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HomeMy WebLinkAboutBuilding PlansFOUNDATION NOTES MASONRY NOTES PLAN NOTES ELECTRICAL NOTES F�G�ENERALNOTES 1. PREPARED U51N6 THE FLORIDA BUILDING GORE 201T EDITION. 1. FLOOR SLAB TO BE 4" THICK POURED CONCRETE SLAB WITH b' X 6" X WIAXWIA I. CONCRETE UNITS TO BE ASTM C 90-14. ASTM GRADES NI OR NIT. PROVIDE PRECASTRE LINTELS A5 NECESSARY. (f'm = I500 PSI) I. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEEDHALL 8. STRUCTURAL WOOD ANC7 TIMBER FRAMING SHALL CONFORM TO THE 'TIMBER I. CONTRACTOR SHALL VERIFY WITH F.P.dL. THE LOCATION OF SERVICE AND SHALL FOLLOW T}E FLORIDA BUILDING GORE A5 ADAPTED $Y THE WYN.M. ON b MIL VISQUEEN (OR EQUAL) ON GLEAN WELL COMPACTED FILL PRE TREATED FOR REINSPEGTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER DATER OR El EGTRIGAL PANEL. CONSTRUCTION MANUAL" A5 PUBLISHED BY THE AMERIGAN INSTITUTE OF TIMBER LOCATE METER d PANELS A5 REQUIRED. AMENDMENTS. FOR TERMITES. WWM SHALL BE LOCATED IN THE MIDDLE TO UPPER HALF OF THE SLAB 2. MORTAR TYPE M PER ASTM G ZO-12a. GONSTRUGTION.FPLIGABLE 2. ALL WIRE SHALL BE THEN COPPER UNLESS NOTED OTHERWISE. DEPTH AND MUST BE SUPPORTED AT 3'-0" 0/0 EACH WAY WITH APPROVED MATERIALS. 3. CONCRETE FILL 2. PROVIDE 3' STEEL P05T OR BOLLARD OR TIRE BUMPER IN FRONT OF ALL EQUIPMENT 9. ALL WOOD IN CONTACT KITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. 3. BUILDER SHALL COORDINATE ALL THE WORK OF ALL TRADES. 2. ALL REINFORCING STEEL TO BE GRADE 60. (HVAG, EHW, KA6HER/DRYER) LOCATED IN THE 6ARAISE AT FLOOR LEVEL PER F.B.G. PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER 3. WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE 4. BUILDER SHALL REVIEW DRAWIN65 IN THEIR ENTIRETY BEFORE STARTING WORK. THE A. CELLS LINTEL5 AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED WH/ 3000 P51 MECHANICAL CODE. CEMENTITOU5 MATERIALS AND THE WOOD AS PER CODE. COPPER OF EQUAL AAPACITY. BUILDER SHALL ACCEPT FULL RESPONSABILITY FOR ANY ERRORS OR OMISSIONS NOT 3. Got" AND WALL CENTERLINE5 SHALL COINCIDE WITH FOOTING CENTERLINES UNLESS PEA GRAVEL CONCRETE. 3. PROVIDE Ix2 P.T. FIRESTOP VERTICALLY AT THE CEILING AND FLOOR LEVELS. 10. BUILDER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND 4. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED GABLE. REPORTED IMMEDIATELY IN WRITING TO THE ARCHITECT. BAGKCHARSE5 WILL NOT BE OTHERWISE NOTED. B. MIX DESIGN SHALL BE APPROVED BY THE ENGINEER HORIZONTALLY AT INTERVALS NOT EXCEEDING 10'-0", AND ALL OTHERLOCATIONS PER BRIDGING USED DURING ERECTION OF TRUSSES AND STRUCTURAL SLABS TO PREVENT ACCEPTED. DO NOT SCALE 4. FOOTING DESIGN BASED ON ASSUMED 501E BEARING CAPACITY OF 2500 P.S.F., .. F.B.G. SECTION R302.11. COLLAPSE OR DAMAGE. 5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO 5. SUBMIT MINIMUM THREE 0) COPIES OF SHOP DRAWIN65 AS REQUIRED BELOW. CONTRACTOR TO SUBMIT SOIL BEARING TEST RESULTS OR SOIL BEARING CAPACITY REPORT BY A FLORIDA REGISTERED ENGINEER. G. ALL CONCRETE SHALL BE OF A FLUID CONSISTENCY WITH A SLUMP OF 4"-II" MAX., WHICH MEANS THAT THE CONSISTENCY SHALL BE AS FLUID AS P0551BLE FOR POURING WITHOUT 4. ALL GLAZING WITHIN 24" EITHER SIDE OF THE DOOR PLANE IN A CLOSED POSITION II. HEADERS FOR FRAMED OPENINGS GREATER THAN MUST ENGINEERED AND CONSTRUCTION. SEGREGATION OF THE CONSTITUENT PARTS. AND ON A WALL PERPENDICULAR TO THE PLANE OF THE DOOR ON THE HINGE SIDE OF THE STAMPED BY THE TRI155 MANUFACTURER (UNLESS NOTEDED OTHERWISIS E) b. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER 6. BUILDER 15 RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL OR 5. ALL SITE PREPARATIONS d DRAINAGE RECOMMENDATIONS MADE IN THE 517E DOOR (46" IN HVHZ) SHALL BE TEMPERED. ALL WINDOW5 OR GLA55 ENCLOSURES AT OR SPECIFICATIONS. NON-5TRUCTUAL RMEMBERS DURING CONSTRUCTION. SPECIFIC 6EOTEGHNIGAL REPORT MUST BE STRICTLY ADHERED TO. D. THE USE OF ADMIXTURES SHALL NOT BE PERMITTED WITHOUT WRITTEN CONSENT OF THE WITHIN 36" OF TUBS AND 5HIONERS WITH SILLS LESS THAN 60' ABOVE FLOOR SHALL BE 12. ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (5) 2XI215 UNLESS ENGINEER. TEMPERED ALL CLASS IN SIDELIGHTS, SLIDING 6LA55 DOORS AND FRENCH DOORS OTHERWISE NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL T. PROVIDE DISCONNECT 5WITCH OF SIZE AS REQUIRED BY LOAD AND UNITS. T. ALL CONSTRUCTION IN BROWARD AND DADE COUNTIES SHALL COMPLY WITH THE b. FILL PLACED WITHIN V-0" OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF SHALL BE TEMPERED. THICKNESS). HIGH VELOCITY HURRICANE ZONE (HVHIZ) SECTIONS OF THIS F.B.C.GLEAN WELL GRADED SAND IN 12" LIFT5(MAX) AND VIBRATORY COMPACTED TO L AN 4. REINFORCING: 8. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/G EQUIP. AND AT MODIFIED PROCTOR ASTMVIBRATORY ACHIEVE MINIMUM OF D 155T-12. 5. EGRESS WINDOWS 5HALL BE OPERABLE FROM THE INSIDE WITHIOUT THE USE OF TOOLS. 15. DIMENSIONAL LUMBER SHALL BE SOLq ERN PINE. NO. 2 OR BETTER AND SHALL PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND A5 PER MANUFACTURER VERTICAL: ESRE55 WINDOW5 SHALL HAVE A MINIMAL NET OPENING OF 24 HIGH, 20 WIDE, AND MIN. PROVIDE ALLOWABLE STRESS VALUES OF 1200 PSI IN BENDING FOR A SINGLE MEMBER RECOMMENDATIONS. 1. AFTER STANDARD CLEANING AND 6RUBBINO HAS BEEN COMPLETED AND APPROVED, APPLY VIBRATORY COMPACTOR WITH A MINIMUM OF FOUR PASSES TO THE EXISTING A. ASTM A615/A 615M-12. PER REINFORGIN6 SECTION (GRADE 60). NET AREA OF 53 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, dIO PSI IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELASTICITY OF I600 K51 OR BETTER, AS DETERMINED BY AN APPROVED LUMBER GRADING AGENCY. "I. PROVIDE 6FGI PROTECTION FOR ALL BATHROOM, GARAGE, EXTERIOR, KITCHEN, GROUND. 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, 2109(A). B. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL GORE, IT SHALL NOT SHALL BE NO LESS THAN 36" A.F.F. OR PROVIDE AN APPROVED SAFEGUARD. 14. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 25 GAUGE GEF: 6. SLABS SHALL NOT BE LOADED UNTIL 12 HOURS HAS ELAPSED. BE SLOPED MORE THAN ONE HORIZONTAL IN 51X VERTICAL AL15WENT, EVEN THOUGH IT 15 CHANNEL TYPE STUDS AT 24" 0/6 WITH MATCHING TRACKS TOP AND BOTTOM, WITH 1/2" 10. ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL 8E UL APPROVED AND A5 SELECTED BY IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCING. b. ALL BATHROOM FLOORS SHALL BE OF APPROVED IMPERVIOUS MATERIALS. GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WITH I" LONG BUGLE HEAD DRYWALL OWNER. 9. SPLICES SHALL BE 46 BAR DIAMETERS AND CONTINUOU5 AROUND ALL CORNERS AND CHANGES IN DIRECTION. CORNER BARS SHALL BE 48 BAR DIAMETERS EACH. WAY. C. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE-HALF INCH 8. IN HVHZ AREAS PROVIDE HURRICANE SHUTTERS A5 PER F.B.C. SECTION 24-13 UNLESS A UTTERSENCLOAS 50REW5 AT 12' O/C MAX. I. PROVIDE PRE -WIRED TELEPHONE, T.V. OUTLETS OUTLETS A5 SHOWN ON PLAN. FROM THE MASONRY. THE EXTERIOR WALL COMPONENTS THE BUILDING HAS SPECIFIC PRODUCT 15. METAL LATH OVER SHEATHING SHALL BE 3/8" V-GROVE OR DIMPLED. CEILINGS AND 10. ALL MONOLITHIC FOOTINGS HAVE BEEN CHECKED FOR THE USE OF TRANSFER APPROVAL TO PRESERVE THE ENCLOSED BUILDING ENVELOPE AGAINST IMPACT LOADS SOFFITS SHALL BE HIGH RIB TYPE. FASTEN TO SUBSTATE AT 4 0/G A5 FOLLOWS; 2. ALL CLOSET LIGHTING SHALL COMPLY WITH NEC SM. 410Ui. REINFORCEMENT AT THE PERIMETER. RATIONAL ANALYSIS SHALL BE SUBMITTED; BUT D. VERTICAL REINFORCING SHALL BE A5 LOCATED ON THE PLAN AND A5 INDICATED IN A5 SET FORTH IN CHAPTER lb. 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. 9. PICKETS AT STAIRS, LANDINGS d BALCONIES SHALL BE SPACED TO PREVENT FRAMING MEMBERS WNAILS OR STAPLES TO PROVIDE AT LEAST 1-3/4' PENETRATION PROTECTION PER NEC SEC, 210.12 SMOKE DETECTORS SHALL BE CONNECTED TO 11. CONCRETE FOR FOUNDATIONS AND FOOTINGS SHALL BE 2500 P51 MIN. E. VERTICAL REINFORCING 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 ARC -FAULT CIRCUITS AHEAD OF SWITCH AND HAVE SELF CONTAINED BATTER BACK-UP. MAXIMUM WATER/CEMENT RATIO MUST NOT EXCEED Ob5. CONTINUOUS TO THE TIE BEAM. PRECAST LINTELS SHALL HAVE OPENINGS TO ALLOW 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. REINFORCING BARS TO CONTINUE UNINTERRUPTED. 10. PROVIDE A MINIMUM OF 4" CLEAR ALL AROUND AIR HANDLER UNITS. OVER A RIB WHEN RIB LATH 15 INSTALLED. SHEATHING: 14 GAUGE STAPLES I" LEG, T/16" 14. PRE -WIRE FOR GARAGE DOOR OPENER SENSOR. BEAM SCHEDULE NOTES HORIZONTAL: II. IN ZERO LOT LINE HOMES: DRYER VENTS, EXHAUST FANS d KITCHEN H0005 SHALL NOT GROWN METAL MTL. FRAMING: SELF TAPING 50REW5 #12 x 1/2" WASHER HEAD STAPLES SHALL NOT BE USED FOR SOFFITS OR CEILINGS VENT THROUCIH THE SIDE WALL AND MUST MAINTAIN A 10'-0" SETBACK. IS. PROVIDE ARC -FAULT CIRCUIT INTERRUPTER PROTECTION IN DWELLING UNIT LIVING, I. SCHEDULED WOOFS AND STIRRUPS SHALL BE PLACED AT EACH END (EE) OF BEAM OR A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM A WHERE CEMENT PLASTER 15 APPLIED TO LATH OVER FRAME CONSTRUCTION, BONDING DINING, FAMILY ROOMS, DENS/ LIBRARIES, BEDROOMS, SUNROOM5, CLOSETS, HALLWAYS OR SIM. ROOMS PER NEC 210-12. SCHEDULE. OF THE PLASTER TO THE WATER BARRIER SHALL BE PREVENTED BY PROVIDING A DEL. THROUGHOUT (TDJ BEAM AS INDICATED ON BEAM SCHEDULE. STIRRUPS SHALL BE TYPE LAYER OF WATER BARRIER OR BY INSTALLING A HOUSE WRAP BENEATH THE WATER 16. SMOKE DETECTORS: 5-b AND HOOPS SHALL BE TYPE T-2 TYPICAL GR51 BAR BENDS UNLESS OTHERWISE NOS' B. HORIZONTAL JOINT REINFORCEMENT SHALL CON515T OF AT LEAST 9 GAGE LADDER FRAMING NOTES BARRIER 16.1. REQUIRED ON ALL HVAC UNITS WITH 2O01 GFM OR MORE. SITE PLAN NOTES TYPE REINFORCEMENT SPACED NOT MORE THEN 16" 0/6 VERT. REINFORCEMENT SHALL 16.2. CEILING AREA: 110 V. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET 2. ALL BEAM (MARK "B") TOP BARS SHALL BE CONTINUOUS UNLESS OT1HEiRWISE NOTED ALSO BE PROVIDED AT THE BOTTOM AND TOP OF ALL OPENINGS AND EXTEND NOT LESS THEN 24" BEYOND THE OPENING. PROVIDE 8" MIN EMBEDMENT INTO CONCRETE COLUMNS I. THE TRUSS AND FLOOR SY57EM LAYOUT SHOWN ON THI5 SHEET 15 5GFEMATIG IN IT. PNEUMATIC FA57ENER5 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 1" AND "T" INTLP25EGTIONS. THE SUPPORTING SUPERSTRUCTURE HAS BEEN DC516EED UNDER THE .120" BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM LOCATION OF THE HOUSE, POOL, DRIVEWAYS AND SITE FEATURES ONLY. THE 6.0. OR 3. ALL TIE 5EAM5 (MARK "7139 REINFORCING SHALL BE CONTINUOUS THROUGH TIE- ASSUMPTION THAT THE FRAMING 5CFEME SHOWN WILL CLOSELY PARALLEL FINAL TRU55 18W WHEN WOOD POSTS ARE NOT IN A FIRERATD WALL, FIRE RATE P05T AS FOLLOWS: REQUIRED BY SECTION R3143. OWNER SHALL PROVIDE A PRELIMINARY LOT FIT PERFORMED BY A LIGENGED SEAMS ONLY. ALL SPLICES TO BE A MINIMUM OF 46 BAR DIAMETERS. S. GENERAL; AND FLOOR SYSTEM DE516NER5 LAYOUT. . WRAP P05T ON ALL SIDES FROM BASE OF POST TO UNDERSIDE OF BEARING WITH (1) 163E NEAR COOKING APPLIANCES. SMOKE ALARMS SHALL NOT BE INSTALLED IN THE FOLLOWING LOCATIONS UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE SURVEYOR AT 50 PEGENT COMPLETION OF PROJECT. THE SURVEYOR IS RESPON5IBLE 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.S.C.E. 5-13/T.M.5. 402-Ib, A. STRUCTURAL DE516N 15 IN ACCORDANCE WITH A.G.I. 530-13/ A.S.GE . 2THIS FRAMING SCHEME (DIRECTION OF TRUSSES AND SLABS, MAJOR 6.T. BEARING GYP LAYER OF 5/6" TYPE "X" SUM WALL BOARD. THIS WILL PROVIDE A ONE HOUR RATING FOR THE POST. ALARM IN A LOCATION REQUIRED 8Y SECTION R314.3. ONSTCTION. IF ANY GONFLIGT5 AND ALL SITE DIMENSIONS PRIOR TO PERMIT AND CONSTRUCTION. PROM ADJACENT BEAMS. (iNO). BUILDING GORE REQUIREMENTS FOR MASONRY 5TRUGTURES AND THE COMMENTARY ON POINTS, ETGJ CAN BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME - IONIZATION SMOKE ALARMS NOT BE INSTALLED LE55 THAN 20 FEET HORIZ. FROM OCCUR BETWEEN THE ARCHITECTURAL SITE PLAN AND SURVEYORS LAYOUT THE GENERAL BUILDING GORE REQUIREMENTS FOR MASONRY STRUCTURES. PROFESSIONAL OF RECORD WHO MU57 REVIEW PROPOSED CHANCES AND AUTHIORIZE STRUCTURAL REVISIONS ACCORDINGLY. IQ. TRU55 MANUFACTURER SHALL DC516N TRUSSES TO COMPLY WITH ALL SUPERIMPOSED A PERMANENTLY INSTALLED COOKING APPLIANCE. IONIZATION SMOKE ALARMS WITH AN ALARM -SILENCING, SWITCH SHALL NOT CONTRACTOR AND ARGHITEGT SHALL BE NOTIFIED IN WBRITIN6 PRIOR TO PERMITTING 5. DROP BOTTOM OF TIE BEAMS A5 REQUIRED AT WINDOW d DOOR HEADS (28" MAX) WIND LOADS PER F.B.C. 201'1. I INSTALLED LESS THAN 10 FEET HORIZ. FROM A PERMANENTLY INSTALLED COOKING KI AND CONSTRUCTION. NO WORK SHALL BE PERFORMED UNTIL THE GENERAL 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.5C.E. 6-13/T.M.5. 602-16, SPECIFICATIONS FOR MASONRY STRUCTURES AND THE COMMENTARY ON 3. FINAL 516NED AND SEALED ENGINEERED TRU55 AND UFLOOR SYSTEM DESIGN MUST BE MECHANICAL NOTES APPLIANCE. 6. TIE BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED 8" TO PIT BLOCK SPECIFICATIONS FOR MASONRY STRUCTURES. SUBMITTED TO TH15 OFFICE FOR REVIEW. TRL65 AND FLOOR SYSTEM DESIGNERS MUST - PHOTOELECTRIC SMOKE ALARMS SHALL NOT BE INSTALLED LE55 THAN 6 FEET PROVIDE ALL TRU55 CONNECTIONS AS PART OF THE DESIGN. HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. CONCRETE NOTES WORK' -1. ALL ADDED L061TUDINAL BEAM REINFORCING SHALL EXTEND b" MINIMUM INTO G. IN HVHZ AREAS THE BUILDER SMALL EMPLOY A SPECIAL INSPECTOR APPROVED BY THE BUILDING OFFIGAL TO ENSSURURE GOMPLIANGE WITH THE APPROVED STRUCTURAL PLANS IN 4. TRU55 AMID FLOOR SYSTEM MANUFACTURER SHALL SUBMIT THREE (3) COPIES OF SHOP I. ALL HEATING, AIR CONDITIONING, REFRIGERATION AND VENTILATION EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS SET FORTH IN THE "FLORIDA BUILDING GODS IT CARBON MONOXIDE ALARM TO BE INSTALLED WITHIN 10' OF A ROOM USED FOR I. CONCRETE SHALL CONFORM TO ASTM G94/G 94M-09, SHALL HAVE A MAXIMUM SUPPORT UNLESS OTHERWISE NOTED. AC 0RDANCE WITH SECTION 2122.2.4 FB.G. DRAWINGS AND ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDA MECHANICAL' AND FLORIDA BUILDING CODE ENERGY CONSERVATION . 5LEEPIEG PURPOSES WHEN THE BUILDING HAS A FOSSIL BURNING HEATER OR APPLIANCE, A FIREPLACE, OR AN ATTACHED GAR AGE. PRIMARY POWER SHALL FROM WATER/CEMENT RATIO OF Ohs AND SHALL HAVE 5000 P51 COMPRE551VE STRENGTH IN REGISTERED ENGINEER, OF THEIR DE516N FOR REVIEW INCLUDING TWO (2) COPIES FOR COME THE HUIlDIN6 WIRING WHIEN SUCH WIRING 15 SERVED BY THE LOCAL POWER UTILITY. SUCH 28 DAYS (UNLE55 NOTED OTHERWISE) ALL CONCRETE WORK SHALL BE IN ACCORDANCE 8, REFgR TO CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL 6. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT ARCHITECT/ ENGINEERS REVIEW PRIOR TO FABRICATION. REVIEW OF SHOP 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 AV 31&-14 AND AGI 301-10. ALL CONCRETE MASONRY WORK SHALL BE IN SPECIFICATIONS. SUFFICIENT TO MAINTAIN A CLEAR UNOBSTRUCTED GONT. CELL. A COURTESY BY THE ARCHITECT/ ENGINEER AND IN NO WAY RELIEVES THE MONOXIDE ALARM SHALL BE L15TED OR LABELED BY A NATIONALLY REC46NIZED ACCORDANCE WITH AGI 550-13. MANUFACTURER OF HIS RESPONSIBILITY TO PROVIDE A LAYOUT THAT FULLY 3. PROVIDE FIRE DAMPERS AT SUPPLY AND RETURNS WHICH PASS THROUGH RATED TESTING LABORATORY. q. ONE -QUARTER OF MAXIMUM BOTTOM REINFORCING STEEL AREA OF EITHER ADJACENT T. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT INTESRATE5 WITH THE ARCHITECT/ E"INNER5 SUPERSTRUCTURE. IF THERE 15 ANY A55EMBLIE5 IF ANY. 2. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: SLAB5 ON VAPOR BEAM SHALL EXTEND THRU SUPPORT AND LAP WITH A GLASS 'A' TENSION LAP SPLICE EACH LIFT OVER 4'-0' HIGH. GLEANIOIITS SHALL BE SEALED AFTER GLEANING AND CONFLICT OR ADDITIONAL STRUCTURE NEEDED, THE TRUSS AND FLOOR SYSTEM CE 18. TAMPER RESISTANT RECEPTACLES ARE REQUIRED IN DWELLING UNITS IN ALL AREAS wi ALL 1EC BARRIER - 3/4" BEAMS AND COL.UMN55 - 1 1/2" FORMED CONCRETE BELOW GRADE-2" ON EITHER SIDE OF SUPPORT. INSPECTION, AND BEFORE GROUTING. COMPANY SHALL NOTIFY THE ARCHITECT/ ENGINEER IN WRITING OF THE SPECIFIC 4. ALL DWELLING ROOMS MUST HAVE HIVAG RETURNS. RETURNS MAY BE DUCTED, SPECIFIED IN EEG 21NT 125 VOLT, 15 d RECEPTACLES PER NS 4 6.11 UNIFORMED CONCRETE BELOW GRADE-3" AREAS OF CONCERN. JUMPERS OR TRANSFER 6RII I M. 3. REINFORCING STEEL: GRADE 60 (FY=60.000) ASTM A615/A 615M-09. Io. MARK "C' IN REINFORCING COLUMN BETWEEN TWO BEAMS INDICATES THAT REINFORCING SHALL BE CONTINUOUS 7HRU THESE TWO BEAMS. STEEL NOTES 5. TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC AHU AND MISC. EQUIPMENT. S. A/G UNITS MAY HAVE GONG. PAD OR OTHER APPROVED MATERIAL EXTENDING ASV. Iq. INTERSYSTEM BONDING TERMINATION FOR CONNECTING INTERSYSTEM BONDING AND GOORDINAT;_ LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON ADJOINING, GRADE OR SHALL BE SUSPENDED A MIN. OF b" ABV. ADJOINING GRADE. GROUNDING CONDUGTOR5 SHALL BE PROVIDED FOR TV, COMMUNICATIONS, RADIO, GATV, 4. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH "THE MANUAL 1. STRUCTURAL STEEL SHALL CONFORM TO THE AI5G "SPECIFICATION FOR THE DESIGN, TRUSS DRAIHIN65.THE BUILDER SHALL BE RESPONSIBLE FOR THE COMPLETE PADS SHALL BE A MINIMUM 4'-0"x9'-0" PAD FOR DOUBLE UNIT. M. PER NEC 250.14. (A) OR (6) OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" AS PUBLISHED FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR 51JILDINC750 . MATERIALS SHALL COORDINATION BETWEEN THE TRL66 DE516N AND AIR CONDITIONING DESIGN REQUIREMENTS. 20. PER FBG E 404.1 LIGHTING EQUIPMENT. A MINIMUM OF IS PERCENT OF THE BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. CONFORM TO THE APPLICABLE ASTM SPECIFICATION A5 FOLLOWS: W 5HAPE5 - A992/A LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE 5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY 991M-06a, OTHER SHAPES - A36/A 36M-06, PLATES A36/A 36M-06, BOLTS - A 301-14 TUBULAR - A5TM A50O/A500M-13 GRADE S (46 KSU 6. ARCHITECT NOR ENGINEER ACCEPTS ANY RMPON51BILITY FOR STRUCTURAL BEAMS, PLUMBING NOTES HIGH -EFFICACY LAMPS. SUPPORT ALL LOADS DURING CONSTRUCTION. COLUMNS, AND FOOTINGS UNTIL REVIEW OF APPROVED TRU55 AND FLOOR SYSTEM DRAWINGS, SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER. 21. BOXES AT LUMINAIRE OUTLETS: BOXES USED AT LUMINAIRE OR LAMP HOLDERS IN A REINFORCING TO FOOTING WITH SAME SIZE AND NUMBER b. DOWELS COLUMN AND WALLS 2. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDIN6 SOCIETY CO I. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION -' , F.B.C. CEILING SHALL BE DESIGNED FO THE PURPOSE AND SHALL BE REQUIRED TO SUPPORT A ABOVE. OF DOWELS A5 VERTICAL BARS ABOVE. "STRUCTURAL HELPING GORE. " ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE T. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CLIPS, TOP AND 2. ALL PLUMBING FIXTURES SHALL MEET E REQUIREMENTS OF TABLE b043, FB,-. THE3. LUMINAIRE WEICHIEG A MIN. OF 23KC (50 LIS). NEC 3142TA. T. REINFORCING, STEEL SHALL BE LAPPED 4& BAR DIA. MIN. WHERE SPLICED AND SHALL A.W.S. A5.1 ETOXX. BOTTOM EACH STUD. DISP051TION OF RAIN WATER SHALL COMPLY WITH F.B.C. PLUMBING CODE CHAPTER II. 22.PRovVE ADEQUATE CLEARANCE FOR ELECTRICAL EQUIPMENT REQUIRING SERVILE WHILE BE WIRED TOGETHER. PROVIDE CORNER BARS SAME SIZE AND NUMBER A5 HORIZ. BEAM 4. ALL PLUMBING PENETRATIONS MUST BE A MINIMUM 10'-0" FROM ROOF JACKS. ENERGIZED SUCH AS SERVICE FAUIPMIENT, PANEL BOARDS, DISCONNECTS ETC. AS PER NEc 11026 5. CONDENSATE DRAINS MUST BE A MINIMUM OF 12" OFF THE BUILDING. REINFORCING AT EACH FADE. LAP 48 BAR VIA. MIN. 6. 5HOWER COMPARTMENTS AND WALLS ABOVE BATH TUBS WITH SHIONER HEADS SHALL 23.ALL GFI SHALL BE INSTALLED IN READILY ACCEWBLE LOCATIONS PER NEC 210.6. 