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HomeMy WebLinkAboutBuilding PlansGENERAL NOTES FOUNDATION NOTES MASONRY NOTES PLAN NOTES ELECTRICAL NOTES GONTIN: 1. THESE PLANS WERE PREPARED USING THE FLORIDA BUILDING CODE 2011 EDITION. 1. FLOOR SLAB TO BE 4" THICK POURED CONCRETE SLAB WITH b" X 6" X WIAXWIA I. CONCRETE UNITS TO BE ASTM G q0-14. ASTM GRADES NI OR NII. PROVIDE PRECAST LINTELS A5 NEGE55ARY. (f4n = 1500 P51) I. A PERMANENT WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED 8. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE "TIMBER I. CONTRACTOR SHALL VERIFY WITH F.P.4L. THE LOCATION OF SERVICE AND SHALL 2. CONSTRUCTION SHALL FOLLOW THE FLORIDA BUILDING CODE AS ADAP`W BY THE WW.M. ON 6 MIL VISOUEEN (OR EQUAL) ON GLEAN WELL GOMPALTED FILL PRE TREATED ON A FOR L BE P05TED AND TREATMENT CONTRACT RENEWAL SHALL E PROVIDED. THE 516N `HALL BE POSTED NEAR THE WATER HEATER OR ELECTRICAL PANEL. CONSTRUCTION MANUAL" AS PUBLISHED BY THE AMERIGAN INSTITUTE of TIMBER GONSTRUGTION. LOCATE METER 4 PANELS AS REQUIRED. COUNTY AND ALL APPLICABLE AMENDMENTS. FOR TERMITES. HHM SHALL BE LOCATED IN THE MIDDLE TO UPPER HALF OF TIE; SLAB 2. MORTAR TYPE M PER A5TM G 710-I2a. 2 ALL WIRE SHALL BE THHN COPPER UNLESS NOTED OTHERWISE. DEPTH AND MUST BE SUPPORTED AT 3-00/0 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. 3. BUILDER SHALL COORDINATE ALL THE WORK OF ALL TRADES. 2. ALL REINFORCING STEEL TO BE GRADE 60. 3. CONCRETE FILL (HVAG, EHW, WA5HER/12RYER) LOCATED IN THE GARAGE 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 DRAWINGS IN THEIR ENTIRETY BEFORE STARTING WORK. THE A. CELLS LINTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W 3000 P51 MECHANICAL CODE. GEMENTITOUS MATERIALS AND THE WOOD AS PER CODE. COPPER OF EQUAL AMPAGITY. BUILDER SHALL ACCEPT FULL REEPON5ABILITY FOR ANY ERRORS OR OMISSIONS NOT 3. COLUMN AND WALL CENTERLINES 5HALL COINCIDE WITH FOOTING CENTERLINE5 UNLESS PEA GRAVEL CONCRETE. 3. PROVIDE Ix2 P.T. FIRE5TOP VERTICALLY AT THE CEILING AND FLOOR LEVELS. 10. BUILDER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRAGIN6 AND 4. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC, SHEATHED GABLE. REPORTED IMMEDIATELY IN WRITING TO THE ARCHITECT. BACKCHAR6E5 WILL NOT BE OTHERWISE NOTED. B. THE MIX DE516N SHALL BE APPROVED BY THE ENGINEER. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10'-0", AND ALL OTHER LOCATIONS PER 5RID6INO U50 DURING ERECTION OF TRUSSES AND STRUCTURAL SLABS TO PREVENT ACCEPTED. DO NOT SCALE DRAWINGS. 4. FOOTING DESIGN BASED ON ASSUMED 501E BEARING CAPACITY OF 2500 P.S.F., FB.G. SECTION R302.11. COLLAPSE OR DAMAGE. 5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO 5. SUBMIT MINIMUM THREE (5) COPIES OF SHOP DRAWINGS AS REQUIRED BELOW. CONTRACTOR TO SUBMIT SOIL BEARING TEST RESULTS OR 501L BEARING CAPACITY C. ALL CONCRETE SHALL BE OF A FLUID CONSISTENCY WITH A SLUMP OF g"-11" MAX., WHICH 4. ALL 6LAZINC WITHIN 24" OF EITHER SIDE OF THE DOOR PLANE IN A CLOSED P051TION 11. HEADERS FOR FRAMED OPENINGS GREATER THAN V-O" MUST BE ENGINEERED AND GONSIRUGTION. REPORT BY A FLORIDA REGISTERED ENGINEER. MEANS THAT THE CONSISTENCY SHALL BE AS FLUID A5 P0551BLE FOR POURING WITHOUT AND ON A WALL PERPENDICULAR TO THE PLANE OF THE DOOR ON THE HINGE 5112E OF THE STAMPED BY THE TRU55 MANUFACTURER (UW E55 NOTED OTHERWISE) 6. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER 6. BUILDER 15 R-SPON515LE FOR ADEQUATE BRAGINI6 OF 5TRCTURAL OR SEGREGATION OF THE CONSTITUENT PARTS. ODOR (48" IN HVHZ) SHALL BE TEMPERED. ALL WINDOWS OR GLASS ENCLOSURES AT OR SPECIFICATIONS. NON-STRUCTURAL MEMBERS DURING GONSTRllGTION. MADE IN THE 517E 5. ALL SITE PREPARATIONS d DRAINAGE E STRICTLY ADHERED SPECIFIC 6EOTEGHNIGAL REPORT MUST BE STRICTLY ADHERED TO. THE USE OF ADMIXTURES SHALL NOT BE PERMITTED WITHOUT WIRITTEN CONSENT OF THE WITHIN 56' OF TUBS AND SHOWERS WITH SILLS LE55 THAN 60" ABOVE FLOOR 5HALL BE 12. ALL HEADER5 OVER DOORS AND WINDOWS TO BE (2) OR (5) 2XI2'5 UNLESS E ENGINEER. TEMPERED. ALL CLASS IN SIDELIGHTS, SLIDING 5LA55 DOORS AND FRENCH DOORS OTHERWISE NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL 1. PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY LOAD AND UNITS. 1. ALL GONSTRUGTION IN 6ROWARD AND DARE COUNTIES SHALL COMPLY WITH THE SHALL BE TEMPERER THICKNESS). HIGH VELOCITY HURRICANE ZONE (HVHZ SECTIONS OF THE F.B.C. b. FILL PLACED WITHIN 5'-O" OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF _ 8. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/G EQUIP. AND AT VCKIIOAL:--- _._._ - _. -. .- I __ ...__,. __1 1.FI y'WL r¢.Lvry " 0 1 R00 V^L-p t 1CV 1'J]IN �Iw 17 K^OIN(VLC rl Mm 1. AFTER STANDARD GLEANINl6 AND &RUBBIN6 HAS BEEN COMPLETED AND APPROVED, NET AREA OF 5.1 S.F. FOR 2nd FLOOR WINDOWS AND 5.0 S.F. FOR Ist FLOOR WINDOWS. USES. qO F51 IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELASTICITY OF I600 APPLY VIBRATORY COMPACTOR WITH A MINIMUM OF FOUR PASSES TO THE EXI5TIN6 A. A5TM Ably/A 615M-12. PER REINFORCIN6 5EGTION (GRADE 60). THE BOTTOM OF THE OPENIN6 SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR LATCH K51 OR BETTER, AS DETERMINED BY AN APPROVED LUMBER 6RADIN6 A&ENCY. g• PROVIDE 6FGI PROTECTION FOR ALL BATHROOM, GARAGE, EXTERIOR, KITCHEN, AT 54" A.F.F. MAX. IN HVHZ AREAS WHERE THERE 15 MORE THAN A 4'-0" DROP, THE SILL LAUNDRY AND NET BAR OUTLETS PER NEC, 210.8(A). SHALL BE NO LESS THAN 56" A.F.F. OR PROVIDE AN APPROVED SAFEGUARD. 14. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 25 GAUGE GEE B. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL GORE, IT SHALL NOT 10. ELECTRICAL FIXTURES, TRIM AND APPLIANGE5 SHALL BE UL APPROVED AND AS 8. 5LA85 SHALL NOT BE LOADED UNTIL 12 HOURS HAS ELAPSED. BE SLOPED MORE THAN ONE HORIZONTAL IN L VERTICAL ALIGNMENT, EVEN THOUGH IT IS 6. ALL BATHROOM FLOORS SHALL BE OF APPROVED IMPERVIOUS MATERIALS. CHANNEL TYPE LL E H ID O/C WITH MATCHINCDRYWALL TRACKS TOP AND BOTTOM, WITH LL 5ELE-OTEP BY OWNER IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORGIN6. GYPSUM DRYWALL EACH 51DE, ATTACH DRYWALL WITH I' LONG BUGLE HEAD DRYWALL q. SPLICES SHALL BE 46 BAR DIAMETERS AND CONTINUOUS AROUND ALL CORNERS AND 15. IN HVHZ AREAS PROVIDE HURRICANE SFNJTTERS A5 PER F.B.C. SECTION 24-13 UNLESS 5C��' AT 12" 0/0 MAX. I. PROVIDE PRE -WIRED TELEPHONE, T.V. OUTLETS OUTLETS A5 SHOWN ON PLAN. CHANGES IN DIRECTION. CORNIER BARS SHALL BE 48 BAR DIAMETERS EACH. WAY. G. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE-HALF INCH THE EXTERIOR WALL COMPONENTS A THE ENCLOSED BUILDING HA5 SPECIFIC PRODUCT FROM THE MASONRY. 15. METAL LATH OVER SHEATHING SHALL BE 3/5 V-GROVE OR DIMPLED. CEILINGS AND APPROVAL TO PRESERVE THE ENCLOSED BUILDING ENVELOPE AGAINST IMPACT LOADS 2. ALL CLOSET LIGHTING SHALL COMPLY WITH NEC, 5EG. 4108. 10. ALL MONOLITHIC FOOTINGS HAVE BEEN CHECKED FOR THE USE OF TRANSFER SOFFITS SHALL BE HIGH RIB TYPE. FASTEN TO SUBSTATE AT 4" O/G A5 FOLLOWS; REINFORCEMENT AT THE PERIMETER. RATIONAL ANALYSIS SHALL BE SUBMITTED, BUT D. VERTICAL REINFORCING AS SET FORTH IN CHAPTER I6. SHALL BE AS LOCATED ON THE PLAN AND AS INDICATED IN CONCRETE: 3/4" LONG STUB NAILS Al 3/8" HEAD. HORIZONTAL AND VERTICAL WOOD 13. THE BRANCH CIRCUITS GONTAININ6 SMOKE DETECTORS SHALL HAVE ARC, -FAULT ONLY IF REQUESTED BY THE BUILDING OFFICIAL. THE COLUMN SCHEDULE. FRAMING MEMBERS WNAILS OR STAPLES TO PROVIDE AT LEAST 1-5/4" PENETRATION g. PICKETS AT STAIRS, LANIDIN65 4 BALCONIES SHALL BE SPACED TO PREVENT PROTECTION PER NEC, SEC. 210.12 SMOKE DETECTORS SHALL BE CONNECTED TO INTO HORIZONTAL WOOD FRAMING MEMBERS, AND 5/4' PENETRATION INTO VERTICAL PASSAGE OF A 4" DIAMETER SPHERE. ARC -FAULT CIRCUITS AHEAD OF SWITCH A HAVE SELF CONTAINED BATTER BALK II. CONCRETE FOR FOUNDATIONS AND FOOTINGS SHALL BE 2500 P51 MIN. E. VERTICAL REINFORGIN6 EACH SIDE OF ANY OPENING, IF REQUIRED, SHALL BE WOOD FRAMING MEMBERS. ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS DETECTORS SHALL BE TANDEM WIRED 50 ALL DETECTORS SOUND SIMULTANEOUSLY.. MAXIMUM HATER/CEMENT RATIO MUST NOT EXCEED Ob5. CONTINUOUS TO THE TIE BEAM. PRECAST LINTEL5 SHALL HAVE OPENIN66 TO ALLOW 0. PROVIDE A MINIMUM OF 4" CLEAR ALL AROUND AIR HANDLER UNITS. `SHALL BE BENT OVER TO ENGAGE AT LEAST THREE STRANDS OF LATH, OR BE BENT REINFORCING BARS TO CONTINUE UNINTERRUPTED. OVER A RIB WHEN RIB LATH 15 INSTALLED. SHEATHING: 14 GAUGE STAPLES I" LE6,1/I6" 14. PRE -WIRE FOR GARAGE DOOR OPENER 5EN50R. MTLBEAM SCHEDULE NOTES 11. IN ZERO LOT LINE HOMES: DRYER VENTS, EXHAUST FANS 4 KITCHEN HOODS SHALL NOT GROWN METAL SHALL r5iE FRAMING: SELF TAPING SCREWS #12 x I/2" WASHER HEAD STAPLES HORIZONTAL: VENT THROUGH THE 5112E WALL AV MUST MAINTAIN A 10'-0" SETBACK. NOT BE USED FOR SOFFITS OR GEILIN65 15. PROVIDE ARC -FAULT GIROUIT INTERRUPTER PROTECTION IN DWELLING UNIT LIVING, I. SCHEDULED HOOPS AND STIRRUPS SHALL BE PLACED AT EACH END (E£) OF BEAM OR A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM 16. WHERE CEMENT PLASTER 15 APPLIED TO LATH OVER FRAME GON5TRUGTION, BONDING DINING, FAMILY ROOMS, DENS/ LIBRARIES, BEDROOMS, SUNROOMS, CLOSETS, HALLWAYS OR SIM. ROOMS PER NEC, 210 12. THROUGHOUT (T.0) BEAM AS INDICATED ON BEAM SCHEDULE. STIRRUPS SHALL BE TYPE SCHEDULE. OF THE PLASTER TO THE WATER BARRIER SHALL BE PREVENTED BY FROVIDIN6 A DBE. 5-6 AND HOOPS SHALL BE TYPE T-2 TYPICAL OR51 BAR BENDS UNLESS OTHERWISE LAYER OF WATER BARRIER OR BY INSTALLING A HOUSE MAP BENEATH THE WATER lb. SMOKE DETECTORS: SITE PLAN NOTES NOTED. B. HORIZONTAL JOINT REINFORCEMENT SHALL CONSIST VAT LEAST q CAGE LADDER BARRIER I6.1. REQUIRED ON ALL HVAC UNITS WITH 2O01 GFM OR MORE. TYPE REINFORCEMENT STAGED NOT MORE THEN I6' O/G VENT. REINFORCEMENT SHALL FRAMING NOTES 162. GEILIN6 AREA: 110 V. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET 2. ALL BEAM (MARK "B") TOP BARS SHALL BE CONTINUOUS UNLE55 OTHMN15E NOTED TALSOHEN 4" PROVIDED AT THE BOTTOM AND TOP OF ALL OPENINGS AND EXTEND NOT LE55 11. PNEUMATIC FASTENERS SYSTEM TO BE HILTI COIL NAIL PROGRAM. TYPE TO BE GRF I. THE TRU55 AND FLOOR SYSTEM LAYOUT SHOWN ON THIS SHEET 15 SCHEMATIC IN HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A THEN 24" BEYOND THE OPENING. PROVIDE 8" MIN EMBEDMENT INTO CONCRETE COLUMNS 1126 I-I/2" LONG AND .120" DIAMETER U.N.C.I. THE ARCHITECTURAL SITE PLAN, IF PROVIDED IN THESE DOCUMENTS 15 FOR GENERAL AND BEAMS AND FULL DEPTH LAPS AT ALL MASONRY 'L" AND "T" INTERSECTIONS. i'IA�� HOWEVER, THE SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM 3. ALL TIE BEAMS (MARK "TB") REINFORCING SHALL BE CONTao)5 THROUGH TIE- ASSUMPTION THAT THE FRAMING SCHEME SHOWN WILL OL05ELY PARALLEL FINAL TRU55 REQUIRED BY SECTION R314.3. LOCATION OF THE HOUSE, POOL, DRIVEWAYS AND 517E FEATURES ONLY. THE 6.G. OR I8. WHEN WOOD P05T5 ARE NOT IN A FIRERATED WALL, FIRE RATE POST AS FOLLOWS: OWNER SHALL PROVIDE A PRELIMINARY LOT FIT PERFORMED BY A LICENCED BEAMS ONLY. ALL SPLICES TO BE A MINIMUM OF 48 BAR DIAMETERS. AND FLOOR SYSTEM DESIGNERS LAYOUT. 163. NEAR COOKING APPLIANGE5. SMOKE ALARMS SHALL NOT BE INSTALLED IN THE 5. GENERAL: WRAP OF ON ALL SIDES FROM BASE OF POST TO UNDERSIDE OF BEARING WITH N FOLLOWING LOCATIONS UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE SURVEYOR AT 50 PEGENT COMPLETION OF PROJECT. THE SURVEYOR IS RESPONSIBLE 4. BUNDLE ALL STRUCTURAL BEAM TOP BARS IN PAIRS OVER SUPPORTS WITH TOP BARS LAYER OF 5/8" TYPE 'X" GYPSUM WALL BOARD. THIS WILL PROVIDE A ONE HOUR RATING FOR VERIFYIN6 BUILDING LOT FIT, LOT COVERAGE, EASEMENT LOCATIONS, SET BACKS, A. STRUCTURAL DESIGN 15 IN ACCORDANCE WITH A.G.I. 550-13/ A.5.L£. 5-13/T.M.5. 402-16, 2. THIS FRAMING SCHEME (DIRECTION OF 1RiS`£5 AND SLABS, MAJOR 6.T. BEARING FOR THE POST ALARM IN I LOCATION REQUIRED T SECTION R514.5. DLE AND ALL 51TE DIMENSIONS PRIOR TO PERMIT AND CONSTRUCTION. IF ANY CONFLICTS FROM ADJACENT BEAMS. (UNO). POINTS, ETC,) CAN BE MODIFIED ONLY AFTER OBTAINING PERM155ION FROM THE PRIME -IONIZATION SMOKE ALARMS NOT BE INSTALLED LE55 THAN 20 FEET HORIZ. FROM BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY ON A PERMANENTLY INSTALLED COOKING APPLIANCE. OCCUR BETWEEN THE ARCHITECTURAL SITE PLAN AND SURVEYORS LAYOUT THE GENERAL PROFE55IONAL OF RECORD WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE CONTRACTOR AND ARCHITECT SHALL BE NOTIFIED IN HRITIN& PRIOR TO PERMITTING 5. DROP BOTTOM OF TIE BEAMS A5 REQUIRED AT WINDOW 4 DOOR HEADS (25" MAX) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. STRUCTURAL REV15ION5 ACCORDINGLY. KIND TRUSS MANUFACTURER SHALL DESIGN TRUSSES TO COMPLY WITH ALL SUPERIMPOSED I IONIZATION SMOKE ALARMS WITH AN ALARM PERMANENTLY SWITCH SHALL NOT KI AND CONSTRUCTION. NO WORK SHALL BE PERFORMED UNTIL THE GENERAL CONTRACTOR ADD 2-#5 BOTTOM IF DROP EXCEEDS W. WIND LOADS PER F.B.C. 2011. INSTALLED LE55 THAN 10 FEET HORIZ. FROM A PERMANENTLY INSTALLED COOKING B. CONSTRUCTION SHALL BE IN AGGORDANGE WITH AC.I. 530.1-13/A.5C£. 6-13/T.M.5. APPLIANCE. RESOLVES THESE CONFLICTS. 602-I6, SPECIFICATIONS FOR MASONRY 5TRUGTURE5 AND THE COMiMENTARY ON 3. FINAL SIGNED AND SEALED ENGINEERED TRUSS AND FLOOR SYSTEM pE51CN MUST BE MECHANICAL NOTES - PHOTOELECTRIC SMOKE ALARMS SHALL NOT BE INSTALLED LESS THAN 6 FEET 6. TIE BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED W TO FIT BLOCK STEGIFIGATIONS FOR MASONRY 5TRUGTURE5. 5MM17FW TO THIS OFFICE FOR REVIEW. TRL55 AND FLOOR SYSTEM DESIGNERS MUST HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. CONCRETE NOTES WORK PROVIDE ALL TRU55 CONNECTIONS AS PART OF THE DESIGN. G. IN HVHZ AREAS THE BUILDER SHALL EMPLOY A SPECIAL INSPECTOR APPROVED BY THE I. ALL HEATING, AIR CONDITIONING, REFRIGERATION AND VENTILATION EQUIPMENT SHALL 1. ALL ADDED LO&ITUDINAL BEAM REINFORGINI6 SHALL EXTEND 6" MINIMUM INTO 4. TRU55 AND FLOOR SYSTEM MANUFACTURER SHALL SUBMIT THREE (5) COPIES OF SHOP. CARBON MONOXIDE ALARM TO BE INSTALLED WITHIN 10' OF A ROOM USED FOR I. CONCRETE SHALL CONFORM TO A5TM1 Gq4/0 q4M-Oq, SHALL HAVE A MAXIMUM SUPPORT UNLESS OTHERK15E NOTED. BUILDING NCE WITH L TO ENSURE COMPLIANCE F.B.C. WITH THE APPROVED STRUCTURAL PLANS IN CONFORM TO THE REQUIREMENTS SET FORTH IN THE "FLORIDAC ONSER BUILDING GORE SLEEPING PURPOSES WHEN THE BUILDING HAS A F0551L BURNING HEATER OR APPLIANCE, ACCORDANCE WITH SECTION 21222.4 FB.DRAWINGS AND EN6INEERIN6 CALCULATIONS SIGNED AND SEALED BY A FLORIDA MEGHANIGAL" AND FLORIDA BUILDING GORE ENERGY CONSERVATION. WATER/CEMENT RATIO OF Ob5 AND SHALL HAVE 5000 P51 COMPRESSIVE STRENGTH IN REGISTERED ENGINEER, OF THEIR DE51ON FOR REVIEW INGLUDIN6 TWO (2) COPIE5 FOR A FIREPLACE, OR AN ATTACHED GARAGE. PRIMARY POWER SHALL COME FROM THE 28 DAYS (UNLESS NOTED OTHERWISE) ALL CONCRETE WORK SHALL BE IN AGGGRDANGE 8. REFER TO CONCRETE NOTESFOR 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 DRMINC75 15 2. A 4" CLEARANCE 15 TO BE MAINTAINED AROUND ALL AIR HANDLING UNITS. BUILDING WIRING WHEN SUCH WIRING IS SERVED BY THE LOCAL POWER UTILITY, SUCH WITH AGI 515-14 AND AGI 501-10. ALL CONCRETE MA50NRY WORK SHALL BE IN 5PECIFIGATION5. 5UPFIGIENT TO MAINTAIN A CLEAR UN055TRZTED CONT. CELL. A COURTESY BY THE ARCHITECT/ ENGINEER AND IN NO WAY RELIEVE-5 THE ALARMS SHALL HAVE BATTERY BACKUP. IF USED, A COMBINATION SMOKE/ CARBON AGGORDANGE WITH AV 550-15. MANUFACTURER OF HIS RESPONSIBILITY TO PROVIDE A LAYOUT THAT FULLY 3. PROVIDE FIRE DAMPERS AT SUPPLY AND RETURNS WHICH PA55 THROUGH RATED MONOXIDE ALARM SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED q. ONE -QUARTER OF MAXIMUM BOTTOM REINFORGIN6 STEEL AREA OF EITHER ADJACENTTESTING LABORATORY. 2. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: 5LA55 ON VAPOR BEAM SHALL EXTEND THRU 5UPPORT AND LAP WITH A CLA_% "A" TENSION LAP SPLICE 1. EACH LIFT OVER 4'-0" SHALL E PROVIDED AT THE BOTTOM OF GROUTED CELLS AT CONFLICT INTEGRATES WITH THE ARCHITECT/ ENGINE DE SUPERSTRUCTURE. IF THERE IS ANY A55EMBLIES IF ANY. BARRIER - 5/4" BEAMS AND COLUMNS - 1 1/2" FORMED CONCRETE BELOW &RAVE-2" ON EITHER 51DE OF SUPPORT. EACH LIFT OVER BEFORE HIGH. CUTING. TS SHALL BE SEALED AFTER GLEANING AND CONFLICT S ADDITIONAL STRUCTURE NEEDED, THE TRUSS AND FLOOR SYSTEM I&. TAMPER RE515TANT RECEPTACLES ARE REQUIRED IN DWELLING UNITS IN ALL AREAS 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 NEC, 21052 FOR 125 VOLT, IS # 20A RECEPTACLES PER NEC, 406.11 UNFORMED CONCRETE BELOW 6RADE-3" AREAS OF CONCERN. JUMPERS OR TRANSFER GRILLES. 10. MARK IN IN REINALL B CON COLUMN RU WEENTHESE TWO BEAMS INDICATES THAT STEEL NOTES Ig. INTERSYSTEM BONDING TERMINATION FOR GONNECTIN6 INTERSYSTEM BONDING AND 3. REINFGRGIN6 STEEL: GRADE 60 (FY=60A00) ASTM A615/A 615M-0g. REINFORCING SHALL BE CONTINUOUS THIRD THESE TWO BEAMS. 5. Ti2U55E5 TO BE DESIGNED TO CARRY LOADS OF ATTIC AHU AND MISC. EQUIPMENT. 5. A/C, UNITS MAY HAVE GONG. PAD OR OTHER APPROVED MATERIAL EXTENDING ABV. 6ROUNDIN6 CONDUCTORS SHALL BE PROVIDED FOR N, COMMUNICATIONS, RADIO, CAN, COORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON ADJOINING GRADE OR SHALL BE SUSPENDED A MIN. OF 6" ABV. ADJOINING GRADE. ETC. PER NEC DUCT. R5 OR (B) 4. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH "THE MANUAL 1. STRUCTURAL STEEL SHALL CONFORM TO THE AISG 'SPECIFICATION FOR THE DESIGN, TRUSS DRAWIN&S.THE BUILDER SHALL BE RESPONSIBLE FOR THE COMPLETE PADS SHALL BE A MINIMUM 4-O xq-O" PAD FOR DOUBLE UNIT. OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION AS PUBLISHED COORDINATION BETWEEN THE TRI65 DESIGN AND AIR CONDITIONING DESIGN 20. PER FBG-E 404.1 LI6HTINI6 EQUIPMENT. A MINIMUM OF 75 PERCENT OF THE BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" .MATERIALS SHALL REQUIREMENTS. CONFORM TO THE APPLICABLE ASTM SPECIFICATION AS FOLLOWS: W SHAPES - A412/A LAMP5 IN PERMANENTLY INSTALLED O&HTIN6 FIXTURES 5HALL BE 5. ADEQUATE VERTICAL AND HORIZONTAL 5HORIN5 SHALL BE PROVIDED TO SAFELY g1IM-06a, OTHER SHAPES - A36/A 36M-08, PLATES A36/A 36M-08, BOLTS - A 301-14 6. ARCHITECT NOR ENGINEER ACCEPTS ANY RESPONSIBILITY FOR STRUCTURAL BEAMS, PLUMBING NOTES H16H-EFFICACY LAMPS. SUPPORT ALL LOADS DURING CONSTRUCTION. TUBULAR - ASTM A500/A500M-13 GRADE B (46 K5U 21. BOXES AT LUMINAIRE OUTLETS: BOXES USED AT LUMINAIRE OR LAMP HOLDERS IN A COLUMNS, AND FOOTINGS UNTIL REVIEW OF APPROVED TRUSS AND FLOOR SYSTEM DRAWINGS, 516NED AND SEALED BY A FLORIDA REGISTERED ENGINEER I. ALL PL.UMBIN& FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 405, GEILINC SHALL BE DESIGNED PO THE PURPOSE AND SHALL BE REQUIRED TO SUPPORT A b. DOWELS COLUMN AND WALL REINFORCING TO FOOTING WITH SAME SIZE AND NUMBER 2. WELDED GONHALL 5TRUGTION SCONFORM TO THE AMERICAN WELDING SOCIETY F.B.C. LUMINAIRE 1 E06HIN6 A MIN. OF 25K6 (50 LB). NEC, 31421A. OF DOWELS A5 VERTICAL BARS ABOVE. "STRUCTURAL WELDING CODE'. ELECTRODES FOR FIELD AND SHOP WELD5 514ALL BE 1. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CLIPS, TOP AND 2 ALL PLUMIBIN6 FIXTURES 5HALL MEET THE REQUIREMENTS OF TABLE 6043, F.B.C. HA.W.5. A5.1 ETOXX. BOTTOM EACH 5TUD. 3. 015PO51TION OF RAIN WATER SHALL COMPLY WITH FB.C. PLUMBIN6 CODE CHAPTER II, 22.PROADE ADEQUATE CLEARANCE FOR ELECTRICAL EQUIPMENT REQUIRING SERVICE WHILE 1. ISTEEL SHALL 4. ALL TLUMiBIN6 PENETRATIONS MUST BE A MINIMUM 10'-O" FROM ROOF JACKS. ENERGIZED SUCH AS SERVILE EQUIPMENT, PANEL BOARDS, D15GONNEGT5 ETC. A5 PER NEC 11026 BE HIRED ED TOGETHER. PROVIDEE LAPPED CORNER BARS BAR VIA. MIN. WHERE SPLICED AND SHALL RS SAME SIZE AND NUMBER A5 HORIZ. BEAM 5. CONDEN5ATE DRAINS MUST BE A MINIMUM OF 12" OFF THE BUILDING. REINFORCING AT EACH FAGS. LAP 0 BAR VIA. MIN. b. SHOWER COMPARTMENTS AND WALLS ABOVE BATH TUBS WITH 5HOHM HEADS 5HALL 23. ALL CFI SHALL BE INSTALLED IN READILY ACCESSIBLE LOCATIONS PER NEC 210.5. 8. PLAONC DRAKIN66 ON BAR LISTS SHALL CONFORM TO AGI'S "MANUAL OF 5TANDARD PROPOSED RESIDENCE FOR: BE FINISHED WITH A SMOOTH, INLET. ORBENT SURFACE TO A HEIGHT NOT LE55 THEN PRACTICE FOR DETAILING REINFORCED CONCRETE GONSTRUGTION AS PUBLISHED BY THE 70 INCHES ABOVE THE DRAIN INLET. CONCRETE REINFORCING STEEL INSTITUTE UNLE55 NOTED OTHERWISE. CODES USED: WIC K E LOAD SCHEDULE - FLORIDA BUILDING CODE 6TH EDITION (2011) ABBREVIATIONS OATDoFLO� LIVE DEAD TOT60 1S - FLORIDA BUILDING GODS- RESIDENTIAL 6TH EDITION (2011) GROUNABV ABOVE EXT. EXTERIOR M.G. MEDICINE CABINET SMS SHEET METAL SCREWS SECOND FLOOR 40 25 65 - FLORIDA FIRE PREVENTION CODE 6TH EDITION WITH NFPA 101-2015 EDITION AFF ABOVE FINISHED FLOOR EXT.FB.EXTERIOR FLORIDA BUILDING GODS M.R.H. MEAN ROOF HEIGHT ST. STIRRUPS BOTTOM CHORD 0 25 - NEC, 2014 M.T. METAL THRESHOLD STL. STEEL AHU AIR HANDLER UNIT F.R.FIRE RATED BALCONIES 60 25 85 - AS.G£-1-10 B.F. BI FOLD FIR FRENCH DOOR MAX. MAXIMUM 5W SWITCH ROOF 30 25 55 MIER. MANUFACTURER SAO.T. SHEARWALL OVERTURNING FORCE B.P. BLOCK FIN. FINISHED MICRO. MICROWAVE TEMP. TEMPERED TOP C+IORDTOMCH 30 157 DRAWING INDEX BLK. BLOCK FL. FLOOR BOTTOM CHORD O 10 BLW. BELOW 6.T. CARVER TRU55 MIN. MINIMUM TB. THROUGH BOLT BR6 BEARING M O MASONRY OPENING - - BTM. CHORD -ATTIC 10 0 BTM. BOTTOM G1.6. GEILIN& GMU CONCRETE MASONRY UNITS COL. COLUMN LONG. CONCRETE 05MT. CASEMENT DBL. DOUBLE VIA. DIAMETER 015P. DISP05AL DP DESIGN PRESSURE DR. DOOR DW DISH WASHER E.E. EACH END ELEC. ELECTRICAL ELEV. ELEVATION E.5. EACH 51DE GA. GAUGE T.O. THROUGH OUT 6ALV. GALVANIZED MONO. MONOLITHIC T.OBB. TOP OF MASONRY BOND BEAM Mor+coHc q CFI GROUND FAULT INTERRUPT MiTL. METAL T.O.M. TOP OF WOOD PLATE ® WIND: &L. GLASS OAD. OVER HEAD DOOR T.O.TB. TOP OF TIE BEAM 6 1 COVER SHEET GWB GYPSUM WALLBOARD O/G ON CENTER TYP. TYPICAL ULTIMATE WIND SPEED = 110 mph. A5-1 SITE PLAN GYP. BD. 6YP5UM WALLBOARD P.L.F. POUNDS PER LINEAR FOOT U.N.O. UNLE55 NOTED OTHERWI5E H6T. HE16 4T P.5.F. POUNDS PER SQUARE FOOT UL UNDERWRITERS LABORATORIES ®®®® NOMINAL WIND SPEED = 13z mph. A -I FLOOR PLAN 4 2 HIPS. HOOPS P.S.I. POUNDS PER SQUARE INCH V.I.F. VERIFY IN FIELD E0 R15K GATA6ORY = II A-2 ELEVATIONS HR HOUR P.T. PRE55LRE TREATED WA. WED6E ANCHORS UU��I�I BUILDIN6 DESIGN AS ENCLOSED HS HORIZONTAL SLIDING PART'N. PARTITION W/ WITH ®®®® A-3 SECTIONS 4 DETAILS HVHZ HIGH VELOCITY HURRICANE ZONE PKT. POCKET WG WATER OL05ET ®®®® INTERNAL PRESSURE COEFFICIENT = +/- 0.16 INS. INSULATION PLYHV. PLYWOOD M. WOOD5-1 INT. INTERIOR R.O. ROUGH OPENING EXPOSURE CATEGORY = D FOUNDATION PLAN L6. LONG S.G. SOLID GORE ®®® MEAN ROOF HEI6HT = 11'4' S-2 FRAMING PLAN 4 DETAILS LIE. LINEN 5.6D. SLIDING 6LA55 DOOR 5-3 FRAMING DETAILS 4 SCHEDULES LT. LIGHT SF SQUARE FOOT ROOF DEAD LOAD FOR WIND L.T. LAUNDRY TUB SH SINGLE HUNG S T . L U C I E COUNTY F L DESIGN TAKEN AT 10 Ps.f. 54% BRACING PLAN 4 DETAILS 7 NOTE: TH15 5TRUGTURE 15 DESIGNED IN E-1 ELECTRICAL PLAN AGGORDANCE WITH CHAPTER 16 OF THE 2011 M-1 MECHANICAL PLAN FLORIDA BUILDING CODE AND A50E 1-10. ELECTRICAL SYMBOLS LEGEND "0 V. REGEPTAGLE TELEVISION JACK FB FAN ® LON VOLT. AT 12" A.F.F. T PREWIRED BOX SMOKE DUPLEX RECEPTACLE/ ARC, mw SINGLE RECEPTACLE T HVAG � .UNCTION BOX sn SMOKE FAULT INTERRUPT AT 12" A.F.F. D DEDICATED THERMOSTAT DETECTOR B DUPLEXREGEPTAGLE AT DEDICATED INGLE SWITCHED Q AT 60" A.F.F. F.F. QQQQ 00 W/ OR WO PAPPLE ALIGHT �1 y EXHAUST QI c DUPLEX OL /'"D SINGLE RECEPTACLE SECURITY LIGHT FFLOUREIXTURE EXHAUST FAN /LIGHT COMBO VOEFT I DEDICATED UNDERGOUNTER ,PAD F L FLOURESGENT �GFI 66RROVV FAULEX LT IINTERRUPT DUPLEX RECEPTACLE- ARC © DOOR �� LIGHT FIXTURE IN CLO. FAULT INTERRUPT a 1211 A.F.F. CHIME DUPLEX RECc ��� ?GFI AT 8" ABV. COUNTER GROUND FAULT INTERRUPT DUPLEX RECEPTACLE TOP REG. SWITCHED C] I PUSH BOTTON INCANDESCENT LIGHT FIXTURE GL6. MNTED. LV DOOR RELEASE DUPLEX RECEPTACLE ARC, FAULT INTERRUPT TELEPHONE OUTLET INIGANDE5LENT L16HT ^ VOLUME TOP REG. SWITCHED SWITCH ® AT 12" A.F.F. FIXTURE WALL. NOTED. (T) CONTROL SINGLE POLE HI HAT FWP GFI DUPLEX RECEPTACLE WATERPROOF 5WITGH TELEPHONE OUTLET ® GL6. MOUNTED SWITCH DISGONNEGT GROUND FAULT INTERRUPT 3 THREE WAY FLUSH IN FLOOR (Ir DUPLEX REGEPAICLE 5WITGH DEDICATED ® HI HAT VAPOR PROOF BREAKER I�uc UNDER COUNTER �4 FOUR WAY ® DATA LINE ® PANEL QUADRUPLEX SWITCH C.V. Y CENTRAL VACUUM ECEE55M EYEBALL4 F.P.4L. METER RECEPTACLE D DIMMER RECEPTACLE D150. DUPLEX RECEPTACLE S SWITCH L� SECURITY cH O CARBON MONOXIDE DETECTOR LOW VOLTAGE FLUSH IN FLOOR IK KEYED \J LIGHTS ® TRANSFORMER PLAN / ELEVATION SYMBOLS LEGEND C#:) DETAIL SCALE # DETAIL owc. SCALE # SECTION DwG. SCALE # SECTION DWG. SCALE # INTERIOR ELEV. SCALE t 4 Dwc. 2 INTERIOR ELEVATION 3 ODOOR LABEL \0I ❑# SHEARWAL.L LABEL ® BEAM LABEL 000# MAX. TRU55 OONNECTOR TG-O LABEL IIIIIIIIIIIIII�IIIIIII �. POURED CONCRETE COLUMN NON -BEARING FRAME GON5TRUGTION POTSHELF HE16HT A5 NOTED DROPPED SOFFIT HEIGHT AS NOTED =TTff- �H�ELEV. SEE AREVISION R. 2.vooa BEARING FRAME I HOUR FIRE RATED WINDOW LABEL CONSTRUCTION ® WALL N (D NORTH ARROW E_ _ _ _ _ ] FRAME CONSTRUCTION MASONRY CONSTRUCTION ABOVE OR BELOW TYPICAL COLUMN LABEL •a 111=4 I - BREAK LINE a 2' 4e' GRAPHIC SCALE SCALE: 118" = V-0" 0'-0" FIN. FL. SLAB BEAM HEIGHT CHANGE FLOOR ELEVATION THESE PLANS WERE PREPARED USING THE 2017 FLORIDA BUILDING CODE, 6TH ED. - BUILDING AND ASCE 7-10. revisions no. date designed PAR drawn PAR checked 55 date 5/1/20 scale 1/4" = I'-0" U.N.O. job no. 20-0004 . P41E QUA QUANTUM ENGINEERING ASSOCIATES INC. Rmclural Engmeenng & Ca tSegregaBon 6415 LAKE WORTH ROAD SUITE 105 GREENACRES, FLORIDA 33463 Shawn M. Stambaugh, PE FL. LTC. 61850 - CA 26210 W U W o O m W ¢ `L W LU W_ Y ZO U Ww z >v W aJ oU) project J z J W LLI 5 � n % W U \i11i lti Lp � Z Z (_3 ILL LQ Q W 0 0 rn LU drawing COVER SHEET b � ST. l f«IE OQLlN REVIEWED PoR C� REVIEWED BY TANS AND PEKMA' " W - ` WILL BE MADE NO INSPECTION(S) sheet G-1 revisions no. date BOAT RAMP LOT A-4 I I I I I � I I I I ADJAGENT 5TRUGTURE I I I ------------ -------------- -------- ----------------I 10 �d IV . I I I I < ¢ a r I � �- -------------------------------- I - oS AIVAA �J�Indd r------------------------ I I I I I � N.89056'50"E. S.89°56'50 112.39' (P) 112.43' (P) -- - - - - - - - - - - - - - - - - - - - - - - - - --� ADJACENT 