HomeMy WebLinkAboutAPPROVED DONOVAN ESS CMMNT 2- Driftwood 10-12-211ABBREVIATIONSADDRESS:OPENINGPROTECTIONIMPACTBUILDING DEPTCOUNTYGARAGE ORIENTATIONROOF MATERIALDRAWING SYMBOLS812ROOF PITCHDETAIL MARKERBUILDING SECTION KEYNOTECMU CELL FILLED SOLIDW/ (1) #5 REBARINTERIOR ELEVATIONCALLOUTD1.11FOUNDATION CALLOUTDETAILNUMBERDRAWING DETAILIS SHOWN ONS1.11RIGHTSHINGLEPROJECT INFORMATION6/12OR-3 1/2"FOUNDATIONELEVATION1ELEVATION KEYNOTESBFFA1.27DETAILREFERENCEA2.11ELEVATION DETAIL MARKERTHRESHOLD9D1.X0101T3OWNERABANCHOR BOLTHTHEIGHTAFF ABOVE FINISHED FLOOR HORZHORIZONTALANCHANCHORHDRHEADER@ATHBHOSE BIBBBASE (CABINET)INSULINSULATIONBLDGBUILDINGINTINTERIORBOTBOTTOMLVRLOUVERBRGBEARINGMAXMAMIMUMCJCONTROL JOINTMINMINIMUMCLCENTER LINENTSNOT TO SCALECMU CONCRETE MASONRY UNIT O/CON CENTERCOLCOLUMNOPTOPTIONALCONCCONCRETEOSBORIENTED STRAND BOARDCONTCONTINUOUSPCPRECASTCONST CONSTRUCTIONPWDPLYWOODCANTCANTILEVERPSIPOUNDS PERSQUARE INCHCLGCEILINGPSFPOUNDS PER SQUARE FOOTDBLDOUBLEPT PRESSURE TREATEDDIA - ØDIAMETERRBCRESIDENTIAL BUILDINGCODEDNDOWNREFREFERENCEDWDISHWASHERREINF REINFORCE-ING-EDDWGDRAWINGREQREQUIREDEAEACHRNGRANGEEJEXPANSION JOINTROROUGH OPENINGELECELECTRICALR&SROD AND SHELFELEVELEVATIONSHTSHEETEQUIPEQUIPMENTSIMSIMILAREWEACH WAYSYPSOUTHERNYELLOW PINEEXTEXTERIORSTRUCTSTRUCTURALFBCFLORIDABUILDING CODESGDSLIDING GLASSDOORFFE FINISHED FLOOR ELEVATIONSQSQUAREFNDFOUNDATIONT&BTOP AND BOTTOMFLRFLOORTYPTYPICALFRPFIRE RATEDPLAYWOODUNOUNLESS NOTEDOTHERWISEFTFOOT/FEETVERTVERTICALFTGFOOTINGV(S)BVANITY (SINK) BASEGYPGYPSUMWWALL (CABINET)GWBGYPSUMWALL BOARDW/ - W/O WITH - WITHOUTCONFORMS TO:FBC 2020 7TH EDITIONLOT:-ST. LUCIE11770 PALOMINO DR.FORT PIERCE, FL 34987DONOVAN RESIDENCEST. LUCIEDrawing SchedulePageCover Sheet Front Elevation DescriptionBuilding Code Information 2Floor PlanFloor Plan NotesOpening Schedules (Doors & Windows)Wall LegendProduct ApprovalsElectrical PlanElectrical Symbol LegendElectrical Plan NotesElectrical Riser DiagramsFoundationExterior Building DimensionsPlumbing Locations & Dimensions Index of All Sheets 14Drawing SymbolsArea Tabulation 3Truss Layout6Structural Details7Truss ConnectorsConnector ScheduleTruss NotesLintel ScheduleStructural Details89HVAC Layout to be supplied by Contractor10"Keywest" Front & Rear Elevations Elevation Notes Elevation Details "Keywest" Side Elevations 5Elevation Notes Elevation Details Roof LayoutRoof NotesGENERAL CONTRACTOR:PACE 2000445 NW PRIMA VISTA BLVDPORT ST. LUCIE, FL 34983OFFICE: 772-340-7223www.pace2000homes.comARCHITECT:PAUL WELCH INC.MECHANICAL ELECTRICAL CIVIL ENGINEER1984 S.W. BILTMORE ST. SUITE #114PORT ST. LUCIE, FL 39484PHONE: 772-785-9888EMAIL: PWELCHINC@AOL.COMSQUAREFOOTAGESSQ. FT.CONDITIONED FLOORTOTAL LIVINGFRONT PORCHCOVERED PORCHGARAGETOTAL NON-LIVINGTOTAL UNDER ROOFFLATWORK21202120131250501882300214FRONT ELEVATION "ISLANDS TIME"(UNLESS OTHERWISE NOTED)JOB #:DRAWN BY:CHECKED BY:SCALE:CDE21.0018-PACSCALE: 1/4"=1'-0"CDE-JMSHEET: OF 10INITIAL RELEASE
DESCRIPTION:
REVISIONS
THIS DRAWING SUPERSEDES ALL PREVIOUS ISSUES.
022721
DATE:
0
REV
CDE-SS
DRAWN BY:
Fort Pierce, FL 34987
Donovan Residence
11770 Palomino Dr.
CHANGES PER EMAIL (032321)0324211 CDE-SS
PER TEXT MESSAGE 0407210408212 CDE-JA
ADDED DUCT LAYOUT0616213 CDE-SS
CHANGES PER EMAIL (061621)0714214 CDE-SSI CERTIFY TO THE BEST OF MYKNOWLEDGE AND BELIEF THAT THESEPLANS AND SPECIFICATIONS COMPLYWITH THE STRUCTURAL PORTION OFTHE FBC 7th EDITION FOR WIND ANDGRAVITY LOADS AS AMENDED ANDENFORCED BY THE PERMITTINGJURISDICTION.PAUL WELCH INC.MECHANICAL, ELECTRICAL, CIVILENGINEERING1984 S.W. BILTMORE ST. SUITE #114PORT ST. LUCIE, FL. 34984PHONE: 772.785.9888EMAIL: PWELCHINC@AOL.COMFLA REGULATION #: 29945THIS ELECTRONIC SIGNATURE & SEAL/s CERTIFIES ALL SHEETS IN THIS FILE.
(UNLESS OTHERWISE NOTED)JOB #:DRAWN BY:CHECKED BY:SCALE:CDE21.0018-PACSCALE: 1/4"=1'-0"CDE-JMSHEET: OF 10INITIAL RELEASE
DESCRIPTION:
REVISIONS
THIS DRAWING SUPERSEDES ALL PREVIOUS ISSUES.
022721
DATE:
0
REV
CDE-SS
DRAWN BY:
Fort Pierce, FL 34987
Donovan Residence
11770 Palomino Dr.
CHANGES PER EMAIL (032321)0324211 CDE-SS
PER TEXT MESSAGE 0407210408212 CDE-JA
ADDED DUCT LAYOUT0616213 CDE-SS
CHANGES PER EMAIL (061621)0714214 CDE-SS DOOR SCHEDULENumberCall OutDoor SizeTypeSwingNotes010203040506070809101112131415161718192021222 @ 30/8028/8030/68160/702 @ 30/802 @ 13/6826/6828/6828/6828/6840/6840/6828/682 @ 13/682 @ 30/6828/6830/6828/682 @ 30/6828/682 @ 09/6828/682 @ 36 x 9632 x 9636 x 80192 x 842 @ 36 x 962 @ 15 x 8030 x 8032 x 8032 x 8032 x 8048 x 804 @ 12 x 8032 x 802 @ 15 x 802 @ 36 x 8032 x 8036 x 8032 x 802 @ 36 x 8032 x 802 @ 9 x 8032 x 80FRENCH - PAIRFREXTERIOROVERHEADEXTERIOR - PAIRINTERIOR - BIFOLDINTERIORINTERIORINTERIORINTERIOR - POCKETINTERIOR - POCKETINTERIOR - BIFOLD PAIRINTERIOR- SCINTERIOR - BIFOLDINTERIOR - BYPASSINTERIORINTERIORINTERIORINTERIOR - BYPASSINTERIORINTERIOR - BIFOLDINTERIORNARightLeftNANALeftLeftLeftRightRightRightNARightLeftLeftLeftLeftRightLeftLeftRightRightMINI BLINDSBARN DOORSELF CLOSE/FIRE RATEDACCESSIBLEWINDOW SCHEDULENumberDescriptionSize (Feet)Head HeightRoomMasonry OpeningNotesABCDEFGHIJKLMN35 SH35 SH25 SH25 SH25 SH48"x30" FG25 SH26 SH26 SH72"x20" FG60"x30" FG1/2 36 SH1/2 35 SH1/2 35 SH45/5345/5331/5331/5331/5340/2631/5331/6431/6460/1850/2622.5/6422.5/5322.5/538'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-10"8'-0"8'-0"8'-0"8'-0"MASTER BEDROOMDINING ROOMDINING ROOMDINING ROOMBEDROOM #4BATH #2BEDROOM #3BEDROOM #2BEDROOM #2FOYERMASTER BATHMASTER BATHMASTER BEDROOMMASTER BEDROOM54"x63"54"x63"76"x63"76"x63"38"x63"49"x30"38"x63"76"x76"76"x76"71"x20"61"x30"27 1/4"x76"27 1/4"x63"27 1/4"x63"EGRESSEGRESSTEMP/OBSC.EGRESSEGRESSEGRESSTEMPTEMP/OBSC.TEMP/OBSC.2FLOOR PLAN KEY NOTES1234567INTERNAL BEARING WALL - SEE STRUCTURALDRAWINGS ATTACHMENTSFLOOR PLAN WALL LEGEND3 1/2" WALL W/ 1/2" GWB EACH SIDE758" CMU WALL TO 9'-4" AFF UNO.89105 1/2" WALL W/ 1/2" GWB EACH SIDE111213143 1/2" KNEE WALL W/ 1/2" GWB EACH SIDESEE FLOOR PLAN FOR WALL HT3'-8" x 8'-0" KITCHEN ISLAND16" x 16" x 8" CMU COLUMNCMU CELL FILLED SOLID W (1) #5 REBAR @ 72" OCUNLESS NOTED OTHERWISE12x12" SQ CMU COLUMN30"x60" SHOWER/TUB PER BUILDERS SPECS. USEMR BOARD TO A MIN 7'-0" AFF PER LOCAL CODESSQUAREFOOTAGESSQ. FT.CONDITIONED FLOORTOTAL LIVINGFRONT PORCHCOVERED PORCHGARAGETOTAL NON-LIVINGTOTAL UNDER ROOFFLATWORK2120212013125050188230021448"x120" CONCRETE HVAC PAD PER MANUFACTURESSPECSSTRUCTURAL BEAM ABOVEGARAGE DOOR W/ WEATHER LIP16" x 8" CMU COLUMN22 1/2"x54" ATTIC ACCESS WITH LIGHT & SWITCH7544HVAC SHELF IN ATTIC PER MANUFACTURES SPECS6'-2"x3'-3" TILE SHOWER PER BUILDERS SPECS.USE MR BOARD TO A MIN 7'-0" AFF PER LOCALCODES60" FREE STANDING TUB3 1/2" WALL KNEEWALL @ 34 1/2" W/ SMOOTHCOUNTERTOP ABOVE1522 1/2"X36" ATTIC ACCESS WITH LIGHT & SWITCHGARAGE8'-0" FLAT CEILINGCONCRETEBEDROOM #39'-4" FLAT CEILINGTILEBEDROOM #4BEDROOM #210'-0" FLAT CEILINGTILEFRONT PORCH12'-0" FLAT CEILINGMASTERBEDROOMCOFF CLG9'-4" TO 10'-4"TILELIVING ROOMCOFF CLG10'-0" TO 11'-0"TILEDINING ROOM9'-4" FLAT CEILINGTILECOV'D PORCH9'-4" FLAT CEILINGCONCRETESCALE: 1/4" = 1'-0"FLOOR PLAN1234419681415166" WALL KNEEWALL @ 36" AFFUTILITY9'-4" FLAT CEILINGTILEDW
VENTHOOD 59'-10"30'-8"29'-2"11'-412"4'-512"17'-0"13'-8"58'-4"
3'-8"11'-4"13'-0"11'-0"59'-10"21'-4"2'-8"2'-8"16'-0"38'-6"5'-1"5'-1"4'-0"10'-2"2'-5"10'-4"21'-11"2'-11"3'-7"3'-7"6'-4"7'-5"1'-0"7'-2"13'-9"4'-5"2'-0"
11'-10"
2'-0"6'-0"58'-4"6'-1"4'-6"40'-10"11'-5"9'-8"9'-2"17'-6"FDREF7'-2"8'-2"7'-2"8'-2"16'-4"14'-4"6'-1"3'-11"3'-7"6'-5"FOYERMASTER BATH9'-4" FLAT CEILINGTILEW.I.C.9'-4" FLAT CEILINGTILE5 SHS1R & 1S
5 SHS
5 SHS
ELEC PANEL
A/C COMP WH2'-2"2'-2"2'-2"17'-3"9'-10"8'-534"3'-3"4'-6"7'-1134"6'-2"2'-7"4'-134"3'-5"8'-1014"4'-0"11'-9"1'-434"10"8'-6"11'-434"2'-212"9'-134"8'-8"6'-112"23'-31
4"12'-101
4"2'-8"3'-8"5'-1"2'-4"12'-113
4"7'-534"3'-0"1012"8'-012"1'-4"O.H.5'-514"7'-1012"4'-214"8'-0"11'-812"9'-11"1'-434"15'-11"2'-0"2'-2"10'-0"10'-0" FLAT CEILINGTILE2'-4"61
2"
2'-014"
5'-53
4"3'-10"13'-101
4"7'-1"
9"12'-814"13'-614"9'-112"2'-4"6'-0"33411912131016121815110621192022131716070810090104GFEDCBANMLKHIJBATH #23'-5"171736" RAILING PER LOCAL CODE1'-0"3'-0"19'-2"4'-034"1'-312"12'-1014"3'-0"17'-1034"2'-4"14WASHER DRYER
OVEN
MICRO
COOKTOP
9'-4" FLAT CEILINGTILE9'-4" FLAT CEILINGTILE2'-2"19'-4"0213'-4"03PHTWL BARPHTWL BAR18
183 1/2" HALF WALL @ 42" AFF W/ GLASS ENCLOSUREABOVECONCRETE1919BOX BEAMT&G VAULTEDCEILINGCEILINGSLOPECEILINGSLOPE20SHOWER SHELF201R & 1S
3'-61
2"14'-4"11'-9"2148"x36" CONCRETE SLAB213'-8"10'-534"2'-312"4'-10"0513'-9"2236" WOOD BURNING FIREPLACE22L15L14L11L3L3L6L5L2L3L3L3L1L1L1L4L1L1L13L11L10L26'-10"23234x4 POST @ TRUSS A-1 2ND BEARING ENDL8L7L92424PROVIDE R-11 INSULATION @ ADJACENT GARAGEWALLI CERTIFY TO THE BEST OF MYKNOWLEDGE AND BELIEF THAT THESEPLANS AND SPECIFICATIONS COMPLYWITH THE STRUCTURAL PORTION OFTHE FBC 7th EDITION FOR WIND ANDGRAVITY LOADS AS AMENDED ANDENFORCED BY THE PERMITTINGJURISDICTION.PAUL WELCH INC.MECHANICAL, ELECTRICAL, CIVILENGINEERING1984 S.W. BILTMORE ST. SUITE #114PORT ST. LUCIE, FL. 34984PHONE: 772.785.9888EMAIL: PWELCHINC@AOL.COMFLA REGULATION #: 29945
3ELEVATION KEYNOTE LEGEND:1238" WIDE RAISED SMOOTH STUCCO MOLDING4566" WIDE RAISED SMOOTH STUCCO BANDFRONT ELEVATION "ISLANDS TIME"SCALE: 1/4" = 1'-0"71" STANDING SEAM METAL ROOFING PER SPECIFICATIONS0'-0" FFE-0'-8" FG0'-0" FFE-0'-8" FG9'-4" BRG9'-4" BRG36" RAILING PER LOCAL CODESIDING PER SPECIFICATIONS89RAISED SMOOTH STUCCO101x4 TRIM TYPICALROOF PLANSCALE: 1/8" = 1'-0"16"x16"x8" CMU COLUMN 16"x8" CMU COLUMN23'-11516"10'-0" BRG126REAR ELEVATIONSCALE: 1/4" = 1'-0"1'-6"1'-6"7512"X12" SQ CMU COLUMN W/ RAISED SMOOTHSTUCCO BASE1'-6"1'-6"1'-6"12'-0" BRG1'-6"1'-6"8'-0" BRG0'-0" FFE-0'-8" FG0'-0" FFE-0'-8" FG9'-4" BRG9'-4" BRG1268'-0" BRG1261261261'-6"1'-6"1261261261261261266:126:126:126:126:126:126:128'-8"8"8"22'-9" BRG22'-9" BRG556751644416388109261'-014"1'-014"5'-6"1261266:126:121'-014"1266:121261'-014"EACABCCAACALCULATE ATTIC VENTILATIONCEILING=2998SQ, FT.2998 / 150=20REQUIRED VENTILATION236 L.F.OF6" X 22" VENTS @ 48" O.C.= 54.08 SF. / 2=27 SF. AVAILABLE FORCROSS VENTILATION27 SQ. FT.> 20SQ.FT.:VENTILATION O.K.PROVIDE 6" X 18" SOFFIT VENTS @ 48 O.C.(UNLESS OTHERWISE NOTED)JOB #:DRAWN BY:CHECKED BY:SCALE:CDE21.0018-PACSCALE: 1/4"=1'-0"CDE-JMSHEET: OF 10INITIAL RELEASE
DESCRIPTION:
REVISIONS
THIS DRAWING SUPERSEDES ALL PREVIOUS ISSUES.
