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HomeMy WebLinkAboutBuilding PlansPROJECT LOG _ ISSUED FOR PRECON 06.17.19 ISSUED FOR"PERMIT 01-02-19 GENERAL NOTES I. THIS PLANS WERE PREPARED USING THE 2017 FLORIDA BUILDING CODE 6TH EDITION 2. TYPE OF CONSTRUCTION: CLASS V, UNPROTECTED, GROUP R3 OCCUPANCY PER FLORIDA BUILDING CODE. 3. CONSTRUCTION SHALL FOLLOW THE FLORIDA BUILDING CODE AS ADAPTED BY THE COUNTY AND ALL APPLICABLE AMENDMENTS. 4. THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY REQUIREMENTS OF THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY. 5. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW UNITS SHALL DISPLAY LABELS SHOWING COMPUANCE WITH THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY SECTION. B. REGISTERED BAITING SYSTEM FOR TERMITE TREATMENT TO BE INSTALLED AND MNITERED THIRD PARTY PRIOR TO FINAL BUILDING APPROVAL PER F.B.C. 2017 ABBREVIATIONS ABV ABOVE EXT. EXTERIOR AFF ABOVE FINISHED FLOOR F.B.C. FLORIDA BUILDING CODE AHU AIR HANDLER UNIT F.R. FIRE RATED B.F. BI FOLD FIR FRENCH DOOR B.P. BI PASS FIN. FINISHED BLK. BLOCK FL FLOOR BLW. BELOW G.T. GIRDER TRUSS BRG. BEARING GA. GAUGE BTM. BOTTOM GALV. GALVANIZED CLG. CEILING GFl GROUND FAULT INTERRUPT CMU CONCRETE MASONRY UNITS GL GLASS COI.. COLUMN GWB GYPSUM WALLBOARD CONC. CONCRETE GYP. 80. GYPSUM WALLBOARD CSTT. CASEMENT HOT. HEIGHT DBL DOUBLE HPS. HOOPS CIA, DIAMETER HR HOUR DISP. DISPOSAL HE HORIZONTAL. SLIDING DP DESIGN PRESSURE HVHZ HIGH VELOCITY HURRICANE ZONE DR. DOOR INS. INSULATION DW DISH WASHER INT. INTERIOR E.E. EACH END LG. LONG ELEC, ELECTRICAL LIN. LINEN ELEV. ELEVATION LT. LIGHT E.S. EACH SIDE LT. LAUNDRY NB MASONRY NOTES PLAN NOTES FRAMING NOTES ELECTRICAL NOTES 1. CONCRETE UNITS BE ASTM C 90-90. ASTM GRADES NI OR NIT. PROVIDE PRECAST R LINTELS AS NECESSARY. (fm = 1500 PS) 1. PROVIDE P.T. FOTHERP HORIZONTAL *CEILING & WALL INTERSECTIONS OR 8'-0° 0/C 1. THE TRUSS LAYOUT SHOWN ON THIS. SHEET IS SCHEMATIC IN NATURE. HOWEVER, THE 1. CONTRACTOR SHALL VERIFY WITH ELECTRIC PROVIDER THE LOCATION OF SERVICE AND VERT. MAX. AND ALL OTHER LOCATIONS PER F.B.C. SECTION 718 AN SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE SHALL LOCATED METER & PANELS AS REQUIRED. THESE PLANS WERE PREPARED 2. MORTAR TYPE M PER ASTM C 270-92. FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. 2 ALL GLAZING WITHIN 24" AND PARALLEL TO A DOOR SHALL BE TEMPERED. 2. ALL WIRE SHALL BE THHN COPPER, UNLESS NOTED OTHERWISE. USING THE 2017 FLORIDA BUILDING CODE 6th EDITION 3N. CELLS, C1NINCRRETEAND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 3000 PSI PEA ALL WINDOWS OR BASS ENCLOSURES WITHIN 36" OF TUBS AND SHOWERS WITH SILLS 2. THIS SCHEME OF TRUSSES, MAJOR C.T. CAN ABOVE FLOOR SHALL BE TEMPERED. ALL GLASS IN SIDELIGHTS, SLIDING GLASS LESS THAN E E BE MODIFIEDMING ONLY AFTER(DIRECTION OBTANNG PERMISSION FROM THE PRIMERING PROF PRNTSOFESSIONAL OF 3. WHERE REQUIRED BY OTHER CODE SERVICE AND FEEDER CONDUCTORS SHALL BE DOORS. AND FRENCH DOORS SHALL BE TEMPERED. F RECORD WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REVISONS .COPPER OF EQUAL AMPACITY 4. REINFORCING: ACCORDINGLY. 3 EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS. 4. ALL BRANCH CIRCUITS IN RACEWAY OR NON METAWC SHEATHED CABLE. VERTICAL: EGRESS WINDOWS. SHALL HAVE A MINIMAL NET OPENING OF 24" HIGH, 20' WIDE, AND MIN. NET 3. FINAL SIGNED AND SEALED ENGINEERED TRUSS DESIGN MUST BE SUBMITTED TO THIS AREA OF 5.7 S.F. FOR 2nd FLOOR WINDOWS AND 5.0 S.F. FOR tat FLOOR WINDOWS. THE OFFICE FOR REVIEW. TRUSS DESIGNERS MUST PROVIDE ALL TRUSS CONNECTIONS AS PART OF 5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION. A. ASTM A615-94 PER REINFORCING SECTION (GRADE 60). BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44' ABOVE THE FLOOR. THE DESIGN. , 6. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER B. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE q; IN AREAS OTHER THAN HVHZ FIXED GLASS THICKNESS SHALL COMPLY WITH SECTION 2411 4. TRUSS MANUFACTURER SHALL SUBMIT THREE (3) COPIES OF SHOP DRAWINGS AND - SPECIFICATIONS. SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN OF F.B.C. AS THE MINIMUM THICKNESS ALLOWED. ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER, OF ADJACENT CELL TO THE VERTICAL WALL REINFORCING. - THEIR ROOF TRUSS DESIGN FOR REVIEW INCLUDING TWO (2) COPIES FOR ARCHITECTS REVIEW 7. PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY LOAD AND UNITS. C. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE-HALF INCH FROM 5, PROVIDE A MINIMUM OF 4" CLEAR ALL AROUND AIR HANDLER UNITS. PRIOR TO FABRICATION. REVIEW OF TRUSS SHOP DRAWINGS IS A COURTESY BY THE ARCHITECT AND IN NO WAY RELIEVES THE TRUSS MANUFACTURER OF HIS RESPONSIBILITY TO 8. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIP. AND AT THE MASONRY. PROVIDE A LAYOUT THAT FULLY INTEGRATES WITH THE. ARCHITECTS SUPERSTRUCTURE. IF PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER. 6. ALL DWELUNG ROOMS MUST HAVE HVAC RETURNS. RETURNS MAY BE DUCTED, JUMPERS OR THERE IS ANY CONFLICT OR ADDITIONAL STRUCTURE NEEDED, THE TRUSS COMPANY SHALL RECOMMENDATIONS. M.C. MEDICINE CABINET SMS SHEET METAL SCREWS D. VERTICAL REINFORCING $HALL BE AS LOCATED ON THE PLAN AND AS INDICATED IN THE TRANSFER GRILLES NOTIFY THE ARCHITECT IN WRITING OF THE SPECIFIC AREAS OF CONCERN. M.R.H. MEAN ROOF HEIGHT ST. STIRRUPS COLUMN SCHEDULE. 9. PROVIDE GFI BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS M.T. METAL THRESHOLD STE. STEEL T A/C UNITS MAY HAVE CONIC. PAD OR OTHER APPROVED MATERIAL EXTENDING ABV. 5. TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC AHU AND MISC. EQUIPMENT. SHOWN N PLANS. MAX. MAXIMUM SW SWITCH E. VERTICAL REINFORCING EACH SIDE OF ANY OPENING, IF REQUIRED, SHALL BE CONTINUOUS ADJOINING GRADE OR SHALL BE SUSPENDED A MIN. OF 6" ABV. ADJOINING GRADE, COORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON TRUSS MFR. MANUFACTURER TEMP. TEMPERED TO THE TIE BEAM. PRECAST LINTELS SHALL HAVE OPENINGS TO ALLOW REINFORCING BARS TO DRAWINGS. 10. ELECTRICAL FIXTURES, TRIM AND APPUANCS SHALL BE UL APPROVED AND AS MICRO. 'MICROWAVE T.B. THROUGH BOLT CONTINUE UNINTERRUPTED. SELECTED BY BUILDER. MINIMUM T.O. THROUGH OUT HORIZONTAL SCHEDULE NOTES 6. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CUPS, TOP AND M.O.MIN. MASONRY OPENING T.O.B.B. TOP OF MASONRY BOND BEAM BOTTOM BOTTOM EACH STUD, AS PER CODE 11. PROVIDE PRE -WIRED TELEPHONE OUTLETS AS SHOWN ON PLAN. MONO. MTL MONOLITHIC METAL T.O.PL. TO.T.B. TOP OF WOOD PLATE TOP OF TIE BEAM A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM SCHEDULE. 1. ALL COMPOSITE UNTEL (MARK V) TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWISE NOTED 7. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE "TIMBER CONSTRUCTION 12. PROVIDE PRE- WIRED T.V. OUTLETS FOR CABLE AS SHOWN ON PANS: O.H.D. O/C13. OVER HEAD DOOR ON CENTER TYP. U.N.O. TYPICAL UNLESS NOTED OTHERWISE 5. GENERAL "BB") MANUAL" AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBES CONSTRUCTION. DEDICATED CIRCUITS SHALL HAVE N 6 DUPLEX RECEPTACLES. NO MORE THE .L UL UNDERWRITERS LABORATORIES 2. ALL BOND BEAMS (MARK REINFORCING SHALL BE CONTINUOUS THROUGH BOND P.LE. P.S.F. POUNDS PER LINEAR FOOT POUNDS PER SQUARE FOOT V.I.F. VERIFY IN FIELDS A. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-05/ A.S.C.E. BEAMS ONLY. ALL SPLICES TO BE A MINIMUM OF 48 BAR DIAMETERS. BALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. 