5TRUGTURE i I PROPERTY LOCATED IN FLOOD ZONE: "AE" BASE ELEVATION: 5.0 LOT A-2 DATED: 02/16/2012 designed PAR drawn PAR checked ss date 5AI20 scale 1/4" = I'-V U.N.O. job no. 20-0004.HE QUA QUANTUM ENGINEERING ASSOCIATES INC. SlnrchmalEngrneering & COSISegregatron 6415 LAKE WORTH ROAD SUITE 105 GREENACRES, FLORIDA 33463 W W WAFASSOCIATLS.Com Shawn M. Stambaugh, PE FL. LIC. 61650 — C.A. 26210 W z W o � � 00 U) m W ¢� W LLI WM Zo U w W z >U W ¢J oC/) project E] J z t ■ ■ � Ui J W _J� C) 2 o O W Ul 0 Z z E7 u U) 4 �W 0 o Z Ln LU drawing SITE PLAN sheet AS-1 revisions no. date PRODUGT P.A. FL / NOA EXP. DATE MODEL MANUP. OLA55 ATTAGHMENT METHOD BLDG D.P. PRODUGT D.P. 51NOLE HUNG (5W 17-0650.06 5H-7700 PST IMPACT I-A/4' X 13/4" MIN. EMBED. TAPGON5 0 611/1710 OG SEE WINDON SGHED. t70.0 FI)ED6LASS (PW 16-0450.05 701/720/620 P&T IMPACT I-A/4" X I- NM W. EMBED. TAPGONS a 6'/12" OG SEE WINDOW SGHED. t 60.0 5LIDIN6 GLASS I1-0420.12 2/17/2020 770 P6T IMPACT 1/4' T.G.S X 1-3/4' MIN. EMBED. TAPCONS • 5"/13" SEE WINDON SGHED. t 410.0 PI DOOR OG MULLION5 17-0630.01 1 x 2.75 EXT. P6T 1/4" X 1-51V MIN. EMBED. TAPGON5 (4 PER CLIP) SEE NINDON 5C+EDULE t 110.0 PSF' x 0.376 SOFFIT STUCCO _ _ SMARTYENT FL 5622.1 1540-510 SMARNENT SEE PROD SPEC.'S FOLD BACK TA55 INTO MORTAR SEE FORM 100 + 100.0 P57 JOINT5 - 100.0 P5F 6ARAOE DOOR FL165465 MODEL 73N6 LOP" 5/16" X 1-5/6" MIN. EMBED. LAO 5GREN5, SEE DOOR 50HED. + 36.0 P5F GLA5510 (ONE PER BRACKET) -42.0 PSF SERIES EXT. DOORS FL 7630.1 R7 EXTERIOR Tr•IERMA-TRU IMPACT 1/4" T.G. W/2-3/4" MIN. EMBED T.G.', MIN. SEE DOOR 50HED, t 50D PSF " &'-0" FR DR I SMOOTH STAR • 4" O.G. ROOFIN6 MATERIAL 5-V-CRIMP FL11651.1 4/12/24 5-V-CRIMP GULF GOA5T (U i-15xl-I/2' S.S. PANEL TITS a 12" O.G. - 54.11 1065 PSF 0.032" ALUM SUPPLY 4 N/5EALIN6 NA -HER a PANEL LAP 5V MANUF. ROOF FL 14517.1 -RIO 6/21/2020 METAL 5EAL BORAL PEEL 4 STICK SEE FORM 100 108.5 UNDERLAYMENT ROOFING NOTE TO 6.G. 6.0. SHALL A55UME RESPON51B=SRALL MASONRY/ROU6H OPENING SIZEKITH PRODUCT SPEC.'S BEFORE NOTE: ALL NINDONS 4 DOOR 6LAZIN5 TO BE IMPACT RE515TANT 4 LON-E INSULATED. WINDOW SCHEDULE MARK TYPE STYLE NOTES vSIZ H +D.P'- 001 T.G. SIDELITE 1'-4" 8'-0" 45.81 50.03 002 SH25 SINGLE HUNG T-2" 5'-5" 48.56 52.78 003 SH35 SINGLE HUNG 4'-6" 5'-5" 47.62 62.28 004 SH25 SINGLE HUNG 3'-2" 5'-5" 48.55 64.14 005 SH22 SINGLE HUNG T-2" 2'-4" 49.87 54.09 T.G. 006 SH25 SINGLE HUNG 3'-2" 5'-5" 1 46.31 50.53 Egress 007 SH25 SINGLE HUNG 3'-2" 5'-5" 46.31 50.53 Egress 008 SH36 SINGLE HUNG 4'-6" 6'-2" 46.90 51.12 009 SH36 SINGLE HUNG 4'-6" 6'-2" 46.90 51.12 010 SH26 SINGLE HUNG 3'-2" 6'-2" 45.37 49.60 011 SH26 SINGLE HUNG 3'-2" 6'-2" 45.37 49.60 012 SH25 SINGLE HUNG 3'-2" 5'-5" 46.31 59.65 Egress 013 SH25 SINGLE HUNG 3'-2" 5'-5" 46.31 59.65 014 SH13 SINGLE HUNG 1'-10" 3'-4" 49.87 54.09 T.G. 015 SH22 SINGLE HUNG 3'-2" 2'-4" 49.87 54.09 T.G. 016 SH25 SINGLE HUNG 3'-2" 5'-5" 48.55 52.78 017 T.G. TRANSOM 4'-8" 2'-0" 1 49.87 1 54.09 DOOR SCHEDULE MARK STYLE DOOR D.P. NOTES WD HGT + - 001 OVERHEAD 16'-0" 8'-0" 41.68 50.40 002 SINGLE EXTERIOR 3'-0" 8'-0" 45.81 50.03 MAIN EGRESS DO NOT SHUTTER 003 SLIDING DOUBLE EXTERIOR 8'-0" 8'-0" 44.06 48.28 W/LOWRISE TRACK 004 SINGLE EXTERIOR 3'-0" 8'-0" 47.62 51.85 EXT SC DR 005 SINGLE 2'-8" 8'-0" 20 MIN DR W/ CLOSER 006 SINGLE 2'-8" 8'-0" 007 POCKET 2'-8" 8'-0" 008 BIFOLD 2'-6" 8'-0" 009 SINGLE 2'-8" 8'-0" 010 SLIDING DOUBLE 5'-0" 8'-0" 011 POCKET 2'-8" 8'-0" 012 SINGLE 2'-6" 8'-0" 013 SINGLE 2'-6" 8'-0" 014 BIFOLD 2'-6" 8'-0" 015 BIFOLD 2'-8" 8'-0" 016 SINGLE 2'-8" 8'-0" 017 SINGLE 2'-6" 8'-0" CALCULATIONS AIR CONDITIONED AREAS GROUND FLOOR 1699 SF 1699 SF NON CONDITIONED AREAS 2 CAR GARAGE 503 SF COV. PATIO 124 SF COV. entry 44 SF BELOW FLOOD 240 SF ACCESS GROSS AREA 911 SF GROSS AREA 2371 SF designed PAR drawn PAR checked 55 date 5/1/20 scale 1/4" = 1'-0" U.N.O. job no. 20-0004 . N1E QUA QUANTUM ENGINEERING ASSOCIATES INC. Sd 01w,&EngMemng& CWS'egregaAon 5415 LAKE WORTH ROAD SURE 105 GREENACRES, FLORIDA 33453 W W W.QEASSOCIATES.0 M Shawn M. Stambaugh, PE FL UC. 61850 CA 25210 U Z LiJ (� ® of m (D W Q W = >- LU LU :? o_ f Z (D Z > C) W co ¢ _ -D H O CA project ,.a z W J W it � to z �a w J U] � Z 1♦�,,EDLLLL .3.. z W "C14�f 0 Ln w drawing FLOOR PLAN sheet A-1 .�. COP revisions no. date HIGH RAILING W/PIGKETS SPACED TO REJECT A 4" VIA SPHERE REAR ELEVATION I�t ✓v n n nVva_a✓ ✓vviv (HEIGHT TO BE DETERMINED BY 6.0) V-4' T.OB.B. 5-V-CRIMP 6ALV. METAL R q'-4- T.O.B.B.AL 4" WIDE RA15W SMOOTH 5TUCG0 BAND 0'-0' FIN. FL. SLAB • MAIN HOUSE RAISED SMOOTH STUCCO BASE FIN. FL. SLAB ® 6ARA6E LEFT ELEVATION 13'-4" T.OB.B. QP FIN. FL. 5LAB ® MAIN HOU5E FIN. FL. • 6ARACE IZ CRICKET BY BLOR 5� nrmni I 111If ICI ICI ICI ICI, i FRONT DOOR STYLE 5ELEGTION BY OWNER ALL WINDOWS ARE LOW-E IMPACT RESISTANT. ALL DOORS ARE IMPACT RE515TANT PLEASE REFER TO THE PRODUCT APPROVAL AFFIDAVIT PROVIDED BY THE GENERAL CONTRACTOR FOR SPECIFICATIONS TABB. OTH D SMOOTH BAND FL. 5LAB dN HOUSE SMOOTH BASE FL. SLAB GARAGE RIGHT ELEVATION NOTE TO 6.G. ALL 6UTTER5 TO BE ADDED PER O.C. AND SHALL ABIDE BY THE LATEST VENTURE III CODES AND ST LUGIE LAND DEVELOPMENT CODES 6ALV. MTL FLA5HIN6 AT ALL ROOF / WALL INTERSEGTION5 6" WIDE RAISED SMOOTH STUCCO BAND FRONT ELEVATION 5-V-GRIMP 6ALV. METAL ROOFING '1'-4- T.OBB. IZP MULLIONS OPTIONAL 4" WIDE RAISED SMOOTH 5TUGG0 BAND designed PAR drawn PAR checked 55 date 5/1/20 scale 1/4" = 1'-0" U.N.O. job no. 20-0004 . HIE QUA QUANTUM ENGINEERING ASSOCIATES INC. SlructuralEngineertng& Cost Segregation 6415 LAKE WORTH ROAD SUITE 105 GREENACRES, FLORIDA 33463 W W..Q A.50CIATES.COM Shawn M. Stambaugh, PE FL. LIC. 61650 - C.A. 26216 W U z W o ory (n m 0 W < "� wz Y ZO U ww z >U W ¢J o� project 9 k---w 0 J Z U. t i ■ W J 0 U to _ Z > O U lcl — U) 0 Z Z ['J H LL _ In Q � p Z u LU 0 drawing 0'-0" FIN. FL. SLAB ELEVATIONS ® MAIN HOUSE RA15ED SMOOTH STUCCO BASE -3'-3 1/2' FIN. FL. SLAB • 6ARA6E sheet A-2 revisions no. date 1/4' THK xb"AZ 5TL PLATE WELDED TO TOP LEFT AND TOP R16HT SIDES OF 5TL ANGLE BOX. SECURE W/(2)5/8" VIA) N.A. 0 8" O.G. INTO EACH PLATE. 4" MIN EMBED TYP. THRU-OUT 1/4" THK x2'x2" 5TL ANGLE WELDED INTO BOX SHAPE -- ADD DIA60NAL5 - I EACH SIDE FAINT ALL FOR RUST �ALIo �--I/4' THK 5TL CENTER RIB /4" THK 5TL BASE BOLTED TO NALL (5/6" VIA) WA. 12" O.G. 0 MIW 51ZE OF BASE TO BE DETERMINED BY 6.0. 13 A/C SUPPORT DETAIL 2� V1R JAL r z' poop �Eti� I I I 12' ShWD M. BATH tOSMAIN PLUMBING RISER D NOT TO SCALE EXTERIOR GMU WAIL rig IF oil 0 I O (2) #10 S.M.5. TOP d BOTTOM ® EACH STUD FINISHED CEILING - SEE TYP. WALL SECTION COW. 25 GAUGE METAL TRACKS TOP a BOTTOM N/ (1) 010 SMS 0 24" O/C 2X4 STUDS O I6" O/C 1/2" TYPE GYM"- WALLBOARD APPLIED VERTICALLY a ATTACHED W/ I" LONG BUGLE HEAD SCREWS TO EACH SIDE ® 12" O/G CONT. 25 6AU6E METAL TRACKS TOP a BOTTOM KP.T. 2X4 BOT PL. GONG. FLOOR SLAB 1/4" 3412" TAPCONS 0 24" O.G. OR HILTI PINS .145" DIA x I" LE.. 0 16" O/C W/ I" WA5IIER5 TYPICAL INTERIOR PARTITION SCALE: 3/4" = 1'-0" (2) #10 5.M.5. TOP 4 BOTTOM 0 EACH STUD FINISHED CEILING - SEE TYP. WALL SECTION Ix4 BLOCKIN6 0 CABINET LOCATIONS. FASTEN EA. END TO 0 STUDS W/ (2) #10 5.M.5. EA. END 2X4 5TUD5 0 16" O/G 1/2' TYPE 6YPFJJM NALLBOARD O APPLIED VERTICALLY a ATTACHED W 1" LONG EUOLE HEAD SCREWS TO EACH 51DE 0 12" O/G COW 25 6AU6E METAL TRACKS TOP a BOTTOM NA?T. 2X4 BOT PL. GONGFLOOR SLAB 1/4' 3-1/2" TAPCON5 0 24" O.G. OR HILTI PINS .145" DIA x PLO. 0 16" O/C W/ I' WASHERS TYPICAL INTERIOR PARTITION ALONG CABINETRY BACKING SCALE 3/4" = PLO' DV DB�SINK 2SiV Z, KITCHEN LAV GO 2 2, 2� BATH #2 IAGRAM FIN. FLOOR TO BE AT OR ABOVE FLOOD HEIGHT 50# FELT UNDER_ ALL PT. 2Xb P.T. 2x12 O Ib' O.G. u7 ik 4" HK SLAB ON RAJ E MVEW. JT.—\ c3 WALL SECTION C SCALE 3/4' = 1'-0' APPLIED WOOD BASE FIN. FLOOR TO BE AT OR ABOVE FLOOD HE16HT GONG. OR MASONRY 2x4 P.T. BUCK SET IN SEALANT FASTEN W/ 1/4" PIA. x 2-3/4" MI ( TAPGONLS 4" FROM -. 0 oo - .0 ' o CORNERS $12" 0/0 MAX 0 0 DOOR TRIM DOOR FRAME FASTEN TO BUCK W/ (2) #10 6ALV. x 2-1/2" 5GREW5 0 21-011 O/C DOOR TRIM PERIMETER SEALANT STUCCO FINISH HEAD/JAMB DETAIL (DOOR) STUCCO FINISH PERIMETER SEALANT GONG. OR MASONRY Ix6 P.T. BUCK SET IN SEALANT AND NAILED W/I-1/2" CASE HARDENED qo COIL NAILS AT 12" O/C. MAX. DRYWALL BOARD CAULKING DOOR FRAME FASTEN THRU BUCK H/ (2) 1/4" T.G x 1-5/4" MIN EMBED 0 511/13" O/C, JAMB/HEAD DETAIL (5.G.D) DOOR THRESHOLD SET IN BED OF CAULK a FASTENED TO SILLIW #8 x 1 1/2" 5GREW5 0 Ib" O/C PERIMETER SEALANT FLOOR COVERING 0 0 „�0 0 0.' 