chief architect sample 2 - eclipse design services

VANDERCOOK, MICHIGAN

ENGINEER:

OWNER:

ECLIPSE DESIGN SERVICES4468 SPRINGBROOK ROADJACKSON, MICHIGAN 49201TEL: (517) 782-4099FAX: (517) 782-1092

USE GROUP CLASSIFICATION: C-1

CONSTRUCTION TYPE: 5B UNPROTECTED

BUILDING IS SINGLE STORY WOOD FRAME STRUCTURE WITH FULL WALKOUT BASEMENT

SITE AREA: 2,000 S.F.

BUILDING AREA: 840 S.F. 1st FLOOR 840 S.F. BASEMENT (UNFINISHED)

SITE AREA: 23 %

DESIGN LOADS:

FLOOR LIVE LOAD - 80 P.S.F.FLOOR DEAD LOAD - 15 P.S.F.ROOF LIVE LOAD - 12 P.S.F.ROOF DEAD LOAD - 15 P.S.F.GROUND SNOW LOAD - 30 P.S.F.BASIC WIND SPEED - 90 M.P.H.

ALL MECHANICAL & ELECTRICAL SHALL BE INSTALLED PER ALL STATE & LOCAL BUILDINGCODES

B U I L D I N G I N F O R M A T I O N D R A W I N G I N D E X

RICHARDSON HAIR SALON4200 BLOCK FRANCIS STREET

PROJECT PARTICIPANTS

6128-C/S-001 SHEET 1 TITLE SHEET6128-C/S-001 SHEET 2 GENERAL NOTES6128-C/S-001 SHEET 3 EXISTING CONTOUR LINES6128-C/S-001 SHEET 4 FINAL GRADING PLAN6128-C/S-001 SHEET 5 PARKING LOT LAYOUT / DETAILS6128-C/S-001 SHEET 6 FOUNDATION & BASEMENT FLOOR LAYOUT6128-C/S-001 SHEET 7 1st FLOOR LAYOUT & ROOF FRAMING PLAN6128-C/S-001 SHEET 8 EXTERIOR ELEVATIONS & CROSS SECTIONS6128-C/S-001 SHEET 9 EXTERIOR ELEVATIONS & CROSS SECTIONS

CONTRACTOR: ON SOLID ROCK HOMES18430 U.S. 12CEMENT CITY, MICHIGAN 49233TEL: (517) 547-6336FAX: (517) 547-5597

DAVID & KELLIE RICHARDSON123 E. SOUTHFIELDJACKSON, MICHIGAN 49203TEL: (517)

MISS DIG

8OO-482-7171(TOLL FREE)

BEFORE YOU DIGCALL MISS DIG

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ISSUED FOR CONSTRUCTION03/23/040 C.R.W.C.R.W.

TITLE PAGE 6128-C/S-001

CEMENT CITY, MI 4922318430 U.S. 12

ON SOLID ROCK HOMES

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40-6128-001

DAVID & KELLIE RICHARDSONSITE PLAN 4200 BLOCK FRANCIS STREET


4468 Springbrook RoadJackson, Michigan 49201 1 0

C.R. WITHERELL, P.E. (MI-25411)

C.R.W. 03/23/04

C.R.W. 03/23/04

GENERALALL WORK ON THIS PROJECT SHALL CONFORM TO ALL APPLIC ABLE LOCAL, STATE, COUNTY CODES, STANDARDS, REGULATIONS AND LAWS, INCLUDING BUT NOT LIMITED TO "MICHIGAN BUILDING CODE", LATEST EDITION BY THE MICHIGAN DEPARTMENT OF CONSUMER & INDUSTRY SERVICES, BUREAU OF CONSTRUCTION CODES.

COORDINATE ALL WORK WITH OWNER/BUILDER

ALL PRODUCTS AND MATERIALS TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND TRADE STANDARDS.

FIRE STOP ALL VERTICAL AND HORIZONTAL DRAFT OPENINGS AT EACH FLOOR AND CEILING AS REQUIRED BY CODE AND INSPECTOR.

THE STRUCTURAL DRAWINGS ARE FOR THE PLACEMENT AND SIZE OF STRUCTURAL COMPONENTS ONLY. OSHA AND SAFETY CODE REQUIREMENTS ARE TO BE DETERMINED AND PROVIDED BY THE CONTRACTOR..

THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER IT IS FULLY COMPLETED. IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE AND TO ENSURE SAFETY OF THE STRUCTURE AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES PROVIDING TEMPORARY BRACING, SHORING, GUYS OR TIE-DOWNS. THESE TEMPORARY SUPPORTS SHALL REMAIN IN PLACE UNTIL ALL STRUCTURAL COMPONENTS ARE IN PLACE AND COMPLETED.

VERIFY ALL EXISTING ASSUMED DIMENSIONS AND CONDITIONS (I.E. EXISTING MATERIALS, FRAMING MEMBERS SIZES, LOCATIONS, METHODS OF CONSTRUCTION, ETC.) PRIOR TO CONSTRUCTION AND FABRICATION. IF DISCREPANCIES ARE FOUND NOTIFY OWNER/BUILDER/ENGINEER BEFORE PROCEEDING WITH WORK.

DESIGN LOADS:

FLOOR LIVE LOADS - 40 PSFROOF LIVE LOADS - 35 PSFALL DEAD LOADS - 15 PSF

PROVIDE ALL LABOR AND MATERIALS AS REQUIRED ON THE DRAWINGS OR AS OTHERWISE REQUIRED FOR COMPLETE CONSTRUCTION OF THIS PROJECT.

ALL WORK SHALL BE DONE IN A MANNER AND QUALITY THAT IS NORMAL AND TYPICAL OF THE CONSTRUCTION INDUSTRY. ALL WORK SHALL BE ACCEPTABLE IN QUALITY TO THE OWNER AND/OR ENGINEER. UNACCEPTABLE WORK SHALL BE CORRECTED AT NO COST TO THE OWNER, UNTIL THE WORK IS SATISFACTORY TO THE OWNER.

SITEWORKTHE OWNER/BUILDER HAS NOT PROVIDED THE ENGINEER WITH SOIL BORINGS OR OTHER INFORMATION ON THIS SITE TO ESTABLISH A SAFE SOIL BEARING PRESSURE CAPACITY. A PRESUMPTIVE ALLOWABLE NET SOIL BEARING PRESSURE IS 2,000 PSF HAS BEEN USED FOR FOOTING DESIGN. IF UNDERLYING AND/OR UNSTABLE SOILS ARE EXPOSED DURING EXCAVATION IN AREAS WHICH WILL BE SUBJECTED TO IMPOSED STRUCTURAL LOADINGS, SUCH SOILS SHALL BE REMOVED AND/ OR MODIFIED AS DIRECTED BY THE ENGINEER.

ALL FOUNDATIONS ARE TO BEAR ON SOUND, UNDISTURBED SOIL AND THE BOTTOM OF ALL FOUNDATIONS SHALL BE A MINIMUM OF 42" BELOW FINISH GRADE.

THE SITE SHALL BE STRIPPED OF ALL TOPSOIL AND ORGANIC MATERIALS TO A MINIMUM DISTANCE OF THREE FEET OUTSIDE THE BUILDING PERIMETER, AND DRIVE OR WALK AREAS. EXPOSED SOILS UNDER DRIVEWAY, SIDEWALKS, GARAGE FLOOR, ETC. SHALL BE DENSIFIED BY PROOF ROLLING PRIOR TO INSTALLING STRUCTURAL FILL AS REQUIRED TO BRING THE GROUND UP TO THE DESIGN ELEVATION UNDER THE ON GRADE CONCRETE SLAB TO BE INSTALLED.

STOCKPILE ALL CLEAN TOPSOIL ON SITE FOR LANDSCAPING BACKFILL. BUILDER SHALL REMOVE ALL EXCESS SOIL AND ALL REFUSE FROM CONSTRUCTION SITE BY THE COMPLETION OF THE PROJECT.

STRUCTURAL FILL MATERIAL SHALL BE INORGANIC GRANULAR SOIL CONTAINING LESS THAN 10 PERCENT FINES (MATERIAL PASSING THE NO. 200 SIEVE).