14, IN KITCHENS, DINING ROOMS AND BATHROOMS, RECEPTACLE OUTLETS FOR COUNTER P.S.I. POUNDS PER SQUARE INCH W.A. WEDGE ANCHORS 7-10/T.M.S. 402-05, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER CEMENTITOUS MATERIALS AND THE WOOD AS PER CODE SPACES SHALL BE GFCI PROTECTED ACCORDING TO NEC 210-8 a O' P.T. PRESSURE TREATED W/ WTH COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES 3. BOND BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED 8" TO FIT BLOCK PARTN. PARTITION WC WATER CLOSET WORK' 9. CARPENTER SHALL BE RESPONSBLEI FOR PROVIDING ADEQUATE BRACING AND BRIDGING USED 15. ALL CLOSET LIGHTING SHELL COMPLY WITH NEC SEC. 410.8. PKT. PLYWD.. POCKET PLYWOOD WD. WOOD B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.1-05/A.SC.E. 7-10/.M.S. 602- 05, SPECIFICATIONS FOR MASONRY STRUCTURES AND THE COMMENTARY ON SPECIFICATIONS 4 REFf${ TO CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL SPECIFICATIONS DURING ERECTION OF TRUSSES TO PREVENT COLLAPSE OR DAMAGE. 16. SMOKE DETECTORS SHALL BE CONNECTED TO KITCHEN OR BATH LIGHTING CIRCUITS R.O. ROUGH OPENING FOR MASONRY STRUCTURES. - 10. HEADERS FOR FRAMED OPENINGS GREATER THAN 6'-0' MUST BE ENGINEERED AND AHEAD OF SWITCH AND HAVE SELF CONTAINED BATTERY BACK-UP. DETECTORS SHALL BE S.C. SOLID CORE 6. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT � CONCRETE NOTES STAMPED BY THE TRUSS MANUFACTURER. (UNLESS NOTED OTHERWISE) TANDEM WIRED SO ALL DETECTORS SOUND SIMULTANEOUSLY. S.G.D. SF SLIDING GLASS DOOR SQUARE FOOT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL. 17. PREWIRE FOR GARAGE DOOR OPENER SENSOR. SH SINGLE HUNG 7. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT EACH 1. CONCRETE SHALL CONFORM TO ASTM C94-94 AND SHALL HAVE IN 28 DAYS AS 11. ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (3) 2X12'S UNLESS OTHERWISE NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL THICKNESS). 18.. ARC FAULT -INTERRUPTER PROTECTION PER NEC 210.12. REQUIRED FOR ALL 120-VOLT, LIFT OVER 4'-0' HIGH CLEMOUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION AND SPECIFIED IN THE FOUNDATION AND MASONRY NOTES (UNLESS NOTED OTHERWISE) ALL ST. LUCIE COUNTY PRODUCT APPROVAL OPENING SCHEDULE: OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS & SKYLIGHTS OPEN ID PRODUCT MODEL # MANUF. GLASS ATTACH. METHOD TYPE, SIZE, SPACING *FILL BUILDING DESIGN PRODUCT DESIGN DESCRIPTION AND EMBED. ALL MANUF. HOLES PRESSURE PRESSURE A FL-9174.10 R12 9100 OHD BOBO WAYNE DALTON N/A W/ 1-1/4" WASHER & 2-3/4" MIN. EMBED. D.P.= +29.9 PSF +39.2 PSF -43.7 PSF -3 4' MIN. EDGE DISTANCE. 6" FROM END -37.8 PSF B FL-9174.10 R12 9100 ND 16080 WAYNE DALTON N/A W/ 1-1/4' WASHER & 2-3/4' MIN. EMBED. D.P.= +28.5 PSF +39.2 PSF -43.7 PSF - 4" . EDGE DISTANCE. 6" FROM END -321 PSF C FL 17499.1 SH 24 MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PSF 0 10" O/C MAX. SPACING & 2" FROM EDGE -34.8 PSF D FL 17499.1 SH 36 MI WINDOWS & ORS SGL IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P.= +33.2 PSF +55.0 PSF -55.0 PSF 0 10" O/C MAX. SPACING & 2' FROM EDGE -35.2 PSF E FL-7630.4 PR FULL UTE THERMA TRU N/A 1/4' TAPONS W/ 1-1/4" MIN. EMBED CORNERS 0 D.P.- +31.3 PSF +50.0 PSF -50.0 PSF 3080 DRS 6' & 14' O/C MAX. SPACING. -34.2 PSF F FL 15349.5 6448 ARCHED FG MI WINDOWS & DRS SGL IMPACT 3/16- TAPCONS W/1-1/4" MIN EMBED D.P.= +33.1 PSF +50.0 PSF -50.0 PSF EQUAL SPACING. & 3' FROM EDGE -36.4 PSF G FL 17499.1 SH 26 MI WINDOWS & DRS SGL IMPACT 3/16" TAPCONS W/ 1-1/4" MIN EMBED D.P.= +33.8 PSF +55.0 PSF -55.0 PSF 0 10" O/C MAX. SPACING & 2" FROM EDGE -36.8 PSF H FL 15349.5 4020 TRANSOM MI WINDOWS & DRS SGL IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P.= +33.5 PSF +55.0 PSF -55.0 PSF EQUAL SPACING & 3' FROM EDGE -36.3 PSF I NOA NO 4040 &B GL BLK MULIA, INC IMPACT DRIVE PINS W/ 1-1/4' MIN. EMBED. CORNERS 0 D.P.=.+33.6 PSF +55.0 PSF -55.0 PSF 15-1201.12 3" MIN. & 3" MIN. O/C MAX. SPACING -37.5 PSF J FL 15349.5 4223 ARCHED FG MI WINDOWS & DRS SGL IMPACT 3/16" TAPCNS W/ 1-1/4" MIN EMBED D.P.= +35.2 PSF +50.0 PSF -50.0 PSF EQUAL SPACING & 3" FROM EDGE -38.2 PSF K FL 15349.5 4020 TRANSOM MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4" MIN EMBED D.P.= +35.2 PSF +55.0 PSF -55.0 PSF EQUAL SPACING & 3" FROM EDGE -38.2 PSF I- FL 17499.1 SH H33 MI WINDOWS & DRS SGL IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P.= +35.2 PSF +55.0 PSF -55.0 PSF 0 10' O/C MAX SPACING & 2" FROM EDGE -38.2 PSF i M FL-7630.1 THERMA TRU N/A 1/4' TAPCNS W/ 1-1/4" MIN. EMBED CORNERS 0 D.P.= +33.5 PSF +50.0 PSF -50.0 PSF 2880 EXT. DR. 6- & 14" O/C MAX. SPACING. -36.5 PSF N FL 17499.1 (2) SH 26 MI WINDOWS & DRS SGL IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P.= +32.3 PSF +55.0 PSF -55.0 PSF 0 10" O/C MAX. SPACING & 2" FROM EDGE -36.0 PSF 0 FL-7630.1 THERMA TRU N/A 1/4' TAPCONS W/ 1-1/4' MIN. EMBED CORNERS 0 D.P.= +33.5 PSF +50.0 PSF -50.0 PSF 2680 EXT. DR. 6' & 14° O/C MAX. SPACING. -36.5 PSF P FL 22401.3 12080 SGD MI WINDOWS & DRS SGL IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED D.P.= +30.0 PSF +55.0 PSF -55.0 PSF 0 12" O/C MAX SPACING -33.0 PSF O FL 15349.5 12020 TRANSOM MI WINDOWS & DRS SGLIMPACT 3/16" TAPCNS W/ 1-1/4" MIN EMBED D.P.= +33.2 PSF +55.0 PSF -55.0 PSF EQUAL SPACING & 3' FROM EDGE -36.2 PSF R FL 17499.1 SH 26 MI WINDOWS & DRS SGL IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PSF FL 15349.5 3120 TRANSOM 0 10" O/C MAX. SPACING & 2" FROM EDGE -34.8 PSF S FL 17499.1 SH 26 MI WINDOWS & DRS SGL IMPACT 3/16" TAPCNS W/ 1-1/4" MIN EMBED D.P.= +33.2 PSF +55.0 PSF -55.0 PSF FL 15349.5 3120 TRANSOM 0 10' O/C MAX. SPACING & 2- FROM EDGE -36.2 PSF T FL 17499.1 SH 26 MI WINDOWS & DRS SGL IMPACT 3/16" TAPCONS W/ 1-1/4" MIN EMBED D.P.= +33.2 PSF +55.0 PSF -55.0 PSF FL 15349.5 3120 TRANSOM 0 10" O/C MAX. SPACING & 2' FROM EDGE -36.2 PSF U FL-7630.1 THERMA TRU N/A 1/4" TAPCONS W/ 1-1/4" MIN. EMBED CORNERS 0 D.P.= +33.5 PSF +50.0 PSF -50.0 PSF 2880 SGL LITE DR. 6" & 14' O/C MAX. SPACING. -42.5 PSF V FL 17499.1 (2) SH 26 MI WINDOWS & DRS SGL IMPACT 3/16" TAPCONS W/ 1-1/4" MIN EMBED D.P.= +30.0 PSF +55.0 PSF -55.0 PSF FL 15349.5 6220 TRANSOM 0 10" O/C MAX. SPACING & 2". FROM EDGE -33.4 PSF W FL-7630.1 THERMA TRU N/A I/4' TAPCONS W/ 1-1/4' MIN. EMBED CORNERS 0 D.P.= +33.5 PSF +$DO PSF -50.0 PSF 2880 SGL LITE DR. 6" & 14° O/C MAX. SPACING. -42.5 PSF X FL 17499.1 SH 23 MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +35.2 PSF. +55.0 PSF -55.0 PSF 0 10" O/C MAX. SPACING & 2' FROM EDGE L(.%kNeW* PSF Y FL 15349.5 12020 TRANSOM MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4". MIN EMBED D.P= +34.1 PSF +45.0 PSF -55.0 PSF EQUAL SPACING & 3" FROM EDGE -37.1 PSF I Z FL 17499.1 SH 25 MI WINDOWS & DRS SGL IMPACT 3/16" TAPCNS W/ 1-1/4' MIN EMBED D.P.= +34.3 PSF +55.0 PSF -55.0 PSF 0 10" O/C MAX. SPACING & 2- FROM EDGE -37.2 PSF AA FL 17499.1 SH 23 MI WINDOWS & DRS SGL IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P.= +35.2 PSF +55.0 PSF -55.0 PSF 0 10" O/C MAX SPACING & 2" FROM EDGE -38.2 PSF AB FL 17499.1 SH 25 MI WINDOWS & DRS SGL IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P.= +34.3 PSF +65.0 PSF -55.0 PSF 0 10" O/C MAX SPACING & 2" FROM EDGE -37.2 PSF AC FL-7630.1 THERMA TRU N/A 1 4 TAPCONS W 1 1 4 MIN. EMBED CORNERS 0 / " D.P.= +33.5 PSF +50.0 PSF -50.0 PSF 2868 SGL LITE DR. 6' & 14" O/C MAX. SPACING. -36.5 PSF AD FL 17499.1 SH 35 MI WNDOWS & DRS SGL IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P.= +33.6 PSF +55.0 PSF -55.0 PSF 0 10" O/C MAX SPACING & 2" FROM EDGE -36.6 PSF AE FL 15349.5 4223 ARCHED FG MI WNDOWS DRS SGL IMPACT 3/16" TAPCNS W/ 1-1/4' MIN EMBED D.P.