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Home My WebLink About61TJ�T I I I I BACK FILLED TRENCH 2'-0" (MIN) SEE CIVIL FOR LOCATION L_JF d ° "=L I � I—I I I—I IIII—� I 1 i 1=1 i i - iii _I'' -r I I—III—III 1=1 PIPE, SEE CIVIL III -III-) I -I 11=1�1=1�1 �I�II d° BOTTOM OF TRENCH ° a SHALL BE ABOVE THIS LINE CONCRETE FOOTING �1 SEE PLAN AND SCHEDULE 2 A CONDITION AT PIPE PARALLEL TO CONCRETE FOOTIN NO SCALE Tl�_T I WOOD STUD WALL I I (WHERE OCCURS) SEE PLAN AND SCHEDULE I I DEPRESS FLOOP I I SLAB FOR FLO( SYSTEM VAPOR RETARD SEE ARCH CONCRETE SLAB ON GRADE CONCRETE SLAB ON GRADE, SEE PLAN NO SCALE WOOD SHEA (WHERE OC SEE SCHEDI AGGREGATE BASE UNDER VAPOR RET VAPOR RETARDER SEE ARCH AGGREGATE u„,JL- vI.v�iN VAPOR RETARDER CONCRETE FOOTING SEE PLAN AND SCHEDULE PIPE BELOW FOOTING PROVIDE TYPICAL FOOTING STEP IF THIS DIMENSION EXCEEDS 1'-6" :l�lit6:�Y�l�1ll PROVIDE SLEEVES FOR ALL PIPES PASSING THROUGH WALLS AND FOOTINGS FOOTING PROVIDE ADDITIONAL REINFORCING AS SHOWN TO MATCH TYPICAL WHERE BAR IS CUT LAP • d ° ,URTAI DOUBLE CURT N LAP LAP LAP LAP d v L4 A �v I Id I, LAP = 24d IN CONCRETE (24" MIN) j 48d IN MASONRY (24' MIN) d = BAR DIAMETER CORNER BARS TO MATCH SIZE AND SPACING OF HORIZONTAL WALL REINFORCING FOOTINGC d ° d d ° ° d SEE PLAN AND SEE ARCH d e d a CONCRETE SLAB ON d SILL PLATE AND d ° SEE PLAN PLAN AND SCHEDULE d 1/2 v SEE SCHEDULE I -I va DEPRESSED SLAB IIIII, IIIIIIII ° d ° ll1=1 AGGREGATE BASE UNDER v VAPOR RETARDER IIII Irff III III III II ��l I��III II IIIA AGGREGATE BASE 1'-0" MIN. „ITi 1'-0" MIN. ,1�1- U Z UNDER VAPOR CONCRETE 24" cc H a • . • a 1/2' RETARDER d v d e v a ° d d v d d ° ° °d `.. - CONCRETE Z ° \ ° ° as ° / FOUNDATION WALL SEE PLAN AND R-10 RIGID ll ll ll ll1 L=L� _' ° 1'-0'1'-0" MIN. CONCRETE FOOTING 3" 3" CONCRETE FOOTING U AT POP–OUT N SEE PLAN AND SCHEDULE NO SCALE WOOD SHEA (WHERE OC SEE SCHEDI AGGREGATE BASE UNDER VAPOR RET VAPOR RETARDER SEE ARCH AGGREGATE u„,JL- vI.v�iN VAPOR RETARDER CONCRETE FOOTING SEE PLAN AND SCHEDULE PIPE BELOW FOOTING PROVIDE TYPICAL FOOTING STEP IF THIS DIMENSION EXCEEDS 1'-6" :l�lit6:�Y�l�1ll PROVIDE SLEEVES FOR ALL PIPES PASSING THROUGH WALLS AND FOOTINGS FOOTING PROVIDE ADDITIONAL REINFORCING AS SHOWN TO MATCH TYPICAL WHERE BAR IS CUT LAP • d ° ,URTAI DOUBLE CURT N LAP LAP LAP LAP d v L4 A �v I Id I, LAP = 24d IN CONCRETE (24" MIN) j 48d IN MASONRY (24' MIN) d = BAR DIAMETER CORNER BARS TO MATCH SIZE AND SPACING OF HORIZONTAL WALL REINFORCING FOOTINGC _ OYP ERN WOOD STUD WALL VENEER, SEE PLAN AND SEE ARCH SCHEDULE =65 1.