ALL FILL MATERIAL IN THE BUILDING AND DRIVEWAY AREAS SHALL BE PLACED IN LOOSE LIFTS NOT TO EXCEED 8 INCHES IN THICKNESS AND COMPACTED TO A MINIMUM OF NOT LESS THAN 95 % OF THE MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D-1557, MODIFIED PROCTOR METHOD.

THE SPECIFIC ROLLER AND COMPACTION EQUIPMENT USED UNDER THE FIELD CONDITION SHALL HAVE BEEN SHOWN THAT THE REQUIRED COMPACTION CAN BE OBTAINED WITH THE EQUIPMENT AND METHODS PROPOSED TO PROVIDE A MINIMUM OF 3,000 POUNDS PER SQUARE FOOT BEARING CAPACITY.

ALL WORK SHALL BE STOPPED DURING RAINY PERIODS WHEN CONDITIONS WILL NOT ALLOW SATIFACTORY COMPACTION. WORK WILL BE STARTED AGAIN ONLY WHEN THE MOISTURE CONTENT AND THE CONDITION OF EACH LAYER SPREAD IS SATIFACTORY, IT SHALL BE ROLLED WITH AN APPROVED COMPACTING ROLLER.

PROTECT ALL SOIL BEARING SURFACES FORM FREEZING PRIOR TO CONCRETE PLACEMENT. PROTECT ALL CONCRETE WORK FROM FREEZING DURING AND AFTER PLACEMENT (MINIMUM 7 DAYS). BACKFILL AROUND GRADE WALLS OR PROVIDE OTHER MEANS OF PROTECTION TO PREVENT FREEZING OF GROUND BENEATH THE FOOTINGS.

PROVIDE NECESSARY SHEETING, SHORING BRACING, ETC. AS REQUIRED DURING EXCAVATIONS TO PROTECT THE SIDES OF THE EXCAVATIONS.

PROVIDE ADEQUATE AND PROPER BRACING OF ALL FOUNDATION/BASEMENT WALLS PRIOR TO BACKFILLING. BRACING TO REMAIN IN PLACE UNTIL STRUCTURAL FLOOR DECK AND BASEMENT SLAB IS COMPLETELY INSTALLED BEFORE EXCAVATION CAN BE BACKFILLED.

THE USE OF ON SITE MATERIALS THAT HAVE NOT BEEN INSPECTED AND APPROVED BY THE ENGINEER FOR BACKFILLING OF BASEMENT WALLS IS STRICTLY PROHIBITTED. BACKFILLING OF EXCAVATIONS FOR BASEMENT WALLS SHALL BE PERFORMED IN ACCORDANCE WITH FOLLOWING:

AS A MINIMUM, THE FIRST 14" OF BACKFILL WILL BE WASHED PEA STONE GRAVEL. (INSTALL DRAIN TILE PER PLUMBING REQUIREMENTS)

REMAINDER WILL BE BACKFILLED TO FINISH GRADE WITH INORGANIC GRANULAR SOIL.

AT COMPLETION OF WORK FINISH GRADING OF AREAS DISTURBED BY CONSTRUCTION.

CONCRETEALL CONCRETE WORK AND PLACEMENT SHALL BE PERFORMED IN ACCORDANCE WITH LATEST EDITION OF ACI301 "SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS".

CONCRETE DESIGN IS BASED ON THE ALTERNATE DESIGN METHOD OF "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", ACI 318, OF THE AMERICAN CONCRETE INSTITUTE.

DETAILING OF REINFORCEMENT SHALL BE GOVERNED BY THE "ACI MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURE", UNLESS NOTED OTHERWISE.

MATERIALS:

PORTLAND CEMENT SHALL CONFORM TO ASTM C 150 TYPE 1

AGGREGATES SHALL CONFORM TO ASTM C 33

AIR-ENTRAINING ADMIXTURES SHALL CONFORM TO ASTM C 260

REINFORCING STEEL - BARS, DOWELS AND TIES SHALL CONFORM TO ASTM-615, GRADE 60

WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185

MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS:

FOUNDATIONS AND GRADE WALLS - 3,000 PSI WITH A MINIMUM OF 5 BAGS OF CEMENT

FLOOR SLAB-ON-GRADE - 3,500 PSI WITH A MINIMUM OF 6 BAGS OF CEMENT

FINISHED CONCRETE WHICH HAS SURFACES THAT WILL BE EXPOSED TO WEATHER SHALL BE OF AIR-ENTRAINED TYPE. TOTAL AIR CONTENT SHALL BE 6 PERCENT, PLUS OR MINUS 1 PERCENT.

DESIGN MIX FOR CONCRETE SHALL BE PROPORTIONED TO RESULT IN CONCRETE SLUMP AT THE POINT OF DISCHARGE NOT TO EXCEED 3 INCHES.

COLD WEATHER CONCRETING - UNLESS ADEQUATE PROTECTION IS PROVIDED AND/OR APPROVAL GIVEN, CONCRETING SHALL NOT BE STARTED DURING RAIN, SLEET, OR SNOW, AND SHALL NOT BE CONTINUED DURING SUCH WEATHER AFTER HAVING STARTED EXCEPT LONG ENOUGH TO COME TO A SUITABLE CUT-OFF POINT. RAINWATER SHALL NOT BE ALLOWED TO INCREASE THE MIXING WATER WITHOUT INCREASING THE CEMENT PROPORTIONATELY. CONCRETE FINISH SHALL BE PROTECTED UNTIL SUFFICIENT HARDNESS IS OBTAINED. THE MINIMUM TEMPERATURE OF CONCRETE AS PLACED SHALL BE 50 DEGREES F. IN COLD WEATHER, IN ORDER TO MAINTAIN THE ABOVE MINIMUM, PLACING TEMPERATURE SHALL NOT BE LESS THAN THE FOLLOWING:

AIR TEMPERATUREABOVE 30 DEGREES F20 TO 30 DEGREES F

COLD WEATHER CONCRETING - WINTER CONCRETING SHALL CONFORM TO RECOMMENDED PRACTICES (ACI STANDARD 306). WHEN THE MEAN DAILY TEMPERATURE OF THE ATMOSPHERE IS LESS THAN 40 DEGREES F., THE CONCRETE SHALL BE SO PROTECTED AS TO MAINTAIN WITHIN IT A TEMPERATURE OF 50 DEGREES F. TO 70 DEGREES F. FOR THE CURING PERIOD REQUIRED. WHEN NECESSARY, ARRANGEMENTS FOR HEATING, COVERING, INSULATING, OR HOUSING SHALL BE MADE IN ADVANCE OF PLACEMENT AND SHALL BE ADEQUATE TO MAINTAIN IN ALL PARTS OF THE CONCRETE THE REQUIRED TEMPERATURE AND MOISTURE CONDITIONS AND NOT CAUSE INJURY DUE TO CONCENTRATION OF HEAT.

ANTI-FREEZE COMPOUNDS: SALT, CHEMICALS, OR OTHER FOREIGN MATERIAL SHALL NOT BE USED TO PREVENT FREEZING.

ACCELERATORS: PER ASTM C-494 MAY BE USED, WHEN APPROVED BY THE ENGINEER, WHICH WILL NOT CAUSE AN INJURIOUS EFFECT ON DESIRED QUALITIES.

HOT WEATHER CONCRETING - IN HOT WEATHER THE CONCRETE WHEN DEPOSITED SHALL NOT HAVE A TEMPERATURE WHICH WILL CAUSE DIFFICULTY FROM LOSS OF SLUMP, FLASH SET, OR COLD JOINTS (MAX. 90 DEGREES F.). WHEN NECESSARY THE WATER AND/OR AGGREGATES SHALL BE COOLED TO PREVENT CONCRETE FROM HAVING EXCESSIVE TEMPERATURES. HOT WEATHER CONCRETING SHALL CONFORM TO RECOMMENDED PRACTICES (ACI STANDARD 605). CONCRETE CAST DURING HOT WEATHER SHALL BE PROTECTED FROM PREMATURE DRYING OUT AND EXCESSIVE HEATING DURING THE CURING PERIOD. EXCESSIVE TEMPERATURE CHANGES - THE CHANGE IN TEMPERATURE OF ANY PORTION OF THE CONCRETE DUE TO CHANGE IN WEATHER OR REMOVAL OF PROTECTION OF CURING HEAT SHALL BE GRADUAL AND SHALL NOT EXCEED 5 DEGREES F. IN ANY 24-HOUR PERIOD.