022721
DATE:
0
REV
CDE-SS
DRAWN BY:
Fort Pierce, FL 34987
Donovan Residence
11770 Palomino Dr.
CHANGES PER EMAIL (032321)0324211 CDE-SS
PER TEXT MESSAGE 0407210408212 CDE-JA
ADDED DUCT LAYOUT0616213 CDE-SS
CHANGES PER EMAIL (061621)0714214 CDE-SS6/126/126/126/126/126/126/126/126/126/12
6/12
6/12
6/12
6/12
6/12
6/1226'-2"5'-6"28'-2"18'-3"4'-0"
6/12 6/12
6/126/1225'-17
8"I CERTIFY TO THE BEST OF MYKNOWLEDGE AND BELIEF THAT THESEPLANS AND SPECIFICATIONS COMPLYWITH THE STRUCTURAL PORTION OFTHE FBC 7th EDITION FOR WIND ANDGRAVITY LOADS AS AMENDED ANDENFORCED BY THE PERMITTINGJURISDICTION.PAUL WELCH INC.MECHANICAL, ELECTRICAL, CIVILENGINEERING1984 S.W. BILTMORE ST. SUITE #114PORT ST. LUCIE, FL. 34984PHONE: 772.785.9888EMAIL: PWELCHINC@AOL.COMFLA REGULATION #: 29945
40'-0" FFE-0'-8" FG0'-0" FFE-0'-8" FG9'-4" BRG9'-4" BRGRIGHT ELEVATIONSCALE: 1/4" = 1'-0"1268'-0" BRG1'-6"1'-6"1'-6"1261261266:126:126:120'-0" FFE-0'-8" FG0'-0" FFE-0'-8" FG9'-4" BRG9'-4" BRGRIGHT ELEVATIONSCALE: 1/4" = 1'-0"1261'-6"1'-6"1'-6"1261261266:126:128'-0" BRG2'-8"12'-0" BRG2'-8"6:1222'-9" BRG22'-9" BRG5755757688887691261266:121'-014"1'-014"1261266:121'-014"1'-014"6:12126126CCCBDAAA(UNLESS OTHERWISE NOTED)JOB #:DRAWN BY:CHECKED BY:SCALE:CDE21.0018-PACSCALE: 1/4"=1'-0"CDE-JMSHEET: OF 10INITIAL RELEASE
DESCRIPTION:
REVISIONS
THIS DRAWING SUPERSEDES ALL PREVIOUS ISSUES.
022721
DATE:
0
REV
CDE-SS
DRAWN BY:
Fort Pierce, FL 34987
Donovan Residence
11770 Palomino Dr.
CHANGES PER EMAIL (032321)0324211 CDE-SS
PER TEXT MESSAGE 0407210408212 CDE-JA
ADDED DUCT LAYOUT0616213 CDE-SS
CHANGES PER EMAIL (061621)0714214 CDE-SS ELEVATION KEYNOTE LEGEND:1238" WIDE RAISED SMOOTH STUCCO MOLDING4566" WIDE RAISED SMOOTH STUCCO BAND71" STANDING SEAM METAL ROOFING PER SPECIFICATIONS36" RAILING PER LOCAL CODESIDING PER SPECIFICATIONS89RAISED SMOOTH STUCCO101x4 TRIM TYPICAL16"x16"x8" CMU COLUMN 16"x8" CMU COLUMN12"X12" SQ CMU COLUMN W/ RAISED SMOOTHSTUCCO BASEI CERTIFY TO THE BEST OF MYKNOWLEDGE AND BELIEF THAT THESEPLANS AND SPECIFICATIONS COMPLYWITH THE STRUCTURAL PORTION OFTHE FBC 7th EDITION FOR WIND ANDGRAVITY LOADS AS AMENDED ANDENFORCED BY THE PERMITTINGJURISDICTION.PAUL WELCH INC.MECHANICAL, ELECTRICAL, CIVILENGINEERING1984 S.W. BILTMORE ST. SUITE #114PORT ST. LUCIE, FL. 34984PHONE: 772.785.9888EMAIL: PWELCHINC@AOL.COMFLA REGULATION #: 29945
816161061636565616166569-3 1/2"
-3 1/2"-3 1/2"3457-2 3/4"-3/4"59'-10"30'-8"29'-2"58'-4"59'-10"21'-4"2'-8"2'-8"16'-0"38'-6"4'-0"10'-2"2'-5"1'-0"9'-4"21'-11"2'-5"1'-0"7'-2"13'-9"4'-5"2'-0"6'-0"58'-4"6'-1"40'-10"11'-5"16'-4"14'-4"6'-1"3'-11"7'-2"1'-0"1'-0"10'-0"
11'-10"6'-0"136262'-0"16'-158"22'-818"8'-638"4'-958"1'-1158"21'-85
8"23'-018"23'-91
8"20'-1018"20'-638"23'-47
8"3'-858"2'-158"7'-158"2'-318"3'-1058"9'-1"6'-958"4'-478"76'-038"78'-158"13'-8"17'-0"216161610646461616161618613636166'-69
32"61619(UNLESS OTHERWISE NOTED)JOB #:DRAWN BY:CHECKED BY:SCALE:CDE21.0018-PACSCALE: 1/4"=1'-0"CDE-JMSHEET: OF 10INITIAL RELEASE
DESCRIPTION:
REVISIONS
THIS DRAWING SUPERSEDES ALL PREVIOUS ISSUES.
022721
DATE:
0
REV
CDE-SS
DRAWN BY:
Fort Pierce, FL 34987
Donovan Residence
11770 Palomino Dr.
CHANGES PER EMAIL (032321)0324211 CDE-SS
PER TEXT MESSAGE 0407210408212 CDE-JA
ADDED DUCT LAYOUT0616213 CDE-SS
CHANGES PER EMAIL (061621)0714214 CDE-SS5FOUNDATIONSCALE: 1/4" = 1'-0"FOUNDATION KEY NOTES7 5/8" CONCRETE CURB12345-3 1/2" SHOWER RECESS LOCATION67CONCRETE AS PER FOUNDATION NOTESGARAGE FLOOR SHALL SLOPE 1/8 INCH PER FOOTTOWARD OVERHEAD DOOR.48"X120" CONCRETE HVAC SLAB PER BUILDERSSPECS2" CURB @ GARAGE PERIMETERNOTE:FOOTPRINT PLAN IS FOR CONCRETE FORMING AND PLUMBINGLOCATIONS ONLY. REFER TO ASSOCIATED ENGINEEINGDRAWINGS FOR FOOTER LOCATIONS AND DETAILS.STUB UP FOR KITCHEN ISLAND ELECTRICAL8GARAGE DOOR W/ WEATHER LIP OVER948"x36" CONCRETE SLAB16"4"3" MIN. COV.1SCALE: NTSBEARING FOOTERFGFF#5 REBARCONC SLAB(2) #5 CONT12"25" MIN
16"
MIN
MIN
CONC SLAB8"8"3/4"
8"2SCALE: NTSFOOTER AT OHGD3" MIN. COV.(1) #5 CONTMINDRIVEWAY4" CONC.16"4"3" MIN. COV.FGFF#5 REBAR(2) #5 CONT12"25" MIN
16"CONC SLAB7 5/8"3SCALE: NTSCURB SECTION (BEARING)MIN
MIN
16"4"(2) #5 CONT16"VARIES1/2"Ø x10" ANCH.BOLT (UNO) AT 48"O.C. MAX. (7" MIN.4SCALE: NTSLOAD BEARING INTERIOR STEPEMBED.)MIN3" MIN. COV.FF(1) #5 CONT10(1) #5 CONTSCALE: NTSSECTION AT SHOWER6"VARIES8"8"EXTERIOR STEP (BEARING)25" MINIMUM53" MIN. COV.(2) #5 CONT12"
MIN.4"1'-4"SCALE: NTSFF1'-4"CONC SLAB#5 REBARMINIMUM
16"4"16"FF1/2"Ø x10" ANCH.BOLT (UNO) AT 48"O.C. MAX. (7" MIN.7SCALE: NTSINTERIOR BEARINGEMBED.)3" MIN. COV.(2) #5 CONTMIN8SCALE: NTSTHICKENED EDGEMIN
8"8"FG(1) #5 CONTVARIESCONC SLAB16"4"25"
16"
1 1/2"
3 1/2"3" MIN. COV.9SCALE: NTSSL GLASS DOOR SECTION(2) #5 CONTVARIESMIN FF#5 REBARCONC SLABI CERTIFY TO THE BEST OF MYKNOWLEDGE AND BELIEF THAT THESEPLANS AND SPECIFICATIONS COMPLYWITH THE STRUCTURAL PORTION OFTHE FBC 7th EDITION FOR WIND ANDGRAVITY LOADS AS AMENDED ANDENFORCED BY THE PERMITTINGJURISDICTION.PAUL WELCH INC.MECHANICAL, ELECTRICAL, CIVILENGINEERING1984 S.W. BILTMORE ST. SUITE #114PORT ST. LUCIE, FL. 34984PHONE: 772.785.9888EMAIL: PWELCHINC@AOL.COMFLA REGULATION #: 29945
(UNLESS OTHERWISE NOTED)JOB #:DRAWN BY:CHECKED BY:SCALE:CDE21.0018-PACSCALE: 1/4"=1'-0"CDE-JMSHEET: OF 10INITIAL RELEASE
DESCRIPTION:
REVISIONS
THIS DRAWING SUPERSEDES ALL PREVIOUS ISSUES.
