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HomeMy WebLinkAboutCT 72-34; Seaport; Composite Summary of Foundation; 1976-01-11PACIFIC SOILS ENGINEERING, INC. 17921 SKY PARK ClRC& (SVITE G, IRVINE. C&L,F. 1)2714 TELEPHONE: ,714) 557.9450 Newport Shores Builders P.O. Box A Huntington Beach, CA 92658 Attention: Mr. Mike Jager LA. COUNTY OFFlCE 1402 w. 240th street H*rbor city, 0. 90710 ,213, 325.7272 or 775.6771 “ENT”R* COONTY OFFICE Post o“bce BOX 75 Thousand claw, ca. 91360 ,213, 889.9919 ,805~ 495.6513 January 11, 1976 Work Order 100236A Subject: Composite Summary of Foundation Requirements for Residential Lots 2-43 incl., 45-134 inch., and 136-329 incl.: Tract 72-34, in the City of Carl&ad, California R’TEIVED References: Project Soil Engineering Grading Reports for the JAN 13 1977 Subject Tract: by Pacific Soils Engineering, Inc. (W.O. 100236A), dated October 8, 14, 19, 26, 29, November 3, 11, 18, 29, December 7, 15 CITY 06 Bulldhx and 27, 1976. Department CAR&BAD As requested, this report presents a summary of foundation recommendations for the above subject residential lots. Attached are sheets 1 through 13, presenting the requirements. Tabulated on Page 2 are the lot groups, keyed to the grading report date and the attached foundation requirement sheet. Respectfully submitted, PACIFIC SOILS ENGINEERING, INC. Reviewed by: By: ALAN J./+$UP, ij&.E. 18431 REX P. KETTER, Vice President Dist: (6) Addressee AJJ:RPK/vII Work Order 100236A January 11, 1977 Page Two Lot No.‘s 2- 15 16- 19 20 - 28 29 - 43 45 46 - 50 51 - 70 71 - 83 84- 90 91 - 98 99 loo- 105 106 - 126 127 - 129 130 - 133 134 136 - 143 144 - 157 158.- 168 169 - 175 176 - 183 184- 205. 206 - 228 229 - 231 232 - 278 279 - 290 291 - 298 299 - 305 306 - 319 320 - 326 327 - 329 Report Date October 26, 1976 October 14; 1976 October 8, 1976 November 11, 1976 November 3, 1976 October 19, 1976 November 3, 1976 November 11, 1976 November 3, 1976 October 14, 1976 October 29, 1976 October 19, 1976 October 29, 1976 October 19, 1976 October 14, 1976 October 19, 1976 November 29, 1976 December 7, 1976 November 29, 1976 December 7, 1976 November 29, 1976 November 18, 1976 November 29, 1976 November 29, 1976 December 15, 1976 December 7, 1976 December 27, 1976 December 7, 1976 December 27, 1976 -December 7, 1976 December 27, 1976 PACIFIC SOILS ENOINEERINO, INC. Attached Sheet No. 4 2 1 7 6 3 6 7 6 2 5 3 5 3 2 3 9 11 9 11 9 9” 10 12 11 13 11 13 11 13 SC3iLS E~~GiRtlEERl~lG, Ililc, GJ IHWNC. CALIF. 927L4 0cto’:er P, 1976 rl D’I FOOTING epth hinf. SUMMARY OF FOUNDATiON REQUIRE/VIEp:TS TRACY NO. 72-34 (Model Lois) A- D- E- L? H- 1; J- K- L’- x- ,LEGEND 12”; B - 18”; C - 24” below lowest adjacent grade One (1) No. 4 rebor at top and one (I) at bottom Two (2) No. 4 rebors ct top and two (2) at bottom One (1) No. 5 rebar at top and one (1) at bottom Six (6j inch by six (6) inch - No. 10 by No. 10 welded wire mesh, or equiva!ent. Six (6) inch by six (6) inch - No. 6 by No. 6 welded wire mesh, or equivolent. NO. rebars, -inches