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HomeMy WebLinkAboutRevisions; Added Rear Door, Closet to Den etc.1 I FFICE USE ONLY: ATE FILED: (� ' I a' 2ousirlb0.J VISION FEE: $ LOCATION/SITE ADDRESS: PERMIT # C ^x RECEIPT# l �Q�3 PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION RECEIVED 2300 VIRGINIA AVENUE NOV 12 2020 FORT PIERCE, FL 34982.5652 (772) 462-1553 Permitting Department St... Lucie County APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION DETAILED DESCRIPTION OF PROJECT REVISIONS: 0,_6 &12C1;eA�r\ bn1C�4o SL CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: CBC051145 ST. LUCIE CO CERT. #: BUSINESS NAME: GRBK GHO Homes LLC QUALIFIERS NAME: William Handler ADDRESS: 590 NW Mercantile Place CITY: Pt St Lucie STATE: IjL ZIP: 34986 PHONE (DAYTIME): 772-773-0075 FAX: 561-688-0909 OWNER/BUILDER INFORMATION: NAME: GRBK GHO St Lucie LLC ADDRESS:590 NW Mercantile Place CITY: Port St Lucie STATE: FL ZIP: 34986 PHONE (DAYTIME: 772-773-0076 FAX: 561-688-0909It ARCHITECT/ENGINEER INFORMATION: NAME: Donald J Ndelle ADDRESS: 116 ll§VVRowenaSt CITY: Port St Lucie PHONE (DAYTIME): 561-629-6975 SLCCC• 9123109 Revised 06130117 PROJECT LOG ISSUED FOR START 10.16.19 ISSUED FOR PERMIT 11-07-19 BLDG COMMENTS 03-11-20 BUYER LATE CHANGES 11-05-20 1 GENERAL NOTES I. THIS PLANS WERE PREPARED USING THE 2017 FLORIDA BUILDING CODE GTH EDITION 2. TYPE OF CONSTRUCTION: CLASS V. UNPROTECTED, GROUP R3 OCCUPANCY PER FLORIDA BUILDING GODS. 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 WITH THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY SECTION. 6. REGISTERED BAITING SYSTEM FOR TERMITE TREATMENT TO BE INSTALLED AND MONITERED BY THIRD PARTY PRIOR TO FINAL BUILDING APPROVAL PER F.B.C. 2017 2\1( ABBREVIATIONS ABV ABOVE AFF ABOVE FINISHED FLOOR AHU AIR HANDLER UNIT B.F. BI FOLD B.P. BI PASS BLK. BLOCK BLW BELOW BIRO, BEARING BTM. BOTTOM CLG. COUNG CMU CONCRETE MASONRY UNITS COL COLUMN CONIC. CONCRETE CSMT. CASEMENT DBL DOUBLE DIA DIAMETER DISP. DISPOSAL DP DESIGN PRESSURE DR. DOOR DW DISH WASHER E.E. EACH END ELEC. ELECTRICAL ELEV. ELEVATION ES. EACH SIDE THESE PLANS WERE PREPARED USING THE 2017 FLORIDA RESIDENTIAL BUILDING CODE 6th EDITION EJGT. 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 FIR FRENCH DOOR MAX. MAXIMUM FIN. FINISHED MFR. MANUFACTURER �, FLOOR MICRO. MICROWAVE G.T. GIRDER TRUSS MIN. MINIMUM GA. GAUGE M.O. MASONRY OPENING GALV. GALVANIZED MONO. MONOLITHIC GFl GROUND FAULT INTERRUPT MTL METAL GL GLASS O.H.D. OVER HEAD DOOR GWB GYPSUM WALLBOARD O/C ON CENTER GYP. BD. GYPSUM WALLBOARD P.L.F. 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 SLIDING PARTN. PARTITION HVHZ HIGH VELOCITY HURRICANE ZONE PKT. POCKET INS. INSULATION PLYING. PLYWOOD INT. INTERIOR R.O. ROUGH OPENING I.G. LONG S.C. SOLID CORE UN. LINEN S.G.D. SLIDING GLASS DOOR LT. LIGHT 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.O.PL TOP OF WOOD PLATE T.O.T.B. TOP OF TIE BEAM TYP. TYPICAL U.N.O. UNLESS NOTED OTHERWSE UL UNDERWRITERS LABORATORIES V.I.F. VERIFY IN FIELD W.A. WEDGE ANCHORS W/ WITH WC WATER CLOSET WIT. 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, SIZE, 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' MM. EMBED. D.P.= +29.3 PSF +39.2 PSF -43.7 PSF 2-3/4" MIN. EDGE DISTANCE. 6' FROM ENO -34.0 PSF B FL 17499.1 (2) 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 01C" O/C MAX. SPACING & 2" FROM EDGE -34.9 PSF C FL-20468.11 SGL LITE 30BO THERMA TRU N/A 1/4' TAPCONS W/ 1-1/4- MIN. EMBED CORNERS 0 D.P.= +32.2 PSF +50.0 PSF -50.0 PSF OR W/ SIDEUTE 1 5" & 14' O/C MAX SPACING. -35.1 PSF D FL 15349.5 4624 TRANSOM MI WINDOWS & DRS SGL IMPACT 3/16- TAPOONS W/ 1-1/4' MIN EMBED D.P.= +34.8 PSF +55.0 PSF -55.0 PSF EQUAL SPACING & 3' FROM EDGE -37.8 PSF E FL 17499.1 (2) 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 010' O/C MAX SPACING & 2' FROM EDGE -34.9 PSF F FL 15349.5 3020 TRANSOM MI WINDOWS & DRS SGL IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED O.P.= +34.8 PSF +55.0 PSF -55.0 PSF EQUAL SPACING & 3' FROM EDGE -37.8 PSF G FL 15349.5 3020 TRANSOM MI WINDOWS & DRS SGL IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED D.P.= +34.8 PSF +55.0 PSF -55.0 PSF EQUAL SPACING & 3" FROM EDGE -37.8 PSF H FL 17499.1 SH H33 MI WINDOWS & DRS SGL IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P.= +34.8 PSF +55.0 PSF -55.0 PSF 0 1O' O/C MAX SPACING & 2- FROM EDGE -37.8 PSF FL 17499.1 SH 35 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 0 10- O/C MAX SPACING & Y FROM EDGE -36.2 PSF J FL 22401.3 12080 SOD MI WINDOWS & DRS SGL IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P.= +29.7 PSF +55.0 PSF -55.0 PSF 0 12- O/C MAX SPACING -32.6 PSF K FL 174B9.1 MI WINDOWS & DRS SGL IMPACT 3/18- TAPCONS W/ 1-1/4' MIN EMBED D.P.