Loading...
HomeMy WebLinkAboutBuilding PlansPROJECT LOG ISSUED FOR START 04-05-19 .ISSUED FOR PERMIT 09-17-19 GENERAL NOTES 1. THIS PLANS WERE PREPARED USING THE 2017 FLORIDA BUILDING CODE 6TH EDITION. THESE PLANS WERE PREPARED 2. TYPE OF CONSTRUCTION: CLASS V,.UNPROTECTED, GROUP R3 OCCUPANCY PER FLORIDA BUILDING CODE. USING THE 2017 FLORIDA RESIDENTIAL FOLLOW3. CONSTRUCTION SHALL FLORIDA BUILDING CODE AS ADAPTED BY THE BUILDING CODE 6th EDITION COUNTY AND ALL APPLICABLEAMENDMENTS. NTS. 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 BY THIRD PARTY PRIOR TO FINAL BUILDING APPROVAL PER F.B.C. 2017 ABBREVIATIONS ABV ABOVE EXT. EXTERIOR M.C. MEDICINE CABINET SMS SHEET METAL SCREWS AFF ABOVE FINISHED FLOOR F.B.C. FLORIDA BUILDING CODE M.R.H. MEAN ROOF HEIGHT ST. STIRRUPS AHU AIR HANDLER UNIT F.R. FIRE RATED M.T. METAL THRESHOLD STL STEEL B.F. BI FOLD FIR FRENCH DOOR MAX. MAXIMUM SW SWITCH B.P. BI PAS FIN. FINISHED MFR. MANUFACTURER TEMP. TEMPERED BLK. BLOCK FL FLOOR MICRO. MICROWAVE T.B. THROUGH BOLT BLW. BELOW G.T. GIRDER TRUSS MIN. MINIMUM T.O. THROUGH OUT BRG. BEARING GA. GAUGE M.O. MASONRY OPENING T.O.B.B. TOP OF MASONRY BOND BEAM BTM. BOTTOM GALV. GALVANIZED MONO. MONOLITHIC T.O.PL TOP OF WOOD PLATE CLG. CEILING OR GROUND FAULT INTERRUPT MTL METAL T.O.T.B. TOP OF TIE BEAM CMU CONCRETE MASONRY UNITS GL. GLASS O.H.D. OVER HEAD DOOR TYP. TYPICAL COL COLUMN GWB GYPSUM WALLBOARD O/C ON CENTER U.N.O. UNLESS NOTED OTHERWISE CONC. CONCRETE GYP. BD. GYPSUM WALLBOARD P.L.F. POUNDS PER LINEAR FOOT UL UNDERWRITERS LABORATORIES CSMT. CASEMENT HGT. HEIGHT P.S.F. POUNDS PER SQUARE FOOT V.I.F. VERIFY INFIELD DEL. DOUBLE HPS. HOOPS P.S.I. POUNDS PER SQUARE INCH W.A. WEDGE ANCHORS DIA. DIAMETER HR HOUR P.T. PRESSURE TREATED W/ WITH DISP. DISPOSAL HS HORIZONTAL SLIDING PARVN. PARTITION WC WATER CLOSET DP DESIGN PRESSURE HVHZ HIGH VELOCITY HURRICANE ZONE PKT POCKET WD. WOOD DR. DOOR INS. INSULATION PLYWD. PLYWOOD DW DISH WASHER INT. INTERIOR R.O. ROUGH OPENING E.E. EACH END LG. LONG . S.C. SOLID CORE ELEC.. ELECTRICAL UN. - LINEN --S.G.D. SUDING GLASS DOOR ELEV. ELEVATION LT. UGHT SF SQUARE FOOT E.S. EACH SIDE LT. LAUNDRY TUB SH SINGLE HUNG MASONRY NOTES PLAN NOTES FRAMING NOTES ELECTRICAL NOTES 1. CONCRETE UNITS TO BE ASTM C 90-90. ASTM GRADES NI OR NII. PROVIDE PRECAST. UNTELS AS NECESSARY. (fm = 1500 PSI) 1. PROVIDE 1z2 P.T. FIRESTOP HORIZONTAL 0 CEILING & WALL INTERSECTIONS OR 8'-O' A/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. - 2. ALL WIRE SHALL BE THHN COPPER. UNLESS NOTED OTHERWISE. 3. CELLS, UNTELS 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 60" ABOVE FLOOR SHALL BE TEMPERED. ALL GLASS IN SIDWGHTS, SLIDING GLASS BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME PROFESSIONAL OF - 3. WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE 4. REINFORCING: DOORS AND FRENCH DOORS SHALL BE TEMPERED. RECORD WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZESTRUCTURAL REVISIONS COPPER OF EQUAL AAPACITY. ACCORDINGLY. VERTICAL: 3. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS. 4. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED CABLE. 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 A. ASTM A615-94 PER REINFORCING SECTION GRADE 60). ( ) AREA OF 5.7 S.F. FOR 2nd FLOOR WINDOWS. AND 5.0 S.F. FOR Hat 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. BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR. THE DESIGN. 6. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER B. WHEN A FOUNDATION BOWEL DOES NOT LINE UP NTH A VERTICAL CORE, IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN 4• IN AREAS OTHER THAN HVHZ FIXED GLASS THICKNESS SHALL COMPLY WITH SECTION 2411 4. TRUSS MANUFACTURER SHALL SUBMIT THREE (3) CRIES OF SHOP DRAWINGS AND SPECIFICATIONS. ADJACENT CELL TO THE VERTICAL WALL REINFORCING. C. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE-HALF INCH FROM OF F.B.C. AS THE MINIMUM THICKNESS ALLOWED. - 5. PROVIDE A MINIMUM OF 4' CLEAR ALL AROUND AIR HANDLER UNITS. ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER, OF THEIR ROOF TRUSS DESIGN FOR RENEW INCLUDING TWO (2) COPIES FOR ARCHITECTS REVIEW PRIOR TO FABRICATION. REVIEW OF TRUSS SHOP DRAWINGS IS A COURTESY BY THE ARCHITECT AND IN NO WAY RELIEVES THE TRUSS MANUFACTURER OF HIS RESPONSIBILITY TO 7.. PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY LOAD AND UNITS. 8. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SOTCHES AT A/C EQUIP. AND AT THE MASONRY. PROVIDE A LAYOUT THAT FULLY INTEGRATES NTH THE ARCHITECTS SUPERSTRUCTURE. IF PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER. D. VERTICAL REINFORCING SHALL BE AS LOCATED ON THE PLAN AND AS INDICATED IN THE 6. ALL DWEWNG ROOMS MUST HAVE HVAC RETURNS. RETURNS MAYBE DUCTED, JUMPERS OR THERE IS ANY CONFLICT OR ADDITIONAL STRUCTURE NEEDED, THE TRUSS COMPANY SHALL RECOMMENDATIONS COLUMN SCHEDULE. TRANSFER GRILLES. NOTIFY THE ARCHITECT IN WRITING OF THE SPECIFIC AREAS OF CONCERN. - 9. PROVIDE GFI BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS EACHSIDE E. VERTICAL REINFORCING EACH SIDE OF ANY. OPENING, IF REQUIRED, SHALL 8E CONTINUOUS E. VERTICTIEAL 7. A/C UNITS MAY HAVE CONC. PAD OR OTHER APPROVED MATERIAL EXTENDING ABV 5. TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC AHU AND MISC. EQUIPMENT. SHOWN ON PLANS BEAM. PRECAST SHALL HAVE OPENINGS Q ALLOW REINFORCING BARS TO ADJOINING GRADE OR SHALL BE SUSPENDED A MIN. OF 6" ABV. ADJOINING GRADE. COORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON TRUSS CONTINUE UNINTERRUPTED. DRAWNGS 10. ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND. AS BEAM SCHEDULE NOTES SELECTED BY BUILDER. HORIZONTAL* 6. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED NTH CUPS, TOP AND ` BOTTOM EACH STUD, AS PER CODE. 11. PROVIDE PRE -WIRED TELEPHONE OUTLETS AS SHOWN ON PLAN. A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM SCHEDULE. 1. ALL COMPOSITE LINTEL (MARK 'L°) TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWISE "TIMBER 12. PROVIDE PRE- WIRED T.V. OUTLETS FOR CABLE AS SHOWN ON PLANS NOTED 7. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE CONSTRUCTION 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 CONTINUOUSTHROUGH BOND : A. STRUCTURAL DESIGN IS IN ACCORDANCE NTH A.C.I. 530-05/ A.S.C.E. BEAMS ONLY. ALL SPUCES 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 PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE I, OR OTHER SPACES SHALL BE GFCI PROTECTED ACCORDING TO NEC 210-8(a). COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. 3. BOND BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED 8° TO FIT BLOCK. CEMENTITOUS MATERIALS AND THE WOOD AS PER CODE. - B. CONSTRUCTION SHALL BE IN ACCORDANCE NTH A.G.I. 530.1-05/A.�.C.E. 7-10/T.M.S. 602- WORK. 9. CARPENTER SHALL BE RESPONSIBLE FOR. PROVIDING ADEQUATE BRACING AND BRIDGING USED 15. ALL CLOSET LIGHTING SHELL COMPLY WITH NEC SEC. 410.8. 05, SPECIFICATIONS FOR MASONRY STRUCTURES AND THE COMMENTARY ON SPECIFICATIONS 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 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 FOR MASONRY TO BE GROUTED SHALL. HAVE VERTICAL ALIGNMENT CONCRETE NOTES - STAMPED BY THE TRUSS MANUFACTURER. (UNLESS NOTED OTHERWISE) TANDEM WIRED SO ALL DETECTORS SOUND SIMULTANEOUSLY. 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) 2X12'S UNLESS OTHERWISE 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 NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL THICKNESS). 18. ARC FAULT -INTERRUPTER PROTECTION PER NEC 210.12. REQUIRED FOR ALL 20-VOLT F_ 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 CHO 16070 WAYNE DALTON N/A W/ 1-1/4' WASHER iliOrSCREWS 2-3/4' MIN. EMBED. D.P.=+28.5 PSF +39.2 PSF -43.7 PSF 2-3 4° MIN. EDGE DISTANCE. 6' FROM END -34.8 PSF B FL-7630.2 3080 DR THERMA TRU N/A 1/4' TAPCONS W/ 1-1/4" MIN. EMBED CORNERS 0 D.P.= +31.9 PSF +50.0 PSF -50.0 PSF 6' & 14" O/C MAX. SPACING. -34.7 PSF C FIL 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 -34.7 PSF D FL 17499.1 SH 25 MI WINDOWS &.DRS. SGL IMPACT 3/16° TAPCONS W/ 1-1/4' MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 P 0 10" O/C MAX. SPACING & 2' FROM EDGE -34.7 PSF E FL 15349.5 6020 TRANSOM MI WNDOWS & DRS SGL IMPACT 3/16" TAPOONS 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 F : FL 17499.1 (2) SH 26 MI WNDOWS & 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 -37.7 PSF G FL 22401.3 12080 SGD MI WNDOWS & DRS SGL IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED D.P.= +28.4 PSF +55.0 PSF -55.0 PSF 0 12' O/C MAX. SPACING -31.2 PSF H FL 17499.1 (2) SH 25 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 -34.7 PSF I FL 15349.5 6020 TRANSOM MI WNDOWS & DRS SGL IMPACT 3/16° TAPOONS W/ 1-1/4' MIN EMBED D.P.= +33.4 PSF +55.0 PSF.-55.0 PSF EQUAL SPACING & 3° FROM EDGE -36.3 PSF J FL 17499.1 SH H33 MI WINDOWS & DRS SGL IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED D.P.= +33.4 PSF +55.0 PSF -55.0 PSF 0 10" O/C MAX SPACING & 2'. FROM EDGE -36.3 PSF K FL 17499.1 SH 35 MI WNDOWS & 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 -34.7 PSF L FL 17499.1 SH 26 MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4" MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PSF 0 10' O/C MAX. SPACING & 2- FROM EDGE -32.7 PSF M FL 17499.1 SH 26 MI WINDOWS & DRS SGL IMPACT 3/16- TAPCONS W/ 1-1/4" MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PSF 0 10- O/C MAX. SPACING & 2" FROM EDGE -32.7 PSF PRODUCT MODEL # MANUF. ATTACHMENT METHOD BUILDING DESIGN PRODUCT DESIGN TYPE, SIZE, SPACING, EMBED., STIFFENERS, ETC PRESSURE PRESSURE MULLIONS FL 15353.3 MAX. HORIZ. 3. MI WINDOWS & DOORS 1/4' TAPCONS W/ 1-1/4' MIN EMBED (4) FASTENERS PER CLIP TOP& BTM. 37.7 PSF 54.0 PSF -54.0 PSF L 15353.4 FL F53 ROOFING NOA NO. 17-0822.15 CAPISTRANO CONCRETE. TILE EAGLE ROOFING (2)-10d RING SHANK NAILS -83.4 psf -172 psf. PRODUCTS ROOFING NOA NO. 17-0614-.22 POLYGLASS USA MEMBRANE: POLYSTICK TU MAX SELF ADHERED 1 OR MORE UNDERLAYMENT SIBS 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 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 BEFORE GROUTING. CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318-11 AND ACI 301-05. ALLSINGLE PHASE 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS DWELLING UNITS. CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530-11. AL DIMENSIONAL ST LUMBER SHALL E SOUTHERN PINE. NO.NG OR 2 R BETTER AND SHALL PROVIDE NLL�RIZONTAL�SHEARAND SHALL AVE A MODU1200 PSI IN LES ELASTICITY OF 1 OOBKSI OR BETTER90 �AS 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 - 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 NTH FIBERMESH CONCRETE BLOW GRADE-3* 13. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 2z4 ®24" O.C. ON 0.006 WSQUEEN (OR EQUAL) ON CLEAN WELL COMPACTED FILL STUDS, NTH 1/2' GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL NTH 1" LONG 3. REINFORCING STEEL- GRADE 60 (FY=60.000) ASTM A615-94. BUGLE HEAD DRYWALL SCREWS AT 12" O/C MAX. 1. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE NTH SECTION 405, F.B.C. 2. ALL REINFORCING STEEL TO BE GRADE 60. 4. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE NTH "THE MANUAL OF 14. METAL LATH OVER SHEATHING SHALL BE 3/8' V-ROVE 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 PUBUSHED BY THE SUBSTRATE AT 4" 0/0 AS FOLLOWS; CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERNSE. OTHERWISE NOTED. CONCRETE: 3/4" LONG STUB NAILS W/ 3/8° HEAD. HORIZONTAL AND VERTICAL WOOD 3. DISPOSITION OF RAIN WATER SHALL COMPLY WITH F.B.C. PLUMBING CODE CHAPTER 11. 4. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 2500 P.S.F., 5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT CRANING MEMBERS W/ NAILS OR STAPLES TO PROVIDE AT LEAST 1-3/4" PENETRATION ALL LOADS DURING CONSTRUCTION. 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. FRAMING MEMBERS. ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS SHALL BE 5. FILL PLACED WITHIN 5'-0" OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF CLEAN BENT OVER TO ENGAGE AT LEAST THREE STRANDS OF LATH, OR BE BENT OVER A RIB 5. CONDENSATE DRAINS MUST BE A MINIMUM R 12" OFF THE BUILDING. 6. CONCRETE BEAM SIZES MAY INCREASED (6" MAX.) TIE REQUIRED EQ ARCHITECTURAL WELL GRADED. SAND COMPACTED TO ACHIEVE A � DETAILS OR FIT BLOCK COURSING, DROP BOTTOM OF TIE BEAM AS REQUIRED AT WINDOW AND WHEN RIB LATH IS INSTALLED. SHEATHING: 14 GAUGE STAPLES 1" LEG, 7/16". CROWN METAL MINIMUM OF 95%.MODIFIED PROCTOR ASTM D 1557. DOOR BEAMS (28" MAX.) AND ADD 2-/5 BARS BOTTOM IF DROP EXCEEDS 8". MTL. FRAMING: SELF TAPING SCREWS /12 z 1/2" WASHER HEAD STAPLES SHALL NOT BE 6. INSTALL CHASE PIPE FOR HVAC. 6. ALL ANSFER USED FOR SOFFITS OR CEILINGS REINFORCEMENT THAT PERIMETER. RATIONAL ANALYSIS SHALL BE SUBMITTED, BUT T THE USE OF TRONLY IF 7. DOWELS COLUMN AND WALL REINFORCING TO FOOTING NTH SAME SIZE AND. NUMBER OF 15. PNEUMATIC REQUESTED BY THE BUILDING OFFICIAL. DOWELS AS VERTICAL BARS ABOVE. 1-11Z LONG ANDS. 20ERDIAMETER U.N.O. E HILT -COIL NAIL PROGRAM. TYPE TO BE RF 112G MECHANICAL NOTES 7. CONCRETE FOR FOUNDATIONS AND FOOTINGS SHALL BE 2500 PSI MIN. B. REINFORCING STEEL SHALL BE LAPPED 48 BAR DIA. MIN. WHERE SPLICED AND SHALL BE 1. ALL HEATING, AIR CONDITIONING, REFRIGERATION AND VENTILATION EQUIPMENT SHALL WIRED TOGETHER. PROVIDE CORNER BARS SAME SIZE AND NUMBER AS HRIZ. BEAM 16. TRUSS MANUFACTURER SHALL DESIGN TRUSSES TO COMPLY NTH ALL SUPERIMPOSED 8. DAMAGE PROBABILITIES FROM TERMITE INFESTATION IS VERY HEAVY PER TABLE R301.2(1). REINFORCING AT EACH FACE. LAP 4B BAR DIA. MIN. WIND LOADS PER F.B.C. 2017 67H 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 CONCRETEFOR REINOF RCIINGGSTEELFORCED CONCRETE CONSTRUCTION AS NSTITUTE UNLESS NOTED OTHERWISE. PUBUSHED BY THE STEEL NOTES GARAGE NOTES 10. DAMAGE PROBABILITIES FROM WEATHERING IS NEGUGIBLE PER FBC TABLE R301.2(1). 1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC 'SPECIFICATION FOR THE DESIGN, 1. OPENINGS BETWEEN THE GARAGE AND RESIDENCE. SHALL BE EQUIPPED NTH SOUD WOOD _I FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" 2005 EDITION. MATERIALS DOORS NOT LESS THAN V" (35 MM) THICK, SOUD OR HONEYCOMB CORE STEEL DOORS NOT.. SHALL CONFORM TO THE APPLICABLE ASTM SPECIFICATION AS FOLLOWS: SHAPES, PLATES A-3f LESS THAN Jr (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. BOLTS - A 307-00 TUBULAR - A500-01a GRADE B (42 KSQ 2. DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS CEILINGS SEPARATING -THE PROPOSED SINGLE FAMILY RESIDENCE BY: 2. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING SOCIETY "STRUCTURAL' ,DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) WELDING CODE". ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE A.W.S. A5.1 E70NX.. SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. FUl /3. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LOAD SCHEDULE LESS THAN r (12.7 MM) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. Mw� X LE-- LQGADQN LLVE QEAQ PARTN TOTAL GROUND FLOOR 40 50 10 100 SECOND FLOOR 40 15 10 65 ROOF 30 18 0 48 ATTIC 20 10 0 30 WIND:. ULTIMATE NAND SPED - 160 m.p.h. N BUILDING RISK CATEGORY = II BUILDING DESIGN AS ENCLOSED EXPOSURE = C LOT 20 ROOF DEAD LOAD FOR NAND DESIGN TAKEN AT 10 p.s.f. NQjL THIS STRUCTURE IS DESIGNED IN ACCORDANCE NTH CHAPTER 16 OF THE FLORIDA BUILDING CODE r SYMBOLS LEGEND DRAWING INDEX C-1 COVER SHEET A-1 FOUNDATION PLAN A-2 FLOOR PLAN A-3 ELEVATIONS A-4 SECTIONS A-5 STRUCTURAL PLAN A-6 TRUSS PLAN E-1 ELECTRICAL PLAN M-1 MECHANICAL PLAN 1EADOWOOD ND ASCE 7-10. DESIGN PRESSURES FOR EXTERIOR 1 DOORS AND WINDOWS ARE NOTED ON THE ELEVATIONS. WINDOW AND DOOR MANUFACTURERS SHALL MULTIPLY DETAIL INTERIOR ,F, BY THE COPYRIGHT 2018 FACTORS TOTHE GIVENESIGN OBTAINRESSURES TEST PRESSURES. Dwc. 5. APPROPRIATE # SCALE 4 2 ELEVATION P712 (C'( L 3 REVIE1 ) FC TYPICAL "MI" WINDOWS THERMA TRU EXTERIOR DOORS DETAIL Dwc. SCALE (C #) COLUMN LABECQDE CC ILIA 18d„ 36" 52�" 25}„ SH 15 SH 25 SH 35 SH H35 ■ ■ ■ ■ ■ ■ ■ ■ M.O. 20 1/8" M.D. 38° M.O. 54 /8" M.O. 27 1/2' 1x, 2x, OR 5/4 BOARD 1x, 2x1 5/4 BOARD P.T. WOOD BUCK P,777 WOOD BUCK \ 38" 70" 38" SECTION F# FOOTING LABEL Dwc.' SCALE SHELF HEIGHT D�/�� ASTNOTED SECTION R/!!!/.!!