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HomeMy WebLinkAboutBUILDING PLANSFFLORIDAWILDINC7 NOTES FOUNDATION NOTES MASONRY NOTES PLAN NOTES (GONTb) ELECTRICAL NOTES GTION: GLA55 V, UNPROTECTED, 6ROI1P R3 OGGJPANIGY PER I. CONCRETE UNITS TO BE ASTM G 90 Ilb. ASTM GRADES NI OR NIT. PROVIDE PRECAST I. A PERIMNENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED 8. STRUCTURAL WOOD AND TihffiLii FRAMING SHALL CONFORM TO THE 'TlhffiEi2 CONTRACTOR SHALL VERIFY WITH F.P.EL. THE LOCATION OF SERVICE AND SHALL I, FLOOR SLAB T I BE 4' THICK POURED N CLEMTE SLAB MP T X b X NAMIA THE CONSTRUCTION MANUAL" AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER ODS 51H EDITION (ROTA). LINTELS A5 NECESSARY. (f'm = 1500 P51) FOR REINE:PEGTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN LOCATE METER t PANELS A5 REQUIRED. W14M• ON b MIL VISQUEEN (OR EQUAL) ON GLEAN WELL COMPACTED FILL PRE TREATED SHALL BE P05TED NEAR THE WATER HEATER OR ELECTRICAL PANEL. CONSTRUCTION. FOR TERMITE5. WVBMI SHALL BE LOCATED IN THE MIDDLE TO UPPER HALF OF THE SLAB ALL FOLLOW THE FLORIDA E3UILDIN6 CODE A5 ADAPTED BY THE 2. MORTAR TYPE M PER ASTM G 2T0-08a. 2. ALL WIRE SHALL BE THHN COPPER, UNLESS NOTED OTHERWISE. DEPTH AND MUST BE SUPPORTED AT 3-0 O/C EACH WAY WITH APPROVED MATERIALS. q. ALL WOOD IN CONTACT WITH MA50WY OR CONCRETE SHALL BE FRE55URE TREATED. COUNTY AND ALL APPLICABLE AMENDMENTS. 2. PROVIDE 3' STEEL RYE 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, EHW, WA5HB2/DRYBZ LOCATED IN THE GARAGE AT FLOOR LEVEL PER F.D.C. 3. WHERE REQUIRED By OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE 5. BUILDER SHALL COORDINATE ALL THE WORK OF ALL TRADES. 2. ALL REINlFORGIN6 STEEL TO BE 6RADE 60. MECHANICAL CODE. CEMENTITOU5 MATERIALS AND THE WOOD AS PER CODE. COPPER OF EQUAL AMPACITY. A. CELLS LINTEL5 AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED IN5000 P51 3. GOLUMN AND WALL CENTERLINES SHALL COINCIDE WITH FOOTING CENTERLINES UNLESS 10. BUILDER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACINS AND 4. BUILDER SHALL REVIEW DRAWINCfS IN THEIR ENTIRETY BEFORE STARTING WORK THE OTHERWISE NOTED. PEA GRAVEL CONCRETE. 3. PROVIDE Ix2 P.T. FIRE5TOP VERTICALLY AT THE CEILING AND FLOOR LEVELS. 4. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED GABLE. BUILDER SHALL ACCEPT FULL RESPONSABILITY FOR ANY ERRORS OR OMI5510N5 NOTHORIZONTALLY AT INTERVALS NOT EXCEEDING 10'-0', AND ALL OTHER LOCATIONS FOR BRID61N6 USED DURING ERECTION OF TRUSSES AND STRUCTURAL 5LA55 TO PREVENT REPORTED IMMEDIATELY IN WRITING TO THE ARCHITEGT. BACKCHAR6E5 WILL NOT BE B. THE MIX DE516N SHALL BE APPROVED BY THE ENGINEER F.B.C.SECTION R502.II. COLLAPSE OR DAMAGE, 5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO ACCEPTED DO NOT SCALE DRAWIN& 4. FOOTING OM16N BASED ON ASSUMED SOIL BEARING CAPACITY OF 2500 P.S.F., CONSTRUCTION. CONTRACTOR TO SUBMIT 501L BEARING TEST RESULTS OR 501L BEARING CAPAGITY C. ALL CONCRETE SHALL BE OF A FLUID CON515TENCY WITH A SLUMP OF q'-II' MAX., WHICH 4. ALL 6LAZIN6 WITHIN 24"(48' IN HVHZ) AND PARALLEL TO A DOOR SHALL BE AI. HEADERS FOR FRAMED OPENIN65 GREATER THAN 6'-0' MUST BE ENGINEERED AND 5. SUBMIT MINIMUM THREE (5) COPIES OF SHOP PRMIN65 AS REQUIRED BELOW. REPORT BY A FLORIDA REGISTERED ENGINEER MEANS THAT THE CONSISTENCY SHALL BE AS FLUID A5 POSSIBLE FOR POURING WITHOUT TEMPERED. ALL WINDOWS OR GLASS ENCL05UR£5 AT OR WITHIN 56' OF TUBS AND STAMPED BY THE TRUSS MANUFACTURER. WESS NOTED OTHERWISE) 6. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER b. THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE 5. FILL PLACED WITHIN 51-04 OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF SE&RESATION OF THE CONSTITUENT PARTS. SHOWERS WITH BILLS LE55 THAN 60' ABOVE FLOOR SHALL BE TEMPERED. ALL 6LA55 IN 12. ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (3) 2XI25 UNLESS SPECIFICATIONS. ENERGY REQUIREMENTS OF THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY. CONTRACTOR CLEAN WELL 61RADED SAND IN 12" LIFTS(MAX) AND VIBRATORY COMPACTED TO D. THE USE OF ADMIXTURES SHALL NOT BE PERMITTED WITHOUT WRITTEN CONSENT OF THE SIDELI6H75, SLIDING GLASS DOORS AND FRENCH DOORS SHALL BE TEMPERED. OTHERWISE NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL. T. PROVIDE DISCONNECT SWITCH OF SIZE A5 REQUIRED BY LOAD AND UNITS. SHALL FAMILIARIZE HIMSELF WITH THE 6OVERNIN6 CODE IN 115 ENTIRETY AND BUILD ACHIEVE A MINIMUM OF g5% MODIFIED PROCTOR ASTM D I551-07. E:N&INER. 5. E6RES5 WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS. THICKNESS). IN ACCORDANCE WITH ALL PROVISIONS OF TH15 CODE WHICH MAY NOT BE ESRES5 WINDOWS SHALL HAVE A'MINIMAL NET OPENING OF 24' H16H, 20° WIDE, AND MIN. 8. PROVIDE NON -FUSIBLE 6ENERAL DUTY SAFETY SWITCHES AT A/C EQUIP. AND AT SPECIFICALLY ADDRESSED ON THE PLANS AND NOTESb. AFTER STANDARD GLEANING AND GRUBBING4. REINFORGIN6, HAS BEEN COMPLETED AND APPROVED, NET AREA OF 5.7 S.F. FOR 2nd FLOOR WINDOWS AND 5.0 5.F. FOR lot FLOOR WINDOWS. 15. DIMENSIONAL LUN®ER SHALL BE SOUTHERN PINE. NO.2 OR BETTER AND SHALL PUMPS NOT V151BLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER. . APPLY VIBRATORY COMPACTOR WITH A MINIMUM OF FOUR, PASSES TO THE: EXISTING THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44' ABOVE THE FLOOR,LATCH PROVIDE ALLOWABLE STRESS VALUES OF 1200 PSI IN BENDING FOR A 51NSLE MEMBER RECOMMENDATIONS. 7. BUILDER 15 RESPONSIBLE FOR ADEQUATE E3RAGINI6 OF STRUCTURAL OR VERTICAL: AT 54' A.F.F. MAX. IN HVHZ AREAS WHERE THERE 15 MORE THAN A 4'-0' DROP, THE BILL USES. 410 PSI IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELASTICITY OF 1600 NON-STRUCTURAL. MEMBERS DURING CONSTRUCTION. ? 5LA55 SHALL NOT BE LOADED UNTIL 12 HOURS HAS ELAPSED. SHALL BE NO LESS THAN 56" A.F.F. OR PROVIDE AN APPROVED SAFEGUARD. K51 OR BETTER, A5 DETERMINED BY AN APPROVED LUMBER 6RADIN6 PSENGY. 'L PROVIDE 6FGI PROTECTION FOR ALL BATHROOM, GARAGE, EXTERIOR, KITCHEN, A. ASTM A615/A 615M-Oq. PER REINFORCING SECTION (61RADE 60). LAUNDRY AND NET BAR OUTLETS PER NEC 210.8(A). 6. CABINET SUPPLIER TO PROVIDE SHOP DRAWIN95 TO THE BUILDER 6. ALL BATHROOM FLOORS SHALL BE OF APPROVED IMPERVIOUS MATERIALS. 14. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 25 6A116E GEE 8. SPLICES SHALL BE 48 BAR DIAMETERS AND CONTINUOUS AROUND ALL CORNERS AND B WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL GORE, IT SHALL NOT CHANNEL TYPE STUDS AT 24' 0/6 WITH MATCHING TRACKS TOP AND BOTTOM, WITH I/2" 10. ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND A5 q. WINDOW AND DOOR SUPPLIER TO PROVIDE SHOP DRAWING TO BUILDER. GHAN6E5 IN DIRECTION. CORNER BARS SHALL BE 48 BAR DIAMETERS EACH. WAY. BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL ALIGNMENT, EVEN THI01161i IT 15 7, IN AREAS OTHER THAN HVHZ FIXED 6LA55 THICKNESS SHALL BE DETERMINED U51N6 GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WITH I" LONG 51U61E HEAD DRYWALL SELECTED BY OWNER q. ALL MONOLITHIC FOOTIN55 HAVE BEEN CHECKED FOR THE USE OF TRANSFER IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCING. TABLE 24053 d .5A OF FBL. A5 THE MINIMUM THICKNESS ALLOWED. SGRENS AT 12' O/C MAX. 10. ALL WINDOWS AND DOORS SHALL BE CAULKED AND HEATHER STRIPPED. WINDOW II. PROVIDE FIRE -HIRED TELEPHONE OUTLETS A5 SHOWN ON PLAN. NFORCE REIMENT AT THE PERIMETERRATIONAL ANALY515 SHALL BE SUBMITTED, UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE F.B.C. ENEiRGYBUT G. VERTICAL REHNFORGINI6 STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE-HALF INCH 8. IN HVHZ AREAS PROVIDE NIRRIGANE SHUTTERS A5 PER F.D.C. SECTION 24-13 UNLESS 15. METAL LATH OVER SFiEATIINS SHALL BE 3/8' V-GROVE OR DIMPLED. CEILINGS AND CONSERVATION CODE. ONLY IF REQUESTED BY THE BUILDING OFFICIAL. FROM THE MASONRY THE EXTEROR WALL COMPONENTS OF THE ENCLOSED BUILDING H1A6 SPECIFIC PRODUCT SOFFITS SHALL BE HIGH RIB TYPE. FASTEN TO SUBSTATE AT 4' 0/0 AS FOLLOWS, 12. PROVIDE PRE- WIRED T.V. OUTLETS FOR GABLE A5 SHOWN ON FLANS. 10. CONCRETE FOR FOUNDATIONS AND FWTIN65 SHALL BE 2500 P51 MIN. APPROVAL TO PRESERVE THE ENCLOSED BALDING ENVELOPE A&AIN5T IMPACT LOADS CONCRETE: 5/4" LONG STUB NAILS W3/8° HEAD. HORIZONTAL AND VERTICAL WOOD II. ALL CONSTRUCTION IN BROWARD AND DADE COUNTIES SHALL COMPLY WITH THE MAXIMUM WATER/GEMENT RATIO MIST NOT EXCEED Ob5. D. VERTICAL R3NFORCIN6 SHALL BE A5 LOCATED ON THE PLAN AND AS INDICATED IN AS SET FORTH IN CHAPTER 16. FRAMING MEMBERS IN NAILS OR STAPLES TO PROVIDE AT LEAST 1-I/4' PENETRATION 13. DEDICATED CIRCUITS SHALL HAVE NO MORE THEN 6 DUPLEX RECEPTACLES. H16H VELOCITY HURRICANE ZONE (HVHZ) SECTIONS OF THE F.D.C.THE COLUMN SCHEDULE. INTO HORIZONTAL WOOD FRAMING MEMBERS, AND 3/4" PENETRATION INTO VERTICAL q. PICKETS AT STAIRS, LANDIN65 < BALCONIES SHALL BE SPACED TO PREVENT WOOD FRAMING MEMBERS. ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS 14. ALL CLOSET LI&HTIN6 SHALL COMPLY WITH NEC, SEC. 4I0b. E. VERTICAL REINFORGIN6 EACH 51DE OF ANY OPENING, IF REQUIRED, SHALL BE PASSAGE OF A 4" DIAMETER SPHERE. SHALL BE BENT OVER TO ENCASE AT LEAST THREE STRANDS OF LATH, OR BE BENT SITE PLAN NOTES CONTINUOUS TO THE TIE BEAM. PRECAST LINTEL5 SHALL HAVE OFMIN65 TO ALLOW OVER A RIB WHEN RIB LATH 15 INSTALLED. SHEATHING: 14 6AUOE STAPLES I" LEG,1/Ib" 15. THE BRANCH CIRCUITS CONTAINING SMOKE DETECTORS SHALL HAVE ARC -FAULT REIHIFORGIN6 BARS TO CONTINUE UNINTERRUPTED. 