on center both ways. . A moisture content of optimum moisture required to a depth of 12-i,nches below slab subgrcde Presoturotion of slab subgrade required to 105 percent of optimum moisture to a depth of li-inch below slab subgrade. Slab subgrade moisture to be verified by the soil engineer, prior to placement of vizqueen rend reinforcement. NO SPECIAL REQUIREMENT . Note.: 1) ~kterior footings for 2-story structures must have a minimum embedment of 18-inches below grade. 21 Exterior footings for 3-story structures must have a minimum embedment of 2Pinchcs below grade; interiors, l&inches belcw grade. gjj+ /p+~,:! PACIFIC SOILS ERIEINEE~IMG, 1x6;. 1,921 SKY PRRK CIRCLE <SUITE G, IRVINE. CALIF. 92714 -;;g:.j) TkLFPHONE: (714) 557-9450 October 14, 1976 FOOTING “pill I Rzinf. Slcb ’ Moist. Lot Ext. I Int. I Ext. I Int. R-zinf. Ren’t. SUMMARY OF FOUNDATiC:N REQUIREMEP~X TRACT NO 72-34 Sheet 2 Sheet 2 FOOTi>~iG FOOTi>~iG Depiai Depiai I I Reini. Reini. . Slab 1 VW ~j . Slab 1 VW ~j t ,ni: t ,ni: Lot Lot Ext. Ext. lnt. / Ext. lnt. / Ext. 1 Inf. 1 Inf. Reinf. Reinf. F:zp 1; F:zp 1; i i I I .-+ .-+ !----1 !----1 ! ! I I LEGEND ..- -. A- D- E- F- .Gr Y- J- K- 12”; B - 18”; C - 24” below lowest adjacent grcde One (1) No. 4 rebar at top and one (I) at bottom Two (2) No. 4 rebars at top and two (2) at bottom One (1) No. 5 rebar at top and one (1) at bottom Six (6) inch by six (6) inch - No. 10 by No. 10 welded wire mesh, or equivalent. Six (6) inch by six (6) inch - No. 6 by No. 6 welded wire mesh, or equivalent. No. rebars, -inches on center both ways. _~ A moisture content of optimum moisture required to a depth of 12-inches below slab subgrode Presaturation of slab subgrcde required to 105 percent of optimum moisture to a depth of 12-inche below slab subgrade. 1’ - x- Slab subgrade moisture to be verified by the soil engineer, prior to placement of visqueen and reinforcement. NO SPECIAL REQUIREMENT t Note: 1) Exterior footings for 2-story structures must have a minimum embedment of 18-inches i) below grade. Exterior footings for 3-story structures must have a minimum embedment of 24-inches &low grade; interiors, 18-inches below grcde. PIATF A PACIi=IC SOILS ENGINEERING;, ixc. 17921 SKY PAr=cK ClRCLE (SUITE G, IRVINE. ‘ALIF. 92,I.j TELEPHONE: (714, 557.9450 SUMMARY OF FOUNDATiON REQUIREMENTS TRACT b!O. 72-34 Sheet 3 FOOTi:~:~G Depth Reinf. Slob Mo,ic. 1.0: Ext. 1 lnt. / Ext. ) Int. Reinf. ,Rq I . LEGEND . .~.~... -. . A- 12”; B - 18”; C - 24” below lowest udjacent grcde D- One (1) No. 4 rebar at top and one (I) at bottom E- Two (2) No. 4 rebars at top and two (2) at bottom One (1) No. 5 rebar at top and one (1) at bottom EG1 Six (6) inch by six (6) inch - No. 10 by No. 10 welded wire mesh, or equivalent. - r- No. Six (6) inch by six (6) inch - No. 6 by No. 6 welded wire mesh, or equivalent. rebors, -inches on center both ways. _~ J- A moisture content of optimum moistvre required to o depth of 12-inches below slab subgrcde K- Presoturction of slab subgrode required to 105 percent of