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wy <br /> Ld <br /> C) a =G <br /> Vo E n= <br /> 30'_0" G <br /> w� <br /> a =� <br /> 0 <br /> SLA&ON-GRADE m m <br /> STOOP <br /> 1-4 V b <br /> STUB OUT <br /> REBAR 18" W 8W <br /> (3 PLACES) y� <br /> 2 �a <br /> I I I so7 2 - <br /> TYP f:Ll <br /> I I <br /> 2.0. 4'-3) 4'_3" 5'-4Ys B_1„ 6'_0" 2'-0' ZS T <br /> TYP <br /> ��f agyN <br /> 4 <br /> Sol Apt z' <br /> r (18� ,e 2a 2O4 a qe B �� <br /> r (— r r r �Uyvwy tis <br /> ® I ® I �._'_.T� I I I I ® I <br /> L �- LJ <br /> F- <br /> 00 <br /> I <br /> L L®J L® I L <br /> Uj <br /> -I- <br /> �_ Z <br /> F- Q <br /> I � - — —may----- ^p; i I� q � � <br /> �, I I z t <br /> W s-1Y O ZO <br /> I j Q <br /> 42 \ 2 <br /> sm W � <br /> r—� r—�I W <br /> +® ® II ®II Imll I <br /> I JI SLAB-ON-GRADE <br /> PLAN NOTE <br /> o <br /> L J I PER PLAN NOTE 1 <br /> (ELEV VARIES) <br /> 2'0" 3'-1Yz <br /> ALL FRAMING OP.HARUWAkr. .a <br /> NOT I- 14 OR ePECIFIED <br /> TO REMAIN U 4 IANGED <br /> W <br /> i STUB OUT III STUB OUT l l <br /> I S7 REBAR 1e" I UJ <br /> REBAR 15" I I STEP � W <br /> (3 PLACES) (3 PLACES) — O I.LI <br /> :I LI FOUNDATION PLAN NOTES: — <br /> I rQ.. — .er Free Drain ng Granular F•II per Geotechnwal Report.See Ach teetural 0 <br /> L _ _ STEP, ——J I a _ ATTACH 2x PORCH WALLS S07 1. Slab-oh-Grade shall e 4 thick.S a�hall a tl c remems. z <br /> �,•„_ _, DIRECTLY T PORCH SLABDwIlly(o(SIA SIeve(IUA DepfeB'of A SI,OC6(el <br /> ' �, STEP L PER,2/S07 O _ r nmentletl to control cracking.When used slab areas between to sss shall Q Q <br /> A ti v in I'I ...T+- -- '---- 2 be appu,i /Cons4JointSIb re optionalbut rac <br /> be approzimately square and 400-ct or la <br /> nP ^ ....... p� 4 p —.....+.—--- 3 The Contractor shall detente 1e actual root ng al hor�based on final grades and site Conditions.Bog0111 Of FoolillgS Shall Do Sat <br /> av on competent properly graded bearing so 1 below Frost Depth. � O <br /> 4 Anchor Bolts for Exterior Stud Walls shall be In accordance with PI-6 or the Shear Well Sahetlule or 11SOG,u.o.n. <br /> _ SLAB UN-GIWOE " O U <br /> 2 9 p _ PORL,f I 2',B„ SLAB-ON-GRADE 5. SBB 101806 for Simpson to U5P hardware Conversion table, Q <br /> ___ <br /> LL <br /> —.. .. -- - <br /> 1 <br /> HD <br /> —'� -"- REFER TO ARCH'L SECTION LEGEND <br /> 1'-10Yx" �� AT-1 ACH 1�PORCH J 4'�' _ — <br /> ,I PER 12 SO TO PORCH.LHE D38/4 FOR FRONT PORCH <br /> REFILFORFRONTPORCH �,� 5`7Y°— fi'•8" FOUNDATION CONSTRUCTION <br /> a - x D384 F OR FRONT <br /> PORUUI-IC.r! DETAIL CALL-OUT <br /> REhcr:IOARCFI'1.SECTliiia 8'-1" 3'•9" 15'-3" P-SYi' S.X <br /> 1'-5Yz" <br /> ' 7P-1—X] ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1/606 <br /> 30'-0" <br /> EXTENDED FRONT POI,CH OPTION-ELEV.'A' <br /> a <br /> _ —_ --— SLAB-ON-GRADE PER PLAN NOTE i <br /> m <br /> LOJ FOUNDATION WALL ran <br /> —--------------- <br /> I� RAISED FOUNDATION WALL <br /> of <br /> BEARING OR SHEAR WALL ABOVE a <br /> L <br /> IQ <br /> CRAWL SPACE POST BELOW � o <br /> XX FOOTING CALL-OUT SEE 51517 L <br /> I <br /> STEP STEP TOP OF STEM WALL <br /> 4 8 i6 I S02A <br />