= +31.5 PSF +55.0 PSF -55.0 PSF L FL-20468.10 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 ?25 4' & ME- O/C MAX SPACING. -34.9 PSF 17 .1 3 T ON / -1/4 IN B D. _ SF + - 0 10- O/C MAX SPACING & 2- FROM EDGE -46.6 PSF N FL 17499,1 MI WINDOWS &DRS SGL IMPACT 3/18' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +33.9 PSF +55.0 PSF -55.0 PSF 010' O/C MAX SPACING & 2' FROM EDGE -36.8 PSF 0 FL 17499.1 SH 25 MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +33.9 PSF +55.0 PSF -55.0 PS 010' O/C MAX SPACING & 2' FROM EDGE -36.8 PSF P FL 17499.1 SH H33 MI WINDOWS & DRS SGL IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED D.P.= +34.8 PSF +55.0 PSF -55.0 PSF 010' O/C MAX SPACING & 2' FROM EDGE -37.8 PSF Q FL 17499.1 SH 26 MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +33.5 PSF +55.0 PSF -55.0 PSIF 0 10' O/C MAX SPACING & 2- FROM EDGE -36.9 PSF ATTACHMENT METHOD BUILDING DESIGN PRODUCT DESIGN PRODUCT MODEL MANUF. TYPE, SIZE, SPACING, EMBED., STIFFENERS, ETC PRESSURE PRESSURE MULLIONS MAX. HORIZ MI WINDOWS & DOORS 1/4- TAPCONS W/ 1-1/4- MIN EMBED (4) FASTENERS PER CUP TOP & BTM. 37.7 PSF 54.0 PSF -54.0 PSF FL 15353.4 FL 53 ROOFING NOA NO. 18-0829.05 EAGLE ROOFING (2) 10d RING SHANK NAILS -83.4 psf -172 psf. BEL-AIR CONCRETE TILE PRODUCTS ROOFING NOA NO. 17-0614-.22 POLYGI. USA MEMBRANE POLYSRCK TU MAX SELF ADHERED 1 OR MORE UNDERLAYMENT SBUNDERLAYMENT INC. PLIES NAILS AND TIN CAPS 12- GRID, 6- D.C. AT A 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 MASONRY NOTES PLAN NOTES FRAMING NOTES ELECTRICAL NOTES 1. CONCRETE UNITS TO BE ASTM C SO-SO. ASTM GRADES NI OR NIT. PROVIDE PRECAST LINTELS AS NECESSARY. (t'm = 1500 PSI} 1. PROVIDE ix2 P.T. P HORIZONTAL 0 COILING 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 VERY. 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. 2- ALL ORE SHALL BE THHN COPPER, UNLESS NOTED OTHERWISE. 3. CELLS, LINTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 3000 PSI 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 6T ABOVE FLOOR SHALL BE TEMPERED. ALL GLASS IN SIDELIGHTS, SLIDING GLASS BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME PROFESSIONAL OF I WHERE REQUIRED BY OTHER CODES• SERVE 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 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 lot FLOOR WINDOWS. THE OFFICE FOR RENEW. TRUSS DESIGNERS MUST PROVIDE ALL TRUSS CONNECTIONS AS PART OF 5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION. A. ASIM A615-94 PER REINFORCING SECTION (GRADE 60). BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR. THE DESIGN. B. VERIFY ALL CONDUCTORS AND BREAKERS WTH EQUIPMENT MANUFACTURER B. WHEN A FOUNDATION DOWEL DES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE q. IN AREAS OTHER THAN HVIHZ FIXED GLASS THICKNESS SHALL COMPLY WITH BECKON 2411 VHZ FIXED 4. TRUSS MANUFACTURER SHALL SUBMIT THREE (3) COPIES OF SHOP DRAWINGS AND SPECIFICATIONS. SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL AUGNMENT, EVEN THOUGH IT IS IN AN ADJACENT ELL TO THE VERTICAL WALL REINFORCING. 4. F.B.C. AS THE MINIMUM ALLOWED. ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER. OF THEIR ROOF TRUSS DESIGN FOR REVIEW INCLUDING TWO (2) COPIES FOR ARCHITECTS RENEW 7 PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY LOAD AND UNITS. PRIOR TO FABRICATION. REVIEW OF TRUSS SHOP DRAWINGS IS A COURTESY BY THE CLEARANCE OF ONE-HALF INCH FROM C. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE 5. PROVIDE A MINIMUM OF 4' CLEAR ALL AROUND MR HANDLER UNITS. 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 DWELLING ROOMS MUST HAVE HVAC RETURNS. RETURNS MAY BE DUCTED, JUMPERS OR THERE IS ANY CONFUCT OR ADDITIONAL STRUCTURE NEEDED, THE TRUSS COMPANY SHALL RECOMMENDATIONS. C. VERTICAL REINFORCING SHALL BE AS LOCATED ON THE PLAN AND AS INDICATED IN THE TRANSFER GRILLES. NOTIFY THE ARCHITECT IN WRITING OF THE SPECIFIC RE AS OF CONCERN. COLUMN SCHEDULE 9. PROVIDE GFl BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS 7. 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 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 WTH 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 APPUANCES SHALL BE UL APPROVED AND AS CONTINUE UNINTERRUPTED. BEAM SCHEDULE NOTES ELECTED BY BUILDER. HORIZONTAL' 6. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CUPS, TOP AND 11. PROVIDE PRE -WIRED TELEPHONE OUTLETS AS SHOWN ON PLAN. BOTTOM EACH STUD, AS PER CODE. A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM SCHEDULE. N0� COMPOSITE UNTEL (MARK "L') TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWSE 7. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE 'TIMBER CONSTRUCTION 12. PROVIDE PRE- WIRED T.V. OUTLETS FOR CABLE AS SHOWN ON PLANS. 5. GENERAL: 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 'BB') REINFORCING SHALL BE CONTINUOUS THROUGH BOND 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, 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/TM.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). COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. 3. BOND BEAM SCHEDULE DEPTHS RE MINIMUM AND MAY BE INCREASED 8' TO FIT BLOCK WORK. 9. CARPENTER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING USED 15. ALL CLOSET UGHTING SHELL COMPLY WITH NEC SEC. 410.8, B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.1-05 A.S.C.E 7-10/T.M.S. 602- SPECIFICATIONS 05, SPECIFICATIONS FOR MASONRY STRUCTURES AND THE COMMENTARY ON SPECIFIC 4. REFER 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 UGHTING 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 TANDEM WIRED SO ALL DETECTORS SOUND SIMULTANEOUSLY. 6. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL AUGNMENT CONCRETE NOTES STAMPED BY THE TRUSS MANUFACTURER. (UNLESS NOTED OTHERWISE) SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL 17. PREWRE FOR GARAGE DOOR OPENER SENSOR. 11. ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (3) 2X12'S UNLESS OTHERWISE 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 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 GROUTING. CONCRETE WORK SHALL BE IN ACCORDANCE WTH 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 DETERMINED BY AN APPROVED LUMBER GRADING AGENCY. 3/4" BEAMS AND COLUMNS - 1 1/2' FORMED CONCRETE BELOW GRADE-2" UNFORMED 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 20 0 24' O.C. 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 PUUMBING FIXTURES SHALL BE INSTALLED IN ACOORDANCE 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 E 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. 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 CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWSE. 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. OTHERWISE NOTED. FRAMING MEMBERS W/ NAILS OR STAPLES TO PROVIDE AT LEAST 1-3/4' PENETRATION 5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT 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. 4. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 2500 P.S.F., ALL LOADS DURING CONSTRUCTION. FRAMING MEMBERS ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS SHALL BE 5. FILL PLACED WITHIN 5'-O' 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 WHEN RIB LATH IS INSTALLED. SHEATHING: 14 GAUGE STAPLES 1" LEG, 7/16" CROWN METAL 5. CONDENSATE DRAINS MUST BE A MINIMUM OF 12' OFF THE BUILDING. WELL GRADED SAND COMPACTED TO ACHIEVE A DETAILS OR FIT BLOCK COURSING, DROP BOTTOM OF TIE BEAM AS REQUIRED AT WNDOW AND INSCREWS V2 x 1/27 WASHER HEAD STAPLES SHALL NOT BE 6 INSTALL CHASE PIPE FOR HVAC, MINIMUM OF 95X MODIFIED PROCTOR ASTM D 1557. DOOR BEAMS (28' MAX.) AND ADD 2-#5 BARS BOTTOM IF DROP EXCEEDS 8'. LIEDG GS FOR� DRAPINGCE]U 6. ALL MONOLITHIC FOOTINGS HAVE BEEN CHECKED TO PREVENT THE USE E TRANSFER REINFORCEMENT AT PERIMETER. RATIONAL ANALYSIS SHALL BE SUBMITTED, BUT ONLY IF 7. DOWELS COLUMN AND WALL REINFORCING TO FOOTING WITH SAME SIZE AND NUMBER OF 15. PNEUMATIC FASTENERS SYSTEM TO BE HILT -COIL NAIL PROGRAM, TYPE TO BE CRF 112G MECHANICAL NOTES REQUESTED BY THE BUILDING OFFICIAL DOWELS AS VERTICAL BARS ABOVE 1-1/2' LONG AND .120" DIAMETER U.N.O. 7. CONCRETE FOR FOUNDATIONS AND FOOTINGS SHALL BE 2500 PSI MIN. 8. REINFORCING STEEL SHALL BE LAPPED 48 BAR OA. MIN. WHERE SPLICED AND SHALL BE WIRED TOGETHER. PROVIDE CORNER BARS SAME SIZE AND NUMBER AS HDRIZ BEAM 16. TRUSS MANUFACTURER SHALL DESIGN TRUSSES TO COMPLY WITH ALL SUPERIMPOSED 1. ALL HEATING, AIR CONDITIONING, REFRIGERATION AND VENTILATION EQUIPMENT SHALL "FLORIDA 8. DAMAGE PROBABILITIES FROM TERMITE INFESTATION IS VERY HEAVY PER TABLE R3D1.2(1). REINFORCING AT EACH FACE LAP 48 BAR DIA MIN. WIND LOADS PER F.B.C. 2017 6TH EDITION &ASCE 7-10. ORM UIREMENTS SET FORTH IN THE BUILDING CODE MECHANICAL' AANNDFCHAPTERT28 OFQTHE FLORIDABUILDING CODE, 9. PLACING DRAWINGS ON BAR LISTS SHALL CONFORM TO ACI'S 'MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS PUBU6HED BY THE STEEL NOTES GARAGE NOTES CONCRETE REINFORCING STEEL- INSTITUTE UNLESS NOTED OTHERWISE. 10. DAMAGE PROBABILITIES FROM WEATHERING IS NEGUOIBLE PER FBC TABLE R301.2(1). 1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC "SPECIFICATION FOR THE DESIGN, 11. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WTH SOLID WOOD FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS' 2005 EDITION. MATERIALS DOORS NOT LESS THAN j' (35 MM) THICK, SOLID OR HONEYCOMB CORE STEEL DOORS NOT SHALL 307-00 CONFORM THE APPLICABLE c GRADE B (O AS FOLLOWS: SHAPES, PLATES A-38II BOLTS LESS THAN V" (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOOR S PROPOSED SINGLE FAMILY RESIDENCE BY: DUCTSS IN GARAGE AND THE SEPARATING OR CEILINGS 2. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING SOCIETY'STRUCTURAL FROM THE G RA SHALLEBETCONSTR CONSTRUCTED ORATING A MINIMUM NO.. 26 EGAGE (048 MM) DWELUNG F WELDING CODE". ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE A.W.S. 41 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 FEW FOR FOR 01 ALAm LESS THAN r (12.7 MM) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. O LOAD SCHEDULE uv ai LOCATION LYE LIM PART'N TOTAL GROUND FLOOR 40 50 10 100 SECOND FLOOR 40 15 10 65 ROOF 30 18 0 48 ATTIC 20 10 0 30 IIdNO: UU11MATE WIND SPEED = 160 m.p.h. RENTO J EIM BUILDING RISK CATEGORY = II BUILDING DESIGN AS ENCLOSED EXPOSURE = C LOT 103 ROOF DEAD LOAD FOR WIND DESIGN TAKEN AT 10 p.s.f. NOTE: THIS STRUCTURE IS DESIGNED IN ACCORDANCE MEADOWOOD WITH CHAPTER 18 THE BUILDING CODE AND ASCE 7-10. DESIGN PRESSURES FOR EXTERIOR DOORS AND WINDOWS AGE NOTED ON THE ELEVATIONS. WINDOW AND DOOR MANUFACTURERS SHALL MULTIPLY COPYRIGHT 2D18 THE GIVEN DESIGN PRESSURES BY THE APPROPRIATE FACTORS TO OBTAIN TEST PRESSURES. TYPICAL "MI" WINDOWS ® F1 cq 0ro N N ep N a? 25j" SH 15 SH 25 SH 35 SH H35 M.O. 20 1/8" M.O. 38' M.O. 54 1/8- M.O. 27 1/2" �_- tx, 2x, OR 5/4 BOARD P.T. WOOD BUCK 1x, 2x, OR 5/4 BOARD P.T. WOOD BUCK�&- THERMA TRU EXTERIOR DOORS 'N 13 \M10 ON ON 2z 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 X99"H X99'H EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB ■ ■ ■ • ■ ■ Vol ■ EDGE OF SLABQ 2680 EXT DR 2880 EXT DR 3080 EXT DR 3080 EXT DR W/ 14" SIDELITE PR 3080 DR (OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING) DOOR INSTALLATION NOTE: DOOR BUCKS USED MAY BE 26, 5/9 BOARD OR 1x6. 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 SPACING AS REQUIRED IN THE PRODUCT APPROVAL INSTALLATION PROCEDURES DRAWING INDEX 1 DETAIL INTERIOR SCALE 4 Dxc 2 ELEVATION 3 DETAIL _ owc. SCALE COLUMN LABEL F# FOOTING LABEL SECTION DWG. SCALE POT SHELF HEIGHT AS NOTED SECTION D SOFFIT Dwc. SCALE fY!/!/!/11//1!//1l//1J HEIIGTEAS NOTED ��IIff11 FDA Z Z LID- ARCHED OPENIN G SEE JU-1 - PLR OR ELEV. HILEO �V• MASONRY CONSTRUCTION TYPICAL 9� BEAM LABEL ■® GRT FILLED PLAN SEE FONDATION Q REVISION NON -BEARING FRAME CONSTRUCTION ly BEARING FRAME NORTH ARROW CONSTRUCTION BREAK UNE BEAM HEIGHT CHANGE ELEV o r s• a GRAPHIC SCALE p`-O� FL SAg FLOOR ELEVATION scArE 1� . Lu a � w n J w a. w Z -J LJJ Z 3 y w � u -j a 2 J Q N $ h Z c 0 ® `a Ln p r0 to c tm = -0 rco T v cQ ro Qi o O � -0 c' aj L_ a-+ c C ro .� A=! _Ln 3: O Y N � Cis � C tg w0 a a Y3 +L+ c m to O++ N a-+ C En _p N N �p O Q 2: Lu L c 7 O OU gO: O O N ~ o 01 CO Ln C = vi OJ N 0-0 O C7 ]G o cu M Z cn • r 11� u_ � 1O O IV Fh��M1 O w � Q J O w Lf) 1/4" = 1'-0" U.N.O. COVER SHEET C-1 RECENED NOV 1 2, 7020 Permitting Department St, Lucie COuntY '''s IMW-103 MASONRY WALL BEYOND PAVER RECESS CONC. BRICK PAVER SETIN SAND SLOPE PER SURVEY FOOTING SEE SCHEDULE OVERHEAD GARAGE OHD RECESS 20" DRIVEWAY / GARAGE INTERSECTION CONC. POURED FILLED CELL W/ STL. PER PLA DOWELL & EPDXY (1) #5 REBAR INTO SLAB 0 FILLED CELL LOCATION W, 4" MIN. EMBED. INTO SLA 48 BAR DIA. SPLICE "f 87x8" PRECAST LINTEL. SEE LINTEL SHOP DMGS. FILL COLUMNS r AND LINTEL SOLID Tt W/ GROUT 1 BOW FILLED CELLS W/ 1 VERT. (M.r TYPICAL DETAIL LINTEL ON COLUMN 48 BAR DIA. SPLICE T SEE BEAM SCHEDULE FOR REINFORCEMENT 481BAR DIA. FILL COLUMNS SOLID 8"z8' FILLED CELLS W/ PEA GRAVEL CONCRETE SEE PLAN AND COLUMN SCHEDULE FOR REINF. TYPICAL DETAIL BEAM HEIGHT CHANGE MISSED COLUMN STL. DETAIL FOOTING SCHEDULE MARK SIZE WxD REINFORCING DESCRIPTION DETAIL NO. F-1 20' x 18" X CONT. W/2 15 CONT. EXTERIOR MONOLITHIC I F-2 20' x 18' X CONT. W/2 115 CONT. EXTERIOR MONOLITHIC ® RECESS 38 F-3 2'-6" x 2'4" x 12" W/3 /5 E. W. BTM. PAD 0INTERIOR POST 6MOOD F-4 4'-6" x 3'-0" x 12' W/4 /5 E.W. BTM. ISOLATED PAD 7 F-5 3'-6" x 1'-6" x 12' W/3 15 E. W. BTM. MONOLITHIC 0 PAD 19 F-6 2'-6" x 3'-O' x 12" W/3 15 E. W. BTM. MONOLITHIC 0 PAD 19 7E-1 1 10" x DROP x CONT. W/115 CONE. THICKENED EDGE AT OROP 34 COLUMN SCHEDULE MARK SIZE TYPE DESCRIPTION CONC. BLK. W/ 1 FULLY GROUTED CELL W/I-15 VERT. 8x8 AT 6'-0. 0/C MAX. AND AT EVERY CORNER AND C-1 BLOCK BOTH SIDES OF ANY OPENING MORE THAN 6'-0" WIDE 8x16 CONC. BLOCK W/2 FULLY GROUTED CELLS W/1-15 VERT. EACH CELL C-2 BLOCK AS LOCATED ON PLANS IRREGULAR 45' MITERED CONC. BLOCK IN FULLY C-3 BLOCK GROUTED CELLS W/ 2-15 VERT. 4"X4' C-4 MOOD POST PROVIDE BASE AND CAP AS N07ED ON DETAILS TYP. HOLLOW MASONRY BLOCK RUNNING BOND PER PLAN :ONC. SLAB & ;ONOLITHIC rOUNDATION PER PLAN 1D'-B" ro A s'-4' T,o.e.8. 