optimum moisture to o depth of 12-inch1 L’ - below slab subgrade. Slab subgrade moisture to be verified by the soil engineer, prior to placement of visqueen end reinforcement. x- NO SPECiAL REQUIREMENT . Note: 1; Exterior footings for 2-story structures must have o minimum embedment of 18-inches 2) below grade. Exterior footings for 3-stor$ structures must have a minimum embedment of 24-inches below g&e; interiors, l&inches below grade. ‘. I PLATE “A” October 26, 1976 I 1 FOOTING I I 1 A- if- ;r : H- I ,- J- K- L’ - X- WMMARY OF FOUNDATION REQUIREP,EI<TS TRACT NO; 72-34 Sheet 4 - iOOTi t(G D.e$:7 i i Ext Reinf. Slab MO I Lot Ext. I 1r.t. . 1 Int. Rcinf. i D-., 12”; B - 18”; C - 24” below lowest adjacent grade One (1) No. 4 rebar at top and one (I) at bottom Two (2) No. 4 rebars at top and two (2) at bottom One (1) No. 5 rebar at top and one (1) at bottom Six (6) inch by six (6) inch - No. 10 by No. 10 welded wire mesh, or equivalent. Six (6) inch by six (6) inch - No. 6 by No. 6 welded wire mesh, or equivalent. NO. rebars, -inches on center both woys. . A moisture content of optimum moisture required to a depth of 12-inches below slab subgrode Presaturation of slab subgrade required to 103 percent of optimum moisture to a depth of 12-inct below slab subgrade. Slab subgrade moisture to be verified by the soil engineer, prior to placement of visqueen and reinforcement. NO SPECIAL REQlJlREMENT . Note: 1) Exterior footings for 2-story structures must have a minimum embedment of I&inches below grade. 2) Exterior footings for 3-story’structures must hove a minimum embedment of %-inches below grade; interiors, I&inches below grade. PLATE “A” 5=1lLS ENG;NEEZIP~:S, [;i!c. 17921 SKY PARK ClRCLE (SUITE G, IRVIEIE, CALIF. “?!,)4 October 29, 1975 I I FOOTING I I I SIJN,MARY OF FOUNDATION REQUIREMENTS TRACT NO. 72-34 Sheet 5 1 I I I I 1 I I I I I I I I 1 - LEGEND A- D- E- L-7 ; H- I- J- K- L’ - 12”; B - 18”; C - 24” below lowest cdjccent grade One (1) No. 4 rebor at top and one (I) at bottom : Two (2) No. 4 rebars at top ond two (2) at bottom One (1) No. 5 rebcr at top and one (1) ct bottom Six (6) inch by six (6) inch - No. 10 by No. 10 welded ‘wire mesh, or equivalent. Six (6) inch by six (6) inch - No. 6 by No. 6 welded wire mesh, or equivcient. No. rebcrs, -inches on center both ways. A moisture content of optimum moisture required to a depth of 12-inches below slab subgrcde Presaturction of slab subgrcde required to 105 percent of optimum moisture to a depth of 1%inch below slab subgrade. Slab subgrcde moisture to be verified by the soil engineer, prior to placement of visqueen cnr! ,reinforcement. x- NO SPECIAL REQUIREMENT Z - See lteni 12, b, 1, on Pages 6 and 7 of this report. ’ Note: 1) -* - Exterior footings for 2-story structures must have c minimum embedment cf 18-inches 5elow grade. 2) Exterior footings for 3-story structures must have a minimum embedment of 24-inches below grade; interiors, 18.1inches below grade. PLATE A ?j??