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HomeMy WebLinkAboutBuilding PlansNOTES FOUNDATION NOTES MASONRY NOTES PLAN NOTES ELECTRICAL NOTES RE PREPARED U51N6 THE FLORIDA BUILDING GODS 2017 EDITION. FrON5TRZTION FLOOR 5LA13 TO BE 4" THICK POURED CONCRETE SLAB WITH W X b' X WIAXWIA . CONCRETE UNITS TO BE A5TM G q0-14. ASTM &RADE5 NI OR NII. PROVIDE PRECAST LINTEL5 AS NECESSARY. (f'm = 1500 P51) I. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED 6. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE "TIMBER I. GNTRACTOR SHALL VERIFY WITH F.P.dL. THE LOCATION OF SERVICE AND SHALL . W.W.M. ON 6 MIL VI5QUEEN (OR EQUAL) ON GLEAN WELL. COMPACTED FILL PRE TREATED FOR PROVIDED. THE SIGN POSTED AND TREATMENT CONTRACT RENEWAL SHALL CONSTRUCTION MANUAL' A5 PUBLISHED BY THE AMERIGAN INSTITUTE OF TIMBER LOCATE METER d PANELS AS REQUIRED. HALL FOLLOW THE FLORIDA BUILDIN6 CODE A5 ADAPTED BY THE FOR TERMITES. WWM SHALL BE LOCATED IN THE MIDDLE TO UPPER HALF OF THE SLAB 2. MORTAR TYPE M PER ASTM G 210-12a. L BE NE13E SHALL POSTED NEAR THE WATER HEATER OR ELECTRICAL PANEL. GONSTRUGTION. PPLICABLE AMENDMENTS. DEPTH AND MUST BE SUPPORTED AT 5'-0" 0/L EACH WAY WITH APPROVED MATERIALS. 2. PROVIDE 3" STEEL P05T OR BOLLARD OR TIRE BUMPER IN FRONT OF ALL EQUIPMENT q, ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. 2. ALL WIRE SHALL BE T1iHM COPPER. UNLESS NOTED OTHERWISE. 3. BUILDER SHALL COORDINATE ALL THE WORK OF ALL TRADES. 3 CONCRETE FILL (HVAC, EHW, WASHER/DRYER) LOCATED IN THE GARAGE AT FLOOR LEVEL PER FB.C. PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETHEEN THE CONCRETE OR OTHER 3. WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE 2. ALL REINFORCING STEEL TO BE GRADE 60. A. CELLS LINTELS AND BOND BEAMS HERE SPECIFIED SHALL BE FILLED W3000 P51 MECHANICAL CODE. GEMENTITOUS MATERIALS AND THE WOOD A5 PER CODE. COPPER OF EQUAL AMPAGIIY. 4. BUILDER SHALL REVIEW DRAWINGS IN THEIR ENTIRETY BEFORE STARTING WORK. 1}E BUILDER SHALL ACCEPT FULL RESPONSABILITY FOR ANY ERRORS OR OMISSIONS NOT 3. COLUMN AND WALL GENTERLINE5 SHALL COINCIDE WITH FOOTIN6 GENTERLINE5 UNLE55 PEA GRAVEL CONCRETE. 3. PROVIDE Ix2 P.T. FIRESTGP VERTICALLY AT THE CEILING AND FLOOR LEVELS. 10. BUILDER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND 4. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED GABLE. REPORTED IMMEDIATELY IN HRITIN6 TO THE ARCHITECT. BACKCHAR6E5 WILL NOT BE OTHERWI5E NOTED. B. THE MIX DESIGN SHALL BE APPROVED BY THE ENGINEER. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10'-O", AND ALL OTHER LOCATION5 PER BRID61N6 USED DURING ERECTION OF TRUSSES AND STRUCTURAL SLABS TO PREVENT ACCEPTED. DO NOT SCALE PRAWIN65. 4. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 2500 P.S.F., F.B.C. SECTION R302.11. COLLAPSE OR 12AMA6E, 5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO 5. SUBMIT MINIMUM THREE (5) COPIES OF SHOP DRAWINGS A5 REQUIRED BELOW. CONTRACTOR TO SUBMIT 501L BEARING TEST RESULTS OR SOIL BEARIN6 CAPACITY L. ALL CONCRETE SHALL BE OF A FLUID CONSISTENCY WITH A SLUMP OF q'-11" MAX., WHICH MEANS THAT THE CONSISTENCY SHALL BE AS FLUID AS POSSIBLE FOR POURING WITHOUT 4. ALL GLAZING WITHIN 24" OF EITHER 51DE OF THE DOOR PLANE IN A CLOSED POSITION 11. HEADERS FOR FRAMED OPENINGS GREATER THAN &-0" MUST BE ENGINEERED AND CONSTRUCTION. REPORT BY A FLORIDA RES15TERED ENGINEER. 5WRWATION OF THE CONSTITUENT PARTS. AND ON A WALL PERPENDICULAR TO THE PLANE OF THE DOOR ON THE HIN6E 51DE OF THE STAMPED BY THE TRJ55 MANUFACTURER. (UNLESS NOTED OTHERWISE) b. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER b. BUILDER 15 RESPONSIBLE FOR ADEQUATE BRAGIN& OF STRUCTURAL OR DOOR (46' IN HVHZ) SHALL BE TEMPERED. ALL WINDOWS OR GLASS ENCLOSURES AT OR SPECIFICATIONS. NON-51RUGTJRAL MEMBERS DURING CONSTRUCTION. 5. ALL SITE PREPARATIONS d DRAINAGE RECOMMENDATIONS MADE IN THE 511E SPECIFIC 6EOTEGHNIGAL REPORT MUST BE STRICTLY ADHERED TO. D. THE USE OF ADMIXTURES SHALL NOT BE PERMITTED WITHOUT Wd21TTEN CONSENT OF THE WITHIN 36" OF TUB5 AND SHOWERS WITH 51LL5 LE55 THAN 60" ABOVE FLOOR SHALL BE .TEMPERED 12. ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (3) 2XLL EN61N�R• ALL 6LA55 IN 5IPELIGHT5, 51-01NG 6LA55 DOORS AND FRENCH DOORS NOTED. (NOR WOOD FRAME CON511RUGTION DEPENDING OON N ALL WKA 7. PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY LOAD AND UNITS. 'T. ALL CONSTRUCTION IN BROWARD AND DADE GOUNTIE5 SHALL COMPLY WITH THE b. FILL PLACED WITHIN V-O' OF THE CONSTRUCTION PERIMETER SHALL CONSIST OFTHIGKNE55). SHALL BE TEMPERED.OTHERWISE HIGH VELOCITY HURRICANE ZONE (HVHZ) SECTIONS OF THE F.B.C.5. GLEAN WELL GRADED SAND IN 12" AND VIBRATORY COMPACTED TO 4. REINFOROIN6: 5. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS. PROVIDE NON-F U51BLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIP. AND AT PUMP' NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER MANBJFAGTURER. MODIFIED PROCTOR ACHIEVE A MINIMUM OF q5% MODIFIED PROCTOR ASTM D I557-12. VERTICAL: E6RE55 WINDOW5 SHALL HAVE A MINIMAL NET OFENIN6 OF 24" HIGH, 20" WIDE, AND MIN. P DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE. IN 2 OR BETTER AND SHALL PROVIDE ALLOWABLE STRESS VALUES OF 1200 P51 IN BENDING FOR A SINGLE MEMBER RECOMMENDATIONS. 7. AFTER STANDARD GLEANING AND &ZUBBIN6 HAS BEEN COMPLETED AND APPROVED, A. ASTM A615/A 615M-12. PER REINFORGIN6 SECTION (GRADE 60). NET AREA OF 5.7 S.F. FOR 2nd FLOOR WINDOWS AND 5D S.F. FOR Ist FLOOR WINDOW5. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR, LATCH USES. qO P51 IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELASTICITY OF 1600 K51 OR BETTER A5 DETERMINED BY AN APPROVED LUMBER GRADING AGENCY. q. PROVIDE 6FGI PROTECTION FOR ALL BATHROOM, GARAGE, EXTERIOR KITCHEN APPLY VIBRATORY COMPACTOR WITH A MINIMUM OF FOUR PASSES TO THE EXISTING AT 54" A.F.F. MAX. IN HVHZ AREAS WHERE THERE 15 MORE THAN A 4'-0" DROP, THE SILL LAUNDRY AND WET BAR OUTLETS PER NEC, 210.6(A). GROUND B. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL GORE, IT SHALL NOT SHALL BE NO LE55 THAN 36" A.F.F. OR PROVIDE AN APPROVED SAFEGUARD. 14. NON-BEARIN6 INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 25 &AL'6E GEE 6. SLA55 SHALL NOT BE LOADED UNTIL 12 HOURS HAS ELAPSED. BE SLOPED MORE THAN ONE HORIZONTAL IN 51X VERTICAL ALIGNMENT, EVEN THOU6H IT 15 CHANNEL TYPE STUDS AT 24' 0/6 WITH MATGHIN6 TRACKS TOP AND BOTTOM, WITH 1/2' 0. ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND A5 SELECTS BY OWNER. IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCING. b. ALL BATHROOM FLOORS SHALL BE OF APPROVED IMPERVIOUS MATERIALS. 6YP5UM DRYWALL EACH SIDE. ATTACH DRYWALL WITH I" LONG 5U6LE HEAD DRYWALL q. SPLICES SHALL BE 4& BAR DIAMETERS AND CONTINUOUS AROUND ALL CORNERS AND GHAN6E5 IN DIRECTION. CORNER BARS SHALL BE 46 BAR DIAMETERS EACH. WAY. L. VERTICAL REINFORGIN& STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE-HALF INCH 2 8. IN HYHZ AREAS PROVIDE HURRICANE SHUT fERS AS PER F.B.G. SECTION 4 13 UNLESS AA SECTION 2SPECIFIC 5CRPW5 AT 12" 0/0 MAX. I. PROVIDE PRE -WIRED TELEPHONE, T.V. OUTLETS OUTLETS AS SHOWN ON PLAN. FROM THE MASONRY. THE EXTERIOR WALL COMPONENTS THE ENCLOSED BUILDING HAS PRODUCT IS. METAL LATH OVER SHEATHING SHALL BE 3/8' V-GROVE OR DIMPLED. CEILIN65 AND 10. ALL MONOLITHIC FOOTINGS HAVE BEEN CHECKED FOR THE USE OF TRANSFER APPROVAL TO PRESERVE THE ENCLOSED BUILDING ENVELOPE A&AIN5T IMPACT LOADS I, SOFFITS SHALL BE HIGH RIB TYPE. FASTEN TO SUBSTAIE AT 4 O/G A5 FOLLOWS; 2. ALL CLOSET LI6HTIN6 SHALL COMPLY WITH NEC SEC. 410b. REINFORCEMENT AT THE PERIMETER. RATIONAL ANALYSIS SHALL BE SUBMITTED, BUT D. VERTICAL REINFINDICATEDSHALL BE A5 LOCATED ON 1}E PLAN AND A5 INDICATED IN A5 SET ER 16 HAP H IN RCHAPTER . FORTH CONCRETE: 3/4" LONG STUB NAILS W/ 3/8" HEAD. HORIZONTAL AND VERTICAL WOOD 13. THE BRANCH CIRCUITS CONTAINING SMOKE DETECTORS SHALL HAVE ARC -FAULT ONLY IF REQUESTED BY THE BUILDING OFFICIAL. THE COLUMN SCHEDULE. q. PICKETS AT STAIRS, LANDINGS d BALCONIES SHALL BE SPACED TO PREVENT FRAMING MEMBERS W/ NAILS OR STAFLE5 TO PROVIDE AT LEAST 13/4" PENETRATION PROTECTION PER NEC SEC. 210.12 SMOKE DETECTORS SHALL BE CONNECTED TO II. CONCRETE FOR FOUNDATIONS AND FOOTINGS SHALL BE 2500 P51 MIN. E. VERTICAL REINFORGIN6 EACH SIDE OF ANY OPENING, IF REQUIRED, SHALL BE PASSAGE OF A 4" DIAMETER SPHERE. INTO HORIZONTAL WOOD FRAMING MEMBERS, AND 3/4' PENETRATION INTO VERTICAL WOOD FRAMING MEMBERS. ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS CIRCUITS AHEAD SWITCH AND HAVE SELF CONTAINED BATTER BALK. MAXIMUM WATER/GEMENT RATIO MUST NOT EXCEED 0.65. CONTINUOUS TO THE TIE BEAM. PRECAST LINTEL5 SHALL HAVE OPENIN65 TO ALLOW SHALL BE BENT OVER TO EN6AOE AT LEAST THREE STRANDS OF LATH, OR BE BENT DETECTOR DETECTORS SHALL BE TANDEM WIRED 50 ALL DETECTORS SOUND SIMULTANEOUSLY. M RF-INFORCIN6 BARS TO CONTINUE UNINTERRUPTED. 10. PROVIDE A MINIMUM OF 4" CLEAR ALL AROUND AIR HANDLER UNITS. OVER A RIB WHEN RIB LATH 15 INSTALLED. 5HEATHIN&: 14 &A USE STAPLES I" LE6, 7/16' 14. PRE -WIRE FOR 6ARA6E DOOR OPENER SENSOR. BEAM SCHEDULE NOTES HORIZONTAL: II. IN ZERO LOT LINE HOMES: DRYER VENTS, EXHAUST FANS d KITCHEN HOODS SHALL NOT GROWN METAL MTL. FRAMING: SELF TAPING SCREWS #12 x 1/2" WA5HER HEAD STAPLES SHALL NOT BE USED FOR 5OFFIT5 OR GEILIN65 VENT THROUGH THE SIDE WALL AND MUST MAINTAIN A 10'-0" SETBACK. 15. PROVIDE ARG-FAULT CIRCUIT INTERRUPTER PROTECTION IN DWELLING UNIT LIVING, 1. 