8. PLACING DRAHINSS ON BAR LISTS SHALL CONFORM TO AGIS "MANUAL OF STANDARD PROPOSED RESIDENCE FOR: BE FINISHED BOTH A SMOOTH, SORBENT SURFACE TO A HEIGHT NOT LESS THEN CODES USED: PRACTICE FOR DETAILING, REINFORCED CONCRETE GONSTRUCTION AS POLISHED BY THEINLET. TO INCHES ABOVE THE DRAIN INLET. CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. SMITH LOAD SCHEDULE - FLORIDA BUILDING CODE 6TH EDITION (2011) ABBREVIATIONS LOCATION LIVE DEAD TOT - FLORIDA BUILDING CODE - RESIDENTIAL 6TH EDITION (2017) GROUND FLOOR 40 105 M.G. MEDICINE CABINET SHEET METAL SCREWS SECOND FLOOR 40 25 65 25 - FLORIDA FIRE PREVENTION CODE 6TH EDITION WITH NFPA ICI-2015 EDITION ABV ABOVE EXT. EXTERIOR ST. M.R.H. MEAN ROOF HEIGHT ST. STIRRUPS TOP CHORD 40 25 AFF ABOVE FINI5FED FLOOR F.B.C. FLORIDA BUILDING CODE M.T.METAL THRESHOLD SH . STEEL BORON CHORD O 5 AHU AIR HANDLER UNIT F.R. FIRE RATED MAX. MAXIMUM 5W SWITCH BALCONIES 25 85 - k5L.E.I '1-10 B.F. BI FOLD FR FRENCH DOOR MFR. MANUFACTURER S.W.O.T. SHEARWALL OVERTURNING FORGE 50 ROOF 30 25 55 B.P. BI PA55 FIN. FINISHED MICRO. MICROWAVE TEMP, BRED TOP CHORD 30 15 BLK. BLACK FIN FLOOR BLEW. BELOW FL.O.TFLOOR R TRUSS MIN. MINIMUM T.B. THROUGH BOLT BOTTOM CHORD 0 10 DRAWING INDEX BR6. BEARING 6A. 6AUSE1RDE M.O. MA50MR"! OPENING T.O. THROUGH OUT BIM. CHORD -ATTIC 10 O BTM. BOTTOM SAW. GALVANIZED MONO. MONOLITHIC TDBB. TOP OF MASONRY BOND BEAM OVWC U GL6. CEILING CFI GROUND FAULT INTERRUPT MTL. METAL T.O.PL. TOP OF WOOD PLATE WIND: 6 I COVER SHEET513 GMU CONCRETE MASONRY UNI75 CL. GLASS O.HD. OVER HEAD DOOR T.O.TB. TOP OF TIE BEAM 0/0 ON CENTER TYPE TYPICAL Z COL COLUMN 6W5 GYPSUM WALLBOARD ULTIMATE WIND SPEED = ITC m.p.h. AS I SITE PLAN CONIC. CONCRETE GYP. BD. GYPSUM WALLBOARD HEIGHT P.L.F. POUNDS PER LINEAR FOOT U.N.O. UNLESS NOTED OTHERWISE P.S.F. POUNDS PER SQUARE FOOT UL UNDERWRITERS LABORATORIES NOMINAL WIND SPEED = 132 mph. A-1 FLOOR PLAN 1 d 2 GSMT. CASEMENT HIT. DBL. DOUBLE HPS. HOOPS P.S.I. POUNDS PER SQUARE INCH V.I.F. VERIFY IN FIELD RISK CATA60RY = II A-2 ELEVATIONS VIA. DIAMETER HR HOUR P.T. PRESSURE TREATED H.A. HEDGE ANCHORS W/ WITH BUILDING M16N AS ENCLOSED D15P. DISPOSAL HS HORIZONTAL SLIDING PARTIN, PARTITION A-3 SECTIONS d DETAILS DP DESIGN PRESSURE HVHZ HIGH VELOCITY HURRICANE ZONE PKT. POCKET WG WATER CLOSET INTERNAL FR -55URE COEFFICIENT = +/- 0.16 OR DOOR INS. INSULATION PLYWD. PLYWOOD KID. WOOD 5 I FOUNDATION PAN DIN DISH WASHER INT. INTERIOR R.O. ROU6H OPENING EXP05LRE CATEGORY = D 5 2 NG PLANS EE. EACH END L6. LONG 5C. SOLID GORE MEAN ROOF HEIGHT = 20' 7, ELEC. ELECTRICAL LIN. LINEN S.GD. SLIDING GLASS DOOR 5-2.1 FRAMING DETAILS d SCHEDULES ELEV. ELEVATION LT. LIGHT E.S. EACH SIDE L.T. LAUNDRY TUB 5F SQUARE FOOT � SINGLE HUM ROOF DEAD LOAD FOR WIND DESIGN TAKEN AT 10 ps.f. 5-3 BRACING PLANS III DETAILS HOLIDAY OUT S T L U C I E COUNTY F L E-1 ELECTRICAL PLAN > . > NOTE: THIS STRUCTURE 15 DESIGNED IN ACCORDANCE WITH CHAPTER 16 OF THE 2011 M-1 MEGHANCAL PLAN FLORIDA BUILDING CODE AND ASCE 1-10. ELECTRICAL SYMBOLS LEGEND PLAN / ELEVATION SYMBOLS LEGEND 2RECEPTACLE n JACK FB FAIN LON ® `DETECTOR 1 ATT12"" A.F.F. T PREHITELEVEV BOX SMOKE �# 5HEARWALLLABEL Q� DUPLEX RECEPTACLE/ 1 ARC (� FAULT INTERRUPT AT 12 A.F.F. T CTi THERHVAC T THERMOSTAT JUNCTION SD SMOKE ' �� HEIGHT CELL SEE ���PLAN �� CA�EPTAGLE # SDETAILCALE NTERIOR FGROUT OUNDATION �� B DUPLEX RECEPTACLE SINGLE Q QQ Ob PADDLE FAN G W/ OR WO/ L16HT EXHAUST 4 DWG 2 ELEVATION B-� BEAM LABEL AT BASE SWHIT:HED AT 6ERCOAF.F. FLOURESGENT EXHAUST FAN 3 POURED DROPPED SOFFIT ///� G DUPLEX RECEPTACLE ! SINGLE RECEPTACLE AT 8" ABV. COUNTER n DEDICATED UNIDERGOUNTER SECURITY z LIGHT FIXTURE F L /LIGHT COMBO # DETAIL CONCRETE 000# MAX. T�`� CONNECTOR COLUMN HEIGHT AS NOTED DUPLEX KEYPAD FLOURESGENT SPEAKER DWG. SCALE O DOOR LABEL T� LABEL GFt GROUND FAULT INTERRUPT � DUPLEX REGEPTAGLE- ARG © DOOR � FAULT INTERRUPT LIGHT FIXTURE � IN GL6. 0 NON-BEARIN6 FRAME ARCHED OPENING SEE CONSTRUCTION - PLAN OR ELEV. FAULT INTERRUPT ® 12" DUPLEX�� C AT 8' ABV. COUNTER ' A.F.F. CHIME PUSH INCANDESCENT LIGHT LV DOOR � REVI510N # DUPE RECEPTACLE ?GPI GROUND FAULT INTERRUPT TOP REG. SWITCHED ❑ BOTTOM FIXTURE GL6. MINTED. ® RELEASE # SECTION BEARING FRAME I HOUR FIRE RATED ARC FAULT INTERRUPT DwG. SCALE O WINDOW LABEL CONSTRUCTION WALL Q� DUPLEX RECEPTACLE SWITCH TELEPHONE OUTLET INCANDESCENT LIGHT VOLUME FIXTURE WALL' MINTED' N TOP REC. SWITCHED ® AT 12' A.F.F. CONTROL SINGLE POLE DUPLEX RECEPTACLE TELEPHONE OUTLET ® HI HAT SWITCH TMASONRY CONSTRUCTION NORTH ARROW _ _ _ - FRAME CONSTRUCTION TYPICAL FWP SWITCH GFI WATERPROOF �a FLUSH IN FLOOR GL6. MOUNTED ❑-I DISCONNECT # SECTION ABOVE OR BELOW GROUND FAULT INTERRUPT THREE WAY DWG. SCALE f� DUPLEX RECEPAACLE SWITCH DEDICATED ® DATA LIEF ® HI HAT D VAPOR PROOF BREAKER G# COLUMN LABEL BEAM HEIGHT THESE PLANS WERE PREPARED IIUc urroER GournER , Fq�WNAY ® PANEL -- BREAK LINECHANGE ELEEE� CHANGE C.V. RECESSED THE 2017 FLORIDA IFCUADRUPLEX SWITCH RECEPTACLE �n CENTRAL VACUUM Y RECEPTACLE F.PAL. METER EYEBALL g d DISC. ° T 8 DIMMER BUILDING CODE 6TH ED. - DUPLEX RECEPTACLE � �K 5W�ITEGDH SECURITY cN O CARBON MONOXIDE LAWVOLTA5E DETECTOR ® # INTERIOR ELEV. �# FOOTING LABELS SCALE GRAPHIC SCALE 0'-0" FIN. FL. SLAB FLOOR SCALE:„6 =' ° ELEVATION I BUILDING AND ASCE 7-10. FLUSH IN FLOOR LIGHTS TRANSFORMER revisions no. date designed PAR drawn PAR checked 55 date 11/25/20 scale 1/4' = I'-O" U.N.O. job no. 20-0011 . SMI QUA QUANTUM ENGINEERING ASSOCIATES INC. S"eh,ralEaggneertag & CoslSegmgalion 6415 LAKE WORTH ROAD SUITE 105 GREENACRES, FLORIDA 33463 Shawn M. Stambaugh, PE FL. LIC. 61850 - CA 26210 C W LL `Q c/) 0 Z W 00 = 0w J rr ^^ V J I project EJ _J z to J � W W U � O T W to Z Z LL � a j W � \V! 0 Z Ln W drawing COVER SHEET sheet G-1 revisions no. date 10 _0' 4.59 - - 5 �(D * Nm6601 15' COMMON US ' 0'29"Em 5604e PRT LINE LbT 1 BLOC _Z `' �I M w _ o TT d- PER 5 . 0 LUGIE GO ZOININCS N ti� 15' COMMON USE R/W c\� Q J FNg. 5/81) I.B. `ftP #4459 LEGAL DESCRIPTION HOLIDAY OUT AT 5T. LUGIE, BLOCK G, LOT I, AND EQUAL PRO-RATA INTEREST IN COMMON ELEMENTS (OR - 2&4-1471; 1052-425) PUBLIC RECORDS OF ST. LUGIE COUNTY, FLORIDA. REVIEWED FOR PROPERTY LOCATED IN FLOOD ZONE: "AE" CODE COMPLIANCE BASE ELEVATION: 5.0 ST. LUCIE COUNTY COMMUNITY PANEL NO.: 120285-0514-K BOCC DATED: 02/11/2020 PROPERTY STREET ADDRESS: 10725 SOUTH OCEAN DRIVE #40 JEN5EN BEAGH, FL., 54�57 designed PAR drawn PAR checked 55 date un5n0 scale 1/4' = 1'-0" U.NA. job no. 20-0011 . SMI QUANTUM ENGINEERING ASSOCIATES INC. S"Claral Engineering & CoslSegregaiion 6415 LAKE WORTH ROAD SUITE 105 GREENACRES, FLORIDA 33463 e\aa \ Shawn M. Stambaugh, PE FL LIC. 61650 — CA 26210 LU C) o LU 0 `L Cn 0 z W OC �� o 0 = oW =U J ^^ ` VJ 0 U) project � z to w13 � z z w to z z LL m Q 0 drawing SITE PLAN sheet AS-1 revisions no. date 36 16H MIN RAILING 411' SPADED TO \ \ REJECT A ' DIA SPHERE. TYR \ DER. TILE FL OVER BLT UP HOT MOP RUBBER MEMBRAGE SYSTEM SEALEDTO J' EXT. GRADE PLYWD�FLOOR 2ND FLOOR PLAN h GUTTERED SIDE PER GORE PRODUCT P.A. FL / NOA EXP. DATE MODEL MANUF. LA55 ATTACHMENT METHOD BLDO D.P. PRODUCT D.P. 51NSLE RM6 (SW IT-063OD& SH 7T00 PST IMPACT I-A/4' X 1-5/4' MIN. EMBED. TAPGONS o 60/111" Or, SEE WINDOW SGHED. 110.0 FIXWOLAS5 I6.045OD5 T0I/120/620 POT IMPACT I-A/4' X I-5WAf T. EMBED. TAPGON5 o 6712" OG 5M WINDOW SCHED. 3 60D SLIDING GLASS 17-0420.12 2/I 1/2020 710 PST IMPACT /4" MIN. EMBED. TAPCON5. 51/15" 1/4' T.C.'S X 1-3/4"SEE WINDOW 5GHED. i qOD PSF DOOR OG MULLIONS rt-0630DI I x 2." 5 EXT. PST 1/4' X I-3/b" MIN, EMBED. TAPCAN5 (4 FER CLIP) SEE WINDOW SCHEDULE t ITOA PSF x 0-176 SMARTVENT FL 58,22.1 1540-510 SMARTVENT SEE PROD SPEC.'S FOLD BACK TABS INTO MORTAR SEE FORM 100 + IOOD P5F JOINTS - IOOA P5F 6ARA6E DOOR FL16546.5 MODEL MM rLOPAY 5/16" X 1-5/6" MIN. EMBED. LA6 SCREWS, SEE DOOR SCHED. +456 P CLASSIC, (ONE PER BRACKET) P SF SERIES EXT. DOORS FL'7630.1 RT EXTERIOR THERMA-TRU IMPACT 1/4' T.G. W/2-3/4' MIN. EMBED T.G.'s MIN. SEE, DOOR SCHED. f 50.0 P5F • 8'-0" FIR OR SMOOTH STAR o 4" O.C. ROOFINS MATERIAL STANDING SEAM 19L11698b R5 12/31/21 ENSLERT ENSLERT, INC.#10 PANCAKE HEAD 56REW X I" (5/16"" MIN FENETR. METHOD I = -ISOD PSF SERIES 1101 THRU BOTTOM SUPPORT), 6"' O.G. METHOD 2 = -165 0 PSF (5TANDIN6 SEA ROOF FL 143r1.1 -RIO b/2I/2020 METAL SEAL BORAL PEEL 4 STICK SEE FORM 100 - 210.0 UNDERLAYMENT ROOFING T 1 ST FLOOR WINDOW SCHEDULE MARK TYPE STYLE SIZE D.P. NOTES W H + 001 SHH35 SINGLE HUNG 2'-2 1/2" 5'-3" 48.09 52.16 002 SH25 SINGLE HUNG T-2" 5'-3" 46.82 61.85 003 SH25 SINGLE HUNG 3'-2" 5'-3" 46.82 50.89 004 SH25E SINGLE HUNG T-2" 5141 46.82 50.89 Egress 005 SHH34 SINGLE HUNG 2'-3 1/2" 4'-3" 48.09 52.16 006 SH12 SINGLE HUNG 1'-7 3/4" 2'-2 1/2" 48.09 52.16 007 SH25E SINGLE HUNG T-2" 5'-3" 46.82 50.89 Egress 008 SHH35 SINGLE HUNG 2'-2 1/21' 5'-3" 48.09 52.16 009 SH23 SINGLE HUNG 31-2" 3'-3" 48.09 52.16 T.G. 010 SH23 SINGLE HUNG T-2" 3'-3" 48.08 52.16 011 SH12 SINGLE HUNG l'-7 3/4" 1 2'-21/2" 48.09 1 52.16 T.G. 012 SHH34 SINGLE HUNG 2'-3 1/4" 4'-2 1/2" 48.09 52.16 013 SHH34 SINGLE HUNG 2'-3 1/4" 4'-2 1/2" 48.09 64.38 014 SH12 SINGLE HUNG 1'-7 3/4" 2'-2 1/2" 48.09 52.16 T.G. 015 SH12 SINGLE HUNG 1'-7 3/4" 2'-2 1/2" 48.09 52.16 T.G. 016 SH13 SINGLE HUNG 1'-7 3/4" T-2 1/2" 48.09 52.16 NOTE TO 6.0. NOTE: G.G. SHALL ASSUME RESPONSIBILTY FOR ALL ALL WINDOWS a DOOR GLAZING To BE MA5ONRY/RO" OPENING SIZES AND SHALL VERIFY IMPACT RESISTANT S LOW-E INSULATED. WITH PRODUCT SPEG.'s BEFORE CONSTRUCTION. .0. PLAN designed PAR drawn PAR checked 55 date 11/25/20 scale 1/4' = 1'-0" U.N.O. job no. 20-0011 . SMI QUA QUANTUM ENGINEERING ASSOCIATES INC. Slrucrosal "g,ee g & CmtSegregxkon 6415 LAKE WORTH ROAD SUITE 105 GREENACRES, FLORIDA 33463 WWWAEh550C TE5.COM Shawn M. Stambaugh, PE FL UC. 61850 - CA 26210 CALCULATIONS AIR CONDITIONED AREAS SECOND FLOOR 367 SF GROUND FLOOR F930 SF LU LU w /1 V�J p O o Z (N.I.G. STAIR OPENING) 1297 SF (+I6.0 S.F. STAIR OPENING) NON CONDITIONED AREAS Q p O 10 GARAGE 417 SF = ~ O L.0 U FRONT COVERED 42 SF r' J BALCONY PORCH STEPS 0 496 SF project GROSS AREA GROSS AREA 1793 SF =WEWEWE1)FOR CODE COM LIANCI ST. LUCIE OUNTI.11 POOR S HEDU'LE MARK STYLE DOOR D.P. NOTES WD HGT + - 001 SINGLE EXTERIOR T-0" 6`-8" 45.92 49.99 MAIN EGRESS DO NOT SHUTTER 002 li SINGLE EXTERIOR 2'-8" 6'-8" 45.92 49.99 EXT S.C. lLE Co 003 OVERHEAD 8'-01, 8'-0" 42.76 46.83 004 OVERHEAD 8'-0" 8'-0" 42.76 53.73 005 1' SINGLE 2'-8" 6'-8" 006 SINGLE 2'-8" 6'-8" 007 BIFOLD 2'-811 6'-811 008 SINGLE 2'-811 6'-811 009 SINGLE 2'-8" 6'-8" 010 SINGLE- 2'-8" 011 POCKET 2'-0" 61-811 012 POCKET 2'-0" 6'-8" 013 BIFOLD 2'-0" 6'-811 014 SINGLE 2'-8" 6'-811 01.5 SINGLE 2'-811 6'-811 016 POCKET 2'-611 61-8" 017 BIFOLD 21-611 6'-811 018 SINGLE 21-0" 6'-811 019 SLIDING DOUBLE EXTERIOR 5'-0" 6'-8" 44.65 57.52 -J u J z to J W N C7 z > a X U W - U z z ILL N 'Q W d z U Ln LU a drawing FLOOR