAMING. DOES #12x3" hD_ ev 5CREN5 TOP 4 HOOD FRAMIN6 NOT APPLY To STAIRS CONNF-'cTiON TO V400D 5TAIR5 A GUARDRAIL DETAIL 4 COVER ALL CONDITIONS 14 &A. 1" MM.. STRAP. OtiF_ ON rs N HITH THE EXCEPTION OF A 5TRIN&ER ON AN OPEN 50E*� WHERE THE 5TRINISER ENDS ON THE OUT51DE WISE OF A DECK. IN ORDER TO CONTINUE A 2x12 FASCIA ' _14 CA. 5TL. STRAP 5ECURED To 5LAb DKvv4 FOR THE RAILS. EACH STRAP 15 NAILED TO THE END OF THE STRINGER PINS AND NAILED TO BOTTOM OF 5TRINOER Ki AND SECURED TO THE PECK YV kAIL5 OR DRIVE FIN5 DEPENDIN6 ON Ibd NAILS ON EACH 5TRIN&ER. k+EATR-R HOOD OR CONCRETE, INCA5F-7 HHERE STRAP CANNOT BE SEEN AFTER DRYKAd.L 15 HUNG, THE STRAP HILL START FROM THE LHAR51 PE OF THE 5TRIN&ER A5 VVEN TRAP CAN BE SEEN STARTIN6 POINT AiiLN STRAP CANNOT BE SEEN 5TARTIN6 POINT TOP R15ER 5f4ALL bE 5ECUREP TO DECK 'DEPENDIN& ON CONDITIONS: ----�x4 F.T. SECURED To SLAB W 3" DRIVE' PiNf� 1) NOW TRIU55 OR LAWIN6 N 5 Ibd NAIL5 5TA66ERED STAIR 5ECJ;ZE1? TO 2x4 KI Ibd NAIL5 FROM THL FIRST R15ER TO TAE:2x4. NOTE THAT :2x4 P.T 2) CONC. SLAB H/ 4 3' DRIVE FINS W 30# DOES NOT NEED T(O 60 FROM 5TRIN&ER TO 5TRIN&ER. TAR PAPER BETAEEN COW.. 4 STAIR. 5) IN CASES H4ERE SLAB 6 TOO THIN TO HOLD DRIVE FINS PROPERLY, 1/4" TAPOONS MILL BE USED INSTEAD a THE TOP RISER AND THE STRAP AT Ar,141NC7 To THE SLAB. SIAIR DETAIL '\STAIR DETAIL 2x(b LANDING A/ 314" Cl PLYHD. 6LUEV 4 NAILI MEMBERS ARE 16" O/C Ml LANDIN& 5ECURED TO BLI HALL N/ 3" DRIVE PINS 12110/ 2x4 F.T.!br_CU1RW TO BLK. HALL H/ 3' DRIVE FINS a 12" Olr, DIRECTLY UNDER I FILL COLU"45 AND LINTEL 50LIO W &ROUT T.O.B.B. us 4 ...1 y #3 VERT. TIESONLY A5 REOV. 0 SEE LINTEL. St;HF.,DUL.E J, f HI&H 5TREW-,TH PRECAST LINTEL PMEINPORCIN& AS RECD. SEE LINTEL 5CHEVVLE COLUMN.5 BEYOND SEE FOUNDATION PLAN TYP fAyh ( TYPICAL DETAIL LINTEL AT OPENING Wx&" FILLED OPENINC75 6'-0"; CELLS SEE PLAN PROVIDE b"Xb" MIN. AND COLUMN . ........ ........... ............ BOND BEAM COURSE SCHEDULE FOR W 145 MID. OR REINF. 6"X5" MIN. FORMED MASONRY ar MA50NRY OPENING GONG. 511 1 A/ 2-#5 MID. WALL .4 d OPENIN66 > bl-01: PROVIDE &`Xb" MIN. BREAK AWAY 510E BOND BEAM COURSE OF MASONRY H/ 245 MID. OR COLUMN FOR 6"X6" MIN. FORMED CONTINUOUS PO ...... .............. GONG. SILL W 245 MID. PROVIDE 61, MIN. ..... .. ..... ..... -)e) E "x5" PROVIDE PENETRATIOND EA. ........... - 46" MAX. * FILLED CELLS W END 4 TIE TO 1 45 VERT. DONEL VERT. REINF. ...... ........... I.- W STD. ACI HOOK FOUNDATION OR EA. END a 4'-0" INTERMEDIATE 0/0 HHEN OPENING BEAM EXCEEDS *-0" AIDE SILL REINF. AT MASONRY OPENINGS (TYP.) — ------ --------- 3/4" = 1 -0 EX15TIN6 RE310 FLk LEVEL NOTE: RISERS ARE MAX -7-5/4" TREADS ARE 10" MIN. DEPTH 6.G. TO VERIFY ALL FINAL FEI6HT5 IN THE FIELD BEFORE CONSTRUCTION. ATTACH 5TRIN&ER TO NEW FT 4x4 W(2)1/2" DIA THRLIBOLTS INTO FT. 4x4 0 4" THICK CONC. BREAKAHAY SLAB ON .6 MIL VAPOR BARRIOR OVER CLEAN, WELL COMPACTED TERMITE TREATED CLEAN SAND FILL. USE 1/2" FELT EXPAN51ON JOINTS ALL AROUND HAND COMPA'T 5011. AROUND P051�- TYP.. CONCRETE LINTEL 5EE BEAM 50HEDUI E • SEE BEAM 5CHEPULE FOR REINFORCEMENT FILL COLUMN!i SOLID 10"X8" FILLED CELLS W PEA &RAVFL CONCRETE SEE PLAN AND COL" SCHEDULE FOR REINF rTy_-P� TYPICAL CHANGE IN BOND BEAM HEIGHT L BONE) BEAM (PER SCHEDULE) Hill 6"x6'" PRECAST �C_ �� LINTEL. _ 11 - 4% FILL COLUMNS AND LINTEL SOLID W GROUT [_ ] : f_ . — 15"x6" FILLED CELLS W 1#5 IVERT, (TYP) TYPICAL DETAIL LINTEL ON COLUMN TAP RAIL 2x HOOD OR PVC PICKET5--'_ 5PACED TO REJECT A 4" DIA SPHERE BOTTOM RAIL YP GUARDRAIL DETAIL TYP. PT2X2 MIN CONTIN BATTEN N/5/16" X 1-1/4" EMBEDMT TAPCON5 a 24" O.C. HALL 51ETION -.