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 I6. WHERE CEMENT PLASTER 15 APPLIED TO LATH OVEROND FRAME CONSTRUCTION, BING DININ6, FAMILY ROOMS, DEN5/ LIBRARIES, BEDROOMS, SUNROOMS, CLOSETS, HALLWAYS OR SUM. ROOMS PER NEC, 210 12. SCHEDULE. OF THE PLASTER TO THE WATER BARRIER SHALL BE PREVENTED BY PROVIDING A OBL. THROUGHOUT (TD) BEAM A5 INDICATED ON BEAM SCHEDULE. STIRRUPS SHALL BE TYPE LAYER OF WATER BARRIER OR BY IN5TALLIN6 A HOUSE WRAP BENEATH THE WATER lb. SMOKE DETECTORS: 54 AND HOOPS SHALL BE TYPE T-2 TYPICAL CR51 BAR BENDS UNLE55 OTHERWISE B. HORIZONTAL JOINT REINFORCEMENT SHALL CONSIST OF AT LEAST q &AGE LADDER FRAMING NOTES BARRIER. Ib.I. REQUIRED ON ALL HVAC UNITS WITH 2001 CFM OR MORE. SITE PLAN NOTES NOTED. TYPE REINFORCEMENT SPACED NOT MORE THEN 16" O/C VERT. REINFORCEMENT SHALL 162.OEILIN6 AREA: 110 V. SMOKE ALARM5 SHALL BE INSTALLED NOT LESS THAN 3 FEET 2. ALL BEAM (MARK "B") TOP BARS SHALL BE CONTINUOUS UNLE55 OTHERWISE NOTED ALSO BE PROVIDED AT THE BOTTOM AND TOP OF ALL OPENIN65 AND EXTEND NOT LESS THEN 24 BEYOND THE OPENIN6. PROVIDE 6 MIN EMBEDMENT INTO CONCRETE COLUMNS " 1. THE 7RV55 AND FLOOR 5Y5TEM LAYOUT SHOWN ON THIS SHEET 15 SCHEMATIC IN 17. PNEUMATIC FA5TENER5 SYSTEM TO BE HILTI-COIL NAIL PROGRAM. TYPE TO BE GRF 1126 1-1/2" LONG AND DIAMETER U.N.O. HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A 1. THE ARCHITECTURAL 51TE PLAN, IF PROVIDED IN THESE DOCUMENTS 15 FOR GENERAL AND BEAMS AND FULL DEPTH LAPS AT ALL MASONRY "L" AND "T" INTERSECTIONS. NATURE. HOWEVER, THE SUPPORTING SUPERSTRUCTURE HAS BEEN VE516NED UNDER THE .120" BATHTUB OR 5HOW✓ERR UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM LOCATION OF THE HOUSE, POOL, DRIVEWAYS AND SITE FEATURES ONLY. THE 6.G. OR 3. ALL TIE BEAMS (MARK "T3) REINFORGIN6 SHALL BE CONTINUOUS THROUGH TIE- ASSUMPTION THAT THE FRAMING 50HEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS AND FLOOR 5Y5117M DE516NER5 LAYOUT. 18. WHEN WOOD POSTS ARE NOT IN A FIRERAT® WALL, FIRE RATE P05T A5 FOLLOWS: REQUIRED BY SECTION R314.3. 163. NEAR GOOLOC APPLIANCES. SMOKE ALARMS SHALL NOT BE INSTALLED IN THE OWNER SHALL PROVIDE A PRELIMINARY LOT FIT PERFORMED BY A LIGENGED BEAMS ONLY. ALL SPLICES TO BE A MINIMUM OF 48 BAR DIAMETERS. 5. GENERAL: WdRAP P05T ON ALL SIDES FROM BASE OF POST TO UNDERSIDE OF BEARING WITH (U FOLLOWING LOCATIONS UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE SURVEYOR AT 50 PEGENT COMPLETION OF PROJECT. THE SURVEYOR 15 RESPONSIBLE FOR VERIFYING BUILDING LOT FIT, LOT COVERAGE, EASEMENT LOCATIONS, SET BACKS, 4. BUNDLE ALL STRUCTURAL BEAM TOP BARS IN PAIRS OVER SUPPORTS WITH TOP BARS A. STRUCTAL DESIGN IS IN AGGORDANGE WITH A.G.I. 530-13/ A.S.GE. 5-13/T.M.S. 402-lb, UR 2. THIS FRAMING SCHEME (DIRECTION OF TRUSSES AND SLABS, MAJOR 6.T. BEARING LAYER OF 5/8" TYPE "X" 6YFSUM WALL BOARD. THIS WILL PROVIDE A ONE HOUR RATING FOR THE POST, ALARM IN A LOCATION REQUIRED 8Y SECTION R314.3. AND ALL SITE DIMENSIONS PRIOR TO PERMIT AND CONSTRICTION. IF ANY CONFLICTS FROM ADJACENT BEAMS. (UNQ). BUILDING CODE REQUIREMENTS FOR MA50NRY STRULTURE5 AND THE COMMENTARY ON POINTS, ETC) GAN BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME - IONIZATION SMOKE ALARM5 NOT BE INSTALLED LE55 THAN 20 FEET HORIZ. FROM A PERMANENTLY INSTALLED APPLIANCE. OCCUR BETHEEN THE ARCHITECTURAL 511E PLAN AND SURVEYORS LAYOUT THE GENERAL BUILDING CODE REQUIREMENTS FOR MA50NRY STRUCTURES. PROFE55IONAL OF RECORD WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REVISIONS AGGORDINISLY. Iq. TRU55 MANUFACTURER SHALL DE516N TRUSSES TO COMPLY WITH ALL SUPERIMPOSED GOOKIN6 IONIZATION SMOKE5T14ALARMS WITH AN ALARM-PERMGNE SWITCH SHALL NOT BE CONTRACTOR AND ARCHITECT SHALL BE NOTIFIED IN WRITING PRIOR TO PERMITTING 5. DROP BOTTOM OF TIE BEAMS A5 REQUIRED AT WINDOW d DOOR HEADS (2b' MAX) WIND LOAD5 PER F.B.C. 2017. I INSTALLED LE55 THAN 10 FEET HORIZ. FROM A PERMANENTLY INSTALLED COOKING AND CONSTRUCTION. NO WORK SHALL BE PERFORMED UNTIL THE 6ENERAL CONTRACTOR RESOLVES THESE CONFLICTS. ADD 2-#5 BOTTOM IF DROP EXCEEDS 8". B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.G.I. 530.1-13/A.5.6.E. 6-13/7.M.S. 602-I6, 5PECIFICATION5 FOR MASONRY STRUCTURES AND THE COMMENTARY ON 3. FINAL 516NED AND SEALED ENGINEERED TRL65 AND FLOOR SYSTEM DE51614 MUST 13E MECHANICAL NOTES APPLIANCE. SUBMITTED TO TH15 OFFICE FOR REVIEW. TRU55 AND FLOOR SYSTEM DE516NER5 MUST - PHOTOELECTRIC SMOKE ALARMS SHALL NOT BE INSTALLED LESS THAN b FEET 6. TIE BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED b" TO FIT BLOCK SPECIFILATION5 FOR MA50NRY STRUGTUREE. PROVIDE ALL TR155 CONNECTIONS AS PART OF THE DE516N. HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. CONCRETE NOTES WORK. 7. ALL ADDED LOGITIDINAL BEAM REINFORGIN6 SHALL EXTEND 6" MINIMUM INTO G. IN HVHZ AREAS THE BUILDER SHALL EMPLOY A SPECIAL INSPECTOR APPROVED BY THE BUILDING OFFIGAL TO ENSURE COMPLIANCE WITH THE APPROVED STRUCTURAL PLANS IN 4. TRU55 AND FLOOR SYSTEM MANUFACTURER SHALL SUBMIT THREE 0) COPIES OF SHOP I. ALL HEATIN6, AIR CONDITIONING, REFRI6ERATION AND VENTILATION EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS SET FORTH IN THE ffFLORIVA BUILDING CODE 17. CARBON MONOXIDE ALARM TO BE INSTALLED WITHIN 10' OF A ROOM USED FOR 1. CONCRETE SHALL CONFORM TO ASTM CA4/0 q4M-Oq, SHALL HAVE A MAXIMUMAWINGS SUPPORT UNLESS OTHERWISE NOTED. F.B.C. AGGORDANGE WITH SECTION 212224 FBG AND EN6INEERIN6 GALGULATIONS 51&NED AND SEALED BY A FLORIDA. MEGHANIGAL" AND FLORIDA BUILDINE ENERGY CONSERVATION . G COD 5LEEPIN6 PURPO5E5 WHEN THE BUILDING HA5 A F0551L BURNING HEATER OR APPLIANCE, A FIREPLACE, AN ATTACHED GARAGE. PRIMARY POWER SHALL COME FROM THE WATER/CEMENT RATIO OF Ob5 AND SHALL HAVE 5000 PSI COMPRESSIVE STRENGTH IN RE615TERED ENGINEER, OF THEIR DEVISN FOR REVIEW INGLUDIN6 TWO (2) COPIE5 FOR BUILDING WIRING6 WHEN SUCH WIRING IS SERVED BY THE LOCAL POWER UTILITY. SUCH 2b DAYS ( UNLESS NOTED OTHERWISE) ALL CONCRETE WORK SHALL BE IN ACCORDANCE 8. REFER TO CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL 6. VERTICAL CELLS FOR MA50NRY TO BE 6ROLITED SHALL HAVE VERTICAL ALIGNMENT ARCHITECT/ ENGINEERS REVIEW PRIOR TO FABRICATION. REVIEW OF SHOP DRAWIN65 15 2. A 4 CLEARANCE 15 TO BE MAINTAINED AROUND ALL AIR HANDLING UNITS. ALARMS SHALL HAVE BATTERY BACKUP. IF USED, A COMBINATION SMOKE/ CARBON WITH AGI AND AGI . ALL CONCRETE MASONRY WORK SHALL BE IN SPECIFICATIONS. SUFFICIENT TO MAINTAIN A CLEAR UNOBSTRUCTED CONE. CELL. A LOURTE5Y BY THE ARCHITECT/ ENGINEER AND IN NO WAY RELIEVES THE MONOXIDE ALARM SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED 50-15, AGGORDANGE WITH AGI 530-13. NCE MANUFACTURER OF H15 RESPONSIBILITY TO PROVIDE A LAYOUT THAT FULLY 3. PROVIDE FIRE DAMPERS AT SUPPLY AND RETURNS WHICH PA55 THROUGH RATED TESTING LABORATORY. q. ONE -QUARTER OF MAXIMUM BOTTOM REINFORCING STEEL AREA OF EITHER ADJACENT 7. GLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT INTE6RATE5 WITH THE ARCHITECT/ EN6INNERS SUPERSTRUCTURE. IF THERE 15 ANY ASSEMBLIES IF ANY. 2. MINIMUM CONCRETE COVER OVER REINFORCIN6 SHALL BE: SLABS ON VAPOR BEAM SHALL EXTEND THRU SUPPORT AND LAP WITH A GLASS "A" TEN51ON LAP SPLICE EACH LIFT OVER 4'-O" HICHH. GLEANOUT5 SHALL BE SEALED AFTER GLEANING AND CONFLICT OR ADDITIONAL STRUCTURE NEEDED, THE TRUSS AND FLOOR SYSTEM 16. TAMPER RESISTANT ARE IN DWELLING UNITS IN ALL AREAS BARRIER - 5/4" BEAMS AND COLUMNS -1 1/2" FORMED CONCRETE BELOW 6RAVE-2" ON EI`MER 51DE OF SUPPORT. INSPECTION, AND BEFORE 6ROUTIN6. COMPANY SHALL NOTIFY THE ARCHITECT/ ENGINEER IN WRITIN6 OF THE SPEGFIG 4. ALL DWELLING ROOMS MUST HAVE HVAL RETURNS. RETURNS MAY BE DUCTED, SPECIFIED IN NEC 2105� FOR 125 VOLT, IS d 20A REGEPTAGLES PER NEC 406.11 2 FOR 125 VOACLE5LT, 4 2oA RE UNFORMED CONCRETE BELOW GRADE-3' AREAS OF CONCERN. JUMPERS OR TRANSFER GRILLES. 10, MARK "C" IN REINFORGIN& COLUMN BETWEEN TWO BEAMS INDICATES THAT STEEL NOTES 5. AND Iq. INTERSYSTEM BONDING TERMINATION FOR CONNECTING INTERSYSTEM BONOIN6 AND 3. REINFORCIN6 STEEL: 6RADE 60 (r-Y=60.000) A5TM A615/A 615M-0q. REINF�IN6 SHALL BE CONTINUOUS THRU THESE TWO BEAMS. TRUSSES TO BE DE516NED TO CARRY LOADS OF ATTIC AHU MI5G. EQUIPMENT• 5. A/G UNITS MAY HAVE CONC. PAD OR OTHER APPROVED MATERIAL EXTENDING ABV. CONDUCTORS 6ROUNpIN6 CONDUCTORS SHALL L BE PROVIDED FOR TV, COMMUNICATIONS, RADIO, GATV, RS "SPECIFICATION COORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE PN ADJOINING GR GRADE OR SHALL BE SUSPENDED A MIN. OF 6" ABV. ADJOININ6 MADE ETC. PER NEC OR (B) 4. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH "THE MANUAL I. STRUCTURAL STEEL SHALL CONFORM TO THE AISG FOR THE DE516N, TRUS5 PRAWING5,TiE BUILDER SHALL BE RESPONSIBLE FOR THE COMPLETE PAD5 SHALL BE A MINIMUM 4'-O"xq'-O" PAD FOR DOUBLE UNIT. OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" AS PUBLISHED FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDING5" . MATERIALS SHALL COORDINATION BETWEEN THE TRU55 MSIISN AND AIR CONDITIONING DE-51ON 20. PER FBG-E 404.1 116HTIN6 EQUIPMENT. A MINIMUM OF 75 PERCENT OF THE MINIMUMO E MENT.LIGHT BY THE CONCRETE REINFORLIN& STEEL INSTITUTE UNLE55 NOTED OTHERWI5E. CONFORM TO THE APPLICABLE A5TM SPECIFICATION AS FOLLOWS: W SHAPES - Agg2/A REQUIREMENTS. LAMPS IN PERMANENTLY INSTALLED N6 SHALL gUBULA a, OTHER 5 5 - A36/A 36M-OFi, PLATES A36/A 36M-08, BOLTS - A 301-14 6. ARCHITECT NOR ENGINEER ACCEPTS ANY RESPONSIBILITY FOR STRUCTURAL BFAM5, PLUMBING NOTES HIGH -EFFICACY LAMPS. 