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HomeMy WebLinkAboutBUILDING PLANGENERAL NOTES FOUNDATION NOTES MASONRY NOTES PLAN NOTES (C,ONT'D) ELECTRICAL NOTES 1. TYPE OF CONSTRUCTION: GLA55 V, UNPROTECTED, GROUP R-2 OCCUPANCY PER I. FLOOR SLAB TO BE 4" THICK POURED CONCRETE SLAB WITH b" X b" X WI.4XWI.4 I. CONCRETE UNITS TO BE ASTM G q0-14. A5TM GRADES NI OR NIT. PROVIDE PRECAST I. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED 8. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE "TIMBER CONSTRUCTION MANIAC' AS PUBLISHED BY THE AMERIGAN INSTITUTE OF TIMBER I. CONTRACTOR SHALL VERIFY WITH r-F.4L. THE LOCATION OF SERVICE AND SHALL FLORIDA BUILDING CODE 6TH EDITION 2011, BUILDING CODE 510.4 FILL PRE UNTEL5 A5 NECESSARY. (fhl = I500 P5U FOR REIN5PEGTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE 5I6PH CONSTRUCTION. LOCATE METER 8 PANELS A5 REQUIRED. W.W.M. ON 6 MIL V15WEEN (OR EQUAL) ON GLEAN WELL COMPACTED TREATED SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRICAL PANEL. 2. CONSTRUCTION SHALL FOLLOW THE FLORIDA BUILDING GORE AS ADAPTED BY THE MIDDLE TO UPPER HALF OF THE SLAB ITES. MITES. NAM SHALT- BE LOCATED IN THE MIDDLE TERM MORTAR TYPE M PER ASTM G ?10-12a. 2. ALL WIRE SHALL BE THHN COPPER. MX-55 NOTED OTHERWISE AND ALL APPLICABLE AMENDMENTS. DEPTH AND MUST BE SUPPORTED AT 5-0O/C 0/G EACH WAY WITH APPROVED MATERIALS. 2. PROVIDE 3" STEEL POGT OR BOLLARD OR TIRE BUMPER IN FRONT OF ALL EQUIPMENT 9. ALL WOOD IN CONTACT WITH MABOPIRY OR CONCRETE SHALL BE PRESSURE TREATED. 3. CONCRETE FILL (HVAG, EHW, WASHER/DRYER) LOCATED IN THE GARAGE AT FLOOR LEVEL PER FB.G. PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER 3. WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER GONDUGTOR5 SHALL BE 3. BUILDER SHALL COORDINATE ALL THE WORK OF ALL TRADES. 2. ALL REINPORGIN6 STEEL TO BE GRADE 60. MECHANICAL CODE. GEMENTITOU5 MATERIALS AND THE WOOD AS PER CODE. COPPER OF EQUAL AMPAGITY. 4. BUILDER SHALL REVIEW DRAWINGS IN THEIR ENTIRETY BEFORE STARTING WORK. IF 3. COLUMN AND WALL GEH7ERLINE5 SHALL COINCIDE WITH FOOTING CENTERLINES UNLESS A. CELLS LINTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 3000 P51 PEA GRAVEL CONCRETE. 3. PROVIDE P.T. VERTICALLY AT THE G, AND FLOOR LEVELS. 10. BUILDER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND 4. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED GABLE. FOUND THE BUILDER SHALL REPORT ANY ERRORS OR OMISSIONS IN WRITING TO THE OTHERWISE NOTED HORIZONTALLY AT INTERVALS NOT EXCEEDING 10'-0', AND ALL OTHER LOCATIONS PER LY INTERVALS AND BRIDGING USED DURING ERECTION OF TRUSSES AND STRUCTURAL SLABS TO PREVENT ARCHITECT. BAGKGHARGE5 WILL NOT BE ACCEPTED WITHOUT REVIEW OR APPROVAL B• THE MIX DE516N SHALL BE APPROVED BY THE ENGINEER F.B.C. SECTION R502.II.5. COLLAPSE OR DAMAGE. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO BY ARCHITECT. DO NOT SCALE DRAWINGS. 4. FOOTING DESIGN BASED ON A55UFED 501E BEARING CAPACITY OF 2500 P.S.F, 4. GONSTRUGTIDN. TO SUBMIT 501L BEARING TEST RESULTS OR BOIL BEARING CAPACITY G. ALL CONCRETE SHALL BE OF A FLUID GOPL51G7ENGY WITH A SLUMP OF q'-II MAX., WHICH 4. ALL GLAZING WITHIN 24" OF EITHER SIDE OF THE DOOR PLANE IN A CLOSED POSITION 11. HEADERS FOR FRAMED OPENIN55 GREATER THAN 6'-O" MUST BE ENGINEERED AND 5. SUBMIT MINIMUM THREE (5) COPIES OF SHOP DRAWINGS AS REQUIRED BELOW. REPORT BY A FLORIDA REGISTERED ENGINEER MEANS THAT THE CON.515TEHCY SHALL BE A5 FLUID AS POSSIBLE FOR POURING WITHOUT AND ON A WALL PERPENDICULAR TO THE PLANE OF THE DOOR ON THE HINGE SIDE OF THE STAMPED BY THE TRU55 MANUFACTURER. "LESS NOTED OTHERWI50 6. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER SEGREGATION OF THE CONSTITUENT PARTS. DOOR (4b' IN HVHZ) SHALL BE TEMPERED. ALL WINDOW5 OR 6LA55 ENCLOSURES AT OR SPECIFICATIONS. 6. THESE PLANS, AS VRAM AND NOTED, COMPLY WITH THE BUILDING ENVELOPE 5. ALL SITE PREPARATIONS d DRAINAGE RECOMMENDATIONS MADE IN THE 51TE WITHIN 36" OF TUB' AND SHOWERS WITH SILLS THAN 60° ABOVE FLOOR SHALL BE 12. ALL HEADERS OVER ODORS AND WINDOWS TO BE (2) OR (3) 2XI25 UNLESS ENERGY REQUIREMENTS OF THE F.B.C. CHAPTER 13 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 TEMPERED. ALL GLASS IN SIDELI6HT5, SLIDING LGLLESS ASS DOORS AND FRENCH DOORS OTHERWISE NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL 1PROVIDE DIECONNEGT SWITCH OF 51ZE A5 REQUIRED BY LOAD AND UNITS. SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING CODE IN ITS ENTIRETY AND BUILD IN ACCORDANCE WITH ALL PROVISIONS OF TH15 CODE WHICH MAY NOT BE b. FILL PLACED WITHIN 5'-0' OF THE GON5TRUCTION PERIMETER SHALL CONSIST OF EN61NEER. SHALL BE TEMPERED. THIGKME55). 8. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWIT.HES AT A/C, EQUIP. AND AT SPEGIFIGALLY ADDRESSED ON THE PLANS AND NOTES. GLEAN WELL. 6RADED SAND IN 12° LIFTS(MAX) AND VIBRATORY COMPACTED TO 4. REINFORCING: 5. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOL. M1EN5 13. DI10MIAL LUMBER SHALL BE SOUTHERN PINE. NO. 2 OR BETTER AND SHALL PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER ACHIEVE A MINIMUM OF 115% MODIFIED PROCTOR A5TM D 1557-12. EGRESS WINDOWS SHALL HAVE A MINIMAL NET OPENING OF 24" HIGH, 20" WIDE, AND MIN. PROVIDE ALLOWABLE STRESS VALUES OF 1200 P51 IN BENDING FOR A SINGLE MEMBER RECOMMENDATIONS. 7. BUILDER 15 RESPONSIBLE FOR ADEQUATE BRACING OF 5TRUCTURAL OR NON-STRUCTURAL MEMBERS DURING CONSTRUCTION. 7. AFTER STANDARD GLEANING AND GRUBBING HAS BEEN COMPLETED AND APPROVED, VERTICAL: NET AREA OF 5.7 S.F. FOR 2nd FLOOR WINDOWS AND 5.0 S.F. FOR Ist FLOOR WINDOWS. THE BOTTOM OF THE OPENING SHALL. NOT BE MORE THAN 44° ABOVE THE FLOOR, LATCH USES. q0 PSI IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELASTICITY OF 1600 IU`I OR BETTER, A5 DETERMINED BY AN APPROVED LUMBER GRADING AGENCY. 9. PROVIDE 6FGI PROTECTION FOR ALL BATHROOM, GARAGE, EXTERIOR, KITCHEN, APPLY VIBRATORY COMPACTOR WITH A MINIMUM OF FOUR PASSES TO THE EXISTING A. ASTM A615/A 61511-12. PER REINFORCING SECTION (GRADE 60). AT 54" A.F.F. MAX. IN HVHZ AREAS WHERE THERE 15 MORE THAN A 4'-O" DROP, THE SILL LAUNDRY AND NET BAR OUTLETS PER NEC 210.6(A). 6. CABINET SUPPLIER TO PROVIDE SHOP ORAWIN65 TO THE BUILDER. GROUND. SHALL BE NO LESS THAN 56" A.F.F. OR PROVIDE AN APPROVED 5AFE6UARD. 14. NON -BEARING INTERIOR PARTITIONS MAY BE CON5TRUGTED OF 25 GAUGE GEE B. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL GORE, IT SHALL NOT CHANNEL TYPE STUDS AT 24' O/C WITH MATC.HIN6 7RAGK5 TOP AND BOTTOM, WITH 1/2' 10. ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND AS 9. WINDOW AND DOOR SUPPLIER TO PROVIDE SHOP DRAWING TO BUILDER. 5. SLABS SHALL NOT BE LOADED UNTIL 12 HOURS HAS ELAPSED. BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL ALI6,°•A4ENT, EVEN THOUGH IT 15 b. ALL BATHROOM FLOORS SHALL BE OF APPROVED IMPERVIOUS MATERIALS. GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WITH IN LONG BUGLE HEAD DRYWALL SELECTED BY OWNER. IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCING. 5GREW5 AT 12" O/G MAX. 10. ALL WINDOWS AND DOORS SHALL BE CAULKED AND HEATHER STRIPPED. WINDOW q. SPLICES SHALL BE 48 BAR DIAMETERS AND GONTINIOU4 AROUND ALL CORNERS AND 6. IN HVHZ AREAS PROVIDE HURRICANE SI#JTTERPi A5 PER FB.G. SECTION 24-13 UNLESS H. PROVIDE PRE -WIRED TELEPHONE, T.V. OUTLETS OUTLETS AS SHOWN ON PLAN. UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE F.B.C. ENERGY CHANGES IN DIRECTION. CORNER BARS SHALL BE 46 BAR DIAMETERS EACH. WAY. G. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE of ONE-HALF INCH THE EXTERIOR WALL COMPONENTS OF THE ENCLOSED BUILDING HAS SPECIFIC PRODU'GT 15. METAL LATH OVER SHEATHING SHALL BE 3/&" V-SROVE OR DIMPLED. CEILINGS AND CONSERVATION CODE. FROM THE MASONRY. APPROVAL TO PRESERVE THE ENCLOSED BUILDING ENVELOPE AGAINST IMPACT LOADS SOFFITS SHALL BE H16H RIB TYPE. FASTEN TO %ESTATE AT 4" D/G AS FOLLOWS; 12. ALL CL05ET LIGHTING SHALL COMPLY WITH NEC SEC. 410b. 10. ALL MONOLITHIC FOOTIN65 HAVE BEEN CHECKED FOR THE USE OF TRANSFER A5 SET FORTH IN CHAPTER 16. CONCRETE: 3/4" LONG STUB NAILS W/ 3/8" HEAD. HORIZONTAL AND VERTICAL WOOD II. ALL CONSTRUCTION IN BROWARD AND DARE COUNTIES SHALL COMPLY WITH THE REINFORCEMENT AT THE PERIMETER. RATIONAL ANALY515 SHALL BE SUBMITTED, BUT D. VERTICAL REINFORCING SHALL BE AS LOCATED ON THE PLAN AND A5 INDICATED IN FRAMING MEMBERS WV NAILS OR STAPLES TO PROVIDE AT LEAST I-3/4" PENETRATION 13. THE BRANCH CIRCUITS CONTAINING SMOKE DETECTORS SHALL HAVE ARC, -FAULT HIGH VELOCITY HURRICANE ZONE (HVHZ) SECTIONS OF THE F.B.C. ONLY IF REQUESTED BY THE BUILDING OFFICIAL. THE COLUMN 504EDULE. q. PICKETS AT STAIRS, LANDINGS t BALCONIES SHALL BE SPACED TO PREVENT INTO HORIZONTAL WOOD FRAMING MEMBERS, AND 3/4" PENETRATION INTO VERTICAL PROTECTION PER NEC SEC. 210.12 SMOKE DETECTORS SHALL BE CONNECTED TO PASSAGE OF A 4° DIAMETER SPHERE. WOOD FRAMING MEMBERS. ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS ARC -FAULT CIRCUITS AHEAD OF 5WITC.4 AND HAVE SELF CONTAINED BATTER BACK-UP. II. CONCRETE FOR FOUNDATIONS AND FOOTIN65 SHALL BE 2500 P51 MIN. E. VERTICAL REINFORCING EACH SIDE OF ANY OPENING, IF REQUIRED, 5HALL BE SHALL BE BENT OVER TO ENGAGE AT LEAST THREE STRANDS OF LATH, OR BE BENT DETECTORS SHALL BE TANDEM WIRED 50 ALL DETECTORS SOUND SIMULTANEOUSLY. MAXIMUM WATEWGEMENT RATIO ML15T NOT EXCEED 0.65. CONTINUOUS TO THE TIE BEAM. PRECAST LINTEL5 SHALL HAVE OPENINGS TO ALLOW 10. PROVIDE A MINIMUM OF 4° CLEAR ALL AROUND AIR HANDLER UNITS. OVER A RIB WHEN RIB LATH 15 INSTALLED. SHEATHING: 14 GAUGE 5TAPLE5 1" LEG, TA6" SITE PLAN NOTES REINFORCING BARS TO CONTINUE UNINTERRUPTED. GROWN METAL MTL. FRAMING: SELF TAPING %RE115 #12 x I/2" WASHER HEAD STAPLES 14. PRE -WIRE FOR GARAGE DOOR OPENER SENSOR. BEAM SCHEDULE NOTES 11. IN ZERO LOT LINE HOMES: DRYER VENTS, EXHAUST FAHS 4 KITCHEN HOODS SHALL NOT SHALL NOT BE USED FOR SOFFITS OR CEILINGS HORIZONTAL: VENT 7HR0,16H THE 51M WALL AND MUST MAINTAIN AID'-00 SETBACK. PROVIDE CIRCUIT INTERRUPTER PROTECTION IN DWELLING UNIT LIVING, I. THE ARCHITECTURAL SITE PLAN, IF PROVIDED IN THESE DOCUMENTS IS FOR GENERAL lb. WHERE CEMENT PLASTER 15 APPLIED TO LATH OVER FRAME CONSTRUCTION, BOupING DI Y ROOMS, DINING, FAMILY ROOMS, DENS/ LIBRARIES, BEDROOMS, SUMUROOMS, CLOSETS, HALLWAYS WLIBRARIES, RARRS, LOCATION OF THE HOUSE, POOL, DRIVEWAYS AND 51TE FEATURES ONLY. THE 6.C. OR 1 5CHEDULED HOOPS AND 5TIRRUP5 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. OBL. OR SIM. ROOMS PER NEC 210-12. OWNER SHALL PROVIDE A PRELIMINARY LOT FIT PERFORMED BY A LIGENCED THROUGHOUT (TO) BEAM AS INDICATED ON BEAM SCHEDULE. STIRRUPS SHALL BE TYPE SCHEDULE. LAYER OF WATER BARRIER OR BY INSTALLIN6 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 LOCATIONS, SET BACKS, 54 AND HOOP5 SHALL BE TYPE T-2 TYPICAL GR51 BAR BENDS UNLESS OTHERWISE NOTED. B. HORIZONTAL JOINT REINFORCEMENT SHALL CON515T OF AT LEAST q GAGE LADDER FRAMING NOTES BARRIER. 16. SMOKE DETECTORS: 16.1. REQUIRED ON ALL HVAG UNITS WITH 2O01 CFM OR MORE. AND ALL 511E DIMENL51ON5 PRIOR TO PERMIT AND CONSTRUCTION. IF ANY CONFLICTS TYPE REINFORCEMENT SPACED NOT MORE THEN 16" O/C, VERT, REINFORCEMENT SHALL 17. PNEUMATIC FASTENERS SYSTEM TO BE HILTI-COIL NAIL PROGRAM. TYPE TO BE GRF 162. CEILING, AREA: 110 V. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET OCCUR BETWEEN THE ARCHITECTURAL SITE PLAN AND SURVEYORS LAYOUT THE GENERAL 2 ALL BEAM (MARK 'B') TOP BARS SHALL BE CONTINJC IU5 UNLE55 OTHERWISE NOTED AL50 BE PROVIDED AT THE BOTTOM AND TOP Or ALL OPENINC75 AND EXTEND NOT LE55 I. THE TRUSS AND FLOOR SYSTEM LAYOUT SHOWN ON TH15 SHEET IS SCHEMATIC IN 1126 I-I/2' LONG AND .120" DIAMETER U.NO. HORIZONTALLY FROM 71-E DOOR OR OPENING OF A BATHROOM THAT CONTAINS A CONTRACTOR AND ARCHITECT SHALL BE NOTIFIED IN WRITING PRIOR TO PERMITTING THEN 24° BEYOND THE IDPENIPI6. PROVIDE U9" MIN CMBEDMENT INTO CONCRETE COLUMNS BATHTUB OR SHOWER UNLE55 TH15 WOULD PREVENT PLACEMENT OF A SMOKE ALARM AND CONSTRUCTION. NO WORK SHALL BE PERFORMED UNTIL THE GENERAL CONTRACTOR 3. ALL TIE BEAMS (MARK 'TB') REINFORCING SHALL BE CONTINUOUS THROUGH TIE- AND BEAMS AND FULL DEPTH LA125 AT ALL MA50NRY L AND "T' INTERSECTIONS. NATURE. HOWEVER, THE SUPPORTING SUPERSTRUCTURE HAG BEEN DE-516NED UNDER THE ASSUMPTION THAT THE FRAMING SCHEME SHOWN WILL GL05E_Y PARALLEL FINAL TRUSS WHEN WOOD POSTS ARE NOT IN A WALL, FIRE RATE POST A5 FOLLOWS: REQUIRED BY SECTION R3143. RESOLVES THESE CONFLICTS. BEAMS ONLY. ALL SPLICES TO BE A MINIMUM OF 46 BAR DIAMETERS. AND FLOOR SYSTEM DESIGNERS LAYOUT. W E OF POET WRAP POST ON ALL SIDES FROM BASE OF POST TO UNDERSIDE OF BEARING WITH (I) 163. NEAR COOKING APPLIANCES. SMOKE ALARMS SHALL NOT BE INSTALLED IN THE S. GENERAL: LAYER OF 5/8" TYPE 'X" GYPSUM WALL BOARD. THIS WILL PROVIDE A ONE HOUR RATING FOLLOWING LOCATIONS UNLESS TH15 WOULD PREVENT PLACEMENT OF A SMOKE CONCRETE NOTES 4. BUNDLE ALL STRUCTURAL BEAM TOP BARS IN PAIRS OVER 5UPPORT5 WITH TOP BARS A. STRUCTURAL DESIGN 15 IN ACCORDANCE WITH A.G.I. 530-13/ A.5.G.E. 5-13/7.M.5. 402-16, 2. THIS FRAMING 5C,HEME (DIRECTION OF TRUSSES AND SLABS, MAJOR 6.T. BEARING FOR THE POST' ALARM IN A LOCATION REQUIRED BY SECTION R314.3. - IONIZATION SMOKE ALARMS NOT BE INSTALLED LESS THAN 20 FEET HORIZ. FROM FROM AD UsGENT BEAMS. (MID). BUILDING GORE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY ON AN BE M POINTS, ETC) CAN ONLY AFTER OBTAINING OT MODIFIED HE PRIME N FROM PERMISSION A. TRU55 MANUFACTURER SHALL DESIGN TRUSSES TO COMPLY WITH ALL SUPERIMP05ED A PERMANENTLY INSTALLED COOKING APPLIANCE. L CONCRETE SHALL CONFORM TO ASTM CcI4/G 14M-oq, SHALL HAVE A MAXIMUM 5• DROP BOTTOM OF TIE BEAMS AS REQUIRED AT WINDOW d DOOR HEADS (28" MAX) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. FRDFE55IONAL OF RECORD WHO MUST REVIEW PROP05ED CHANGES AND AUTHORIZE STRUCTURAL REVISIONS ACCORDINGLY. WIND LOADS PER FB.G. 2011. - IONIZATION SMOKE ALARMS WITH AN ALARM-51LE•IGIN6 SWITCH SHALL NOT BE WATER/GEMENT RATIO OF Ob5 AND SHALL HAVE 3000 P51 GOMPRE551VE STRENGTH IN ADD 2-#5 BOTTOM IF DROP EXCEEDS 8". INSTALLED D LE55 THAN 10 FEET HORIZ. FROM A PERMANENTLY INSTALLED COOKING 2b DAYS ( UNLESS NOTED OTHERWISE) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH AV 318-14 AND AGI 501-10. ALL CONCRETE MASONRY WORK SHALL BE IN B. GON5TRIUGTION SHALL BE IN ACCORDANCE WITH A.G.I. 530.1-13/A.5.G.E. 6-13/T.M5. 602-16, SPECIFICATIONS FOR MA50NRY STRUCTURES AND THE COMMENTARY ON 3. FINAL 516NED AND SEALED ENGINEERED TRUSS AND FLOOR 5Y5TEM DE5I6N MUST BE MECHANICAL C H AN 4 CAL NOTES - PHOTOELECTRIC SMOKE ALARMS SHALL NOT BE INSTALLED LE55 THAN 6 FEET ACCORDANCE WITH AGI 530-13. 6. TIE BEAM 5GHEDULE DEPTHS ARE MINIMUM AND MAY 13E INCREASED e' TO FIT BLOCK SPECIFICATIONS FOR MASONRY STRUCTURES. SUBMITTED 5 AN RU REVIEW. TO TH15 OFFICE FOR T5D FLOOR SYSTEM DESIGNERS MUST FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. WORK. PROVIDE ALL TZU55 CONNECTIONS A5 PART OF THE DESIGN. 2. MINIMUM CONCRETE (.OVER OVER REINFORCING SHALL BE: 5LA55 ON VAPOR T• ALL ADprO L061TUDINAL BEAM REINFORCING SHALL EXTEND 6" MINIMUM INTO G. IN HVHZ AREAS THE BUILDER SHALL EMPLOY A SPECIAL INSPECTOR APPROVED BY THE 5H SUBMIT THREE 3 COPIES OF SHOE' 4. TR115G AND FLOOR SYSTEM MANUFAGMRC-R ALL () I. ALL HEATING, AIR CONDITIONING, REFR16FRATION AMID VENTILATION EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS `�T FORTH IN THE 'FLORIDA BUILDING CODE BE INSTALLED WITHIN 10' OF A ROOM USED FOR 17. CARBON MONOXIDE ALARM BUILDING SLEEPING PURPOSES WHEN THE BUILDING HAS A FG551L BURNING HEATER OR APPLIANCE, BARRIER - 3/4" BEAMS AND COLUMNS - I I/2" FORMED CONCRETE BELOW GRADE-2" SUPPORT UNI E55 OTHERWISE NOTED. BUILDING OFFIGAL TO ENSURE COMPLIANCE WITH THE APPROVED STRUCTURAL PLANS IN ACCORDANCE WITH SECTION 2122.2.4 F.B.G. DRAWINGS AND EN61M1EERIN6 CALCULATIONS SIGNED AND SEALED BY A FLORIDA MECHANICAL" AND FLORIDA BUILDING CODE E NER6Y GOMSERVATtON . A FIREPLACE, OR AN ATTACHED GARAGE. PRIMARY POWER SHALL DOME FROM THE UNFORMED CONCRETE BELOW GRADE-5" CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL RE615TERED ENGINEER, OF THEIR DESIGN FOR REVIEW INCLUDING TWO (2) COPIES FOR 2. A 4' CLEARANCE 15 TO BE MAINTAINED AROUND ALL AIR HANDLING, UNITS. BUILDING WIRING WHEN SUCH WIRING 15 SERVED BY THE LOCAL POWER UTILITY. SUCH 3. REINFORGIN6 STEEL: GRADE 60 (FY=bo.00D) A5TM A615/A 615M-Oq. 6. REFER Tf SPECIFICATIONS. 6. VERTICAL CELLS FOR MA50NRY TO BE 6ROUTLD SHALL HAVE VERTICAL ALIGNMENT ARCHITECT/ ENGINEERS REVIEW PRIOR TO FABRICATION. REVIEW OF SHOP DRAWINGS 1'5 ALARMS SHALL HAVE BATTERY BACKUP. IF USED, A COMBINATION SMOKE/ CARBON SUFFICIENT TO MAINTAIN A CLEAR, UN055TRZTED CUNT. CELL. A COURTESY BY THE ARCHITECT/ ENGINEER AND IN NO WAY RELIEVES THE 3. PROVIDE FIRE DAMPERS AT SUPPLY AND RETURNS WEIGH PASS THROUGH RATED MONOXIDE ALARM SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED 4. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH 'THE MANUAL q ONE-QUAPTER OF MAXIMUM BOTTOM REINFORCING 5T EL AREA OF EITHER ADJACENT 7. SHAH BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT MANUFACTURER OF HI5 RESPONSIBILITY TO PROVIDE A LAYOUT THAT FULLY INTEGRATES WITH THE ARCHITECT/ ENGINN E IF THERE IS ANY `, ASSEMBLIES IF ANY. TESTING LABORATORY. OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRCTION" A5 PUBLISHED BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. BEAM 5HALL. EXTEND THRU SUPPORT AND LAP WITH A GLASS 'A' TEN51ON LAP SPLICE OVER AND EACH LIFT OVER 4'-0" HIGH. GLEANOUTS SHALL BE SEALED AFTER GLEANING AND EACH LIFT 4'-0" DE T TRUSS AND CONFLICT OR ADDITIONAL STRUGi11RE NEEDED, THE TRUSS AND FLOOR SYSTEM 4. ALL DWELLING ROOMS MUST HAVE HVAG RETURNS. RETURNS MAY BE DUCTED, 18. TAMPER RESISTANT RECEPTACLES ARE REQUIRED IN DWELLING UNITS IN ALL AREAS ON EITHER C;IDE OF SUPPORT, INSPECTION, AND BEFORE GROUTING. COMPANY SHALL NOTIFY THE ARCHITECT/ ENGINEER IN WRITING OF THE 5PECIFIG JUMPERS OR T TRANSFER GRILLES. SPECIFIED IN NEC 21052 FOR 125 VOLT, 15 S 20A RECEPTACLES PER NEC 406.11 5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY 10. MARK "G" IN REINFORCING COLUMN BETWEEN TWO BEAMS INDICATE THAT AREAS OF CONCERN. Iq. INTERSYSTEM BONDING TERMINATION FOR GONNECTIN6 INTERSYSTEM BONDING AND 5UPPoRT ALL LOADS DURING CON15TR ICTION. REINFORCING SHALL BE CONTINUOUS THRU THESE TWO BEAMS. STEEL NOTES 5. TRU5SE5 TO BE DESIGNED TO CARRY LOAD5 OF ATTIC, AHU AND M15G. EQUIPMENT, 5. A/C UNITS MAY HAVE CONC. PAD OR OTHER APPROVED MATERIAL EXTENDING ABV. GROUNDING CONDUCTORS SHALL BE PROVIDED FOR TV, COMMUNICATIONS, RADIO, GATV, 6. DOWELS COLUMN AND WALL REINFORCING TO FOOTING WITH SAME SIZE AND NUMBER COORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON COORDINATE ADJOINING GRADE OR SHALL BE SUSPENDED A MIN. OF 6" ABV. ADJOINING GRADE. PADS SHALL BE A MINIMUM 4'-O"xq'-0" PAD FOR DOUBLE UNIT. ETC. PER NEG 250.g4. (A) OR (Q) OF DOWELS AS VERTICAL BARS ABODE. I. STRUCTURAL STEEL SHALL CONFORM TO THE AI5C "SPECIFICATION FOR THE DESIGN, DRAWIMI65.THE BUILDER SHALL BE RESPONSIBLE FOR THE COMPLETE COORDINATION BETWEEN THE TRUSS DM16N AND AIR CONDITIONING DE516N 20. PER FBG-E 404.1 LIGHTING EQUIPMENT. A MINIMUM OF 75 PERCENT OF THE 7. REINFORCING STEEL SHALL BE LAPPED 48 BAR DIAL MIN. WHERE SPLICED AND SHALL FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" . MATERIALS SHALL CONFORM TO THE APPLICABLE ASTM SPECIFICATION A5 FOLLOWS: W SHAPES - Agg2/ 11, REQUIREMENTS PLUMBING NOTES LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS. BE WIRED TOGETHER. PROVIDE CORNER BARS SAME 51ZE AND NUMBER AS HORIZ. BEAM OTHER SHAPES - A36/A 36M-0b, PLATES A36/A 5bM-08, BOLTS - A WI-14 TUBULAR - 6. ARCHITECT NOR ENGINEER ACCEPTS ANY RESPONSIBILITY FOR STRUCTURAL BEAMS, REINFORGIN6 AT EACH FADE, LAP 46 BAR DIAL MIN. ASTM A500/ASODM-13 GRADE B (46 K51) COLUMNS, AND FOOTINGS UNTIL REVIEW OF APPROVED TRUSS AND FLOOR SYSTEM 21. BOXES AT LUMINAIRE OUTLETS: BOXES USED AT LUMINAIRE OR LAMP HOLDERS IN A 8. PLACING DRAHIKC5 ON BAR LISTS SHALL CONFORM TO ACI'S "MANUAL OF STANDARD DRAWIN65, 516NED AND SEALED BY A FLORIDA REGISTERED ENGINEER I. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 4:D , CEILING SHALL BE DESIGNED Fo THE PURPO5E AND SHALL BE REQUIRED TO SUPPORT A E FOR DETAILING REINFORCED CONCRETE CONSTRUCTION A5 PUBLISHED BY THE G SHALL CONFORM TO THE WELDING SOCIETY "STRUCTURAL WELDED CONSTRUCTION 7 ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CLIPS, TOP AND F.B.C.PRAG2. 2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE 604.3, FB.C. LUMINAIRE WEI6HING A MIN. OF 23K6 (50 LB). NEC 31427A. CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. CONCRETE WELDING CO FIELD AND A.H.S.A5.1 OWELDIN6 CODE". ELECTRODES FOR FIELD AND SHOP HELPS SHALL BE BOTTOM EACH STUD. 3. 1215PO51TION OF RAIN WATER SHALL COMPLY WITH F.B.C. PLUMBING CODE CHAPTER 11. 22.FRovIDE ADEQUATE CLEARANCE FOR ELECTRICAL EQUIPMENT REQUIRING SERVICE WHILE 4. ALL PLUMBING PENHETRATIONS MUST BE A MINIMUM 10'-0" FROM ROOF JACK5. ENERGIZED SUCH AS SERVICE EQUIPMENT, PANEL BOARDS, DISCONNECTS ETC. AS PER NEC 11026 5. CONDENSATE DRAINS MUST BE A MINIMUM OF 12" OFF THE BUILDING. 6. SHOWER COMPARTMENTS AND WALL5 ABOVE BATH 71,85 WITH SHOWER HEADS SHALL 23.ALL 6FI SHALL BE INSTALLED IN READILY ACCE5516LE LOCATIONS PER NEC 210b. PROPOSED RESIDENCE FOR: BE FINISHED WITH A SMOOTH, NONA55ORBENT SURFACE TO A HEIGHT NOT LESS TIEN 70 IMIAES ABOVE THE DRAIN INLET. CODES USED: Id PI AFF ABOVE FINISHED FLOOR AHU AIR HANDLER UNIT B.F. BI FOLD B.P. BI PA55 BLK. BLOCK BILK BELOW BRO. BEARING BTU. BOTTOM 61-6. CEILING CIVIL CONCRETE MASONRY UNITS COL. COLUMN GONG. CONCRETE C5MT. CASEMENT DBL. DOUBLE VIA. DIAMETER D15P. 015POSAL DP DE516N PRESSURE DR. DOOR ON 015H WASHER E.E. EACH END ELEG. ELECTRICAL ELEV. ELEVATION E.S. EACH SIDE M.G. MEDICINE CABINET EXT. EXTERIOR M.R.H. WAN ROOF HEIGHT F.B.C. FLORIDA BUILDING CODE MT Mr7AL THRESHOLD F.R. FIRE RATED MAX. MAXIMUM FIR FRENCH DOOR MFR. MWA46TJRER FIN. FIN15HED MICRO. MIC+ROWAVE FL. FLOOR MIN. MINIMUM O.T. 61RDER TR MSS M.D. MASONRY OPENING GA. GAUGE MONO. MONOLITHIC, GALVANIZED MTL. M METAL 6FI GROUND FAULT INTERRUPT 6L. GLASS OVERHEAD ODOR 6WS GYPSUM WALLBOARD 0/0 ON CENTER GYP. BD. GYPSUM WALLBOARD P.L.F. POUNDS PER LINc'AR FOOT HOT. NE16HT P.5.F. POUNDS FER 50UARE FOOT HIPS. HOOPS P.5.1. POUNDS PER 5RU'ARE INCH HR HOUR P.T. PRE55URE TREATED H5 HORIZONTAL 5LIDIN5 PART'N. PARTITION HVHZ HIGH VE OCITY HURRICANE ZONE PKT. POCKET INS, INSULATION PLYWD. PLYWOOD INT. INTERIOR RO. ROUGH OPENING L6. LONE S.G. SOLID GORE LIN. LINEN 5.6D. SLIDING GLASS DOOR LT. LIGHT SF 5OUARE FOOT L.T. LAUNDRY TUB 5H SINGLE HUNG 5M5 SHEET METAL xREVS 5T. STIRRUP5 5TL. STEEL 5W SWITCH 5.W.O.T. SFEARWALL OVERTURNING FORGE TEMP. TEMPERED TB. THIROII6H BOLT T.O. THROUGH OUT T.OBB. TOP OF MASONRY BOND BEAM T.O.PL. TOP OF WOOD PLATE T.O.TB. TOP OF TIE BEAM TYR TYPICAL U.N.O. UNLESS NOTED OTHERWISE UL UNDERWRI7ER5 LABORATORIES V.IF. VERIFY IN FIELD WA. WEDGE ANCHORS W/ WITH WG WATER CL05ET NO. WOOD ELECTRICAL SYMBOLS LEGEND 220 V. RECEPTACLE TcLEV1510N .LACK ® FAN AT 12" A.F.F. 4 PREWIRED BOX Q� DUPLEX RECEPTACLE/ARC, RECEPTACLE QT QI HYAC TiERM05TA- BWOXTION FAULT INTERRUPT AT 12" AFF. DEDICA51 B SDEDICATEDINGLE SWITCHED Ob 1,V LIGHT NO/A AT BLEX�REGEPiAGLE AT60"OAFF. DUPLEX RECEPTACLE Yrl SINGLE REGEPTA.GLE SECURITYL16W z FLOU�yflly� LIGHT FIXTURE FIXTURE Ilc AT 6" ABV. COUNTER D DEDICATED UNDERLOUNTER KEYPAD Q� �I DUPLEX RECEPTACLE DUPLEX RECEPTACLE- ARC DOOR FLOURE5GENT LIGHT FIXTURE II GROUND FAULT INTERRUPT I FAULT INTERRUPT a 12" A.F.F. CHIME DUPLEX RECEPTACLE INCANDESCENIT LIGHT QDc AT W ABV. COUNTER 5RCNUNO FAULT INTERRUPT DUPLEX RECEPTACLE TOP REG. SWITCHED PUSH BOTTON FIXTURE GL6. MUTED. FIXTURE ARC, FAULT INTERRUPT INCANDESCENT L16HT Q� DUPLEX RE6EP7ACLE SWITCH ® TELEPHONE OUTLET FIXTURE WALL. MNTED. TOP REC. SWITCHED AT 12"AFF. SINGLE POLE HI HAT �I DUPLEX RECEPTACLE WATERPROOF �3 SWITCH TELEPHONE OUTLET ® GL6. MOUNTED GROUND FAULT INTERRUPT THREE WAY FLUSH IN FLOOR tic DUPLEX RECEPAICLE SWITDEDICATED FI ® DATA LINE ® HIHAT VAPOR PROOF UNDER COUNTER I 4 FOUR FOUR WAY QUADRUPLEX RECEPTACLE �7 5WITCH G.V. CENTRAL VAC" RECEPTACLE 0 REGE55ED EYEBALL ID DIMMER DUPLEX RECEPTACLE SWITCH 5ECUR17Y � CARBON MONOXIDE DETECTOR FLUSH IN FLOOR IK KEYED L16HT5 HUMAN � ICI ' ICI ICI ICI @ I�II�II�I I�C�IMINIM �II�II�I ST. LUCIE COUNTY, FL LOW VOLT. SMOKE DETECTOR ® SMOKE DETECTOR EXHAUST FAN p L EXHAUST FAN /LIGHT COMBO SPEAKER IN GL6. LV DOOR RELEASE VOLUME CONTROL SWITCH ❑ DIU{ONNEGT ME;:]BABREAKER T F-F,tL. METER o < 615G. ® LOW VOLTAGE TRAN5FORNIER PLAN / ELEVATION SYMBOLS LEGEND # DE7AIL SCALE # DETAIL owe SCALE # SECTION owe SCALE # SECTION owG. SCALE It INTERIOR ELEV. SCALE 1 4 owc. 2 INTERIOR ELEVATION 3 ODOOR LABEL LOAD SCHEDULE LOCATION LIVE DEAD TOTAL GROUND FLOOR 40 60 100 SECOND FLOOR 40 25 65 BALCONIES 60 25 65 ROOF 30 25 55 TOP CHORD 30 15 BOTTOM CHORD 0 10 BTM. C+IORD-ATTIC 10 O 0414<42W0 REM) WIND: ULTIMATE WIND SPEED = 165 mph. NOMINAL WIND SPEED = 128 mph. R15K CATAGORY = II BUILDING DESIGN AS ENCLOSED INTERNAL PRESSURE COEFFICIENT = +/- 0.15 EXP05URE CATE60RY = D MEAN ROOF HE16HT = 26-0' ROOF DEAD LOAD FOR WIND DES16N TAKEN AT 10 ps.f. NOTE: TH15 5TRUGTURE 15 DESIGNED IN ACCORDANCE WITH CHAPTER 16 OF THE FLORIDA BUILDING COVE AND ASCE 7-10. Q SHEARWALL LABEL 'IN000# MAX. Tom`' CONNECTOR TG-O LA13EL #� REVISION O WINDOW LABEL N NORTH ARROW G# COLUMN LABEL BREAKLINE 0 2a' �# FOOTING LABEL GRAPHIC SCALE SCALL, 1, 8" = 1'-0' \ _3 0'-0" FIN. FL. SLAB - FLORIOA BUILDING CODE 6TH EDITION (20T1) - FLORIDA BUILDING CODE - RESIDENTIAL 6TH EDITION (20T1) - FLORIDA FIRE PREVENTION CODE 6TH EDITION WITH WPA 101-2015 EDITION - NEC, 2014 - A5C.E: 7-10 DRAWING INDEX G-1 COVER SHEET A5-1 51TE PLAN A-1 FLOOR PLAN 1 d 2 A-2 ELEVATION15 A-3 SECTIONS E DETAILS 5-1 FOUNDATION PLAN 5-2 FRAMING PLAN d DETAILS^A�6� 5-3 GIN BRA6 PLAN t DETAILS BY E-I ELECTRICAL PLAN M-I MECHANICAL PLAN GROUT FILLED CELL SEE FOUNDATION PLAN POURED CONCRETE COLUMN BEAM HE16W CHANGE A5 NOTED HEIGHT II [E ARCHED OPENING SEEPLAN OR ELEV. I HOUR FIRE RATED HALL 1i-11 11-11 11 11 MA50NRY CON5TRXTION pllllllllllllllllllllllllllll N' revisions no. date drawn PAR checked PAR date 6/1411b scale 1/4' = 1'-0" (U.N.D) fob no. 17-003. HOM QUA QUANTUM ENGINEERING ASSOCIATES INC. S1rucluralEnginee ing& Cost Segregation 300 AVENUE OF CHAMPIONS SUITE 260 PALM BEACH GARDENS. FLORIDA 33 18 Shawn M. Stambaugh, PE FL. LIC. 61850 - CA 26210 mw 2 0 zf O�w v' Y ? m^ c Z)O m O Fi I- \a W 00 �o �z 33 ace -I��wu10 In aw W 0 C CL (f) W Q 0 W LL � 0 I- Z Z �J /r J0 CU L0CAW MOWU J J OWE J Z U) drawing COVER SHEET sheet C-1 II ......