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GENERAL NOTES FOUNDATION NOTES MA50NRY NOTES PLAN NOTES (CONTV) ELEGTRIGAL NOTES CL.A55 V, UNPROTECTED, GROUP R3 OCCUPANCY PER I. CONCRETE UNITS TO BE A5TM C 90-I112. ASTM GRADES NI OR Nil. PROVIDE PRECAST I. A PERMANENT 516N WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED 6. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE 'TIMBER CONSTRUCTION MANUAL" AS PUBLISHED AMERIGAN INSTITUTE I. CONTRACTOR SHALL VERIFY WITH F.PAL. THE LOCATION OF SERVICE AND SHALL I. TYPE OF CONSTRUCTION: I FLOOR SLAB TO BE 4' THICK POURED CONCRETE SLAB WITH b' X 6" X WIAXW1.4 LINTELS AS NECESSARY. (P m = 1500 P51) FOR SHALL PROVIDED. TT4' SIGN P05TED AND TREATMENT CONTRACT BY THE OF TIMBER LOCATE METER d PANELS A5 REQUIREp, FLORIDA BUILDING CODE 5TH EDITION (20I4). y A.M. ON 6 MIL VISQUEEN (OR EQUAL) ON GLEAN WELL COMPACTED FILL PRE TREATED L BE ELECTRICAL NE SHALL BE POSTED NEAR THE WATER HEATER OR ELEGTRIGAL PANEL. CONSTRUCTION. 2. CONSTRUCTION SHALL FOLLO W THE BUILDING GODS A5 ADAPTED BY THE THE FLORIDAFLINTS. FOR TERMITES. HIM SHALL BE LOCATED IN THE MIDDLE TO UPPER HALF OF THE 5LAB DEPTH AND MUST BE SUPPORTED AT 3-0010 EACH WAY WITH APPROVED MATERIALS. 2. MORTAR TYPE M PER A5TM C 270-06a. 2. PROVIDE 3' STEEL P05T OR BOLLARD OR TIRE BLHPER IN FRONT OF ALL EQUIPMENT 9. ALL WOOD IN CONTACT Wlhl MASONRY OR CONCRETE SHALL BE PRE55LRE TREATED. 2. ALL WIRE SHALL BE THHN GOPP82. UNLE55 NOTED OTHERWISE. COUNTY AND ALL APPLICABLE 3. CONCRETE FILL (wAG, EHW, WASHER/DRYER) LOCATED IN THE GARAGE AT FLOOR LEVEL PER F.B.G. PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTER 3. WHERE REQUIRED By OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE 2. ALL REINFORGINIS STEEL TO BE GRADE 60. MECHANICAL CODE. GEMENTITOU5 MATERIALS AND THE WOOD A5 PER CODE. COPPER OF EQUAL AMPAGITY. 3. BUILDER SHALL COORDINATE ALL THE WORK OF ALL TRADES. A. CELLS LINTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 3000 P51 4. BUILDER SHALL REVIEW DRAWIN✓ES IN THEIR ENTIRETY BEFORE STARTING WORK. THE 3• COLUMN A 12 WALL CENTERLINES SHALL COINCIDE WITH FOOTING CENTERLINES UNLESS PEA GRAVEL CONCRETE. 3. PROVIDE Ix2 P.T. FIRESTOP VERTICALLY AT THE CEILING AND FLOOR LEVELS. 10. BUILDER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRAGINI6 AND BRIDGING USED DURING ERECTION OF TRUSSES, AND STRUCTURAL 5LA135 TO PREVENT 4. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED GABLE. BUILDER SHALL ACCEPT RILL RC-SPONSABILIIR FOR ANY ERRORS OR OMISSIONS NOT OTHERWISE NOW. B. THE MIX DESIGN SHALL BE APPROVED BY THE ENGINEER HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 -0, AND ALL OTHER LOCATIONS PER FBC. SECTION R302.II. COLLAPSE D�1 S. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO REPORTED IMMEDIATELY IN WRITING TO THE ARCHITECT. BAGKGHAR6E5 WILL NOT BE 4. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 2500 PB.F., CONSTRUCTION. ACCEPTED. DO NOT SCALE DRAWINGS. CONTRACTOR TO SUBMIT 501E BEARING TEST RESULTS OR 501E BEARING CAPACITY GALL CONCRETE SHALL BE OF A FLUID CONSISTENCY WITH A SLUMP OF 9"-II" MAX., WHICH 4. ALL GLAZING WITHIN 24'(46' IN HVHZ) AND PARALLEL TO A DOOR SHALL BE II. HEADERS FOR FRP'NED OPENINGS GREATER THAN b'-0' MUST BE ENGINEERED AND S.SUBMIT MINIMUM THREE (5) COPIES OF SHOP DRAWINGS A5 REQUIRED BELOW REPORT BY A FLORIDA REGISTERED ENGINEER. MEANS THAT THE CONSISTENCY SHALL BE AS FLUID A5 POSSIBLE FOR POURING WITHOUT TEMPERED. ALL WINOOW5 OR ISLA-% ENCLOSURES AT OR WITHIN 3b" OF TUBS AND STAMPED BY THE TRU55 MANUFACTURER.OU55 NOTED OTHERWI5E) 6. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER SESRE5AT1ON OF THE CONSTITUENT PARTS. 5HOHERS WITH BILLS LESS THAN 60" ABOVE FLOOR SHAD. BE TEMPERED. ALL GLASS IN SPECIFICATIONS. 6. THESE PLANS, AS, ORAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE 5. ALL SITE PREPARATIONS d DRAINAGE RECOMMENDATIONS MADE IN THE SITE SIDELIGHTS, SLIDING GLA55 DOORS AND FRENCH DOORS SHALL BE TEMPERED. ALL HEADERS OVER DOORS AND WINDOWS BE (2) OR ( UNLESS ENERGY REQUIREMENTS OF THE FBC. CHAPTER 15 ENERGY EFFICIENCY. CONTRACTOR SPECIFIC 6EOTEGHNIGAL REPORT MUST BE STRICTLY ADHERED TO. D. THE USE OF ADMIXTURES SHALL NOT BE PERMITTED WITHOUT WRITTEN CONSENT OF THE OTHlERW15E NOTED. (FOR WOOD FRAME CONSTRUCTION DEFENDING NGG ON ON ALL WALL 7. PROVIDE DISGONNEGT SWITCH OF SIZE AS REQUIRED BY LOAD AND UNITS. SHALL FAMILIARIZE HIMSELF WITH THE 60VERNIN6 CODE IN 1T5 ENTIRETY AND BUILD 6. FILL PLACED WITHIN 5'-0' OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF ENGINEER 5. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS. EGRESS WINIDOWS SHALL HAVE A MINIMAL NET OPENING OF 24 HIGH, 20 WIDE, AND MIN. " THICKNESS). b. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIP. AND AT IN ACCORDANCE WITH ALL PROVISIONS OF THIS CODE WHICH MAY NOT BE GLEAN YELL GRADED SAND IN 12' LIFTS(MAX) AND VIBRATORY COMPACTED TO 4. REINFORCING: NET AREA OF 5.1 S.F. FOR 2RId FLOOR WINDOWS AND 5.0 S.F. FOR Ist FLOOR WINDOWS. 13. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE. NO. 2 OR BETTER AND SHALL PUMPS NOT VI5IBLE FROM CIRCUIT BREAKER PANEL AND AS PER MANIUFAGTURER. SPECIFICALLY ADDRESSED ON THE PLANS AND NOTES. ACHIEVE A MINIMUM OF 95% MODIFIED PROCTOR A5TM D 155-1-0.1. 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 SINGLE MEMBER RECOMMENDATIONS. 7. BUILDER 15 RESPONSIBLE FOR ADEQUATE BRACING 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. 90 PSI IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELASTICITY OF 1&0 NON-STRUCTURAL MEMBERS DURING GONSTRUGTION. AN T. AFTER STANDARD GLEANING D 6RUBBIN6 HAS BEEN COMPLETED AND APPROVED, SHALL BE NO LE56 THAN 56" A.F.F. OR PROVIDE AN APPROVED SAFEGUARD. K51 OR BETTER, AS, DETERMINED BY AN APPROVED LUMBER 6RADINIS AGENCY. 9. PROVIDE 6FCI PROTECTION FOR ALL BATHROOM, GARAGE, EXTERIOR, KITCHEN, APPLY VIBRATORY COMPACTOR WITH A MINIMUM OF FOUR PASSES TO THE EXISTING A. ASTM A615/A 615M-09. PER REINFORCING SECTION (61RADE 60). LAUNDRY AND NET BAR OUTLETS PER NEC 210.6(A). 5. CABINET 5UPPLIER TO PROVIDE SHOP DRAWINGS TO THE BUILDER 6ROUNV. 6. ALL BATHROOM FLOORS SHALL BE OF APPROVED IMPERVIOUS MATERIALS. 14. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 25 6A1J6E GEE B. WHEN A FOUNDATION DOVEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT CHANNEL TYPE STUDS AT 24" O/C WITH MATCHING TRACKS TOP AND BOTTOM, WITH 1/2' 10. ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND AS, 4. WINDOW AND DOOR SUPPLIER TO PROVIDE SHOP DRAWING TO BUILDER 6. SLAGS SHALL NOT BE LOADED UNTIL 12 HOURS HAS ELAPSED. BE 5LOPE0 MORE THAN ONE HORIZONTAL IN SIX VERTICAL ALIGNMENT, EVEN THOUGH IT 15 T. IN AREAS OTHER THAN HVHZ FIXED 6LA55 THICKNE55 SHALL BE DETERMINED USING GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WITH In LONG BUGLE HEAD DRYWALL SELECTED BY OK IER IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCING. TABLE 2405.3 4 .3A OF F.E.C.AS THE MINIMUM THICKNESS ALLOYED. SCREWS AT 12' 0/0 MAX. 10. ALL WINDOWS AND DOORS SHALL BE CAULKED AND HEATHER STRIPPED. WINDOW SPLICES SHALL BE AND BAR DIAMETERS AND CONTINUOUS AROUND ALL CH. I. PROVIDE PRE -WIRED TELEPHONE OUTLETS AS SHOWN ON PLAN. UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE FB.G. ENERGY ARS N. CHANGES IN DIRECTION. CORNER BARS SHALL BE 46 BAR DIAMETERS EACH. WAY. C G. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE-HALF INCH 8. IN HVHZ AREAS PROVIDE HURRICANE 5HTIUTTERS AS, PER F.B.C. SECTION 24-13 UNLESS 15. METAL LATH OVER SHEATHING SHALL BE 5/6' V-0ROVE OR DIMPLED. CEILINGS AND CONSERVATION CODE. FROM THE MASONRY. THE EXTERIOR WALL COMPONENTS OF THE ENCLOSED BUILDING HAS SPECIFIC PRODUCT SOFFITS SHALL BE H16H RIB TYPE. FASTEN TO SUBSTATE AT 4' 0/C AS FOLLOWS; 12. PROVIDE PRE- WIRED T.V. OUTLETS FOR GABLE A5 SHOWN ON PLANS. KED FOR 10. ALL MONOLITHIC FOOTINGS HAVE BEEN CHECKED FOR THE USE OF TRANSFER APPROVAL TO PRESERVE THE ENCLOSED BUILDING ENVELOPE AGAINST IMPACT LOADS CONCRETE: 3/4' LONG STUB NAILS W/ 3/6' HEAD. HORIZONTAL AND VERTICAL WOOD II. ALL CONSTRUCTION IN BROWARD AND DARE COUNTIES SHALL COMPLY WITH THE REINFORCEMENT AT THE PERIMETER RATIONAL SHALL BE SUBMITTED, BUT D. VERTICAL REINFORCING SHALL BE AS LOCATED ON THE PLAN AND A9 INDICATED IN AS SET FORTH IN CHAPTER 16. FRAMING MEMBERS W/ NAILS OR STAPLES TO PROVIDE AT LEAST I-1/4' PENETRATION 15. DEDICATED CIRCUITS SHALL HAVE NO MORE THEN b DUPLEX RECEPTACLES. HIGH VELOCITY HURRICANE ZONE (HVHZ) 5ECTIONS OF THE FB.C. ONLY IF REQUESTED BY THE BUILDING OFFICIAL. THE COLUMN 5CE. INTO HORIZONTAL WOOD FRAMING MEMBERS, AND 3/4' PENETRATION INTO VERTICAL 9. PICKETS AT STAIRS, LMOIN65 4 BALCONIES SHALL BE SPACED TO PREVENT WOOD FRAMING MEMBERS. ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS 14. ALL CLOSET L16HTING SHALL COMPLY WITH NEC SEC. 410b. II. CONCRETE FOR FOUNDATIONS AND FOOTINGS SHALL BE 2500 PSI MIN. E. VERTICAL REINFORCING EACH SIDE OF ANY OPENING, IF REQUIRED, SHALL BE PA55A6E OF A 4" DIAMETER SPHERE. SHALL BE BENT OVER TO ENGAGE AT LEAST THREE STRANDS OF LATH, OR BE BENT MAXIMUM HATER/CEMENT RATIO MUST NOT EXCEED Ob5. CONTINUOUS TO THE TIE BEAM. PRECAST LINTELS SHALL HAVE OPENIN66 TO ALLOW OVER A RIB WHEN RIB LATH 15 INSTALLED. SHEATHING: 14 GAUGE STAPLES IN LEG, 7/16' 15. THE BRANCH CIRCUITS CONTAINING SMOKE DETECTORS SHALL HAVE ARC -FAULT 51 TE PLAN NOTES REINFORCING BARS TO CONTINUE UNINTERRUPTED. 10. PROVIDE A MINIMUM OF 4" CLEAR ALL AROUND AIR HANDLER UNITS. CROON METAL MTL. FRAMING: SELF TAPING SCREK15.12 x 1/2' WASHER HEAD STAPLES PROTECTION PER NEC, SEC. 210.12 SMOKE DETECTORS SHALL BE CONNECTED TO BEAM SCHEDULE NOTES SHALL NOT BE USED FOR SOFFITS OR CEILINGS ARC -FAULT CIRCUITS AHEAD OF SWITCH AND HAVE SELF CONTAINED BATTER BACK-UP. HORIZONTAL: II. IN ZERO LOT LINE HOMES: DRYER VENTS, EXHAUST FANS 4 KITCHEN H0005 SHALL NOT DETECTORS SHALL BE TANDEM WIRED 50 ALL DETECTORS SOUND SIMULTANEOUSLY. I. THE ARCHITFLTURAL 517E PLAN, IF PROVIDED IN THESE DOCUMENTS 15 FOR GENERA. VENT THROUGH THE SIDE WALL AND MUST MAINTAIN A 10'-0" SETBACK. 16. WHERE CEMENT PLASTER 15 APPLIED TO LATH OVER FRAME CONSTRUCTION, BONDING LOCATION OF THE HOUSE, POOL, DRIVEWAY5 AND 51TE FEATURES ONLY. THE 6.G. OR I SCHEDULED HOOPS AND STIRRUPS SHALL BE PLACED AT EACH END (EE) OF BEAM OR A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM OF THE PLASTER TO THE WATER BARRIER SHALL BE PREVENTED BY PROVIDING A DEL. 16. PREWIRE FOR GARAGE DOOR OPENER SENSOR. ONNER 514ALL PROVIDE A PRELIMINARY LOT FIT PERFORMED BY A LICENGED THROUGHOUT (TO) BEAM A5 INDICATED ON BEAM SCHEDULE. STIRRUPS SHALL BE TYPE SCHEDULE. LAYER OF WATER BARRIER OR BY INSTALLING A HOUSE WRAP BENEATH THE WATER SURVEYOR AT 50 PEGENT COMPLETION OF PROJECT. THE SURVEYOR 15 RESPONSIBLE FOR VERIFYING BUILDING LOT FIT, LOT COVERAGE, EASEMENT LOGATION5, SET BACKS, 5 b AND HOOPS TYPE T-2 TYPICAL GR51 BAR BENDS UNLESS OTHERWISE B. HORIZONTAL JOINT REINFORCEMENT SHALL CONSIST OF AT LEAST 9 GAGE LADDER FRAMING NOTES BARRIER IT. PROVIDE ARC -FAULT CIRCUIT INTERRUPTOR PROTECTION IN DNELLIN6 UNIT LIVING, DINING, FAMILY ROOMS, DENS/ LIBRARIES, BEDOOOMs, GUNROOMS, CLOSETS, HAuyNAYs AND ALL 517E DIMENSIONS PRIOR TO PERMIT AND CONSTRUCTION. IF ANY CONFLICTS ��' TYPE REINFORCEMENT SPACED NOT MORE THEN 16' 0/C VERT. REINFORCEMENT SHALL IT. PNEI.HATIG FASTENERS 5Y5TEM TO BE HILTI-COIL NAIL PROGRAM. TYPE TO BE GRF OR 51M. ROOMS PER NEC 210-12 (13). OCCUR BETWEEN THE ARCHITECTURAL SITE PLAN AND 5URVEYOR5 LAYOUT THE GENERAL CONTRACTOR AND ARCHITECT SHALL BE NOTIFIED IN WRITING PRIOR TO PERMITTING 2. ALL BEAM (MARK .B") TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWISE NOTED ALSO BE PROVIDED AT THE BOTTOM AND TOP OF ALL OPENINGS AND EXTEND NOT LESS N 24" BEYOND THE OPENING. PROVI DE 6' MIN EMBEDMENT INTO CONCRETE COLUMNS THEN I. THE TRL65 AND FLOOR SYSTEM LAYOUT SHOWN ON THI5 SHEET 15 SCHEMATIC IN 1126 1-1/2' LONG AND .120" DIAMETER U.N.O. 16. SMOKE DETECTORS REQUIRED ON ALL HVAG UNITS WITH 2O01 GFM OR MORE. AND CONSTRUCTION. NO WORK SHALL BE PERFORMED UNTIL THE GENERAL CONTRACTOR 3. ALL TIE BEAMS (MARK 'TB°) REINFORCING SHALL BE CONTINUOUS THROUGH TIE- BEAMS AND FULL DEPTH LAPS ALL MASONRY 'L" AND "T' INTERSECTIONS. NATURE. HOWEVER, THE SUPPORTING SUPERSTRUCTURE HAS BEEN P55IONED UNDER T'HE ASSUMPTION THAT THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL T1 5 I& WHEN WOOD P05T5 ARE NOT IN A FIRERATED WALL, FIRE RATE POST A5 FOLLOWS: RESOLVES THESE CONFLICTS. BEAMS ONLY. ALL SPLICES TO BE A MINIMUM OF 46 BAR DIAMETERS. AND FLOOR SYSTEM DESIGNERS LAYOUT. WR POST ON ALL SIDES FROM BASE OF POST T UNDERSIDE OF BEARING WITH CEILING AREA IIO V. SMOKE DETECTORS SHALL NOT BE CLOSER THAN 3 FT. FROM S. GENERAL: . LAYER OF 5/6" TYPE 'X' GYPSUM WALL BOARD. THI1 S WILL PROVIDE A ONE HOUR RATING THE THE DOOR TO BATHIROOFt,, WASHER/DRYERS, A/c, SUPPLY AND RETURNS 4 KITCHENS. CONCRETE NOTES 4. BUNDLE ALL STRUCTURAL BEAM TOP BARS IN PAIRS OVER SUPPORTS WITH TOP BARS 2. THIS FRAMING SCHEME (DIRECTION OF TR)BBES AND SLABS, MAJOR G.T. BEARING FOR THE POST. SMOKE DETECTORS MAY M WITHIN 20 FT. OF A COOKING APPLIANCE IF THEY ARE OF THE PHOTOELECTRIC TYPE. FROM ADJACENT BEAMS. (IRNO). A. 5TR11GTURAL DESIGN 15 IN ACCORDANCE WITH AC.I. 550-II/ A5C.E. 5-II/T.M.S. 402-II, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY ON POINTS, ETC) CAN BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME A. TR16S MANUFACTURER SHALL DESIGN TRU55M TO COMPLY WITH ALL SUPERIMPOSED I. CONCRETE SHALL CONFORM TO 94M-09, SHALL HAVE A MAXIMUM 5. DROP BOTTOM OF TIE BEAMS AS REQUIRED AT WINDOW 4 DOOR HEADS (28" MAX) BUILDING GODS REQUIREMENTS FOR MASONRY STRUCTURES. PROFE55IONAL OF RECORD WHO MST REVIEW PROF05M CHANGES AND AUTHORIZE STRUCTURAL REVISIONS AGGORDIN6LY. WIND LOADS PER FBC. 2014. 20. CARBON MONOXIDE ALARM TO BE INSTALLED WITHIN 10' OF A ROOM USED FOR HATER/CEMENT RATIO OF Ob5 AND D SHALL HAVE 3000 P51 COMPRESSIVE STRENGTH IN ADD 2-" BOTTOM IF DROP EXCEEDS W. SLEEPING PURPOSES WEN THE BUILDING HAS A FOSSIL BURNING HEATER OR WORK SHALL BE IN ACCORDANCE 26 DAYS (UNLESS NOTED OTHERWISE) ALL CONCRETE W B. GONSTRUGTION SHALL BE IN ACCORDANCE WITH A.G.I. 530.1-II/A.S.GE. b-II/T.M.5.602-II, 3. FINAL 516N� AND SEALED ENGINEERED TRU55 AND FLOOR SYSTEM DESIGN MUST BE MECHANICAL GAL NOTES APPLIANCE, A FIREPLACE, OR AN ATTACHED GARAGE. PRIMARY FOYER SHALL COME FROM THE BUILDING WIRING BY LOCAL POWER WITH ALI 31B II AND AGI 301-10. ALL CONCRETE MASONRY WORK SHALL BE IN 6. TIE BEAM SC44EDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED b" TO FIT BLOCK SPECIFICATIONS FOR MASONRY STRUCTURES AND THE COMMENTARY ON SPECIFICATIONS SUBMITTED TO THIS OFFICE FOR REVIEW TRUSS AND FLOOR SYSTEM DESIGNERS MUST THE WHEN SUCH WIRING IS SERVED T UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. AGC.oRDANGE WITH AGI 530-II. WORK. FOR M FORMASONRY STRUCTURES. PROVIDE ALL TRUSS CONNECTIONS A5 PART OF THE DESIGN. 2. MINIMUM CONCRETE COVER OVER REINFGRGING SHALL BE: SLABS ON VAPOR T. ALL ADDED L061TUDINAL BEAM REINFORCING SHALL EXTEND 6' MINIMUM INTO C. IN HVHZ AREAS THE BUILDER SHALL EMPLOY A SPECIAL INSPECTOR APPROVED BY THE 4. TRU55 AND FLOOR SYSTEM MANUFACTIURER SHALL SUBMIT THREE (5) COPIES, OF SHOP I. ALL HEATING, AIR CONDITIONING, REFRIGERATION AND VENTILATION EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS SET FORTH IN THE 'FLORIDA BUILDING CODE 21. IF USED, A COMBINATION SMOKE/ CARBON MONOXIDE ALARM SHALL BE L15TED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. „ BARRIER - 3/4 BEAMS AND COLUMNS - 1 1/2" FORMED CONCRETE BELOW GRADE-2' SUPPORT UNL.E55 OTHERWISE NOTED. BUILDING OFFIGAL TO ENSURE COMPLIANCE WITH THE APPROVED STRUCTURAL PLANS IN DRAWINGS AND ENGINEERING CALCULATIONS 516NED AND SEALED BY A FLORIDA MEGHANIGAL" AND FLORIDA BUILDING GORE ENERGY CONSERVATION . UNFORMIED CONCRETE 8E1 OW 6RgpE_31 ACCORDANCE WITH SECTION 21222.4 FBC. REGISTERED ENGINEER, OF THEIR DESIGN FOR REVIEW INCLUDING TWO (2) COPIES FOR 22. TAMPER RE515TANT RE=GEPTAGLES ARE REQUIRED IN DWELLING UNITS IN ALL AREAS 5. REINFORCING 51EEL: GRADE 60 (FY=60DOO) A5TM A6I5/A 615M-09. 8• REFER TO CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL 6. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT ARCHITECT/ ENGINEERS REVIEW PRIOR TO FABRICATION. REVIEW OF SHOP PRANN65 15 2• A 4 CLEARANCE 15 TO BE MAINTAINED AROUND ALL AIR HANDLING UNITS. SPECIFIED IN NEC, 210.52 k0R 125 VOLT, IS, d 20A RECEPTACLES PER NEC, 406.11 SPECIFICATIONS. SUFFICIENT TO MAINTAIN A CLEAR, UN055TF44TED CONT. CELL. A COURTESY BY THE ARCHITECT/ ENGINEER AND IN NO WAY RELIEVES THE 3. PROVIDE FIRE DAMPERS AT 51PPLY AND RETURNS WHICH PASS THROUGH RATED 4. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH 'THE MANUAL 9 ONE -QUARTER OF MAXIMUM BOTTOM REINFORCING STEEL AREA OF EITHER ADJACENT 7. GLEANOLR OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT MANUFACTURER OF HIS RE5PON515ILITY TO PROVIDE A LAYOUT THAT FULLY INTEGRATES, WITH THE ARCHITECT/ EN61NMlER5 SUPERSTRUCTURESUPERSTRUCTUREIF THERE 15 ANY ASSEMBLIES IF ANY. 23. INTERSYSTEM BONDING TERMINATION FOR CONNECTING INTERSYSTEM BONDING AND 6RGUNDIN6 CONDUCTORS SHALL BE PROVIDED FOR TV, COMMUNICATIONS, RADIO, OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" AS PUBLISHED BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED oTHERWISE. A A'A° TENSION LAP SPLICE BEAM SHALL EXTEND THRU SUPPORT AND LAP WITH GL55 ON EITHER SIDE rE SUPPORT. -0 AND EACH LIFT OVER 4'' HIGH. GLEANIOUTS SHALL BE SEALED AFTER CLEANING CONFLICT OR ADDITIONSTRUCTURE NEEDED, THE TRU55 AND FLOOR SYSTEM AL 4. ALL DWELLING ROOMS MUST HAVE HVAC RETURNS. RETURNS MAY BE DUCTED, CAN, ETC. PER NEC 250.94. INSPECTION, AND BEFORE GROUTING. COMPANY SHALI. NOTIFY THE ARCHITECT/ ENGINEER IN WRITING OF THE SPECIFIC JUMPERS OR TRANSFER GRILLES 5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT ALL LOADS DURING GONLSTRUGTION. 