5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY 00/ TUBULAR - ASTM A500/A500M-13 GRADE B (qb KSU SUPPORT ALL LDADS DURING CONSTRUCTION. OOLUf� AND FOOTIN65 UNTIL REVIEW OF APPROVED TRUSS AND FLOOR SYSTEM DRAW N65, 516NEO AND SEALED BY A FLORIDA REGISTERED ENGINEER. 21. BOXES AT LUMINAIRE OUTLETS: BOXES USED AT LUMINAIRE OR LAMP HOLDERS IN A b. DOWELS COLUMN AND WALL REINFORGIN6 TO FOOTING WITH SAME SIZE AND NUMBER 2. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDIN6 SOCIETY 1. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 405, F.B.C. CEILING SHALL BE PE5IGNED FO THE PURPOSE AND SHALL BE REQUIRED TO SUPPORT A OF DONE-5 AS VERTICAL BARS ABOVE. "STRUCTURAL WELDING CODE". ELECTRODES FOR FIELD AND SHOP WIELDS SHALL BE 7. ALL LOAD BEARING PARTITIONS TO BE CONSTRUCT D WITH CLIPS, TOP AND LUMINAIRE WEIGHING A MIN. OF 23KG (50 LB). NEC 31427A. A5.1 A W.S. A5.1 E70XX. EACH BOTTOM EACH STUD• 2 ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE 604.3, FB.G. T. REINFORCING STEEL SHALL BE LAPPED 46 BAR PIA. MIN. WHERE SPLICED AND SHALL 3. DISP051TION OF RAIN WATER SHALL COMPLY WITH F.B.C. PLUMBING CODE CHAPTER 11. 22.PROVIDE ADEQUATE CLEARANCE FOR ELEGTRIGAL EQUIPMENT REQUIRING SERVICE WHILE BE WIRED T06ET ER PROVIDE CORNER BARS SAME 51ZE AND NUMBER A5 HORIZ. BEAM 4. ALL PLUMBING PENETRATIONS MUST BE A MINIMUM 10'-0" FROM ROOF JACKS. ENERSIZED SUCH AS SERVICE EQUIPMENT, PANEL BOARDS, 0I50OR0,T5 ETC. A5 F'ER NEC I1o26 REINFORGIN6 AT EACH FACE. LAP 0 BAR VIA. MIN. 5. CONDENSATE DRAINS MUST BE A MINIMUM OF 12" OFF THE BUILDING. 6. SHOWER COMPARTMENTS AND WALL5 ABOVE BATH TUBS WITH SHOWIER WADS SHALL 23.ALL GFI SHALL BE INSTALLED IN READILY A00CE551BLE LOCATIONS PER NEC 210,b. 5. PLACING ORAWIN65 ON BAR LIET5 SHALL CONFORM TO ACI'S "MANUAL OF STANDARD PROPOSED RESIDENCE FOR: BE FINISHED WITH A SMOOTH, NONA55ORBENT SURFACE TO A HE16HT NOT LESS THEN CODES USED: PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS PUBLISHED BY THE 70 INCHES ABOVE THE DRAIN INLET. CONCRETE REINFORGIN6 STEEL INSTITUTE 'JNLE55 NOTED OTHERWISE. RIAZZ. I LOAD SCHEDULE - FLORIDA BUILDING CODE 61N EDITION (2017) ABBREVIATIONS LOCATION LIVE DEAD T T - FLORIDA BUILDING CODE - RE51DENTIAL 6TH EDITION (2011) GROUND FLOOR 40 60 100 M.G. MEDICINE CABINET 5M5 SHEET METAL 5GREW5 SECOND FLOOR 40 25 65 - FLORIDA FIRE PREVENTION CODE 6TH EDITION WITH NFPA 101-2015 EDITION ABV ABOVE EXT. EXTERIOR M.R.H. MEAN ROOF HEIGHT ST. STIRRUPS TOP CHORD 40 20 - NEC, 2014 AFF ABOVE FINISHED FLOOR F.B.C. FLORIDA BUILDIN6 CODE AHU AIR HANDLER UNIT F.R. FIRE RATED M.T. METAL THRESHOLD STL. STEEL. MAX. MAXIMUM SWITCH BOTTOM CHORD 0 5 BALCONIES 60 25 85 - A.S.GP- 7-10 B.F. BI FOLD FR FRENCH DOOR MFR. MANUFACTURER S.W.O.T. SHEARWALL OVERTIRNIN6 FORGE S. ROOF 30 25 55 B.P. BI PA55 FIN. FINISHED ELK. BLOCK FL. FLOOR MICRO. MICROWAVE Tipp TOPGHORD 30 15 ELK BELOW 6.T. 61RDER TRUSS MIN. MINIMUM TB. THROUGH BOLT MA50NRY OPENINGTM. BOTTOM CHORD O 10 CHORD -ATTIC 10 0 DRAWING INDEX BR6. BEARING A. 6A M.O. T.O.TOTHROU5HH OUT folio 0V*< Nc+Mxetq BEM. BOTTOM ALV. GALLVV ANIZED 5 MONO. MONOLITHIC,T.OBB. TOP OF MASONRY BOND BEAM CLIS. CEILING 6FI 6ROUND FAULT INTERRUPT MTL• METAL T.O.PL. TOP OF WOOD PLATE O.HD. OVER HEAD DOOR T.O.TB. TOP OF TIE BEAM - WIND: 6-I COVER SHEET REVIEWED FOR GNAT CONCRETE MA50NRY UNITS &L. OLA55 COL. COLUMN &'B 6YP5UM WALLBOARD O/C ON CENTER TYP, TYPICAL U.N.O. UNLE55 NOTED OTHERWISE ULTIMATE WIND SPEED = 170 mph. A5-1 511E PLAN CODE COMPLIANCE GONG. CONCRETE GYP. BD. 5YP5UM WALLBOARD P.L.F. POUNDS PER LINEAR FOOT mph. NOMINAL WIND SPEED = 132 h p • A-1 FLOOR PLAN 1 d 2 CSMT. CASEMENT H6T. HEI6HHT P.5.F. POUNDS PER SMARE FOOT UL UNDERWRLABORATORIES VERIFY IN ®® ®® ST. LUCIE COUNTY DEL, DOUBLE HIPS. HOOPS P.5.1. POUNDS PER SQUARE INCH V,I.F. FIELD RI5K GATA60RY = II A-2 ELEVATIONS DIA. DIAMETER MR HOUR P.T. PRE5�5LPRE TREATED WA. WED6E ANCHORS H/ WITH ®® ®® BUILDING DESIGN A5 ENCLOSED OISP. 015POSAL H5 HORIZONTAL SLIDING PART'N. PARTITION A3 SECTIONS d DETAILS DP DE516N PRESSURE HVHZ HIGH VELOCITY HURRICANE ZONE OR. DOOR INS. INSULATION PKT. POCKET WG WATER CLOSET PLYPLYWOOD WD. WOOD ®® ®® INTERNAL PRESSURE GOEFFIGIENT = +/- 0.16 5-1 FOUNDATION DW DISH WASHER TNT. INTERIOR R.O.RA. ROUGH OPENING EXPOSURE CATEGORY = D 5-2 FRAMING PLAN EP. EACH END LIS. LONG S.C. SOLID GORE MEAN ROOF HEIGHT = 22'-0' L ELEC. ELECTRICAL LIN. LINEN 5.6D. SLIDING 6LA55 DOOR 5 2.1 FRAMING DETAILS d SCHEDULES ELEV. ELEVATION LT. LIGHT 5F SQUARE FOOT ROOF DEAD LOAD FOR WIND E.S. EACH SIDE L.T. LAUNDRY TUB � SINGLE � NETTLES ISLAND i n S T L U C I E COUNTY, � L DESIGN TAKEN AT 10 ps.f. 5-4 BRACING PLAN d DETAILS .�/j • E-I ELECTRICAL PLAN . NOTE: THIS STRUCTURE 15 DE516NED IN ACCORDANCE WITH CHAPTER I6 OF THE 20I7 M-1 MECHANICAL PLAN FLORIDA BUILDING GODS AND A51E 7-10. ELECTRICAL SYMBOLS LEGEND PLAN / ELEVATION SYMBOLS LEGEND 2T n � JACK FB LON VOLT. BOX 1 " A.F.F.OGLE AT 12" .F.F. �51DN Y SMOKE DETECTOR 5HEARWALL LABEL Q� DUPLEX REGEPFAGLE/ ARC SINGLE RECEPTACLE FAULT INTERRUPT AT 12" A.F.F. T T HiVAG ❑� THERM05TAT BO TION sn SMOG O DETECTOR 1 DETAIL &ROUT FILLED CELL SEE ®% POTSHELF HEIGHT �� ����� DEDIGAT� # INTERIOR FOUNDATION PLAN A5 NOTED ?Q�6 DUPLEX RECEPTACLE SINGLE RECEPTACLE Q INTERCOM ev Od PADDLE Hy OR No/AL 6HT �p�T C� 4 Dwc. 2 ELEVATION B-# BEAM LABEL AT BASE DEDICATED 5WITGHED AT 60" A.F.F. FAN ESCEN 3 POURED 6HHTT SOFFIT ����A c DUPLEX RECEPTACLE 6" ABV. COUNTER �YD SINGLE REGEPFAGLE SECURITY UNDERGOUNTR � L16HT ET EXHAUST FAN F L /LIGHT COMBO # DETAIL CONCRETE 000# MAX. T5 CONNECTOR COLUMN HEIAS NOTED I DEDICATED KEYPAD LABEL $F1 DUPLEX RECEPTACLE INTERRUPT DUPLEX RECEPTACLE- ARC c DOOR �� FLOURE5GENT LIGHT FIXTURE IN CCSPEAKER Dwc. SCALE O POOR LABEL To 0 FRAME �N6 SEE FAULT INTERRUPT • 12" A.F.F. CHIME CONSTRUCTION CONSTRJGTION - PLANARCHO DUPLEX RECEPTACLE c AT 6" ABV.000NTER PUSH LIGHT LV DOOR # REVISION DUPE RECEPTACLE �GFI 6ROUND FAULT INTERRUPT �BOTTON TOP R.W.EGSWITCHED FIXTURECL.6. FIXTURE GL6. MUTED. P� �� # SECTION" ",: a FIRE RAZED � ' "" BEARI�CTF ARC FAULT INTERRUPT&HT 7 Dwc. SCALE WINDOW LABEL ON ® MALL DUPLEX RECEPTACLE 5WITCH � TELEPHONE ET � FIXTURE WALL.MNTED. VOLUME Q ry TOP REG. SWITCHED ® AT 12" A.F.F. . CONTROL DUPLEX RECEPTACLE SINGLE POLE TwP WATERPROOF S 5WITGH TELEPHONE OUTLET ® HI HAT GL6. MOUNTED SWITCH _ _ _ _ NORTH ARROW FRAME CONSTRUCTION MA50WY CON5TRIJCTION T C - - - - ] ABOVE OR BELOW TYPICAL GFI r a FLUSH IN FLOOR � DISCONNECT # SECTION &ROUND FAULT INTERRUPT THREE WAY DWG. SCALE N"uc DUPLEX RECEPTICLE 5WITGH DATA ® HI HAT VAPOR PROOF G# COLUMN LABEL 16HT THESE PLANS WERE PREPARED II UNDER GOUNIIFR �a FOUR WAY ® LINE ® PANEL BREAK LINE ELEV OHAN� G.V. RECE55ED USING THE 2017 FLORIDA QUADRUPLEX RECEPTACLE �D CENTRAL VACUUM OO Y F.P.dL.METER EYEBALL � ° DI�IMMER RECEPTACLE d DISC. BUILDING CODE 6TH ED. - DUPLEX REGEPTAGLE �I< SW � LI6HT51TM cH CARBON MONOXIDE ❑ LRANSFO # INTERIOR ELEV. �# FOOTING LABEL SCALE �^� GRAPHIC SCALE O'-0" FIN. FL SLAB FLOOR &DALE:,,&"=,-0„ ELEVATION 1 BUILDING AND ASCE 7-10. FLUSH IN FLOOR KEYD ME TRANSFORMER date designed PAR drawn PAR checked 56 date 6/12/20 scale 1/4" = 1'-0" U.N.O. job no. 20-0005 . RIA QUA QUANTUM ENGINEERING ASSOCIATES INC. Sl cWralEhgineeNng& Cost Segregation 300 AVENUE OF CHAMPIONS SUITE 260 PALM BEACH GARDENS, FLORIDA 33 18 W W VQEASSOCIATES.COM V Shawn M. Stambaugh, PE FL. LTC. 61850 - C.A. 26210 U o Z oof W zao J . U- C/)" Cn Z F- NN ct 0 W N zW � , J O project V J - UJ J � W L, to CY U W - IM l7 z z C9 H✓ LL _ W Ld C1 0 Q Z 0 0 Mry ill p drawing COVER SHEET sheet G-1 revisions no. date �d) 00'S9 'D„00,0Co0 � 8 N 8'-V 5ETBAGK (d) 00'S9 .• \ \ \ \ \ \ \ 10^Q" 5ETBACK \\ \ \ \ 20\ \ &-b'x W-0- PARKING \ \ \I � 8'-O'x 18'-0- PAMW A \ ' 3,,00,0Co0 V N oc T E PLAN\\ CALE: 1/1611 = 11-011 2nd LOOK SHOWN designed PAR drawn PAR checked 55 date 6/12/20 scale 1/4" = I'-0" U.NA. job no. 20-0005 . RSA QUA QUANTUM ENGINEERING ASSOCIATES INC. StrmcturalEngimeenmg& CostSegregahon 300 AVENUE OF CHAMPIONS SUITE 260 PALM BEACH GARDENS, FLORIDA 33 18 Shawn M. Stambaugh, PE FL. UC. 61850 — CA 26210 LLJ U o Z W o W C) z� J L.L //1 Vi � C Z �O W U N Zw N N� �-+— JJ U) project V J LLJ W D W U_ � Z > O 0� u W - I zZ LL � 4 W 0 p z -C! 0 W p drawing SITE PLAN sheet AS-1 revisions no. date B PLUMB H05E BIBB ON DOCK NOTE TO 6.G. NOTE: 6.C. SHALL ASSUME RE5PON51BILTY FOR ALL ALL WINDOWS 4 DOOR GLAZING TO BE MASONRY/ROU6H OPENING SIZES AND SHALL VERIFY IMPACT RESISTANT 4 LOW-E INSULATED. WITH PRODUCT SPEG.'s BEFORE OON5TRUOTION. WINDOW SCHEDULE MARK TYPE STYLE SIZE D.P. NOTES W H 001 SHH34 SINGLE HUNG 2'-3 1/4" 4'-2 3/4" 49.87 66.77 002 SH24 SINGLE HUNG 3'-1" 4'-3" 49.87 54.09 003 SH 4064 SINGLE HUNG 4'-0" 6'-4" 46.90 51.12 004 SH 4064 SINGLE HUNG 4'-0" 6'-4" 46.90 60.83 005 T.G. PICTURE 4'-0" 6'-4" 46.90 60.83 006 T.G. PICTURE : 4'-0" 6'-4" 46.90 60.83 007 SH 2864 SINGLE HUNG" 2'-8 3/4" 6'-4" 48.55 64.14 008 SH 2864 SINGLE HUNG 2'-8 3/4" 6'-4" 48.55 52.78 009 ARCHED F.G. PICT ARCH 2'-2 1/2" 4'-2 1/2" 49.87 54.09 010 T.G. PICTURE 2'-6" 2'-0" 149.87 66.77 011 SH 12 SINGLE HUNG 1'-10" 2'-4" 49.87 54.09 012 T.G. PICTURE 4'-0" 6'-4" 46.90 60.83 013 T.G. PICTURE 4'-0" 6'-4" 46.90 60.83 014 SH 4064 SINGLE HUNG 4'-0" 6'-4" 46.90 60.83 015 SHH34 SINGLE HUNG 2'-3 1/4" 4'-2 1/2" 49.87 54.09 016 SH12 SINGLE HUNG 1'-7 1/2" 2'-2" 49.87 54.09 017 SH13 SINGLE HUNG 1'-7 1/2" 1 3'-2 1/2" 1 49.87 1 66.77 DOOR SCHEDULE MARK STYLE DOOR D.P. NOTES WD HGT + - 001 DOUBLE 6'-0" 6'-8" 44.65 48.88 MAIN EGRESS DO NOT SHUTTER 002 SLIDING DOUBLE EXTERIOR 8'-0" 6'-8" 44.65 48.88 W/LOWRISE TRACK 003 SINGLE 214" 6'-8" 004 POCKET 2'-8" 6'-8" 005 SINGLE 2'-6" 6'-8" 1-LITE FROSTED 006 DOUBLE 5'-0" 6'-8" 45.81 50.03 FR DR 007 SLIDING DOUBLE EXTERIOR 8'-0" 6'-8" 44.65 48.88 W/LOWRISE TRACK 008 SINGLE 2'-4" 6'-8" 009 SINGLE 2'-8" 6'-8" 010 SLIDING DOUBLE SHOWER 5'-2" 6'-8" 011 POCKET 2'-6" 6'-8" 012 POCKET 2'41 6'-8" 013 SINGLE 2'-6" 6'-8" 014 SLIDING DOUBLE 6'-0" 6'-8" 015 SINGLE 2'-8" 6'-8" 016 POCKET 2'-6" 6'-8" 017 SHOWER 2'-0" 6'-8" PRODUCT P.A. FL / NOA EXP. DATE MODEL MANUP. 