SLAB-ON-GRADE SHALL BE PLACED ON 4 INCHES OF COMPACTED SAND.

CONCRETE FINISHES:

TOP SUFACE OF SLAB-ON-GRADE SHALL RECEIVE A STEEL TROWEL FINISHED.

TOP SUFACE OF EXTERIOR CONCRETE SLABS SHALL RECEIVE A BROOM FINISH.

A WET CURED METHOD SHALL BE USED FOR CURING THE FLOOR SLAB-ON-GRADE, WHICH ARE TO RECEIVE A SURFACE HARDENER AND DUSTPROOFER, SUCH AS "SURFHARD," AS MANUFACTURED BY THE EUCLID CHEMICAL COMPANY, OR APPROVED SUBSTITUTE. THE PRODUCT SHALL BE APPLIED IN STRICT ACCORDANCE WITH THE INSTRUCTIONS OF THE MANUFACTURER.

ALL REINFORCING STEEL SHALL BE FABRICATED AND PLACED IN ACCORDANCE WITH ACI 318, LATEST EDITION:

REINFORCING STEEL SHALL BE CONTINUOUS, UNLESS OTHERWISE NOTED, REINFORCING BAR SPLICES SHALL BE A MINIMUM OF 36 BAR DIAMETERS. HOOKS TO ACI STANDARD.

REINFORCED CONCRETE WALLS AND FOOTINGS SHALL HAVE CORNER BARS AT ALL INTERSECTIONS OF THE SAME SIZE AND SPACING AS THE MAIN HORIZONTAL REINFORCING.

PROVIDE (2) #5 x 4'-0" LONG DIAGONAL BARS AT EACH CORNER OF OPENINGS IN WALLS AND FLOOR SLABS.

CONSTRUCTION JOINTS AND CONTROL JOINTS SHALL BE PROVIDED IN SLAB-ON-GRADE AS SHOWN ON THE DRAWINGS.

CONCRETE POURED INTO VERTICAL FORMS SUCH AS FOUNDATION BASEMENT WALLS, RETAINING WALLS, ETC. SHALL BE CONSOLIDATED AROUND REINFORCING STEEL AND SIDES OF FORMS BY USE OF HAND HELD PORTABLE VIBRATORS.

INSTALL 6 MIL POLYETHYLENE VAPOR BARRIER UNDER ALL CONCRETE SLABS ON GRADE IN BASEMENTS AND OTHER LIVING AREAS.

CONCRETE TEMPERATURE

60 DEGREES F55 DEGREES F

STRUCTURAL STEELALL STEEL WORK AND ERECTION SHALL BE PERFORMED IN ACCORDANCE WITH LATEST EDITION OF AISC, "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES", "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDINGS", "SPECIFICATIONS FOR STRUCTURAL JOINST AND BOLTS", "STRUCTURAL WELDING CODE - STEEL"

ALL WELDED CONNECTIONS SHALL BE SHOP WELDED BY CERTIFIED WELDERS IN ACCORDANCE WITH THE LATEST A.W.S. CODE USING E70XX ELECTRODES.

MATERIALS:

ROLLED STEEL, PLATES AND BARS ASTM A36 OR A572, GRADE 50

ANCHOR BOLTS COMPLY WITH ASTM A307, GRADE A

STEEL TUBING ASTM A500 GRADE B OR ASTM A501

BOLTS ASTM A325 OR A490 AS SHOWN ON DRAWINGS

PRIME ALL STEEL WITH RUST INHIBITING PRIMER PRIOR TO SHIPPING. PAINT LOWER PORTIONS OF ALL COLUMNS TO BE BURIED IN CONCRETE, AS WELL AS UNDERSIDE OF BASEPLATES TO BE IN CONTACT WITH CONCRETE WITH BLACK ASPHALTIC PAINT.

THE DESIGN OF ALL STRUCTURAL STEEL CONNECTIONS SHALL BE THE RESPONSIBILITY OF THE STRUCTURAL STEEL FABRICATOR. FABRICATOR SHALL FIELD MEASURE AND PREPARE NECESSARY SHOP DRAWINGS FOR STEEL FABRICATION AND ERECTION. FABRICATOR SHALL SUBMIT 4 COPIES OF ALL SHOP DRAWINGS AND CALCULATIONS SEALED BY AREGISTERED ENGINEER IN THE STATE OF MICHIGAN TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. APPROVAL OF THE SHOP DRAWINGS BY THE ENGINEER SHALL NOT CONSTITUTE APPROVAL OF THE ADEQUACY OR ERECTION SAFETY OF ANY STRUCTURAL STEEL CONNECTIONS.

DESIGN BEAM END CONNECTIONS FOR A MINIMUM OF ONE-HALF OF THE TOTAL ALLOWABLE UNIFORM LOAD PER AISC BEAM LOAD TABLES.

ALL ANGLES, BEAMS AND OTHER STEEL SHAPES USED AS LINTELS IN EXTERIOR MASONRY WALLS SHALL BE GALVANIZED OR STAINLESS STEEL.

MASONRYALL MASONRY WORK SHALL BE IN ACCORDANCE WITH THE LATEST ACI AND NCMA SPECTIFICATIONS.

MATERIALS:

ALL CONCRETE BLOCK, BOTH LOAD BEARING AND NON-LOADBEARING, SHALL CONFORM TO ASTM C90 AND CH5, TYPE 1, GRADE I OR II (1,500 PSI)

MORTAR SHALL BE TYPE S (2,000 PSI) CONFORMING TO ASTM C270 SAMPLED AND TESTED TO ASTM C1019

ALL REINFORCING BARS, DOWELS AND TIES SHALL CONFORM TO ASTM A615 GRADE 60

JOINT REINFORCEMENT - ASTM A82, LADDER CONFIGURATION, SIDE RODS AND CROSS RODS 9 GAUGE (0.1483 IN.), CROSS WIRES SPACED AT 16" O.C. CORROSION PROTECTION - INTERIOR: MILL GALVANIZED, ASTM A641, EXTERIOR OR HIGH HUMIDITY CONDITIONS: HOT DIPPED GALVANIZED AFTER FABRICATION, ZINC COATED ASTM A153 (1.50 OZ. PER S.F.)

MASONRY GROUT SHALL CONFORM TO ASTM C476, WITH PEA GRAVEL AGGREGATE AND A MINIMU STRENGTH OF 2,000 PSI.

FLASHING - PIECE MEMBRANE (FLEXIBLE COMPOSITE) OR DRIP EDGE EXTENSION OF STAINLESS STEEL ASTM A167 WITH MEMBRANE (FLEXIBLE COMPOSITE). FLASHING MATERIAL MUST BE IMPERVIOUS TO MOISTURE AND RESIST ABRASION, CORROSION, ULTRA-VIOLET (UV) EXPOSURE AND PUNCTURE. PVC FLASHING IS NOT RECOMMENDED.

JOINT SEALANTS SHALL BE COMPATIBLE TO FLASHINGS, PERFORM AT EXTREME TEMPERATURES AND NOT CAUSE MASONRY DISCOLORATION. THE CHOSEN MATERIAL SHALL LAST THE LIFE OF THE BUILDING

ALL BLOCK CORES SHALL BE GROUTED SOLID AROUND VERTICAL REINFORCING BARS.

ALL STEEL LINTELS SHALL HAVE A MINIMUM OF 8" BEARING AT EACH END.

PROVIDE WEEP-HOLES AT 48" O.C. AND FABRIC FLASHING AT BOTTOM OF ALL VENEER WALLS AND AT LINTELS. WEEPHOLES SHALL BE PARTIALLY OPEN HEAD JOINTS.

PROVIDE A LAYER OF WASHED PEA STONE GRAVEL ON THE FLASHING TO PREVENT MORTAR DROPPINGS FROM CLOGGING THE WEEPHOLES.