10. MARK 'G' IN REINFORCIN6 COLUMN BETWEEN TWO BEAMS INDICATES THAT STEEL NOTES AREAS OF CONCERN. 5. A/G UNITS MAY HAVE CONC. PAD OR OTHER APPROVED MATERIAL EXTENDING ABV. REINFORCING SHALL BE CONTINUOUS TIM THESE TWO BEAMS. S. TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC ATI AND M15G: EQUIPMENT. b. DOWEL5 COLUMN AND WAIL REINFORCING TO FOOTING WITH SAME 51ZE AND NUMBER COORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON ADJOINING GRADE OR SHALL BE SUSPENDED A MIN. OF b' ABV. ADJOINING GRADE. PADS SHALL BE A MINIMUM 4'-O'x9'-0' PAD FOR DOUBLE UNIT. OF DOWELS AS VERTICAL BARS ABOVE. I. STEEL SHALL CONFORM TO THE ' FOR THE DESIGN, TRUSS DRAWING5.THE BUILDER SHALL BE RESPONSIBLE FOR THE COMPLETE COORDINATION BETWEEN THE TRUSS DM16N AND AIR CONDITIONING DESIGN FABRICATION TEEAIS FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" .MATERIALS SHALL OR BUILDINGS REQUIREMENTS.BE T. REINFORCING, STEEL SHALL BE LAPPED 4& BAR VIA. MIN. WHERE SPLICED AND SHALL NUMBER AS HORIZ. BEAM CONFORM TO THE APPLICABLE ASTM SPECIFICATION AS FOLLOWS: WSHAPES - A992/A PLUMBING NOTES WIRED TOGETHER PROVIDE CORNER BARS SAME SIZE AND 991M-06a, OTHER SHAPES - A36/A 36M-06, PLATES A36/A 3614-05, BOLTS - A 307-o7b 6. ARCHITECT NOR EN61� AGGEPT5 ANY RESPONSIBILITY FOR STRUCTURAL BEAMS, REINFORGIN6 AT EACH FACE. LAP 46 BAR DIA. MIN. TUBULAR - ASTM A500/A500M-13 GRADE B (46 K51) COLUMNS, AND FOOTINGS UNTIL REVIEW OF APPROVED TRUSS AND FLOOR SYSTEM &. PLACING DRAWIN65 ON BAR LISTS SHALL CONFORM TO AGIS "MANUAL OF 5TANDARD DRAWIN65, SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER. I. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 405, FRAGTICE FOR DETAILING REINFORCED GONIGRETE CONSTRUCTION AS, PUBLISHED BY THE CONCRETE REINFORCING, STEEL INSTITUTE UNLESS NOTED OTHERWISE. 2. NEEDED CONSTRUCTION SHALL CONFORM 70 THE AMERICAN WELDING SOCIETY 'STRUCTURAL WELDING COVE'. ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE 7. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CLIPS, TOP AND F.B.C. 2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE 604.3, FB.C. CODES USED: AU4.5. A5.1 E70XX. BOTTOM EACH STUD. 3. DISPOSITION OF RAIN WATER SHALL COMPLY WITH FB.C. PLUMBING CODE CHAPTER 11. 4. ALL PLUMBING PENETRATIONS MUST BE A MINIMUM 0-0" FROM ROOF JACKS. 5. CONDENSATE IN5 MUST BE A MINIMUM OF ( OFF THE - FLORIDA BUILDING CODE 5TH EDITION (2014) 6. SHOWER COMPARTMENTS AND WALUS ABOVE BATH TUBS W20 ITH SSHONE.R HEADS SHALL - NEC 2011 PROP05ED 51 NOLE FAMILY RE51 DENCE BE FINISHED WITH A SMOOTH, NONA55ORBENT SURFACE TO A HEIGHT NOT LESS THEN 70 INCHES ABOVE THE DRAIN INLET. - AS.CE: 1-10 ABBREVIATIONS LOAD 5GHEDULE DRAWING INDEX ABV AFF ABOVE ABOVE FINISHED FLOOR EXT. F.B.C. EXTERIOR FLORIDA BUILDING CAVE M.C.MEDICINE M.R.H. M.T. CABINET MEAN ROOF HEIGHT METAL THRESHOLD 5M5 ST. STL. SHEET METAL SCREWS 5TIRRUP5 STEEL LOCATION L1YE 2C62 TOTAL GROUND FLOOR 40 95 SECOND FLOOR 40 25 135 APPLIES TO SLAB 65 G-1 COVER S1NEET AHU AIR HANDLER UNIT F.R FIRE RATED MAX' MAXIMUM SW SWITCH AS I 517E PLAN B.F. BI FOLD FOLDPASS FIR FIRENGH DOOR MFIR MANUFACTURER 5AO.T. 5HEARWAL.L OVERTURNING FORCE BALCONIES 60 25 85 B.P. BI FIN. FINISHED MICRO. MICROWAVE TEMP. TEMPERED ROOF 30 25 55 A-1 FLOOR PLANS 1 d 2 BILK. ELW. BLOCK BELOW FL. O.T. FLOOR GIRDER TRU55 MIN. MINIMUM T.B.T THROUGH BOLT ' D TOP CHORD 30 15 -••-•Q ERG. BEARING 6A. GAUGE M.O. MA50NRY OPENIN6 T.O. THROUGH OUT BOTTOM CHORD O 10 A-2 ELEVATIONS BTM. BOTTOM 6ALV. GALVANIZED MONO. MONOLITHIC, T.OBB. TOP OF MASONRY BOND BEAM BTM. CHORD -ATTIC. 10 0 - - CL6. CEILING 6FI 6L. GROUND FAULT INTERRUPT 6LA-% MTL. 00. D. METAL DOOR T.O.PL. B. TOP OF WOOD PLATE r TIE BEAM 042NGGNGRI1451T) �= A-3 SECTIONS d DETAILS CMU COL. CONCRETE MA50NRY UNITS COLUMN GYPSUM WALLBOARD EA ON CENTER � TOPIC 5 1 FOUNDATION GONG. CONCRETE GYP. GYP. BD. GYPSUM WALLBOARD P.L.F. POUNDS PER LINEAR FOOT U.NA. UNLFSS NOTED OTHERWISE ULTIMATE WIND SPEED = 165 mph. CSMT. CASEMENT HET. HEIGHT P.S.F. POUNDS PER SQUARE FOOT UL UNDERWRITER5 LABORATORIES 5-2 ROOF FRAMING PLAN d MAIN SLAB PLAN DBE. DOUBLE HAS. HOOPS F.B.I. POUNDS PER SQUARE INCH V.I.F. VERIFY IN FIELD NOMINAL WIND SPEED = 126 mph. DIA. DIAMETER HR HOUR P.T. PRESSURE TREATED N.A. WEDGE ANCHORS RISK GATA60RY = II 5-3 PRAMIN6 AND POUNDATION DETAILS DISP. DISPOSAL H5 HORIZONTAL SLIDING PARTN. PKT. PARTITION POCKET W/ INC WITH WATER CLOSET BUILDING DESIGN A5 ENCLOSED 5 4 ROOF BRACING PLAN VP DESIGN PRESSURE HVHZ HIGH VELOCITY HURRICANE ZONE DR. DOOR INS. INSULATION PLYWD. PLYWOOD IND. WOOD EXPOSURE CATEGORY = D DW DISH WASHER TNT. INTERIOR R.O. ROUGH OPENING E-1 15T d 2ND FLOOR ELECTRICAL MANS E.E. EACH END L6. LONG S.C. SOLID CORE MEAN ROOF HEIGHT = 21'-6' ELEC. ELECTRICAL LIN. LINEN 5.6D. 51-0I1,16 GLASS DOOR M-1 UST d RIND FLOOR MECHANICAL PLAN ELEV. ELEVATION LT. LIGHT SF SQUARE FOOT - ROOF DEAD LOAD FOR WIND E.S. EACH SIDE L.T. LAUNDRY TUB 5H SINGLE HUNG DESIGN TAKEN AT 10 psl. THIS STRUCTURE 15 DESIGNEDOF IN /� 5T LUCIE GOUNTY FLORIDA ACC ACCORDANCE WITH GRAFTER Ib OF THE 2010 , FLORIDA BUILDING GODS AND A5CE 7-10. ELECTRICAL 5YMBOL5 LEGEND V. RECEPTACLE AT 12' AFF. QD DUPLEX RECEPTACLE/ ARC SINGLE RECEPTACLE f FAULT INTERRUPT AT 12" AFF. t DEDICATED ® DUPLEX RECEPTACLE SINGLE RECEPTACLE s AT BASE DEDICATED SWITCHED ?DUPLEX RECEPTACLE SINGLE RECEPTACLE c AT &0 ABV. COUNTER *D DEDICATED UNDERGOUNTER DUPLEX RECEPFAULT ACLE ?CFI GROUND FAULT INTERRUPT INTER DUPLEX RECEPTACLE- ARC FAULT INTERRUPT • 12' A.F.F. DUPLEX RECEPTACLE JGFI AT D' AI V. COUNTER DUPLEX RECEPTACLE GROUND FAULT INTERRUPT TOP REG. SWITCHED ARC, FAULT INTERRUPT DUPLEX RECEPTACLE TOP REC. SWITCHED SWITCH SINGLE POLE DUPLEX RECEPTACLE W TGFPI WATERPROOF f3 SWITCH GROUND FAULT INTERRUPT THREE WAY /'^ !,Uc DUPLEX RECEPAACLE f SWITCH UNDER COUNTER 4 FOUR WAY IfQUADRUPLEX RECEPTACLE SWITCH 1D DIMMER O DUPLEX RECEPTACLE �K SWITCH FLUSH IN FLOOR KEYED TELEV5�ION JACK FB ❑ FAN 5 ® LOW VOLT.PREHI 4 BOX SMOKE DETECTOR QT HVAC ❑ JUNCTION SMOKE THERMOSTAT BOX ® DETECTOR i INTERCOM AFF. PADDLE FAN W/ OR NO/ LIGHT EXHAUST PAN60' FAN I� SECURITY FLOURESGENT LIGHT FIXTURE F L EXHAUST FAN /LIGHT COMBO KEYPAD FLOURE5GENT SPEAKER 4 c DOOR L16HT FIXTURE IN CL6. CHIME PUSH BOTTON INCANDESCENT L16K FIXTURE CL6. MINTED. LV DOOR CEASE ® TELEPHONE OUTLET AT 12"AFF. INCANDESCENT L16HT FIXTURE WALL' MNTED. VOLUME CONTROL TELEPHONE OUTLET ® HI HAT CL6. MOUNTED ❑Y SWITCH (� FLUSH IN FLOOR 015GONNEGT DEDICATED HI HAT BREAKER IV DATA LINE ® VAPOR PROOF ® PANEL G.V. Y CENTRAL VACLUM ® RECESSED EYEBALL n� F.P.dL. METER RECEPTACLE O 4 DISC. SECURITY eN CARBON MONOXIDE LOW VOLTAGE L16HHM DETECTOR IN TRANSFORMER PLAN / ELEVATION SYMBOLS LEGEND # DETAIL SCALE 4 DWG. 2 INTERIOR ELEVATION 3 # DETAIL owG. SCALE O DOOR LABEL # SECTION owG. SCALE # SECTION owG. SCALE # INTERIOR ELEV. SCALE OWINDOW LABEL G# COLUMN LABEL 8 FOOTING LABEL ❑# SHEARWALL LABEL BEAM LABEL 000# MAX. TRUSS CONNECTOR TC-O LABFl REVISION NORTH ARROW - BREAK LINE oI_� �P�. 4�• a� WALE, I�a� GRAPHIC, SCALE GROUT FILLED CELL SEE FOUNDATION PLAN � �wSl:_��'iif71'1• BEARING FRAME CONSTRUCTION C _ _ _ _ ] FRAME CONSTRUCTION ABOVE OR BELOW BEAM HEIGHT FJ EV CHANGE 0'-0" FIN. FL. SLAB FLOOR ELEVATION 0�i A DROPPED SOFFIT HEIGHT AS, NOTED - TEE ARCHED SING 5EE PLAN OR MASONRY CONSTRUCTION TYPICAL 001WK400100 revisions no. date drawn PAR checked PAR date 11/14/15 scale 1/40=1-0"N.N0J job no. 15-066 . GLE Shawn M. Stambaugh, PE FL. LIC. 61850 - C.A. 26210 �Ao-1 U ISI z- D01 T' ST LUCIE COUNTY 6UILDINO DIVISION F^P1 CaRo i` REVIELNED 6Y DATE PLANdS AFivM1T MUST BE KEPT ON JOB QHT NO INSPECTION WILL 62 Menr W W Q _o 0 V1 LL �W o w JO UU W NWU T J 0W� J Z U) QN-EA QUANTUM ENGINEERING ASSOCIATES INC. Structural Engineering Cost Segregation 300 AVENUE OF CHAMPIONS PALM BEACH GARDENS, FL 33415 561.202.6994 FAX 561.296.2494 W W W,QEASSOCIATES.COM drawing COVER SHEET sheet C-1 PROPERTr LINE- 5'-� I I \/ II \/ II \�5MfCK LINE AI I A� \\ I I I 81-011x18'-0" \\ I 8'-0"x18'-011 \\ ----- AL--------� FROFERTY LOOATED IN FLOOD ZONE: IIAE'I I$ \/E II BASE ELE\/.: 7.0 1$ 10.0 OOMMUN I T`Y PANEL NO.: 1202a5-0511-J DATED: 02/16/2012 12111 NETTLES BOULEVARD JEN5EN BEACH, FLORIDA 54g51 revisions no. REV #1 BLD6 CKM drawn checked date scale job no. date 1124116 PAR PAR 11174175 114' = i'-O^ (UA O) 15-06b . GLE Shawn M. Stambaugh, PE FL. LIC. 61850 - C.A. 26210 W uA r^� V1 J U- W o� Q �0 U) W W N _? ~ 0 W ~ -J z cn 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 SITE PLAN sheet AS-1 N O O O ❑ O O O O PT WOOD POSTS. SEE 5TRUOTURAL PRAWINSG 11 `— — — — — — — — — — — — — \ �I / TYPICAL AU5ERGA5T FILES. / SEE 5TRUCTU2AL DRAWIN65 / I / I \ I \ I \ I \ I \ BREAKAWAY CMU WALLS U= TO GRADE PERMANENT MAIN E6RE55 PT WOOD STAIR CASE W/OPEN RISERS. ATTACH FT STAIR STIN6ER5 4 LANDING SUPPORTS TO NON FRANGIBLE CMU WALL 4 CANT. BEAM AS NEEDED MAIN FLOOR PLAN 50ALE : 1/4" = 1'-0' 1 ST LEVEL ENTRY FOYER 8'-0" CL6 A/C r Ne (299A S.FJ OUTSIDE PERIMTER \ 1 4'-0" l 7117 © I� ELEV. I �V V-4' L — 64; TO VERIFY ELEV SHA TRUCTIZE O ORE CONSN i-0 A C.4 AY N!I P UP WD 5T I m uvi I J 00100111 lip W/14' T.6. 