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HomeMy WebLinkAboutBuilding PlansPROJECT LOG ISSUED FOR PRECON O8-25-20 ISSUED FOR PERMIT 09-24-20 GENERAL NOTES 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 COMPLIANCE NTH THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY SECTION, 6. REGISTERED BAITING SYSTEM FOR TERMITE TREATMENT TO BE INSTALLED AND MONITERED THIRD PARTY PRIOR TO FINAL BUILDING APPROVAL PER F.B.C. 2017 ABBREVIATIONS ABV ABOVE AFT ABOVE FINISHED FLOOR AHU AIR HANDLER UNIT B.F. BI FOLD B.P. BI PASS BLK. BLOCK BLW BELOW BRG. BEARING BTM. BOTTOM CLG. CEILING CAIU CONCRETE MASONRY UNITS COL COLUMN CONIC. CONCRETE CSMT. CASEMENT DBL DOUBLE DIA DIAMETER DISK DISPOSAL DP DESIGN PRESSURE DR. DOOR DW DISH WASHER EE, EACH END ELEC. ELECTRICAL ELEV. ELEVATION E.S. EACH SIDE THESE PLANS WERE PREPARED USING THE 2017 FLORIDA RESIDENTIAL BUILDING CODE 6th EDITION EXT. EXTERIOR M.C. MEDICINE CABINET F.B.C. FLORIDA BUILDING CODE M.R.H. MEAN ROOF HEIGHT F.R. FIRE RATED M.T. METAL THRESHOLD FR FRENCH DOOR MAX. MAXIMUM FIN. FINISHED MFR. MANUFACTURER FL FLOOR MICRO. MICROWAVE G.T. GIRDER TRUSS MIN. MINIMUM GA. GAUGE M.O. MASONRY OPENING GALV. GALVANIZED MONO. MONOUTHIC GFI GROUND FAULT INTERRUPT MTL METAL GL GLASS O.H.D. OVER HEAD DOOR GWB GYPSUM WALLBOARD O/C ON CENTER GYP. BO. GYPSUM WALLBOARD P.LF. POUNDS PER LINEAR FOOT HGT. HEIGHT P.S.F. POUNDS PER SQUARE FOOT HPS. HOOPS P.S.I. POUNDS PER SQUARE INCH HR HOUR P.T. PRESSURE TREATED HS HORIZONTAL SUDING PARTN. PARTITION HV HZ HIGH VELOCITY HURRICANE ZONE PKT, POCKET INS. INSULATION PLYWO. PLYWOOD TNT. INTERIOR R.O. ROUGH OPENING LG. LONG S.C. SOLID CORE UN. UNEN S.G.D. SLIDING GLASS DOOR LT. UCHT SF SQUARE FOOT LT. LAUNDRY TUB SH SINGLE HUNG SMS SHEET METAL SCREWS ST. STIRRUPS STL STEEL SW SWITCH TEMP. TEMPERED T.B. THROUGH BOLT T.O. THROUGH OUT T.O.B.B. TOP OF MASONRY BOND BEAM T.ORL TOP OF WOOD PLATE T.O.T.B. TOP OF TIE BEAM TYP. TYPICAL U.N.O. UNLESS NOTED OTHERWISE UL UNDERWRITERS LABORATORIES V.I.F. VERIFY IN FIELD W.A. WEDGE ANCHORS W/ WTH WC WATER CLOSET WD. WOOD ST. LUCIE COUNTY PRODUCT APPROVAL OPENING SCHEDULE: OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS & SKYLIGHTS OPEN ID PRODUCT MODEL MANUF. GLASS ATTACH. METHOD TYPE, SZE. SPACING BUILDING DESIGN PRODUCT DESIGN DESCRIPTION AND EMBED. *FILL ALL MANUF. HOLES PRESSURE PRESSURE A FL-9174.10 R12 9100 OHD 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 2-3 4' MIN EDGE DISTANCE. 6' FROM EN -37-2 PSF B FL-20468.E PR 3080 DRS THERMA TRU N/A 1/4' TAPOONS W/ 1-1/4- MIN. EMBED CORNERS O D.P. +29.9 PSF +50.0 PSF -50.0 PSF RAISED PANEL 4" & 14.5' O/C MAX SPACING. -3Z7 PSF C FL-20468.10 2880 DR THERMA TRU SGL IMPACT 1/4' TAPCONS W/ 1-1/4' MIN. EMBEO CORNERS O D.P. +31.9 PSF +50.0 PSF -50.0 PSF SGL LITE 1 4' & 1&5' O/C MAX SPACING. -41.7 PSF D FL 22401.3 12MI SGD MI WINDOWS & DRS SGL IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED D.P. +28.5 PSF +55.0 PSF -55.0 PSF 0It O/C MAX SPACING -31.3 PSF E FL-20468.10 2600 OR THERMA TRU SGL IMPACT 1/4" TAPCONS W/ 1-1/4' MIN. EMBED CORNERS 0 D.P= +31.9 PSF +50.0 PSF -50.0 PSF SGL UTE 4- & 1&5' O/C MAX SPACING. -34.8 PSF I FL 17499.1 (2) SH 25 MI WINDOWS & DRS SGL IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED DR= +29.9 PSF +55.01 PSF -55.0 PSF FL 15349.5 ARCHED FG 01C" O/C MAX SPACING & 2' FROM EDGE -3Z7 PSF 2 FL 17499.1 SH 15 MI WINDOWS &DRS SGL IMPACT 3/16' TAPOONS WJ 1-1/4' MIN EMBED _ D.P.- +33.5 PSF _ +55.0 PSF 55.0 PSF FL 15349.5 ARCHED FG 0 1G' O/C MAX SPACING & 2- FROM EDGE -36.3 PSF 3 FL 15349.5 6428 ARCHED FG MI WINDOWS & DRS SGL IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED D.P= +33.5 PSF +50.0 PSF -50.0 PSF EQUAL SPACING & 3' FROM EDGE -36.3 PSF 4 FL 17499.1 SH 15 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 FL 15349.5 ARCHED FG O 10' O/C MAX SPACING & 2- FROM EDGE -36.3 PSF 5 FL 17499.1 SH 35 MI WINDOWS & DRS SGL IMPACT 3/16- TAPCRS W/ 1-1/4' MIN EMBED O.P. +31.9 PSF +55.6 PSF -55.0 PSF 0 16' O/C MAX SPACING & 2- FROM EDGE -34.8 PSF 6 FL 15349.5 6020 TRANSOM MI WINDOWS & DRS SGL IMPACT 3/167 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 7 FL 17499.1 SH H33 MI WINDOWS & DRS SGL IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED DR= +33.5 PSF +55.0 PSF -55.0 PSF 0 10" O/C MAX SPACING & 2- FROM EDGE -36.3 PSF 8 FL 17499.1 (2) SH 35 MI WINDOWS & DRS SGL IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED D.P. +29.9 PSF +55.0 PSF -55.0 PSF 0 10' O/C MAX SPACING & 2' FROM EDGE -33.6 PSF 9 FL 15349.5 12014 TRANSOM MI WINDOWS & DRS SGL IMPACT 3/16- TAPORS W/ 1-1/4' MIN EMBED D.P= +31.9 PSF +55.0 PSF -55.0 PSF EQUAL SPACING & 3' FROM EDGE -34.8 PSF 10 FL 17499.1 SH 36 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 11 FL 15349.5 4614 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 12 FL 17499.1 (2) SH 26 MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED O.P= +29.9 PSF +55.0 PSF -55.0 PSF 0 10' O/C MAX SPACING & 2- FROM EDGE -327 PSF 13 FL 15349.5 6014 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 14 FL 17499.1 SH H33 MI WINDOWS & DRS SGL IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P= +36.3 PSF +55.0 PSF -55.0 PSF 0 id O/C MAX SPACING & 2- FROM EDGE -44.8 PSF 15 FL 17499.1 SH 35 MI WINDOWS & DRS SGL IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED DR= +31.9 PSF +55.0 PSF -55.0 PSF 010" O/C MAX SPACING & 2' FROM EDGE -34.8 PSF 16 FL 17499.1 SH 35 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 17 FL 17499.1 SH H33 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 0 10" O/C MAX SPACING & 2' FROM EDGE -36.3 PSF 18 FL 17499.1 SH 35 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 ARCHED FG 01C' O/C MAX SPACING & 2' FROM EDGE -34.8 PSF PRODUCT MODEL MANUF. ATTACHMENT METHOD BUILDING DESIGN PRODUCT DESIGN TYPE, SIZE, SPACING, EMBED., STIFFENERS, ETC PRESSURE PRESSURE MULLIONS MAX. 104-i/4' HORIZ MI WINDOWS & DOORS 