-I TYP NAILS 0.12 VIA. SHANK 316"DIA HEAD 1-1/2" LON6 o 6" O.G. (WHITE) \__ \----QUAD PANEL ALUMNINYL VENTED SOFFIT "AMC" �i-CHANNEL 0,0155 THK ALUM Wr-NAIL a 12" O.C. TO CBS 4 lb &A 1/4" 55 STAPLE W 116" MIN EMBEPMT a 24" O.C. TO PT 2X2 BATTEN. (MIN) A SOFFITATTACHMENT' DETAIL 4 OPTIONAL 2xl2 5TRIN&ER5 TYP a PIN& SECURED 'TO A P05T W ONE (1") 14 GE 5TL. STRAP W 4AIL5. FILLED 1/4" THK x(?"xl2" 5TL PLATE KELDEV TO TOP LEFT AND TOP RIGHT SIDES OFSTLANGLE BOX. SECURE H/W50' VIA) N.A. a v, O.G. INTO EACH PLATE. 4" MIN EMBED TYP. THRU-OUT --1/4" THK x2"x2" 5TL ANGLE hELPED INTO BOX SHAPE ADD DIAL SONALS - I EACH SIDE PANT ALL SURFACES FOR RUST PREVENTION "--1/4" THK 5TL CENTER RIB THK 5TL BASE BOLTED') TO HALL VDIA) N.A. 12" O.G. (3 MIN) 51ZE OF 25T SECURED TO SLAB 05T ANCHOR SHOT VV BASE TO BE DET['-.RMINED BY G.G. PINS TO SLAB AND To POST. FILLALL A/C SUPPORT DETAIL THEDEVON PROFE55IONAL A55UME5 NO LIABILITYFOR IMPROPER 5LOPE5, GRADES OR MEA5,IREMENT5. ALL FIOURE5 TO BE VERIFIED BY A LICEN5ED GENERAL CONTRACTOR IN THE FIELD BEFORE OON5TRUOTION. revisions no. dot( 0105iql`1001 PAR - dr PAR ChaNn ecked SS/PAR date, 4112114 5 ca I a 114" = P-O" (U.N.0) Job no. 14-041. Err Shawn M. Stambaugh, PE FL. LIC. 61850 - C.A. 26210 • project A QUANTUM ENGINEERING ASSOCIATES INC. Structural Engineering 0 Cost Segregation 300 AVENUE OF CHAMPIONS PALM BEACH GARDENS, FL 33418 561.202.6994 FAX 561.296.2494 VVWW_QE SOCIATES.COM THESE PLANS CONFORM TO FBO - 2010 ROOF FRAMING PLAN t SAFE ORA`/ 1Y LOADS FOR ,5" PREGA5T 4 PRE5TRE55ED U-LINTEL: SAFE LOAD - POUNDS PER LINEAR FOOT -� TiPE LENGTH � SU8 8F8-0B 8F8-1B OF12-00 8F12-18 SF16-M BF16-18 8F20-OB 8F20--1B 8F24-OB 8F24-1B SF28-1B 8F32-06 10IM-18� 2'-10' (341 PRECAST 2231 3069 4605 L_ a547 8974 10394 11 Bi� - 4605 6113 7547_ 8974 10394 11809 3`-6" (42' PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 - 6113 7547 8974 10394 11809 4'-0" (481 PRECAST 1966 2561 �2751 3820 4890 5961 7034 8107 2693 4605 -6113 7547 8974 10394 11809 4'-6" (541 PRECAST 1599 1969 2110 2931 4576 5400 6224_ 2189 4375 6113 _3753 7547Cor) 8672 10294 11809 5"-4" (641 PRECAST 1217 1349 1438 1999 �2560 3123 3686 4249 - 1663 - 3090- y 5365 7547(36 a34 19 8733(19 1012119 _ 5'-10'(70' PRECAST 1062 1105 1i73 1631 2 2549 3009 3470 1451 2622 43W - 71.!8L45 19 718 19 8328 20 6'-6" (781 PRECAST 908 1238 z177 3031 3707 4363 5061 1238 2177 348_0 538t 8380 1039 3 14) " 7°-6 (90 PRECAST 743 1011 1729 -2632 2205 2698 3191 3685 1011 1729 2669 3898 5681 6472(15 9`-4' (1121 PRECAST _ 554 699 1160 1625 25 -- 3486 .807(4 2816 3302 _ 752 --1245 180 2564 3486 4705 3 6390 47 10'-6-(126") PRECAST 475 -4890 1247 �2093 2777 2163 2538 643 1062 - 2093 2781 3643 38 4754(45 ll'--4"(1361 PRECAST 362 582 945 _1533 1366 1646 2423 3127 4006 562 945 1366 1846 2423 3127 4006 12'-0' (144" PRECAST 337 540 _ 8734 1684LL 2605 3552 540 873 _1254 v 1254 1664 _2193 2193 2805 3552 13°-4" (160"} PRECAST 296 471 -755 �_1075 1428 1838 2316 2883 471 755-' - 1075 1428 1838 2318 2663 14'-0■ (1681 PRECAST 279 424 -706 - 1002 1326 1697 2127 2630 442 rv706- 1002 1326 1697 2127 26M 14"-8"(176") PRESTRESSED N.R. NR �NR NR --NR NR NR NR458 -783 _ 1370 t902 2245 2517 2712 _ 15'-4" (1841 PRESTRESSED N.R. NR _. _ -NR � NR NR NR 412 .. _71�NR0-- ~ 1250 -NR - 1733 2058 2320 2513 17'-4' (2081 PRESTRESSED N.R. NR NR NR NR NR V NR� 300 _ - Se - - 9501326 —NR 1609 1849 2047 19'-4" (2321 PRESTRESSED _ N.R.R NR_ WR _ NR �NR NR NR 235 420 750 1037 1282 1515 T 1716 21"-4'(2561 PRESTRESSED N.R. NR NR NR NR NR NR 180 _NR _ 340 u 598 845 1114 1359 1468 22'-0- (2641 PRESTRESSED N.R. NR HIR NR NR NR NR NR 165 315 - 550_ 784- 1047 1285 1 1399 24'-0' (2881 PRESTRESSED N.R. NR NR u NR NR- NR- 129 250 �NR _ 450 -NR 654 ~ 884 1092 1222 NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR FIELD ADDED REBAR. SAFE LATERAL LOADS FOR :?.