Laserfiche WebLink
c <br /> N� <br /> W, y <br /> z <br /> (JD <br /> x= <br /> �ro m-0^ 13•-D^ �,m <br /> T V h <br /> �Q- <br /> Q SLAB-ON-GRADE <br /> 24 STOOP P1-6 <br /> F —————— — —— 9 . <br /> ————— <br /> STUB <br /> I 2 arLL <br /> REBAR 18 Our <br /> EBA I - - <br /> (3 PLACES) I i _ 78 18 18 G <br /> ---- -- ----————— <br /> T. <br /> I y TVP sD7 <br /> I Q TYP z <br /> I I iB 1a 7B 'Z <br /> .. I <br /> IL I <br /> _J L J L J L J L J ' <br /> '2'-0" s_s„ s•_6" 6•6Yi' 6 s" 2 : I <br /> I I I co 0 <br /> I I <br /> 1 1 <br /> I W <br /> -o — ----- I I 0® ® Q <br /> L—J I_ L J — <br /> 18 24 t8 I- <br /> L ———————— ———- I Ur <br /> t <br /> m II II II IIII, --—-- ----h=>—'S O <br /> I U-6Ys 13•-0" � _W 4WJ— <br /> I I I I I I Q <br /> r— is <br /> SLAB-ON-GRADE I 2 <br /> PER PLAN NOTE I I S07 <br /> _... <br /> 2'-0' J 6'-6Yz'' 2-0 I (ELEV VARIES) I - <br /> I I F— <br /> I ILL! <br /> I I I I I <br /> ALL FRAMING OR HARDWARE ILL! <br /> OR SPECIFIED HO - O LLLLJ <br /> TO REMAIN UNCHANGED FOUNDATION PLAN NOTES. LL <br /> ` ILL fL I 1 Slab-on-Grade shall be 4'Ih .Slab she I be poured over('ce re ningGranular F G p G to finical Report See Arthitedural z O <br /> HD Owmngs for Slab Elevation Depression,and Slope requ renrents. } <br /> � � I I � I 6.3.. 3•-e,. I I I <br /> 24"MIN RAISED'— I STUB OUT- S N 2. Construction/Control Joint in Slabs are optional but recommended to control c(acking.Whe used,slab areas between joists shall Q <br /> STEM WALL RETURN I ( ) — ST O y� ��A 8„ be appro—ately square and 400-sf or less (� <br /> —--—KEBAB 18" �J` iyti o50 No�O STEP S7EM STEP J .. <br /> J ——_ O�9R LTEP v v J — ——————— ___ —— 3. The Contrador shall determine actual foot ng elevations based on final grades and site tend lions.Bollom of Footings shall be set L^L Z <br /> — _ on competent properly graded bearing so I below Frost Depth. ^) O <br /> —————————— 4. Anchor Bells for Eswnor Stud Walis shall bah accordance with P1-6 of the Shear Wall Schedule of 1/S06,u.o.n. r <br /> �01k rSTEP — 3PLACES rSTEP—_ -- — — , ,.NU -------- <br /> 91 tr�01 I I Njy 3 �A ro 5. See 10/S06 for Simpson to USP hardware conversion table. O <br /> I STUB OUT REBAR '4`O S07 tir P-2 <br /> I 18"(3 PLACES) _— — 0'o'v PER <br /> <o ATTACH 2.PORCH I 13/so7 LEGEND <br /> WALLS DIRECTLY — — — —— P- (H=6'-6") <br /> TO PORCH SLAB 7 <br /> -t—— —— 1 ATTACH 2x PORCH <br /> PER 12/S07 —.__.. SLAB-ON-GRADE S07 WALLS DIRECTLY XX DETAIL CALL-OUT <br /> _... .._.._-..-.... ..__ PORCH SX.X TO PORCH SLAB <br /> PER 12/S07 <br /> REFER TO ARCH'L 1-X ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 11S06 <br /> SLAB-ON-GRADE v� SECTION D3814 FOR <br /> PORCH SO/ FRONT PORCH <br /> FOUNDATION B- <br /> SON-GRADE PER PLANNOTE 1 <br /> CONSTRUCTION _ ob <br /> REFER TO ARCH'L m <br /> SECTION D3514 FOR r0� FOUNDATION WALL y <br /> FRONT PORCH L———J <br /> FOUNDATION 2'-SYp" 6'-g" 16'-3" 0 RAISED FOUNDATION WALL <br /> CONSTRUCTION 10'-6Yz' 1'-3" 1'-11" 2•-4Yi' <br /> 30'-0" O BEARING OR SHEAR WALL ABOVE a <br /> EXTENDED FRONT PORCH OPTION-ELEV.'A' F <br /> CRANK SPACE POST BELOW <br /> o <br /> XX FOOTING CALL-OUT SEE 5/S07 W <br /> w <br /> STEP STEP TOP OF STEM WALL <br /> 114"=r-D" 0 1 2 4 8 16 S 0 2 A <br />