PLANS sheet A-1 revisions no. date .1111 11 III IIL J1 I I I IL�J L - - - J a SMART 22'-0" OL MAX ROOF HT. S.M. SEAM ROOFING 14'-6' T.O.B.B. gL 8'-0" GL6. HT. TRU55 DE516NER TO SEE WALL SECTION FOR TRUS5 HEEL CONDITION TYP _ q'-0" T.OBB. HT. 16" DP FLR W-O" TABB. CAR. GL6. HT. 4" HIGH RA15ED SMOOTH STUCCO BAND 0'-0" FIN. FL. SLAB a MAIN FLOOR RA15ED SMOOTH STUCCO BASE MIN FLD HT FIN FLR e GARAGE 12 �4 CLIPPED OVERHANG SEE WALL SECTION WAS - - - - i- 18" DEEP rLR SYSTEM - - - - - - - En J1 _ _ 22'-O" MAX ROOF HT. SEAM ROOFIN6 14'-6" T.OBB. FROM MAIN FLR 8'-0" GL6. HT. q'-0" TABB. q7-0' GL6. HT. IO'-6' T.O.F.F. 18' DP FLR GAR GL6. H lil lil lil III III lil � _ lii li it i ii ill _ �= VENT LEFT ELEVATION SMART VENT 4" HIGH RAISED SMOOTH 5=00 BAND MAX ROOF HT.qW 14-6" T.OBB. 8'-O" C16. HT. S.M. SEAM ROOFING 9b' GL6. HT. TEXTURRED STUGGO TYP. 10'-6' T.O.F.F. IS' DP FLR T.OBB. GAR. GL6. HT. O'-0" FIN_FL. 5LAB - - • MAIN FLOOR RAISED SMOOTH �- STUGGO BASE MIN FLD HT -4'-O' FROM MAIN FIN FLR IdL I J Z 0 GARAGE RIGHT ELEVATION RecetVEp BAN 2 b 101, Permi. Lue Cau tp Y 12 TRU55 DE516NER TO SEE 4 WALL SECTION FOR TRUSS - - - - HEEL CONDITION TYP. - - - 412 � __ __ L __ --:I __ �C�• I rFi*,7 III,_ Il C ICI MEN= IN 11001 ALL VOOR5 ARE IMPACT RESISTANT REFER TO PROVXT APPROVAL AFFIDAVIT i INI CI IICIC1ImlMI' IC INKI 6.G.TO FIELD VERIFY ALL FLOOR HEI6HT5 BEFORE CONSTRUCTION. designed PAR drawn PAR checked 55 date 11/25n0 scale 1/4" =1'-0" U.N.O. job no. 20-0011 . SMI t QUANTUM ENGINEERING ASSOCIATES INC. S#UcturalEngineering & OstSegregatwn 6415 LAKE WORTH. ROAD SURE 105 GREENACRES, FLORIDA 33463 W W W.OEA53CCIATES.COM Shawn M. Stambaugh, PE FL. LIC. 61850 — CA 26210 LU U l 00 0 z . U Q ®® Q w J V d (n project CODE C®M LIA Q S.M. SEAM ROfff I,�1CIE ®�� .ads B0 i LJ FROM MAIN FLR Ul 61-0" GL6. HT. I 7 a GUTTER BY 6.C. Ix U W N 17 TEXTURRED 5TUC00 TYP. Z Z U' LL W CL 1FIT ' OP ` % z 18" DP FLR S - - - q' O" TABB.. � F CAR. GL6.HTLU � I 4" HIGH RAISED SMOOTH STUCCO BAND 1 _ O'-O" FIN. FL. 5LA5 52" ABV MIN FLD O MAIN FLOOR drawing RAISED SMOOTH 71 5TUGG0 BASE ELEVATIONS - IN FAD. HT. FLD 1576A' NAND FIN FLR 0 6ARA6E sheet FRONT ELEVATI''OIN A-2 GONG. OR MASONRY 2x4 P.T. BUCK SET IN SEALANT FASTEN W/ 1/4" DIA. x 2-5/4" MI 7APCON5 4" FROM Q Oo Q o CORNERS 412" O/C MAX 0 O 1. DOOR TRIM DOOR FRAME FASTEN TO BUCK W/ (2) #10 6ALV. x 2-1/2" SGREH5 a 2'-0' 0/0 DOOR TRIM PERIMETER SEALANT STUCCO FINISH HEAD/JAMB DETAIL (DOOR) STUCCO FIN15H PERIMETER SEALANT CONIC. OR MASONRY Ix6 P.T. BUCK SET IN SEALANT AND NAILED W/I-I/2' CASE HARDENED q° COIL NAILS AT 12" O/C. 0 O°O o' MAX. DRYWALL BOARD GAULKIN6 DOOR FRAME FASTEN THRU BUCK KI (2) 1/44 T.G x 1-5/4" MIN EMBED 6 -'- I JAMB/HEAD DETAIL (5.O.D.) DOOR THRESHOLD SET IN BED OF CAULK 4 FASTENED TO SILL W/ #8 x 1 1/2" SGREH5 0 18" O/a ��3luri3'T�i1:L1 FLOOR COVERING °O 0.0 O O, . 0 0 GONG. FLOOR SLAB PERIMETER SEALANT STUCCO FINISH SILL DETAIL (DOOR) DOOR FRAME FASTEN TO BUCK H/(2) 5/I6"x 2-1/2" TAPCON SCREWS a 2'-0' O/G FLOOR COVERI N6 I 0 �6ROUT BED CONCRETE SLAB SILL DETAIL ALUMINUM FRAME SECURE FRAME TO SILL WITH 51LICONE o ObD0o PRECA5T OR POURED SILL W/ 1 #5 BAR PERIMETER SEALANT 51LL DETAIL (WINDOW) LONG. COLUMN HEATHER STRIPPING BY DOOR MANF. 6ARA&E DOOR C/_ 6ALV. STL. VERT. TRACK BY MANF. FASTENED TO TRACK PER FROD. APPROV.SPEC.S SAW. 5TL. TRACK BRACKETS FASTENED TO WOOD JAMB PER PROD. APPRV. SPEG.S 72xb MIN. P.T. ATTACHED TO COLUMN W/ I/2"x 5-1/2" REDHEADS H/2" DIA. xh," THK HASHERS a 2'-0" O/G VERT. (611 MAX. FROM ENDS) AMB DETAIL (GARAGE DOOR) EXTERIOR GMU HALL pgroo i 74, • ice. °•_ ,_ O (2) #10 S.M.S. TOP 4 BOTTOM e EACH STUD FIN15HED GEILIN6 - SEE TYP. HALL SECTION CONT. 25 6AU5E METAL TRACKS TOP 4 BOTTOM W/ (1) #10 5M5 a 24" O/C 2X4 STUDS a Ib" O/G 1/2" TYPE GYPSUM WALLBOARD 0" APPLIED VERTICALLY 4 ATTACHED W/ 1" LONS BUGLE HEAD SGREW5 TO EACH 51DE a 12" O/G CONT. 25 6AL'6E MErAL TRACKS TOP 4 BOTTOM PWT. 2X4 BOT PL. CONIC. FLOOR SLAB 114" 3-112" TAPCON5 a 24" O.G. OR HILTI PINS .145" DIA x 1" L6. 0 16" O/G W/ I" W05HER5 TYPICAL INTERIOR PARTITION SCALE: 3/4" = 1'-0" (2) 010 5.M5. TOP 4 BOTTOM a EACH STUD FINISHED GEILIN6 - SEE TYP. WALL SECTION Ix4 BLOGKIN6 a CABINET LOCATIONS. FASTEN EA. END TO STUDS H/ (2) #10 S.M.S. EA. END 2X4 STUDS 0 I6" O/G 112" TYPE 6YFa) M WALLBOARD 0 APPLIED VER77CA-LY 4 ATTACHED W/ IN LONG BUGLE HEAD SGREW5 TO EACH SIDE a 12" O/G Cow 25 6AU6E METAL TRACKS TOP 4 BOTTOM kW..T. 2X4 BOT PL. CON,. FLOOR SLAB U� 114" 3-112" TAPGONS a 24" O.G. OR HIL77 PINS .143" DIA x IN L6. o I6" O/G W/ 1" WA5HER5 TYPICAL INTERIOR PARTITION ALONG CABINETRY BACKING SCALE: 314" = 1'-O" ALUMINUM FRAME, FASTEN TO STRUCTURE THRU BUCK H/ 3/Ib" TAPCON SCREWS 0 12' 0/0. MIN. 1-1/4" EMBED PERIMETER SEALANT STUCCO FINISH CON,. OR MA50NRY Ix4 MIN. P.T. BUCK SET IN SEALANT AND NAILED H/1-1/2" CASE HARDENED COIL NAILS AT 12" 0/0. MAX. GRYHALL BOARD GAULKIN6 JAMB DETAIL (WINDOW) \_ALL EXTERIOR GEILIN15 MATERIAL TO BE HY-RIB LATHE AND STUCCO FASTENERS AT 24" O.G., EITHER 1-3/4" MIN EMBEDMENT ROOFING NAILS WITH 1/6" SHANK AND 3/8" HEADS OR STAPLES KITH 1-5/4" MIN EMBEDMENT LESS 4 1/I6" (Ib SASE) EXT. PORCH CLO DET. #1 TOP RAIL 2x HOOD OR PVC, PICKETS SPACED TO REJECT A 4" DIA SPHERE BOTTOM f�l♦ ® GUARDRAIL DETAIL - TYP. Ix4 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 I -DRYWALL BOARD GAULKIN5 1�—ALUMINUM FRAME, FASTEN TO STRUCTURE THRU BUCK H/ 5/16" TAPGON SCREWS 0 12" 0/G. MIN. 1-1/4" EMBED IMETER SEALANT STUCCO FINISH HEAD DETAIL (WINDOW) HANDRAIL SOUTHERN Y. PINE #1 TYPICAL ----------- SOUTHERN Y. PINE #1 SPACED TO REJECT v A 4" SPHERE ° (Fb IN 1T50 p61) TYPICAL m #12x3" WD. SCREWS TOP 4 BTM. TYP. :GER FOR HALL MOUNT HANDRAIL DETAIL °a m #12011 WD - ry SGREH5 TOP 4 `r #120' WD. BTM. TYP. m = Lr SCREWS TOP 4 t = BTM. 0 16" 0/G m (ONLY APPLIES TO m ' CONNECTION TO Hp. FRAMIMK. DOES WOOD FRAMING NOT APPLY TO STAIRS CONNECTION TO HOOD 5TAIR5 GUARDRAIL DETAIL COVER ALL CONDITIONS 1/4" THK x6'xl2" 5TL PLATE MELDED TO TOP LEFT AND TOP RIGHT SIDES OF 5TL ANGLE BOX. SECURE W/(2)5/8" DIA) WA. a 6" O.G. INTO EACH PLATE. 4" MIN EMBED TYP. - -THRU-OUT I/4" THK x2"x2" 5TL ANGLE MELDED INTO BOX SHAPE _= I ADD DIA60NAL5 - I EACH SIDE PAINT ALL SURFACES FOR RUST 2� _= I PREVENTION H 1/4' THK 5TL CENTER RIB 1/4" THK 5TL BASE BOLTED TO HALL (5/8" DIA) H.A. 12" O.G. (3 MIN) SIZE OF BASE TO BE DETERMINED BY S.C. 13 A/C SUPPORT DETAIL CONCRETE LINTEL SEE BEAM 50HEDULE PT 2X2 MIN CONTIN BATTEN 00/16" X 1-1/4" EMBEDMT TAPGONS a 24' O.G. NAILS 0.12 DIA. SHANK 5/8" DIA HEAD I-1/2' LONG a b" O.G. (WHITE) QUAD PANEL ALUM/VINYL VENTED SOFFIT "AMC" J-CHANNEL 0p155 THK ALUM W/T-NAIL a 12" O.G. TO G55 4 18 5A 1/4" 55 STAPLE H/'I/5" MIN EMBEDMT 0 24" O.G. TO PT 2X2 BATTEN. (MIN) SOFFIT ATTACHMENT DETAIL OPTIONAL I -I. >,11 I rT I I 2�DI PAR Pr1IG J 1 L I UP T� I OP/�L i 1'1 pd LAUNDRY IN T°SEDER PLUMBING RISER DIAGRAM NOT TO SCALE PRE -ENO. WOOD ROOF TRU55'S o24" O/G TYPICAL H/APPROVED SAW. TRU55 ANCHORS 5EE 12 FRAMING AND BRACING PLAN 5EE R-14 9UGRA5EAL 5PRA FOAM INSULATION (SEE EHEROY GALLS} 1/2" (MIN) SAO RESIST. 6YPSUM BOARD APPLIED TO WER510E OF TRU55M FIRE STOP TYPICAL BOND BEAM. REFER TO FLOOR PLAN FOR BEAM SCHEDULE. CORNER BARS MIN LAP 25" WAL SCALE: 3/ 12 QSEE ELEV R-19 SU L SPRAY FOAM INSULATION.N. S (SEE (SEE ENERGY GALW }" MIN 5.R. GYPSUM BOARD APPLIED. TO UNDERSIDE OF TRUSSES 2xb BLOCKING AT MID HE1644T In" GYPSUM BOARD OVER 2xb WOOD 5TUD5 AT 16' G/G. R-15 BATT INSULATION 3/4" PLYWOOD DIAPHRA6M W/ IOd NAILS AT INTERIOR SUPPORTS AND 8" G/G AT PANEL EDGES. E06E BLOGKIN6 2" NOMINAL. PLYWOOD SHALL BE SLUED H/ ADHE51VE5 MEETING REQUIREMENT5 of AF6-01 PRE-EN61 WOOD FLOOR TRIY5E5 a 5P INS SPECIFIED ON PLAN5 DBL 2110 (MI USE R-21 (MIN) BATT .- : .:..... INSULATION IN FLOOR OVER 6ARA6E 5/8" GYPSUM BOARD APPLIED TO - UNDERSIDE OF TRUSSES IN 6ARAS-E GL6. Ix2 FIRE STOP - IN A/C SPACE 1/2" 6YPSUM BOARD OVER Ix2 P.T. FURRING a Ib" 0/6 OVER 3/4' THK FOAM END INSULATION. R-5.0 MIN. STKGO SCRATCH COAT IN 6ARA6E RAISED POURED GONG CURB 4" THICK GONG. SLAB Wl bxbxlO W.W.M. AROUND PERIMETER OF BLD6. ON b MIL VAPOR BARRIOR OVER GLEAN, HELL COMPACTED TERMITE TREATED GLEAN SAND FILL. IN STANDING MTL SEAM ROOFING OVER FEEL 4 STICK MEMBRANE ROOFING OVER 11/52" EXT GRADE COX PLYHD. FASTEN MTL ROOF PER MANUFAGT. -SPECIFICATIONS FOR ITO MPH WIND PER FB.C. 201-1 6TH EDITION (SEE DIAPHRAGM SCHEDULE FOR NAILING PATTERN RAIN SUTTER - TYP ALL AROUND (NOT TO EXCEED PROP. LINE) PER NETTLES 15LAND RE65 4 CODES. CONTIN. 6ALV. MTL DRIP OVER 2xb HOOD FASCIA SECURED TO TRUSS ENDS. AVINYL COVERED FASCIA. NAILS 0.12 DIA, SHANK 3/8" DIA HEAD 1-1/2" LONG 0 6" O.G. (WHITE) 0 I STORY ZERO SIDE OF HOUSE L SECTION 4" = I'-0' I" 5TANDIN& MTL SEAM ROOFING OVER PEEL 4 STICK MEMBRANE ROOFING OVER NA52" EXT 6RADE COX PLYHD. FASTEN MTL ROOF PER MANUFAGT. SPECIFICATIONS FOR ITO MPH HIND PER F.B.C. R 2011 bth EDIT. (SEE DIAPHRAGM SCHEDULE FOR NAILING PATTERN PRE-EN6IHEERED ROOF TRUSSES AT 24" C/G SEE TRUSS BRAvN6 PLAN FOR ANCHORAGE SCHEDULE AND DETAILS. II SEE ELEVATIONS FROM MAIN FLOOR I CONTIN. 6ALV. MTL DRIP OVER 2xb 12'..D FASCIA ON TRUSSE5. O.A. USE VINYL COVERED FASCIA AND VINYL VENTILATED SOFFIT. LIP OVERHANG ON ZERO 51DE OF HOUSE AS SHORN IN SECTION BIAS STUCCO OVER 5/8" THK DENSE 6LA55 SOLD OVER TYVEK BLD6 H¢AP OVER 19/32" THK COX EXT GRADE PLYWOOD OVER 2xb WOOD STUDS a Ib" O/C. TYPICAL. 2 NO FINISHED FLR_E2 E SEE ELEVATYO>NS 15# FELT UNDER PLATE TYPICAL BOND BEAM. REFER TO II• I: q FLOOR PLAN FOR BEAM SCHEDULE. 5/8" STUCCO FINISH (2 COATS) OVER 8' GONG. BLOCK H/ (1) 05 BAR VERT. t` IN CONIC. FILLED CELL AS PER PLAN MIN LAP 30 DIAMETERS REVIE l ALL HALL AND CEILING FINI5HE5 SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT GREATER C,`ODE C I, THEN 200 AS PER FBG R 2011 bth EDIT. NOTE: INSULATION MATERIALS, INGLUDIN6 FAGIN65, 5UGH A5 AORI"�C RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED HITHIIF FLOOR-GEILIN6 ASSEMBLIES, ROOF -CEILING ASSEMBLIES, HALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 200 WITH AN AGGOMPANYIN6 5MOKE-DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN :': a , ACC.ORDANGE WITH A5TM E 64. "1 NOTE: EXPOSED ATTIC, INSULATION. ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC, FLOORS SHALL HAVE A CRITICAL RADIANT . q FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER EXP05M I FOAM PLASTIC INSULATION MATERIALS EXP05ED ON THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WALLS SHALL COMPLY WITH SECTION R316 NOTE: 6 O'-O" FIN, FLR R7023.1 MATERIALS. ALL GYPSUM BOARD MATERIALS AND I FIN. FLR. ABOVE FLOOD ACCESSORIES SHALL CONFORM TO A5TM G 56, G T9, G 475, I + VERIFY W/ SURVEY INFGR . G 514, C,650, C 451, C,460, C 1002, C,104-1, C IITT, C,11i8, C,, 4 EXT. ELEV.S 1278, G 1395 OR C,1396 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROV15IONS of THIS SECTION. ADHE51VE5 FOR THE INSTALLATION d OF 6YP5UM BOARD SHALL CONFORM TO A5TM G 55T. STUCCO STOP A5 REQUIRED BY LOCAL BLD5 DEPARTMT AND PER NOTE: R102.4.1 6ENERAL. CERAMIC TILE SURFACES SHALL BE INSTALLED IN ACCORDANCE WITH ANSI A106.1, AlObA A1083, A108b, A108.11, AII8.1, AII83, AI3b.1 AND A157.1. R102.42 CEMENT, FIBER -CEMENT AND GLASS MAT GYPSUM BACKERS. CEMENT, FIBER -CEMENT OR 6LA55 MAT GYPSUM BAGKER5 IN COMPLIANCE WITH A57M C 1266,6 1325 OR G I1i6 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS SHALL BE USED AS BACKERS FOR HALL TILE IN TUB AND 5HOMER AREAS AND HALL PANELS IN 51­10MER AREAS. USE FIBER CEMENT TYPICAL WHERE FIW;ZLA55 PREFAB UNITS ARE NOT INSTALLED. F.B.G2001 �i GRADE eBUILDING WALL SECTION SCALE: 314' = P-O" TRUSS COMPANY TO FOLLOW THIS HALL SECTION TO DESIGN THE OVERHANG CONDITION revisions no. date designed PAR drawn PAR checked 55 date 11/23/20 scale 1/4' = 1'-0" U.NO. job no. 20-0011 . SMI QUA QUANTUN ENGINEERING ASSOCIATES INC. Sb ewralEngrneerrng & Cost Segregalron 6415 LAKE WORTH ROAD SUITE 105 GREENACRES, FLORIDA 33463 W W W.OEASSOCIATESLOM Shawn M. Stambaugh, PE FL LIC. 61850 - CA. 26210 U o z ry UJ Q LL C/) O Z LU 0 = Ow J Cn JO project I run LIANCE LINTY a z U. W J W U � a W — (n z z 129 LL In W a � LU drawing SECTIONS & DETAILS sheet A-3 ELECTRICAL SYMBOLS DUPLEX RECEPTACLE SWITCH TELEV15ION JACK Q sn SMOKE DETECTOR g F.P.4L. METER 4 015G. AT 12' A.F.F. 51N&LE POLE PREWIRED TB DUPLEX RECEPTACLE `THREE � .F. AGLE SHITCH ® BREAKER AT BASE 13 Ili WAY AT12" A.FV. E DISCONNECT PANEL QD DUPLEX RECEPTACLE SWITCH (� HVAc. PADDLE FAN EXHAUST FC AT &' ABV. COUNTER 4 FOUR WAY T THERMOSTAT o o W/ OR WO/ L16HT PAN DUPLEX RECEPTACLE % SWITCH O 'INTERCOM (MASTER) M ❑ FLOURE5GENT F� EXHAUST FLUSH IN FLOOR R RHIOSTAT I AT 60" A.F.F. LIGHT FIXTURE PAN II GFI DUPLEX RECEPTACLE 6Rom FAULT n SWITCH DIMMER TELEPHONE OUTLET ® AT 12" A.F.F. INCANDESCENT LIGHT FIXTURE CL6. MNTED. Y LV DOOR RELEASE ?DUPLEX RECEPTACLE �K SWITCH TELEPHONE OUTLET INCANDESCENT LIGHT FIXTURE WALL. MNTED. (v� I VOLUME CONTROL TOP RISC. 5HITCHED KEYED FLUSH IN FLOOR FWP RECEPTACLEEx HARECEPTACLE SECURITY SPEAKER ® ® HIHAT GL6. MOUNTED ? O UADRUPLFX KEYPAD IN CIL& (H� DUPLEX RECEPTACLE JUNCTION L(LJ/PSEGURITY ® HI HAT ® LOW VOLTAGE TLC UNDER COUNTER BOX LIGHTS VAPOR PROOF TRAN5FOR432 c GFI DUPLEX RECEP. 4 DOOR RECE55M FI3 CEILING MTD. 11 GFI AT 8' ABV. COUNTER CHIME EYEBALL FLUORE5GENT FAN BOX STRIP FIXTURE Q �M (SLAVF� ] Q� I Pep, 2�EOLT STATION PUSHBUTTON GFI REG 200 -AMP PANEL'A' 100% GALL. 5RKR WIRE SIZE DESCRIPTION # # DESCRIPTION SIZE P41RE BRKIR CALG. 100% IOp00 .... A ... 042) R #6 AHU #1 . 1 5 2 . 4 CUOI .. .... #6 R -(2) A .......... A - ......... S,000 50421) R *10 ... DRYER ...... . 5 'T 6 .......... 6 RANSE #6 R ......... -(2) 12,0 .. - .... - ....... - 2'TOO ............. 20-2 R *12 019*0SIER DISPOSAL II 4[14 GARAGE GFI #12 R 2040.500 - NA5FER 012 R 20-(1) 1,500 - - 1$00 20-(1) R #12 REFRI6. IS MICROWAVE /HD #12 R 20-(I) 1,500ISOO 20-(U R #I2 APPLIANCE 15 WP GFI #12 R 2041) 1500 - B 555I5{I)R#14 BREAKFAST IT KITCHEN LTG, #I4 R 1541) 555 BB 555= 15-(I) R #I4 LIVING RM 19SMOKE DET. #12 R 2041) 400 - B 555'. 15-(U R #14 LIVINGRM 21M BATH #14 R 15-0U 555 B B 555 15-0U R *14 LIVING RM 2 2 FLOOOS 014 R 15-0U 555 B - 1500 20-(1) R *12 I.G. / ALARM 5 M BATH 014 R 15-0) 555 B B 555 15-(1) R 014 SEDRM M BATH 014 R 15-(I) 555 B B 555 15-(I) R 014 5EDRM g DOCK LIGHT 014 R 15-(I) 500 - 5,000 A -(2) R 06 AHU 02 51 . 5 3 _.TANKLE55 ........ HATER HTR 06 ....... R .. 7(2) ............... 6,500 - - - - - - SPARE 5 TANKLE55. HATER HTR #6 R 42) ..... 6,500 .......... - - - - - - SPARE 51 - - - - - SPARE CN12 06 R 4Z A A - - - -. - SPARE 41 IO,OA 12,616 A.I.G. RATING 10,000 32b85 - TOTAL ALL PANEL5 45,465 Ist I0p00 at 100% 10,000 REMAINDER AT 40% 14,M52 A/C, LOAD AT 65% V50 TOTAL = 55,g452 / 240 = 141.45 AMPS �'1 PROPERTY LINE •U.G. LI614TIN6. I T METER I / FINAL LOCATION BY S.C. / rNO---------- 6ENERAL CONTRACTOR TO COORDINATE FINAL HVAC LAYOUT WITH TRUSS I COMPANY BEFORE TRU55ES ARE BUILT. J (1) SETS OF (3) 02/0 AW6. TIC! IN 1-1/2" CONDUIT (I)SET OF (3) 02/0 AWLS. TWIN IN I-1/2' CONDUIT n METER ANEL "A" O to PANEL 200A 200 A xoa I #4 CU. 6ND. WIRE TO GOLD WATER PIPE AND 15/8" 6DX 10' GU Sr/PPLEMENTAL 64ZOLW ROD AND TO ONE REINFORGEIN6 BAR IN THE FOUNDATION 20'-O" LONG MIN. ELECTRICAL RISER DIAGRAM revisions no. date designed PAR drawn PAR checked 55 date 4/4/20 scale 1/4" = I'-O' U.N.O. job no. 20-0011 5MI AGGU #1 d #2 HUNS FROM WALL V-O" GLR ELK 7 aDi* -1A1 ui U W in LL `+ / O Z W ( LL REVIEWED i-UR= 00 O Lu CODE COMPLIANkE = v ST. LUCIE COUm BOCC O project ELECTRICAL NOTE5: A. HEAT STRIP LOAD 60VERN5 OVER GONDEN50R UNIT LOAD. B. GENERAL LIGHTING CALCULATED a 1,2,17 (50.FT) x 3 0qATTS/S2.PT) - 3,6g1/ II (6EN176.0IR) = 353.72 (WATT5/EA) G. CONDUIT 512E. D. `EE SUB -PANEL CALCULATIONS. R BRANCH CIRCUITS RUN IN ROMEX. A.I.C. CALCULATIONS (2 x 40 x 26,144)/(5000 x 240) = I.T5 0+1.75= 36 .36 x 26,144 = 4525.04 A.I.G. OF SERVICE = g525.011 A.I.G. RATIN6 OF PANEL = 10,000 J Z U. m- _l LJ U) Z > O' L1 tR 1J Z Z fLl ILL W W 0 � Z U to LU 0 drawing 1ST &2ND ELECTRICAL FLOOR PLANS ram:---------� 6ENERAL CONTRACTOR TO COORDINATE I FINAL HVAG LAYOUT WITH TRIW COMPANY SORE TRUSSES ARE BUILT. sheet AND»:--------- E-1 I ALL BEDROOMS MUST HAVE ARC FAULT I INTERRUPTION L--------- J SEE PLAN FOR ACTUAL NO. 4 DIM. OF RI5ER5 AID TREADS 1 43 NOSING P TYPICAL (2) LAYERS C 6xb �Jr-•- W1.4xW1.4 N.N. I� - 50 PLAN 04 BARS • I 048°O/C • �� MAX. r� I i r _ 2) 44xGONT. k � I. LI I III CO . FOOTING SEE SCHEDULE _ 12 TYP. GONG. 51 STAIR DETAIL IM MATCHINS DONELS 46 BAR I WALL DIA. MIN. W/STD. HOOKS Ir. 145 CONT. 50 MIN. GLR l4°LONG. 45 VERT. BARS 0 = k iRp6E 4'-O' MAX. OR AS Q �2 LOCATED ON PLANS. GROUT WALL SOLID. ' TRANSVERSE BARS ONLY A5 REQD. 1Q�1 Y ' { SEE FOOTING HEDU SCLE SEE SCHED. EDGE BARS ALWAY5 REMAIN. SPACE OTHERS EQUALLY 50 CONT. ISOLATED SPREAD I1145 CONT. 5' MIN. GLR �4° GONG. ajp. 45 VERT. BARS 0 - 4'-0' MAX. OR AS 9 LOCATED ON PLAN5. 6ROUT WALL SOLID. TRANSVERSE BARS f ONLY AS READ. EQ. EQ. CONT.REBAR SEE FOOTING SCHEDULE SEE SCH D. EDGE BARS ALWAY5 REMAIN. SPACE OTHERS EQUALLY 35 CONT. 150LATED SPREAD WOOD 5HEARWALL.SEE 5HERMALL DETAIL FOR CONNECTION .1-45 CONT. 5' MIN. GLR I/2" 1 �w,rv.r. EXP. 4° COW. JOINT 45 VERT. BARS 0 = �, 4'-0" MAX. OR AS-T • GO LOCATED ON SLAB PLANS. GROUT WALL SOLID. TRANSVERSE BARS ONLY A5 REQD. Xr EQ 1 GONT.REBAR SEE FOOTING SCHEDULE SEE SCHEO. EDGE BARS ALWAYS REMAIN. SPACE OTHERS EOUALLY O CONT. 150LATED SPREAD FOOTING SCHEDULE DETAIL MARK SIZE (WxD) REINVIRGIN& DESCRIPTION NO. EXTERIOR STEW44.0 F-1 I6x12"xCONT. W/2 45 CONTIN. BOT. OhE STORY 4qF W/3 45 CONT. 1 TOP 4 2 STM. EXTERIOR MONOLITHIC F-2 24"x12xGONT. IWW5 TRN5VER5E BARS 0 16" O.G. TNO STORY 4qA 51 EXTERIOR 5TM ftALL F$ I0°x12%CONT. K2 45 CONTIN WT. ONE STORY 50B PO 05 CONT. I TOP 4 2 BTM. EXTERIOR 5TEMWALL F-4 24x12'xCONT. K" TRN5VERW BARS 0 16" O.G. ONE STORY 505 EMNALL T F-5 165d2'xCCNT. W/2 45 CONTIN BOT. AT STAIRSTAIR AS 12 57EMWAU F-6 I6'x12"xGONT. W/2 #5 CONT. AT STAIRS 55A F-7 IBx12xGONT. K2 45 COW ISOLATED SPREAD NA EXTERIOR 5TEM11ALL F-0 ID"x12%C0W.. W/2 45 CONTIN ONE STORY 50H ISOLATW F-q 5'-0" x 5'-0° x 12" W415 CONTIN PAD 7 kO 45 CONT. I TOP 4 2 STM. EXTERIOR STEMWALL FIO 24x125irM.. W/45 TRN5VERSE EARS o 16° O.G. TNO STORY 44E THICKENED E06C TE-I 10" x DROP x CONT. YI/145 CONT AT DROP 54 hV 1 IM5 GONT. TOP 4 SM.VARIES SLOPE 11 N!9 D1� WIRE MESH 4" GONG. SLAB COMPAG FILL MASONRY WALL VER . REINFORCEMENT f PER PLAN SROUT ALL it ) CELLS SOLID BELOW SLAB ` TRANSVERSE BARS ONLY AS ROOD. SEE 50FEDULE IOr-FEE EQ GONT.REBAR SEE P0077NGSCHMXUEDSE BARS ALWAYS REMAAN SPACE O EQUALLY 44E CONT. 150LATE0 SPREAD 145 CONT. 5• MIN. GLR. 1/2" �I1 EXP 4°GONG. 6W—c JOINT 45 VERT. BARS 0 - k j 4"' 4'-0' MAX. OR AS Q GONG. LOCATED ON LAN5.6ROU7 zr ALL SOLID. LONLYA6 s TRANSVERSE BARS READ. 54 EQ, �. EQ. I GONT.R�ARSEEFOOTING SGHEDIAESEE SGHEO.EDGE BARS ALWAYS REMAIN. SPACE OTHERS EQUALLY CONT. 150LATED SPREAD MATCHING DOIELS 46 BAR PIA. MIN. W/STD. HOOKS 145 CONT. 5' MIN. GLR �4°GONG.SLA 45 VERT. BARS 0 - 41-0" MAX. OR A5 iQn LOCATED ON LAN5.SOL6R IDOUT WALL . TRANSVERSE BARS P LONLY AS READ. ....._ _ CONT.REBAR SEE EQ. EQ. FOOTING SCHEDULE SEE SCHED. EDGE BARS ALWAYS REMAIN. SPACE OTHERS 4q EQUALLY GONT. 150LATED SPREAD 1-15 CANT 5' MIN GLR. 6, WJ1CF. 4" GONG 4AB MIN Q Z " 44 0 48" O/G 1 ► BAR5 ONLY AS qw RE= SEE �t-" T SGNEDUI E GONT.REBAR SEE FOOTING SCHEDULE SEE SGHED. EDGE BARS ALWAYS REMAIN. SPACE OTHERS EQUALLY HICK. EDGE 6 DOOR ^ MASONRY WALL MATCHING DONEL5 46 BAR DIA. MIN. AU/STD. HOOKS 4" .SLAB WIRE ME511 - I-45 T. 5" - iP MIN. GLR. • TRANSVERSE .. BARS ONLY AS READ. SEE ,-. EQ. GONT.RIBAR SEE FOOTING SCHEDULI SEE SGHED. EDGE BARS ALWAYS REMAAN. SPACE OTHER EQUALLY 51ACONT. 150LATEP SPREAD COLUMN SCHEDULE MARS' SIZE TYPE DESCRIPTION C-1 6x6 BLOCK GONG. ELK. W/1 FULLY &ROUTED CELL YIA-45 VERT. EA. CELL 0 6 -0" O/G MAX. OR A5 LOCATM ON PLANS C-2 6x1b BLOCK GONGBLOCK NU2 FULLY GROUTED CELLS W/1-45 VERT. EA. CELL G-3 bx12 BLOCK RIN%ZR T-32q OR EQUAL CONC. O" ELK. FULLY GROUTED W/2 VERT. C-4 45°IRREGULAR BLOCK RINKER T-gg0 OR EQUAL CONG.'O° ELK. FULLY SRCUIFD W4 VERT. C-5 6x6 BLOCK COW. BLOCK FULLY &ROUT® CELLS -15 VERT. (U BAR EACH FACE 6x16 BLOCK CON,. BLOCK W/2 FULLY 6RanW 5 W%I-* VERT. EA. CELL E-7 bxl6 BLOCK CONG. BLOCK 1N/2 FULLY 6RaMV G 2 BARS EACH FACE 5 W%2-46 VERT. EA. CELL 10'$" 6'44'-5' 01�5'-T 1/2" 1' k 5'-2 1/2" 5'-11, — — — I — — — — — — — — — — — — — — — — — — :.I -1 — — — — — — — — — — — — FI x 5° / MIN .. / 22'$"2 -10" 0'-0" FIN. FLOOR SLAB / FLOOR SLAB TO BE 4' THICK POURED Q G CONCRETE SLAB WITH 6" X 6" X WI.4xKI.4 / WYI.M. ON 6 MIL VISQUEEN (OR EQUAL) ON / gL/+ GLEAN WILL COMPACTED FILL. =I' e CIP 01 FB / 2 —FI— 2 F3 G // vo/4 4 / 5 4111 -0II 2'-5" G \ F4 �? 