- 65 PLAN AND SCHEDULE WOOD SHEATHING CONCRETE SLAB ON (WHERE OCCURS) SILL PLATE AND SEE SCHEDULE ATTACHMENT, SEE SEE PLAN PLAN AND SCHEDULE EDGE NAILING, —� (TYPICAL) SEE SCHEDULE SEE PLAN FOR CONCRETE FOUNDATION DEPRESSED SLAB WALL SEE PLAN AND LOCATIONS SCHEDULE VAPOR RETARDER, SEE ARCH TYP NON-BEARING STUD AT SLAB -ON -GRADE 7 1/4- AT W6 WALLS 8 1/8' AT W8 WALLS 9 1/4- AT W10 WALLS 10 1/2- AT W12 WALLS d I I 1=1 I VAPOR RETARDER, ° OUTLINE OF FOOTING ` • - IF EARTH FORMED \ ° ° / DOWEL VERT REINF ° INTO FOOTING-TYP ° 3" 3" AT WALL Li - T EXTERIOR FOUNDATION WALL WOOD STUD WALL WALL REINFORCING (TYPICAL) p v— — v v d 4-1 d a 41 °. ° � °.. •�—rte ° LAP PER d o cc C/3501 ° ° n ° NOTE: SPACE FOOTING UNDISTURBED NATIVE ANY SEGMENT OF BASE STEPS AT 2x d II T III�III I SOIL OR COMPACTED PLATE SHALL HAVE A MIN. APART MIN. STRUCTURAL FILL OF (2) ANCHOR BOLTS. IF Z BAR TO MATCH SIZE BOTTOM PLATE IS NOTCHED, CONCRETE FOOTING AND SPACING OF EXTRA BOLT SHALL BE SEE PLAN AND HORIZONTAL FOOTING INSTALLED INTO CONCRETE. SCHEDULE REINFORCING, LAP PER 1TYP FOOTING STEP DETAIL DETAIL C/5501 nE SILL PLATE BC NO SCALE NO SCALE SEE PLAN AND #3 DOWELS A SCHEDULE TYP 24" SILL PLATE AND V) ATTACHMENT, SEE =65 1.- 65 PLAN AND SCHEDULE •:N CONCRETE SLAB ON . -. `icy GRADE, SEE PLAN SLAB OR GRA ° ° �° SEE PLAN 1/2" FIBERBOARD -17 (TYPICAL) SEE PLAN FOR SEE LAN DEPRESSED SLAB #3 at 12" OX LOCATIONS Z �s OUTLINE OF F AGGREGATE BASE UNDER IF EARTH FOR VAPOR RETARDER Z R-10 RIGID v INSULATION (TYP) AGGREGATE BASE ATAOTAN 3111 MAT611 11r3I09 VENEER, SEE ARCH T 18" O.C. I WOOD SHEATHING �16" (WHERE OCCURS), WALL BEYOND SEE SCHEDULE EDGE NAILING, — I nkIrIOCTC Cl AQ nAI SEE SCHEDULE .. SEE PLAN AND DOWEL VERT REL.F SCHEDULE INTO FOOTING-TYP 44 44 AT OPENING WHERE SILL PLATE IS DRILLED OR NOTCHED MORE THAN 1/3 WIDTH, INSTALL ANCHOR BOLTS EACH SIDE D = 9" MAXIMUM OR 7 BOLT DIAMETERS MINIMUM. SEE PLANS AND WOOD WALL SCHEDULE FOR ANCHOR