HomeMy WebLinkAboutBELL RESIDENCE_Site Plan FCRG.L. KAREL P.E. FL 514066675 Flamingo RoadMelbourne Village, FL 32904Phone/Fax: 321-723-9393GLKPE@CFL.RR.COMSTRUCTURAL ONLYnon-structural items may be modifiedTRUSS TO TRUSS CONNECTIONS BY TRUSS COMPANYOR USE HUS26 & SUR/L EXCEPT AS NOTED OTHERWISEHatch Legend9' 1" BEARING8' 1" BEARINGTruss Connector Total ListManuf Product QtyHJC26 4THD26 3THDH26-2 1D2D3HJ7HJ7CJ1CJ3CJ5CJ1CJ3CJ5EJ7EJ7EJ7EJ7EJ7CJ1CJ3CJ5CJ1CJ3CJ5B15B14B13B12B11B10B16HJ7HJ7CJ1CJ3CJ5CJ1CJ3CJ5EJ7EJ7EJ7EJ7EJ7EJ7EJ7EJ7EJ7EJ7EJ7EJ7EJ7EJ7CJ1CJ3CJ5CJ1CJ3CJ5E1E2HJ5HJ5CJ1CJ3CJ1CJ3EJ5EJ5EJ5CJ1CJ3CJ1CJ3D1D1D1D1D1D1D1C1HJ5ECJ1ECJ3EEJ5EEJ5EEJ5EEJ5EEJ5EEJ5EEJ5EEJ5ECJ1ECJ3EA7A6A5A4A3A2A1B1B2B9B8B7B6B5B4B3EJ5EEJ5EEJ6EJ6EJ6EJ6EJ6EJ6EJ6EJ6EJ6EJ6EJ6EJ6EJ6EJ6EJ6EJ6EJ6EJ6EJ6EJ6EJ6EJ6EJ34EJ34V1V2V3V4V52PLY2PLY2PLY8' 1" FLAT8' 1" FLAT8' 1" FLAT8' 1" FLAT8' 1" FLAT8' 1" FLAT8' 1" FLATLIGHT ATTIC STORAGE9' 1" FLAT9' 1" FLAT8'-1" BEARING WALLODD SPACE4" CANTILEVER4" CANTILEVER9' 1" FLAT9' 1" FLAT1XNON-BEARING WALLNON-BEARING WALL
Building 2017 / CHAPTER 16 STRUCTURAL DESIGN / SECTION 1609.1.1 WIND LOADS ASCE 7-16 TABLE 27.6-2 & ASCE 7-16 FIGURE 30.4-2B CHAPTERS 26 & 30.a1322 13 322232aH232212221123aa233aa233a3a3a222221a3a1 2USE SAME NAIL PATTERN FOR WALLS, MAY USE COMMON NAILS ON WALLSG.L. KAREL P.E. FL 514066675 Flamingo RoadMelbourne Village, FL 32904Phone/Fax: 321-723-9393GLKPE@CFL.RR.COMSTRUCTURAL ONLYnon-structural items may be modified8' 1" FLAT8' 1" FLAT9' 1" FLATNON-BEARING WALLNON-BEARING WALLB4B3B2B5 B6 B7 B8 B9 B10 B11 B12CURTAIN WALL ABOVECURTAIN WALL ABOVE
TYPICAL CONNECTOR SCHEDULE AND ENGINEERING NOTESIT IS CUSTOMARY TO FILL ALL NAIL HOLES IN STRAPS & CONNECTORS; THE SCHEDULES BELOW ARE FOR SPECIAL CASES, UNIQUE AREAS, AND FOR REFERENCE.MASONRYUSE SIMPSON HETA20 WITH 6-10d X 1-1/2" NAILS FOR UPLIFTS LESS THAN 500 POUNDS.USE SIMPSON HETA20 WITH 8-10d X 1-1/2" NAILS FOR UPLIFTS LESS THAN 1000 POUNDS.USE SIMPSON HETA20 WITH 14-10d X1-1/2" NAILS FOR UPLIFTS BETWEEN 1000-1500 POUNDS.USE 2-SIMPSON HETA20 WITH 12-10d X 1-1/2" NAILS FOR UPLIFTS UP TO 2500 POUNDS.USE SIMPSON HETA20 WITH 8-10d X1-1/2" NAILS @ 24"O.C. FOR GABLE END OR PARALLEL TRUSSES.WHERE IT IS DIFFICULT TO PROVIDE NUMBER OF NAILS SPECIFIED USING JUST ONE STRAP,TWO STRAPS MAY BE USED WITH TOTAL NUMBER OF NAILS AS SPECIFIED.MISALIGNMENT OF REBARS MAY BE CORRECTED BY EMBEDDING REBAR 8" INTO