1/4- TAPOONS W/ 1-1/4' MIN EMBED (4) FASTENERS PER CUP TOP & BTM. 37.7 PSF 54.0 PSF -54.0 PSF FL 15353.4 ROOFING NOA NO. 18-0029.05 EAGLE ROOFING (2) 10d RING SHANK NAILS -83.4 psf -172 psf. BEL-AIR CONCRETE TILE PRODUCTS ROOFING FL 5374-R5 HIP AND RIDGE CHANNEL METAL EAST COAST METALS, INC 3M 2 COMPONENT FOAM ROOF TILE ADHESIVE AH-160 -83.4 psf -169 psf. ROOFING N/A MEMBRANE: 30/ FELT N/A N/A UNDERLAYMENT ASTM D-226 /30 FELT BUTTON CAPS 12" GRID, 6" O.C. AT A MIN. 4' HEAD LAP ROOFING NGA NO. 17-0614-12 POLYGLASS USA MEMBRANE POLYSTCK TU MAX SELF ADHERED 1 R MORE UNDERLAYMENT SEES UNDERLAYMENT INC. PLIES NAILS AND TIN CAPS 12- GRID, 6° O.C. AT A MIN, 4" N/A N/A PEEL & STICK HEAD LAP SIDING STUCCO N/A I N/A N/A N/A SOFFIT STUCCO N/A 7/8' LG, 16 GA CORROSION RESISTANT STAPLES TO HI RIB LATH N/A N/A SPACED NOT MORE THAN 6' MASONRY NOTES PLAN NOTES FRAMING NOTES ELECTRICAL NOTES 1, CONCRETE UNITS TO BE ASTM C 90-90. ASTM GRADES NI OR NMI. PROVIDE PRECAST UNTELS AS NECESSARY. (fm = 1500 PSI) 1. PROVIDE 1x2 P.T. RRESTR HORIZONTAL 0 CEILING & WALL INTERSECTIONS R B'-O' O/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 SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE SHALL LOCATED METER & PANELS AS REQUIRED. 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. Z ALL WIRE SHALL BE THHN COPPER. UNLESS NOTED OTHERWISE. 3. CELLS, LINTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 3000 PS PEA ALL WINDOWS OR GLASS ENCLOSURES AT OR WITHIN 36' OF TUBS AND SHOWERS WITH SILLS 2. THIS FRAMING SCHEME (DIRECTION OF TRUSSES, MAJOR G.T. BEARING POINTS. ETC.) CAN GRAVEL CONCRETE. LESS THAN 60" ABOVE FLOOR SHALL BE TEMPERED. ALL GLASS IN SIDELIGHTS, SUDING CUSS BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME PROFESSIONAL OF 3. WHERE REQUIRED BY OTHER COOES, SERVICE AND FEEDER CONDUCTORS SHALL BE DOORS AND FRENCH DOORS SHALL BE TEMPERED. RECORD WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REVISIONS 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 METALUC SHEATHED CABLE. VERTICAL: EGRESS WINDOWS SHALL HAVE A MINIMAL NET OPENING OF 24- HIGH, 20- WIDE, AND MIN. NET 1 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 lot 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 NTH EQUIPMENT MANUFACTURER B. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL AUGNMENT, EVEN THOUGH IT IS IN AN 4. IN AREAS OTHER THAN HVHZ FIXED GLASS THICKNESS SHALL COMPLY WITH SECTION 2411 4. TRUSS MANUFACTURER STALL SUBMIT THREE (3) COPIES OF SHOP DRAWINGS AND ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER. OF SI'ECIFlCAnONS. ADJACENT CELL TO THE VERTICAL WALL REINFORCING. OF F.B.C. AS THE MINIMUM THICKNESS ALLOWED. THEIR ROOF TRUSS DESIGN FOR REVIEW INCLUDING TWO (2) CRIES 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. RENEW OF TRUSS SHOP DRAWINGS IS A COURTESY BY THE ARCHITECT AND IN NO WAY RELIEVES THE TRUSS MANUFACTURER OF HIS RESPONSIBILITY TO & 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 DWEWNG ROOMS MUST HAVE HVAC RETURNS RETURNS MAY BE DUCTED, JUMPERS OR THERE IS ANY CONFUCT OR ADDITIONAL STRUCTURE NEEDED, THE TRUSS COMPANY SHALL RECOMMENDATIONS. D. VERTICAL REINFORCING SHALL BE AS LOCATED ON THE PLAN AND AS INDICATED IN THE TRANSFER GRILLES. NOTIFY THE ARCHITECT IN WRITING OF THE SPECIFIC AREAS OF CONCERN. COLUMN SCHEDULE 9. PROVIDE GFl BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS 7. A/C UNITS MAY HAVE CONC. PAD R OTHER APPROVED MATERIAL EXTENDING ABV. 5. TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC AHU AND MISC. EQUIPMENT. SHOWN ON PLANS. 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 NTH BUILDER PRIOR TO FABRICATION AND INDICATE ON TRUSS TO THE TIE BEAM. PRECAST UNTELS SHALL HAVE OPENINGS TO ALLOW REINFORCING BARS TO DRAWINGS. 10. ELECTRICAL FIXTURES, TRIM AND APPUARCES SHALL BE UL APPROVED AND AS CONTINUE UNINTERRUPTED. BEAM SCHEDULE NOTES SELECTED BY BUILDER. HORIZONTAL, 6. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CUPS TOP AND BOTTOM EACH STUD, AS PER CODE. 11. PROVIDE PRE -VIREO TELEPHONE OUTLETS AS SHOWN ON PLAN. A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM SCHEDULE. 1. ALL COMPOSITE UNTEL (MARK "L") TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWISE NOTED 7. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE "TIMBER CONSTRUCTION 12 PROVIDE PRE- VIREO T.V. OUTLETS FOR CABLE AS SHOWN ON PLANS. 5. GENERAL "BE!") MANUAL' AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. 13. DEDICATED CIRCUITS SHALL HAVE NO MORE THEN 6 DUPLEX RECEPTACLES. 2. ALL BOND BEAMS (MARK REINFORCING SHALL BE CONTINUOUS THROUGH BOND A. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 53D-05/ ASC.E. BEAMS ONLY. ALL SPLICES TO BE A MINIMUM OF 48 BAR DIAMETERS. 8. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. 14. IN KITCHENS, DINING ROOMS AND BATHROOMS, RECEPTACLE OUTLETS FOR COUNTER 7-10/T.M.S. 402-05, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY ON BUILDING CONE REQUIREMENTS FOR MASONRY STRUCTURES. 3. BOND BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED 8TO FIT BLOCK PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER CEMENT1TOUS MATERIALS AND THE WOOD AS PER CODE. SPACES SHALL BE GFCI PROTECTED ACCORDING TO NEC 210-' ✓I(a )• B. CONSTRUCTION SIFOR BE IN ACCORDANCE WITH A.G.I. 7-10/T.M$ 602- WORK, 9. CARPENTER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING USED 15. ALL CLOSET LIGHTING SHELL COMPLY NTH NEC SEC. 410.8. 05, SPECIFICATIONS FOR MASONRY STRUCTURES AND THE COMMENTARY ON SPECIFlCAnONS COMMENTARY ON 4. REFER TO CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL SPECIFICATIONS. DURING ERECTION OF TRUSSES TO PREVENT COLLAPSE R DAMAGE. 16. SMOKE DETECTORS SHALL BE CONNECTED TO KITCHEN R BATH LIGHTING CIRCUITS 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 6. VERTICAL CELLS FORMASONRY TO BE GROUTED SHALL HAVE VERTICAL AUGNMENT CONCRETE NOTES STAMPED BY THE TRUSS MANUFACTURER. (UNLESS NOTED OTHERWISE) TANDEM VIREO 50 ALL DETECTORS SOUND SIMULTANEOUSLY. SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL. 17. PRENRE FOR GARAGE DOOR OPENER SENSOR. 