= +35.2 PSF +50.0 PSF -50.0 PSF EQUAL SPACING & 3' FROM EDGE -38.2 PSF PRODUCT MODEL # MANUF. ATTACHMENT METHOD BUILDING DESIGN RODUCT DESIGN TYPE, SIZE, SPACING, EMBED., STIFFENERS, ETC PRESSURE PRESSURE MULLIONS MAX 104-1/4" HORIZ. MI WINDOWS & DOORS 1/4" TAPCNS W/ 1-1/4" MIN EMBED (4) FASTENERS PER CUP TOP &BTM. 37.7 PSF 54.0 PSF-54.0PSF FL 15353.4 83' VE T. .. . ROOFING NOA NO. 18-0829.04 CAPISTRANO CONCRETE TILE EAGLE ROOFING (2) tOd RING SHANK NAILS -83.4 psf -172 psf. PRODUCTS ROOFING UNDERLAYMENT NOA NO. 17-0614-.22 POLYGLASS USA MEMBRANE: POLYSTICK N MAX SELF ADHERED 1 OR MORE SBS UNDERLAYMENT INC. PLIES NAILS AND TIN CAPS 12" GRID, 6" O.C. AT MIN. 4" N/A N/A PEEL &STICK HEAD LAP SIDING STUCCO N/A N/A N/A N/A 2 RING SHANK ATTACHED TO UNDERSIDE OF TRUSS SOFFIT STUCCO N/A SPACED 0 EVERY HI RIB (4" O/C) W/ 1-3/4" EMBED. N/A !N/A PER NAIL I BEFORE GROUTING. CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318-11 AND ACI 301-05, ALL 12. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE. NO. 2 OR BETTER AND SHALL PROVIDE SINGLE PHASE I AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS DWEWNG UNITS. CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530-11. ALLOWABLE STRESS VALUES OF 1200PSI IN BENDING FOR A SINGLE MEMBER USES. 90 PSI.. 19. CARBON MONOXIDE DETECTORS REQUIRED WITHIN 10' OF ANY SLEEPING ROOM. FOUNDATION NOTES 2. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: SLABS ON VAPOR BARRIER - IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELASTICITY OF 1600 KSI OR BETTER, AS DETERMINED BY AN APPROVED LUMBER GRADING AGENCY. 3/4' BEAMS AND COLUMNS - 1 1/2" FORMED CONCRETE BELOW GRADE-2" UNFORMED D.C. PLUMBING NOTES 1. FLOOR SLAB TO BE 4' THICK POURED CONCRETE SLAB WITH FIBERMESH CONCRETE BELOW GRADE-3" 13. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 2x4 0 24" . ON 0.006 VISQUEEN (OR EQUAL) ON CLEAN WELL COMPACTED FILL 3, REINFORCING STEEL: GRADE 60 (FY=60.000) ASTM A615-94, STUDS, WITH 1/2" GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WITH 1- LONG BUGLE HEAD DRYWALL SCREWS AT 12" O/C MAX. 1..ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 405, F.B.C. 2. ALL REINFORCING STEEL TO BE GRADE 60. 4. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH 'THE MANUAL OF 14. METAL LATH .OVER SHEATHING SHALL BE 3/8' V-GROVE OR DIMPLED. FASTEN T0. 2 ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE 604.3, F.B.C. STANDARD PRACTICE FOR REINFORCED CONCRETE. CONSTRUCTION" AS PUBLISHED BY THE SUBSTRATE AT 4" O/C AS FOLLOWS; 3. COLUMN AND WALL CENTERLINES SHALL COINCIDE WITH FOOTING CENTERLINES UNLESS OTHERWISE NOTED. CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. CONCRETE: 3/4" LONG STUB NAILS W 3 8 HEAD. HORIZONTAL AND VERTICAL WOOD 3. DISPOSITION OF RAIN WATER SHALL COMPLY WITH-F.B.C. PLUMBING CODE CHAPTER 11. 4. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 2500 P.S.F., 5. ADEQUATE VERTICAL AND HORIZONTAL STORING SHALL BE PROVIDED TO SAFELY SUPPORT ALL LOADS DURING CONSTRUCTION .. FRAMING MEMBERS W/ NAILS OR STAPLES TO PROVIDE AT LEAST 1-3/4" PENETRATION /" INTO HORIZONTAL WOOD FRAMING MEMBERS, AND 3 4 PENETRATION INTO VERTICAL WOOD 4. ALL PLUMBING PENETRATIONS.MUST BE A MINIMUM iC'-O' FROM ROOF JACKS. FRAMING MEMBERS N VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS SHALL BE 5. FILL PLACED WITHIN 5-0° OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF CLEAN' 6. CONCRETE BEAM SIZES MAY INCREASED (8" MAX.) AS REQUIRED FOR ARCHITECTURAL BENT OVER TO ENGAGE AT LEAST THREE. STRANDS OF LATH, OR BE BENT OVER A RIB 5. CONDENSATE DRAINS. MUST BE A MINIMUM OF12" OFF THE BUILDING. WELL GRADED SAND COMPACTED TO ACHIEVE A MINIMUM OF 95% MODIFIED PROCTOR ASTM D 1557. DETAILS OR FIT BLOCK COURSING, DROP BOTTOM OF TIE BEAM AS REQUIRED AT WINDOW AND DOOR BEAMS (28" MAX.) AND ADD 2-j5 BARS BOTTOM IF DROP EXCEEDS 8, WHEN RIB LATH IS INSTALLED. SHEATHING: 14 GAUGE STAPLES 1" LEG, 7/16" CROW METAL ' MTL. / 2 112 SELF TAPING SCREWS FRAMING: 1x WASHER HEAD STAPLES SHALL NOT BE 6. INSTALL CHASE PIPE FOR HVAC. 6. ALL MONOUTHIC FOOTINGS HAVE BEEN CHECKED TO PREVENT THE USE OF TRANSFER USED FOR SOFFITS OR CEILINGS REINFORCEMENT AT PERIMETER. RATIONAL ANALYSIS SHALL BE SUBMITTED, BUT ONLY IF 7. DOWELS COLUMN AND WALL REINFORCING TO FOOTING WITH SAME SZE AND NUMBER OF DOWELS AS VERTICAL BARS ABOVE. 15. PNEUMATIC FASTENERS SYSTEM TOIBE HILTI-COIL NAIL PROGRAM. TYPE TO BE CRF 112G MECHANICAL NOTES REQUESTED BY THE BUILDING OFFICIAL - 1-1/2' LNG AND.120' DIAMETER U.N�;O. 7. CONCRETE FOR FOUNDATIONS AND FOOTINGS SHALL BE 2500 PSI MIN. 8. REINFORCINGSTEELSHALL BE LAPPED 48 BAR DIA. MIN. WHERE SPLICED AND SHALL BE WIRED TOGETHER. PROVIDE CORNER BARS SAME SIZE AND NUMBER AS HORR, BEAM 16. TRUSS MANUFACTURER SHALL DESIGN TRUSSES TO COMPLY WITH ALL SUPERIMPOSED 1. ALL HEATING, AIR CONDITIONING, REFRIGERATION AND VENTILATION EQUIPMENT STALL 8. DAMAGE PROBABILITIES FROM TERMITE INFESTATION IS VERY HEAVY PER TABLE R301.2(1). REINFORCING AT EACH FACE. AP 48 BAR DIA. MIN. WIND LOADS PER F.B.C. 2017 6TH EDITION & ASCE 7-10. CONFORM TO THE REQUIREMENTS SET FORTH IN THE *FLORIDA BUILDING CODE MECHANICAL" AND CHAPTER 28 OF THE FLORIDA BUILDING CODE. 9. PLACING DRAWINGS ON BAR LISTS SHALL CONFORM TO ACI'S "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCT10N AS PUBLISHED BY THE STEEL NOTES GARAGE NOTES CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. M DAMAGE PROBABILITIES FROM WEATHERING IS NEGLIGIBLE PER FBC TABLE R301.2(1), 1. STRUCTURAL STEEL SHALL CONFORM. TO THE AISC "SPECIFICATION FOR THE DESIGN, 1. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" 2005 EDITION. MATERIALS DClbRS NOT LESS THAN j' (35 MM) THICK, SOLID OR HONEYCOMB CORE STEEL DOORS NOT SHALL CONFORM TO THE APPUCABLE ASTM SPECIFICATION AS FOLLOWS:. SHAPES, PLATES A-3f LESS THAN V" (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. BOLTS - A 307-00 TUBULAR - A500-01a GRADE B (42 KSI) PROPOSED SINGLE FAMILY RESIDENCE BY; 2. -DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE 2. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING SOCIETY "STRUCTURAL DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) WELDING CODE". ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE A.W.S. A5.1 E7OXX. SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. n A '`�; �` 3. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN }" (12.7 MM) GYPSUM BOARD APPUED TO THE GARAGE SIDE. ��. LOAD SCHEDULE lUjLOCATION LLVE DEAD PARTN TOTAL GROUND FLOOR 40 50 10 100 SECOND FLOOR 40 15 10 65 ROOF 30 18 0 48 ATTIC 20 10 0 30 y ! N11 ULTIMATE WIND SPEED = 160 m.p.h. _ ' -°°'� BUILDING RISK CATEGORY = II !� C R �,.-„ BUILDING DESIGNAS ENCLOSED EXPOSURE = C ROOF DEAD LOAD FOR WIND LOT 264 DESIGN TAKEN AT 10 p.s.f. N9IEL THIS STRUCTURE IS DESIGNED IN ACCORDANCE MEADOW00D WITH CHAPTER . OF THEFLORIDA BUILDING CODE AND ASCE 7-10. DESIGN PRESSURES FOR EXTERIOR DOORS AND WNDOWS ARE NOTED OWTHE ELEVATIONS. WINDOW AND DOOR MANUFACTURERS $HALL MULTIPLY COPYRIGHT 2018 THE GIVEN DESIGN PRESSURES BY THE APPROPRIATE FACTORS TO OBTAIN TEST PRESSURES. 11' fd u 1 11onI [NMMII�l (�(I�II�Mll dim lu I a ua 18j" 25}° 36" 52j" SH 15 SH 25 SH 35 SH H35 M.O. 20 1/8' M.O. 38" M.O. 54 1/8' M.Q. 27 1/2'. 