�T d F�RF� TRFr�F1i ei_I iN'ii' SAFE LOAD PLF LENGTH TYPE 8U8 - 8F8cmu 2'-10"(341 PRECAST 1293 1642 2135 N-6" (42') PRECAST 1025 1024 1830 4'-0- (481 PRECAST 765 763 1365 4"-6" (541 PRECAST 592 591 1057 5'-4" (641 PRECAST 411 411 734 5'-10'(70� PRECAST 340 339 607 6'-6" (78' PRECAST 507 424 721 534 483 357 7'-6" (90') PRE(A%-T 9'-4" (1121 PRECA,S,"T 326 512 227 10'-6' (126' PRECAST 284 401 178 ll'-4'(1361 PRECAST 260 452 152 12'-0-(1441 PRECAST 244 402 135 13'•-4"(160' PRECAST 217 324 109 14'-0'(1681 PRECAST 205 293 98 14 -8" (176' PRESTRESSED N.R. 284 89 15'-4" (1841 PRESTRESSED N.R. 259 82 17'-4' (2081 PRESTRESSED N.R. 194 63 19'-4"(2321 PRESTRESSED N.R. N.R. 148 125 51 42 21'-4"1(256' PRESTRESSED 22'-0" (2641 PRESRESSED 24'-O' (2887 PRESMESSED N.R. 116 39 N.R. 91 33 SAFE UPLIFT LOADS FOR r Pf GAST a SASE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 2'-10" t34" PRECAST 8F8--lT BF12-IT BF16-1T 4-1T 8F24-IT V28-1T 8F32-1T 8F8-2T 1972 8F12-2T 3173 BF16-2118F20-2T 44W 5747 8F24-2T 7034 V28--21 8321 BF32-ZT 9608 1972 -- 3173 4460 I 5747 7034 8321 9608 �_ - 3°- b" (42°) PRECAST 1569 2524 3547 450 5591 6613 7636 1569 2524 3547 4569 5591 6613 706 4 -0 (46) PRECAST 1363 �2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6U7 4'-6" (54") PRECAST I 1207 1940` 2724 35M 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 -----�-- 15'-4" (64' PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 _ 4924 PRECAST 909 -1492 2093 2694 3295 3897 4498 929 1492 ?09i 2694 3295 3897 4498 6'-6" (78" PRECAST 83512 1340 - 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 34A8 4038 7'-6" (91J")' PRECAST 727 23 1021® _ 1 72 21 11 2571 10 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (1 12`7 PRECAST 591 ^ 660 113XI5 1471 15 1811 15 21 16 2 15 591 851 1326 1705 2084 2483 2842 10"-6"(126� PRECAST 530 -552 914 15 11 15 1458 15 1,73 15 200715 530 6b6 _ 1183 1525 1865 2204 2544 11 `-4" { 136") PRECAST 474 �485 V 796 15` 1 15 1272 15 151 15 1749 15 494 599 1028 1422 1738 2053 2369 12"-0" (1 44"} PRECAST 470 9 441� 723 74 936 14 1151 15 1 15 1582 15 470 543 —_ 928 1349 1649 1948 2247 13'-4"(160� PRECAST _ 416 15 373- 6-D66,4 783 14 962 14 tf4114 132114 428 455 770 1145 1444 1718 1993 14'-0" (1138" PRECAST t5 - 34$ 559 14 723 14 867 14 1 14 1218 14 410 420 ,- 709 1050 1434 8 1694 8 1954 14'- 6" (176 PRESTRESSED 238 323 - 519 13 67113 8a3 13 976 14 11 14 246 390 655 968 1324 8 1625(11 187 11 15'-4"{lE1q� PRESTRESSED -224 485 13 62S 13 767 13 909 13 1 13 230 --302- 364 609 897 1224 8 156 14 1801 14 17'-4'(2081 PRESTRESSED 167 - 255 --404 12' -520 12 s37 12 754 to B72 12 - 192 303 500 732 993 8 12 14 1470 14 19'-4'(232' PRESTRESSED _ 162 222 347 11 - -- 496 11 - 546 12 646 12 746 12 166 261 424 616 831 8 1057 14 1 14 21'_4• (256") PRESTRESSED 142 198 309t3 11 393 11 480 11 567 11 04 11 142 230 369 53t 713 903 13 100 13 22'-0" (264� PRESTRESSED 137 192 a95 101 376 11 461 10 545 11 629 11 137 229_ 354 508 681 Q 861(13 997 13 " 24' 0 (2Ei8 7 PRESTRESSED 124 _ a 175 267 10 341 1U 416 10 491 t0 566 10 124 200V 318 450 800 756 (121 875 13 SEAM SCHEDULE _ REINI~;;7RGIN6 - #5 HL'+OPS