6. GONG. FLOOR SLAB PERIMETER SEALANT STUCCO FINISH SILL DETAIL (DOOR) DOOR FRAME FASTEN TO BUCK W/(2) 3/I6N 2-1/2' TAPGON 5CREW5 0 2'-0" O/G FLOOR COVERING p o� Co. 0 O �6ROUT BED CONCRETE SLAB SILL DETAIL 5-V-CRIMP 6LAV. METAL ROOFING OVER FEEL a STICK MEMBRANE OVER 19\32" EXT. 6RAVE PLYND. SHEATHING: SEE BRAGIN6 SCHEDULE FOR NAILING 5GHED. PRE -ENO. WOOD ROOF TRU55E5 0 24" 0/6 TYPICAL N/APFROVED 6ALV. TRUSS ANCHORS EA. END ry SEE ELEVATIONS (SEE PLAW SAMETAL DRIP EDGEE OVER IX2 P.T. CONT. 2X5 R.S. CEDAR FASCIA 2'-O" STUGGO SOFFIT OVER DENSE 6LA55 60LD 5EGIURRED TO TRUSSES 5/8" STUCCO FINISH (2 COAT5) OVER W GONG. BLOCK HV/ (1) #5 BAR VERT. IN CONC. FILLED CELL AS PER PLAN MIN LAP 30 DIAMETERS 5/8" 5TUG00 FIN15H (2 COAT5) �--OVER b" GONG. BLOCK N/ (1) #5 BAR VERT. IN CONC. FILLED CELL j A5 PER PLAN MIN LAP 50 DIAMETERS AT ACCESS DOOR BB-1 OPENING "-( T.O. JOIST 15 0 FLOOD VERIFYW/SURVEYINFORM. ( j eWALL SECTION B SCALE. 3/4' = P-O' STUCCO STOP AS REQUIRED BY LOCAL ELD6 DEPARTMT AND PER FB.G. 2007/Oq 6RADE FINI514ED FLOOR ABOVE FLOOD VERIFY W/ PLANS Q 0. O Q STUCCO STOP AS REQUIRED BY LOCAL BLD6 DEPARTMT AND PER FBL.R 201T w GRADE ALUMINUM FRAME SECURE FRAME TO SILL WITH SILICONE . DP0 o- 0,Vill PRECAST OR POURED SILL N/ 1 #5 BAR PERIMETER SEALANT SILL DETAIL (WINDOW) GONG. COLUMN NEATHER STRIPPING BY DOOR MANE. GARAGE DOOR 6ALV. STL. VERT. TRACK BY MANF. FASTENED TO TRACK PER PROD. APPROV. SPEG.S 6ALV. 5TL. TRACK BRACKETS FASTENED TO WOOD JAMB PER PROD. APPRV. SPEC.'S 2xb MIN. P.T. ATTACHED TO COLUMN W/ 1/2'x 5-1/2" REDHEADS N/2" VIA. x)'e" THK WASHER5 0 2'-0' O/G VERT. (611 MAX. FROM ENDS) AMB DETAIL (GARAGE DOOR) 1/2' SAE. RESISTANT DRYWALL APPLIED TO UNDERSIDE OF TRUSSES FIRE STOP CONT. MA50NRY BOND BEAM- SEE STRUCTURAL SHEETS CONT. METAL POUR STOP 1/2" 6YP5UM BOARD OVER Ix2 P.T. PURRING 0 16" O/G OVER 3/411 THK FOAM BRD INSULATION. R-5.0 MIN. APPLIED WOOD BASE FIN. FLOOR TO BE AT OR ABOVE FLOOD HEIGHT 4" THICK CONC. SLAB N/ bxbxlO N.N.M. AROUND PERIMETER OF BLD6. ON .& MIL VAPOR BARRIOR OVER GLEAN, WELL COMPACTED TERMITE TREATED GLEAN SAND FILL. ALUMINUM FRAME, FASTEN TO STRUCTURE THRU BUCK W/ 3/I6" TAFC0N SCREWS 0 12" O/C. MIN. 1-1/411 EMBED PERIMETER SEALANT STUCCO FINISH CONC,. OR MASONRY Ix4 MIN. P.T. BUCK SET IN SEALANT AND NAILED N/1-1/2" CASE HARDENED COIL NAILS AT 12' O/C,. MAX. DRYWALL BOARD GAULKIN6 JAMB DETAIL (WINDOW) TRUSSES \_ALL EXTERIOR CEILIN5 MATERIAL TO BE HY-RIB LATHE AND STUCCO FASTENERS AT 24" O.G., EITHER 1-5/4" MIN EMBEDMENT ROOFING NAILS WITH 1/6" SHANK AND 3/6" HEADS OR STAPLES WITH 1-3/4" MIN EMBEDMENT LE65 a 1/Ib" (I6 SASE) EXT. PORCH CLO DET. #1 HANDRAIL SOUTHERN Y. PINE #1 TYPICAL I-1116"xl-T/I6" PICKETSOUTHERN Y. PINE #1 SPACED TO REJECT A 4" SPHERE (Fb = 1'T50 psl) TYPICAL m #12011 ND. SCREWS TOP a BTM. TYP. NOTE: ALL WALL AND GEILIN6 FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT GREATER THEN 200 AS PER FBG R 2020 NOTE: INSULATION MATERIALS, INCLUDING FAGIN65, 5UGH AS VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING ASSEMBLIES, ROOF -CEILING ASSEMBLIES, NALL ASSEMBLIES, GRANL SPAGE5 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 ACCORDANCE KITH ASTM E 54. NOTE: EXPOSED ATTIC INSULATION. ALL EXP05ED 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 W05M ON THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC, WALLS SHALL COMPLY WITH SECTION R31b PLAN 3 BUILDING WALL SECTION A -A SCALE 3/4" = 10" NOTE: R702.3.1 MATERIALS. ALL 6YP5UM BOARD MATERIAL5 AND ACCESSORIES SHALL CONFORM TO A5TM 0 56,0 Tq, C 4-15, G 514, G 650, G 0151,0 0160, G 1002,0 104T, G IITT, G 1178, G 12Tb, G 13g5 OR G 15% AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THIS SECTION. ADHESIVES FOR THE INSTALLATION OF 6YPSUM BOARD SHALL CONFORM TO ASTM G 551 NOTE: R102.4.1 6ENERAL. CERAMIC TILE SURFACES SHALL BE INSTALLED IN ACCORDANCE WITH ANSI NOW, A106.4, A108,51 AIObb, AIOb.11, AIIb.I, AII5.3, A156.1 AND A131.1. R102.4.2 CEMENT, FIBER -CEMENT AND 6LA55 MAT 6YP5UM BACKERS. CEMENT, FIBER -CEMENT OR 6LA55 MAT 6YP5UM BACKERS IN COMPLIANCE WITH A5TM G 266, G 1525 OR G IPib AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS SHALL BE USED AS BACKERS FOR NALL TILE IN TO AND %OhER AREAS AND WALL PANELS IN 5HONER AREAS. USE FIBER CEMENT TYPICAL WHERE FIBER5LA55 PREFAB UNITS ARE NOT INSTALLED. Ix4 MIN. P.T. BUCK SET IN SEALANT AND NAILED W/ I-I/2' CASE HARDENED COI NAIL5 AT 12" 0/0. MAX. GONG. OR MASONRY DRYWALL BOARD GAOL I NO ALUMINUM FRAME, FASTEN TO STRUCTURE THRU BUCK W/ 5/I6" TAPGON SGREN5 0 12" 0/G. MIN. 1-1/4' EMBED PERIMETER SEALANT STUCCO FINISH HEAD DETAIL (WINDOW) 6ER FOR WALL MOUNT HANDRAIL DETAIL m 0120" AD. n 5CREN5 TOP a Er BTM. 0 161, O/G (ONLY APPLIES TO CONNECTION TO HP. FRAMING. DOES HOOD FRAMING NOT APPLY TO STAIRS GUARDRAIL DETAIL COVER ALL CONDITIONS TOP RAIL 2x WOOD OR PVC, PICKETS SPACED TO RE.EGT A 4" DIA SPHERE BOTTOM RAIL' #12011 PC. ry 50REW5 TOP d `r BTM. TYP. m CONNECTION TO WOOD 5TAIR5 GUARDRAIL DETAIL - TYP. designed PAR drawn PAR checked 55 date 5/1/20 scale 1/4" = I'-O" U.N.O. job no. 20-0004 . NE QUA QUANTUM ENGINEERING ASSOCIATES INC. StructuralEnglneering & Cost Segregation 6 15 LAKE WORTH ROAD SUITE 105 GREENACRES, FLORIDA 33 63 W W W.OEASSOCIATES COM `I 1 Shawn M. Stambaugh, PE FL. LIC. 61650 - C.A. 26210 UJ U z W a 0 O V) LU m Qf Q� UJ LU Z i ZO U LU w z CU UJ ¢ J _JC) project J z U.- (n J W L3 U) z o �W W U3 U Z z_ 13 LL LL _ N Q n w drawing SECTIONS & DETAILS sheet A-3 revisions no. date (1)5E75 OF (3) #2/0 AN5. THIN IN 1-1/2" CONDUIT (/SET OF (3) #2/0 AX6. THAN IN 1-1/2" CONDUIT METER PANEL q" O DISC 2S'_ PANri 200 A 2 200A 1 #4 CU. 6ND. HIRE TO COLD XA7£R PIPE AND I-5/8" 6OX 1O' CU 5UPPLEMENTAL GROUND ROD AND TO ONE REINFORCEING BAR IN THE FOUNDATION 20'-O" LONG MIN. ELECTRICAL RISER DIAGRAM 200 -AMP PANEL'A' 100% GALL. mKiR WIRE 5IZE DESCRIPTION # I # DESCRIPTION 51 WI R GALG. I00% 10.000 .................... A 0-(2) R #6 .... AHJ 01 1 5 2 4 OJKI ........... #6 R ......... O-(2) A .......... A - 5,000 50-(2) ......... R #10 .... DRYER 5 7 6 6 RANGE ........... #6 R ......... 0-(2) 12,00 .......... - - .......... -I 2,700 20-2 ......... R #12 .... DISHWASHER .... DISPOSAL . 4 II 10 DED IN CAR #12 R 20-(1) 1,500 - 121 WASHER #12 R 20-0U 1,500 - - 1,500 20-(1) R #12 REFRIC. 13 141 MICROWAVE /10 #12 R 20-(1) 1,500 - - 1,500 20-(1) R #12 APPLIANCE 1516 WP CFI #12 R 20-(1) 1,500 - B 510 15-(I) R #14 BREAKFAST I7 IB KITCHEN LTG. #14 R 15-(I) 510 B S 510 15-0U R #14 LIVING RM IQ 2C SMOKE PET. #12 R 2041) 510 - B 510 15-0) R #14 LIVING RM 2122 M BATH #14 R 15-(I) 510 B 6 510 15-00 R #14 LIVING RM 2524 FLD005. #14 R 15-(1) 510 B - 1500 20-(I) R #12 I.G. / ALARM 2526 TANKLE55 HATER HTR #10 R 07(2) 5,000 . 7. S 1510 15-(I) R #14 BI 2712e, B 510 1541) R #14 BEDRM 2'1 . 3 TANKLESS ..... .. WATER HTR #10 .... R ......... 0-(2) 5,000 .......... - B 510 15-00 R 014 BEPRM 31 1,500 20-(1) R #12 SPRINKLER 5 5PARE - - - - - - - - - - SPARE 55 51 SPARE - - - - - - - - - - SPARE 37 5 SPARE - - - - - - - - - - SPARE 541 4Cl SPARE - - - - - - - - - - SPARE 41 44 SPARE - - - - - 10,00 17;ro I A.I.G. RATING 10,000 30pg0 - TOTAL ALL PANELS 4i,310 Ist 10,000 at 100% IOpoO REMAINDER AT 40% 14,1124 A/C LOAD AT 65% 6500 TOTAL = 31,424 / 240 = 130A3 AMP5 O.C. SHALL COORDINATE W/OWNER ALL 6ERNERATOR POWER REQUIREMENTS $ PANEL CONFIGURATION FOR ADDING A PORTABLE EMERGENCY GENERATOR. ELECTRICAL NOTES: A. HEAT STRIP LOAD GOVERNS OVER GONDENSOR UNIT LOAD. B. 6ENERAL LIGHTING CALCULATED ® 1,694 (SQ.FT) x 3 (XATT5/50.PT) = 5,047/ 10 (6EN1.T6.C/RJ = 509.7 (INATTS/EA) C. CONDUIT 51ZE. or 510 (NATT5/EAJ D. SEE 50-PANEL GALCULATION5. R BRANCH CIRCUI75 RUN IN ROMEX. A.I.C. CALCULATIONS (2 x 40 x 26,140(5000 x 240) = 1.75 14+1.75=.36 .36 x 26,194 = 4525.04 A.I.G. OF SERVICE = 9525.09 A.I.G. RATING Or PANEL = 10,000 56TE: — — — — — J GENERAL CONTRACTOR TO COORDINATE FINAL HVAG LAYOUT WITH TRUSS LGOMPANY BEFORETRUSSES ARE BUILT. J NOTE:--------- ALL BEDROOMS MUST HAVE ARC FAULT INTERRUPTION L--------- J ELECTRICAL SYMBOLS DUPLEX RECEPTACLE AT 12' A.F.F. 5WITGH SINGLE POLE 4 TELEV15ION JACK FIREARM sn SMOKE DETECTOR _n u F.P.