5LA55 ATTACHMENT METHOD BLDG D.P. PRODUCT D.P. SINGLE HUNG (SH) 11-0630.0E 544-7700 P&T IMPACT I-A/4' X I-5/4" MIN. EMBED. TAPOONS 0 6"/171' OG SEE WINDOW SGNED. 3 i0.0 FI)WISLASS 16-0430.05 701/720/2,20 POT IMPACT I-A/4" X 1-3N AIN. EMBED. TAPOON5 0 6"/12' OG SM WINDOW SGHED. 160.0 (PW I SLIDING GLASS 11-0420.12 2/17/2020 770 PET IMPACT IT.G.'5 X 1-5/4" MIN. EMBED. TAPGON5 0 5"/I5" SEEWINPOW SC 140.0 PSF D MULLIONS 17-0630.01 1 x 2.75 - EXT. PET 1/4' X 1-50' MIN. EMBED. TAPOONS (4 PER CLIP) SEE WINDOW SC+EPULIf 1110.0 P5F x 0.316 SOFFIT 5TK40 5MARTVENT FL 5622.1 1540-510 SMARTVENT SEE PROD 5PEG.S FOLD BACK TA55 INTO MORTAR 5EE FORM 100 + 100.0 P5F JOINT5 - 100.0 F5F EXT. DOORS FL 7650.1 R7 EXTERIOR THERMA-TRU IMPACT 1/4" T.G. W/2-3/4" MIN. EMBED T.G:'s MIN. SM DOOR 5CHLD. i 50.0 P5F " &'-0" FR 17R SMOOTH STAR a 4" O.G. ROOFING MATERIAL 5.M.5. 5546.1 R9 4/29/24 PANS CIVTOM 2" ROOFING 5CREW5 • 12" O.G.. SEE FORM 100 i 67.E P5F DSLM 1,15-150 METAL ROOF FL 14311.1 -RIO 5/21/2020 METAL SEAL BORAL PEEL. 4 STICK SEE FORM 100 - 1085 UNDERLAYMENf ROOFING designed PAR drawn PAR checked 55 date 6/12/20 scale 1/4" = 1'-0" U.N.O. job no. 20-0005 . RIA QUA QUANTUM ENGINEERING ASSOCIATES INC. JawlnralEngineering & Cast Segregation 300 AVENUE OF CHAMPIONS SUITE 260 PALM BEACH GARDENS, FLORIDA 33416 W" .oEAseo Ma Im.00M Shawn M. Stambaugh, PE FL. UC. 61850 - C.A 26210 W U z W �, � ® zO ai LL CQ >- W LLI F- Q N z: W REVIEWED FOR nl �- J CODE COMPLIANCE C ST. 'LUCIE COUNTY BOCC project 1LJ. to w L3 N u w - rn � z z LL � W CY o G •rawing FLOOR sheet A-1 revisions no. date 36" HIGH RAILING IWFICKETS SPACED TO REJECT A 4" VIA SPHERE 56' HIGH RAILING W/PICKETS SPAGED TO REJECT A 4" VIA SPHERE REAR ELEVATION II�iVl�l HLLI I Eli I 01, 22--0" MAX. HT. PER N.I. 6'-b" T.OBB. '-O" VAULTED) 15ED SMOOTH BAND 1-116H RAISED SMOOTH BAND T.O_2ND FLR T-0" US. HT. 15ED SMOOTH BAND SMOOTH BASE FIN. FL. SLAB 0 MAIN HOUSE wJ LEFT ELEVATION PER N.I. 4" HIGH RA15ED SMOOTH 5TUGG0 BAND 10'-6" TA_2ND FLR 9'-O" CL6. HT. 6" HIGH RAISED SMOOTH STUCCO BAND 9 22'-0" MAX. HT. PER N.I. W-6" T.O.B.B. W-O" VAULTED) COFEN (OPEN RIGHT ELEVATION III II�,'1IJ ill�1 ,II��II,�� —tea• 7wa;ff lIC■Ir-.��.I� FIN. FL. 4 5LAB o U MAIN HOSE — — — — 0 6ARAOE — — ALL WINDOM ARE LOW-E IMPACT RESISTANT. ALL DOORS ARE IMPACT RE515TANT REFER TO PRODUCT APPROVAL AFFIDAVIT FRONT ELEVATION 36" HIGH RAILING tWPICKETS SPACED TO REJECT A 4" VIA SPHERE 10'-b" TA_2ND FLR 9'-0' CL6. HT. 56" HIGH RAILING VKUPIGKETS �—SPACED TO REJECT A 4" VIA SPHERE RAISED SMOOTH 5TUGC) BASE 0' 11-0FIN. FL. 5LA8� 0 MAIN HOUSE O 6ARA6E 22'-0" MAX. HT. PER N.I. Ill 5.MG.6ALV. METAL ROOFING I8' b' TABB. (8'-0" vAULTW) IEWED FOR CODE COMPLIANC' ST. LUCIE COUNT) 4" HIGH RAISED SMOOTH BOCC —T STUCCO BAND 36" HIGH MIN RAILING, —KIPICKETS SPACED TO REJ:CT A 4" DIA SPHERE PER CODE 10'-6" T.O_2ND FLR FILE COPi 10" / 5" HIGH RAISED SMOOTH 5T0000 BAND W HIGH RAISED SMOOTH STUCCO BAND 4" HIGH RA15ED SMOOTH STUCCO BAND RA15M SMOOTH STUCCO BASE _ O'-0" FIN. FL. 5LA13 0 MAIN HOUSE � 0 6ARP16E designed PAR drawn PAR checked 55 date 6/12/20 scale 1/4" = 1'-0" U.N.O. job no. 20-0005 . RIA Q L- A QUANTUM ENGINEERING ASSOCIATES INC. sft.tu AlEnglne v& C.,5,vw u,d 300 AVENUE OF CHAMPIONS SUITE 260 PALM BEACH GARDENS, FLORIDA 33418 Shawn M. Stambaugh, PE FL UC. 61850 — CA 26210 W U a W o ® L'_ G- — J_ Cf' >- W ui a_ �-- UJ N :2- w N 0_ C; can project z, UW � U Ln Ix U W — EO Q z z r9_ LLLL ill < W ly L� / z U W 0 drawing ELEVATIONS sheet A-2 GONG. OR MA50NRY 2x4 P.T. BUCK 5E7 IN SEALANT FASTEN W/ 1/4" VIA. x 2-5/4" MI TAPCONS 4" FROM o -� 'o CORNERS 412" O/G MAX 0 0 DOOR TRIM DOOR FRAME FASTEN TO BUCK W/ (2) #10 SAW. x 2-1/2" SCREWS 0 21-0" 0/0 DOOR TRIM PERIMETER SEALANT STUCCO FINISH HEAD/JAMB DETAIL (DOOR) STUCCO FIN15H PERIMETER SEALANT CONC. OR MASONRY Ixb P.T. BUCK SET IN SEALANT AND NAILED W/I-1/2" CASE HARDENED po COIL NAILS AT 12" 0/G. 0 0 o MAX. qrDRYWALL BOARD CAULKING DOOR FRAME FASTEN THRU BUCK W/ (2) 1/4" T.G x 1-5/4" MIN EMBED 0 5'/13" O/G JAMB/HEAD DETAIL (5.G.D.) DOOR THRESHOLD SET IN BED OF CAULK 4 FASTENED TO SILL hV #8 x 1 1/2" SCREWS 0 16" 0/G PERIMETER SEALANT FLOOR COVERING ..o - .0 0 o I o o. O . 'O. �Ils GONG. FLOOR SLAB PERIMETER SEALANT STLkC00 FIN15H SILL DETAIL (DOOR) DOOR FRAME FASTEN TO BUCK W/(2) 5/I6"x 2-1/2" TAPCON 50REW5 o 2'-O' O/C, FLOOR COVERING 0000 O 0. Ct6ROUT BED CONCRETE SLAB SILL DETAIL (S.G.D.) ALUMINUM FRAME SECURE FRAME TO SILL WITH SILICONE D Oo PRECAST OR POUREDSILL W1 #5 BAR 10 PERIMETER SEALANT SILL DETAIL (WINDOW) CONC. COLUMN NJEATHER 5TRIPPIN6 BY DOOR MANF. GARAGE DOOR 6ALV. STL. VERT. TRACK BY MANF. FASTENED TO TRACK PER PROD. APPROV. SPEG.S 6ALV. STL. TRACK BRACKETS FASTENED TO WOOD JAMB PER PROD. APPRV. SPE0.5 2x6 MIN. P.T. ATTACHED TO COLUMN W/ 1/2"x 5-1/2" REDHEADS W/2" DIA. xYs" Tw WA5tHERS ® 2'-0" 0/G VERT. (b" MAX. FROM ENDS) AMB DETAIL (GARAGE DOO ALUMINUM FRAME, FASTEN TO STRUCTURE THRU BUCK IN/ 5/16" TAPCON SCR '45 0 12" 0/0. MIN. 1-1/4" EMBED PERIMETER SEALANT STUCCO FINISH GONr, OR MASONRY Ix4 MIN. P.T. BUCK SET IN SEALANT AND NAILED WI-1/2" CASE HARDENED COIL NAILS AT 12" 0/G. MAX. DRYWALL BOARD CAULKING JAMB DETAIL (WINDOW) \_ALL EXTERIOR GEILINS MATERIAL TO BE HY-RIB LATHE AND STUCCO FASTENERS AT 24" O.G., EITHER 1-5/4" MIN EMBEDMENT ROOFING NAILS WITH 10' SHANK AND 3/8" HEADS OR STAPLES WITH 1-3/4" MIN EMBEDMENT LE65 4 1/I6" (16 GAGE) EXT. PORCH CLG DET. #1 EXTERIOR GMU WALL -•gyp/ % ' \� II',� ----•• 00 00-1 i� 'r4 O N.T.S. (2) #10 S.M5. TOP 4 BOTTOM B EACH 5W FIN15HED CEILING - SEE TYP. WALL SECTION CONT. 25 &A16E METAL TRACKS TOP 4 BOTTOM WV (1) #10 5M5 0 24" O/C 2X4 STUDS o 16" 0/0 I/2"TYPE GYPSUM WALLBOARD O APPLIED VERTICALLY 4 ATTACHED W/ 1" LONG BUGLE HEAD SCREWS TO EACH SIDE O 12' 0/G GONT. 25 6AGE METAL TRACKS TOP 4 BOTTOM WP.T. 2X4 BOT PL. CONC. FLOOR SLAB 1/4" 3-1/2" TAPGON5 0 24" O.G. OR HILTI PIN5 .145" DIA x I'Le. O 16' O/C W/ IN WA51iER5 TYPICAL INTERIOR PARTITION SCALE 3/4' _ /' O" (2) 010 5.M5. TOP 4 BOTTOM o EACH 5W FINISHED GEILIN6 - SEE TYP. WALL SECTION Ix4 BLOGKIN& 0 CABINET LOCATIONS. FASTEN EA. END TO 57UD5 W/ (2) #10 S.M.5. EA. END 2X4 57W5 m I6" O/G 1/2' TYPE GYPSUM WALLBOARD O APPLIED VERTICALLY 4 ATTACHED W/ 1 " LONG BUGLE HEAD SCREWS TO EACH SIDE 0 12" 0/. CONT. 25 6AU6E METAL TRACKS TOP 4 BOTTOM WPT. 2X4 BOT PL. CON., FLOOR SLAB 777 1/4' 3-1/2' TAPCON5 0 24" O.G. OR HILTI PIN5 .145" D1A x I' L6. 0 16"O/C W/1"WA5HER5 TYPICAL INTERIOR PARTITION ALONG CABINETRY BACKING SCALE 3/4' = P-O" Ix MIN. P.T. BUCK SET IN SEALANT AND NAILED W/ I-1/2" CASE HARDENED COI NAILS AT 12" 0/0. MAX. GONG. OR MASONRY "DRYWALL BOARD GAULKIN6 ALUMINUM FRAME, FASTEN TO STRUCTURE THRU BUCK W/ 5/I6" TAPCON SCREW5 o 12" O/C, MIN. 1-1/4" EMBED IMETER SEALANT STUCCO FINISH HEAD DETAIL (WINDOW) HANDRAIL SOUTHERN Y. PINE #1 TYPICAL I-T/I6"xI-'fA6" PICKET — SOUTHERN Y. PINE #1 SPACED TO REJECT v A 4" SPHERE (Fb IN IT50 psi) TYPICAL m #12x3" W. 50REW5 TOP 4 BTM. TYP. W , GER FOR WALL MOUNT HANDRAIL DETAIL m #120" IND. rc SCREWS TOP 4 Er BTM. 0 16" 0/0 (ONLY APPLIES TO CONNECTION TO HP. FRAMING. DOES WOOD FRAMING NOT APPLY TO STAIRS GUARDRAIL DETAIL COVER ALL CONDITIONS TOP 2x WOOD OR PVC PICKETS SPACED TO REJECT A 4' DIA SPHERE BOTTOM RAIL #12x3" WD. n 511, TOP 4 `r BTM. TYP. v- m `* m CONNECTION TO WOOD 5TAIR5 GUARDRAIL DETAIL - TYP. 1/4" THK xb"xl2" STL PLATE WELDED TO TOP LEFT AND TOP R16HT SIDES OF 5TL ANGLE BOX. SECURE W/(2)5/8" DIA) WA. 0 8' O.G. INTO EACH PLATE, 4" MIN EMBED TYP, THRU-OUT 1/4" THK x2"x2" STL ANGLE WELDED INTO BOX SHAPE ADD DIA60NAL5 -1 EACH 51DE FAAIINTA L SURFACES FOR RUST `-I/4" THK STL CENTER RIB /4" THK 5TL BASE BOLTED TO WALL (5/8" DIA) WA. 12" O.G. (3 MIN) SIZE OF BASE TO BE DETERMINED BY 6.G. 13 A/C SUPPORT DETAIL pgE-EN6. WOOD ROOF TRU555 024" 0/G TYPICAL &APPROVED 6ALV.TRU5S ANCHORS SEE FRAMING AND BRACING PLAN R-1q 5UGRASEAL SPRAY FOAM - INSULATION. (SEE ENERGY GALL) PRE-EN6. WOOD ROOF TRU55'S 024 0/C TYPICAL KIAFFRDVE12 5ALV. TRU55 ANCHORS SEE FRAMING AND BRAGIN6 PLAN R-M SUGRA5EAL 5PRAK FOAM INSULATION (SEE ENERGY GALGS) s _ u revisions no. date I" STANDING MTL SEAM ROOFING OVER PEEL 4 STICK MEMBRANE ROOFING OVER Iq/32" EXT GRADE GDX PLYWD. FASTEN MTL ROOF PER MANUFAGT. 12 51FEGIFIGAnow, FOR ITO MPH WIND PER FB.G. 201T 6TH SEE ELEV EDITION (SEE DIAPHRAGM SCHEDULE FOR NAILING PATTERN RAIN GUTTER - TYP ALL AROUND -(NOT TO EXCEED PROP. LINT) PER NETTLES ISLAND RE65 4 CODES. 1 GONTIN. SAW. MTL DRIP OVER 2x6 WOOD 1/2" (MIN) SA6 RESIST. GYPSUM FASCIA 5E0URED TO TRU55 ENDS. BOARD APPLIED TO UNDERSIDE OF 1 • USE VINYL COVERED FASCIA TRU55E5 la FIRE STOP TYPICAL BOND BEAM. REFER TO j FLOOR PLAN FOR BEAM SCHEDULE. 