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 STRENGTH IN 28 DAYS AS 11. ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (3) 2X1YS 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. CLEANOUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION, AND SPECIFIED IN THE FOUNDATION AND MASONRY NOTES (UNLESS NOTED OTHERWISE) ALL SINGLE PHASE 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS DWELLING UNITS. BEFORE ROUTING. 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 CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530-11. ALLOWABLE STRESS VALUES OF 1200 PSI 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 3/4- BEAMS AND COLUMNS - 1 1/2' FORMED CONCRETE BELOW GRADE-2- UNFORMED DETERMINED BY AN APPROVED LUMBER GRADING AGENCY. 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' O.C. PLUMBING NOTES ON 0.00E VISWEEN (OR EQUAL) ON CLEAN WELL COMPACTED FILL STUDS, NTH 1/2' GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WITH 1' LONG 3. REINFORCING STEEL, GRADE 60 (FY=60.000) ASIM A615-94. BUGLE HEAD DRYWALL SCREWS AT 12" O/C MAX. 1. ALL PLUMBING FIXTURES SHALL HE INSTALLED IN ACOORDMCE 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 TO 2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE 604.3, F.B.C. 3. COLUMN AND WALL CENTERLINES SHALL COINCIDE WITH FOOTING CENTERLINES UNLESS STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION' AS PUBLISHED BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. SUBSTRATE AT 4" O/C AS FOLLOWS; CONCRETE: 3/4" LONG STUB NAILS 3. DISPOSITION OF RAIN WATER SHALL OTHERWISE NOTED. W 3 8 HEAD. HORIZONTAL AND VERTICAL WOOD COMPLY WITH F.B.C. PLUMBING CODE CHAPTER 11. i. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 2000 P.S.R. 5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT 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 10'-0" FROM ROOF JACKS. ALL LOADS DURING CONSTRUCTION. FRAMING MEMBERS ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS SHALL BE 5. FILL PLACED WITHIN5'-O' OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF CLEAN 8. CONCRETE BEAM SIZES MAY INCREASED (8' MAX.) AS REQUIRED FORARCHITECTURAL BENT OVER TO ENGAGE AT LEAST THREE STRANDS OF LATH, OR BE BE BENT OVER A RIB CONDENSATE DRAINS MUST BE A MINIMUM OF 12' OFF THE BUILDING. WELL GRADED SAND COMPACTED TO ACHIEVE A DETAILS OR FIT BOCK COURSING, DROP BOTTOM OF TIE BEAM AS REQUIRED AT WINDOW AND WHEN RIB LATH IS INSTALLED. SHEATHING: 14 GAUGE STAPLES 1" LED. 7/16' CROWN METAL MINIMUM OF 95X MODIFIED PROCTOR ASTM D 1557. DOOR BEAMS (28" MAX.) AND ADD 2-/5 BARS BOTTOM IF DROP EXCEEDS 8% MTL FRAMING SELF TAPING SCREWS J12 x 1/2' WASHER HEAD STAPLES SHALL NOT BE 6. INSTALL CHASE PIPE FOR HVAC. 6. ALL MONOLITHIC FOOTINGS HAVE BEEN CHECKED TO PREVENT THE USE OF TRANSFER USED FOR SOFFITS OR COUNGS REINFORCEMENT AT PERIMETER. RATIONAL ANALYSIS SHALL BE SUBMITTED, BUT ONLY IF REQUESTED BY THE BUILDING OFFICIAL 7. DOWELS COLUMN AND WALL REINFORCING TO FOOTING WITH SAME SIZE AND NUMBER OF DOWELS AS VERTICAL BARS ABOVE 15. PNEUMATIC FASTENERS SYSTEM TO BE HILT -COIL NAIL PROGRAM. TYPE TO BE CRF 112G 7. CONCRETE FOR FOUNDATIONS AND FOOTINGS SHALL BE 2500 PSI MIN. B. REINFORCING STEEL SHALL BE LAPPED 48 BAR DIA. MIN. WHERE SPUCED AND SHALL BE WIRED TOGETHER. PROVIDE CORNER BARS SAME SIZE AND NUMBER AS HORIZ BEAM 16. TRUSS MANUFACTURER SHALL DESIGN TRUSSES TO COMPLY WITH ALL SUPERIMPOSED 1. ALL HEATING. AIR COND17TONINR REFRIGERATION AND VENTILATION EQUIPMENT SHALL 8. DAMAGE PROBABILITIES FROM TERMITE INFESTATION IS VERY HEAVY PER TABLE R301.2(1). REINFORCING AT EACH FACE LAP 48 BAR CIA. 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 OCED COCETE CONSTRUCTION AS CONCRETE RENFORCINGFOR GSTEELFNSTITUE UNRLESS NN01ED OTHERWIBE.PUBLISHED BY THE STEEL NOTES GARAGE NOTES 10. DAMAGE PROBABILITIES FROM WEATHERING IS NEGLIGIBLE PER FBC TABLE 111301.2(1). I. STRUCTURAL STEEL SHALL CONFORM TO THE AISC'SPECIFICATION FOR THE DESIGN, 1. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD PROPOSED SINGLE FAMILY RESIDENCE BY: non L!] _11 L 14 no I Mw 111741 1 ' 1 LOT 57 MEADOWOOD COPYRIGHT 2020 lII' - , l ►TEA. 18�" 36" 52d" 251" SH 15 SH 25 SH 35 SH H35 FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS' 2005 EDITION. MATERIALS DOORS NOT LESS THAN V' (35 MM) THICK, SOLID OR HONEYCOMB CORE STEEL DOORS NOT SHALL CONFORM TO THE APPLICABLE ASIM SPECIFICATION AS FOLLOWS: SHAPES, PLATES A-3f LESS THAN F (35 MM) THICK, R 20-MINUTE FIRE -RATED DOORS BOLTS - A 307-00 TUBULAR - A500-01a GRADE B (42 KSI) Z DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE 2. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING SOCIETY 'STRUCTURAL DWELUNG 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. & THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT I AAn crurI11 II [ LESS THAN F (12.7 MM) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. LOCATION LDHE 2M RART'N TOTAL GROUND FLOOR 40 50 10 100 SECOND FLOOR 40 15 10 65 ROOF 20 18 0 38 ATTIC 20 10 0 30 NND: ULTIMATE WIND SPEED = 160 m.p.h. BUILDING RISK CATEGORY = II BUILDING DESIGN AS ENCLOSED EXPOSURE = C ROOF DEAD LOAD FOR WIND DESIGN TAKEN AT 10 p.s.f. RM THIS STRUCTURE IS DESIGNED IN ACCORDANCE WITH CHAPTER 16 OF THE FLORIDA BUILDING CODE AND ASCE 7-10. DESIGN PRESSURES FOR EXTERIOR DOORS AND WINDOWS ARE NOTED ON THE ELEVATIONS. WINDOW AND DOOR MANUFACTURERS SHALL MULTIPLY THE OVEN DESIGN PRESSURES BY THE APPROPRIATE FACTORS TO OBTAIN TEST PRESSURES. THERMA TRU EXTERIOR DOORS 2x P.T. IH e WOOD BUCK Is SHOWN TYP. M.O. . 