4 12 b F3 \ \ \ ?„ / v 51 m , G2 \ \ I n 0 5 5 .� 9 PAVERs F2 2 a GS / 0FIO F IO ,�� 14 h a U F2 I + \ F2 / \ \ <<7 51M. / h CONC, OR DRIVEWAY `ea G9 m HE16M HITHH FINALVER) ALL FINAL RISM 8roFY GRADE DOIM — + `51+ PAVERS BEFORE CONSTRUCTION revisions no. date designed PAR drawn PAR checked 55 date 11/25/20 scale 1/4" = 1'-0' U.N.O. job no. 20-0011 . SMI QUA QUANTUM ENGINEERING ASSOCIATES INC. ° StmetwalEngiaee g&Coer&egregallon 6415 LAKE WORTH ROAD SUITE 106 GREENACRES, FLORIDA 33463 w OE SOCuTES.00M N Shawn M. Stambaugh, PE FL. UC. 01850 — CA 26210 LU U o Z of LU J LL rr® VJ 0 Z LL! 00 = 0 LEI REVIEWED FOB C) CODE COMPLIAIN' -J ST LUCIE COUPM 0 BiOC project FILE COPY 6.0. TO VERIFY ALL FOUNDATION DIMENSIONS AND FINISH FLOOR HEISHT WITH SURVEY INFO BEFORE CONSTRUCTION VENT CALCULATIONS BELOW FLOOD: SLAB: 514.0 S.F. NEED TO BE HYDRO POURED CONCRETE SLAB OVER (SEE VENTED ONSIDE S.F. CMU WALL 0 SLAB SPEGS) OVER APPROVED GARAGE) VAPOR BARRIER AND HELL 2 SMART VENTS COVERS 400 S.F. COMPACTED (TO 45 %) GLEAN AND ALLONED TERMITE TREATED SAND FILL 13 J z W D i] N > o' W — (Jl 17' z ED LL � d W U Q 17 z in LU 0 SMART VENT HYDRO VENT. (200 S.F. PETS NOTE TO BUILDER: PER 522.22 FBC R 20116TH ED.. VERIFY ALL DIMENSION5 AND ANOLE5 SEE FLOOR PLAN FOR SQUARE FT. drawing SHOWN WITH SITE SURVEY GALC. OF 6ARASE. INFORMATION BEFORE CONSTRUCTION F O U N D A N V" NOTE TO BUILDER: PLAN NOTE: ALL MASONRY RETAINING WALLS WEATHERING AREA PER TABLE 5012.0) SHALL BE GROUTED SOLID BELON WEATHERING: NEGLIGIBLE SLAB LEVEL TERMITE: VERY HEAVEY NOTE TO BUILDER/5U5CONTRA0TORS: BUILDER SHALL COMPLY WITH FBG SECTION R404.1.1 FOR STEM WALL CONSTRUCTION sheet S - 1 ALL SETBACKS WERE PRE APPROVED THROUGH THE 5T. LUGIE COUNTY ZONING DEPARTMENT �,AFF l'RAVITY LOADS FOR 5" PRECAST 4 PRESTRESSED U-LINTELS CIIK<F`I�fi7 SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 6U8 8F8-OB 6F72-0B Bfl6-OB OM-OB 8F24-0B 928-M SF32-08 8FB-iB 8fl2-1B Bfl8-18 8F20-10 81`24-18 W2B-16 8F32-18 2'-10'(34� PRECAST 2231 3M 46M 6113 7547 8974 10304 118M 3089 48M 6113 7547 8974 1 10394 IIW9 3'-6" 42 PRECAST ( ' 2231 3D69 3719 5163 6007 8054 95oz 10951 3069 48M 6113 7547 8974 10394 11809 4'-0" (48' PRECAST 1966 2561 2751 382D 4890 5961 7034 8107 2893 4W5 0113 7547 8974 10394 118DO 4'-6" (541 PRECAST 1599 1980 2110 2931 3753 4576 MW 6224 2189 4375 6113 7547 8672 10294 118DO 5'-4" (64' PRECAST 1217 1349 1438 INN 2500 3123 36B6 4249 1663 1 3090 5365 7547(361 73<191 VAI9 1012 19 5'-10'(70' PRECAST 1062 1105 1173 1631 2090 2540 30M 3470 1451 2672 4380 7168 45 WAl9 718 19 8378 20 6'-6" (78' PRECAST 1238 2177 3480 3031 3707 4383 5W 1238 2177 3480 5381 B350 103W37 W914) T-6" (90' PRECAST 743 1011 1729 2632 2205 20M 3191 305 1011 1729 2061 389E 5651 8467 44 6472 15 9'-4" (1121 PRECAST 554 WB 1160 1825 2564 34M 2818 3302 752 1245 1843 2564 3466 4705 &V0 4 10'-6'(1261 PRECAST 475 535 890 1247 2093 2777 2163 25M 843 1052 1533 2093 2781 384J 3B 4754 45 1 V-4" (136' PRECAST 362 582 945 13M 1846 2423 3127 40D6 582 945 1366 1846 2423 3127 4006 12'-0'(144' PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 28D5 3552 13'-4"(1601 PRECAST 296 471 755 1075 1428 183 2718 2B83 471 755 1075 1428 1= 2316 2853 14'-0'(1687 PRECAST 279 424 706 1002 I= 1597 2127 2530 442 706 1002 13M 1BB7 2127 2630 14'-8'(1767 PRESTRESSED N.R. MR MR MR MR wt MR 458 783 1370 1902 2245 2517 2712 15'-4' (1847 PRESTRESSED N,R, MR MR MR MR MR MR MR 412 710 1250 1733 20M 23" 2513 17'-4'(2081 PRESTRESSED N.R. MR MR Mt MR 30D D 548 O B50 1326 w 1808 1N9 2047 19'-4'(2321 PRESTRESSED N.R. MR MR MR MR MR MR MR 235 420 750 1037 I= 1515 1716 21'-4"(2561 PRESTRESSED N R MR MR MR MR MR MR MR 180 340 508 845 1114 1359 1468 22'-0"(2641 PRESTRESSED N R MR MR MR Nfl MR Nfl MR 165 315 550 784 1047 1285 1399 24'-O'(2881 PRESTRESSED N.R. NR NR MR NR NR MR MR 129 250 450 654 884 1092 2-22 (1) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. STRAP TOP PLATE TO STUDS W/ U512 5FTH 4, 6 OR b V' STRAP OVER TOP PLATE AND UP EACH 51VE WW(6 ) IOd NAILS TYPICAL V-rP" M57Alb STRAP FASTEN TO STUDS AND HEADER W(b) IOd NAILS EA. PO-EIER (TYP) PROVIDE DBL. KING 4 JACK STUD EA. SIDE OF OPENING NAILED TOGETHER W/ I6d NAIL 0 6" OIC STAGGERED HEADER OR G.T. 51 E FRAMING PLAN 2x BLACKING, a 4'-0" O/C MAX. 2x STUDS a 16" OlG MAX. STRAP SILL TO 57VM W/ LISP SPTH 4,6 OR b V' STRAP OVER SILL AND DOAN EACH SIDE W/(6 ) IOd NAILS TYPICAL STRAP 5TIA5 TO GIRDER WNSP M5TA24 W/(v IOd NAILS EACH MEMBER 0525# EA) FASTEN BTM. PLAT`_ TO 6T TOP CHORD N/ (2) ROWS OF I6d NAILS a 12" O/G CANT. 2xb RIBBON READ FOR 2 PLY TRUSSES ONLY W/ I6d NAILS AT 12" 0/C 2 CONNECTION DETAIL PRE -ENS. ND. 61RDER TRU55 (1) USP I-STA 24 EA. SIDE 1,01-I0d NAILS EA. MEMBER (2 STRAPS TOTAL) WOOD HEADER - USP LTH20 EA. SIDE PER PLAN W (6)-IOdxI4" NAILS EA. MEMBER (2-5TRAP5 TOTAL) g2 CONNECTION DETAIL PT E F TG SAFE LATERAL LOADS FOR 5" PRECAST 6 PRESTRESSED U-LINTELS 0~r4M 4"' SAFE LOAD PLF LENGTH TEE BUB 8F8 emu 2'-10-(341 PRECAST 1293 1642 2135 X-6- (421 PRECAST 1025 1024 1830 4'-0' (481 PRECAST 765 763 1365 4'-6' (54' 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'(168' PRECAST 205 293 96 14'-8' (1761 PRESTRESSED N.R. 284 89 15'-4'(1841 PRESTRESSED N.R. 259 82 17'-4° (20B' PRESTRESSED N.R. 194 63 19'-4"(2321 PRESTRESSED N.R. 148 51 21'-4"(2561 PRESTRESSED N.R. 125 42 22'-0-(2641 PRESTRESSED N.R. 116 39 24'-0'(2881 PRESTRESSED N.R. 91 1 33 SAFE UPLIFT LOADS FOR 5" PRECAST 4 PRE5TRE55ED U-LINTELS 4Ati744Ra9'a SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8-1T BF12-1T BF18-1T BF20-1T 8F24-1T BF2B-1T BF32-1T sm-zr 8fl2-zr one-zr BF2o-zr Brz4-zr am-zr am-zr 2'-10"(347 PRECAST 1972 3173 4480 5747 7034 B321 M 1972 3173 4480 5747 7034 8321 9808 3'-6" (42' PRECAST 150 2524 3547 4560 5591 6613 71IN 1569 2524 3547 4589 5591 6613 76M 4'-0- (48' PRECAST 130 2192 3079 3966 4853 5740 6627 130 2192 3079 3066 4W3 5740 6627 4'-6" (541 PRECAST 12D7 1940 2724 3508 4292 5077 5861 1207 1 1940 2724 3508 4292 5077 5561 5'-4' (64' PRECAST 1016 IB32 22DD 2949 3607 4265 4924 1016 1632 220D 2849 3607 4265 4924 5-10'(701 PRECAST ON 1492 21193 2694 3285 3807 4498 on 1402 2093 2594 3285 3097 4498 6'-6- (781 PRECAST 835 1z 1340 189D 2419 2959 3408 4038 835 1341 1680 2419 2959 3408 4038 T-s' (so7 PRECAST rn 1021 1 12 21 11 I(M 10 =9 727 1166 1 1634 2102 2571 3D39 3508 9'-4- (112' PRECAST 591 650 113XI5 14711 1811 15 21 16 24K15 591 1 851 1326 1705 2D84 2463 2842 10'-6" (1261 PRECAST 00 552 914 15 IINX15 145815 n 15 15 530 686 1183 1526 1665 2204 2544 11'-4'(1387 PRECAST 474 485 798 15 1 15 1272 9 151 15 17 15 494 599 1028 1422 1738 1 2D53 230 12'-O'(144') PRECAST 470 9 441 723 1416N(13 115115 1 15 158215 470 543 928 1649 1948 2247 13'-4'(160' PRECAST 418 15 373 6D6 14 982 14 114 14 132114 428 455 770 1444 1718 1993 14'-O'(168') PRECAST 354 is 346 5%(14 W7 14 1 t4 12114 410 42D 7D9 1434 8 1694 8 19M 14'-B'(1761 PRESTRESSED 239 519 13 823 13 978 14 11 14 246 32D 655 1324 8 1 11 187 11 15'-4'(1841 PRESTRESSED 224 3D2 485 13707 13 909 1 t 13 230 354 BOB e97 1224 (81 15NOX141 1813104 17'-e(2081 PRESTRESSED 167 255 404 12 520 12 637 (12 7U(12M 872 12 192 003 50D 732 993 B 1 14 14 14 19'-e(2321 PRESTRESSED 182 222 347 11 446 11 546 12 848 tz 745 12 lee 261 424 615 831 IRA 105 14 1225(14 21'-4'(256' PRESTRESSED 142 196 306 11 393 11 480 11 557 11 654 11 142 230 309 531 -13 907 t 1 1 22'-0"(2641 PRESTRESSED 137 192 295 10 J78 11 48t 10 546 tt 629 11 137 221 354 508 BBt 881 1 997 13 24'-O'(288' PRESTRESSED 124 175 267 1D 341 10 416 10 0100 586 10 124 2DO 318 45D 000 M 758 12 875 1 (1) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. STRAP PM. TOP PLATE TO STUDS M SP "SPTH4b OR b" 5TRAP OVER TOP PLATE AND DOWN EACH 51DE PV (4) IOd NAILS (TYPICAL) USP L5TA 12 EACH SIDE FASTEN TO 5nM ARID WADER WW(6) IOd NAILS TYPICAL FEARER OR G.T. SEE FRAMING PLAN STRAP BOTTOM PLATE TO STUDS WNSP "SPTH4b OR b" STRAP OVER BOTTOM PLATE AND UP EACH 51DE W/ (6) IOd NAILS (TYPICAL) U5P HT45 HOLD DOWN STRAP W/ (15) IOd NAILS TO 5TUD 4 (1) 50' WEDGE ANCHOR TO GONG. W/ 6" MIN EMBED. SAV WED GE DGE ANCHORS a G O/C AND WMAX. FROM OPENINGS /W/3"x5"xl/4" STEEL WA5HER5 EMBED 4' MIN. INTERIOR MONOLITHIC FOOTING (SEE SGHED) 23 MAX UPLIFT = 4215# 52 CONNECTION DETAIL MARK THiCK GRADE NAILING — 2x STUDS 0 16" 0/0. ALL16N STUDS W/ STUDS BELOW, SOLID BLOCKING a 4'-0' 0/0 VERTICAL MAX. OR AT PANEL J STRAP UPPER MIS. WALL TO LOWER BR6. WALL W/ U5P M5TA24 STRAP W 61-IOd NAILS EACH MEMBER PRE -ENO. WOOD FLOOR TRL66 WALL SHEATHING, NAIL PER DIAPHRAGM 50HEOULE 5TRA12 DBL. TOP PLATE TO STUDS W/ LISP 'SPTH6" U-STRAP OVER TOP PLATE AND DONN EACH SIDE W/ (6) IOd NAILS (TYPICAL) Dom— (WA_I) WEDGE ANCH. a ( SP_I ) AND 6" MAX. FROM OPENINGS F 13"x3°xl/4° 37EEL WA_9LR5 EMBED (EM_1) MIN. g2 CONNECTION DETAIL PLYWOOD SHEARWALL SCHEDULE COW.. 2X4 P.T. RIBBON 1W HILTI DNI-72-Pb 0 6° O/G MAX NAIL SFEATHINIS PER DIAPHRAGM SCHEDULE PRE -FAD ROOF TRW 0 24" O/C (5) 1/4"xb" SIMPSON 5D5 SCREWS W I" NA5HER5 EA. 57LV (Ib' 0/0MAX) • z_ (2)2x12 P.T. WOOD LEDGER - NOTCH ONE MEt+EER INTO ' STUD. DO NOT 4" OVERGUTNOTCH LISP THP26 W/ (Ib) I0dxl-1/2" NAILS TO LEDGER 4 (12) I0&1-1/2" NAILS TO T2U55 VIEW EXIST. FRAMED WALL PER PLAN 52 CONNECTION DETAIL • .. • l__1 A 14/32" ONE SIDE APA RATED 40120, EXP. I IOd NAILS 0 6° O/C (FIELD) IOd NAIL5 0 4" O/C (EDGES) 2x6 #2 SP o I6° O/G 2x6 W/ (2) ROWS OF I6d NAILS 0 12" O/G _ (2) 2xb #2 Sp MSTA24 340 D 1"2" ONE SIDE APA RATED 40/20, EXP. I IOd NAILS 0 6° 0/6 (FIELD) IOd NA1L5 a 4" 0/C (ED6E5) 2xb #2 5P o ib" O/0 _ 2x6 P.T. FW 5/6" VIA. HEDGE ANCHORS 0 24" O/O (2) 2x6 02 5P HTT22 340 NOTES: I. ALL PANEL ED6E5 BACKED WITH 2 INCH NOMINAL OR WIDER FRAMING 2. ALL NAILS ARE COMMON, TYPICAL, 5. STRICTLY FOLLOW ALL U5P M TIE -BEAM SCHEDULE REINFORCING 43 HOOPS TOP MID BTM MARK SIZE OR 5TIRRUP5 REMARKS TYPICAL MASONRY BOND BEAM CONT. UNLESS NOTED OTHERWISE B0-1 bx16 1#5 - - NOW READ. (2) GaLR5E5 FILLED CASTCRM HIGH STRENGTH LINTEL L-I 6x26 I#5 - 1#5 NONE READ. ALL COURSES FILLED CA5TCRETE HIGH STRENGTH LINTEL L-2 bx2,0 1#5 - PIS NONE READ. ALL COURSES FILLED CASTCRETE HIGH STRENGTH LINTEL L-3 45xl6 1415 - M NONE REQO. (2) COURSES FILLED CASTCRETE H16H STRENGTH LINTEL L-4 bx46 143 - 1#5 NONE READ. ALL CaP_cE5 FILLED - CASTCRETE HIGH STREW774 LINTEL L-5 43x2b 1#5 - 145 NONE REOD. ALL CaMSE5 PILLED bx44 CASTCRETE HIGH STRENGTH LINTEL ALL COURSES FILLED PROVIDE L 6 bx40 IAS - 1>G NONE READ. Z BARS 0 BEAM TRANSITION CASTCRETE HIGH STRENGTH LINTEL L-7 605 I#5 - 1#5 NONE READ. ALL GO✓1R5E5 FILLED STRAP TOP PLATE TO STUDS !!