1 . CORNER BARS MIN LAP 25" i B WALL SECTIO, ZERO SIDE OF HOUSE SCALE: 3/4" = 1'-0" 1" 5TANDING MTL SEAM ROOFING OVER PEEL 4 STICK MEMBRANE 12 ROOFING OVER 11/52" EXT 6RADE GDX PLYWD. FASTEN MTL ROOF Q SEE ELEV. PER MANUFAGT. SPECIFICATIONS FOR 110 MPH WIND PER FB-G. R (5EE 6th EDIT. (SEE DIAPHRAGM SCHEDULE FOR NAILING PATTERN 5/8" (MIN) 6YP5UM 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" &YP5UM BOARD OVER Ix2 P.T. FURRING 0 16" O/G OVER 5/4" THK FOAM BRD INSULATION. R-5.0 MIN. R-q CORE FILL FOAM IN EXTERIOR BLOCK. 5/4" T46 PLYWOOD FLOOR 6LUED 4 NAILED O PRE-ENGINEERED FLOOR TRUSSES 0 SPACING SUPPLIED BY TRU65 MANOR FLOOR TR155E5 SEE TRUSS MANOR DRAWIN65 FOR DEPTH 4 SPACING —�Fl-�� 4 SEE FRAMIN6 PLANS FOR ADDITIONAL STRUCTURAL DETAIL AND INFORMATION 1/2' SAS, RESIST. GYP. BRD. APPLIED TO UNDERSIDE OF TRU55E5-TYP.- (Vb' THK TYPE 'X' 6YPSUM BOARD 0 6ARA6E GLG MIN -WHERE REQUIRED) FIRE 5TOP- 1/2" 6YPSUM BOARD OVER Ix2 P.T. FURRING 0 16" 0/G OVER 5/4" THK FOAM BRD INSULATION. R-5.0 MIN. APPLIED WOOD BASE FIN. FLOOR TO BE AT OR ABOVE FLOOD HEIGHT STRUCTURAL GONG. SLAB ON b MIL VAPOR BARRIOR OVER GLEAN, WELL COMPACTED TERMITE TREATED GLEAN SAND FILL. 1 501L FOR TOP OF BOND BM. SEE ELEVATION-5 -CONTIN. &ALV. MTL DRIP OVER 2xb WOOD FASCIA SECURED TO TRU55 ENDS. -U5E VINYL COVERED FASCIA AND STUCCO OVER DENSE 6LA55 6OL12 SEGURRED TO TRUSSES AT SOFFIT NAILS 0.12 DIA. SHANK 3/6" DIA HEAD 1-1/2" LONG 0 6" O.G. MITE) 5/6" STUCCO FINISH (2 GOATS) OVER 5" CONC. BLOCK W/ (1) 05 BAR VERT, IN GONG. FILLED CELL AS PER PLAN MIN LAP 30 DIAMETERS 2 ND FINISHED FLRaEv SEE ELEVATIONS _R-Iq IN FLOOR SYSTEMS SUGREASEAL SPRAY FOAM OVER 6ARA6E NOTE: ALL WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT 6REATER k200 A5 FER FBC R 201T 6th EDIT. INSULATION MATERIALS, INGLUDIN6 FAoN65, SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR-GEILIN6 ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 200 WITH AN AGGOMPANYIN6 SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 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 0.12 WATT PER SQUARE CENTIMETER. EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED ON THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WALLS SHALL COMPLY WITH SECTION R516 CONCRETE BOND BEAM SEE BEAM SCHEDULE FOR SPECS NOTE: R102.5.1 MATERIALS. ALL 6YP5UM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM G 56, C -Iq, C 4"15, G 514, C 650, G 951, C q60, G 1002, G 1041, G 1177, C 1IT6, G IZ6, G Sq5 OR C 1346 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PWV1510NS OF THI5 SECTION. ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO A5TM G 551. 5/8" STUCCO FINISH (2 COATS) OVER 6" GONG. BLOCK W/ (I) #5 BAR VERT. IN CONC. FILLED CELL AS PER PLAN MIN LAP 30 DIAMETERS NA.VD. 5.5 FT FINI5 W FLOOR o FLOO VERIFYW/5URVEYINFORM z 4 STUCCO STOP AS REQUIRED w BY LOCAL BLV6 DEPARTMT AND PER F.B.C. 20116th EDIT. 6RADE eBUILDING WALL SECTION A -A SCALE 3/4' = 1'-0" TRU55 COMPANY TO FOLLOW THIS WALL SECTION TO DE516N THE OVERHANG CONDITION REVIEWED FOR BODE COMPLIANC ST. LUCIE COUNTY EOCC FILE COPY NOTE: R702.4.1 GENERAL. CERAMIC, TILE 5URFAGES SHALL BE INSTALLED IN ACCORDANCE WITH ANSI A105.1, A108.4, A1085, AIObb, AIO&II, A118.1, A10.3, A136.1 AND A131.1. RT02.4.2 CEMENT, FIBER -CEMENT AND &LASS MAT 6YP5UM BACKERS. CEMENT, FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS IN COMPLIANCE WITH A5TM C 1288, G 1525 OR C 1IT6 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN 5HO1,ER AREAS. USE FIBER CEMENT TYPICAL WHERE FIBERSLAS5 PREFAB UNITS ARE NOT INSTALLED. designed PAR drawn PAR checked 55 date bA2,120 scale 1/4" = 1'-0" U.N.O. job no. 20-0005 . RIA QUA QUANTUM ENGINEERING ASSOCIATES INC. • Sl om pal Engineenng & Cost Segregation 300 AVENUE OF CHAMPIONS SUITE 260 PALM BEACH GARDENS, FLORIDA 334f8 Shawn M. Stambaugh, PE F- UC. 61850 - CA 26210 UJ U o Z LIJ o� 0 Q LL (n �vJ+ UJ N Z W H ry �O N W U ZW N N � Q � � 0� O N project EJ -J Z J W W � Cl } Q p J W — Ul U Z Z U9 1-- ILL K"L (l1 Q j W � z Ln LU 0 drawing SECTIONS & DETAILS sheet A-3 revisions no. date VTR 2 JiL I VIP JIL 3� WC M. BATH I � I ATTIC UPI To ZRD BATH 2 �p.3, Jly, VTR I I Rp�D 4' TD MAN PLUMBING RISER DIAGRAM sc� NOT TO SCALE (1) 5ET5 OF 0) #2/0 AW6. THM IN 1-1/2" CONDUIT (05ET OF 0) #2/0 Ak 6. TfM IN 1-1/2" CONDUIT METER q" Oii� PANEL 200 A 1 #4 CU. &NO. !^TIRE TO COLD RATER PIPE AND 1-340 6DX 10' CU SUPPLEMENTAL GROUND ROD AND TO ONE REINFORCEIN6 BAR IN THE FOUNDATION 20'-O" 1ON6 MIN. ELECTRICAL RISER DIAGRAM 200 -AMP PANEL'A' 100% GALL. MKIR WIRE 51ZE DESCRIPTION # # DESCRIPTION 5izIE WI R GALG. 100% 10,000 .................... A 042) R #6 .... AHU #1 ........... . 1 5 2 . 4 CU#I ......... I. #6 .... R ................... 0-(2) A A - 5,000 ........... 50-(2) R #10 .... DRYER ........... . 5 '7 6 . 6 RANGE ........... #6 R .................... 0-(2) 12,00 - - - 2,-100 20-2 R #12 DISHWASHER DISPOSAL 0110 II DED DEHJMID #12 R 2041) 1,500 - 12 WA5HER #12 R 20-(I) ISOO - - 11500 20-0 R #12 REFRI6. 151141 MICROWAVE MD #12 R 20-(1) 1,500 - - 1,500 20-(I) R #12 APPLIAWE 1516 WP 6FI #12 R 20-(1) 1,500 - B 412 15-0U R #14 BREAKFAST I"I IH KIT04EN LTG. #14 R 15-0U 412 1 B B 412 15-(1) R #14 LIVING RM 14120 SMOKE DET. #12 R 20-60 400 - B 412 15-(1) R #14 LIVIN5 RM 2122 M BATH #14 R 1541) 412 B B 412 15-(1) R #14 LIVING RM 2524 FLD005. #14 R 15-(1) 412 B - 1500 20-(I) R 1 #12 I.G. / ALARM 2526 M BATH #14 R 15-(1) 412 B B 412 15-(I) R #14 BEDRM 2712al M BATH #14 R 1541) 412 B B 412 1541) R #14 BEDRM 21151 DOCK LIGHT #14 R 15-0U 500 - 1,500 20-(1) R #12 ROLL UPS 515 TANKLE55 ........... kgATER HTR #a ......................... R -(2) 6,500 - - - - - - SPARE 35 5 - - - - - SPARE 5 TANKLEGS ........... HATER HTR #5 .... R .................... 42) 6,500 - - - - - - SPARE 5,15 - - - - - SPARE 511 5PARE - - - - - - - - - - SPARE 41 4A SPARE - - - - - 10j0001 16,112 1 1 A.I.G. RATING 10,000 53,960 - TOTAL ALL PANELS 50.152 Ist 10,000 at 100% 10,000 REMAINDER AT 40% I6,052.8 A/C, LOAD AT 65% 6,500 TOTAL = 52552.5 / 240 = 135b5 AMPS PULL SIUDOR V ti ENT :N 6.0. SHALL COORDINATE W/OWtM ALL 6ERNERATOR POWER REQUIREMENTS 4 PANEL CONFIGURATION FOR ADDING A PORTABLE EMER6ENGY 6ENERATOR ELEGTRIGAL NOTE5: A. (MEAT 5TRIP LOAD 6OVERN5 OVER CONDEN50R UNIT LOAD. 8. 6ENERAL L16HTIN6 CALCULATED o 1,512 (So1`7) x 3 (NIATTS/w.FT) = 4AM/ II (6ENJ T6.GIR) = 412.36 (WATTS/EA) C. CONDUIT SIZE. D. SEE 5U9-PANEL GALOULATION5. R BRANCH CIRCUITS RUN IN ROhEX. A.I.C. CALCULATIONS (2 x 40 x 26,1,14)/(5000 x 240) = 1.75 I/1 + 1.75 = .36 .56 x 26,144 = 9525.09 A.I.G. OF SERVICE = 9525.09 A.I.G. RATING OF PANEL = 10,000 rNO,�,E.---------7 GENERAL CONTRACTOR TO COORDINATE FINAL HVAG LAYOUT WITH TR55 I COMPANY BEFORE TRU55E5 ARE BUILT. — — — — — — NOTE: ALL BEDROOM5 MUST HAVE ARC FAULT INTERRUPTION L--------- J 61-6 DUP FOR ROLL ON ELECTRICAL SYMBOLS DUPLEX RECEPTACLE AT12mDETECTOR NINSLE SIPOLE 4 I I JACK PREWED sD SMOKE g 4 D15G.. �$ AT BASEREGEPTAGLE S3 SW�ITCHAY AT 12"220 A.F.F. AGLE I� 015CONNECT ® BREAK R PANEL Q� DUPLEX RECEPTACLE SWITCH QT HVAC PADDLE FAN g EXHAUST 11 C AT,5" ABV. COUNTER �4 FOUR WAY THERMOSTAT NU OR WO/ LIGHT FAN GFI DUPLEX RECEPTACLE FLUSH IN FLOOR DUPLEX RECEPTACLE GROUND FAULT R D 5WITCH RHI05TAT 5WITGH DIMMER O M ® INTERCOM (MASTER) AT 60" A.F.F. TELEPHONE OUTLET AT 12" A.F.F. z FLOURESGENT L16HT FIXTURE INCANDESCENT L16HT FIXTURE GL6. MNTED. FL p(� EXHAUST FAN LV DOOR RELEASE DUPLEX ACLE5WKEIYTC TOP REC. SWITCHED �K FLUSH TELEPIN FLOOR FIXTURES ALLTMNTED. oY I VOLUME CONTROL QDwp DU��GOFFPTAGLE KEYPAD INNCL6� ® GL6. MOUNTED RECEPTACLE /I� ��uc DUPLEX RECEPTACLE UNDER COUNTER UNCTION BOX L�.� SECURITY LJ LI6HT5 ® HI HAT VAPOR PROOF ® LOW VOLTA6E TRANSFORMER CFI II c 5FI DUPLEX REGEP. AT W ABV. COUNTER © DOOR CHIME RECESSED EYEBALL FLUORE`50ENT FB CEILIN6 MTV. FAN BOX O INTERCOM (SLAVE) STATION p DOOR PU5HBUTTON ® wa GWFI hEATHERPROOF ON RECEPTACLE STRIP FIXTURE ® 220 VOLT OUTLET ON LIGHT APPROX 56" ABV DN LIGHT APPROX 56" ABV DN LIGHT APPROX 36" ABV ON L16HT APPROX 36" A13V GL6 DN LIGHT PLUMB HOSE BIBS ON �DOCK IH \ // — \ NOTE: / 6ENERAL CONTRACTOR TO COORDINATE \� FINAL. HVAG LAYOUT HITH TRU55 COMPANY BEFORE TRUSSES ARE BUILT. GL6 DUP FOR ROLL DN REVIEWEL: )DE COMPLIANT r. LUCIE COUNT BOCC designed PAR drawn PAR checked 55 date b/9/20 scale 1/4" = I'-O" U.N.O. job no. 20-0005 . RIA W U o Z W of 0 ao J - N C Z H F-O "u N Z W N CV � Q � J 1— � U) project z t ' - J W W C7 Ln W U (i\i! W W U z z LL N Q r { W 0 0 z ■N~ 0 Ln LU ul 0 n drawing ELECTRICAL PLANS 1ST & 2ND sheet E-1 (2) #4 IN- PER/I-t U #4 olb" x 4'-0" 90" HOOK TYP. ENTIRE PERIMETER SLAB REINF, SEE PLAN. 6" GONG. SLAB — (EXCEPT &ARA6E) STIRRUPS, SEE 5,H PILE DOWELS, SEE - SCHEDULE. 14" AU6iRGA5T— PILING O GB -I 6" GONG. 14" AU6ERCA5T PILE DONELS, S! SCHEDULE. OGB-3 #4 olb" x 4'-01- 110" HOOK TYP. ENTIRE PERIMETER SLAB RE W SEE PLAN. 7" CONCRETE SLAB BEAM ROW SEE, SCHEDULE PILE DONELS, SEE- SGHEDULE. 14, AU5ERCA5T — PILIN6 O GB-5 BEAM STL - SEE SGHED. 6" CONCRETE #5 TOP STEEL - BLOCK WALL OVER INTERIOR 6RADE BEAM (SEE PLAN) -BEAM REINF., SEE 5,HED. SLAB REINF,— SEE PLAN. 6"COW SLAB - STIRRUPS, SEE 5C BEAM REINF, SEE PILE DONEL5, SEL SCHEDULE. 14" AU5ERGA5T - PILIN& O GB-2 SLAB REINF, SEE PLAN. EAM REINF, SEE SGHM N SCHEDULE "Z° bAR5 TO PA SLAB STL. LAP 5'-0' MIN. BEAM REINF,5EF sow O GB-4 '4. [min it •I SLAB REINFJ - aI SEE PLAN. � I BEAM REINF. SEE, 5GH VILE HOOKD SLAB STL: TO BEAM, TYR 5TIRRUP5, SEE 55.HID PILE DOWELS, SEE SCHEDULE. 