_.._. _ FLOOD ZONE INFORMATION PROPERTY LOCATED IN FLOOD ZONE: 111AE11 BA5E ELEVATION: -I.0 COMMUNITY PANEL NO.: 120255-0311-H 57REE7 AMPRE55: JE5EN BEACH, FLORIDA 34a5-7 2055 NETTLES BOULEVARD LEGAL DE50RIPTION: LOT 35, SECTION I, OUTDOOR RE5ORT5 OF AMERICA AT NETTLES ISLAND, ACCORDING TO THE PLAT THEREOF A5 RECORDED IN PLAT BOOK 16, PAOE5 I, IA THROUGH IJ, PUBLIC RECORD5 OF 5T. LUGIE COUNTY, FLORIDA. TOGETHER WITH ALL THE TENEMENT5, HEREDIMENT5 AND APPURTENANCES THERE TO BELONGING OR IN ANYWISE APPERTAINING, SUBJECT TO THE TERM5, CONDITIONS, AND LIMITATIONS A5 5ET FORTH IN THE DECLARATION OF CONDOMINIUM RECORDED IN 0. R. BOOK 156, PAGE 2-720, PUBLIC, RECORD5 OF 5T. LUGIE COUNTY, FLORIDA, AND ANY AMENDMENTS THERETO. I s'> 0 OS ,F 3s S, *o4?, &'-0" 5ETBAGK \ \ \ \ \ \ 10'-O'I5ETBAA 0 I I I I I I I I I I I I I I z C� 0 W co 0 00 C) O W revisions no. date drawn PAR checked PAR date 6114A6 scale W = r-0• (VAO) job no. 17-OM.HOM QUA QUANTUM ENGNJEERING ASBOCWTEB INC. Savclwal Eagiaeerrag & CaslSegregalroa 300 AVENUE OF CHAMPIONS SURE 260 PALM BEACH GARDENS, FL DA 3 18 1y,,,1y�TE =M Shawn M. Stambaugh, PE FL UC. 61850 - CA. 26210 -J O U)U L0 U) u.l w o V W -J Z U) drawing SITE PLAN sheet AS-1 revisions no. date Im 2ND FLOOR PLAN WAX: 114' = 1'-0' ii CL6: LAY 69 1 ST FLOOR PLAN SCALE : 114' a 1'-O' NOTE TO S.C. ALL 20 FLOOR EGRESS WINDOHS SHALL MEET HINDOH FALL PROTECTION AS REQUIRED BY FBC-R 201T4 6TH EDITION SECTION 512, SECTION 5122 METAL AhME- ATTACH TO TRUSS W/ SORE 6 AT 12" O.C. 1/2' eATTIC ACCESS SECTION At SCALE 14V = I -0' OR WOOD STUDS a 24' OX 0 FINISHED CEILING - 50 TYP. WALL SECTION CONT. 25 &AU6E METAL TRACKS TOP 4 BOTTOM 25 6AUSE CHANNEL SHAPED STUDS 24' O/C M FULL LENGTH LAYER OF In" TYPE GYPSUM WALLBOARD APPLIED VERTICALLY 4 ATTAGffD W/ 1' LONG WSLE FEAR 50REM TO EACH SIDE a 12' 0/C CONC. FLOOR 5LA5 TYPICAL INTERIOR PARTITION Al SCALE: 3/4' = 1'-O' ALL HINDONS AND DOORS ON THIS RESIDENCE SHALL BE IMPACT RE515TANT NOTE: EN6INEERED UNIT MA50NRY USED TO DE516N KALL5, BEAMS 4 COLUMNS INSTEAD OF PRESCRIPTIVE CODE NOTE: RATIONAL ANALYSIS WAS USED TO PM16N THE FOOTIN6 INSTEAD OF PRESCRIPTIVE CODE. ATTIC VENT CALCS - 2ND FLR CEILING AREA RATIO E 7VE0NTITALLATNEINGTFAREREA I 1,404.0 50 PT. 1/150 14,04 50 PT. OR USE MM' MIN OF 2' WIDE SOFFIT VENTING OR 115E VENTILATED ALUMIN SOFFIT THRU-OUT CALCULATIONS I57 FLOOR A/C 1016.0 S.F. 2ND n R A/C 1120D SF #9" TOTAL S.F. 2014.0 SF AMON SLAB STOR 150.0 S.F. PROW PORCH 36.0 S.F. GARAGE 'MO SF drawn checked date scale job no. PAR 6114176 17-003 . HOM QUA QUANTUM ENGINEERING ASSOCIATES INC. S#Vaural Engineering & C l&S gregaliO4 300 AVENUE OF CHAMPIONS SUITE 260 PALM BEACH GARDENS, FLORIDA 3 Ia Shawn M. Stambaugh, PE FL UC. 61660 — CA 26210 JO U)U Lf) U) W W C) J U O04 I- J OWH J Z U) drawing 1ST & 2ND FLOOR PLAN sheet A-1 04" TOTAL 5F. 2,M3 O SF revisions no. date 24'-0' T.OBB. - - - - (22'-0' MAX NrJ �m FLcw 12 4 - 17''-4' TOP OF BM -- -- -- -- -- -- - (e'-0`IS � 14 WIX 60'R.O. q'-4' TOP OF 2ND PLR Op - 52.16 - - - - - - - - - b55 - - - - - 16' DES PLR TIMi 6'-0' TOP OF BM V 0'-0' TOP OF FLOOR 0 - ("I NAVD) a MAIN FLR 4.10' NAVO. TD. SLAB - - - - - - - - - - - - - - - BLDR TO FIELD YMPY REAR ELEVATION SCALE: 1/4' = I'-O" 24'-0' T.OBB. --(22'-0' MAX NTJ FROM FLOOD n'-4"_TOP OF BM (B'-0° GL6J IU I� E 85 20'X 2T'RD. p op -Wr +4gB1 IS 20 26"X 52'R.O. 36'X 52'RO. +4q.81 +4q 1 9'-4' TOP OF 2ND FLR -- ------------------- - - - - - - - - - - - - - - - - - - - - - - - I6' DEEP FLR TRLSSE5 �} 6'-0" TOP OF BM 19 SDP -54D9 L� �# -1- 7 O 2 L O25'X 25' RO. 15 Ib 16 DF 511B1 36°X60'R0. 26'X 52'RD. L 26'X 52'RO. DP -52.1& DP -54.0q DP -66.71 +4655 +4981 �, +4987 O'-0" TOP OF FLOOR -0` NAVDJ I MAIN FLR -- -- -- - — - -- - - - h -0' NAVDJ -- -- _ -- -- -- -- _ -- -- -- -- 4.g5'NA.VD.To. %AH 8LOR TO FIELD VERIFY SMART VENT LEFT ELEVATION SCALE: 1/4' = I -0" 24'-0' T.OBB. (22'-0` MAX NTJ FROM FLED — - - - - - - - - - - - 24-0.OBB. (22' 12 - - - - - — - - -0• MAX HT) 1 FLOOD 17'-4' TOP OF BM -- - -- -- -- - -- -- — -- -- fb'-O" GL6J 4.76 16.4A E B5 15.4 15.4 O � O LO Epp -54DGI 'WxOO. " lO q'-4" TOP OF 2ND FLR _ _ 5W ram. a _ +4ghl DP -52..6 - �� 5,1?A -- -- -- 5t'xs2RO----- - -+46215— - 16' DV FLR TRIJ55L5 Dp -622& DP +4855 - - - - — - - - - +4655 B'-0' TOP OF BM + 41b2 :Ell m EJ 15.4 �o I I 12 13 WIX 52, RD. 26'X W RO. "X 60"RD. O'-0" TOP of FLOOR DP - 52.16 OP - 54.09 DP - 52.16 +4655 +4g61 +4655 (6'-0• NAVDJ a MAIN PLR -- -- -- -- -- -- -- -- -- 4A5' N.A.VD. T.O. SLAB BLDR TO FIELD VERIFY - - - - - - - - - - - 5MART VENT 1372,96 5.F. OF WALL AREA RIGHT 61DE = 13725 SP ALLOAM : 1023 5.F. USED 6' H RAISED SMOOTH GEMENTITIO.15 BAND 4" WIDE SMOOTH CEAEMTITIOUS TRIM BAND TR WX 52"R.O. DP -6065 5 + 46.10 4'-4°TOP OF 2ND FLR -- -- _ ----�4'X5280�__ -- -_ - - - - - - - - — Dp -6225 Ib'Da FLR TRU55E5 +41b2 6'-0' TOP OF BM ®® TEXnRRED 5TXW FIELD 4" WIDE SMOOTH HANG A/C FROM ®® ®®® CEMENTITIOUS TRIM BAND WALL PER DETAIL TYR 1/—RAISED SMOOTH sTUGCA BASE 4 m 0'-0` TOP OF FLOOR - W.0, NAVDJ MAIN FLR 4A5' NAVD. 74. SLAB - - - - - - - - BLOR ro FIELD VERIPY OSMART vENr O RIGHT ELEVATION 515ID 'R.D. FRONT ELEVATION ..- 55.12 SCALE : I/4' = I'-0' GENERAL CONTRACTOR SHALL VERIFY ALL + SCALE: 1/4" = V-O" +44N MASONRY OPENINGS BEFORE 6016TRUCTION WITH WINDOW MANW. 4 I' 5TANDIN6 MTL SEAM ROOFING 17'-4" TT OF BM (6'-0° GLeJ O drawn PAR checked PAR date 6/14176 scale 114' = r-O' AMOJ job no. 17-003. HOW QUA QUANTUM ENGINEERING ASSOCIATES INC. SP=taral Engineering & C"tSegregaiiw 300 AVENUE OF CHAMPIONS suI 280 PALM BEACH GARDENS. FlMR 33418 il Shawn M. Stambaugh, PE FL INC. 61850 — CA 26210 -� 0 UU LO U) W W C) U Ol.- l.-J 0 W I— J Z U) drawing ELEVATION sheet A-2 bN2," FILLED OPENIN65 <= V-O': CELLS SEE PLAN PROVIDE CO MIN. AND COLUMN BOND BEAMM COURSE SCHEDULE FOR V 1 W 1-45 MID. OR REINr. L. 6"X6" MIN. FORKED MASONRY J CONC. SILL W/ 245 MASONRY l OPENING MID. WALL. OPENINGS > b' O'I . ta. PROVIDE 6'X8' MIN. BREAK AWAY SIDE N BOND GOIIR�E OF MASONRY z W/ 2415 MID. OR COLUMN FOR f —� " — f�- 8"Xb' MIN. FORMED CONTINJOU5 POUR CONC. 51" W 2-#5 { MID. PROVIDE 6" MIN. 1• 46 MAX. L t J PROVIDE W* " F.A. PENETRATION FILLED CELLS W END ! TIED TO 1-45 VERT. DOHEL VERT. REINF. _: T _ W STD. AGI HOOK "7471-7 fi-' EA. END o 4'-0" FOUNDATION GR <' '' I 1 0/6 WHEN OPENING INTERMEDIATE i I EXCEM54-0' BEAM WIDE SILL REINF. AT MASONRY OPENINGS TYP. 5/4' ■ 1'-0' 2xb LANDING W 5/4" GI PLYWD. GLUED t NAIU MEMBERS AREI6'O/G M/ LANDING SECURED TO BLI WALL W/ 3" DRIVE PINS 12" O/ 2x4 P.T. SECURED TO ELK. WALL W 3" DRIVE PINS 0 12' 0/G DIRECTLY UNDER LANDING. A3eSTAIR DETAIL a GMU KALE 2x12 STRINT6M TYP DINS SECURED TO A POST W ONE 0') 14 6E M.STRAP W WL5. FILLED 4x4 POST SECURED TO SLAB STL. POST ANCHOR SHOT W DRIVE PINS TO SLAB AND NAILED TO POST. FILL ALL HOLES BREAK AWAY SIDE OF y MASONRY COLUMN FOR �. GONVN OUS POUR Lr SEE BEAM 501xUE FM REIWORGEMENr rl... -..I . T'.... n ...... FILL C40 LMN5 SOLID B XB' FILLED CELLS W/ PEA GRAVEL. CONCRETE SEE PLAN AND COLUMN SC JiWULE FOR REIN YP TYPICAL CHANGE IN IS A3 BOND BEAM HEIGHT } �' • 6'xl6° BOND lF I gem (PER SCHEDULE) PRECAST L;. LINTEL. FILL COLUMNS a' AND LINTEL SOLID �} IN/ GROUT t' 6"x6' FILLED VERT. CEELLS K// 1105 eTYPICAL DETAIL A3 LINTEL ON COLUMN 14 &A.5TL.STRAP SECURED TO SLAB W/ DRIVE PINS AND NAIL® TO BOTTOM OF STRINICER W Ibd NAILS ON EACH STRINGER. 2x4 P.T. SECLR® TO SLAB W/ 3' DRIVE PIN5. STAIR SECURED TO 2x4 W 16d NAILS FROM THE FIRST RISER TO THE 2x4. NOTE THAT 2x4 P.T. DOES NOT NEED TO 60 FROM 5TRIN6ER TO STRINGER. A3 STAIR DETAIL 14 6A I' M(L STRAP. ONE ON EACH STRIN6BN WITH THE EXCEPTION OF A STRINGER ON AN OPEN SIDE WHERE THE STRIN66R ENDS ON THE OUTSIDE EDGE OF A DECK IN ORDER TO OONTINIE A 2x12 FASCIA FOR THE RALS. EACH STRAP 15 NAILED TO THE END OF THE 5TRINISHt AND SECURED TO THE GEGK IN/ NAILS OR DRIVE PINS DEPENDING ON WC-ATER W00D OR CONCRETE. IN GASES 1 i STRAP OANOT BE SIM AFTER DRYWALL 15 HMG, THE STRAP WLL START FROM THE UNDERSIDE OF THE 5TRNSM A5 5HOW1. WHEN STRAP CAN BE SIN STARTING POINT WHEN STRAP CANNOT BE SEEN STARTING POINT TOP RISER 5HALL BE 5EGJRED TO DECK DEPMOIN6 ON CONDITIONS: 1) WOOD TRUSS OR LANDING W/ 5 16d NAILS 5TA66ERED 2) GONG. SLAB W/ 4 5' DRIVE PINS W/ 300 TAR PAPER EETWEEN GONG. i STAIR 3) IN GASES W@iE SLAB 15 TOO THIN TO HOLD DRIVE PINS PROPERLY, 114' TAPCAN5 HILL BE LEM INSTEAD a THE TOP RISER AND THE STRAP ATTACHING TO THE SLAB. @ STAIR DETAIL ALL EXTERIOR CEILINS MATERIAL TO BE HY-RIB LATHE AND 5TJCLGO FASTENERS AT 24' O.G., EITHER 1-5/4' MIN EMBEDMENT ROOFIN6 NAILS WITH I/6' SHANK AND 3/b" WA 25 OR STAPLES NTH I-5/4' MIN EMBEDMENT LE66 d IA6" (I6 6A'So EXT. PORCH CLG DIET. #1 HANDRAIL 50VTHERN Y. PINE #1 TYPICAL 1-1/16NI-i/16" PICKET SOUTHERN Y. PINE #1 SPACED TO REJECT t A 4'SPHERE m (Pb = 1750 ps0 TYPICAL tE #12x3" AD. S'REH5 TOP 4 BTM. TYP. Ix2 MIN. P.T. BUCK SET IN SEALANT AND NAILED W I-I/2"CASE HARDENED COI NAILS AT 12' 0/6. MAX. GONG. OR MASONRY r6:_,AULK1N& OARD RAME, FASTEN URE THRU BUCK PCON SCREHBMIN I-3/4" SEA ANT A FLA5HIN5 STUCCO FINISH HEAD DETAIL (WINDOW) U,, _..ZER FOR WALL MOUNT HANDRAIL DETAIL m , 5GRFJN5 TOP 6 Lr BTM. a 16' 0/C (ONLY APPLIES TO CONNECTION TO WD. FRAMING. DOES WOOD FRAMING NOT APPLY TO 5TAIR5 0 A3 GUARDRAIL DETAIL COVER ALL CONDITIONS CONCRETE LINTEL SEE BEAM .SCHEDULE — ALUMINUM FRAME, FASTEN TO STRUCTURE THRU BUCK W SAW TAPCON 5CRSS a 12'O/C. MIN. 1-1/41 EMBED PERIMETER SEALANT < FLASHING STUCCO FIN15H GONG. OR MASONRY Ix2 MIN. P.T. BUCK SET IN SEALANT AND NAILED WI-1/2" CASE HARDENED COIL NAILS AT 12" 0/0. MAX DRYWALL BOARD CA)LKIN6 JAMB DETAIL (WINDOW) x3" Hp.