LOWER SURFACE AND SECURING WITH EPOXY ADHESIVE.LINTELSTYPICAL MASONRY BOND BEAM IS 16" NOMINAL IN HEIGHT CONSISTING OF 2-COURSE OF KNOCK-OUT BLOCK WITH 1 #5 REBAR IN EACH COURSE. MIMIMUM MASONRY LINTEL IS 16" NOMINAL IN HEIGHT CONSISTING OF 1-PRECAST LINTEL AND 1-COURSE OF KNOCK-OUT BLOCK WITH 1 #5 REBAR IN EACH COURSE. ELEVATE BOTTOM ROD 1" ABOVE INSIDE BOTTOM OF PRECAST LINTEL, GROUT SOLID. PROVIDE #3 SPLIT OR HOOKED STIRRUPS (APPROXIMATELY 2-1/2" X 12") OR #5 STRAIGHT STIRRUPS WHERE NOTED IN ENGINEERING NOTES AND TRUSS LAYOUT, SEE DETAILFRAMETRUSS TO TRUSS CONNECTIONS BY TRUSS COMPANY.TRUSSES/RAFTERS TO FRAME WALLS OR WOOD BEAMS USE SIMPSON HTS12-20 OR EQUALUSE HTS WITH 8-10d NAILS FOR UPLIFTS LESS THAN 500 POUNDS.USE HTS WITH 12-10d NAILS FOR UPLIFTS BETWEEN 500-1000 POUNDS.USE HTS WITH 18-10d NAILS FOR UPLIFTS BETWEEN 1000-1500 POUNDS.USE 2-HTS WITH 14-10d NAILS FOR UPLIFTS UP TO 2400 POUNDS.USE SIMPSON SP4 OR SP6 TOP AND BOTTOM OF EVERY FULL STUD AND BOTTOM OF ALL JACKS (CRIPPLES) UNLESS ANOTHER STRAP IS SPECIFIED, ATTACH WITH 6-10d EACH STRAP.UPLIFT WALLS ONL;YUSE SIMPSON LSTA24 WITH 18-10d NAILS DIAGONALLY ACROSS ENDS OF HEADERS FROM TOP PLATES TO POSTS AT EACH END. UPLIFT WALLS ONLYMULTIPLE STUDS OR STUD/JACK COMBINATIONS ARE CONSIDERED POSTS; NAIL POSTS TOGETHER USING 16d NAILS AT 6"O.C. SEE DETAILALL FRAME BEARING WALLS REQUIRE HORIZONTAL BRACING (KATS).ALL THREAD RODS MAY BE USED AS AN OPTION FOR FRAME CONSTRUCTIONABOVE INDIVIDUAL CONNECTORS NOT REQUIRED WITH ATR OPTION EXCEPT WHERE OPENIG WIDTH IS GREATER THAN ALL THREAD ROD SPACING SPECIFIEDSPECIAL CONNECTORSNOTES:HOLDOWNS REQUIRE MINIMUM OF 2 STUDS OR SEE TRUSS LAYOUT ENGINEERINGPLACE 1-#5 REINFORCING BAR IN EVERY PRECAST LINTEL GREATER THAN 6 FEET LONG. REINFORCING BAR SHOULD BE ELEVATED 1" ABOVE INSIDE BOTTOM OF LINTEL, GROUT SOLID.CENTER TO CENTER SPACING OF DOWNPOURS TO BE 72"O.C. MAXIMUMMINIMUM WIDTH OF ANY 'BUILDING' FOOTINGS IS 16".TRUSS BRACINGLATERAL BRACING IS REQUIRED AT BOTTOM CHORD OF ALL TRUSS ASSEMBLIES.LATERAL BRACING MAY BE 1X3 CEILING STRIPS AT 16"O.C. NAILED WITH 2-8d NAILS EACH CROSSING MEMBER OR 2X4 LUMBER PLACED ON TOP OF BOTTOM CHORDS OF TRUSSES (RAT RUNS) ,APPROXIMATELY 8 FEET ON CENTERS, AND NAILED WITH 2-16d NAILS EACH MEMBER. ALL BRACING IS TO BE CONTINUED UNTIL REACHING OPPOSITE WALL OR UNTIL REACHING TRUSS SET PERPENDICULAR TO BRACING.SWAY BRACING IS