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05-1332-010FOUNDATION NOTES SYMBOL O l 4" THICK CONCRETE SLAB ON COMPACTED FILL W/ CONT. bx&- WL4xW1.4 WWF 1 -05 REINFORCEMENT BAR GRADE 60 IN CONC. FILLED CELL AT 48" O.G. AND AT OPENINGS AND CORNERS AS SHOWN ON PLAN. 8 "x8 "xl6" CONCRETE MASONRY UNITS WITH NO. S GAUGE LADDER TYPE JOINT REINFORCEMENT EVERY OTHER COURSE (lro" ON CENTER VERTICALLY) 4. COMPRESSIVE STRENGTH OF CONCRETE FOR COLUMNS AND SLABS, FOOTIN65 SHALL BE 3,000 PSI. ❑ 5 PROVIDE TERMITE TREATMENT CERTIFICATE A1=TER SOIL COMPACTION IS COMPLETED © CONTRACTOR TO PROVIDE SHORING/RESHORING PLANS AFTER PERMIT AND PRIOR TO POURING CONCRETE SLAB. TE -8- 8 "x8" THICKENED EDGE WITH 2 -*5 BARS CONTINUOUS SOIL. STATEMENT AS PER VISUAL INSPECTION SOIL CONDITIONS AT THIS SITE ARE SAND 4 ROCK WITH A MIN BEARING CAPACITY OF 2000 PSF SHOULD OTHER CONDITIONS OR MATERIALS BE ENCOUNTERED, THE ARCHITECT SHALL BE NOTIFIED PRIOR TO PROCEEDING WITH THE WORK THE ARCHITECT OR ENGINEER SHALL SUPPLY A LETTER ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE DESIGN IS BASED ON. SEE F.B.C. 2001 EDITION. SECTION 18113. LEGEND NEW CMU WALL PER PLAN EXIST CMU WALL TO REMAIN UNDER SEPERATE F'ER1`1IT 1: LUOOD TRIJ55E S .1111111111121 47i i V •4VU4 VrV �VVV V " V U r COLUMN SCHEDULE V V ,l V V V V REINFORCEMENT Y • • u •uur n Ul .+c &y 4i4 z 0 YERTICAL HORIZONTAL ,Q U 1- DIMENSIONS • • M V • C1 A 8" x 12" 4 -*5 *3 8"a.c. CO CRETE CO ALL SPLICES 48 BAR DIA. C2 S 8" x 28" _+5 03 0 8 "a.c. CONCRETE COLUI"'IN ALL SPLICES 48 BAR DIA. © C 8" x 8" 1- V4V GROUT FILLED CMU CELL. SEE PLAN V4f• Y4V V4 !iV y444 Y V V • COLUMN TYPES Y w V uV 4r• V 4 y y V � V V • • V V c ♦ V•Y! i V VV•Hi • •i• TY -A TYP1=-B_ TYPE-C FOOTING TYPES FOUNDATION NOTES SYMBOL O l 4" THICK CONCRETE SLAB ON COMPACTED FILL W/ CONT. bx&- WL4xW1.4 WWF 1 -05 REINFORCEMENT BAR GRADE 60 IN CONC. FILLED CELL AT 48" O.G. AND AT OPENINGS AND CORNERS AS SHOWN ON PLAN. 8 "x8 "xl6" CONCRETE MASONRY UNITS WITH NO. S GAUGE LADDER TYPE JOINT REINFORCEMENT EVERY OTHER COURSE (lro" ON CENTER VERTICALLY) 4. COMPRESSIVE STRENGTH OF CONCRETE FOR COLUMNS AND SLABS, FOOTIN65 SHALL BE 3,000 PSI. ❑ 5 PROVIDE TERMITE TREATMENT CERTIFICATE A1=TER SOIL COMPACTION IS COMPLETED © CONTRACTOR TO PROVIDE SHORING/RESHORING PLANS AFTER PERMIT AND PRIOR TO POURING CONCRETE SLAB. TE -8- 8 "x8" THICKENED EDGE WITH 2 -*5 BARS CONTINUOUS SOIL. STATEMENT AS PER VISUAL INSPECTION SOIL CONDITIONS AT THIS SITE ARE SAND 4 ROCK WITH A MIN BEARING CAPACITY OF 2000 PSF SHOULD OTHER CONDITIONS OR MATERIALS BE ENCOUNTERED, THE ARCHITECT SHALL BE NOTIFIED PRIOR TO PROCEEDING WITH THE WORK THE ARCHITECT OR ENGINEER SHALL SUPPLY A LETTER ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE DESIGN IS BASED ON. SEE F.B.C. 2001 EDITION. SECTION 18113. LEGEND NEW CMU WALL PER PLAN EXIST CMU WALL TO REMAIN UNDER SEPERATE F'ER1`1IT 1: LUOOD TRIJ55E S .1111111111121 47i i V •4VU4 VrV �VVV V " V U r _ U V4VVY V V V •' V V V V pj 4 Y • • u •uur � • tp .