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GENERAL NOTES1.2.3.CONTRACTOR SHALL FIELD VERIFY DIMENSIONS INDICATED WITHEXISTING STRUCTURAL ELEMENTS AND FACILITIES. ANYDISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THEENGINEER.CONCRETE NOTES CONTINUED6.1.2.3.ALL LOADS PER BUILDING CODE of NEW YORK STATE 2020 EDITION ASPUBLISHED BY THE NEW YORK STATE DEPARTMENT OF STATE.4.DESIGN LOADS:ROOF:SNOW - 60 psf Ground Snow42 psf Flat Roof Snow Load (Pf)Ce 1.0Ct 1.0I 1.0DEAD - 15 psf TotalLIVE - 20 psfEQUIP. LOADS AS APPLICABLE5.7.4.LATERAL LOADS:WIND:Risk Category IIBasic Wind Speed 110 mph (3 -sec. gust)Wind Exposure BInternal Pressure Coefficient - 0.185.6.COMPRESSIVE STRENGTH f'c 4500 psiREQUIRED MAXIMUM AGGREGATE SIZE MIN. 3/4"SUPERPLASTIZERS WILL NOT BE ALLOWED WITHOUTAPPROVAL OF THE ENGINEER.SLUMP PRIOR TO ADDITION OF WATER REDUCINGADMIXTURES SHALL NOT EXCEED 3 INCHES.W/C RATIO SHALL NOT EXCEED 0.45.CONCRETE SHALL BE AIR ENTRAINED TO AN AIR CONTENT OF5 TO 7%.8.ALL CEMENT SHALL BE PORTLAND CEMENT MEETING THEREQUIREMENTS OF ASTM C 150, TYPE I OR II.9.ANCHOR ROD MATERIAL SHALL CONFORM TO ASTM F1554, GRADE 36MATERIAL. ANCHORS SHALL BE SUPPLIED WITH HEAVY HEX NUTSCONFORMING TO ASTM A563 AND HARDENED CARBON STEELWASHERS CONFORMING TO ASTM F436. GALVANIZE ALL ANCHORBOLTS AND ASSOCIATED HARDWARE PER ASTM A 153.10. ALL REINFORCEMENT SHALL COMPLY WITH ASTM A615, GR. 60.EARTHWORK NOTES11. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 1064, PLAIN,FABRICATED FROM AS-DRAWN STEEL WIRE INTO FLAT SHEETS.1.FOUNDATIONS HAVE BEEN DESIGNED BASED ON AN ALLOWABLE SOILBEARING PRESSURE OF 2500 psf.12. LAP LENGTHS FOR CONCRETE REINFORCEMENT SHALL BE BASED ONTHE FOLLOWING TABLE:2.EXCAVATION SHALL BE TO ELEVATIONS INDICATED WITH A TOLERANCEOF PLUS MINUS 1". EXCAVATIONS SHALL BE OF SUFFICIENT SIZE FORPLACING AND REMOVING FORMS, AS WELL AS INSPECTIONS.EXCAVATIONS SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATEAND LOCAL REGULATIONS.3.BACKFILL MATERIALS SHALL CONFORM TO ASTM D 2487 SOIL GROUPSGW, GP, GM, SW, SP AND SM OR A COMBINATION OF THESE MATERIALSFREE OF ROCK OR GRAVEL LARGER THAN 3" IN ANY DIMENSION,DEBRIS, FROZEN MATERIALS, VEGETATION AND OTHER DELETERIOUSMATTER. COMPACT ALL BACKFILL IN MAXIMUM 12" LIFTS TO 90% OFSTANDARD PROCTOR DENSITY PER ASTM D-698.4.PIPE BEDDING COURSE SHALL BE A NATURALLY OR ARTIFICIALLYGRADED MIXTURE OF NATURAL OR CRUSHED SAND COMPLYING WITHASTM C 33; FINE AGGREGATE.5.6.7.CRUSHED STONE, WHERE CALLED FOR ON THE DRAWINGS, SHALLCONFORM TO NEW YORK STATE DEPARTMENT OF TRANSPORTATIONSTANDARD SPECIFICATION SECTION 703-02, SIZE DESIGNATION 2. THESTONE SHALL BE PLACED IN MAXIMUM 12" LIFTS AND SHALL BE WELLCOMPACTED WITH A VIBRATORY PLATE TAMPER OR OTHER SUITABLEEQUIPMENT.VAPOR RETARDER SHALL BE A SHEET VAPOR RETARDER, COMPLYINGWITH ASTM E1745, CLASS A. PRODUCT SHALL BE STEGO WRAP 15 MILCLASS A BY STEGO INDUSTRIES LLC, OR EQUIVALENT. ALL JOINTSSHALL BE LAPPED A MINIMUM OF 6 INCHES AND SEALED WITHMANUFACTURER'S RECOMMENDED PRESSURE SENSITIVE TAPE. ANYPUNCTURES SHALL BE REPAIRED IN ACCORDANCE WITH THEMANUFACTURER'S INSTRUCTIONS.GEOTEXTILE FABRIC SHALL BE A WOVEN FABRIC, MANUFACTURED FORSEPARATION APPLICATIONS, MADE FROM