022721
DATE:
0
REV
CDE-SS
DRAWN BY:
Fort Pierce, FL 34987
Donovan Residence
11770 Palomino Dr.
CHANGES PER EMAIL (032321)0324211 CDE-SS
PER TEXT MESSAGE 0407210408212 CDE-JA
ADDED DUCT LAYOUT0616213 CDE-SS
CHANGES PER EMAIL (061621)0714214 CDE-SS6NOTE: REFERENCE ONLY. FOR TRUSS PLACEMENT & TRUSS-TO-TRUSS CONNECTORS,SEE TRUSS MANUFACTURER'S DRAWINGS.TRUSS LAYOUTSCALE: 1/4" = 1'-0"P2HJ22HJ22CJ12
CJ12 CJ12CJ12
P1
P2
HJ22HJ22CJ12CJ12
CJ12CJ12D4D3HJ7HJ7EJ7
EJ7
CJ1
CJ3
CJ5
CJ1CJ3CJ5EJ7
EJ7
CJ1
CJ3
CJ5 CJ1CJ3CJ5EJ7
D2D2D2D2D1G2G1G3HJ3HJ3EJ3CJ1 CJ1EJ3CJ1 CJ1EJ3 HJ3CJ1 CJ1EJ31EJ32 C5C4C3C2C1B13HJ71CJ1CJ3CJ5CJ1CJ3CJ5EJ7EJ71EJ71EJ71EJ71EJ71EJ71EJ71EJ7EJ7EJ7EJ7EJ7EJ7EJ72EJ72EJ73
A1
A2
A3
A4
A5
A6
HJ7HJ7EJ7EJ7EJ7EJ7EJ7EJ7CJ1CJ3CJ5CJ1
CJ3
CJ5
EJ7EJ7EJ7EJ7EJ7EJ7CJ1CJ3CJ5CJ2
CJ4
CJ6
A7
B1
B2
B3B4B5B6B7B9B10B11B12
EJ7EJ7EJ7K2K2K2K2K1L1HJ5CJ1CJ3
CJ1CJ3EJ5EJ5EJ5 B8
V1V2V3V4HTU26 HTU26HTU26
HTU26
HTU26
HTU26LUS24HGUS26-2HTU26 LUS24LUS24HTU26
HTU26
HTU26
HTU26
12" PLUMB CUT CANTNO CONN.8'-0" CLNGATTIC BOX STORAGEATTIC AHU STORAGE12'-0" CLNG6/12 CLNG10'-0" CLNG10'-0" CLNG9'-4" CLNG9'-4" CLNG9'-4" CLNG9'-4" CLNG9'-4" BRG3' 11"
6' 0"
2' 0" 4' 5"2' 0" 1' 0" 1' 0" 1' 0"
1' 0"
4' 0" 5' 6"5' 0"
7' 0" 6' 10"3' 0" 2' 0" 10' 7 5/8"3' 0" I CERTIFY TO THE BEST OF MYKNOWLEDGE AND BELIEF THAT THESEPLANS AND SPECIFICATIONS COMPLYWITH THE STRUCTURAL PORTION OFTHE FBC 7th EDITION FOR WIND ANDGRAVITY LOADS AS AMENDED ANDENFORCED BY THE PERMITTINGJURISDICTION.PAUL WELCH INC.MECHANICAL, ELECTRICAL, CIVILENGINEERING1984 S.W. BILTMORE ST. SUITE #114PORT ST. LUCIE, FL. 34984PHONE: 772.785.9888EMAIL: PWELCHINC@AOL.COMFLA REGULATION #: 29945
(UNLESS OTHERWISE NOTED)JOB #:DRAWN BY:CHECKED BY:SCALE:CDE21.0018-PACSCALE: 1/4"=1'-0"CDE-JMSHEET: OF 10INITIAL RELEASE
DESCRIPTION:
REVISIONS
THIS DRAWING SUPERSEDES ALL PREVIOUS ISSUES.
022721
DATE:
0
REV
CDE-SS
DRAWN BY:
Fort Pierce, FL 34987
Donovan Residence
11770 Palomino Dr.
CHANGES PER EMAIL (032321)0324211 CDE-SS
PER TEXT MESSAGE 0407210408212 CDE-JA
ADDED DUCT LAYOUT0616213 CDE-SS
CHANGES PER EMAIL (061621)0714214 CDE-SSTYPICAL NAILING SCHEDULENAILSCHEDSCALE: NTSGENERAL VALLEY NOTES:SCALE: NTSVALLEY FRAMING DETAIL SHEAR SPECIFICATIONS (WALL SHEATHING)SCALE: NTS6" TYP
12" TYP.16" TYP.HORIZ. BLOCKING BETWEEN STUDS7/16" OSB OR 15/32 CDX(1) RAFTERS TO BE 2x4 SPACED 24" O.C. UP TO 8', USE 2x6 UP TO 12' LENGTH.(2) RAFTER LENGTHS (FROM RIDGE TO CLEAT) OVER 12'-0" TO HAVE (2x4)COLLAR TIE, OR KICKER, AT 1/2 RAFTER SPAN (UP TO 24'-0" MAX RAFTERLENGTH). (3) RIDGE BOARD SHALL BE 2x6 MIN. FOR 2x4 RAFTERS, & 2x8 MIN.FOR 2x6 RAFTERS. (4) ATTACH RAFTERS 4' OR LONGER TO RIDGE BOARD ANDCLEAT USING (1) USP HCDP CONNECTOR, NAILED 8-8d, ALL OTHERS TOE-NAILWITH 10d. (5) ALL CONVENTIONAL FRAMING LUMBER SHALL BE SPF STUDGRADE OR BETTER. USE 8d GUN NAILS SPACED 4" O.C. EDGES AND 6" O.C. FIELD. PLACENAILS MINIMUM 3/8" FROM EDGES AND MINIMUM 2" FROM CORNERS. THISMETHOD OF ATTACHMENT WILL PROVIDE 240 PLF OF SHEAR STRENGTHIN GROUP II LUMBER AND 197 PLF IN GROUP III FRAMING.8d RING SHANKNAILS @ 4" O/C ONEDGES & 4" WITHIN48" OF GABLE END8d RING SHANKNAILS @ 4" O/C ONJOINTS ANDEDGES & 4" INFIELD(1) HCDP AT ENDOF EACHFRAMINGMEMBER. (SEEVALLEY NOTE #4.)SIMPSON MTS12FASTENED TO PEAK OFPREVIOUS TRUSS.COLLAR TIE (ASREQUIRED, SEEGENERAL VALLEYNOTES).TRUSSESBELOW(5) 10d RINGSHANK NAILSEACH END.(2-2x4) CLEAT UNDER VALLEY FRAMING ANCHOR TO EACHTRUSS BELOW WITH (4) 10d NAILS FOR VALLEY RAFTERSUNDER 6' AND LESS. OVER 6' USE USP HCDP CLIPS. IF CLEATIS OVER SHEATHING AND VALLEY RAFTER IS OVER 6', USE (1)3/8" x 4" LAG SCREW WITH 1" WASHER PER CLEAT, OR CUTSLOT AND BEND 12" STRAP (FROM ANY MANUFACTURER)AROUND TRUSS BELOW,FILL ALL HOLES WITH 8d NAILS (MIN.),SPACED (3) TRUSSES MAXIMUM.5/8" PLYWOODNOTE:WINDOW FLASHINGSCALE: NTS1.CAULKING, SEALANT, ADHESIVE, OR GASKETSEALS WINDOW FRAMING AND WALL JOINTS TOFORM AIR BARRIER.2.THESE PRINCIPLES ARE ALSO APPLICABLE TODOOR WEATHERPROOFING.3.VERIFY SIZE & SPACING ON PRODUCTAPPROVALS BEFORE INSTALL.3/4" FLANGE BEYONDFRAME WALLWINDOWUNIT(TYVEK) MOISTURE BARRIER OVERLAPPED TO DIRECTMOISTURE AWAY FROM STRUCTURE/FRAMING6" MIN.OVERLAP6" MIN.JAMB CASING/TRIMAT LEAST ONE TRUSS SPACEPRE-ENGINEERED WOOD TRUSSESMINIMUM 2"x4" TRUSS BRACINGMINIMUM (2) 12d PER JOINTOVERLAPTRUSS BRACING OVERLAP DETAIL(TYP.)6"OVERLAP TRUSS BRACINGN.T.S.TRUSS BRG.PRE-ENG. TRUSSES SEE TYP.WALL SECTION FOR ROOFSHEATHING AND FINISHSEE CONNECTOR SCHEDULEEAVE DETAIL, PER TYPICALWALL SECTIONNON-VENTEDHARDIE SOFFIT BOARD2"x2" CONT.(16d @ 8" O.C.)2"x4" 16" O.C. W/(2) 2"x4" TOP PLATEMTS-16 W/14-10d NAILSCONCEALED FLASHING2"x4" SILL PLATE(2) 16d NAILSMTS-16 W/14-10d NAILSBOTTOM TRUSS CORD2" X 4" STUD AT (4) CORNERSFROM (2) TOP PLATE TO BOTTOMCHORD OF TRUSS, (3) 16d AT ALLFRAMING INTERSECTIONS.(2) 16d NAILSSEE ELEVATIONHARDIE-LAP SIDING ATTACHED PER NOTES.SEE ELEVATION