1x, 2x, OR 5/4 BOARD P.T. WOOD BUCK Ix, 2x, OR 5/4 BOARD P.T. WOOD BUCK-\. ,\ AR" -7n" -4R" M THERMA TRU EXTERIOR DOORS 2x P.T. WOOD BUCK SHOWN TYP. M.O. 35 1/4' W M.O. 37 1/4" W M.O. 41 1/4' W M.O. 55 1/2" W M.O. 78 1/2' W X99'H X99'H X99"H X9B"H X99"H EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB 118h AIL EDGE OF SLABQ ' -",.Ik 2680 EXT DR 2880 EXT DR 3080 EXT DR 3080 EXT DR W/ 14" SIDELITE PR 3080 DR (OUT SWING) SWING)2x6, a/4"D (OUT SWING) (OUT SWING) (OUT SWING) DOOR �NOTE: DOOR CONCRETE SCREWS USED TO SECURE THE DOOR FRAMES TO THE OPENINGS MAY BE ANGLED SLIGHTLY WTHOUT APPRECIABLE LOSS IN RESISTANCE. ALL FASTENERS SHALL BE OF THE SIZE, LENGTH AND SPACINQ AS REQUIRED IN THE PRODUCT APPROVAL INSTALLATION PROCEDURES, DRAWING INDEX C-1 COVER SHEET A-1. FOUNDATION PLAN A=2 FLOOR PLAN A=3 ELEVATIONS A=4 SECTIONS A-5 STRUCTURAL PLAN A-6 TRUSS PLAN E-1 ELECTRICAL PLAN M-1 MECHANICAL PLAN SYMBOLS LEGEND DETAIL 4 1 INTERIOR SCALE Owc 2 ELEVATION 3 DETAIL owc. SCALE C# O COLUMN LABEL F# FOOTING LABEL SECTION owa. SCALE C sl POT SHELF HEIGHT AS NOTED , SECTION ��� HEGHTEAS NOTED Dwa. SCALE If'00�� ARCH PANEOR ELEV. SEE INTERIOR ELEV. MASONRY CONSTRUCTION SCALE TYPICAL GROUT FILLED CELL BEAM LABEL ■■ FOUNDATION PLAN SEE 7BB- AREVISION NON -BEARING FRAME CONSTRUCTION N NORTH ARROW BEARING FRAME CONSTRUCTION BREAK LINE ELEV BEAM HEIGHT CHANGE " ,... a. _ COVER SHEET SCALE: I�" GRAPHIC SCALE O'-O' F� FLOOR ELEVATION- *� �- NFL SLAB w 1 a J J N u.i d �Z j w � � Z O W z n Z i C^ J 0. w 0 c t 0 o_ 0 Z All 0 rr ^,om E + u .c UJ iY C v o V. T "wq 'fe Q Mr OEM mask T I F)R CONLI IdTIC co W z Ll con m C:)J ILL. FJi W O A 0 O con P4 W N Q J �W Y� 1/4" = 1'-0" U.N.O. p � ` PROJECT LOG ISSUED FOR PRECON 06-17-19 ISSUED FOR PERMIT 07-02-19 -4" 6'-0' 5'-0' 12'-0" 2'-9" 1- 4' 102'-8" 17'-11" 5'-11" 4'-11" 15'-5" 27'-10" '-4' o 4'-8" 6'-3" 7'-7" 7'-10" 6•-2e 6'-0" 6'-0" 6'-0" 3`-8" \7 \ A/C SLAB d C2 H12020 EAD ®tOG 0" I C2 SH 5 23 S 25 / HB H AD ®8'- HEAD ® 8'-0" HEAD ® 8'-0° N 00 co M — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — o T I / SEE DETAIL SHT. E-11 F1 F1 o i 6" \ FORM SHOWER PAN 1 1/2" F1 I `� // / F2 FRAME -OUT I "' t91 1-4" LARGER ON ALL SIDES // ELEC. k CHASE N FORM SHOWER PAN 1 1/2' It— THAN ACTUAL FINISHED // I ■ s, I°I—�-1 — DIMS. SHOWN HERE / 1 LARGER ON ALL SIDES THAN ACTUAL FINISHED 5'-2' 13'-2" 2'-4- // 29'-4" _ DIMS. SHOWN HERE N I v 21'-10" / / CONDENSATE UNE — — — — — — _ C3 4. UNDER SLAB I ■ • — i L_ ■ o " ■ • /I w NOTE: FORM GARAGE SIDE DEMISING WALL m¢ c� O O / I RECESS 1-1/2" SMALLER THAN ACTUAL I 0.1 n • 11'-4" NISHED 0D n FIDIMS SHOWN HERE " co of 4'-4" 5'-10" J 10'-2» 1'-10" FLOOR OUTLET W/ J 3'-0" 14'-10» / N o BRASS COVER o // 4• r ■ n 3 m of F1 � 8" W X 5-X".D RECESS ■ 8" W X 54" D RECESS FOR PAVERS (FOOTING FOR PAVERS (FOOTING _ DEPTH MEASURED FROM L . --� N DEPTH MEASURED FROM EX PASTSEDGE°OFEEP RECESS OPENING, TYP. BOTTOM OF RECESS) W/ 24'-6" - - - u I I BOTTOM OF RECESS) W/6° W X 3/4" D RECESS 0) 6' W X 3/4" D RECESS ETE BEHIND SLOPED " L--,� / J (SLOPED) FINISH EDAT RECESSGE OF CRTIP (SLOPED) \ to C2 22'-5 h_ --; o�® BEHIND SLOPED I ■ r L -88� — fl L-= O °Iiii i p i N I F2 F1 F1 I ^t-4 C3 SGL LITE ®� �O0 0 `I r11�—--L---- ---- ------ -- — — — — (♦ • m = I K. MONN CIS "' 3 i —r -- — — — — 0'-0" FlN. FLOOR SLAB H 24 C2 16080 OHD 8080 OHD idEA T-4" C2 C2" n . x m � I I 9'_1!" 9'_n" A'_n" 9 _n 1'-d= p$J N y F1 F_ o '�5 SH 26 W FG. ABV HEAD 4 10'-0" C2 ® I o I 104 I CV N 3'-2" 1, 2'-3" 2'-10" I 21/4"X1 0 N I 0 3 I a10 4'-61/2" F3 `° C4 F_ 1 HB o �� C2 � N I L r — J L — UNDER SLAB CHASE FOR ELECTRIC TO ISLAND 40'-11" NOTE: o � I ALL COLUMNS ARE C1 U.N.O. N ¢ F4 11'-4-4� o 16-8 T.O.B.B. LO CIO ■ ■ e� 3 I 14'-B" T.O.B.B. <D m I-" m I 8' SLOPE h —� a 3 �_PA RECESS PARCR -o Ir d3 ®Pi ■ 7 1 L— — d o — , • • n 1 ■ • Cc cd m M FLOOR OUTLET W/ F1 F4 11'-4" T.O.B.B. R BRASS COVER N ® io i'- " �B•B. 6'-0"5'-y 7'-2" x I 402TIG. _ ^ — — o HEAD '-O» ,11 C5 °s �—-------� co N F1 F� ® • e 10'-0" T.O.B.B. o 7 -9° I 4 -0 L -6 I o �5 LO F1 I= m _ e CD d U o A FORM SHOWER PAN 1 1 I 6" 13 d y47 LARGER ON ALL SID 0 I J • THAN ACTUAL FINISHED ■ C5 I I r DIMS. SHOWN HERE I I ■ • I F3-- ----- — --- —_-- — ----� ------------------�—� 0o 11' 11' T 9' N // I cV C4 �/ ■ ■ ■ ■ / ■ • • ■ ■ • ' ■ 4�i o I I SH 133 4020 FG L -J 5 SH // 'b811 HEAD 11 8'-0' HEAD 0 8'-O° A C SLAB 6'-8" 6'-0° 8'-0' 4'�-4" -1° 4'-11' 6' -0 4'-5" 2'-10" 8'-3" 47'-5" 1 NOTE: SEE SHEET A-7 FOR SCHEDULES AND DETAILS C4 o 7.-0' 13'-6" 7'-2^ 2.-0.. 9'-2" 25-10" i W J u J w Lu J Z z !_ Z w 8 M J` W j h ❑ LJ a J z e C o o a ❑ Z° Oa 0 0 O T3 y �o �5 n o �U+�, f 2 .0 Y, fo�� E o f aci o n U aci E E o 0 .2 c O --�� ;; o '�° L ~ NE Ho °>�' :3 c c c 0 = w 00�n 2MUl t LLJ 0 a � W LLJ T 0' C U �A] 0 Lu N 0 US, REVIEWED FOR o -.1 CODE COMPLIANCE oLU � f � ST. LUCIE COUNTY 1/4" = 1'-0" U.N.O. BOCC FOUNDATION PLAN Al AW 264 17'-4" 12'-0" 1T-11" 5-11" Iv I (2) GLASS SHELVES SH 23 48" A.F.F. 12020 Y Z SH 25 AA ( P) AB S 25 r 60" A.F.F. `r I (2-6020)O O(EG ESS} GOBS URE �(E ESE Frin; 5'-0" rm, _r 4'-0° 0 5 SH 5 _0 (2) GLASS SHELVES ELEC. PANEL w -4 N o TV WALL a ° T CLG. 48" 60" A.F.. A.F.. EWH O SEE DETAIL SHT. E-1 _n " T1L TO ClC N i i LINEN w a. I P_BACKING m FRAME -OUT ELEC. &CHASE T.O. aft-4" r� CVv O• n. 0 60" A.F.. o o TEMP WR ENC N y "Q4 a 3 "X8'0"B.F. a GARAGE SEPARATION PER / X O ® ¢ o o N Y 9'-4" CLG a F.B.C. INSULATION R302.6 R-11 PER ECALCS _ °° `o . BEDROOM 2 N a N BEDROOM 3 a ) 7 -4 " 3 -8 o < 2 mI 9'-4" CLG 9'-4° CLG. CROWN ��� o CROWN 2sao t}ATH 2 N 10 m • cLc 4'A', ¢ BAN1 -4" 12'-a' -0 12'-8" 2 * Lo 29'-4" 2'_4" 0 4¢ 4 o N 8 0 4X4 WD. POST 'n 1 o a 3 BAY GARAGE +7 N wI SEE STRUCTURAL O 9'-4" CLG '� ao ov_ml� ®cv12'-0" CLG T I J ¢ �.' Ll ^10'-2" N " FAMILY Bv.^ 3 ROOM CROWN DEP1H REF COUNTER N °O v 9'- CLG. 2880 20 M N. DR. -----------------� LINE OF OVERHEAD DOOR LINE OF OVERHEAD DOOR AETn LW. ¢ ¢ 'o" m w SEALS r'--------� qp N _ WALL BACKING10 NOTE:a `� SOAP pDISP SER BASE CABS TO BE o ®® c� o o = 36" - 96" A..F. ¢ I I ° y� Oy 4'_9" b - PLYWOOD BOXES BACKING ® 96" ) o m �Nr N o ¢ w NEN OPT. `-4 AT1fACH P T. 2X8 AB : GARAGE DOOR ATTACH P T 2X8 ABV. GARAGE DOOR I h q NOTE: A.F.F. FOR 42" 4" CLG. I PE MANUF. SPECS PER MANUF. SPECS----\ BUILD 36" HIGH ¢ r__ , r_ ' UPPF,R Cj4BINETS I a o W '-0° _ W vTR LAUNDRY I ® N I io KNEEWALL FOR 1 -8' IN IATt; _ Lo 3 - - ¢ 8'-0" L.T. Q ® LT. I i� ® PLUMBING AND :7 6. ELEC7ICAL -SEE [�° a POT FILLER ® 2880 6 N ° OF : M 1 = 9 -4 T.O. CABINET DWGS. I s 52" A.F.F. n a ¢ U ®® oI iA IO 0 o z J a �3 C — ® ® �® ®�2 man N 1 = w 'm 12'-0" CLG. 3 < BREA FAST - Q z �� — - I 1- v> 3,�16080 FL T ARCH ®8'-0" '-4" FLAT RCH 10'-9" _ '-4 H 24¢ OHD O 8080 OHD O c� m SUPER KITCHEN 1 1 3 a> (SPRING Vl " = z CRCCONVENIENCE PACKAGE I I I m Y� 0 TOP ®8'-6" I r 10P wg"^— — — — — — 2-1jT 8'-B° 16'-0" 2'-0" B'-0" 2'-0" -4¢ _ a ¢ r--w I L — S� ® I I T ^ _ 25 L - cjz 12'-0" CLG x�� 1 10'-4" TO 11'-4" COFF. CLG �r \ 40'-11" u PouHELF ® = ; om KITCHEN®® DINING 9-0 OVER �f-+ ADDTL CHIM EY o N ?2 PANTRY r� CROWN w� BACKSPLASH <z wa� ROOM iTi ` 9'-4" T.O.B.B. 11'-4" T.O.B.B: 71) w I 8" I CROWN 2,-1" 5'-8' 2'-4" I 3 -4" OD o I SH W o OVEN DELETE STANDARD 4 4 _ _— - - 16-8 T..0.R.B. M ABV. N PAN Y MICRO BACKSPLASH FLAT -ROUND FLAT -ROUND— — _ J — ® • • °o CDANS — ® U SPRING 08'-0". TOP ®9'-6" — FLAT ARCH N OPENING ABJTJ SILL 040" A.F.F. ¢ o I SPRING 0 8'-B . 9'P A.F.F. IT ® TOP ®9'-8° FFAF%0' .F.F. TO 10'-8" A.F.F. — — — `�" -10' 6" 1'-8" 3'-6"col Al L WALL CAP3 S UARE CORNER BEAD ACTIVE = 14'-8" T.O.B.B. I 3'-2" 2'-3' 2 -10" 2'-1" 5'-8" 1'-8" BV '� I I It Ir ROWN ¢ F CoV RED A =�I ���I ; < I a °H> FOYER E L TRY 1 ( A ¢' ®� o �; s -a° CLG. — - - - - w A4 13'-0' > 3'-8° 13'-4"108 aCROWN r 14'-4" CLG. w a 3(ABO MAIN SLAB) I 3'-8"N"2,-1"5'_8"1'_8"-- IB - - - - - 14'-8" T.O.B.B.A4 16-8 T.O.B.B. 17-0" CLG. BV. `� $ I 12'-0" CLG. 0 �Lw. LIVING ¢ — — COVERED P ROOM z O °° 1 0 PATIO 3 CROWN x l o °O AT -ROUND SP ING ®8'-0" 0 2' 0" o I I 1 io 3'-1" 4'-6 1/2" 'v= J of a o a ®� �PR 2080200 ® (ACTIVE P 0 9'-6" ,N — ¢I m 'co 1 <®�� co _IX r-- --� ® I I N 2 -0" _ �' - - 16'-8" T. o 9 HB 5 $ "1 LJ F AT ARC . 