*7MT��Ty �1 CONNECTION TO WOOD STAIRS PT 2X2 MIN CONTIN BATTEN KC/Ib' X 1-1/4' EMBWMT TAPCON5 o 24' O.G. TOP RAIL 2x WOOD OR PVC, PICKETS SPACED TO REJECT A 4' DIA SPHERE L} NAILS 0.12 DIA. SHANK 3/6" DIA IL HEAD 1-1/2" LONG 0 6" O.G. (WHITE) QUAD PANEL ALUMNINYL VENTED SOFFIT J-CHANNEL 0,0155 THK ALUM W/T-NAIL o 12" O.G. TO CBS A I6 6A 1/4' 55 STAPLE W/1/8" MIN EMBEDMT a 24" O.G. TO PT 2X2 BATTEN. (MIN) SSOFNFITATTACHMENT DETAIL 1/4' THK x6"xIZ 5TL PLATE WELDED TO TOP LEFT AND TOP RIGHT SIDES OF 5TL ANGLE BOX SECURE W(2)5/6" DIA) WA a W O.G. INTO EACH PLATE. 4" MIN EMBED TYP. THRU-OUT _ 1/4" THK x2"x2" 5TL ANGLE e = = HELPED INTO BOX SHAPE -- - -- I ADD DIAGONALS - I EACH SIDE _ PAINT ALL SURFACES FOR REST Z - PREVENTION 1/4" THK STL CENTER RIB 1/4' THK 5TL BASE BOLTED TO WALL WSW DIA) WA. 12" O.G. 0 MIN) 51ZE OF BASE TO BE DETERMINED BY 6L. A/C SUPPORT DETAIL G L BOTTOM RAIL ALUMINUM FRAME SECURE FRAME TO SILL WITH 51LICONE ,,---CAULKIN6 .. -.fl Oo.Qo... Q 10. . 0a .000 TG PRECAST OR POURED SILL PERIMETER CAULKING SILL DETAIL (WINDOW) aGUARDRAIL DETAIL - TYP NOTE: R1023.1 MATERIALS. ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM G 36, G 741, G 4-5, G 514, G b30, G 101, C 960, G 1002, G 104-1, G 11T1, G 1178, G 1716, C IM95 OR G 1396 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROV15IONS OF THIS SECTION. ADHESIVES FOR THE INSTALLATION OF 6YPSUH BOARD SHALL CONFORM TO ASTM G 551. NOTE, 9702.4.1 GENERAL. CERAMIC TILE SURFACES SHALL BE INSTALLED IN ACCORDANCE WITH ANSI A106.1, A106A A1065, A106h, A106.11, A116.1, AII63, A136.1 AND A137.1. R702.4.2 CEMENT, FIBER -CLEMENT AND CLASS MAT GYPSUM BACKERS. CEMENT, FIBER -CLEMENT OR 6LA SS MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM G 1286, C 1525 OR G IITb AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' REWMM OVA71ONS 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. GONG. OR MA50WY DRYWALL BOARD 2x4 P.T. BUCK SET IN SEALANT AND 5ECURED W/ 34/4" x 1/4" (MIN) D. o TAPGONS AT 8" G/G. DOOR TRIM DOOR FRAME FASTEN TO BUCK W/ (2) A6 6ALV. x 2" SCREWS a 2'-O" O/G DOOR TRIM PER CAULKING STUCCO FINISH HEAD/JAMB DETAIL (DOOR) DOOR THRESHOLD SET IN BED OF CAULK i FASTENED TO SILL W#6 x 1 1/2' SCREWS a 16" O/C PERIMETER CAULKING 1-- FLOOR COVERING 0 o b� O 'O '. °. GONG. FLOOR SLAB PERIMETER CAULKIN6 CONCRETE 5LAH SILL DETAIL (DOOR) �--MIN .•., NOTE: ALL WALL AND CEILING FIN15HM SHALL HAVE A FLAME SPREAD GLA551FIGATION OF NOT GREATER THEN 200 A5 PER FW R 2017 6TH EDITION NOTE: INSULATION MATERIALS, INCLUDINS FACIN65, SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING ASSEMBLIES, ROOF-LEILIN6 ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHAD. HAVE A FL A -e SPREAD INDEX NOT TO EXCEED 200 WITH AN ACCOMPANYING DE 5MOKE-VELOPED INDEX NOT TO EXCEED 00 WHEN TESTED IN ACCORDANCE WITH ASTM E 84. NOTE: EXPOSED ATTIC INSULATION. ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN C?.12 WATT PER SQUARE CENTIMETER EXPOSED FOAM PLASTIC INSULATION MATERIALS EW05M ON THE LMDERSIDE OF THE ROOF DEOK OR ON THE ATTIC WALLS SHALL COMPLY WITH SECTION! R516 5=�� • . I I i •11' g , _ sm SEE ELEV FLOOD SURVEY FOR ELEVJ PROPERTY LINE ON ZERO 1 I SIDE OF HOUSE I STUCCO STOP AS REQUIRED I BY LOCAL BLD6 DEPARTMT 1 AND PER F.B.C. 2017 6TH EDIT. 6RADE eWALL SECTION A3 SCALE: 3/4' a 1'-0' 4_0�7m revisions no. date drawn PAR checked PAR date 6/14A0 scale 114' = P-ON N.N.OJ job no. N-003 . HOM QUA QUANTUM ENGINEERING ASSOCIATES INC. SIwAmIEw.e mg & Ca lSegregalioa 300 AVENUE OF CHAMPIONS SUITE 260 PALM GEAOi GARDENS. FLORIDA 33 18 W W W.OEAS40CIATE9.COM Shawn M. Stambaugh, PE FL LTC. 61a50 — CA 26210 �O �I U U Ln U) W co C) W J U OJ Z U) drawing SECTIONS & DETAILS sheet A-3 0 M. BEDRM (II) ® TEL (Ii) rA �ir� OFFICE � _J CATV [ TEL ® II I — REF KITCHEN MIR I ¢ 6FI I I DW qF I I 1 LLB 6FI A+ TEL — — — — — — — — — — I I I I I I DINING � I I I I I l FAMILY RM \\ I \ I \\ I \ I \ I � I \ I CATV 2ND FLOOR ELECTRICAL PLAN SCALE : 1/4' = 1'-0' ELECTRICAL SYMBOLS DUPLEX RECEPTICAL 5NITCH TELEVISION JACK ® SMOKE AT 12" A.F.F. 51N6LE POLE 4 PREHIRED DETECTOR DUPLEX RECEPTICAL AT BASE DUPLEX RECEPTICAL AT 6" ABV. COUNTER O DUPLEX RECEPTICAL FLUSH IN FLOOR DUPLEX RECEPTICAL 6Fi 6ROUNO FAULT _EX RECEPTICAL RUC. SNITCHED SNITCH 9 THREE HAY PSNITCH 4 FOUR NAY SNITCH R RHIOSTAT 5NITCH DIMMER 5HITCH K KEYED .EX RECEPTICAL SECURITY ERPROOF I KEYPAD _EX RECEPTICAL JUNCTION iR COUNTER ❑`� BOX 1 ST FLOOR ELECTRICAL PLAN SCALE : 1/4" = 1'-0' 220 V. RECEPTICAL SNITCH AT 12' A.F.F. 015CONNECT p PADDLE FAN OHVAC THERM05TAT H/ OR NO/ L16HT INTERCOM AT 60" A.F.F. FLOURE56ENT L16HT FIXTURE ® TELEPHONE OUTLET INCONDESCENTLI6HT AT 12' A.F.F. FIXTURE CL6. MNTED. TELEPHONE OUTLET INCONDESCENTLI6HT FLUSH IN FLOOR FIXTURE HALL. WED. ®SPEAKER IN CL6. ® HI HAT CL6. MOUNTED SECURITY HI HAT LICHT5 VAPOR PROOF FP4L. METER El d DISC. BREAKER PANEL EXHAUST FAN FL EXHAUST FAN DA LV DOOR `I' RELEASE (1 VOLUHE r CONTROL W SETS OF 0) M2/0 A 15. THNN IN 1-112' CONDUIT 41-917 OF 0) #2/0 AN6. T" IN I-I/2' GOWUIT METERfZ0 4" PANEL O 200 A CU. 6VD. HIRE TO GOLD HATER PIPE AND6'6DX 10'GU 5UPPLEh1FFITAL 6RdRd� ROD TO ONE REINFORGEIN6 BAR IN FOIMDATION 20'-0' LONG MIN. ELECTRICAL RISER DIAGRAM 200 -AMP PANEL W IOM GALL. BWR WIRE 51ZE DESCRIPTION M M DESCRIPTION 51ZE HIRE 5RKR GALL. 100% 10,000 .......... A -( ......... R M6 .... AHU MI 12 3 4 CUMM6 ........... R ......... 2) A .......... A - .......... 5,000 2 ......... R 010 .... DRYER .. I ...... .. . 5 7 q II 6 . 6 10 RANGE ........... MINI REF M6 .... MI2 R ......... R 0-(2) 20-0U 12,OOC .......... 1,500 - - - - 2,700 20-2 R MI2 DISHWASHER DISPOSAL F121 WASHER MI2 R 20-(1) 1,500 - -1 1,500 20-(I R MI2 REFR16. 1314 MICROWAVE M12 R 20{I) 1,500 - - 1,500 20-(1) R 012 APPLIANCE 1516 WP 6FI MI2 R 20{I) 1,500 - - 1,500 20-(I) R MI2 APPLIANCE 1,118, WP 6F1 MI2 R 0-(I) 11500 - B 462 15-0) R 014 DININS RM 19 2C KITCHEN LTG. MI4 R 15-0U 462 B B 462 15-(1) R M14 gWNr7 RM 2122 SMOKE PET. MI2 R 0-00 400 - B 462 15-0) R M14 LIVING RM 2324 M BATH MI4 R 15-0U 462 B B 462 541) 1 R 0I4 LIVING RM 25 BEDROOM M14 R 15-0U 462 B B 462 15-0) R MI4 HALL LITEi BROOM MI4 R 15-0U 462 B - 1500 20-(I) R M12 IL. / ALARM 2q BEDROOM MI4 R 15-(I) 462 B B 462 15{I) R MI4 M B®RM 31 3 FI DOOS. 0I4 R 15-0U 462 B B 462 15-0U R MI4 M B®RM 55 BEDROOM 0I4 R 15-0U 462 B . ... 6500 40-( R M$ WATER HEAT7� OFFICE MI4 R 15-0) 462 B 3 SPACE L - . ... 5,000 { R MIO DED MOT TUB 41 SPACE - SPACE - l0 26/I54 A.I.C. RATING 10,000 25 - TOTAL ALL PANELS 52,050 Ist 10,000 at 100% 104W_ REMAINDER AT 40% 16,612 A/C LOAD AT 65% b,500 TOTAL = 53,312 / 240 = WhO AMPS �6ENERAL CONTRACTOR TO COORDINATE FINAL METER I LOCATION AND AX POSITION WITH CLIENT/ELbGTRICIAN BEFORE LNSTALLATION ram.-------� ALL BEDROOMS M)5T HAVE ARG FAULT INTERRUPTION ram.-------� 61D AL CO R FINAL HVAC LAYOUT NTH TRUSS COMPANY BEFORE TRU55E5 ARE BUILT. L---------I METER LOCATION BY &L. ELECTRICAL NOTES: A HEAT STRIP LOAD 60VERN5 OVER CONDENSOR UNIT LOAD. B. 6ENERAL L16HTIN6 CALGIAATEO a 2AI4 (SO.PT) x 3 IIAATT5 SOOT) - 6,g42/ 15 (6I5L1T6.GIR) = 462h NAT75/E,A) G. CONDUIT SIZE. D. SEE SUB -PANEL CALCULATIONS. R 6RANGH CIRCUITS RUN IN ROMEK DISCONNECT CALwL.ATION51 PANEL 'A' TOTAL (NO A/C) = 52p30 let. 10,000 a 100% = IO,OoO REMAIN a 40M a 16,612 A/C LOAD a 65% = 6500 TOTAL 'A' 2 35,,512 / 240 = 136.60 AMPS NOTE TO 6ENERAL CONTRACTOR: ALL ELECTRICAL TO BE FIELD VERIFIED BEFORE INSTALLATION A.I.C. CALCULATIONS (2 x 40 x 26)g4M$000 x 240) = 1.75 0+1.75=.36 .36 x 26,1114 = g525.Oq A.I.G. OF SERVICE = g525.Oq A.I.G. RATING OF PANEL = 10,000 revisions no. date drawn PAR checked PAR date 6/14n6 scale 1/4' = I'-0' (VAO) job no. 17-003. HOM QUA QUANTUM ENGINEERING ASSOCIATES INC. Shucnval Engin..g & CwtSegregalfan 300 AVENUE OF CHAMPIONS SUITE 260 PALM BEACH GARDENS, FLORIDA 3 18 W W W M.