MARK 51ZE TOP 2fID BTM OR 57IRRUP5 REMARKS - TYP MA50NRY BOND BM CONTIN UNLE5 OTHERWISE NOTED BB -I 6"x16" 1#5 - - NONE fZ5-OD. 2 GUUR5E5 FILLED L-I b"xb" I#5 - NONE REOD. CA5TCRETE H1GH STRENGTH LINTEL - - _ UNFILLED ---- CA5TCRETE HIGH 5TRENGTH DOOR 1--2 b"xl2" i#5 - I#5 NONE READ. ALL COUR5E5 FILLED CA57CRETE H16H 5TRENOTH LINTEL. L-3 b"x14" 1#5 - 1#5 NONE REOD. ALL C4XR5E5 FILLED L-4 b"xl6" 1#5 - i#5 NONE READ, CA67CRETE HI6H 5TREN6TH LINTEL (2) COLR5E5 FILLED CA5TCRE7E 1416H STRENGTH LINTEL L-5 61520" 1#5 _ I#5 NONE REOD. ALL G0UR5E5 FILLED CA37CRETE HIGH 57RENC7H LINTEL. L-6 6"x22" 1#5 _ I#5 NOW REOD. ALL aVZW5 FILLED CA57CRETE H16H STRENGTH LINTEL L-1 b"x32" 1#5 _ 1#5REOD. (4) COURSE5 FILLED CA5TCRETE HIGH 5TREN57TH LINTEL L-b 6"x2b" 1#5 - 1#5 NOW REOD. ALL C W6E5 FILLED # • • ` PLAN • THE DESIGN PROFE55IONAL A55UME5 NO L I ABI L I'TY FOR IMPROPER 5LOPE5, GRADE5 OR MEA5UREMENT5. ALL FIOURE5 TO BE VERIFIED BY A LICENSED GENERAL CONTRACTOR IN THE FIELD BEFORE CONSTRUCTION. rovi5ion5 no. dC designed PAR drawn PAR checiGed 55MAR date 4172114 S c a l e V4" = P-0" (U.N.0) Job n o . 14-041 . ETT Shawn M. Stambaugh, PE FL. LIC. 61850 - C.A. 26210 w0 i r • • LO project Q-EA QUANTUM ENGINEERING ASSOCIATES INC Structural Engineering Cost Segregation 300 AVENUE OF CHAMPIONS PALM BEACH GARDENS, FL 334 561.202.6994 FAX 561.296.2494 iraNinq • FRAMING PLANS sh�� �• of THESE PLAN5 CONFORM TO FBG - 2010 rovi5ion5 no. dctE SEE TRUSS CONNECTOR SCHEDULE SELECT CONNECTOR 5HOIAN ON BRACING PLANS INSTALL PER. MFR. 5PECIFIGATION5 ��E�FLAN A- -Tr-,O. klALL GONG. TiE-6LAM OR BOND 13EAM Ct-v WALL MIN. 015TANCE TO EDGE OF WALL OR COL. SIDE REAR 51MPWN MODEL No. QTY. FA5TE-NER5 -10 AL E UPLIFT (133%) TRL65 MA50NRY OR GONG. 1 IS-5V5 1/4"x5" 2-1/2"x5" TITEN HIP 5000 L55. F&TR 2 56-5L-6 1/4"Z" 4-1/2"W TITEN ft) q . 400 LB5. F&TRHJ-JR I 0-505 1/4"x3"'- TITENHD3b50 LE!5- j BLOCK OR MA50NRY COLUMN 5EE PLAN 2X F.T. FASTEN TO COLUMN HI 1/2" 0 WEDGE ANc+4OR5 a 24" O/r, VERT. 4 6" MAX. FROM ENDS EXTERIOR WALL 5HEATH/N& 5EE 5+lEARktALL SCHEDULE FOR NA/LIN& REWREMENT5. HOLD 5HEAT]HIN& AhAY FROM MASONRY WALL 1114' MIN. OR MA5ONR'r COLUMN 5EE PLAN 2X P.T. FASTEN TO COLUMN W 1/2 IP kt-D(L ANCHORS & 24" O/C VERT. 4 6"VIAK FROM ENDS EXTE1 ,'IOR WALL e+EA7HIN6 SEE 5 .4-EARkiALL SCHEDULE FOR NAIL/N6 REQUIREMENTS. FASTEN TO END STUD W 16d NAILS AT 12" 0/( , VERT. 4 6" (MIAX) FROM ENDS NOTE: USE 3"x3"xI/4"5'fL, KA5HER5, TYP., EA. ANCHOR. As CONNECTION DETAIL 11/32" ROOF PLYWOOD. RAIL PER DIAPHRAGM SCHEDULE PRE-EN6. HOOD TRU555 SEE TYP. HALL SECTION FOR ACTUA- HEEL AND O.H. CONDITIONS -U5P RT16A or RT16-2 CLIP W (q) 10d x 1-1/2' NAILS TO TRU55 4 (b) lod NAILS TO PLATE STRAP DBL. TOP PLATE TO ELEV. 5I"U05 W U5P '15FTH4,6 OR ?,' 2x 5TUD5 U-5TRAP OVER TOP PLATE AND o 161, 01r, DOHN EA. SIDE K'(6) 10d NAILS (5EE PLAIN) (TYPICAL) SOLID BLOCKN6 a 4'-0" Olt; VI'--RT. MAX. MAX. FI MAX F2 MAX. = 645,v As CONNECTION DETAIL CONC.TIE-E3EAM OR DCX5 E MASONRY BOND BEAM REWIRED PER 50HEDULE (2) 2x4 P.T. OL OCKiN& BETWEEN TRU55E15 s ANCWXC-0 70 TOP OF LEDGER WITH 16d NAILS a 4>" 0,1C U5P "H TA.2,' ) " EMBED 3 TRAP at 4'-0' o1c 1-112' LO. NAIL LtiEATHINO To TRU55 AND BI-OCKIN67 PER DIAPHRAGM 5CHEXLE. HOLD 5HEAMN6 114" BACK OFF MASONRY x. -fill . �� I -- 0 FLOOR 40 rRL65 (2)2x12 P T. cot4 rvov6 ATTACH TO MA50KRY W SECTION 516H VIA. PEPOE Aw-Hop5 ELEV. # 12" O/C MAX. TYP. h/ 4' MIN. EMBED. CONNECTION DETAIL 6ECURE TO C71ROE-R W 4) 10d NAIL5 5ECURZ- TO P05T W 4) 10d NAIL5 FLOOR S+EATHA& NAIL PER. SCHEDULE