LOOSE INSULATION SHALL BE PROVIDED WHERE SHOWN ON THE DRAWINGS. LOOSE FILL INSULATION SHALL BE PLACED IN LIFTS TO COINCIDE WITH LAYING OF THE CONCRETE MASONRY UNITS TO PREVENT BUILD-UP OF MORTAR DROPPINGS, WHICH MAY HINDER DOWNWARD MIGRATION OF MOISTURE.

EXTERIOR DOOOR SILLS AT WALL WITH MASONRY TO BE NATURAL INDIANA LIMESONE SAW CUT AND POLISHED.

PROVIDE WALL TIES AT 24" O.C. HORIZONTALLY AND 16" VERTICALLY. TIES TO BE HECKMANN #187 HOLE TYPE, 16 GAUGE ANCHOR AT WOOD STUD AND CONCRETE MASONRY WALL CONSTRUCTION.

ALL FINAL BRICK AND STONE MATERIAL SELECTIONS WILL BE MADE BY THE OWNER/BUILDER.

HORIZONAL LADDER STEEL REINFORCEMENT SHALL BE INSTALLED IN ALL MASONRY LOAD BEARING WALLS AT 16" O.C. VERTICAL SPACING.

WOOD FRAMING LUMBERALL WOOD FRAMING SHALL PER AMERICAN INSTITUTE OF TIMBER CONSTRUCTION AND NATIONAL FOREST PRODUCT ASSOCIATION STANDARDS AND SPECIFICATIONS, LATEST EDITION.

PRESERVATIVE TREATED LUMBER SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPI STANDARD LP-2. ALL WOOD LUMBER IN CONTACT WITH EARTH OR CONCRETE SHALL BE PRESSURE TREATED.

FRAMING CONNECTIONS SHALL BE NAILED IN ACCORDANCE WITH NLMA STANDARDS

MATERIALS:

STRUCTURAL FRAMING LUMBER SHALL BE KILN DRIED, DOUGLAS FIR NO 2. MEETING OR EXCEEDING THE FOLLOWING STRUCTURAL CHARACTERISTICS BASED ON THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION PUBLISHED BY NFPA:

MODULUS OF ELASTICITY - 1,700 KSI EXTREME FIBER STRESS BENDING - 1,250 PSI HORIZONTAL SHEARING STRESS - 95 PSI COMPRESSION PERPENDICULAR TO GRAIN - 350 PSI COMPRESSION PARALLEL TO GRAIN 1,200 PSI

FASTENERS: NAILS - FS-FF-N-103 AND FF-N-105, SCREWS - FS-FF-S-111, BOLTS - FS-FF-8561 AND FF-B-671.

USE NON-CORROSIVE CASING NAILS WHEN INSTALLING SIDING AND EXTERIOR TRIM.

ADHESIVES SHALL BE WATERPROOF, NON-STAINING, CASE-IN CONTACT THERMO SETTING TYPES RECOMMENDED BY AWI.

PLYWOOD ROOF DECKING SHALL BE ½" 5 PLY., 48/24-C-D EXTERIOR GRAD AR WITH PLY CLIPS AT FRAMING SPACED 24" O.C.

INTERIOR TRIM AND MILLWORK BY OWNER/BUILDER

ENGINEERED LUMBER - LVL's (LAMINATED VENEER LUMBER), GLULAMS AND I-JOISTS SHALL BE BY WILLAMETTE INDUSTRIES OR EQUALL APPROVED BY ENGINEER.

FRAMING CONNECTORS SHALL BE SIMPSON STRONG-TIE CONNECTORS.

PROVIDE FIRE RETARDANT LUMBER WHERE REQUIRED BY CODE.

UNLESS OTHER WISE NOTED ON DRAWINGS, PROVIDE MINIMUM ½" EXTERIOR PLYWOOD SHEATHING ON ALL EXTERIOR STUD WALLS. COVER SHEATHING WITH MINIMUM 15 POUND BUILDING FELT OR TYVEK HOUSE WRAP.

PROVIDE DOUBLE BEARING STUD AT EACH END OF WOOD HEADERS, TYPICAL UNLESS NOTED OTHERWISE.

ALL BEARING STUDS, POINT LOADS, ETC. SHALL BE BLOCKED SOLID TO OR PLACED DIRECTLY ON FOUNDATION WALLS, STEEL BEAMS OR WOOD BEAMS DESIGNED FOR SUCH LOADS. PROVIDE AT LEAST TWO FLOOR JOISTS MEMBERS DIRECTLY UNDER ALL WALLS WHICH RUN PARALLEL TO FLOOR JOISTS.

UNLESS NOTE OTHERWISE - ALL PARTITIONS ARE WOOD. ALL STUDS ARE MINIMUM 16" O.C. FOR 2x4 STUDS AND 24" O.C. FOR 2x6 STUDS. ALL INTERIOR WALLS ARE 4 ½" (2x4 STUDS W/ ½" DRYWALL BOTH SIDES). ALL EXTERIOR WALLS ARE 4 ½" (2x4 STUDS W/ ½" DRYWALL ON INSIDE, ½" PLYWOOD OUTSIDE) OR 6 ½" (2x6 STUDS W/ ½" DRYWALL INSIDE, ½" PLYWOOD OUTSIDE)

ALL HEADERS SHALL BE MINIMUM 2 - 2x10 UNLESS NOTED OTHERWISE.

PROVIDE BLOCKING IN WALL FOR ALL CABINETS, TOWEL AND CLOTHES RACKS AND SHELVES, LIGHTS, HANDRAILS, PLUMBING FIXTURES, ETC. VERIFY LOCATIONS WITH OWNER/BUILDER. FIREBLOCK ALL STUD SPACES AT 8'-0" HEIGHT.

ENGINEERED LUMBER PRODUCTS - LVL's, GLULAMS AND I-JOISTS SHALL BE HANDLED, STORED AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.

SHINGLES/WATERPROOFINGASHPALT SHINGLES SHALL BE SELECTED BY OWNER/BUILDER.

INSTALL MINIMUM 15 POUND BUILDING FELT UNDER SHINGLES. INSTALL 90 POUND ROLL ROOFING AT ALL VALLEYS UNDER SHINGLES. INSTALL ICE AND WATER SHIELD AT ALL EAVES AND UP ROOF MINIMUM 24" PAST INTERIOR FACE OF WALL. INSTALL ALUMINUM DRIP EDGING AT ALL EAVES AND RAKES.

ASPHALT SHINGLES SHALL BE FASTENED ACCORDING TO MANUFACTURER'S INSTRUCTIONS TO SOLIDLY SHEATHED ROOFS, BUT NOT LESS THAN 4 NAILS PER EACH 36" TO 40" STRIP OF SHINGLES AND 2 NAILS PER EACH 9" TO 18" OF INDIVIDUAL SHINGLE.

PROVIDE ALL CAULKING AND FLASHING AS REQUIRED TO ENSURE A WATERTIGHT ROOF SYSTEM.

INSTALL ROOF, GABLE END AND SOFFIT VENTS AS REQUIRED PER CODE, TO MEET MINIMUM OF 1 SQUARE FOOT OF CLEAR VENTILATION TO EVERY 150 SQUARE FEET OF ATTIC SPACE.

ALL BASEMENT WALLS TO BE WATERPROOFED WITH A PRODUCT SPECIFICALLY DESIGNED FOR WATERPROOFING OF BASEMENT WALLS. DAMPPROOFING IS NOT ACCEPTABLE. INSTALL INSULATION/DRAINAGE BOARD OVER WATERPROOFING.

INSULATIONPROVIDE MINIMUM 12" FIBERGLASS BATT INSULATION IN ALL ATTIC SPACES. INSTALL INSULATION BAFFLES WHERE REQUIRED TO MAINTAIN A MINIMUM OF 2" CLEAR AIR SPACE FOR VENTILATION.

INSULATE RIM JOISTS AND BONDS AT ALL FLOORS WITH MINIMUM 9" FIBERGLASS BATT INSULATION.

