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HomeMy WebLinkAboutBUILDING PLANSr GENERAL NOTES FOUNDATION NOTES I. TYPE OF CONSTRUCTION: GLASS V, UNPROTECTED, GROUP R9 OCCUPANCY PER FLORIDA BUILDING CODE. I. FLOOR 5LA8 TO DE 4" THICK POURED CONCRETE SLAB WITH b" X 6" X WIAXWIA (OR EQUAL) ON GLEAN WELL GOMPAGTED FILL PRE TREATED W.W.M. ON b MIL VISOEEN FOR TERMITES. WWM SHALL BE LOGATED IN THE MIDDLE TO UPPER HALF OF THE SLAB 2. CONSTRUCTION SHALL FOLLOW THE FLORIDA BUILDING CODE A5 ADAPTED BY THE DEPTH AND MUST BE SUPPORTED AT 31-O" GIG EACH WAY WITH APPROVED MATERIALS. COUNTY AND ALL APPLICABLE AMENDMENT5. 3. BUILDER SHALL COORDINATE ALL THE WORK OF ALL TRADES. 2. ALL REINFORCING STEEL TO BE GRADE 60. 4. BUILDER SHALL REVIEW DRAHIN65 IN THEIR ENTIRETY BEFORE STARTING WORK. THE 3. COLUMN AND WALL LENTERLINE5 SHALL COINCIDE WITH FOOTING, GENTERLINE5 UNLE55 BUILDER SHALL AGGEPT FULL RESPONSABILITY FOR ANY ERRORS OR OMISSIONS NOT OTHERWISE NOTED' REPORTED IMMEDIATELY IN WRITING TO THE ARCHITECT. BAGKCHAR6E5 WILL NOT BE 4. FOOTING DESIGN BASED ON ASSUMED 501L BEARING CAPACITY OF 2500 P.5.F., ACCEPTED. DO NOT SCALE DRAWIN65. CONTRACTOR TO 54BMIT 501L BEARING TEST RESULTS OR SOIL BEARING CAPACITY 5. SUBMIT MINIMUM THREE (3) COPIES OF SHOP ORAWIN65 AS REQUIRED BELOW. REPORT BY A FLORIDA REGISTERED ENGINEER. 5. ALL SITE PREPARATIONS 4 DRAINAGE RECOMMENDATIONS MADE IN THE 517E b. THESE PLANS, A5 DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE SPECIFIC 6EOTEGHNIGAL REPORT MUST BE STRICTLY ADHERED TO. ENERGY REQUIREMENTS OF THE FB.G. CHAPTER 13 ENERGY EFFICIENCY. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING CODE IN ITS ENTIRETY AND BUILD 6. FILL PLACED WITHIN V-O" OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF IN AGGORDANGE WITH ALL PROVISIONS OF TH15 CODE WHICH MAY NOT BE GLEAN HELL GRADED SAND IN 12" LIFTS(MAX) AND VIBRATORY COMPACTED TO SPECIFICALLY ADDRESSED ON THE PLANS AND NOTES. ACHIEVE A MINIMUM OF 115% MODIFIED PROCTOR ASTM D I551-02. 1. BUILDER 15 RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL OR 1. AFTER STANDARD GLEANING AND GRUBBING, HAS BEEN COMPLETED AND APPROVED, NON-5TRUGTURAL MEMBERS DURING CONSTRUCTION. APPLY VIBRATORY COMPACTOR WITH A MINIMUM OF FOUR PA55M TO THE EXISTING b. CABINET SUPPLIER TO PROVIDE SHOP DRAWIN05 TO THE BUILDER. GROUND. q. WINDOW AND DOOR SUPPLIER TO PROVIDE SHOP DRAWING TO BUILDER b. SLABS SHALL NOT BE LOADED UNTIL 12 HOURS HAS ELAPSED. 10. ALL WINDOWS AND DOORS SHALL BE CAULKED AND HEATHER STRIPPED. WINDOW q. SPLICES SHALL BE 46 BAR DIAMETERS AV CONTINUOUS AROUND ALL CORNERS AND GHANGES IN DIRECTION. CORNER BARS SHALL BE 4b BAR DIAMETERS EACH. WAY. UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE FB.G. ENERGY CONSERVATION CODE. 10. ALL MONOLITHIC FOOTINGS HAVE BEEN CHECKED FOR THE USE OF TRANSFER 11. ALL GONSTRUCTION IN BROWARD AND DADE COUNTIES SHALL COMPLY WITH THE REINFORCEMENT AT THE PERIMETER. RATIONAL ANALY515 SHALL BE SUBMITTED, BUT ONLY IF REQUESTED BY THE BUILDIN6 OFFICIAL. HIGH VELOCITY HURRICANE ZONE (HVHZ) SECTIONS OF THE FB.G. 11. CONCRETE FOR FOUNDATIONS AND FOOTINGS SHALL BE 2500 P51 MIN. MAXIMUM WATER/GEMENT RATIO MUST NOT EXCEED 0.65. SITE PLAN NOTES BEAM SCHEDULE NOTES I. THE ARCHITECTURAL. SITE PLAN, IF PROVIDED IN THESE DOCUMENTS 15 FOR 6ENERA_ OF THE HOUSE, POOL, DRIVEWAY5 AND 5ITE FEATURES ONLY. THE S.C. OR HOOP5 AND 5TIRRUP5 SHALL BE PLACED AT EACH END (EE) OF BEAM OR LOCATION OWNER SHALL PROVIDE A PRELIMINARY LOT FIT PERFORMED BY A LIGENGED I. SCHEDULED THROUGHOUT (TD) BEAM AS INDICATED ON BEAM SCHEDULE. STIRRUPS SHALL BE TYPE SURVEYOR AT 50 PECENT COMPLETION OF PROJECT. THE SURVEYOR 15 RESPONSIBLE 5-b AND HOOP5 5HALL BE TYPE T-2 TYPICAL GR51 BAR BEN05 UNLESS OTHERK15E FOR VERIFYING BUILDING LOT FIT, LOT COVERAGE, EASEMENT LOCATIONS, SET BACKS, NOTED AND ALL SITE DIMENSIONS PRIOR TO PERMIT AND CONSTRUCTION. IF ANY CONFLICTS OCCUR BETWEEN THE ARCHITECTURAL SITE PLAN AND 5URVEYORS LAYOUT THE GENERAL 2. ALL BEAM (MARK "B") TOP BARS SHALL BE GONTINUUOU5 UNLE55 OTHERWISE NOTED CONTRACTOR AND ARCHITECT SHALL BE NOTIFIED IN WRITING PRIOR TO PERMITTING AND CONSTRUCTION. NO WORK SHALL BE PERFORMED UNTIL THE GENERAL CONTRACTOR 3. ALL TIE BEAMS (MARK "TB") REINFORCING SHALL BE CONTINUOUS THROUGH TIE- RE50LVE5 THESE CONFLICTS. BEAMS ONLY. ALL SPLICES TO BE A MINIMUM OF 4b BAR DIAMETERS. CONCRETE NOTES 4. BUNDLE ALL STRUCTURAL BEAM TOP BARS IN PAIRS OVER SUPPORTS WITH TOP BARS FROM ADJACENT BEAMS. (UNO). 1. GONGRETE SHALL GONFORM TO A5TM 0114-0-1, SHALL HAVE A MAXIMUM WATER/GEMENT 5. DROP BOTTOM OF TIE BEAMS A5 REQUIRED AT WINDOW 4 DOOR HEADS (26" MAX) RATIO OF Ob AND SHALL HAVE 5000 F51 COMPRESSIVE STRENGTH IN 26 DAYS ( ADD 245 BOTTOM IF DROP EXCEEDS W. UNLESS NOTED OTHERWISE) ALL GONGRETE WORK SHALL BE IN ACCORDANCE WITH ALI 3I6-06 AND AGI 501. ALL CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH b. TIE BEAM 5GHEAULE DEPTHS ARE MINIMUM AND MAY BE INCREASED b" TO FIT BLOCK ALI 530-08. WORK, 2. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: SLABS ON VAPOR 1 ALL ADDED LOOITUDINAL BEAM REINFORCING SHALL EXTEND b' MINIMUM INTO BARRIER - 3/4" BEAMS AND COLUMNS - 1 I/2" FORMED CONCRETE BELOW 6RAVE-2 SUPPORT UNLE55 OTHERWISE NOTED. UNFORMED CONCRETE BELOW 6RADE-3" b. REFER TO CONCRETE MOTES FOR INFORMATION ON CONCRETE AND STEEL 3. REINFORCING STEEL: GRADE 60 (FY=(g0.000) A5TM A615-04a. SPECIFICATIONS. 4. DETAIL OF GONGRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH "THE MANUAL q, ONE -QUARTER OF MAXIMUM BOTTOM REINFORCING STEEL AREA OF EITHER ADJACENT OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" AS PUBLISHED BEAM SHALL EXTENp THRU SUPPORT AND LAP WITH A GLASS "A" TENSION LAP SPLICE BY THE CONCRETE REINFORCING STEEL INST17UTE LNLE55 NOTED OTHERWISE. ON EITHER SIDE OF SUPPORT. 5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY 10. MARK ,G" IN REINFORCING COLUMN BETVEEN TWO BEAMS INDICATES THAT SUPPORT ALL LOADS DURING CONSTRUCTION. REINFORCING SHALL BE CONTINUOUS THRU THESE TWO BEAMS. b. CONCRETE BEAM SIZES MAY INCREASED (b" MAX) AS REQUIRED FOR ARCHITECTURAL DETAILS OR FIT BLOCK GOURSING, DROP BOTTOM OF TIE BEAM A5 REQUIRED AT WINDOW AND DOOR BEAMS (26" MAX) AND ADD 245 BARS BOTTOM IF DROP EXCEEDS b'. 1. DOWELS COLUMN AND WALL REINFORLIN6 TO FOOTING WITH SAME 51ZE AND NUMBER OF DOWEL5 A5 VERTICAL BARS ABOVE. &. REINFORLING STEEL SHALL BE LAPPED 46 BAR VIA. MIN. WHERE SPLICED AND SHALL BE WIRED TOGETHER. PROVIDE CORNER BARS SAME 51ZE AND NUMBER AS HORIZ. BEAM REINFORCING AT EACH FACE. LAP 46 BAR VIA. MIN. q. PLACING DRAWINGS ON BAR LISTS SHALL CONFORM TO ACIS "MANUAL OF STANDARD PRACTICE FOR VETAILIN6 REINFORCED CONCRETE CONSTRUCTION AS PUBLISHED BY THE (ONGRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. ABBREVIATIONS (OONTV) ELECTRICAL NOTES MASONRY NOTES PLAN NOTES 516N WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED b. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE "TIMBER CONSTRUCTION MANUAL' AS PUBLI5HED BY THE AMERIGAN INSTITUTE OF TIMBER IFY WITH F.p.4L. THE LOCATION OF SERVICE AND SHALL 1. GONTRAGTOR SHALL VERIF I. CONCRETE UNITS TO BE ASTMS C q0-Obb. ASTM GRADES NI OR NMI, PROVIDE PRECAST I. A PERMANENT FOR REINSFECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN CONSTRICTION. LOCATE METER 4 PANELS AS REQUIRED. LINTELS A5 NECESSARY. (f'm = I500 P5U SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRICAL PANEL. q. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. 2. ALL WIRE SHALL BE THHN COPPER, UNLE55 NOTED OTHERWISE, 2. MORTAR TYPE M PER AS 210-07. 