13 -1 I .B. 11'-4" T.O.B.B, i a ® v°5 u�- SPRIG ®8'-0 I DEN 0 11'-4" T.O.B.B. o I — o 10'-4" TO COFF. CLG. I " B. CROWN m v i�j 5'-1 7'-2" — 12'- " L 1 I sus y 4 �OOo o N 10'-0" CLG r - - - - ;� " 2' 0" 10'-9" G 402 F Q HEAD 0" 10'-0" T.O.B:B. 1 I B�L� _ _ TV WALL - - - I r 22"x� I -1 WALL /It %- �AZKN� IS I B KING �°— — / DIMENSIONSR t ®60° A.F.F. \ W/SW. T. 1 o 1 60 A.. _ o �" co ao NIONBFOR BCKIHALL DROP 6'-4" WIDE BY 4'-0" DEEP. N 10'-0" T.O.B.B. 1 w ^ I I o w I a N N 0 m= N ® IN 2 GLASS SHELVES 48" A.F.F. I N I I o . 6'-9" m 4'-4° 2880 2'-10" ¢ 71LE TO CLG. =9 " 7 1 ICHE / FLAT ARCH 3'-6"io T-1 8" 17'-8" 0 6 I ~ c' ® N 1 10'-0" TO 11'-0" COFFER CLG. I o SILL 36" A.F.F h ry 10'-0" CLG 3 ¢ q � � U BV. y `o I I 10'=o CLG. N O I MASTER °(!i SPRN '-�T P ®8'- 68 ¢ w w ¢ 10'O t7S ci LG. LW. 1 M 1 I SUITE A BATH x 3 ` O ® CROWN / INCLUDES COFFER N I LINEN N N A7 BOTTOM OF ® = ` R ¢ � o- — — — — — — — — — / a" 3' 4 a SOFFlT, TYP. � ��m HERS 11'-3" I4 N — — — — — — — — J M 1✓ "� `� RAINSHOWER HEADS It 00CN I 4'-5" 2'-10" 1 BH+ o CHASE M N L A/C U R-11 FOR SOUND INSULATION 47'-5" OTE: EE SHEET A-7 FOR SCHEDULES AND DETAIL`. 90'- K 4020 FG HEAD ®I8'-0" 0 v BATH KNEE WALL AND OF SOFFITS FOR SHOWS PROJECT LOG ISSUED FOR PRECON 06-17-19 ISSUED FOR PERMIT 07-02-19 W < Lu a Lj J D LL LL W Z Z y H N o Z (> � � 0 a n Z z Oa 0 c gn m �gn' y m U QJ n 0 Ln c aj > O - = = d 49 -0 Ci a a E o_e o`Fo E E o' 12 2 E 2 c cm- V L s. �� (�Q i Ln O 1- Q cn C C Lon CU Lu E z o0 n= O 0 Lu a � � Z W m J o LL- o Z [-0 0 0 O CAA W 0 W / N U � J Lu ~ REVIEWED FOR 1 2: U) 1/4" =1'-O" U.N.O. CODE COMPLIANCE ST. LUCIE COUNTY FLOOR BOCc �. PLAN if Product Submittal Sheet vinyls com 6000 NW'79th Place -P 305.477,6464 Ci.arkwestern DietrichHuilding Systems Lti; Miami, Florida 33168 F305471:4108 Soffit Vents (One Piece) } Continuous one-piece Soft Vent with reinforcing rib to key into stucco &amp; plaster. r, F ta�a�r 1(IIjIII Il I £�� a Ei'IEI€Edl41 �g y�, 6/8" 3" wide vent (one piece) 6" overall width, perforated flanges 15 , 3 Soffit Vents -Continuous one-piece Soffit Vent with reinforcing no to key into stucco &amp; plaster. Vent Clips are provided to connect Soffit Vent and to assist in alignment. Vent area: 15 square inches per lineal ft. Car I all intersections, butt jolnls, ends and corners at time of installatlon. Product Submittal Shut VINYLcoonp* A 0h,1kosle vinylcorp, arm 8000 NW 79th Placei P305477.64&4 CArk*W11 f°Ciarkweaern Dietrich Building Systems LLC Miaml, Florida 33166 F305477.4108. Mid Wall (M Style) Control Joint Designed to relieve stress and assist in controlling cracks in exterior wall finish. Intersections of Ts available. 1678-60UL 718"x112" 3-112" solid flan e, 1-V4" perforated flange 16 Mid Wall Control Joints- Desianed to relieve stress and assist in controlling cracks in exterior wall finish Intersections of Ts availah, US Patent Number 7,757,450 Caulk all intersections, but joints, ends and corners at time of installation "S BARREL CONCRETE 77LE 90/ FELT SELF-ADHESIVE UNDERLAYMENT OVER 301 FELT TIN TAGGED TO EXT. GRADE PLYWD. SHEATHING (SEE DIAPHRAGM SCHEDULE FOR TYPE & NAILING PATTERN) PRE-ENG. WOOD ROOF TRUSSES 12 024" 0/C TYPICAL 6 STUCCO BAND W/ FOAM MOLDING 1 1 / 10 01imill10 I�1�I�lAIAI ■■■■■■ III UM1JL1L11 II I I r` I 0'-0" FIN. FLOOR SLAB " D.P - +33.6 PSF -37.5 PSF ATTIC VENT CALCULATION: (SQ IN) ROOF AREA CALCULATED 0 4,227 (SQ.FT.) x 144 = 608,'688 SQ IN. / 150 = 4,057 SQ. IN. REQUIRED NET VENT AREA / 15 SQ IN. PER LINEAR FT. (271 LF) VENT = 4,065 SQ. IN. TOTAL NOTE: CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF VENTS W/APPROVED GALV. TRUSS ANCHORS EA. END INSULATION 6" STRIP D-226 #30 FELT PER ENERGY CALL jl SEE PLAN/ ELEV J RAT RUNS PER TRUSS MANF. GALV MTL. DRIP ON 1 X2 P.T. 2x8 PAINTED TEXTURED SPRUCE FASCIA CEMEN77TOUS FINISH ON METAL LATH ATTACHED TO LEDGER & 2x4 BLOCKING W/ 3' CONTINUOUS VENTS ALL SIDES (TRUSS CO. TO PROVIDE FLAT SOFFIT) MEDIUM TEXTURE DECORA77W CEMEN77TOUS FINISH OVER 8" CONC. BLOCK NOT TO EXCEED 5/8" THICKNESS R 4.1 FI-FOIL BETWEEN STUDS 0'-0" FIN. FL. SLAB io 5 " DRYWALL OR 1/2" "TOUGHROCK" (OR EQUAL) APPLIED TO J UNDERSIDE OF TRUSSES FIRE STOP CONT. 8046" MASONRY BOND BEAM W/ 115 CONT. TOP & BOT. - FILL W/ CON( CONT. METAL POUR STOP 1/2" DRYWALL IX2 P.T- FURRING 0 24" 0/C EXTERIOR BLOCK WALL TO BE WOOD BASE FIN. FLOOR TO BE 18" MIN. ABOVE CROWN OF ROAD MIN. MONO. CONC. F0071NG SEE FOUNDATION PLAN FOR NOTES & DETAILS • • •' ..III_ -_III III_ TYPICAL ONE STORY WALL SECTI SCALE 3/4 = IT - °--6 -0" ° I U I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 .4 _U__j LLI 11 D.P.= +33.5 PSF DZ+33.5 PSF O-42.5 PSF (I 1 1 -42.5 PSF ON -- ° I I I 12'-0" T.O.B.B. - I I I I l I I 9'-4" T.O.B.B. I I 1 I I I I I I I MED. TEXTURE I D.P.= +35.2 PSF j STUCCO, TYP. AM PSF X I I � 0" FIN. FLOOR SLAB I 12 6 0 I 00 11 D.P = +33.8 PSF (G 1-36.8 PSF D�.P = +33.5 PSF N 1 ( -36.3 PSF (AROUND CORNER) D.P.= +33.1 PSF �r6.4 PSF \\.� (D 0 12 -*--<6 0 i m D.P.= +35.2 PSF @ -38.2 PSF I I I I I I 12'-0" TO.B.B. 9'-4" T.O.B.B. D.P.= +31.3 PSF D.P - + PSF D.P - +3 . PSF O-34.2 PSF n -35.2 DECORATIVE AD -36.6 PRECAST C° UMNS FRONT ELEVATION-S�I���YRRANEAN 12 6 +33.2 PSF -36.2 PSF I 1 I 1 I I I I I I I I I I I MED. TEXTURE STUCCO, TIP. PROJECT LOG ISSUED FOR PRECON 06-17-19 ISSUED FOR PERMIT 1 07.02-19 V^..I o W Uj u d W z J j Z z W K N LL li Ul U rn F z J Q a o Z o Oa 0 0 cn c c �ro cco y _T O CL o V1 -05 a� QE779 o n � a'j cn o rc-o cc7£.8-o ro E M a c � � � w E E o 2 o E'er °'s Ln Cull o� `~ E q1 c O S vi a� o +� C Ems;' �x ZS�M �5 I II'-4" T.o.B.B. I 10'-0" T.O.B.B. 7 9'-4" T.O.B.B. Z a" V E I - to p G� t UV11 - D.P = +30.0 PSF n -33.4 PSF D.P.= +33.2 PSF D.P.= +33.2 PSF 36.2 PSF O 36,2 PSF -- °=-6' _°" --� I I _ , I I I I I I I ® ® El C-4 D.P.= +35.2 PSF O -38.2 PSF o I (O D.P.= +33.5 PSF O-36.5 PSF I I I I I I I - I D.P.= +35.2 RSF 38.2 RSF K 4'-0" I D.P.= +32.3 PSF j ES 36.0 PSFor _ ' N'-- -- -- --- LU C �L C D.P.= +30.0 PSF D.P.= +33.5 PSF 1/ 0-33.0 PSF-36.5 PSF 0 = REAR ELEVATIONLO 04 I i I I I I I I I I ICI ��� ��� ICI ICI ICI _ ICI lot ��� ICI M M 0 W REVIEWED FOR � ii CODE COMPLIANCE W-) ST.`LUCIE COUNTY W w BOCC o LL C5 0 M 12'-0" T.O.B.B. IrikI �-- M W O O W 9'-4" T.O.B.B. N 1 Q J W 1/4" = V-D" U.N.O. ®EI®EIM® MIME]ELEVATIONS EIM ® ® ® ® ® ® ® �� y, III�I��II�I � 0'-0 FLOOR AB RW=264 D.P.= +28.5 PSF D.P.= +29.9 PSF I -32.1 PSF -37.8 PSF r LEFT SIDE ELEVATION "' - I I I I 3'-0" 1 I 5 0 bl"I L. I' o o O.P.= +3.2 PSF `I•' AA -38.2 PSF j; 00 a0 D.P.= +34.3 PSF D.P.= +34.3 PSF PROVIDE CEMENTITOUS 1 FINISH PRIOR TO AB 37.2 PSF - - - - - 0-37.2 PSF - - - - - - - - METER INSTALL O D.P.= +33.5 PSF AC 36.5 PSF STUCCO ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MAN'F. (MAX. 8' O.C) -- a--s-_Op I I I I I I 4' I' I I I I I I I I I I I I t I I I I I I I . A D.P.= +31.9 PSF 34.8 PSF O TYPICAL INSTALLATION 11I.NDOW ASSEMBLY *CONTRACTOR TO APPLY TO ALL SIDES OF MASONRY OPENING INCLUDING HEADER .AND JAMBS PER FBC 2017 703.4 FASTENERS AS REQUIRED UQUID APPLIED FLEXIBLE CONCRETE Y WINDOW MANUFACTURER FLASHING WATER PROOF PRODUCT TO MARBLE SILL CAULK MEET AAMA 714 APPLY PRODUCT DIRECTLY TO CLEAN CONCRETE SUBSTRATE PER MANUF. SPECS w° A WIrvUVYY Irv°IALLN ITV MORTAR OR °. GROUT.. ° A. 1/2" ° ' ° ° e ' SET SILL IN FULL DRYWALL ! ° ' ' .