$L. METER $ DISC. Q� B DUPLEX AT g RECEPTACLE T3 SWTHREE WAY t ATo2" Av. ��ACL SHIITCH DISCONNECT ® PANED QD DUPLEX RECEPTACLE �4 5WITGH oT HVAC, PADDLE FAN F EXHAUST C AT 6° ABV. COUNTER FOUR NAY THERM05TAT vv oo W/ OR WO/ LIGHT FAN 0 GFI DUPLEX RECEPTACLE FLUSH IN FLOOR DUPLEX RECEPTACLE GROUND FAULT R IACLE D 51,4ITGH RHI05TAT 5WITGH DIMMER M ® INTERCOM AF.F5� TELEPHONE OUTLET AT 120 A.F.F. FIXTURE INCANDESCENT LIGHT FIXTURE GL6. MNTED. F (p� Y EXHAUST LV DOOR RELEASE Q LEX OP REG. 5WITTCCHED K KEYED OUTLET FLUSHIINrFLOOR INCANDESCENT LIGHT FIXTURES KALL. MNTED. (2) I VOLUME CONTROL II WP DUPLEX WATERPROOF RECEPTACLE SECURITY KEYPAD NGAL5. KER® I GIL6. MOUNTED I RECEPTACLE DUPLEX RECEPTACLE UNDER COUNTER [—j] .UNCTION BOX SECURITY LIGHTS ® HI HAT VAPOR PROOF ® LON VOLTAGE TRAN51FORMER ?c 3F1 6FI DUPLEX REGEP. AT 8' ABV. COUNTER 1 DOOR CHIME RECESSED EYEBALL FL`��T FB CEILING MTD. FAN BOX STRIP FIXTURE M(SLAVE) STATION DU USHO FIQ _RL 6FI RECEPTACLE 220LT OUTLET $ 0 5i EXACT L , U ... designed PAR drawn PAR checked 55 date 5/1/20 scale 1/4" = 1'-0" U.N.O. job no. 20-0004 . w1E W U z W a 0 o(]If W M I W/ Q `L I..L W w Z Y Zo U LLJ w z >U W aJ 0 J Cf) project J Z dl � W U 2O WW O En � Z E ~ LL G7 � WWo � ,,� '�-�il� z Ln L1! drawing ELECTRICAL PLAN sheet E-1 revisions no. date SEE PLAN FOR ACTUAL NO. $ DIM OF RISERS AND TREA05 1 #3 N051W PLA TYPICAL (2) LAYERS bxb WI.4xHI.4"NWY1. , �^ #4 BARS a O 46" O/G � � I I ~ 2) e4xGONT. I- 8° e I a GONT. GO . FOOTING SEE 501EDULE F- 12 TYP. GONG. 51 STAIR DETAIL MASONRY WALL MATCHING DONELS 45 BAR DIA. MIN. *STD. HOOKS 4" CONC. SLAB _ >I 14r5 CONT. 3" 't fl MIN. GLR. it t,.• TRANSVERSE ppp BARS ONLY AS READ. Sff EQ. EQ. CONT.REBAR SEE FOOTING SCHEDULE SEE 5GHED. EDGE BARS ALWAYS REMAAN SPACE OTHERS EQUALLY 50 CONT. 150LATED SPREAD I-#5 COW.. w 'MIN. GLR Q g• WhIF 4" GONG. SLAB MIN z f I ONLYAS SEE SCHEDULE CONT. 3" MIN. GLR 4" GONG. sM5 VERT. EARS 0 = 4'-0' MAX. OR A5 LOCATED ON PLANS. GROUT z WALL SOLID. f TRANSVERSE BARS ONLY AS R£QD. fQ EQ GONT.REBAR SEE FOOTING SCHEDULE SEE SGr•IED. EDGE BARS ALWAYS REMAIN. SPADE OTHERS EQUALLY 35 CONT. ISOLATED SPREAD MA50� I.; MATCHING DONELS 4e BAR WALL DIA. MIN. W/STD. HOOKS I TO FIELD VERIFY ALL FINAL RISER HEIGHTS WITH FINAL GRADE DOWN TO PAVERS BEFORE CONSTRUCTION HE SMART VENT HYDRO VENT. NOTE TO BUILDER: (200 S.F. PER) VERIFY ALL DIMENSIONS AND ANGLES PER 32222 FBG-R 2011 SHOWN WITH SITE SURVEY bTH ED.. SEE FLOOR PLAN INFORMATION BEFORE CONSTRUCTION FOR SQUARE FT. GALG. OF GARAGE. NOTE GENERAL CONTRACTOR TO MAXIMIZE AND FIELD VERIFY ALL FINAL STEP HEIGHTS ,GRADE AND FINISHED FLOOR FIGHTS TO MEET CODE BEFORE POURING CONCRETE. 145 NOTE TO BUILDER: ALL MASONRY RETAINING WALLS SHALL BE GROUTED SOLID BELOW SLAB LEVEL NOTE TO BUILDER/SUBGONTRAGTORS: BUILDER SHALL COMPLY WITH FBG SECTION R404.I.71 FOR STEM WALL CONSTRUCTION VENT CALCULATIONS BELOW FLOOD: 108.0 S.F. NEED TO BE HYDRO VENTED 4 SMART VENTS COVERS 800 S.F. ALLOWED ALL SETBACKS WERE PRE APPROVED THROUGH THE 5T. LUGIE COUNTY ZONING DEPARTMENT ATHERIN6 AREA PER TABLE 3012.(0 WEATHERING: NEGLIGIBLE TERMITE: VERY HEAVEY NOTE TO BUILDER: MASON; EXACT MASONRY OPENING SIZES ARE TO BE OBTAINED FROM BUILDER '. BEFORE CONSTRUCTION DUE TO VARYING MANIFAGTURER M.O.'S. SEE FLOOR PLAN FOR WINDOW PLACEMENT AND LABELING. SESctinu E 6.G. TO VERIFY ALL FOUNDATION DIMENSIONS AND FINISH FLOOR HEIGHT WITH SURVEY INFO BEFORE CONSTRUCTION SLAB: POURED CONCRETE SLAB (SEE SLAB SPECS) OVER APPROVED VAPOR BARRIER AND YELL COMPACTED (TO 95 %) GLEAN AND TERMITE TREATED SAND FILL. NOTE: S.C. TO VERIFY FIN. PLR ELEVATIONS WITH SURVEY AND ADJUST ACCORDINGLY IF NECESSARY BEFORE CONSTRUCTION. DO NOT EXCEED MAX BUILDING HT. ALLOWED BY LOCAL CODES. VARIE5I,U SLOPE ' I#5 CONT. TOP 4 BTM II WELDED WIRE MESH 4" GONG. SLAB 1 COMPACTtP FILL GRADE ..(. MASONRY HALL z VER . REINEORGEMENT s PER PLAN GRa/r ALL it I� CELLS SOLID BELOW SLAB TRANSVERSE BARS x-� --•- ONLY AS RC -OD. I-M5 CONT. 3" MIN. GLR. I/2' WhtF �^ ia � EXP. 4" GONG. a j JOINT %5 VERT. BARS 4'-0' MAX. OR A5 LOCATED ON PLANS. GROUT WALL SOLID. f TRANSVERSE BARS ONLY A5 REQD. EQ. EQ. GONT.REBAR SEE FOOTING SCHEDULE SEE SGHED. EDGE BARS ALWAYS REMAIN. SPACE OTHERS EQUALLY 50H CONT. ISOLATED SPREAD MATCHING DOVELS 48 BAR DIA. MIN: W/5TD. HOOKS I-p5 GONT. 3' MIN. GLR �4" GONG. 5 sf5 VERT. EARS ® _ 4'-0" MAX. OR A5-�� LOCATED ON PLANS. GROUT WALL SOLID. -TRANSVERSE BARS ONLY A5 REQD. - EQ. EQ. _ GONT.REBAR SEE FOOTING SCHEDULE SEE SGHED. EDGE BARS ALWAYS REMAIN. SPACE OTHERS EQUALLY CONT. ISOLATED SPREAD 5 CONT. MIN GLR Z s<4 a 48' O/G — J ONLY A5 SEE •—� —* �- SCHEDULE EQ EQ GONT.REBAR .SEE FOOTING SCHEDULE SEE SGIffD. EDGE BARS ALWAYS REMAIN SPACE OTHERS EQUALLY 51 THICK. EDGE ®DOOR 1415 CONT. 3' MIN. GLR. � WW.F 4" GONG. g #5 YERT. BARS 0 - 4'-0' MAX. OR A5 LOCATED ON GRgpp PLAN5.6ROUT WALL SOLID. TRANSVERSE BARS cr ONLY A5 READ. . EQ. EQ. GONT.REBAR SEE FOOTING SCHEDULE SEE SGHED, EDGE BARS ALWAYS REMAIN, SPACE OTHERS EQUALLY 51S GONT. ISOLATED SPREAD COLUMN SCHEDULE MARK SIZE TYPE DESCRIPTION 8x6 GONG. BLK. W/1 FULLY GROUTED CELL W/1-405 VERT. EA. CELL G-1 BLOCK a 7'-4' O/G MAX. OR A5 LOCATED ON PLANS 8x16 G-2 BLOCK GONG. BLOCK YJ/2 FIA.LY 6ROUTv CELLS W/1-#5 VERT. EA, CELL 8x12 PINKER T324 OR EQUAL G-3 BLOCK GONG.'O" BLK. FULLY 6ROVIED W/245 VERT. 45°IRREGULAR RINKER T990 OR EQUAL G-4 BLOCK FULLY GROUTED W/I-+IS VERT. EA. CELL. 8x16 GONG. BLOCK W/2 FULLY GROUTED CELLO W/245 VERT. E4. CELL G-5 81CGK 2 BARS EACH FAGS FOOTING SCHEDULE D (AIL MARK SfZE(Nbm) REINFORGIN6 DESCRIPTION 7V-fk� F-1 IBk125tGONr W/2 +5 CONT.- BTM.' OEN�E STORY 4Kr=, 51B EXTERIOR 5TEhA�V?J-L F-2 IBk11'ScOONT. W/2 #5 Caw- BTM. ONE STORY. 49E, 51 EXTERIOR 51EMWALL F-3 Ibk12kGONT. NU2 05 GONE. - BTM. ONE STORY SOB EXTERIOR 51EMWALL F-4 Ibk125rGONT. W/2 #5 GONT. - BTM. ONE STORY 5045 5TEMWALL F4 0"xl2'kG0N7. W/2 #5 CONT. - BTM AT STAIRS 12 5TEMWALL F-6 18"x/2'kGONT. WW!1 45 CONT. AT STAIRS 35 A F-7 18k120xC4ONT. W/i 05 CONT. ISOLATED SPREAD 35 A EXTERIOR F-b Ibkl21xGONT. W/2 #5 CONT. ONE STORY7IEHOl.L 50H EXTERIOR 57Eh1WALL F-9 Ibk12°xGONT W/2 05 GONT. ONE STORY SIA EXTERIOR 51EMWALL DETAIL F-10 18'Sr1254ONT. W/1<75 CONT.. ONE STORY II/53 7 00A 15, 1 1 -4 :;r E.EBID CIONC TO lei . glg T.+-IV 41-0" I_211 G2 G2 -T r G2 Vr 61211 13-0 I I =dA — — — so' -I" G2 G2 I I N n dJ U_ I I I51-1' b.,GMU I F8 52 L_--- 61-10" AA I ° — - � G2 I I Y I G3 A_g I � SMART VE�7T G2 36 4 AGG � I ve - _I I r I � I FI� � IG .t EDGE OVER 12" G BLOCKING W/(2)I6 O'-0' FIN. SLAB FI I I I I I al I I A 3 "D FLOOR SLAB TO BE CONCRETE SLAB WITH Wl"LM. ON b MIL VI GLEAN WELL GOMPAG ° THICK POURED b' X b" X WL4xWl.4 (OR EQUAI) ON FILL.. ry .p I — I I I I FIO I m i e �-3'-3-I/2' FLOATING �= AT F � 56�: 4:1 AGG dR 02 10�a WALL BELOW TOENAILS EA. SIDE I x ng I" SLQPE ON EFLO TI�51.AB 8"xl I 2x12 PT. 4" THK GONG. DRIVE designed PAR drawn PAR checked ss date 5/I/20 scale 1/4° = r-0" u.N.o. job no. 20-0004 . HIE QUA QUANTUM ENGINEERING ASSOCIATES INC. SbuctrvalEmgureeriag &Cast Seglegadoa 6415 LAKE WORTH ROAD SURE 105 GREENACRES, FLORIDA 33483 W W W.�FASSOCIATES.COM w Shawn M. Stambaugh, PE Fl.. uc. sieso - c.A zszm LU Q!0 Ell ) Lij 2 LV G� C " J Z ILL • W U � Z IY W O Cn drawing FOUNDATION PLAN PLUMBING RISE=R sheet S-1 revisions no. date 4'-4" 1 4' 4" 1 0'-6" T 4'-4" T T 4 4 T TRU55 CONNECTOR SCHEDULE FASTENERS PER ALLONIABLE UPLIFT PARALLEL LOAD (F2) PERPENDSTRAP. LOAD (FU PRODUCT MARK USP CONNECTOR TRUSS CONCIFIE-BEAM 51NSLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP 51NSLE STRAP DOUBLE STRAP APFROVAL TO-1 HTA /2/12R M IOd x 1-1/2" - 1670 # 24W # 710 # 1310 # 270 # 1215 # FL 17660 7C-2 HTA 20/2 (q) IOd x 1-1/2" - I4370 # 24300 710 # 1510 # 270 # 1215 # FL 17660 7C-3 RT16M (q) IOd x 1-1/2" (4)114' x 1-3/4" TAP. 1345 # 2740 # 480 # q60 # 630 # 1260 # FL 10734 TC-4 I H&AM/OKT (4)1/40x1-1/2" A5 (4)1142 x 1-3/4" TAP. 415 # 16W # 740 # 1460 # 1073 # 2150 # 1 FL 1764q I/ MLLVYwDL[ WN!'.a NRC cM'lN vn V�I' LNIRLOb Sti l n tG. 4 CY.DR MAT USE LGN5CK STRAP5 OF 5N4E TYPE 5FEGIFIED. 31 USE OALVANIZED HAILS A5 SPECIFIEDBY MANIFAC1 IRM 4) TAPGONS SHOULD BE LOCATED AT Tkff FARTWST POINT FROM Tiff TOP OF TTff BEAM. 5) PROVIDE APPROVED MOISTURE BARRIER PLATE OR BUILDING PAPER BETPEEN MA50WY WALL AND EACH TRU55. DIAPHRAGM SCHEDULE DIAPHRAGM NAILI146 DIAPHRAGM ZONE I ZONE 2 ZONE 3 PANEL FRAMING BOUNDRIES EDGE INTER. EDGE INTER. E76E INTER. LOCATION PANEL GRADE 714ICKNE55 SPACING REMARKS APA RATED SHEATHING EXPOSURE 1, OR EQUAL 24" 0/C IOd IOd IOd IOd IOd IOd IOd BLOCKED A5 ROOF SPAN RATING 40/20 14/32" MAX. 6" O/C 6" O/C 6' 0/C 6" 0/C 6" 0/C 4" 0/C 4" 0/C 510M ON PLAN APA RATED SHEATHING SECOND STURD-I-FLOOR, OR Ea 2400/C IOd IOd IOd GLUED AND BLOCKED FLOOR SPAN RAT/N6 46/24 23152° MAX. 6" O/C 6" O/C 10" O/C A5 5HOAT1 ON PLAN APA RATED-9-EATHINO NAIL CORNER 51UD5 EXT EXPOSURE 1, OR EG UAL I6" O/C IOd IOd IOd AT 4" 0/C MAX. TYPICAL WALL SPAN RATING 40/20 R1132 MAX. 4" 0/C 4" O/C 6" 0/C BLOCK FREE EPOE5 1) ALL NAILS TO BE OF RINF V W K VARIETY UNLESS NOTED oniERK5E. designed PAR drawn PAR checked 55 date 5/1/20 scale 1/4" = I'-0" U.N.O. job no. 20-0004 . HIE Q-EA QUANTUM ENGINEERING ASSOCIATES INC. StmcturalEngrneertng & CastSegregaBan 6415 LAKE WORTH ROAD SUITE 105 GREENACRES, FLORIDA 33463 W W W.Q,,SSOCIATM.COM Shawn M. Stambaugh, PE FL. LIC. 61650 - C.