CUPOLA DETAIL SCALE: NTS7I CERTIFY TO THE BEST OF MYKNOWLEDGE AND BELIEF THAT THESEPLANS AND SPECIFICATIONS COMPLYWITH THE STRUCTURAL PORTION OFTHE FBC 7th EDITION FOR WIND ANDGRAVITY LOADS AS AMENDED ANDENFORCED BY THE PERMITTINGJURISDICTION.PAUL WELCH INC.MECHANICAL, ELECTRICAL, CIVILENGINEERING1984 S.W. BILTMORE ST. SUITE #114PORT ST. LUCIE, FL. 34984PHONE: 772.785.9888EMAIL: PWELCHINC@AOL.COMFLA REGULATION #: 29945FOUNDATION NOTESDESIGN CRITERIAFOUNDATION DESIGN IS BASED UPON AN ASSUMED ALLOWABLE SOILCONTACT PRESSURE OF 2000 PSF WITH A MINIMUM MODIFIED PROCTOR DENSITY OF 95% PER ASTM D1557.SOIL PREPARATION FOR AREAS UNDER BUILDING SLABSUBTERRANEAN TERMITE PROTECTION SHALL BE APPLIED PER LOCALJURISDICTION AND A CERTIFICATE OF COMPLIANCE SHALL BE ISSUEDTO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY. WHERE PERMITTED PER LOCAL JURISDICTION, SUBTERRANEAN TERMITE POST-TREATMENT MAY BE BORACARE APPLIED TO GROUND FLOOR WOOD SURFACES IN-LIEU OF SOIL TREATMENT.MATERIALSCONCRETECONCRETE FOR SLABS, CURBS, AND FOUNDATIONS SHALL HAVE A MINIMUM F'C OF 3000 PSI AT 28 DAYS.CONCRETE MASONRY UNITS (CMU)CMU AT OR BELOW GRADE SHALL CONFORM TO ASTM C90WITH A MINIMUM F'M OF 1500 PSI AND SHALL USE TYPE 'M'OR 'S' MORTAR. FILL ALL CELLS AT OR BELOW GRADE WITH 3000PSI GROUTREINFORCING STEEL (REBAR)REBAR SHALL BE GRADE 60 (FY 60000 PSI)CONSTRUCTIONFOOTINGSCOVER FOR REBAR AGAINST EARTH SHALL BE 3". PROVIDEMINIMUM LAPS OF 48 BAR DIAMETERS (30" FOR #5 BARS).SLABSSLABS SHALL BE A MINIMUM OF 3-1/2" THICK OVER CLEANCOMPACTED FILL AND 6 MIL POLYETHYLENE VAPOR BARRIER(WITH JOINTS SEALED PER CODE). AT INTERIOR CORNERS OFSLABS, ADD (2)-#5X36" REBARS DIAGONALLY 12" APART, 2"FROM CORNER OF SLAB AND PLACED WITHIN UPPER THIRD OFTHE SLAB THICKNESS.EMBEDDED ITEMSWHERE SHOWN OR INDICATED ON THE FOUNDATION PLAN,PROVIDE A #5 DOWEL EMBEDDED A MINIMUM OF 12" INTOTHE FOUNDATION (WITH A STANDARD HOOK). DOWEL SHALLEXTEND A MINIMUM OF 30" ABOVE THE SLAB (OR CURB).WHERE DOWEL HAS BEEN INADVERTENTLY OMITTED ORMIS-LOCATED, DRILL A MINIMUM 6" INTO CONCRETE BELOWSLAB (3" FROM EDGE ± 5/8" AND 4" FROM ENDS OF CAPWALLS), REMOVE DUST, AND USE A TWO PART EPOXY TOEMBED DOWEL INTO FOUNDATION SYSTEM. USE SIMPSONEPOXY-TIE OR EQUAL EPOXY ADHESIVE DESIGNED FOREMBEDMENT INTO CONCRETE.WHERE REQUIRED, 1/2" X 10" LONG TITEN HD MAY BEUSED TO REPLACE 1/2"Ø J-BOLTS. SUCH BOLTSSHALL BE LOCATED NO CLOSER THAN 5" TO EDGES AND 6"FROM CORNERS AND ENDS.3. ALL EXTERIOR CMU WALLS BETWEEN OPENINGS WITH VERTICAL REINFORCEMENT AT EACH END ARE SHEAR WALLS.SEE FLOORPLAN SHEET FOR PLACEMENT OF VERTICAL REINFORCEMENT.G13ALL EXTERIOR BLOCK WALLS BETWEEN OPENINGS WITH REINFORCED DOWN POURS AT EACH END ARE SHEAR WALLS.G12ALL CONNECTORS SHALL BE NAILED PER MANUFACTURES SPECSG11ALL STEEL REINFORCEMENT IS GRADE 60 U.N.O. ON PLANG9ONLY SHINGLES AND FASTENERS FROM THE BUILDING DEPARTMENTS' LATEST APPROVED ROOF COVERING MANUFACTURERS LIST (IF APPLICABLE) SHALL BE USED. TESTING DATA FOR FASTENERS SHALL BE PROVIDED UPON EQUEST MIN. 6 PER TABG7ANCHOR POSITIONS ARE ± 1/2"G6 GENERAL CONTRACTOR SHALL COORDINATE ARCHITECTURAL, STRUCTURAL, ELECTRICAL, AND MECHANICAL WORK FOR ANCHORED, EMBEDDED, AND SUPPORTED ITEMS, WHICH AFFECT STRUCTURAL INTEGRITY. NOTIFY ENGINEER OF ANY DISCREPANCIES IMMEDIATELY PRIOR TO ANY CONTINUATION OF WORK.G5FRAMING CONTRACTOR IS RESPONSIBLE FOR TEMPORARY BRACING DURING ERECTION OF TRUSSES AND FOR ALL PERMANENT BRACING PER HIB-91 SUMMARY SHEETG4LUMBER EXPOSED TO WEATHER OR CONTACTING CONCRETE OR STEEL SHALL BE PRESSURE TREATED (P.T.).G3 HEADERS MAY BE CUT OR NOTCHED AT THE ENDS ONLY. OTHERWISE THEY SHALL NOT BE REDUCED IN STRENGTH.G2MIN. LUMBER SIZES, SPACES, GRADES, AND SPECIES (UNO IN SPECIFIC NOTES).A) INTERIOR NON-BEARING WALLS: 2x4 STUDS AT 16" ON CENTER. (OR BETTER) OR METAL STUDS (25ga.). CRIMPER MAY BE USED IN LIEU OF SCREWS FOR METAL STUDS.B) FRAME BEARING WALLS: 2x4 STUDS AT 16" ON CENTER TO 10'-0" LENGTH. OTHERWISE USE 2x6 SPF #2 GRADE LUMBER (OR BETTER).C) HEADERS: SOUTHERN PINE, GRADE 2, (2) 2x12's UNO ON PLAN OR DETAILS. NAIL PLIES WITH 16d GUN NAILS AT TOP & BOTTOM EDGES 16" O.C.G1DESIGN PARAMETERSA) DESIGN LOADS: UNLESS NOTED OTHERWISE (UNO) IN SPECIFIC