//1!. DROPPED SOFFIT �e owc. SCALE fY! E HEIGHT AS NOTED. ARCHED SEE - PLAN OROELEV. INTERI ELEV. WOOD BUCK. # OR UU1llillLlllLJllllIUL.UW MASONRY CONSTRUCTION SHOWN TYP. SCALE TYPICAL M.O. 35 1/4" W M.D. 37 1/4" W M.O. 41 1/4" W M.O. 55 1/2' W M.O. 78 1/2" W X 99' H X 99" H X 99" H X 99" H X 99' H BEAM LABEL ■■ GROUT FILLED CELL SEE EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB FOUNDATION PLAN `� ® ® ® ■ ® ■ ■ ® ■ ■ A REVISION NON -BEARING FRAME `.1 CONSTRUCTION %EDGE OF SLAB N BEARING FRAME W 0 rn 9 LU � J L LU Q.LLT = Z ;?� e r LL ❑ J O Q m � 0 a ,o ❑ z t a Q O O aa5 'S 0 r' Ln O -n CU aU !Z �..+ N E N co Ln �.. Cu aU '> O -o � = aJ ` oo O t Ln W 0 CL o w E E cl O o` ++ E �_ a)Ln aU aJ a) o o ``g H E to �'c' g= VS aU (n O LLI aU E =p f0 >_ S 8 -8y tU Q U 2E C t 'Cu O o CL y E 0 `_^ V ti W r Ljr) 0 CZ) .0 0U I 6 .. a. az G Q 2 V O LO CV ®_ 1� 4 � � RECEIVE BET.-O cU ST. Lucie County, Pe mittln 20 D v� W con W � V /T_` SH 35 I/ NORTH ARROW s , \ CONSTRUCTION 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) BREAK LINE ELEV BEAM HEIGHT CHANGE 'HH40. DOOR INSTALLATION NOTE: DOOR BUCKS USED MAY E 26, 5/4" BOARD OR 1x6.� GRAPHIC SCALE 0'-0" FIN. FL SLAB FLOOR ELEVA '- �y , CONCRETE SCREWS USED TO SECURE THE. DOOR FRAMES TO THE OPENINGS MAY BE ANGLED SLIGHTLY WITHOUT APPRECIABLE LOSS IN RESISTANCE. 6061 06' - MITI TYP. BAY WINDOW `` ALL FASTENERS SHALL BE OF THE SIZE, LENGTH AND SPACING AS REQUIRED IN THE PRODUCT APPROVAL INSTALLATION PROCEDURES. S =1 _J ILL. O O W 0 0 V Q' J ' W .N.O. COVER SHEET r ` C-1 FOOTING SCHEDULE DETAIL MARK SIZE WxD) REINFORCING DESCRIPTION NO. W12 15 COW-- E rI EAKM MONOLITHIC F-1 20" x 18" BTU. ONE STORY 1 W/2 15 CONT EXTERIOR MONOLITHIC F-2 20" x 18" BTM. 0 RECESS 38 ISOLATED F-3 3-0" x 3'-O" x 12" W/4 15 BTU. E.W. PAD 7 W/2 15 COW.. F-4 20" x 16" 87M. INTERIOR MONOLITHIC 27 EXTENDED F-5 36" x 20" x 18" W/4 15 BTM. E. W. EXTERIOR MONOLITHIC 19 THICKENED EDGE TE-1 10"x DROP x COW.. W/115 CONT. AT DROP 34 COLUMN SCHEDULE MARK SIZE TYPE DESCRIPTION 8x8 GONG. BLK III FULLY GROUTED CELL WII-15 VERT. FA. CELL C-1 BLOCK ® 8'-O" 0 C MAX. OR AS LOCATED ON PLANS 8x16 C-2 BLOCK GONG. BLOCK IN 2 FULLY GROUTED CELLS W 1- 5 VERT. EA. CELL 8x12 C-3 BLOCK CONC. BLOCK W 1 FULLY GROUTED CELLS W 2- 5 VERT. 12x12 C-4 BLOCK GONG. BLOCK W/1 FULLY GROUTED CELLS W/4-15 VERT. CONC. POURED FILLED TYP. HOLLOW CELL W/ STL, PER PLAN MASONRY BLOCK RUNNING BOND PER PLAN DOWELL & EPDXY (1) # REBAR INT❑ SLAB @ w FILLED CELL LOCATION c W/ 4' MIN. EMBED. INTO SLAB CONC, SLAB & MONOLITHIC FOUNDATION PER PLAN MISSED COLUMN STL. DETAIL 8" 6° MASONRY WALL HEYOMIl OVERHEAO CA9tA7;E DOOR PAVER RECESS CONC. BRICK PAVER OHD RECESS SET IN SAND SLOPE PER SURVEY FOOTING SEE SCHEDULE DRIVEWAY / GARAGE INTERSECTION 48 BAR DIA. SPLICE _•ems" ...a, -•.+at � • _` •.+ -r'V. BOW PRECAST + LINTEL. SEE LINTEL SHOP DINGS. t ` FILL COLUMNS ^lq AND LINTEL SOLID W/ GROUT r,- CELLSFW/ 1J5 A VERT. (TYP.) A4 TYPICAL DETAIL LINTEL ON COLUMN u M �1 10'-8" TO.B.B. 9'-4" TOB.B. r CONC. 4 I COLUMN ' e ^ 1 w INT. BEARING WALL FIBERMESH !'' MATCHING DOWELS - a'I n a SEE FRAMING PLAN J. 48 BAR D4L MIN. FIBERMESH <-. AdEl�4R GRADE W/STD. HOOKS 1- 5 CONT. ONLY AS READ. FOOTING REBAR y SEE FOOTING SCHED. r g 3 3" MIN. COVER 10 SEE FOOTING SCHED. g WELDED WIRE MESH -j :�': 34 THICKENED EDGE #1 __J -- ., r • ,. r a r -• L 8" I, MATCHING DOWELS FOR = • ° COLUMNS 48 BAR DIA. h PAD REBAR MIN. W/STD. HOOKS SEE FOOTING SCHEDULE SCHED. EQ. E0. EDGE BARS ALWAYS CONT. REBAR SEE SCHED. REMAIN. SPACE OTHERS EQ. EQ. SEE FOOTING SCHED. EQUALLY ;i. OMIT CENTER BAR OTYP. EXTERIOR CONT. „ FIBERMESH SCH ULE HEN ONLY (2) REQL MONOLITHIC FOOTING O ISOLATED PAD 27 INT. CONT. MONOLITHIC --- j;' } T 16 MATCHING DOWELS FOR g COLUMNS 48 BAR DIA. FIBERMESH OR MIN. W/STD. HOOKS WELDED WIRE PAD REBAR MESH (SEE SEE FOOTING SCHED. SCHED, SCHEDULE)) 1 EDGE BARS ALWAYS i REMAIN SPACE OTHERS EQUALLY. 38 EXT. CONT. MONOLITHIC - SEE OTHER SEE SCHEDULE DETAILS FOR FOOTING BEYOND 19 EXT. MONOLITHIC AT PAD 6020 TRANSOM HEAD ® 9'-4' SH125 HEAD 9 8'-0" ® ® ® As L---J ® r----------------------- --------- I — .------------ F3 o 2Q, m I I ^ L---J W I 1 J I va Fl I C4 1 I la 14_4. IF---- _° I r------ � I r---r F3 0 I ® � o PROVIDE ELECTRIC TO — J n B ® I •a o .r L---J F1 17'-2'. ISLAND r e L---J - ------ 1J-1° NOTE; 0I 5X5 P 30e0l R RECESS • N PAVERS EXT DR 3 4° •' ° A4 FLOOR oUTLEr . ALL COLUMNS ARE C1 U.N.O. 12'- - n 2-1/4 x " I W/BRASS COVER 3, 0. _4. 2, D" 1 -0. o 10'-0" oo ® I i 0'-0" FIN. BOOR SLAB III"`///�\�\�\III��F I x — L� 3 i ® F5 ® 16070 OHD ®� EEM an Q I \\ Lr-------- ------------IF ----- 2 • 5'-0" 5'-0" I \\ 1T 10• F2 Fl 8" W X 5-li" D RE O FOR PAVERS M \>>\ I o (FO DEPTH MEASURED C2 I o rr BOTTOM OF RECESS) W/ 6" W X 3/4" h C2 11 D RECESS BEHIND (SLOPED) ® r------------- I' 5,_5 ° �._8. ` UNDER SLAB\\\ Nm REV 0i A/C CONDUIT \\ " E T. L 4" SLOPE 2" o ro ° \ GARARFSIDE_ DEMISING WALL RECESS 1-1/2" SMALLER THAN ACTUAL V FINISHED F2 - -i — •�, L o DIMS SHOWN HERE I FI i FORM )HOWER PAN o °p 26-8" 1-1/2" LA GER 0 ALL SIDES T AN ACTUAL TE-1 -11 1/2" I \\ I a w FIN SHED IMS/ v ® I HOWN ERE F- ------- O1 F2 O L-----------------F1---------------� — — — 1 — — — — — — — — — — — — — �> - — — — — — — - - — — — — J —01-11 Jul PROJECT LOG ISSUED FOR START 04-05-19 ISSUED FOR PERMIT 09-17-19 W Lu J r w WLd u a: LL W LL W U z J r in J a Z S Z Oa r a 0) y :off Qc nnc o ca au ca c oo vi c o n 3 QJ x � rn n O - � 0 o E co ra c E c Ln ra CL aci E E o o 0 E o L oW co v E VI cn C L C O _ w E�� v o H- o N� Z m 0-CD � L c� o In := E�01 0 U LLJ a� 7 , .