° MORTAR BED AND HEAD JOINT STUCCO OR DECORATIVE e ° -CEMENTITIOUS COATING °.. 3/4" .FURRING TO 4 MASONRY WALL 8" C.M.U. C i e ° PRECAST SILL DETAIL CONCRETE WATER PROOFING APPLICATION 12 6 PRE ENGINEERED WD. TRUSSES ® 24" O/C TYPICAL -� f0 I o° 4 OPEN TO OPEN TO o KITCHENDO N KITCHEN o to `- 0 I N D.P.= +34.1 PSF 37.1 PSF 12'-0" STUCCO ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MAN'F. (MAX. 8' O.C) -8" T.O.B.B. 1 I I I I I I I f I 00 g 11'-4" T.O.B.B. r 10'-0TO.B.B. 9'-4" T.0.O.B. I I I I 0'-0" FIN. FL SLAB RIGHT SIDE ELEVATION PROJECT LOG ISSUED FOR PRECON 06-17-19 ISSUED FOR PERMIT 07-02-19 Lq a m rn LI J a =LLi r LL Z Z o N W F �o n cam o 5 rn n o 0 ML , G� L�� O g o a 3 o x w cu chi 07i O 'fu N 'a C x � OJ o to o CD ,., -o -o � E n y o ra 0 o d E E 1 " -- L -� --- 16'-8" T.O.B.B. o f .2 o 1:; s o t an U fir-, rn+ a c 0 = I I I I rn w rn y O di GJ E�� I BCD O v o 12'-O" T.O.B.B. o 1_� I I I I 9'-4" TO.B.B. z "a , - 41, 0. 0 04 ARCHED IE r OPENING i` TO OROOMG 00 ®®®®®®® I ®�®� LCJ LIVING ROOM FOYER C V. ENTRY ®®®®®® ® ®� 0 ®ki - 0' 0" FIN, FLOOR SLAB u" = Lu D.P.= +31.9 PSF "" < C 0- SECTION PSF SECTION A -A ©m j � rI x� � q LO 1x2 MIN. P.T. BUCK SET IN PANEL ANCHOR FRAMING CONC. OR MASONRY CV SEALANT AND NAILED W/ ATTACH W/ 3(,16" xi-3/4" STUCCO FINISH 1-1/2" CASE HARDENED COIL TAPCONS SCR WS 0 8" O/C PERIMETER SEALANT T. ALUMINUM FRAME CONC. OR MASONRY 2x P.BUCK RIPPED TO NAILS AT 12" 0/C. MAX. SECURE FRAME TO SILL FILL SPACE W/ WIDIH OF DOOR JAM � CONC. OR MASONRY WITH SILICONE EXPANSION STRIPS 1x6 P.T. BUCK SET IN SET IN SEALANT FASTEN C. OR MASONRY SEALANT AND NAILED W/ 1/4' DIA. x 3-1/4" c qc CAULKING W/ / 1-12' CASE HARDENE b TAPCONS 3' FROM E.E. ° q0 q0 MAX.INAILS AT 12" 0/C, dOo o Q o AND 6' 0/C MAX. 7r--AII)MlNIJM WALL BOARD 4O0 ° DOOR TRIM KING o • Oa o 80 `0 0 ln— DRYWALL BOARD DRYWALL BOARD DOOR FRAME FRAME, FASTENCAULKING CAULKING FASTEN TO BUCK W/ TRUCTURE THRU BUCK PRECAST OR POURED (2) #6 GALV. x 2" 3 16" TAPCON SCREWS GLASS BLOCK 0/C: MIN. 1-1/4" EMB D SILL W/ 1 �5 BAR DOOR FRAME SCREWS ®2'-0' 0/C PERIMETER SEALANT PERIMETER SEALANT FASTEN TO BUCK W/ DOOR TRIM IF GARAGE DOOR VERTICAL REINFORCEMENT METER SEALANT (2) 3/16"x2-1/2" TAPCONPERIMETER SEALANT REQUIRED, ADD (1) }' A.B. TO EACH SIDE OF THE CO FINISH SILL DETAIL (WINDOW) STUCCO. FINISH SCREWS (S. G .) STUCCO KNISH BRACKET THRU THE HORIZONTAL 2X P.T. HEADER, HEAD DETAIL (WINDOW) HEAD DETAIL (GLASS BLOCK) JAMB/HEAD DETAIL (S.G.D.) 4" MIN. EMBED MAX. 6" FROM EACH SIDE OF THE WINDOW ATTACHED CCORDING TO FBC 1707.4.4.2 WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 HEAD/JAMB DETAIL (DOOR) BRACKET. ALUMINUM FRAME, FASTEN PANEL ANCHOR FRAMING DRYWALL BOARD CONIC COLUMN TO STRUCTURE THRU BUCK ATTACH % 3/16' A-3/4" GONG. OR MASONRY DOOR THRESHOLD SET WEATHER STRIPPING W/ 3/16" TAPCON SCREWS TAPCONS 3SCREEINS 0 8' O/C DOOR FRAME FASTEN IN BED OF CAULK & BY DOOR MANE. 0 12 0/C. MIN. 1-1/4" EMBED FILL SPACE W/ TO BUCK W/(2) 3/16"x FASTENED TO SILL W/ GARAGE DOOR GLASS BLOCK EXPANSION STRIPS /8 x 1 1/2' SCREWS 2-1/2° TAPCON 0 8. O/C GALV. SQL. VERT TRACK PERIMETER SEALANT SCREWS 0 2'-0' O/C BY MANF. FASTENED TO CAULKING PERIMETER SEALANT STUCCO FINISH 1L CAULKING / CONC. OR MASONRY GLASS BLOCK W/ FLOOR COVERING TRACK BRACKETS W FLOOR COVERING � BOLTS114'�-20x112' LOCK CARRIAGE iz2 MIN. P.T. BUCK SET IN LADDER -TYPE REINF. BOLTS &LOCK NUTS SEALANT AND NAILED (}Q0 o " ` " '"' . ° M ° o ACK . ° BRACKETS FASTENED W/1-1/2" CASE HARDENED ° o°O O° PANEL ANCHOR FRAMING O o2 Oa°0 6 TO WOOD JAMB G COIL NAILS AT 12" 0/C. � ATTACH W/ 3/16" x 1-3/47600o >�MAX. o TAPCON SCREWS 0 8' O/C 3/16 xt i/4" LAG SCREWS GROUT BED CONC. FLOOR SLAB 2x8 P.T ATTACHED TO DRYWALL BOARD PRECAST OR POURED PERIMETER SEALANT PERIMETER SEALANT MANII's METHOD OF COLUMN W/ 5/8""WEDGE CAULKING SILL W/ 1 �5 BAR CONCRETE SLAB ATTACHMENT S%MLL ANCHORS 0 2 -0 0/C VERT. MORTAR STUCCO FINISH STUCCO FINISH pHEVaI WHEN SuBMiT1ED 6" MAX FROM ENDS) AND JAMB DETAIL WINDOW JAMB DETAIL GLASS BLOCK SILL DETAIL S.G.D. w coMPLE>EWSTRucn0Ns (WINDOW) SILL DETAIL (GLASS BLOCK ( ) ( ) SILL DETAIL (DOOR) 2"FROM INSIDE EDGE OF2X8 WINDOW ATTACHED CCORDING TO FBC 1707.4.4.2 WINDOW ATTACHED ACCORDING TO FBC 1707..4.2 WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 JAMB DETAIL (GARAGE DOOR) NOTE: IN THE EVENT THAT THE R.O. IS LAID OUT LARGER THAN THE PROPOSED OPENING ON PLANS. THE CONTRACTOR SHALL BE ALLOWED TO SHIM THE OPENING, USING A COMBINATION OF 2x & lx PRESSURE TREATED LUMBER. THE FRAMING SHOULD BE SECURED TO THE BLOCK USING THE PROPER TAPCON LENGTH, DIAMETER & SPACING FOR MINIMAL EMBED REQUIRED AS NOTED PER PLAN. Lu z a W w m _J O ILL ' ` v O r� M A p u REVIEWED FOR � Lu CODE COMPLIANCE 17�4 0 ST" L CIE COUNTY ' BOCCi _j Lu 2: (n 1/4" = 1'-0" U.N.O. SECTIONS A_4 N 26 i '4 PROJECT LOG ISSUED FOR PRECON 06-17-19 ISSUED FOR PERMIT 07-02-19 NOTE: SEE SHEET A-7 FOR SCHEDULES AND DETAILS go.. T.O.B.B. LO.B.B. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR C.M.U. GROUT #5 REBAR REINFORCING PROVIDED IN LINTEL (VARIES) 8F24-1B/1T 8F30-1B/iT LOTT'S LINTEL BEAM SCHEDULE 1B/FT LINTEL LENGTH ALLOWED LOAD APPLIED LOAD ALLOWED UPLIFT PPLIED UPLIF7 LINTEL SPECIFICATION 1 5'-4" 1733 0 1135 0 8F8/1BOT 2 5'-4" 8882 191 3939 132 81720/i13iT 3 5'-4" 9082 285 4819 144 8F24/1B1T 4 4'-0° 10000 921 7184 401 8F40/i13iT 5 7'-6" 693 0 1 525 1 0 1 8FR6/iBOT 6 7 -6" 2882 645K7184. 243 8F16/iBiT 7 4'-0" 10000 213199 8F40/1B1T 8A 11'-4" 4506 130114 8F36/161T 8B 11'-4" 4506 130114 8F36/1B1T 9 4'-0" 10000 213 199 8F40/181T - 10 5'-4" 1D000 1046 445 8F40/1B1T 11 4'-0° 10000 603 266 8F24/iB1T 12 17'-4" 1413 518240 8F24/1B1T 13 9'-,v 3868 518 240 8F24/iBiT 14 5'-4" 1773 0 0 BFB/1- 15 5'-4" 8882 212 143 8F20/iB1T 18 4'-0" 10000 330 130 8F26/iB1T 17 4'-0" 1 8859 1 330 1 5572 130 8F16/l T 18 4'-0" 8859 164 5572 64 8F16/1BiT 19 4--0" 1 8859 1 164 5572 64 06/i131T 20 13'-4" 2047 1 289 -866 135 8F24 iB1T 21 4'-0' 10000 1 250 7184 100 SF48/iB—IT ' 22 4'-0" 10000 250 7184 100 8F46 161T 6288 1037 2436 484 8F24 iBiT 10000 705 7184 295 8F46 1B1T 10000 1507 7184 603 8F24 iB1T 064'- 10000 705 7184 295 8F24 1B1T 10000 0 7184 0 8F24 1B1T 504 0 396 0 8F8/1BOT 1171 1043 555 557 BF1'6.1B1T 30 4'-0° 3429 86 4771 380 �1 31 7'-6" 6288 2 2436 1122 F24/1 1T 32 24'-0" 546 4 251 172 8F16 tT d - 33 9'-4" 1 4899 12 2197 80 $F4 /1B T 34 14'-8" 1 1079 19 477 485 8F / 35 9'-4" 2000 1 1027 114 36 4'-0" 3429 15 4771 72 22 i- -' 37 3'-6° 10000 37 7184 177 41 8F24 I T, - 5-4° 1 9082 285 4819 1 8F24 BIT W $ LL a LU W = N w ,LL M i3 W Z Z & ?� r N N Z ^ d N Z0 0 a M c o "a p rn a c -o `° ru c m E vi Cmo c� N 0 d p c � S p .E : c a a� E E E 2 vo o p n ` m Ha� E O (] t� c Cr) r 0 --r 0 E 0110-1 (" Cf 0 L17 I-w`V C - u v- ' r r. k 0 C4 r` REVIEWED FOR ST. LUCIE' B0 C ci2 0 W z d ccon W z W C) O J LL V O` O FT - re) It .�. 0 u cf� w 0 W u N Q J W 1/4" = P-0" U.N.O. FRAMING PLAN A.5 PROJECT LOG ISSUED FOR PRECON 06-17-19 ISSUED FOR PERMIT 07-02.19 w a M 0 tp rn o w J a W W Z n w LL U Q a � � Z c 0 0 a 0 at O O Ol i C C O O U '� 0 s m E `n c0 3 = T o' y ro ,�, rc c E Y3 � fo n- n. � N 0 w E E oc tg c _ Ln c c o �r o a�i o �" o cn cn c c = 0 0 E O~� rho N Z d L NUN 1 I-oll'AM X- , BOCC .wo.