PROVIDE MINIMUM 3 ½" R13 FIBERGLASS INSULATION IN ALL 2x4 EXTERIOR STUD WALL AND 5 ½" R19 FIBERGLASS INSULATION IN ALL 2x6 EXTERIOR WALLS.

INSULATE ALL FLOORS AT CANTILEVERS AND BOX-OUTS.

PROVIDE SOUND ATTNUATION BLANKET IN ALL WALLS OF BATHROOMS.

VERIFY WITH OWNER/BUILDER AS TO GARAGE INSULATION REQUIREMENTS.

UTILITIESOWNER/BUILDER SHALL COORDINATE WITH UTILITY COMPANY FOR INSTALLATION. CONTACT MISS DIG BEFORE PERFORMING ANY EXCAVATION ACTIVITIES.

ELECTRICALELECTRICAL SYSTEMS ARE TO BE DESIGN/BUILD BY THE ELECTRICAL CONTRACTOR AND SHALL BE COORDINATED WITH OWNER/BUILDER. ELECTRICAL CONTRACTOR SHALL BE PROPERLY LICENSED IN THE STATE OF MICHIGAN.

ELECTRICAL CONTRACTOR TO PROVIDE SMOKE DETECTORS AS REQUIRED BY CODE. VERIFY LOCATION WITH BUILDING OFFICIAL ON APPROVED PLANS. HARDWIRE AND INTERCONNECT ALL SMOKE DETECTORS.

ALL LIGHTING AND RECEPTACLE LOCATIONS SHOULD BE VERIFIED WITH OWNER.

MECHANICALPROVIDE EXHAUST FANS IN ALL BATHROOMS.

MECHANICAL SYSTEMS ARE TO BE DESIGN/BUILD BY THE MECHANICAL CONTRACTOR AND SHALL BE COORDINATED WITH OWNER/BUILDER. MECHANICAL CONTRACTOR SHALL BE PROPERLY LICENSED IN THE STATE OF MICHIGAN.

WINDOWS AND DOORSALL WINDOWS SHALL BE VINYL CLAD WOOD WINDOWS WITH INSULATING GLASS. BRAND NAME SHALL BE PER OWNER/BUILDER REQUIREMENTS. WINDOW SIZES ARE NOTED ON DRAWINGS. PROVIDE OPERABLE SASH AS INDICATED ON DRAWINGS. PROVIDE SCHREENS FOR ALL OPERABLE SASH.

WINDOW SUPPLIER/MANUFACTURER TO VERIFY CODE COMPLIANCE FOR WINDOW EGRESS AND TEMPERED GLASS.

BEDROOM WINDOWS SHALL MEET FIRE EGRESS CODES.

FINISHES AND FIXTURESALL INTERIOR FLOOR FINISHES, FIXTURE SELECTIONS, PAINT COLORS, TRIM AND CABINET SELECTIONS, ETC. ARE BY OWNER/BUILDER.

DROP SUB-FLOOR AT ALL BATHROOMS AND IN OTHER AREAS TO RECEIVE CERAMIC TILE AS SHOWN ON DRAWINGS. VERIFY WITH OWNER/BUILDER.

DRYWALL TO BE ½" THICK WHERE FRAMING IS 16" O.C. AND 5/8" WHERE ALL FRAMING IS 24" O.C. AND ON CEILINGS. DRYWALL SHALL BE TAPED, FILLED AND SANDED SMOOTH AT ALL WALL AND CEILING LOCATIONS UNLESS OTHERWISE NOTED ON DRAWINGS.

FIRECODE DRYWALL WHERE INDICATED ON DRAWINGS AND RECOMMENDED BY CODE IS TO BE 5/8" THICK AND INSTALLED AS REQUIRED BY CODE AND AS INDICATED BY MANUFACTURER.

CAULK ALL WOOD AND TRIM EDGES TO BRICK SURFACES. CAULK ALL JOINTS AND CORNERS IN WOOD CONSTRUCTION. CAULK ALL WINDOW EDGES TO TRIM/BRICK. INSTALL METAL FLASHING AS MAY BE NEEDED TO PROVIDE A WATER-TIGHT BUILDING.

TRUSSESALL TRUSSES SHALL BE STRUCTURALLY DESIGNED AND FABRICATED BY A QUALIFIED TRUSS MANUFACTURER AND SHALL CARRY MANUFACTURER'S STAMP.

TRUSS MANUFACTURER SHALL PROVIDE THE OWNER/BUILDER COMPLETE SHOP DRAWINGS SHOWING TRUSS DESIGN, LOADING AND DIMENSIONS PRIOR TO FABRICATING TRUSSES. ALL TRUSS DESIGNS AND SHOP DRAWINGS WILL BE SEALED BY A STRUCTURAL ENGINEER LICENSED IN THE STATE OF MICHIGAN. WHERE REQUIRED BY THE CONSTRUCTION DRAWINGS, THE TRUSS MANUFACTURER WILL ALSO INCLUDE A COMPLETE ROOF PLAN SHOWING TRUSS LAYOUT WITH THE SHOP SHEETS.

ALL TRUSSES SHALL HAVE DESIGN DETAILS AND DRAWINGS ON SITE FOR FRAMING INSPECTION.

DESIGN OF THE LUMBER AND THE CONNECTOR PLATES FOR TRUSSES SHALL BE IN ACCORDANCE WITH THE LATEST TRUSS PLATE INSTITUTE REQUIREMENTS.

TRUSS TOP CHORD MUST BE BRACED WITH ROOF SHEATHING OR CONTINUOUS LATERAL BRACING AT 3'-0" O.C. BOTTOM CHORD SHALL BE BRACED WITH RIGID CEILING OR CONTINUOUS BRACING AT 10'-0" O.C. PLYWOOD SHEATHING SHALL BE NAILED OR SCREWED TO TRUSS MEMBERS AT 6" O.C. MAXIMUM SPACING. ALL BRACING SHALL COMPLY WITH TRUSS DATA SHEETS AND B W T-76 WITH BRACING AT GABLE ENDS AND WEB BRACING WHERE NEEDED.

TRUSSES SHALL BE LIFTED, INSTALLED AND TEMPORARILY BRACED IN STRICT COMPLIANCE WITH MANUFACTURER'S REQUIREMENTS.

TRUSSES SHALL NOT BE FIELD ALTERED WITHOUT PRIOR WRITTEN APPROVAL OF TRUSS MANUFACTURER.

NON-LOAD BEARING WALLS SHOULD BE HELD DOWN FROM THE TRUSS BOTTOM CHORD W/ SIMPSON STC BRACKETS TO INSURE THAT THE TRUSS BOTTOM CHORD WILL NOT BEAR ON THE WALL.

ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO MAIN GIRDER TO BE PROVIDED BY TRUSS MANUFACTURER.

ENGINEERED ROOF TRUSSES SHALL BE ATTACHED TO TOP PLATE OF SUPPORTING WALL WITH SIMPSON H-2 HURRICANE ANCHORS OR AS REQUIRED TO PROVIDE UPLIFT CAPACITY SPECIFIED ON TRUSS DATA SHEETS.

ALL ROOF TRUSSES/ROOF FRAMING SHALL BE SPACED AT 24" O.C.

ROOF PITCH SHALL BE PER DRAWINGS

SCISSORS TRUSS CEILING PITCH SHALL BE 2:12


GENERAL NOTES 6128-C/S-001


ON SOLID ROCK HOMES


CLIENT

By App

Dr

Des

Ckr

App

Date

Proj. No.

Sheet Title


40-6128-001





C.R.W. 03/23/04

C.R.W. 03/23/04

DN

DN

DN

S

W E

N

DEC

K2'-11" x 4'-0"

OPEN BELOW14'-0" x 3'-10"

LIVING AREAF.F. EL. 963'-6"

787 sq ft

BATH7'-0" x 8'-0"

DECK4'-10" x 7'-1"

PARCEL A

PARCEL B

FRAN

CIS

STR

EET

T.V.

4" g

as4"

gas

gasgas

10" w

ater

10" w

ater

1" waterwater

ssss

ssss

ssss

ssss

8" s

an8"

san

21" s

an

10" san

12" s

an

4" san

T.P.

