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Home My WebLink About0155.03.3— — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — -- — — Co1TAP11® GRAN"DRANAGE SAW Lw 01 C A T %U 1AY INA1E MM 0-101 1/4" = 1'-0" WF3.5 FOUNDATION WALL SCALE: NTS INIEWR SQUARE FOOTAGE GARAGE : 604 SFT. BASEMENT: 1618 SFT. 59'-4" lb(_DG. X-5 ECT. rvf-E SHE. A -S NORTH 3'-6" STEP WALL TO GRADE WALL FOOTING SCHEDULE MARK SIZE (WxD) REINFORCEMENT REMARKS W2.0 24"x12' (3) - #5's - COLUMN FOOL#5's ULE MARK SIZE (WxD) ENT A- GENERAL F3.5 40"x40" (. WAY NOTES: 1.SCALE: DO NOT SCALE DRAWINGS. 2. CODES: ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE AND LOCAL BUILDING CODES. IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND ALL SUBCONTRACTORSTO INSURE COMPLIANCE WITH THESE CODES. 3. JOB SITE: PRIOR TO SUBMITTING BID, THE CONTRACTOR SHALL VISIT THE THE JOB SITE AND NOTIFY THE OWNER OF ANY CONDITIONS NOT INCLUDED IN THESE DOCUMENTS WHICH REQUIRE CORRECTIVE OR ADDITIONAL ACTIONS. 4. DIMENSIONS: ALL DIMENSIONS ARE TO THE FACE OF MASONRY. OR CENTERLINE OF MASONRY IF NOTED. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. 5. PLAN REVIEW: THESE PLANS ARE CONCEPTUAL IN NATURE AND THEREFORE SHALL BE REVIEWED BY STRUCTURAL AND MECHANICAL ENGINEERS PRIOR TO CONSTRUCTION. ALL SHOP DRAWINGS SHALL BE PREPARED AND REVIEWED BY AN ENGINEER PRIOR TO FABRICATION AND ERECTION NO SITE INSPECTION HAS OCCURRED. THE OWNER IS RESPONSIBLE FOR ALL SITE CONDITIONS, INCLUDING, BUT NOT LIMITED TO' ORIENTATION, DRAINAGE, SOIL BEARING, WIND LOADS, AND OTHER SUBSURFACE CONDITIONS. 6. CHANGES OR MODIFICATIONS TO PLANS: ANY MINOR OR REQUIRED CHANGES OR MODIFICATIONS TO THIS PLAN DOES NOT REDUCE OR VOID THE COPYRIGHTS COVERING THIS SET OF PLANS IN ANY WAY MODIFICATIONS TO THIS PLAN, FOR ANY REASON, SHOULD BE ATTEMPTED BY AN ARICHITECT OR ENGINEER ONLY, THE PLAN DESIGNER ACCEPTS NO RESPONSIBILITY FOR THE QUALITY AND COMPLETENESS OF ANY CHANGES ATTEMPTED. PLEASE REMEMBER THAT EVEN A SIMPLE ChANGE TO ONE AREA OF THE HOME CAN GREATLY AFFECT MANY OTHER AREAS IN THE HOME AND ONLY A QUALIFIED PROFESSIONAL IS EQUIPPED TO FULLY UNDERSTAND THE RAMIFICATIONS OF ANY CHANGE OR MODIFICATION. 