7 pa 60'-0" 26'-4" 7'-10" 16'-0' 1'-4' 6'-8• B'-9 10'-B' T.O.B. . T.O.B.. C2 SH 35 HEAD 0 8'-0' C2 NB C2 I I FB 79'-4 8'-9° '-7' 6'-4' 4-2" 1'-6' L V-8' L Z-6" e s® an a 11C2 I (2) H 35 = S P OU FTG. 0 C L. HEAD 8'-0' m 6" ■ o o I FORM SHOWER PAN ■ I F1 I I F1 1 1 RGER ON ALL SIDES ATHAN ACTUAL I n I C3 FINISHED 1 1J SHOWN HERE6'-51/2 ■ I I C2 �W ^m RECESS R - I ■ �■ 12080 SOD / _ 2 " " I L--------- HEAD 08'-0—S-- ■ I F1 W 14,_41/2, I I ■ I I F -1 `° _ C I F1 I ® I II F3 EIECP TO SLABNDSVPLYI NG UNDER o1 i C4 I ■ SLAB I ® z6'-2" III L — J F3 I l4wsS COVER C= I F1 L — ■ I Ir 21'-2" NOTE: ■ ALL COLUMNS ARE Cl U.N.O. I ■ o I • I I 0'-0" FIN. FLOOR SLAB ■ � FORM SHOWER PAN F1 DI ■ — — — — — ■ 1 1/2" LARGER ON ALL SIDES THAN ACTUAL — 6'-11" 10'-4" 3'-9" L T-8' LI V-1 FINISHED DIMS. 6" SHOWN HERE I I ■ I I ■ ° 7'-8' 7'-4° I — IR I 1E-1 — I ■ r rd 3080 DR W/ (jarr TI I F1 TRANSOM ABV � a r----------� ll1L ■ I I id ■ I ■ i 'a F1 ■ NOTE: FORM GARAGE SIDE DEMISING w ■ ■ •� ■ _ SWER "DIMS F1 0 (2) H 26 I \\ FINISHED SHOWN HERE -------- ----J __ 1 HEAD 8'-0 " F2 \\\ \ 3'-3" 3'-3� 7-4 1 f2' - 1 /2" 1v I \\ ho _ 2 26 ■ Iasi IIasi in C2 \ \\ ■ -U STEP OUT C2 — — — _J I \\\ FTG. 0 COI \\ C2 F4cd I \ mm 00 o .1 1 8" W X 5-J' D RECESS UNDER LINE CHOSE\\\\ A FOR PAVERS (FOOTING \\ m m DEPTH MEASURED FROM \\ ■ 0 o BOTTOM OF RECESS) W/ \\ 6• W X 3/4" D RECESS o d 1 v BEHIND (SLOPED) SLOPE 2" N I F1 ( I ■ I I ELEC. PANI[L EXTEND 5-1 " DEEP RECESS 4' PAST EDGE Of OPENING, TYP. F2 I A FINISH 17DGEOFCONCRETE L_---------------------J A4 AT REC SS, TYP. o CZ " ■ IIIIIIIIII is I gal IN ? ■ ■ SH 26 ® ■ HEAD 4 8'-d" A3S'7' F5 F5 3'-8" 3'-7 31-8• 9"-4" T.O.B.B. 11'-4" T.O.B.B. 2'-8" 2'-3' 2 -3' 2'-8' 9'-4" S-11" 2'-r 6'-0' 2'-8" 3'-11' 7-2" 7'-3" 9'-10' 7'-3" 13'-3' l l'-4' 11'-1' 24'-4" 60'-0" 1 r a x CONIC. I ■ ir- A w 0 i� PROJECT LOG ISSUED FOR START 10-16-19 ISSUED FOR PERMIT 11.07.19 BLDG COMMENTS 03-11-20 BUYER LATE CHANGES 11-05-20 W m 0cp 0 1U_1 v � ZZ' ° 0 0 cn w o rn c an ea va � ao 0 °c v = c p `a a c �n -O 4 c w 33 a cf E � - o � N @ � N w I! mo AS E E ad �R =$—�= N a o� SL `v Z 2 CE OL42- �� o 0 U ® � Q J O cLuc G 1jjr1r^^ V/ 1/4" = 1'-O" U.N.O. FOUNDATION PLAN A-1 -103 N CALCULATIONS TOTAL U/A COVERED ENTRY COVERED LANAI GARAGE TOTAL AREA 2,503 S.F. 55 S. F. 168 S.F. 661 S.F. 3,387 S.F. ADDITIONAL NOTES: 1. STANDARD HOLLOW CORE RAISED PANEL DOORS. 2. TILE TO 7'-0• IN MASTER SHOWER AND 7'-0" IN OTHER LOCATIONS. 3, FIBERGLASS BOARD OR DUR-O-ROCK TO 7'-0" A.F.F. OR SOFFTT 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. B. R-40 BLOWN -IN INSULATION AT ALL A/C AREAS 7. IMPACT WINDOWS. ®2 EACH SM.S. TOP STUD &BOTTOM FINISHED CEILING - SEE TYP. WALL SECTION CONT. 25 GAUGE METAL TRACKS TOP & BOTTOM W/ (1) #10 SMS 0 24• 25 GAUGE CHANNEL SHAPED STUDS 24° O/C W/1 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 s HILT! PINS .145' DIA x 1" La ® 16" 0/C W/ 1" WASHERS MINTERIOR PARTITION A-2 3/4" -1,_0„ IMPACT / LOW E GLAZING AT WINDOWS AND SLIDING GLASS DOORS TOTAL AIR VOLUME CUBIC FEET = 23277.9 U VALUE SHGC IMPACT .62 / .25 (2) PO SM.S. TOP & BOTTOM ® EACH STUD FINISHED CEILING - SEE TYP. WALL SEC71ON 2x6 BLOCKING CABINET LOCATIONS. FASTEN EA. END TO STUDS W/ (2) #10 S.M.S. EA. END 25 GAUGE CHANNEL SHAPED STUDS- (2X4 STUDS ® 16" 0/C) (2x6 STUDS 24" 0/C) W/i FULL LENGTH LAYER OF 1/2" TYPE GYPSUM WALLBOARD APPLIED VERTICALLY & ATTACHED W/ 1" LONG BUGLE HEAD SCREWS TO EACH SIDE ® 12. 0/C CONT. 25 GAUGE METAL TRACKS TOP & BOTTOM CONC. FLOOR SLAB HILB PINS .145' DIA x 1" I.G. 9 16. 0/C W/ 1• WASHERS TYPICAL INTERIOR PARTITION ALONG CABINETRY BACKING SCALE 3/4' = 1'0' 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 R302.9.2 AND BE LESS THAN THE VALUE OF 200. WASHER DRYR 28-1/2" SPACE DRYER VENT I DRYER VENT LOCATION FRONT VIEW FINISHED CEILING 2x WD BLOCKINI EACH SIDE OF I FOR MOUNTING 2x MTL STUD: TYP. FINISHED FLOOR TYP. MEDICINE CABINET '-6. io M AC AC CONC. PAD DETAIL N.T.S. GARAGE CEILING 20 STUDS GARAGE FLOOR ELECT. PANEL / CHASE 0 0 W N TYP. WINDOW VERTICAL HEIGHT SEPARATION IS 8" n•T�• rn7 . _ ........ Ay z ou -u 26'-4° 7'-10' 7'-10" 16'-0" 1'-4• 8'-B" 8'-9' 1D'-11' 9 -4 T.O. . 8 FT.) PAVER EXTENSION I 2 SH 35 HB I (EGRESS) e ------------- OK (2)SH35 ry 8" 14'-4• N ■ y ■ ■ ■ WEIIIIII filluffilflifill — — — — — — — 9'-11' 6'-512' 1 1 /■ 13'" io -4 2'-4' I I 2'-4° PAVERS o LV w BAT ■ a IM I I ■ COVERED NOOK = `° s'-4• CLG. N ■ I MASTER I LANAI '-4• CL' . 