$fij: PACIFIC SCJiLS ER!GINEEfilh!G, INC. , y&r 17921 SKY PARK CIZCLE (SUITE G, IR”!NE. C4I,F. 92714 &-a; TELEPHONE: (714) 557-9450 November 3. 1976 SUMMARY OF FOUNDATICN REQUIREMENTS TRACT NO. 72-34 .e... v FOOTiNS Depth I ,Reinf. Slab Moist. I FOOTirJG De& I Reinf. Slob 1 ~n:r Lot Ext. I Int. 1 Ext. 1lr.t. Rcinf. Recr’t. 45 51 52 53 A IA ID ]~Di G IJ A 1 A Ix Ix] G IJ 4 A 1 A ) x 1 x 1 G IJ A IA IX 1x1 G IJ ! Lot Ext. Int. / Ext. 1 Int. Kf. 1 ‘G 88 A A ! D ! G J 89 A A :Dl: G J 90 A A iD ID G J I I I I 58 59 60 61 L 63 64 65 66 67 68 69 A A A A A A A A A A I I A n D G J I I A D D G J A D D G J A D D G J A- :- F- G? I”- J- K- 1’ - X- 12”; B - 18”; C, - 24” below lowest adjacent grade One (1) No. 4 rebar at top and one (I) at bottom Two (2) No. 4 rebars at top and two (2) at bottom One (1) No. 5 rebar at top and one (1) at bottom Six (6) inch by six (6) inch - No. 10 by No. 10 welded wire mesh, or equivalent. Six (6) inch by six (6) inch - No. 6 by No. 6 welded wire mesh, or equivalent. No. rebors, -inches on center both ways. A moisture ccntent of optimum moisture required to a depth of 12-irzhes below slab subgrade Presaturo:ion of slab subgrade required to 105 percent of optimum moisture to a depth of lil-Each below slab subgrade. Slab subgrade moisture to be verified by the soil engineer, prior to ;:lacement of visqueen and reinforcement. v NO SPECIAL REQUIREMENT . Note:’ 1) Grterior footings for 2-story structures must have a minimum embedment of 18-inches below grade. 2) Exterior footings for 3-story structures must have a minimum embedment of 2Ginches below grade; interiors, IS-inches below grade. ,~ . . :FT PACIFIC SOILS ENGINEERiNG, WC, &-.li,‘ 17921 SKY PARK ClHCLE ISUITE G, IRVINE, CAL,l=. 92714 ‘r;g& TELEPHONE: (714, 557-9450 November 11, 1976 74 c IB EorF EorF G.Z K.L 75 c 1B 76 C IU EorF EorF G,Z K,L 1 EorF EorF G.Z K.L . 77 c /B E or F E or F G.7 78 A IA n i l-l c, I SUl&:dP.RY OF FOU?.JDATiON ?.EQU:RE!V:EI~:TS TRACT NO. 72-34 Sheet 7 / , ! r I I ! I I I I I I + ! /- -:- I I I I---- /- -:- I L-w IA 1 D / D 1 G I I I IB iEorF lEoiF/ G,Z 1 K.L I A- D- E- F- G? F- J- K- L’.. x- LEGEND 12”; B - 181; C - 24” below lowest adjacent grade One (I) No. 4 rebar at top and one (1) at bottom Two (2) No. 4 rebars at top and two (2) at bottom One (1) No. 5 rebar at top and one (1) at bottom Six (6) inch by six (6) inch - No. 10 by No. 10 welded wire mesh, or equivalent. Six (6) inch by six (6) inch - No. 6 bv No. 6 welded wire mesh, or equivalent. No. rebars, -inches on center boih ways. A moisture content of optimum moisture required to a depth of 12-i-ches below slob stubgrade Prcsaturation of slab subgrade required to 10.5 percent of optimum r: sisture to a depth of i2-inch below slob &grade. Slab subgrade moisture to be verified by the soil engineer, prior to ;;fccement of visqucen end reinforcement. NO SPECIAL REQU:R9(1ENT Z - Two loyers of mesh required in the slab. Note: 1) Exterior footiogs ior 2-5:01-y structures must have a minimum embedment of 18-inches below grade. 