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HomeMy WebLinkAboutB14-0153_S2_1421429100.pdf F1,4 :seiiii./ . 101'-0" Adtllollw To lig1'-6'y y / ) 7'-O" 3'-0" 52'-103/4" 7'-1Y4" 27'-6" 2'-0" �'r'! .r. 23'-117�8" " '-2'' 14'-105 „ 2'-6 " 4'-7 „ 4'-7 " ' 2 9 -2 1 8 Y4 Y2 18'-3" Y2 car 1 T.O.W. =28'-10 CONTACT ENGR. TO f.f.fao) Va'' T.O.F. =24'-6 01 VERIFY PIER CONFIGURATION 01/16/15 rill__E ,,,, E - y * _ T.O.W. =29'-6 I S,qf T.O.W. =29'-6 T.O.F. =24'-6 0 6 • T.O.F. =19'-6 \ I STE'•_ DWL. (N) CONC. WALLS TO (E) S6 T.O. .I W/ #5 DWLS. x 24" DRIVEN INTO I N T.O.W. =29'-0% 6 T. .W. =30'-4% N Is `n i� = I� %"0x4" HOLES @ 12" O.C., TY T.O.W. =3O'-45js I \ 'rn rn j Hu _..... T.O.F. =25'-0 / T. .F. =25'-0 Iv I T.O.F. =25'-0 \ ,S6 j I N 10) 00 - fT 6" 29'-6, V.I.F 6 0o 6 P • T.O. SLAB hht I III Ithhtt itl I I I H.h — -- t11111thhitthhh 1111111111 Z rn DWL. (N) CONC. WALLS TO (E) - y _ -a .-.o W/ #5 DWLS. x 24" DRIVEN INTO I © - C or, 0 5/8"4x4" HOLES @ 12" O.C., TYP. - I ®. D o N. _ , //- (n rn �' 111111111 III:II11I ���� nn iiii " """"""""""' IIII III 111 III III IIII IIIII IIII mi IIII no um IIIII ,flll III III IIIII IIII IIII 'III IIII 11111 11111 IIII IIII II'; 11111 II ...Mil "�_llllllll11�� 11 - , \ T.O.W. =29'-0%_ " z .5,t<• �n nu un nn nn nn nn nn nn nn nu nn mmwnw• „m "awn --- um - -� - - - - - ``� - B j29 -85/s 29 -85/8 I T.O.F. =25'-0 M o < •E o_ T.O. SLAB @ T.O. SLAB @ I I I — I PERIMETER, TYP. PERIMETER, TYP. - B `E' CO -1 � d , T.O.W. =26'-9�/8 I 4 T.O. (E) CONC. WALL TO BE 5" CONC. SLAB C REPAIR ®T.O.F. J = Z cn c' II =20'-0 ® CUT DOWN FOR (N) FLOOR PER SLAB NOTE 1'-113�g" DAMAGED FDTN. 1Y4 w w I - O 0 i� = PER 5/S3 " o CO < o CO "N U - 11'-3Yg" ® 18'-6Y2" 18'-65/8„ = cJn cJn __IcJn L— i i 8 ado 1 o0 J DWL. (N) FTG. TO (E) W/ #5 / / =� I 2 :': 07)(° m v \ r_ = I DWLS. x 15" (V.I.F.) DRIVEN INTO ® r 29'-6% I 7 L J �� %"0x4" HOLES @ 12" O.C. I T.O. SLAB S6 o IC— � Jg D @DRAIN I on N ® 9'-10Y4'' SLOPE SLOPE SLOPE SLOPE I T.O.W. =30'-4% ' I E E l' T.O. SLAB - 4 - 2 o I SLAB SLAB -6% SLAB SLAB I / T.O.F. =25'-0 S4 ❑ I 1'T.O. SLAB 18\4 1--Ln Lu © DRAIN J � B 1 ,. / T , - - 5 o a o a I r 