BOLT SIZE AND SPACING. WOOD STUD WALL SEE PLAN AND SCHEDULE SILL PLATE AND ATTACHMENT, SEE SCHEDULE CONCRETE SLAB ON GRADE, SEE PLAN �./NO SCALE `"/NO SCALE `JNO SCALE WOOD STUD WALL, METAL ROD AND ADHESIVE HOLD–DOWN SEE PLAN AND 6" SOLID GROUT (WHERE OCCURS), SEE WALL,WOOD SHEATHING SCHEDULE WALL SHEATHING REINFORRCED WITH #4 W o ° ° (WHERE OCCURS) H \ PLAN AND SCHEDULE. (WHERE OCCURS)STONE CAP SEE SCHEDULE VERT BARS AT 32" O.C. o . d .a I SEE SCHEDULE 50 CW -8 U.N.O. PROVIDE SIMPSON \ SEE ARCHAND #4 HORIZ BARS TOP DSP AND BOTTOM. STUD PLATE TIE SCHEDULED SILL PLATE AND `` �`� WITH (10) 10d NAILS VENEER FOOTING ATTACHMENT, SEE CONCRETE \ SILL PLATE AND AT EACH WOOD COLUMN, \ VENEER, SEE ARCH ;, WIDTH+6" I PLAN AND SCHEDULE ATTACHMENT, SEE SEE PLAN SEE ARCH 2" DIA PVC WEEP HOLES FOUNDATION SCHEDULE \� ��' AT 24" O.C. I SEEESCHEDULE ANDLSCHEDULEN \ CONCRETE SLAB ON EDGE NAILING, � � w �S \� EXTERIOR SLAB OR =`tY SEE SCHEDULE WOOD STUD WALLI CONCRETE SLAB ON \ GRADE, SEE PLAN 11�GRADE, SEE ARCH CONCRETE SLAB ON DOWEL FROM MOW STRIP GRADE, SEE PLAN SEE PLAN SCHEDULE AND I GRADE, SEE PLAN CONCRETE WALL II d.. d d INTO THICKENED ° r ti v ° FOOTING d ° ii ° SLAB FOOTING _ d ° -11ll1 111- I I II ° 18" MIN. MATCH FO _ I a II. �.. REINFORCEMENT °. ° - I 1=1 I v REINFORCEMENT 4 v „III = �� =ll= SIZE AND SPACING ° a INTERIOR 1J- „1J I , " " DOWEL VERTICAL \ /� CONCRETE FOOTING SEE ° 11 v THICKENED OUTLINE OF FOOTING a 23 x23 CONCRETE A I MASONRY WALL REINF AGGREGATE BASE UNDER °d d' . OUTLINE OF FOOTING PLAN AND SCHEDULE ° ° SLAB FOOTING, IF EARTH FORMED d PIER, WITH #4 VERT CONCRETE FOUNDATION INTO CONC WALL VAPOR RETARDER IF EARTH FORMED SEE PLAN AND BARS AND �8� 3#3 WALL, SEE PLAN AND ° SCHEDULE __7 TIES AT 8 O.C. SCHEDULE - ; . ° - VAPOR RETARDER, o s °. d SEE ARCH = LLJm \ a a I ° THICKENED INTERIOR CONCRETE FOOTING, SEE \ CONCRETE FOOTING ¢ FOOTING TO PLAN AND SCHEDULE s— —� ° / SEE PLAN AND - = BEAR ON SPOT OUTLINE OF FOOTING 3" Tfl= 3" FOOTING BELOW CONCRETE FOOTING3" 3" 3" 3" IF EARTH FORMED SCHEDULE SEE PLAN AND (2) #4 BARS W/ 18" EMBED (MIN) OUTLINE OF FOOTING SCHEDULE INTO THICKENED SLAB FOOTING IF EARTH FORMED "1CONCRETE PIER DETAIL L�uIECHANICAL ENCLOSURE TYPICAL INTERIOR CONCRETE FOOTING �1FOOTING STEP AT EXTERIOR FOUNDATION WALL JNO SCALE NOTCH SHEATHING – TO INSTALL SIMPSON `LTPS' WITH (12) 8d x 1 1/2" NAILS AT 32' O.C. AT EACH STUD SILL PLATE AND — ATTACHMENT, SEE SCHEDULE EDGE NAILING, SEE SCHEDULE OUTLINE OF FO( IF EARTH FORMI DOWEL VERT REII.1 INTO FOOTING-TYP 31SHEARWALL DETAIL NO SCALE MUSED `JNO SCALE NO SCALE `VNO SCALE \Z/ PLUMBING WALL, WHERE #3 DOWELS AT 18" O.C. CONCRETE (1) #3xCONT REINFORCE STAIRS WITH SIMPSON 'A35' WITH OCCURS IN RESTROOMS, NP " FOUNDATION WALL " #3 AT 12" O.C. EACH WOOD STUD WALL Z + ° d a J v I� 24 NOTE: SEE ARCH FOR #3 DOWELS AT 18 O.C. WAY (12) 10d x 1 1 /2 NAILS z + i v SEE PLAN SEE PLAN AND SCHEDULE SEE PLAN AND o g d EACH SIDE U3 F F `� d �16" FONT DIMENSIONS 24• SCHEDULE U- W _ ° o W a II I SILL PLATE AND I I WOOD SHEATHING " ATTACHMENT, SEE VAPOR RETARDER, I (WHERE OCCURS) �16 I �� H WALL SHEATHING SCHEDULED SILL PLATE AND SCHEDULED II SEE SCHEDULE FOOTING ATTACHMENT, SEE FOOTING II I PLAN AND SCHEDULE 5/8" I SEE SCHEDULE VAPOR RETARDER, -7I 5( �,<, TREATED SILL PLATE AND WIDTH+6" PLAN AND SCHEDULE WIDTH+6" I CONCRETE SLAB ON OPTION OPT10N I� GRADE, SEE PLAN �- ANCHOR BOLT, SEE � � r PLAN AND SCHEDULE II I ° 00 1 r WOOD COLUMN, SEE °d CONCRETE SLAB ON DEPRESS FLOOR I II CONCRETE SLAB ON PLAN AND SCHEDULE GRADE, SEE PLAN WOOD STUD WALL II I SLAB FOR FLOOR - I- -I d ° GRADE, SEE PLAN SEE PLAN AND III -III I I -I vl ( I -I 1 1 1 1 1 1 I- I I I II DEPRESSED SLAB SCHEDULE I SYSTEM j m ' FONT ° (WHERE OCCURS) ° _ — d ° d ° ° AGGREGATE BASE d° AGGREGATE BASE a° ° I SEE PLAN — — - a i�. ° �i ° °. UNDER VAPOR I °� AGGREGATE BASE UNDER UNDER VAPOR �� RETARDER VAPOR RETARDER RETARDER SII VAPOR RETARDER CONT WATER STOP CONT WATER STOP 11 FONT d ° I �i SEE ARCH. TYP SEE ARCH. TY AGGREGATE BASE ; (SEE ARCH FOR STAIRS) AGGREGATE BASE UNDER a �- AGGREGATE BASE UNDER ° • ° _�"- ° I VAPOR RETARDER UNDER VAPOR ° OUTLINE OF FOOTING d OUTLINE OF FOOTING ° I• I SEE PLAN Ia SEE PLAN RETARDER IF EARTH FORMED VAPOR RETARDER IF EARTH FORMED 3" '- 3" 3" o z 3" ° ° ° °. a d CONCRETE m w m w -��'� d "i- " - ° �- / FOUNDATION WALL VAPOR RETARDER, cr_c VAPOR RETARDER, o °. d v ° a ° o d ° a ° a. ° ° ° o / SEE PLAN AND SEE ARCH = ; SEE ARCH = m d a ° d ° qko° / SCHEDULE Q W