�,.TE9.GOM Shawn M. Stambaugh, PE FL UC. 61850 - C.A. 26210 O U)U LO (n W C:) J W OJ Z U) drawing 1 ST & 2ND FLOOR ELECTRICAL PLAN sheet E-1 revisions no. date O O JI91= M. BEDRM ":"� TEL OFFICE TEL KITCHEN F-- -- — — I I I I I I DININIG ,1 ( I I I FAMILY RM � I � I � I � I � I � I CAN TEL CHIN 2ND FLOOR MECHANICAL PLAN f5.(.ALE � 1/4' = P-0' E LOCATION BY 6.0. 4ARTVENT 1ST FLOOR MECHANICAL PLAN 50ALE : 1/4' = V-0' drawn PAR checked PAR date 6174176 scale 114' = P-O' N.NOJ job no. 17-003 . HOM QUA QUANTUM ENGINEERING ASSOCIATES INC. .1i/LL'lf(rv//F./lBIA¢C11A8 & ow sq"g u. 300 AVENUE OF CHAMPIONS SURE 28O PALM BEACH GARDENS. FLORIDA 3 18 Shawn M. Stambaugh, PE FL UC. 61850 - C.A. 26210 a0 �U rncnW oWU N�_ J 0W�- J Z (n drawing 1ST & 2ND FLOOR MECHANICAL PLAN% sheet M-1 revisions no. date 1#5 GONT. TOP I BTM. :DID WIRE MESH CONC. SLAB COMPACTED FILL MASONRY WALL y VER . REINFORGEhENT PER PLAN 6ROlrALL n ; I.. CELLS SOLID BELOW SLAB Q TRANSVERSE BARS ONLY AS READ. SEE SGHEDUL.E SEE FOOTING SGHE 1,LE 5E� EDGE BARS ALWAYS RE41M SPACE OTHERS EQUALLY F1 CONT. ISOLATED SPREAD a5 DIA REBAR 0 46' O/L VERT. , BARS ONLY AS READ. SEE E4.—I—EO•� GONT.REBAR SEE FOOTNS SCHEDULE c�$G� EMSE BAD ALWAYS REMAAN. SPACE OTHERS EQUALLY F2 CONT. ISOLATED SPREAD MASONRY WALL MATCHING DONELS 46 BAR DIA MIN "TV. HOOKS 4' CON,. SLAB _ 145 CONT. 3' MIN. CLR. I J I K 'r VLK7 BARS ONLY �. REQD. SEE ! ' SEE FOORN6 EELMYS E i� ri p REMI BARS ALWAYS RL�11AN. SPADE OTHERS EQUALLY F3 CONT, ISOLATED SPREAD 05 DIA REBAR 0 46" 0/0 VERT. . ram•; WGYLr6i • BARS ON.Y AS a. .SEE SSW F00TINe SGf*ULE SGFED. EWE BARS ALJ+WYS REHM SPADE OTERS EQUALLY F4 CONT. ISOLATED SPREAD ILI Ell - -11? '' bo. L EQ. L Sg FOOTN5 socaLP 5GHED. EDGE BARS ALMY5 REMAN SPACE OTHERS EWALLY F5 CONT. ISOLATED SPREAD MASONRY COLUMN MATCHING DONELS 46 BAR DIA. MIN. W15TD. HOOKS PAD ROAR SEE FOOTNS SCHEDULE WISE BARS ALWAYS REMAIN SPACE OTHERS EQUALLY FG ISOLATED PAD 1 m3 NOSING TYPICAL M4 BARS 0 46' O/C 91� 0° 'r I ; FOOTING I F2 SEE SC HEPULE F7 TYP. CONC. STAIR DETAIL 0 SEE PLAN FOR BAR SIZE AND 5PAGING OF 3000 PSI 6R.OVT FILLED CELL. PROVIDE GLEANOUT AT BOTTOM TO ENSURE PROPER FILL. ADD VEEP HOLES AT Ira AND 2/3 OF SPAN HOOK REINF. BAR 12' AT TOP AND BOTTOM 6' x 6' x Ib' CONCRETE MA50NRY UNITS W/ TYPE 'M' MORTAR 4 CONCRETE SLAB W/ 6x6 *10/10 WELDED WIRE ME5H ON GLEAN COMPACTED FILL LT/% :3=L�3I 3 TYP. GROUT FILLED MASONRY CELL DETAIL d b a MESH .�._ _.. 145 CONT. 3' MIN. COVER 10" 34 THICKENED EDGE #1 COLUMN SCHEDULE MARK SIZE TYPE DESCRIPTION DXD GONG. &K. W/1 FULLY 6ROVW CLLL WI-* VERT. EA. CELL C-1 BLOCK 0 6'-0' O/G MAX. OR AS LOGATW ON PLANS bxlb 2 BLOCK GONG. BLOCK W/2 FULLY SPORTED CELLS M45 VERT. IA CELL 6x12 RINKER 732q OR EQUAL G 3 EC BLOCK GONG. O' ELK. FULLY 6ROUTFD K'245 VERT 6x16 C-4 BLOCK CONC. BLOCK W/2 FULLY 61ROUTED CELLS W/1•-*7 VERT. EA CELL FOOTING SCHEDULE DETAIL MARK SIZE (WxD) REINFORGIW DESCRIPTION NO. W/3 #5 CONTIN. Q TOP, 2 BOT) EXTERIOR STEM WALL F-I 16" x 12' x GOWN W/#4 TRANSVERSE BAR5 0 46" O.G. THO STORY FI W/315 CONTIN. (I TOP, 2 BOT) EXTERIOR STEM WALL F-2 21" x 12" x CONTIN W/44 TRANSVERSE BARS a 46" OL. TWO STORY F2 W/3 R5 CONTIN. 0 TOP, 2 BOT) INTERIOR STEM WALL F-3 21" x I2' x CONTIN W/K4 TRANSVERSE BARS 0 4&' OL. 0 STY F3 140 M5 CONTIN. (I TOP, 2 DOT) F-4 21' x 12" x GONTN W1*4 TRANSVERSE BAR5 0 46" OL. INTERIOR MONOLITHIC F4 #5 GONTIN. (I TOP, 2 BOT) EXTERIOR STEM WALL F 5 21' x 12" x CONTINW!3 W1#4 TRANSVERSE BAR5 0 46" OL. T40 STORY P5 F-6 50. x 50. x 124 VI/3 A5 DIA REBAR EACH WAY BOT. 150LATD PAD F6 [;-TIIO' THICKENED EDGE x DROP x CONT W " CONT AT DROP 34 21'-q" k G \ \ I \ \ I \ \ \ \ _1 in I \— p1 I \ \ 0 F2 \\\ \\ I \ n I \ , I \ � G2 � I TYPICAL: I 4" THICK 2500 P51 MIN. POURED CONCRETE SLAB OVER bxbxlOAO K.H.M. n I OVER APPROVED VAPOR BARRIER AND WELL COMPACTED (TO q5 %) GLEAN OI 0 AND TERMITE TREATED SAND FILL. F2 I cc) G2 I I in I 1-3 TE-1 I Q G2 - OL N 4'CON, 5LA8 71/1 O FIN FLR I Q I SEE ELEV. b (01-O') O D �y PLUMBING FIXT I;T-5HOM FOR TF-I Q I F2 REFERENCE ONLY I I Oil M ALL FILLED a ILLS DONN TO m `1 L---- I TYP. I ]SPL IRS FIXTURES L O — in YI 6'-3' 4'-4' r o �? L J F4 =t===, --- G2 Y v I I I\ PT 2X12 FILLED CELL \ / BELCH 1. I I I I WINDOW SILL ..... I \ ~ PT 2AE, 's 0 16. O.G. 0 4 F'4 I "(6L. 0 FIELD VERIFY I) F I I 0 ry I© I I I \ BLOCK FLOOR/ I n 0 G2 0 _I MMKI W/2�112 © I I I 4' THK NG ON GRADE � I I SIN. I IN51DE F 5 FOUNDATION I II I \ IN) ii I G2 © I I LL— — \— - -- �� I o r 97 5 02 I I 2'-10' 3' q' m 4 v F3 2, INS �LIISWLY �HAI I D n iINDICATE W/ G4 © — - — y 3 \ / I O G. MAX DOWN TO F' I I FTe.TYP 4 1001001 I I � o I K\ I I Ila LJ Fro 12 0 n F7 SIV. (SMART VD T) OPEN 1V G4 intV 00 — 0 6BJCfiAL CONTRACTOR TO 21' q" MAXIMIZE AND FIELD VERIFY ALL FINAL STEP FEIISHT5 , ISRADE AND FINISHED FLOOR HEIGHTS TO MEET CODE BEFORE POURING CONCRETE. NOTE TO BUILDER: ALL MA50NRY RETAINING WALLS SHALL BE GROUTED SOLID BELOW SLAB LEVEL NOTE TO BUIrTOR5: BUILDER SHALL COMPLY WITH FBG SECTION R404.11 FOR STEM WALL CONSTRUCTION rVE CALCULATIONS BELOW FLOODS.F. NEED TO BE VENTED NT5 C0VER5 400 5.F. ALLOWED rSETBACKS WERE PRE ROVED THROUGH T�E 5T. LUCIE NTY ZONING DEPARTMENT SMART VENT HYDRO VENT. (200 S.F. PEW PER 522.22 FBG-R 2011 6TH ED.. SEE FLOOR PLAN FOR SQUARE FT. GALL. OF GARAGE. G.G. TO FIELD VERIFY ALL FINAL RISER HEIG4T5 WITH FINAL GRADE DOWN TO PAVERS BEFORE CONSTRUCTION NOTE TO BUILDER: VERIFY ALL DIMENSIONS AND ANGLE5 SHOWN WITH SITE SURVEY INFORMATION BEFORE CONSTRUCTION NOTE: WEATHERIN6 AREA PER TABLE 501211) WEATHERING: NESLISIBLE TERMITE: VERY HEAVEY NOTE TO BUILDER: MASON: EXACT MASONRY OPENING SIZES ARE TO BE OBTAINED FROM BUILDER BEFORE CONSTRUCTION DUE TO VARYINS MANLIFACTRER M.O.'s. SEE FLOOR PLAN FOR WINDOW FLALEMENT AND LABELIN6. GL. TO VERIFY ALL FOUNDATION DIMENSIONS AND FINISH FLOOR HEIGHT NT14 SURVEY INFO BEFORE CONSTRUCTION SLAB: POURED CONCRETE 5LA6 OVER (SEE SLAB SPECS) OVER APPROVED VAPOR BARRIER AND HELL COMPACTED (TO q5 %) GLEAN AND TERMITE TREATED SAND FILL. NOTE: 6L. TO VERIFY ELEVATIONS WITH SURVEY AND ADJUST AC40RDIN5LY IF NECESSARY BEFORE CONSTRULTION. DO NOT EXCEED MAX BUILDING HT. ALLOWED BY LOCAL CODES. drawn PAR checked PAR date 6/14/I6 scale 1/4N a P-O' (U.NO) job no. 17-003. HOM QUA WIANTUM ENGINEERING ASSOCIATES INC. Awcf aJ6ngi enng & Cart Segregation 300 AVENUE OF CHAMPIONS SUITE 260 PAW BEACH GARDENS, FLORIDA 33418 W nc.nmv'i.TE M Shawn M. Stambaugh, PE FL LTC. 61850 — CA 26210 JO �U Lo Cq W N J � M0 p W F- W J Z U) drawing FOUNDATION PLAN sheet S-1 SAFE LATERAL LOADS FOR 8" PRECAST 4 PRESTRESSED U-LINTEL5 5AFI; UPLIFT LOADS FOR &" PRECAST 8 PRESTRESSED U-LINTELS 2xe BRACE a V-O" OX WV (10) I6d NAILS, EA. END FLOOR SHEATHING (5EE PLAN) i i i i 77 2xb P.T. BLOCKING 4 V-O" 0/G NOTCH 4 FASTEN EACH END TO M55 V4/ 3-I0d NAILS USP HFiAMIOKT CLIP W/ (4) 1/4" x2" LONG TAPCOWTITEN5 TO BEAM 4 (4) 1/4"XI-1/2" SCREWS TO BLOCKING CONC. MASONRY zl BOND BEAM (SEE PLAN) CAPACITY: 398 PIP LATERAL a 1.33 eCONNECTION S2 DETAIL 23/32" FLOOR SHEATHING PER DIAPHRAGM SCHEDULE L 8 5/6' NE06E ANCHORS a 12" O/G STAGGERED EMBED 4" MIN. 2x12 WOOD JOISTS IrI AT 24" C/C O ff r _ DEL. 2x12 P.T. WOOD LEDGER U5P THD526 • O" '-O" WOW IOd NAILS TO LEDGER AND (12) IOd SECTION NAILS TO JOIST VIEW ALUM. POUR STOP FILL ALL COURSES DOWN TO LEDGER HANGER MAY BE 5KENED OR HAVE 5LOPE12 SEAT. s2 CONNECTION DETAIL ROOF FRAMING PLAN SCALE : ':/4' = 1'-0' 9/32" ROOF PLYWOOD. NAIL PER DIAPHRAGM SCHEDULE SEE TRV55 CONNECTOR SCHEDULE SELECT CONNECTOR SHOWN ON BRACING PLANS INSTALL PER. MFR. SPECIFICATIONS SEE PLAN T.O. WALL�r CONC. TIE -BEAM OR BOND BEAM e'CMIWALL CONNECTION DETAIL (2) 2x4 P.T. BLOCKING BM)M TRU5SE5 4 ANCHORED TO TOP OF LEDGER WITH I6d NAILS o e' O/C 1,5P "HTA20' EMBED STRAP at 4'-O" olc W (10) Iod x 1-1/2' LO. NAIL 5H64THIN6 TO TRU55 AND BLOCKING PER DIAPHRAGM SCHEDULE HOLD V EATHIH6114' BACK OFF MASONRY 14' ' I'-0" FLOOR TRU55 mr (2)2x12 P.T. CONTIN)OUS —' ATTACH TO MASONRY Slew DIA. P ED6E ANCHORS & 12" O/C MAX. TYP. W/ 4" MIN. EMBED. l m==� ] CONNECTION DETAIL ELEV. (V ROW OF Iod NAILS at 6' olc INTO 2x6 PT LEDGER x CONT. w/(2) ROW OF 0.145" DIA. PA.F.9 at 16' olc (1-VV EMBEW), 5TA66. USP wHTA 20' EMBED STRAP at 4'-0" o/c N/ (10) Od x I-V2" L.6. INTO 2xbxb'-0' LONG SP FLAT BLOCKIN5 INSTALL Iod x 1-1/2' at 6' a/c INTO 2x6 FLAT BLKG • IN FLOOR TRUSSES CONC. TIE -BEAM OR DOUBLE MASONRY BOND BEAM REQUIRED PER SCHEDULE SECTION ELEV. 2 CONNECTION DETAIL FASTEN TO MASONRY WVY4" x 24/4 1.6. TITENS 4 TO CONCRETE W/Y4" x 2-4' 1-6. TITEN5 SIMPSON FA5TENER5 LOADS (LES) MODEL NO. MASONRY HEADER J015T _ALLOWABLE UPLIFT 0"36) MASONRY 000%) hU210 647TEN5 4-10dxl4' 575 2400 hV24-2 14-TITEN5 6-10d 1005 4350 hV21(5-2 1e-TITEN5 10-I0d 1610 50M 4410 le-TITENS 10-IOd LO 50e5 HU210-3 14-TITE76 6 1d 1135 3600 5Fi.rGT HANGER BA5FD ON IMMIR37 512E 4 TR W MFK LOADS. s24 NOTIFY BN6R. IF IOAD5 EXCEED CAPACITIFM 5HOV84 CONNECTION DETAIL TIE -BEAM SCHEDULE REINFORCING $3 HOOPS TOP MID BTM MARK 51ZE OR STIRRUPS REMARKS TYPICAL MA50WY BOND BEAM