'IIIIIIIIIIIII - - I - ® - S6 cJn cJn _J cJn I I1 LI i / 2'-7)/2" O SAWCUT E CONC. II II `� 29'-85/ 9 29'-8% o _ ( ) L- — — — J — — — J �' 10 29'-85/8 WALL FOR G'© ' �� "� T.O. SLAB @ T.O. SLAB @ o = A © S6 T.O. SLAB PERIMETER, TYP. S6 4'-858" 1'-47/8" a, CRAWLSPACE ACCESS S6 S6 I / PERIMETER, TYP. o D 5" CONCRETE SLAB ON 4" CLEAN 8'-10" o o 11 I f/ I '- B -Pro N I = ❑ GRAVEL BASE ON UNDISTURBED GRADE oo DWL. (N) CONC. WALLS TO (E) c\1 I o I. 2 OR COMPACTED STRUCTURAL FILL PER n❑ SOILS ENGINEER. REINFORCE SLAB N W/ #5 DWLS. x 24" DRIVEN INTO 1� I I \ �� TIIIIIIIIIIIIII -1 T.O. (E) CONC. WALL TO BE WITH 6x6-W1.4xW1.4 WELDED WIRE %"0x4" HOLES @ 12" O.C., TYP. 4_BM. N, _ STEP o ��_ STEP 1 CUT DOWN FOR (N) FLOOR FABRIC THROUGHOUT. PROVIDE 1Y4" PKT. PKT. I - T.O.F. J TOOLED CONTROL JOINTS AT 10'-0" - L N t MAXIMUM SPACING EACH WAY. "j \ T.O.W. =30'-03/$ 7 _ h T.O.C. =28'-6/2 6" =_ 1'-6" 4 3 co T.O.F. =20'-7 o I (E) T.O.W. =28'-6Y2 da ® T.O.F. =20'-7 V.I.F. S3 I o (E) T.O.F. =20'-7 V.I.F. 1-4 L — _ _ _ - _I \ T.O.W. =29'-6% I ' T \ - T.O.F. =20'-7 i71 t i_ K_Z\ T.O.W. =26'-9�/s - - - - - - - - ;., L) Y r"-- --- --f T.O.F. =20'-7 V.I.F. I - q C T.O.W. =26'-9�/s I c I I 5'-8Y2" 30'-11Y2" = / @ v� T.O.F. =20'-0 I I • III — I I I I 1 -- J o1 r r 4 - E _ 2' I A L _F " \ - 5" CONCRETE SLAB ON 4" CLEAN S6il I I \ T.O.W. =29'-0Y2 GRAVEL BASE ON UNDISTURBED GRADE I T.O.F. =20'-7 OR COMPACTED STRUCTURAL FILL PER o N I I 21'-O SOILS ENGINEER. REINFORCE SLAB T.O.W. =29'-OYz ao C ( 6 C C "r T.O. SLAB WITH 6x6 W1.4xW1.4 WELDED WIRE = T.O.F. =20'-7 N I FABRIC THROUGHOUT. PROVIDE 1Y4" 3 5Y4" I Q) I I1'-6" 6" TOOLED CONTROL JOINTS AT 10'-0" 2 - \G N I i 1 I I ,-1 MAXIMUM SPACING EACH WAY. o S6r_y j rr. C_P-(' ,,‹ D C.,0 L _L _I L _I L Q N `� IR 6a 6a 6a 10g C 1'-2— �D \ IIIIIIIIIIIII I I® c — — _1 L �- C T.O.W. =24'-0 Frn 8 � NT T.O.F. =20'-7 "I S6 i� �B I- L — — _ov. 8 4 0 I I S6 L designed by MO . -1 L — J drawn by CLR 1'-7 " 1'-176" 2'-33/4" 1'-O TDH r Y4 �8 Y2 1checked by En issued �B12" 1YPc I I P'ER PRICING 2/4/14 7" 19'-2" 3'-1Y4" 2'-66" _I 5'-13/4" I 8'-5Y8" 8'-5Y8" 6'-2" 24'-10" 6'-4" REVISED 2/24/14 SLAB NO GRADE