BLOCK PER FRAMIN67 PLAN 2x6.5W5 16'01C STRAP STUDS TO W)SP M57A24 W(l) lod NAIL EACH MEMBER 0305# LA) �7 PRE -ENS. k0. TRU55E3 BLOCK PER PLAN EXTEND WALL -c+EA7H/N& TO TOP CHORD OIROER TRU.5-5 SE E FRAMINO PLAN PRE-EN5. FLOOR TRU5.1-11 5 5EE FRAMiN& PLAN CONNECTION DETAIL `,VERIFY H/ TRU55 MFR. PRIOR TO FABR. xx 411 PRE -ENO. 2" 2" k0. &IRDER VERT. BLOCK BY TR155 MFN (2) 5/&" 01A. TJH;ZU-BCL 75 114" 774. k&-DEV 5TEEL5EAT. FASTEN TO MA50NRY W144' x 2-5/,;` L6. TAPCON5 4 TO CONCRETE WY4' x 14/4" LIS. TAPOON5 U5P MODEL NO. FA3TEWR-5 ALLOWABLE LOA05 (LB3) MA5ONRK HEAVER J00T UPLIFT (1551) MA50NRY 0001%) WH21OLIR b-TAPCON5 -10& - 1505 l790 5*c100R--2j b-TAPCON5 10-10d 1545 1q30 5KH410LA IO-TAPCON5 10-161A :15=65 2240 TYPICAL TRU55 PRE -ENO A000 TRU55 5EE U51? k-' TYP AAU 5ECTION FOR ACTUAL BLOCK HEEL AND O.H. CONDITION5 x2' 5EE OTHER DETAIL FOR CONNECTION. b14"XI-1 5TRAF DBL. TOP PLATE TO 57W i. w U5P' ,5PTH6, u-5TRAP OVER ELE'v . TOP PLATE AND DOWN EACH 51D --- IAV (6) IOLI NAILS (TYPICAL) 5TUD5016"01C.ALLION 5TUD5 W STUDS BELOW. BLOCKIN& 0 4'-0" 010 VERTICAL MAX. OR AT PANEL JOINT CONIT.2x4 RIBBON W 5-16d NAILS EA. STUD ATTACH TOP CHORD OF TRL65 TO 05L. TOP PLATE WI-16d NAIL 6" O/c ----.-5TRAP UPPER BR6. WAIL TO LOWER BRO. KALI. kV U5P M5TA24 STRAP AA-10d NAILS EACH MEMBER PRE-ENO.A00D FLOOR TRU55 -WALL SHEATHING NAIL PER DIAPHRAGM SCHEDULE -2x 57LD5 0 h'01C. STRAP DBL. TOP PLATE TO 5TUD5 K-' U5P '5PTH6" U-5TRAP OVER TOP PLATE AND DOWN EACH SIDE KI (6) 10d NAILS (TYPICAL) )NED&E ANCH. a (240 01C) AND 6"' HM. FROM OPENINC75 h13'X3 "X/Af " STEEL XA54ER3 EMBED (4' ) MIN. A6 CONNECTION DETAIL X-BRACE BETWEEN EVERY TRwb5 PV 2x4 5P 4 (2) l6d END NAILS; EA. END TRUSS f-fNFR. TO - PROVIDE PqEB AT BEARING. 1/4" 12 CONNECTION DETAIL 5 -HEEL COLUMN 3EE-,:)CHErVLX CONNECTION DETAIL FASTEN TO MASONRY W)4' x 2-5/41 L6. TITENS 4 TO C-0N6FXM Y0140 x 2-4" LC,- TITENS bIMP50N FA57ENER5 ALLOMBLE LOADS (L&,) MODEL NO, MASONRY HEADER JO/5T UPLIFT (1313%) MASONRY (100316) b-TITEN5 4-10dxl- 5715 W2b-.2 14-TITEN5 6-10d /01135 4350 HU210-2— 16-71TEN5 10-10d 010 50,55 HU410 I lb-TITENS 10-10cl 010 50435 HU210-3 14-TITEN6 6-10d ROWS OF lod NAILS a 4" 0/6 5/&" ROOF PLYWOOD 0-i,<A6 &IRVER TRU55 5jMF5ON LTP4 CLIP a b" O/C "2x4 HOOD 5HEARKALL, SEE PLAN IN LIEU OF CLIPS, THE PLY&00 MAY BE EXTENDED TO TOP OF CHORD AND NAILED TO BTM CHORD WITH lod NAILS a 4" O/C MAX 5TA66ERED. "WALL To BE CON5TRLrTEV AFTER TRUSS PLACEMENT 4 INITIAL DEFLECTION HAS OCCURED. MAI J /0 x 45AMIO CLIP a NO W (4) 5/16" ON6 TAPCON5 To BEAM 4 (4) 12" 50REH5 TO BLOCKING I I I 2x6 P.T. BLOCKING0 6-0 o/c FASTEN EACH END TO TRU55 K/ 5-1 U5P H&AM10 CLIP ALONG TRU55 s 3/16" xT LON6 TAPOONS To BEAM 5CREk,6 To TRV5 BTM. CHORD GONG. TIE BEAM or MA50NRY BOND BEAM (5EE PLAN) F1 5/4" FLOOR 5HEATHIN6 U5P HTA:20 EA. TRUSS PV (10) lod NAILS TYPICAL SEE PLAN T.C. Ml-L 2x4 F.T. SILL BLOCKINO w/ 0.145"4) x5" L6. P.A.F. a 12" 0/0 BEAM CONC. OR MASONRY 111111liq JI 0 I EDGE NAILING ALONG BLWO x 6-0" LONG 0105iC3n0d PAR 2x6 BRACE a 6-01 01r, draNn PAR K/ (10) 16LI NAILS, EA. END Is h e, If, ICED d 53A-AR clote, 4112114 5ccl c 114' = P-O" (U.N.0) job no. 14-041. ETT —T.O. WALL cfE PLAN 5d NAILS 4'-0" 014; W (4) 4 (4) 1/4"XI-1/2" THE DE-51ON PROFE55IONAL A55)ME5 NO LIABILITY FOR IMPROPER 5LOPE5, ORADE5 OR MEA�kIREMENT5. ALL FlOURE5 TO BE VERIFIED BY A LICEN5ED GENERAL OC")NTRACTOR IN THE FIELD BEFORE 6c'.)N5TRUCTION. Shawn M. Stambaugh, PE FL LIC. 61850 - C.A. 26210 0 0 project -EA QUANTUM ENGINEERING ASSOCIATES INC. StructuralEngineering 0 Cost Segregation 300 AVENUE OF CHAMPIONS PALM BEACH GARDENS, FL 33418 561.202.6994 FAX 561.296.2494 WWW.QEASSOCIATES.COM 101:2 EA I s h c c A-6 TW-5E FLAN5 CONFORM TO FW - 2010 2 pw =105039 PERMANENT 2x4 DIAGONAL. 