REQUIRED OF ALL TRUSSES; MINIMUM OF 2X4 WITH 2-16d NAILS EACH JOINT. SWAY BRACING IS BRACING OF TRUSSES PERPENDICULAR TO TRUSSES, PROVIDE 1 BRACE FOR TRUSSES WITH VERTICAL CENTER MEMBER, 2 BRACES FOR TRUSSES WITHOUT VERTICAL CENTER MEMBER.ALL BRACING IS TO BE CONTINUED UNTIL REACHING OPPOSITE WALL OR UNTIL REACHING TRUSS SET PERPENDICULAR TO BRACING.ALL EXTERIOR WALLS ARE CONSIDERED SHEAR WALLSALL HEADERS TO BE 2-2X12 SYP#2.ALL STUDS TO BE SPF#2 GRADE OR BETTERGABLE END OR PARALLEL TRUSSES-USE SIMPSON LSTA24 WITH 12-10D NAILS TOTAL @ 24"O.C. NOTE THAT WHEN NAILING TRUSSES WITH METAL CONNECTOR PLATES 16D NAILS USE 1-5/8" X 8 GAUGE NAILSG.L. KAREL P.E. FL 514066675 Flamingo RoadMelbourne Village, FL 32904Phone/Fax: 321-723-9393GLKPE@CFL.RR.COMSTRUCTURAL ONLYnon-structural items may be modifiedWHERE SPECIFIED USE VGT WITH 5/8" BOLT & (10)-1/4"x3" SDS SCREWSWHERE SPECIFIED FRAME BEARING POST USE 4x4 SYP#2 POSTWITH (2)-HTS12-20 AT TOP & MGT AT BASE, POST MUST BEBRACED WITH KATS, SEE DETAIL KAT ALL BEARING WALLSNTS
DENAC200 AMPELEC. PANEL DWGARAGECOVEREDSCREEN PORCHBEDROOM #3BEDROOM #2KITCHENDININGGREAT ROOMNOOKFOYERAHU 20"A.F.F.DISPOSALTHBT
HBMASTERBEDROOMWICWICMASTER BATHSIT UNDER
W/DRAWER
VALVE/HEADCOVEREDENTRYDR OPENER 22-1/2" x 54"ACCESSOPENING IN TRUSSESFOR LIGHT STORAGE13' 816' 011' 10-1/22' 111' 2-1/211' 11-1/223' 620' 0DBL.OVENSPANT.REF.34-1/2" TALL WALLW/COUNTER ON TOP10' 10-1/214' 1-1/210' 1012' 8-1/211' 9-1/23' 411' 2-1/22' 16' 1-1/210' 814' 6-1/219' 8-1/211' 022-1/2" x 36"ACCESS 4' 95' 8LAUNDRY10' 1011' 2-1/26' 46' 412' 3-1/210' 98' 8-1/211' 0-1/23' 109' 87' 5-3/46' 0-3/46' 102' 97' 98' 02' 63' 43' 11-1/23' 8-1/23' 11-1/21' 47' 53' 04' 05' 0-1/23' 03' 2-1/23' 23' 43' 43' 5-1/25' 05' 2-1/25' 63' 25' 02' 03' 29"15' 020' 421' 42' 816' 023' 46' 422' 813' 86' 438' 874' 057' 815' 41' 81' 81' 85-1/2"9' 6DW8' 5-1/28' 5-1/2810' 10168' 616165' 023' 6MICRO HOODNON VENTED12' 612' 811' 9WIC8' 414' 02' 65' 4-1/24' 77' 9-1/24' 114' 7BATH 2BATH 3PTMWS19' 5-1/2512NOTE: EXTERIOR CEILINGS SHALL BE 1/2" EXTERIOR SOFFIT BOARD. FASTEN TO TRUSSES WITH #6-1-1/4"DRYWALL SCREWS AT 7" O.C. ON THE SEAMS AND 12" O.C. IN THE FIELD. THIS APPLICATION CREATES A STRUCTURAL DIAPHRAGM AND WILL NOT REQUIRE ANY ADDITIONAL BRACING OF THE BOTTOM CORDS OF THE TRUSSES OTHER THAN THE RATRUNS SPECIFIED.TABULATIONLIVINGCOVERED PORCHENTRYGARAGETOTAL21882081755163087Drawn By;Bryan R. Loseke3-D