�o� S f� CONC. OR MASONRY FIBERMESH OR t•. I# COLUMN WELDED WIRE MESH MATCHING DOWELS SEE FOUN. NOTES Ij ,,jl, 48 BAR DIA. MIN. GRADE W STD. HOOKS FOOTING REBAR II: ' SEE F007iNG SCHED. ,II' 11'1 II li II w PAD REBAR EQ. EQ. SEE F0077NG SCHEDULE EDGE BARS ALWAYS SCHED. SEE SCHED. REMAAN. SPACE 07HERS EQUALLY TYP. EXTERIOR CONT. O O ISOLATED PAD MONOLITHIC FOOTING 8' I_ MATCHING DOWELS FOR COLUMNS 48 BAR DIA. MIN. W/STD. HOOKS FIBERMESH OR W.W.M. 1-15 CONT. 3" MIN. COVER 10" . 34 THICKENED EDGE #1 {° .: CONC. POURED FILLED -+ " --- CELL W/ STL. PER PLA WOOD POST. FIBERMESH OR r SEE FRAMING FRAMING PLAN WELDED WiRE MESH AF007ING FIBERMESH PAD REBAR OR W.W.M. SEE FOOTING SCHED. EDGE BARS ALWAYS REBAR DOWELL & 'EPDXY (1) #5 REMAIN. SPACE SCHED. SEE FOOTING SCHED. OMIT CENTER BAR WHEN REBAR INTO SLAB OTHERS EQUALLY. ONLY (2) Rl FILLED CELL LOCATION W, 38 EXT. CONT. MONOLITHIC 4° MIN. EMBED: INTO SLA w x ° •$ 4c EQ. EQ. SEE SaiEDULE O IN . MONOLITHIC PAD MASONRY WALL BEYOND PAVER RECESS CONC. BRICK PAVER SET IN SAND SLOPE PER SURVEY CIC FOOTING SEE SCHEDULE OVERHEAD GARAGE DOOF CHID RECESS 20" DRIVEWAY / GARAGE INTERSECTION COLUMN SCHEDULE MARK SIZE TYPE DESCRIP71ON 8x8 CONC. BLK. W/ 1 FULLY GROUTED CELL W/1-15 VERT. C-1 BLOCK AT 8'-O" 0/6 MAX OR AS LOCATED ON PLANS. 8xi6 CONC. BLOCK W/2 FULLY GROUTED CELLS Wll-15 VERT. EACH CELL C-2 BLOCK AS LOCATED ON PLANS 8x12 C-3 BLOCK CONC. BLOCK IN FULLY GROUTED CELL W/ 2-15 VERT. EACH CELL 12X12 C_4 BLOCK CONIC. BLOCK iN FULLY GROUTED CELL W/ 4-15 VERT EACH CELL IRREGULAR 45' M17ERED CONC BLOCK IN FULLY C-5 BLOCK GROUTED CELLS W/ 2-15 VERT. 4"x4" C-6 WOOD POST PROVIDE STEEL BASE AND CAP AS N07ED ON DETAILS FOOTING SCHEDULE MARK SIZE WxD REINFORCING DESCRIP77ON DETAIL NO. 1 F-1 20" X 18" X COAT W/2 15 CONT. BIM. EXTERIOR MONOLITHIC 1 F-2 20" X 18" X CONT W/2 15 CONT. BTU. EXTERIOR MONOL17HIC WITH CURB 38 F-3 3'-0" x 3'-0" x 12" W/3 15 E.W. BTM. ISOLATED PAD 7 F-4 3'-O" x 4'-6" x 12' W/ 15 E.W. 3TM. 0 12" O.C. ISOLATED PAD 7 F-5 2'-6" x 2'-6' x 12" W/3 15 E.W. 8TM. WOOD POSTRIOR 6 7E-1 f0" x DROP x CONT. W/115 CONT. THICKENED EDGE AT DROP 34 (2) #10 S.M.S. TOP & BOTTOM 0 EACH STUD FINISHED CEILING - SEE TYP. WALL SECTION 2x6 BLOCKING G CABINET LOCATIONS. FASTEN EA. END TO STUDS W/ (2) #10 S.M.S. EA. END 25 GAUGE CHANNEL SHAPED STUDS- 24 STUDS 0 24X40%) W/I FULL LENGTH LAYER OF 1/2' TYPE GYPSUM WALLBOARD 0 APPLIED VERTICALLY & ATTACHED W/ 1" LONG BUGLE HEAD SCREWS TO EACH SIDE G 12" 0/C CONT 25 GAUGE METAL TRACKS TOP & BOTTOM CONC. FLOOR SLAB HIL1] PiNS .145" DIA x 1" LG 0 16" 0/C W/ i" WASHERS TYPICAL INTERIOR PARTITION ALONG CABINETRY BACKING SCALE 3/4" = i'D" It NOTE: THIS TYPICAL DETAIL TO BE USED WHER CONDITIONS MAY OCCUR BASED ON TRUSS DESIGN AND FIE D CONDITIONS 11 TYP.TYP. TYP. RIDGE CAP & ROOF MEMBRANE 2x RIDGE BOARD (2) SIMPSON H10 CLIPS ON 1, SIDE OF TRUSS STAGG. & ATTACHED TO 2x6 'iCATS 0 24" O/C BETWEEN TRUSS RUN PRE (ENGINEERED ROOF DIAPHRAGM SCHEDULE (FASTENING REQUIREMENTS PER R 803.2.3.1) DIAPHRAGM NAILING DIAPHRAGM ZONE i ZONE 2 ZONE 3 PANEL FRAMING BOUNDARIES EDGE INTER. EDGE INTER. EDGE INTER. LOCATION PANEL GRADE THICKNESS SPACING REMARKS ROOF APA RATED SHEATHING EXPOSURE 1, OR EQUAL SPAN RATING 40120 19 32' 24" C/C MAX. 8d RING- SHANK 6" 0 C 8d RING- SHANK 6- 0 C 8d RING- SHANK 6- C C 8d RiNG- SHANK 6" 0 C 8d RING- SHANK 6" 0 C 8d RiNG- SHANK 4' 0 C 8d RING - SHANK 4" 0 BLOCKED AS 1 SHOWN ON PLAN EXT. WALL APA RATED SHEATHING EXPOSURE 1, OR EQUAL SPAN RATING 40120 19/32 i6" 0/C MAX. 8d RING- SHANK 4" O C 8d RING- SHANK 4' 0 C 8d RING- SHANK 6" -0 C NAIL CORNER STUDS AT 4' 0/C MAX TYPICAL BLOCK FREE EDGES IN WALL APA RATED SHEATHING EXPOSURE 1, OR EQUAL SPAN RA TING 32 16 15/32 16' 0/C MAX. 8d RING- SHANK 6" 0 C 8d RING- SHANK 6" 0 C 8d RING- SHANK 12" 0 C BLOCK FREE EDGES TRUSSES SEE FRAMING RING —SHANK NAILS TO HAVE THE FOLLOWING DIMENSIONS: PLAN i. 0.113 INCH NOMINAL SHANK DIAMETER 2 RING DIAMETER OF 0.012 OVER SHANK DIAMETER J. i6 TO 20 RINGS PER INCH 4. 11 INCH FULL ROUND HEAD DIAMETER FIELD FRAMED RIDGE DETAIL 5. 2 INCH NAIL LENGTH MISSED COLUMN STL. DETAIL /5rA6olk �` /OPEN TO �FIRAI ET /OPEN TO LL SHOWER �-,7-01- BEYON� -AMA.- \�� N\ LL SHOWER J m � I .BEYOND -I 0 p I TYP. HOLLOW. MASONRY BLOCK RUNNING BOND PER PLAN ;ONC. SLAB & MONOLITHIC' r OUNDATION PER PLAN IMPACT / LOW E GLAZING AT WINDOWS AND SLIDING GLASS DOORS a: EDGE STRIP DEFINED AS THE LESSER OF 10% OF LEAST HORIZONNTAL DIMENSION OF BUILDING OR 40% OF HEIGH H BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OF BUILDING AND ---_____r - AT LEAST 3 FT l \ 2 \ ---- Ir 1 ��. I O i 2 H - I 1 OI \\♦ �\ 3 NOTE: SEE DIAPHRAGM 2 2 I i'<� I i SCHEDULE FOR ROOF ZONE / �\ NAILING REQUIREMENTS -c; ROOF ZONE DIAGRAM TRUSS CONNECTOR SCHEDULE FASTENERS PER ALLOWABLE UPLIFT PARALLEL LOAD (F2) PERPEND. LOAD (F1) MARK USP CONNECTOR TRUSS 71E-BEAM OR WALL SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP TC-1 TA 12 (5) 10d x 1-112" - 990 1 1980 1 3351 670 1 245 1 490 TC-2 TA14 7 10d x 1-1 2" - 1205 1 2410 1 335 j 670 1 245 # 490 TC-3 HTWM16 8 tod x 1-1 2' 4 1 4" x 1-34' WAB. 12251 1225 1 - 1225 1- TC-4 HTA16 (9) 10d x 1-1 2' - 1870 1 2430 1 710 1 13101 270 1 1215 TC-5 HTW20 20 10d x 1-i 2" 24 10d x 1-1 2" 1530 1 - - - - 1) ALLOWABLE LOADS ARE BASED ON USP CATALOG 2015-16. 2) BLDR MAY USE LONGER STRAPS OF SAME TYPE SPECIFIED. 3) USE GALVANIZED NAILS OR WOOD SCREWS AS SPECIFIED BY MANUFACTURER. 4) TAPCONS SHOULD BE LOCATED AT THE FARTHEST POINT FROM THE TOP OF THE BEAM. ar ALL WOOD TO WOOD CONNECTIONS SHALL BE USP HTW20 FSAC A INTERIOR ELEVATION - 12 A7 IN. MASTER BATH AC CONC. PAD DETAIL N.T.S. N.T.S. FINISHED CEILING (2) 110 S.M.S TOP & BOTTOM 4 EACH STUD FINISHED CEILING - SEE TYP. WALL SECTION 2x WD BLOCKIN( EACH SIDE OF h FOR MOUNTING 2x MTL. STUDS TYP. FINISHED FLOOR TYP MEDICINE CABINET CONT. 25 GAUGE METAL TRACKS TOP & BOTTOM W/ (1) #10 SMS 0 24" O/C 25 GAUGE CHANNEL SHAPED STUDS 24" O/C W/i FULL LENGTH LAYER OF 1/2" TYPE GYPSUM WALLBOARD APPLIED VERTICALLY & ATTACHED W/ i" LONG BUGLE HEAD SCREWS TO EACH SIDE 0 12" O/C CONC. FLOOR SLAB — HIL71 PINS .145' DIA x 1" LG. 0 i6" 0/C W/ 1" WASHERS 1 INTERIOR PARTITION 3/4" = 1'-0° e CALCULATIONS TO TA U/A 3,097 S.F. COVERED ENTRY 93 S.F. COVERED PATIO 337 S.F. GARAGE 700 S.F. TOTAL AREA 4,227 S.F. TOTAL AIR VOLUME CUBIC FEET = 30970 R-40 BLOWN IN FIBER GLASS INSULATION AT ALL A/C AREAS ALL INSULATION SHALL COMPLY WITH FBC R302.10 FLAME SPREAD COMPLIANCE 25. SMOKE DEVEL PED INDEX 50. ALL CEILING AND WALL FINISHES SUCH AS PAINT SHALL COMPLY WITH FBC R302.9.2 AND BE LESS THAN THE VALUE OF 200. -40 INSULATION AT L ,1(,�Mar FC S 3/4" THK TEMP FFRRAMELESS GL —� W/ CLIPS i/2' WALL CAPS MTL FRAMING ----\ KNEEWALL W/ DRYWALL FINISH THIS SIDE TOP OF KNEEWALL W/ PT 2X TOP PLATE & 1/2" PLYWD & 1/2" NON ASBESTOS FIBER CEMENT BACKER BOARD KNEEWALL W/ NON ASBESTOS FIBER CEMENT BACKER BOARD ON SHOWER/TUB SIDE & TILE FINISSH a U ROMAN SHWR PT 2X SILL PLATE - m LLLL_L- LLLLLL LLLLLL 4.. L TYP. KNEE WALL SECTION 1/2' =1'-0' Moisture Earl flatshow t #5 rebar min. 41B 16 Y UMB YH pIW 2N (<1 1W —� W9 M TU19tl Id NSY R MY IY 1'N 90 { 15 l d}PgQ:.