14"AUSERGA5T PILING I6"/20" OGB-6, GB-7 1 1/2" BLOCK OR _ FRAME WALL REGE55 ONLY WHERE NEEDED. (SEE —SLAB REIW.., SEE PLAN. PILE DOYIELS, SEE SCHEDULE. -14' AIGERCA5T PILING 0 RECE55 2"LAR5ER ilif STEEL COLUMN THAN BASE PL. ALL I I AROUNDpEPTH A5 I ANCHOR BOLTS READ. FILL hV6ROUT s BASE PLATE SEE SCHEDULE I 4 4' ADD #5 90" SLAB REIN CORNER BARS 0 SEE PLAN. . 6" COW. SLAB, ALL BEAM STL— — — — — LOCATIONS SEE PLAN d SGHED. FOR PAD OR CRAVE BEAM INFO. BELOW EE GRADE BEAM TO GRADE BEAM L COLUMN RECE55 ENDING DIAGRAM (TYP.) O I I I (U - #7 VERTICAL I I I FULL DEPTH OF PILE I I I I I I EXIST. CRAVE / / I I I 1 1 (5) - #5 r VERTICAL W/ I I I #4 012" O.G. I I I F-H-4 I I I I I I L_L1 I I I L—� I I I r-r_T ryq- I I I r—r-r ^ q u m I I I r-rt f/ � I I I H-FH �t_�U I I I 1--I-4 14" I I I L_L1 III I I I r �7 I I I r—rl i I I SEE SOILS REPORT 4" B.O. PILE TYPIGAL AUGER PILE GRADE BEAM/SLAB NOTES: F_ I. FLOOR SLAB THICKNE55 # REINF. TO BE PER PILIN6 PLAN ON 6 MIL V150UEEN (OR EQUAL) ON GLEAN �\ / WELL COMPACTED FILL PRE TREATED FOR TERMITES. / 2. ALL REINFORCING STEEL TO BE CRAVE 60. \ 10'-O" \ PAVERED APRON / \ 5. CRAVE BEAM AND PILING DE516N BASED ON 6EOTECHNICAL REPORT PROVIDED BY A FLORIDA MACDIE I 15TERED 6TE�SPECIFIC 6EO IT�GPLL SREITE POORT�MUST BEE STRICTLY PREPARATIONS RECOMMENDATIONS \� �� / / / \ / PAVERED PARKIN6- 4. AFTER STANDARD GLEANING AND 6RUBBIN6 HAS BEEN COMPLETED AND APPROVED, APPLY VIBRATORY COMPACTOR WITH A MINIMUM OF FOUR PASSES TO THE EXISTING GROUND. 5. SHALL NOT BE LOADED UNTIL 12 HOURS HAS ELAPSED. 5LA135 6. 5PLIGE5 SHALL BE 45 BAR DIAMETERS AND CONTINUOUS AROUND ALL CORNERS AND CHANCES IN DIRECTION. CORNER BARS SHALL BE 48 BAR DIAMETERS EACH. WAY. GRADE BEAM/P LAIC'' 1. CONCRETE FOR GRADE BEAM AND 5LAB5 SHALL BE 5000 PSI MIN. / / MAXIMUM WATEWCEMENT RATIO MUST NOT EXCEED 055. b. SCHEDULED HOOPS AND STIRRUPS SHALL BE PLACED AT EACH END (EE) OF BEAM OR THROUGHOUT (T.0) BEAM A5 INDICATED ON BEAM SCHEDULE. STIRRUPS SHALL BE TYPE 5-6 AND HOOPS SHALL BE TYPE T-2 TYPICAL GR51 BAR BENDS UNLE55 OTHERWISE NOTED. P(LING NO I 9. ALL 6RADE BEAM (MARK "65"9 BARS SHALL BE CONTINUOUS UNLESS OTHERWISE NOTED.ALL SPLICES �, PILIN65 TO BE 14" D BY 52'-0" MIN. L.EN67H OR REFL15AL TO BE A MINIMUM OF 48 BAR DIAMETERS. DE516N CAPACITY - 21 TONS ALL SHALL BE IN ACCORDANCE WITH A G.I. 543-00. REINFORCIN6 1: (1) #7 x LLL pEPTH CENTER W(5) #5 VERT. GAGE # #4 TIES o I2" O/G AS NOTED IN DETAIL, 0. BUNDLE ALL STRUGfURAL BEAM TOP BARS IN PAIRS OVER SUPPORTS WITH TOP BARS FROM EXTEND 15" ABOVE T.O.P. ATION. T.O.P. ELEVATIONS ARE EXPRE55M + OR - FROM FINISHED FLOOR ADJACENT BEAMS. (UNO). DATUM 0'-0" \ 1 II. ALL ADDED L061TUDINAL BEAM REINFORCING, SHALL EXTEND 6" MINIMUM INTO SUPPORT UNLESS —7.­AUi5MRCA5T-PILES ARE P�ACED BY ROTATING A CONTINUOUS FLIGHT HOLLOW SHAFT AUGER INTO THE OTHERWISE NOTED. GROUND TO A PREDETERMINED PILE DEPTH. HIGH 5TRENOTH &ROUT SHALL BE PUMPED WITH SUFFICIENT AS THE AUGER IS WITHDRAWN TO FILL THE HOLE PREVENTING HOLE COLLAPSE AND TO CAUSE THE 12. ONE -QUARTER OF MAXIMUM BOTTOM REINFORGIN6 STEEL AREA OF EITHER ADJACENT BEAM SHALL LATERAL PENETRATION OF THE 6ROUT INTO 5OF7 OR POROUS ZONES OF THE 5URROUNDIN5 SOIL. EXTEND THRU SUPPORT AND LAP WITH A CLASS "A" TENSION LAP SPLICE ON EITHER SIDE OF SUPPORT. A HEAD OF AT LEAST SEVERAL FEET OF &ROUT ABOVE THE INJECTION POINT SHALL BE CARRIED AROUND THE PERIMETER OF THE AUGER FLI6HTIN6 AT ALL TIMES DURING THE RAISINS OF THE AUGER 50 THAT THE HI6H-57REN6TH &ROUT HAS A DISPLAGIN6 ACTION REMOVING ANY LOSE MATERIAL FROM THE HOLE. TH15 13. MINIMUM CONCRETE COVER OVER REINFORGIN6 SHALL BE: METHOD OF PLACEMENT SHALL BE USED AT ALL TIMES AND NOT BE DEPENDANT ON WHETHER THE HOLE 15 SLABS ON VAPOR BARRIER - 3/4' SUFFICIENTLY STABLE TO RETAIN ITS SHAPE WITHOUT SUPPORT FROM THE EARTH FILLED AU6ER. BEAMS AND COLUMNS - 11/2" FORMED CONCRETE BELOW 6RADE-2' 5. A 45M 6ROUT SHALL HAVE A MINIMUM COMPRESSIVE 5TREN&TH OF 5000 PSI AT 2b DAYS. SEE UNFORMED CONCRETE BELOW 6RADE-5' CONCRETE NOTES FOR ALL OTHER CONCRETE. V: ip \ry0 b" 1COLUMN DETAIL J CO G8 COLUMN SCHEDULE MARK 51ZE TYPE DESCRIPTION bxb GONG. ELK. WIFULLY GROUTED CELL M45 *T. EA. CELL G-1 BLOCK O 6'-0" O/C MAX. OR A5 LOCATED ON PLANS C-2 6XI6 BLOCK I GONGBLOCK W/2 DULLY GROUTED ,ELL5 WA-#5 VERT. . CELL 43x12 RINKER T321T OR EQUAL G-3 BLOCK GONG, O" BLK. FULLY GROUTED W/245 VERT. bx16 I G-4 BLOCK GONG. BLOCK W/2 DULLY GROUTED CELLS N 4_- VE*T. EA CELL bxlb CON,. BLOCK W .2 FULLY GROUTED w2-#5 T. iA. CELL C4 BLOCK (2)SAR5 EA. FACE 6x16 C-6 BLOCK CONC. BLOCK W/2 FULLY 6ROUTED CELLS W-#6 VERT. EA. CELL bx15 C-7 IRRE5. CONC. 645 VERT. W43 TIE5 o b" O/C - 5EE DETAIL P ' Bx20 s C-b IRRE6. COW. 4-07 6 545 DIA. VERT. W/ 03 TIES o b" O/G - SCE DETAIL bxl4 G-N IRRE6. GONG. 6-#6 VERT. W/#3 TIES o b" O/C - SEE DETAIL bx24 C-10 GONG. 4-07 VERT. PM TIES o b" O/C PROVIDE 5TEEL GAP PLATE AND SADDLE AS NOTED ON DETAILS 3 I/2"x3 1/2°x1/4" C-H TUBE STEEL BASE PLATE 6" xb" x 5/6' W/(4) 5/6' DIA. WA.'s W/4" MIN. EMBED. fx� B> 153" \ /GRADE BEAM SCHEDULE REINFORCIN5 #3 HOOPS TOP MID BTM MARK 51ZE OR STIRRUPS REMARK5 / DETAIL #5 DIA STIRRUPS 0 TYR EXT41ALL 06-1 I6"x30" 2#6 215 2#7 10" O.G. DETAIL A #5 DIA STIRRUPS o TYP. INT WALL 6B-2 16xl6" 2#7 - 2#7 6110.6. DETAIL B #5 DIA STIRRUPS 0 PORCH 6B3 I68Y26" 3#b 215 3#1 121, O.G. DETAIL G #5 DIA STIRRUPS o 5TEP, 66-4 I6"xl6" 2#1 -1 2#7 6' O.G. DETAIL D #5 DIA STIRRUPS 0 CARPORT 6B-5 I6"xlb" 2#6 - 2#6 6" O.G. DETAIL E #5 DIA STIRRUPS 0 CARPORT 684 I6 x30" 3#6 2#5 3#1 12" O.G. DETAIL H #5 DIA 5TIRRUP5 0 CARPORT 6B--7 20 x3O' 4#6 245 4#7 12" O.G. I DETAIL H NOTE TO BUILDER: VERIFY ALL DIMENSIONS AND ANGLES 5HOIAN WITH 51TE SURVEY INFORMATION BEFORE CONSTRUCTION NOTE: WEATHERING AREA PER TABLE 501.2.1) HFATHERIN6: NEW&IBLE TERMITE: VERY HEAVEY NOTE TO BUILDER: MASON: EXACT MASONRY OPENING 51ZM ARE TO BE OBTAINED FROM BUILDER BEFORE CONSTRUCTION DUE TO VARYING MANUFACTURER M.O.'s. SEE FLOOR PLAN FOR WINDOW PLACEMENT AND LABELING. ICE ITY revisions no. date designed PAR drawn PAR checked 55 date 6/12/20 scale 1/4" = 1'-0" U.N.O. job no. 20-0005 . RIA QUA QUANTUM ENGINEERING ASSOCIATES INC. StmclaralEng.,,mg & Cost Segregation 300 AVENUE OF CHAMPIONS SUITE 260 PALM BEACH GARDENS, FLORIDA 3MI8 a Shawn M. Stambaugh, PE FL. UC. 61850 — C.A. 26210 W U o Z W oW 0 ¢o VJ J Ln v/ U Z 0 `'� N Z w N cv � J �< C project J Z U. WD J W U � �L w U) U z Z L7 I— LL _ w W Q o z LU 0 drawing GRADE BEAM & SLAB PLAN sheet S-1 revisions no. date MARK 'MILK GRADE NAILING TIE -BEAM SCHEDULE REINFORCING #3 HOOPS TOP MID BTM MARK SIZE OR STIRRUPS REMARKS TYP. TIE BEAM GONT. 75-1 8x16 2#5 - 2#5 NONE READ. UNLE55 NOTED OTHERWISE 03 5TIRRUP5 B-1 8x16 2#3 - 2#5 0 7" O.G. *3 57IRRVPS B-2 6x46 1 2#5 4115 2#7 1 0 12" O.G. MID. REIN 0 1/3 POINTS #3 STIRRUPS 5-3 6x24 2*5 - Z#b 0 12" O.G. TYPICAL MASONRY BOND BEAM GONT. UNLESS NOTED OTHERWISE 55-1 6x16 1*5 - NOW REAR (2) COURSES FILLED CA67CROF HIGH STRENGTH LINTEL L-1 6x12 1#5 - 1#5 NONE READ. ALL COURSES FILLED CA37CREM H16H STRENGTH LINTEL L-2 Bx16 I#5 - I#5 NONE READ. (2) COURSES FILLED CA57CRETE H1644 STRENGTH LINTEL L-3 6x36 1#5 - 1#5 NOW READ. ALL GOUR5E5 FILLED GA5TGREE HIGH STRENGTH LINTEL L-4 6x46 1#5 - 1#5 NONE REOD. ALL GOUR5E5 FILLED rL--.5 CA57CRETE H1619 STRENGTH LINTEL Bx31 T5-1 - 1#5 NONE REOD. ALL COURSES FILLED NV75-1 ASV. PLYWOOD SHEARWALL SCHEDULE SHEARWALL HOLDOWN ALLOW STUDS FLOOR SILL FDN. SILL ENDPOST 2nd/ FOR 5HEAR (PIP) A 14/32" 1 ARA RATED IOd NAILS 0 6" O/C (FIELD) 2x6 *2 SP _ 2x6 P.T. W 1/2" DIA. (2) 2x6 HD50 555 ONE 51DE 4CV201 EXP. I IOd NAILS 0 3" 0/G (ED6ESI 0 I6" 0/G WEDGE ANCHORS 0 16" O/G *2 SP NOTES: I. ALL PANEL EDGES BACKED WITH 2 INCH NOMINAL OR WIDER FRAMING 2. ALL NAILS ARE COMMON, TYPICAL. 3. STRICTLY FOLLOW ALL U5P MANUFACTURERS GUIDELINES AND INSTRUCTIONS FOR INSTALLATION OF CONNECTORS DIAPHRAGM SCHEDULE DIAPHRAGM NAILING DIAPHRAGM ZONE I ZONE 2 ZONE 3 PANEL FRAMING BGUNDRIES EDGE INTER EDGE I INTER. EDGE INTER. LOCATION PALL GRADE THICKNESS SPAGIN6 REMARKS ROOF PALM BEACH APA RATED SHEATHING EXP05URE 1, OR EQUAL SPAN RATING 40/20 14/32" 24, O/C MAX. IOd 6" O/C IOd 6" 0/G IOd 6" 0/G IOd 6" O/C IOd 6" O/C IOd 4" 0/G IOd 4" 0/G BLOCKED A5 SHOWN ON PLAN SECOND FLOOR APA RATED 5HEATHIN& STURD-I-FLOOR, OR EQ. I SPAN RATING 46/24 23/32" 24" O/G MAX. IOd 1 6" O/G IOd 6" O/C IOd 10" O/C GLUED AND BLOCKED AS -94" ON PLAN EXT. WALL APA RATED SHEATHING EXPOSURE I, OR EQUAL SPAN RATING 40/20 14/32 160010 MAX. IOd 4" O/C IOd 4" O/C IOd 6" 0/G NAIL CORNER STUDS AT 4" 0/G MAX. TYPICAL BLOCK FREE EDGES 1) ALL NAIL5 TO EE OF RIN651Wt& VARIETY WLEW NOT® OTHERWISE. TRU55 GONNEGTOR 5GHEDULE FASTENERS PER ALLOWABLE UPLIFT PARALLEL LOAD (F2) PERPEND. LOAD (FI) PRODUCT MARK 16P CONNECTOR TRU55 GONG./TIE-BEAM 51NOLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP APPROVAL TG-I HTA 12 (6) IOd x 1-1/2" - 1600 # .5200 * 660 * 1320 51100 1160 # FL 659 TG-2 HTA 20 (10) IOd x 1-1/2" - I61$ # .5230 * 660 * 1320 # 540 # 1160 FL 654 TG-3 R776M (4) IOd x 1-1/2" (4) 1/4" x 1-3/4" TAP. 1345 # 2740 * 460 # 960 * 630 # 1260 # FL 10734 7,c-4 I H6AM10 (4)1/4"xI-1/2" ke (4)1/4" x 1-3/4" TAP. 415 # 1630 * 1 10750 2150 * 740# 1460 * FL 617 U ALLOWABLE LOADS ARE BASED ON OP CATALOG M Ed. O) MzR MAY USE LONSER STRAP5 OF SAME TYPE SPECIFIED. 