20 1/ " • M.O. 38' M.O. 54 1/8' ■ •M,O. 27 1/2� M.O. 35 1/4" W M.O. 37 1/4' W M.O. 41 1/4" W M.O. 55" W M.O. 78 1/2" W 1x, 2x, OR 5/4 BOARD 1x, 2x, OR 5/4 BOARD X 98 1/2" H X 98 1/2- H X 98 1/2" H X 98 1/2- H X 98 1/2- H -\ P.T. WOOD BUCK P.T. WOOD BUCK \ EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB ®® 38" 70" 1 38" • • • • 1 1i '1, EDGE OF SLAB _ SH 35 s ` \� 2680 EXT DR 2880 EXT DR 3080 EXT DR 3080 EXT DR W/ 12" SIDELITE PR 3080 DR 10 I)EI (OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING) TYP. BAY WINDOW l DOOR INSTALLATION NOTE: DOOR BUCKS USED MAY BE 26, 5/4" BOARD OR 1x6. CONCRETE SCREWS USED TO SECURE THE DOOR FRAMES TO THE OPENINGS MAY BE ANGLED SUBTLY WITHOUT APPRECIABLE LOSS IN RESISTANCE. ALL FASTENERS SHALL BE OF THE SIZE, LENGTH AND SPACING AS REQUIRED IN THE PRODUCT APPROVAL INSTALLATION PROCEDURES SYMBOLS LEGEND DRAWING INDEX C-1 COVER SHEET A-1 FOUNDATIGN PUN A-2 FLOOR PLAN A-3 ELEVATIONS A-4 SECTIONS A-5 STRUCTURAL PLAN A-6 TRUSS PLAN -2�,q (.0 E-1 ELECTRICAL PLAN M-1 MECHANICAL PL EVIEWED F, ST. LUCIE COL t B®CC v�' DETAIL O INTERIOR III SCALE 4 Dxc 2 ELEVATION 3 DETAIL J Dwc SCALE C# COLUMN LABEL SECTION F# FOOTING LABEL DWO. SCALE POT SHELF HEIGHT INSIMEN AS NOTED �%�%�%%%�%%��%%���/ D71c. SCALESECTIOR l!!/11!/!!//1!!/lU/1J HEIGHTEAS NOTED _ ARCHED SEE - PLAN OR ELEV. INTERIOR EI.EV. MASONRY CONSTRUCTION SCALE TYPICAL B70 BEAM LABEL ■■ FOUFILLED CELL SEE ATION PLAN FOUNDATION OREVISION NON -BEARING FRAME CONSTRUCTION Illy NORTH ARROW BEARING FRAME coesTRucnoN V/ BREAK UNE ELEV BEAM HEIGHT CHANGE oI■ r- s• rI SCALE 1 GRAPHIC SCALE or 0" FIN. FL SLAB FLOOR ELEV/1TION� 2, Ga w w J y w W d = < w LL M LL Ld w Z � y ~ N d � z Q 8 z L ® a {n (tLu O C C 0 Qy c 0 aA�s w N L_ +� O p to ate+ 10 _ c N C N OC -O N -p y0 to c N p O M1 co +3 +_-' �' fc0 RCO o .� a c rn V N E :50 p f0 W i O d .n O IS� C U (n cn c 0 cn cp {J O7 O7 �. M]) E W c� O na p .0.0 K7 FLEn y 'HIM t z O b ce ad O J m In 2 w ce cle i cn LO r .r f R J ILL. 0 E..ij p O 0 W � ' � J W 1/4" = 1'-0" U.N,O, COVER SHEET C-1 Ze i MW = 57 60'-0' CALCULATIONS TOTAL U/A 2521 S.F. COVERED PORCH 101 S.F. COVERED PAT70 327 S.F- GARAGE 689 S.F. TOTAL AREA 3638 S.F. ADDITIONAL NOTE 1. STANDARD HOLLOW CORE RAISED PANEL DOORS. 2, TILE TO 8'-0" IN MASTER SHOWER AND 8'-0' IN OTHER LOCATIONS. 3. FIBERGLASS BOARD OR OUR-0-ROCK TO i-O" A.F.F. OR SOFFIT AROUND TUBS/SHOWERS AND TO 4'-0' A.F.F. 0 MARBLE TUBS 4. ROUNDED CORNERS AT ALL LOCATIONS EXCEPT CLOSETS, SLIDERS, WINDOWS, DOORS, VERTICAL EDGES OF CEILINGS OR AS NOTED ON PLANS 5. KNOCKDOWN CEILING TEXTURE AND ORANGE PEEL WALL TEXTURE. 6. R-40 BLOWN -IN INSULATION AT ALL A/C AREAS 7. IMPACT WINDOWS. WINDOW SCHEDULE NUMBER SIZE DESCRIPTION WIDTH HEIGHT 1 6'-2" 7'-3" 2 SH 25 W ARCHED F.G. ABV. 2 1'-8" 7'-3" SH 15 W ARCHED F.G. ABV. 3 6'-4" 2'-8" 1 ARCHED TRANSOM 4 1'-8" 7'-3" SH 15 W ARCHED F.G. ABV. 5 4'-6" 5'-3" SH 35 6 6'-0" 2'-011 TRANSOM TEMP 7 2'-4" 3'-2" SH H33 OBSCURE 8 9'-0" 5'-3" 2 SH 35 EGRESS 9 12'-0" 1'-4" TRANSOM 10 4'-6" 6'-0" SH 36 11 4'-6" 1'-4" TRANSOM 12 6'-2" 6'-0$' 2 SH 26 13 6'-2" 1'-4" TRANSOM 14 2'-4" S-2" SH H33 TEMP 15 4'-6" 5'-3" SH 35 EGRESS 16 4'-6" 5'-3" SH 35 EGRESS 17 2'-4" S-2" SH H33 TEMP 18 4'-6" 6'-1 1" SH 35 W ARCHED F.G. ABV. EXT. DOOR SCHEDULE LETTER SIZE DESCRIPTION WIDTH HEIGHT A 16'-0" 8'-0" OHD. 8 6'-0" 8'-0" PR. 3080 EXT. DRS. (MAIN EGRESS) C 2'-8" 8'-0" EXT. DR. SGL. LITE D 12'-0" 8'-0" SGD. E 2'-6" 8'-0" EXT. DR. SGL. LITE INT. DOOR SCHEDULE LETTER QTY SIZE DESCRIPTION WIDTH HEIGHT F 6 2'-8" 8'-0" INT. DR. G 4 2'-6" 8'-0" INT. DR. H 3 2'-0" 8'-0" INT. DR. I 1 5'-0" 8'-0" INT. BIPASS DR. J 2 2'-6" 8'-0" INT. PCKT. DR. K 1 6'-0' 8'-0" INT. BIPASS DR. L 1 5-0" 8'-0" PR. 2680 INT. DRS. M 2 5'-0" 6'-2" GL. SHWR. ENCL. (TEMP) N 1 2'-8" 8'-0" INT. PCKT. DR. 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 DEVELOPED INDEX 50. ALL CEILING AND WALL FINISHES SUCH AS PAINT SHALL COMPLY WITH FBC R302.9.1 ft R302.9.2 FLAME SPREAD INDEX NOT GREATER THAN 200. SMOKE DEVELOPED INDEX NOT GREATER THAN 450. (2) 110 S.M.S. TOP & BOTTOM 0 EACH STUD FINISHED CEILING - SEE 7YR WALL SECTION 2x6 BLOCKING 0 CABINET LOCATIONS. FASTEN EA. END TO STUDS W/ (2) 110 S.M.S. EA. END 25 GAUGE CHANNEL SHAPED STUDS- 12 4x4 STUDS 0 16- 0/C) (2(6 STUDS 0 24" 0/C) W/1 FULL LENGTH LAYER OF 112- TYPE GYPSUM WALLBOARD APPLIED VER77CALLY & ATTACHED W/ 1' LONG BUGLE HEAD SCREWS TO EACH SIDE 0 12" 0/C CONT. 25 GAUGE METAL TRACKS TOP & BOTTOM CONC. FLOOR SLAB MLR PINS .145' DIA x 1' I.G. 0 16' 0/C W/ 1' WASHERS TYPICAL INTERIOR PARTITION ALONG CABINETRY BACKING SCALE 3/4' = 1'0" IMPACT / LOW E GLAZING AT WINDOWS AND SLIDING GLASS DOORS DELETE ALL BATH CERAMIC 11 SOAP DISHES THROUGHOUT PLAN DELETE WIRE SHELVING IN ALL BEDROOM CLOSETS 6'-6" o 12" AC CONC. PAD DETAIL N.T.S. TYP. ARCH ELEVATION C 11'-4" CLG. DRYER VENT LOCATION FRONT VIEW TYP, ARCH ELEVATION C 9 -4,CLG. TEMP FRAMEI GL W/ CUPS 1/2" WALL CAP MT_ FRAMING — KNEEWALL W/ DF FINISH THIS SIDE PT 2X SILL PLATE W/ 1/4' TAP( NS do FENDER WASH TO SLAB 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 I a U o ROMAN SHWR m _ _ L_LLLL O LLLLL� LLLLLL TYP.-KNEE WALL SECTION 1/2" 1 -0- __._ (2) 110 S.M.S. TOP & BOTTOM 0 EACH STUD FINISHED CEILING - SEE TYP. WALL SECTION CONT- 25 GAUGE METAL TRACKS TOP & BOTTOM W/ (1) 110 SMS 0 24' 25 GAUGE CHANNEL SHAPED STUDS 24° O/C W11 FULL LENGTH LAYER OF 1/2- TYPE GYPSUM WALLBOARD APPLIED VERTICALLY & ATTACHED W/ 1' LONG BUGLE HEAD SCREWS TO EACH SIDE 0 12- O/C CONIC. FLOOR SLAB HIL71 PINS .145' DIA x 1' I.G. 0 16- 0/C W/ 1' WASHERS 1 INTERIOR PARTITION A-2 3/4' = r-o„ &EKING NIL STUDS - 3R FLRRX 0 24' 0/C TOTAL AIR VOLUME CUBIC FEET = 25714.2 DRYER 5 a HOOD FRAMING DETAIL FINISHED CEILING OPT. 2x WD BLOCKIN EACH SIDE OF 1 FOR MOUNTING 2x MTL STUD! TYP. 1NISHED FLOOR U VALUE SHGC 1l'_4" IMPACT .62 / .25 mm TYP. WINDOW VERTICAL HEIGHT SEP RATION IS 8" +HB 6 - - - - - - - - - - . ----- -�- - - - - - - - - ---------- --- w 14'-11" 6'-5" 5'-8"L ON ti II E BLW. 12 13 ABV. m m COVERS A m m mm 0o LANAI A4 o a :r'w 11' CLG. 2'-0° 10'-8" 2'-0° LIN � •� •I (ABV MAIN SLAB) '0 `ti MAIN H 1 I 14F09KK CONCRETE BA N OK MASTER D D 11' 4" CLG.SUITE ABV. 9'-4" CL 9'-4'/10'-4" CLG.n 11 14,8w D n �,N POT/Pwi DRAWERo 3'-8" Z CAB B KING 0 36' e ®o — - 56" 96" A.F.F. 0 OF In ' z 5'-8 1s BEDROOM 3 WE 8'- 2'-2° a.o m 9'-4" CLG. of SOAP DISPENSER 12'-0' 2'-0" 4'- ' 2'-0 1'-8' 20'-8" ILA RCH10 PRIN 0 '-I a TOP 8'-6" z 3> • c U (ISLAND NT 'F S o o q q 0 G ^ 00 U x PUL DRA OUT R DIN I is 25 2 i LL GREAT ROOM .14 I ll'-4" CLG. 6 HIS L 5' 4" -8° 5 " ° o ® SUPER KI CD HEN CONVENIENCE P CKAGE ERS KIT F I m D 1` o ll'-4" CLG. CAB BACKING 0 36" a M 1s O M i0 - 56° - 98" A.F.F. 3 BEDROOM 2 Z M -2' 9'-4" CLG. °° a G o REF - -6° 1'-4' V m O N Ol W i H '-10 FLAT A N N x MASTER SPRING 0 TOP 0 8' 6" u a o 1'-4" 8'-5 1 2' D 0' 6• BATH ¢' m -10" 00 w a 9 -4 CLG." SPRING 0 9'FLAT H 0' H ROM b ( 1 )7r� S-2 -0, TOP 0 1 '-6' CAB ACKING 0 36" to 6 O � � - 56 - 96" A,F.f. o LINEN ? 