HomeMy WebLinkAboutFndtn & Framing Docs24'18'-1078"5'-118"71'-318"22'-8"5'-678"6'-818"8'-10"7'-11"7'-11"7'-11"6'-934"8'-434"15'-158"7'-834"15'-158"3'-1114"6'-934"18'-314"15'-738"7'-618"5'-234"13'-4"7'-518"6'-012"7'-518"32'-1"16'-114"8'-434"15'-158"24'-238"47'-834"7'-518"22'-1038"7'-834"7'-11"18'-314"7'-11"6'-934"5'-678"15'-158"7'-618"5'-234"13'-4"6'-012"24'18'-1078"5'-118"6'-8"8'-10"3'-1114"FOUNDATION PLAN2979-2983 FEN WAY DUPLEXESFIGURE NUMBERS-1KCF05/07/2021TRIPLEX FOUNDATION PLAN14" = 1'-0"FOOTINGS8" CONCRETE WALLSKNOCK OUTSPIERSLEGENDT.O.W 100'-0"T.O.F 96'-0"KNOCK OUTS-4D-8T.O.F 96'-0"T.O.P 99'-8"MST 12STRONG-TIEMST 12STRONG-TIEMST 12STRONG-TIES-4D-3KNOCK OUTKNOCK OUTS-4D-24" CONCRETE SLABW/THICKENED FOOTINGFF=100'-0" (TYP.)SEE CIVILS-4D-8S-4D-1KNOCK OUTT.O.F 96'-0"T.O.P 99'-8"MST 12STRONG-TIEMST 12STRONG-TIEMST 12STRONG-TIES-4D-3KNOCK OUTS-4D-8S-4D-2S-4D-8T.O.W 100'-0"T.O.F 96'-0"S-4D-11"0WARNINGIF THIS BAR DOES NOTMEASURE 1" THEN DRAWING ISNOT TO SCALEDRAWN BY:DATE:MST 12STRONG-TIEGENERAL NOTES:1. DESIGN DONE IN ACCORDANCE WITH THE 2018 IRC.2. GRADING TO SLOPE AWAY FROM STRUCTURE 14":12" MIN.3. 16 GAUGE 1-3/4" W/7/16" CROWN STAPLES USED FOR WALL ANDROOF SHEATHING (TYP) PER REQUIREMENTS OF IRC SECTIONR602.10.4. PROVIDE DAMP PROOFING ON ALL FOUNDATION WALLS UNLESSTHE SOIL TYPE REQUIRES WATERPROOFING.FRAMING NOTES:1. FLOOR JOIST TO BE 11 78" TJI SERIES 210 FLOOR JOISTS @ 24" O.C.UNLESS SPECIFIED DEFERENT.2. GLULAM BEAMS SHALL BE SUPPORTED BY (3) 2" STUD PACKFASTENED WITH SIMPSON 2-ACE POST CAPS AND PSQ CLIP ORAPPROVED EQUIVALENT. JOIST TO BE HUNG ON BEAMS WITHSINGLE JOIST HANGERS FACE MOUNTS BY SIMPSON OR EQUAL.3. ALL HEADERS FOR DOORS AND WINDOWS SHALL HAVE 3-2"X12"HEADERS SUPPORTED BY TWO JACK STANDS.4. WALL FRAMING SHALL BE 2"X6" EXTERIOR WALLS AND 2"X4"INTERIOR WALLS @ 24" O.C. MAX.5. 1ST LEVEL WILL HAVE A 2"X6" WALL BETWEEN EACH UNIT.6. 2ND AND 3RD LEVELS WILL BE SEPARATED BY A 1" AIR GAP WITH2"X4" FRAMED WALLS BETWEEN UNITS.7. STUD PACKS SHALL BE ADEQUATELY FASTENED TOGETHER TOACT AS A SINGLE MEMBER.8. FLOOR SHEATING SHALL BE MIN. 34" T&G SHEETING. FASTENEDPER REQUIRMENTSOF TABLE R602.3(1) OF THE 2018 IRC.FOUNDATION NOTES:1. TYPICAL FOUNDATION CONSTRUCTION TO BE 8" THICK WALLREINFORCED WITH #4 REBAR @ 18" O.C. VERTICAL AND 12" O.C.HORIZONTAL. PROVIDE ALTERNATE BENDS IN FOOTINGS.2. TYPICAL ANCHOR BOLTS TO BE 58"X10" @ 48" O.C. AND WITHIN 12"OF ALL CORNERS WITH 3"X3"X14" PLATED WASHERS, 1-1/2" MIN.COVER.3. ALL WALL FOOTINGS TO BE 18"X10". SEE PLAN FOR SPOTFOOTINGS4. PIERS WILL INCLUDE 30"x30" FOOTINGS WITH 12" SONOTUBECONCRETE FORMS. SEE DETAIL D-4/S-45. MINIMUM CONCRETE STRENGTH SHALL BE 4000 PSI GRADE 60REINFORCING STEEL.6. MINIMUM 24" OVERLAY LENGTH AT REBAR SPLICES.SLAB NOTES1. GARAGE SLAB WILL BE A 4" SLAB WITH A TOTAL SLOPE OF 2".SLOPING TO GARAGE DOOR.2. FOYER SLAB WILL BE A 4" SLAB WITH A MONOLITHIC POUREDFOOTING.3. SLABS MATT TO BE #4 REBAR 18" O.C.4. 