�,4,,4 '!i&r" i jlt�' y:^ ,✓' i,, �tyr�(. TYP. MISSED STRAP DETAIL NOTE: TRUSS LOADS HIGHER THAN CHART PROVIDED WILL NEED APPROVAL LETTER NOTE: MAY BE ATTACHED TO VERICAL TRUSS MEMBER ENG. AND APPROVED WOOD TRUSS'S SEE FOR DESIRED INSTALLATION DUE TO TRUSS PROFILE TYP. WALL SECTION FOR ACTUAL HEEL DISCREPANCIES AND OVERHANG CONDITIONS SEE TRUSS CONNECTOR SCHEDULE PRE-ENGINEERED WOOD SELECT CONNECTOR BASED ON LOADS ROOF TRUSS 0 24" 0/C SHOWN ON FRAMING PLANS SIMPSON MGT W/ 22-10d INSTALL PER. MFR. SPECIFICA71ONS NAILS INTO TRUSS _ SEE PLAN PO 4'-0' MAX. \—CONC. TIE BEAM OR MASONRY BOND BEAM CONT MASONRY BOND BEAM (1) 5/8' ANCHOR CONT POUR STOP INTO BEAM W/ 8 CMU WALL 5" MIN. EMBED. SET IN EPDXY MAX. UPLIFT = 3965# 1 A7 CO NECTION DETAIL A7 CONNECTION DETAIL i12" 1 3/8" CONT. 2x6 P.T. BUCK FASTENED TO LINTELS 1/2" DRYWALL OVER L W/ 1/4"x3" LG. TAPCONS 0 12" 0/C MAX. (j AND TO BLOCK OR CONC. TYPICAL FURRING �Py• W/ HIL77 DNI-62-PB 0 8" 0/C MAX. 2X6 P.T. CROSS BLOCK REQUIRED ONLY IF FREE EDGE DIMENSION EXCEEDS 24" SEE DIMENSION. NAIL TO BUCK AT EACH EXTRA LAYER OF 1/2" END W/ (4) 16d NAILS. DRYWALL SURRONDING FRAME ARCH EDGE OF MASONRY OPENING TYPICAL FURRING APPLIED TO SHEATHING 19/32 EXTERIOR SHEATHING W/PAPERBACKED HI RIB METAL LATH 19/32 PLYWOOD ARCH 2X4 PT NAIL TO PLOYWD EACH CKS GEND CH SECTION VIEW W/(3)10d x 1-1/2' COIL NAILS A7 CONNECTION DETAIL ENG'D & APPR. GIRDER TRUSSES MEET EACH OTHER 0 90 DEG. ANGLE OVER COL (SEE 4x4 FRAMING PLAN) WOOD POST SEE FRAMING PLAN BLOCK BY TRUSS MANF. (2) 5/8" DIA. 44 WD. POST BOLTS THROUGH POST (SEE COL. SCHED.) " W' kHOLO PSON HD5B" SIMPSON CCTQ.-SDSvy DOWN EA. SIDE OF POST COL. CAP. SCREW APPROVEDEQUAL PER MANUF. SPECS. (1) 3/4" DIA. WEDGE ANCHOR 4" MIN. EMBED. VERIFY WIDTH W/ EA. HOLD DOWN TRUSS MFG PRIOR TO ORDERING FROM • , SIMPSON CCTQ-SDS2.6 TOTAL UPLIFT 5,315# A7 C*ONNECTION DETAILLwz�. A7 CONNECTION DETAIL PROJECT LOG ISSUED FOR PRECON 06-17-19 ISSUED FOR PERMIT 07-02-19 uj p_ Ld J L _ N LL = LU z J N A cl Z L a 0 c id � 0 a' c CO CL ��•c,ch w 2 "Cu H O 2 � N .may co °L E'3 E g G 'fu o a ad E E O p o IdE LsN 0 a1 ai Q O i 19 f- E O Z U � L U G Ad LLJ Z d w �i z COY] J T ` v o o W ry z O W � REVIEWED FORLu CODE COMPLIANCE N o J ST. LUCIE COUNTY < BOCC o i U) 1/4" = 1'-0" U.N.O: DETAILS AND SCHEDS A-7 - ELEC. PANEL"UNIT A" 200 AMP CIRC. DESCRIPTION POLE BRKR WIRE VA. 100% 1 AHU HEAT STRIP 2 60 6 0 9.6 1 A/C COMPRESSOR 2 40 8 0 0 1 AHU HEAT STRIP 2 60 6 0 9.6 1 A/C COMPRESSOR 2 40 8 0 0 1 ELECTRIC COOKTOP 2 50 6 10.0 0 1 WALL OVEN / MICRO 2 1 50 1 6 10.0 0 1 WATER HEATER 2 25 10 4.5 0 1 DRYER 2 30 10 5.0 0 1 WASHER 1 20 12 1.5 0 1 MICROWAVE 1 20 12 1.5 1 0 1 DISHWASHER 1 20 12 1.2 0 1 .REFRIGERATOR 1 20 12 1.2 0 3 SMALL APPLIANCE 1 1 20 1 12 4.5 0 2 BATH GFI 1 20 12 3.0 0 12 GEN. LIGHTING 1 15 14 7.7 0 1 GARAGE 60 AMP 2 60 6 5.0 0 55.1 9.6. list 10,000 at 100% = 10.00 REMAINDER AT 40% = 18.04 A/C LOAD AT 65% = 12.48 TOTAL = 40:52 x 1000/240 168.8 AMPS i i ELECTRICAL SYMBOLS Q� DUPLEX RECEPTACLE AT 12" A.F.F. I SVATH SINGLE POLE Q TELEVISION JACK PRE WIRED SD SMOKE DETECTOR o F.P.&L. METER & DISC. TB ATPLEX BASE RECEPTACLE T3 THREE WAY AT 120 A.F.F. E ® M00 TOE DETECARBCTOR ® PANEL WIC AT 8" ABV.. COUNTER �4 FOUR WAY THERMOSTAT DISCONNECT g EXHo AUST FAN DUPLEX RECEPTACLE FLUSH IN FLOOR �R SWITCHQ RHEOSTAT INTERCOMPADDLE AT 60" A.F.F. W/DUPLEX OR FAN WO/ LIGHT F L EXHAUST FAN W/ LIGHT �cFl GROUND FAULT �D DIMMER ® TELEPHONE 12HNE OUTLET LIGHT FIXTURE RELEAENT LV SE DUPLEX TOPREC. SWITCHED fK KEYED LUSHHIINFLOORET INCANDESCENT FIXTU ES MNTED. CONTROL II WP DUPLEX WATERPROOFPTACLE KEYPAD ® IN CLG. INCANDESCENT FTXTU LIGHT E WALL. MNTED. QUADRUPLEX RECEPTACLE I'h !UC DUPLEX RECEPTACLE UNDER COUNTER JUNCTION BOX ® HI HATi CLG. MOUNTED LOW VOLTAGE TRANSFORMER Q INTERCOM STATION DOOR CHIME ® RECESSED EYEBALL ® HI HAT VAPOR PROOF F6 FAN BOX IN CLG. N6&"IPWR F. I , FANCILY RO M FLOOR OUTLET BRASS COVER F CALCULATION NOTES: A. HEAT STRIP LOAD GOVERNS OVER CONDENSER UNIT LOAD. B. GENERAL LIGHTING CALCULATED 0 3,097 (SQ.FT.) x 3 (WATTS/SQ.FT.) = 9,291 / 12 (GEN.LTG.CIR.) = 774 (WATTS/EA.) C. A/C CONTRACTOR SHALL SIZE A/C UNITS. rA/C UNITS SHOWN ARE FOR ELEC. CALC S. ONLY. WASHER DRYER 28-1/2 SPACE DRYER VENT I DRYER VENT LOCATION al FRONT VIEW - _ a Pill 10 SURFACE rI MOUNTED 21 � I AIR U� SWITC BREA FAST r J� L — d I aFl IT HE II I — U C LGT J o� DEL OVEN_—//I_I� ra� GF1 4Y c II — II W II II II II II I FB FB II COVE RED I j PLIVING PATIO ROOM II HB — GFI ------ - - - - - (Ytil II I II I I FB I I I SD IMASTER I j ISUITE SB OUTLET L- — 8H i i 0M L ,B'ATH 2 11) 200 AMP SERVICE M IlIIIIIl -POR n GNM- I II II L�----------- u IZ--_ZI ACTIVE I¢HIME 8 ¢ p,.F.F. B (N)2 SETS OF O (3) 14/0 AWG. THWN A" PANEL 200 A 5/8. GDX 10' CU SUPPLEMENTAL GROUND ROD AND TO ONE REINFORCEING BAR IN THE FOUNDATION 20'—O" LONG MIN. ELECTRICAL RISER DIAGRAM LAUN EM II Jlull COVERED ��I._I-Q• _ ENTRY ACTIVE OOR OUTLET W/ COVER BELO AN _ I I —] DEN ® 7TI] I 60 AMP L II � �i Sr NOTE: PROVIDE ARC —FAULT CIRCUIT INTERRUPTER PROTECT10N FOR ALL RECEPTACLE AND LIGHTING OUTLETS INCLUDING SMOKE DETECTORS PER 2017 NEC 210-12 (8). NOTE: GARAGE PUSH BUTTON LOCATED 0 60" ABV GARAGE FLOOR 72" MAX. =OTE OF SWTCH PLATES ESS THAN 4" FROM PENINGS NOTE: ALL VANITY WALL LIGHTS TO BE 100" A.F.F. U.N.O. POWDER ROOM TO BE 86" A.F.F. IF APPLICABLE *NOTE* - ALL ABOVE COUNTER AND ISLAND OUTLETS TO BE DECORA ALL SWITCHES TO BE DECORA Plans are Prepared for the Builder and not any Planned or Future user / Home owner of the Subject Property and any Modifications, Deletions and other Changes Authorized by GHO Homes Corporation or other GHO entity are Permissible to included, but not be limited to Electrical Design Modification, Fixture or Outlet or Circuit changed, Combinations or Changes. All Final Work shall be at a minimum Equal to Code minimums and any changes are only Permissible if Suggested and complete by a licensed Electrician so long as Applicable Codes are Met and Load Sufficient to Meet GHO's minimum Level of Service and Operation. FOR IRRIGATIO PUMP & GEI TMER WP WP IjD ELEC. PANEL SEE DETAIL SHT. E-1 FRAME —OUT ELEC. & CHASE 3 BAY GARAGE FB I I I I I I I I I I GARAGE CEILING 2x4 STUDS 15" ELECT. PANEL BACK TO BACK W/ METER GARAGE FLOOR ELECT. PANEL / CHASE FRAMING REVIEWED FOR CODE COMPLIANCE ST.. LUCIE COUNTY BOCC PROJECT LOG ISSUED FOR PRECON 06-17-19 ISSUED FOR PERMIT 07-02-19 a a W J m� a Lj W W LL j LL N z J z a z t Oa 0 W z m o J ILL. ay O z W N ¢ J �J W 2: U) 1/4" _ 1'-0" U.N.O. ELECTRICAL PLAN E-1 PROJECT LOG ISSUED FOR PRECON 06.17-19 ISSUED FOR PERMIT 07-02-19 CU-1 4-TON HO ■ ■ ■ ■® •■ ■ •• ■llllmMIII® nil Bill 111111111111111111111811111111111111111111111111111111■ ■ ® ■ W • ❑ E o ❑ � S J 10x10x8 ■ a LU 8x8x6 1�OCFM • 8®CFM 27 M � Z a W W J N G Z y H 5a CFM t BEDROOM 3 � EXHA6ST FAMILY f;EDRO®M2 12"x12" 12x,2 ❑ o p R01M.A.G. ■ ■ • ❑ CAB R.A.G.V / 8; BATH 2 W/ 6"� Q 10x10x710x10x7 FLEX FLEX xo ® Z o ■ ■ ■ 102 CFM 4"0 97 CFM N 3 Q 8"0 a T'0 ❑ 70 2 BAY CARACE • ® o 0 0 x 10 x 8 24"x 4" ® _ O 100 CFM 8„0 R R.W1 1 ■ ■ • a, X __ o ° a o a CL 0 0 14"0 E S 16''0 aL a'i a 2 c 6 0 6 4 4„ w LAUNDRY � o N C } �_ � -.� • 6 0 FM PO ER 19CF 8x8x6 Qz ■ o ;s us ® 8110 72 CFM ( _ �5 -°'o 0 Millis lung 0 4-TON N> s ccv H E BREAKFAST I � d 10x1�1xffi ❑J� 12„ ■ a,��L„o • 165CFM 6x3x6 di (D � � fu ; == 81 CFM o u m , .L KITCHEN 10 x 10 x 7 DINING 149 CFM R7 z Q L v o L y M NIL ■ 7"0 ■ • z U O E 9"0 O 6„0 U VERED 0 r TRY 0- C?' 12x12x0 908x6 FOYER L0 CFM 280 CFM HALL COVERED LIVINS ®■ ■ c ROOM ■ ■ 9 e. c o PATIO u ■ ■ ■ t ' J He F@,X, 10x7 71���15 CFM LW191 m X3❑ 2„x12° ■ ■ • • IIIIIIIIIIIIIIIIIIIII 181111� IC ES • ex W/SW. W/ 810 7"0 � FM ® FLEX 18"x18" 16 X 1®x 8 LL �\\ \! 2 x 12 x 9"0 R.A.C. 10"0 B 0 170 CFM a 245 CFM W/ 14" O R 1v - z MASTER 9" 0 FLEX ❑ 5„� 50 CFMLu SUITE EXHAUST ` t 5„ \ no ` CA � MASTER ID - IN 1]�l 11_Y W z ■6x6x5 6 x S LATH R _ f m HERS B CFM 33 G - ■ ■ ■ ' �, � o J (� 50 CFM ❑ CDEXHAU ❑ � W m a X AI-2 ~ O O Ha 35 C 1.5-TON D® NOT SCALE PLANS LL' co!)W 00 Lu C6-2 "' d- 5 1.5-TON N p U � J ' W X 1/4" = 1'-0 U.N.O. MECHANICAL REVIEWEL» PLAN (;ODE COMPLur ST. We �r- , a. M-1