L. ¢ d ° CONCRETE FOOTING CONCRETE FOOTING CONCRETE FOOTING CONCRETE 3FOOTING CONCRETE FOOTING " SEE PLAN AND SEE PLAN AND ' SEE PLAN AND SCHEDULE CROSS -WISE SECTION WITH #4 BARS AT LONGITUDINAL SECTION WITH #4 BARS AT SCHEDULE SCHEDULE DOWEL VERT REINF " DOWEL VERT REINF " NO SCALE INTO FOOTING-TYP 18 O.C. EACH WAY INTO FOOTING-TYP 18 O.C. EACH WAY TOP AND BOTTOM TOP AND BOTTOM NG WALL DETAIL AT FLOOR OFFSET rVY00TING AND FOUNDATION AT BAPTISMAL FONT NO SCALE NO SCALE W W � Q z W UC1 0 a D z V)W Q = V) ag Q 9501 E. 86th St. Indianapolis IN (317)849-6992 fax(317)849-6993 103 Wind Haven Nlcholsvllle KY (859)523-1500 fax(859)523-1514 Stamp: W Z V) A-%. =65 1.- 65 N� •:N Oc 2 . -. `icy VAPOR RETARDER, 0 ° ° �° VARIES: ° -17 - - SEE LAN O � VAPOR RETARDER AGGREGATE BASE UNDER Z �s N VAPOR RETARDER Z O v Z atn AGGREGATE BASE OUTLINE OF FOOTING t Z UNDER VAPOR CONCRETE IF EARTH FORMED- 7 H a • . • a J RETARDER FOUNDATION WALL /� d SEE PLAN AND ° °d `.. CONCRETE SCHEDULE \ ° ° as ° / FOUNDATION WALL SEE PLAN AND R-10 RIGID SCHEDULE INSULATION (TYP) ° CONCRETE FOOTING 3" 3" CONCRETE FOOTING SEE PLAN AND AT POP–OUT SEE PLAN AND SCHEDULE SCHEDULE DOWEL VERT REINF INTO FOOTING–TYP �./NO SCALE `"/NO SCALE `JNO SCALE WOOD STUD WALL, METAL ROD AND ADHESIVE HOLD–DOWN SEE PLAN AND 6" SOLID GROUT (WHERE OCCURS), SEE WALL,WOOD SHEATHING SCHEDULE WALL SHEATHING REINFORRCED WITH #4 W o ° ° (WHERE OCCURS) H \ PLAN AND SCHEDULE. (WHERE OCCURS)STONE CAP SEE SCHEDULE VERT BARS AT 32" O.C. o . d .a I SEE SCHEDULE 50 CW -8 U.N.O. PROVIDE SIMPSON \ SEE ARCHAND #4 HORIZ BARS TOP DSP AND BOTTOM. STUD PLATE TIE SCHEDULED SILL PLATE AND `` �`� WITH (10) 10d NAILS VENEER FOOTING ATTACHMENT, SEE CONCRETE \ SILL PLATE AND AT EACH WOOD COLUMN, \ VENEER, SEE ARCH ;, WIDTH+6" I PLAN AND SCHEDULE ATTACHMENT, SEE SEE PLAN SEE ARCH 2" DIA PVC WEEP HOLES FOUNDATION SCHEDULE \� ��' AT 24" O.C. I SEEESCHEDULE ANDLSCHEDULEN \ CONCRETE SLAB ON EDGE NAILING, � � w �S \� EXTERIOR SLAB OR =`tY SEE SCHEDULE WOOD STUD WALLI CONCRETE SLAB ON \ GRADE, SEE PLAN 11�GRADE, SEE ARCH CONCRETE SLAB ON DOWEL FROM MOW STRIP GRADE, SEE PLAN SEE PLAN SCHEDULE AND I GRADE, SEE PLAN CONCRETE WALL II d.. d d INTO THICKENED ° r ti v ° FOOTING d ° ii ° SLAB FOOTING _ d ° -11ll1 111- I I II ° 18" MIN. MATCH FO _ I a II. �.. REINFORCEMENT °. ° - I 1=1 I v REINFORCEMENT 4 v „III = �� =ll= SIZE AND SPACING ° a INTERIOR 1J- „1J I , " " DOWEL VERTICAL \ /� CONCRETE FOOTING SEE ° 11 v THICKENED OUTLINE OF FOOTING a 23 x23 CONCRETE A I MASONRY WALL REINF AGGREGATE BASE UNDER °d d' . OUTLINE OF FOOTING PLAN AND SCHEDULE ° ° SLAB FOOTING, IF EARTH FORMED d PIER, WITH #4 VERT CONCRETE FOUNDATION INTO CONC WALL VAPOR RETARDER IF EARTH FORMED SEE PLAN AND BARS AND �8� 3#3 WALL, SEE PLAN AND ° SCHEDULE __7 TIES AT 8 O.C. SCHEDULE - ; . ° - VAPOR RETARDER, o s °. d SEE ARCH = LLJm \ a a I ° THICKENED INTERIOR CONCRETE FOOTING, SEE \ CONCRETE FOOTING ¢ FOOTING TO PLAN AND SCHEDULE s— —� ° / SEE PLAN AND - = BEAR ON SPOT OUTLINE OF FOOTING 3" Tfl= 3" FOOTING BELOW CONCRETE FOOTING3" 3" 3" 3" IF EARTH FORMED SCHEDULE SEE PLAN AND (2) #4 BARS W/ 18" EMBED (MIN) OUTLINE OF FOOTING SCHEDULE INTO THICKENED SLAB FOOTING IF EARTH FORMED "1CONCRETE PIER DETAIL L�uIECHANICAL ENCLOSURE TYPICAL INTERIOR CONCRETE FOOTING �1FOOTING STEP AT EXTERIOR FOUNDATION WALL JNO SCALE NOTCH SHEATHING – TO INSTALL SIMPSON `LTPS' WITH (12) 8d x 1 1/2" NAILS AT 32' O.C. AT EACH STUD SILL PLATE AND — ATTACHMENT, SEE SCHEDULE EDGE NAILING, SEE SCHEDULE OUTLINE OF FO( IF EARTH FORMI DOWEL VERT REII.1 INTO FOOTING-TYP 31SHEARWALL DETAIL NO SCALE MUSED `JNO SCALE NO SCALE `VNO SCALE \Z/ PLUMBING WALL, WHERE #3 DOWELS AT 18" O.C. CONCRETE (1) #3xCONT REINFORCE STAIRS WITH SIMPSON 'A35' WITH OCCURS IN RESTROOMS, NP " FOUNDATION WALL " #3 AT 12" O.C. EACH WOOD STUD WALL Z + ° d a J v I� 24 NOTE: SEE ARCH FOR #3 DOWELS AT 18 O.C. WAY (12) 10d x 1 1 /2 NAILS z + i v SEE PLAN SEE PLAN AND SCHEDULE SEE PLAN AND o g d EACH SIDE U3 F F `� d �16" FONT DIMENSIONS 24• SCHEDULE U- W _ ° o W a II I SILL PLATE AND I I WOOD SHEATHING " ATTACHMENT, SEE VAPOR RETARDER, I (WHERE OCCURS) �16 I �� H WALL SHEATHING SCHEDULED SILL PLATE AND SCHEDULED II SEE SCHEDULE FOOTING ATTACHMENT, SEE FOOTING II I PLAN AND SCHEDULE 5/8" I SEE SCHEDULE VAPOR RETARDER, -7I 5( �,<, TREATED SILL PLATE AND WIDTH+6" PLAN AND SCHEDULE WIDTH+6" I CONCRETE SLAB ON OPTION OPT10N I� GRADE, SEE PLAN �- ANCHOR BOLT, SEE � � r PLAN AND SCHEDULE II I ° 