& 26210 W U Z W o 0 0� 0 W ¢� Lu Lu Z Y ZO U W Z _W >U aJ _W O� project J z LL I--,W D W U_ to > a ry u W — [n Z z ED I- LL CY W W � 0 Ln Ln LU drawing ROOF FRAMING PLAN sheet S-2 FILL COPY revisions no. date ^ -- b'xlb" BOND BEAM (PER 1' L SCHEDULE) ( 5"x5" PRECAST )- LINTEL. iV FILL COLUMNS I' AND LINTEL SOLID 1 ` NU 6ROUT #r 5"x5" FILLED CELLS W/145 VERT. (TYP) TYP. DET. LINTEL ON COLUMN 3/4" - 1'-0" -- m r _ � g (T TOP BAR 4 HOOK INTO SECOND CELL FILL COLUMNS SOLID W/ PEA GRAVEL CONCRETE TYP. CHANGE IN 5/4" = 1'-0" BREAK AWAY SIDE OF MASONRY COLUMN FOR CONTINUOUS POUR SEE BEAM SCHEDULE FOR REINPORGEh1ENT 77 m 0 5"x5" FILLED CELLS SEE PLAN AND COLUMN SCHEDULE FOR REINF. BOND BM. HT. SIMPSON 144 HURRICANE CLIP EA. LOOKOUT TO 6E TRUSS W/ (4) 5d NAILS EA. MEMBER 0) 1612 TY'. 2x4 SIR BLOGKIN5 0 16" O/C (2) IOd TYP. EA. TRUSS REINFORCE VERTICAL 11:11EER5 OF &ABLE END TRU55 W/2x4 T-BRACE AT EA. VER7.. NAIL W/I6d NAILS * 5" O/C PLAN VIEW AT r BRACE 53 CONNECTION DETAIL FILL COLUMNS AND LINTEL SOLID W/ GROUT T.OBB. w e C,tu t,l tu N3 VERT. TIES ONLY AS READ. SEE LINTEL. 5GHEDULE z HIGH STRENGTH PRECAST LINTEL N t?) W/REINFORGIN6 AS REGD. SEE LINTEL SCHEDULE COLIJMN5 BEYOND SEE FOUNDATION PLAN TYP. DET. LINTEL ON COLUMN 3/4" = 1'-0" b"x8" FILLED OPENIN65 (= 6-0": CELLS SEE PLAN PROVIDE b"Xb" MIN. AND COLUMN BOND BEAM COURSE SCHEDULE FOR -1, / NU 145 MID. OR REINF. ) b"X5" MIN. FORMED J/ MA50NRY GONG. SILL W/ 245 MASONRY � . �• OPENING MID. OPENING > 6-01: MALL _ PROVIDE 5"X8" MIN. BREAK AWAY SIDE t". ( BOND BEAM COURSE OF MASONRY < . . ° W/ 245 MID. OR COLUMN FOR ( - —, 5"X6" MIN. FORMED CONTINUOUS POUR ' .. CONC. 51H W/ 245 ITT MID. PROVIDE b" MIN. PROVIDE 8"x8" PENETRATION EA '1. AX �� 48 MAX." FILLED CELLS W END 4 TIED TO 145 VERT. DOYEL VERT. REINF , _ W/ 5TD. AGI HOOK 71"FOUNDATION ORj-.� l . O/C, WHEN OPENING INTERMEDIATE 1 ( EXCEEDS 4'-0' BEAM WIDE SILL REINF. AT MASONRY OPENINGS TYP. 3/4" = I'-0" MASONRY- OWN PROVIDE PREFAB. "L"_ JOINT REINFORCING AT ALL CORNER5 PLAN VIEW 5/8" ROOF SHEATHING H/ IOd NAILS a 14/32" ROOF PLYWOOD. NAIL 4" 0/0 INTO BLOCKING AND LOOKOUT PER TRU55 MFR. (2) 5/8" WEDGE PER DIAPHRA6M SCHEDULE CONT. FASCIA BOARD (SEE WALL SECTION) �" ANCHORS EA. FLANGE NAIL TO LOOKOUT W/ (5) 16d 0 b" 0/0 3„ W/ 4" MIN. EMBED ENS. AND APPROVED WOOD TRUSSES SEE TYP. WALL SECTION FOR ACTUAL HEEL 2x4 LOOKOUT FOR O.H. a lb" O/G AND OVERHANG CONDITIONS 2x4 BLOCKING ANCHORED TO LOOKOUT W/ 8'� SEE TRUSS CONNECTOR SCHEDULE SELECT (2) IOd TOENAILS E.E. CONNECTOR SHONAI ON BRACING PLANS �" INSTALL PER MFR. SPECIFICATIONS 2x4 DIAGONAL BRACE RESTRAINT LOCATION � �" b AS SHOWN ON PLAN MALL SHEATHING NAIL PER SCHEDULETO NUUJ SABLE END FASTEN TO SLEEPER W/ Ibd NAILS a 5' 0/G TYPICAL J GOUT. 2X4 SLEEPER FASTEN TO BEAM W/ 10' I • • HILTI XDNI 2-5/8" L&. 0 b" CIO ?' Ik U51` HTA12 EMBEDDED STRAP W/ (b) IOd X 1-1/2' NAILS a EA. TRU55 VERT. WEB (24" O/C) (2) SID" DIA. 11 CONT. CONC. OR MASONRY TIE BEAM SEE TIE 1/4" THICK PLATE THROUGH BOLTS GONG. TIE -BEAM OR BOND BEAM BEAM 50HEDULE HANGER e 5" GM/ WALL 2x4 LATERAL BRACIN6 LOCATION A5 SHOWN e CONNECTION DETAIL ON PLAN 53 NOTE: FLANGE MAY BE ON EITHER SIDE CONNECTION DETAIL 5/6' APA RATTED % SHEATHING. EXP. I W/ 8d NAILS 0 6' 0/0 (FIELD) 4 4' 19/52" ROOF PLYWOOD. NAIL o/G (EDGE) OR AS ALTERNATIVE To 5HEATHIN6 PROVIDE ALTERNATING 2xb PER DIAPHRAGM 50HEDULE ROOF SHEATHING DIA60NAL BRACING BETYgN TOP 4 57M. CHORDS OF ADJACENT TRUSSES WCONT. 2X6 P.T. RIBBON W/ 1/4"x3-1/4" I (4) Ibd TOENAILS EACH END PER SECTION A. TAPCONS a 12" O/c, MAX STA65ERED NAIL PRE-EN6. WOOD TRU55E5 SEE SHEATHING PER DIAPHRAGM SCHEDULE TYP. WALL SECTION FOR VARIES$ ACTUAL HEEL AND O.H. -- FULL DEPTH BLOCONDITIONS K/( NU(2)Ibd TOENAILS EA.A. SIDE SIDE E.E. LISP RTI6A OR RTI6-2 CLIP W/ 2, BLK'G o roP, (9) IOd x 1-1/2" NAILS TO TRUSS BOTTOM 4 PANEL A 4 (8) IOd NAILS TO 6T FDGE5 OR 4'-0" ALT. WOOD TRUSS, PT 2X12's * I6" O.G. u PRE -ENS M. 61RDER SM PLAN SECTION I! ELEV.{ ROOFT` TRUSS, UPLIFT STRAP, ff SEE PLAN 5EE PLAN 4 SGFIED. I ATTACH 2x4 P.T. SILL I I BLOCKING KI 0.I43'0 SECTION MAX. UPLIFT = 13509 GMU WALL, I1 0" LONG PAP • 6' O/C PI MAX = 600>< SEE PLAN P2 MAX. = 64$# I CONC. TIE BEAM OR BOND BEAM, SEE PLAN 53 CONNECTION DETAIL 3 CONNECTION DETAIL CONNECTION DETAIL 23/52" FLOOR 5HEATHIN6 PER ROOF 5HEATHIN& DIAPHRAGM SCHEDULE B L 5166 PEP6E ANGHOR5 * 120010 STA65ERED EMBED 4" MIN. 2x12 WOOD JOISTS AT 24" G/G DBL. 2x12 P.T. _ WOODL.ED&ER USP TH0526 * POO) IOd NAILS TO LEDGER AND (12) IOd SECTION NAILS TO JOIST VIEW ALUM. POUR STOP FILL ALL COURSES DOWN TO LED6ER * HANGER MAY BE SKEWED OR HAVE SLOPED SEAT. 53 CONNECTION DETAIL HO CONCRETE COLUMN MAiNRY� MASONRY r ----1 I �: O O O EXTEND JOINT REINF. b" OINTO WZREIE COLUMN PROVIDE PREFAB. "T" JOINT REINFOWN6 AT . ALL T INTERSECTIONS PLAN VIEW TYPICAL MASONRY JOINT REINF. DETAILS 9 GA. HORIZ. JOINT REINF of 16" o/c, TYP. PLAN VIEW - SEE UPLIFT VALUE ON BRACING PLAN AND TRU55 CONNECTOR SCHEDULE INSTALL PER MFR. SPECIFICATIONS CRICKET BY BUILDER CONT. 2X4 P.T. RIBBON NU HILTI DNI-12-P5 a 5" CIO MAX NAIL 5HEATHIN6 PER DIAPHRAGM SCHEDULE PRE-FAB ROOF TRU55 e 24" O/G 5/b' WE06E ANGHOF a 12" O/C 5TA66M EMBED 4" MIN. (2)2x12 P.T. WOOD LEDGER U512 THD26 W/ (I5) IE NAILS TO LEDGER 4 (12) I0dxl/2" NAILS TO TRUSS LISP HIS BLOC, x2"I I/4"XI-I SECTION A ALTERNATE ED6E NAILING ALONG BILK& x 6-0" LONG 1� rl-nry ILA AMIOKT CLIP a :I1,16 NU (4) 1/4" .ONG TAPCON5 TO BEAM 4 (4) 12" 50REW5 TO BLOCKING ( I I 2xb P.T. BLOCKING a 6-0" O/C FASTEN EACH END TO TRUSS W/ 3-1 MR HSAMIOKT CLIP ALONG TRU55 (4) 1/4" x2" LONG TAPCON5 TO BEP SCREWS TO TRU65 BTM. CHORD GONG. TIE BEAM or MASONRY BOND BEAM (SEE FLAW I eCONNECTION DETAIL 53 ROOF SHEATHING (SEE PLAW s — 2x6 BRACE a 6'-0" O/C NU (10) Ibd NAILS, EA. END _ro. waL SEE PLAN 5d NAILS 0 4'-0" O/C W/ M 4 (4) 1/4"XI-1/2" EDGE NAILING ALONG BLK'G x 6-0' LONG 2xb BLOCKING a 6'-0" O/G FASTENED TO TRUSS EA. END W/ 0) I6d TOE NAILS 2xb BRACE a 6-0" 0/G Wl (10) I6d NAILS, EA. END ° " " ° _T.O. WALL 2xb P.T. BLOCKING * 6-0" O/G SEE PLAN FASTEN EACH END TO M65 W/ 3-I6d NAILS LISP H6AMIOKT CLIP NU (4) j" 0 x2" LONG TAPCON5/TITEN5 6 I TO BEAM 4 (4) 1/4"XI-1/2" WOOD SCREWS TO BLOCKING GONG. TIE BEAM or MASONRY BOND BEAM (SEE PLAN) CAPACITY: 265 plf LATERAL o 133 4 EU__ 53 CONNECTION DETAIL TIE -BEAM SCHEDULE REINFORCING •3 HOOP5 TOP MID BTM MARK SIZE OR STIRRUPS REMARKS TYPICAL MASONRY BOND BEAM CONT. UNLESS NOTED OTHERWISE 86-1 6x16 145 - - NONE READ. (2) COUIRES FILLED MA50NRY BOND BEAM CONT. BB-2 12x16 2#5 - - NONE REOD. (2) COUR5E'5 FILLED GA5TGRETE H16H STRENGTH LINTEL L-I 5x30 115 - 1#5 NONE REOD. ALL GOURSE5 FILLED GASTGRETE H16H 5TRENSTH LINTEL L-2 5x5 - - 145 NONE REGV. FILLED GASTGRETE H1614 STRENGTH LINTEL L-3 5x1b 1#5 - I#5 NONE READ. (2) COUR5E5 FILLED GA5TGRETE HIGH STRENGTH LINTEL. L-4 12x23 215 - 215 NONE REOD. ALL GOIIRSE5 FILLED GA5TGRETIF H16H STRENGTH LINTEL L-5 6x5b 1#5 - 115 NONE REOD. ALL GOUR5E5 FILLED GASTGRETE HIGH STRENGTH LINTEL L-6 Bx54 105 - 1#3 NOW PEW. ALL COUR5E5 FILLED CA5TCRETE H16H 5TRENOTH LINTEL L-7 5x20 1#5 - 145 NONE READ. ALL GOUR5E5 FILLED GA5TCFM HI&H STRENGTH LINTEL L-b 5x57 1#5 1 - 115 NOW REM. ALL GOUR5E5 PILL50 SAFE LATERAL LOADS FOR e" 9RFGAS7 6 PRESTRESSEo U-I_INTFI S SAFE UPLIFT LOAD5 FOR 5" PREGA57 4 PRESTRESSED U-LINTEL5 C4�„_C~M "�� SAFE LOAD PLF LENGTH TYPE 8U8 BF8 �• V-10"(34") PRECAST 1293 1642 2135 S-6- (421 PRECAST 1025 1024 1830 4'-0' (481 PRECAST 765 763 1365 4'-6- (541 PRECAST 592 591 1057 5'-4- (641 PRECAST 411 411 734 V-10"(701 PRECAST 340 339 607 6-6" (781 PRECAST 507 721 483 7'-6- (901 PRECAST 424 534 357 9'-4- (112' PRECAST 326 512 227 10'-6'(1261 PRECAST 284 401 178 11'-4-(1361 PRECAST 260 452 152 12'-0-(1441 PRECAST 244 402 135 13'-4-(1601 PRECAST 217 324 109 14'-0"(168") PRECAST 205 293 98 14'-8'(1761 PRESTRESSED N.R. 284 89 15'-4"(1841 PRESTRESSED N.R. 259 82 17'-4"(2081 PRESTRESSED N.R. 194 63 19'-4"(2321 PRESTRESSED N.R. 148 51 21'-4"(2561 PRESTRESSED N.R. 125 42 22'-0"(2641 PRESTRESSED N.R. 116 39 24'-0"(2881 PRESTRESSED N.R. 91 33 Ci9*9'0 SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 1T 8F12-IT Bin IT WM-1T 8H24-1T SF25-IT U32-IT 8F8-Zr : BF72-Zr BF78-Zr 920-Zr 81`24-2T WA-Zr BF32-2r 2'-10'(34' PRECAST 1972 3173 4450 5747 7034 8321 NIX 1972 3173 4460 5747 7034 8321 9608 S-6" (42' PRECAST 1559 2524 3547 4569 5591 8613 76M 1569 2524 3547 4W9 5591 6613 76M 4'-0' (481 PRECAST 130 2192 3079 3968 4853 5740 8827 1363 2192 3079 3966 4853 5740 6527 4'-6" (54' PRECAST 1207 1940 Z724 3508 4292 5a77 5861 1207 1040 2724 350E 4292 5077 5861 5-4" (64' PRECAST 1015 1532 2290 2940 3607 4265 4924 1016 1632 2290 2949 