/ U5P SPTH 4, b OR 8 °U" STRAP OVER TOP PLATE AND UP EACH SIDE UW(6 ) IOd NAILS TYPICAL 115P" MSTAI6 STRAP FASTEN TO STUDS AND HEADER W/(6) IOd NAILS EA. MEMBER (TYP) PROVIDE S&L. KING 4 JACK STUD EA. 51DE OF OPENINGS 4'-0" AND LE55 4 05L'S EA. 51DE OF OPENIN65 > 4'-0" NAILED T06ETFER K/ I6d NAIL a 6" O/G 5TAG6. HEADER - SEE FRAMING PLAN 2x BLOCKING 0 4'-0' O/C MAX. STRAP SILL TO 5T1D5 W/ USP SP7 H 4,6 OR b "U" STRAP OVER SILL AND DOM EACH SIDE W/(6 ) IOd HAI/ 5 TYPICAL STRAP BOTTOM PLATE TO STUDS FWI %SP" 5PTH4, 6 OR b "U" STRAP UNDR BOTTOM PLATE AND UP EACH SIDE IW(4 ) IOd NA/1 5 TYPICAL 2x STUDS a 16' O/C MAX 112E AD. a 24" O/C AND 6" MAX FROM EACH SIDE OF OPENINGS UW3"x3"x1/4" STEEL WASHERS EMBED IN GONG. OR BOND BEA 4° MIN. g2 CONNECTION DETAIL M revisions no. date designed PAR drawn PAR checked 55 date 11/25/20 scale 1/4' = P-O" U.N.O. job no. 20-00II .5MI QUA QUANTUM ENGINEERING ASSOCIATES INC. Stmelural Engineering & CostSegregatton 6415 LAKE WORTH ROAD SUITE 105 GREENACRES, FLORIDA 33463 Shawn M. Stambaugh, PE FL. LIC. 61850 - C.A. 26210 LU U o LU J 0 LL VJ 0 Z LLI � C) 0 0 LU U = C G J � :D F -0 Cn COUNTY _J z _ J W Ll In > a �W U — in l7 z z U iz LLL o � -� U Ln Ln AA W 0 drawing FLOOR & ROOF FRAMING PLANS sheet S-2 b"Xib' BOND { BEAM (PER t SCHEDULE) Wxb" PRECAST 1:. LINTEL. =i. FILL COLUMNS 1., AND LINTEL 50LID W/ 6ROU'T 8 xb" FILLED CELLS H/ 145 VERT. (TYP) TYP. DET. LINTEL ON COLUMN 3/4" = 1'-0" SEE BEAM AND COLUMN SCHEDULES FOR REINFORGIN6 SIZES TYPICAL. CARRY BEAM ONTO TOTAL COLUMN WIDTH TYPICAL CONC. BEAM FRAMING INTO COLUMN PROVIDE 45 CORNER �-� BARx30"x30' FOR I }l EACH TOP BAR BREAK AWAY SIDE OF MASONRY COLUMN FOR CONTINUOUS POUR F SEE BEAM SCHEDULE 11: t1• FOR REINFORG 1 \1 1l•'• L ...Sr EXTEND TOP BAR 4='—b•x6" FILLED CELLS HOOK INTO 5EGOND GE SEE PLAN AND COLUMN FILL COLUMNS SOLID SCHEDULE FOR REINF. W/PEA-MIX CONCRETE TYP. CHANGE IN TIE BM. HT. 3/4" = 1'-0" b"xb" FILLED _. OFENIN65 <= b'-0': CELLS SEE PLAN PROVIDE b•Xb" MIN. AND COLUMN BOND BEAM COURSE SCHEDULE FOR / W/ 145 MID. OR REINF. l b"Xb' MIN. FORMED r1. J/ MASONRY CONC. SILL W/ 245 MASONRY r OPENING MID. HALL ` OPENINGS > 6-0"; PROVIDE b'X6" MIN. BREAK AWAY SIDE 1° BOND BEAM COURSE I OF MASONRY ( z W2-�5 MID. OR COLUMN FOR b"Xb" MIN. FORMED CONTINUOUS POUR - ':... CONIC. SILL W/ 2-45 1 MID. I" PROVIDE 6" MIN I PROVIDE 6"xb" PENETRATION EA _.. 48 MAX FILLED CELLS W/ END 4 TIED TO � 1-05 VERT. DONEL VERT. REINF. W/ 5TD. AGI HOOK y - _ -�L��- 'T~--{-�.. FOUNDATION OR EA. END o 4'-0" 1 0/G WHEN OPENIN6 INTERMEDIATE ) I EXCEEDS 4'-0" BEAM WIDE SILL REINF. AT MASONRY OPENINGS TYP. 5/4" = 1'-0" T.O.T.B. t ' CONCRETE TIE -BEAM I i SEE TIE BEAM SCHEDULE 1 HIGH STRENGTH PREGA5T LINTEL H/REINFORGIN6 A5 REQD. SEE LINTEL SCHEDULE COLUMNS BEYOND SEE FOUNDATION PLAN TYP. DET. LINTEL W/TIE BEAM 3/4" = 1'-0" MASONRY. SPRN 1 SPRN 2 SPRN 3 1/4 1/4 1/4 1/2 S1 S1 S2 'G' B (END) TOp R TOPBT BA rR ap BTM. BAR 6"MIN. EE BTM. BAR 'E' BAR NOS10 ON COVER BEAM NOTES BTM. BAR £' BAR HOOPS OR STIRRUPS SPACED FROM SUPPORT HOOPS OR STIRRUPS FACE AS 5GHEOULED SPACED FROM SUPPORT FACE AS 5GHEDULED BENDING DIAGRAM (FOR CAST IN PLACE CONCRETE BEAMS) -- ` ,1.. PRECAST 1: LINTEL. LINTEL. IFFILL COLUMNS AND LINTEL SOLID r1 W/FEA-MIX CONCRETE 1- Wxb" FILLED CELLS SEE PLAN AND COLUMN SCHEDULE. TYP. DET. LINTEL W/TIE BEAM 3/4" = V-0" FILL COLUMNS AND LINTEL 50LID W/ GROUT T.O.B.B. o _ • L4 -t r COLUMNS BEYOND 50 FOUNDATION PLAN TYP. DET. LINTEL ON COLUMN 3/4' = 1'-0" o O o MASONRY I I �� I I ICONCRETE COLUMN 50 RY � PROVIDE PREFAB. "L"_ JOINT REINFORCING AT ALL CORNERS PLAN VIEW 0010 EXTEND JOINT REINF. 6" OINTO CONCRETE COLUMN PROVIDE PREFAB. T' JOINT REINFORGIN6 AT O ALL T INTERSECTIONS PLAN VIEW TYPICAL MASONRY JOINT REINF. DETAILS q 6A. HORIZ. JOINT REINF at 16" o/c, TYP. PLAN VIEW FASTEN G.T. TO EACH - STUD W/ USP MSTA24 W/ q-IOd NAILS E.E. FASTEN STUDS TO TOP 4 - BTM. PLATE W/ VSP" 5PTH 4,6, OR b' STRAP H/6-I0d NAILS EA. SIDE OF STUDS 3/4" FLOOR SHEATHING — WOOD P057 SEE FRAMING PLAN (15) 16dx2-1/2" NAILS TO WOOD POST ANCHOR-1 HOLD DOWN OR APPROVED EQUAL TB_2 WEDGE ANCHOR EM_1 22 CONNECTION DETAIL 2xb STUDS FASTEN 5TJD5 TO TOP 4 BTM. PLATE Wat Ib"OlG USP SPTH6 "U" STRAPS W/ 6-I0d NAILS EA. SIDE OF 511105 (2) 2x6 PT BTM. PLATE FASTENED TO BEAM H/ 5/b" N.A. W/ 4" MIN. EMBED. 0 24" O/C, 4 6" MAX. FROM OPENIN65 W/ 3"x3"xl/4" 5TL. WA5HER5 (I) ROW OF IOd NAILS at 6" a/c INTO 2x6 PT LEDGER x CONT. w/(2) ROWS OF 0.145' DIA. PA -Fs at 16" o% (1-1/211 EMBED), STA65. U5P "HTA 20" EMBED STRAP at 4'-0" o% w/ (10) IOd x 1-1/2" LS. INTO 2x6x6'-O" LONG 5P FLAT BLOGKIN5 I - INTO 2x61 FL4TI BLK'6 t b �o% b" A PRE-EN5. HD. 61RDER TRUSS (1) U51F M5TA30 EA. 51DE WRIT) IOd NAILS EA. MEMBER (2 STRAPS TOTAL) (2) USP M5TA 24 EA. DBL STD READ—j 51DE H/1-I0d NAILS EA. BEARING MEMBER (4 STRAPS x SILL 2 TOTAL) A5 REG STRAP TOP PLATE TO STUDS W/ USP SPTH 4, 6 OR 6 'V' STRAP OVER TOP PLATE AND UP EACH SIDEWW6 )10d NAILS TYPICAL V_-Po M5TA16 STRAP FASTEN TO STUDS AND HEADER W(b) Tod NAILS EA. MEMBER (TYPJ PROVIDE SOL. KING 4 JACK STUD EA. 51DE OF OPENIN65 4'-0" AND LE55 4 DBLS EA. SIDE OF OPENINS5 > 4'-0" NAILED T06ETHER H/ Ibd NAIL 0 b' O/G STA66. HEADER - SEE FRAMING PLAN 2x BLOCKING 0 4'-0" O/C MAX. 2x STUDS 0 16" O/C MAX. STRAP SILL TO STUDS W/ USP 5PTH 4,6 OR 6 Vm STRAP OVER SILL AND DOWN EACH 5117E W/(6) IOd NAILS TYPICAL I GONG. TIE -BEAM OR BOND BEAM 6" GMU WALL 8 I �coNG.r1E-BEAMFLOM S DOUBLE e CONNECTION DETAIL SEE OTHER DETAIL FOR e CONNECTION DETAIL BOND BEAM REQUIRED PER SCHEDULE CONNECTION 0 RIBBON SECTION ELEV. GONT 2x4 VERT. 0 2-O" O/C 19/32" ROOF PLYWOOD. NAIL 15 NAIL TO TRUSS W/ 0) Ibd NAILS PER DIAPHRAGM SCHEDULE 2. CONNECTION DETAIL I 111132 ExT. PLYWD. 51EATHlN6 PRE-E%. WOOD TM55S SEE NAIL PER DIAPHARGM SCHEDULE SEE FRAMING PLAN FOR ACTUAL TYP. WALL SECTION FOR ACTUAL TRUSS DIRECTION HEEL AND O.H. CONDITIONS IF -9 ATHIN6 LISP RT16A or RTI6-2 CLIP W/ (q) NAIL PER. SCHEDULE j -- --- - IOd x -I/2" NAILS TO TRU55 4 (b) BLOCK PER PRAMINS PLAN I _Is _ _ _ _ _ _ 1 L _ t 2xb STUDS 0 Ib" O/C I ----- ------ J IOd NAILS TO PLATE 2- CONNECTION DETAIL STRAP DBL. TOP PLATE TO (2) ROVLS of 16d NAILS ELEV. 0 12" 0/G STRAP STUDS TO 61RDER VIEw 57_1 NL / 2X4 BLOGKIN6 WITH VIEw (5) 16d TOE NAILS E.E. EACH MEMBER (13051> EA) CONT 2x4 HORIZ. NAIL TO VERT. CONT. 2X6 RIBBON W/ (3) Ibd NAILS. NAIL TO EA, VERTICAL W® W/(4) Ibd NAILS SECTION 1q,32 EKT. FLYN000 FLOOR SHEATH/N6 5HEATHIN6 BOTTOM NAIL PER. SGIDULE BLOCK PER I=RAMI�PLAN 2. CONNECTION DETAIL VARIES - SEE PLAN Iq/52" ROOF PLYWOOD. NAIL PER DIAPHRAGM SCHEDULE PRE-EN6, WOOD TRUSSES SEE TYP. WALL SECTION FOR U5P RTI6 RAFTER TIE ACTUAL HEEL AND O.H. W(b) 10d NAILS EA. PRE-EN6. PC TRUSSES CONDITIONS MEMBER BLOCK PER PLAN LISP RT16A CLIP H/ (q) PRE ENS. FLOOR IOd x I-I/2" NAILS TO TRU55 4 61RMR. TRUSS TRUSSES SEE SHEATFIIN6 FRAMING PLAN TO TOP CHORD (11) IOd NAILS TO BEAM DOUBLE TOP PLATE F q; WOOD BEAM PER CONT. 2X6 RIBBON AS GIRDER TRUSS PLAN U5P RTO STRAP W/ (T) NEEDED W/ Ibd NAILS SEE FRAMING PLAN Ibd NAILS EA. MEMBER - 0 6" O/G TWO STRAPS EA. GIRDER 5EGTION ELEV. 2x WOOD STUD FRAMING 16 CONNECTION DETAIL BY CONTRACTOR 2. MAX. UPLIFT = 13804 FI MAX. = 6004 F2 MAX. = 6454 I2 CONNECTION DETAIL EXTEND WALL SHEATHING PAST TOP CHORD 1/4" TH. PLATE HANGER —� 2x5TUD 0 I6" O/C PRE -ENS. 2x6 BLOGKIN6 - FASTEN W. GIRDER TO EACH STUD W/ 3-I6d NAILS , WOOD ROOF TRL65M 0 24' 0/G (2) 5/5"" THRU-BOLT5 IO 2 CONNECTION DETAIL WOOD BEAM MEET EA. OTHER 0 qO DES. ANGLE OVER COL. LOCATION. (SE FRAMING PLAN) PLAN VIEw BLOCK BY TRU55 MFR 1/4" STEEL SEAT MASONRY 4"x44WOOD COLUMN WALL (2) 5/61, DIA. BOLTS 0. (2) 5/b'° HEDGE THROUGH POST ANCHORS w/ I" WASHERS (4" MIN. EMBED) EA. SIDE (4)112a DIA. THW5EGTI ON 2 EA. C71RR� I/4" TH. PLATE HANGER WOOD FLOOR TRUSSES HANGERS 8Y O 24"O/G TRUSS MANE PRE-EN6. M. 61RDER 3,16. 22 CONNECTION DETAIL 12. CONNECTION DETAIL PRE-EN6.HOOD TRU55E5 SEE TYP. WALL SECTION FASTEN 6.T. TO EACH EXTEND WALL SHEATHING FOR ACTUAL HEEL AND STUD W USP M5TA24 W/ PAST TOP CHORD O.H. CONDITIONS q-IOd NAILS E.E. USP HTW20 TH15T STRAP 2xSTUO 0 16" 0/G FASTEN W/ NAILS PER FASTEN STUDS TO TOP 4 2x6 BLOCKING -FASTEN SCHEDULE A5 REOD. BTM. PLATE W/"USP" SPTH TO EACH STUD W/ 4,6, OR 8' STRAP W/b-IOd 3-I6d NAILS FRAME BEARING WALL NAILS EA. SIDE OF STUDS WOOD ROOF ELEV. TRL65M o 24" STRAP DBL. TOP PLATE TO STUDS ST_1 TOP PLATE AND DOWN EACH SIDE NL_I STUDS-1 mmf SOLID BLOGKIN6 0 4'-0" O/G VERT. MAX. HAN5STRAP PT BOTTOM PLATE TO 5TUD5 TRUSS 5 BY TRUSS MAttF, ST_2 BOTTOM PLATE AND UP EACH 51DE NL_2 5/8"WED6EANCHORS 024"D/G I2. CONNECTION DETAIL AND b' MAX. FROM OPENIN66 W/3"x3"xl/4" STEEL WASHERS EMBED 4" MIN. FLOOR SLAB SECTION ALLOWABLE UPLIFT LOADS FASTENER 51ZE TOTAL FASTENERS INTO EACH MEMBER 6 6 10 12 lodxl-1/2" 1260 1260 Ce 1530 *"NOTE: (2) STRAPS MAY BE U5ED 2I TO DOUBLE THE TABULATED CAPACITY."