Design Solutions772.633.8319lllddesignsolutions@yahoo.comNEW RESIDENCE FOR:CLAYTON & MELEA BELLG.L. KAREL P.E. FL# 514066675 Flamingo RoadMelbourne Village, FL 32904Phone/Fax: 321-723-9393glkpe@cfl.rr.comSTRUCTURAL ONLYDRAWN1/4" = 1'REVISIONS BY1/6/202020-001SCALEJOB NO.A-15242 Slash Pine Trl.Fort Pierce FL 34951REV. 1 3/14/2010' 210' 27' 5-3/4REV. 2 3/31/20NOT VALID WITHOUTORIGINAL SIGNATURE31 MARCH 2020REV. 3 6/31/208' 1" CLG. A.F.F.35 SH EGRESS LINTEL @ 6' 8 A.F.F.+34 / -452' 4/6' 8PKT1/2 33 SH LINTEL @ 6' 8 A.F.F.+34 / -372' 0/6' 8BF15 SH LINTEL @ 6' 8 A.F.F.+34 / -45WALL LEGENDFLOOR PLAN SCALE 1/4" = 1' 0"14 x 18 + or -SOAP NICHE14 x 18 + or -SOAP NICHE48" TALL WALLW/ GLASSON TOPWALL TOCLG. LINTEL @ 6' 8 A.F.F.2' 8/6' 8SOLID CORE20 MIN. LABELDOOR SYS.16' x 7' OHD2' 8/6' 82' 6/6' 8BF2' 8/6' 82' 6/6' 82' 6/6' 86' 0/6' 8 BF6' 0/6' 8 BF2' 0/6' 8BF3' 0/8' 0BF3' 0/6' 8BF25 SH EGRESS LINTEL @ 6' 8 A.F.F.+34 / -3722 SH OBS TEMP LINTEL @ 6' 8 A.F.F.+34 / -373' 0 x 6' 86 PANEL+34 / -372 - 2' 0/6' 8PKT2 - 25 SHLINTEL @ 6' 8 A.F.F.+34 / -4525 SH LINTEL @ 6' 8 A.F.F.+34 / -45EYEBROW TOP @ 7' 4EYEBROW TOP @ 7' 4CL.NOTE:VERIFY WALL HEIGHTSWITH TRUSS LAYOUT.INDICATES 9' 1" TO TOP OF BEAM8' 1" IS TYPICAL BEAM HEIGHTTHROUGH OUT EXTERIOR WALLS UNLESS NOTED6' 8" IS TYPICAL LINTEL HEIGHT UNLESS NOTEDINDICATES 8' 1" BEARING WALL9' 1"/ 10' 1" COFFERED CLG.8 x 8 COLUMNTO CEILINGR/AEYEBROW TOP @ 7' 49' 1 CLG.LINTELS @ 7' 9 A.F.F.2' 4 x 6' 8SINGLE LT.+34 / -4513 SH OBS TEMPLINTEL @ 6' 8 A.F.F.+34 / -452' 4/6' 82 - 24 SH LINTEL @ 6' 8 A.F.F.+34 / -45 2' 6/6' 82 - 3' 0 x 6' 8 DOOR RECESS LINTEL @ 6' 8 A.F.F.+34 / -454 - 3' 0 x 6' 8 SGDNON BEARING WALLBEAM SUPPORTED BY TRUSSES2 - 3' 0 x 6' 8 SGD15 SH LINTEL @ 6' 8 A.F.F.+34 / -372' 4/6' 88' 1" CLG. A.F.F.9' 1" CLG. A.F.F.9' 1" CLG. A.F.F.9' 1" CLG. A.F.F.9' 1" CLG. A.F.F.8' 1" CLG. A.F.F.8' 1" CLG. A.F.F.8' 1" CLG. A.F.F.8' 1" CLG. A.F.F.8' 1" CLG. A.F.F.2' 6/6' 82' 6/6' 82' 6/6' 825 SH TEMPLINTEL @ 6' 8 A.F.F.+34 / -378' 1"/ 9' 1" COFFERED CLG.8' 1" CLG. A.F.F.VINYL BEAD BOARD CLG.VINYL BEAD BOARD CLG.TYPICAL WALL SECTIONSCALE: N.T.S.WINDOW FLASHIN ANDWATER-RESISTIVE BARRIERCOMPLIANCE W/AAMA 714-12 OR 714-15R-30 BLOWN IN INSULATION WOOD BASEALUM. FASCIA,VINYL SOFFITEMBED. STRAP VERIFY W/ TRUSS PLANPRE-ENG. WD. TRUSS24" O.C. MAX.ALUM. DRIP EDGE2 X 4 SPF SUB-BANDSECRUED W/ (2) 12d NAILS4" MINTO GRADE1'-4"TYPO.H.1/2" GYP. WL. BD.8" CMU1X2 P.T. FURRINGSTRIPS @ 16" O.C.