5RACE RE5TRAINT IN THE PLANE OF THE NEARE5T PCO MEMBER AT 20'-0" INTERVAI-5 AT APPROXIMATELT 45 DEGREE ANGLE. FA5TEN TO TOP 4 BTM. CHORD5 HITH 3-16d TOENAIL5 AND TO LATERAL BRACE HITH (5) IOd NAILS EACH INTER5ECTION. (REF: 0051 i-03), HORIZONTAL BRIDGING Nil-i A MINiKUM:2x& 517RON&BAcK AT b'-O" O/C. FASTEN TO EACH TRU55 HITH 3-10d NAIL5 AND ATTACH TO KALL5 OR OTHER RIGID POINT AT EACH END (REF: BC51 1-05). PROVIDE OVERLAP OF AT LEAST (5) TRU55E5 (FLOOR ONLY). PERMANENT 2x4x(,ONT. L;0JLRpoL ORACN& IN THE PLANE OF THE 5TRUCTURAL B07TOM CHORD OF THE TRL55E5 AT 6-0" 0/0. FASTENHITH2-10d NAILS IN EAC14 TRU55. PROVIDE OVERLAP OF AT lZ-A5T (2) TRU55E5 (ROOF ONLY). ZONE6 1 4 2 (5EE DIAPHRAGM ZONE 5 (55EE DIAPHRAGM -';6HLVULi:l) 1. BRACING 55HONN 00E5 NOT INCWOETEMPORAR"K ORACINC? REQUIRED FOR THE ERECTION AND INSTALLATION OF TRU55E5 PRIOR TO THE INSTALLATION OF PERMANENT CRO55 BRACING AND WEB LATERAL. BRACING REQUIREMENTS. TEMPORARY BRACN6 15 THE RE.5PON51BILITY OF 774E TRU55 IN5TALLER AND SHOULD REMAIN IN PLACE A6 LONG A.5 NECE56ARY FOR THE SAFE AND ACCEPTABLE INSTALLATION OF THE ROOF OR FLOOR (REF: BC51 1-05). .2. PERRANENT WEB LATERAL 6RACiN5 15 TO BE N3TALLEP A3 5HOM ON THE INDIVIDUAL TRi65 DRAKN66 (WEB LATERAL. BRACING /6 NOT SHOWN ON TH15 5HEET). PERMANENT WEB LATERAL BRACING 15 TO BE RE57RA/Wr2 TO PREVENT LATERAL MOVEMENT BY 50LO ANCHORA6E TO END klALL.5, OR BY PERMANENT DIA60ML BRACING (NOT 5HOAV IN THE PLANE OF THE WEB MEMBER AT INTERVALS NOT TO EXCEED 20 FEET ALONG CONTINUOUS AM BRACE (REF: BC61 ON, Wil 011 ft"NsM, , M., M; , W- 5. REFER TO TFI / k4CTA BC5! "),iLNTAR( AND RECOMMENVATION5 FOR HANDLIN6, INSTALLATION AND ,5RACiN& METAL PLATE CONNECTED WOOD TFV56L5 , APPEP01)(C, FOR RECOMMENDED 5E6XENCE OF IN5TALLIN6 BRACING COWONENT5. 6. THE 6TRZTLIRAL ADErAVACY OF THiINOW DUAL, OE-5i&6 TO WITHSTAND GRAVITY AND WIND L-OADIN66 AS AIELL A5 61RDER WNNECTION5 AND LOADS ARE THE RE5POK5I5/L/Tr OF THE TRU55 DE516NER. ANCHORA6f OF THE TRL65E5 AND OIRPERS TO THE SUPPORTING 5TR0(,nRF TO PWTH67,4N0 WIND UPLIFT /5 THE RE5PON51BILITY OF T)-IE- PROJECT EWNEER OR ARc,H/7rc,T. 7 FOR THE ROOF'P05ITIVE $ NEGATIVE FRE3-53URE AND Ma-T5 THE THE BRACING FOR �,-(5TEM 6 DESIGNED FOR BOTH RECAVIRD-IENT5 OF 2010 FBC. TRUSS CONNECTOR SCHEDULE MARK u6p CONNECTOR FA57LNER3 PER T1 5 CONCITIE-BEAM ALLOWABLE UPLIFT ]PARALLEL 5IN6LF DOUBLE STRAP 5TRAP LOAD (r2) 5INr7LE DOUBLE 5TRAP 5TRAP PERFEW. LOAD (F/) 51N61-E DOUBLE APPROVAL 57RAP 5TRAP TC-1 HTA 12 W lod x 1-112" 1600 # 3200 660 # 1520 # 590 # Ilbo # FL e59 TC-2 - HTA 20 0 10d x 1-1/2" - 1615 # 3230 # 660 # 1320 # 5q0 # 1160 # FL 65ll TC-3 RT161-f 111) 10d x 1-112' (4) //-4" x 1-514" TAP. 13115 # 27qo # '�'po # '*0* 630 # 1260 # F-L 107,3q TC-4 H&AM10 (4) //4x/-1/2'Ld- (4) 114- x TAP.q15 /075 # .2150 # 740# 14e0 # FL b/,l ALLOWABLE LOAD5 ARE BA5W ON L6P CATALOG 56th Ed. 2) BLoR MAY USE LONGER 5rRAPS or- 5Ate TYPE 5PEcinED. 5) u5E rmovmzw NAILS AS SPECIFIED BY MANUFACTURER. 