MIT 4265 4024 V-10" (701 PRECAST 909 1492 2093 2694 3Z95 3897 4498 929 1492 2093 2594 3295 3897 4498 6'-6" (78' PRECAST 12 1340 18M 2419 2959 34M 4038 835 1340 18W 2419 2959 3498 4038 7'-6' (901 PRECAST 727 1021 I5XI2 21 11 257110 30910 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4' (112' PRECAST 591 680 11915 14711 1811 15 21 16 _Z4RI5 591 851 1326 1705 2054 2463 2542 10'-6'(126") PRECAST 530 552 914 n 11 15 1458 15 17 15 200 1 530 BBB 1183 1526 1865 22U4 2544 l l'-4' (136' PRECAST 474 485 798 15 t 15 1272 15 15115 17 15 494 599 102E 1422 1738 2053 2369 12'-0'(144' PRECAST 470 9 441 72314 93614 1151(15 13SK151 1 15 470 543 929 1349 1649 1948 2247 13'-4" (1601 PRECAST 418 15 373 606 14 783 14 962 (14 1141 14 1321 14 428 455 770 1145 1444 1718 1993 14'-0-(168' PRECAST 3B4 15 30 559 14 723 14 887 14 1 i4 n t4 410 42D 709 1050 1434 8 1894 8 1954 14'-B'(176' PRESTRESSED 2' D43 519 13 871 1 M3 13 976 14 1129(14 246 390 655 968 1324 8 18 11 137401 IT-4'(1841 PRESTRESSED 224 3M 48513 6281 767 13 909 1 1052(13 230 364 609 897 1224 (81 1 14 1801 14 17'-4"(2081 PRESTRESSED 107 255 404 12 520 12 W7 12 754 12 872 12 192 303 500 732 993 8 12WI41 14 14 19'-4"(2321 PRESTRESSED 162 222 1 347 11 448 11 548 12 646 12 748 t 165 261 424 616 $31 8 1091 1 14 21'-4'(256' PRESTRESSED 142 198 300 11 M3 11 480 11 S87 11 654 11 142 23D 369 531 713 903 1 1 1 22'-0"(2641 PRESTRESSED 137 192 295 10 378 n 461 10 545(it 82B 11 137 221 354 508 681 661 1 997 1 24'-V(2881 PRESTRESSED 124 175 267 10 341 10 416 10 491 10 586 to 124 2)0 316 450 600 ft756 12 875 f (1) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SAFE GRAVITY LOAD5 FOR 5" PRECAST 4 PRE5TRE55ED U-LIN7EL5 400W v 0111" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH BUB 8F8-0B BF12-OB OF18-00 WID-W SF24-0 BF29-M SF32-M 8F8-1B BF12-111 BF16-113 BF20-10 BF24-16 BF29-1B SF32-1B 2'-10'(34' PRECAST 2231 30� 4805 e113 7547 8974 10394 11809 3r189 4W5 6113 7547 8974 10394 118)9 S-6' (42' PRECAST 2231 3088 3719 5163 OW8054 9502 10951 3069 4W5 6113 7547 8974 10394 118M 4'-O' (481 PRECAST 1966 2561 2751 3820 4890 5"1 7034 8107 2893 4805 8113 7547 8974 10394 11809 4'-6" (54' PRECAST 1599 1869 2110 2831 3753 4576 540D 6224 2189 4375 6113 7547 8672 10294 11809 5'-4" (64' PRECAST 1217 1340 1438 1999 2560 3123 3888 4249 1883 3090 5365 7547 36 19) 87 19 101 19 V-10"(70' PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2672 43M 7188 19 71 19) 8328 20 6'-V (78' PRECAST 908 1235 2177 3411) 3031 3707 4383 S81 1238 2177 3480 &MI 8300 1 14 7'-6' (90' PRECAST 743 1011 1729 2632 2Z05 25M 3191 36M toll 1729 2661 3898 5881 8467 44 6472(151 9'-4" (112' PRECAST 554W9 1160 1825 2554 3486 2818 awl 752 1245 1843 2564 3486 4705 8380 4 10'-6"(1261 PRECAST 475 535 BID 1247 2093 2777 2163 2536 843 1052 1533 2093 2781 3643 38 4754 46 11'-4'(1361 PRECAST 362 562 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4005 12'-0"(1441 PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1554 2193 2W5 3552 13'-4-(1601 PRECAST 296 471 755 1075 1428 1836 2316 2883 471 1 7-55 1075 1428 1&M 2316 2883 14'-0'(1681 PRECAST 279 4z4 706 1002 1326 1697 21Z7 2530 442 1 706 1 1002 1328 1697 2127 26M 14'-8"(176' PRESTRESSED N.R. NR NR NR NR NR NR NR 753 1370 1902 2245 2517 -7712 15'-4"(1841 PRESTRESSED N.R. NR NR NR NR NR NR 710 1250 1733 2058 2320 2513 17'-4"(208' PRESTRESSED N,R, NR NR NR N4 N4 NR 548 950 1326 16a9 1849 2047 19'-4'(2321 PRESTRESSED N.R.NR PNR NR NR NR NR NR 42D 750 1037 1282 1515 1716 21'-4'(256� PRESTRESSED N.R. NR fN NR NR NR NR 340 5" 845 1114 1359 1468 22'-O'(2641 PRESTRESSED N.R. NR NR NR NR NR NR 315 550 784 1047 1285 1399 24'-0"(288' PRESTRESSED N.R. 1NR NR 1NR NR NR NR NR 129 250 450 1 654 1 B84 1092 1222 (1) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. designed PAR drawn PAR checked 55 date 5/1/20 scale 1/4" = I'-O" U.N.O. job no. 20-0004 . HIE QUA QUANTUM ENGINEERING ASSOCIATES INC. In ShucturalEngmeermg& CostSegregakon 6415 LAKE WORTH ROAD SUITE 105 GREENACRES, FLORIDA 33463 W W W QEA CMTES.COM Shawn M. Stambaugh, PE FL. LTC. 61850 - C.A. 26210 W U W o O W V) m W ¢ L` Lu LU F- Zo U Z c.) LU a J H N project k___4 F- _J t ' LJ J DUl j�L W U U W !� Z Z ED LL Ul 4 W � U UW drawing FRAMING DEAILS sheet S-3 BRACING NOTES: 1. BRACIN& SHOWN DOES NOT INCLUDE TEMPORARY BRACING REQUIRED FOR THE ERECTION AND INSTALLATION OF TRU55E5 PRIOR TO THE INSTALLATION OF PERMANENT CR055 BRAUNG AND NEB LATERAL BRACING REQUIREMENT5. TEMPORARY BRACIN& 15 THE RE5PON51BILITY OF THE TRU65 INSTALLER AND SHOULD REMAIN IN PLACE A5 LONG A5 NECE55ARY FOR THE SAFE AND ACCEPTABLE INSTALLATION OF THE ROOF OR FLOOR. (REF: BC50. 2. PERMANENT WEB LATERAL BRACING 15 TO BE INSTALLED AS 50WN ON THE INDIVIDUAL TRUSS DRAWIN66 (NEV LATERAL BRACIN& 15 NOT 5HVAIN ON THIS SHEET). PERMANENT Am LATERAL BRACING 15 TO BE RESTRAINED TO PREVENT LATERAL MOVEMENT BY SOLID ANCHORAGE TO END WALLS, OR BY PERMANENT DIA60NA1 BRACING (NOT SHOW IN THE PLANE OF THEW® MEMBER AT INTERVALS NOT TO EXCEED 20 FEET ALONG CONTIWIOU5 NEB BRACE (REF: SCSI). 3. PERMANENT DIA60NA1 BRACING A5 SHOWN ON THIS SHEET DOES NOT INCLUDE BRACING REQUIRED FOR SABLE END 5TUDS OR BOTTOM CHORD OF &ABLE END AT WALL. REFER TO STANDARD &ABLE END DETAIL FOR BRACING REQUIREMENT5. 4. ALL TOP CHORDS ARE ASSUMED TO BE SHEATHED, AND ALL BOTTOM CHORDS BRACED BY A R1610 CEILING SYSTEM. REFER TO INDIVIDUAL TRU65 DRAWIN575 FOR BRACING REQUIREMENTS OF NON -SHEATHED TOP CHOR I5 AND UNSUPPORTED BOTTOM CHORDS. 5. REFER TO TPI /WCTA BCSI: COMMENTARY AND RECOMMENDATIONS FOR HANDLIN6, INSTALLATION AND BRACING METAL PLATE CONAECTED W000 TRU5SE5", APPENDIX C, FOR RECOMMENDED SEQUENCE OF INSTALLING BRACING COMPONENT5. 6. THE 5TRJCTVRAL ADEQUACY OF THE INDIVIDUAL TRUSS DE51&N5 TO WITH57AND GRAVITY AND WIND LOAPIN66 AS HELL AS 51RDER CONNECTIONS AND LOADS ARE THE RE5PON51BILI7Y OF THE TRUSS DESIGNER. ANCHORAGE OF THE TRUSSES AND GIRDERS TO THE SUPPORTING STRL'CTVRE TO WITHSTAND WIND UPLIFT IS THE RESPONSIBILITY OF THE PRO r-CT ENGINEER OR ARCHITECT. 7. THE BRACING FOR THE ROOF SYSTEM 15 DESIGNED FOR BOTH POSITIVE $ NEGATIVE PRESSURE AND MEET5 THE REQUIREMENTS OF 2017 FBC. BRACING LEGEND: PERMANENT 2x4 DIASONAL BRACE RESTRAINT IN THE xPLANE OF THE NEAREST WEB MEMBER AT 20'-0" INTERVALS AT APPROXIMATELY 45 DEGREE ANGLE. FASTEN TO OPPOSITE 51DE OF WEB WITH 3-16d TOENAILS AND TO LATERAL BRACE WITH (5) 10d NAILS EACH INTERSECTION. (REF: 0051). HORIZONTAL BRIDGING WITH A MINIMUM 2x6 STRON66ACK AT 6'-0" 0/0. FASTEN TO EACH TRUSS WITH 3-I0d NAILS AND ATTACH TO WALL5 OR OTHER RI61D POINT AT EACH END (REF: B051). PROVIDE OVERLAP OF AT LEAST (5) TRUSSES (FLOOR ONLY). PERMANENT 2x4XCONT. LATERAL BRACING IN THE PLANE OF THE STRUCTURAL BOTTOM CHORD OF THE TRUSSES AT 6-0" 0/C. FASTEN WITH 2-I0d NAILS IN EACH TRUSS. PROVIDE OVERLAP OF AT LEAST (2) TRUSSES (ROOF ONLY). ZONES 16 2 (SEE DIAPHRAGM SCHEDULE) ZONE 3 (SEE DIAPHRAGM SCHEDULE) BRACING DETAILS: SHEATHING WMFRE55ION PIED 5LOPIN6 OR VERTICAL CONTINUOUS PERMANENT LATERAL BRACIN& (01.8) PERMANENT DIA60NAL BRACE NAILED TO OPP. SIDE OF NEB PREVEN75 LATERAL MOVEMENT AND SHOULD BE REPEATED AT APPROX 20 FOOT INTERVALS CEILING I FIGURE 36: PERMANENT DIA60NAL BRACING IN THE PLANE OF THE NEB MEMBERS PERMANENT CROSS BRACING F16ORE 37. PERMANENT BRACING IN THE PLANE OF THE NE55 FOR PITCHED TRUSSES HORIZONTAL BRID6N6 WITH A MINIMUM 2xb 5TRONSBACK CONNECTION TO EACH TRU55 WITH 3-I0d NAILS AND ATTACHED TO WALLS OR OTHER RI61D POINT AT EACH END (REF: BC51). PROVIDE OVERLAP OF AT LEAST (5) TRUSSES (FLOORS ONLY). SEE PLAN FIGURE 38: PERMANENT BRACING IN THE PLANE OF THE NE55 FOR PARALLEL CHORD TRUSSES 45" 11 45" PERMANENT WEB DIA60NA I CROSS BRACING BRACE F16URE 34, PERMANENT BRAGIN& IN THE PLANE OF THE XM5 a: EDGE STRIP DEFINED AS THE LESSER OF 10% OF LEAST HORIZONTAL DIMEN510N OF BUILDIN& OR 40% OF HEIGHT H BUT NOT LE55 THAN 4% OF LEAST HORIZONTAL DIMENSION OF BUILDING AND AT LEAST 3 FT-- — -----r � , I a . , s 4 I I-------- — — — — — — — — I I O I 1 ROOF ZONE PRESSURES: I----------------� I I ZONE 1= 43.0 ZONE 2 d 3= 74A NSF. A I I NOTE: SEE DIAPHRA6M 2 SCHEDULE FOR ROOF i ZONE NAILING 1-- -- REQUIREMENT5. ROOF ZONE DIAGRAM v(2)TO-1 revisions no. date designed PAR drawn PAR checked 55 date 5/I/20 scale 1/4" = I'-O" U.N.O. job no. 20-0004 . HE QUA QUANTUM ENGINEERING ASSOCIATES INC. SAuclu &E.gineenng & Cast Segregation 6415 LAKE WORTH ROAD SUITE 105 GREENACRES, FLORIDA 33463 Shawn M. Stambaugh, PE FL. UC. 61850 — C.A. 26210 U Z W a 0 C) Ir '^ O M W Of Q LL ry _ wz Zo U ww Z >U aJ _W o17) project EJ J U J z ui W U L n_ O ry u W — (n 17 Z z E ~ LL _ � Q W 01 � d Z u Ln L!1 drawing ROOF BRACING PLAN sheet S-4