3) U5E 6ALVANI2ED NAILS A5 SPEGFIED BY MANIFACTURER 4) TAPGOIG SHOULD BE LOCATED AT THE FARTHEST POINT FROM Tkff TOP OF TM BEAM. 5) PROVIDE APPROVED M015TURE BARRIER PLATE OR EUILDINS PAPER BETMEN MASONRY WALL AND EACH TRIM ?" O.C. L-5 SLOPED tt�� AT 13ZG #" PER FT. FULL DEPTH 2x12 BLOCKING 0 5'-0" O.G. MAX. W/(2)16d TOE NAILS EA. 51DE E.E. REVIEWED FOR uDE COMPLIANCE ST. LUCIE COUNT°Y' EC THESE PLANS WERE PREPARED USING THE 2017 FLORIDA BUILDING CODE, 6TH ED. - BUILDING AND ASCE 7-10. designed PAR drawn PAR checked 55 date 6/12/20 scale 1/4" = 1'-0" U.N.O. job no. 20-0005 . RIA QUA QUANTUM ENGINEERING ASSOCIATES INC. SD cfwalEngineenng& Cast Segregation 300 AVENUE OF CHAMPIONS SUITE 260 PALM BEACH GARDENS, FLORIDA 33 18 W W W.OEASSO IATESZOM Shawn M. Stambaugh, PE FL. LIC. 61850 — CA 26210 LLI U o Z LLI o� z o 0 a LL_ U) � Z UJH I..f— 0 w N zw N C) � J O N project V E L [l1 J � i w U to z x w In z z w u � Q w ly z u_ 0 LU 0 drawing FLOOR & ROOF FRAMING PLANS sheet S-2 revisions no. date 111/52" ROOF PLYWOOD. NAIL PER DIAPHRAGM SCHEDULE ENO. AND APPROVED HOOD TRU55E5 SEE TYP. WALL SECTION FOR ACTUAL HEEL AND OVERHAN5 CONDITIONS SEE TRL65 CONNECTOR SCHEDULE SELECT CONNECTOR 5HOWN ON BRAGIN5 PLANS INSTALL PER. MFR. SPECIFICATIONS !- CONC. TIE -BEAM OR BOND BEAM e1 6" GMU WALL CONNECTION DETAIL 19/32' ROOF PLYWOOD W IOd NAILS 0 4' 0/G INTO 2x4 SP BLOCKING (PLATWISP.) x cONT. ENO. AND APPROVED WOOD TR46SE5 SEE TYP. WALL SECTION FOR ACTUAL HEEL AND OVERHANG CONDITIONS SEE TRUSS CONNECTOR SCHEDULE SELECT CONNECTOR BASED ON BRACIN6 PLANS INSTAL PER. MFR. SPECIFICATIONS X-BRACE BETWEEN EVERY TRU55 W/ 2x4 5P d (2) I6d END NAILS, EA. END 2x4 P.T. BLOGKIN6 (TIGHT TO EA. TRU55 SIDE) W/ 0.145" m P.A.F. x3" LIS. 0 6' O/c x COh (1)160 NAIL - SEE PLAN . T.O. WALL CONG. TIE -BEAM OR MASONRY BOND BEAM 5EE BEAM SCHEDULE BOND BEAM REQUIRED PER 504EDULE - (2) 2x4 P.T. BLOGKIN6 BETWEEN TRUSSES d ANCHORED TO TOP OF LEDGER WITH 16d NAILS 0 6" O/G - USP 8HTA20' EMBED STRAP of 4'-0" olc w/ 00) IOd x 1-1/2' 1-6. - NAIL SHEATHING TO TRV55 AND SLOGKIN6 PER DIAPHRAGM SCHEDULE. HOLD SHEATHIN61/4" BACK OFF MASONRY r-0• I,-0" N FLOOR o to TRU5-5 r h 2x8 BRACE 0 V-010/0 W/ (10) Ibd NAILS, EA. END 12"X30" HOOKED 1/2" DRYWALL OVER f. #4 BARS 0 1211 O/c TOP TYPICAL PURRING y fi FLOOR 5HEATHIN6 #4 TEMP. 0 12" O/C Lt (SEE FLAW 6" GONG. SLAB v TOB. ° ° I EXTRA LAYER OF 1/2" I �-I-- - -- --� DRYWALL SURRONDIN6 ° ° FRAME ARCH I � � TYPICAL FURRING #5 0 12' O/G N APPLIED TO SHEATHING GONG. BEAM `� _J SEE 5GHEDULE CONG. BEAM 19l32 PLYWOOD ARCH (212x12 P.T. GONT1M10U5 v ° ° i PRE-FAB M. FLOOR TRUSSES 5EE SCHEDULE ATTACH TO MASONRYW ° ' SEE FRAMIN6 PLAN FOR SECTION VIEW 5EGTI ON 5/6-VIA. hEPOE ANGHOR5 ELEV. ACTUAL TRU55 DIRECTION 0 12" O/G MAX. TYP. 2x6 P.T. BLOCKING O-Q' S ECTI O N W/ 4" MIN. EMBED. OlG W/ USP HGAIO CLIP VU (4) I6 v4"mx11/21,LONGHOOD 13 2„-,'-0" - 2• CONNECTION DETAIL 6 2 CONNECTION DETAIL SG REM ToBLOGKINGd(4) 2• HOOD FRAMED 1/4"x3" LONG HOOD %REH5 WALL (SEE TO TOP PLATE N ROW OF IOd NAILS of 6' o% INTO 2x6 PT PLAN) L15P HGAIO CLIP W/ (4) 1/4'mxl 2X8 PT NAILER ATOP BEAM LEDGER x CONT. NI(2) ROWS OF 0.145 VIA. 1/2" LON& HOOD SGREV6 TO PA.F.s of I6" o% (I-1/2" EMBED), 5TA66. W/ 0/0 COONTITEN HD ANCHORS 0 SOLID BLOCKING HOOD d (4) /4"x3" LONG 24" O/G COUNTERSUNK USP "HTA 20" EMBED STRAP at 4'-0' o% w/ (10) WOOD SCREWS TO TOP PLATE IOd x 1-1/2" L6. INTO 2x6x6'-O" LON6 SIP FLAT 0 4'-0" 0/0 VERT. O 48" 0/G 25/32" FLOOR SHEATHING BLOCKING MAX. PER DIAPHRAGM SCHEDULE CAPACITY: INSTALL IOd x I-I/Z" at 6" o% b" 398 plf LATERAL 0 1.55 8„ ®/ 2' 0/0 5TAOOEREP ANCHORS INTO 2x6 FLAT BLK6 EPBEV 4" MIN. 2• CONNECTION DETAIL u 2x + ` FLOOR TRU55E5 GONG. TIE -BEAM OR DOUBLE MA50NRY BOND BEAM REQUIRED PER SCHEDULE 5EGTION ELEV. 0 2x12 HOOD J015 O" 0" AT 24" 0/0 STRAP TOP PLATE TO STUDS W/ USP SPTH 4, 6 OR 6 U' STRAP LISP THP526 * W/(18) IOd U SIDE (0P 5EGT10 NAILS TO LEDGER AND (12) VIEW PEACH ILAT NAILS Od NAILS TO JO15T U5P' M5TAI6 STRAP ALUM. POUR STOP FILL ALL FASTEN TO STUD5 AND HEADER COURSES DOWN TO W/(6) IOd NAILS EA. MEMBER (TYF) * LED�D e2 PROVIDE DEL. KING STUD EA. SIDE 14 HANGER M oR HAVE SLOPED SEAT. CONNECTION DETAIL 2. CONNECTION DETAIL OFOPENIN6 2. CONNECTION DETAIL HEADER OR O.T. SEE FRAMING PLAN BLOCK OR MASONRY COLUMN SEE PLAN 2x BLOCKING 0 4'-0" Olt, MAX. C 2X P.T. FASTEN TO COLUMN VU I/2" 2x8 BRAGS 0 6'-0' O/G 2x 5T11D5 o 16" O/G MAX. - GONT 2X6 P T RIBBON W//4'x3-I/4" m HEDGE ANCHORS 6 24" O/G W/ (10) Ibd NAILS, EA. END VERT. d b" MAX. FROM ENDS " EXTERIOR WALL SHEATHING FLOOR SHEATHING SEE SHEARWALL 5GHEDULE (SEE PLAN) FOR NAILING REQUIREh/ENT5. STRAP BOTTOM PLATE TO STUDS HOLD SHEATHING AWAY FROM MASONRY WALL 1/4' MIN. UN ER BOTTOM 6 T 6 U" STRAP ° � UNDER BOTTOM PLATE AND UP EACH BLOCK OR MASONRY ' ° ' 510E h/4) IOd NAILS TYPICAL COLUMN SEE PLAN ° ° - 2X P.T. FASTEN TO COLUMN W/ 1/2" m J�ii ANCHORS 0 24" O/C VERT. d i �b MAX. FROM ENDS EXTERIOR WALL 5HEATHIN5 SEE 5HEARWALL SCHEDULE - - 5/8"xb" J-BOLT o 24" O/C AND 6" FOR NA/LINO REQUIREMENTS. ° ' MAX. FROM EACH SIDE OF OPENIN65 FASTEN TO END STUD W/ Ibd NAILS AT ° EXTERIOR MONOLITHIC W/3'>0"A/4' STEEL WASHERS EMBED 2" O/G VERT. d b" (MAX) FROM ENDS FOOTING (SEE 5GHED) IN FOOTING 2x6 P.T. BLOCKING 0 6-0" 3 NOTE: USE 3'x3"A/4" 5TL. wA5HER5, TYP., EA. ANCHOR I I O/G W/ U5P HG.AIOKT CLIP W/ 12 (4) I/4'mxl 1/2" LON& 6 4 ( CONNECTION DETAIL 2• CONNECTION DETAIL �� I �'xR221'LON°GBTLAFCON5TO 2. 19/32" ROOF PLYWOOD W� IOd NAILS 0 4" O/G MASONRY INTO 2x4 5P BLOCKING (FLATWISW x CONT. ENO. AND APPROVED WOOD TRUSSES ` LISP H6AMIOKT CLIP ALON6 TYP. WALL SECTION FOR ACTUAL HEEL TRUSr 0 12" O/G W/ (4) I/4" x2" AND OVERHANG CONDITIONS LONG TAPCON5 TO BEAM d (4) USP HTH2O TWIST STRAP FASTEN TOP PLATE d /4'XI-I/2" SCREWS TO TRUSS FW (b) IOdxl-1/2' NAILS EA. MEMBER BLACKING X-BRACE BETWEEN EVERY THIRD TRU55 W/ 2x4 GONG. TIE BEAM OR MASONRY SP d (2) I6d END NAIL5, EA. END BOND BEAM (SEE FLAW 2x4 P.T. BLOCKING (TIGHT TO EA. 2 CONNECTION DETAIL TRUSS SIDE) W/ Ibd NAILS 0 4" O/G TO TOP PLATE (2) I6d NAIL LISP RT16A OR RT16-2 CLIP VU (4) IOd X-BRACE BETWEEN EVERY TRU55 3/4" FLOOR SHEATHING x 1-1/2' NAIL5 TO TRUSS d (8) IOd H/ 2x4 5P d (2) I6d END NAILS, NAILS TO TOP PLATE EA.ENV WOOD STRAP DBL. TOP PLATE TO STUDS FLOOR 2x STUDS W/ LISP "5PTH4,6 OR 6" U-5TRAP TRUSS 0 Ib" O/C OVER TOP PLATE AND DOWN EA. (SEE p� 51DE H/ (6) IOd NAILS (TYPICAL) LISP NTA20 EA. TRU55 4 SOLID BLOCKING o 4'-O' 0/0 VERT. MAX. W/ (10) IOd NAILS TYPICAL 2• CONNECTION DETAIL SEE PLAN STRAP TOP PLATE TO STUDS T.O. WALL W/ USP 5PTH 4,6 ORB U" 5TRAP 2x4 P.T. SILL BLOCKING w/ 0.145" m OVER TOP PLATE AND UP EACH TRU55 MNFR. TO x3" L.G. P.A.F. 0 12" 0/0 51DEW/(6 ) IOd NAILS TYPICAL PROVIDE VAB AT BEAM GONG. OR 'USP" MSTAIS STRAP FASTEN TO BEARING. MASONRY STUDS AND HEADER W(b) IOd NAILS EA. MEMBER IN5112E d OUTSIDE - 4 STRAPS TOTAL EA. END (TYP) q PROVIDE 2. CONNECTION DETAIL OF OPENING HEADER OR O.T. FLOOR 5HEATH/N6 SEE FRAMING PLAN I I PRE -ENO. WOOD FLOOR TRUSSES 2x BLOGKIN6 0 4'-0" 0/O MAX. I WOOD OR hff'iAL X-BRACING TAPGON5 0 12" 0/G MAX 5TA66ERED NAIL SFEATHING PER DIAPHRAGM SCHEDULE 2x4 BLOCKING 0 24" O.G. W/ 0) IOd TOENAIL5 EA. END WOOD J015T5 0 12" O/c 5EGTION 2. CONNECTION DETAIL FILL COLUMNS AND LINTEL SOLID wr GROUT T.OB.B. 1oI #3 VERT. TIES ONLY AS READ. SEE LINTEL SCHEDULE I. HIGH 5TRENOTH PRECAST LINTEL t.1 W/REINFORGIN6 AS READ. SEE LINTEL SCHEDULE COLUMNS BEYOND SEE FOUNDATION PLAN TYP. DET. LINTEL ON COLUMN 3/4" 2x STUDS 0 Ib" 0/0 MAX. SIMPSON H4 OR EQUAL 8'x8" FILLED OPENINGS <= 6'-0': W14) 6d NAILS IN EACH TRL65 CELLS SEE PLAN PROVIDE 8"56" MIN. d(4) 6d NAILS IN TOP PLATE AND COLUMN 7� H/ 14 BEAM COURSE SCHEDULE FOR a J// w/ I #5 MID. OR STRAP TOP PLATE TO 5nm [- M61" 5PTH 4,6 OR 6" U• STRAP REINF. -I 8"X8" MIN. FORMED STRAP BOTTOM PLATE TO STUDS OVER TOP PLATE AND DOWN EACH MASONRY GONG. SILL YU 2 #5 ® W I %6P" SPTH4, 6 OR 6 U" STRAP SIDE W(b) IOd NAILS TYPICAL MASONRY OPENING MID. UNDER BOTTOM PLATE AND UP EACH �--SOLID BLOGKIN6 0 4'-0" O/C L L OPENINGS > b'-0": 0 SIDE h/(4 ) IOd NAILS TYPICAL VERTICAL MAX 1 PROVIDE 8"X8" MIN. BREAK AWAY SIDE t• BOND BEAM COURSE 51MPWN HD5B HOLD DOWN H/ (2) 5D_I OF MASONRY " COLUMN FOR 8'X8' MIN. FORMED 3/4" THRU-BOLTS TO STUDS d (1) 5/&' f - HA EMBEDDED ANCHOR TO CONC. w/ STRAP PT BOTTOM PLATE TO 5TUD5 CONTINUOUS POUR ` " � CONC. SILL w/ 2-#5 fk=kRr5P 5PTH 4,6 OR 6' U' STRAP etl MID. 4" MIN. EMBED. UNDER BOTTOM PLATE AND UP EACH PROVIDE b' MIN. PROVIDE 8°x8" I/2' NIA. 0 I6.0/G AND 6" MAX. SIDE h1W(6) IOd NAILS TYPICAL PENETRATION EA. ,4 1 48" MAX. FILLED CELLS w/ FROM EACH 510E OF OPENIN65 END d TIED TO 145 VERT. DOVEL (WA_I) WEDGE ANGH. 0 (5P_I) • W/3 x3 xl/4" STEEL WA5HER5 AND 6" MAX. FROM OPENIN65 VERT. REINF. W/ STD. AGI HOOK EMBED IN GONG. OR BOND BEAM _ n Ly W/3 x3 xl/4" STEEL WASHERS . I •., T- - EA. END 0 4'-0" 4" MIN. EMBED (EM_/) MIN. FOUNDATION OR INTERMEDIATE I :. '° 1 EX WHEN OPENING e CONNECTION DETAIL 12• CONNECTION DETAIL '-- EXCEEDS 4'-0" BEAM 2. ' SILL REINF. AT MASONRY OPENINGS (TYP.) 3/4" = 1'-O° GIRDER TRUSS I: I i LISP HTA20 TRU55 ANCHOR EA. SIDE W/ (13)-I0d NAILS L'r I �—CONCRETE OR MA50WY BEAM TYPICAL IS 2• CONNECTION DETAIL T - 8"xlb° BOND t. •; BEAM (PER L: SCHEDULE) I' `s 8"x8" PRECAST 1 LINTEL. it 1 FILL COLUMNS AND LINTEL SOLID W/ GROUT I. 8"x8" FILLED 1 CELLS W/ 1#5 VERT. (TYP) TYP. DET. LINTEL ON COLUMN 3/4" = 1'-0" m r T BREAK AWAY SIDE OF o ;. , MASONRY COLUMN FOR m 1 4," CONTINUOU5 POUR [ [ ` SEE BEAM SCHEDULE FOR REINFORCEMENT ., JI 4li +� - f ZT 1 m 0 'I 1 I. TOP BAR d HOOK INTO SECOND CELL 6"x6" FILLED CELLS SEE PLAN AND COLUMN FILL COLUMNS 50LID SCHEDULE FOR REINF !W PEA GRAVEL CONCRETE TYP. CHANGE IN BOND BM. HT. 5/4" T.O.TB. CONCRETE TIE -BEAM SEE TIE BEAM SCHEDULE I' HIGH 5TREN6TH PRECAST LINTEL W/REINFORGING AS READ. SEE LINTEL SCHEDULE GOLVMN5 BEYOND SEE FOUNDATION PLAN TYP. DET. LINTEL W/TIE BEAM 3/4" = V-0" EN6D d APPR. 61RDER TRL65E5 MEET I. OTHER O 90 DEG. AN61LE OVER COL. CONT. 2x6 P.T. BUCK PA5TENED TO LINTIEL5 LOCATION (5EE FRAMING PLAN) IN/ 1/4"X3" L6. TAPCONS 0 12" O/G MAX AND TO BLOCK OR CONC. END VERTICAL BLOCK W/ HILTI ONI-62-P6 0 6' O/C MAX I BY TRUSS MFR. 2X6 P.T. CROSS BLOCK REQUIRED ONLY IF I 1/4" 37EEL SEAT FREE EDGE DIMENSION EXCEEDS 24" SEE DIMEN510N. NAIL TO BUCK AT EACH END W (4) Ibd NAILS. EDGE OF MASONRY OFENIN6 1/4" V 19/32 EXTERIOR SHEATHING (4) 5/8" VIA. " , , ° NVPAPERBAGKED HI RIB METAL LATH THRU-BOLT5 (2) 1 1� -2X4 PT BLOCKS ALONG ARCH EA. GIRDER END 3 q " NAIL TO PLYWD. EACH END j 2, 1 /2" W/(3) IOd x 1-1/2' COIL NAILS 2" 2 SEE BEAM AND COLUMN SGHEDULE5 FOR REINFORCING 51ZE-5 TYPICAL. CARRY BEAM ONTO TOTAL COLUMN WIDTH TYPICAL CONC. BEAM FRAMING INTO COLUMN PROVIDE #5 CORNER BARx30 W.. FOR I })'. EACH TOP BAR 'I 71. BREAK AWAY SIDE OF J MA50NRY COLUMN FOR 1.