5.L. MAIN E&RES5 DO _4' I'-4" 4'-10" 4'4" 2 -4" FRANGIBLE GONC. SLAB SEE STRUCTURAL PRAWINC75 I � \ MAINTAIN T'-6' MIN CLEARANCE FROM FRANGIBLE SLAB UP TO BOTTOM OF CB -I \ \mil — — — — — — — — — — — — — — — -- NOTE: ENGINEERED UNIT MASONRY USED TO DE516N WALLS, BEAMS 4 COLUMNS INSTEAD OF PRESCRIPTIVE CODE GROUND FLOOR PLAN SCALE: 1/4' = 1'-0" NOTE: RATIONAL ANALY515 WAS USED TO OM16N THE FOOTING INSTEAD OF PRESCRIPTIVE CODE. ATTIC VENT CALCULATIONS CEILING AREA RATIO TOTAL NET FREE VENTILATING AREA 2,010 W. FT 1/I50 115.40 W. FT. OR USE 80'-5' MIN OF 2' WIDE SOFFIT VEMTNS OR USE VENTILATED ALUMIN SOFFIT TNRU-aT ALL WINDOWS AND DOORS ON THIS RESIDENCE SHALL BE IMPACT RE515TMT CALCULATIONS FIRST FLOOR A/C I351.0 S.F. TOTAL U/A 1,151.0 S.F. EXT DECK 112.0 S.F. 15T FLOOR FOYER 244.0 S.F. TOTAL FO0TA6E 2222.0 S.F. revisions no. date REV #1 1124116 BLOC, 01475 drawn PAR checked PAR date 104115 scale 114' = 1'-0" (VAO) job no. 15-0" . CLE Shawn M. Stambaugh, PE FL. UC. 61850 - C.A. 26210 W W o Q ry 0 J LL W o� Q r� V�l (() O r' c)) �LJJ W W NJC) 0 W 1— � z cn QUQ-EA IC. 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 FLOOR PLAN 1 & 2 sheet A-1 261'X 51"R.O. pp - Sze +46.80 O 56"X 52, RO. DP -52541 + 4b.30 - - - - 22'-0" pV. FLO. MAX Hr. ALLohEO SYNTFIETIC CEMENTITIOU5 FINISH OVER DENSE GLA55 60LO 5RD OVER MY 8LD5 WRAP OVER 19l324 EXT 5FIEAT14INS 5EGURRED TO TRUSSES 12 J-BEAD "STJGCO 5TOP" OVER 6ALV MTL FLASHING a ALL ROOF/WALL 6 INTERSECTIONS TYP, I' STANDING METAL SEAM ROOFIN6 TYP. J F.F.E. 4'-0" A.F.F. — - - - - - - T.O. BEAM ®' EXTEND O.H. DOWN PAST PLATE REMOVED FAUX SHUTTERS A5 SHOWN O I Ed 4H16H RA15ED SMOOTH STUCCO SILL OrE IOUS TEXTURRED 3 FINIsH SFf AsAS SHOWN WX 6311R.O. 0'-0" P.P.E. - - - - -� - +4660 �q¢ - - F.F.E. 13'-2" NAND. - - BASE ELEV MIN. GEMENTITIOU5 TEXTURRED TYP. 4'-0" NA.VD. I-EAN 6RADE FRONT ELEVATION SCALE: 1/4' = 1'-0' - - - - 22'-0' ABV. FLD. MAX. HT. ALLOhW FFE. 9'-0" AF. T.O. BEE AM W_J11 11vE11M.111I' J 'iMININ�iuiI011111 REAR ELEVATION SCALE : 1/4' = 1'-0' 4-01 NAND. MEAN USE IMPACT DOORS AND WINDOW5 WITH LOW-E INSULATED 6LA55 6.G. TO ADJJST LOCATION OF STAIR&ANDIN6 TO ACCOMMODATE PERMANENT GROUND OBJECTS LEFT ELEVATION SCALE: 1/4" = 1'-0" 0 O 74'X 82" R.O. DP - 48.16 + 44.03 WX 512"R.O. OF -5165 _- O 75"X 63' R.O. - +44b2 m 12 6 -- -- 112�0 -- - pP - 56.34 . . RIGHT ELEVATION SCALE : 1/4" = 1'-0' EXTEND O.H. DOWN PAST PLATE ��� ono 1 1 0 14 13 Z8"X 39"R.O. WX 511RO. DP+489 15 +473I 38 X 63 R.O. -- - -- -----Dp=5739-- + 44.62 Soo revisions no. d; REV *1 1/25 SLD& cars drawn PAR checked PAR date 11/74/75 scale 114" = r-0' (V.MO) job no. 15-066 . CLE v Shawn M. Stambaugh, PE FL. LIC. 61850 - C.A. 26210 W W o A � o LL w o� QZ) U)o rncnW W �JZ) 0Wl J z cn QLA QUANTUM ENGINEERING ASSOCIATES INC Structural Engineering Cost Segregation 300 AVENUE OF CHAMPIONS PALM BEACH GARDENS, FL 3341 _f 561.202.6994 FAX 561.296.2494 W W W.QEASSOCLATE$.COM drawing ELEVATIONS sheet A-2 PRE -ENS. WOOD ROOF TRU55S a 24" 0/6 SUPPORTIN6 1/2" MIN. WD. 5TTRUC. PANELS APPLIED 0 RIGHT ANGLES TO TRU55ES, ATTACHED, PER STRUCT. SEE ELEV. 21X WOOD FASCIA BASE LAYER: MNSOLA55 FIREGUARD SHEATHIN6 APPLIED a RIGHT ANOLE5 TO ND SEE EN WALL SECTION G ROOF TRUSSES a 24" 0/C W/ 1-1/4" TYPE W OR 5 FOR GENERAL DETAILS DRYWALL 5CREK15 a 24" O/C VINYL OR ALUMINUM FACE LAYER: I" DENSSLASS FIREGUARD SOFFIT COVER SHEATHING, APPLIED AT RIGHT ANGLES TO NOTE: PAINT SOFFIT TRJ55EB W/ 1-1/6" TYPE W OR 5 DRYWALL BOARD PRIOR F SCREWS 12" 0/6 a JOINTS AND INTER. TRUSSES # INSTALLATION OF SOFFIT COVIER 1-1/2" TYPE 6 DRYWALL SCREWS 12" 0/0 PLACED 2" BACK ON EITHER 51DE OF END JOINTS. JOINTS OFFSET 24 FROM BASE LAYER JOINTS. OPTION #1 :ONE HOUR RATED SOFFIT A55EM18LIE5 OPTION TO MEET FLA BLD6 CODE, 5TH EDITION (2014) RESIDENTIAL, CHAPTER 5 BUILDING PLANNING, TABLE 502.1 (1) ND TABLE 502.1 (2) %NMIONE HOUR FIRE RATED SOFFIT DETAIL SCALE:.514' = 1=0' <O A cv o�~U- COMPOS TR€AD #P: — ATTACH W/C3/I6" DIA 0" LONG 6ALVJ q' HEX HD SCREWS. 2 EACH SIDE L! SEE PN FOR R\of x12 STRINGER PT 2xb FASTENED W/(2) 1/2" DIA. x3' ATTACH STRINGER LONG 6ALV. LA6 W/(2)I/2' DIA SCREWS. THRUBOLT5 INTO FT. 4x4 P.T. 6x6 P051'5 LUMBER: LUMBER USED SHALL BE SP #2 OR BETTER. ALL LUMBER EXPOSED TO WEATHER SHALL BE PRESSURE TREATED OR RATED FOR EXTERIOR USE. v PICKETS SPACED TO T A 4" DIA SPHERE 4 2010 USE M PLAN P.T. 2x12 STRINSER� IR STRINGER A6AIN5T— STEM WALL USE 5-1/2' i 0/4") TAPCON5 0 12' z O.G.5TA65ERED g SECTION @ STAIR A3 SCALE: 1" =1'-0" PT 2X2 MIN CONTIN BATTEN W/3/I6" X I-1/4' EMBEDMT TAPCONS o 24' O.G. •" N NAILS 0.12 DIA. SHANK 5/6' DIA HEAD 1-I/2' LON6 0 6" O.G. (WHITE) QUAD PANEL ALUMWINYL VENTED SOFFIT -AMC' )-CHANNEL 0,0155 THK ALUM W/T-NAIL a 12" O.G. TO GB5 4 16 6A 1/4' 55 STAPLE W/ -1/8' MIN EMIBEDMT 0 24' O.G. TO PT 2X2 BATTEN. (MIN) YP SOFFIT ATTACHMENT DETAIL A3 OPTIONAL 0 TOP 2x WOOD OR PVC PICKETS SPACED TO REJECT A 4" DIA SPHERE Ix2 MIN. P.T. BUCK SET IN SEALANT AND NAILED WU 1-1/2' CASE HARDENED COI NAILS AT 12" O/C,. MAX. GONG. OR MASONRY DRYWALL BOARD CAULKING ALUMINUM FRAME, FA57EN To STRUCTURE THRU BUCK W/ 5/I6" TAPCON 50REW5 a 12" O/C,. MIN 1-5/4' EMBED IMII SEALANT 4 FLA5HIN6 S'NGCO FINISH HEAD DETAIL (WINDOW) WINDOW ATTACHED FEY, R506 WINDOW FLASHING, PER FB, RTO5.5.1 EXISTING RE51D FLR LEVEL NOTE: R15ER5 ARE MAX 7-5/4' TREADS ARE 10" MIN. DEPTH 6.0. TO VERIFY ALL FINAL HEIGHTS IN THE FIELD BEFORE 0ON5TRXTION. ATTACH STRINGER TO NEW PT 4x4 W/(2)1/2" DIA THIRIUBOLTS INTO FT. 4x4 HAND COMPACT 501L AROUND POST - TYP. eGUARDRAIL DETAIL - TYP. A3 ALUMINUM FRAME, FASTEN TO 5TRUGTURE 714RIU BUCK W/ 5/16" TAPCON SCREWS 0 12' 0/G. MIN. 1-1/4" EMBED PERIMETER SEALANT 4 FLASHING 5TUG40 FIN15H CON,. OR MA50NRY Ix2 MIN. P.T. BUCK SET IN SEALANT AND NAILED W/I-I/2' CASE HARDENED COIL NAILS AT 12" O/G. MAX. DRYWALL BOARD GAULKIN6 JAMB DETAIL (WINDOW) WINDOW ATTACHED PER FBG R306 WINDOW FLASHING PER FBG R705.6.1 2x6 LANDING W/ 5/4" PT PLYWD. BLUED 4 NAILED MEMBERS ARE 165 0/6 MAX, LANDING SECURED TO BLK. WALL 4 PILES W/ 1/2" VIA TITAN 5GRE1,15 O 12' 0/0 HANDRAIL SOUTHERN Y. PINE •1 TYPICAL ALUMINUM FRAME SECURE FRAME TO SILL WITH SILICONE - PRECAST OR POURED SILL W! 1 M5 BAR PERIMETER SEALANT 4 FLASHING SILL DETAIL (WINDOW) WINDOW ATTACHED PER FBG R306 WINDOW FLASHING PER FEG R7105.6.1 dGER5 TYP eSTAIR DETAIL 0 A3 GMU WALL 1/4" THK xb"x12" STL PLATE WELDED TO TOP LEFT AND TOP RIGHT 510M OF STL ANGLE BOX. SECURE Wl(2)50' DIA) WA. 6 b' O.G. INTO EACH PLATE. 4" MIN EMBED TYP. =THRll-OUT 1/4" THK x2"x2" 5TL ANGLE I WELDED INTO BOX SHAPE e —= - —= I ADD DIAGONALS - I EACH 51DE —_ PAINT ALL SURFACES FOR RUST i N _ PREVENTION �-- I/4" THK 5TL CENTER RIB I!4" THK 5TL BASE BOLTED TO WALL (5/6" DIA) WA. 12" O.G. (5 MIN) 51ZE OF BASE TO BE DETERMINED BY 6.G. As A/C SUPPORT DETAIL LER FOR WALL MOUNT HANDRAIL DETAIL 4124' KID. iv 5CREW5 TOP 4 m 1 a12x3" W. BTM. TYP. m SGREW5 TOP 4Er . BTM. 0 16, O/C m (ONLY APPLIES TO m ' CONNECTION TO Hp. FRAMING. DOE5 WOOD FRAMING NOT APPLY TO STAIRS CONNECTION TO WOOD 5TAIR5 A3 GUARDRAIL DETAIL COVER ALL CONDITIONS 14 5A. I" MR. STRAP. ONE ON EACH STRINGER WITH THE EXCEPTION OF A STRINGER ON AN OPEN SIDE WHERE THE 5TRINSER ENDS ON THE OUTSIDE EDGE OF A DECK. IN ORDER TO CONTINUE A 2x12 FASCIA 14 &A. STL. STRAP SECURED TO SLAB WV DRIVE FOR THE RAILS. EACH STRAP 15 NAILED TO THE END OF THE STRINGER PINS AND NAILED TO BOTTOM OF STRINGER W/ AND SECURED TO THE DECK W/ NAILS OR DRIVE PINS DEPDOIN6 ON Ibd NAILS ON EACH STRINGER. 