w/ ; ,r i � 1 ,{- I ,r / 1 ,r THICKENED EDGE. SEE 22'-6" 31'-6" 37'-4" 5'-6" 2'-8" REVISED 4/15/14 ARCH FOR DIM.'s. SEE / / / 2/S3 & 11/S6 FOR 99'-6" PERMIT 4/21 /14 DETAILS OF (2) CONDITIONS REVISED 5/14/14 NORTH REVISED 6/13/14 F 0 U N D A ION PLAN SCALE: 1 /4" = 1 '-0" ,111ollll�illlllq,,,. REVISED 6/24/14 PLAN NOTES REVISED 7/21 /14 1. ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS INDICATED ON PLAN THUS: T.O.W.=TOP OF CONCRETE WALL. T.O.F.=TOP OF STONE VENEER ANGLE SUPPORT REVISED 7/25/14 CONCRETE FOOTING. THESE ELEVATIONS, AND DO NOT REFLECT ACTUAL SITE ELEVATIONS. BEARING PLATE SCHEDULE HEIGHT OF ANGLE EXPANSION . • REVISED 7/31 /14 2. TOP OF FOOTING ELEVATIONS ARE BASED ON FINDING ADEQUATE SOIL BEARING CONDITIONS AT THAT DEPTH. CONTACT ENGINEER VENEER SIZE ANCHORS 1- REVISED 9/9/14 IF OVEREXCAVATION IS REQUIRED. SPREAD FOOTING SCHEDULE TYPE SIZE PLATE - UP TO 8' 4x4xY4 5/8"4 x 4" @ 24" 3. STEPS IN TOP OF CONCRETE WALL INDICATED: \ TYPE SIZE REINFORCING I I 5/s' x4Yzx0'-10Yz m 5 L _,1/4_ 8' TO 14' 4x4xY4 /8"4 x 4" @ 16" sheet A 2'-6 x 2'-6 x 1'-0 (3)-#5's x 2'-0 EA. WAY 4. CONTINUOUS CONCRETE FOOTINGS ARE CENTERED BENEATH CONCRETE FOUNDATION WALLS UNLESS NOTED OTHERWISE. _ l'-o" 14' TO 20' 4x4x5/6 3/4"4 x 4" @ 24" I 4" B 3'-0 x 3'-0 x 1'-0 (4)-#5's x 2' Y4 20' TO 26' 4x4x5/s 3/4 4 x 4" @ 16" X X 5. CONCRETE FOUNDATION WALLS ARE 8" THICK AND CONTINUOUS FOOTINGS ARE 8" THICK x 16" WIDE UNLESS NOTED OTHERWISE. C 3'-6 x 3'-6 x V-0 (4)-#5's x 3'-0 EA. WAY 0 6. ALL OPENINGS AND STEPS IN CONCRETE WALLS SHALL BE VERIFIED WITH ARCHITECT AND CONTRACTOR. D 4'-6 x 4'-6 x 1'-0 (5)-#5's x 4'-0 EA. WAY n 5/s x • NOTES: !' 1. THIS SCHEDULE IS FOR NON-BATTERED STONE , E 6'-6 x 6'-6 x 1'-4 (7)-#5's x 6'-0 EA. WAY _ „ " - VENEER WITH A MAXIMUM THICKNESS OF 6". 7. POSTS FROM ABOVE ARE INDICATED: ® - 6Y2 '� o STEEL COLUMNS FROM ABOVE ARE INDICATED:❑❑ F PLAN DIMS x 1'-0 #5's @ 12" O.C. EA. WAY \ I CONTACT ENGINEER FOR OTHER CONDITIONS. N — 2. LOCATE ONE EXPANSION ANCHOR AT 6" FROM 8. DO NOT SCALE DRAWINGS. ENDS OF ANGLES AND MIN. 2 ANCHORS PER SEGMENT. 3. ANGLES MUST BE ORIENTED AS SHOWN. J03 #1401 - 09