2. PROVIDE 3" STEEL P05T OR BOLLARD OR TIRE BUMPER IN FRONT OF ALL EQUIPMENT PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER 3 WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE 3, CONCRETE FILL (WAG, EHW, WASHER/DRY% LOCATED IN THE GARAGE AT FLOOR LEVEL PER F.D.C.GEMENTITOUS MATERIALS AND THE WOOD A5 PER GODS. COFFER OF EQUAL AMPAGITY. A. CELLS LINTEL5 AND BOND EAM5 WHERE SPECIFIED SHALL BE FILLED W5000 PSI MECHANICAL CODE. 5. PROVIDE Ix2 P.T. FIRE5TOP HORIZONTAL 6 CEILING 4 WALL INTERSECTIONS OR b'-0" 10. BUILDER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING USED DURING ERECTION OF TRUSSES AND STRUCTURAL SLABS TO PREVENT 4. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED GABLE. PEA GRAVEL CONCRETE. O/G VERT. MAX. AND ALL OTHER LOCATIONS PER FB.G. SECTION 105. COLLAPSE OR DAMAGE. 5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO e. THE MIX DESIGN SHALL BE PFROVED BY THE ENGINEER. 4. ALL GLAZING WITHIN 24"(48" IN HVHZ) AND PARALLEL TO A DOOR SHALL BE II. HEADERS FOR FRAMED OPENINGS GREATER THAN 6'-0" MUST BE ENGINEERED AND CONSTRUCTION. G. ALL CONCRETE SHALL BE OF A FLUID CONSISTENCY WITH A SLUMP OF W-I I" MAX., WHICH TEMPERED. ALL WINDOW5 OR GLASS ENCLOSURES AT OR WITHIN 36" OF TUBS AND STAMPED BY THE TRUSS MANUFACTURER. UNLESS NOTED OTHERWISE) 6. VERIFY ALL GONDUGTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER MEANS THAT THE CONSISTENCY SHALL BE AS FLUID A5 POSSIBLE FOR POURING WITHOUT SHOWERS WITH SILLS LE55 THAN 60" ABOVE FLOOR SHALL BE TEMPERED, ALL 6LA55 IN SIDELIGHTS, SLIDING CLASS DOORS AND FRENCH DOOR5 SHALL BE TEMPERED. 12. ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (3) 2XI25 UNLESS SPECIPIGATIONS. SEGREGATION OF THE CONSTITUENT PARTS. OTHERWISE NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL 1. PROVIDE DISCONNECT 504ITGH OF 51ZE A5 REQUIRED BY LOAD AND UNITS. D. THE USE OF ADMIXTURES L NOT BE PERMITTED WITHOUT MITTEN CONSENT OF THE S. E6RE55 WINDOW5 SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS. THIGKNE55). EN51NEEK EGRESS WINDOWS SHALL HAVE A MINIMAL NET OPENING OF 24" HIGH, 20" WIDE, AND MIN. NET AREA OF 5.15.F. FOR 2nd FLOOR WINDOW5 AND 5.0 S.F. FOR Ist FLOOR WINDOWS. I"J. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE. NO. 2 OR BETTER AND SHALL b. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/G EQUIP. AND AT PUMPS NOT V151BLE FROM CIRCUIT BREAKER PANEL AND A5 PER MANUFACTURER. 4. IREINFORGIN5: THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR, LATCH THE SILL PROVIDE ALLOWABLE STRE55 VALUES OF 1200 PSI IN BENDING FOR A SINGLE MEMBER q0 PSI IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELASTICITY OF 1600 COMMENDATIONS. VERTICAL: AT 54" A.F.F. MAX. IN HVHZ AREAS WHERE THERE 15 MORE THAN A 4'-0" DROP, SHALL BE NO LE55 THAN 36" A.F.F. OR PROVIDE AN APPROVED SAFEGUARD. USES. K51 OR BETTER AS DETERMINED BY AN APPROVED LUMBER GRAMS AGENCY. q PROVIDE GFGI PROTECTION FOR ALL BATHROOM, GARAGE, EXTERIOR KITCHEN, A. ASTM A615-03. PER REIMF 1% SECTION (GRADE 60). 6. ALL BATHROOM FLOORS SHALL BE OF APPROVED IMPERVIOUS MATERIALS. 14. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 25 GAUGE GEE TYPE STUDS AT 24" 0/C WITH MATCHING TRACKS TOP AND BOTTOM, WITH 1/2" LAUNDRY AND NET BAR OUTLETS PER NEC 210b(A). A5 B. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL GORE, IT SHALL NOT 1. IN AREAS OTHER THAN HVHZ FIXED GLASS THIGKNE55 SHALL BE DETERMINED USING CHANNEL GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WITH V LONG BUGLE HEAD DRYWALL 10. ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND SELECTED BY OWNER. BE SLOPED MORE THAN ONE 1ORIZONTAL IN SIX VERTICAL ALIGNMENT, EVEN THOUGH IT 15 TABLE 2405.E 4 3A OF FB.C. A5 THE MINIMUM THICKNESS ALLOYED. 50REW5 AT 12" O/C MAX. IN AN ADJACENT CELL TO T14 VERTICAL WALL REINFORCING. b. IN HVHZ AREAS PROVIDE HURRICANE SHUTTERS AS PER F.B.C. SECTION 24-13 UNLESS 15. METAL LATH OVER SHEATHING SHALL BE 3/6" V�iROVE OR DIMPLED. CEILINGS AND I. PROVIDE PRE -WIRED TELEPHONE OUTLETS A5 SHOWN ON PLAN. G. VERTICAL REINFORCING 5 L SHALL HAVE A MINIMUM CLEARANCE OF ONE-HALF INCH THE EXTERIOR WALL COMPONENTS OF THE ENGLO5W BUILDING HAS SPECIFIC PRODUCT SOFFITS SHALL BE H16H RIB TYPE. FASTEN TO SUBSTATE AT 4" OlG A5 FOLLOWS; 12. PROVIDE PRE- WIRED T.V. OUTLETS FOR GABLE AS SHOWN ON PLANS. FROM THE MASONRY. APPROVAL TO PRESERVE THE ENLL05ED BUILDING ENVELOPE AGAINST IMPACT LOADS CONCRETE; 3/4" LONG STUB NAILS W/ 3/5" HEAD. HORIZONTAL AND VERTICAL WOOD AS SET FORTH IN CHAPTER 16. FRAMING MEMBERS W/ NAILS OR STAPLES TO PROVIDE AT LEAST 1-1/4" PENETRATION 15. DEDICATED GIRGUIT5 SHALL HAVE NO MORE THEN 6 DUPLEX RECEPTACLES. D. VERTICAL REINFORCING 91 &LL BE AS LOCATED ON THE PLAN AND AS INDICATED IN THE COLUMN SCHEDULE. q. PICKETS AT STAIRS, LANDIN65 4 BALCONIES SHALL BE SPADED TO PREVENT INTO HORIZONTAL WOOD FRAMING MEMBERS, AND 5/4" PENETRATION INTO VERTICAL WOOD FRAMING MEMBERS. ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS 14. ALL CLOSET LIGHTING SHALL COMPLY WITH NEC SEC, 410b. PASSAGE OF A 4" DIAMETER SPHERE. SHALL BE BENT OVER TO ENGAGE AT LEAST THREE STRANDS OF LATH, OR BE BENT E. VERTICAL REINFORCING EArH 51DE OF ANY OPENING, IF REQUIRED, SHALL BE OVER A RIB WHEN RIB LATH 15 INSTALLED. SHEATHING; 14 GAUGE STAPLES I" LEG, 7/16" 15. THE BRANCH GIRCUIT5 CONTAINING SMOKE DETEGTOR5 SHALL HAVE ARC -FAULT CONTINUOUS TO THE TIE BEAM, PRECAST LINTELS SHALL HAVE OPENINGS TO ALLOW 10. PROVIDE A MINIMUM OF 4" CLEAR ALL AROUND AIR HANDLER UNITS. CROWN METAL MTL. FRAMING: SELF TAPING 50REW5 #12 x 1/2" WASHER HEAD STAPLES PROTECTION PER NEC SEC. 210.12 SMOKE DETECTORS SHALL BE CONNECTED TO REINFORCING BARS TO CONTINUE UNINTERRUPTED. SHALL NOT BE USED FOR SOFFITS OR CEILINGS ARC, FAULT CIRCUITS AHEAD OF 5WITGH AND HAVE SELF CONTAINED BATTER BALK -UP. 11. IN ZERO LOT LINE HOMES: DRYER VENTS, EXHAUST FANS 4 KITCHEN 140005 SHALL NOT DETECTORS SHALL BE TANDEM WIRED 50 ALL DETECTORS SOUND SIMULTANEOUSLY. HORIZONTAL: VENT THROUGH THE SIDE WALL AND MUST MAINTAIN A 101-0" SETBACK. 16. WHERE CEMENT PLASTER 15 APPLIED TO LATH OVER FRAME CONSTRUCTION, BONDING OF THE PLASTER TO THE WATER BARRIER SHALL BE PREVENTED BY PROVIDING A DEL. 16. PREWIRE FOR GARAGE DOOR OPENER SENSOR. A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM LAYER OF WATER BARRIER OR BY INSTALLING A HOUSE WRAP BENEATH THE WATER SCHEDULE BARRIER. 1-1. PROVIDE ARC -FAULT CIRCUIT INTERRUPTOR PROTECTION IN DWELLING UNIT LIVING, e. HORIZONTAL JOINT REINFCJZrEMENT SHALL CONSIST OF AT LEAST 15ASE LADDER FRAMING NOTES 1'I. PNEUMATIC FASTENERS SYSTEM TO BE HILTI-COIL NAIL PROGRAM. TYPE TO BE CRF DINING, FAMILY ROOMS, DENS/ LIBRARIES, BEDOOOM5, SUNROOMS, CLOSETS, HALLWAYS OR SIM. ROOMS PER NEC, 210-12 (B). TYPE REINFORGEMENT SPACEP NOT MORE THEN 16" O/C VERT. REINFORCEMENT SHALL 1126 1-1/2" LONG AND .120" DIAMETER U.N.O. AL50 BE PROVIDED AT THE VOTTOM AND TOP OF ALL OPENIN65 AND EXTEND NOT LE55 OPENING. PROVIDE 6" MIN EMBEDMENT INTO CONCRETE COLUMNS I THE �5 � FLOOR SYSTEM LAYOUT SHOWN ON THIS 5HEET 15 SCHEMATIC IN 16. WHEN WOOD P05TS ARE NOT IN A FIRERATED WALL, FIRE RATE F05T AS FOLLOWS: a SMOKE DETECTORS REQUIRED ON ALL HVAG UNITS WITH 2001 GFM OR MORE. THEN 24' BEYOND THE AND BEAMS AND FULL DEPTH LAPS AT ALL MASONRY "L' AND "T' INTERSECTIONS. NATURE. HOWEYER, THE 5UPPORTIN6, SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION TNAT THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRU55 WRAP POST ON ALL SIDES FROM BASE OF POST TO UNDERSIDE OF BEARING WITH (1) CEILING AREA NO V. SMOKE DETECTORS SHALL NOT BE CLOSER THAN 3 FT. FROM LAYER OF 5/b" TYPE "X" GYPSUM WALL BOARD. THIS WILL PROVIDE A ONE HOUR RATING THE DOOR TO BATHROOMS, WASHERAbRYERS, A/G SUPPLY AND RETURNS 4 KITCHENS. 