CONT. UNLE55 NOTED OTHERWISE 50-1 6x16 AS - - NOW READ. (2) CaR5E5 FILLED GASTCRM H16H STRENGTH LINTEL L-1 6XI6 1#5 - Ix5 NONE REOD. (2) COURSES FILLED CAS7CRE7E HIGH STRENGTH LINTEL L-2 ex24 AS - 1+15 NONE REOD. 0) COURSES FILLED GA5TCRETE HIGH STRENGTH LINTEL L-5 6x30 Ix5 - I#'5 NONE READ. ALL COURSES FILLED GASTCRETE HIGH STRENGTH LINTEL L 4 ex32 I>RS - Iq5 NONE REQR (4) COURSES FILLED CA67CRETE HIGH STRENGTH LINTEL L 5 IMS - 1#3 NONE READ. 5 FILL ALL GOUR5EED TE GASTCREHIGH 57RTH EN6LINTEL L-61#°5 LON12 - 103 NONE REQD. ALL G0UR5EED 5 FILL CASTCRETE HIGH STRENGTH LINTEL L-71#3 - 145 NONE REQD. ALL CGY.N25E5 FILLED FLOOR FRAMING PLAN SCALE: 1/4" = I'-0" SAFE LOAD PLF LENGTH TYPEBUB 8F8 W. 2'-10'(341 PRECAST 1293 1642 2135 S-6' (421 PRECAST 1025 1024 1830 4'-0' (481 PRECAST 765 763 1365 4'-6- (541 PRECAST 592 591 1057 5'-4' (641 PRECAST 411 411 734 5'-10-(701 PRECAST 340 339 607 6'-6' (781 PRECAST 507 721 483 7'-6' (901 PRECAST 424 534 357 9'-4' (1121 PRECAST 326 512 227 10'-6'(1261 PRECAST 284 401 178 ll'-4'(1361 PRECAST 260 452 152 12'-0'(1441 PRECAST 244 402 135 13'-4'(1601 PRECAST 217 324 109 14'-0-(1681 PRECAST 205 293 98 14'-8"(1761 PRESTRESSED N.R. 284 89 15'-4'(1841 PRESTRESSED N.R. 259 82 17'-4'(2081 PRESTRESSED N.R. 194 63 19'-4'(2321 PRESTRESSED N.R. 148 51 21'-4'(2561 PRESTRESSED N.R. 125 42 22'-O' (264� PRESTRESSED N.R. 39 24'-0*(2881 PRESTRESSEDN.R. F11 33 4�gf9111 SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH BFII-IT 81`12-IT 8F15-Ir 8F20-IT 8F24-tT WA -IT "-IT 6FB-2r BF12-Zr 8n6-2r wm-2r eF24-2T 8F28-2F BF32-2T 2'-10"(34� PRECAST 1972 3173 446D 5747 70M $321 98W 1072 3173 4480 5747 7034 8321 96M 3'-6� (42' PRECAST 1560 2524 3547 450 5591 6613 76M 1509 2524 3547 4569 5Wl 5613 7&M 4'-0- (48' PRECAST 1363 2192 3079 3988 4853 5740 6627 1363 2192 3079 398E 4853 5740 6627 4'-6- (54' PRECAST 1207 1940 2724 J5W 4202 5077 5WI 1207 1940 2724 DSOs 4292 WT7 5861 5'-4' (64' PRECAST 1016 1632 2290 2&0 3607 4265 4024 1016 1832 2290 2940 3807 4263 4024 5'-10 (70' PRECAST 909 1402 2093 2684 3295 307 4408 929 1492 20W 2594 3295 3897 4498 6'-6- (78' PRECAST &35(121 1340 1880 2419 2959 3498 4038 835 1340 1860 2419 2950 3498 4038 T-6' (907 PRECAST 727 23 1021 1 12 2111 257110 t9 35W 9 727 Ilse 1834 2102 2571 3W9 3500 9'-4- (112' PRECAST 501[373 It 15 147 IS 181115 2116 240415 591 1326 1705 2084 2463 2542 10'-6'(1261 PRECAST Wo91415 It t 145815 17915 200 15 530 1183 1526 1865 2214 2544 ll'-4'(1361 PRECAST 474 79815 1 15 127215 151 15 174015 494 102E 1422 1738 2053 2369 17-O'(144� PRECAST 470 972314 93614 115115 t 15 158215 470 928 1349 1649 I 2247 13'-4' (160� PRECAST 418 15 8DB14 783 14 962 14 114114 132114 428 1 455 770 1145 1 1444 1718 1993 14'-O'(168' PRECAST 38415 30 55914 723 14 887 14 105914 i21 14 410 42D 709 1050 1434 8 1094 8 1954 14'-8' (1761 PRESTRESSED 519 13 671 1 82.1 t "(4 "2" 246 390 655 955 1324 9 lUX11 187 11 15'-4'(184' PRESTRESSED 224 302 485 13 W(13 787 1 909 13 105413 230 364 W9 897 1224 8 1562(14. t801 14 17'-4'(208' PRESTRESSED 187 192 255 303 '(2 500 520 12 732 837 (121 993 8 754 12 1 14 972 12 14 14 19'-4'(2321 PRESTRESSED I62 222 347 11 448 11 50 12 648 12 746 12 166 261 424 615 831 8 1 14 t 14 21'-4'(256' PRESTRESSED 142 195 306 1l 303 11 480 tt 567 tt 8& 11 142 230 369 531 713 90303 1 13 22'-O'(264' PRESTRESSED 137 192 295 10 378 11 461 10 545 tl 829 11 137 221 354 5W 681 861 13 997 13 24'-0' (288' PRESTRESSED 124 175 491(10566 124 200 B7s0 (1) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SAFE GRAVITY LOADS FOR &" PRECA5T 4 PRESTRESSED U-LINTELS 4 ^zr 4~M SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U6 V8-W W8-113 8F12-08 U12-1B BFI6-M 8F16-iB 820-08 F &25-18 BF24-0B SF24-1B W26-08 BF28-18 8FR-W 8F32-18 2'-10'(341 IYHECAST 2231 3009 4e05 6113 7547 $974 10394 11609 3069 4805 6113 7547 8974 103W 11809 3'-6' (42� PRECAST 2231 3069 Tlt9 51W 6607 8054 OW10951 3069 4805 8113 7547 8974 10394 11808 4'-0' (481 PRECAST 196E 2501 2751 3820 4890 5"1 7034 8107 2693 4W5 6113 7547 8974 10W 118M 4'-6' (54' PRECAST 1599 low 2110 2231 3753 4576 5400 a224 2189 4375 6113 7547 8672 10294 1IBM 5'-4' (64' PRECAST 1217 1340 1438 1999 2500 3123 3666 4249 1663 3090 5365 7547 38 734 19 19 101 19 5'-10'(70' PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 436D 71 451 "191 718 19) 83M 20 6'-6' (781 PRECAST 908 1238 2177 3480 3031 3707 4393 5WI 1238 2177 3480 5WI 8360 1 14 7'-6' (901 PRECAST 743 toll 1729 2632 22W 20M 3191 3585 1011 1 1729 2661 3&8 5681 &e7 44 8472 IS 9'-4w (112' PRECAST 554 W9 1160 1625 2564 348E 2818 331R 752 1245 1843 2554 348E 4705 3 6390 4 10'-6-(1261 PRECAST 475 &35 890 1247 2093 2777 2163 2536 843 1052 Ism 2093 2781 3643 38 4754 45 ll'-4-(136' PRECAST 362 582 945 136E 111* 2423 3127 4006 502 945 1366 1846 2423 3127 4006 12'-0'(144' PRECAST 337 540 873 1254 1684 2193 2905 3M2 640 973 1254 1684 2193 285 3352 13'-4'(160� PRECAST 296 471 755 1075 1420 We 2316 2W3 471 755 1075 1428 IaM 2316 2883 14'-O'(1681 PRECAST 279 424 705 1002 t328 1097 2177 2630 442 1 705 1 1002 1328 1 1697 2127 26M 14'-8-(1761 PRESTRESSED N.R. N4 NR NR N2 NR Ni NR 458 783 1370 19M 2245 2517 2712 15'-4'(1841 PRESTRESSED N.R. NR N4 NR NR NR NR NR 412 710 1250 1733 2058 232D 2513 17'-4'(2081 PRESTRESSED N.R. NR NR N4 NI NR NR NR 3W 548 950 1326 IWO 1840 2047 19'-4-(2321 PRESTRESSED N.R. N4 N4 N4 N1 NR NR W 235 420 750 1037 1282 1515 1716 21'-4'(2561 PRESTRESSED N.R. NR NR MR NR N4 NR 180 MO 508 845 1114 1359 1468 22'-0w(2641 PRESTRESSED N.R. NR NR NR N4 NR NR N4 165 315 6W 7W 1047 1285 1M 24'-0*(2881 PRESTRESSED N.R. N7 Ni w1 NR NR NR NH 129 250 450 a54 eel 1082 1222 (1) THE NUMNERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELI) ADDED REBAR. X-BRACE BETI^EEN EVERY TRU55 WV 2x4 5P 4 (2) Ibd END NAILS, EA. END TRU55 MNFR. TO - PROVIDE WEB AT BEARING. (1) ROW OF IOd NAILS at b" o% INTO 2x6 MIN. PT LEDGER x CONT. w/ 0.145"0' PA.F.9 OR 1/4'x3-1/4" TAPGON5 at 12' o/c (1-1/2" EMBED), STAGE. h" . ' FLOOR JOISTS e' GMV WALL, SEE PLAN SECTION ELEV. (E)CONNECTION DETAIL -� 3/4' FLOOR SHEATHING @ CONNECTION DETAIL LISP HTA20 EA.TRU55 W/ (10) IOd NAILS TYPICAL 2x4 P.T. SILL BLOCKIN6 w/ 0.14540 x3' L.G. P.A.F. a 12" 0/G BEAM LONG. OR MA50NRY revisions no. date drawn PAR checked PAR date 611411e scale 1/4" = I' -Of (U.No) job no. 17-003 . HOAR QUANTUM ENGINEERING ASSOCIATES INC. S1ro,1m1E.p,,,dng & C slSegreg,1,,. 300 AVENUE OF CHAMPIONS SUITE 24i0 PALM BEACH GARDENS, FLORIDA 33418 Shawn M. Stambaugh, PE FL ITC. 61850 - C.A. 26210 W I� LL ^VVLL^JlI I r, J O �U Lid U) Ll L U N J = O w F- J Z to drawing FLOOR & ROOF FRAMING PLANS & DETAILS sheet S-2 DIAPHRAGM SCHEDULE DIAPHRAGM NAILING DIAPHRA6M Zo 1 ZONE 2 ZONE.5 PANEL FRAMING EDGE INTER. 526E INTER. LOCATION PANEL 6RADE THICKNE95 SPACING BOUVDRIE5 EDGE INTER. REMARKS ROOF APA RATED SHEATHING PALM EXPOSURE 1, OR EQUAL 24" O/C IOd IOd IOd IOd 16NOIC 10d IOd IOd BLOCKED A5 BEACH SPAN RATING 40/20 Iq/32" MAX. 6' O/C 6' 0/C 6' O/G 6° O/C 4" O/G 4' 0/C SHOWN ON PLAN APA RATED 5HEATHING SECOND STUDD-I-FLOOR, OR EQ. 24' O/C IOd IOd IOd 6L.UE0 AND BLOCKED FLOOR SPAN RATIN& 46/24 23/32" MAX. 61016 6" O/C 101 O/C A5 5HOWN ON PLAN APA RATED SHEATHING NAIL CORNER STUDS EX7 E)FOWRE 1, OR EQUAL I6" O/C IOd IOd IOd AT 4" O/C MAX. TYPICAL WALL 5PAN RATING 40/20 Iq/32 MAX 4' O/G 40 O/C 6' 0/0 BLOCK FREE E06E5 NOTE: SEE t71APHRA6M SCHEDULE rOR ROOF ZONE NAIL Its REQUIREWNT5. ROOF ZONE DIAGRAM TRUSS CONNECTOR SCHEDULE FA5TENEIR5 PER — STRAP ALLOWABLE UPLIFT PARALLEL LOAD (172) PERPEND. LOAD (FI) PRODUCT MARK LISP CONNECTOR 1R155 CONGITIE-BEAM 51N5LE STRAP DOUBLE STRAP 51N6LE STRAP DOUBLE STRAP 5IN6LE STRAP DOUBLE STRAP APPROVAL TG-1 HTA 12 (b) /60 x 1-1/2" - 1600 0 3200 4 660 u 1320 5qO 0 1160 # FL 65q TG-2 HTA 20 (10)1.. �d x 1-1/2' - 1615 x 3230 a 660 x 1320 F 5qO * 1160 u FL 65q TG-3 RTI6M (q) 1C%,1 x 1-1/2' (4) 1/4" x 1-3/4' TAP. Oe * 27gO x 460 x q60 x 630 a 1260 x FL 1073q 7-C-4 i HGANflO (4) I/f xl-1/2" (4)1/4' x 1-3/4' TAP. 1115 • I4530 # 1075 # 2150 * 7400 1400 d I FL blq U ALLOWABLE LOADS ARE BAw - ON LISP CATALOG %th Ed. 2) BLDR MAY USE LONGER STRAPS OF SASE TYPE SPEGFIED. 3) USE 6ALVANIZED NAILS A5 SPEOIFIED BY MANXAMIRER 4) TAPGOl5 51+'LD BE I -GOAT® AT THE FAR DUST POEM FROM THr: TOP OF THE BEAM. 5) PROVIDE APPROVID M015TLNE ISOMER PLATE OR BUILDIN5 PAPm BETWEEN MA50!&Y WALL 40 EAOH MISS. BRACING NOTES: I. BRACING SHOWN DOES NOT INCLUDE TEMPORARY BRACING REQUIRED FOR THE ERECTION AND INSTALLATION OF TRUS5E5 PRIOR TO THE IN5TALLATION OF PERMANENT CR055 BRACING AND WEB LATERAL BRACING REQUIREMENTS. TEMPORARY BRACIN6 15 THE RESPONSIBILITY OF THE TRU55 INSTALLER AND SHOULD REMAIN IN PLACE A5 LONG A5 NECESSARY FOR THE 5AP'E AND ACCEPTABLE INSTALLATION OF THE ROOF OR FLOOR (REF: BC51). 