(1) #5 REBAR VERTICALLY W/CONC. POURED CELL (SEE PLAN)PRE CAST CONC. SILLWINDOW ATTACHMENT AS PER MANUFACTURESSPECIFICATIONSR-4.1 INSULATION OR BETTER FIFOIL 1X4 FIRE-STOP5/8" GYPSUM BOARDOR 1/2" HIGH STRENGTHCLG. BOARD. SEE NOTEBELOW FOR EXTERIORAPPLICATIONSEE FOUNDATION PLANPRECAST LINTELOVER OPENINGS(2) COURSES BEAM BLK,W/ (1) #5 BARS IN EACHCOURSE CONT. 1/2" THICK, 3 COATPORTLAND CEMENTPLASTER APPLIEDDIRECTLY TO MASONRY24-GA. MIN. 5-V METAL ROOF OVERASTM-D 4869 TYPE 1 FELT PAPEROR 30# SELF-ADHESIVE UNDERLAYMENTON 19/32" CDX PLYWD. SECUREDPER FASTENER SCHEDULEW/ GALV. PLY CLIPS12" x 12" CBSCOLUMN+29 / -3225 SH LINTEL @ 6' 8 A.F.F.+34 / -4525 SH EGRESS LINTEL @ 6' 8 A.F.F.+34 / -3725 SH EGRESS LINTEL @ 6' 8 A.F.F.+34 / -37L-2L-2L-2L-2L-2L-2L-2L-2L-2L-2L-2L-2L-2L-2L-2L-2L-2L-2L-2L-2L-2L-2L-2
SLOPE DN. 2"SLOPE DN.3-1/2"SLOPE DN. 2"' 4-353/512;POUR 4" THICK CONCRETE FLOOR SLABCAP, 2,500 P.S.I. MIN. WITH TROWELSMOOTH FINISH REINFORCED WITH6" X 6" - W1.4/W1.4 W.W. MESH OR FIBER MESHW/ 6 MIL VAPOR BARRIER ON COMPACTED TREATED SOILF3F3-1/2"H3-1/2"ABBIISCALE: N.T.S.TYP' 8-1/4;CONTINUITY OF FOOTING REINFORCEMENT25"(1) #5 DOWELFSCALE: 1/2" = 1'-0"' 8-1/4;SLAB AT GARAGE SERVICE DOORFINISH FLOORPENETRATING PIPEMONOLITHIC FOUNDATIONw/ (2) #5 DIAMETER RODSCONTINUOUS ON CHAIRSFINISH GRADE' 8-1/4;BEARING PENETRATION DETAILCLEAN COMPACTEDFILL1'-6"1'-4"4" CONC. SLABSCALE: 1/2" = 1'-0"TYP8"8" C.M.U.FINISH PER ELEVATION1/2" G.W.B. OVER AL-FOIL (OR EQUAL)OVER 3/4" P.T. VERTICAL FURRING @ 24" O.C.SCALE: 1/2" = 1'-0"ONE STORY1' 4"CLEAN COMPACTED FILL6X6 #10 W.W.M.' 8-1/4;EXTERIOR MASONRY WALLA1' 4"FINISH GRADE8" C.M.U.(1) #5 DOWEL @ EACH FILLEDCELL w/ 30" LAP TO VERTICAL #5REBAR TO BOND BEAMMONOLITHIC FOUNDATIONw/ (2) #5 DIAMETER RODSCONTINUOUS ON CHAIRS4" MIN.FINISH FLOORFINISH PER ELEVATION1' 4"SCALE: 1/2" = 1'-0"' 8-1/4;EXTERIOR MASONRY WALL @ GARAGECLEAN COMPACTED FILLBONE STORY1' 4"FINISH GRADE4" MIN.VARIES(1) #5 DOWEL @ EACH FILLEDCELL w/30" LAP TO VERTICAL #5REBAR TO BOND BEAMMONOLITHIC FOUNDATIONW/ (2) #5 DIAMETER RODSCONTINUOUS ON CHAIRS6X6 #10 W.W.M.8" C.M.U.FINISH FLOORFINISH PER ELEVATIONSCALE: 1/2" = 1'-0"' 8-1/4;GARAGE DOOR RECESSED SILLCCLEAN COMPACTED FILL3/4" RECESS IN SLAB4" CONCRETE SLAB2X8 P.T. GARAGEDOOR BUCK1' 4"OPTIONAL 8" X 12" W/(1) #5IN AREA OF GARAGE DOOR6X6 #10 W.W.M.1' 4"FINISHFLOOR(1) #5 