4) TAFOON5 SHOULD BE LCYATEV AT THE FARTHEST POINT FROM THE TOP OF TI-E BEAM. 5) PROVIDE APPROVED M015ILRE BARRIER PLATE OR BUILDING PAPER BETW!EN MASONRY WALL AND EACH TRUSS. DIAPHRAGM SCHEDULE DIAPHRAGM NAILINO PANEL FRAMING DIAPHRAGM ZONE I zow 2 ZONE 5 BOUNPRIE5 W&E INTER. -EDGE T INTER. EDGE INTER. LOCATION PAWL &RADE THICKNESS SPACING REMARK5, APA RATED 5HEATHINC7 ROOF EXPO-aVRE I 114, O/C lod lod loci iod rOd lod 10d BLOCKED A5 5FAN RATING 40120 141321, MAX. 4- 01C 4 " O/C 6" OIC 4 OIC 4 OIC 4 O/C 5WPqN ON PLAN APA RATED 541EATHINc7 5ECOND 5nr<0-/-FLOOK OR EQ. 24" O/C lod /Old lod GLUED AND OLOCKEO FLOOR 5PAN RATING 46124 25,132- MAX. 6"" O/C 6'1 o/c /011 o/c A5 5HOM ON PLAN NAIL CORNER 5TV05 - APA RATED SHEATHING EX I, OR EQUAL �RATIN6 160, O/C iod lod lod AT 4' O/C MAX. TYPICAL WALL NO I 5EPPAP40120 lql'32 MAX 4" 01C 4" O/C 6' 016 BLOCK FREE W&C-6 260 MAX UPLIFT ol TRU55 I'll tell] • a. ED6E STRIP DEFINED A5 THE i ft'55ER OF Jo.% OF LEAST HORIZONTAL D0,ENnoN OF BUILDIN5 OR 40% OF HE16K H BUT NO'l LE55 THAN 4% OF LEA57 HORIZONTAL 01MEN51ON ,-,P BUILDING AND AT LEA5T 3 FT. ROOF ZONE PRE55ORE5: ZONE I= 423 P5F. ZONE 2 t 5= 13.6 P5F. --+EATHINO C-OMMRC-551ON WEB 5LOPIN6 OR VERTICAL CONTINUOUS PERMANENT LATERAL BRACING (C.L.5) PERMANENT DIACONAL 5RACE NAILED TO OPP 51VE OF WEB PREVENT5 LATERAL MOVEMENT AND SHOULD BE REPEATED AT APPROX. 20 FOOT (NTERVAL6 CEILIN& FIGURE 36: PERMANENT VIA60NAL BRACIN& iN THE PLANE OF THE WEB MEMBER5 CRO55 Fla)RE 57�- PERMANENT BRACING IN THE PLANE OF ThE kdD5 FOR PITCHED TRU55E5 HORIZONTAL BRIDGING HITH A MINIt-VM 2x6 5TRON6BACK CONNECTION TO EACH TRU55 HITH 3-10d NAIL5 AND ATTACHED TO KALL5 OR OTHER RIr7lV POINT AT EACH END (REF: 9051 1-05). PROVIDE OVERLAP OF AT LEA5T (5) TRU55E5 (FLOOR5 ONLY). -—SEE PLAN FIGURE 36; PERMANENT BRACING IN TIME PLANE OF THE PEL35 FOR PARALLEL CHORD TRU.55E5 LATERAL BRACE PERMANENT kT:B DIACONAL CRO55 BRACING 5ROUP or k400p IkEB MEMBER5) LATERAL BRACE FlaM 3cf; PERMANENT BRACING IN THE PLANE Of' THE hW5 THE DEVON PROFE55IONAL A55UME5 NO LIAE31LITY FOR IMPROPER 5LOPE5, ORADE5 OR l'llEA5)REMENT5. ALL FIOURE5 TO BE VERIFIED BY A LICEN5ED GENERAL CONTRACTOR IN THE FIELD BEFORE GON5TRUCTION. I "Ap designed PAR drawn PAR GheGked 551PAR date, 4112114 R, FRI or. Z a o 114m = P-O" (U.N.0) jOb r0. 14-041. ETT Shawn M. Stambaugh, PE FL. LIC. 61850 - C.A. 26210 9% 1 0 r oj o c Q-EA 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 - 7 of - THEH: PLANS CONFORM TO FBO - 2010 2ND FLOOR ELECTRICAL PLAN (I) ,5ET5 OF (3) #2/0 A1^6. 7 IN I-1/2" CONDUIT (I)5ET OF (3) $2/0 AW6. THr IN 1-1/2" CONXIT ---� I PANEL. ` d DI5G 200A A 1 $ 4 CU. OND. WIRE 1 ✓ 4, r am' A-,i rEf< P/Fi t--5/i3" 6DX f0' CU 'LEMENTAL &ROUN AND TO ONE REiNFORCEINO BAR IN THE FOUNDATION 20'-0" LON57 Mik 100% '',GALE. 5RKIRI WIRE RIP TION # # DE5CRIPTION 51ZE `Ai RKR GALL. 100% 10,000 .... A 0-(2) ......... RZ 1#q&AHU#1 1 54 2 001 #v f 0-(2) .. A .... A .... - 5,000 . 3042) ......... R #10 DRYb� .. . 5 6 . RANGE # Pa. ........... ............. - ............... - 2 I00 20-2 R2 #12 D15FV06HER DISPOSAL c1 11 10 OLD CARPORT 412 R 20-0U 1,500 12 HASHER #12 R 20-(1) 1,500 - - 1500 20-0U R #12 RETRIO. 1314 MICR:OHAVE #12 R 20-(1) 1,500 - - 11500 2041) R #12 APPLIANCE — 15 16 HP 6FI #12 RR 20-(1) 1,500- - 1500 20-(1) R #12 APPLIANCE �� ii Ig� AP 6Fi #12 _R 20-0) 1,500 - B 366 15-(I) R #14 BREAKFAST Ial 20 KITCHEN LT6. #14 R 15-(I) 366 B B 366 1541) R #14 BREAKFAST _ 21 22 SMOKE DET.` #12 ^ flu :20-(I) 400 - B 366 15-0U R #14 LIVING RM :2-23:24 M BATH #14 uR 15-0) 36b B B 366 15-(1) R #14 LIVIN& RM 25 26 13EPROOM #14 R 15-(I) 366 B B 366 1541) R #14 HAIL_LITE5 zipzipe BEDROOM #14 R 15-0) 366 B - 1500 2041) R #12 I.C. / ALARM_ 241 5C BEDROOM #14 R 15-(I) 366 B H 366 Is -(I) R #14 M 5EDRM r 31 3 FLD005. #14 R 15-(I) 366 B B 366 15-(1) R #14 M BEDR2M 53 54 BEDROOM #14_ R 15-(I) 366 C3 - - SPACE - 3 -:56 IN5TAHOT #6 R 042) 6500 - - - - - - SPACE 3-1 3 - - - SPACE 5014G 4 INETAHOT #6' R 42) ................ 