2) Werior footings for 3-story structures must have a minimum embedment of 24inches below grade; interion, la-inches below grade. ‘iz{g; PACIFIC SOILS ENGlNEEZlNG, f!uU. I,‘- I. ,792: SKY PARK C1RCLE (SUITE G, IRVINE. CALIF. 92,14 ;p$++ Lz~-~ 2 -s-2’ TELEPHONE: (7141 557.9450 November 18, 1976 SUMMARY OF FOUNDATIOIU’ REQUIREME~\~~~S TRACT NO. 73-14 -- Sheet 8 FOOTiNG 7 Depth I Reitlf. Sleb ( h!oic Lot Ext. 1 Int. 1 Ext. j Int. Reinf. / ?.v?’ I -_ j- ! LEGEND A- 12”; B - 18”; C - 24” below lowest adjacent grade D- One,(l) No. 4 rebar at top and one (I) at bottom E- Two (2) No. 4 rebars at top and two (2) at bottom - One (1) No. 5 rebar ot top and one (1) at bottom L Y Six (6) inch by six (6) inch - No. 10 by No. 10 welded wire mesh, or equivalent. - I”- .Six (6) inch by six (6) inch - No. 6 by No. 6 welded wire mesh, or equivalent. No. rebors, -inches on center both ways. J- A moisture content of optimum moisture required to a depth of 12-irches below slab subgrade .K- Presaturation of slob subgrade required to iO5 percent of optimum moisture to a depth of 12-ir.ch below slab subgrcde. L- Slab subgrade moisture to be verified by the soil engineer, prior to ;>lccement of visqueen cni reinforcement. x- NO SPECIAL REQUIREMENT . Note: 1) Exterior footings for 2-story structures must have a minimum embedment of 18-inches below grode. 2) Exterior footings for 3-story structures must have a minimum embedment of 21-inches below grade; interiors, l&inches below grade. ._ FT?” PACIF!C SOILS ENt!MEERtXG, IPJC. .,&..j; 1,921 SKY PARK CIRCLE (SUITE G, IRVINE. ‘ALIF. 92714 kr& TELEPHONE: !714) 557-9450 November 29, 1976 SUMMARY OF FOUNDATICN REQUIREMENTS TRACT NO. 72-34 skinet 9 I FOOTiNG Depth Reinf. Slab hbir Lot Ext. I Int. I Ext. I Int., I Reinf. RN! ’ ,182A A;.:: IX G I .-~-~ ] J 183 A A :: i X G ) J 206 A A ,, : D G I J 207A A ID-iD G ] J 208 A A 1 D ID G.IJ 209 A A 1 D 1 D G ( J 2101 A A ID I D G I J b???iC iF-1 1 I-1 1 G.Z IK, I - 2121 c ( B ) F-l F-l G.Z / l?,L 2131 C F-l G,Z 1 K,i 2141 C F-l G,Z i K,L A -’ D- E- L-7 :- Jr K- 1’ - LEGEND 12”; B - 18”; C - 24” below lowest adjacent grade One (1) No. 4 rebar at top and one (I) at bottom Two (2) No. 4 rebors at top ond two (2) at bottom One (1) No. 5 rebar at top and one (1) ot bottom: F-l, two (2) No.5 rebars at top and wo 2 Lottti. ot Six (6) inch by six (6) inch - No. 10 by No. 10 welded wire mesh,~or equivalent. Six (6) inch by six (6) inch - No. 6 by No. 6 welded wire mesh, or equivalent. No. rebors, -inches on center both ways. A moisture content of optimum moisture required to a depth of 12-inches below slab subgrade Presoturation of slob subgrode required to 105 percent of optimum moisture to a depth of 12-inch! below slab subgrade. Slab subgrade moisture to be verified by the soil engineer, prior to placement of visqueen and reinforcement. x- NO SPECIAL REQUIREMENT . I - Two (2) layers of mesh required in the slab. Note: 1) Exterior footings for 2-story structures must hove a minimum embedment of IS-inches below grade. 