12®I -4" -s O SUITE 10° CL '-8. O 2800 `T 1'-7' (ABV MAINS B) ■ I � 9'-4°/10'-4" CLG. 7 T N CJ 12080 SGD (3 PANELS) 4•-4• \ M �- • I \ O N I F ax KIT IN CROWN old mj� BEDROOM 3 lb■ L — — — — — o Sao NG ALL LVLS I BACKING FOR CABINETS I., " 9'-4" CLG, i a ry N I FROM 3'-56"-9 �Im 21'-2" 71 P; l'-8" 6'-0" 4• 12'-0• T HDR.AE 8-8 3 NI Z o x c3 ISLANDI o 0 0 I 2680 2680 I ^ m I 5080 BP ,, ■ O a mI r9i I — HIS J 9'-4^ CL3. II DW N ®_ GREAT ROOM H RS 10'-8' CLG. Ic— I IT 5000 BP .r ■ 9'- CLG, ODBL VEN 0o rf 8 2680 `L I 9'-4 CLG. 5'-10" 5'-10" Y == I I� J I • N "� .� 12'-0• 00 H p 3'-6" `cxj 3 5'-6" a �;, ,o �1' • ■ L— N y ■ M H O O I RF a ■ O US n i — BEDROOM 2 I - 9'-4" CLG. — � 2r_0, = MASTER LL �; FLAT HDR. ■ O •i ■ TEMP FIRM GL TO FLR BATH a -0 5 -6 -8' b TOP OF G 0 84• A.F.F. z y v ® Z o 7 -6• 7 5 -2• 1 -4" �X = 2880 o o o e c ROMAN (2) GLASS SHELF B' �` N ■ OO c m "' SHWR 0 48• & ®80' A.F.F. O° ° FLAT HDR. 0 8'-8" — 9'- ' CLG. �. d' _ x T --- •om3'-• 7'-0" 2' 8" F ° ° — — — a n'-4° I s ? BATH 2 2' 0" 12'-4" ACTIVE 6'-6' " DINING O 2 2 o 0 �. FOYER = °°. 10'-8" CLG. N 12'-4" CLG. j I g M m OPT W TIL. I{J1�{1 9' 4° CLG. LINE I 5 SH O ■ N v 00 O" N ®a 'n i I Ii 1I- O O m MAIN =-DO BACKING FOR FUTURE IOPT UPPER CABINETS IryLW n m DEN o N FROM 36'-96° I!L — J N GARAGE SEPARATION "' ■ 9'-4' CLG. ■ ■ ■ ♦ R-11 GATT INSULA710N REQUIREMENTS PER 3080 DR W/ ' g•_g 18•_0• R302.6 SIDEUTE U BV + o ANSOM VOBLW / \ ■ OVERED ■ ■ ■swill ll ENTRY B (2) s 26 ■s20 MIN. SOLID CORE 14'-B" CLG. I t� DOOR W/ RIVE D (ABV MAIN SLAB) JAMB OVERSIZED WEAIHERSTRIPP NG ■ ■■ ■ ■ ■ 2 H 28 ■ ■ ■ — — — — — ■ ■ ■ 22 x54" ■ — — — — — — — - I PULL ON STAIR L W/SW LT. J cd C4 C6 p m O p o e v 00 to �' 2 CAR GARAGE -• � cz, ad m o Q SMOOTH COAT STUCCO FINISH ■ b A i EXCEPT AT DRYWALL µjl N a c o 0 m ATTACH P.T. 2X8 Lo , ABV. GARAGE DOOR PER MANUF. SPECS �o SEE DETAIL THIS PAGE ■ o FRAME -OUT I w ELEC. & CHASE J I " 23'-0" ELEC. PANEL HOSE A -------J ■ BIBB CHASE n A4 >• 0 0 ■ ■ I ■ ■ o SH 26 9-4T.OB.B. 2'-3' '-3• '-8• '-4. 10.B.2 -4 T.O.0.B. il'-4" T.O. 9'-4" S-11" 2'-8" 6'-0' 2'-B" 3'-11" 7'-2" 7'-3" W-10' 7'-3" 13'-3" 11'-4" 11'-1" 24'-4' 60'-0" PROJECT LOG ISSUED FOR START 10-16-19 ISSUED FOR PERMIT 11-07-19 BLDG COMMENTS 03-11-20 BUYER LATE CHANGES 11-05-20 W � o J 4k J N w w a yW W = Li:LL Z z � yy r P4 a J g Z Q H ❑ Z Oa y� o, co O cIM C 2 O T m c; o 0 CU m rn o O Ln L i9-o -°o -o a o. Ei `o coi E ro Lu {o E d a n2 0 E Q o U-1 me c cow vi y ',� o ._ Y o m If me � N • f. • 4F , f w J J LL. Z ❑ ® C) u cc:) ® ,L 2 U J FLOOR PLAN A-2 -103 lz u y� iI�11 o Product Submittal Sheet vinsciulboon,_'joo I, , l c: rs•. .. E; 1130 t' H , i-I .f e 5 177 11;16 Soffit Vents (One Piece) ..ortinuous one-piece Soffit VCflllt ,.._ : re °-foicing rib to key into stucco &arnp, plaster. DECORATIVE RAFTER TAILS DECORATIVE BAHAMA SHUTTER EDGE ZONE I '•'�"�-•—""•"'�'— CS58-300V 5/8" 3"wide vent (one piece) 5overall width, perforated flanges 15 3 Soffit Vents —Continuous one plane Soffit Vent with reinforcing rib to key into stun,_ Cam. p zster Vent Clips are oruv Jr- Y' co. next Soft Venl and Mid Wall (M Style) Control Joint E)esigned to relieve stress ar d ass: ;ontro`Gny or,3t,as in exterior wall `.nlsh in available. 7/8 1 1 1 U =oli Illnn range / 1 (.11D o j,nis- f r iocc, r unit- i 1 ),n[i nn. s rk, r.at rio, wall I risIn.v s r,,, ed available `- 4` 11 ,... ,lors bull io:rts r n Isandc. rinsus L z_^ FLAT CONCRETE TILE 901 FELT SELF-ADHESIVE UNDERLAYMENT OVER 301 FELT TIN TAGGED TO EXT. GRADE PLYWD. SHEATHING (SEE DIAPHRAGM SCHEDULE FOR TYPE & NAILING PATTERN) 12 PRE-ENG. WOOD ROOF TRUSSES 6 024" 0/C TYPICAL W/APPROVED GALV. TRUSS ANCHORS EA. END SEE PLAN/ ELEV • RAT RUNS PER a TRUSS MANE. 5 8" DRYWALL OR 1/1' "TOUGHROCK" GALV. M7L, DRIP APPLIED TO ON IX2 P.T. UNDERSIDE)OF TRUSSES a FIRE STOP 2x8 PAINTED TEXTURED SPRUCE FASCIA 2'-0' CONT 8'x16" MASONRY BOND BEAM CEAIEN77TOUS FINISH ON METAL LATH TYP. O.H. W/ 115 CONT. TOP & BOT. - FILL W/ CONC. W/ 3" CONTINUOUS VENTING CONT. METAL POUR STOP ON ALL SIDES (TRUSS CO. TO PROVIDE FLAT SOFFIT) i/2' DRYWALL IX2 P.T. FURRING ® 24' 0/C MEDIUM TEXTURE DECORATIVE EXTERIOR BLOCK WALL TO BE CEMEN7ITOUS FINISH OVER 8' CUNC. BLOCK NOT TO EXCEED 5/8" THICKNESS TYP. ENTRY / GARAGE BUMP OUT SCALE 3/4' = 1'0" FLAT CONCRETE 71LE 901 FELT SELF-ADHESIVE UNDERLAYMENT OVER 301 FELT TIN TAGGED TO EXT. GRADE PLYWD. SHEATHING (SEE DIAPHRAGM SCHEDULE FOR TYPE & NAILING PATTERN) 12 A PRE-ENG. WOOD ROOF TRUSSES 6 l 0/C TYPICAL W/APPROVED GALV! TRUSS ANCHORS EA. END R-40 INSULA71ON PER ENERGY CALC. j> SEE PLAN/ ELEV. RAT RUNS PER er TRUSS MANF. 2 15 5 8- DRYWALL OR 1/2' 'TOUGHROCK- GALV. MIL. DRIP ON IX2 PT OR EQUAL) APPLIED TO o NOERSIDE OF TRUSSES FIRE STOP 2xB PAINTED TEXTURED SPRUCE FASCIA 2'-0' CONT. 8 xl6' MASONRY BOND BEAM CEMENIITOUS FINISH ON METAL LATH TYR O.H. W/ 115 CONT. TOP & BOT. - FILL W/ OONC. W/ 3' CONTINUOUS VENTING CONT. METAL POUR STOP ON ALL SIDES (TRUSS CO. TO PROVIDE FLAT SOFFIT) I/2' DRYWALL IX2 P.T. FURRING ® 24' 0/C MEDIUM TEXTURE DECORATIVE EXTERIOR BLOCK WALL TO BE CEAIEN71TOUS FINISH OVER 8" CONC. BLOCK NOT TO EXCEED 5/8" THICKNESS R 4.I FI-FOIL BETWEEN STUDS I� V jj �_ WOOD BASE MONO. CONIC. F007ING SEE FOUNDATION PLAN FAR N07ES all DETAILS 0'-0' FIN. FL. SLAB z .III==�j11=III .. •" �� —��� f •• � "' �' � .