5'-10 1/2" 3'-5 1/2" p N 5 SH ti DRAWERS alR_ pLINEN ti F R 9j n a° 5 SH v m m H 3'-8" x m i -8" U^ 01 c FOYER 5'-6' � 12'-8° CLG. `V ®®� _ BATH 2 7 _p• D aSO< TI L. J ` a a m N 1'-3, 1 a ®0 3 M m ^=c M DINING ��o 00 �o� a DEN S" TA ED N ll'-4" CLG. o WD FFADF DRRD N e o 3' 8' 11'-0 1/2" 7'-9 1 " 14'-4" N GARAGE SEPERA71ON FBC R302.6 REQUIREMENTS PERZ20MIN. L in J N o D O U o M F ME H 2 OV RED Oi I EN RY 4 S-11" 3'-11" F_22'x54°� PULL ON STAIR LID CORE ® EWH •,o a 2'-10' 7'-9 1/2' 2'-11f2 1' 4" O REVIE N ED F'ORL_W/SW.LT.� RIVETED JAMBWEATHERSTRIPPING CODE C MPL,IANCM LT. (AB'14 MAIN SLAB) z '-o° r— — — — — — — — — — — M mm mm m m -1 GARAGE FLOOR ATTACH P.T. 2X8 ABV. GARAGE DOOR I °p co � EPDXY PER MANUF. SPECS. ice—^�I - - - - _._. _ PROJECT LOG ISSUED FOR PRECON 08-25-20 ISSUED FOR PERMIT 09-24-20 uj m a PI w PI J 4� J h m W ILZ) uj Q z W LL LL W Z W w Z J a 0 m Z Oa s N a + � ati O C O) L C to C W C C =m�c�oo -0 3 o � CI- It CUP C0 � N ]L N , ce 0 C7 Q1 E o V N suL�ty =O m W O tl C O L =O c V 0 tlC p C7 �� se 8 z U O J 0 5 N ce O J m z 2 cie Lu ILL. O Z O 0 o 7 LLJ F--1 Ln U o 0 J OJ Lu L 1/4" = 1'-0" U.N.O. FLOOR PLAN "Tim MW = 57 II i _.1 i i-. III i i I D.P.= +28.5 PSF D.P.= +33.5 PSF D.P.= +33.5 PSF -32.2 PSF O -36.3 PSF <7>-36.3 PSF EDGE ZONE E ; 0 D.P.= +31.9 PSF D.P.= +36.3 PSF -41.7 PSF 14 -44.8 PSF 15 D.P.= +31.9 PSF -34.8 PSF 16 D.P.= +31.9 PSF -34.8 PSF 12 �6 14'-8" T.O.B.B 11'-4" T.O.B.B. 9'-4" T.O.B.B. 0'-0' FIN. FL SLAB 14'-8" T.O.B. 11'-4" T.O.B.B. ot 9'-4" T.O.B.B. 0'-0' FIN. FL SLAB RIGHT ELEVATION - ARTISAttOOE FOR COMPLIANCE ST. LUCIE COUNTY BOCC a=6'-0' EDGE ZONE PROVIDE CEMENTITOUS FINISH PRIOR TO METER INSTALL El 5-0' 0D.P.= +33.5 PSF 17 -36.3 PSF 14'-B" T.O.B.B oL B\ PROJECT LOG ISSUED FOR PRECON 08-25-20 ISSUED FOR PERMIT 09-24-20 oM W O WPI a J W W a W w Z Z i J 0 a z W 3 w 01 LL LL �h Z 0 O`a 0 lei c W o o a-0O rn w Q _ �(n f0 = C C O .i' 3: CJ V? O C (A m w ` 2 � v o cu c a�-0v'o C a £ O cJ Ln (auE O 2:O E 0 0 ++ 'd � o � x o c U O �n rn w c o w cu t d_ 2 O con u- Z � 0 O 0 w 0 0 U J e GJ � In1/4" = 1' 0" U.N.O. ELEVATIONS A-3 LEFT ELEVATION - ARTISAN MW m 57 Vmylcorpcon „L: ''tl Pl�lIl s',.5464 Cl a•xwestern CI on D, ros:dIi n; SY9 "le u, Ir a .. .. %F 4I05 Soffit Vents (One Piece) Clontinuous onepsece Soffid Vent with reinforcing rib to kev into stucca ,&alnp, plaste-r. Mid Wall (M Style) Control Joint Designer to relieve stress and assist in controlling cracks in. e <te for wall fn sh Intersections; of Ts available. /l �r 1578-50UL 7/8NI/23 "Y2 solid flani 1-W4" Perforated flange L Mid Wail Centre l Joint Designed to relieve strelar and assist In controlling cracks to exterior wallfmsh Intersections of Ts US Patent Number 7,757,450 Caulk all intersecfi ons, but Iol nt.., ends and corners at time of in sellail ATTIC VENT CALCULATION: (SQ IN) ROOF AREA CALCULATED 0 3638 (SQ.FT.) x 144 = 523,872 SQ IN. 151SQ IN. PER2LINEASQ.IR FT. (233N. 0L) VENET NT T ARE 95 SQ. IN. TOTAL NOTE CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF VENTS '5 FLAT CONCRETE TILE 901 FELT SELF-ADHESIVE UNDERLAYMENT OVER 301 FELT TIN TAGGED TO EXT. GRADE PLYWD. SHEATHING (SEE DIAPHRAGM SCHEDULE FOR TYPE 12 & NAILING PATTERN) WOOD ROOF TRUSSES 6 PRE-ENG. i 0/C TYPICAL W/APPROVED GALV. TRUSS ANCHORS EA. END INSULATION PER ENERGY CALC. SEE PLAN/ ELEV RAT RUNS PER TRUSS MANF. "EW�AAPPLIELL ORD 'TGHROGC" GALV. MIL DRIP L (OR TO ON IX2 P.T. 0 r UNDERSIDE OF TRUSSES FIRE STOP 2x8 PAINTED TEXTURED SPRUCE FASCIA 2•_00 CONT. 8606' MASONRY BOND BEAM CEMEN71TOUS FINISH ON METAL LATH TYP. O.H. W/ 115 CLWT. TOP & BOT. - FILL W/ CONC W/ 3' CONTINUOUS VENTING CONT. METAL POUR STOP ON ALL SIDES (TRUSS CO. TO PRONDE FLAT SOFFIT] 1/2' DRYWALL f IX2 P.T. FURRING 0 24" 0/C MEDIUM TEXTURE DECORATIVE EX7ERIOR BLOCK WALL TO BE CEMEN71TOUS FINISH OVER 8' CONC. BLOCK NOT TO EXCEED 5/8" THICKNESS R 4.1 n-FWL BETWEEN STUDS g� jj WOOD BASE =1 E3 I,V MONO. CONIC FOOTING SEE FOUNDATION PLAN FOR NOTES & AILS 0'-0" FIN. FL. SLAB • � ��I�lil���l�'� '' ,•. .• IIII�IIIIIII TYPICAL WALL SECTION SCALE 3/4' = I.0" O=6'-0" EDGE ZONE I I I OD.P.= +29.9 PSF -33.6 PSF MEDIUM TEXTURE CEMENTITIOUS FINISH ON MASONRY CONSTRUCTION, TYP. CEMENTITIOUS FINISH ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MANUF. (MAX. W O.C.) OD.P.= +31.9 PSF ABV. D.P= +33.5 PSF -34.8 PSF 13 -36.3 PSF 0D 0 D.P.= +28.5 PSF BLW. D.P= +29.9 PSF -31.3 PSF 12 -32.7 PSF PRE ENGINEERED VVD. TRUSSES �- @ 24" O/C TYPICAL iiNl 12 6 O=6 - EDGE ZONE EDGE ZONE I I I I I I I 11'-4° T.O.B.B. 9'-4° T.O.B.B. 0'-0" FlN. FL. SLAB J D.P = +31.9 PSF E -34.8 PSF REAR ELEVATION - ARTISAN CEMENT171OUS FINISH ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MANUF. (MAX. 8' O.C.) MEMO"-f_ ��I�I III 1111 I i i _ OPENING ,•:. FOYER ►I - , ICI ICI ------- ICI ICI ICI ICI ICI ICI I IO-I ini 001 ��� ��� ICI ICI _ (-I (•I I•� 1-I I -I I -I ICI0�1 ICI 1n1 001,--- 1-I I -I ILoIIIIM�i��itEM:11-�I10111 ,_ Iiillll�—�.� W�IW�n� ,_,�,__:_,�01 14'-8" T.O.B.B 0•-0" FIN. FL. SLAB ABV.11 D.P.= +3.5 PSF PSF REVIEWED FOR oMPLIANt BLWOD10 -34.8 PSF SECTION A -A - AM .P.