4" MINIMUM OF 34" GRAVEL UNDER ALL SLABS OVER PROPERLYCOMPACTED NATIVE SOIL.DESIGN LOADS1. VERTICAL (SNOW IMPORTANCE, THERMAL AND EXPOSURE=101.1. ROOF DEAD LOAD = 15 PSF1.2. ROOF SNOW LOAD = 40 PSF1.3. FLOOR DEAD LOAD = 12 PSF1.4. FLOOR LIVE LOAD = 40 PSF2. LATERAL2.1. WIND SPEED = 115 MPH, EXPOSURE C, RISE CATIGORY II2.2. SEISMIC_DESIGN CATEGORYDUPLEX FOUNDATION PLAN14" = 1'-0"S-4D-44" CONCRETE SLABW/THICKENED FOOTINGFF=100'-0" (TYP.)SEE CIVILCLFTG(TYP.)2'-6"X2'-6"X8"THICKENED SLAB @STUD PACKS (TYP.)
9'-21316"14'-9316"24'6'-7"8'-412"17'-514"15'-638"1'5'-958"71'-318"6'-7"47'-834"9'-21316"14'-9316"24'6'-7"8'-412"17'-934"6'-7"1'5'-958"2ND FLOOR FRAMING2979-2983 FEN WAY DUPLEXESFIGURE NUMBERS-2KCF05/07/2021TRIPLEX 2ND LEVEL FLOOR FRAMING14" = 1'-0"1"0WARNINGIF THIS BAR DOES NOTMEASURE 1" THEN DRAWING ISNOT TO SCALEDRAWN BY:DATE:DUPLEX 2ND LEVEL FLOOR FRAMING14" = 1'-0"S-4D-5S-4D-5S-4D-7S-4D-6S-4D-7S-4D-6S-4D-10S-4D-10AASCALE 1"=1'-0"SECTION VIEW A-A8"X8" POST(3) 2"X8" BEAM2"X6" DECKSINGLE JOIST HANGERFACE MOUNT2"X8" LEDGER, FASTEN TORIM BOARD W/ 58" Ø LAGSCREWS @ 12" O.C.AABBSCALE 1"=1'-0"SECTION VIEW B-B2"X6" PLATEWALL SHEETING1-18" RIM BOARD11-78" TJI I-JOIST2"X6" DOUBLE TOP PLATESHEET ROCK34" SUBFLOORSHEET ROCKBBJOIST HANGERFACE MOUNT(2)1-7/8" RIM BOARD@ PORCHS-4D-10S-4D-10(3)2"X6" STUDPACK ABOVEAND BELOW(TYP.)5-1/2"X12"GLULAM WITH 3 JACKSTUDS FOR HEADERS OVER GARAGEDOORS BELOW (TYP)
24'2'11'-612"12'-338"12'-338"11'-2"12'-338"71'-318"12'-2"11'-778"11'-338"12'-2"11'-778"12'-2"2'11'-612"TJI @ 16" O.C.TJI @ 16" O.C.2'24'11'-612"2'12'-338"12'-338"11'-612"12'-2"11'-778"11'-778"12'-2"2ND FLOOR FRAMING2979-2983 FEN WAY DUPLEXESFIGURE NUMBERDRAWN BY:DATE:S-3KCF05/07/2021TRIPLEX 3RD LEVEL FLOOR FRAMING14" = 1'-0"1"0WARNINGIF THIS BAR DOES NOTMEASURE 1" THEN DRAWING ISNOT TO SCALEDUPLEX 3RD LEVEL FLOOR FRAMING14" = 1'-0"S-4D-5S-4D-9S-4D-6CSCALE 1"=1'-0"SECTION VIEW C-C2"X6" PLATEWALL SHEETING1-18" RIM BOARD11-78" TJI I-JOIST16" O.C2"X6" DOUBLE TOP PLATESHEET ROCK34" SUB FLOORSHEET ROCKCS-4D-5S-4D-9S-4D-6S-4D-10SIMPSON BA TOPFLANGE OR EQUALCCS-4D-10(2)1-3/4" RIMBOARDGLULAM 5-1/2"X12"CCCC(3)2"X6" STUDPACK BELOW(TYP.)TJI @ 16" O.CTJI @ 16" O.CTJI @ 16" O.CTJI @ 16" O.CWEB STIFFENERS