2. PERMANENT WEB LATERAL 5RACINI6 15 TO BE IN5TALLED A5 SHOWW ON THE INDIVIDUAL 7FL55 DRAWI465 (40 LATERAL BRACING 15 NOT 5FI0WN ON TH15 SHEET). PERMANENT WEB LATERAL BRACIN& 15 TO BE RESTRAINED TO PREVENT LATERAL MOVEMENT BY 5010 ANCHORAGE TO END WAI L5, OR BY PERMANENT DIACONAL BRACING MOT SHOWN) IN THE PLANE OF THE kEB MEMBER AT INTERVALS NOT TO EXCEED 20 FEET ALONG CONTINUOUS hEb BRACE (REF: 0051). 3. PERMANENT DIAGONAL BRACING AS 5HOWN ON TH15 SHEET DOES NOT INCLUDE BRACIN 6 REQUIRED FOR 6ABLE END STUDS OR BOTTOM CHORD OF &ABLE END AT WALL. REFER TO 5TANDARD &ABLE END DETAIL FOR BRAGINO REQUIREMENTS. 4. ALL TOP CHORDS ARE A55U-D TO BE SHEATHED, AND ALL BOTTOM CHORDS BRACED BY A RI(510 CEILIN5 SYSTEM REFER TO INDIVIDUAL TRL55 DRAWIN65 FOR BRACING REQUIREMENTS OF NON -SHEATHED TOP CHORD5 AND UNSUPPORTED BOTTOM CHORDS. 5. REFER TO TPI /WGTA BC51: COMMENTARY AND RECOMhENDATION5 FOR HANDLINLS, INSTALLATION AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' APPENDIX C,FOR RECOMMENDED 660LENCE OF INSTALLING BRACING COMPONENTS. 6. THEE' 5TRUGTLRAL. ADEQUACY OF THE INDIVIDUAL TRL65 DE51ON5 TO WITHSTAND GRAVITY AND WIND LOADIN65 AS NEL.L AS 61RPER CONNECTIONS AND LOADS ARE THE RESPONSIBILITY OF THE TRUSS DE516NER. ANGHORA6E OF THE TRUSSES AND 61RDER5 TO THE 5U=PORTIN& STRUCTURE TO WITHSTAND WIND UPLIFT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER OR ARCHITECT. 7 THE SRACIN& FOR THE ROOF SYSTEM 15 DE516NED FOR BOTH POSITIVE d NEGATIVE PRESSURE AND MEE75 THE REQUIREMENTS OF 2017 PVC. BRACING LEGEND: PERMANENT 2x4 DIACONAL BRACE RESTRAINT IN THE xPLANE OF THE NEAREST VEB MEMBER AT 20'-0" INTERVALS AT APPROXIMATELY 45 DE61REE AN6LE. FASTEN TO OPPOSITE SIDE OF KB WITH 3-16d TOENAILS AND TO LATERAL BRACE WITH (3) IOd NAILS EACH INTERSECTION. (REF: 5051). HORIZONTAL BRID61N6 WITH A MINIMUM 2x6 5TROWBACK AT V-O' O/C. FASTEN TO EACH TRUSS WITH 3-I0d NAILS AND ATTACH TO WALLS OR OTHER R1610 POINT AT EACH END (REF: BC51). PROVIDE OVERLAP OF AT LEAST (3) TRU55E5 (FLOOR ONLY). PERMANENT 2x4XCONT. LATERAL BRACING IN THE PLANE OF THE 57RC1URAL BOTTOM CHORD OF THE TRUSSES AT b'-O' O/G. FASTEN WITH 2-I0d NAIL5 IN EACH TRUSS. PROVIDE OVERLAP OF AT LEAST (2) TRD55ES (ROOF ONLY). ZONES I d 2 u (SEE DIAPHIRA614 SGHEa'lLF) ZONE 3 (SEE DIAPHRAGM SCHEDULE) BRACING DETAILS: SHEATHING COMFlRE551ON WEB 45° 5LOPIN& OR VERTICAL CONTIN)IU5 PERMANENT LATERAL BRACING (CL.B) PERMANENT DIAGONAL BRACE NAILED TO OPP. SIDE OF WEB PREVENTS LATERAL MOVEMENT AND SHOULD BE REPEATED AT APPROX. 20 FOOT INTERVALS CEILING F16URE 36: PERMANENT DIACONAL BRACING IN THE PLANE OF THE W® MEMBERS PERMANENT CROSS BRACINB FIGURE 37: PERMANENT BRACING IN THE PLANE OF THE WIGS FOR PITCHED TRU55E5 HORIZONTAL BRID61N& WITH A MINIMUM 2xb 5TRONOBACK CONNECTION TO EACH TRU55 WITH 3-I0d NAILS AND ATTACHED TO WALL5 OR OTHER R161D POINT AT EACH END (REF: BC51). PROVIDE OVERLAP OF AT LEAST (5) TRUSSES (FLOORS ONLY). SEE PLAN FIGURE 3b: PERMANENT BRACING 1N THE PLANE OF THE NEB5 FOR PARALLEL CHORD TRU55E5 LATERAL BRACE 45° 45° PERMANENT WEB DIACONAL OR055 BRACING GROUP OF WOOD TRU55E5 (YV MEMBERS) LATERAL BRACE P16ME 3q: PERMANENT BRAGIN& IN THE PLANE OF THE WE55 revisions no. date drawn PAR checked PAR date 6/14/Ib scale 1/4' = r-ON (UN.0) job no. 17-003. HOM I�� QUANTUM ENGINEERING ASSOCIATES INC. SlrL ral Fagineering & Co lSegregalion 300 AVENUE OF CHAMPIONS SUITE 260 PALM BEACH GARDENS, FLORIDA 3 18 Shawn M. Stambaugh, PE FL LTC. 61850 - C.A. 26210 c (� Lo (n W W J U ® F-- F— J O W F— J z (n drawing 1ST & 2ND FLOOR BRACING PLANS sheet S-3 -_____ ---- * NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO 911 LEDGER CONNECTIONS BY BUILDER b 21' 9" (UNLESS NOTED OTHERWISE) € ___..__._ _._._- . .--_—____,---_.. _. - ._............... ...... . ...__. __ _ * NOTE: ALL CEILING DROPS BELOW BEAM AREBY a s 2'00 •. '\ 9741 G C]1 - n� 2 p„ `\�[ UILDER NOTED S c NOTE: THIS TRUSS(UNLESS PLACEMENT DIAOTHERWISE) SHOW TRUSS I.D. AND TRUSS LOCATION OAN. , \ \ V THE BUILDING DESIGNER IS RESPONSIBLE FOR THE r � 11 " L2 \ .. � 4_1iv c J2B r 2, ,\ � - b `' �0` Chi `n'0, HATCH LEGEND �I l 8" RECESS STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR GRAVITY AND UPLIFT LOADS, s a PL20 N ., _ - CJ4 `\\ EE NSI S LA P FOR BRACING & ERECTION DETAILS REFER \ FL18 d N r o N \ ��•2 �° 8' 0" BRG TO BCSI-03 AND/OR ENGINEER OF RECORD - - ... - --' ' - ,. .:... � ti :2 p„ f 17 4" BRG 1 ci II FL17 � N � oy \ice.?' a ! FL16 d I I I - CJ6��V -o �/ /l �' �����2�0" tl REPRESENTS THE LEFT SIDE OF EACH TRUSS DRAWING c li -.' I FL15 <n ; • . ! N .,...... j7 ... /� ...:.. � ! ,i, i, �, M % ti ( NOTE; REFER TO USP CONNECTOR CATALOG FOR INSTALLATION DETAILS } _ a JUS24 THD46 O_Q_} - / 1US26 -, VJ) MSH422 1 - _- ,�- -� .. � y w._ _ _ � t • 1I L13 } ` ` � �• - _ / 1Fi9 orrz' Ill nta '/ Ib AO THD26 K� MUS26, i' � �r _ jj -fl. FL12 I i I � o (D THD28 C' HHC26 OT _ - - AO FL10 7i o N THD26-2 �j THDH46 (U i �% 1--1---� -- — NO TO VERIFY: TES RIFY. �� THD28-2 N THDH26-2 III' _ --_ � o N ROOF PLANES VARY FROM PLANS c� 11US46 t, P� - - - � �X i - - - tH B' HANGER BY BUILDER BEAM BY BUILDER FL10 A ....... 4A ._ �, ..... ........ ......... .... ATTIC - LIGHTI- ( FL10 I_ I - - - - � ( STORAGE SEE I o N � d * NOTE: UPLIFT CONNECTIONS FOR ALL COMMON i; FL10 ( : f : 11 A 4A IENG' FOR SPEC'sl I g I TRUSSES BEARING ON ANOTHER TRUSS TO BE LSTA12 o STRAP (BY OTHERS) UNLESS NOTED OTHERWISE (I FL10 I~ . 4. d -- A %I I ............. ...-... ..-....... ...:......... N; - : (EXCLUDES VALLEY AND PIGGYBACK TRUSSES) c 4A I _ LOADING ROOF FLOOR WIND LOAD �` - - I O I 'ACCESS LIA2, -' LIVE LOAD - 30 -- ASIDE '° c0 40 7-10 t `FC10 -1" A 4A _ I ( d p O ~ w DEAD LOAD 15- 170 MPH EXP D FL I.- I ..._._ _, ......-._..... _.... _ I .......-`;. N - . ... ..-_ ® ._ LIVE LOAD -.- 10* -20 - O .. CATEGORY I A 1 o o FL10 a..... \` c c I— m= c> DEAD LOAD 10 5 ENCLOSED �II _ I I iv _ A 4A 1-- ._._ —.-.....-L..... _ ......... .............. c m s FL10 li. ._. - E-' Q o ° TOTAL LOAD 55 65 FBC - 2017 n li FL10 m �. w �l �I FL10 m o li_ f a} . A 1 ( _,.,.,. .._.. N N o Z d = e DURATION FACTOR 1.25 1,00 TPI - 2014 4 � L-- REV DATE BY REMARKS r ---) �IL FL10 ... __ Q \ 5-R o I _ 3 _ 3 1 7/16/18 R1 REVISED FLOOR LOADING AO 7 m ""`�`°"! \\ . - - l-- FL10 Al/ ,. 'a•• v 4. ��4 gym, `.... l ._- i �� . HBB' O M1 AO _Fq rH t FL11 TYPICAL FLOOR DETAIL / ._-I .- FL11 I - (� "� o AO (: 1 - -' Cq N ' — - - _ -- - FL11 I: _- II N `� "' Ao c It is understood that above U APPROVED o r -- N conditions have been reviewed _ _ -- FL11 = 1` ( f a=: A0 ....-.... ._ ....... &are acceptable for the p u APPROVED AS NOTED fabrication — _ - - -- - FL11 i - - - - 3' 31/ I I I \ o N) a ^ it hest overhangs, elevations, p ia5,ceiling ❑ REVISE AND RESUBMIT fas = - AO _- -_ I 1 o `i, �— elevations/pitches bearing ❑ REJECTED ! FL11 ( Cn conditions &ail detail pertaining N 1' ,� _ -�H �BG FLII _ .-. __ ... to this truss placement plan. No back charges will be accepted 17 AO \� I� ( _91L E DATE e FL10G f c N C) without previous Written - - O �t approval from an A-1 Roof AO 11 FL10 fl ' U) c\ Trusses representative. REVIEWED BY e PLAN DATE ARCH: 3/21/18 STRUCT: 3/21 18 II _ - - - - -- --- -, w / 61I 31 1 - E e e A0 ., ---'-- - - Cj - -- � ------ �. - I FL10 1 - N VJ — CUSTOMER C MER J WN BUILDERS _ _ AO - - ----- _ ----- � - O Q a, - - - - -- -- -- - b FL10 I I I = I' FL10 G i Q W� 101/ _ JOB NAME HOMAN RESIDENCE -' - Ij FL10 f I - II FL10 _ - _- ---� - - QUgntUtYi Engineering QUAI AN v .: w "' x w ZZZ o N : U7 e - Associates In _� _» --F. - - „ s _..-._ _.-. - ---- OPTIO N(S) _ — 4 _: _ THE REVIEW AND APPROVAL OF THESE DRAWI G a ` o TYPICAL ROOF DETAIL FLoa -�I_. f - - - - FLOE ` ` _ I) ' S STRICTLY FOR TRUSS SHOP DRAWING' COMPLIANCE WITH ROOF PLAN GEOMERT Y DOES NOT RELIEVE THE TRUSS FABRICATOR OF N HI °a ,x -_ -.- -. - „- — - A08 ?J = �l- "` ,. m ` COMMNTY % LOT # NETTLES ISLAND o = o j !' o RESPONSIBILITY FOR CONFORMANCE WT p - - -- - - - THE ENGINEER'S TRUSS oar T. -' -` - I = I. I FL07 ...... , _ - - - -- FL06 eX,= FL05 I:l LAYOUT. THE TR FABRICATOR IS RESPONSIBLE FOR NOTIFYING GENERAL CONTRACTOR IN WRITING OF DEVIATION FROM THE ENGINEER'S LAYOUT. GENERAL CONTRACTOR IS RESPONSIBLE S H N OR _ ss- — 116 0 ___�l�� - "�� a ! �I CITY o o COUNTY SL LUCIEC0UNTY BLDG BLDG ---- --- --- _ --- - _._ �d' N \ II, COORDINATING AND RESOLVING ANY INC 3 . a ` m o N - - TYPE # _ o L04 - SISTENCIES BETWEEN THE TRUSS SHOP TI o _ - - - - DRAWINGS AND ANY OTHER APPLICABLE TRADE INCLUDING ARCHITECTUAL, STRUCTURAL A D _= JOB # 71856 MASTER FL03 MECHANICAL. G ! ( 8 3 ALL RESPONSIBILITIES SH CONFORM WITH ANSI / TPI / WTCA 4 - 2 LL 02 - - -- - 611, o _ L01 - APPROVED; NO EXCEPTIONS TAKEN �7 __ A13G -"- --"'— ---- -- N, { ao®�atea�reea� gab° ,. ;, , #Ig a O,,• *,,Y.i �F '' EN 5 DRAWN SCALE -:-- -.-. DATE 4111118 - -- RJ N.T.S. W ❑ APPROVED WITH COMMENTS NOTED �OgA m i�2; i_- .. - -- , , +"� Digitally signed by Anlhfty T. 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