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HomeMy WebLinkAboutA3 FNDN & FRMG PLAN & DETAILS?30' - 0"36' - 0"30' - 0"17' - 0"18' - 0"12' - 0"11' - 3"8' - 5"16' - 4"10' - 9"8' - 0"11' - 3"12' - 0"36' - 0"3' - 0"JOIST SPACING 12" o.c.@ BATH ROOMS & LAUNDRYJOIST SPACING 12" o.c. @ KITCHENCRAWL SPACE ACCESS16" x 24" MIN.PT 4x4 POST, TYP.3 1/2 x 9 1/2 GLB GIRDER,TYP.PT 4x6 POST,TYP.9 1/2" BCI 5000 @ 16" o.c.FOUNDATION NOTES1.R408.3 CRAWLSPACE VENTILATION REQUIREMENT:1sf VENTILATION AREA/300SF CRAWLSPACE.VENT OPENING TO BE WITHIN THREE FEET OF A CORNER.CRAWLSPACE AREA= 1107 sf/300nsfva/sf= 4 sf NFVA4 nsf VENT AREA REQUIRED.73si NFVA/VENT = .5 NSFVA/VENT8 VENTS REQUIRED = 8 PROVIDED1' - 0"1' - 0"8x16 FOUNDATION VENT, TYP.7' - 8"NOTE TO FRAMER:AT DROPPED FLOOR SYSTEM FOR FLUSHENTRY, DROP I-JOISTS INSIDE OFFOUNDATION. ALL NON-TREATEDMATERIAL TO HAVE SEPARATION FROMCONCRETE WALL. TAR PAPER ENDS OF ALLJOISTS.HANG I-JOISTS 3" LOWER FOR CURBLESS SHOWER PAN12' - 0"10' - 4"3A2A34A36A3524"SQ.x10" DEEP FOOTING W/(2) #4 E.W.,ABU46 POST BASE W/5/8"x6" WEDGE ANCHOR4x6 DF#2 POST FROM FOOTING TO TOP OF 8' WALL. FILL WEBS ON JOISTS AND INSTALL FULL DEPTH 1 1/4" THICK LVL BLOCKING AROUND POST. ATTACH BLOCKING. TO POST W/(2) LEDGERLOK LL358 SCREWS ON TWO SIDES. SEE DETAIL 11/S1CS1S18CS1CS1S1ATYP. U.N.O.S1BS1BHDU2 ON DBL 2x STUDSSTB20 ABHDU2 ON DBL 2x STUDSSTB20 ABHDU2 ON DBL 2x STUDSSTB20 ABHDU2 ON DBL 2x STUDSSTB20 ABHDU2 ON DBL 2x STUDSSTB20 ABHDU2 ON DBL 2x STUDSSTB20 ABHDU4 ON DBL 2x STUDSB 5/8"x24" AB22ABOVEABOVE3 1/2 x 9 1/2 GLB GIRDER, TYP.EXTEND STEMWALL1' PAST HOLDDOWNS3' - 0"2' - 9"3' - 0"1' - 0"1' - 6"3' - 0"5' - 0"2' - 0"7' - 0"7' - 0"6' - 0"6' - 0"9 1/4' H STEP9 1/4" H STEP6' - 0"4' - 9"7' - 2"1' - 0"3"6"6"9 1/4" H STEP9 1/4" H STEP3' - 0"2' - 0"6' - 6"14' - 0"1' - 7"4' - 10"12"W x 6" D CONC. FOOTING, TYP. U.N.O.A36A35A333 1/2 x 9 1/2 GLB GIRDER5' - 3"3 1/2 x 12 GLBFLUSH FRAME 3 1/2 x 9 1/2 GLB ,TYP. PT 4x6 POST, TYP.PT 4x4 POST, TYP.6"6"12"W x 6" D CONC. FOOTINGHANG I-JOISTSPROJECT NORTH5' - 0"3:12 TYP.3:12 TYP.5' - 2"8' - 0"3:123:12EAVE OVERHANG, TYP.1' - 6"38' - 0"15' - 10"11' - 3"10' - 11"RAKE OVERHANG, TYP.1' - 0"3A2ROOF NOTES:1. TYP. HEADERS 4X8 DF#2, U.N.O.2 ROOF FRAMING TO BE BCI-JOISTS 6000 SERIES @ 24" o.c.3. ROOFING TO BE STANDING SEAM METAL ROOFING, 26 GA, 12" W PANELS, 1"H SEAM MINIMUM, CONCEALED FASTENERS. CHAMPION SNAP-LOC OR EQUAL.2x4 OUTLOOKER, TYP.2X4 OVERHANG RAFTER, TYP.5 1/2"x 