1'-0"1'-0"10"3'-2"(MIN)1'-0"STRUCTURAL DETAILS2979-2983 FEN WAY DUPLEXESFIGURE NUMBERDRAWN BY:DATE:S-4KCF05/07/20211"0WARNINGIF THIS BAR DOES NOTMEASURE 1" THEN DRAWING ISNOT TO SCALETYPICAL FOUNDATION DETAIL2-#4 REBAR18"X10" CONCRETEFOOTING8" CONCRETE WALL#4 REBAR 12" O.C.HORIZONTALS#4 REBAR 18" O.C.VERTICALS ACT.HOOKS WET SET2"X6" PLATE58"X10" ANCHORBOLTS @ 48" O.C.NATIVE SOILBACKFILL MIN. OF6" FROM TOP OFCONCRETECOMPACTED NATIVESOIL6" OF 34" GRAVEL4" CONCRETEGARAGE SLAB#4 REBAR 24"X24"MATTGARAGE DOORTHRESHOLD, SEALWATERTIGHT3-1/2" OF ASPHALT4" OF 1-1/2" ROAD MIX12" OF 6" PIT RUNCOMPACTED NATIVE SOIL500X ROAD FABRICSCALE 1"=1'-0"2"X6" PLATE1/2"X4" TITANSCREWS @ 48" O.C.4" CONCRETEFOYER SLABW/MONOLITHICFOOTING#4 REBAR 24"X24"MATT6" OF 34" GRAVEL2-#4 REBAR CONT.COMPACTEDNATVE SOIL12"X12"MONOLITHICFOOTINGS-4D-1COMPACTED NATIVESOILTYPICAL FOUNDATION DETAILSCALE 1"=1'-0"S-4D-2TYPICAL FOUNDATION DETAIL4" CONCRETEGARAGE SLABSCALE 1"=1'-0"S-4D-3TYPICAL FOUNDATION DETAILSCALE 1"=1'-0"S-4D-8TYPICAL FRAMING DETAILSCALE 1"=1'-0"S-4D-5SCALE 1"=1'-0"S-4D-6SCALE 1"=1'-0"S-4D-7SCALE 1"=1'-0"S-4D-9SCALE 1"=1'-0"S-4D-102"X6" PLATE716" WALL SHEETING1-18" RIM BOARD11-78" TJI I-JOIST2"X6" DOUBLE TOP PLATESHEET ROCK2"X4" PLATE34" SUB FLOOR11-78" TJI I-JOIST2"X6" DOUBLE TOP PLATESHEET ROCK2"X4" PLATE34" SUB FLOOR1-18" RIM BOARD11-78" TJI I-JOIST2"X6" DOUBLE TOP PLATESHEET ROCKSHER SHEETING1" AIR GAP BETWEEN UNITS2"X4" PLATE34" SUB FLOOR1-18" RIM BOARD11-78" TJI I-JOIST2"X4" DOUBLE TOP PLATESHEET ROCKSHER SHEETING1" AIR GAP BETWEEN UNITS34" SUB FLOOR34" SUB FLOOR11-78" TJI I-JOIST(NONE @ SIM)SHEET ROCKSINGLE JOIST HANGERFACE MOUNT5-1/2"X12" GLULAM BEAMTYPICAL FRAMING DETAILTYPICAL FRAMING DETAILTYPICAL FRAMING DETAILTYPICAL FRAMING DETAILTYPICAL FOUNDATION DETAILSCALE 1"=1'-0"S-4D-48"X8" POSTSIMPSON STAND-OFFBASEFINISHED GRADESEE CIVIL4-#4 REBARVERTICALS30"X30" SQUARE FOOTING4-#4 REBAR EACHWAY MATTCOMPACTED NATIVE SOIL12" ISOLATION JOINTW/SEALANT2-#4 REBAR18"X10" CONCRETEFOOTING8" CONCRETE WALL#4 REBAR 12" O.C.HORIZONTALS#4 REBAR 18" O.C.VERTICALS ACT.HOOKS WET SET2"X6" PLATE58"X10" ANCHORBOLTS @ 48" O.C.COMPACTED NATIVESOIL6" OF 34" GRAVEL4" CONCRETEGARAGE SLAB#4 REBAR 24"X24"MATTCOMPACTED NATIVESOIL12" ISOLATION JOINTW/SEALANT#4 REBAR 24"X24"MATT2-#4 REBAR18"X10" CONCRETEFOOTING8" CONCRETE WALL#4 REBAR 12" O.C.HORIZONTALS#4 REBAR 18" O.C.VERTICALS ACT.HOOKS WET SETCOMPACTED NATIVESOIL6" OF 34" GRAVELCOMPACTED NATIVESOILSIMPSON HHOS HANGEROR APPROVEDEQUIVALENTGLULAM 5-1/2" BEAM @ SIM