T.P.

25' Wide Easement

115+00

116+00

117+00

118+00

BENCHMARK:

RIM EL. = 957.8MH 835 Sanitary Sewer

INV. EL. = 942.8 (N) - 21" sanINV. EL. = 944.7 (E) - 10" sanINV. EL. = 949.2 (S) - 12" san

Existing Billboard

RampSlope

BITUMINOUSPAVING

ExistingResidence

Existing Privacy Fence

55t

55t

55t

55t

55t

55t

ot

oe

= CLEANOUT

t.v.

= GAS

= UNDERGROUND TELEPHONE

= OVERHEAD TELEPHONE

= OVERHEAD ELECTRIC

= UNDERGROUND ELECTRIC

= STORM SEWER

= SANITARY SEWER

e

t

gas

= EXIST. DECIDUOUS TREE (TO BE REMOVED)

= EXIST. CONIFEROUS TREE

LEGEND:

= SPOT ELEVATION854.6

THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES HAVE NOT BEEN SHOWN ONTHESE PLAN DRAWINGS. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONOF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLYRESPONSIBILE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THECONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALLUNDERGROUND UTILITIES.

= STORM SEWER MANHOLE

= STORM SEWER CATCH BASIN

= SANITARY SEWER MANHOLE

= GUY WIRE ANCHOR

= UTILITY POLE

sssan

= TELEPHONE VAULT

water = water

= EXIST. DECIDUOUS TREE (TO BE REMAIN)

3 WORKING DAYS

CALL MISS DIGBEFORE YOU DIG

(TOLL FREE)

8OO-482-7171

DIGMISS

= SURFACE FLOW ARROW

PARCEL A:

Land in the Northwest Quarter, Section 23, Township 3 South, Range 1 West, Summit Township,Jackson County, Michigan, described as follows:

Commencing at the intersection of the North Line of Meadows Heights Avenue and the East Line ofFrancis Street; thence North 02°-58'-48" East along said East Line of Francis Street 330.81 feet to afound iron at the Southwest Corner of Lot 1, Meadows Heights (unrecorded), and the POINT OFBEGINNING of this description; thence North 02°-58'-48" East along said East Line of FrancisStreet 57.44 feet to a found iron at the Northwest Corner of said Lot; thence South 85°-53'-22" East336.98 feet to a found iron at the Northeast Corner of said Lot; thence South 00°-48'-49" East 44.10feet to a found iron at the Southeast Corner of said Lot; thence North 88°-09'-52" West 339.90 feetto the POINT OF BEGINNING. Being Lot 1, Meadows Heights (unrecorded).

Together with a 25 foot wide easement for ingress and egress from Francis Street, described asCommencing at the Northwest Corner of said Section 23; thence North 89°-05'-19" East along theNorth Line of said Section 23 a distance of 721.58 feet; thence South 02°-58'-48" West 852.49 feetto a found iron on the North Line of Lot 1, Meadows Heights (unrecorded) and the East Line ofFrancis Street, being the POINT OF BEGINNING of this easement description; thence North02°-58'-48" East along said East Line of Francis Street 25.0 feet; thence South 85°-53'-22" Eastparallel to the North Line of said Lot 1 a distance of 336.98 feet; thence South 02°-58'-48" West 25.0feet to the Northeast Corner of said Lot 1; thence North 85°-53'-22" West along the North Line ofsaid Lot 1 a distance of 336.98 feet to the POINT OF BEGINNING.

PARCEL B:

Land in the Northwest Quarter, Section 23, Township 3 South, Range 1 West, Summit Township,Jackson County, Michigan, described as follows:

Commencing at the intersection of the North Line of Meadows Heights Avenue and the East Line ofFrancis Street; thence North 02°-58'-48" East along the East Line of Francis Street 245.47 feet to apoint 10 feet North of the Southwest Corner of Lot 3, Meadows Heights (unrecorded), and thePOINT OF BEGINNING of this description; thence continuing North 02°-58'-48" East along said EastLine of Francis Street 85.34 feet to a found iron at the Northwest Corner of Lot 2 of said MeadowsHeights (unrecorded); thence South 88°-09'-52" East 339.90 feet to a found iron at the NortheastCorner of said Lot 2; thence South 00°-48'-49" East 78.56 feet to the Southeast Corner of said Lot3; thence North 88°-52'-09" West 145.85 feet; thence North 02°-58'-48" East 10.00 feet; thenceSouth 89°-10'-16" West 200.00 feet to the POINT OF BEGINNING. Being Lot 2 and part of Lot 3,Meadows Heights (unrecorded).


EXISTING CONTOUR LINES 6128-C/S-001


ON SOLID ROCK HOMES


CLIENT

By App

Dr

Des

Ckr

App

Date

Proj. No.

Sheet Title


40-6128-001





C.R.W. 03/23/04

C.R.W. 03/23/04

20'-0"

20'-0"

35'-0"

35'-0"

81'-10"

EXISTING CONTOUR LINESSCALE: 1" = 20'-0"

BIT PAVING

BIT PAVING

SHT 20 OF 58 FRANCIS STREET RECONSTRUCTION - JACKSON COUNTY ROAD COMMISSION

SHT 19 OF 58 FRANCIS STREET RECONSTRUCTION - JACKSON COUNTY ROAD COMMISSION

-21

-20

-19

-18

-17

-16

-15

-14

-13

-12

-11

-10

-10

-9

-8

-7

-7

-6

-6

-5

-5

-5

-4

-4

-3

-3

-2

-2

-1

-1

0

0

1

2

3

4

5

5

6

7

8

9

9

10

10

11

DN

DN

DN

S

W E

N

DEC

K2'-11" x 4'-0"



787 sq ft

BATH7'-0" x 8'-0"

DECK4'-10" x 7'-1"

PARCEL A

PARCEL B

FRAN

CIS

STR

EET

T.V.

4" g

as4"

gas

gasgas

10" w

ater

10" w

ater

1" waterwater

ssss

ssss

ssss

ssss

8" s

an8"

san

21" s

an

10" san

12" s

an

4" san

T.P.

T.P.

25' Wide Easement

115+00

116+00

117+00

118+00

BENCHMARK:

RIM EL. = 957.8MH 835 Sanitary Sewer

INV. EL. = 942.8 (N) - 21" sanINV. EL. = 944.7 (E) - 10" sanINV. EL. = 949.2 (S) - 12" san

Existing Billboard

RampSlope

BITUMINOUSPAVING

ExistingResidence

Existing Privacy Fence

55t

55t

55t

55t

55t

55t

SCALE: 1" = 20'-0"

FINAL GRADING PLAN


FINAL GRADING PLAN 6128-C/S-001


ON SOLID ROCK HOMES


CLIENT

By App

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Ckr

App

Date

Proj. No.

Sheet Title


40-6128-001





C.R.W. 03/23/04

C.R.W. 03/23/04

BIT PAVING

BIT PAVING

Retaining wall (SeeFoundation Plan)

F.F. EL. 963'-6"(1st Floor)

EL 962.5'EL 962.5'

EL 962.5'

EL 962.0'EL 961.5'

EL 961.5'

12" s

an

T.V.

4" san

1" water

ng

DECK

T.P.

S

W E

N

Access Ramp(Sloped 1:12)

RampSlope

Stairs

FRA

NC

IS S

TRE

ET

BITUMINOUSPAVING

durb

BITUMINOUSPAVING

5'-0

"

21'-5"

69'-10 1/2"(measured along property line)

7'-9"

21'-4

"

26'-6"

62'-1"

19'-0"(typ)

38'-6

"

90°

11'-0"

R15' (typ)

90°

167°

22'-0"

9'-0

"(ty

p)

4'-5

1 2"

20'

73'-3"

69'-10"

14'-2" 5' (typ)

167° 90°

6'-0

"

5'-0

" (ty

p)

54'-6

"

5'-1

01 4

"

90° 6'-2

"

6'-10"

Bituminous Paving

Mud Track Outline(See Detail)

UNDISTURBED SOIL

24" MIN.

HAND-TAMPAROUND SIDESOF PIPE

MIN.

PIPE

MIN.

MIN

.