41EATHE R WOOD OR COWRETE- IN GA5E5 NWM STRAP GAMOT BE SEEN AFTER DRYVIN.L 15 HLN6, THE STRAP WILL START FROM THE LWDER51DE OF THE STRINGER AS 5WHN. --GRADE BM WHEN 5TRAP CAN BE I I SEEN STARTING POINT WHEN STRAP CANNOT BE SL 4B/ SEEN STARTING POINT TOP RISER SHALL BE SECURED TO DECK 2x4 F.T. SECURED TO SLAB W5' DRIVE PINS. DEPENDING ON 10N5: STAIR SECURED TO 2x4 WIbd NAILS FROM THE 1) WOOD TRUSS OOR R LLAANDING W 5 Ibd NAILS STAGGERED FIRST R15M TO THE 2x4. NOTE THAT 2x4 P.T. 2) COW,. =+LAB WU 4 5' DRIVE PINS W/ 500 DOES NOT NEED TO GO FROM 5TRIN6ER TO 5TRIN5ER TAR PAPER BETWEEN CONC. 4 STAIR 5) IN GASES k#0 E SLAB 15 TOO THIN TO HOLD DRIVE PINS PROPERLY, IAV TAPC016 WILL BE USED IN57EAD 0 THE TOP RISER AND THE STRAP ATTACHING TO THE SLAB. A3 STAIR DETAIL A3 STAIR DETAIL I-7/Ib'xl-7/Ib' PICKET — SOUTHERN Y. PINE #1 SPACED TO REJECT v A 4" SPHERE ^? (Fb = 1-50 P90 TYPICAL I l •12x3' HP. SCREWS TOP 4 BTM. TYP. GONG. OR MASONRY DRYWALL BOARD 2x4 P.T. BUCK SET IN SEALANT AND SECURED W/ 3-114" x 114" (MINI *.O po .6 . o. TAPCON5 AT 6" C/G. o° . o. DOOR TRIM DOOR FRAME FASTEN TO BUCK W/ (2) #6 6ALV. x 2" SCREWS ®2'-0" O/C DOOR TRIM PERIMETER GAULKIN6 STUCCO FINISH HEADIJAMB DETAIL (DOOR) DOOR THRESHOLD SET IN BED OF CAULK 4 FASTENED TO SILL W/ #B x 1 112' 5CREW5 0 16" O/C PERIMETER GAULKIN6 FLOOR COVERING o oo. � p 0 b 6 'd.'. . GONG. FLOOR SLAB PERIMETER GAULKIN6 CONCRETE a/40 SILL DETAIL (DOOR) NOTE: ALL WALL AND GEILIN6 FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT GREATER THEN 200 A5 PER FBG R 2014 NOTE: INSULATION MATERIALS, INCLUDING FAGIN55, SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING ASSEMBLIES, ROOF-CEILIN6 ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND ATTI05 SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 200 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 64. NOTE: EXPOSED ATTIC INSULATION. ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT FLUX NOT LE55 THAN 0.12 WATT PER SQUARE GENT'METER EXPOSED FOAM PLASTID INSULATION MATERIALS EXPOSED ON THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WALLS SHALL COMPLY WITH SECTION R3I6 NOTE: 91023.1 MATERIALS. ALL 6YP5UM BOARD MATERIALS AND AGGE55ORIE5 SHALL CONFORM TO A57H C 56, G 79, 0 4-5, G 514, C 650, G 951, C 460,6 1002,0 1047, G I177, C IND, G 1278, G 1545 OR C 15% AND SHALL BE IN5T4LL.ED IN ACCORDANCE WITH THE PROVISIONS OF THIS SECTION. ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM G 55T 12 Q5EE ELEV. PRE -ENS. WOOD ROOF TRU555 024' 0/0 TYPICAL WAPPROVEl7 6ALV. TRll55 ANGHOR5 SEE FRAMING AND BRACING PLAN R-50 BATT. INSULATION - OR EQUAL (SEE ENERGY CALC) 5/b' (MIN) 6YPSUM BOARD APPLIED) TO UNDERSIDE OF TRUSSES FIRE STOP TYPICAL TIE BEAM. REFER TO_ FLOOR PLAN FOR BEAM SCHEDULE. CORNER BARS MIN LAP 25" 1/2" 6YP5UM BOARD OVER Ix2 P.T. FURRING 0 16' 0/C,— OVER 5/4" TNK FOAM BRO INSULATION. R-42 MIN. APPLIED WOOD BASE FIN. FLOOR TO BE ABOVE FLOOD HEIGHT 4' THICK GONG. BREAKAWAY SLAB ON b MIL VAPOR BARRIOR OVER GLEAN, WELL COMPACTED TERMITE TREATED CLEAR SAND FILL. USE EXPANSION JOINTS ALL AROUND \_ALL EXTERIOR GEILIN5 MATERIAL TO BE HY-RIB LATHE AND STUCCO FASTENERS AT 24" O.G., EITHER 1-5/4" MIN EMBEDMENT ROOFING NAILS WITH 1/6' SHANK AND 5/6' HEADS OR STAPLES WITH 1-5/4' MIN EMBEDMENT LE65 4 1/16' (16 GAGE) EXT. PORCH CLG DET. #1 NOTE: 9702.4.1 GENERAL. CERAMIC TILE SURFACES SHALL BE INSTALLED IN ACCORDANCE WITH ANSI A106.1, AlOb.4, A106S, A106.6, A106.11, A116.1, AI163, A156.1 AND A157.1. R702.42 CEMENT, FIBER DEMENT AND GLASS MAT 6YPSUM BACKERS. CEMENT, FIBER -CEMENT OR 6LA55 MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM G 126b, G 1525 OR C 1176 AND IN5TALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS. USE FIBER CEMENT TYPICAL WHERE FIBERGLASS PREFAB UNITS ARE NOT INSTALLED. I' STANDING METAL SEAM ROOFING OVER FEEL 4 STICK SYNTHETIC ROOFING UNDERLAYMIENT OVER I4/32' EXT GRADE COX PLYWD. FASTEN Mr- ROOF PER MANUFACT. SPECIFICATIONS FOR 140 MPH WIND PER F.B.C. 2014 EDITION (SEE DIAPHRAGM 50FEDULE FOR NAILIN6 PATTERN (NOTE: FEEL AND STICK ROOFING MAY BE USED IN LIEU OF FP'LT PAPER A5 SECONDARY WATER BARRIER) TOP OF BOND BM. �(` 5$ E-EVATIONS 1 12.. CONTIN. 6ALV. MDRIP OVER 2xb WOOD O.A. FASCIA ON TRUSSES. 44 USE VINYL COVERED FASCIA AND VINYL I VENTILATED SOFFIT. I., 5/b" STUCCO FIN15H (2 COAT5) OVER I.. 6' CONG. BLOCK W(1) 45 BAR VERT. IN CONC. FILLID CELL AS PER PLAN MIN LAP 50 DIAMETERS 5/6" STUCCO FIN15H (2 COAT5) ----OVER 6" COW,. BLOCK W/ (1) 05 BAR VERT. IN CONC. FILLED CELL i,t A5 PER PLAN MIN LAP 50 DIAMETERS TOP OF GB-1 = 01-0' -fr4T. " SEE ElFV. NA.VD. BOT OF 05-1 SEE ELEV. N.A.VD. " GMU FRANC715LE PARTITION PER PLAN. SEE STRUGT DETAILS FOR STEEL q REQUUIREMTS AND LOCATION OF WALL IN RELATION TO THE BEAM GONG PILE PER PILE PLAN ffri POURED GONG FRANGIBLE WALL FOOTING PER — FOUNDATION PLAN AUSERGAST PILE PER PILE PLAN eBUILDING WALL SECTION A TYP. A3 SCALE 314' = I -O" in aft revisions no. date REV #I 1124116 BLD6 GMTS drawn PAR checked PAR date 11114175 scale 114' = I'-0" AND) job no. 15-066 . CLE ti Shawn M. Stambaugh, PE FL. JC. 61850 - C.A. 26210 W W o A 0 xLL J Q Z) VL —J O W W 0) W N _J 0 W I- -J z cn QLA QUANTUM ENGINEERING AssoaATES INC. StrueturalEngineering 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 OR ELECTF 200 -AMP PANEL'A' 10096 CALC,.5RKR WIRE SIZE DESCRIPTION * * DESCRIPTION SIZE HIRE 3RKR CALG. 100% 10,000 .......... A 0-(2) ........I R #6 .... AHU #1 1 5 2 . 4 CU#I ........... #6 R .... 042) ...I. A .......... A - 5,000 30-( ......... R #10 .... DRYER ........... 5 ,b 6 RANGE ........... #6 .... R ......... 042) 12,00C.......... .......... - - 2;T00 20-2 R #12 D15HHA5HER DISP05AL Q II 10 DECK LI6HTIN6 #12 R 20{I) 400 - 12 HASHER #12 R 20-(I) 1,500 - 1,500120-(Il R #12 REFR16. 1514 MICROWAVE #12 R 20-0) 1,500 - - 1,500 20-0) R #12 APPLIANCE 1516 WP 6FI #12 R 20-(1) 1,900 - - 1,500 20-0) R #12 APPLIANCE Il 16 HP ISM #12 R 0-0U I,500 - B 316 15-0) R #14 OINNS RM 1112 KITCHEN LTG. #14 R 15-(I) 316 B B 376 15-(I) R #14 DINNS RM 2122 SMOKE VET. #12 R 20{I) 400 - B 31b 15-0) R #14 LIVING RM 23 2A M BATH #14 R 15-(1) 37b B B 316 15-(I) R #14 LIVING RM 25P61 BEDROOM #14 R 15-(1) 157m B B 316 15-0U R #14 HALT. LITES BEDROOM #14 R 15-(1) 316 B - 1500 20-6) R #12 I.G. /ALARM 21 51 BEDROOM 014 R 1541) 316 B B 516 1541) R #14 M aWRM 31 3 FLDoo5. #14 R 15-(I) 516 B B 516 15-(I) R #14 M BEDRM 30 BEDROOM #14 R 15-00 316 5 - 6$00 40-( R #b . HA'fBi f£hTi3t ........... IN5TA HOT 3 37 ELEVATOR #b R 0-(2) IOp -. Bel. SPARE SPARE - SPARE 41 SPARE - 10,00 22,646 A.I.G. RATING IOOC 21p46 - TOTAL ALL PANELS 54.2a2 Ist 10,000 at 100% I0p00 REMAINDER AT 40% 11,716.b A/C LOAD AT 65% 6,500 TOTAL = 54216.8 / 240 = 1425-7 AMP5 ELECTRICAL NOTES: A. NEAT STRIP LOAD GOVERNS OVER CONDEWOR UNIT LOAD. B. 6ENERAL LI&MN6 CALCULATED # 1,762 (SOFT) x 3 (WATT5/50.F7J - 5266/ 14 (6EN1T6.C1R) - 37757 (WATTStEA) C. CONDUIT SIZE. OR 3T6 WATI5 0. SEE 5ll3-PANEL CALCULATIONS. R BRANCH CIRCUITS RUN IN ROPER. DISCONNECT CALCULATIONS: PANEL 'A' TOTAL NO A/C) = 54,292 lot. IO,000 # 1003b = 10,000 REMAINDER * 40% = 17,716.6 A/C LOAD * 65A - 6500 TOTAL A' = 34216b / 240 = 14257 AMPS A.I.C. CALCULATIONS (2 x 40 x 26)94)/(5000 x 240) = 1.75 I/1 + 1.75 = .36 .36 x 26,144 = 11525.09 A.I.G. OF SERVICE = 9525.09 A.I.G. RATING OF PANEL = 10,000 4zJ' 2 Jul con I KITCHEN I I TpBq �QJ .HIIIR NAV�TwH COORDINATE FINAL NAOLAYOUTTTr I COMPANY BEFORE TRU55E5 ARE BUILT. I NOTE TO 6ENERAL CONTRACTOR: ALL ELECTRICAL TO BE FIELD VERIFIED BEFORE INSTALLATION U 103 [oil ��� O O O O O 0 0 ❑ -------------7 / GL6 REC / I / / I I / I / CEILING MOUNTED WATERPROOF FLUORESCENT FIXTURES /FLU /FLU / 2'X2' 2'X2' / I \ I \ I \\ I \ I \ I \ I \ I \\ I \ I \ INSTA HOT \ 1ST LEVEL ENTRY FOYER \ GL6 REG I l7 GL6 REG l 1 0 L6 REC I " +10" MIN 22�OV %tBV F (ABV. FLD) 117E ABO - ELEV 5W GH ® /FLU TV F ® 2 X2 I � I i I I I I I I I I I I I I I �`U 1 2'X2' 2'X2' JIL � I drR I � I 2i I JIL �E�� I \ GL6 REC GL6 REG �Ab— — — — — — — — — — — — — — — — — — — — 2° WAS"FR I 3' � Cp M BATHRM R .❑ 101 2ND FLOOR ELECTRICAL PLAN BATHRM3 <3� ����R�yu 3, s"wRv 1ST FLOOR ELECTRICAL PLAN SCALE: 1/4' = 1'-0' -' PWDR SCALE : 1/4• = 1'-0' faP�O 4' 1� MAIN PLUMBING RISER DIAGRAM $E NOT 70 SCALE revisions no. date REV *I 1124116 BLOO OHM drawn PAR checked PAR date 104/75 scale 1/4• = r-O" NNO) job no. 15-C" . CLE v Shawn M. Stambaugh, PE FL. UC. 61850 - C.A. 26210 W �j �-1 Q W C) A � H 0 W r� J Z) Vl (� O M i_ W W N_U J 0 W �. _J z U) QUANTUM ENGINEERING ASSOCIATES INC. StrueturalEngineering # 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 PLAN sheet E-1 NOTE TO 6.G. MAY BE STRUOTURETO STAIRS 4SLIM AVOID PERMANENT 6ROUND FEATURES e REMAIN IN COMPLIANCE / / /D� A\�rL \ II g' ._ �O `car ❑ � I , /� I G------ ----- — — —It -- FILE THAT EXTENDS UP TO FLOOR HT. LEVEL PILE AT OR EELOA ORADE LEVEL TOP OF B-1 BEAM TO MATCH TOP OF STAIR LANDING GRADE BEAM SCHEDULE REINFORCING #3 HOOPS TOP MID STM MARK SIZE OR 5TIRRLM REMARK5 / DETAIL x5 DIA STIRRUPS C64 16"x16" 3f6 - M 6" O.G. DETAIL A #5 DIA 5TIRRUP5 0 GB-2 16'x16' M - M 6" O.G. DETAIL B #3 DIA 5TIRRUP5 0 G8-3 Ib xlb' 345 - 3m5 6' O.G. DETAIL DO #3 DIA 5TIRR1P5 0 GB-4 16. 