5 GENERAL:GENERAL: AND FLOOR SYSTEM DESIGNERS LAYOUT. FOR THE POST. SMOKE DETECTOR5 MAY BE WITHIN 20 FT. OF A COOKING APPLIANCE IF THEY ARE OF A. STRUCTURAL DE516N 15 IN AGGORDANGE WITH A.G.I. 530-Ob/ A.S.G.E. 5-Ob/T.M.5. 2. THIS FRAMING SCHEME (DIRECTION OF TRUSSES AND SLABS, MAJOR G.T. BEARING 11TRUSS MANUFACTURER SHALL DESIGN TRUSSE'S TO COMPLY WITH ALL 9JFERIMP05ED THE PHOTOELECTRIC TYPE. 402-0b, BUILDING CODE RE(JUIREMENT5 FOR MASONRY STRUCTURES AND THE POINTS, ETC) CAN BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME PROFESSIONAL OF REGORD WHO MUST REVIEW FRDF05ED CHANGES AND AUTHORIZE PER F2010. WIND LOADSF.B.C. 20. CARBON MONOXIDE ALARM O'NA ROOM USED FOR BE INSTALLED WITHIN ILDING COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. STRUCTURAL REVISIONS AGCORDIN6LY. SLEEPING PURPOSES WHEN THE BUILDING HAS A FOSSIL BURNING HEATER OR APPLIANCE, UI FIREPLACE, OR AN ATTACHED GARAGE. PRIMARY POWER SHALL COME B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.G.I. 530.1-08/AS.GE. b-Ob/T.M.5. 3. FINAL SIGNEDoT AND SEALED EN AND FLOOR SYSTEM DESIGN MUST BE MECHANICAL NOTES FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED BY THE LOCAL POKER 602-Ob, SPECIFICATIONS FOUR MA50NRY STRUCTURE5 AND THE COMMENTARY ON SUBMITTED TO THIS OFFICE FOR REVIEW. TRU55 AND FLOOR SYSTEM DE516NER5 MUST EVIEN. T U55 A UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. SPECIFICATIONS FOR MA50NiRY STRUCTURES. PROVIDE ALL TRUSS CONNECTIONS AS PART OF THE DESIGN. I. ALL HEATING, AIR CONDITIONING, REFRIGERATION AND VENTILATION EQUIPMENT SHALL IF USED, A COMBINATION SMOKE/ CARBON MONOXIDE ALARM SHALL BE LISTED OR G. IN HVHZ AREAS THE BUILDER SHALL EMPLOY A SPECIAL INSPECTOR APPROVED BY THE BUILDING, OFFICAL TO ENSURE COMPLIANCE WITH THE APPROVED STRUCTURAL PLANS IN 4. TRU55 AND FLOOR SYSTEM MANIPAGTURER SHALL SUBMIT THREE (3) COPIES OF SHOP CONFORM TO THE REQUIREMENTS SET FORTH IN THE 'FLORIDA BUILDING CODE MECHANICAL" AND FLORIDA BUILDING CODE ENERGY CONSERVATION. LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. L ACCORDANCE WITH SECTION 2122.2.4 F.B.G. DRAWINGS AND ENGINEERING CALGULATIONS 516NED AND SEALED BY A FLORIDA REGISTERED ENGINEER, OF THEIR DESIGN FOR REVIEW INCLUDING TWO (2) COPIES FOR 2. A 4" CLEARANCE 15 TO BE MAINTAINED AROUND ALL AIR HANDLING UNITS. ARE REQUIRED IN TALL S FI UNITS IN ALL AREAS 22• TAMPER RESISTANT RFOR 125 VOLT, SPECIFIED IN NEC, 210.52 FOR 125 VOLT, 15 4 20A RECEPTACLES PER NEC, 406.11 6. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALI6M,IENT ARCHIT5GT/ ENGINEERS REVIEW PRIOR TO FABRICATION. REVIEW OF SHOP DRAWINC75 15 SUFFIGIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL. A COURTESY 13Y THE ARCHITECT/ ENGINEER AND IN NO WAY RELIEVES THE 3. PROVIDE FIRE DAMPERS AT SUPPLY AND RETURNS WHICH PASS THROUGH RATED 25. INTERSYSTEM BONDING TERMINATION FOR CONNECTING INTERSYSTEM BONDING AND MANUFACTURER OF HIS RESPONSIBILITY TD PROVIDE A LAYOUT THAT FULLY ASSEMBLIES IF ANY. GROUNDING TORS SHALL BE PROVIDED FOR TV, COMMUNICATIONS, RADIO, 1. GLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT INTEGRATES WITH THE ARCHITECT/ ENSINNER5 5U'ER5TRUGTURE. IF THERE 15 ANY E CAN, ETC. PERR NEC,NC, 250.g4. EACH LIFT OVER 41-O" HIGH. CLEANOUTS SHALL BE SEALED AFTER GLEANING AND CONFLICT OR ADDITIONAL STRUCTURE NEEDED, THE TRUSS AND FLOOR SYSTEM 4. ALL SHELLING ROOMS MUST HAVE HVAG RETURNS. RETURNS MAY BE DUCTED, INSFEGTION, AND BEFORE 614OUTIN6. COMPANY SHALL NOTIFY THE ARCHITECT/ ENGINEER IN WRITING OF THE 5PWIFIG JUMPERS OR TRANSFER GRILLES. STEEL NOTES AREAS OF CONCERN. ATTIC, AHU AND MISG. EQUIPMENT. S. A/C, UNITS MAY HAVE GONG. PAD OTHER APPROVED MATERIAL EXTENDING AT V. ADJOINING 6PAC�F. CONCEALED FASTENERS OR ATTACHMENTS 5. TRUSSES TO BE DESIGNED TO CARRY LOADS OF ADJOINING GRADE OR SHALL BE SUSPSP ENDED A MIN. OF 6" ABV. OFTHE COORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON PADS SHALL BE A MINIMUM 4'-0"xq'-O" PAD FOR DOUBLE UNIT. ARE THE RESPONSIBIILIITTYY 1. STRUCTURAL STEEL SHALL CONFORM TO THE AI5G "SPEGIFIGATION FOR THE DESIGN, TRU55 DRAWINS5.THE BUILDER SHALL BE RESPONSIBLE FOR THE COMPLETE GOORDINATION BETWEEN THE TRU55 DE516N AND AIR CONDITIONING DESIGN CONTRACTOR OF RECORD OF STRUCTURAL STEEL FOR BUILDINGS" . MATERIALS SHALL FABRICATION AND EREGTIHE AONN To aq2 �a AS � BULAR �-OS IBOLTS - PLUMBING NOTES. OCONFORM THER SHAPES - A36-05, NATE5 507-AG, 6. NEIREMENTS. 6. NEITHER ARUMITEGT NOR ENGINEER ACCEPTS ANY RESPONSIBILITY FOR STRUCTURAL B (46 K5U BEAMS, GOLUIN%, AND FOOTINGS UNTIL REVIEW OF APPROVED TRU55 AND FLOOR I. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN AGGORDANGE WITH SECTION 4195, CODES USED: THESE PLANS AND ALL PROPOSED WORK 2. HELDED CONSTRUCTION SHALL CONFORM TO THE AMERIGAN WELDING SOCIETY SYSTEM DRAWINGS, SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER. F.B.C. TABLE 604.3, FBA. "5TRUGURAL WELDING CODd". ELECTRODES FOR FIELD AND SHOP WELD5 SHALL BE AA5. A5.1 E70XX. 1. ALL INTERIOR LOAD BEARING PARTITIONS TO BE GONSTRUGTED WITH CLIPS, TOP AND 2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF 3. 0I5P051TION OF RAIN WATER SHALL COMPLY WITH F.B.C. PLUMBING CODE CHAPTER 11. ARE SUBJECT TO ANY CORRECTIOiIS ' BOTTOM EACH STUD. (GONT'D) 4 ALL PLUMBING PENETRATIONS MUST BE A MINIMUM 1O'-O" FROM ROOF JACKS. ?naa THAT K PROPOSED SINGLE FAMILY RESIDENCE FOR: LOT 783 RESIDENCE M.G. MEDICINE CABINET 5M5 SHEET METAL SGREH5 ABV ABOVE EXT. EXTERIOR M.R.H. MEAN ROOF HE16HT ST. STIRRUPS AFF ABOVE FIN15HED FLOOR F.B.G. FLORIDA BUILDING CODE M.T. METAL THRESHOLD 57L. STEEL AHHU AIR HANDLER UNIT F.R. FIRE RATED MAX. MAXIMUM 5W SWITCH B.F. BI FOLD FIR FRENCH DOOR MFR MA�ACTURER SHOT. SHEARWALL OVERTURNING FORGE B.P. BI PA55 FIN. FINISHED MICRO, MICROWAVE TEMP. TEMPERED ELK. BLOCK FL. FLOOR MIN. MINIMUM T.B. THROUGH BOLT BILK. BELOW 5.T. 61RDER TRUSS M.O. MASONRY OPENING T.O. THROUGH OUT BRS. BEARING GA. GAUGE MONO. MONOLITHIC T.O.BB. TOP OF MASONRY BOND BEAM BTM. BOTTOM GOLD. GALVANIZED MTL METAL TD.PL. TOP OF WOOD PLATE GL6. CEILING 6FI GROUND FAULT INTERRUPT O.H.D. OVER HEAD DOOR T.O.TB. TOP OF TIE BEAM GMU CONCRETE MASONRY UNITS CL. GLASS O/G ON CENTER TYP. TYPICAL COL. COLUMN 6WB GYPSUM WALLBOARD P.L.F. POUNDS PER LINEAR FOOT T U.N.O. UNLESS NOTED OTHERAISE GONG. CONCRETE GYP. BD. GYPSUM WALLBOARD P.S.F. POUNDS PER SQUARE FOOT ILL AT U Rl1¢ITERS LABORATORIES GSMT. CASEMENT H&T. HEIGHT F.S.I. POUNDS PER SQUARE INCH V.I.F. VERIFY IN FIELD OBL. DOUBLE HP5. HOOPS P.T. PRESSURE TREATED WA. WEDGE AWHOR5 VIA. D15P. DIAMETER DISPOSAL HR H5 HOUR HORIZONTAL SLIDING PAWN. PARTI7TON H1 WG WITH WATER CLOSET DP DE516N PRESSURE HVHZ HIGH VELOCITY HURRICANE ZONE PKT. POCKET WOOD DR. DOOR INS. INSULATION PLYWD. RO PLYWOOD' ROUGH OPENING DW DISH WASHER INT. INTERIOR S.G. SOLID (ORE E.E. EACH END L6. LONG S.6D. SLIDING 6L _% DOOR ELEC. ELECTRICAL LIN, LINEN SF 50UAPE FOOT ELEV. E.5. ELEVATION EACH 51DE LT. L.T. LIGHT LAUNDRY TUB SH 51NGLf< HUNG ELECTRICAL SYMBOLS LEGEND JACK ® FAN D © LOW VOLT. 220 V. RECEPTACLE TELEVISION SMOKE DETECTOR AT 12" A.F.F. 7 PREWIC �� � JUNCTION SMOKE ® DUPLEX RECEPTACLE/ ARC AT 12" A.F.F. m SINGLE RECEPTACLE THERM057AT BOX ® DETECTOR FAULT INTERRUPT DEDICATED REGEPTAGLE INTERCOM QQ PADDLE FAN /� (i) EXHAUST Q� DUPLEX RECEPTACLE Q SINGLE 5WITCHED AT 60" A.F.F. OO I U OR WO/ LIGHT LIB AT BASE DEDICATED FLOURE56ENT EXHAUST FAN DUPLEX REGEFTAGLE f SINGLE REGEPTAGLE ip SEGUiITY LIGHT FIXTURE F L /LIGHT COMBO AT b" ABV. COUNTER DEDICATED UNDERGOUNTER KEYPAD FLOURE5GENT SPEAKER ® 6F1 DUPLEX RECEPTACLE GROUND FAULT INTERRUPT DUPLEX RECEPTACLE- ARC, © DOOR CHIME �� LIGHT FIXTURE IN GL6. FAULT INTERRUPT ® 12" A.F.F. DUPLEX RECEPTACLE ABV. COUNTER DUPLEX RECEPTACLE p PUSS � INCANDESCENT LIGHT FIXTURE GL6. MUTED. � LV DOOR RELEASE Q� c AT b INTERRUPT BOTTOM II GROUND FAULT TOP RED. SWITCHED LIGHT ARC, FAULT INTERRUPT TELEPHONE OUTLET ANDESCENT FIXTURE WALL. MNTED. (y� VOLUME DUPLEX RECEPTAGI.E 5WITGH ® AT 12" A.F.F. II ( CONTROL TOP RED. SWITCHED SINGLE POLE WHAT SWITCH T5 DUPLEX RECEPTACLE WATERPROOF P3 SW TELEPHONE OUTLET FLUSH IN FLOOR ® GL6. MOUNTED DISCONNECT GROUND FAULT INTERRUPT THREE WAY HI HAT gREA cY� ('� DUPLEX REGEPAIGLE SWITCH ® DEDICATED LINE ® VAPOR PROOF I® PANEL uc UNDER COUNTER 14 FOUR WAY DATA G.V. CENTRAL VACUUM (0 REGE�J�ED EYEBALL F.P.4L. METER 4 DIS'f. QUADRUPLEX �j SWITCH Y RECEPTACLE RECEPTACLE o DIMMER DUPLEX RECEPTACLE 5WITGH CARBON ® LOH _ TRAWORMER PK LIGHTS LIGHTS TS© FLUSH IN FLOOR KEYED NETTLES ISLAND ST. LUCIE COUNTY, FL PLAN I ELEVATION SYMBOLS LEGEND # DETAIL SCALE # DETAIL owc. SCALE # SECTION owc. SCALE # SECTION ow SCALE # NTERIOR ELEV. SCALE 1 4 owc. 2 INTERIOR ELEVATION 3 O# DOOR LABEL PIR WINDOW LABEL COLUMN LABEL FOOTING LABEL 5. CONDENSATE DRAINS MUST BE A MINIMUM OF 12" OFF THE BUILDING. 6. SHOWER COMPARTVENT5 AND WALLS ABOVE BATH TUBS WITH SHOWER HEADS SHALL BE FINISHED WITH A SMOOTH, NONAB50RBENT SURFACE TO A HEIGHT NOT LESS THEN 10 INGHE5 ABOVE THE DRAIN INLET. LOAD SCHEDULE LOCATION LIME DEAD PARTN TOTAL GROUND FLOOR 40 50 10 100 APPLIES TO SLAB SECOND FLOOR 40 IS 10 65 ROOF 30 25 0 55 WIND: ULTIMATE WIND SPEED = 165 m.ph NOMINAL WIND SPEED = 12b m.ph, R15K GATA60RY = 11 BUILDING DESIGN AS ENCLOSED EXPOSURE 0ATE60RY = D ROOF DEAD LOAD FOR WIND DE516N TAKEN AT 10 ps.f. NOTE: THIS 5TRU6TURE 15 DESIGNED IN ACCORDANCE WITH CHAPTER I6 OF THE FLORIDA BUILDING CODE AND ASGE. DE516N PRESSURES FOR EXTERIOR DOORS AND WINDOWS ARE NOTED ON THE DOOR AND WINDOW 5HEDULE5. WINDOW AND DOOR MANUFACTURERS SHALL MULTIPLY THE GIVEN DESIGN PRESSURES BY THE APPROPRIATE FACTORS TO OBTAIN TE57 PRESSURES. ❑# SHEARWALL LABEL S-# BEAM LABEL 000# MAX. TRUSS CONNECTOR TG-O LABEL 2�44 a SCALE: 11I7�7 REV15ION NORTH ARROW BREAK LINE GRAPHIC SCALE BLEV O'-0" FIN. FL. SLAB - FLORIDA BUILDING GODS 2010 REQUIRED BY I9ELO INSPEC - NEC, 2006 MAY BE NEC E"*y 0 OPIDER TO of - A5.0E-1-10 CCMP{,Y wIN A" APPUCA53 Cam i DRAWING INDEX HAS BEEN ANIDSTRUCTURE REVIEWED FOR COMPLIANCE OFD FBC 1606.1.4 FOR ONE OF THE FOLLOWiNG7, G-1 COVER SHEET INTERNAL WIND PRESSURE 5-1 51TE PLAN WINDBORNE DEBRIS PROTECTION A-1 FOUNDATION PLAN 4 LONER FRAMING PLAN IMPACT RESISTANCE GLAZING L/W) A-2 FLOOR PLAN (lot. A-3 ELEVATIONS A-4 SECTIONS A-5 ROOF FRAMING PLAN A-6 A-1 ROOF BRACING FLAN ELECTRICAL PLA �pwu1p I q64-1)qq3 GROUT FILLED CELL SEE FOUNDATION PLAN POURED CONCRETE COLUMN NON-BEARIN6 FRAME CONSTRUCTION BEARING FRAME CONSTRUCTION FRAME CONSTRUCTION ABOVE OR BELOW BEAM HE16HT CHANGE FLOOR ELEVATION ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR CO CE REVIEWED BY DATE ot- PLANS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE DROPPED SOFFIT HEIGHT AS NOTED �U Z - Z IJ1L PLANR ELEV. SEE THE DE516N PROFE55IONAL A55UME5 NO LIABILITY FOR IMPROPER 5LOPE5, ORADE5 OR MEASUREMENTS. ALL FIOURE5 TO BE VERIFIZ-D BY A LICEN5ED GENERAL CONTRACTOR IN THE FIELD BEFORE THE5E FLaAN5 CONFORM TO FBG - 2010 *Oe7n Aft revisionsasor goo' no. date designed PAR drawn PAR Checked PNUPAR date 4/17/14 sco l e 114" or I'-0" N.N.OJ job no. 14-00B.RIC 0 W J LL Ur Q m LLl Z 0 LJ ry wwz 00 c) 0 -I ~pw�w } ^W W J Z (n (n 00 project J > �t d U �000 44O Ua w Mlyj� it, pU=N UU wJ 00 UO Ld JW 00LL00 wZ 3W3FFJ03W J_ J �QWmJ�a� ELZ I�ANNrs �W _ a U CO0) 0 " W n YE drawing COVER SHEET p N sheet C-1 APR 252014 of 1 PROVIDE 1/2" EXPANSION JOINT MATERIAL SEE PLAN FOR ACTUAL NO. DIM OF RISERS AND TREAO5 ILA?7 NT.. T1'P..lTxW2.q WWMONT. EBAR ARS ALKAY5. SPACE OTHERS EQUALLY F5OTYP. EXT. CONC. STAIR DETAIL 1-45 DIA CONTIN 3" MIN CLEAR 1-'4' i-4" GONG. STAB 145 VERT. 0 4b' O/C vvsvER5E- 4R5 ONLY A5 'OD. SEE i SEE FOOTING SCHEDULE SEE SGHED . EDGE BARS ALWAY5 T REMIAN. SPACE OTHERS EQUALLY F2 CONT. ISOLATED SPREAD @ CRAWL SPACE 5 CONT. MIN. GLR �4° CONC. SLAH BARS ONLY AS REOD. SEE .r- SCHEDULE GONT.REBAR EEG.. EQ. SEE FOOTING SCHEDULE SEE 50HED. ED6E BARS ALWAYS REMIAN SPACE OTHERS EQUALLY F6 CONT. ISOLATED SPREAD @ CARPORT #5 DIA REBAR o 46' 0/6 VERT. b"xb" GONG GAP W/I - #5 DIA VERT. WIRE r� I-#7 GONT. BARS ONLY A5 r REW. SEE EQ. EQ. CONT.REBAR SEE FOOTING 5C.HIDULE SEE HED. EDGE BARS ALWAY5 REMIAN. SPACE OTTERS EQUALLY F1 CONT. ISOLATED SPREAD MASONRY WALL MATCHING DOAELS 48 BAR DIA. MIN. W/5TD. NOOKS 4" Ca%rr. SLAB WIRE MESH - I45 ICON?. 3' MIN. GLR. �- S BARS ONLY AYJ READ. SEE CONT.REBAR EQ. Ea. SEE FOOTING SCHEDULE r� r� E76E BARS ALWAY5 REMIAN. SPACE OTHERS EQUALLY F3 CONT. ISOLATED SPREAD #5 DIA REBAR 0 4A" O/C VERT. #4 '[OP REINF 0 12` O.C. EXTENDED PRE INTO MAIN SLAB i" MIN. p IDE #3 TEMP BARS 0 12" O.G. •LIRE MESH CONT. I MIV IL.I�w• Q BARS ONLY A4 .. READ. SEE j; _ EQ, EQ. CONT.REBAR SEE FOOTING SCHE E � SEE EDGE BARS ALWAYS �--sr REMIAN. SPACE OTHERS EQUALLY F4 CONT. ISOLATED SPREAD MESHY .—._. 1-#5 CONT. 3" MIN. COVER 10" 9 THICKENED EDGE 21'-10" 1'-II" I. 21-3" I. 5'-4" 51-0" —----- ----- ---- rp O ©O O -- a G2 I— — — — — — — — — — — — — --- At \ b, o I \ \ G \ \ �\ TO iv 6 ARJ;ZY ALL ELL5 DOWN FILLED \ FI\ \ FOOTIN6TYP. I I \ b r W ig aG2 I \\ \\ I o ° G2 1 THIS FIN15H FLOOR \ \ 0 \ 1I ELEVATION 15 AT OR \ 1 ABOVE BASE FLOOD 4" GONG STAB / \ F ELEVATION HEIGHT. 0 FIN FLR \ ° 11 1 SEE ELEVATIONS. SEE ELEV19 11 1 VERIFY ALL 5LA6 HTS �� Q s, 1` BEFORE CONSTRUCTION 4" THICK 2500 P51 (MIN) POURED CONCRETE SLAB (OR + \ G © 1 y EQUAL) OVER bxbxl0/10 WW.M. OVER APPROVED \ I VAPOR BARRIER AND HELL COMPACTED (TO q5 %) \ G2 GLEAN AND TERMITE TREATED SAND FILL. \ \ \ FI F3 2 G2 ALL CONCRETE BLOCK TYPES SHALL BE \ \ \ © INSTALLED AS NOTED. \ b, 6C. SHALL VERIFY ALL HEI&HT5 F2 \ s \ \ \ BEFORE CONSTRUCTION N ® 64- .. \ F3 / \ G3 k /�• G2 0© FI I LO \ G2 / G2 I G2 G2 P6 G2 \ FOUNDATION PLAN ,;(,ALE: 1/4' = 1'-O' COLUMN SCHEDULE MARK SIZE TYPE DESCRIPTION bxb CONIC. BLK. W/I FULLY 6ROU W CELL W/1-05 VERT EA. CELL C-1 CELL ® b'-ON O/C OR AS LOCATED ON PLAN 15xl6 CONIC. BLK W/2 FULLY 6ROW ED CELLS W/145 VERT EA. CELL C-2 BLOCK bx12 RINKER T-32q OR EQUAL C-3 BLOCK CONC BLACK FULLY 6ROUTED W/245 DIA VERT. 6xlb CONIC. ELK. W/2 FULLY 6ROUTED CELLS W i-#b VERT. EA. CELL G-4 BLOCK 3" X 3" CLEAR L NOB57RZTW OPENING p SEE PLAN FOR BAR SIZE AND 5PAGIN6 OF 3000 PSI 6ROUT FILLED CELL. PROVIDE CLEANOUT AT BOTTOM TO ENSURE PROPER FILL. ADD WEEP HOLES AT 1/3 AND 213 OF SPAN HOOK REINF. BAR 12" AT TOP AND BOTTOM b' x b" x Ib" CONCRETE MASONRY UNITS W/ TYPE 'M" MORTAR 4" CONCRETE SLAB W/ bxb #10/10 HELDED WIRE MESH ON GLEAN COMPACTED FILL FOUNDATION VAPOR BARRIER TYP. GROUT FILLED MASONRY CELL DETAIL 6.G. TO VERIFY ALL FOUNDATION DINEN510N5 AND FIN15H FLOOR HEIGHT WITH SURVEY INFO BEFORE CONSTRUCTION NOTE: 6C. To VERIFY SOIL BEARIN6 CAPACITY FOR FOOTING TYPES SPECIFIED WITH A CEO -TECHNICAL REPORT FROM A FLOIRDA LICENSED 6EOTECHNICAL ENGINEER BEFORE CONSTRUCTION NOTE: G.G. TO VERIFY ELEVATIONS WITH SURVEY AND ADJUST AGGORDIN6LY IF NECESSARY BEFORE CONSTRUCTION. DO NOT EXCEED MAX BUILDIN6 HT. ALLOWED BY LOCAL CODE5. NOTE: WEATHERING AREA: NE61-1610LE TERMITE INFESTATION: VERY HEAVY PER FBI 301 NOTE TO BUILDER: MA5ON: EXACT MA50NRY OPENING SIZES ARE TO BE OBTAINED FROM BUILDER BEFORE CONSTRUCTION DUE TO VARYING MANUFACTURER M.O.'s. SEE FLOOR PLAN FOR WINDOW PLACEMENT AND LABELING. NOTE TO