DOWEL AT EACHFILLED CELLMONOLITHIC FOUNDATION BEYONDW/(2) #5 DIAMETER RODS CONTINUOUSON CHAIRSEXPANSION JOINT4" LARGER THANBLOCK WALLSLOPE TO R/W8" C.M.U. BEYOND2x4 P.T. SOLE PLATE 5/8"øA.B. @ 32" O.C. MIN. 7" EMBEDMENTDSCALE: 1/2" = 1'-0"4"1' 4"(2) #5 RODS CONTINUOUSON CHAIRS6X6 #10 W.W.M.1/2" G.W.B. OVER 2X4 STUDS @16" O.C.SEE SPECS FOR NAILING PATTERN1' 4"SIMPSON "SPH4" STUD STRAPSAS PER SCHEDULE4-1/2" BASE' 8-1/4;THICKENED SLAB @ INTERIOR BEARING WALL1' 4"ONE STORYESCALE: 1/2" = 1'-0"' 8-1/4;EXTERIOR MASONRY WALL @ PATIOMONOLITHIC FOUNDATIONw/ (2) #5 DIAMETER RODSCONTINUOUS ON CHAIRS4"1' 04 1/2" BASE4" CONC. SLAB w/6X6 310W.W.M. OVER .006 MIL.VISQUEEN VAPOR BARRIER TAPEDOVER COMPACTED FILL TREATEDFOR TERMITES6X6 #10 W.W.M.SLOPE#5 VERTICALSTEEL PER PLANw/MIN. 25" O.C.4" MAXIMUM1' 4BEARING WALLGSCALE: 1/2" = 1'-0"' 8-1/4;THICKENED SLAB @ GARAGESCALE: 1/2" = 1'-0"' 8-1/4;NON-BEARING FOOTER @ PATIO/PORCH(1) #5 RE-BAR CONTINUOUS(1) #5 RE-BAR CONTINUOUS6x6 #10 W.W.M.2X4 P.T. SOLE PLATE5/8"ø A.B. @ 32" O.C.MIN. 7" EMBEDMENT1/2" G.W.B. OVER 2X4STUDS 16" O.C.4 1/2" BASE(2) #5 CONTINUOUS3" MIN COVER ON CHAIRS' 8-1/4;INTERIOR MONOLITHIC FOOTER @ GARAGESCALE: 1/2" = 1'-0"SLOPEHI1'-4"1' 4"' 8-1/4;SHOWER RECESSVAPOR BARRIERJSCALE: N.T.S.(2) #5 REBAR (TYP.)FLOOR DRAINSLOPE TODRAIN8" X 8" THICKENED EDGEw/(1) #5CONCRETE SLAB4"6X6 #10 W.W.M.8" BLOCK EXTERIORWALL1' 0"4" MAX.SLOPE8"4" CONC. SLAB W/6X6 #10 W.W.M.OVER .006 MIL. VISQUEEN VAPOR BARRIERTAPED OVER COMPACTED FILLTREATED FOR TERMITES(1) #5 REBAR#5 IN CURB#5 IN CURBFASTENERS ASPER SCHEDULEJAAAEEEJAEEEANEW RESIDENCE FOR:CLAYTON & MELEA BELLG.L. KAREL P.E. FL# 514066675 Flamingo RoadMelbourne Village, FL 32904Phone/Fax: 321-723-9393glkpe@cfl.rr.comSTRUCTURAL ONLYDRAWN1/4" = 1'REVISIONS BY1/6/202020-001SCALEJOB NO.A-25242 Slash Pine Trl.Fort Pierce FL 34951REV. 1 3/18/20II
#THE FOLLOWING KEYNOTES REFERENCETHE SYMBOLS AS SHOWN ON PLANS.1. 5-V METAL ROOF2. LIGHT TEXTURE CEMENT PLASTER FINISH 3. 3/4" x 4" PROJECTED TRIM W/ SMOOTH CEMENT PLASTER FIN.4. 3/4" x 3" PROJECTED TRIM W/ SMOOTH CEMENT PLASTER FIN.5. 3/4" x 36" PROJECTED SKIRT W/ SMOOTH CEMENT PLASTER FIN. W/ 3/4" x 6" BAND AROUND THE TOP6. 3/4" x 6" PROJECTED TRIM ON TOP OF 12" x 3/4" BAND W/ SMOOTH CEMENT PLASTER FIN.7. 3/4" x 6" PROJECTED TRIM W/ SMOOTH CEMENT PLASTER FIN.FINISHED FLOOR OF HOUSEELEV. 0' - 0" MAIN HOUSE BEAM HEIGHTELEV. 