10. FROVICE A MINIMUM OF 4' CLEAR ALL AROUND AIR HANDLER UNITS. GROWN METAL MTL. FRAMING: SELF TAPING SCREWS #I2 x 1/2" WASHER HEAD STAPLES PROTECTION PER NEC 515C. 210.12 SMOKE DETECTORS SHALL BE CONNECTED TO BEAM 50HEDULE NOTES SHALL NOT BE USED FOR 5OFFIT5 OR CEILIN65 ARC -FAULT CIRCUITS AHEAD OF SWITCH AND HAVE SELF CONTAINED BATTER BACK-UP. I. THE ARC441T'ECTLIRAL SITE PLAN, IF PROVIDED IN THESE DOCUMENTS 19 FOR 6E10RAL HORIZONTAL, 11. IN ZERO LOT LINE HOME5: DRYER VENTS, EXHAUST FANS E KITCHEN HOODS SHALL NOT DETECTORS SHALL BE TANDEM WIRED 50 ALL DETECTORS BOUND SIMULTANEOUSLY. LOCATION OF THE HOUSE, POOL, DRIVEWAYS AND SITE FEATURES ONLY. THE O.C. OR VENT THROJ&H THE SIDE WALL AND MUST MAINTAIN A 10'-O' SETBACK. 16. WHERE CEMENT PLASTER 15 APPLIED TO LATH OVER FRAME CONSTRUCTION, BONDING OWNER SHALL PROVIDE A PRELIMINARY LOT FIT PERFORMED BY A LIGE:NGED I. `'SCHEDULED HOOPS AND STIRRUPS SHALL BE PLACED AT EACH END (EE) OF BEAM OR A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED A5 SCHEDULED IN THE BEAM OF THE PLASTER TO THE WATER BARRIER SHALL BE PREVENTED BY PROVIDING A DBL. 16. PRENRE FOR GARAGE DOOR OPENER SENSOR, SURVEYOR AT 50 PECENT COMPLETION OF PROJECT. THE SURVEYOR 15 RESPONSIBLE THROU6HOUT (TOJ BEAM AS INDICATED ON BEAM SCHEDULE. STIRRUPS SHALL BE TYPE SCHEDULE. LAYER OF WATER BARRIER OR BY INSTALLING A HOUSE H RAP BENEATH THE WATER FOR VERRIFYIN6 BUILDIN5 LOT FIT, LOT COVEiRASE, EASEMENT LOCATIONS, SET BACKS, 5-6 AND HOOPS SHALL BE TYPE T-2 TYPICAL CIRSI BAR BENDS UNLE55 OTHERWISE BARRIER. IT PROVIDE ARC -FAULT CIRCUIT INTERRU'TOR PROTECTION IN DNELLIN6 UNIT LIVING, AND ALL 517E DIMENSIONS PRIOR TO PERMIT AND CONSTRUCTION. IF ANY CONFLICTS NOTEDB. HORIZONTAL JOINT REINFORCEMENT SHALL CONSIST OF AT LEAST 9 CASE LADDE IR FRAMING NOTES DININ6, FAMILY ROOMS, DENS/ LIBRARIES, BEDOOOM5, 5UNROOM5, CLOSETS, HALLWAYS TYPE REINFORCEMENT SPACED NOT MORE THEN I6' O/C VERRT, REINFORCEMENT SHALL IT PNEUMATIC FASTENERS SYSTEM TO BE HILTI-COIL NAIL PROGRAM. TYPE TO BE GRF OR SIM. ROOMS PER NEC 210-12 (5). CONTRACTOR BETWEEN THE ARCHITECT SHALL SITE PLAN AND SURVEYORS LAYOUT THE GENERAL 2. ALL BEAM 01ARK % TOP BARS SHALL BE GONTINJOU5 UNLESS OTHERWISE NOTED ALSO BE PROVIDED AT THE BOTTOM AND TOP OF ALL OPENIN65 AND EXTEND NOT LESS 1126 I-1/2" LONG AND .120' DIAMETER U.N.O. CONTRACTOR AND ARCHITECT SHALL BE NOTIFIED IN UNTIL PRIOR TO PERMITTING I. THE TRUSS AND FLOOR SYSTEM LAYOUT SHOWN ON THUS SHEET 15 SCHEMATIC, IN THEN 24 BEYOND INNS OPENING. PROVIDE 8 MIN EMBEDMENT INTO CONCRETE COLUMNS 18. SMOKE DETECTORS REQUIRED ON ALL HVAG UNITS WITH ROOT GFM OR MORE. AND CONSTRUCTION NO WORK SHALL BE PERFORMED UNTIL THE GENERAL CONTRACTOR NATURE. HOWEVER, THE SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE 3. ALL TIE BEAMS (MARK 'T8') REINlFORGIN76 SHALL BE CONTINUOUS THROU6H1 TIE- AND BEAMS AND FULL DEPTH LAPS AT ALL MASONRY 'L' AND 'T° INTERSECTIONS. 18. WHEN WOOD P0515 ARE NOT IN A FIRERAII:D WALL, FIRE RATE POST A5 FOLLOWS: RESOLVES THESE CONFLICTS. ASSUMPTION THAT THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS lei. CEILING AREA ILO V. SMOKE DETECTORS SHALL NOT BE CLOSER THAN 5 FT. FROM BEAMS ONLY. ALL SPLICES TO BE A MINIMUM OF 48 BAR DIAMETERS. AND FLOOR SYSTEM DE516NER5 LAYOUT. WRAP POST LAYER OF 5/88N ALL SIDES FROM BASE OF P' TYPE "X" GYPSUM WALL BOARD. D. T 1 UNDERSIDE OF BEARING WITH (U 5• ��' THIS WILL PROVIDE A ONE HOUR RATING THE DOOR TO BATHROOMS, WASHER/DRYEF25, A/G SUPPLY AND RETURNS d KITCHENS. CONCRETE NOTE5 4. BUNDLE ALL STRUCTURAL BEAM TOP BARS IN PAIRS OVER 5UPPORTS WITH TOP BARS THIS FRAMING SCHEME (DIRECTION OF TRUSSES AND STABS,EARINFOR THE POST. SMOKE DETECTORS MAY BE WITHIN 20 FT. OF A GOOKIN6 APPLIANCE IF THEY ARE OF FROM ADJACENT BEADS NNO) A. STRUCTURAL DESIGN 15 IN ACCORDANCE WITH A.G.I. 550-II/ A.S.GE. 5-II/TM5. 402-II, 2. MAJOR O.T.6.T. G THE PHOTOELECTRIC TYPE. BALDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY ON POINTS, ETC) CAN BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME A TRUSS MANUFACTURER SHALL DESIGN TRUSSES TO COMPLY WITH ALL 5UPERIMPOSED I. CONCRETE SHALL CONFORM TO ASTM CA416 94M-091, SHALL HAVE A MAXIMUM BUILDING GODS REQUIREMENTS FOR MASONRY STRUCTURES. PROFESSIONAL OF RECORD WHO MIST REVIEW PROP05M OHANI5M AND AUTHORIZE WIND LOADS PER FBLROTA20. CARBON MONOXIDE ALARM TO BE INSTALLED WITHIN 10' OF A ROOM USED FOR ADD 2 st5 BOTTOM IF DROP EXCEEDS 8'. WA1ER/GEMENT RATIO OF Ob5 AND 5. DROP BOTTOM OF TIE BEAMS AS REQUIRED AT WINDOW t DOOR HEADS (26' MAX) SHALL HAVE 3000 P51 COMPRESSIVE STRENGTH IN STRUCTURAL REVISIONS AGGORDINI6L. . Y. SLEEPING RRP05EB WHEN THE BUILDING HAS A F0551L BURNING HEATER OR 28 DAYS (UNLESS NOTED OTHERWISE) ALL CONCRETE WORK SHALL BE IN AGGORDANIGE B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.G.I. 530.1-II/A5.GE. b-II/T.M.S. 602-I I, APPLIANCE, A FIREPLACE, OR AN ATTACHED GARAGE. PRIMARY POWER SHALL COME 3. FINAL 516NED AND SEALED ENGINEERED TRUSS AND FLOOR SYSTEM DESIGN MUST BE MECHANICAL NOTES WITH AGI NCE AND AGI 301-11. ALL CONCRETE MA50NJRY WORK SNAIL BE IN SPECIFICATIONS FOR MASONRY STRUCTURES AND THE COMMENTARY ON SPECIFICATIONSFROM THE ENIILDIN6 WIRING WHEN SUCH WIRING IS SERVED BY THE LOCAL POWER ACCORDANCE WITH AGI 530-II. IbTIEK BEAM 50HEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED 8' TO FIT BLOCK FOR MASONRY STRUCTURES SUBMITTED TO THI5 OFFICE FOR REVIEW TRIPS AND FLOOR SYSTEM DESIGNERS MUST UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. PROVIDE ALL 114W CONNECTIONS AS PART OF THE DMION. . ALL HEATING, AIR CONDITIONIN6, REFRIGERATION AND VENTILATION EQUIPMENT SHALL 2. MINIMUM CONCRETE GONER OVER S - 1 1/RGIO SHALL BE:NC SLABS ON VAPOR G. IN HVHZ AREAS THE BUILDER SHALL EMPLOY A SPECIAL INSPECTOR APPROVED BY THE 2I. IF USED, A COMBINATION SMOKE/ CARBON MONOXIDE ALARM SHALL BE L15TED OR 7, ppo ADDED S OTHERWISE BEAM REINFORGIN6 SHALL EXTEND b' MINIMUM INTO 4. TRI55 AND FLOOR SYSTEM MANUFACTURER SHALL SUBMIT THREE (5) COPIES Or SHOP CONFORM TO THE REQUIREMENTS SET FORTH IN THE FLORIDA BUILDING GODS BARRIER - 3/4' BEAMS AND COLUMNS - I I/2' FORMED CONCRETE BELOW GRADE-2' BUILDING OFFIGAL TO ENSURE COMPLIANCE WITH THE APPROVED STRUCTURAL PLANS IN LABELED BY A NATIONALLY RE606NIZED lE5TIN6 LABORATORY. UFORMED CONCRETE BELOW 6RADE-S" SUPPORT UNLESS OTFEiRWISE NOT®. AGGORDANICE WITH SECTION 21222.4 FB.G, DRAWINGS AND EN6INEERIN6 CALCULATIONS SIGNED AND SEALED BY A FLORIDA MECHANICAL" AND FLORIDA BUILDING CODE EMER6Y CONSERVATION. REGISTERED ENISINER, OF THEIR DE516N FOR REVIEW INCLUDING TWO (2) COPIE§ FOR 22. TAMPER RE515TANT RECEPTAGLE5 ARE REQUIRED IN DUELLING UNITS IN ALL AREAS 8• REFERTI CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL 2. A 4' CLEARANCE IS TO BE MAINTAINED AROUND ALL AIR HANDLING UNITS. SPECIFIED IN NEC 210.52 FOR 125 VOLT, 15 d 20A RECEPTACLES PER NEC 406.11 3. REINFORCING STEEL: GRADE 60 (F'Y=60.000) ASTM A615/A 615M-09. b. VERTICAL GE415 FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALI6NMEM ARGHn75CT/ ENGINEERS REVIEW PRIOR TO FABRICATION. REVIEW OF SHOP pRAWIN65 15 SPECIFICATIONS. SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL. A COURTESY BY THE ARCHITECT/ ENGINEER AND IN NO WAY RELIEVES THE 4. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE NTH THE MANUAL g OIJ�-GllUARTHR. OF MAXIMUM BOTTOM REINFORCING STEEL AREA OF ER ADJACENT MANIFAGTUREiR OF HIS RESPONSIBILITY TO PROVIDE A LAYOUT THAT RA3. PROVIDE FIRE DAMPERS AT SUPPLY AND RETURNS WHICH PASS THROUGH RATED FULLY p�5c �BLIE.rS IF ANY. 23. INTERSYSTEM BONDING TERMINATION FOR GONNEGTIN6 INTERSYSTEM BONDING AND OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION' AS PUBLISHED BEAM c}{ALL EXTEND THRII SUPPORT AND LAP WITH A CLASS 'A° T N510N LAP SPLICE 7. C1-EANOUT OFtNIN65 SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT INTEGRATES WITH THE ARCHITECT/ ENGINEERS SUPERSTRUCTURE IF THERE 15 ANY GROUNDING CONDUCTORS SHALL BE PROVIDED FOR TV, COMMUNICATIONS, RADIO, EACH LIFT OVER 4'-0' 1416H. NOUTSYSTEM BY THE CONCRETE REINFORCING STEER INSTITUTE UNLESS NOTED OTHERWISE. ON EItHER SIDE OF SUPPORT. INSPECTION, AND BEFORE 6ROUTICINN66. ` � 5E PLED AFTER GLEANING AND COMPANY SHALL CONFLICT ORADDSTIONAL TRUCTURE TEETHE ARCHITECT/ 1 EER2 IN NRITINO OF THE TRUSS, AND THE SPECIFIC 4. ALL DWELLING ROOMS MUST HAVE HVAC RETURNS. RETURNS MAY BE DUCTED, CAN, ETC. PER NEC, 250,94. 5. ADEQUATE VERTICAL AND HORIZONTAL SFIORIN6 SHALL BE PROVIDED TO SAFELY IO MARK 'G' IN REINFORCING GOL.UMN BETWEEN TWO BEAMS INDICATES THAT AREAS OF CONCERN.JUMPER5 OR TRANSFER GRILLES. SUPPORT ALL LOADS DURING CONSTRUCTION' REINFORCING SHALL BE CONTINUOUS THRU THESE TWO BEAMS. STEEL NOTE5 5. TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC. ANI AID MISC. EQUIPMENT. 