7. INSTALLATION: ALL MATERIALS SUPPLIES AND EQUIPMENT SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDAT ONS AND PER APPLICABLE CODES AND REQUIREMENTS S. MATERIAL STORAGE: MATERIALS STORED ON-SITE SHALL BE PROTFCTFD FROM DAMAGE BY MOISTURE, WIND, SUN, ABUSE OR OTHER HARMFUL AFFECTS ACTIVITIES. FOUNDATION PLAN NOTES: I. SOIL BEARING: FOUNDATION DESIGNS SHOWN HERE ARE BASED ON A SOIL BEARING VALUE OF 2000 PSF. FOUNDATIONS AND SLABS ARE DESIGNED TO UNIFORMLY BEAR ON WELL COMPACTED, WELL DRAINED NON -EXPANSIVE SOILS. A CERTIFIED SOILS ENGINEER SHALL REVIEW FOUNDATION DESIGNS AND BUILDING LOADS AND COMPARE SUBSURFACE SOIL INVESTIGATION, SHOULD ON-SITE OBSERVATIONS SHOW THAT FOUNDATION DESIGNS ARE NOT SATISFACTORY, A STRUCTURAL ENGINEER WILL BE CONTACTED IMMEDIATELY TO REDESIGN FOUNDATIONS TO ACCOMODATE THE OBSERVED EXISTING CONDITIONS, 2. MINIMUM FOOTING PENETRATION: E- � TEND BOTTOhl OF ALL FOUNDATIONS AT THE BUILDING PERIMETER A MINIMUM OF 304NCHES BE -O" THE FINISHED GRADE. 3, FINISHED GRADE: KEEP FINISHED GRADE A MINIMUM OF 6 12 -INCHES BELOW FINISHED FLOOR ELEVATION, SLOPE GRADE A MINIMUM OF AWAY FROM BUILDING TO ALLOW WATER TO DRAIN AWAY FROM THE BUILDING 4. CONCRETE STRENGTH: CONCRETE SLABS PATIOS, AND FOUNDATIONS SHALL BE CONSTRUCTED OF A MINIMUM 30C PSI CONCRETE AFTER 28 DAYS ALL CONCRETE WALLS SHALL BE CONSTRUCTED OF A MIN;MUM 4000 PSI CONCRETE AFTER 28 DAYS. ALL EXPOSED EXTERIOR FLAT CONCRETE SHALL BE CONSTRUCTED WITH AN AIR -ENTRAINED ADMIXTURE OF 6 % BY VOLUME. S. EXPANSION JOINT: PROVIDE 1 4' -:NCH THICK BY 4 -INCH VVIDE BITUMINOUS EXPANSION JOINT MATERIAL AT ALL SURFACES WHERE 5__4\BS -kBl'T FC>I_'"4CA TION. (SEE FOUNDATION DETAILS SHEET A-1). 6. MONOLITISC PETER FOUNDATIONISLAB: 30-WHESIFikOW FINISHED GRADE BY 18 -INCHES WIDE PERIMETER FOUNDAT'ON POURED MONOTHIIOLLY WITH (3} 05 STEEL REINFORCEMENT BARS CONTINU`..,LS PRO`. IDE 10 &; AGE 6"x6' WELDED WIRE MESH TO EXTEND THOUGHTOUT THE SLAB ,ND CONTNUE TC THE BOTTOM OF THE MONOLITHIC FOOTING. FOOTINGS SHALL BEAR ON UNDISTURBED S ... NO EXCEPTIONS. (SEE FOUNDATION DETAILS SHEET A-1 � 7. FLOOR SLAB: 44NCH THICK CONCRETE SLAB REfNFCiRCEC 'MTH 10 GAUGE 6'"x6' fixf� W' 4 1.4) WELDED WIRE MESH CONTINUOUS PLACE SLAB OVER 6 MIL VAPOR BARRIER. ``. ER 4-'N,'HES COMPACTED GRANULAR FILL ON WELL '_'OMPACTED TO, 95°o PROCTOR, FILL `OP pa TIC% ANC PORCH SLAB A.N^ OTHER 4_XTERIOR FiAT CONCRETE USE 6%AIR-ENTRAINED 4DMIXTURE. SLOPE EXTERIOR SLABS FROM THE BUILDING A7 1/4 -INCH PER FOOT 8 DICKCOLUIIN FOO M: USE 18 -INCH DIAMETER BY 354NCH DEEP FOOTINGS FOR ALL = -(Z SUPPORT COLUMNS. COORDINATE COLUMN ANCHOR AS REQUIRED. 9. SLAB FIM: PROVIDE STEEL TROWEL FINISH FOR ALL INTERIOR SLAB AREAS AND GARAGE CREATE BRQOM FIRM TEMA* FOR ALL EXTEi W &JV& USED RESSED CONCRETE "PENNSYLINIMA SLUE STOW FINISH ON TW FOt7Mff ININY lOIiCH AND THE REAR SUMMER PORCH. 