8' - 1" A.F.F. FINISHED FLOOR OF HOUSEELEV. 0' - 0" FINISHED FLOOR OF HOUSEELEV. 0' - 0" MAIN HOUSE BEAM HEIGHTELEV. 8' - 1" A.F.F. PEAK ROOF HEIGHTELEV. 17' - 11-1/4" + or - A.F.F. ENTRY BEAM HEIGHTELEV. 9' - 1" A.F.F. 512NEW RESIDENCE FOR:CLAYTON & MELEA BELLG.L. KAREL P.E. FL# 514066675 Flamingo RoadMelbourne Village, FL 32904Phone/Fax: 321-723-9393glkpe@cfl.rr.comSTRUCTURAL ONLYDRAWN1/4" = 1'REVISIONS BY1/6/202020-001SCALEJOB NO.A-35242 Slash Pine Trl.Fort Pierce FL 34951REV. 1 3/14/20FINISHED FLOOR OF HOUSEELEV. 0' - 0" MAIN HOUSE BEAM HEIGHTELEV. 8' - 1" A.F.F.
SDRRRRPC GFI / WPRRRRRS/CMD GFI / WP220 V.DISC. GFI / WPRPPP220 V.DISC. SDSDSDS/CMDRRRRRDENAC200 AMPELEC. PANEL DWGARAGECOVERED PORCHBEDROOM #3BEDROOM #2KITCHENDININGGREAT ROOMNOOKFOYERAHU 20"A.F.F.DISPOSALTHBT
HBMASTERBEDROOMWICWICMASTER BATHSIT UNDERW/DRAWERVALVE/HEADCOVEREDENTRYDR OPENER DBL.OVENSPANT.REF.LAUNDRYDWMICRO HOODNON VENTEDWICBATH 2BATH 3PTMWS110 SWITCHED OUTLET TAMPER-RESISTANT FLOOD LIGHT2 BULB INDIVIDUAL FLUORESCENTFIXTUREFLOOR RECEPTACLE TAMPER-RESISTANTCEILING LT. FIXTURESMOKE DETECTOREXHAUST FANCABLE OUTLETRECESED LT. FIXTURE110 OUTLET TAMPER-RESISTANT3 WAY SWITCHSINGLE POLE SWITCHCARBON MONOXIDESMOKE DETECTOR COMBORSDS/CMDWALL SCONCECEILING FAN (3 WIRE)FDOOR CHIME220 OUTLET220 V.DISC. 220 V. DISCONNECTKEYLESS LT. W/PULL CHAINPCCEILING FAN PPENDANT LIGHTCAT 5 PHONE OUTLETELECTRICAL LEGENDCEILING FAN (3 WIRE)FUNDER COUNTER LIGHT2-4/0 1-2/0 MCM THW AL.200 AMP. MAIN BREAKER PANELEXTERIOR UNIT IS REQ'D. ELSE:CIRCUIT BREAKER ONLY WHEN120/240 1ø 3W NEMA 3R200 AMP. 10K AIC ENCLOSED200AMP. MLO120/240 1ø 3W NEMAI FLUSH MOUNTPANELSERVICE CABLE2-4/0 1-2/0 MCM THW AL.IN 2" IMCRUN 1 #4 CUTO 5/8" GROUNDROD AND COLDWATER PIPEPOWER CO. METERLOCAL ORDINANCES, FLORIDA POWER & LIGHT.PROVISIONS OF THE NATIONAL ELECTRIC CODE,INSTALATIONS SHALL COMPLY WITH APPLICABLENOTE: ALL ELECTRICAL MATERIALS AND GROUND TOFOOTER STEEL (UFER)LOCATE PER SITEFPL METERELECTRICAL NOTES:1. ALL 120-VOLT, SINGLE-PHASE, 15- AND 20- AMPERE BRANCH CIRCUITSSUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY ROOMS, DININGROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS,SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS OR SIMILAR ROOMSOR AREAS SHALL BE PROTECTED BY AN ARC-FAULT CIRCUIT INTERRUPTER,COMBINATION-TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCHCIRCUIT (6th EDITION FBC-R E3902.12).2. ALL