2) Exterior footings for 3-story structures must have a minimum embedment of 24-inches . below grode; interiors, l&inches be!ow grade. _. I p*c#p-z:Ic SOILS ENGIrtiEERIn!T;, #p,tc. 179.11 SKY PARK ClRCLE 6”ITE G, IraVINE. CAL,F. ,*,I4 TELEPHONE: (714) 557-9450 Lot 229 230 231 ovember 29, 1976 (cont.) FOOTING Depth Reinf. Ext. int. Ext. lnr. A A DD A A D D A A DD I I Reir,f. G G Moist Rcq’t. E J J J SUMMARY OF FOUNDATION REQUIREhnENTS TRACT NO. 72-34 Sheet 10 7 FOOT: NG I- Depth I Rcini. SlClb j&i: Lot Ext. Int. I Ext. Int. Reinf. Rrlc 1 ! A- D- E- F- G? :- J- K- L’ - x- - : LEGEND 12”; B - 18”; C - 24” below lowest adjacent grade One (1) No. 4 rebar at top and one (I) at bottom Two (2) No. 4 rebars at top and two (2) at bottom One (1) No. 5 rebar at top and one (1) at bottom Six (6) inch by six (6) inch - No. 10 by No. 10 welded wire mesh, or equivalent. Six (6) inch by six (6) inch - No. 6 by No. 6 welded wire mesh, or equivalent. No. rebcrs, -inches on center both ways. A moisture content of optimum moisture required to a depth of 12-irches below slab subgrade Presaturolion of slob subgrode required to 105 percent of optimum r:isture to CI depth of 12-inch1 below slab subgrade. Slab subgrode moisture to be verified by the soil engineer, prior to ,+ccement of &queen and reinforcement. NO SPECIAL REQUIREMENT . ’ Note: 1) Exterior footings for 2-story structures must have a minimum embedment of l&inches below grade. 2) Exterior footings for 3-story structures must hove a minimum embedment of 24inches below grade; interiors, l&inches below grade. PI ATF A rnntimd PACIFIC SOIL S ENGINEERJNG, JIWC. ’ IiS SKY P*\RK CIRCLE ,S”ITE G, IRVlNE, CALIF. 52114 TELEPHONE: ,714) 557.9450 December 7, 1976 I I FOCI-I NC; I I 1 SUMMARY OF FOUNDATION REQUIREMENI~S TRACT NO. 7,-34 Sheet 11 : 1 I i-““~i jp.<cj I I Depth Reinf. Lot Ext. 1 Int. Ext. 1 Int. 383 C h .F-I IF-1 584 I c Ii IL-1 - - IF-~ 1 G.Z I K.!. ,280 C B F-l F-l G,Z 1 K.L 281 C B F-l F-l G,Z 1 K,L 282 C B F-l F-l G,Z i K,L 1 I I I I I I ‘A- D- E- F- G- :- J- K- L’ - LEGEND 12”; B - 18”; C - 24” below lowest adjacent grade One .(I) No. 4 rebar at top and one (I) at bottom Two (2) No. 4 rebors at top and two (2) at bottom One (1) No. 5 rebar at top and one (1) at bGttGiTS F-1, two (2) No. S rebors at top 8 two (2) at Six (6) inch by six (6) inch - NG. 10 by No. 10 welded wire mesh, or equivalent. bottom. Six (6) inch by six (6) inch - No. 6 by NG. 6 welded wire mesh, or equivalent. No. rebors, -inches on center both ways. A moisture content of optimum moisture required to a depth of 12-inches below slab subgmde Presaturation of slab subgrade required to 105 percent of optimum moisture to a depth of 12-inchi below slab subgrade. Slab subgrade moisture to be verified by the soil engineer, prior to placement of visqueen and reinforcement. x- NO SPECIAL REQUIREMENT * Z - Two (2) layers of mesn required in the slab. Note: 1) Exterior footings for 2-stcry structures must have a minimum embedment of l&inches below grade. 