= +3PSF IE"COUNT BOCC PROJECT LOG ISSUED FOR PRECON 08-25-20 ISSUED FOR PERMIT 09-24-20 W 0 W a J W W W W Z wW < W ul Lid j n Z a h 0 Z v `o pa Q an C an .2 -p fLll ll A LU aA _ aA c0 r`a aL f0 = v) C (n aa) ][Cleo - ow o ® C N u C LU to E d d Q c 9 arcc ar _ �^}o �e V jO H � N U � W O � CL Z � 2 ■f i C LO 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 & 1x 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, (� Y % F GARAGE DOOR VERTICAL REINFORCEMENT STUCCO FINISH CONIC COLUMN 1x2 MIN. P.T. BUCK SET IN CONC, OR MASONRY FILE l' w WEATHER STRIPPING SEALANT AND NAILED W/ REQUIRED, ADD (1) r A.B. TO EACH SIDE OF THE 1-1/2' CASE HARDENED COI PERIMETER SEALANT BRACKET THRU THE HORIZONTAL 2X P.T. HEADER, BY DOOR MANF. 2x6 P.T. BUCK RIPPED 4' MIN. EMBED MAX. 6" FROM EACH SIDE OF THE GARAGE DOOR NAILS AT 12' 0/C. MAX. CONIC. OR MASONRY TO WIDTH OF DOOR JAM CONIC. OR MASONRY 1x6 P.T. BUCK SET IN SET IN SEALANT FASTEN BRACKET. GALV. S7L. VERT. TRACK SEALANT AND NAILED W/ 1/4' DIAL x 3-1/4' BY MANF. FASTENED ib a - o po, W/1-1/2" CASE HARDENE TAPCONS 3' FROM E.E. �TRACK BRACKETS W/ p, COIL NAILS AT 12° 0/C, qOo ° AND 12" 0/C MAX J 1/4 20x1/2' CARRIAGE ° SQ •° MAX. ° o° '0 ® LL TYPICAL INSTALLATION LLL Clio BOLTS 7 LOCK NUTS DRYWALL BOARD DOOR TRIM r BRAGALY. ETL. TRACK CAULKING DRYWALL BOARD DOOR FRAME T Z BRACKETS FASTENED ALUMINUM FRAME, FASTEN WINDOW ASSEMBLY TO WOOD JAMB W/ TO STRUCTURE THRU BUCK CAULKING FASTEN TO BUCK W/ CONTRACTOR TO APPLY TO ALL SIDES OF MASONRY OPENING INCLUDING HEADER 3/16"xi-1/4' LAG SCREWS W/ 3 f16" TAPCON SCREWS DOOR FRAME (2) 16 A V. x ?" C all 0 0 AND JAWDS PER FBC 2017 703.4 2x8 P.T. ATTACHED TO 0 12 O/C. MIN. 1-1/4" EMB D / FASTENERS AS REDACTED LIQUID APPLIED REIIIIAE CONCRETE FASTEN TO BUCK W/ BY WIDOW MANUFACTURER FLASHING WATER PROOF PRODUCT TO WANU.s tAETNa) OF COLUMN W/ 5/8' WEDGE PERIMETER SEALANT (2) 3/16"x2-1/2" TAPCON DOOR TRIM O LLJ CN1LK ATraaalwr SHALL ANCHORS 0 2'-0' 0/C VERT. PERIMETER SEALANT l--1 MARBLE SILL MEET AANA 714 p yqq- ABV yUg,1g77Ep STUCCO FINISH SCREWS ®2'-0" 0A 'j APPLY PRODUCT DIRECTLY TO CLEW W COMPLETE INSTRUCTIONS (6' MAX. FROM ENDS) AND STUCCO FINISH ^ U AT CONCRETE SUBSTRATE PER IUNUF. SPECS 2 FROM INSIDE EDGE OF 2X8 HEAD DETAIL (WINDOW) JAMB/HEAD DETAIL (S.G.D.) Ln o WI DO„ INSTALLATION JAMB DETAIL (GARAGE DOOR) WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 HEAD/JAMB DETAIL (DOOR) FL I¢MORTAR OR � aTaur •_ . _ — _ ALUMINUM FRAME, FASTEN - (n TO STRUCTURE THRU BUCK DOOR THRESHOLD SET 1/4" = 1--Os U.N.O, • • " ;'' • I W/ 3f16' TAPCON SCREWS ALUMINUM FRAME OOR FRAME FASTEN IN BED OF CAULK & ° ' ' 0 12 0/C. MIN. 1-1/4" EMB D SECURE FRAME TO SILL TO BUCK W/(2) 3/1l FASTENED TO SILL Al TALL �, ' ,. ° .. e ' I SET SILL IN FULL WITH SILICONE x 1 1/2° SCREWS E L EVAT I 0 N S Et DRYWALL A.. - ,,. MORTAR BED AND HEAD Jalr 2-1/2' TAPCON ..:.:. .,, <::...:'..:.:..- ,.:.:.,....•:;••,t•.,,..- •;..• PERIMETER SEALANT SCREWS ®2'-O" 0/C 018" 0/C STUCCO OR DECORATIVE CAULKING • 'cEWIDOTTT0U5 Canxc STUCCO FINISH PERIMETER "' p• I� CONC. OR MASONRY > FLOOR COVERING �ROOR CRING T ; SECTIONS • • 3/4' FURRING TO ! 4 4.I 1MALANT AND NAILED T IN °. ;OQ Oo ° Oo ° o n ¢ ° o Jj 80 0 O MASONRY WALL. :• 8' GM.U. 1-1 /2" CASE HARDENED c o O 'O 60o �.. 'O 'O. / A'4 gPL NAILS AT 12" 0/C. �p {� OFX, PRECAST OR POURED o ° ° - dRYWALL BOARD SILL W/ 1 #5 BAR GROUT BED � CONIC. BOOR MULKING PERIMETER SEALANT CONCRETE SLAB PERIME NT STU ISH 2 PRECAST ISILL DETAIL JAMB DETAIL (WINDOW) SILL DETAIL (WINDOW) SILL DETAIL (S.G.D.) SILL D AIL R) CONCRETE WATER PROOFING APPLICATION WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 /r'r MW 57 PROJECT LOG ISSUED FOR PRECON 08-25-20 ISSUED FOR PERMR 09-24-20 11'-4" T.O.BB. cis m 1 9'-4" T.O.B.a m cd 00 16 A7 17 18 �n a iJ �HB 15 14 BL BV. m A TTN7 e m m A4 a h e BLX 1 i 6 A 1 1 J BLW. 12 13 aev. 1 A7 5 �n o % .ke3 c c+L m UA A7 A7 N"3 ''' m a o o z P E E N ERE W T SES o iT w 40 0 2 O/C YP L_�=�� +' C9 vi v c _v) 3 ca = rn+ Ei F° .� SEE SHEET A-7 FOR FRAMING DETAILSRL " 19 v E o E �_ E ni m N N O L= Z so �_ ~0 2 4 (n �, a g g o (7 w cg d o ++ ]L C� ca p�� N(�, O v 20 �' 1 A7 0 n All tu E U v> 3 _ L � n d c L m Ci V. BLW. .._ ....... Q) 3 4 23 CD .....� O A7 > b :a c t- 7 : v Ln 4 4 _ cv REVIEWED FOR T-ni 22 2 22"x54' CODE COMPLIANCE 4 A7 PULL ON STAIR 4 i 27 29 21 1 ST. LUCIE COUNTY A7 QOCC I A7 cdoi m cd as m od o 1 O j5 REBAR AT TOP A r l I- 4 MIN. (1) RED'D 1 A4 v � Z " 1-i/2" CLEAR u r Lu F = FILLED WITH GROUT / U = UNFILLED < ° c C M.U. o �_ Ln O U QUANTITY OF 15 REBAR AT a BOTTOM OF LINTEL CAVITY , Q J z GROUT 8F16-1B 1T w a /5 REBAR REINFORCING = 1/4" = 1'-0" U.N.O. PROVIDED IN LINTEL (VARIES) LNOMINAL HEIGHT QUANTITY OF FRAMING NOMINAL WIDTH REBAR AT TOP 7-5 8' ACTUAL �1 NOMINAL i - A-5 9'-4° O.B.B. tA7 � - s'-4" r.o.ee. 4 T.o.B.B. if`_4 T.O.B.B TYP. 0 WALLS BU8 8F16-OB/1T 8F16-1B/1T 8F24-0B/1T 8F24-1B/1T 8F30-1B/1T MW s 57 LLi tg I "LOTT'S" LINTEL BEAM SCHEDULE 1 B 1 T LINTEL LENGTH ALLOWED LOAD APPLIED LOAD ALLOWED UPLIFT APPLIED UPLIFT W � o W � W o: � w o z J J W = Z J < z W N _ n � LL F a -. LL � � Z O a TRUSS CONNECTOR SCHEDULE FASTENERS PER S'n AP ALLOWABLE UPLIFT PARALLEL LOAD (F2) PERPEND. LOAD (Ff) MARK USP CONNECTOR TRUSS RE -BEAM OR WALL SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP TC-1 TA12 5 10d x 1-112' - 990 1 1980 1 335 1 6701 245 1 490 TC-2 TA14 7 10d x I-W 1205 1 24101 J35 1 6701 245 1 490 TC-3 HTWM16 (8) 10d x 1-1/2' (4) 1/4' x i-3 4' WA& 1225 1 1225 if - 1225 TC-4 HTA16 9 10d x i-I - 1870 2430 710 131 270 TC-5 HTW20 (20) 10d x 1-112' (24) 10d x 1-1/2' 1530 M15 j.: 1) ALLOWABLE LOADS ARE BASED ON USP CATALOG 2015-16. 2) &.DR MAY USE LONGER STRAPS OF SAME TYPE SPECFIED. 3) USE GALVANIZED NAILS OR WOW SCREWS AS SPECIFIED BY MANUFACTURER. 4) TAPCONS SHOULD BE LOCATED AT THE FARINEST POINT FROM THE TOP OF THE BEAM. RING -SHANK NAILS TO HAVE THE FOLLOWING DIMENSIONS. j' 1. 