10. WALL FOOTliG: THE FRONT FOUIIATION WALL MUST BE CONSTRUCTED AS A CONCRETE CANTtI VERED RETAMW WALL DUE TO THE WALK -OUT BASEMENT SCHEME. THE CONSTRUCTION OF THE BASEMENT WALLS SHALL BE AS SHOWN IN THE DETAIL ON SHEET A-1 THE REAR FOUNDATION WALL SHALL BE OF A MORE TYPICAL FOUNDATION CONSTRUCTION THE REAR WALL FOOTING SHALL BE 124NCHES DEEP BY 244NCHES .NIDE MINIMUM PROVIDE 3 - 05 CONTINUOUS RENNFORCING BARS. THE FOOTINGS MUST BE LOCATED ON UNDISTURBED SOIL. THE BASE OF ALL FOOTINGS MUST BE LOCATED AT LEAST 30 -INCHES BELOW THE FINAL GRADE. USE 1-1R-NMCH x 24 -INCHES RIGID INSULATION AROUND THE FOUNDATION PERIMETER AS SHOWN. 11, CONCRETE MASONRY UNITS (CMU): SHALL BE IN ACCORDANCE WITH ASTM C90 OR C145 AND SHALL HAVE A MINIMUM NET COMPRESSIVE STRENGTH OF 1900, PSI 12. MORTAR: SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C27,J GROUT MINIMUM 28 DAY COMPRESSIVE STRENGTH SHALL BE 2000 PSI WITH A MAXIMUM AGGREGATE SIZE OF 3!8 -INCH AND A 94NCH TO 114NCH SLUMP. 13. REINFORCING STEEL: SHALL BE A MINIMUM OF ASTM A615, GRADE 40 ALL REINFORCEMENT SPLICES SHALL BE #4 - #5 BARS: 25-WCHES MINIMUM. #7 BARS 35 -'LACHES MINIMUM 14. ANCHOR BOLTS: PROVIDE 112 -INCH ANCHOR BOLTS AT 48 -INCHES ON -CENTER MAXIMUM AND WITH 24 -INCHES AT ALL CORNERS OF THE BASEMENT WALL AND W;TH 12 -INCHES OF ALL WALL OPENINGS 15. PRESSURE TREATED LUMBER: PR&I IDE CCA TREATED SOUTHERN -YELLOW -PINE WHERE'v ER V^ OOD COMES IN CONTACT V.ITH CONCRETE OR OTHE R'4NISE NOTED 16. VAPOR BARRIER: PROVIDE 6 -MIL POLYFTHELENE VAPOR BARR,ER UNDER ALL INTERIOR FLAT CONCRE-E WORK 17. OUTDOOR MECHANICAL PADS PRO'd'i1E CONCRETE SLAB FOR AIR CONDITIONER COMPRESSOR. AS REQUIRF� 8Y MECHANICAL EQUIPMENT MANUFACTLIRFR COORD!NATE PLACEMENT WITH FINISH GRADING AND S'TE CONDITIONS 18. CONCRETE CORNER REINFORCEMENT BARS: PROVIDE CORNER BARS AT ALL CORNERS AND INTERSECTIONS OF FOOTINGS BEAMS AND WALLS 19. CONTROL JONTS: CONSTRUCTION Jk :IONTROL JOINTS SHALL t fE PRC V UED ,N ALL SLABS ON GRADE SO THAT THE MAXIMUM AREA !3ETWEEN JOINTS SHALL BE 800 SQUARE I-EET AND THE LENGTH OF THAT AREA t.1UST NOT BE MORE THAN -NICE THE NO CONTROL „(-)iN7S SHALL BE SPACED MORE THAN 15 FEET APART. 20. GARAGE SLAB: PROVIDE POSME DRA04AGE OF GARAGE SLAB SURFACE AND TAPERED UP AT GARAGE DOOR OPENING. REV, 02-01-03 FIN Oz -13-03 X-: z 0 ImE) a z 0 L) W 0 I 3 W Z SHEET NO. A -i