BUILDER: NOTE TO BUILDER: VERIFY ALL b"Xib" SMART -VENT or Ib"xlb" GMU HYDRO -VENT PER LAND DEV CODE SECTION G. TO BE NO HIGHER THAN (1) b" COURSE ABOVE SLAB 0 VENT LOCATION. (200 S.F) TYP. 6C. MAY VARY LOCATION TO AVOID FILLED DELLS MAIN NA �0 Ib"xlb" x OAS DIA CORNER BAR 0 24' O.G. VERT. TO FLOOR SLAB TYP. ALL ACUTE CORNERS 2, VTR JIL I I DIMENSIONS AND ANGLES SHOWN WITH STYE SURVEY VTR 3 JAL I 3' 0 3' 3' Dg� SINK I FyT u MAIN E �W PLUMBING RISER DIAGRAM FOOTING SCHEDULE MARK SIZE (WxD) REINFORCING DESCRIPTION DETAIL NO. F-1 Ib x 12 W/4 #5 CONT. (2 TOP 0 2 BTM) STEM WALL TYPE FI F-2 IB x 12 W/415 CONT. (2 TOP 0 2 BTM) STEM WALL o STEP F2 F-3 Ib x 12 W/4 #5 CONT. (2 TOP 0 2 BTM) STEM WALL 0 STEP F3 F-4 Ib x 12 HH4 #5 CONT. (2 TOP 0 2 BTM) STEM WALL TYPE m FRNT PORCH SLAB C F4 F-3 NO x 12 W/4 #5 CONY. (2 TOP ® 2 STM) STEM WALL TYPE F5 F-6 lb x 12 W/4 #5 CONT. (2 TOP 0 2 BTM) STEM WALL TYPE F6 TE-I 10' x DROP x CONT, 1 W/I#5 CONT. THICKENED EDGE 0 DROP TE-1 MAY 21 2014 PERMITTING St. Lucie County: PL T44E DE516N PROFE5510NAL A55UME5 NO LIABILITY FOR IMPROPER 5LOPE5, GRADES OR MEA5UREMENT5. ALL FIGURE5 TO BE VERIFIED BY A LICENSED GENERAL aONTRAGTOR IN THE FIELD BEFORE CON5TRUCTION. NE5E FLAN5 CONFORM TO FBG - 2010 revisions no. date REV #1 5/15/14 ADD HYDRO VENT5 de51ened PAR drawn PAR GheGiGed PPWAR date 4/17/14 scale 1/4' = I''-O" (UNO) job no. 14-006. RIC 0 O � ''nn V �p W Z W J v_� O U �- N w w Q HooJUO Cr) U— O W W ^W 0 J Z 1-- (A U) m W project J U �ODO 110 M tj < w tV) ZUC7�OQo- rn =F- ZNrrU cmo = UU�ww CD uo w-1 0Ow00 wZ 3w(�(303W J Z J ] J DQwm -IOpQ IL Z 3: N Is N EL w _ 00 U rn p " W �(L sheet � A-1 MAY 2 1 2014 of 7 4 01 revisions no. date OR HOOD STUDS 0 24" O/G O FIN15hED CEILING - 5EE TYP. WALL SECTION cow.:25 6AU6E METAL TRACKS TOP 4 BOTTOM 25 6AU6E CHANNEL SHAPED STUDS 24" O/C W/1 FULL LENGTH LAYER OF I/2" TYPE GYPSUM WALLBOARD APPLIED VERTICALLY 4 ATTACHED W7 In LONG BUGLE HEAD 5CREH5 TO EACH SIDE 0 12" O/G GONG. FLOOR SLAB eTYPICAL INTERIOR PARTITION SCALE: 3/4" = 1'-O" b"xb" FILLED CELLS SEE PLAN V OPENIN65 <= b'-O": PROVIDE b'Xb" MIN. BOND BEAM COURSE AND COLUMN W/ 1-N5 MID. OR SCHEDULE FOR I 8"Xb' MIN. FORMED REINF. `l. MASONRY GONG. SILL W/ 245 MASONRY MID. 1 OPENING MID. 6'-0': WALL PROVIDE b"Xb" MIN. PRO BREAK AWAY SIDE j"• BOND BEAM COURSE OF MASONRY ' W/ 2 x5 MID. OR COLUMN FOR r. - _ ' f b"X5" MIN. FORMED CONTINUOUS POUR GONG. SILL H/ 2-N5 { MID. PROVIDE b" MIN.-��� 1' I „. `-7 PROVIDE Wxb" PENETRATION EA. END 4 TIED TO I • 48 MAX. FILLED CELLS tW 1415 VERT. DOIAEL VERT, REINF. L y . I.. W STD. AGI HOOK EA. END 0 4'-0" FOUNDATION OR 1 0/C WHEN OPENING INTERMEDIATE .Ts EXCEEDS 4'-0" BEAM WIDE SILL REINF. AT MASONRY OPENINGS TYP. 5/4' = 1'-0' b" PRECAST 4 PRE5TRE55ED U-LIN7EL5 �+ TYPE GRAVITY BFe-OB BFt2-W BUS BFH-iB BF12-1B 'ca acit ' BF18-0B BF20-OB BF24.08 8M-03 BF32-OB WIB-,B WA-10 8F24-1B BF26-1B BF.02-1B q () (B) 2'-10' (34� PRECAST 3'-6' (42' PRECAST 23T12 2302 3156 4473 SM 7526 9004 10472 17936 11936 - 7 3108 3138 4473 3377 MR 46� 7526 6001 9004 73 55 t0472 8830 31M 4473 6031 7526 9004 10472 11936 4'-0' (48' PRECAST 2029 2325 249E 3487 4438 5410 M(C) 112M 2548 4473 B039 7526 90044149 104M p () 4'-8' (541 PRECAST 1651 ,787 ,913 2857 4898 EW— 2170 4027 OM7526 7526 9004 10472 (E) 5-4' (641 PRECAST 1184 1223 1301 1809 2317 2826 3336 1865 2689 5057 W96 5400 5424 (F) 5'-10' (70� PRECAST 972 1000 1059 1474 1BBB 2M4 2721 ,37 122 1459 2464 4144 5455 4437 5280 (G) 8'-6' (78' PRECAST 937 1255 2101 J263 2740 3358 3971 4685 1255 2101 3W 5250 7134 0905 61190 H () 7'-8' (90� PRECAST 767 IM9 1675 2355 1994 2439 2658 1029 1675 2810 3B39 55M 8513 BW7 J () 9'-4' (112� PRECAST 573 652 1049 1400 1210 1452 1754 'ME 786 1212 1818 KM 3469 4030 3127 N () ll'-4' 0381 PRECAST 445 598 W13� IBM 2355 1793 2075 598 935 1395 1854 2441 3155 4044 L () 12'-0' (144� PRECAST 414 545 864 1254 ISM2074 1570 1518 W5 864 1254 IN3 2211 2832 300 (M) IN-4' (160' PRECAST 382 427 728 1028 1331 16M 1224 1415 455 74B 1076 143E 1&55 2343 N ( ) 14'-0' (188 PRECAST 336 381 648 919 118D 1482 tOB7 1280 455 700 1003 If 1714 2153 666 (p) 15 a' (1841 PRESTRESSED N.R. NR Ni NR NR NR N4 NR 3410 420 05 1250 1 1855 1 2370 1 2580 b" PRECAST 4 PRESTRE55ED U-LINTEL5 C*mr,40m 2- T 9 I6 9F2B17 uTiR7L LENGTH TYPE BFB 1T fiF ,T 6120-1``Ta 4-1aT 6F32-,7 BUB 8F8 eF8-ZT 8F12-2T BF18-ZT 2T BF24- BFZB- -21 2'-10'(341 PRECAST 2rn 2rn 2878 2784 4101 39B1 5332 5190 65� 6407 7811 76M 9055 8857 2021 2021 F(A) 3'-8' (42� PRECAST 2165 2165 2289 2215 3260 3165 4237 4175 5219 5081 GM 8081 71921257 7036 7257 (C) 4'-0' (487 PRECAST 1978 1989 2532 3680 4532 5397 6245 936 1878 1925 2750 3583 4422 5254 6110 (D) 4'-6' (54� PREG�ST 1560 1762 2507 3257 4010 4757 5525 727 727 1560 1705 2435 3171 3813 4658 5406 (E) 5'-4' (84' PRECAST 1393' 1393 1484 1437 2110 2050 2741 2570 3375 =3 4010 3820 460 460 (F) 5'_1p•(70') PRECAST 1272� 1J5/ 1930 2505 3084 3865 4247 418 418 1272 1315 1875 2441 3070 3583 4157 (G) 8'-6' (78, PRECAST 1141• 120) 1731 1 Z7� 3280 3812 707 887 1141 1182 1684 2192 2703 1 3218 3732 (H) 7'-6' (90' PRECAST �" 912 1475 1914 2354 2rn 3240 591 657 990 1020 1466 1907 2351 1 2707 3245 (J) 9'-4' (1121 PRECAST SM 612 gm1269 1560 1 1852 2144 454 630 WI755 1192 15M 1910 2271 2834 (N) 11'-4' (136� PRECAST 56M 439 005 BB9 1104 1300 1515 3&i 5SB 588 535 9M 1295 1595 1806 2196 (L) 12'-0' (1441 PRECAST 6070 400 631 BIB 1001 1 1186 1372 494 631 486 313 1200 1514 1 1799 2088 (M) 13'-4' (1601 PRECAST 396 Sly Opp 882 10D4 1307 1637 1897 (N) 14'-0' (1881 PRECAST 4586 286 360 545 b78 on922 1254 1587 1B9B (p) 15'-4'(1841 PRESTRESSED On I SDI 9 N.R. 327 725 yip "0 791 ion1361 IBM *REDUCE VALUE BY 25R FOR GRADE 40 FIELD REBAR LEEPING ROOMS PROVIDE AN EGRESS FINDOW WITH A NET CLEAR OPENING F 5 S0. FT. FOR GROUND FLOORS, 7 SO. FT. FOR UPPER FLOORS. OPENINGS HALL NOT BE LESS THAN 24'H OR 20'W ILL NOT MORE THAN 44" ABOVE FLOOR. I I 21'-II I/2" I I (Di lHB (DJL-I 5H 23 SH 25 E6RES.i �i n 3 OMBTH' PKT M BEDRM 01.6. 3'O'Xb1b" BF 'PORCH �q'-4" GLC666///l �I777RRD�� NOTE TO S.C. TRIM OR MITRE PRECAST LINTELS AS NECESSARY 6.C. 710 VERIFY ALL FINAL EXTERIOR WALL LOCATIONS TO BE WITH IN APPROVED SETBACKS AT FORM BOARD SETUP TIME. IR 15 BDRM 2 GL6. BATH 2 10'-O" GL6. 1� LIVING VLTO GL6. FLOOR PLAN SCALE : 1/4' = P-O" ALL WINDOWS SHALL BE IMPACT KITCHR VLTD GL6. / METAL AN6LE- ATTACH TO TRUSS W/ R-30 INSULATION `�REk` AT 12" O.C.- PLYWOOD 1/2" DRYWALL 1 "1 L-DECOR. TRIM MOULDING A2eATTIC ACCESS SECTION SCALE 1-1/2" = I'-O" Y� ELECT PANEL ELECTRIC RM/\ ,AO c 2'-01/2" 4'Xq' 6OLFGART \ CARPORT 10'-0" GL6. LETTER TO INDICATE MICH LINTEL TO USE SEE GASTCRETE SCHEDULES PROVIDED LETTER TO INDICATE LINTEL SIZE. SEE BOND BEAM SCHEDULE PROVIDED FILL COLUMNS AND LINTEL SOLID W GROUT LO.BB. 7 #3 VERT. TIES ONLY AS REOD SEE LINTEL SCHEDULE HIGH STRENGTH PRECAST LINTEL WVREINFORCIN6 AS REOD. SEE LINTEL SCHEDULE COLUMNS BEYOND SEE FOUNDATION PLAN TYPICAL DETAIL LINTEL AT OPENING T. -- b"AW BOND BEAM (PER :1" � SCHEDULE) 4: b"xb" PRECAST 1. LINTEL. FILL COLUMNS AND LINTEL SOLID } : VV GROUT b"xb" FILLED 1,. CELLS H7 1#5 VERT. (TYP) © TYPICAL DETAIL A2 LINTEL ON COLUMN BEAM SCHEDULE MARK 512E REINFORCING 83 HOOFS OR STIRRUPS REMARKS TOP MID BTM BB -I b"xlb" 175 185 NOTE READ. 7YP MASONRY BOND SM CONTIN UNLE5 OTHERWISE N07W 2 COURSES FILLED L-I b"xlb" 1>e5 1>G NOAE REOD. CA5TCRETE H16H 5TREN6TH LINTEL (2) COURSES FILLED L.