12 GLB22 222AT CLERESTORY10S1S16S15S177S1S15S1511 7/8" BCI 6000 I-JOISTS 24" o.c.2x6 RAFTERS 16"o.c.2x6 RAFTERS @16"o.c.5 1/2x12 GLB4x10 DF#2DOOR HEADER4x8 DF#2DOOR HEADER4x8 DF#2DOOR HEADER4A211 7/8" BCI 6000 I-JOISTS 24" o.c.PROJECT NORTH6"CRAWLSPACEI-JOIST PER FRAMING PLANGLB PER FRAMING PLAN#3 BARROOFING SHINGLECONT. CONC.FTG PER PLANPT POST PER PLANI-JOIST BLOCKINGPLYWOOD GUSSET12"6"CRAWLSPACEROOFING SHINGLE#3 BAR(2) #4 CONT.6 MIL. POLYETHYLENEVAPOR BARRIERPOST PER PLAN1"4" DIA. PERFORATEDFOOTING DRAINCONSTRUCTION JOINTOPTIONALSTORM DRAIN TO DRYWELL(2) #4 BAR CONT. AT BOT.6"#4 'J' BAR @ 24"o.c.(1) #4 BARCONT. @ TOPP.T. 2X6 SILL PLATENOTES:1. 'J' BARS SHALL BE TIED IN PLACE AT SHEAR WALL OR BRACE WALL LOCASTIONS PRIOR TO POURING FOOTING.2. INSTALL 'J' BAR WITHIN 6" OF ANCHOR BOLT OR STRAP HOLDOWN.JOISTS PER PLANR30 INSULATION4" THK. CONC. w/6/6/10/10 WWM OR FIBERMESH2" SANDUNDISTURBED EARTH OR COMPACTED FILLSELF-HEALING, SELF-ADHERINGWATERPROOF MEMBRANE FLASHINGBETWEEN WOOD AND CONCRETE, TYP.PT POST PER PLAN SETON ROOFING SHINGLEGIRDER PER PLAN#3 BARBOTTOM OF FOOTING TO BE MIN.12" BELOW FIN. GRADE, TYP.1/2" DIA. ANCHOR BOLT ON 3"x3"x1/16"PLATE WASHER @ 48" o.c. U.N.O.4'-0" H (MAX.)STEMWALL HEIGHTPER PLAN1' - 3"6"3"6"6"4" DIA. PERFORATEDFOOTING DRAINCONSTRUCTION JOINTOPTIONALSTORM DRAIN TO DRYWELL(2) #4 BAR CONT. AT BOT.6"#4 'J' BAR @ 24"o.c.(1) #4 BARCONT. @ TOPP.T. 2X6 SILL PLATENOTES:1. 'J' BARS SHALL BE TIED IN PLACE AT SHEAR WALL OR BRACE WALL LOCASTIONS PRIOR TO POURING FOOTING.2. INSTALL 'J' BAR WITHIN 6" OF ANCHOR BOLT OR STRAP HOLDOWN.JOISTS PER PLANR30 INSULATIONUNDISTURBED EARTH OR COMPACTED FILLSELF-HEALING, SELF-ADHERINGWATERPROOF MEMBRANE FLASHINGBETWEEN WOOD AND CONCRETE, TYP.BOTTOM OF FOOTING TO BE MIN.12" BELOW FIN. GRADE, TYP.1/2" DIA. ANCHOR BOLT ON 3"x3"x1/16"PLATE WASHER @ 48" o.c. U.N.O.1' - 0"3"3"6"6"3/4" T&G PLYWOOD SUBFLOOR. GLUED AND NAILED.BLOCKING TO MATCH JOIST PER FRAMING PLANDATE:REVISIONSKARLA FORSBECK, WA ARCHITECT #6001520 N. SEQUIM AVE. SEQUIM WA 98382360-477-5473karla@dungenessdesign.comPARCEL NUMBER #063000-10-3130A38/31/2020DAGNY LORD & SCOTT SCHAEFERLORD SCHAEFER RESIDENCEW. SIXTH ST., PORT ANGELES, WA 98363FOUNDATION &FRAMING PLANS &DETAILS1/4" = 1'-0"1FOUNDATION PLAN1/4" = 1'-0"2ROOF FRAMING PLAN1/2" = 1'-0"5SECTION @ GIRDER1/2" = 1'-0"6SECTION @ POST1/2" = 1'-0"4PERIMETER FOUNDATION @ DROPPED JOIST1/2" = 1'-0"3TYPICAL PERIMETER FOUNDATIONPERMIT DRAWING