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5 <br />4 1 3 <br />2 <br />1 <br />U <br />iC <br />IM <br />F <br />0 <br />A <br />SST U, <br />EXISTING <br />SCALE VV - I-V <br />EXISTING 8" CMU STEEL <br />REINF EXTERIOR BEARING <br />WALL FROM FOOTING TO <br />2ND FLOOR ROOF TRUSS <br />BEARING <br />EXISTING 24"X12" DEEP <br />CONTINUOUS WALL FOOTING <br />TYPICAL AT EXTERIOR CMU <br />BEARING WALLS. <br />FOUNDATION PLAN NOTES: <br />1. SLAB ON GRADE TO BE 4" THICK CONCRETE OVER VAPOR BARRIER ON <br />COMPACTED SUB -BASE AS PER GEOTECHNICAL REPORT REINFORCED <br />WITH 6x6xW2.1xW2.1 W.W.F. (FLAT SHEETS) CENTERED IN SLAB. <br />SUPPORT WELDED WIRE FABRIC WITH 2" SLAB BOLSTER OR APPROVED <br />EQUAL 0 3'-0"(t) O.C. BOTH WAYS. USE OF CONCRETE BRICK IS NOT <br />ALLOWED. <br />2. VAPOR BARRIER REQUIREMENTS/APPLICATION/INSTALLATION SHALL BE <br />DONE AS PER ARCHITECTURAL OR MOISTURE CONSULTANT DOCUMENTS <br />AND RECOMMENDATIONS. IF NONE ARE AVAILABLE, AT A MINIMUM THE <br />FOLLOWING RECOMMENDATIONS SHALL BE FOLLOWED. <br />A. VAPOR BARRIER SHALL CONFORM TO ASTM E-1745 , MEETS OR <br />EXCEEDS CLASS "B". <br />B. VAPOR BARRIER INSTALLATION SHALL FOLLOW MANUFACTURER'S <br />INSTRUCTIONS AND ASTM E 1643-98. <br />C. UNROLL VAPOR BARRIER WITH THE LONGEST DIMENSION PARALLEL <br />WITH THE DIRECTION OF THE POUR. <br />D. LAP VAPOR BARRIER OVER FOOTINGS AND SEAL TO FOUNDATION <br />WALLS. <br />E. OVERLAP JOINTS 6 INCHES AND SEAL WITH MANUFACTURER'S <br />TAPE. <br />F. SEAL ALL PENETRATIONS (INCLUDING PIPES) WITH <br />MANUFACTURERS PIPE BOOT. <br />G. NO PENETRATION OF THE VAPOR BARRIER IS ALLOWED EXCEPT <br />FOR REINFORCING STEEL AND PERMANENT UTILITIES. <br />H. REPAIR DAMAGED AREAS BY CUTTING PATCHES OF VAPOR <br />BARRIER, OVERLAPPING DAMAGED AREA 6 INCHES AND TAPING <br />ALL FOUR SIDES WITH TAPE. <br />3. TOP OF SLAB ELEVATION SHOWN THUS 0 ON PLAN EQUALS <br />REFERENCE EL., FOR ACTUAL EL., SEE CIVIL DRAWINGS. <br />4. FOR TYPICAL FOUNDATION PLAN DETAILS, SEE DRAWINGS S3.1. <br />5. FOR GENERAL STRUCTURAL NOTES, SEE DRAWING S1.1. <br />6. FOR FOOTING SIZE AND REINFORCING, SEE SCHEDULE ON THIS <br />DRAWING. <br />7. ( ) DENOTES TOP OF FOOTING ELEVATION. <br />8. TOP OF COLUMN FOOTING: ELEVATION = (-1'-4") <br />TYPICAL U.N.O. <br />9. FOR FLOOR SLAB DEPRESSION LOCATIONS AND LIMITS NOT SHOWN ON <br />PLAN SEE ARCHITECTURAL DRAWINGS. <br />10. FOR PLAN DIMENSIONS NOT SHOWN, REFER TO ARCHITECTURAL <br />DRAWINGS. <br />11. COLUMN DESIGNATION SHOWN THUS O ON PLAN. FOR SIZE AND <br />REINFORCING SEE SCHEDULE THIS DRAWING. <br />T/COLUMN <br />ELEVATION <br />C1 COLUMN <br />TYPE <br />L CARRIED <br />COLUMN <br />12. (2)2X4 JACK STUDS AND (2)2X4 KING STUDS FASTEN TOGETHER WITH <br />(2)10d NAILS AT 6" OC VERTICAL AT NEW WALL OPENING