• I+ CONTINUOUS POUR F. SEE BEAM 5GHEDULE FOR REINFORC T W 41 EXTEND TOP BAR d = 80x8" FILLED CELLS HOOK INTO SECOND CELL SEE PLAN AND COLUMN FILL COLUMNS SOLID SCHEDULE FOR REINF. VU PEA -MIX CONCRETE TYP. CHANGE IN TIE BM. HT. 5/4" = I'-0" MA50NRY PLAN VIEW VERIFY FU TUBE STEEL TRL55 MFG 4 COLUMN (SEE I.r PRIOR TO FABR. FLAW 2. CONNECTION DETAIL SPRN 1 SPRN 2 SPRN 3 CANT'L 1/4 1/4 1/4 1/4 1/2 S1 S1 S2 S2 S3 'V BA (END) TOP TOP B T B BTM. BAR 6"MIN L BTM. BAR E' BAR NO 10 ON COVER BEAM NOTES BTM. BAR 'E' BAR HOOPS OR STIRRI.P5 SPACED FROM SUPPORT HOOPS OR STIRRUPS FACE AS 5GHEDULED SPACED FROM SUPPORT FACE A5 5GHEDULED BENDING DIAGRAM (FOR CAST IN PLACE CONCRETE BEAM5) ',•i l '.'�. 1 :I * S PRECAST LINT u :( LINTEL. 1' EVIEWEn FOF FILL CO 1 AND LINTEL SOLID CODE E CC� W/PEA-MIX CONCRETES t1CIE CO}' V. 8"x8" FILLED CELLS SEE PLAN AND COLUMN SCHEDULE. TYP. DET. LINTEL W/TIE BEAM 3/4" = 1'-0" IN. ■ mmoll PROVIDE PREFAB. T' J a JOINT REINFORCING AT ALL T INTER5ECTION5 PLAN VIEW TYPICAL MASONRY JOINT REINF. DETAILS cl GA. HORIZ. JOINT REINF at 16" o/c, TYP. PLAN VIEW THESE PLANS WERE PREPARED USING THE 2017 FLORIDA BUILDING CODE, 6TH ED. - BUILDING AND ASCE 7-10. designed PAR drawn PAR checked 55 date 6/12/20 scale 1/4" = 1'-0" U.N.O. job no. 20-0005 . RIA QUA QUANTUM ENGINEERING ASSOCIATES INC. It SaucturalEngineering& Cost Segregation 300 AVENUE OF CHAMPIONS SUITE 260 PALM BEACH GARDENS, FLORIDA 33 18 Shawn M. Stambaugh, PE FL UC. 61850 - CA 26210 U o Z W o IY Q z0 Q Li Cn Ln � I. f. ZD LU Z W N CV � �-+- O N project J z 4 ` ■ J W W Ul U a W - U1 z z E9 LL [n t QL drawing FRAMING DETAILS sheet S-2.1 BRACING NOTES: I. BRACING SH0Y9V DOES NOT INCLUDE TEMPORARY BRACING REWIRED FOR THE ERECTION AND IN57ALLA77ON OF TRU55E5 PRIOR TO THE INSTALLATION OF PERMANENT CRO55 BRACING AND WEB LATERAL BRACING REQUIREMENT5. TEMPORARY BRACING 15 THE RESPONSIBILITY OF THE TRW INSTALLER AND SHOULD REMAIN IN PLACE AS LONG AS NECESSARY FOR THE SAFE AND ACCEPTABLE INSTALLATION OF THE ROOF OR FLOOR. (REF. 8051). 2. PERMANENT WEB LATERAL BRACING 15 TO BE INSTALLED A5 5NOWN ON THE: INDIVIDUAL TRUSS DRAWINGS (PIES LATERAL BRACING 15 NOT SHOWN ON TH15 SHEET). PERMANENT H1EB LATERAL BRACING 15 TO BE RESTRAINED TO PREVENT LATERAL MOVEMENT SY SOLID ANCHORAGE TO END POLLS, OR BY PERMANENT DIAGONAL BRACING MOT SHOW IN THE PLANE OF THE PIEB MEMBER AT INTERVALS NOT TO EXCEED 20 FEET ALONG CONTINUOUS PIES BRACE (REF: BC51). 3. PERMANENT DIA60NAL BRACING A5 SHOWN ON TH13 SHEET DOES NOT INCLUDE BRACING REQUIRED FOR GABLE END STUD5 OR BOTTOM CHORD OF CABLE END AT MALL. REFER TO STANDARD GABLE END DETAIL FOR BRACING REQUIREMENTS. 4. ALL TOP CHORDS ARE ASSUMED TO BE SHEATHED, AND ALL BOTTOM CHORDS BRACED BY A RI610 CEILING SYSTEM REFER TO INDIVIDUAL TRUSS 0RAWIN65 FOR BRACING REQUIREMENTS OF NON -SHEATHED TOP CHORDS AND UNSORTED BOTTOM CHORDS. 5. REFER TO TPI /WCTA BC51: COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION AND BRACING METAL PLATE CONVECTED WOOD TRUSSES ; APPENDIX C, FOR RECOMMENDED SEQUENCE OF INSTALLING BRACING COMPONENTS. 6. THE 5TRI.CTURAL ADEQUACY OF THE INDIVIDUAL TKISS DE51CN5 TO WITHSTAND 6RAVI7Y AND WIND LOAPIN55 AS HELL AS 61RDER CONNECTIONS AND LOADS ARE THE RESPONSIBILITY OF THE TRU55 DE5ICNER. ANCHORAGE OF THE TRUSSES AND OIRDER5 TO THE 5UPPORTIN57 STRICTURE TO WITHSTAND WIND UPLIFT 15 THE RESPONSIBILITY OF THE PROXCT ENGINEER OR ARCHITECT. 7. THE BRACING FOR THE ROOF 5Y51EM 15 DESIGNED FOR BOTH POSITIVE d NEGATIVE PRE55URE AND MEETS THE REQUIREMENT5 OF 2017 FBC. BRACING LEGEND: PERMANENT 2x4 DIA6ONAL BRACE RESTRAINT IN THE xPLANE OF THE NEAREST WEB MEMBER AT 20'-0" INTERVALS AT APPROXIMATELY 45 DEGREE ANGLE. FASTEN TO TOP d BTM. CHORD5 WITH 3-I6d TOENAILS AND TO LATERAL BRACE WITH (5) IOd NAILS EACH INTERSECTION. (REF: BOSI). HORIZONTAL BRIVISW7 WITH A MINIMUM 2x6 5TRONGBACK AT 6-0" 0/0. FASTEN TO EACH TRUSS WITH 3-I0d NAILS AND ATTACH TO WALLS OR OTHER RI61D POINT AT EACH END (REF: 5651). PROVIDE OVERLAP OF AT LEAST (5) TRUSSES (FLOOR ONLY). PERMANENT 2x4xCONT. LATERAL BRACING IN THE PLANE OF THE STRUCTURAL BOTTOM OHM OF THE TRU55E5 AT 61-OI' OIC. FASTEN WITH 2-I0d NAILS IN EACH TRUSS. PROVIDE OVERLAP OF AT LEAST (2) TRUSSES (ROOF ONLY)• ZONES I d 2 (SEE DIAPHRAGM SCHEDULE) ZONE 3 (SEE DIAPHRAGM SGMEDULE) BRACING DETAILS: COMPRE5510N AM 45° SLOPING OR VERTICAL CONTINUOUS PERMANENT LATERAL BRACING (CL.BJ PERMANENT DIA60NAL BRACE NAILED TO OPP. SIDE OF AM PREVENTS LATERAL MOVEMENT AND SHOULD BE REPEATED AT AFPROX. 20 FOOT INTERVALS CEILIN6 FIGURE 36: PERMANENT DIAGONAL BRACING IN THE PLANE OF THE WEB ME49ER5 PERMANENT CR055 BRACING FIGURE 37: PERMANENT BRACING IN THE PLANE OF THE WEBS FOR PITCHED TRUSSES —HORIZONTAL BRID61N6 WITH A MINIMUM 2xb 5TRON65ACK CONNECTION TO EACH TRUSS WITH 3-I0d NAILS AND ATTACHED TO WALL5 OR OTHER RI61D POINT AT EACH END (REF: W51). PROVIDE OVERLAP OF AT LEAST 0) TRUSSES (FLOORS ONLY). SEE PLAN 17160RE 36: PERMANENT BRACING IN THE PLANE OF THE PIEBS FOR PARALLEL CHORD TRUSSES BRACE I 45° 11 45° BRACE I PIBURE 39: PERMANENT BRACING IN THE PLANE OF TFE PIEBS a: E06E STRIP DEFINED A5 THE LESSER OF I0315 OF LEAST HORIZONTAL DIMENSION OF BUILDING OR 4036 OF HEIGHT H BUT NOT LE55 THAN 4A OF LEAST HORIZONTAL DIMENSION OF BUILDIN6 AND ------ ATLEAST 5 FT 1 it �\ 1 a ♦ � 1 i 7— � � I I r-------- - - - - - - O ROOF ZONE P2r-*_,WRzr-5: — — — — — — — — — — — — — — ZONE 1= 41,5 F5F. i i ZONE 2 d 3= 12.1 PSF. O ,� I �i I NOTE: SEE DIAPHRAGM 2 ( 2 5GHEDULE FOR ROOF ,�� ZONE NAILING 1--- --L REQUIREMENT5. ROOF ZONE DIAGRAM BLOCKED DIAPHRAGM NAIL PER PER ZONE 3 OF VIA. SCHEDULE FILE COPY revisions no. date designed PAR drawn PAR checked 55 date 6/12/20 scale 1/4" = 1'-0" U.N.O. job no. 20-0005 . RIA QUA QUANTUM ENGINEERING ASSOCIATES INC. Structural Engineering & Cart SegregalWn 300 AVENUE OF CHAMPIONS SUITE 260 PALM BEACH GARDENS, FLORIDA 33 18 WWW.QEAS OCIATESCOM Shawn M. Stambaugh, PE FL. LIC. 61850 — CA 26210 U o Z W oOf Q_J J _ CA VJ � Z H CE __Jo Ww N z N CV � Q � J O � project El J z J Z l � W D W C� n L O U W — � v z z LL UI `t j W a Ln •N`� Ln n drawing ROOF BRACING PLAN sheet S-3 I ro'00 S'OR .. ICIa1Z1 1 ! 1 • / 1 1 • 11 Hatch 'Legend LINTEL BY BLDR. WCOLUIVIN BELOW T.O. B @ 9'0" T.O. B @ 181611 o' 41-0 -00 (2)2xLEDGER BY BLDR. o TYP. FLOOR TRUSS END DETAIL ti C) M 3 12 4 W ' 1 - 12 1-8 TYP. ROOF TRUSS END DETAIL 12 3i 31 12 TRUSS END DETAIL #1 12 3� 2-0 -00 0 1-8 TRUSS END DETAIL #2 M REVIEWED FOR CODE COMPLIAN' ST. LUCIE COUNT BOCC FILE COP" 0 Quantum Qj=I Engineering AAssoclates Inc. Jacksonville THE REVIEW AND APPROVAL OF THESE DRAWINGS PHONE: 904-772-6100 FAX: 904-772-1973 S STRICTLY FOR TRUSS SHOP DRAWINGS COMPLIANCE WITH ROOF PLAN GEOMERTY AND Tampa DOES NOT RELIEVE THE TRUSS FA13RICATOR OF HIS PHONE: 813-621-9831 FAX: 813-628-8956 RESPONSIBILITY FOR CONFORMANCE WITH THE ENGINEER'S T USS LAYOUT. THE TRUSS Freeport FABRICATOR IS RESPONSIBLE FOR NOTIFYING THE GENERAL CONTRACTOR IN WRITING OF ANY PHONE: 850-835-4541 FAX: 850-835-4532 DEWATION FROM THE ENGINEER'S LAYOUT. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR BUILDER: COORDINATING AND RESOLVING ANY INCON- SISTENCIES BETWEEN THE, TRUSS SHOP DRAWINGS AND ANY OTHER APPLICABLE TRADE Rich RLiazzl INCLUDING ARCHITECTUAL, STRUCTURAL AND MECHANICAL. ALL RESPONSIBILITIES SHALL CONFORM WITH ANSI / TPI / WTCA 4 2002 LEGAL ADDRESS: % APPROVED; NO EXCEPTIONS TAKEN Jensen Beach, FL 34957 ❑ APPROVED WITH COMMENTS NOTED 13 REVISE AS TED;RESUBMIT [DATE: ODEL: Revision: O REJECTED COMMENTS AS NOTED BY DATE 1 2 Zo RIaZZI Res Rev. By: e erence Drawn By:NOT T10 SCALE05/04/20 2309743 • ®■ NOTES: 1.)REFER TO HIB 91 (RECOMMENDATIONS FOR HANDLING INSTALATION AND TEMPORARY BRACING.) REFER TO ENGINEERED DRAWINGS FOR PERMANENT BRACING REQUIRED, 2.)AII TRUSSES (INCLUDING TRUSSES UNDER VALLEY FRAMING) MUST BE COMPLETELY DECKED OR REFER OR DETAIL V105 FOR ALTERNATE BRACING REQUIREMENTS. 3.)ALL VALLEYS ARE TO BE CONVENTIONALLY FRAMED BY BUILDER. 4.)ALL TRUSSES ARE DESIGNED FOR 2' o.c. MAXIMUM SPACING UNLESS OTHERWISE NOTED. 5.)ALL WALLS SHOWN ON PLACEMENT PLAN ARE CONSIDERED LOAD BEARING UNLESS OTHERWISE NOTED. 6.)SY42 TRUSSES MUST BE INSTALLED WITH THE TOP BEING UP. 7.)BEAM/HEADER/LINTE-L (HDR) TO BE FURNISHED BY BUILDER. RE LevelJo #: n eve o 00 0 2320265 N/,A 2309743 MITEK PLATE APPROVAL #'S 2197.2 - 2197.4, WEYERHAUSER PRODUCT #'S 1630.2 - 1630.1