5. A/C UNITS MAY HAVE CONIC. PAD OR OTHER APPROVED MATERIAL EXTENDING ABV. r 6. DOWELS COLUMN AND WALL REINFORCING TO FOOTING WITH SAME SIZE AND NUMBER v" COORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON ADJOINING GRADE OR SHALL BE SUSPENDED A MIN. OF 6" ABV, ADJOINING 6RADE. OF DOWELS A5 VERTICAL BARS ABOVE. PADS SHALL BE A MINIMUM 4'-0'xq'-O' PAD FOR DOUBLE UNIT. i A I. STRUCTURAL STEEL SHALL CONFORM TO THE AI5G 'SPEGIFIGATION FOR THE DESIGN, TRUS.PS DRAWIN65.TE BUILDER SHALL BE RESPONSIBLE FOR THE COMPLETE L `uflob F;�'IjPm FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS' . MATERIALS SHALL COORDINATION BETIAM THE 11ZU55 DE516N AND AIR CONDITIONING DESIGN T. REINFORCING STEEL SHALL BE LAPPED 46 BAR DIA. MIN. WHERE SPLICED AND SHALL CONFORM TO THE APPLICABLE ASTM SPECIFICATION A5 FOLLOWS: W SHAPES - Agg2/A REQUIREMENTS. ALL MANUFACTUREB TABLES SHOMNO BE WIRED TOGETHER PROVIDE CORNER BARS SAME SIZE AND NUMBER A5 HORIZ. BEAM L gglM-06a, OTHER SHAPES - A56/A 36M-08, PLATES A36/A 56M-06, BOLTS - A 5M-alb PLUMBING NOTES U FACTORS AND SHGc COM KNCE REINFORCING AT EACH FACE. LAP 46 BAR DIA. MIN.. - - - _ - TUBULAR - ASTM A500/A500M-13 GRADE B (46 K51) b. ARGHITFGT NOR EN6MEER ACCEPTS ANY RESPONSIBILITY FOR STRUCTURAL. BEAMS, .. r,.�.�.._...._ ..� WITH � ENERGY B ACUST COLUMNS, AND FOOTINSS UNTIL REVIEW OF APPROVED TRU5 AND FLOOR SYSTEMCODE MUST 6. PLACING DRAWINGS ON BAR LISTS SHALL CONFORM TO AGIS 'MANUAL OF STANDARD DRANN65, 516NED AND SEALED BY A FLORIDA REGISTERED ENGINEER 1. ALL FLU4BIN6 FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 405, REM/UN ON ALL DOORS AND WI � FOR��LN& S�NFORGCONCRETE 5� T A5 PUBLISHED BY 1}E " ., , "S2. MELDED CONSTRUCTION SHALL CONFORM TO THE AH IGAN NEI DING SOCIETY 7 ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CLIPS, TOP AND 2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE 6043, F.B.C. CODES USED: CNS AREAppppyEp OTHERWISE.„ , STRUUCTURAL WELDING CODE'. ELECTRODES FOR PIELD AND SHOP NFLDS SHALL BE 1e A.W.S. A5.1 E7OXX. BOTTOM EACH STUD. 3. DISPOSITION OF RAIN WATER SHALL COMPLY WITH FBL. PLUMBING CODE CHAPTER II. "Y 4. ALL PLUOINIS PENETRATIONS MIST BE A MINIMUM 10'-0' FROM ROOF JACK5. FLORIDABUILDING CODE 5TI EDITION (ROTA) P 5. CONDENSATE DRAINS MUST BE A MINIMUM OF 12' OFF THE BUILDING. :VENTED FASTEIIr RS OR ATTAGHMEi'E, 6. SHOWER COMPARTMENTS AND WALLS ABOVE BATH TUBS WITH 5HOWER HEADS SHALL - NEC 2011 PROPOSE E RE51 DENGE BE FINISHED WITH A SMOOTH' NONABSORBENT SURFACE TO A HEIGHT NOT LE56 THEN ARE THE RESPONSIBILITY OF THE 10 INCHES ABOVE THE DRAIN IN -ET. - A5.CE- 1-10 CONTRACTOR OF RECORD ABBREVIATIONS LOAD 50HEDULE DRAWING INDEX A5V ABOVE EXT. EXIERRIOR M.G. MEDICINE CABINET 5MS SHEET METAL SCREWS GROUND FLOOR 40 DE 12 TOTAL APPLIES TO SLAB AFF ABOVE FINISHED FLOOR F.B.C. FLORIDA BUILDING CODE M.MEAN THRESHOLD HEIGHT ST. STIRRUPS G ! COVER SHEEN AM AIR HANDL.BR UNIT F.R. FIRE RATED M.T.T METAL THRESHOLD STL. STEEL SECOND FLOOR 40 25 65 THESE PLANS AND ALL PROPOSED WOR B.F. BI FOLD FIR FRENCH DOOR MAX. MAXIMJM SW SWITCH EHBALCONIES 60 25 85 A5-1 SITE PLAN B.P. BI PA55 FAN FINISHED MFR. MANUFACTURER SUN.O.T. SHEARNIALL OVERTURNING FORGE ARE SUBJECT TO ANY CORRECTIONS MICRO. MICROWAVE TEMP. TEMPERED ROOF 30 25 55 A -I FLOOR PLANS 1 d 2 BLK. BLOCK FL. FLOOR REQUIRED BY FIELD INSPECTORS THA BLW. BELOW O.T. 61RDER TRUSS MIN. MINIMUM T.B. THROU5H BOLT TOP CHORD 50 I5 ERG. BEARING 6A. 6ALOE M.O. MA509RY OPENING T.O. THROUGH OUT BOTTOM CHORD 0 10 A-2 E!_EVATTOt6 MAYBE NECESSARY IN ORDER TO BTM. BOTTOM 6ALV. 6ALVANIZED MONO. MONOLITHIC T.OBB. TOP OF MA50NRY BOND BEAM BTM. CHORD -ATTIC, IO 0 01.6. CEILING ON 6ROUND FAULT INTERRUPT MTL•• METAL T.O.PL. TOP OF WOOD PLATE R10*c*c Mff) A-3 5EGTTa15 d DETA115 COMPLY.WITH ALL•APPLICABLE CODES CMU CONCRETE MASONRY UNITS 6L. 6LAS5 O.HD. OVER HEAD DOOR TO.TB. TOP OF TIE BEAM WIND, 51 Fg9JDATlON PLAN COL. COLUMN 6NE GYPSUM WALLBOARD O/G ON CENTER TYP. TYPICAL ULTIMATE WIND SPEED = 165 m{�h. CONC. CONCRETE GYP. BD. GYPSUM WALLBOARD P.L.F. POUNDS PER LINEAR FOOT U.N.O. LNLE55 NOTED OTHERWISEILL CSMT. CASEMENT H6T. HE16W PS.F. POUNDS PER SQUARE FOOT UL UNDERWRITERS LABORATORIES 5-2 P RAKNIS PLANS I d 2 d DETAILS DEL. DOUBLE HP5. HOOPS P5.1. POUNDS PER SQUARE INCH V.I.F. VERIFY IN FIELD NOMINAL WIND SPEED = 126 mph. DIA. DIAMETER FIR HOUR P.T. PRESSURE TREATED A.A. NED6E ANCHORS RISK GATA60RY = II 5-9 BRACING PLAN 1 d 2 D19P. 015POSAL HS HORIZONTAL SLIDING PARTN. PARTITION W/ WITH J�1�% DP DESIGN PRE55URE HVHZ HIGH VELOCITY HURRICANE ZONE PKT. POCKET WC WATER CLOSET BUILDING DESIGN A5 ENCLOSED E-! 1ST d 2H7 FLOOR ELECTRICAL , ' . t 1 , COU NTY UNTY RTTH,DTNG nmSION EXPOSURE GAT°60RY = D , Mil /ST d 2ND FLOOR MEGHANIGAL R� EVIF,I� N D FOR CO, 4 YC E /J OR DOOR INS. INSULATION PLYND. PLYWOOD Hp. WOOD S� DW DISH WASHER INT. INTERIOR R.O. ROU611 OPENING p�pN E.E. EACH END L6. LONG S.C. SOLID GORE MEAN ROOF HEIGHT = 21'-8 xr {�IE W ED BY EI.EG. E:LEGTRIGAL LIN. LINEN 5.6.D. SLIDING GLASS DOOR9E DATE (:lra (! , 2[7j(y ROOF DEAD LOAD FOR WIND ELEV. ELEVATION LT. LIGHT SF SQUARE FOOT PLANS AND P 1LVIIT MUST 13E KEPT ON 1DE516N TAKEN AT 10 s.f. 1 OR NO INSPECTION WILL BE DUDE. E.S. EACH SIDE L.T. LAUNDRY TUB 5H 5INGLE HUNG ® P 5T LUGIE COUNTY , FLORIDA ` THI55,RUG1URE15DE5Up 16NEDIN AGGORDANUGE WITH CHAPTER I6 OF THE ROTA FLORIDA BUILDING CODE AND ASCE 7-10. ELECTRICAL 2YMBOL5 LEGEND FA" PLAN / ELEVATION SYMBOL5 LEGEND V. RECEPTACLE TELEVISION JACK LOW VOLT. AT 12' A.F.F. 4 PREHIRED FB BOX SMOKE DETECTOR Q� SNEARWALL LABEL DUPLEX RECEPTACLE/ AT ARC, 51NSLE RECEPTACLE QT HVAG JUNCTION �� FILLED _ DEDICATED THERMOSTAT ❑ BOX ® DETECTOR # SCALE INTERIOR FOUNDATION PLAN 5� POTSHELF V�e�� A5 NOTED HEIGHT Q� Q4pp PADDLE FAN a owc. 2 ELEVATION BEAM LABEL In DUPLEX RECEPTACLE DEDICATED RECEPTACLE �I AT�60� A.F.P. Ob W/ OR NO/ LIGHT FEXANN T /����%%��%%���jj AT BASE DEDICATED SWITCHED FLOURESGENIT 3 POURED COLUMN YL!/1L!/1!(/11//1L//1� DROPPED AS NOTED EXHAUST FAN DUPLEX RECEPTACLE (n SINGLE RECEPTACLESECURITY z LIGHT FIXTURE # DETAIL 000# MAX. c AT 8" ABV. RECEPCOUNTTACLE E DEDICATED UNDERCOLUM'ER KEYPAD F L /LIGHT COMBO owG. SCALE O DOOR LABEL T� LABEL TRUBS CONNECTOR ?GFIDUPLEX FLOURESGENT 0 CO TEAR) 5 FRAME 10N_ - 1 ARCHED PLAN OR�IFG SEE 6ROUNp FAULT INTERRUPT �J DUPLEX RECEPTACLE- ARC © DOOR LIGHT FIXTURE ® IN DUPLEX RECEPTACLE �j FAULT INTERRUPT o 12' A.F.F. I CHIME II c AT 8° ABV. COUNTER DUPLEX RECEPTACLE 7 � INCANDESCENT L16HT // LV DOOR REVISION GFI 6ROUND FAULT INTERRUPT TOP REC. SWITCHED BOTTON FIXTURE GL6. MUTED. �ryRELEASE # SECTION BEARING FRAME T DWG. ARC, FAULT INTERRUPT � INCANDESCENT LIGSCALEHT � # WINDOW LABEL CONSTRUCTION MASONRY CONSTRUCTION Q� REG. RECEPTACLE SWITCH TELEPHONE OUTLET FIXTURE HALL. VOLUME N TYPICAL II TOP R. SWITCHED AT 12" A.F.F. CONTROL SINGLE POLE ® DUPLEX RECEPTACLE HI HAT SWITCH NORTH ARROW I- - - - - FRAME CONSTRUCTIONTELEPHONE OUTLET 0 CL6.N10UNTED ABOVE OR BELOW vP WATERPROOF SWITCH FLJJ5H1 IN FLOOR � D15GONNEGT # SECTION GFI SRO IUD FAULT INTERRUPT �a THREE WAY DWG. 5CAL.E G# COLUMN LABEL HI HATBREAKER EL�y _ /'^ DUPLEX COUNTER IGLE FWITCH OUR WAY ® DATA LI� 2 VAPOR PROOF ® PANEL -- BREAK LINE � ELEY CHANGE 1� THELIAE51 FOR OFFSIMPRIONAPER SA55U E5 NO E5 �uc UNDER GOLNTER a QUADRUPLEX SWITCH G.V. CENTRAL VACUUM O EYEBCESSED ALL E;FP.dL. METER o Y � e• OR MEASUREMENT5. ALL FIGURES TO BE RECEPTACLE �n DIMMER RECEPTACLEt DISC. INTERIOR ELEV. O FOOTING LABEL S 6RAPHIG 50ALE O'-0' FIN. FL. SLAB FLOOR ELEVATION VERIFIED BY A LICENSED GENERAL DUPLEX RECEPTACLE L,/\ SECURITY CARBON RDMO) IDSLONVOLTASE SCALE # �# CONTRACTOR IN THE FIELD BEFORE O FLUSH IN FLOOR fK �:� LJ LIGHTS cH DETECTOR ®TRANSFORPIER sCAIF: va . r o CONSTRUCTION. THESE PLANS CONFORM TO FBC - 2014 4 ASCE i-10 revisions no. date REV #1 12/10/15 BUDS CIVETS designed PAR drawn PAR checked SOYPAR date 1012115 scale 1/4• - r-o" N.N.0) job no. 15-07o. MLR Shawn M. Stambaugh, PE FL LIC. 61850 - C.A. 26210 W Vl Q WLL -� 0 U W � T 00 Cn W W J 0 W I- J Z U) project 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 W W W.QEASSOCIATES.COM drawing COVER SHEET sheet C-1 revisions no. date 10' O" �IFYBACK N.19030'00"W. 34.64' 22' COMMON U5E R/W -f rn n (6 N.19030'00"W. 34,64' -0" 5ETBACK LEGAL DESCRIPTION LOT 581, NETTLES ISLAND PROJECT SECTION 2, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 16, PAGES I, IA THROUGH IJ, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. PROPERTY LOCATED IN FLOOD ZONE: AE BASE ELEVATION: 6.0 COMMUNITY PANEL NO.: 120285-0311-J DATED: 02/16/2012 PROPERTY STREET ADDRESS: 581 NETTLES BLVD. JENSEN BEACH, FL., 3415-7 THE DE516N PROFE55IONAL A55UME5 NO LIABILITY FOR IMPROPER 5LOPE5, 6RADE5 OR MEAEUREMENT5. ALL FIC6URE5 TO BE VERIFIED BY A LIOEN5ED GENERAL C.ONTRAGTOR IN THE FIELD BEFORE designed PAR drawn PAR checked 55/PAR date 9ay.3 5caIe 114-=r-0-ANO) job no. 15-ov. rm Shawn M. Stambaugh, PE FL. UC. 61850 - CA. 26210 W a Q � V1 o W J LL � o Cn LLI N r OC) LU U W p Lu F-- _I Z (n project Q U 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 WW W.QEASSOCIATES.COM drawing SITE PLAN sheet AS-1 THE5E PLANS CONFORM TO F8c - 2014 4 ASCE i-lo 2ND FLOOR PLAN SCALE : 114' - 1'-0' :AILING D TO RE HERE PE TN EDIT. It2' DRYWALL DECOR TRIM MOULDING l 1 ATTIC ACCESS SECTION A2 SCALE 1-112' - 1'-0' iti�i 44 -3 y FINISHED CEILING - SEE TYP. WALL SECTION CONT. 25 GAUGE METAL TRACKS TOP 4 BOTTOM 25 6AU6E CHANNEL 5HAPED STUDS 24' O/, WA FULL LENGTH LAYER OF 1/2" TYPE 6YPEUM WALLBOARD APPLIED VERTICALLY 4 ATTACNED W/ I' LONG SUSLE HEAD %,REIZS TO EACH 51DE # 12' O/C CON,. FLOOR SLAB 2 TYPICAL INTERIOR PARTITION �-v SCALE: 9/4' - 1'-O' 1ST FLOOR PLAN SCALE : 114" : 1-0' (AT OR ABOVE FLOOD HT - SEE SURVEY FOR MIN FLOOD 14TJ ALL WINDONS AND DOORS ON TH15 RESIDENCE SHALL BE IMPACT RE515TANT NOTE: ENGINEERED UNIT MASONRY U5ED TO DE516N WALLS, BEAMS 4 COLUMNS INSTEAD OF PRESCRIPTIVE CODE NOTE: RATIONAL ANALYSIS WAS USED TO DESIGN THE FOOTIN6 INSTEAD OF PRESCRIPTIVE CODE. ATTIC VENT CALCS - 2ND FLR CEILING AREA RATIO TOTAL NET FREE I VENTILATING AREA 1083.0 S0. FT I 11150 1122 w. FT. OR USE 43.32' MIN OF 2' WIDE SOFFIT VEMN6 OR USE VENTILATED ALUMIN SOFFIT T IKI-OUT CALCULATIONS 1ST FLWR A/C (W STAIR) 650.0 S.F. 2ND MR A/C OW STAIR! 