— C O co Jc ci :". a O law 4093 ma 0�. CN 4 ago EED FOR_ I MPLIANCE CIE COUNTY CiCi-- _ W Cop J LL r, W Z r.� 0 0 O Or,j � O w U FL Q J Y 1LATIONS TOTAL U/A 1812 S. F. COVERED ENTRY 116 S. F. COVERED PATIO 233 S, F. GARAGE 583 S. F. TOTAL AREA 2744 S. F. TOTAL AIR VOLUME CUBIC FEET = 16851.6 IMPACT / LOW E GLAZING AT WINDOWS AND SLIDING GLASS DOORS - I 0 io I 12" AC CONC. PAD DETAIL N.T.S. FINISHED CEILING 2x WD BLOCKIN EACH SIDE OF I FOR MOUNTING 2x MTL STUD: TYP. (2) 110 S TDP & 60TMM 4M4 FINISHED COUNG - SEE 0 TYP. WALL SECTION CONL 25 GAUGE METAL TRACKS TOP & BOTTOM W 25 GAUGE CHANNEL SHAPED STUDS 24" 0/C W/1 FULL LENGTH LAYER OF 0 1/2' YPE GYPSUM WALLBOARD APPLIED VERTICALLY & ATTACHED W/ 1" LONG BUGLE HEAD SCREWS TO EACH SIDE 0 12" 0/0 CONC. FLOOR SLAB HILTI PINS .145' DIA x i' LG. 0 16' OJC W1 to WASHERS 01 INTERIOR PARTITION — 3/4" = 1'-O' A4 FINISHED FLOOR TYP. MEDICINE CABINET 10'LO.B.B. WASHER AER 9'-4"TO.BB. 28-1/2T SPACE DRYER VENT DRYER VENT LOCATION FRONT VIEW GARAGE CEILING 4" 15' (2) 110 S.M.S. TOP & BOTTOM 0 EACH STUD rR*mw69 - SEE _K TYP WALL SECTION 2x6 BLOCKING W CABINET LOCATIONS. FASTEN EA. END TO STUDS W/ (2) #10 B.M.S. EA. END 25 GAUGE CHANNEL SHAPED STUDS - 2(2 STUDS ® 16''0 C 2x6 U 4" 0/C) W/i FULL LENG7TH LAYER OF 0 112' TYPE GYPSUM WALLBOARD APPLIED VERTICALLY & ATTACHED Wf to LONG BUGLE HEAD SCREWS TO EACH SIDE 0 12" OIC CONT. 25 GAUGE METAL TRACKS TOP & BOTTOM CONC. FLOOR SL48 �s .A HILTI PINS .145' DIA x 1' LG. ® 16- 0/C WJ 1" WASHERS TYPICAL INTERIOR PARTITION ALONG CABINETRY BACKING SCALE 314" = 1,0" 9`-0" 3t/iA4° THK TEMP TOP OF KNEEWALL W/ PT GL PLATE W/ CLIPSS PLYWDP& 2" NON ASBESTO FIBER CEMENT BACKER�BAA,1dD P/h'" WALL' CAF KNEEWALL W/ NON ASBESTOS FIBER CEMENT BACKER BOARD MTL FRAMING ON SHOWER UB SIDE KNEEWALL W/ DRYWALL & TILE FIND FINISH THIS SIDE a - o ROMAN SHWR PT 2X SILL PLATE L L L L LLL o LLLLLL L TYP. KNEE WALL SECTION R-40 BLOWN —IN FIBER GLASS INSULATION AT ALL A/C AREAS ALL INSULATION SHALL COMPLY WITH FBC R302"1,0 FLAME SPREAD COMPLIANCE 25. SMOKE DEVELOPED INDEX 50, V V V V V V V \' \/ \I L CE —LING AND WALL FINISHES SUCH AS PAINT SHALt MPLY WITH FBC R302.9.1 & R302.9.2ME SPREAD INDEX NOT GREATER THAN 200. OKE DEVELOPED INDEX NOT GREATER THAN 450, 79' 2" 42'-2' 8° 6'-0°. 45'_ " s'-4" r.o.e.a. f0-6 T.O.B.B. 1HB (� 6020 (� �✓Taeucnu m n ct 95 PROJECT LOG ISSUED FOR START 04-05.19 ISSUED FOR PERM97 I dglq-7-A-91 1 BLDG COMMENTS 01-09-20 1 .I z — — — — — — — — — — ■ ■11111111111111111 . ■TMUIM III ■■ ■ ■ ■ ARCHED OPENING ■ SPRING 0 7'-4" rop a N O O 2 (4 BEARING WALL - 0 8'-C" A.F.F._ 15'-0" I , r-o " p S E STRUCTURAL 11'-2" ■ 1 — — — ■ ® w 'b ■ � c RANGE W/ MICRO ABV. 0 4 4J �'� I DINING ■ b0 ;.:" l O'-B" CLG, D LETE STD. o o_ i/9 .. 10'-8" CLG. BACKSPLASH DBLOSINK DSP. I REFI 3 �W1 DIN ®d N I 9-4LG. oLLEQROOM � ■ ■ n I r COUNTER 036" AFF TI I c0ya r � 4 b + a I KITCHEN CROWN 4v 3'-3" 5'-0" 3,_ .1 2'-0. MOLDING ALL LEVELS N a PR 2680 PKT ORS. PORCH C O V. PATIO t3'-o" T-o° a'-B" 5'-11" ■ 0• 9 -4 CLG,, -I 15 1 a _ PAVERS G'—B" CLG. '-0' •' t6'-10° 5'-D 1/2• 3'-5 1Y. / FOYER 3�- - —e CLG. - " :r B X08DR :„ I I A M PAVERS GREAT ROOM __ ® • N 2-p " 2'_p' I 10'-0" G O N 10 -8 CLG. 2 I BROOM ® ■ 016070 OHD L CLOS. ■ ®® ■ ■ ■ N �I L . OUG U TI L TY"� LY:� 26BD I 5'- " _T - FLAT ARCH 9'-4" CLG. 4N 20 MIN. SOLID CORE I 't" "' 8 -4' TO 9 -0" 0 5' O' 10 I LR/A - " '- ° DOOR W/ RABBITTED I ■ SHELF ®42"4 AFF JAMB OVERSIZED �� rr WEATHERSTRIPPING I I ■ ■ ■ b 40" X 5 a " M 2880 LIN. OPl`.' 680 , N I T. W,, L_ J TWO BAY G A R A G ■ ■ TIM 5 SH. R-11 BATT INSULATION A T Z 0 GARAGE DEMISING WALL N R& S - LG. o I aJ L--------------------J M T-8" LF R & S 108' X 52° MIR OR ■EE a o , p ti * LINE OF OVERHEAD DOOR ■ 8 -4 LF 6D80 "b $PAC in BP I"N 31 o 6060 BP " = LIN. - 8'- SMOOTH COATc E IS STUCCO FINISH ■ cv v a MASTER_ SUITE m JN BATH BEDROOM 2 EXCEPT AT DRYWALL O E O 9'-4" CLG. N �� J ti „ 9 -4 CI G." 8 -- I I N 9 -4 CLG. N - - ARAGE SEPERATION REQUIREMENTS PER 3G6.2 ---- - - - T. L -i _ N - ■ SILL 42" GLASS SH F ■ O o /� WIC (1) ® 60" TE F.G.FWAME PS 3'_0' t0 4. '-2 13'-10° 26'-6° S ®8'-" WH R&S ■ ■ *111111111 IIIIHVIIIIIIII III liall■11111pla ■11 111111 llllllmr_=��Imlll■ ■ ■ ■ nil■ CHANGE IN `� ): U K an 00 ¢ (4) 2x4 METAL STUDS I (TEMP,1 (EG ESS) CLG. HGT. HEAD M 8r0° FLOOR RO CEILING — - ELECT. o PANEL BACK TO Lj a Lij wUJ a z Z J Z 3 LL w j Zg Qa L 0 C M "i O O rn .M c i v c o ru mcu 4 aj c f° CL Z rca a� E E o p o E o $ cu .a O E Cncn C ;G V = O = ;C>' � O ,a €1 E ffi C/f (.0 r W 6 E U r C y — C e C C=) os m U r J I'w 0 �h m , R4 8 I^4 r. 4 I =WED FOR :OMP LANCE %IE C UNTY 3VV - ILAL Fj led;opi2 8H � W 0 L 0 Q u5-0"" Tad O � L 1J O U No J BACK W/ METER Li 26'-4° 6'-0° S-5° V-10". 34•-7" O W F.� Li v Ld 79'-2" J Vi 1/4" = V-O" U.N.O. FLOOR PLAN A-2 Y GARAGE FLOOR I M (.1 � :Q C1 lhl 1 r h.. W ELECT. PANEL / CHASE `;'�'�;`�`' 20 I I -PROJECT LOG \ - - ISSUED FOR START 04-05-19 ISSUED FOR PERMIT 09-17-19 12 - - - CONC ROOF TILE, TYP. 6 I DECORATIVE STUCCO LOUVER L10'-8" T.O.B.B. 9-4" T.O.B.B. I c MEDIUM TEXTURE ao 8888 DECORATIVE CEMENTIFOUS FINISH ON BLOCK WALLS, TYP. D.P.= +31.9 PSF D.P.= +31.9 PSF 9n D.P="+ 1.9 PSF io L 32.7 PSF M 32.7 PSF - -34.7 PSF 0'-0" FIN. FL SLAB --- 4 D.P.