0.113 INCH NOMINAL SHANK DIAMETER ALL WOOD TO WOOD CONNECTIONS 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER a 16 TO zD RINGS PER INCH SHALL BE USP HTW20 4. 0.280 INCH FULL ROUND HEAD DIAMETER 5. 2 INCH NAIL LENGTH DIAPHRAGM SCHEDULE (FASTENING REQUIREMENTS PER R803.2.3.1) DIAPHRAGM NANING DIAPHRAGM ZONE 1 ZONE 2 ZONE 3 PANEL FRAMNG BOUNDARIES EDGE INTER. EDGE INTER. EDGE INTER. LOCATION PANEL GRADE THICKNESS SPACING REMARKS ROOF APA RATED SHEATHING 8d RING- 8d RING- 8d RING- 8d RW- 8d RW4 8d RING- Sd RING - EXPOSURE 1, OR EQUAL SPAN RATING 40 10 19 32' 24' 0/C MAX SHANK 6' O/C SHANK 6' 0 C SHAW 6' 0 C SHANK 6' 0 C SHANK 6' 01C SHANK 4' 0 C SHANK 4' 0 C BLOCKED AS SHOWN ON PLAN EXT. WALL APA RATED SHEATHING EXPOSURE 1, OR EQUAL SPAN RATING 40120 1942 16' 0/C MAX 8d RING- SHANK 4' o/c 8d RING- SHANK 4' O/c 8d RIW- SHANK 6' 0 NAIL CORNER STUDS AT 4- C/C MAX TYPICAL BLOCK FREE EDGES APA RATED SHEATHING Bd RING- 8d RING- 8d RING- INT. EXPOSURE 1, OR EQUAL 16' 0/C SHANK SHANK SHANK BLOCK FREE WALL SPAN RATING 32116 T5 31 MAX. 60 C 6- 0 C 12' 0 C EDGES 3424# MAX. SEE DET. 2/A7 ti -- I I I I I I 123# MAX. TOP OF kRG❑ @ P'-4" TO C/L OF BRG aLo � H 9'-4" CLNG aim MAX. E.E. 485# M fC-1 TC-1 94" CLNGC I I I I � I I I I I I I I I I I � I I I T I I I I I I I I I I J5- EJ21 EJ21 I I N I Lo w J3 I . I - ----- ---- ---- U U G G 538# MAX. TC-1 X Q 1 1�a E.E. SEE DET. 7 u V4 �i �� i V3 A ME, imini1►, i� TC-1 r Q �n m y 9'-4" CLNG I 1 3 ' I Q I g I I � U H 2 I I I 1438# MAX. 1 (2) TC-1 I I J7 I I -_--k, REVIEWED FOR ODE COMPLIANCE ST\.41JCIE COUNTY OCC IT PROJECT LOG ISSUED FOR PRECON 08-25-20 ISSUED FOR PERMIT 09-24-20 o W � J w J W w � a W Z Z j b zb Z J O a m Z c O rme � y o f 72 n ' v Q. C7 NI C N CT a+ C CC So au � O 'gypv �. c a aY3 i o` r=o cc o+� cT/1 Li N E G _ E N 0 O — L = c C = =p C=7 � n O F FILE GOP --IR 0 FmI o 0 O V 0 Lu Lnn o U � Q J o W 1/4" = 1'4' U.N.O. BRACING - _ A-6 sm 14 w U to FIBERMESH OR WELDED WELDED WIRE MESH TRANSVERSE REBAR WHERE OCCURS :} SEE FOOTING SCHER WOOD POST, RBERMESH OR CONC. SEE FRAMING PLAN WELDED WIRE MESH COLUMN PAD REBAR MATCHING DOWELS SEE F0071NG SCHED. 48 BAR DIA. MIN. EDGE BARS ALWAYS GRADE d" 1 W/SID. HOOKS REMAIN. SPACE OTHERS EQUALLY. y I I Q, •. P'-'ram"•�' ' '°.. I SCHED. I SEE SCHEDULE OEXT. O IN MONOLITHIC CONT. MONOLITHIC . 8 MATCHING DOWELS FOR ow Ca(COLUMNS 48 BAR DIA. MIN. FBERMESH OR MIN. W/STD. HOOKSm WELDED WIRE PAD REBAR 5Hal V_F MESH (SEE SEE FOOTING SCHED. 1' a SCHEDULE) EDGE BARS ALWAYS i w REMAIN SPACE N OTHERS EQUALLY. TRAfJ • E W .. p ... : :A �. .. SEE OTHER EQ. EQ. DETAILS FOR AO REBAR EQ EQ. SEE FOOTNG SCHEDULE EDGE BARS ALWAYS SEE ED. REMAIN. SPACE OTHERS EQUALLY 7 ISOLATED PAD ..'i �.a ° WIREOUMESH MESH ~� 1-� CONT 3' MIN COVER 10" RSE REBAR )CCURS 34 THICKENED EDGE #1 SEES ULE FOOTING SCHED. BEYOND 19 EXT MONOLITHIC AT PAD 38 EXT. CONT. MONOLITHIC 6 ENG, AND APPROVED WOOD TRUSSES SEE TYP. WALL SEC7RION FOR ACTUAL HEEL AND OVERHANG CONDITIONS SEE TRUSS CONNECTOR SCHEDULE SELECT CONNECTOR BASED ON LOADS SHOWN ON FRAMING PLANS INSTALL PER. MFR. SPECFlCA710NS \ — SEE PLAN 4'-0" MAX. CONT. MASONRY BOND BEAM CONT. POUR S70P 8' CMU WALL iCONNECTION DETAIL LISP KCCQ44 OR SIMPSON CCQ44sds2.5 FASTEN PER MAN'F. SPECS 56801 MAX. WOOD POST SEE FRAMING PLAN (6) 1/4-x2-1/2- LG. SDS SCREWS TO POST SIMPSON HDU5 HOLD DON 56451 MAX. HEDGE ANCIHOR 4' MIN. EMBED. aZ CONNECTION DETAIL NOTE: MAY BE ATTACHED TO VERICAL TRUSS MEMBER FOR DESIRED INSTALLATION DUE TO TRUSS PROFILE DISCREPANCIES PRE-ENGINEERED WOOD ROOF TRUSS 0 24- 0/C SIMPSON MGT W/ 22-10d 71:—NAILS INTO TRUSS CONC. 71E BEAM OR MASONRY BOND BEAM (1) 5/8' ANCHOR INTO BEAM W/ 5" MIN. EMBED. SET IN EPDXY MAX UPLIFT = 39651 A7 CONNECTION DETAIL IA' DRYWALL OVER TYPICAL FURRING EXTRA LAYER OF 1/2' DRYWALL SURRONDING FRAME ARCH TYPICAL FURRING APPLIED 70 SHEATHING 19/32 PLYWOOD ARCH 4 CONNECTION DETAIL NAIL SILL PLATE THROUGH — TO CROSS BLOCK W/2-16d NAILS AT EACH TRUSS FRAME KNEE WALL 2x4 STUDS 0 24' 0/C W/ 19/32' EXT. SHEATHING TOE NAIL TRUSS TO CAP W/3-16d NAIL�SEE-ENt; WOOD TRUSSES SEE 7YP. WALL SEC7IOIS ACTUAL HEEL AND OVERHANG COND177ONS NOTE: FGTR MAY BE ATTACHED TO BOTTOM CHORD FOR DESIRED INSTALLATION DUE TO TRUSS PROFILE DISCREPANCIES AEPRE-ENGINEERED WOOD INVERTED GIRDER TRUSS SIMPSON FGTR W/ 18-SDS 1/4' X 3' SCREWS INTO GIRDER CONC. TIE BEAM OR 2-1/2" X 5 1]TEN MASONRY BOND BEAM HD TO MASONRY WALL PER MANUF. SPECS MAX. UPLIFT (1) FGTR = 50001 (2) FGTR MAY BE ADDED TO ACHIEVE DESIRED UPLIFT = 94001 MAX. A7 CONNECTION DETAIL CONT. 2x6 P.T. BUCK FASTENED TO LINTELS W/ 1/4'x3' LG. TAPCONS 0 12' 0/C MAX. AND TO BLOCK OR CONC. W/ HIL77 ONI-62-P8 0 8' 0/C MAX. i ZK6 P.T. CROSS BLOCK REQUIRED ONLY IF FREE EDGE DIMENSION EXCEEDS 24' SEE DIMENSION. NAIL TO BUCK AT EACH END W/ (4) 16d NAILS EDGE OF MASONRY OPENING 19/32 EXTERIOR SHEATHING W/PAPERSACKED HI RIB METAL LATH 2X4 PT BLOCKS ALONG ARCH NAIL 70 PLYWO. EACH END VIEW W/(3) 10d x 1-112' COL NAILS DE BEAM OR BOND BEAM 5/8: WEDGE ANCHORS 0 24' 0/C W/3 x3'x1I4 STEEL WASHERS EMBED (4) MIN. 2x4 CROSS BLOCK 0 24' O/C TYP. TOE NAIL EA. END W/(3) 16d NAILS TYPICAL 7RUSS CONT. 2x4 RIBBON W/ 3-16d NAILS EA. STUD p7 CONNECTION DETAIL A7 CONNECTION DETAIL ALLOWABLE LOAD 1061 1/IRUSS UPLIFT PRE-ENG NO. TRUSSES 0 24' 0/C (SEE CONNEC77ON SCHEDULE) PLAN BOX -OUT DETAI A% SCALE: 1 4 = 1-0 19/32' EXT. GRADE PLYWD. NAILED 0 6- O/C AT PANEL EDGES & 12- 0/C—� FOR THE REMAINING FIELD W/ 10d NAILS 2x8 VERTICAL. NAILED TO ROOF, 7RUSS.W/ (3)10d NAILS, NOTCHED AND TDENAILED W/ (J) 10d NAILS TO PLYWOOD ON BLOCK WALL. (3)1/2'4' PCS. EXTERIOR PLYWOOD CUT TO CONTOUR OF ARCH, SHOT TO WALL W/ 3- PINS 0 12' 0/C (1 1/4- EMBED) L (16) WS3 TO G.T. :. SIMPSON KECCQ44 OR APPROVED EQUAL. 71051 UPLIFT MAX. (14) W53 TO W0. POST WOOD POST SEE FRAMING PLAN (14) 114' x 2-1/2' SOS THROUGH POST 'SIMPSON HDU5' HOLD DOWN OR APPROVED EQUAL 56451 UPLIFT MAX. (1) 5/8' DIA. WEDGE ANCHOR 4' MIN. EMBED. PROJECT LOG ISSUED FOR PRECON I D8-25-20 ISSUED FOR PERMIT 09.24-20 w W W W a ui J Z W z Z o Z J < w 3 LL W U � a Z t Oa 0 Ln o mac— w a F5 — f a� 0 .