4040.0 SF. TOTAL SF. 1,740 SF. EXTERIOR OL05ET SSA S.F. COVERED PORCH 634 S.F. TOTAL IF. 1,878.0 SF. THE DE516N PROFE55IONAL A55UME5 NO LIABILITY FOR IMPROPER SLOPES, GRADES OR MEA5UREMENT5. ALL F16URES TO BE VERIFIED BY A LICENSED GENERAL CONTRACTOR IN THE FIELD BEFORE CON5TRUCTION. revisions no. REV 01 BLD6 CMT5 date 12/10A designed PAR drawn PAR checked SsPAR date 1012/15 scale 1149=11-OUARO) Job no. is-ov. MUR Shawn M. Stambaugh, PE FL. UC. 61850 - C.A. 26210 W W a 'H^ V1 0 W J LL Q O �U TC�W 00 _ U Ln Z) F— H J 0 W I-- JZW project L—A QUANTUM ENGINEERING ASSOCIATES INC. Structural Engineering O Cost Segregation 300 AVENUE OF CHAMPIONS PALM BEACH GARDENS, FL 33418 561.202.6994 FAX 561.296.2494 W W W.QEASSOCIATES.COM drawing ELEVATIONS sheet RECFiv e A-1 DE P E 2a15 IrrIAG i sf. l:uc C °p0h5 FL THESE PLANS CONFORM TO F9G - 2014 4 ASGE ?-10 revisions no. REV #1 BLD6 CMT5 date 12/IO/15 we i JWIH-0r. LIMP WFINS TYP. _I •ais AISED SMOOTH BAND IO_'-O" GL6 FLR TRUSSES B'-B" GL6 USED SMOOTH I BAWD O'-0" F.F.E. ' ASV 6RAM fT 6.0' NAVD. REAR ELEVATION SCALE: 1/4• = 1'-0' NOTE TO 6.G. NOTE TO BUILDER: ti GLLSI I ACGI__- n lu MAX SLD6/ Mr. - IB =0' GL6 10 ID-0" GL6 - - - - - 160 DP PLR TRU55E5 B' B' GL6 LEFT ELEVATION SCALE: 1/4' = 1'-0' ..NNN _L HEIGHT OF OF ROOF DOES NOT EXCEED 22'-0" ABOVE FLOOD 0 12 Q3 An O'-0° FFE - - Z-22 ASV FLOOO HT AO' NAVD. 5.84' NAVD. GRADE \_—ALUMIN RAILING YU PICKETS SPACED TO REXCT A 4' DIA SPHERE TYP. FRONT ELEVATION SCALE: 1/4' = 1'-0" 22'-O• ot MAX &DOI Hi :RIMP ROOFIN6 T(P. --IB'-o•GL6 10 100 H RAISED SMOOTH STUCCO BAND _ 10'-0" GL6 I6" DP FLR !BUSSES B=B' GL6 -B" H RA15EP SMOOTH STUCCO BAND -6" H SMOOTH STUCCO HEAD _SMOOTH 5TUK.GO 51DIN6/TRIM -B" H RAISED SMOOTH STUCCO BAND O"M F.F.E. 2'-20 A8V 6RAOE FLOOD HT 6.0' NA.VD. S.B4' NAVD. GRADE THE DE516N PROFE5510NAL A55UME5 NO LIABILITY FOR IMPROPER 5LOPE5, 6RADE5 OR MEA5UREMENT5. ALL FIOURE5 TO BE VERIFIED BY A LICENSED GENERAL CONTRACTOR IN THE FIELD BEFORE CONSTRUCTION. designed PAR drawn PAR checked ssiPAR date 1012115 sca l e 114• = r-O' AMO) job no. o-ov. tw v Shawn M. Stambaugh, PE FL. LIC. 61850 - C.A. 26210 W W Q V1 rr 0 W L- �+ a 0 ;4 U)U () W_ r 00 WLo U W O Lu I__ J Z C/) project U 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 W W W.QEASSOCIATES.COM drawing ELEVATIONS sheet A2 12 Q5EE a xv PRE -ENS. WOOD ROOF TRU55'5 024" O/C TYPICAL NUAP'ROVED_ 6ALV. TRU55 ANCHORS 5EE FRAMING AND BRA,IN6 PLAN R-Iq SUCRASEAL SPRAY FOAM - INSULATION. (BEE ENERGY GALL) OR R-Iq MIN BATTS 5/6' (MIN) GYPSUM BOARD APPLIED TO UNDERSIDE OF TRUSSES FIRE 5TOP- TYPICAL TIE BEAM. REFER TO_ FLOOR PLAN FOR BEAM SCHEDULE. CORNER BARS MIN LAP 25' V2" 6YP5UM BOARD OVER Ix2 P.T. FURRING, O 16' 0/C OVER 5/4' THK FOAM BRD INSULATION. R-42 MIN. 3/4' T46 PLYWOOD FLOOR GLUED 4 NAILED PRE-ENSINMRM FLOOR TRUSSES O SPACING SUPPLIED BY TRUS5 MANOR I6' DEEP FLOOR TRL65M SEE TRU55 MANUF PLAN FOR VERIFIC. • SEE FRAMING PLANS FOR ADDITIONAL STRUCTURAL DETAIL AND INFORMATION 1/2 APPLIED TO UNDERSIDE OF TRU55E5-TYP. - (5/6" THK TYPE 'X' GYPSUM BOARD o GARAGE CL6 MIN) FIRE STOP- 1/2' GYPSUM BOARD OVER Ix2 P.T. FURRING o 16" O/C OVER 5/4' THK FOAM END INSULATION. R-5.0 MIN. ALL EXTERIOR CEILINIB MATERIAL O BE HY-RIG LATHE AND STUCCO FASTENERS AT 24' O.G., EITHER 1-5/4' MIN EMBEDNIENT ROOFING NAILS NTH 1/6" SHANK AND 5/6' HEAD5 OR STAPLES WITH 1-5/4" MIN EMBEDMENT LESS 4 1/16, (16 CASE) EXT. PORCH CLG DET. #1 WINDOW ATTACHED PER FBG R306 WINDOW FLASHING PER F% 9703.8.1 FRAM WALL STUCCO FIN15H HEAD FLASHING #6 x I' L6. P.H. 5M5 O 16' O/C 4 6' MAX. FROM ENDS PERIMETER SEALANT NUM FRAME WMAILIN& FIN CAULKING DRYWALL BOARD HEAD DETAIL (WINDOW) Ix2 MIN. P.T. BUCK SET IN SEALANT AND NAILED W/ 1-1/2" CASE HARDENED COI NAILS AT 12' OX. MAX. CONC. OR MA50WY DRYWALL BOARD CAULKING � ALUMINUM FRAME, FASTEN TO STRUCTURE THRU BUCK W 3/I6" TAPC SCREWS O 12' 0/G. MIN.I-5/4" EMBED VE!TER SEALANT 4 FLASHING STUCCO FINISH HEAD DETAIL WINDOW) WINDOW ATTACHED PE FBG R306 WINDOW FLASHING PER FBC 9703B.1 ALUMINUM PRANE X NAILING FIN PERIMETER SEALANT STUCCO FINISH #6 x I" La. P.H. 5M5 O 16' O/C 4 6' MAX. FROM FRAM WALL DRYWALL BOARD CAULKING WINDOW ATTACHED PER FBG R306 JAMB DETIAIL (WINDOW) 1 5-V-CRIMP ROOFING OVER Mr-L 4 STICK MEMBRANE ROOFING OVER Iq/32' EXT GRADE GDX PLYWD. FASTEN MTL ROOF PER MANIFAGT. SPECIFICATIONS FOR 170 MPH WIND PER F.B.C. 2014, 5TH EDITION (SEE DIAPHRAGM SCHEDULE FOR NAILING PATTERN 1/4' HEEL ON 2ND FLOOR ROOF TRUSSES, ; OF BOND SEE B-EVA770N5 cONTIN. &ALV. MTL DRIP OVER 2xb WOOD FASCIA ON TRUSSES. 12" USE VINYL COVERED FASCIA AND VINYL O.A. MAX. I VENTILATED SOFFIT. I" 5/6' STUCCO FINISH (2 COATS) OVER I' 6' COW. BLOCK W N #5 BAR VERT. IN LONG. FILLED CELL AS PER PLAN MIN LAP 50 DIAMETERS NOTE: - - ALL HALL AND CEILING FIN5HE5 SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT GREATER I' THEN 200 AS PER FEY, R 2014 5TH EDITION NOTE: INSULATION MATERIALS, INCLUDING FACINGS, 5LIGH AS, VAPOR I RETARDERS OR VAPOR PERMEABLE M50ZAMS INSTALLED WITHIN FLOOR-CEILIN6 ASSEMBLIES, ROOF -CEILING ALIE5, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT To EXCEED 200 WITH AN ACCOMPANYING 1 .42 ND FINISHED FLR SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN SEE ELEVATIONS ACGORDANGE WITH ASTM E 64. NOTE: EXF05W ATTIC INSULATION. ALL EXPOSED INSULATION MATERIALS OVER NON INSU! A� INSTALLED ON ATTIC, FLOORS SHALL HAVE A CRITICAL RADIANT IN FLOOR ?ATTE 5 FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER. EXPOSED R-Iq VIE FOAM PLANT , INSULATION MATERIALS EXPOSED ON THE SU FBR BSIIGR£ASA�AL ,AY FOAM UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WALL5 SHALL ] COMPLY WITH SECTION R516 e CONCRETE BOND BEAM SEE BEAM 5GHIEDULE FOR SPECS NOTE: R7023.1 MATI3RIAL5. ALL 6Y05UM BOARD MATERIALS AND ACCE550RIE6 SHALL CONFORM TO ASTM C 36, C 7q, G 475, C 514, G 630, C 451, G q60, C 1002, G 1047, G 1177, G 1176, C I276, G ScS OR G 1346 AND 5 4ALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THIS SECTION. ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO A57M C 557. APPLIED WOOD BASE 5/6" STUCCO FINISH (2 GOATS) FIN. FLOOR TO BE AT OR I, OVER 6' GONG. BLOCK W(1) #5 ABOVE FLOOD HEIGHT E BAR VERT. IN GONG. FILLED CELL AS, PER PLAN MIN LAP 30 4' THICK CON,. SLAB kV6x6xIO KAM. AROUND I DIAMETERS PERIMETER OF BLD6. ON b MIL VAPOR BARRIOR 1 OVER GLEAN, WELL COMPACTED TERMITE TREATED GLEAN SAND FILL. I . t FINISHED FLOOR O FLOOD VERIF-rWSURVEY NORM NOTE: R702.4.1 GENERAL. CERAMIC TILE SURFACES SHALL BE INSTALLED IN ACCORDANCE KITH AN51 A106.1, AlObA A1065, AI06b, A106.11, A116.1, A1163, AI36.1 AND A131.1. R702.42 CEMENT, FIBER -DEMENT AND GLASS MAT GYPSUM BACKERS. CDoENT, FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS IN COMPLIANCE WITH A5TM G 1266,, 1325 OR G 1176 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS SHALL BE USED AS, BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOVER AREAS. USE FIBER CEMENT TYPICAL NWERE FIBERGLASS - PREFAB UNITS ARE NOT INSTALLED. III-11I j: a � I' a . .L. .. L, I eBUILDING WALL SECTION A -A A3 SCALE: 3/4' = 1-O" TRU55 COMPANY TO FOLLOW THIS WALL SECTION TO DESIGN THE OVERHAN6 CONDITION HANDRAIL SOUTHERN Y. PINE #1 TYPICAL ALUMINUM FRAME, FASTEN TO 5TRXTLRE THIRII BUCK IN 5/16" TAPCON SCREWS e 12' 0/C. MIN. 1-1/4' EMBED PERIMETER SEALANT LASHING STUCCO FINISH CONC. OR MA50NRY Ix2 MIN. P.T. BUCK SET IN SEALANT AND NAILED WI-1/2' CASE HARDENED COIL NAILS AT 12' 0/,. MAX. DRYWALL BOARD — CAULKING JAMB DETAIL (WINDOW) WINDOW ATTACHED PER FBC R505 WINDOW FLASHING PER FBC R703.6.1 WINDOW ATTACHED PER FBG R506 WINDOW FLASHING PER FBG R7036.1 DRYWALL BOARD GAIN -KING ALUMINUM FRAME, SET IN CLEAR SILICONE 4 FASTEN N4 #6 x 1' L6. P.H. 5M5 O 16' O/C 4 6' MAX. FROM 605 SILL FLASHING PERIMETER SEALANT STLGGO FINISH FRAM WALL SILL DETAIL (WINDOW) I -'UAW l-7/Ib' PICKET SOUTHERN Y. PINE 01 SPACED TO REJECT v A 4" SPHERE m (Pb = 1150 psO TYPICAL m #12x3" WD. SCREW5 TOP 4 BTM. TYP. NOTE: R102.4.1 GENERAL. CERAMIC, TILE SURFACES SHALL BE INSTALLED IN ACCORDANCE WITH ANSI A106.1, AlObA A1065, A106.6, AI06.11, AII6.1, A116.3, AI36.1 AND A137.1. R702.42 CEMENT, FIBER -CEMENT AND &LASS MAT GYPSUM BACKERS. CEMENT, FIBER -CID -ENT OR GLASS MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C 12", C 1525 OR G 11-16 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREA5 AND WALL PANELS IN SHOWER AREAS. USE FIBER CEMENT TYPICAL WHERE FIBERGLASS PREFAB UNITS ARE NOT INSTALLED. J) IL LL a v ALUMINUM FRAME SECURE FRAME TO SILL WITH SILICONE -- 'v0 0 0� Qo IXI PRECAST OR POURED SILL W/ 1 #5 BAR PER METER SEALANT 4 FLASHING SILL DETAIL (WINDOW) WINDOW ATTACHED PER FBC R306 WINDOW FLASHING PER FBC R105.6.1 CONC. COLUMN NE4TFE7R STRIPPING C"--:&ARAOE BY DOOR MAN. DOOR &ALV. STL. VERT. TRACK BY MAN. FASTENED TO TRACK BRACKETS W 1/4" Z0XI/1" CARRIAGE BOLTS 4 LOCK NUTS &ALV. 57L. TRACK BRACKETS FASTENED TO WOOD JAI-0 W/ 3116'xl-1/4' LAG, SCREWS 2xb P.T. ATTACHED TO MAWS M171 D of COLUMN NU 1/2' AB. ATrAu+s+r SHWJ O 2'-O' O/C VERT. PIWVA4. MEN REINTTED (6" MAX FROM ENDS) W cahIPLE7E INSTRGnars JAMB DETAIL (GARAGE DOOR) �a0 A tr o Atop o�a COMPO5 TREAD #P, — ATTACH W/(5/I6" DIA x3" LONG 61 HEX HD SGRENS. 