= +31.9 PSF 34 7 PSF I I I I I I I FRONT ELEVATION - CLASSIC I I I I I I 10'-8" T.O.B.B. 9'-4" T.O.B.B_ w w a Li U1 z Z J LLJ = W 3 3 LL U ZR X. N n z 0 Q a N Z o a 0 �o a= aa� �.� ao a.R � 48 �EN��� c.N L — c LD v v n CL co p o p Q E E o o E -d C '3 J Ln N Q cc°.r ~ O 0. c:! c (v cn c p 2 LA W yC L 'Q co V 1 u L!).. Z" Qru U a � a m On, 11 d I 1 '^ V z W D.P.= +31.9 PSF I E D.P.= +29.9 PSF H 34.7 PSF 37.7 PSF F O 0'-0° FIN. FL, SLAB m lir ----------------- U S D.P.= +28.4 PSF Q O31.2 PSF — MEDIUM TEXTURE DECORATIVE CEMENTITOUS FINISH ®6 ccn O ON BLOCK WALLS, TYP. c O s= a) ZLo V e- � J REAR ELEVATION - CLASSIC �$ a� ffiI REVIEWED FOR - CODE COMPLIANC a = 4:0' - -a - 4.0" -ST. LU CIE COUNT �`--� BOCC -File Copy U r 10'-8" T.O.B.B. I--1 _ 9'-4" T.O.B.B_ N TRANSOM 6 -0 w.. D.P=+3.PSF O -36.3PSF N 0 U � Ly D.P.= +31.9 PSF 1/4" = 1'-0" U.N.O. O-34.7 PSF I 0'-O=FIN.-FL SLAB ---------- -- 1=1 EVATIONS El MFT D.P.=+28.5 PSF �� �` �l• t1r(i�. pfi -34:8 PSF 1, MEDIUM TEXTURE r•I DECORATIVE CEMENTITOUS FINISH RIGHT ELEVATION - CLASSIC 1a..1.. , A-3 ON BLOCK WALLS,'TYP. %kof' mmmum Nr3r? Diviski c4millwini Wilairgw'VA" Soffit dents (One Piece) MEMs'-4" r.o.B.B. Continuous one-piece Soffit Vent with reinforcing rip to key into stucco &amp; piaster. =,#11,, - ------ k4o", '+lid$„, mm R iitrlAR O} Ci♦rkDptrwrt' 14.i3dffi�ay�}Ot11� mmm Mid Wall (M Style) Control Joint [' Designed to relieve stress and assist in controlling cracks in exterior waif finish: Intersections of Ts available. f3F 0. ..u• a. r B..: aer 1578-50UL 7/8"xi/2" 3-1/2" solid Flange, 1-3/4" perforated Flange 15 mint vvau Commi joints — uesigne° to relieve stress and assist in mminoiling cracksin exterior wall finish. Intersections of Ts available US Patent Number 7,757,460 Caulk all intersections, butt pints, ends and corners at time of installation. ATTIC VENT CALCULATION: (SQ IN) ROOF AREA CALCULATED 0 2744 (SQ.FT:) x 144 = 395,136 SQ IN. / 150 = 2,634 SO. IN. REQUIRED NET VENT AREA 15 SQ IN. PER LINEAR FT. (176 LF) VENT = 2,640 SQ. IN. TOTAL NOTE: CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF VENTS S" BARREL CONCRETE TILE 901 FELT SELF-ADHESIVE UNDERLAYMENT OVER 301 FELT TIN TAGGED TO EXT. GRADE PLYWD. SHEATHING (SEE DIAPHRAGM SCHEDULE FOR TYPE & NAILING PATTERN) PRE-ENG WOOD ROOF TRUSSES — 024" O/C TYPICAL W/APPROVED GALV TRUSS ANCHORS EA. END SEE PLAN/ ELLV. GALV MTL. DRIP ON 1X2 P.T., 2x8 PAINTED TEXTURED SPRUCE FASCIA CEMEN77TOUS FINISH ON METAL LATH ATTACHED — W/ 3" CONTINUOUS VENTING ON ALL SIDES (TRUSS CO. TO PROVIDE FLAT SOFFIT) MEDIUM TEXTURE DECORATIVE CEMENTIOUS FINISH OVER 8" CONC. BLOCK DO NOT EXCEED 5/8- THICK R 4A Fl-FOIL BETWEEN STUDS 0'-0" FIN. FL. SLAB b 2 g STUCCO ATTACHED TO METAL LATH —� 12 ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MANE. (MAX. 8' O:C) � \� �6 PRE ENGINEERED WD. TRUSSES © 24" O/C TYPICAL R-40 BLOWN IN INSULATION THROUGHOUT AIR CONDITIONED CEILINGS STUCCO ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MAN-F. (MAX. 8' O.C) PROJECT LOG ISSUED FOR START 04,D5>19 ISSUED FOR PERMIT I 09-17-19 LU a. m LI.I J LU Z N C ? � 3 C LL W U 3 x LL N 0 m a Z c 0 r a 0 C d W. Q O C C 5 .• -O Z5 0 .Wn O O tj�aa ra C i ro E `n =o to _ Lm +.. 'c +L N� O V E E O E o- a v �Q•J J Cr C UJ > E o chi E Cn 0 E C O S — -- - H � E _ 9'-4° T.O.B.B. p Ou � 'n cC M C9 -- -- Z Q�'u'o s ��?II 1�1® %0 %0 COVERS b ®�®® PORCH FOYER GREAT ROOM PATIO :1 �, E ®�®L==J O 4, - — SLOPE uj ! SLOPE LU - LO - — - _ - - = - — - 0'-0_FIN_ FL SLAB - o -0 aU C U SECTION A -A - CLASSIC l o' w C _ 9 12 ®: a ® O U_ 6 J l 0 11) C"i a INSPER ENERGY GALc. CN noN NOTE: IN THE EVENT THAT THE R.O. IS LAID OUT LARGER THAN THE PROPOSED OPENING ON PLANS. PER ETHE CONTRACTOR SHALL BE ALLOWED TO SHIM THE OPENING,; USING A COMBINATION OF 2x & 1x PRESSURE TREATED LUMBEAE IEWED F RAT RUNS PER THE FRAMING SHOULD BE SECURED TO THE BLOCK USING THE PROPER TAPCON LENGTH, DIAMETER & SPACING BODE COMPLIt, '.q TRUSS MANF. FOR MINIMAL EMBED REQUIRED AS NOTED PER PLAN.iL 5/8" DRYWALL OR 1/2" "TOUGHROCK" ST. LIJCIE COU Ty' (OR EQUAL) APPLIED TO UNDERSIDE OF TRUSSES BOCC FIRE STOP CONT B x 16° MASONRY BOND_ BEAM W 1 5 COAT TOP & BOT. - FILL W/ CONC. CONT. METAL POUR STOP 1/2 DRYWALL I X2 P.T. FURRING 0 24" 0/C EXTERIOR BLOCK WALL TO BE WOOD BASE MONO. CONC. FOOTING SEE FOUNDATION PLAN FOR N07ES & DETAILS Ill J1= ' III ICI—�I 1I- TYPICAL WALL SECTION SCALE 3/4" = 1 TYPICAL I N ION WINDOW ASSEMBLY ■CONTRACTOR TO APPLY TO ALL SIDES OF MASONRY OPENING INCLUDING HEADER AND JAMBS PER FBC 2017 703.4 M BY WINDOW MANUFACTURER . FASTENERS LIQUID APPLIED FLEXIBLE CONCRETE MARBLE SILL CAULK FLASHING WATER PROOF PRODUCT TO o MEET AAMA 714 APPLY PRODUCT DIRECTLY TO CLEAN CAULK SEAM AT CONCRETE SUBSTRATE PER MANUF. SPEC e aMORTAR OR WINDOW INSTALLATI � a '' < GROUT 4'� '4 •a .e e 4 4 e. •a . .. '.. ... 4 '. DRYWALL °' •p `4 a 4 SET SILL IN FULL MORTAR BED AND HEAD JOINT < ...s. sruccD OR DECORATIVE CEMENTITI13US COATING 3/4' FURRING TO �• MASONRY WALL 4 � 4 8' C.M.0 4� 4 PRECAST SILL DETAIL CONCRETE WATER PROOFING APPLICATION CONIC OR MASONRY ALUMINUM FRAME FASTEN TO-'1 iz4 P.T. BUCK.. SET IN CO --FINISH 3/16"x2 i/2" TAPCON W/1-1/2" CASE HARDENE PERIMETER CAULKING 2x6 P.T. BUCK SET IN SEALANT FASTEN W/ 1/4" DIA. x 3-1/4" SCREWS 0 12" 0/C PERIMETER SEALANT COIL NAILS AT 12' 0/C. MAX. CONC, OR MASONRY ix4 P.T. BUCK SET !N SEALANT,A TAPCONS 3" FROM E.E. STUCCO FINISH CONIC. OR MASONRY AND NAILED CASE .