-2 b°xl4" 1✓5 IA5 NONE REOD. CASTCRETE HION STRB46TH DOOR ALL COLRSE5 FILLED L-3 bux2b" 165 NONE REOD. CASTCRETE H16H STREN5TH LINTEL ALL COURSES FILLED ALL WINDOWS AND DOORS ON TH15 RESIDENCE SHALL BE IMPACT RE515TANT NOTE: EN61NEERED UNIT MASONRY USED TO DE516N WALLS, BEAMS 4 COLUMNS INSTEAD OF PRESCRInVE CODE ATTIC VENT CALCULATIONS CEILING AREA RATIO TOTAL NET FREE VENTILATING AREA 1364 50. FT 1/750 1 q.Oq W. FT. OR USE 54.56' MIN OF 2" WIDE SOFFIT VENTING OR LW VENTILATED ALUMIN SOFFIT THRU-OUT CALCULATIONS FLOOR PLAN A/C TOTAL S.F. CARPORT FRONT PORCH EXTERIOR CLOSET TOTAL S.F. 1,100 S.F. blob S.F. BO S.F. 56 S.F. 32 S.F. 1�TbA S.F. THE DE516N PROFE55IONAL A55UME5 NO LIABILITY FOR IMPROPER 5LOPE5, 6RADE5 OR MEASUREMENT5, ALL FI61RE5 TO BE VERIFIED BY A LIGEN5ED GENERAL GONTRAGTOR IN THE FIELD BEFORE GON5TRUGTION. THE5E PLAN5 CONFORM TO F50 - 2010 designed PAR drawn PAR Checked Pk*PAR date 4/17/14 5001e 1/41=P-OnORO) job no. 14-0020.RIC 0 0f O L w W Z W �0� cnU(V n Q cnWz wwW O H CO JU0TZ W � W J� .. �i z0)0 Lij m project J U �03O 1O M W cr) d ?U0xaQELM =WZNRU N JW W W OJ JO W OD Z 3wz_2Is053c9 . C9 J U 0) J LLI jr D Q W m J CD Q CL Z N u) LL 2 � ar U rn a " W (L drawing FLOOR PLANS id � 6m�N sheet A-2 APR 2 5 2014 of 7 revisions no. Now 01 date REV #I 5/15/14 ADD HYDRO VENTS 380X 39"R.O. 281,X 51'14.0. DP -52A pP _52f1 + 45.8 + 111" 38"X 63"RO. pp -653 + 489 ALL EXTERIOR CEILI+ MATERIAL TO BE HY-RIB LATHE AND STUCCO FASTENERS AT 24" OIG., EITHER 1-5/4" MIN EMBEDMENt ROOFIN6 NAILS WITH 1/6" 5HA* AND 3/8" HEADS OR STAPLES WITH 1-5/4" MIN EMBEDMENT L S 1/16" (I6 SASE) EXT. PORCH CLG DE . #1 LEFT / REAR WALE: 1/4" = 1'-0" Ix3 P.T. BUCK SET IN SEALANT AND NAILED PV 1/2' CASE NARDENED COIL NAILS AT 12' O/C. MAX. GONG. OR MASONRY n / T fi — ° DRYWALL BOARD CAULKINI6 T ALUMALM FRAME FASTEN THRU BI.GK W 3/Ib"0 1/4' TAPCON 5GREW5 0 12, O/C PERIMETER GAULKIN6 SnJI CO FINISH HEAD DETAIL (WINDOW) 10'-0" T.OBB. 38"X 3O9 R.O. DP -653 +4bb 0'-0" o FLOOD HT BASE. ELEV.: 7.0' V.O.NA FIN PLR 0 CARPORT — 5.66' NAND. 5 4' NA.VD. 6R'ADE TION SEE EXT 61-6 PORCH DETAIL 514T A3 GONG. OR MASONRY DRYWALL BOARD 2x4 P.T. BUCK 5E7 IN SEALANT AND SECURED NV 3-I/4" x 1/4" (MINI 0 q° o .O o. TAPGONS AT b" G/G. ° o DOOR TRIM DOOR FRAME FASTEN TO BUCK X/ (2) #b 6ALV. x 2" 5CREW5 0 2'-O" O/C DOOR TRIM PERIMETER GAULKIN6 STUCCO FINISH HEAD/JAMB DETAIL (DOOR) 10 38"X 65" R.O. DF, -47b8 + 43.?9 W 12) 12 SEE TRUSS PLAN ALUMINIUM FRAME FASTEN THRU SLICK X/ 3/Ib x3 1/4" TAPCON SCREWS 0 12. O/G PERIMETER GAULKIN6 5NCCO FINISH CONC. OR MASONRY I0 P.T. BUCK SET IN SEALANT AND NAILED WI-1/2" CASE HARDEN COIL NAILS AT 12" O/G. MAX. DRYWALL BOARD GAULKIN6 JAMB DETAIL (WINDOW) DOOR THRE5HOLD SET IN BED OF CAULK $ FASTENED TO 51LL W/ #,5 x 1 1/2" 5CREW5 0 Ib" O/C PERIMETER GAULKIN6 FLOOR COVERING 0 0 GONG. FLOOR SLAB PERIMETER GAULKIN6 CONCRETE SLAB SILL DETAIL (DOOR) ALUMINUM FRAME SECURE FRAME TO SILL WITH SILICONE .06 PRECAST OR POURED 51LL PERIMETER CAULKING SILL DETAIL SYNTHETIC GEMENTITIOUS FIN15H OVER 5/6" THK DENSE SLA55 SOLD BIRD OVER TYVEK BLD6 WRAP OVER 19/32" EXT 5HEATHIN6 5EGURRED TO PRE ENGINEERED WOOD ROOF TRUSSES ouuumunuiim I ',.. li , nn LEFT / FRONT ELEVATION SCALE : 1/4" = 1'-0' ---- -- -- -- 22'-O"MAX. 5-V-CRIMP 6ALV MTL COACH L16HTINS — SELECTION BY 6.0. TEXnq ® FIELD RED SYN. STUCCO FIELD in \ ARPC ZT p Q RAISED SMOOTH SYN. 5TUGC0 BASE ALL AROUND O'-0" 0 FLOOD HT BASE. ELEV.: 70' NAND. FIN FLR 0 CARPORT 566' NA.V.D. 4" WIDE RAISED O 5.4' NAYD. GRADE 2 3 4' SMOOTH SYN. 5TU000 40"X 82" R.O. 54"X 63" RD. 54"X 63' R.O. 54"X 63 RA. BANDING ALL AROUND 34"X 62" R.O. DP -65.3 pp -653 DP -653 DP -65.5 DP -653 +48b +48.8 +46D +488 +46.8 RIGHT / FRONT ELEVATION SCALE: 1/4" = I'-O" THE DESIGN PROFE55IONAL A55UME5 NO LIABILITY FOR IMPROPER SLOPES, GRADES OR MEA5)REMENT5. ALL FI6URE5 TO BE VERIFIED BY A LICENSED GENERAL CONTRACTOR IN THE FIELD BEFORE CON5TRUCTION. THESE PLANS WNFORM TO FBG - 2010 designed PAR drawn PAR Ghersked PpwAR date 4/17/14 50a I e 1/4' = I'-O" (V.N.0) Jab no. 14-006. RIC O W LL ''nn V % Q pp LU Z c� O U N W ICY ^W U) J LLI U Z O O U) O LLI JZWW F-- Lu m project J_ U �00 '1O M 29U� V) 0<L01 =�ZN O 2 U U w w J U O WJW 0OWGDwZ 3 W () 5 0) w J Z J :) ' -1 X Q W m J 00 Q aZ NNN(LLL 2 d' F.' N U O W ^ I- f drawing ELEVATIONS " sheet � A-3 MAY 2 ? 2014 of 7 revisions no. date eRAIL DETAIL A4 COVER ALL CONDITIONS 1/4' THK 4"xl2" 5TL PLATE NELDED TO TOP LEFT AND TOP RIGHT SIDES OF 5TL ANGLE BOX. 5EGURE IAV(2)5/6" DIA) W.A. 0 8' O.G. INTO EACH PLATE. 4' MIN EMBED TYR. K THRU-0UT _= 1/4' THK x2"x2" STL ANGLE _= I HELPED INTO BOX SHAPE o _ ADD DIAC70NALS - I EACH SIDE PAINT ALL SURFACES FOR RUST ? N PREVENTION Q J LL I/4°THK STL CENTER RIB I/4" THK 5TL BASE BOLTED TO WALL (5/6' DIA) WA. 12" O.G. (3 MIN) SIZE OF BASE TO BE DETERMINED BY &C. (T A/C SUPPORT DETAIL 5-V-GRIMP 6ALV MTL ROOFIN6 OVER PEEL 4 STICK TOP RAIL WATER PROOFIN6 STICK ON SYSTEM OVER 19/32" EXT GRADE COX PLYWD. FASTEN ROOF PER MANUFACT. SPECIFICATIONS FOR 1'10 MPH WIND PER F.B.C. 2010 EDITION (SEE DIAPHRAGM SCHEDULE FOR NAILING PATTERN ON 19/52" EXT GRADE SHEATHING. I PRE-ENGINEERED ROOF TRUSSES AT 24" x WOOD OR PVC PIG SEE TRUSS BRACING PLAN FOR ANCHORAOE 6E LED TO REJECT A 4" DIA SCHEDULE AND DETAILS. SPHERE dS SEE EL_EV_AVON5 FROM MAIN FLOOR GONTIN. 6ALV. MTL DRIP OVER 2x6 WOOD BOTTOM RAIL ---,,,I 7 FASCIA ON TRUSSES. m USE VINYL COVERED FASCIA AND VINYL VENTILATED SOFFIT. YP GUARDRAIL DETAIL - TYP. TYPICAL BOND BEAM. REFER To A4 FLOOR PLAN FOR BEAM SCHEDULE. CORNER BARS MIN LAP 25' 5/6" 5TUCGO FINISH (2 GOATS) OVER 6" GONG. BLOCK W/ (1) sty BAR VERT. IN CONC. FILLED CELL A5 PER PLAN MIN LAP 30 DIAMETERS 57UCG0 STOP AS REQUIRED BY LOCAL BLD6 DEPARTMT AND PER — PT 2X2 MIN CONTIN BATTEN SEE FBN 2010 ENGINEERED W/3/I6" X I-I/4" EMBEDMT PLAN — ROOF TRU55 TAPGON5 0 24' O.G. FOR FIN FLOOR OF 6 CONCRETE LINTEL '- BEAM SCHEDULE 5EE WALL SECTION JAI NAILS 0.12 DIA, SHANK 5/6" VIA HEAD 1-1/2" LONG m 6" O.G. (WHITE) G71JAD PANEL ALUMNINYL VENTED SOFFIT "AMC' J-GHUMNEL Op155 THK ALUM Wn-NAIL o 12" O.G. TO CBS 4 16 6A 1/4" 55 57APLE VU l/6' MIN EMBEDMT o 24" O.G. TO PT 2X2 BATTEN. (MIN) YP SOFFIT ATTACHMENT DETAIL A4 OPTIONAL NOTE: ALL WALL AND OEILIN5 FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT GREATER THEN 200 AS PER W R 2010 NOTE: INSULATION MATERIAL5, INGLUDIN6 FACINGS, SUCH A5 VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR-GEILIN6 ASSEMBLIES, ROOF-GEILIN6 ASSEMBLIES, WALL ASSEMBLIES, GRAWL SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 200 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN AGGORDANG£ WITH ASTM E 64. NOTE: EXPOSED ATTIC INSULATION. ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER 5OUARE CENTIMETER. EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED ON THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WALLS SHALL COMPLY WITH SECTION R516 12 SEE ELEV R-30 BATT. INSULATION (SEE ENER6Y GALL) 5/6" GYPSUM BOARD APPLIED TO UNDERSIDE OF TRUSSES SEE FLOOR PLAN FOR VAULTED ARES STUCCO FIN15H ON IN51DE OF 6ARA6E TYP. NOTE: R102.3.1 MATERIALS. ALL 6YF%M BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM G 36, G lA, C 4-15, G 514, G 650, G 931, C 960, C 1002, C 1047, C 1IT7, G 1116, G 1216, G 1545 OR G 1596 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THI5 SECTION. ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C 557. 