00 1 r WOOD COLUMN, SEE °d CONCRETE SLAB ON DEPRESS FLOOR I II CONCRETE SLAB ON PLAN AND SCHEDULE GRADE, SEE PLAN WOOD STUD WALL II I SLAB FOR FLOOR - I- -I d ° GRADE, SEE PLAN SEE PLAN AND III -III I I -I vl ( I -I 1 1 1 1 1 1 I- I I I II DEPRESSED SLAB SCHEDULE I SYSTEM j m ' FONT ° (WHERE OCCURS) ° _ — d ° d ° ° AGGREGATE BASE d° AGGREGATE BASE a° ° I SEE PLAN — — - a i�. ° �i ° °. UNDER VAPOR I °� AGGREGATE BASE UNDER UNDER VAPOR �� RETARDER VAPOR RETARDER RETARDER SII VAPOR RETARDER CONT WATER STOP CONT WATER STOP 11 FONT d ° I �i SEE ARCH. TYP SEE ARCH. TY AGGREGATE BASE ; (SEE ARCH FOR STAIRS) AGGREGATE BASE UNDER a �- AGGREGATE BASE UNDER ° • ° _�"- ° I VAPOR RETARDER UNDER VAPOR ° OUTLINE OF FOOTING d OUTLINE OF FOOTING ° I• I SEE PLAN Ia SEE PLAN RETARDER IF EARTH FORMED VAPOR RETARDER IF EARTH FORMED 3" '- 3" 3" o z 3" ° ° ° °. a d CONCRETE m w m w -��'� d "i- " - ° �- / FOUNDATION WALL VAPOR RETARDER, cr_c VAPOR RETARDER, o °. d v ° a ° o d ° a ° a. ° ° ° o / SEE PLAN AND SEE ARCH = ; SEE ARCH = m d a ° d ° qko° / SCHEDULE Q W L. ¢ d ° CONCRETE FOOTING CONCRETE FOOTING CONCRETE FOOTING CONCRETE 3FOOTING CONCRETE FOOTING " SEE PLAN AND SEE PLAN AND ' SEE PLAN AND SCHEDULE CROSS -WISE SECTION WITH #4 BARS AT LONGITUDINAL SECTION WITH #4 BARS AT SCHEDULE SCHEDULE DOWEL VERT REINF " DOWEL VERT REINF " NO SCALE INTO FOOTING-TYP 18 O.C. EACH WAY INTO FOOTING-TYP 18 O.C. EACH WAY TOP AND BOTTOM TOP AND BOTTOM NG WALL DETAIL AT FLOOR OFFSET rVY00TING AND FOUNDATION AT BAPTISMAL FONT NO SCALE NO SCALE W W � Q z W UC1 0 a D z V)W Q = V) ag Q 9501 E. 86th St. Indianapolis IN (317)849-6992 fax(317)849-6993 103 Wind Haven Nlcholsvllle KY (859)523-1500 fax(859)523-1514 Stamp: W Z V) A-%. =65 1.- 65 N� •:N Oc 2 . -. `icy z° • Q - 0 �: z -17 Q W Z V) V) o aD 1—I 0 �: z -17 z r^ V O � L U Q I--1 Z �s N N Z O LU W Z atn � t Z J iz H J J O IZW F— O ro F4 w COO) O L: xx� UA 0 CL U CL 44 E� WO M�1 Project Number: 50049487510 Plan Series: IPF -SC -10-04 Property Number: 500-4948 Sheet Title: FOOTING AND FOUNDATION DETAILS S501 o V) o U �: z Oh O LU -1 UJ L U Q N N J J O N O ro ro Project Number: 50049487510 Plan Series: IPF -SC -10-04 Property Number: 500-4948 Sheet Title: FOOTING AND FOUNDATION DETAILS S501