RECEPTACLES MUST BE TAMPER-RESISTANT (6th EDITION FBC-RE4002.14).3. ALL KITCHEN, BATHROOM, GARAGE, EXTERIOR, LAUNDRY, UTILITY & WETBAR OUTLETS INSTALLED WITHIN 6'-0" OF THE OUTSIDE EDGE OF A SINK SHALLHAVE GROUND-FAULT CIRCUIT-INTERRUPTER (GFCI) PROTECTION (6th EDITIONFBC-R E3902).4. ALL KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING/GREAT ROOMS,DENS, SUNROOMS, OR SIMILAR ROOMS SHALL HAVE RECEPTACLE OUTLETSINSTALLED IN ACCORDANCE WITH 6th EDITION FBC-R E3901.2.1 THRUE3901.2.4.5. ALL SMOKE DETECTORS TO BE INSTALLED IN ACCORDANCE WITH F.B.C. 6thEDITION (2017), CHAPTER 3, SECTION R314 & NFPA 72.6. SMOKE DETECTORS SHALL BE INSTALLED IN ALL SLEEPING ROOMS, WITHSMOKE DETECTOR/CARBON MONOXIDE COMBO OUTSIDE EACH SEPARATESLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM & ON EACHADDITIONAL STORY OF THE DWELLING. SMOKE DETECTORS SHALL BEINTERCONNECTED & SHALL HAVE A BATTERY BACK-UP. ALL SMOKE DETECTORSARE TO BE ARC-FAULT PROTECTED.7. IF A HOUSEHOLD FIRE ALARM SYSTEM IS INSTALLED, IT SHALL PROVIDE THESAME LEVEL OF SMOKE DETECTION & ALARM AS REQUIRED BY F.B.C. 6thEDITION (2017), CHAPTER 3, SECTION R314.1.8. AN APPROVED OPERATIONAL CARBON MONOXIDE ALARM SHALL BEINSTALLED WITHIN 10' OF ALL SLEEPING AREAS.9. WATER HEATER T&P RELIEF VALVE FULL SIZE TO EXTERIOR. WATER HEATERAT FINISHED FLOOR LEVEL TO BE IN PAN WITH DRAIN TO EXTERIOR W/THERMALEXPANSION DEVICE.10. COMBUSTIBLE INSULATION SHALL BE SEPARATED A MINIMUM OF 3" FROMRECESSED LIGHTING FIXTURES, FAN MOTORS & OTHER HEAT PRODUCINGDEVICES.11. GARAGE DOOR BUTTONS ARE TO BE LOCATED NOT LESS THAN 5'-2" A.F.F.OF HOME.12. SHOWER RECESS CANS ARE TO BE WEATHER PROOF.13. ALL OUTLETS ARE TO BE MOUNTED AT 15" A.F.F. UNLESS OTHERWISENOTED.14. VERIFY ALL ELECTRICAL LOCATIONS W/BUILDER.15. LOCATE CIRCUIT BREAKER PER INDUSTRY STANDARDS.16. LOCATE ELECTRICAL METER PER INDUSTRY STANDARDS.17. ELECTRICAL PLAN IS SCHEMATIC. ELECTRICIAN SHALL VERIFY THAT ALLELECTRICAL INSTALLATIONS MEET STANDARD NATIONAL ELECTRICAL CODE(2017 NEC), NFPA70 & ALL CITY, COUNTY & STATE CODES, INCLUDING THE CURRENT FLORIDA BUILDING CODE. GFIPB FORGARAGEDOOR GFCIFAN/LT GFCI GFCI GFCI GFCI GFCI GFCI GFCI GFCIPC GFI GFI GFCINEW RESIDENCE FOR:CLAYTON & MELEA BELLDRAWN1/4" = 1'REVISIONS BY1/6/202020-001SCALEJOB NO.5242 Slash Pine Trl.Fort Pierce FL 34951E-1REV. 1 3/14/20 GFCI GFCI GFCI GFCIREV. 2 3/31/20S/CMDELECTRICAL PLAN SCALE 1/4" = 1' 0"