•" 2 CONNECTION DETAIL STUDS W/ U5P SPTH4A OR 6 2x STUDS U-STRAP OVER TOP PLATE AND STRAP TOP PLATE TO STUDS 0 16" O/C DOWN EA. SIDE W/ (b) IOd NAILS 1W USP SPTH 4, 6 OR 6 "U" STRAP (SEE PLAN) (TYPICAL) OVER TOP PLATE AND UP EACH SIDE W/(6 ) !Od NAILS TYPICAL SOLID BLOCKING 0 4'-O" 0/G VERT. MAX. USF" M5TA16 STRAP FASTEN TO STUDS AND HEADER W(b) IOd MAX UPLIFT = l36O* NAILS EA. MEMBER INSIDE 4 FI MAX. = 6000 OUT51DE - 4 STRAPS TOTAL EA. F2 MAX =# END (TYP) PROVIDE L.KIN65TDEA. SIDE e 2 CONNECTION DETAIL HEADER OR 6.T. SEE FRAMING PLAN Iq/52' ROOF PLYWOOD. NAIL PER DIAPHRAGM SCHEDULE 2x BLOCKING 0 4b" O/C MAX. PRE ENO. WOOD TRUSS'S SEE TYP. 2x STUDS 0 16" CIO MAX. WALL SECTION FOR ACTUAL HEEL x SILL AND O.H. CONDITIONS STRAP SILL TO STUDS USP HTW20 TWIST STRAP FASTEN W/ LISP 5PTH 4,6 OR 6 %1" STRAP W/ NAILS PER SCHEDULE AS READ. OVER SILL AND DOWW EACH SIDE 1W(61 Lod NAILS TYPICAL LISP RT16A or RTI6-2 CLIP W/ (q) IC x I-I/2' NAILS TO TRU55 4 (b) IOd STRAP BOTTOM PLATE TO STUDS NAILS TO PLATE o WA "U5P" 5PTH4, 6 OR 6 "U' STRAP ELF UNDER BOTTOM PLATE AND UP EACH STRAP DEL. TOP PLATE TO STUDS 0 SIDE W/(4) !Od NAILS TYPICAL 2x STUDS W/ USP "5PTH46 OR 8' U-STRAP 0 16" O/G OVER TOP PLATE AND DOWN EA. SIMP50N H05B HOLD DOWN H/ (2) (SEE PLANT SIDE W/ (b) IOd NAILS (TYPICAL 5/4' THRU-BOLTS TO STUDS 4 (1) 5/b" SOLID BLOGKIN6 0 4'-0" O/G VERT. MAX. 51MPSON 55T624 EMBEDDED ANCHOR LATERAL LOAD = WOO (PARALLEL=FU, 6454 (FERP.=F2) TO GONG W/ 20" MIN EMBED 1/2" A.B. 0 24" O/G AND 6" MAX. FROM EACH 51DE OF OPENIN66 W/3"x3 xl/4" STEEL WA5H£R5 EMBED IN CONIC. OR BOND BEAM ALLOWABLE UPLIFT LOADS FASTENER SIZE TOTAL PA57£1,ERS INTO EACH MEMBER 6 6 10 12 IOdxl-1/2" 1260 1260 ISe 1530 4 MIN. •""NOTE: (2) STRAPS MAY BE USED 2 CONNECTION DETAIL 2. TO DOUBLE THE TABULATEDGAPAGIT✓.°R CONNECTION DETAIL ROOF SHEATHING E06E NAILING EKT. PLYWOOD SHEATHING (SEE PLAN) ALONG BLK'S `� �� L SCHEDULE x b'-0" LONG 2x WOOD STUDS FASTENED TOGETHER W/ 16d NAILS 0 4" O/G STA66ERED 2x SILL PLATE (BEYOND)PLAN 2x WOOD 5TUD5 FASTENED TOGETHER W/ Ibd NAILS 0 4" 150hETRIG O/G 5TASGERED 2x SILL PLATE (BEYOND) PLAN INTERIOR PLYWOOD SHEATHIN5 SEE 5HE4RWALL SCHEDULE e2 CONNECTION DETAIL _ CORNER DETAIL ro. wAlt SEE PLAN 4-I6d NAILS ,i` O EACH LAP J 2xb P.T. BLOCKING 0 61-011 O/G TOP VIEW USP H&A10 CLIP W/ (4) 1/4"0A 1/2" LONG WOOD SPLICE . GONG. TIE -BEAM OR DOUBLE MA50NRY SCREWS TO TRUSS 4 (4) I/4"x3" LONG WOOD SCREWS BOND BEAM REQUIRED PER SCHEDULE TO TOP PLATE 0 46' O/G SIDE VIEW 2xb STUDS at IVOIC USP H6A10 CLIP 0 EA. BLOCK H/ (4) I/4"0xl 1/2" LONG2x 0 DOUBLE CAPACITY: WOOD SCREWS TO BLOCK 4 (4) I/4"x5" LON5 WOOD 16"" O/G FASTEN STUDS TO TOP 4 BTM. PLATE W/ 265 Plf LATERAL 0 133 SCREWS TO TOP PLATE TOP LISP SPT146 "U" STRAPS W/ b-IOd NAILS EA. PLATE SIDE OF STUDS HOOD FRAMED HALL (SEE PLAN) TOP PLATE LAP DETAIL SOLID BLOCKING 0 4'-0" O/C VERT. MAX. 6 a I 33 (2) 2xb PT BTM. PLATE FASTENED TO BEAM e CON NECTION DETAIL W/ 516" H.A. H/ 4" MIN. EMBED. 0 24" O/G 4 Q 6" MAX. FROM OPENIN&5 W/ VZ'xl/4" 5TL. 2. a FRAMING" DETAILS WASHERS (2) 2x4 P.T. BLOGKIN6 BETWEEN TRUSSES Ig132" ROOF PLYWOOD W/ !Od NAILS 0 4" O/C 4 ANCHORED TO TOP OF LEDGER WITH BLOCK -S MASONRY INTO 2x4 SP BLOCKING (FLATWISW x CONT. COLUMN SEE PLAN Ibd NAILS 0 6" O/C G 2X P.T. FASTEN TO COLUMN W/ I/2" EN5. AND APPROVED WOOD TRUSSES SEE LISP HTA20" EMBED STRAP of 4'-0" o% TYP. WALL SECTION FOR ACTUAL HEEL w/ (10) IOd x 1-1/2" L6. 0 HEDGE ANCHORS 0 24" 0/G AND OVERHANG CONDITIONS VERT. 4 6" MAX. FROM ENDS NAIL SHEATHING TO TRUSS AND BLOCKING EXTERIOR WALL SHEATHING `� TRUSS CONNECTOR SCHEDULE SELECT PER DIAPHRAGM SCHEDULE CONNECTOR BASED ON BRAGIN6 PLANS INSTAL HOLD 5HEATHIN61/4" BACK OFF MASONRY SEE SWEAARWALL 5CIEDULE PER, MFR SPECIFICATIONS FOR NAILING REQUIREMENTS. w 1-0 HOLD SHEATHING AWAY FROM x-BRAGE SE71�N EVERY s Lv MASONRY HALL 1/4" MIN. TRUSS W/ 2x4 SP 4 (2) I6d END BLOCK OR MASONRY NAILS EA. END FLOOR o 0 4 COLUMN SEE PLAN 2x4 P.T. BLOC INS (TIGHT TO EA. TRU55 SIDE) W/ O.145" 0 r 2X P.T. FASTEN TO COLUMN H/ 1/2' 0 P.A.P. x3" L.O. 0 6" 0/G x GON7 HEDGE ANCHORS 0 24" 0/6 VERT. 4 �[\ 6' MAX. FROM ENDS (1) 160 NAIL SEE PLAN d� (2)2x12 P.T. WIN UOU5 EXTERIOR WALL 5NEATHIN6 T.O—. WALL ATTACH TO MASONRY W/ SEE SHEARHALL SCHEDULE CONIC. TIE -BEAM 5EGTI ON 5i6" DIA. WEDGE ANCHORS ELEV. FOR NAILING REGUIREMENTS. OR MASONRY BOND BEAM 0 12" O/G MAX. TYP FASTEN TO END STUD W/ Ibd NAILS AT `•EE BEAM SGHED✓>!.£ W/ 4" MIN. EMBED. 12" CIO VERT. 4 6' (MAX) FROM ENDS e14 I3 NOTE: USE 3"x3"xl/4" 5TL. WASHERS, TYP., EA. ANCHOR 12 CONNECTION DETAIL 2• CONNECTION DETAIL e CONNECTION DETAIL VERIFY ON PLANS 11 2xb BRACE 0 6'-0" 0/C W/ (10) Ibd NAILS, EA. END revisions no. 114/32" ROOF PLYWOOD. NAIL PER DIAPHRAGM SCHEDULE ENS. AND APPROVED WOOD TRU55M SEE TYP. WALL SECTION FOR ACTUAL HEEL AND OVERHANG CONDITIONS designed PAR SEE TRUSS CONNECTOR SCHEDULE SELECT CONNECTOR SHOWN ON BRACING PLANS drawn PAR INSTALL PER. MFR. SPEGIFIGATIONS checked 55 date 1V23/20 _ SEE PLAN scale 1/4' = 1'-0" U.N.O. T.O. WALL job no. 20-0011 . SMI QUA QUANTUM ENGINEERING ASSOCIATES INC. SmrcmralEngrneering& Cost Segregation 6415 LAKE WORTH ROAD SUITE 105 GREENACRES. FLORIDA 33463 Shawn M. Stambaugh, PE R.. LTC. 61850 - C.A. 26210 U o LLI o LL Cn 0 z LLI rr o 0 = O LLI J U) o cn project _J tJ t - J W W L] in 0 v 0 W — U) l7 z z m_ LLLL 10 Q ( t a l 1 O drawing FRAMING DETAILS sheet S-2.1 BRACING NOTES: 1. BRACING 5HOM DOES NOT INCLUDE TEMPORARY BRACING REQUIRED FOR THE ERECTION AND INSTALLATION OF TRUSSES PRIOR TO THE INSTALLATION OF PERMANENT GROSS E IN6 AND WEB LATERAL BRACING REQUIREMENTS. TEMPORARY BRACIN1615 THE RESPONSIBILITY OF THE: TRUSS INSTALLER AND SHOULD REMAIN IN PLACE AS LONG AS NECESSARY FOR THE SAFE AND ACCEPTABLE INSTALLATION OF THE ROOF OR FLOOR. (REF: BC51). 2. PERMANENT hE$ LATERAL BRACING IS To BE INSTALLED AS SHOWN ON THE INDIVIDUAL TRUSS DRAWING5 (kEO LATERAL BRACIN& 15 NOT SHOH N ON THIS SHEET). PERMANENT NEB LATERAL BRACING 15 TO BE RESTRAINED TO PREVENT LATERAL MOVEMENT BY SOLID ANCHORAGE TO END XALL5, OR BY PERMANENT DIAGONAL BRACING VT SHOWN) IN THE PLANE OF THE WEB MEMBER AT INTERVALS NOT TO EXCEED 20 FEET ALONG CONTINUOU5 PEB BRACE. (REP: BC50. 3. PERMANENT DIA60NAL BRACING A5 SHIOWN ON THIS SHEET DOES NOT INCLUDE BRACIN6 REQUIRED FOR CABLE END STUDS OR BOTTOM CHORD OF GABLE END AT WALL. REFER TO STANDARD 6ABLE END DETAIL FOR BRACING REQUIREMEN75. 4. ALL TOP CHORDS ARE A59.# EW TO BE SHEATHED, AND ALL BOTTOM CHORDS BRACED BY A R1610 CEILING 5Y57EM. REFER TO INDIVIDUAL TRU55 DRAWIN65 FOR BRACING REQUIREMENT5 OF NON-5HEATHED TOP CHORDS AND UNSUPPORTED BOTTOM CHORDS. S. REFER TO TPI /WCTA BI COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION AND BRACING METAL PLATE CONNECTED WOOD TRU55E51, APPENDIX C, FOR RECOMMENDED SEQUENCE OF INSTALLING BRACING COMPONENTS. 6. THE STRUCTURAL ADEQUACY OF THE INDIVIDUAL TRUSS DE51&6 TO WITHSTAND GRAVITY AND WIND LOAVIN66 A5 hEU A5 GIRDER CONNECTIONS AND LOADS ARE THE RESPONSIBILITY OF THE TRU55 DE516NER. ANCHORAGE OF THE TRUSSES AND GIRDERS TO THE SUPPORTING STRUCTURE TO WITHSTAND WIND UPLIFT 15 THE RESPONSIBILITY OF THE PROJECT ENGINEER OR ARCHITECT. 7 THE BRACING FOR THE ROOF SYSTEM 15 DE516NED FOR BOTH P0517IVE E NEGATIVE PRESSURE AND MEETS, THE REQUIREMENTS OF 2017 FBC. BRACING LEGEND: PERMANENT 2x4 DIA6ONAL BRACE RESTRAINT IN THE xPLANE of THE NEAREST WEB MEMBER AT 20'-O" INTERVALS AT APPROXIMATELY 45 DEGREE AN61-E. FASTEN TO TOP b BTM. CHORDS WITH 5-16d TOENAILS AND TO LATERAL BRACE WITH (5) IOd NAILS EACH INTERSECTION. (REF: SCSI). HORIZONTAL BRID61N6 WITH A MINIMUM 2x6 STRON68ACK AT 61-0" 0/0. FASTEN TO EACH TRU55 WITH 5-I0d NAILS AND ATTACH TO WALLS OR OTHER RI61D POINT AT EACH END (REF: 5C5I). PROVIDE OVERLAP OF AT LEAST (5) TRUSSES (FLOOR ONLY). PERMANENT 2x4xCONT. LATERAL BRACING IN THE PLANE OF THE STRLIGIURAL BOTTOM CHORD OF THE TRUSSES AT 6'-0" 0/0, FASTEN WITH 2-I0d NAILS IN EACH TRUSS. PROVIDE OVERLAP OF AT LEAST (2) TRUSSES (ROOF ONLY). ZONES I t 2 (-SEE DIAPHRAGM SGHEWLE) ZONE 3 (SEE DIAPHRAGM SCHEDULE) BRACING DETAILS: COMPRESSION kZ0 SLOPING OR VERTICAL CONTINUOUS PERMANENT LATERAL BRACING (GTE) PERMANENT DIA60NAL BRACE NAILED TO OPP. SIDE OF WEB PREVENTS LATERAL MOVEMENT AND SHOULD BE REPEATED AT APPROX 20 FOOT INTERVALS CEILING I FIGURE 36: PERMANENT DIA60NAL BRACING IN THE PLANE OF THE WEB MEMBERS PERMANENT CROSS BRACING FIGURE 37: PERMANENT BRACING IN THE PLANE OF THE WEBS FOR PITCHED TRUSSES HORIZONTAL BRID61N& WITH A MINIMUM 2x6 5TRON6BACK CONNECTION TO EACH TRUSS WITH 5-I0d NAILS AND ATTACHED TO WALLS OR OTHER RI61D POINT AT EACH END (REF: BC51). PROVIDE OVERLAP OF AT LEAST (3) TRUSSES (FLOORS ONLY). SEE PLAN P16M W: PERMANENT BRACING IN THE PLANE OF THE WE55 FOR PARALLEL CHORD TRUSSES BRACE 45° 11 45. PERMANENT WEB DIAGONAL 4R055 BRACING BRACE FIGURE 311: PERMANENT BRACINS IN THE PLANE OF THE WEBS a: EDGE STRIP DEFINED A5 THE LESSER OF 10% OF LEAST HORIZONTAL DIMENSION OF BUILDIN5 OR 40% OF HEIOHT H BUT NOT LE65 THAN 4% OF LEAST HORIZONTAL DIMENSION OF BUILDING AND AT LEAST 3 FT l \\ T iT I i I I ROOF ZONE PRESSURES;---------------� ZONE I= 41,6 PSF. i ZONE 2 0 5= 72.7 P5F. O NOTE: SEE DIAPHRAGM 2 SCHEDULE FOR ROOF 2 ZONE NAILIN6 -- _ --L REQUIREMENTS. ROOF ZONE DIAGRAM LL J a rn TRU55 GONNEGTOR 50HEDULE FA67ENER5 PER P ALLOWABLE UPLIFT PARALLEL LOAD (F2) PERPEND. LOAD (pi).5 PRODUCT MARK USP CONNECTOR TRUSS CONc1T1E-BEAM 51NGLE STRAP DOUBLE STRAP 51N6LE STRAP DOUBLE STRAP 51N&LE STRAP DOUBLE STRAP APPROVAL TC-I HTA 12 (B) IOd x 1-1/2" - 1600 # 3200 # 660 # 1320 # Sq0 # 1160 # FL 654 TC-2 HTA 20 (10) IOd x 14/2" - 1615 # 32300 660 # 1520 # 540 # 1160 # FL Mq TC-3 R716M (q) lod x I-I/2" (4) 1/4" x 1-3/4" TAP. 156 # 27gO # 460 # q60 # 630 # 1260 # FL 1073q T6-4 I H5AM/0 (4)1/4"xl-1/2" (4)1/4" x 1-3/4" TAP. 4l5 # 1650 # 1075 # 2150 # 740# 1460 # I FL 617 1) ALLOWABLE LOADS ARE BASED ON LISP CATALOG 57lh Ed. 2) ELM MAY USE LONGER STRAPS OF SAME TYPE SPECIPIED. 5) USE GALVANIZED NAILS AS, SPECIFIED BY MAMIFACTURER. 4) TAPCONS SHOULD BE LOCATED AT THE FARTHEST POINT FROM THE TOP OF THE BEAM. 5) PROVIDE APPROVED MOISTURE BARRIER PLATE OR BUILDING PAPER BETYaN MASONRY WALL AND EACH TRUSS. revisions no. date designed PAR drawn PAR checked 55 date 11/25/20 scale 1/4" = 1'-0" U.N.O. fob no. 20-0011 . 5M1 QUANTUM ENGINEERING ASSOCIATES INC. Sl=,&,alEWgraeering& C0.0SegregafioW 6415 LAIC= WORTH ROAD SUITE 105 GREENACRES, FLORIDA 33463 W W W QEA55OCIATES COM Shawn M. Stambaugh, PE F- LIC. 61850 - CA. 26210 U o Z W o LL- v/ 0 Z W OC o 0 = Ow FOR�� J )LIA 0 � .OUNT� ., project C-Jz k--w LL DU) W tI > o a W — M z z LLLL N `( W � 0 � z 0 Ln LU drawing ROOF BRACING PLANS sheet S-3