2 EACH SIDE SEE PLAN FOR RISER5 N ko FOR WALL MOUNT HANDRAIL DETAIL GONG. OR MASONRY DRYWALL BOARD 2x4 P.T. BUCK SET IN SEALANT AND SECURED W/ 3-I/4" x I/4" (MIN) QQo G. TAPCON5 AT B" C/C. DOOR TRIM DOOR FRAME FASTEN TO BUCK W/ (2) #B 6ALV. x 2" SGREW5 O 2'-O" O/G DOOR TRIM PERIMETER GAULKIN6 5nlCG0 FINISH HEAD/JAMB DETAIL (DOOR) DOOR THRESHOLD SET IN BED OF CAULK 4 FASTENED TO BILL W #6 x 1 1/2" SCREWS O 16" O/G PERIMETER GAULKIN6 FLOOR COVERING .,`o(G o0 O 0. °. GONG. FLOOR SLAB PERIMETER GAULKIN6 CONCRETE SLAB SILL DETAIL (DOOR) NOTE: ALUMNINIM OR WOOD RAILING PIIIH PICKETS SPACED TO FMJECLT A 4" DIA SPHERE 4 v l� milm.,I P.T. 2x12 STRINGER 5, 4 ACH OP1 COT PT 2xb FASTENED USE W/(2) 1/2" DIA. x3' ATTACH STRINGER LONG 6ALV. LAG, W(2JI/2' VIA-/ SGRENS. THRUB0LT5 INTO PT. SEE 4x4 plgN P.T. 4x4 POSTS �oh LIMBER: �� 45 WMBBR USED SHALL BE 5P 02 OR BETTER ALL LUMBER EXPOSED TO YEATHER SHALL BE PRESSURE TREATED OR RATED FOR EXTERIOR U5E. P.T. 2x12 STRINGER -_ -E- - STRINGER AGAINST STEM WALL USE 3-I/2' NA (I/4""� TAPGON50 2L. n4 I GI I I D i 612x5m M. m� #120"KD. BTM. TYP.— r SECTION STAIR I , SCREN5 TOP 4 _ YP STM. O IW o/c m A3 SCALE: 1" =1'-0" (ONLY APPLIES TO m GONNEGTIO TO WD. FRAMING. DOES WOOD FRAMING NOT APPLY TO STAIRS CONNECTION TO WOOD STAIRS eGUARDRAIL DETAIL A3 COVER ALL CONDITIONS 14 GA 1' MTL. STRAP. ONE ON EACH STRINGER WITH THE EXCEPTION OF A STRINGER ON AN OPEN SIDE MIME THE STRINGER 005 ON THE OUTSIDE EDGE OF A DECK IN ORDER TO CONTINUE A 2x12 FASCIA 14 6A M. STRAP SECURED TO SLAB W/ DRIVE FOR THE RMLS• EACH STRAP 15 NAILED TO THE END OF THE STRINGER PINS AND NAILED TO BOTTOM OF STRINGER W/ AND 55UPM TO THE DECK W NAILS OR DRIVE PINS DEPENDING ON 160 NAILS ON EACH 5TRINSM H-EAT ER V♦r'OD OR CONCRETE. IN GAYS HHERE STRAP CANNOT BE SEEN AFTER DRYWALL 15 H1N6, THE 5" WILL START FROM THE UICE'RSDE OF THE 51VWAR AS, -:HONK WEN STRAP CAN BE --- SEEN STARTING POINT WEN STRAP CANNOT BE SEEN STARTING POINT TOP RISER SHALL BE SEGURD TO DECK G20 P.T. SECURED TO SLAB W 3' DRIVE PINS. DEEDING ON CONDITIONS: STAIR SECURED TO 2x4 W 16d NAILS FROM THE 1) WOOD TRW OR LANDING W 5 Ibd NAILS 5TAG6LitED FI145T R15ER TO THE 2x4. NOTE THAT 2x4 P.T. 2) GONG. SLAB W 4 3' DRIVE PHS W 30# DOES NOT NEED TO 60 FROM STRINGER TO STRINGER TAR PAPER BETVEBN CONC. 4 STAIR 5) IN CASES, WHERE SLAB 15 TOO THNN TO HOLD DRIVE PINS PROPERLY, V4' TAPGON5 WILL BE USED INSTEAD 0 THE TOP RISER AND THE STRAP ATTACHING TO THE 5LAB. As STAIR DETAIL A3 STAIR DETAIL FILL COLUMN5 AND LINTEL SOLID I W/ GROUT T.O.B.B. 03 VERT. TIES ONLY AS, READ. SEE LINTEL SCHEDULE I I'' E •J t— H16H STRENGTH PRECAST LINTEL WREINFORGIN6 AS, READ. SEE LINTEL SCHEDULE coLLMlS BEYOND SEE FOUNDATION PLAN TYPICAL DETAIL LINTEL 0P A3 AT OPENING 6'x6' FILLED CELLS SEE PLAN OPENIN66 <= 6-0': PROVIDE 6'X6' MIN. AND COLUMN '+ V 777III BOND BEAM couwE SCHEDULE FOR / W 1-05 MID. OR REINF. -1T,. XB 6'" MIN. FORMED i J/ MASONRY OPENING GONG. BILL W 245 MD. HA50NRY�I WAIL OPENINGS > b'-0": PROVIDE 6'X6' MIN BREAK AWAY SIDE �'. BOND BEAM COURSE OF MASONRY " x r W245 MID. OR COLUMN FOR _ , -_ �•- f�' WX15" MIN. FORMED CONTINUOUS POUR ,:::- CONC. SILL W 2-85 MID. PROVIDE 6' MIN ... PROVIDE 6'x6' PENETRATION EA 46 MAX. FILLED CELLS W END 4 TIED TO 1415 VERT. DOVE. VERT. REIN. y— `" N W STD. ACI HOOK EA END O 4'-0' FOUNDATION OR ° ' I T O/G WHEN OPENING INTERMEDIATE 1 I EXCEED5 4'-0' BEAM ,.` =z WIDE SILL REINF. AT MASONRY OPENINGS (TYP.) 5/4' = 1'-0' EXISTING RE510 FLR LEVEL NOTE: RISERS ARE MAX 1-3/4' TREADS ARE 10' MIN. DEPTH 6C. TO VERIFY ALL FINAL HEIGHTS IN THE FIELD BEFORE CONSTRUCTION. ATTACH STRINGER TO NEW PT 4x4 W/(2)1/2' DIA THRUBOLTS INTO PT. 4x4 O 4' THICK CONC. BREAKAWAY SLAB ON h I MIL VAPOR BARRIOR OVER GLEAN, HELL COMPACTED TERMITE TREATED GLEAN 2x6 LANDING W/ 3/4' GDX PLYWD. GLUED 4 NAILED. ME•BEtS ARE 16" O/C MAX. LANDING 5ECURM To BLK WALL W/ 5" DRIVE PINS O- 12' O/C 2x4 P.T. SECURED TO BLK. WALL W5' DRIVE PINS 0 12' 0/6 DIRECTLY UNDER LANDING. SAND FILL. USE 1/2" FELT EXPANSION JOINTS ALL AROUND HAND COMPACT SOIL AROUND P05T - TYP. eSTAIR DETAIL A3 a CMU WALL STRINGERS TYP LANDING SECURED TO A 4x4 POST W ONE (I") 14 GAUGE STL. STRAP W/ bd NAILS. FILLED 4x4 P05T SECURED TO SLAB M. P05T ANCHOR SHOT WDRIVE PINS TO SLAB AND NAILED TO POST. FILL ALL HOLE5 r, rJe N 064450 �. BREAK AWAY SIDE OF . Q ,-,+ y' MASONRY COLUMN FOR 0, '• jT. ,. r:.':_J CONTINUOUS POUR SE BEAM SCHEDULE FOR REINFORCEMENT N; _ 4 .. I S, FILL COLUMNS 10 6'k6" FILLED CELLS Wt PEA GRAVEL CONCRETE 5M PLAN AND COLUMN SCHEDULE FOR REIN TYP TYPICAL CHANGE IN A3 BOND BEAM HEIGHT bN16" BOND BEAM (PER SGVIEDULE) 6'xb'PRECAST I: LINTEL. FILL COLUMNS AND LINTEL SOLID .,y..' W &ROUT #: 6146' FILLED CELLS W/ 115 VERT. (TYP) �P TYPICAL DETAIL A3 LINTEL ON COLUMN 2x WOOD OR PVC, PICKETS SPACED TO REJECT A 4' DIA SPHERE BOTTOM RAIL GUARDRAIL DETAIL - TYP. PT 2X2 MIN CONTIN BATTEN WOAW X 1-1/4' EMBEDMT TAPCONS O 24' O.G. NAILS 0.12 DIA, SHANK 5/6'DIA HEAD 1-1/2' LONG O W O.G. (WHITE) QUAD PANE. ALUMIVINYL VENTED SOFFIT 'AMC' J-CHANNEL 0,0155 THK ALUM W r-NAIL O 12' O.G. TO G55 4 16 6A I/4' SS, STAPLE W/ 7/6" MIN EMBEDMT O 24' O G. TO PT 2X2 BATTEN. (MIN) P SOFFIT ATTACHMENT DETAIL A8 OPTIONAL 1/4' THK x6'xl2' STL PLATE MELDED TO TOP LEFT AND TOP RIGHT SIDES OF STL ANGLE BOX. SECURE W/(2)5/6' DIA) WA a W O.G. INTO EACH PLATE. 4' MIN EMBED TYP. -- THRu-our 1/4' THK x2'x2' STL ANGLE o = = I NBLDED INTO BOX 514APE ADD DIAGONALS - I EACH 51DE _ - I PAINT ALL SURFACES FOR R.15T PREVENTION J4 E I/4' THK STL CENTER RIB 1/4" THK STL BASE BOLTED TO WALL (5/6' DIA) W.A. 12' O.G. (3 MIN) SIZE OF BASE TO BE DETERMINED BY &.G. @A/C SUPPORT DETAIL THE DESIGN PROFE55IONAL A55UME5 NO LIABILITY FOR IMPROPER 5LOPE5, GRADES OR MEASUREMENTS. ALL FIGURE5 TO BE VERIFIED BY A LICENSED GENERAL CONTRACTOR IN THE FIELD BEFORE GON5TRUGTION. revisions no. date REV 01 12AOA5 BLD6 GMT5 designed PAR drawn PAR checked sapAR date 10/2/15 scale 1/4' = I -0' N•NO) job n o . o-ov. . MIR h Shawn M. Stambaugh, PE FL. UC. 61650 - C.A. 26210 w V1 0 W LL 0 JO W cn U Cn T OC)WU _W J Z) J O LLI I— J Z Cn project QE-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 W W W.QEASSOCIATES.COM drawing SECTIONS & DETAILS sheet A-3 THESE PLANS CONFORM TO FBC - 2014 4 ASCE i-10 revisions no. date 2ND FLOOR ELECTRICAL PLAN SCALE: 1/4" = 1'-0" Q) SETS OF 0) M2/0 APO THNPI IN 1-1/2' COWUIT 0,Wr OF (5) 42/0 AWG, 11" IN 1-1/2' CONDUIT METER P*a 'A' O DI04 200A PANEL 200 A 221 1 #4 CU. CND. WIRE TO GOLD WATER PIPE AND 1-5/6' GDX 10' CU SUPPLEMENTAL GROUND ROD AND TO ONE REINFORGEING BAR IN THE FOUNDATION 20'-0" LONG MIN. ELECTRICAL RISER DIAGRAM N ELECTRICAL SYMBOLS DUPLEX RECEPTICAL 5HITCH �) TELEV151ON JACK ® SMOKE AT 12" A.F.F. 51N57LE POLE PREHIREO DETECTOR DUPLEX RECEP77CAL $ 5HI710H AT BASE s THREE HAY DUPLEX RECEPTICAL 5HITCH AT 6" ABV. COUNTER 4 FOUR WAY DUPLEX RECEPTICAL 5WITGH FLUSH IN FLOOR R RHIOSTAT DUPLEX RECEPTICAL 5HITCH sF1 &ROUND FAULT v DIMMER DUPLEX RECEPTICAL $ 5WITGH TOP REG. 5HITCHED K KEYED DUPLEX RECEPTICAL wP © SECURITY HATERPROOF KEYPAD DUPLEX RECEPTICAL uc .UNCTION UNDER COUNTER BOX 220 V. RECEPr c& E::P 5HITCH AT 12" A.F.F. DISCONNECT T HVAC (gyp\) PADDLE FAN THERMOSTAT L/ HU OR HO/ L16H7 n INTERCOM FLOURE5GENT AT 60" A.F.F. LI6HT FIXTURE ® TELEPHONE OUTLET IWcINDESGENTLIGHT AT 12" A.F.F. FIXTURE GL6. MNTED. TELEPHONE OUTLET INCONDESCENTLIOHr FLUSH IN FLOOR FIXTURE AALL. MNTED. G SPEAKER ® HI HAT �Y IN GL6. GL(5. MOUNTED SECURITY ®P HI HAT DOWS VAPOR PROOF FFl L. METER g t DISC. BREAKER PANEL EXHAUST FAN EXHAUST FAN LV DOOR RELEASE (� VOLUME CONTROL 1ST FLOOR ELECTRICAL PLAN SCALE : 1/4" = 1'-0" 6ENERAL CONTRACTOR TO COORDINATE FINAL HVAC LAYOUT KITH TRUSS LCOMPANY BEFORE TR55M ARE BUILT. J NOTE TO 6ENERAL. CONTRACTOR ALL ELECTRICAL TO BE FIELD VERIFIED AFORE INSTALLATION ELECTRICAL NOTES: A. HEAT STRIP LOAD GOVERNS OVER GOWEN5OR UNIT LOAD B. GENERAL LIGH71N6 CALCULATED a 1,740 (50.Fr) x 3 (WAT75/50PT) = =C/ 14 OENLT6.CIR) = 372.85 (WATT5EEA) C. CONDUIT SIZE. D. 5EE SUB -PANEL CALCULATIONS. R BRANCH CIRCUITS RUN IN ROPEX. A.I.C. CALCULATIONS (2 x 40 x 26,IR4)/(5000 x 240) = 1.75 1/1+1.75=.36 .36 x 26,I114 = 4525.09 A.I.G. OF SERVICE = 9525.04 A.LC. RATING OF PANEL = 10,000 in ABV FLD 200 -AMP PANEL'A' 100% GALL. BRKR WIRE SIZE DESCRIPTION M M DESCRIPTION 51ZE kqIFE 3RKR CALG. 10096 10,000 .......... A 7(2) ..... ..R . M6. ... "MI ........... . 1 3 2 4 CU»I ........... 06 .... R ......... {2) A .......... A - 5,000 { R M10 DRYEi 5 7 b 6 RANGE 06 R 0{2) 12,00 - - - 2,700 20-2 R M12 DISHWASHER DISPOSAL 1410 II HOOD 012 R 0-(I) 1,500 - 12 KASHER 012 R 1204011,500 1 - - I,500 20-(1 R 012 1 REPRI6. 