NOTES1. ROOF LOADS:UPLIFT CALCS:DEAD LOAD (DL): 20PSF LIVE LOAD (LL): 20PSFBOT CHORD (DL): 10 PSFTOTAL LOAD: 40 PSFDUR FACTOR: 1.25 FLOOR LOADING: 40+20 = 60 PSFDESIGNS BASED ON WIND SPEED INTERVALS OF 3 SECOND GUST. FBC 7thEDITION PERFORMANCE OF FASTENERS AND ANCHORS FOR COMPONENTSAND CLADDING MAY VARY DUE TO FLYING DEBRIS.GENERAL PLAN NOTES1. CONCRETE SHALL BE A MINIMUM 3 1/2" THICK OVER CLEAN, TERMITE TREATED, COMPACTED FILL AND 6 MIL POLYETHYLENE VAPOR BARRIER.GENERAL FOUNDATION NOTES:2. CONCRETE SLAB SHALL CONTAIN 6"x6" #10/#10 WWM, (MINIMUM1" COVERAGE).3. CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF NOT LESS THAN 3000 psi.4. ALL 90° HOOKS ARE TO BE EXTENDED 10" MINIMUM BEYOND THE TURN. FIELD BENDS ARE TO BE DONE COLD AND THE DIAMETER OF THE BEND, MEASERED ON THE INSIDE OF THE BAR, IS NOT TO BE LESS THAN (6) BAR DIAMETERS.5. MINIMUM COVERAGE FOR REBAR SHALL BE 3" IN FOOTERS AND 1 1/2" IN BOND BEAMS. HOOKS MAY BE ROTATED HORIZONTALLY IF REQUIRED TO ACHIEVE MINIMUM COVERAGES.6. REBAR OVERLAP SHALL BE 48 BAR DIAMETERS. (30" FOR #5 BARS).1. MASONRY CONSTRUCTION SHALL CONFORM TO LATEST EDITION ANDACI-531-95.GENERAL MASONARY NOTES: (IF APPLICABLE)2. CONCRETE BLOCKS SHALL CONFORM TO ASTM-C90 WITH f'm=1500 pci.3. MORTAR SHALL COMPLY TO ASTM C-270 TYPE "M" OR "S".4. REINFORCE WALLS SHALL CONFORM TO ACI 530 AND AS SHOWN ON PLAN AND SECTIONS USING VERTICAL & HORIZONTAL #5 @ 24" OCIN GROUTED CELLS WITH PROPER DOWELS AND CORNER BARS CONFORMING TO ASTM A-615.5. WHERE SHOWN ON SHEET A1.1 CONCRETE BLOCK TO BE FILLED SOLID WITH GROUT f'c=3000 psi MINIMUM.IN THE EVENT STEEL HAS BEEN INADVERTENTLY OMITTED FROM DOWNPOUR LOCATIONS, DRILL 5" INTO CONCRETE (NO CLOSER THAN 3 3/4" FROMEDGES AND 5" FROM ENDS OF CAP WALLS), REMOVE DUST PER MFG.'SINSTRUCTIONS AND USE 2 PART EPOXY TO ANCHOR #5 REBAR IN PLACE.USE EITHER HILTI C-100 OR SIMPSON EPOXY-TIE.DOWEL ROD REPAIR NOTES:THE FOUNDATION DESIGN ASSUMES THAT THE SOIL HAS A MINIMUM LOADCARRYING CAPACITY OF 2,000 POUNDS PER SQUARE FOOT. IN THE EVENTTHE SOIL BEARING CAPACITY FALLS BELOW THE AFOREMENTIONEDMINIMUM, THIS FOUNDATION PLAN MAY BE SUPERCEDED BY AN ENGINEERIN SPECIALIZED FOUNDATION DESIGN. CONTRACTOR SHALL NOTIFYENGINEER IF SOILS ARE QUESTIONABLE TO 10' DEPTH. SATISFACTORYCOMPACTION TEST OF FILL DOES NOT VERIFY LOWER SOILS AREADEQUATE.6. WINDOW TOLERANCE A MAXIMUM OF 1/4" TOLERANCE ON EACH SIDE OF ROUGH OPENING PER MANUFACTURER'S SPECS.1. A/C COMPRESSOR LOCATION MAY VARY- VERIFY LOCATION WITH SURVEY.2. SLAB SHALL BE RECESSED ON ALL EXTERIOR DOORS (EXCEPT FRONT DOOR) IN LIVING AREAS.EXTERIOR FINISH1.A WATER RESISTANT BARRIER IN COMPLIANCE WITH ASTM D226 SHALLBE APPLIED OVER STUDS OR SHEATHING PRIOR TO APPLICATION OFCEMENT PLASTER FINISH AND HAVE PERFORMANCE EQUAL TO ATLEAST TWO LAYERS OF GRADE D PAPER.2. INSTALLATION OF EXTERIOR LATHING & FRAMING OVER FRAME WALLSSHALL COMPLY WITH ASTM C10633.EXTERIOR PLASTER SHALL COMPLY WITH ASTM C926. OVER MASONRYCONSTRUCTION, SCRATCH COAT SHALL BE APPROXIMATELY 3/8" THICKAND THE FINAL COAT APPROXIMATELY 1/4" THICK. OVER SHEATHEDWOOD FROM CONSTRUCTION, A 3-COAT SYSTEM SHALL BE EMPLOYEDRESULTING IN A TOTAL THICKNESS OF 7/8"."G10ROOF SHEATHING IS A DIAPHRAGM - 5/8" CDX SHEATHING (4-PLY) USE 8D RING SHANK NAILS 4" O.C. ALL WAYS & NAIL EAVE EDGES 4" O.C.FIBER CEMENT SIDING TO CBSFIBER CEMENT SIDING TO BE ATTACHED OVER TYVEK BUILDING WRAPOR 15# FELT OVER CMU. FIBER CEMENT TO BE APPLIED HORIZONTALLYW/ 1 1/4" LAPS @ TOP OF PLANK. FIBER CEMENT TO BE ATTACHED W/ET&F FASTENING SYSTEMS INC. ET&F BLOCK NAIL (ET&F NO.ASM-144-125, HEAD DIA-30", SHANK DIA=0/14", LENGTH=1.25" LONG), ORMAX SYSTEM BLOCK NAIL (CP-C832 W7-ICC, HEAD DIA. = 0.30", SHANKDIA.=0.30", SHANK DIA.=0.1444", LENGTH-1.25") PLACE IN THE OVERLAPPED AREA @ 8" OC VERTICALLY & 12" OC HORIZONTALLY INTOBLOCKFIBER CEMENT SIDING TO WOOD FRAMEFIBER CEMENT SIDING TO BE ATTACHED OVER TYVEK BUILDING WRAPOR 15# FELT OVER NEW PLYWOOD. FIBER CEMENT TO BE APPLIEDHORIZONTALLY WITH 1 1/4" LAPS @ TOP OF PLANK. FIBER CEMENT TOBE ATTACHED W/ 8d x 2 1/2" LONG GALVANIZED BOX NAILS PLACED INTHE OVERLAPPED AREA @ 8" OC VERTICALLY AND 16" ON CENTERHORIZONTALLY INTO STUDS THROUGH 19/32" PLYWOOD SHEATHING.19/32" PLYWOOD SHEATHING TO BE NAILED TO STUDS W/ 10d NAILS @ 4"OC PERIMETER & FIELD.
(UNLESS OTHERWISE NOTED)JOB #:DRAWN BY:CHECKED BY:SCALE:CDE21.0018-PACSCALE: 1/4"=1'-0"CDE-JMSHEET: OF 10INITIAL RELEASE
DESCRIPTION:
REVISIONS
THIS DRAWING SUPERSEDES ALL PREVIOUS ISSUES.
022721
DATE:
0
REV
CDE-SS
DRAWN BY:
Fort Pierce, FL 34987
Donovan Residence
11770 Palomino Dr.
CHANGES PER EMAIL (032321)0324211 CDE-SS
PER TEXT MESSAGE 0407210408212 CDE-JA
ADDED DUCT LAYOUT0616213 CDE-SS
CHANGES PER EMAIL (061621)0714214 CDE-SS ADJACENT WALL (BEARING)6SCALE: NTSSEE FOUNDATIONPLAN2x PRESS. TREAT.BOTTOM PLATE2X STUD(2) 2x TOP PLATEPRE-ENGINEEREDWOOD TRUSSESSPACED 24" O.C.1/2" DRYWALLCEILING BOARD#5 HORIZ REINF. TYP#5 VERT REINF. TYP#5 CORNER BAR 15" MIN. OLAPWALL HEIGHT TRANSISTION1113SCALE: NTSTYPICAL GARAGE5/8" TYPE XDRYWALL1/2" DRYWALL CEILING BOARDBASEBOARD1/2" GYPSUM DRYWALL2x CEILINGBLOCKINGSEE ELEVATION0'-0" FFEASCALE: NTSTYPICAL GARAGE GOAL POSTASEE ELEV.DOOR/SLIDING DOOR BUCK ANCHOR DETAILSCALE: NTSPC LINTELSCALE: NTSP.T. (2x4) CONT.3INTERNAL BEARING WALLTYPICAL BLOCK WALL TONOTE:USE SIMPSON SP4 W/ 6-10d NAILS TOP & BOTTOMSP4TYPICAL INTERIOR WALL2SCALE: NTSMETAL ROOF OVER PEEL AND STICKON 5/8" PLYWOOD ANCHOR W/8dRING SHANK NAILS AT 6" O/C. (UNO)@ 4" ON EDGESSEE FOUNDATION PLANCARLISLE SPRAY FOAM INSULATIONG.C. TO PROVIDE IGNITION BARRIERPER FBC ECR405.7(1) #5 CONT. AND (1)#5 CORNER BARWITH 25" TYPICAL OVERLAPS ANDCONC. FILL fc = 3000 psi.CLEANOUT OPENING EACHGROUTED CELLGROUT FILL BEYONDTYPICAL(1) #5 DOWEL MIN. 6" EMB AND 30"LAP TYPICAL.2x8 FASCIAGALV. MTL DRIPOVER PT 1x2STUCCO SOFFIT8" U-SHAPE CONC.BLOCKTRUSS ANCHOR - SEEANCHOR SCHEDULE.PRE-ENGINEERED WOODTRUSSES SPACED 24" O.C.SEE FOUNDATIONPLAN2x PRESS. TREAT.BOTTOM PLATE2x STUD@ 16" OC2x TOP PLATEPRE-ENGINEEREDWOOD TRUSSESSPACED 24" O.C.PT 1x6 DOOR BUCK STRIPSANCH TO BLOCK W/ 1 X 6 OR 1X8 WITH 2 ROWS OF 2" CASEHARD NEUMATIC GUN NAILSAT 12" O.CSEE ELEVATION
1/4" x 3" TAPCON@ 12" OC(2X4) SPF @16" O.C.JACK STUDFULL STUDFACE NAIL FULLSTUD TO JACK W/10d GUN NAILS @12" O/CSTAGGEREDSPH4 UNLESS OTHERWISE NOTEDSIMPSON LSTA16SEE FOUNDATIONPLANPT 2x6x8' TYP. EACH END(4) 1/4"x3" TAPCONS(1) #5 CONT.PT 2x6x16' ATTACHED WITH SHOT INCASE HARDENED NAILS1/2" WEDGE ANCHOR @ 2'-0" OCNOTE:A 1/2" DIA x4 1/2" LG. MIN. WEDGE ANCHOR MAY BE USEDIN LIEU OF 1/2" DIA J-BOLTS.(1)#5 CONT.(1)#5 CONT.#5 DWL W/ 25" O/LAPSEE FOUNDATION PLAN16" PT 2x8 FOR TORSION SPRING(AS REQ'D)1/2" GYPSUM DRYWALLSEE FLOOR PLAN & WINDOWSCHEDULE FOR SIZEMARBLE WINDOW SILLBASEBOARD1/2" DRYWALLCEILING BOARDSEECONNECTORSCHEDULESEE ELEVATION FORBRG HEIGHTSEE WINDOW SCHEDULE FORHEIGHT(2) 2x8 HEADER U.N.O.2 COURSES BLOCKFILL SOLID W/ (1) #5 REBAR CONT.EACH(1)#5 CONT.2'-0"PORCH DETAILSCALE: NTS5 #5 DOWEL MIN. 6" EMB AND 30"LAP TYPICALSEE FOUNDATIONPLAN #5 REBAR TYPICALSTUCCO FINISH OVER CMUCOLUMN8"x16" CMU COLUMN FILLEDSOLID WITH 3000 P.S.I. CONC.TYPICALPRE ENGINEERED TRUSSSEE CONNECTOR SCHEDULESTUCCO OVER HIRIB LATH0'-0" FFESEE ELEVATIONPRECAST LINTEL W #5 CONT. @AND (1)#5 CORNER BAR WITH25" TYPICAL OVERLAPS ANDCONC. FILL fc = 3000 psiSEE ELEVATION FORBRG HEIGHTSEE ELEVATION FORBRG HEIGHT0'-0" FFE0'-0" FFE0'-0" FFEATTACH 1x4 WOOD BUCK W/ 2"CASE HARD NEUMATIC GUN NAILSSTAGGERED AT 12" O.C, 1-1/2" MIN.EMBEDMENTPT 3/4" FURRING STRIPS OVER3/4" RIGID FOIL BACKEDINSULATIONTYPICALCONCRETE BLOCKW/ FILLED CELL2x4 WOOD BUCK W/ 1/4" x3 1/4"TAPCON STAGGERED AT 12"O.C, 1-1/2" MIN. EMBEDMENTDOOR BUCK ATTACHMENT DETAILCONC. BLOCK W/ FILLED CELL -TYP. ALL OPENINGS1x4 WOOD BUCK W/ 2" CASE HARDNEUMATIC GUN NAILS STAGGEREDAT 12" O.C, 1-1/2" MIN. EMBEDMENT ATTACHMENT DETAILWINDOW BUCKSTUCCO SOFFIT2x8 FASCIAGALV. MTL DRIPOVER PT 1x2TYPICAL EXTERIOR BEARING WALL1SCALE: NTS2X MIDBLOCKING5/8"x6" WEDGE ANCHOR@ 2'-0" OCPRECAST LINTEL BEYONDR11INSULATIONTYPICAL2x4 NAILER- ATTACHW/ (2) 10d GUN NAILSUSP HTA16 SPACED 24" O/C (STAGGERED)OUTSIDE AT 48" O/C - SEE GABLE ENDPLACE ONE INSIDE AT 48" O/C AND ONEATTACHMENT DETAIL1201GABLE END DETAILSCALE: NTSAAT 48" O/C ANCHNAILS PER CONN.GABLE END TRUSS2x4 FLAT BLOCKW/ (2) 10d GUNAAT 4" O/CW/ 8d GUN NAILS1/2" SHEATHING12" MAXAT 6' O/C2x4 GABLEX-BRACINGAT 4" O/C8d GUN NAILS8d GUN NAILSAT 4" O/CAT 4" O/C8d GUN NAILSSCALE: NTSDETAIL1/2" GYPSUMCEILING BOARD(3) 10dGUN NAILSTYPICALTRUSS-TYP.COMMONTHEREAFTERAT 6" O/C8d GUN NAILSL-BRACE WEBSOVER 6'-0" HIGH21APRO6NOTE:USE SIMPSON SP4 W/ 6-10d NAILS TOP & BOTTOM8I CERTIFY TO THE BEST OF MYKNOWLEDGE AND BELIEF THAT THESEPLANS AND SPECIFICATIONS COMPLYWITH THE STRUCTURAL PORTION OFTHE FBC 7th EDITION FOR WIND ANDGRAVITY LOADS AS AMENDED ANDENFORCED BY THE PERMITTINGJURISDICTION.PAUL WELCH INC.MECHANICAL, ELECTRICAL, CIVILENGINEERING1984 S.W. BILTMORE ST. SUITE #114PORT ST. LUCIE, FL. 34984PHONE: 772.785.9888EMAIL: PWELCHINC@AOL.COMFLA REGULATION #: 29945
DW
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WP-GFIWP-GFI
PRE-WIRE FOR POOL SS VPVPDISCWP GFI SSDS GFIGFI