16" 407 4#6 6" O.G. DETAIL A =6- #5 DIA STIRRUPS 0 G8� 2x5 - 2x6 b" O.G. x3 DIA 5TIRRUP5 GB G I6"xl6" 1 4#6 - 406 6110.0. DETAIL A #3 DIA STIRRUPS 0 GB-7 lb"xlb' 407 - 446 6110.0. DETAIL 8, DD #3 DIA STIRRUPS 6B-1 I6'x24" 2#6 1 205 31117 1010.0. DETAIL D x3 DIA STIRRUPS 0 60-2 I6'x16" 305 1 - 3a5 6" O.G. DETAIL Z COLUMN SCHEDULE MARK SIZE TYPE DESCRIPTION bxB GONG. SLK. W FULLY GROUTED CELL A/145 VERT. EA. CELL G-I BLOCK O 6'-0" 0/G MAX OR A5 LOCATED ON PLANS 6x16 G-2 BLOCK GONG. BLOCK A2 FULLY ORG'UTED CELLS W-03 VERT. EA. CELL 6XI2 RINKER T-329 G-3 BLOCK GONG. O' BLOCK W.2 FULLY GROUTED At245 PERT. EA. CELL bxlb G-4 GONG. 641S VERT. K" TIES 0 6' O.G. BEAM SCHEDULE REINFORCING x3 HOOPS TOP I MID BTM MARK SIZE OR STIRRUPS REMARKS TYP MAW RY BOND SM GONTIN TED BB-1 8"x16" 1*3 - - NONE REOD. ED COURSES FILL MASONRY BOND BM GONTIN L-1 b x12" I#5 - 1#5 NONE REOD. ALL COURSES FILLED 0 HOOPS FORMED $ POURED COW, BM. 5-1 6ux12" 2#6 - 2#3 ® 4 1/2" O.G. TO SUPPORT STAIR l LANDING LOWER LEVEL FOUNDATION PLAN SCALE: 1/4' = 1'-0' NOTE: ENGINEERED UNIT MA50NRY USED TO DE516N WALLS, BEAMS 4 COLUMNS INSTEAD OF PRESCRIPTIVE CODE NOTE: RATIONAL ANALY515 WA5 USED TO DE516N THE FOOTIN6 INSTEAD OF PRESCRIPTIVE GORE. ATTIC VENT CALCULATIONS CEILING AREA RATIO TOTAL NET FREE VENTILATING AREA 2,010 $0. FT. 1/150 I o40 w FT OR Let b0'-5' MIN OF 2' AIDE SOFFIT VENTING OR USE VENTILATED ALUMIN SOFFIT TFIRU-OUT 16'XI2' X GONTIN. CONCRETE FOOTIN6 PV245 GONTIN. TYP. ALL WINDOI 5 AND DOORS ON THIS RESIDENCE SHALL BE IMPACT RESISTANT CALCULATIONS FIRST FLOOR A/C, I,751.0 S.F. TOTAL U/A 1,151D 5.F, EXT DECK 1"12.0 S.F. 15T FLOOR FOYER 299.0 S.F. TOTAL FOOTAGE 2,222.0 S.F. revisions no. date REV #I 1124116 BLOC, CMT5 drawn PAR checked PAR date 11114115 scale 1/4' = P-0" (UN.0) job no. 15-066 . GLE Shawn M. Stambaugh, PE FL. UC. 61650 - C.A. 26210 W o Q ry 0 LL V1 (L W l— V` vJ O rn () W WN_= ~ W J 0 1-- -J z cn Q E- A QUANTUM ENGINEEMNG 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.QEASSOCLATES.COM drawing FOUNDATION PLAN & DETAILS sheet S-1 &" PR LENGTH tYPE BU8 BR 8F (A) 2'-10'(341 PRECAST 2302 3 (g) 3'-8' (42) PRECAST 2302 3 3 (C) 4'-0' (4n PRECAST 2029 2 (D) 4"-8' (541 PRECAST 1651 T 2 (E) 5'-4' (641 PRECAST 1184 v (F) V-10" (70') PRECAST 972 (G) #-#' (78l PRECAST 937 P (H) 7'-6' (901 PRECAST 767 11 (J) 9'-4' (1121 PRECAST 573 8 7 (K) 11'-4'(1361 PRECAST 445 5 (L) 12'-0-(1441 PRECAST 414 5 (M) 13'-4-(1601 PRECAST 362 4 (N) 14'—V (1681 PRECAST 330 (P) 15'—e (1841 PRESTRESSED N.R 1 4 a' PRECAE UPLIFT 'ca acit ' uTBRAL. LENOM TYPE W3—IT 9F12-17 8F16—IT 8F20—IT U24—IT 925-11 SM—IT � 8� 8F0-2T 8F12-2T 9F18-2T w0-21' Ism zT wA—Zr am —Tr q () 2'-10" (341 PRECAST 2727 2978 4101 5332 6589 7811 9055 2021 2727 2754 301 1 5190 6407 700 =7 2021 B () S-6" (421 PRECAST 2165 2269 3260 4237 5219 6204 7192 1257 1257 2165 2215 3165 4125 5M1 M61 7036 C () 4,-0. (481 PRECAST 1878 199 2832 3690 4532 5397 6246 938 938 1878 1925 2750 3583 4422 5264 6110 (D) 4,-6" (54� PRECAST 16W 1762 2507 3257 4010 4767 5525 727 727 16W 1705 2435 3171 3913 495E 5406 F () —4" 5 (847 PRECAST 13W 1484 2110 2741 3375 4010 464E 505 505 1363 1437 2050 2670 3203 3920 4549 (F)1272 5'-10' (701 PRECAST 12720 1357 19M 2505 XN 3665 4247 418 418 1315 IBM2441 3010 350 4157 (G)PRECAST (G) IV-6-' 11410 1200 1733 2250 7789 3290 M12 707 887 1141 1182 1684 2192 2703 3216 3732 (H) %-6' (907 PRECAST 95P 012 1475 1914 2354 2707 ' 591 657 990 1029 1408 1907 2351 2797 324E (J) 9'--4- (1121 PRECAST Mi• 012 980 1269 1560 1852 2144 454 6D0 801 755 1192 1550 1910 2271 2634 (K) 11'-4"(136' PRECAST 6W 430 MB 899 1104 1300 1515 383 558 6M 535 905 1295 1595 188E 21W (L) 12'-0" (144� PRECAST MT 4M 631 810 1M1 1186 1372 340 494 831 488 818 12M 1514 1799 208E (M) IN-4- (1601 PRECAST SOp 340 532 684t 641 997 1153 302 398 573 4M 682 1004 IN7 1637 iM7 (N) 14'-0-(1681 PRECAST 4501 316kgW�22 778 922 1065 2B8 380 548 378 1254 1567 181E(P) 15'-4"(1841 PRESTRESSED228278 677 M1 925 N.R. 327 228 329 542 7B1 1072 1309 1 678 *REDLICE VALUE BY 25% FOR GRADE 40 FIELD REBAR WNWHWON9111mi_1 SCALE: 1/4' = 1'-0" LETTER TO INDICATE HHIGH LINTEL TO USE SEE GA5TGRETE SCHEDULES PROVIDED (A) _ LETTER TO INDICATE LINTEL SIZE. SEE BOND BEAM SCHEDULE PROVIDED REINFORCEMENT LEGEND TEXT A: #4X4'-O' L6. TOP BARS a 15" OL. W/ACI 5TD. HOOKS a ENTIRE PERIMETER (TYPJ TEXT B: (2)#4 VIA F.L. TOP TYP. a ALL 6B.5 TEXT G: #4 X 4'-0' LONG TOP BARS a 12" O.G. TEXT D: 94 X &-0' LONG TOP BARS a 12' OL. TEXT E: #5 X 10'-0" LONG TOP BARS a 12' O.G. TEXT F: #4 X 6'-0" LONG TOP BARS a 12" O.G. (2)2XI2 PT WD BM. TYP.�\\ SEE L.ANDI SECTION GRAWIN6 FOR LANDING INFO. �N \\\ \ (2)2XI2 PT HD STAIR ALL DECK HARDWARE TO STRINGERS STAINLESS STEEL OR HOT \ \ DIPPED 6ALVANIZFD. \ \ \ \ I \ II BOLT (2)2XI2 PT PERIMETER BEAM I II R TO EA P05T W(2)Y24 GARRIASE \ l� YXI2 PT TYP. BOLTS "" SPACING. STA66ER T5 TOXBOLTS AT �12 FT IPREVENT INEZE _ I SECUREI A ON.GWD BEAM TO GONG. BM. W/ (I/4" X 5' TAPG5) a I6' O. I STAGGERED \�� _ g242 PTI IBM I I _ L L SCALE: 1/4" = 1'-0" BOLT (2)2XI2 PT PERIMETER BEAM TO EA POST H/(2) )Y GARRIA6E BOLTS W75" 5PAGIN6. 5TA6GER BOLTS AT CORNERS/JOINTS TO PREVENT INTERFERENCE (TYP) I 61X6" PT. WOOD POST IN LISP CB506b-T2 POST BASE. GA51' INTO FOOTING 4 FASTEN TO P05T W/(14) Y4 X2' III H52-HDG WOOD SGRENS MMJ III FROM TOP OF P05 45 DE6REE EACH DIREE5 MIN CTION P05T • III H(2)Y2' GARRIA6E BOLT5 TO BEAM 4 POST. 2X6 PT WD J015T5 a 24' O.G. IN L6F W/SUH25 HAN6ER H/(b)Ibd X 1-1/2" NAILS TO BEAM 4 (6) IOdX III 1-1/2' NAILS TO JOIST. 5KEWED J015T5 HANGERS 1 II SHALL BE USED WHERE NECESSARY (TYP) III 14 BOLT INTERMEDIATE 2XI2 BEAM5 TO t 4 EACH WOOD P05T W/(2)Y2' CARRIAGE III BOLTS W/ 5' SPACING (TYPJ I III r� �-oil EXTEND (2)2X12 PT kV BEAM GONTINUOUS TO POST C" revisions no. REV #/ BLL76 GMTS drawn checked date scale job no. date 1124116 PAR PAR 11114115 114' = P-O" (UMO) 15-066 . GLE Shawn M. Stambaugh, PE FL. LTC. 61850 - C.A. 26210 W W ®_ IL I� J ILL W o� Q ^� Vl v! WNWU J W 1.� 1— F— � J O W I.- -J z cn QUA QUANTUM ENGINEERING ASSOCIATES INC. Structural Engineering COStSegregakOn 300 AVENUE OF CHAMPIONS PAL.M BEACH GARDENS, FL 33418 561.202.6994 FAX 561.296.2494 W W W.QEASSOCIATES.COM drawing ROOF FRAMING MAIN SLAB PLAN sheet q m j- 4 S-2 KI d,. V V � / 19/32" ROOF PLYWOOD. NAIL PER DIAPHRAGM 504EDULE ENS. AND APPROVED WOOD TRUSSES SEE TYP. WALL SECTION FOR ACTUAL HEEL AND OVERHANG CONDITIONS SEE TRUSS CONNECTOR SCHEDULE SELECT CONNECTOR SHOWN ON BRACING PLANS INSTALL PER. MFR. SPECIFICATIONS • 4'-0' GONG. TIE -BEAM OR BOND BEAM B" CM) NALL es3 CONNECTION DETAIL 2-PLY MIN. GIRDER TRUSS REOV SIMPSON 'F&TR" UPLIFT i CONN. INSTALLATION MAY REO. ONE OR TWO AS PER TABLE BELOW. 1/2"DIA. x5" LONG TITEN HD5 IN EVERY OTHER HOLE 51, MIN. DISTANCE TO E06E OF WALL OR COL. SIDE REAR SIMPSON MODEL N0. GttY. FASTENER`' ALLOWABLE UPLIFT (155%) TRUSS MASONRY OR GONG. F6TR I lb-SD5 I/4'x3" 2-1/2'x5' TITEN HD 5000 LEG. 2 36-WS 1/4'0" 4-1/2'x5" TITEN HD '1400 LB5. F6TRHL/R I 15-WS 1/4"x3" 2-1/20x5' MEN HD 5M LBS. 10TI21: PAS75M %W1 NOT 19E INSTAL I m IN ADJACENT HOLES. P61W" MODEL SNSLL BE LEM PM SIONIM WALL INSTALLATIOlLS. s3 CONNECTION DETAIL &ABLE END BLOCKIN& SIMPSON H4 HURRICANE CLIP SEE PLAN EA. LOOKOUT TO 6E TRU55 }"V ROOF 5HEATHIN6 2x4 DIAGONAL BRACE (4) bd NAILS EA. MEMBER NAIL PER SCHEDULE RESTRAINT LOCATION AS 2x4 LOOKOUT FOR SHOWN ON PLAN O H 0 16" 0/0 (2) EA 2x4 LATERAL BRACING LOCATION A5 SHOWN ON PLAN GABLE END FASTEN AT EA. BEARING POINT W/ TRUSS CONNECTOR PER SCHEDULE. HOLD DOS" .�OP CHORD FOR LOOKOUT PLACEMENT I / ] \ Al CONNECTION DETAIL CONT. FASCIA BOARD (SEE WALL SECTION) NAIL TO LADDER KV 16d 16' MAX. 0 8" O/C 2x4 BLOCKING ANCHORED TO LOOKOUT W/ (2) 16d TOENAILS WALL SHEATHING NAIL PER SCHEDULE 2x6 BLOOKIN6 - FASTEN TO EACH SW W 346d NAILS WOOD ROOF TRU55M 0 24' 0/6 HANGER. BY TRL65 MANE. REINFORCE VERTICAL MEMBERS OF GABLE END TRUSS IW2x4 T-BRACE AT EA. VERT. IN/16d NAIL 0 b' OIC SPAN I SPRN 2 L SPRN 3 CANT'L 1/4 1/4 1/4 1/4 1/2 51 I 51 52 52 53 BTME I II �f�6'MIN `BTH` BAR J I I E' BAR HOOPS OR STIRRUPS HOOPS OR 5TIRRA25 SPACED FROM 5PACED FROM SUPPORT FACE AS SUPPORT FACE AS SCHEDULED 5GHEDULED BENDING DIAGRAM (FOR CAST IN PLACE CONCRETE BEAMS) b'xlb" BOND BEAM (PER SCHEIPLLZ LW b'xb' PRECAST LINTEL.N5FILL GOLUMAND LINTEL SOLID KU GROUTb'FILLED GELL5 W/ M VERT. (TYP) a TYPICAL DETAIL LINTEL ON COLUMN BREAK AWAY SIDE OF y. MA50W COLUMN FOR 4 CONTINUOUS FOUR U h`. 