HEADERS. <br />FOOTING SCHEDULE <br />MARK <br />SIZE <br />DEPTH <br />REINFORCING <br />TOP do BOT, U.N.O. <br />REMARKS <br />F5.0 <br />5'-0" x 5'-0" <br />1'-6" <br />6-#5 EA WAY <br />STEEL COLUMN SCHEDULE <br />COL. <br />COLUMN <br />BASE PLATE <br />BASE PLATE <br />ANCHOR <br />REMARKS <br />MARK <br />SIZE <br />SIZE <br />TYPE <br />BOLTS <br />Sl <br />HSS-4x4xY4 <br />1/2"x10"00" <br />Bpi <br />4-3/4"0 <br />NOTE #1 <br />$2 <br />HSS-4x4xY4 <br />1/2"x10"x10" <br />BP1 <br />4-3/4"0 <br />NOTE #1 <br />$3 <br />HSS-4x4xY <br />1 /2"x10"x10" <br />Bpi <br />4-3/4"0 <br />NOTE #1 <br />$4 <br />HSS-4x4xY4 <br />1/2"x10"x10" <br />Bpi <br />4-3/4"0 <br />NOTE #1 <br />S5 <br />HSS-44 Y <br />1/2"x10"x10" <br />Bpi <br />4-3/4"0 <br />NOTE #1 <br />$6 <br />HSS-4x4x'/ <br />1/2"x10"x10" <br />Bpi <br />4-3/4"0 <br />NOTE #1 <br />S7 <br />HSS-4x4xY4 <br />1/2"00" 00" <br />Bpi <br />4-3/4"0 <br />NOTE #1 <br />$8 <br />HSS-444 <br />1/2"x10"x10" <br />Bpi <br />4-3/4"0 <br />NOTE #1 <br />S9 <br />HSS-4x4xl/4 <br />1/2"x10"x10" <br />Bpi <br />4-3/4"0 <br />NOTE #1 <br />10 <br />HSS-444 <br />1/2"xl0"x10" <br />Bpi <br />4-3/4"0 <br />NOTE #1 <br />NOTES: <br />1. FOR DETAILS OF BASE PLATES AND ANCHOR BOLTS, SEE TYPICAL DETAIL 5-002/S3.1. <br />2. ALL COLUMN FOOTINGS SHALL BE CENTERED UNDER COLUMNS UNLESS NOTED OTHERWISE <br />ON PLAN. <br />Cglilit t <br />��00••......•� s� t t <br />F •F� jj <br />No •'�0��i <br />i 43453 �Z <br />STATE OF •'�� <br />'� • �,� <br />ARMAFL.OA. LIC. NosT43453, P. <br />E i�/t 1+ s j4'0 R I <br />MASTER <br />r CONSULTING <br />ENGINEERS, INC. <br />STRUCTURAL CONSULTANTS <br />5523 WEST CYPRESS ST., #200 <br />TAMPA, FLORIDA 33607 <br />813.287.3600 FAX 813.287.3622 <br />www.mcangineers.com <br />THIS DRAWING AND ALL IWDRMATION CONTAIN® HEREIN G THE SOLE PROPERTY <br />OF MASTER CONSLITING ENGINEERS, INC. AND ANY NOT BE REPRODUCED, <br />COPIED, ALTERED OR USED IN ANY WAY WITHOUT THE DUIFIE S WRITTEN <br />AUTHORIZATION FROM MASTER CONSULTING ENGINEERS, INC. <br />CA: 8426 PROJ NO. 1001-DOO <br />© COPYRIGHT 2013 <br />THE COMMONS <br />ON PRETTY POND <br />38130 Pretty Pond Road <br />Zephyrhills, FL 33540 <br />THE C(')"MM0'N.`_-`)" <br />() IN P R r T %' y Tg () N <br />10/15/13 PERMIT SET <br />8/30/13 DESIGN DEVELOPMENT SET <br />Mark I Date <br />SC <br />Issue/Revision <br />Revision <br />Project ID <br />13016 <br />CAD File Name <br />S2.1 FOUNDATION PLAN <br />Drawn By <br />JW <br />Reviewed By <br />HK <br />Plot Date: <br />10/11 /2013 <br />Record Date: <br />10/10/2013 <br />Sheet Title <br />EXISTING FOUNDATION PLAN <br />(RENOVATIONS) <br />Drawing No. <br />1 /8"=1'-0" <br />0 <br />2 <br />0 <br />0 <br />0 <br />a <br />SO <br />4 <br />3 <br />2 <br />1 <br />S2.1 <br />