N.T.S.TYPICAL TRENCH DETAIL

MIN

.

DENSITY

ASPHALT SURFACING

SAND BACKFILLCOMPACTED TO 95%OF MAXIMUM UNIT

24" MIN.

OF PIPEMIN.

UNDISTURBED SOIL

AROUND SIDESHAND-TAMP

MIN.

PIPE

MIN

.

N.T.S.UNDER ASPHALT SURFACES ONLY

TYPICAL TRENCH DETAIL

TOP SOIL12" APPROVED

MATERIAL

90% RELATIVECOMPACTEDAPPROVEDEXCAVATED

DENSITYOF MAXIMUM UNITCOMPACTED TO 95%SAND BACKFILL

PIPE O.D. + 16"

6" 6"

4"

12"

4"

6" 6"

PIPE O.D. + 16"

ADJACENT GROUNDMAX. SLOPE 1:2

21

EXISTING MATERIALOR APPROVED FILL

MDOT GRADE 35P5.6 SACKS/CY

CONCRETE:

6" AT DRIVEWAY4" ELSEWHERE

21

NOTES:

EXISTING MATERIALOR APPROVED FILL

THICKNESS:

ADJACENT GROUNDMAX. SLOPE 1:2

4 TO 7% AIR

1/4" FT, SLOPE TO PARKING LOT

COMPACTED GRANULAR FILLIF EXISTING MATERIAL IS

NOT SUITABLE

1.

2.

THE ENGINEER.

STD. SIDEWALK DETAIL

CONTRACTION JOINTS TO BE PLACED AT INTERVALS NOT EXCEEDING SIX (6') FEET OR LESSTHAN FOUR (4') FEET. ALL CONTRACTION JOINTS SHALL BE CUT TO A DEPTH OF NOT LESSTHAN ONE-FOURTH (1/4) THE DEPTH OF THE SIDEWALKS.

PLACE ONE-HALF (1/2) INCH EXPANSION JOINT, FULL DEPTH WHERE WALK MEETS CURB,CROSSWALKS, AND AT INTERVALS NOT EXCEEDING FIFTY(50') FEET OR AS DIRECTED BY

6" MIN.

1'-0" 1'-0"

UNDISTURBED GROUND

WIDTH PER PLAN

TYPICAL ASPHALT DETAILN.T.S.

10" BASE COURSEWITH CLASS II SAND

2" BASE COARSE WITH CLASS 13A AGGREGATE

1 1/2" TOP COARSE WITH CLASS 13A AGGREGATEBITUMINOUS TACK (BOND) COATSS-1H EMULSIFIED ASPHALT

PRIOR TO PAVING.

AND LUMPED CLAY MATERIALS. DISTURBED SOILSSHALL HAVE DENSITY OF 97% OR GREATER

EXISTING SOILS TO BE FREE OF ORGANICS

1/2" RE-STEEL,10' BOTH WAYSFROM C.B.'s OR S.I.'s

PLACE CONTRACTION JOINTS AT 40' MAXIMUM INTERVALS.

PLACE 1" FIBER JOINT FILLER IN ADJACENT CONTRATION JOINTS

PLACE 1" FIBER JOINT FILLER AT SPRING POINTS OF CURB RETURNS

PLACE 1" FIBER JOINT FILLER AT 400' MAXIMUM INTERVALS.

CONTRACTION & EXPANSION JOINT NOTES:

CURB & GUTTER DETAIL

1.

4.

3.

2.

(NO SAW CUT JOINTS ALLOWED)

EACH SIDE OF CATCH BASINS.

(& INTERSECTING STREETS).

N.T.S.

TOP OF CURB AS SHOWNTOP OF SOD TO BE FLUSH WITHOF CURB IN ALL LAWN AREASFINISH GRADE 1" BELOW TOP

TOPSOIL6" LAYER

1/4" R

1/4" R

ROLL CURB & GUTTER DETAILN.T.S.

EXPANSION JOINT

DRIVE APPROACH

1/2" R

6"

3" R

1"

6"

6"

24"

1 1/2"

6"

7"6"

6" 2" R

6" MIN.

1'-0"

6"

2 1/2"

3" R1"

1"

6"

18'

4'

4'

4'-7 1/2" 4'-4 1/2" 4'-4 1/2" 4'-7 1/2" 2' 2'

16"

4x4 Runner (typ)

4x4 Runner

4x4 Runner

4x6

3x4 4x6 3x44x6

MUD TRACK TO BE REMOVED PRIORPRIOR TO CONSTRUCTING NEW DRIVEWAY

NOTE:

EX

ISTIN

G P

AV

EM

EN

T

GROUNDEXISTING

FILTER FABRIC

EXISTINGGROUND

6" MIN

10'-0

"

50' MIN

50' MIN

R10'

R10'

SCALE: 1/8" = 1'-0"

PARKING LOT PLAN VIEW


PARKING LOT LAYOUT 6128-C/S-001


ON SOLID ROCK HOMES


CLIENT

By App

Dr

Des

Ckr

App

Date

Proj. No.

Sheet Title


40-6128-001





C.R.W. 03/23/04

C.R.W. 03/23/04

FRONT RAMP DETAILSSCALE: 1/4" = 1'-0"

SCALE: N.T.S.

MUD TRACK DETAIL

6068

S

S

SS

UP

LIVING AREAF.F. EL. 954'-7 7/8"

851 sq ft

WALL THICKNESS, PER PLAN

SPREAD FOOTINGDETAIL # 2

(N.T.S.)

24" L

AP

24" LAP

20" L

AP

20" LAP

REBAR SIZE &LOCATION, PER PLAN

SIZE FOOTING, PER PLAN

REBAR SIZE &LOCATION, PER PLAN

WALL DETAILDETAIL # 3

(N.T.S.)

5"

8"

6"

11 2

"

10"

BEAM POCKETDETAIL # 1

(N.T.S.)

W8x13

W8x13

Beam Pocket

Beam Pocket

3/4" Dia Anchor

Leveling Grout

3/4" Steel Bearing Plate

2x6 Mud Sill2x6 Wood Sill Plate

Tack WeldBeam to SteelBearing Plate


6128-C/S-001


ON SOLID ROCK HOMES


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By App

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Date

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Sheet Title


40-6128-001



4468 Springbrook RoadJackson, Michigan 49201


C.R.W. 03/23/04

C.R.W. 03/23/04

FOUNDATION & BASEMENT FLOOR LAYOUT 6 0

8" Reinforced ConcreteRetaining Wall

8" Reinforced ConcreteBasement Wall

3' x 3' X 12" FootingW/ (3) #5 Bars eachway

3" Steel SupportColumn

3" Steel SupportColumn

1'-4" x 10" Reinforced ConcreteFooter W/ (3) #5 bars continuous

FOUNDATION LAYOUTSCALE: 1/4" = 1'-0"

Steel Column

Steel Column

11.875 Inch SJ-150 Floor Joist @ 12" O.C.(or equal approved by Engineer)

W8x13 ContinuousSteel Beam

Center Line W8x15Steel Floor Beam

SCALE: N.T.S.

BASEMENT INTERIOR ELEVATION

Beam Pocket Detail #1(This Sheet)

For Location of Step inFooting See Section onSheet 8

DN

3030

3068

3030

3030

3068

2668

3068

3068

DN

DN

DE

CK

2'-11" x 4'-0"



787 sq ft

BATH7'-0" x 8'-0"

DECK4'-10" x 7'-1"

28'-0

"

12'-4

1/2

"7'

-9"

1'-0

1/4

"6'

-10

1/4"

1'-1

0 1/

4"3'

-0"

2'-0

"3'

-11"

3'-0

"3'

-10"

1'-7

1/2

"3'

-9 1

/2"

3'-0

"11

1/2

"

30'-0"

7'-8"22'-4"

28'-0

"

4'-2

1/2

"1'

-0 1

/2"

4'-8

"9'

-5"

8'-8

"

11"

3'-0

"9"

30'-0"

15'-3 1/2" 14'-8 1/2"

6068

UP

DN

DN

DN

TR-1

TR-0

TR-0

TR-0

TR-0

TR-0

TR-0

TR-0

TR-0

TR-0

TR-0

TR-0

TR-0

TR-0

TR-1

TR-1 (2 items)

9'-4

1/4

"

1'-4 1/2 " 30'-0"3'-10 1/2 "

13'-8"

12

6 6

12

TR-0 (13 items)

9'-5

15/

16 "

30'-0"1'-4 1/2 "3'-10 1/2 "

13'-8"

12

6

12

6

6'-9

3/4

"

RISERS - 7 1/8"TREAD - 10 1/16"

07


6128-C/S-001


ON SOLID ROCK HOMES


CLIENT

By App

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App

Date

Proj. No.