TVTV OUTLET3SWITCHSSR4DUPLEXRHEOSTAT220CTGFI1/2 HOTSJJUNCTIONDOOR BELLGDPHDBFLOORCLNGSSPLIT WIRED DUPLEXPHONE OUTLETGARAGE DOOR220 VOLT OUTLETFLOOR DUPLEXCEILING DUPLEXQUADRUPLEXELECTRICAL LEGENDTHREE-WAY SWITCHFOUR-WAY SWITCHGFCI DUPLEXCOUNTERTOP DUPLEXTSDSSPEAKERCMFLOODLIGHTVENTCEILING LIGHTRECESSED EYEBALL LIGHTEYEBALL LIGHTWALL HUNG LIGHTRECESSED CEILING LIGHTLANDSCAPING LIGHTHEAT, VENT AND LIGHTHEAT AND VENTHEAT AND LIGHTVENT AND LIGHTCARBON MONOXIDE DETECTORTHERMOSTATSMOKE DETECTORSD/CMSMOKE C. MONOXIE DETECTOR101ST FLOOR PLAN ELECTRICALSCALE: 1/4" = 1'-0"FLUORESCENT LIGHTELECTRICAL PLAN KEY NOTES1ELECTRICAL PLAN NOTES1.ARC FAULTS ARE REQUIRED EVERYWHERESPECIFIED IN NEC 2017 210.12.2.ALL RECEPTACLES MUST BE TAMPER RESISTANTNEC 2017 406.11NOTE TO ELECTRICIAN:ALL BEDROOM OUTLETS MUST BE ARC FAULT PROTECTIONOUTLETS PER NEC 210-12(b)SMOKE & CARBON MONOXIDE DETECTORS ARE TO BE IN EACHBEDROOM, COMMON AREA NEAR BEDROOMS, ON EACH STORY,AND CLOSE TO STAIRS GOING UP.SMOKE & CARBON MONOXIDE DETECTORS SHALL BE WIRED TOCOMPLY W/ NFPA 72.USE UL LISTED SUPPORT BOX FOR ALL FAN PREWIRES.ALL EXHAUST FANS SHALL BE VENTED THROUGH THE ROOF.ELECTRICAL DESIGN SHALL COMPLY WITH THE EDITION OF THENEC AS ADOPTED BY THE FLORIDA BUILDING CODE.DRYER VENT SHALL BE VENTED THROUGH THE ROOF ORTHROUGH AN EXTERIOR WALL. (DO NOT VENT WITHIN 10'OF A/CCONDENSER).NOTES TO PLIUMBER:ALL PLUMBING WILL COMPLY TO 2017 FL. PLUMBING CODEWATER HEATER SHALL HAVE PAN AS REQUIRED, AND RELIEFVALVE TO BE PIPED OUTSIDE WITHOUT TRAPPING.ELECTRICAL NOTESALL 120V RECEPTACLES INSTALLED IN BATHROOMS, GARAGES,OUTDOORS, IN UNFINISHED BASEMENTS, UNDER FLOOR AREAS,KITCHEN COUNTER TOPS, KITCHEN ISLAND AND WITHIN 6-FEETOF A SINK SHALL BE GROUND FAULT CIRCUIT INTERRUPTERPROTECTEDBATHROOMS RECEPTACLE OUTLETS SHALL BE SUPPLIED BYAT LEAST ONE 20A BRANCH CIRCUIT, THIS CIRCUIT SHALLFEED NO OTHER OUTLETSALL DWELLING UNIT BEDROOM BRANCH CIRCUITS FEEDINGLIGHTING OR POWER OUTLETS OR SMOKE DETECTORS INBEDROOMS SHALL BE PROTECTED BY AN ARC-FAULTCIRCUIT INTERRUPTERSLIGHTING FIXTURES LOCATED ABOVE SHOWER AND BATHTUBAREAS SHALL BE RATED MOISTURE RESISTIVERECEPTACLE OUTLETS SHALL BE SPACED SUCH THAT ANYPOINT ALONG THE WALL AT THE FLOOR LEVEL IS NOT MORETHAN 6' FROM A RECEPTACLE WITHOUT CROSSING ADOORWAY. WALL SPACES GREATER THAN 2' IN WIDTH SHALLBE PROVIDED WITH A RECEPTACLE. RECEPTACLES IN THEFLOOR WITHIN 18" OF THE OF THE WALL ALSO MEET THEREQUIREMENT. THESE RECEPTACLES SHALL BE PROVIDED INKITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS,DENS, BEDROOMS, OR SIMILAR ROOMS.ALL SWITCHES ON A MULTIPLE SWITCHED CIRCUIT SHALL BECONTROLLED BY THE DIMMER SWITCH ON THAT CIRCUIT.ALL RECESSED FIXTURES SHALL BE LABELED AS BEINGCERTIFIED TO HAVE A LEAKAGE RATING OF LESS THAN 2.0 AT75 PASCAL.ALL OUTDOOR LIGHTING MUST BE HIGH EFFICACY ORCONTROLLED BY A MOTION SENSOR WITH INTEGRALPHOTOCONTROL.SMOKE DETECTORS SHALL SOUND AN ALARM AUDIBLE IN ALLSLEEPING AREAS.SMOKE DETECTORS SHALL BE "HARD WIRED"/INTERCONNECTEDAND SHALL BE EQUIPPED WITH BATTERY BACKUP.PROVIDE UFER OR OTHER APPROVED GROUND.PROVIDE TWO DEDICATED 20 AMP SMALL APPLIANCE BRANCHCIRCUITS FOR THE KITCHEN, LIMITED TO SUPPLYING WALL ANDCOUNTER SPACE OUTLETS ONLY.LIGHT FIXTURES LOCATED IN TUB OR SHOWER ENCLOSURESSHALL BE LABLED "SUITABLE FOR WET LOCATIONS" OR"SUITABLE FOR DAMP LOCATIONS."INCANDESCENT LIGHTING FIXTURES RECESSED INTO INSULATEDCEILINGS SHALL BE I.C. RATED BY UL OR OTHER APPROVEDAGENCY.ELECTRICAL WITHIN 6 FEET OF ATTIC ACCESS SHALL BEPROTECTED.NON-METALLIC SHEATHED CABLE SHALL BE SECURED BYSTAPLES, CABLE TIES, STRAPS, HANGERS, OR SIMILAR ATINTERVALS NOT EXCEEDING 4-1/2 FEET AND WITHIN 12 INCHESOF EVERY CABINET, BOX OR FITTING. FLAT CABLES SHALL NOTBE STAPLED ON EDGE.ATTIC ACCESS WITH LIGHT & SWITCHPLUMBING RISERSCALE: NTSWC3"LAVTUB/SHWR3" VENT3"3"2"TO SEWER3"4"STUDOR VENTSINK3"3"WASHER3" VENT3"3"SINK3"3"SHWR2"WC3"3" VENTLAV2"LAV2"3"3"3"ELECTRICAL RISER / DIST.NO SCALEM3 # 3/0, # 4, 2" CNOTE : USE ALL COPPER WIRE1 o# 4 CU GROUND TIEDTO BUILDING STEEL,CWP AND DRIVENGROUND ROUND200MBR2120/240V"EP"3 # 3/0 THW IN 2" CELECT. SERVICE200AMLO2120 S.F. @ 3 VOLT-AMPS 6360 VA(2) 20A APPLIANCE CIRCUITS 3000 LAUNDRY 1500 DRYER 5000 RANGE 12000 WATER HEATER 4500 DISHWASHER 1200 REFRIGERATOR 1200 IRRIGATION PUMP (OPTION) 1800 MISC. 5000 TOTAL: 41560 VAFIRST 10 KW @ 100% 10000REMAINDER @ 40% 16624TOTAL: 26624A/C HEAT @ 100% 12000 TOTAL: 38624 VA38624 240 = 160.9333 AMPS USE 200 AMP SERVICE ELECTRICAL LOAD CALCULATIONS PER NEC12345678910TUB2"3"(UNLESS OTHERWISE NOTED)JOB #:DRAWN BY:CHECKED BY:SCALE:CDE21.0018-PACSCALE: 1/4"=1'-0"CDE-JMSHEET: OF 10INITIAL RELEASE
DESCRIPTION:
REVISIONS
THIS DRAWING SUPERSEDES ALL PREVIOUS ISSUES.
022721
DATE:
0
REV
CDE-SS
DRAWN BY:
Fort Pierce, FL 34987
Donovan Residence
11770 Palomino Dr.
CHANGES PER EMAIL (032321)0324211 CDE-SS
PER TEXT MESSAGE 0407210408212 CDE-JA
ADDED DUCT LAYOUT0616213 CDE-SS
CHANGES PER EMAIL (061621)0714214 CDE-SS
DW
VENTHOODFDREF5 SHS1R & 1S
5 SHS
5 SHS
ELEC PANEL
A/C COMP WHWASHER DRYER
OVEN
MICRO
COOKTOP
PHTWL BARPHTWL BARCEILINGSLOPECEILINGSLOPE
1R & 1S
-3.5 TON 16 SEER-3/4+7/8"-3 1/4"x10" MICROVENT14x1412x8x8202 CFM10"14"RAHUS8x4x421 CFM10x6x6101 CFM8x4x410 CFM14x1410x10x812"30x1818"10x6x643 CFM10x6x6105 CFM10x10x810X10X814x1410x6x6102 CFM10x6x650 CFM10x6x650 CFM10x6x6105 CFM10x10x7101 CFM12x8x7151 CFM12"10x6x644 CFM(UNLESS OTHERWISE NOTED)JOB #:DRAWN BY:CHECKED BY:SCALE:CDE21.0018-PACSCALE: 1/4"=1'-0"CDE-JMSHEET: OF 10INITIAL RELEASE
DESCRIPTION:
REVISIONS
THIS DRAWING SUPERSEDES ALL PREVIOUS ISSUES.
022721
DATE:
0
REV
CDE-SS
DRAWN BY:
Fort Pierce, FL 34987
Donovan Residence
11770 Palomino Dr.
CHANGES PER EMAIL (032321)0324211 CDE-SS
PER TEXT MESSAGE 0407210408212 CDE-JA
ADDED DUCT LAYOUT0616213 CDE-SS
CHANGES PER EMAIL (061621)0714214 CDE-SSI CERTIFY TO THE BEST OF MYKNOWLEDGE AND BELIEF THAT THESEPLANS AND SPECIFICATIONS COMPLYWITH THE STRUCTURAL PORTION OFTHE FBC 7th EDITION FOR WIND ANDGRAVITY LOADS AS AMENDED ANDENFORCED BY THE PERMITTINGJURISDICTION.PAUL WELCH INC.MECHANICAL, ELECTRICAL, CIVILENGINEERING1984 S.W. BILTMORE ST. SUITE #114PORT ST. LUCIE, FL. 34984PHONE: 772.785.9888EMAIL: PWELCHINC@AOL.COMFLA REGULATION #: 29945