4' THICK CONG. 5LA13 W/ 1.4x1.4 W.H.M. AROUND PERIMETER OF BLD6. ON VAPOR BARRIOR OVER GLEAN, WELL COMPACTED TERMITE TREATED FILL. NOTE: R702.4.1 6ENERAL. CERAMIC TILE SURFACES SHALL BE INSTALLED IN ACCORDANCE WITH AN51 A106.1, A106.4, A106.5, A106b, A106.11, AII6.1, AII69, Al56.1 AND AI37.1. IZ702.4.2 CEMENT, FIBER-GEMENT AND 6LA55 MAT GYPSUM BACKERS. CEMENT, FIBER -DEMENT OR 6LA55 MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C 1266, C 1325 OR G 11T6 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND MALL PANELS IN SHOWER AREAS. USE FIBER CEMENT TYPICAL WHERE FIBER6LA-% PREFAB UNITS ARE NOT INSTALLED. eTYPICAL ONE STORY WALL SECTION A4 SCALE 3/4' = I'-0' THE DESIGN PROFE55IONAL A55UME5 NO LIABILITY FOR IMPROPER 5LOPE5, 6RADE5 OR MEASUREMENT5. ALL FIGURE5 TO BE Vt-RIFIED BY A LICENSED GENERAL CONTRACTOR IN THE FIELD BEFORE C ON5TRUCTION. designed PAR drawn PAR check,ed PN4PAR date 4/17/14 s c a l e 114' = P-O" (V.N.o) Job no. 14-000. RIC, Q 0 O L1_ rrnn V Of F- Ep W Z Jpa c U N w w Q M(/)WZ 00 JUp O V1 � :D n/ p W i Z (— U) W U) �- Op I■'�'I project J > �_ d U �000 0 m (U a w M .1 ?uUmoQELrn _ ZN ItU N JW w WOGOJO WJW 0WODLu 3 .0 F C)LS OD 0) W J J QQWm J°0Q� 2 d' X r U 0 " W D- f drawing SECTIONS & D ETT A IL$ { sheet A-4 APR 2 5 2014 SSE PLAN5 CONFORM TO FBG - 2010 of 7 I 0 BL ALSO BE P0517I0NED FLATWIZ BRID61N6 (ACT's AS BLOCKING) NOTE. NAIL PLYWOOD TO BLOCKING AS PER DIAPHRAGM SCHEDULE OR W/ IOd NAILS O 4" O/C. P BLOCKING DETAIL A5 N.T.S. 19/32" ROOF PLYWOOD. NAIL PER DIAPHRAGM SCHEDULE ENO. AND APPROVED WOOD TRUSSES SEE TYR WALL SECTION FOR ACTUAL HEEL AND OVERHANG CONDITIONS SEE TRU55 CONNECTOR SCHEDULE SELECT CONNECTOR SHOWN ON BRACING PLANS INSTALL PER. MFR. _ 5)S: PLAN T.O. WALL ' 1 4'-0" Cow. rE-BEAm OR Bow BEAM .60 CMU WALL eREFERENCE: FBC 2305.1.4 A5 CONNECTION DETAIL 14/32" ROOF PLYWOOD W/ IOd NAILS 0 4" O/C INTO 2x4 SP BLOCKING (FLATWISE) x CONT. EN6. AND APPROVED WOOD TRUSSES SEE TYP. WALL SECTION FOR ACTUAL HEEL AND OVERMANS CONDITIONS SEE TRU55 CONNECTOR 5GHEOULE SELECT CONNECTOR BASED ON BRACING PLANS IN5TA PER. MFR SPECIFICATIONS X-BRACE BETWEEN EVERY TM55 W/ 2x4 SP $ (2) I6d END NAILS, EA. END 2x4 P.T. BLOCKING (mHT TO EA. TRU55 SIMW/0.1458 d PA.F. x3" LE• 04" O/C x COW.. 0)16D NAIL SEr PLAN gf-� Too.. WALLS CONC. TIE -BEAM OR MASONRY BOND BEAM SEE BEAM SCHEDULE 2 A5 CONNECTION DETAIL SECTION CONT. 2xb P.T. BUCK FASTENED TO LINTELS W/ 1/4"x3" L6. TAPCONS 6 12' 0/C MAX. AND TO BLOCK OR CONS. �P}' YV HILTI DNI-62-Pb 0 6' 0/C MAX. 6 2X6 P.T. CRD55 BLOCK REQUIRED Y ONLY IF FREE EDGE DIMENSION EXCEEDS 24" SEE DIMENSION. NAIL TO BUCK AT EACH END W/ (4) 16d u _ u NAILS. IQ/32 PLYWOOD ARCH W1UTT 3 A5 CONNECTION DETAIL TRU55 BEAR5 ON BEAM SEE FRAMIN6 PLAN REINFORCE VERTICAL MEMBERS OF CABLE END TRUSS W/2x4 TEE -BRACE AT EA. VERT. NAIL WAbd NAILS 0 b" O/C eCONNECTION DETAIL A5 Z- A/32 EXTERIOR SHEATHIN6 YV PAPERBACKED A RIB METAL LATH 2X4 PT BLOCKS ALONG ARCH NAIL TO PLYWD. EACH END W/(3) IOd x 1-1/2' COIL NAILS 19/32" ROOF SHEATHING W/ IOd NAILS 0 4" 0/0 INTO BLOOKIN6 AND LOOKOUT CONT. FASCIA BOARD (SEE WALL SECTION) NAIL TO LOOKOUT W/ (5) I6d 0 5" 0/C 2x4 LOOKOUT FOR O.N. 0 Ib" O/C 2x4 BLOCKING ANCHORED TO LOOKOUT W/ (2) IOd TOENAILS E.E. 19/32"WALL SHEATHING NAIL PER SCHEDULE SEE TRU55 CONNECTOR SCHEDULE SELECT CONNECTOR SHOWN ON BRACING PLANS INSTALL PER. MFR. SPECIFICATIONS GABLE END FASTEN TO EA. TRU55 W 0)l6d NAILS TYPICAL SEE OTHER DETAILS FOR TRU55 CONNECTOR CONT. CONC. OR MASONRY BOND BEAM SEE BEAM SCHEDULE ROOF FRAMING PLAN SCALE: 1/4" = 1'-0" THE DE516N PROFE55IONAL A55UME5 NO LIABILITY FOR IMPROPER 5LOPE5, (5RADE5 OR MEA9UREMENT5. ALL FI6URE5 TO BE VERIFIED BY A LIOEN5ED GENERAL CONTRACTOR IN THE FIELD BEFORE CON5TRUCTION. THESE PLANS CONFORM TO FBC - 2010 designed drawn checked date Scale job no. PAR PAR PK PAR 4/17/14 I/4" = P-O" ON.0) 14-006 . RIC Q 0 ry O W J ILL }� Ur Q 0 m F�1 JOB cnUN ^W h--I Cr) � (n -J W Z Lu w h+�l 0 J Z — (n (n project BRACING NOTES: I. BRACIN5 SHOWN DOES NOT INCLUDE TEMPORARY BRACING REQUIRED FOR THE ERECTION AND IN57ALLA7ION OF TRUSSES PRIOR TO THE INSTALLATION OF PERMANENT CR055 BRACING AND NES LATERAL BRAGINO REWIREMENT5. TEMPORARY BRAGIN6 15 THE RESPONSIBILITY OF THE TRU55 INSTALLER AND 5HOULD REMAIN IN PLACE AS LONG A5 NECE55ARY FOR THE SAFE AND ACCEPTABLE INSTALLATION OF THE ROOF OR FLOOR. (REF: BC511-03). 2, PERMANENT N® LATERAL BRACING 15 TO BE INSTALLED AS SHOWN ON THE INDIVIDUAL TRU55 DRAWIN65 (WEB LATERAL BRACING 15 NOT SHOWN ON THIS SHEET). PERMANENT WEB LATERAL BRACIN 5715 TO BE RESTRAINED TO PREVENT LATERAL MOVEMENT BY SOLID ANGHORA6E TO END WALL5, OR BY PERMANENT DIACONAL BRACING MOT SHOW IN T7E PLANE OF THE NEB MEMBER AT INTERVALS ITT TO EXCEED 20 FEET ALONG CONTIN=6 kEB BRACE (REF: BC51 1-03). 3. PERMANENT OIA60MAL BRACIM6 A5 -940AN ON THi15 SHEET DOES NOT INCLUDE BRACING REQUIRED FOR CABLE END STUDS OR BOTTOM CHORD OF CABLE END AT WALL. REFER TO STANDARD CABLE END DETAIL FOR BRACING REQUIREMENT5. 4. ALL TOP CHORDS ARE A551)hED TO BE SHEATHED, AND ALL BOTTOM CHORDS BRACED BY A R16/0 CEILING SYSTEM. REFER TO INDIVIDUAL TR 136 ORANIN 65 FOR BRACING REQUIREMENT5 OF NON -SHEATHED TOP CHORDS AND UN..UPPORTEP BOTTOM CHORDS. 5. REFER TO TPI / NGTA BG51 1-03: COMMENTARY AND RECOMMOVAVON5 FOR HANDLING, INSTALLATION AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'; APPENDIX C, FOR RECOMMENDED SEQUENCE OF IN5TALLIN6 BRACING COWONEN75. 6. TTE STRUCTURAL ADEQUACY OF THE INDIVIDUAL TRUSS DE516N5 TO WITHSTAND 6RAVITY AND WIND LOADIN66 A5 HELL A5 61RVER CONNECTIONS AND LOADS ARE THE RESPONSIBILITY OF THE TRU55 DE516NER. AWH0RA6E OF THE TRUSSES AND 61RDER5 TO THE 5UPPORTIN6 5TRJCTURE TO NITHSTAND WIND UPLIFT IS THE RESPONSIBILITY OF THE PROXCT ENGINEER OR ARCHITECT. 7 THE BRACING FOR THE ROOF SYSTEM 15 DE516NE0 FOR BOTH POSITIVE 4 NEGATIVE PRESSURE AND hEET5 THE REQUIREMENTS OF 2010 FCC. BRACING LEGEND: PERMANENT 2x4 DIA60NAL BRACE RE57RAINT IN THE xPLANE OF THE NEAREST N0!6 MEMBER AT 20'-0" INTERVALS AT APPROXIMATELY 45 DESREE ANGLE. FASTEN TO TOP 4 BTM. CHORDS WITH 5-lbd TOENAILS AND TO LATERAL BRACE WITH (5) IOd NAILS EACH INTERSECTION. (REF: W51 I-03). HORIZONTAL 5RI061N6 WITH A MINI" 2x6 5TRON60ACK AT 6'-O" 0/6. FASTEN TO EACH TRU55 WITH 5-I0d NAILS AND ATTACH TO WALLS OR OTHER R16112 POINT AT EACH END (REF: 5C51 1-05). 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" O/C. FASTEN WITH 2-I0d NAILS IN EACH TRUSS. PROVIDE OVERLAP OF AT LEAST (2) TRUSSES (ROOF ONLY). ZONES 14 2 (5FE DIAPHRAGM SCHEDULE) ZONE 3 (SEE DIAPHRAGM SCHEDULE) BRACING DETAILS: 45" 5HEATHIN5 COMPRESSION WEB - 5LOPIN6 OR VERTICAL CONTINUOUS PERMANENT LATERAL BRACING (C1.B) PERMANENT DIACONAL BRAGS NAILED TO OAP. SIDE OF NE5 PREVENTS LATERAL MOVEMENT AND SHOULD BE REPEATED AT APPROX 20 FOOT INTERVALS CEILING FIOURE 36, PERMANENT DIA50NAL BgAGIN6 IN THE PLANE OF THE WEB MEMBERS PERMANENT CROSS BRAGIN5 F16URE 37. PERMANENT BRACING IN THE PLANE OF THE WEB5 FOR PITCHED TRU55E5 HORIZONTAL BRID61N6 WITH A MINIMUM 2x6 STRONSBACK (ONNEC'!ON TO EACH TRUSS WITH 3-IOd NAILS AND ATTACHED TO WALLS OR OTHER RI61D POINT AT EACH END (REF: 5G51 1-05). PROVIDE OVERLAP OF AT LEAST (3) TRUSSES (FLOORS ONLY). SEE PLAN Fi6LRE 38: PERMANENT BRAGI16 IN THE PLANE of= THE WEBS FOR PARALLEL CHORD TRUSSES 45" 11 45° FIRE 34: PERMANENT BRACING IN THE PLANE OF TTE NE55 o: E06E STRIP DEFINED A5 THE LESSER OF 1035 Z OF LEAST HORIZONTAL DIMENSION OF BUILDING OR 4035 OF HEIGHT H BUT NOT LE55 THAN 4S OF LEAST HORIZONTAL DIMENSION OF BUILDING AND �\ - - - - - - -AT LEA57 3 FT. a l O N3 ` ---------------- i I O i V' NOTE: SEE DIAPHRA6M Z SCHEDULE FOR ROOF i , — 2 ZONE NAILIN6 1-- --� REQUIREMENTS. ROOF ZONE DIAGRAM BRACE PERMANENT NEB DIA60NAL CR055 BRACINS GROUP OF WOOD TRUSSES 6NE5 MENDERS) LATERAL BRACE DIAPH M SCHEDULE DIAPHRAGM NAILING 014HRA&M ZONE I ZONE 2 ZONE 3 PANEL FRAMING BONDRIES E06E I INTER. EDGE INTER EDCE INTER LOCATION PANEL GRADE THICKNESS SPACING REMARKS APA RATED SHEATHING ROOF EXPOSURE 1 24" O/G IOd IOd IOd IOd IOd IOd IOd BLOCKED A5 SPAN RATING 40/20 14/32" MAX. i O/C 6" O/G 6" O/c- 6" 0/6 6" O/G 4" C 4" O/G SHOP9V ON PLAN APA RATED SHEATHIN'6 5TURD-I-FLOOR, OR EQ. SPAN RATIN 6 4B/24 23/32" 24" O/C MAX. IOd 6" O/G IOd b" O/C IOd 10"0/0 6LUEO AND BLOCKED A5 SHOWN ON PLAN L APA RATED 5HEATH�IN6 NAIL GORIER 5TUD5 EXPOSURE 1, OR EQUAL SPAN RATING 40/20 14/32 Ib" O/G MAX l0d 4" 0/G IOd 4" O/G IOd 6" 0/0 AT 4" O/C MAX. TYPICAL BLOCK PREE ED6E5 ALL ROOFING NAIL5 SHALL BE RING SHANK NAIL5 TRUSS CONNECTOR SCHEDULE PAS TENERS PER ALLONABLE UPLIFT PARALLEL LOAD (F2) PERPEND. LOAD (FI) PROVWr MARK U5P CONNECTOR TRUSS GONC.ME-BEAM 51N&LE STRAP DOUBLE STRAP 51NOLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP APPROVAI TG-1 HTA 12 W IOd x 1-1/2" - 16000 3200 • 6600 1320 R 540 N 1160 * PL 654 TG-2 HTA 20 (10) IOd x 1-1/2" - 1615 # 3250 v "0 1320 i 540 u IIBO * FL 854 U ALLOWABLE LOADS ARE BASED ON LISP CATALOS 5ft W. 2) B1 DR MAY USE LONSER STRAPS OF SAME TYPE SPIZINED. 