£}°Qe q o AND 12" 0/C MAX. °° CONC. OR MASONRY Oc COIL NAILS AT 12" 0/C. ° T. ix4 P.T.CK SET IN b o U. Qor 80 ° DOOR TRIM SEALANT AND NAILED DOOR FRAME 2— W/1-1/2" CASE HARDENE COIL NAILS AT 12" 0/C,71�—ALUMINUM BOARD DRYWALL BOARD FASTEN TO BUCK W/ (2) 16 GALV. x 2" MAX. FRAME CAULKING SCREWS 0 2'-0' 0/C DRYWALL BOARDTO BUCK W/ DOOR FRAME DOOR TRIM CAULKING - i/2" TAPCON FASTEN TO BUCK W/ PERIMETER SEALANT 0 12" 0/C (2) 16 GALV. x 2" STUCCO FlMSH R SEALANTSCREWS 0 2'-0" 0/CFINISH HEAD/JAMB DETAIL (DOOR) JAMB DETAIL (WINDOW) HEAD DETAIL (WINDOW) JAMB/HEAD DETAIL (S.G.D.) CONE COLUMN DOOR THRESHOLD SET WEATHER STRIPPING IN BED OF CAULK & FASTENED TO SILL W/ 18 x 1 1/2" SCREWS BY DOOR Mili GARAGE DOOR ALUMINUM FRAME SECURE FRAME TO SILL 0 18" 0/C PERIMETER CAULKING GALV. STL. VERT. TRACK BY MANE FASTENED 70 TRACK BRACKETS W/ WITH SILICONE CAULKING I DOOR FRAME FLOOR COVERING FASTEN TO SILL.W1 1/4"-20x1/2" CARRIAGE BOLTS & LOCK NUTS OD° 16 x 2" SCR j l 0 2-0° 0/o ° o $q 'b 'O GALV. Sit. TRACK FASTENED WOOD JAMB W/3/16"xl-1/4" o : Oo° VA IBRACKETS � FLOOR G RINGTO LAG SCREWSPRECAST OR POURED L,'t. CONIC FLOOR SLAB PERM PERIMETER CAULKING 2x8 P.T. ATTACHED TO MANU S MErH00 of COLUMN W/ 5/6" WEDGE SILL PERIMETER CAULKING coo oq O STUCCO FINISH ATTACHMENT SHALL A 2'-0° O/C VERT. PREVAIL WHEN SUBMII7ED ROUT BED t w COMPLETE uismuclroHs (6° MAX FROM ENDS) AND 2"FROM INSIDE EDGE OF 2X6 CONICRET ! pr 1 SILL DETAIL (DOOR) JAMB DETAIL (GARAGE DOOR) SILL DETAIL (WINDOW) 1.r SILL DE T 1L H W con � z U U r� O LJJ t--�l N 0 U Q J W 1/4" = V-O" U.N.O. ELEVATIONS SECTIONS A-4 NOTE: MAY BE ATTACHED TO VERICAL TRUSS MEMBER FOR A0RERAMCIES 1/2" 3/8" ENG. AND APPROVED WOOD TRUSS'S SEE DESIRED INSTALLATION DUE TO TRUSS PROFILE 73r� YYAIi SECTIONFOR ACILML MRPIS. WLm41D 1T CONT. 2x6 P.T. BUCK FASTENED TO LINTELS AND OVERHANG CONDITIONS SEE TYP. WALL SECTION W/ 1/4 x3° LG. TAPCONS 0 12° 01C MAX. FOR ACTUAL HEEL AND i12" DRYWALL OVER AND TO BLOCK OR CONIC. SEE TRUSS CONNECTOR NOTE PRE-ENGINEERED WOOD O.H. CONDITIONS TYPICAL FURRING W/ HILTi ONI-62-P8 0 8- O/C MAX INSTALL PER. MFR. SPECIFICATIONS ROOF TRUSS 0 24" O/C O �0 2X6 P.T. CROSS BLOCK REQUIRED ONLY IF ° �'�' SIMPSON MGT W/ 22-10d USP HDPT2 OR HDPTD ,x NAILS INTO TRUSS FASTEN TO WALL W/NAILS ti g�Y FREE EDGE DIMENSION EXCEEDS 24" PER SCHEDULE AS READ. SEE DIMENSION. NAIL TO BUCK AT EACH - - —SEE PLAN N� END W/ (4) 16d NAILS. 'Tor EXTRA LAYER OF 1/2" Rt FRAME BEARING WALLDRYWALL SURROND'NGFRAMEARCH CONC. TIE BEAM OR ELEV, EDGEOF MASONRY OPENING MASONRY BOND BEAM TYPICAL FURRING'Y BOND BE4M STRAP DEL. TOP PLATE TO STUDS APPLIED TO SHEATHING 19/32 EXTERIOR SHEA7HING TOP (1) 5/8" ANCHOR WOP°PLATE AND DOWN EACH SIDETRAP R W/PAPERBACKED Hl RIB METAL LATH INTO BEAM W/ W/ (6) 10d NAILS (TYPICAL) 19/32 PLYWOOD ARCH 5" MIN. EMBED. 2X4 PT BLOCKS ALONG ARCH i NA1l 70 PLYWD. EACH END SET IN EPDXY W/ WOOD STUDS 0 16" 0/C (PER PLAN) W/(3) 10d x 1-1/2" COIL NAILS MAX. UPLIFT = 3965# 2K f SOLID BLOCKING 0 4'-0" 0/C SECTION I 1%IEW VERT. MAX. 2 STRAP BOTTOM PLATE TO STUDS 5 A5 CONNECTION DETAIL A5 CONNECTION DETAIL a 1TOMPPLA E AND 6, OR SI ERnP ° A5 CONNECTION DETAIL W/ (6) 10d NAILS (TYPICAL) ROOF SHEATHING NAIL PER SCHEDULE 5 8" WEDGE ANCHORS 0 24" 0/G CONT. FASCIA BOARD (SEE WALL SECTION) NAIL AND 6" MAX. FROM OPENINGS W/3'0%1/4" STEEL WASHERS TO LADDER W/ i6d 0 8 0/C 6 EMBED 4" MIN. (3) 16D TYP. 2x4 LADDER FOR O.H. 0 12" 01C FLOOR SLAB _ CONT. _2x4 LADDER PLATE ANCHORED TO GE_ TRUSS W/ i6d NAILS 0 8" 0/C MAX. 2x4 DIAGONAL BRACE RESTRAINT 0 4 -0 0/C (2) 10d TYP, SECTION FA.7RUS5 ... WALL SHEATHING NAIL PER SCHEDULE GABLE END FASTEN TO SLEEPER W/ i6d NAILS REINFORCE VERTICAL MEMBERS 0 4" O/C TYPICAL OF GABLE END TRUSS W/2x4 CONT. 2X4 SLEEPER FASTEN TO BEAM W/ HILTI T-BRACE AT EA. VERT. XDNI 2-5/8" LG. 0 6" 0/C NAIL w/l6d NAILS 0 8" O/C USP TA24R EMBEDDED STRAP. W/ (4) i6d NAILS PLAN WE 0 EA. TRUSS VERT. WEB (24" 0/C) c v o AT T-BRACE CONT. CONC. OR MASONRY TIE BEAM SEE TIE BEAM c rn rc c 3 CONNECTION DETAIL ILAhTM& SCHEDULE ING 0 4'-0" OTC AS CONNECTION DETA.II_ = a A5 cu -0vi v � � � - aj E.No�, c (v N Ln 0 -a .- il #5 REBAR AT TOP c = aJ 4S O MIN. (i) REQ'D is c C7 � -m '- PROJECT LOG ISSUED FOR START 04-05-19 ISSUED FOR PERM T 1 0-09-N91I9 ALLOWABLE UPLIFT LOADS FASTENER TOTAL FASTENERS SIZE 2 41 611 10 12 Bd 22014401 6601 8801 1100 1320 10d 2651 5351 8001 10651 13331 1500 Ld m m d J LU J Z W LL x i z o J a Z0 0 a 0 F= FILLED WITH GROUT / U= UNFILLED i CLEARE3c C.M.U.C:M.U. a E o o O S O a U N O. Q Q rq � w ° a s QUANTITY OF #5 REBAR AT a BOTTOM OF LINTEL CAVITY a z GROUT 8 F 16-1 B/ 1T #5 REBAR REINFORCING PROVIDED IN LINTEL (VA LNOMINAL HEIGHT L QUANTITY OF #5 NOMINAL WIDTH REBAR AT TOP 7-5/8" ACTUAL " NOMINAL HEIGHT TYP. 0 WALLS 8U8 8F16-OB/iT 8F16-lB/lT 8F24-OB/lT: 8F24-i8/1T BF30- \ I a C> v � a O Ef) c c p S Vi w bi ,.