• IIIIIII �ITI TYPICAL WALL SECTION SCALE 3/4' - ATTIC VENT CALCULATION: (SQ IN) ROOF AREA CALCULATED ® 3387 (SQ.FT) x 144 = 467,728 SQ IN. 151SQ IN. PER2LI EAR FT. (217ED) VENT = 3,255 SQ. IN. TOTAL NOTE: CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF VENTS D.PP +31.9 PSF F 1-34.9 PSF ABV. D.P = +34.8 PSF 0- PSF BLW. D.P = +32.2 PSF 0 -35.1 PSF PROJECT LOG - ISSUED FOR START 10-16.19 ISSUED FOR PERMIT 11-07-19 1 BLDG COMMENTS 03-11-20 12 FLAT CONC. TILE 2 BUYER LATE CHANGES 11-05-20 D..- +31.9 PSF -34.9 PSF STUCCO BASE SIMULATED LAP BOARD SIDING ( STUCCO) - - r— D.Py- +33.5 PSF � 1-36.9 PSF FRONT EL DECORAl1VE BAHAMA SHUTTER a=6'-0' DGE ZONE I I EVATION - ISLAND ..r. ... ... ♦ I . . . v. 14'-B" T.O.B.B. 11•-4" T.O.B.S. 10'-8" T.O.B.B. 9'-4" T.O.B.B. MEDIUM TEXTURE DECORATIVE CEMENTITOUS FINISH ON BLOCK WALLS, TYP. O'-0' FIN. FLOOR SLAB Ah 10'-8' T.O.B.B. 9'-4' T.O.B.B. MEDIUM TEXTURE DECORATIVE CEMEN11TOUS FINISH ON BLOCK WALLS, TYP. 0•-O" FIN. FLOOR SLAB Ak r • O • •' COUNTY W w LU W LL W Z zo^ 0 W Q J o a Z 0 Q En M o c Cn can y c �� w CL p _ n O Cn Cl t +-' C O a-+ to d t � x O m 3 (15rn14 Y M > c aj c c a n o cc to Ln 0.Q �-; E, j o F- O c' c co Cx7 c'n vi w a ]G p c c y Z CI 10 o Ln -- 12 1 a�=8 -0 6 1 EDGE ZONE I t_— I i I a=6 -0 a=6'-0" EDGE ZONE I EDGE ZONE 1 rt I F+~ I 9'-4" T.O.B.B. I I XED GLAS 3'-0' � 0 I 1 I P FIXED GLAS w ® ® ® ® ® ®I I 3'-0' 0 D.P = +34.8 PSF D.P: +34.8 PSF Di +34.8 PSF 0-37.8 PSF 0-37.8 PSF 0-37.8 PSF O Di +29.3 PSF -34.0 PSF LEFT EL EVATION - ISLAND 0'-0" Fl i Ljj • Co 0 U all0 C- 0 ri _J U_ Q O O O W 'O'L QJ ELEVATIONS A-3 MW=103 - ENG. AND APPROVED WOOD TRUSS'S SEE TYP. WALL SECTION FOR ACTUAL HEEL AND OVERHANG CONDITIONS - SEE TRUSS CONNECTOR SCHEDULE SELECT CONNECTOR BASED ON LOADS SHOWN ON FRAMING PLANS INSTALL PER. MFR. SPECIFICATIONS _ SEE PLAN 44' - CONE. MASONRY BOND BEAM - CONE. POUR STOP - B" CHU WALL 1 a5 CONNECTION DETAIL USP KCCO44 OR SIMPSON CCO44sds1.5 FASTEN PER MAN'F. SPECS 56801 MAX. Lam_; NOTE: MAY BE ATTACHED TO VERICAL TRUSS MEMBER FOR DESIRED INSTALLATION DUE TO TRUSS PROFILE DISCREPANCIES 4PRE-ENGINEERED WOOD ROOF TRUSS ® 24" 0/C SIMPSON MGT W/ 22-10d NAILS INTO TRUSS CONC. TIE BEAM OR MASONRY BOND BEAM ; (1) 5/8" ANCHOR INTO BEAM W/ 5" MIN. EMBED. SETIN EPDXY MAX. UPLIFT = 39651 A5 CONNECTION DETAIL GABEL END BLOCKING CFF PLAN (3) 16D TiP. W DIAGONAL BRACE RES INT P 4'-0" 0/C, TYP, 2x4 LATERAL BR NG (rp2)) 0 4'-O" 0/C EA. °dUSSP REINFORCE VERTICAL MEMBERS OF GABLE END TRUSS W/2x4 WOOD POST TEE -BRACE AT EA. VERT. SEE FRAMING PLAN NAIL W/16d NAILS 0 8" 0/C PLAN AT TETE (6) 1/4"x2-1/2" La SDS SCREWS TO POST 4 AS CONNECTION DETAIL SIMPSONHDU5 HOLD DOWN 56451 MAX. (1) 5/8" DIA. WEDGE ANCHOR 4' MIN. EMBED. I ICI I a5 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 70 CAP W/3-16d NAILS PRE-ENG. WOOD TRUSSES SEE 7YP. WALL SEC71ONS ACTUAL HEEL AND ��AT OVERHANG CONDITIONS 71E BEAM OR BOND BEAM 5/8: WEDGE ANCHORS 0 24" 0/C W/3 07414 STEEL WASHERS EMBED (4) MIN. 2x4 CROSS BLOCK 0 24" O/C TYP. TOE NAIL EA. END W/(3) 18d NAILS TYPICAL TRUSS CONT. 2x4 RIBBON W/ 3-16d NAILS EA. STUD a5 CONNECTION DETAIL ALLOWABLE LOAD 7061 1/TRUSS UPLIFT PLAN I I BOX -OUT DETAIL A5 SCALE: 1 4 = 1-0 FASTENERS ALLOWABLE LOADS SIMPSON MODEL NO. CMU CONCRETE UPLIFT GRAVITY HU28 6-1/4"x2-3/4' 6-1/4"'0-3/4" 575 LBS. 2400 TITEN TITEN HU210 8-1/4"x2-3/4" 8-1/4"x1-3/4" 575 LBS. 2400 TITEN TITEN A5 CONNECTION DETAIL TRUSS TOP CHORD —NAIL SHEATHING TO LADDER EDGE PER DIAPHRAGM SCHEDULE CONT. FASCIA BOARD (SEE WALL SECTION) 2X4 LADDER AT i6" 0/C (8" MAX. O.H.) 2X4 CONT. LADDER EDGE W/ (2) 16d NAILS �8" O.C. TO TOP CHORD OF MUSS WALL SHEATHING NAIL PER SCHEDULE \�-GABLE END FASTEN TO TRUSS. SEE TRUSS ENGINEERING DETAILS FOR TRUSS CONNECTION CONE. CONC. OR MASONRY TIE BEAM SEE 71E BEAM SCHEDULE PRE-ENG WD. TRUSSES ® 24" (SEE CONNECTION SCHEI 19/32" EXT. GRADE PLYWD. NAILED 0 6" 0/C AT PANEL EDGES & 12" 0/C FOR THE REMAINING FIELD W/ 10d NAILS 2x8 VERTICAL. NAILED TO ROOF TRUSS W/ (3)10d NAILS; NOTCHED AND TOENAILED W/ (3) 10d NAILS TO PLYWOOD ON BLOCK WALL (3)1/2"x6" PCS EXTERIOR PLYWOOD (16) WSJ TO G.T. SIMPSON KECCQ44 OR APPROVED EQUAL. 