1314 MICROWAVE M12 R 0-(1) 1,500 - - 1,500 20{I) R M12 APPLIANCE 1516 WP ON M12 R 20-111 1$00 - - 1,500 2041) R M12 APPLIANCE 17 15 HP GFI 012 R 20-(I) %500 - B 372 15{I) R 014 BREAKFAST NI2r, KITCHEN LTG. MI4 R 15410 372 B B 372 15-0) R MI4 BREAKFAST 21122 SMOKE OET. M12 R 20-0U 400 - B 372 15{0 R M14 LIVING RM 2124 M BATH 0I4 R 15{I) 5-12 B .B 372 15-00 R 014 LIVING RM 6 BEDROOM 014 1 R 15-(1) 372 B B 372 15{I) R 014 HALL U ES BEDROOM MI4 R 15{I) 372 B - 1500 20{I) R 012 IL. / ALARM 241lx BEDROOM 014 R 15{I) 372 B B 372 15-0U R MI4 BEDROOM 313 FLDOOS. 014 R 15{I) 372 B B 372 15{U R 014 BEDROOM 55 BEDROOM 0I4 R 15{I) 372 B - - - - - SPACE 53 IN.5TAHOT .......... 06 .... R ......... 42) 6500 .......... - - - - - - SPIN 41 IN5TAH07` M6 R -(2) 6500 - - - - - - SPACE 41 10 16,304 A.I.C. RATING 10,000 156,104 1- TOTAL ALL PANELS 55,008 Ist 10,000 at 100% 10,000 REMAINDER AT 40% 11205.2 A/C LOAD AT 65% 6,5500 TOTAL = 55,426.4 / 240 = 141.61 AMPS THE DE516N PROFESSIONAL A55UME5 NO LIAZILITY FOR IMPROPER SLOPES, GRADES. .,OR MEASUREMENTS. ALL FIOURE5 TO BE VERIFIED BY A LICENSED GENERAL CONTRACTOR IN THE FIELD BEFORE designed PAR drawn PAR checked 55iPAR date I0/2/15 scale 1/4°=P-OmAMO) Job no. 15-070. Pm W a A � o W U- � o� �+ a D U)o Cn 00 J W U W J (D W F- JZW project QUA QUANTUM ENGINEERING ASSOCIATES INC. StructuralE'ngineering 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 ELECTRICAL PLANS sheet E-1 MESE PLANS CONFORM TO FBC - 2014 4 ASCE "I-10 revisions no. date 3' X 5" CLEAR UNOBSTRUCTED OFENIN6 O SEE PLAN FOR BAR 512E AND SPACIN6 OF 5000 P51 &ROUT FILLED CELL. PROVIDE GLEANOUT AT BOTTOM TO ETL9URB PROPER FILL. ADD WEEP HOLES AT 1/5 AND 2/3 OF SPAN HOOK REINF. BAR 12' AT TOP AND BOTTOM b" x 6' x 16' CONCRETE MA50MY UNITS W/ TYPE "M' MORTAR 4' CONCRETE SLAB W/ bxb *IOAO WELDED WIRE ME5H ON CLEAN COMPACTED FILL VAPOR BARRIER TYP. GROUT FILLED MASONRY CELL DETAIL 1_`_MA50NRY WALL MATCHING DONEL5 40 BAR DIA. MIN. WSTD. HOOKS #5 DIA REBAR 0 4b" O/C VERT. WIRE MFSH ., lcnrt7vtrc5r ppp BAR5 ONLY AS _- 5M EQ. EQ. GONT.REBAR SEE FOOTING SCHEDULE SEE 5GFED. E 76E BARS ALWAYS REMIAN. SPACE OTHERS SQUALLY F5 CONT. ISOLATED SPREAD MASONRY WALL MATCHING 00keL5 46 BAR DIA. MIN. *STD. HOOKS 1-" CONT. 3' MIN. CLR g BAR5 ONLY A5 GONT.REBAR SEE FOOTING SCHEDULE SEE SGHED. l EDGE BARS ALWAYS REFIIAN. SPACE OTHERS EQUALLY F3 CONT. ISOLATED SPREAD 2#5 DIA SM PLAN FOR ACTUAL NO. t DIM OF RISERS AND TREADS 1 a5 NoS,NG TYPICAL (2) LAYERS 6xbNIAMIA W.W. L� — SEE PLAN r ' •r 6 a -0C 10' I a CCNT. . FOOTING .' I FI SEE SCHEDULE i F6 TYP. CONC. STAIR DETAIL #5 DIA REBAR 0 48" O/, VERT. damprWIRE MESH .. I 1KAr Svc"Kx BARS ONLY AS READ. am W. EQ. CONT.REEAR SEE FOOTING SCHEDULE L SEE 5CHED. EDGE BARS ALWAYS REMIAN SPACE OTHERS EQUALLY F1 F2 CONT. ISOLATED SPREAD VTR 2 JAL I VTR I ZJIL I INT WOOD POST I I SEE FRAMING PLAN I TRAN5VFR5F REBAR ONLY AS REOD. SEE FOOTING SCHED. I Sti-4, NMPED WIRE MESH I W� C' PAD REBAR 4�� EQ. EQ. SEE P00TINS 5C}ED. ,�, BATHRM OMIT CENTER BAR SCHEDULE W'EN ONLY (2) REQD. �� 4'l F4 INT. MONOLITHIC PAD BATHRM W� Orl^' KITCHEN G2 L — — G2 G2 LG2 G2 — — — — — — — — — G2 loci 1001 TYPI 44d PSI MIN. POURED / OONC,=W OVER 6x6xIOAO HAM. OVER APPROVVEL9i,yAPOR BARRIER AND WILL / L COMPACTED AN 95 %) CLE/ AND TERMITE TREATED SOW FILL. SHADED CELLS INDICATE 8'xb" W(I)OS DIA VERT. o 48" O.C. MAX / FROM SLAB DOWN TO FT6. TYP. THRU-OUT NOTE TO BUILDBi/'.�UBGON TORS: ^' � / / F2 // BUILDER SHALL COMPL WITH FBG r , G2 / / / SECTION R404.11 FOR / h CO TRUGTION / / NOTE INALL MA50NRY RETAIN IN& WALLS / / \1 SHALL BE GROUTED SMID BELOW LEVEL PLUMBIN6 FIXTURE5� SHOWN FOR REFERENCE ONLY \(y G:2/ o 0 FIN FL / / 5� FLEW e VERIFY ALL `-LAB HTS G2 BEFORE CONSTRUCTION J G4 \.:\ G2 F5 49 FROM P.F.E. G4 \ \\ ry 02 / F2 L16HTLY SHADED CELLS IND ATE 150° 8'xb" W(I)#5 DIA VERT. 0 46' OL. IN — 2 STEI49ALL FROM SLAB DOM To 6. TYP. F6 nh __J 4`?.. (6�211 I \ I Z, irR JIL UP 1°cb•3, R I e 1�oq FAR i 2R° FAR I I I VvJ Ti''C 2' 3' PWDR RM MAIN 4' Go RAIN r°SE ER PLUMBING RISER DIAGRAM FOUNDATION PLAN I N IE SCALE: 1/4' = 1'-0' COLUMN SCHEDULE MARK SIZE TYPE DESCRIPTION Bxb GONG. BLK. W/1 FILLY &ROUTED CELL W-05 VERT. EA. CS-L C11 BLOCK 0 8'-O' O/C OR AS LOCATED ON PLAN Bxlb CON,BILK. W12 FId1Y 6RdlTED CELLS Wq-03 VERT. EA. CFLL C-2 BLOCK 450IRRE5ULAR RINKER Tg90 OR BZAL C-3 BLOCK FULLY 6ROUTFD WAS VERT. SA CELL 8xi6 COW, BLK k4 R LLY 6ROUTED CELLS W-*7 VER7 F.A. CELL G 4 BLOCK FOOTING SCHEDULE DETAIL MARK SIZE ()*0) REINFORCING DESCRIPTION NO. W/3115 CONTIN. (I TOP, 2 BOT) EXTERIOR STEM WALL F-1 18' x 12" x CONTIN PO4 TRANSVERSE BARS 0 46' O.C. ONE STORY FI Wr3 a5 CONTIN. (I TOP, 2 BOT) EXTERIOR STEM WALL F-2 21" x 12' x CONTIN H*4 TRANSVERSE BARS 0 46, OL. TWO STORY F2 W/3 05 CONTIN. (I TOP, 2 BOT) INTERIOR STEM WALL F-3 1 21" x 12' x CONTIN W/44 TRANSVERSE BARS 0 46' OL. 0 STEP F3 P-4 16" x 16' x CONTIN W/3 M5 CONT. (I TOP 0 2 BTM) INTERIOR MONOLITHIC F4 F-5 ON x Ib' x CONTIN W13 M5 TIT• (I TOP O 2 8TM) INTERIOR MONOLITHIC 0 STEP F5 SMART VENT HYDRO VENT. (200 5.F. PERI PER 32222 FBC-R 2014 5TH ED.. SEE FLOOR PLAN FOR SQUARE FT. CALL. OF 6ARA6E. 6L. TO FIELD VERIFY ALL FINAL RISER HE16HT5 WITH FINAL GRADE DOWN TO PAVERS BEFORE CONSTRUCTION NOTE TO BUILDER: VERIFY ALL DIMENSIONS AND MOLES SHOWN WITH 517E SURVEY INFORMATION BEFORE CONSTRLIGTION NOTE: HEATHERIN6 AREA PER TABLE 501.211) VEATHIERIN6: WW&IBLE TERMITE: VERY HEAVEY NOTE TO BUILDER: MASON: EXACT MASONRY OPENING 51ZE5 ARE TO BE OBTAINED FROM BUILDER BEFORE CONSTRUCTION DUE TO VARYING MANUFACTURER M.O.'s. SEE FLOOR PLAN FOR WINDOW PLACEMENT AND LABELING. -_- -- 6L. TO VERIFY ALL FOUNDATION DIMENSIONS AND FIN15H FLOOR HEIGHT WITI4 SURVEY INFO BEFORE CONSTRUCTION SLAB: POURED CONCRETE SLAB OVER (SEE SLAB 9PEG5) OVER APPROVED VAPOR BARRIER AND YELL COMPACTED (TO 45 %) CLEAN AND TERMITE TREATED SAND FILL. NOTE: G.C. TO VERIFY ELEVATIONS WITH SURVEY AND ADJUST ACGORDINSLY IF NECESSARY BEFORE CON5TRUCTION. DO NOT EXCEED MAX BUILDIN6 HT. ALLOVER BY LOCAL GODE5. THE DES16N PROFESSIONAL ASSUMES NO LIABILITY FOR IMPROPER SLOPES, 6RADE5 OR MEASUREMENTS. ALL FIGURES TO BE VERIFIED BY A LICENSED GENERAL CONTRACTOR IN THE FIELD BEFORE CONSTRUCTION. NEW PLANS COWORM TO FBC - 2014 4 ASCE I -IC designed PAR drawn PAR checked 55/PAR date 10/2/15 scale 114' = I'-O' AMO) Job n o . o-,o70 . KUR M Shawn M. Stambaugh, PE FL. UC. 61850 - C.A. 26210 W o � rrQ Vl 0 W U- OH JO �U 00 (n LIJ LLI U W Lo J O LJ IJ- J Z U) project QUA QUANTUM ENGINEERING ASSOCIATES INC. Struetural Engineering 0 Cost Segregation 300 AVENUE OF CHAMPIONS PALM BEACH GARDENS, FL 33418 561.202.6994 FAX 561.296.2494 W W W.OEASSOCIATES.COM drawing FOUNDATION PLAN TIE -BEAM SCHEDULE REINFORCING 1 43 HOOP' TOP MID BTM MARK SIZE OR 5TIRRUF5 REMARKS TYPICAL MASONRY TIE BEAM CON. 1 6B-1 6x16 Its - - NOW REOD. (2)COURS15 FILLED GASTCRETE HIGH STRENGTH LINTEL 1-1 8x1b 145 - 178 NONE READ. (2) CCUZS15 FILLED GASTCRETE H16H STRENGTH LINTEL L 2 Bx38 INS - 115 NONE READ. ALL COURSES FILLED GASTCRETE H16H STRENGTH LINTEL L-3 6x40 IN5 - I05 NONE READ. ALL WLRSES FILLED CASTCRE-TE HIGH STRENGTH LINTEL L-4 &C4 1#5 - 115 NONE REOD. ALL COURSES FILLED FILL COLUMNS AND LINTEL SOLID W/ 6ROUT _ TABB, N3 VERT. TIES ONLY AS READ. SEE LINTEL SCHEDULE HIGH STRENGTH PRECAST LINTEL W7REINIFORGIN6 A5 REGO. 50 LINTEL SCHEDULE COLUMNS BEYOND SPP FOUNDATION PLAN TYP. DIET. LINTEL ON COLUMN 3/4" = 1-_0' 60x8' FILLED OPENIN55 <= 61-01: CELLS 50 PLAN PROVIDE 8"X8' MIN. AND COLUMN y BOND BEAM COURSE SCHEDULE FOR r t / W/ 1-4115 MID. OR REINF. II -----.n*--J/ 8"X8' MIN. FORMED .................::::....... MASONRY GONG. SILL W/ 2-05 MASONRY OPENING MID. WALL OPENIN165 > b'-0"; 1, PROVIDE 8"XB" MIN. BREAK AWAY 51PE I BOND BEAM COURSE OF MASONRY x z W/ 2-ff5 MID. OR COLUMN FOR I Fr '� -1- b'Xb' MIN. FORMED CONTINUOUS POUR IIII GONW, SILL W/ 245 MID. I PROVIDE 6' MIN. I - PROVIDE b'xb' PENETRAT ON EA. 48 MAX FILLED CEL1-5 W/ END 4 TIED TO 1-05 VERT. DOWEL VERT. REINF. 7 y __ _ W/ 5TD. AGI HOOK FOUNDATION OR EA. END a 4'-0' INTERMEDIATE1 0/G WEN OPENING I BEAM EXCEEDS 4'-0" • -.4- -.i -- "�: 1i r.