1610 106TH PL SW A,B 2024-11-08 - Laserfiche WebLink

r"Fiield7 Report 60'-0" p 16'-6" 19'-6" 13'-6^ tgFdng works shengly tiadmpl"n"nd veR Copydght=3 FI"td Report,02=Fald Rkpo 160 FOOTINGS TO BE IB" FOUNDATION NOTES FgqRN.VggECCNppTEES��TYppP. MINIMUM BELOW GRADE MINIMUM BELOW GRADE �ROUIRED(3)ESHOWN TYP 1.PROVIDE CRAWLSPACE DRAIN AT LOW POINT TYR P.gg��RR DD IN CRAWLSPACE. 1 EQUIRED 3)SHOWN #HTT6KT —#HTT5KT #HTT6KT —— #HTT5KT 2.SLOPE ALL CONCRETE STOOPS AND/OR PATIOS 4„ ONC SLAB AB N 1/4"PER FOOTAWAY FROM DOORWAYS. #HTTBKT 71KT TT5KT *ITT6KT R V 3.0)VENT IS TO BE LOCATED WITHIN 3 FT OF tr 4:: N,S1A —�— — —— SLOPED I/4'FT. EACH CORNER SLOPEDVI/4 — §• § 4.ALL WOOD IN CONTACFWITH CONCRETE SHALL BE J I I 1 II II II 11 II 11 11 II t a PRESSURE TREATED OR CEDAR. EI RI14WL SP L————————————— 6.PER IRC R318.1.2,ALL FIELD END CUTS,NOTCHES,AND C S1 MI POLY Y NE DRILLED HOLES OF PRESSURE TREATED WOOD SHALL O RIE TOT PO FTG BE RETREATED IN THE FIELD IN ACCORDANCE _____—_ R GRf+W6 SRIAGE II 12" P� LS MS I WITH AWPA M4. C 16 IL P LY YLEN BAR IERT TOP FFT S ICES N9 FE ON I 6.FASTENERS INTO GRIN CONTACT WITH PRESSURE W/l'lAP AL 24 x12" TREATED OR FIRE-RETARDENT WOOD SHALL BE OF II III qx I (2)IT 4'e WONTI I HOT DIPPED GALVANIZED STEEL STAINLESS STEEL, 11 11 II 11 1 II I 11 I 4"x�S O T.0 EC. G.W 11 I I 11 § SILICON,BRONZE,OR COPPER. 114,�� 1 4' I��n RD D(CEPTION•1l2INCH DIAMETER OR GREATER m I II 1(2)#41gCogiT• II �" <'o a STEEL BOLTS I 1 A 7.PROVIDE SOLID BLOCKING UNDER BEARING WALLS. UA q, n ,fin 4,� 4' „ 4,�n q,-q„ 7 z8 #2 ( A7 8.PROVIDE6 MIL MS TO TO VAPOR BARRIER WITH UT A OVERLAP AT SEAMS TO TOP OF FOOTING THRU-OUT A7 1 I 1 I I CRAWLSPACE. DF II I II I I QIII I I I A 9.ALL FLASHING TO BE IN COMPLIANCE WITH I I 0 a II (2) 10 20181RC,SECTION R703.4.R II II II II II II II II II _ (z) o 14 II II II CRAWL SPACE VENTILATION A 'c 0 � PER 20181RC SEC.R408.2 tv I I I o11 11 11 11 11 11 11 111 A 780 S.F.OF CRAWL SPACE AREAMO I I I I II 780 9S.F.x 1,500 4IN/.F. Q 11 II II II II III I II I II II I II I II .52/.75=.69 S.F. 695.F.x1441N/S.F.=99.365.1. I II II III II II II LII II II II II I 100 S.I.TOTAL VENT AREA REQUIRED 3' 3'- 7 p 1 I I 1 pF #STHD14 VENT AREA=108 SI EA VENT #STND14 1 _ _ _ _ _ 100/108=.93 NUMBER OF VENTS REOUIRED 11 ——————————_ 3 TOTAL VENTS PROVIDED x DF — >r ———__—— _— #STHD14 #STHDT4 FLOOR FRAMING NOTES "n KLP HOMES 11 II II 4 #STHD14 L2xIIND 2z12 FLOOR JOISTS@16"a.c TYPICAL �j 1 11 #STHD14 2x12 FLOOR JOIST 1 11 11 11 II 11 llla II 11 1 $ UN LESSNOTED OTHERWISE W2x II I III II II II 1 R-38INSULATION b 4 STOCK souDBLocKING@BEARwG. III II l II IS TYp. �� a S — -- r Ae 1 -0n II J�� II II 319 2 aq.a N. 3A 34 rJ, 4"CONC.SLAB ON x8 F#2 I I ON STAMPED GRADE DF 4"CONC.SLAB ON I SLOPE 3"TO O.H.DR 4"GRANULAR BED ON STAMPED GRADE SLOPE 3'TO O.H.DR 9 I I 18 z24� I I II II I 'gpW II p l I 11 INE II Ih IIl II sp 1p II 1 ACCCE6 II SEESTRUCTURALFOR I S8 6 FOOTING DESIGN SEE STRUCNRALFOR —IHI—III Rma„F FOOTING DESIGN I'AIRSPACE 1 BETWEEN WALLS SEE STRUCTURAL FOR — II II I I I I BEAM DESIGN I II II II II III I CONT.FOOTING y II SEE STRUCTURAL FOR GO.H DOOR _____ v q I BEAM DESIGN —---- —----———— J v I 0 Fe NG EDGEOFSLAB L----- �tLDodr: _ _ __ r I I1 II II II II III II II I I II III II II l I l l I II II II I 4 4 Ill I I SEE STRUCTURAL FOR #HTTSKT RAISED FOOTING DESIGN 9 iH Y 4 r N ooRRqq EE 88 r 44 CppyMPACILLLLLEB O H 40MP�CI�THN SLOPED I/4 yC q L FI N J J SLOPED I/4 . L FOOTINGS BE MINIMUM BELEL OW G GRADE FOOTINGS TO BE IB" 2" 2^ 111/2" TYP, gFNxtMMh MINIMUM BELOW GRADE 1T-4" 16'-9" '-71/2 '-71/2 16'-q^ 11 V2" 2" 1T-4" 2^ • TYR60'-0" G wa FOUNDATION PLAN ggkk N.— 1 SCALE: 1/4"=T-O" FOUNDATION PLAN A3