+c &y 4i4 z 0 , , • •fw 4 ! • • • M V • • V • • • V Y • i V • i • f f V V V „ y 4 • • V V V V + 4 y • Y V V V yi 4Vf V4V • • V4f• Y4V V4 !iV y444 Y V V • V • Y w V uV 4r• V 4 y y V � V V • • V V c ♦ V•Y! i V VV•Hi • •i• f •!YV ! PARTIAL FOUNDATION PLAN SCALE: 1/4" = 1' -0" REVISI ❑N BY \ . 3 NOTE: ALL DRAWINGS FOR THIS PROJECT ARE TO BE READ IN CONJUNCTION WITH EACH OTHER. THESE INCLUDE, BUT ARE NOT LIMITED TO: ARCHITECTURAL, SURVEYING, STRUCTURAL, CIVIL, MECHANICAL, ELECTRICAL, SPECIALTY DRAWINGS, k WRITTEN SPECIFICATIONS. CONTRACTOR TO VERIFY ALL EXISTING SITE CONDITIONS AND THOROUGHLY CHECK ELEVATIONS AND DIMENSIONS BEFORE COMMENCING WORK. REPORT TO THE ARCHITECT ENGINEER ANY DISCREPANCIES, ERRORS OR CONDITIONS THAT WILL ALTER CONSTRUCTION AS INTENDED BY THESE DRAWINGS. ARCHITECT IS NOT RESPONSIBLE FOR ANY WORK AND /OR MATERIALS FURNISHED ON THE JOB. All graphic material appearing herein, unless indicated otherwise, are the property of the Architect as instruments of service for use solely on this project, and may not be duplicated, used or disclosed without the written consent of Mark E. Reardon, R.A. The architect retains all common law, statutory and other reserved rights. SEAL: F- FOOTING SCHEDULE 0 U 0 0 2 BOTTOM J LL �- © z 0 RF- INFORCEMENT 0 U REMARKS < o Q A B WFlro A 16" CONT 12" (2) *5 (1 48" 0.0. WALL FOOTING TE8 A 8" ICONTJ 8" (I) 05 THICKENED EDGE NOTE: PROVIDE 2S CORNER BARS AT ALL CONTINUOUS WALL FOOTING CORNERS FOOTING TYPES B A TY E -A PARTIAL FOUNDATION PLAN SCALE: 1/4" = 1' -0" REVISI ❑N BY \ . 3 NOTE: ALL DRAWINGS FOR THIS PROJECT ARE TO BE READ IN CONJUNCTION WITH EACH OTHER. THESE INCLUDE, BUT ARE NOT LIMITED TO: ARCHITECTURAL, SURVEYING, STRUCTURAL, CIVIL, MECHANICAL, ELECTRICAL, SPECIALTY DRAWINGS, k WRITTEN SPECIFICATIONS. CONTRACTOR TO VERIFY ALL EXISTING SITE CONDITIONS AND THOROUGHLY CHECK ELEVATIONS AND DIMENSIONS BEFORE COMMENCING WORK. REPORT TO THE ARCHITECT ENGINEER ANY DISCREPANCIES, ERRORS OR CONDITIONS THAT WILL ALTER CONSTRUCTION AS INTENDED BY THESE DRAWINGS. ARCHITECT IS NOT RESPONSIBLE FOR ANY WORK AND /OR MATERIALS FURNISHED ON THE JOB. All graphic material appearing herein, unless indicated otherwise, are the property of the Architect as instruments of service for use solely on this project, and may not be duplicated, used or disclosed without the written consent of Mark E. Reardon, R.A. The architect retains all common law, statutory and other reserved rights. SEAL: NORTH DRAWN BY: MER •/31/05 SCALE: AS NOTED SHEET NO.: S -1 I F- 0 LL 0 U 0 0 2 � J LL �- © w Z 0 0 U NORTH DRAWN BY: MER •/31/05 SCALE: AS NOTED SHEET NO.: S -1 I