6500 - - - _ _ - SPACE 411 10,00 16,262 A.I.C. RATINC, 10,000 55,062 - TOTAL ALL PANEL5 Ist 10,000 at 100% REMAINOLR AT 40% A/C LOAD AT 65% TOTAL = 10,000 16521.6 6500 35,0211.60 / 240 = 13i.64 AMPS ELECTRICAL SYMBOLS DUPLEX RECEPTICAL AT 12" A.F.F. 5 YTCH 51NOLE POLE � TELEv&ON JACK PREKRED ; 5MOKE DETECTOR g F.P. &L. METER 8 0I5G. DAT BA5rREGEPTIGAL 'r5 I THREE WAY A 2 A.F.F. IGAL C1J D15CONNECT ER PANEL Q DUPLEX R 6EPTICAL 5WITGH T O HVAG p PADDLE FAN EXHAU5T IIG AT e" A3V COUNTER 4 FOUR WAY THERMOSTAT W/ OR WO/ LIGHT FAN (D DUPLEX RI=CEPTICALj FLUSH IN FLOOR R SWITCH RH105TAT INTER,OM AT 60" A.F.F. FLOURE5GENT LIGHT FIXTURE F EXHAU5T FAN DUPLEX ,REGEPTIGAL SWITCH TELEPHONE OUTLETS INCONDE5CENT LIGHT LV DOOR OFI GROUND FAULT I ® DIMMER AT 12" A.F.F. FIXTURE GLG. MNTED. RELEA5E ((j DUPLEX REGEPTICAL qj SWITCH TELEPHONE OUTLET ) INGONOE5GENT LIGHT rv/ VOLUME II TOP REG. SWITCHED rK KEYED FLUSH IN FLOOR FIXTURE WALL. MNTED. Y CONTROL Q� (� DUPLLX REGEPTIGAL WATERPROOF © I 3EGURI77' KEYPAD SPEAKER IN GLG. HI HAT CLO. MOUNTED JUNCTION LEAK}TY l Hl HAT VAPOR PROOF rH 5.0. CAN COORDINATE H/OHNER THE GERNERATOR POHER REQUIREMENT5 t PANEL CONFIGURATION FOR ADDING A PORTABLE EMERGENCY GENERATOR. METER FINAL LOCATION BY G.G. ELECTRICAL L PLAN 50ALE : 1/4" = 1'-•0" ELECTRICA►L NOTES: A. HEAT 5TR,P LOAD 60VERN5 OVER GONDEN50R UNIT LOAD. B. 6ENN- AL LI&HTIN6 CALCULATED 0 1,704 (SQ.FT) x 3 NATTSI-SaFT') = 5,112/ 14 (6ENLT6.CIR) = 365.14 (WATT5/EA) C. CONDUIT SIZE'. OR 366.0 WATT5 D. 5EE 5U54`ANa CALCULATION5. R. BRANCH CIRWT5 RUN IN ROM1CX D1500NNECT GALGULATION5: PANEL 'A' TOTAL (NO A/C) = 51,324 Ist. 10,000 ■ 10036 = 10,000 REMAINDER 0 40% = 1652q.6 AX LOAD 0 6536 = 6500 TOTAL A' 33,o '.60 / 240 = 157.64 AM A.I.C. CALCULATIONS (2 x 40 x 26,I04)/(5000 x 240) = 1.75 1I+1,75=.56 .36 x 26)g4 = 4525.Oq A.I.G. OF 5ERVICE- = g525.Oq A.I.G. RATING OF PANEL = 10,000 NOTE:----------1 GENERAL CONTRACTOR TO COORDINATE FINAL HVAG LAYOUT WITH TRUS5 COMPANY BEFORE 'iRU55E5 ARE BUILT. NOTE: —_-_ ---� ALL BEDROOMS MU5T HAVE ARC FAULT INTERRUPTION L_.___-__—_—� rPrt'')TE TO 6ENERAL CONTRACTOR: ALL ELECTRICAL TO BE FIELD VERIFIED BEFORE IN5TALLATON WIR-aE.D of THAT A CARBON MONOXIDE, ALARM SHALL BE INSTALLED IN ACCORDANCE WITH F.A.G. RULE 0-33. 7WITHIN E'EN FEET Or, EACH ROOM USED SLEEPING PURPOSES. THE DE51I6N PROFE55IONAL A55UME5 NO LIABILITY FOR IMPROPER 5LOPE5, ORADE5 OR MEA1,51)REMENT5. ALL FIOURE5 TO BE VERIFIED BY A LICEN5ED GENERAL CONTRACTOR IN THE FIELD BEFORE CON5TRUCTION. rovisions no. dot designed PAR drawn PAR Chockod 5-5/PAR date 4112114 500 i e 1/40 = P-Ou N.N.0) Job n o . 14-041 . ETT Of LL project Q A QUANTUM ENGINEERING ASSOCIATES INC. Structural Engineering 0 Cost Segregation 300 AVENUE OF CHAMPIONS PALM BEACH GARDENS, FL 3341t 561,202.6994 FAX 561.296.2494 5hcpt i A V x of THE5E PLAN5 CONFORM TO FBO - 2010 2ND FLOOR MECHANICAL PLAN! 1ST FLOOR MECHANICAL P 50ALE : 1 /4" = 1'--0" FOR --. _ •_ OR MEA5L)REMENT5. ALL FIOURE5 TO BE VE"FlIFIED BY A LICERBED 6ENERAL CONTRACTOR IN THE FIELD BEFORE OON5TRIJCT�ON. de511ned PAR drawn PAR Ch0G�,ed s5/PAR d a t e, 4112114 50016, 114" = P-O" (VAO) Job n o . 14-041 . ETT ry • • • QUA QUANTUM ENGINEERING ASSOCIATES INC. Structural Engineering 0 Cost Segregation 300 AVENUE OF CHAMPIONS PALM BEACH GARDENS, FL 33418 561.202.6994 FAX 561.296.2494 I I MECHANICAL PLAt Sheet ts of