5EE BEAM SCHEDULE I' 1I. FOR REINFORCEMENT -41 , FILL COLUMNS SOLID B"x8" FILLED CELLS Wl/ PEA GRAVEL CONCRETE SEE PLAN AND GOLIANIN SCHEDULE FOR REINF. TYP TYPICAL CHANGE IN 53 BOND BEAM HEIGHT #4 TOP STEEL OVER INTERIOR 6RADE BEAM (SEE PLAN) SLAB REINF, SEE PLAN 1 I., . _ •a N 6" CONC. SLAB I .. I" iv l . N a • 36" MIN. 36" MIN. 6" GONG. STAB " a SLAB REINF, z STIRRIH'S SEE SGHB7. m SEE PLAN BEAM ROW.. SEE SG BEAM STL. ADD 05 90° PIS � PILE DONELS, SEE SEE SCFED. CORNER BARS S 4EDULE. ALL BEAM STL LOCATIONS 14" AWERGAST PILING b„ b„ BEAM REINF, 14" AZERCA5T SEE SGHEP PILING 16, O CB-2 & CB-7 OD GB-1 01 NC BEAM TO CONC M EE CEONDING DIAGRAM (TYP.) (2) #4 B" CONCRETE (FJ_ PERIMETER) BLOCK WALL B" CONC. SLAB #4 01b' x 41-O" BEAM REINF., VARIES (SEE PLAN) 400HOOK L SEE SGHED. TYP. ENTIRE PERIMETER SLAB REINF ° SLAB REINF., SEE PLAN - SEE PLAN. B" CONC. SLAB "Z' BARS TO MATCH COL REINF, SEE STIRRUPS, SEE SGHI�. SLAB STL. LAP SCHEDULE. COL REINF SEE 5'-O' MIN. SGtEDULE BEAM REINF, 14' COW COL. 14" COW, COL. 8' b" SEE SGHED. Ib° OC13-1 & CB-6 DD CB-3 & CB-7 METAL ANGLE - ATTAGH TO TRL65 W/ R-30 INSULATION ``-Y AT 12" O.G. PLYNl00D 1/2, 22" X 30" MIN ACC 'I "1 LDEGOR TRIM MOULDING eATTIC ACCESS SECTION S3 SCALE 1-1/2" _ P-O" FILL C.OL.UMN5 AND LINTEL. SOLID Wt GROUT TABS. #3 VERT. TIES ONLY A5 REG O. SEE LINTEL SGHEOU E (. I (- H16H STRENGTH PRECAST LINTEL L 1 KLREINFORGIN& AS REW SEE LINTEL SCHEDULE COLUMNS BEYOND SEE FOUNDATION PLAN P TYPICAL DETAIL LINTEL s3 AT OPENING OR WOOD STUDS, 0 24" OX O FINISHED CEILING - SEE TYP. WALL SECTION CONT. 25 CAUSE METAL TRACKS TOP 4 BOTTOM 25 GAUGE CHANNEL SHAPED STUDS 24' 0/0 KVI FULL LENGTH LAYER OF 1/2' TYPE GYPSUM WALLBOARD APPLIED VERTICALLY 4 ATTACHED W/I"LONG BUGLE HEAD SCREKS TO EACH 51DE 0 12' 0/C eTYPICAL INTERIOR PARTITION S3 SCALE: 514" = 1'-O" Tl (6) - #5 VERTICAL KU #4 012' O.G. (1) - #1 VERTICAL CONTIN. CENTER BAR I I 1 #6 r—r_ I I I u r-1-7 I I ��� 1 1 I F V I 1 I 1-- -1-4 I I 14" I I--1_4 I I I L_L1 I I 1 I I I I I 1 r_i _1 I I I r—r� r—rrt SEE 5_OILs REPORT 14" B.O. PILE PICAL AUGER PILE CONT. DOUBLE 2X4 TOP PLATE DRYWALL AS PER BUILDERS PREF.'B WOOD STUDS AT 16" O/C . 2X4 OR 2x6 WOOD SOLE PLATE rAGHED TO SLAB W/ 5/6" WEDGE :HORS AT 24' OIC OR A5 PER r. 5/A5 BEARING WALL SECTION S3 SCALE. 514' = 1'-O" p CONCRETE BEAM. SEE PLAN. PROVIDE EXPASION JOINT AT PERIMETER TO UNDERSIDE OF CONCRETE I BEAM AND SONOTUBE COLUMNS. s (1) #5 VERT. IN FILLED CELL 0 32" 0/6 TYPICAL (DO NOT EMBED IN BEAM ABOVE) }' IDE)§, EXPAN5ION JOINTS AT PERIMETER I IF 4 FRANGIBLE GONG. SLAB.I SEE FLAK I NC. FTC. W/4 #5 CONTIN. 4 04 TRANS. 0 Ib' O.G. r 77T >`°T 53 FRANGIBLE WALL /FTG. DETAIL B' GONG. SLAB PILING NOTES: 1. PILINGS TO BE 14° DIAMETER BY 32'-0" MIN. LENGTH OR REFUSAL DE516N CAPACITY - 30 TONS. ALL SHALL BE IN ACCORDANCE WITH A.G.I. 543R-00. REINFORCING = (6) #5 x FULL DEPTH. EXTEND 30" ABOVE T.0.P. ELEVATION 2. M15ERCA5T PILES ARE PLACED BY ROTATING A CONTIN10U5 FL16HT HOLLOW SHAFT AUGER INTO THE GROUND TO A PREDETERMINED PILE DEPTH. HIGH STRENGTH GROUT SHALL BE PUMPED WITH 5UFFIC ENT PRESSURE AS THE AUGER 15 WITHDRAWN TO FILL THE HOLE PREVENTING HOLE COLLAPSE AND TO CAUSE THE LATERAL PENETRATION OF THE GROUT INTO SOFT OR POUROU5 ZONES OF THE SURROUNDING SOIL. A HEAD OF AT LEAST SEVERAL FEET OF GROUT ABOVE THE INJECTION POINT SHALL BE CARRIED AROUND THE PERIMETER OF THE AUGER FLSHTIN& AT ALL TIMES DURING THE RAISING OF THE AUGER SO THAT THE H16H-STRENGTH 6ROUT HAS A DISPLACING ACTION REMOVING ANY L005E MATERIAL FROM THE HOLE. THI5 METHOD OF PLACEMENT SHALL BE USED AT ALL TIMES AND NOT BE DEPENDANT ON KHETHER THE HOLE 15 SUFFICIENTLY STABLE TO RETAIN ITS SHAPE WITHOUT SUPPORT FROM THE EARTH FILLED 3. AUGER GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI AT 26 DAYS. SEE CONCRETE NOTES ON SHEET 0-1 FOR ALL OTHER CONCRETE. GRADE BEAM/SLAB NOTES: I. FLOOR SLAB THICKNESS 4 REINF. TO'BE PER PILING PLAN ON 6 MIL VISQUEEN (OR EGUAL) ON GLEAN WELL COMPACTED FILL PRE TREATED FOR TERMITES. 2. ALL REINFORCING STEEL TO BE GRADE 60. 3. SRADE BEAM AND PILING DESIGN BASED ON &EOTEGHNICAL REPORT PROVIDED BY A FLORIDA REGISTERED SEOTECHNIGAL ENGINEER. 4. AFTER STANDARD GLEANING AND 6RUBBIN& HAS BEEN COMPLETED AND APPROVED, APPLY VIBRATORY COMPACTOR WITH A MINIMUM OF FOUR PASSES TO THE EXI5TIN6 GROUND. 5. SLABS SHALL NOT BE LOADED UNTIL 12 HOURS HAS ELAPSED. 6. SPLICES SHALL BE 46 BAR DIAMETERS AND CONTINUOUS AROUND ALL CORNERS AND CHANGES IN DIRECTION CORNER BARS SHALL BE 46 BAR DIAMETERS EACH. WAY. T. CONCRETE FOR GRADE BEAM AND SLABS SHALL BE 5000 PSI MIN MAXIMUM WATER/GEMENT RATIO MUST NOT EXCEED 055. CONCRETE FOR PILE/GOLUMN EXTENSIONS TO BE 5000 PSI MIN. b. SCHEDULED HOOPS AND 5nRRUPS SHALL BE PLACED AT EACH END (EE) OF BEAM OR THROUGHOUT (TA) BEAM AS INDICATED ON BEAM SCHEDULE. 5TIRRUP5 SHALL BE TYPE 54 AND HOOPS SHALL BE TYPE T-2 TYPICAL CR51 BAR 5EN05 UNLESS OTHIE"15E NOTED. 9. ALL GRADE BEAM (MARK 068") BARS SHALL BE CONTINUOUS UNLESS OT}ERH15E NOTED.ALL SPLICES TO BE A MINIMUM OF 46 BAR DIAMETERS. 10. BUNDLE ALL STRUCTURAI, BEAM TOP BARS IN PAIRS OVER SUPPORTS WITH TOP BARS FROM ADJACENT BEAMS. 00). 11, ALL ADDED L06ITUDINAL BEAM REINFORCING SHALL EXTEND b" MINIMUM INTO SUPPORT MLE55 OTHMH15E NOTED. 12. ONE -QUARTER OF MAXIMUM BOTTOM REINFORCIN& STEEL AREA OF EITHER ADJACENT BEAM SHALL EXTEND THRU SUPPORT AND LAP WITH A GLASS ,A, TENSION LAP SPLICE ON EITHER SIDE. OF SUPPORT. 13. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: SLA85 ON VAPOR BARRIER - 3/4' BEAMS AND COLU445 - 1 1/2" FORMED CONCRETE BELON GRADE-2' UNFORMED CONCRETE BELOW GRADE-3' GONG. BEAM lew., SEE 5GFED. COL REINF, TO MATCH PILE LOCATION 4 REINFORCEMENT — 14" CONC COL. (TEND PILE REINF BAR DIA. INTO X, SEE SCHEDULE )R REINF. PROVIDE 14" A05ERGA5T BONDING AGENT PILING BETHMN AU6ERCA5T AND NEW CONC COL PRIOR TO POUR. TYP AUGERCAST/SONUTUBE DETAIL AU6ERGA5T PILE - 14" VIA. x 32' LONG TYP. W/ (6) #5 x FULL DEPTH AROUND PERIMETER 4 (1) r X FULL LENGTH 0 CENTER y CB-3 CONCRETE BEAM. SEE PLAN. �C I f:f-Jl I. PERMANENT MASONRY WALL O °1 WALL CELLS REINFORCED PER �F{ PLAN SROUT SOLID u7 5 FINISH }' 0E15` EXPANSION JOINTS BETVAN SLAB 4 GRADE BM ' FRANGIBLE GONC. SLAB. I. SEE PLAN. r}tis, . I I 11, ._ 68-2 CONCRETE BEAM BELOW. SEE PLAN. PER PLAN s3 NON -FRANGIBLE WALL DETAIL revisions no. date REV #1 1124116 BLD6 GMTS drawn PAR checked PAR date II/14/15 scale 114" = P-ON (VNO) job no. 1.5-066 . GLE Shawn M. Stambaugh, PE FL. LIC. 61650 - C.A. 26210 W WLL o A o '^ J w o� Q w o�WW_ NFU I— J 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 FRAMING & FOUNDATION DETAILS sheet S-3 RACE RESTRAINT, ON INDICATED. FASTEN M CHORDS Al (3) 16d 0 LATERAL BRACE W/ :H INTERSECTION. S J PL71lrn3 (2)TC-I ROOF BRACING PLAN SCALE: 1/4" = 1'-0" BRACING LEGEND: PERMANENT 2x4 DIAC70NAL BRACE RESTRAINT IN THE X PLANE OF THE NEAREST WEB MEMBER AT 20'-0' INTERVALS AT APPROXIMATELY 45 DEGREE ANGLE. FASTEN TO TOP E 5TM. CHORDS WITH 3-I6d TOENAILS AND TO LATERAL BRACE WITH (3) IOd NAILS EACH INTERSECTION. (REF: 5051 1-05). HORIZONTAL BRID61146 WITH A MINIMUM 2x6 5TRON65ACK AT 6'-0' O/C. FASTEN TO EACH TRSS WITH 5-I0d NAILS AND ATTACH TO WALLS OR OTHER R1610 POINT AT EACH END (REF: 9051 1-03). PROVIDE OVERLAP OF AT LEAST (5) TRU55E5 (FLOOR ONLY). PERMANENT 2x4XC.ONT. LATERAL BRACING IN THE PLAN 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). t 2 (5M DI rSEE DIAPHRAGM SCHEDULE) ZONE 3 (SEE DIAPHRAGM SCHEDULE) a: EDGE STRIP DEFINED A5 THE LESSER OF 1036 OF LEAST HORIZONTAL DIhEN510N OF BUILDING OR 40% aF NICETY 11 BUT NOT LE55 THAN 4A; OF LEAST HORIZONTAL Oft- ION OF WILDING AND ATLEAST 3 Fr.. �� ------ iI � - a --------1 i I --� O 2 I-------- l l I ---------------- A I -1 ---- - - - - - - - �� l a V � � \ I 2 NOTE: SEE DIAPHRAGM 2 SCHEDULE FOR ROOF ZONE NAILING '--- --' REQUIREMENTS. ROOF ZONE DIAGRAM TRUSS CONNECTOR SCHEDULE FASTENERS PER ALLOWABLE UPLIFT PARALLEL LOAD (P2) PERPEND. LOAD (FI) PRODUCT MARK USP CONNECTOR 77?LW CONCAE-BEAM SINGLE STRAP DOUBLE 5TRAP 51N5LE STRAP DOUBLE STRAP 51N5LE 5TRAP DOUBLE STRAP APPROVAL TC-I HTA 12 (6) IOd x 1-112' - 1600 # 3200 # 660 # 1320 # 590 # 1160 # PL 659 TC-2 HTA 20 (10) Tod x 1-112' - 1615 # 32W # MO # 1520 # 540 # II60 # FL J359 TC-3 RT16M N IOd x 1-112' (4)114" x 1-314' TAP. 1345 # 2790 # 400 # 41600 630 # 1260 # FL 107M 1 TC-4 I HSAMIO (4) 114'xl-4' PC (4)114" x 1-314' TAP. 1150 1'530 # I075 # 21500 7400 14600 FL 614 U NJ.OKAJU LOADS ARE EASED ON USP 6ATALO6 M Ed. 2) BLDR MAY USE LONGER STRAPS OF SAME TYPE SPEGIFIED. 3) USE 6ALVANU'.ED NAJLS AS SPECIFIED BY MANIFAMUPER 4) TAPCONS SHOUD Be LDGATED AT 114E FARTHEST POINT FROM THE TOP OF THE EEAM. 5) PROVIDE APPROJ MOISTURE BARRIER PLATE OR BUILDING PMHt BOWEEN MASONRY KALL AND EA& TRU`.