Sheet Title


40-6128-001





C.R.W. 03/23/04

C.R.W. 03/23/04

4" san

water

gas

1st FLOOR FRAMINGSCALE: 1/4" = 1'-0"

1st FLOOR LAYOUTSCALE: 1/4" = 1'-0"

11.875 Inch SJ-150 Floor Joist @ 12" O.C.(or equal approved by Engineer)

Front Porch

Stair Well

SCALE: 1/4" = 1'-0"

ROOF FRAMING

Truss DetailsSee Sht 7

1st FLOOR LAYOUT & ROOF FRAMING PLAN

SIMPSON HOLDDOWN TIES REQ'D

SIMPSON HOLDDOWN TIES REQ'D

8" REINFORCED CONCRETERETAINING WALL

Trusses @ 24" O.C.

SCALE: 1/4" = 1'-0"

STAIRWELL CROSS SECTION

FINISH GRADE1/2" Dia x 10" LgANCHOR BOLTS@ 32" O.C.

MIN

. LA

P

#5 REBAR DOWELS@ 36" O.C.

CONTINUOUS(2) #5 REBAR

W/6x6-10/10 WWM4" CONCRETE SLAB

ON 6 mil. VAPOR

4" COMPACTED GRAVELBARRIER ON MIN.

OR SAND FILL

VINYL SIDING/BRICKTYVEK HOUSE WRAP ON1/2" EXTERIOR SHEATHING2x4 WOOD STUDS @ 16" O.C.FIBERGLASS INSULATION (R-13)

8" CONCRETE FOUNDATION WALL(NOMINAL HEIGHT = 8'-0")

#5 BARS @ 36" O.C.VERT. & HORIZ.

ASPHALT WATER-PROOFING

4" DRAIN TILE SET INFILTER FABRIC OVER

MIN. 12" PEA GRAVEL

OF 2,000 psfDESIGN BEARING CAPACITY

TO BE MIN. 42" OR DEEPERBELOW FINISHED GRADE TOUNDISTURBED SOIL MEETING

BOTTOM OF FOOTING DEPTH

2x6 TREATED SILL PLATEWITH SILL SEALER

TOP OF WALL EL. 962'-3 7/8"

3/4" T&G PLYWOOD FLOORINGGLUED & NAILED TO FLOORJOISTS @ 16" O.C.

ALUM. VENTED SOFFIT

AT 2'-0" O.C. (PER PLAN)ENGINEERED WOOD TRUSSES

6 12

FIBERGLASS INSULATION (R-30)

3'-0" OF ICE GUARDIANASPHALT SHINGLES

ON 1/2" EXT. SHEATHING

1 1/2" METALDRIP EDGE

& DOWNSPOUTSALUM. GUTTER

ALUM. WRAP2x6 FACIA TRIM

EXPOSED EDGES

20"

F.F. EL. 954'-9 7/8"

2" x 12" FLR JOISTPER PLAN

F.F. EL. 963'-6"

1/2" GYPSUM BOARD

(INSIDE/OUTSIDE)

EXPANSION JOINT

EXTERIOR WALL DETAIL(SCALE: N.T.S.)

BOTTOM OF FOOTING EL. 953'-5 7/8"

5/8" DRYWALL CEILINGFIRE TAPE SEAMS

FIRE BLOCKING(@ 4'-0" FROM FLR)

1'-4"

10"

7'-9

1/2

" (C

LR)

8'-0

"

4'-0" OVER HANG

12" OVER HANG

12" OVER HANG

ACCESS RAMP

BOTTOM OF FOOTINGEL. 950'-7 7/8"

18" OVER HANG4' OVER HANG

BOTTOM OF FOOTINGEL. 950'-7 7/8"STEP IN FOUNDATION(MIN 42" COVER REQ'D)

ACCESS RAMP

RIDGE VENT

11'-0"

08EXTERIOR ELEVATIONS & CROSS SECTIONSISSUED FOR CONSTRUCTION03/23/040 C.R.W.C.R.W.

6128-C/S-001


ON SOLID ROCK HOMES


CLIENT

By App

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Sheet Title


40-6128-001





C.R.W. 03/23/04

C.R.W. 03/23/04

SCALE: 1/4" = 1'-0"

EAST ELEVATION

SCALE: 1/4" = 1'-0"

NORTH ELEVATION

SIDE WALK

SIDE WALK

12" OVER HANG12" OVER HANG


SIDE WALK

4' OVER HANG 18" OVER HANG

8" REINFORCED CONCRETERETAINING WALL

RIDGE VENT


FINISH GRADE1/2" Diax10" LgANCHOR BOLTS@ 32" O.C.

MIN

. LA

P

#5 REBAR DOWELS@ 36" O.C.

CONTINUOUS(2) #5 REBAR

W/6x6-10/10 WWM4" CONCRETE SLAB

ON 6 mil. VAPOR

4" COMPACTED GRAVELBARRIER ON MIN.

OR SAND FILL

VINYL SIDING/BRICKTYVEK HOUSE WRAP ON1/2" EXTERIOR SHEATHING2x4 WOOD STUDS @ 16" O.C.FIBERGLASS INSULATION (R-13)

8" CONCRETE FOUNDATION WALL(NOMINAL HEIGHT = 8'-0")

#5 BARS @ 36" O.C.VERT. & HORIZ.

ASPHALT WATER-PROOFING

4" DRAIN TILE SET INFILTER FABRIC OVER

MIN. 12" PEA GRAVEL

OF 2,000 psfDESIGN BEARING CAPACITY

TO BE MIN. 42" OR DEEPERBELOW FINISHED GRADE TOUNDISTURBED SOIL MEETING

BOTTOM OF FOOTING DEPTH

2x6 TREATED SILL PLATEWITH SILL SEALER

TOP OF WALL EL. 962'-3 7/8"

3/4" T&G PLYWOOD FLOORINGGLUED & NAILED TO FLOORJOISTS @ 16" O.C.

ALUM. VENTED SOFFIT

AT 2'-0" O.C. (PER PLAN)ENGINEERED WOOD TRUSSES

6 12

FIBERGLASS INSULATION (R-30)

3'-0" OF ICE GUARDIANASPHALT SHINGLES

ON 1/2" EXT. SHEATHING

1 1/2" METALDRIP EDGE

& DOWNSPOUTSALUM. GUTTER

ALUM. WRAP2x6 FACIA TRIM

EXPOSED EDGES

20"

F.F. EL. 954'-7 7/8"

2" x 12" FLR JOISTPER PLAN

F.F. EL. 963'-6"

1/2" GYPSUM BOARD

(INSIDE/OUTSIDE)

EXPANSION JOINT

EXTERIOR WALL DETAIL(SCALE: N.T.S.)

BOTTOM OF FOOTING EL. 953'-5 7/8"

5/8" DRYWALL CEILINGFIRE TAPE SEAMS

FIRE BLOCKING(@4'-0" FROM FLR)

1'-4"

10"

7'-9

1/2

"8'

-0"

18" OVER HANG

09EXTERIOR ELEVATIONS & CROSS SECTIONSISSUED FOR CONSTRUCTION03/23/040 C.R.W.C.R.W.

6128-C/S-001


ON SOLID ROCK HOMES


CLIENT

By App

Dr

Des

Ckr

App

Date

Proj. No.

Sheet Title


40-6128-001





C.R.W. 03/23/04

C.R.W. 03/23/04

WEST ELEVATIONSCALE: 1/4" = 1'-0"

SOUTH ELEVATIONSCALE: 1/4" = 1'-0"

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