--- �� - q WIDE SILL REINF. AT MASONRY OPENINGS (TYP.) 5/4" = 1'-0' All o r AaT *��I LATERALF LOADSFOR a SAFE UPLIFT LOADS FOR 8" PRECA5T 4 PRE5TRE55ED U-LINTELS SAFE GRAVITY LOADS FOR 8" PRECA5T 4 PRESTRESSED U-LINTELS C,�,,C4,fer SAFE LOAD PLF LENGTH TYPE 8U8 8F8 � 2'-10'(341 PRECAST 1293 1642 2135 3'-6" (42' PRECAST 1025 1024 1830 4'-0- (48' PRECAST 765 763 1365 4'-6" (54' PRECAST 592 591 1057 5'-4" (64' PRECAST 411 411 734 5'-10'(701 PRECAST 340 339 607 6'-6" (781 PRECAST 507 721 483 7'-6' (90' PRECAST 424 534 357 9'-4- (1121 PRECAST 326 512 227 10'-6'(1261 PRECAST 284 401 178 11'-4"(1361 PRECAST 260 452 152 12'-0'(1441 PRECAST 244 402 135 13'-4"(160' PRECAST 217 324 109 Ie-O'(1681 PRECAST 205 293 98 14'-B'(1761 PRESTRESSED N.R. 284 89 15'-40(1841 PRESTRESSED N.R. 259 82 17'-4'(2081 PRESTRESSED N.R. 194 63 19'-40(2321 PRESTRESSED N.R. 148 51 21'-4'(2561 PRESTRESSED N.R. 125 42 22'-O'(2641 PRESTRESSED N.R. 116 39 24'-0-(288' PRESTRESSED N.R. 91 33 4MIM Cwf91 SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH BFB 1T BFi2-1T 9F15-1T 9F20-1T OF24-IT WMAT BF32-1T BFIf-27 6F12-27 5F75-Zf wA-Zf 6t24-2f N28-Zf BF32-Zf 2'-10'(34' PRECAST 1072 3173 4459 5747 7034 01 9608 572 3173 4460 5747 7034 8321 9608 3'-8" (427 PRECAST 1569 2524 3M7 4589 5591 8513 706 1569 2524 3547 45" 5501 5613 7835 4'-0' (481 PRECAST 1353 2192 3079 3986 4863 5740 SW 1363 2102 3079 3886 48M 5740 8627 4'-8' (547 PRECAST 1207 1940 Z744 3508 4202 5077 5851 1207 1940 2724 3508 2 5077 5861 5'-4" (64' PRECAST tote 1632 2290 2948 3607 4298 4024 1016 1632 :FN 2849 3807 4285 4024 5'-10'(70' PRECAST ON 1402 2003 2694 3295 3W7 4408 on 1402 2093 2694 3205 3867 449a 6'-6" (781 PRECAST B3512 1340 INN 2419 2959 3t98 40M 83S 1340 1880 2419 1 29M 3498 40M T-B" (90' PRECAST 727 1021 1 12 21 11 257110 10 3508 9 727 1165 i834 2102 1 2571 3039 35M 9'-4" (112' PRECAST 591 660 113915 1471051 18111 21 16 2 1 591 851 1328 17DS 1 2064 2463 2842 10'-6-(1261 PRECAST 5W 552 91415 IISM151 145815 1799 200705 530 me 1183 1526 18M 2204 2544 ' 11-4" (1367 PRECAST 474 485 79B is t 75 1272 t 161 t5 1749 t 494 SW1028 1422 1738 2053 2399 12'-D" (1447 PRECAST 470 9 441 72304 935 14 1151 15 1 15 1 15 470 543 926 1349 1849 19G 2247 13'-4' (160' PRECAST 416 f 375 B06 14 7B3 14 962 14 114114 13211 428 1 455 770 1145 1444 1718 1993 14'-0'(1681 PRECAST 354i 346 55914 723 14 8B7 14 1 14 121 14 410 420 709 1050 1434 8 f8B4 6 1OR 14'-8"(176' PRESTRESSED 323 519 t 87t t e73 t 978 a n t 246 390 555 958 1324 8 1 11 187 11 15'-4'(1541 PRESTRESSED 224 302 4e5f 828 13 767 t 9W(13 1 1 230 364 BOB N7 1M4 6 1 14 180114 17'-4'(2087 PRESTRESSED 197 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 12WI41 14 14 19'-4"(2321 PRESTRESSED 162 222 M7 tt 448 ft 546 12 SU(121 746 12 lee 261 424 616 831 1 14 1 14 21'-4' (2561 PRESTRESSED 142 10 306 11 393 11 480 11 557 11 115401 142 2W 389 531 713 903 1 1 1 22'-0'(2641 PRESTRESSED 137 192 295 14 378 11 48f to 545 tt eZo tt 137 221 354 508 581 MI 13 097 1 24'-O'(2881 PRESTRESSED 124 175 267 10 M1 to 415 10 01 to 565 to 124 200 318 450 OW 755 12 B75 1 (J) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. 4011W-40m SAFE LOAD - POUNDS PER LINEAR FOOT T1PE LENGTH 8U6 8F6-OB M-18 6FT2-M BF12-IS eFte OB 8116-48 BPtO OB 6FR0-1B 8e24-0B OF24-18 Be" BFA-19 11Y32-121 -10 2'-10'(34' PRECAST 2231 3069 4803 $113 7547 8974 10304 11809 3089 48M 6113 7547 W74 10394 11809 3'-6' (42� PRECAST 2231 30°B 3719 5163 8607 8054 9502 1098t 3060 4505 6113 7547 8074 10304 11NO 4'-0' (487 PRECAST 1968 2551 2751 3820 4690 5981 70M 8107 2693 4W5 6113 7547 8974 10304 110M 4'-6' (54' PRECAST 1599 1969 2110 2931 3753 4576 5400 8224 2189 4375 0113 7547 S572 IM94 118M 5'-4' (84' PRECAST 1217 1340 1436 t999 2500 3123 36N 4240 1853 3OW SM 7547 19 19 101 19 5'-1D'(70' PRECAST 1062 1105 1t73 1631 2090 2549 JIM 3470 1451 2822 43M 71 45 19) 11 19 6'-8' (78' PRECAST SIN 123B 2177 348D 3031 3T07 4383 5061 1235 21T7 3480 5381 MW 1 14 T-6" (90' PRECAST 743 loll 1721 2632 2205 2698 3191 3685 1011 1729 2661 3M8 5681 887 44 72 15 9'-4" (1121 PRECAST 55,4 599 1180 1625 2554 3486 2sis 3302 752 1245 IN3 2564 3486 4706 4 10'-6'(1261 PRECAST 475 535 DOD 1247 2093 2777 2163 2535 643 1052 1533 20B3 2781 3843 4754(45 11'-4' (138� PRECAST 3g2 5az 045 13M Isle 2423 3127 4W6 582 945 1355 180 2423 1 3127 4W6 17—O'(1447 PRECAST j37 ''� 03 1254 1884 2193 2005 3552 540 873 1254 1654 2123 2805 3552 13'-4'(160' PRECAST 296 471 755 1075 142E 108 2316 2883 471 1 755 1 1075 1425 1838 2316 2W3 14'-0"(188� PRECAST 279 424 706 1002 13H 1897 2127 26T0 442 705 1002 1328 1807 2127 26T0 14'-8'(1761 PRESTRESSED N.R. R NR R NR NR NR llR 458 783 1370 1902 2245 2517 _2712 15'-4'(1841 PRESTRESSED N.R. NR NR FR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'-4'(2081 PRESTRESSED N.R. NRR NR NR AIR NR MR300 548 950 1325 1608 1848 3D47 19'-4*(232.1 PRESTRESSED N.R. NR NR NR NR NR NR 02 420 750 1037 1282 1515 1718 21'-4"(258' PRESTRESSED N.R. NR NR NR NR NR R NR 180 340 590 845 1114 13H 1468 22'-0"(2641 PRESTRESSED N.R. R NR R R R R R 165 315 550 754 1047 1285 1399 24'-O'(2881 PRESTRESSED N.R. R R 1 R 1 R R R R 129 250 1 450 1 054 804 1092 1222 (1) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. COW 2X4 P.T. RIBBON W HILTI DNI-72-Pb s B' O/G MAX NAIL SIEATNINS PER DIAPHRAOM 5GHEWLE 2x4 BLOCKING a 24' O.G. / W/ 0)10d TOENAILS EA. END PRE -FAD ROOF 79L55 a 24' 0/G SECTION s2 CONNECTION DETAIL 19/'32' ROOF PLYWOOD. NAIL PER DIAPHRASM SCHEDULE ENS. AND APPROVED WOOD TRU55E5 SEE TYP. WALL SECTION FOR ACTUAL HEEL AND OV6tHAN& CONDITIONS SEE TRUSS CONNECTOR SCHEDULE SELECT CONNECTOR SHOWN ON BRACIN& PLANS INSTALL PER MFR. SPECIFICATIONS SEE PLAN •rt T.O. WALL • 1 4'-0' CONC. TIE -BEAM OR BOND BEAM B'C UWALL GCONNECTION DETAIL HB va L-3 L-3 00 EIGI I I I I I I00I=====p— 00 — _ _ — — — 8'xlb' BOND i r BEAM (PER © L 5GHEDULE) / 6"xb' PRECAST LINTEL. / 1 FILL COLUMNS r` AND LINTEL SOLID W/ &ROUT t :{ 8"x8" FILLED CELLS W/ 145 TYP. DET. LINTEL ON COLUMN L-I . I \--FLOOR TRUSS EXTEND PAST PT WD POST AS 6' DEEP MEMBER 2X6 FLOOR J015T IN 51HWN LU26 HANGER W/(6)lbd HAILS TO TRUSS 4 (4)IOdX 1-1/2' HAILS TO JOIST 4 OTHER ENO FASTENED TO TOP OF WALL KE43M STRAP PER DETAIL 6/52 2 0 — S2 0 0 1 _q 1 S2 lo'-0• roe8 8=6° T.OBB. X-BRACE BETNEEN EVERY TRUSS 5/4' FLOOR SHEATHING FASTEN TO MASONRY W/Y4" x W/ 2x4 SP 4 (2) 16d END NAILS, 2-S4" L6. TITENS 4 TO EA. END POW CONCRETE W/Y4' x 2-i" L6 FLOOR TITENI5 TRU55 U5P HTA20 EA. TR1155 W/ (10) IOd NAILS TYPICAL SIMP50N FASTENERS ALLOWABLE LOADS a.05) MODEL NO. MASONRY HEADER JOIST UPLIFT (133311) MASONRY 000%) H/210 8-VTENS 4-I0dxl-Ij' 575 2400 RaO-2 14-TITENS 6-10d 1065 4350 H/210-2 0-71TEiS 10-10d 1610 50M HJ410 I6-T1TEN5 10-I0d 11010 50M WU210-.5 14-T11EN5 6-10d 1135 3600 SHIt.T FWNSER 0#45W ON W:WW J SIZE 4 MISS, INIM LOADS. 5 NOTIFY VOK IF LOADS EYZaV CAPAOITIE5 SHOW s2 CONNECTION DETAIL CONC. TIE -BEAM OR DOUBLE MA50NRY BOND BEAM REQUIRED PER SCHEDULE (2) 2x4 P.T. ixocKIN6 BEmEEN TiR)Je 4 ANCHORED TO TOP OF LEDGER WITH I6d NAILS a B" 0/G USP 'HTA20' EMBED STRAP at 4'-0" 0/6 w/ 00) IOd x 1-1/2' L6. NAIL SHEATHING TO TRUSS AND BLOCKIN& PER DIAP iRAOM S0fiXU E. HOLD _5EATHIN6114N BACK OFF MASONRY y-a _ FLOORJ'�! a a • :• TRUSS 5 i- y 14 02x12 P.T. CONTIH1d15 — ATTACH TO MASONRY Wt SECTION 51e' DIA. WEDGE ANCHORS ELEV. a 12' 0/C MAX TYP. 2 Wt 4" MIN. EMBED. s2 CONNECTION DETAIL TRUSS MNFR TO - PROVIDE WEB AT BEARN6. s2 CONNECTION DETAIL (1) ROW OF 10d NAILS at 6' O/c INTO 2x8 PT LE06ER x CONT. N10 ROWS OF 0.145' DIA. PAPA at 16' o% 04/2" EMBED), 5TA66. USP "HTA 20' DEW STRAP at 4'-0" o/4: w/ (10) Od x 1-1/2" LIS. INTO 2xbx6'-0" LONG SP FLAT BLOCKIN& INSTALL 10d x 1-112" at 6" o% 16' — INTO 2x6F1ATE4.K6 � T� • • FLOOR TRU5W5 CONIC. TIE -BEAM OR DOUBLE MA50WY BOND BEAM REWIRED PER SCHEDULE SECTION ELEV. s2 CONNECTION DETAIL 0.145'Q x5' LIS. PAP. o 12' 0/6 BEAM CONG. OR MA50KY TO P06T 2�dp�NAILS MP50N ABUT" NA DOANI t APPROVED EOUAL (U 1124 DIA. AEPW ANCHOR 4' MIN. EMBED. CONNECTION TOP 4 BOTTOM s eAPPLY s2 CONNECTION DETAIL EN6V 4 APPR &IRDERTRUSSES MEET EA. OTHER o 90 DES. ANGLE OVER COL. LOCATION. (5EE FRAMING PLAN) BLOCK BY TRU55 MIiZ 1/4" STEEL SEAT 4"x4' XOOP COLUMN (2) 5/6" DIA. BOLTS THROUSH P05T (4) 5/8' I TMiU-BO 2 EA. GIRI VERIFY W/ TRL65 MF6 W CONNECTION DETAIL THE DE516N PROFE55IONAL A55UME5 NO LIABILITY FOR IMPROPER 5LOPE5, 6RADE5 OR MEASUREMENTS. ALL FI6URE5 TO BE VERIFIED BY A LICENSED eENERAL CONTRACTOR IN THE FIELD BEFORE CONSTRUCTION. revisions no. date REV NI 12/10/15 13LDS GMTS designed PAR drawn PAR checked _-,apAR date 1012115 s c a l e VW = ILO" (V.N.OJ Job no. 15-070. MUR Shawn M. Stambaugh, PE FL. UC. 61850 - C.A. 26210 W W a A � V1 0 W ILL JO Mom' U U oo LU U N� J � OLLU J z cn project QUA 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 drawing 1ST & 2ND FLOOR FRAMING PLANS sheet S-2 THESE PLANS CONFORM TO FBC - 2014 4 ASCE 'I -IC revisions no. date ROOF BRACING PLAN SCALE : 1/4' - 1'-0" 365# MAX UPLIFT 7-11-71 BRACING NOTES: 1. BRAGIN6 SHOWN DOES NOT INCLUDE TEMPORARY BRACING RECd')IRED FOR THE ERECTION AND INSTALLATION OF TRUSSES PRIOR TO THE INSTALLATION OF PERMANENT CROSS BRACIN& AND YE$ LATERAL BW/N6 REOUIRVOE M. TEMPORARY BRACING 15 THE RESPONSIBILITY OF THE TR1651NSTALLER AND SHOULD REMAIN IN PLACE AS LONG AS NECESSARY FOR THE SAFE AND ACCEPTABLE INSTALLATION OF THE ROOF OR FLOOR (REF: BIC51 1-05). 2. PERMANENT ktB LATERAL BRACIN & 15 TO BE INSTALLED A5 540WN ON THE INDIVIDUAL TRIM DRAWINGS (NEB LATERAL BRACIN& 15 NOT SW;* ON THIS SHEET). PERMANENT PE8 LATERAL BRAGIN & 16 TO BE RESTRAINED TO PREVENT LATERAL MOVEMENT BY SOLID ANGHAORAOE TO END MAILS, OR BY PERMANENT DIA60NAL BRAGIN5 (NOT SHOW IN THE PLANE OF 7HE hE8 WMBM AT INTERVALS NOT TO EXCEED 20 FEET ALON& CONTINd)OU5 WEB BRACE. (REF 5651 I-W). 3. PER"ENT DIA60NAL BRAGIN O AS SHOWN ON THIS SHEtT DOES Nor INCLUDE BRACIN& REQUIRED FOR &ABLE END 5TUD5 OR BOTTOM CHORD OF 6ABLE END AT WALL. REFER TO 5TANDAR0 6ABLE END DETAIL FOR BRACIN & REOU1REMENTS. 4. ALL TOP CHORDS ARE A55ahED TO BE SHEATHED, AND ALL BOTTOM CHORDS BRACED BY A R16112 CEILING SYSTEM. REFER TO INDIVIDUAL TRU55 DRAWIN55 FOR BRACING REQUIREMENTS OF NON-5HEATHED TOP CHORDS AND UNSUPPORTED BOTTOM CHORDS. 5. REFER TO TPI /WGTA SC51 1-03: COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLA7ON AND BRACIN& METAL PLATE CONNECTED WOOD TRUSSES' APPENDIX C, FOR RECOMMIFNDED SEQUENCE OF INSTALLINS BRACING 60MPOIEN75. 