-- '4 p �a N = bpi p Z N � a 7 0.1 il i FLU C f= Sz. / ) V /l t 1 paLu �, , 9 r �eYi _ 0m O ee g � 1 ®� ) C O O Q � � U V J e^- c— h MCI 10 0 CV m 1"a x (a, p ®Ir z • N N — a Il�rr�"��� �y con U- 7"/ o r ,con LOTT'SLINTEL BEAM SCHEDULE 1B/FT LINTEL LENGTH ALLOWED LOAD APPLIED LOAD ALLOWED UPLIFT APPLIED UPLIFT LINTEL SPECIFICATION 1 17'-4" 2106 355 788 247 8F34-lB/iT 2 4'-4" 6490 0 4033 0 BRF14-iB/iT 3 5'-4" 5809 157 3057 48 8F16-iB/iT 4 7'-6" 2882 130 1548 97 BF16-lB/iT 5 7'-6" 2882 120 1548 90 8F16-iB/iT 6 6'-8" 3581 355 1947 247 8Fi6-lB/iT 7 4'-0° 8859 1270 5572 435 8F16-lB/iT 8 7'-6" 2882 1253 1548 436 8F16-iB/lT 9 7'-6" 7857 0 3323 0 8F32-1B/lT 10 13'-4" 3250 0 1178 0 8F32-lB/iT 11 10'-6" 1533 423 914 275 8F16-lB/lT 12 9'-4" 2000 210 1027 82 BF16-lB/iT 13 14'-8" 1079 217 477 75 8F16-1B/1T 14 7'-6" 2882 271 1548 95 8F16-lB/iT 15 7'-6" 2882 946 1548 330 8F16-iB/iT 16 3'-6" 10000 1841 7428 11 650 SF16-lB/lT 17 5'-4" 5809 1 840 3057 1 291 817i6-i13/1T 18 4'-0" 8859 1 250 5572 100 1 8Fi6-lB/lT 19 4'-0" 8859 250 5572 100 1 BF16-i8/iT a � U o 0 I-� 0O Li.l N D U � J < 1 Lu � lJ 1/4 _ 1'-O" U.N.O. STRUCTURAL PLAN pf r — Rd i.. ; Ads it 01 MWm20 ELECTRICAL SYMBOLS DUPLEX RECEPTACLE SWITCH TELEVISION JACK e 4 NEST DETECTOR ® RECESSED EYEBALL AT 12" A.F.F. SINGLE POLE PRE WIRED SECURITY T Q� IIB DUPLEX RECEPTACLE $3 SWITCH if220 V. RECEPTACLE � FLOODLIGHTS F.P.&LMETER THREE WAY Al 12 A.F.F. SD SMOKE O &DISC: Tc DUPLEX RECEPTACLE SWITCH Q THERMOSTAT DETECTOR SMOKE/ CARBON ® PANELBREAK AT 8" ABV. COUNTER 4 FOUR WAY MONOXIDE DETECTOR Q INTERCOM SWITCH EXHAUST � 0 DUPLEX RECEPTACLE. SWITCH I AT 600 A.F.F. _ � DISCONNECT FAN FLUSH IN FLOOR R RHEOSTAT TELEPHONE OUTLET EXHAUST FAN GFI DUPLEX RECEPTACLE SWITCH V AT 12" A.F.F. � PADDLE FAN W/ OR WO/ LIGHT F W/ LIGHT *NOTE* — ALL ABOVE COUNTER AND ISLAND OUTLETS TO BE DECORA - ALL SWITCHES TO BE DECORA Plans are Prepared for the Builder and not any Planned or Future user / Home owner of the Subject Property and any, Modifications, Deletions and other Changes Authorized by GHO Homes Corporation or other CHO entity are Permissible to included, but not be limited to Electrical Design Modification, Fixture or Outlet or Circuit changed, Combinations or GROUND FAULT n DIMMER TELEPHONE OUTLET Changes. All Final Work shall be at a minimum Equal to Code minimums DR LV DOOR and any changes are only Permissible if Suggested and complete by a FLUSH IN FLOOR Z FLUORESCENT RELEASE licensed Electrician so long as Applicable Codes are Met and Load TOP REC. SWITCHED K DUPLEX RECEPTACLE f SWITCH FIXTURE CLG. MNTED NOTE: ALL VANITY WALL LIGHTS TO KEYED BE 100 SPEAKER Qv VOLUME " A.F.F. U.N.O.POWDER ROOM Sufficient to Meet GHO's minimum Level of Service and Operation. ® IN CLG. INCANDESCENT LIGHT CONTROL TO BE 86" AEX ,F.F. IF .APPLICABLE DUPLEX RECEPTACLE SECURITY FIXTURE CEILING MNTED. Q�WF � SPEAKER pq�p RECEPTA LE If WATERPROOF � KEYPAD WALL OUTLET INCANDESCENT LIGHT �I RECEPTACLE '?� DUPLEX RECEPTACLE JUNCTION FIXTURE WALL. MNTED. NOTE: ALL EDGE OF SWITCH PLATES DC UNDER COUNTER J BOX Q HOME RUN ® HI HAT rR SPEAKER LOW VOLTAGE TO BE NO LESS THAN 4" FROM CLG MOUNTED TRANSFORMER OPENINGS O INTERCOM 4 DOOR CAT5 ® HI HAT FB FAN BOX STATION CHIME HOME RUN VAPOR PROOF IN CLG. NOTE: GARAGE PUSH BUTTON LOCATED ® 60" ABV GARAGE FLOOR` -- 72" MAX. ELEC. PANEL "UNIT A" 200 AMP CIRC, DESCRIPTION POLE BRKRWIRE VA, 100% 1 AHU HEAT STRIP 2 60 6 0 9.6 1 A/C COMPRESSOR 2 40 8 0 0 1 RANGE 2 50 6 12.0. 0 1 DRYER 2 30 10 5.0 0 1 WATER HEATER 2 25 10 4.5 0 1 WASHER 1 20 12 1.5 0 1 MICROWAVE 1 20 12 1.5 0 1 DISHWASHER 1 20 IF LE a 1 REFRIGERATOR 1 20 12 1.2 0 3 SMALL APPLIANCE 1 20 12 4.5 1 0 1 BATH GFI 1 20 12 1.5 0 10 GEN. LIGHTING 1 15 14 5.5 0 . 41.3 1 9.6 1st 10,000 at 1007 = 10.00 REMAINDER AT 40Y = 12.52 A/C LOAD AT 65Y = 6.24 TOTAL = 28,76 x 1000/240 = 119.8 AMPS CALCULATION NOTES: A. HEAT STRIP LOAD GOVERNS OVER CONDENSER UNIT LOAD. B. GENERAL LIGHTING CALCULATED 0 1,812 (SQ.FT.) x 3 (WATTS/SQ.FT.) = 5,436 / 10 (GEN.LTG.CIR,) = 543 (WATTS/EA.) C. A/C CONTRACTOR SHALL SIZE A/C UNITS. A/C UNITS SHOWN ARE FOR ELEC. CALC'S. ONLY. (1) SETS OF (3) 14/0 AWG, THWN IN 2" CONDUIT 200 AMP SERVICE ❑ METER DISC. CO "A" PANEL 200 A - 5/8" GDX 10' CU SUPPLEMENTAL GROUND ROD AND TO ONE REINFORCEING BAR IN THE FOUNDATION 20'-0" LONG MIN. ELECTRICAL RISER DIAGRAM PROJECT LOG ISSUED FOR START 04-05-19 ISSUED FOR PERMIT 09-17-19 LLI 0 J - -- - - - J - u w W LL. w Z 0 ° Z J �0 o z t O a i Q HB C7 I7� I3D 1JE)JJ I79 O v� \ KITCHEN`', I I B 0 3 DINING _ _ _ F :. DISP. AIR SWITCH PROVIDED BY PLUMBER oI' Igo �I. 1 F- L U PORCH 12'-5_LI' o RBELL \ I I x _ ._.. _. 7R-'i IIFO- _.._ - - FLOOR OTLET W BRASSU COVER c — — — / \ \ i CD i 0 GREAT ROOM I39 ,.._._..,..1 0 U �x� p — �I ®� 2, 2'\ CD FLU I I / (D T- ATH 2saga wP I ' UTILITY PHOTO CELL DDccvv \ _. —.; SENSOR IN X GFi A[d.. 6:d ' _ -- `� r rr �� L. I SOFFIT d N IIL JICN \ SriGF \� i �/------- ,_Ia U" �. sn i , ( I kz •I Ids ---J REVIEWS FOR I N CODE COM LIANCE ST. LUCIE MA\�TER Sy , , ' BATH 0` L-_ -1BOC y MASTER i *. I ; TWO BAY GARAGE File o TI% BEDROOM 2 - -- / ----- \�- - - I WIC o -- - - - -- - ELECT. & CHASE EZ \ - - FRAME -OUT USB STATION - - SEE DTL. SHEET A-2 a if GFI 2. IRRIGATION PUMP V j3: i—i & TIMER CDr,J U � J � W 1/4„ = V-0" U.N.O. ELECTRICAL PLAN E-1 II I_I II II PROJECT L ISSUED FOR START 04-05-19 ISSUED FOR PERMIT 09-17-19 1 BLDG COMMENTS 01.09-20 COV. PATIO DO NOT SCALE PLANS V. T KITCHEN AVV N CO DW �" 2. LAV AVV 2• LAV 2. CO3" 2" V1R WC I 2" SHWR 3" / \ 3a MASTER BATH \ 3- _2 \ .TUB \ LAV \ CO 2" \ LT 3• 1. wD BATH 2 3 CO 3" LAUNDRY 3. PLUMBING RISER DIAGRAM LU Lu wLU a z W LL LL Lj J Z W w > J Z y p� F- rR OTi a J o Z a Z o 4e 12 a� -99in 3 s -2 d y •� -a E �v a�`�p y rc o a� E d E p -p f° Q O V . p A > U)��=Q= O O v O- (n M 'U cn -5 Z y''aN_., C ARAGE LEJ z E o a • e4 0 Q tU LLI WIN w f1� W Lo r •; 04 t L ® • � U— REVIEWED F CODE COMPLIANCE a" U ST. LUCIE COUNTY t ZZ W BOCC Fill Eno r%d C� 1L W a z U 0 0 o Q .y Q w 1/4" = P-0" U.N.O. MECHANICAL PLAN 6upwied 'A;unoD aprp 'is M-1 ONZ � 9 Ndr t