5) USE 6ALVM = NAILS AS SPEGFED BY M*WACTU!;St. 4) TAPCOIS SHOULD BE LOCATED AT THE FARTHEST POINT FROM THE TOP OF THE BEAM. 5) PROJIDE APPROJFD MOISTURE BARRIER PLATE OR BUILDING PAPER BETYEEN MASONRY WAIL AND EACH TKW THE DE5167N PROFE55IONAL A55UME5 NO LIABILITY FOR IMPROPER 5LOPE5, GRADE5 OR MEA5UREMENT5. ALL FIGURE5 TO BE VERIFIED BY A LIGEN5ED GENERAL GONTRAGTOR IN THE FIELD BEFORE GON5TRUGTION. no. designed PAR drawn PAR checked PYWAR date 4117114 date scale 1/4" = P-O" ORO) J O b r 0. 14-006 . RIC I W LL �aui V � Q D m Z W J0a cnUN Lu Q cM (A u-1 Z � O I�~00JUp = co pw J Z U) Lu U) in project J U �000 �O J M 0Q cnitld� Z U � Ld 0) UU-(n JILL! W Xlia0 J O W 0 Z a0 W J W 3 *0 (3T3 W 7JZmJ��X Q W 00 0_ Z N (1) LL 2 co r U 0 " W EL X drawing RACING PLANS FIL, Y oZA sheet m APR 252014 THESE PLANS CONFORM TO FW - 2010 A.I.C. CALCULATIONS (2 x 40 x 26,194)/(5000 x 240) = 1.75 0+1.75=.36 .36 x 26,194 = 9525.04 A.I.G. OF SERVICE = 4525.04 A.I.G. RATING OF PANEL = 10,000 ELECTRICAL NOTES: A. HEAT STRIP LOAD 6OVERN5 OVER CONDEN50R UNIT LOAD. B. GENERAL 116HTIN6 CALCULATED a 1,106 (SOFT) x 3 (WATTS/50.FT) = 5,524114 OENLT6.CIR) = 237.4 (WArm/EA) C. CONDUIT 512E OR 235 WATTS D. SEE 5%B-PANEL CALCULATIONS. R BRANCH CIRCUITS RUN IN ROMEX. DISCONNECT CALCULATIONS: PANEL 'A' TOTAL (NO A/G) = 44,532 Ist. I0,000 a 100% = I0,000 REMAINDER a 40% = 15412b A/C LOAD a 100% = 10,000 TOTAL :A' = 35,612.5 / 240 = 1 .22 AMPS (1) SETS OF (3) #.2/0 AW6. THWN IN 1-1/2" CONDUIT (1)SET OF 0) #2/!) AW6. THWN IN 1-1/2" CONDUIT METERif O PANEL 200 A CU CND: WIRE TO COLD 14ATER PIPE AND 3"6DX 10'GU SUPPLEMENTAL 6R� ROD D TO ONE REINFORCEIN6 BAR IN Tt= FOUNDATION 20'-0' LONG MIN ELECTRICAL RISER DIAGRAM 200 -AMP PANEL'A' 100% GALL. 5RKR WIRE SIZE DE5GRIPTION # I # DESCRIPTION 51ZE p4IREEIRKIR GALL. 100% I0p00 A 0-(2) #6 AHU #1 1 3 2 4 GUM #6 R R ......... 0-(2) A A - 5,000 042) IR #10 DRYER 5 1 6 5 RANGE #6 042) 12 .......... - - .......... - 2,100 20-2 .......... #12 DISHWASHER ........... DISP05AL . 1110 II SPACE - 12 HA5HE9R #12 R 20-(U 1,500 - - IAOO 20-0) #12 REFRI6. 1314 MICROWAVE #12 R 20-(1) 1,500 - - 4500 20-60 R #12 APPLIANCE IS I6 WP 6F1 #12 R 20-0U 1,500 - - 1,500 204I)l R #12 APPLIANCE I7 1& HP 6FI #12 R 20-(I) 1,500 - B 235 15410 1 R #14 OININ6 RM 19 2C KITCHEN LTG. #14 R 15-(1) 255 B B 235 15410 R 014 DINING RM 21 P2, SMOKE DET. #12 R 20-6U 400 - B 235 15-(I) R #14 LIVING RM 2524 M BATH #14 R 15-(I) 235 B B 235 15-(1) R 014 LIVING RM 2526 BEDROOM #14 R 15-(1) 235 B B 235 15-(1) R #14 HALL LITE5 2-128 BEDROOM #14 R 15-0) 235 B - 1500 20-0) R #12 IC. / ALARM 2615C BEDROOM #14 R 15-(1) 256 B 5 235 15-00 R #14 M BFDRM 51 5f FLOODS. #14 R 15-(1) 235 B B 235 15-(I) R #14 M SEDRM 55.54.BEDROOM #14 R I5-(1) 235 B - 6,500 4042 ........ R #5 .... IN5TAHOT ........... 3 3-I 3 INSTAHOT .... #5 .... . R -(2) 6500 - 3 - - - - - SPACE 3 14114ASPACE SPACE - - - - - - 5PACE A.I.G. RATINS 10,000 - IO,00 21066 27>;66 - TOTAL ALL PANELS 49,552 Ist 10,000 at 100% I0p00 REMAINDER AT 40% 15,612h A/C LOAD AT 100% Op00 TOTAL = 35,&12.5 / 240 = 14g22 AMPS SPOT - MOTION A CARBON MONOXIDE ALARM SHA RE INSTALLED IN ACCORDANCE WITH FA.C. RULE 9B•3.0472 WITHIN TEN FEET OF EACH ROOM USED Ft SLEEPING PURPOSES. PROVIDED ELECTRIC SMOKE DETECTORS WITH BATTERY BACK - UP IN ALL SLEEPING AREAS AND STAIR LANDING WIRED SO THAT THE ACTIVATIOI OF ANY DETECTOR WILL ACTIVATE ELECTRICAL SYMBOLS Q� II DUPLEX RECEPTICAL AT 12" A.F.F. 5WITGH TELEV15ION JACK ® 51NOLE POLE nI PREWIRED SMOKE DETECTOR I DUPLEX RECEPTICAL F 5WITGH ® 220 V REGEPTIGAL 5WITGH AT BASE r5 THREE WAY AT 12" A.F.F. DISCONNECT DUPLEX RECEPTICAL7 S WITC H AT 3" ABV. COUNTER 4 FOUR WAY O DUPLEX RECEPTICAL 54TGH FLUSH IN FLOOR R RHI05TAT DUPLEX RECEPTICAL aF1 GROUND FAULT ® DUPLEX RECEPTICAL rno ov ci.nri ucn 1ST FLOOR ELECTRICAL PLAN SCALE : 1/4" = 1'-0' 5WITGH D DIMMER SWITCH URITY 'PAD :TION OHVAC THERMOSTAT O PADDLE FAN W/ OR WO/LIGHT INTERCOM AT 60" A.F.F. FLOURE5CENT L16HT FIXTURE ® TELEPHONE OUTLET INGONDE5GENTLI6HT AT 12" A.F.F. FIXTURE GL6. MNTED. TELEPHONE OUTLET INGONDESCENTL164T FLUSH IN FLOOR FIXTURE WALL. MNTED. SPEAKER IN GL6. ® HI HAT GL6. MOUNTED SECURITY HI HAT L16HT5 VAPOR PROOF F.P.SL. METER n u $ D15C. BREAKER PANEL EXHAUST FAN FL EXHAUST FAN p� LV DOOR Y RELEASE (1 VOLUME `� CONTROL ` — — — ELECTRICAL NOTES: I) SMOKE DETECTORS TO BE IIOV IAUBATTERY BALK UP - ARC FAULT CIRCUIT I 2) SMOKE DETECTORS TO BE LOCATED AS 5FOM, SMOKE DETECTORS TO BE INTERGONPEGTED 50 THAT ONE SMOKE DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE. 3) PROVIDE BRANCH CIRCUIT ARC -FAULT PROTECTION FOR ALL CIRCUITS SERVIN6: FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS PER FBC AND We, REQUIREMENTS. 4) PROVIDE GROUND FAULT CIRCUIT INTERRUPTION PROTECTION FOR ALL 125-VOLT, SINGLE-PHASE 15 AND 20 AMP CIRCUITS 5ERVIN6, BATHROOMS, GARAGES, KITCHENS, ACGE55ORY SUILDIN65, OUTDOORS, OR WITHIN 72" OF EDGE OF ANY SINK. 5) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10 FT OF ALL BEDROOMS. 6) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. L---------------------J ') PROVIDE TAMPER RESISTANT RECEPTACLES PER NEC REGUIREMENT5. FNmE:— — GENERAL CONTRACTOR TO COORDINATE FINAL HVAC LAYOUT WITH TRUSS COMPANY BEFORE TRUSSES ARE BUILT. r NOTE TO GENERAL CONTRACTOR: I ALL ELECTRICAL TO BE FIELD VERIFIED BEFORE INSTALLATION L--- ---J revisions no. date designed PAR drawn PAR checked RVPAR dote 4/17/14 scale 1/4" = r-0° ORO) job no. 14-006. RIG W LL V % Ir Z Q � m LLI Z W _jGa U) W QCIO WWz Lu O 0o ���� U O = c/) W p -1zU)0 LLJ m project _J > �d U CD UD 110 UQ w IhLLjd� ?�(9 x oQ(I:m =�—Ur) Z (\j _j Ill w Jw 0�00 CO wZ .3 00) w J_ J QQwmJ00aa Z inN N LL 2 OD I's U O ICI IL drawing ELECTRICAL IPLAN, Y a, " THE DESIGN PROFE55IONAL A55UME5 NO LIABILITY FOR IMPROPER 5LOPE5, ORADE5 OR MEA5UREMENT5. ALL FIOURE5 TO BE VERIFIED BY A LICENSED GENERAL CONTRACTOR IN THE FIELD BEFORE CONSTRUCTION. sheet A-7 APR 252014 rHEE5E PLANS CONFORM TO FBC - 2010 of 7 1 ST FLOOR MECHANICAL PLAN SCALE , 1/4' = V-O' -is 7 4un®aW�� '1S ®NIA,. +�IOZ L Z #0 THE DE516N PROFESSIONAL ASSUME5 NO LIABILITY FOR IMPROPER SLOPES, GRADES OR MEASUREMENTS. ALL FIWRE5 TO BE VERIFIED BY A LICENSED GENERAL CONTRACTOR IN THE FIELD BEFORE revisions ARM designed PAR drawn PAR checked PkwAR date ZV26174 date scale 114'=V-0'N.N.OJ job no. i4-ooe.vAN Q 0 w O LL � 9 ry I— W Z W .j cnUN O a W LU Q 000 cnWZ JVO O = ~O F- W i— W nW W -i Z F- U) CA p0 project J_ U r CO Q rn Lo *� t o J + co O LO V Q N M V 3: U) o0 UU� J W W 0 1 M 0 z W J W 00 (1) ai00�: 0) am m J Z— D� J—:3[i Q Q W m J 00 co av �. I'- IL cz Z — � � N LJ Q t � = CO ti U rn o W r 0- drawing 1ST FLOOR MECHANICAL PLAN sheet � 1 M-1 THESE PLAN5 CONFORM TO FBC - 2010 of