+5. DIAPHRAGM SCHEDULE DIAPHRAGM NAILING DIAPHRAGM ZONE 1 TAN 2 ZONE 3 PANEL FRAMING EOUNDRIE5 EDGE INTER EDGE INTER EDGE I INTER LOCATION PANEL 6RADE THICKNESS SPACIN6 REMARKS APA RATED SNATHIN6 ROOF EXPOSURE 1 24' O/C IOd IOd Tod 10d IOd IOd IOd BLOCKED AS SPAN RA77W 40/20 14132E MAX. 6 O/C 6. O/C 6' O/C 6' O/C 6' 0/6 4' O/C 4' O/C 5HON9J ON PLAN APA RATED SHEATHING 5EC010 FLOOR 5T1RD-I-FLOOR, OR EQ. SPAN RATING 46/24 2"2' 24' O/C MAX. IOU 6' O/C IOd 6. O/C IOd 104 O/C 6LUED AND BLOCKED A5 SH" ON PLAN APA RATED SHEATHING J NAIL CORNER STUDS EXT. WALL EXPOSURE 1, OR EQUAL I SPAN RATING 40120 1102 16' O/C MAX IOd 4. 0/C IOd 4" O/C IOd 6' O/C AT 4' O/C MAX TYPICAL BLOCK FREE EDCe5 BRACING DETAILS: COMPRE5510N WEB SLOPING OR VERTICAL CONTINUOUS PERMANENT LATERAL BRACING (C.L B) PERMANENT DIACONAL BRACE NAILED TO OPP. SIDE OF WEB PREVENTS LATERAL MOVEMENT AND SHOULD BE REPEATED AT APPROX. 20 FOOT INTERVALS CEILING FIGURE a%: PERMANENT DIA60RAL BRACING IN THE PLAN OF THE NEB h11MBER6 PERMANENT CROSS BRACING FI S� 37: PERMANENT BRACING IN THE PLANE OF THE WE65 FOR PITCHED TRU55E5 HORIZONTAL BRI061N6 WITH A MINIMUM 2x6 STROWBACK CONNECTION TO EACH TRUW WITH 3-I0d NAILS AND ATTACHED TO WALL5 OR OTHER RI61D POINT AT EACH END (REF: 5051 1-05). PROVIDE OVERLAP OF AT LEAST (5) TRU55IE5 (FLOORS ONLY). SEE PLAN F16URE Ae6. PERMANENT BRACING IN TN PLAN OF THE hE55 FOR PARALLEL CHORD TRU55E5 RiZ7-7im 45' l l 45' LATERAL BRACE P16LRE Sq. PERMANENT BRACING IN THE PLAN OF TN WE85 BRACING NOTES: I. BRACING SWNW DOES NOT INCLUDE TEMPORARY BRACING REQUIRED FOR TN ERECTION AND INSTALLATION OF TRUSSES PRIOR TO THE INSTALLATION OF PERMANENT CROW BRACING AND WEB LATERAL BRACING REQUIREMENTS. TEMPORARY BRACING 15 THE RESPONSIBILITY OF THE TRUSS INSTALLER AMID SHOULD REMAIN IN PLACE AS LONG AS NECESSARY FOR THE SAFE AND ACCEPTABLE INSTALLATION OF TN ROOF OR FLOOR. (REF: X51 I-D3). 2. PERMANENT WEB LATERAL BRACING 15 TO BE INSTALLED A5 SHONPI ON 7NE INDIVIDUAL TRUSS DRAWIN66 (NEB LATERAL BRACIN515 NOT SHOWN ON TH16 SHEET). PERMANENT NEB LATERAL BRACIN616 TO BE RESTRAINED TO PREVENT LATERAL MOVEMENT BY SOLID ANGNORACE TO END WALLS, OR BY PERMANENT OIA60NAL BRACIN6 MOT SHOW IN THE PLANE OF TN WEB hEN'®ER AT INTERVALS NOT TO EXCEED 20 FEET ALONG CONTINUOUS WEB BRACE. (REF: BCSI 1-03). 3. PERMANENT DIAGONAL BRACING AS SHOM ON THIS SHEET DOES NOT INCLUDE BRACING REQUIRED FOR GABLE END STUDS OR BOTTOM CHORD OF 6ABLE END AT WALL. REFER TO STANDARD (SABLE END DETAIL FOR BRACING REQUIREMENTS. 4. ALL TOP CHORDS ARE A-160,W TO BE SHEATHEP, AND ALL BOTTOM CHORDS BRACED BY A R1610 CEILING SYSTEM REFER TO INDIVIDUAL TRUSS DRAWIN65 FOR BRACING REQUIREMENTS OF NON-5HEATHEv TOP CHORDS AND UNSUPPORTED BOTTOM CHORDS. 5. REFER TO TPI /WCTA BC51 1-05: COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION AND BRACING hETAL PLATE CONNECTED WOOD TRU5SE5", APPENDIX C, FOR REGOMMIFtJDED 5EGUENGE OF IN57ALLIN6 BRACING CO)FONENTS. 6. THE STRUCTURAL ADEQUACY OF THE INDIVIDUAL TRL65 DE516N5 TO WITHSTAND GRAVITY AND MW LOAVIN66 AS NEL L. AS GIRDER CONNECTIONS AND LOADS ARE TN RESPONSIBILITY OF THE TRUSS DE516NER. ANCHORAGE OF THE TRUSSES AND GIRDERS TO TN 50PPORTIN6 STRUCTURE TO WITHSTAND WIND UPLIFT 15 THE RESPONSIBILITY OF VE PRO.EGT ENGINEER OR ARCHITECT. 7. THE BRACIHS FOR THE ROOF SYSTEM IS DE516NED FOR BOTH POSITIVE d NEGATIVE PRESSURE AND MEETS TUE REXIREMENT5 OF 2010 FBC,. revisions no. date drawn PAR checked PAR date 11/14175 scale V4' = I'-O• N.N.0) job no. 15-066 CLE N' Shawn M. Stambaugh, PE FL LIC. 61850 - C.A. 26210 W W o ry 0 J '^ LL W o� Q T� Vl U3J M� 01) (A W wNJU T J OWE J Z u) QUA .RJANTUM 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 ROOF BRACING PLAN sheet S-4 ALL ROOF-'W-ATHIN5 NAILS TO BE RIN65HANK 151 r9'1 At 111 PLEASE VERIFYiii =a = e 3r a v v a a e m * CONFIRM ALL CLOUDED NOTES NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO T d d = o SHOW TRUSS I.D. AND TRUSS LOCATION ONLY. d * SOME ROOF PLANES DIFFER FROM PLAN --SEE CLOUDED AREAS _ THE BUILDING DESIGNER IS REPSONSIBLE FOR THE _ ' e STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. * CONFLICTING INFORMATION IN PLAN PERTAINING TO OVERHANG or CANTILEVER ORIENTATION. REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR GRAVITY AND UPLIFT LOADS. N M s = W o TRUSSES ARE CURRENTLY DESIGNED w/ A 10-1/2" CANTILEVER U.N.O. FOR BRACING & ERECTION DETAILS REFER d a _ . lam'I • AHU RM WAS DESIGNED INTO TRUSSES INSTEAD OF A "CEILING RECESS" TO BCSI-03 AND/OR ENGINEER OF RECORD N N ` -; c o o * LOCA.TIONS FOR CANLIGHTS or AC DIFFUSERS HAVE NOT BEEN CONSIDERED IN THE SPACING i ®� d S. OF THE TRUSSES N o = d e Q L e * TOP OF HIGHEST TRUSS @ 25' 7 106" ABOVE GROUND FLOOR REPRESENTS THE LEFT SIDE OF EACH TRUSS DRAWING ----------- .------ ....-....-. ` e i 1 JU524 H j THD46 a E_' e_ o e g o ze = = v e ® JUS26 ) MSH422 o a e e s o S. al �K MUS26 M d m e N n. vi e a C:THD26 ��.THD28 E v o e C THD26-2 <M�❑ e= d = w e CF 'o THD282N --- �- L Y L 9 WALL LEGEND <� JUS46 0> e e _ d - -- LOADING F ROOF FLOOR WIND LOAD p LIVE LOAD 30 - ASCE 7-10 =_ a o e `_ p p .._. ._...., t_ t H O L O 6 O •O O 17-10" BRIG, ~ C.)DEAD LOAD 15 165 MPH EXP D HEIGHT -- —. _- „g gs 9 0 ® LIVE LOAD 10* CATEGORY II p O _— oo o o e m c=i DEAD LOAD 10 ENCLOSED 9 _ - ' _ m � E s a e a ]BEARING NOTE: TOTAL LOAD 55 FBC - 2014 d " " M � E �. ' ALL HATCHED WALLS SHOWN ON THIS LAYOUT ARE CONSIDERED o z .DURATION FACTOR 1.25 - TPI - 2007 TO BE BEARING UNLESS NOTED OTHERWISE REV DATE BY = REI__._.__ MARKS * ALL SPECIFIED HEIGHTS ARE FROM 0'-0" ELEVATION E `O * SEE LAYOUT FOR WALL HEIGHT TRANSITION LOCATIONS - ---- - - E * SEE LAYOUT + SCHEDULE FOR LEDGER SPEC's / / e 1 CEILING NOTE: " ALL TRAYS & COFFERS ARE NOTED ON THE LAYOUT. e 9 * ALL DROP CEILINGS BELOW BEAM HEIGHT ARE TO BE FRAMED DOWN IN THE FIELIJ BY OTHERS UNLESS NOTED OTHERWISE ON LAYOUT -- - - i It is understood that above •� „ � aL ' � ,� conditions have been reviewed APPROVED „ v o m v e & are acceptable for the _ = - o - fabrication at trusses, ❑ APPROVED AS NOTED a -9 = o s elevations, pitches, overhangs, ,� REVISE AND RESUBMIT _2 o 9 N o E fascias,ceiling elevations/pitches, bearing REJECTED _ conditions & all detail pertaining ❑ M o 0 0' 2 to this truss placement plan. No - e back charges will be accepted „ d12 _ DATE without previous written r= R 0 0 0 (�r,.�J ❑. OuantUm m _ = a _ } Engineering a Trusses repres ntatiivve. REVIEWED BY a o o Associates Inca �� PLAN DATE ARCH: 11/14/2015 STRUCT: NONE ------ a .__ _ e THE REVIEW AND APPROVAL OF THESE DRAWINGS III:=- _ o S STRICTLY FOR TRUSS SHOP ' DRAWINGS CUSTOMER JWN CONSTRUCTION COMPLIANCE WITH ROOF PLAN GEOMERTY AND 41 / 211 DOES NOT RELIEVE THE TRUSS FABRICATOR OF HIS _ a RESPONSIBILITY FOR CONFORMANCE WITH ❑� T e " l[ HEEL "' THE ENGINEER'S TRUSS LAYOUT. THE TRUSS JOB NAME CLEWS fABRICATOR IS RESPONSIBLE FOR NOTIFYING THE e d GENERAL CONTRACTOR IN WRITING OF ANY --zi 0_'I / r1 I I DEVIATION FROM THE ENGINEER'S LAYOUT. THE 1 L LOCATION NEITLESISLAND -- - GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND RESOLVING ANY INCON PLUM CUT SISTENCIES BETWEEN THE TRUSS SHOP COMMNTY = e o u .__ 2 w =„d=ode�e DRAWINGS AND ANY OTHER APPLICABLE TRADE _ a d " 5 /LOT# „�.= e � e tNCLUDING ARCHITECTUAL, STRUCTURAL AND " o a e,' CANTILEVER --- E V = MECHANICAL. ALL RESPONSIBILITIES SHALL Ede CONFORM WITH ANSI / TPI / WTCA 4 - 2002 BLDG BLDG F. a o .. N 3 0- / TYPE # i/ APPROVED; NO EXCEPTIONS TAKEN o APPROVED WITH COMMENTS NOTED o a w d d a s a TYP I CAL END D E'TAI 1 O REVISE AS NOTED; RESUBMIT JOB # 63896 MASTER e d C1 AEJE D; COMMENTS AS NOTE - c - -- -- - #Y 4 ..._. ._,:...ATE .. DATE 02/08/2016 ... DRAWN SCALE _ RDS N.T,S. o e I COPW y v e w� all Y a z m m v AREA CAfC �_ FLOOR 0 hz = A=1 ROOF a 9 d ROOF 2201. _ s FASCIA 19 83 R2 TRUSSES z o o 5 E 0 -= N = W o v � c E HIP LINE 172.8 = R A FLORIDA CORPORATION VALLEY LINE 77.51 h d e ' -- _ - -_ Ph 772-409-1010 / Fax 772-409-1015 a 9 'O SHEETING AREA UNDER VALLEY TPU§4ES qND i WASTE MATERIAL NOT INCLUDED hftp://Www.altruss.com ./ RLDfl TO VERIFY CALCULATIONS r„`L+.//wiNw.C�lf%uss.ii Dm N O O O O 0 O O ❑ ■ /II00---------------7 CL6 REC A I / I / I / CEILIN6 MOUNTED WATERPROOF I / FLUORESCENT FIXTURES / I / I / /Fw /Fw / I / 21X2' 2IX21 `J \ I \ I \ I \ I \\ I \ I \ I \ I \ I \ \ INSTA HOT I \ 1ST LEVEL ENTRY FOYER GL6 REC I \ _ CIRREEIC I \ i I \ / I m +1101, MIN X \ I kp(ABV. FLD) LITE ® 2')u' I I CDA � I I `1 I I I I I I I I I I I tFw /Fw I l sxs sx2 I � I � I � I � I \\ I \ CL6 REG CL6 REC I Tx -------`-�-------- - - - - -- OF fop�- revisions no. date drawn PAR checked PAR date 11174115 scale Wm _ /-0° N.N.OJ job no. 15-0" . CLe W W o A o LL W o� < � �O ► m CO Lu W N _? -J o W i- � � z (0 QLA 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 drawing 1ST & 2ND FLOOR MECHANICAL PLAN dy y