6. THE 5TRLCTURAL ADEWACY OF THE INDIVIDUAL TRU55 DESIGNS TO WITHSTAND 6RAVITY AND WIND LOADIN55 AS HELL AS GIRDER GOMWEGTIONS AND LOADS ARE THE RESPONSIBILITY OF THE TRU55 DESIGNER. AWHORA6E OF THE TRU56E5 AID GIRDERS TO THE 5LPPORTINS STRxnfie TO MIITHSTAND WIND' UPLIFT 15 THE RESPONSIBILITY OF THE PROJECT ENGINEER OR ARCHITECT 7. THE BRAGIN6 FOR THE ROOF SYSTEM 15 DE516NED FOR BOTH ., POSITIVE t NEGATIVE PRESSURE AND MEETS THE REOUIREWE OF 2014 FBC. 5TH EDITION B) I i ��n:cICYAL7 GEIUNI6 FIGURE 36: PERMANENT DIA60NAL BRACING IN THE PLANE OF THE N® MEME 9 FIGURE 371 PERMANENT BRACING IN TIE PLANE OF THE WEBS FOR PITCHED TRUSSES HORIZONTAL BRID61N9 WITH A MINIMUM 2xb STRONWACK CONNECTION TO EACH TRU55 WITH 5-I0d NAILS AND ATTACHED TO WALLS OR OTHER R1610 POINT AT EACH END (REF: 5051 1-05). PROVIDE OVERLAP OF AT LEAST (5) TRUSSES (FLOORS ONLY). SEE PLAN FIGURE W. PERMANENT BRACWS IN THE PLANE OF THE DE85 FOR PARALLEL CHORD TRUSSES LATERAL BRACE 45' R 49' —LATERAL BRACE F1aaRE ". PERMANENT BRACIN6 IN THE PLANE OF 7 -C WEBS 411# MAX UPLIFT TG-I FLOOR BRACING PLAN SCALE: 1/4' = 1'-0" TRUSS CONNECTOR SCHEDULE FASTENERS PER ALLOWABI E UPLIFT PARALLEL LOAD (F2) PERFEIV LOAD (PO PRWXT MARK U5P CONNECTOR TRU55 GONWTE-BEAM 51116L1 STRAP DOUBLE 57RAP 51NGLE STRAP DOUBLE STRAP 51NSLE STRAP DOUBLE STRAP APPROVAL TG-1 HTA 12 (B) IOd x I-W. - I6C0 # 3200 # 660 # 1320 # 590 # 1160 # FL 659 TC-2 HTA 20 (10) IOd x I-1/2' - 1615 # 3230 # MO # 1320 # 590 # 1160 #aRL FL 659 76-3 RTI6M (') lod x 1-1/2' (4) 1/4' x 1-3/4' TAP. 1395 # 2790 # 460 # 960 # 630 # 12600FL 10739 TC-4 H5AM10 (4) 1/4 xl-1/2' (4) f/4" x I-3/4" TAP. 915 # 1630 # 1075 # 2150 # 7400 1460 617 D ALLOWABLE LOADS ARE BASED ON LOP CATALOG rM Ed. 2) BLDR HAY 115E LOOM STRAPS OF SAE£ TYPE 5PEGFIED. 5) USE SALVANIZED NAILS AS SPECIFIED BY MAH.FAC7IRER 4) TFPC4N5 *IOLL.D BE LOCATED AT THE FARTIEST POINT FROM THE TOP OF THE BEAM. 5) PAWPE APPROVED M015TLNM BARRIER PLATE OR BUI DINS PAPER SETT M HASOW WALL AND EACH TRW. DIAPHRAGM SCHEDULE DIAPHRA&M NAILIN& DIAPHRA6M ZONE I ZONE 2 ZONE 3 PANEL FRAMING 800MIE5 EDGE INTER EDGE INTER EDGE INTER LOCATION PANEL 6RADE THICKNESS SPACING REMARKa APA RATED SHEATHING ROOF EXPOSURE 1 24' O/C lod lod IOd IOd IOd IOd IOd BLOCKED A5 SPAN RATING 40/20 19/32" MAX 4' O/C 4" O/C 6' Oh9 4" 0/6 6' O/C 4" 0/C 4" O/C SHOW ON PLAN ARA RATED 5EA7HINIS 5E50ND STURD-I-FLOOR, OR EO. 24' O/G IOd lod lod GLUED AND BLOCKED FLOOR SPAN RATING 46/24 23/32' MAX 6' O/C 6" O/C 10' O/C A5 5440WN ON PLAN APA RATED 51EATHIN& NAIL CORNER STUDS EXT. EXPOWTE 1, OR EGY)AL 16' O/C IOd IOd lod AT 4" O/C MAX. TYPICAL WALL SPAN RATING 40/20 I 14732 I MAX 4' O/C 4' O/G 6' O/G BLOCK FREE IA5E5 I BRACING LEGEND: PERMANENT 2L4 DIA60NAL BRACE RESTRAINT IN THE X PLANE OF THE NEAREST WEB MEMBER AT 20'-0' INTERVALS AT APPROXIMATELY 45 DEGREE ANGLE. FASTEN TO TOP C BTM. CHORDS WITH 3-16d TOENAILS AND TO LATERAL BRAGS WITH (5) IOd NAILS EACH INTERSECTION. (REF: BG51 1-03). HORIZONTAL BRID61N6 WITH A MININ4)M 2xb STRONrSBAGK AT V-0' 0/6. FASTEN TO EACH TRU55 WITH 3-I0d NAILS AND ATTACH TO WALL5 OR OTHER RI61D POINT AT EACH END (REF: BC51 1-05). PROVIDE OVERLAP OF AT LEAST 0) TRUSSES (FLOOR ONLY). PERMANENT 2x4xCONT. LATERAL BRAGIN6 IN THE PLANE OF THE STRUCTURAL BOTTOM CHORD OF THE TRUSSES AT 6'-0' 0/C. FASTEN WITH 2-I0d NAILS IN EACH TRUSS. PROVIDE OVERLAP OF AT LEAST (2) TRUSSES (ROOF ONLY). ZONES 14 2 (SEE DIAPHRAGM SGHEDULI;1 ZONE 3 (SEE DIAPHIRA6M 5GIEDULE) a: EDGE STRIP DEFINED A5 THE LESSER OF 10% OF LEAST HORIZONTAL DIMENSION OF BUILDING OR 40% OF HEIGHT H BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OF BUILDIN6 AND AT LEAST 3 FT. NOTE: SEE DIAPHRAGM SCHMALE FOR ROOF ZONE NAILING REQUIREMENTS. I I � 1 ---------------- I 1 0 i i - �4 ROOF ZONE DIAGRAM THE DE51ON PROFE55IONAL A55UME5 NO LIABILITY FOR IMPROPER 5LOPE5, GRADES OR MEA5UREMENT5. ALL FIGURE5 TO BE VERIFIED BY A LICEN5ED GENERAL CONTRACTOR IN THE FIELD BEFORE designed PAR drawn PAR checked s vAR date 10/2/15 scale V4' = 11-06 N.NO) job no. 15-070.Ia,R Shawn M. Stambaugh, PE FL. UC. 61850 - C.A. 26210 �W W a A � 0 W H J U)U O Cn LU T 00 J U Lid O LU I— J Z Cn project 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 W W W.QEASSOCIATES.COM drawing 1ST & 2ND FLOOR BRACING PLANS sheet S-3 THESE PLANS CONFORM TO FW - 2014 4 ASCE l-10 revisions no. dal 2ND FLOOR MECHANICAL PLAN WALE: 1/4' = P-0' 1ST FLOOR MECHANICAL PLAN 5GALE : 1/4' = V-D' THE DE516N PROFE55IONAL A55UME5 NO LIABILITY FOR IMPROPER 5LOPE5, 6RADE5 OR MEA5UREMENT5. ALL FIGURE5 TO BE VERIFIED BY A LICENSED GENERAL CONTRACTOR IN THE FIELD BEFORE designed PAR drawn PAR checked sspm date 012VIS scale W=r-0•r RO) job no. is-ov.rm W Q A n V1 o W J � U)U C/) W N r 00 J U W JO Z U) project QUA QUANTUM ENGINEERING ASSOCIATES INC. Structural Engineering 0 Cost Segregation 300 AVENUE OF CHAMPIONS PALM BEACH GARDENS, FL 3341! 561.202.6994 FAX 561.296.2494 W W W.QEASSOCIATES.COM drawing MECHANICAL PL/ sheet M-1 11 THESE PLANS CONFORM TO FBG - 2014 4 ASCE 'I-10 revisions no. 2ND FLOOR MECHANICAL PLAN SCALE; 1/4' = 1'-0' 1ST FLOOR MECHANICAL PLAN SCALE : 1/4' = I'-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 designed PAR drawn PAR checked --6PAR date earns scale 114'=r-00(v job no. is-rno. rwR W Q A � H � 0 w W zz �O Q' U) U 00 W U L Z) OZU project Q L 4 QUANTUM EN=4EEPoNG A59oc(A StructuralEngineerin, 0 cost Segregation 300 AVENUE OF CHAMP PALM BEACH GARDENS, FL 561.202.6994 FAX 5612962494 WW CFASSOCIATFS.CO! drawing MECHANICAL sheet M-1 FlLE GUPV THESE PLANS CONFORM TO fW - 2014 8 ASGE 1-10 41/2 101, PLUM CANTIL LM Y.P. #3 LUMBER UNLESS NOTED OTH SEE ENGINEERING FOR SPEC's VIEW AND APPROVAL OF THESE DRAWINGS `ICTLY FOR TRUSS SHOP DRAWINGS _IANCE WITH ROOF PLAN GEOMERTY AND NOT RELIEVETHETRUSS FABRICATOR OF HIS ?NSIBILITY IFOR CONFORMANCE WITH IGINEER'S'TRUSS LAYOUT. THE TRUSS ;TOR IS RESPONSIBLE FOR NOTIFYING THE AL CONTRACTOR IN WRITING OF ANY DEVih, iON FROM HE ENGINEER'S LAYOUT. THE G' _RAL CONTR TOR IS RESPONSIBLE FOR COORDINATING D RESOLVING ANY INCON- SISTENCIES BE EEN THE 'TRUSS SHOP DRAWINGS AND Y OTHER APPLICABLE TRADE INCLUDING ARC ECTUAL,STRUCTURAL AND MECHANICAL. A RESPONSIBILITIES SHALL CONFORM WITH NSI / TPI / WTCA 4 - 2002 0'-APPROVED; EXCEPTIONS TAKEN a APPROVED COMMENTS NOTED 0 REVISE AS N ED; RESUBMIT 0 REJE 2 ; C MMENTSAS N TYPICAL END DETAIL :)l-.rir,U U Lr, DGER BY OTHERS @ 91-9ir NAILER BY OTHERS A TA=�Tl ATf A TT TT\/ MASONRY HANGER R's - SEE PLAN 3/SHOWER DROP WALL LEGEND 8'-8" BRG. HEIGHT 18'-0" BRG. HEIGHT VARIES SEE LEDGER HGT IF APPLICABLE, BEARING NOTE: * ALL HATCHED WALLS SHOWN ON THIS LAYOUT ARE CONSIDERED TO BE BEARING UNLESS NOTED OTHERWISE * ALL SPECIFIED HEIGHTS ARE FROM 0'-0" ELEVATION * SEE LAYOUT FOR WALL HEIGHT TRANSITION LOCATIONS * SEE LAYOUT + SCHEDULE FOR LEDGER SPEC's CEILING NOTE: * ALL TRAYS & COFFERS ARE NOTED ON THE LAYOUT. * ALL DROP CEILINGS BELOW BEAM HEIGHT ARE TO BE FRAMED DOWN IN THE FIELD BY OTHERS UNLESS NOTED OTHERWISE ON LAYOUT 16" PLUM CUT CANTILEVER UPPER END DETAIL RECEIVED DEC 2 8 2015 PERMITTING St. Lucie County, FL AREA tALC FLOOR 805.97 hz ROOF 1122.72 a: FASCIA 166.72 " HIP LINE $5.97 " VALLEY LINE 0 ,, • SHEETING AREA UNDER VALLEY TRUSSES AND WASTE MATERIAL NOT INCWDLD •° MDR TO VERIFY CALCULATIONS * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING DESIGNER IS REPSONSIBLE FOR THE STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR GRAVITY AND UPLIFT LOADS. FOR BRACING & ERECTION DETAILS REFER TO BCSI-03 AND/OR ENGINEER OF RECORD n rr REPRESENTS THE LEFT SIDE OF EACH TRUSS DRAWING JUS26 DB JUS46 C , THD26-2 MSH422 E ( MSH422-IF LOADING LIVE LOAD D 00 DEAD LOAD ~ v 0 LIVE LOAD 0 0 DEAD LOAD a .......... ........ K) --- ROOF I FLOOR I WIND LOAD ASCE 7-10 165 MPH EXP D CATEGORY 11 �MENE' ol 15 10* 10 e 6'1 ENCLOSED G TOTAL LOAD 55 65 FBC-2014 0 z DURATION FACTOR 1.25 1°OO TPI - 2007 REV DATE BY REMARKS 1 12/11/15 RDS STUBBED AOIG OVERHANG It is understood that above U APPROVED conditions have been reviewed & are acceptable for the U APPROVED AS NOTED fabrication at trusses, elevations, pitches, overhangs, REVISE AND RESUBMIT fascias,ceiling. elevations/pitches, bearing REJECTED conditions & all detail pertaining to this truss placement plan. No back charges will be accepted -------- ............... ..... .............. ............... without previous written DATE approval from an A-1 Roof Trusses representative. REVIEWED BY ..._.. .. ........ .... ... .. ... _ .. .._........ ..... ................. PLAN DATE1 ARCH: / / S T R U C T:/--/-- CUSTOMER I SHORELINE RV JOB NAME I MURRAY SPEC LOCATION LOT581 NE7TLESISLAND ;���II oR OF RECORD COMMNTY / LOT* MM l� Nm BLDG 63172 IMASTER I DRAWN SCALE RDS N.TSS a s A=1 RE) TRUSS AFLORIDA COR O Ph 772-409-1010 / Fax 772-409-1015 http.-Ilwww.altruss.com -a •v N a E a {i E m a•`^� � � v TE (I e a N w a m� e jj g yN m o c e c o y a p c ` _ rn a > O • -a a > — , m s z c 1 Oi al N L z a Q!Q m C a.r z v o m o a¢ m In E e e o a E O= 2 L '. a.o E c �o=v,o�li -dowers= g c B G e 3 0 v s - rn c mo aNW�'d�¢ r.t 9 o o Y O p a m E _ .- Na L m ` a V = � o c t •a m o. ¢ N E m E 0 0+ E 6 0 r O m m _ a .9 •" _ � .o a c I 17 c`o 3 .a L p _ o � a• .._ I C v Y m a a .5 = a o= m c a _ c m N L o o a m r m ^a 5 - d E I I u y N G - e ` 6 L N 8 m N N m -a E i � •c o � c o m E `o E E '- - m m s O= = m O V C v m c a E ._tee=dam=GI, o-a m.a N.3 v a c .eta N'm E M _ c a c `E m E, o �' e o o� m c o � v rn ^ c m m m d t p p a 'm s— a y N G m = 9 E = W a. 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