� i3S n w c 0 iL m c 3 Y N O c -C3 0 0 43 £ `o M= o+° aci ccn V C = N3 W +�+ c '9 0 w aj o c �c 'Lnj VI d N p G='J E �:0 z aT I c/) Q u N s 0m � C? 6 O W _> a � _ \ Imo� C:) F x n h� 0 u R iV' I Lf) CV a 0 CV a FILE COPY U- O LL 0 O O 0 O W U' LLnn � a J 1/4" = V-0" U.N.O. DETAILS A-7 {�'� MW - 57 Q� ELECTRICAL SYMBOLS II DUPLEX RECEPTACLE SINGLE POLE Q PRE WIRED JACK e DETECTOR NEST ® EYEBALL �D DUPLEX RECEPTACLE SWITCH 220 V. RECEPTACLE SECURITY �USB STATION Q� FLOOD LIGHTSuF.P.&L. METER II8 AT BASE T 3 THREE WAY AT 12' A.F.F. @ SMOKE g & DISC. HVAC DETECTOR Q� DUPLEX RECEPTACLE SWITCH SMOKE / CARBON ®ER Ila AT 8' ABV COUNTER T 4 FOUR WAY THERMOSTAT IS MONOXIDE DETECTOR PANEL INTERCOM SWITCH (� EXHAUST O DUPLEX RECEPTACLE $ SWITCH AT 60' A.F.F. DISCONNECT y FAN FLUSH IN FLOOR I R RHEOSTAT TELEPHONE OUTLET EXHAUST FAN Q� $ ® AT 12' A.F.F. V W/ OR PADDLE FAN W/ LIGHT II aP GROUND FAULT TA o DIMMER TELEPHONE OUTLET ViU/ LIGHTR LV DOOR yFLUSH IN FLOOR FLUORESCENT RELEASE DUPLEXREC. RECEPTACLE TK KSWTCH EYED ® SPEAKER FIXTURE CLG. MNTED. y VOLUME SWTCHEDIN CLG. INCANDESCENT LIGHT CONTROL ?wp DUPLEX RECEPTACLE SECURITY SPEAKER FIXTURE CEILING MNTED. QUADRUPLEX II GFI WATERPROOF KEYPAD WALL OUTLET INCANDESCENT LIGHT RECEPTACLE lr DUPLEX RECEPTACLE JUNC710N FIXTURE WALL MINTED. J ❑u SPEAKER HI HAT ® LOW VOLTAGE ING UNDER COUNTER BOX HOME RUN ® TRANSFORMER CLG. MOUNTED Q INTERCOM © DOOR i CAT6 ® HI HAT F6 FAN BOX I STA71ON CHIME T HOME RUN VAPOR PROOF IN CLG. ELECTRICAL SCHEDULE QTY NAME 2 CAT6 HR 2 CDUP_RECEPT 9 CGFI_RECEPT 2 DED_RECEPT 1 DOOR CHIME 3 DUP220_RECEPT 36 DUP_RECEPT 4 EXHAUST FAN 6 FAN BOX 1 FDUP_RECEPT 6 FLOUR. CLG. FIX. 1 GARAGE OPENER 11 GFI_RECEPT 39 HI HAT 3 HI HAT_VP 1 HVAC STAT 4 INCAN. CLG. FIX. 2 INCAN. WALL FIX. 1 PHONE 3 SD 3 SDCM 1 SDUP_RECEPT 37 SWITCH 3 SWITCH DISCONNECT 9 SWITCH-3-WAY 3 SWITCH-4-WAY 6 TV 2 UCDUP_RECEPT 4 UC_LITE 1 USBDUP_RECEPT 4 WPDUP_RECEPT NOTE: PROVIDE ARC —FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL RECEPTACLE AND LIGHTING OUTLETS INCLUDING SMOKE DETECTORS PER 2017 NEC 21D-12 (B). 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: ACCEPTABLE SMOKE & CARBON DETECTORS TO BE INSTALLED ARE BRK SMOKE-9120B C/0—SC9120B KIDDE SMOKE-21007581 C/O 21006377—N !TO* ALL EDGE OF SWITCH PLATES BE NO LESS THAN 4' FROM OPENINGS NOTE: GARAGE PUSH BUTTON LOCATED 0 60' ABV GARAGE FLOOR 72' MAX. NOTE: THERMOSTAT TO BE 62' A.F.F. AND 9" HORIZONTALLY FROM ANY CORNER OF WALL OR OPENING PER PLAN *NOTE* — ALL ABOVE COUNTER AND ISLAND OUTLETS TO BE DECORA — ALL SWITCHES TO BE DECORA GARAGE CEILING 20 STUDS GARAGE FLOOR ELECT. PANEL / CHASE 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. ELEC. PANEL "A" 200 AMP CIRC. DESCRIPTION POLE BRKR WIRE VA. 100% 2 AHU HEAT STRIP 2 60 6 0 9.6 2 A/C COMPRESSOR 2 40 8 0 0 1 ELECTRIC COOKTOP 2 5D 6 10.0 0 1 OVEN/MICRO COMBO 2 40 8 10.0 0 2 DRYER 2 30 10 5.0 0 2 WATER HEATER 2 1 30 1 10 4.5 0 1 LAUNDRY 1 20 12 1.5 0 1 HOOD 1 20 12 1.5 0 1 DISHWASHER/DISPOSAL 1 20 12 1.2 0 1 REFRIGERATOR 1 20 12 1.2 0 3 SMALL APPLIANCE 1 20 12 4.5 0 1 BATH GFI 1 20 12 1.5 0 14 GEN. LIGHTING 1 15 14 5.4 0 FIELD VERIFY LOCATION AT FRAME WALK 1_ 4'-0' INTERIOR ELEVATION - "WaftountedTV" OPTION CALCULATION NOTES: A. HEAT STRIP LOAD GOVERNS OVER CONDENSER UNIT LOAD. B. GENERAL UGHTING CALCULATED 0 2521 (SQ.FT.) x 3 (WATTS/SQ.FT.) = 7563 / 14 (GEN.LTG.CIR.) = 540 (WATTS/EA.) C. A/C CONTRACTOR SHALL SIZE A/C UNITS. A/C UNITS SHOWN ARE FOR ELEC. CALCS. ONLY. 200 AMP SERV'CE p METER DISC. CO (1) SETS OF (3) 14/0 AKV. THWN IN 2 CONDUIT 'A' PANEL 200 A 5/8' COX 10' CU SUPPLEMENTAL GROUND ROD AND TO ONE RETNFORCEING BAR IN THE FWWA77ON 20'-0' LONG MIN. ELECTRICAL RISER DIAGRAM R NCE 4TY PROJECT LOG ISSUED FOR PRECON 08-25.20 ISSUED FOR PERMIT 09-24-20 W a e W u L J LU = a z W Z Z w U ~ n Z 2 Z C o Oa ro �15 15 C �-- CT ro L -0 no � y 'C >.. 22 an n o ai +� c c ro .N� cc � o � � i U y N CO C�7 °��7F!LU a '0ro c c E = E a o 2 o no Q= �m Y Z C `c E col J U- O W Q J r W JJ 2: (! M ELECTRICAL E-1 1 st 10,000 at 100% = 10.00 REMAINDER AT 40% = 14.52 A/C LOAD AT 65% = 6.24 TOTAL = 30.76 46.3 1 9.6 30.75 x 1000/240 = 128.2 AMPS W = 57 2' SHWR BATH 3 ,�T KITCHEN 2• 3. 2• �J�� AVV 2 ;y -m LAUNDRY 3' 2' TUB Ai 3• i LAY C PLUMBING RISER DIAGRAM 2• � sHWR I All MASTER BATH 0 MIN 3 6x6x5 65 CFM R.A. W/ 8110 FLEX IOXIOX8 181 CFM • n d -- u BEDROOM d 2 6XGX5 55 CFM 22 x54:95AIR PULL DM W/SW. T. 2 CAR GARAGE 12"x12" R.A.C< W/ 8110 FLEX F 1 rr AHi:-1 SJON I NOOK 12x12x9 227 CFM KIT !:I:1 COVERED LANAI MASTER SUITE 42x'(2x (0 312 CFM GREAT ROOM A WIC 10"0 N h 1 a"x'i a" R.A.C. W/ 12" 0 FLEX 6x6x4 6x$x4 22CFM 12 x 12 x 9 14 CFM 4"0 253 CFM 4"0 9„ � WIC 4„0 Ex 6x8x �V 20 CFM 7 6 50 CFM 8 x 8 x 8 Y EXHAUS' 74 CFM 14"0 MASTER BATH 16i1■1Qx10x7►� I� III YIII� • _ -0 r��•����t�t���e r•rr�►rttrt�t��tttrnenr ir:•: �t�n���� t�r�t��t; •nttr���������rr���� r�r �� .� tttttttttttta��tututtttttttttttuttu• �t��uttttttt uuu- ttttttttttutttuttttlttltiL„f� r �9�i! di :'i�i�ii�i�i�i�i�irr�r�.���r�rs r o �: ii �s � • � rr�. �� rl U • 51 l�� =_ � - ������Q��W����� � JJJOyept4� �t�; ��tpttp�ttJa�t�tp�Jt�Jt�dihtiltiti'i�i�itititi�,'_'ittrJOttiL',2;1 ' r, DINING •�� 7 JIIIIIII[-:II �1 �I-.1[-.1L. PCOVEVRED� PORCH ]I__]L-IIIIIIIIIIIC=1r 1 �= :IIIII 1111❑C T-STAT SHALL BE WITHIN 3 FEET HORIZONTALLY OF MAIN RETURN .: NOT SCALE REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC PROJECT LOG ISSUED FOR PRECON 08-25-20 ISSUED FOR PERMIT 09-24-20 W a $ o w J 41 W d W 4 z � LL LL W Z U z N z � a Z= pa L p �o O� 2 C Qr L .D � � T cinu L d O o O rn CL �oQ) t to S p �n ce o OL E -pp�--pp o w .9 C 9 E N 0 L 9 �� (n o o � Y N E W R m C� con Li fa Z f1 -D U u M ® Q4 z E-� p 0 0u O w r J _J W �L un 1/4" = 1'-0" U.N.O. MECHANICAL M-1 MW = 57