2) tcterior footings for 3-story structures must have a minimum embedment of 24-inches below grade; inter~iors, l&inches below grade. I ‘r.-‘:.+; 1-9p r, I F I c ‘,pq;;:. : . SCILS ENGINEERING, INC. i&y+\;:~, !.92i SKY PP.-AK Cl”CLE (SUITE G, IR\‘,FIE. CALIF. 92714 i~2L-Y.L.. TELEPHONE: ‘714, 557-9450 December 15, 1976 SUMMARY OF FOUNDATION RCQUIRE!OEi~jTS TRACT NO. 72-34 Sheet 12 JZX! A I A 1 D D 1 G JZX! A I A 1 D D 1 G J J 253 A I A 1 D 253 A I A 1 D D D G G J J 254 A 254 A IA! D IA! D D D G G J J 2% A 1 ,A 1 D 2% A 1 ,A 1 D D D G G J J 256 A/A/D D G 256 A/A/D D G ) J ) J I I I I I I I I I I I I A- D- E- ;-” Y- J- I h- L’ - X- .- 12”; B - 18”; C - 24” below lowest adjacent grade One (1) No. 4 rebor ot top and one (I) ot bottom Tvro (2) No. 4 rebars at top and two (2) at bottom One (1) NG. 5 rebar at top and one (1) at bottom Six (6) inch by six (6) inch - No. 10 by No. 10 welded wire mesh, or equivalent. Six (6) inch by six (6) inch - No. 6 by NG. 6 welded wire mesh, or equivalent. NO. rebcrs, -inches on center both ways. A moisture content of optimum moisture required to a depth of 12-iF:,ches below slab subgrzde Presaturotion of slob subgrade required to 105 percent Gf optimum I : isture to o depth of 12-inch below slob subgrade. Slob subgrade moisture to be verified by the soil engineer, prior to riccement of visqueen ond reinforcement. NO SPECIAL REQUIREMENT . Note: 1) kterior footings for 2-story structures must hove a minimum embedment of 1%inchcr below grade. 2)~ Gcterior footings for 3-s:ory structures must have o minimum embedment of 2Qinches beiojv grade; intericrs, IZ-inches helow grade. . ‘. PACIFIC SOILS ENOINEE~RI!G, INC. 17921 SKY PARK CIRCLE (SUITE G) IRVlfVE. CALIF. 92114 TELEPHONE: (714) 557.9450 December 27, 1976 FOOTING Depth I Reini. Slab Moist. Lot Ext. 1 int. 1 Exi. / Int. Reinf. Req’t. A X X G J , A X X G J , 293 A A X X G J ,-294 C B F F G K.L 295 C B F F G K,L _ 296 A A X X G J SUMMARY OF FOUNDATION REQUIREMENTS TRACT NO. 72-34 <haat l? I I I I I I I -... -... I I I I I I I I -- -- A- D- E- F- G- ;- A- K- ,L’ - x- LEGEND 12”; B - 18”; C - 24” below lowest adjacent grade One.(l) No. 4 rebar at top ond one (I) at bottom Two (2) No. 4 rebars at top and two (2) at bottom One (1) No. 5 rebar at top and one (1) at bottom: Six (6) inch by six (6) inch - No. 10 by No. 10 welded wire mesh, or equivalent. at bottom. Six (6) inch by six (6) inch - No. 6 by No. 6 welded wire mesh, or equivalent. No. rebors, -inches on center both ways. A moisture content of optimum moisture required to a depth of 12-inches below slab subgrade Presatura:ion of slob subgrade required to 105 percent of optimum moisture to a depth of 12-inch! below slab subgrade. Slab subgrade moisture to be verified by the soil engineer, prior to placement of visqueen ,and reinforcement. NO SPECIAL REQUIREMENT Note: 1) 2) Exterior footings for 2-story structures must have a minimum embedment of 18-inches below grade. Exterior footings for 3-story structures must have a minimum embedment of 24-inches below grade; interiors, 18-inches below grade. :