71051 UPLIFT MAX. (14) NS3 TO W. POST WOOD POST SEE FRAMING PLAN (14) 114' x 2-1/2' SDS THROUGH POST "SIMPSON HDU5" HOLD DOWN OR APPROVED EQUAL 56451 UPLIFT MAX. (1) 5/8' OiA. WEDGE ANCHOR 4' MIN. EMBED. A5 CONNECTION DETAIL "LOTTS" LINTEL BEAM SCHEDULE 1B/FT LINTEL LENGTH ALLOWED LOAD APPLIED LOAD ALLOWED UPLIFT APPLIED UPLIF LINTEL SPECIFICATION 1 17'-4" 1413 584 581 170 BF24/i81T 2 4'-6" 10000 250 6849 100 8F40/1B1T 3 3'-6- 10000 250 7428 100 8F16/iB1T 4 4'-0' 8859 270 5572 100 BF16/1B1T 5 4'-0' 8859 270 5572 100 BFi6/iB1T 7 4'-4" 6490 1172 6406 307 8FR14/i8iT 8 - 3 0 9 13'-4" 3250 810 1178 206 8F32 1BiT 10 17'-4" 856 250 374 100 BF16/1B1T 11 5'-4- 5809 250 3057 100 BFi6/iB1T 12 3'-B' 10000 250 7428 100 BF16/1B1T 13 4'-0' 8859 270 5572 100 8Fi6/iB1T 14 4'-0' 8859 250 5572 100 BFi6/i3iT 15 7'-6" 2882 977 1548 323 OF16/i0iT 16 5'-10" 1002 0 722 0 8RF6/181T 17 5'-10" 10000 976 5480 266 8F44/1B1T 18 7'-6" 7857 876 5480 250 8F32/iB1T 19 3'-6' 10000 295 9578 113 8F72/1B1T 20 7'-6" 6288 250 2436 100 8F24/1Ell T A SECTION 12 13 0 I I I I I I I I I I I I L---------J 16 )III< 17 I I I I A A4 r� E@ 4" 0 CT ED �DICA �USSE ►W_I O 1 _ A5 1■1 Q 0 PULL DN STAIR 0 A5 5 4 9'4' T.O.B.B. PROJECT LOG ISSUED FOR START 10-16-19 ISSUED FOR PERMIT 11-07-19 BLDG COMMENTS 03.11.20 BUYER LATE CHANGES 11-05-20 ui a m g Lu w J L W ui W Z Z. ❑ a J Z I o q w � U A J A 0 a m Z c t a Q c an �� a ao 0 +� c O �a c m ac°' i m = O k 3 C9 N SL 'rn : c � � � � 10 c a� u c n C N ro coi c E -o m u� o E o o ad = �g o F_ S_ 0= �' IW- v � c V O $ 1e mn (5 Z � ILL- Q I_4 ❑ o Cs7 O U -103 ELECTRICAL SYMBOLS NEST (D Q� DUPLEX RECEPTACLE SWITCH n TELEVISION JACK e DETECTOR EEYEBALLD I AT 12" A.SINGLE POLE T PRE WIRED bQ Q� T ANON DUPLEX RECEPTACLE SWITCH 220 V. RECEPTACLE I, FFLOODD LIGHTSLIGHTSF.P.&L.MEIER IB AT BASE 3 7HREE WAY AT 12" A.F.F. sD SMOKE g & DISC. DETECTOR BREAKER II DUPLEX RECEPTACLE �4 FOUR WAY IHERMOSTAT ® SMOKE / CARBON ® PANEL G AT 8" ABV COUNTER MONOXIDE DETECTOR O INTERCOM �} EXHAUST WPLEX RECEPTACLE SWITCH I AT 60" A.F.F. SW11� y FAN FLUSH IN FLOOR �R RHEOSTAT � DISCONNECT TELEPHONE OUTLET FL EXHAUST FAN DUPLEX RECEPTACLE SWITCH ® AT 12" A.F.F PADDLE FAN W/ LIGHT GFI GROUND FAULT D DIMMER TELEPHONE OUTLET W/ OR WO/ LIGHT LV DOOR FLUSH IN FLOOR ® FLUORESCENT RELEASE DUPLEX RECEPTACLE SWITCH FIXTURE CLG. MNIED. 70P REC. SWITCHED �x KEYED ® SPEAKER (vi VOLUME IN CLG. INCANDESCENT LIGHT '�' CONTROL LEX Q� RECEPTACLE FIXTURE CEILING MNTED. gyp? II NP W477ERPROOFKEYPAD WALL OUTLET INCANDESCENT LIGHT II RECQUADRUEPTACLE CEP ACLE FIXTURE WALL. MNIED. (it, DUPLEX RECEPTACLE � JUNC710N !UD UNDER COUNTER BOX 4 SPEAKER HI HAT ® LOW VOLTAGE HOME RUN ® CLG. MOUN7E0 TRANSFORMER INTERCOM © DOOR CA75 ® HI HAT F6 FAN BOX i STA71ON I CHIME T HOME RUN VAPOR PROOF IN CLG. 0 ELEC. PANEL $'A" 200 AP CIRC. DESCRIPTION POLE BRKR WIR KVA. O% 2 AHU HEAT STRIP 2 s0 8 9.6 2 A/C COMPRESSOR 2 40 8 0 0 1 ELECTRIC COOKTOP 2 50 6 10.0 0 1 DEL WALL OVEN 2 50 6 10.0 0 2 DRYER 2 30 10 5.0 0 2 WATER HEATER 2 30 10 4.5 0 1 LAUNDRY 1 1 20 12 1 1.5 1 0 1 MICROWAVE 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 7.3 0 48.2 1 9.6 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 EDGE OF SWITCH PLATES TO BE NO LESS THAN 4" FROM OPENINGS NOTE: GARAGE PUSH BUTTON LOCATED 0 60" ABV GARAGE FLOOR 72" MAX. 1st 10,000 at 100% = 10.00 REMAINDER AT 40% = 15.28 A/C LOAD AT 657 = 6.24 TOTAL = 31.52 31.52 x 1000/240 = 131.3 AMPS 2DO AMP SERVICE ❑ METER DISC. CO "A" PANEL 200 A NOTE: ACCEPTABLE SMOKE & CARBON DETECTORS TO BE INSTALLED ARE BIRK SMOKE-9120B C/0—SC91208 KIDDE SMOKE-21007581 C/O 21006377—N NOTE: PROVIDE ARC —FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL RECEPTACLE AND LIGHTING OUTLETS INCLUDING SMOKE DETECTORS PER 2017 NEC 210-12 (B). 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 CHO 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. (1) SETS OF (3) 14/0 AN. THIN IN 2' CONDUIT 5/8" COX 10' CU SUPPLEMENTAL GROUND ROD AND TO ONE REINFORCEING BAR IN 7HE FOUNDA77ON 20'-0" LONG MIN. ELECTRICAL RISER DIAGRAM CALCULATION NOTES: A. HEAT STRIP LOAD GOVERNS OVER CONDENSER UNIT LOAD. B. GENERAL UGHTING CALCULATED 0 2503 (SQ.FT.) x 3 (WATTS/SQ.FT.) - 7509 / 14 (GEN.LTG.CIR.) = 536.4 (WATTS/EA.) C. A/C CONTRACTOR SHALL SIZE A/C UNITS. A/C UNITS SHOWN ARE FOR ELEC. CALC S. ONLY. *NOTE* - ALL ABOVE COUNTER AND ISLAND OUTLETS TO BE DECORA - ALL SWITCHES TO BE DECORA L REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC �3 PROJECT LOG ISSUED FOR START 10-16-19 ISSUED FOR PERMIT 11-07-19 BLDG COMMENTS 03-11-20 BUYER LATE CHANGES 11-05-20 W d W W Z Z LU LU Z > m U J Z n J � o O a an coo Lb C ro En na T — � O rn W O p aJ a+ N C M = c0 y 3 N L7 Ne pp rn •_ c — to .— ` iLU� .0 v wp .La QJv p M : `o a c E p ra W $ E ( g O C 2:Jd O Or0o== > c F O = cn rn +� c O ;_, m c c p C7 a) 0 (U •. . � o f N U ce p V roves nC7 z Ccu 70 V FL Cn ILL_ ~ O Q ® Q LU Q Q U J r W PLAN E-1 MW=103