POLYOLEFINS ORPOLYESTERS; WITH ELONGATION LESS THAN 50 PERCENT; COMPLYINGWITH AASHTO M 288 AND THE FOLLOWING MINIMUM PROPERTIES:SURVIVABILITY: CLASS 2; AASHTO M 288.GRAB TENSILE STRENGTH: 247 LBF; ASTM D 4632.SEWN SEAM STRENGTH: 222 LBF; ASTM D 4632.TEAR STRENGTH: 90 LBF; ASTM D 4533.PUNCTURE STRENGTH: 90 LBF; ASTM D 4833.APPARENT OPENING SIZE: NO. 60 SIEVE, MAXIMUM; ASTM D 4751.PERMITTIVITY: 0.02 PER SECOND, MINIMUM; ASTM D 4491.UV STABILITY: 50 PERCENT AFTER 500 HOURS' EXPOSURE;ASTM D 4355.8.ALL DISTURBED AREAS NOT COVERED WITH SITE IMPROVEMENTS ORCRUSHED STONE FOR DRAINAGE SHALL HAVE A MINIMUM OF 4 INCHESOF TOPSOIL INSTALLED AND BE SEEDED. TOPSOIL SHALL MEET THEREQUIREMENTS OF SECTION 3 “STANDARD AND SPECIFICATIONS FORTOPSOILING” OF THE NEW YORK STATE STANDARDS ANDSPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL. SEED SHALLMEET THE REQUIREMENTS OF SECTION 3 “STANDARD ANDSPECIFICATIONS FOR RECREATION AREA IMPROVEMENT” OF THE NEWYORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION ANDSEDIMENT CONTROL. GRASS SEED SHALL BE FOR SITE TYPE 2,GENERAL RECREATION AND LAWNS, LOW MAINTENANCE, OF TABLE 3.2.CONCRETE NOTES1.THE FOUNDATION CONTRACTOR SHALL SUBMIT COPIES OF SHOPDRAWINGS TO THE ENGINEER FOR REVIEW FOR THE FOLLOWINGITEMS:A. CONCRETE MIX DESIGN2.3.4.5.MEASURE, MIX, BATCH AND DELIVER CONCRETE IN ACCORDANCE WITHASTM C 94.WHEN AIR TEMPERATURE IS BELOW 40 DEG. F. OR IS EXPECTED TOFALL BELOW 40 DEG. F. CONCRETE SHALL BE PLACED AND CURED INACCORDANCE WITH THE REQUIREMENTS OF ACI 306 “COLD 33"48"55"62"69"76"15"19"24"29"42"48"54"60"66"14. BEGIN CURING SLAB ON GRADE AS SOON AS FREE WATER HASDISSIPATED FROM EXPOSED SURFACE. CURE INTERIOR SLAB AMINIMUM OF 7 DAYS WITH LIQUID MEMBRANE CURING COMPOUNDAPPLIED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.CURING COMPOUND SHALL BE CLEAR, WATERBORNE,MEMBRANE-FORMING CURING COMPOUND COMPLYING WITH ASTM C309, TYPE 1, CLASS B, NONDISSIPATING AND SHALL BE CERTIFIED BYCURING COMPOUND MANUFACTURER TO NOT INTERFERE WITHBONDING OF FLOOR COVERING. CUT CONTROL JOINTS AS SOON ASPOSSIBLE, BUT WITHIN 24 HOURS OF PLACING CONCRETE, ATLOCATIONS INDICATED.16. ALL CONCRETE SHALL BE TESTED AND SAMPLED. A SET OFCOMPRESSION TEST SAMPLES SHALL CONSIST OF FOUR CYLINDERS.OBTAIN ONE COMPOSITE SAMPLE FOR EACH DAY'S POUR OF EACHCONCRETE MIX EXCEEDING 5 CU. YD., PLUS ONE ADDITIONAL SET FOREACH ADDITIONAL 30 CU. YD. OR FRACTION THEREOF. TEST EACHSAMPLE AS FOLLOWS:SLUMP - ASTM C 143AIR ENTRAINMENT - ASTM C 231CONCRETE TEMPERATURE - ASTM C 1064COMPRESSIVE STRENGTH TEST - ASTM C 39 - TEST ONESPECIMEN AT 7 days AND TWO AT 28 days. HOLD ONESPECIMEN FOR TESTING AT 56 days, IF REQUIRED.17. SEND ONE COPY OF EACH WRITTEN REPORT SUMMARIZING THE TESTRESULTS TO THE ENGINEER.18. THE CONTRACTOR SHALL CHECK WITH THE ARCHITECTURAL,MECHANICAL AND ELECTRICAL DRAWINGS AND THESUBCONTRACTOR'S FOR OPENINGS, SLEEVES, ANCHORS, HANGERS,INSERTS AND OTHER ITEMS RELATED TO THE CONCRETE WORK, ANDSHALL ASSUME RESPONSIBILITY FOR THEIR PROPER LOCATION.19. PRE-FORMED JOINT FILLER SHALL BE ASPHALT SATURATEDCELLULOSIC FIBER CONFORMING TO ASTM D1751.20. SEALANT FOR SIDEWALK AND SLAB JOINTS SHALL BE ONE-COMPONENTSELF-LEVELING POLYURETHANE SEALANT, MASTERSEAL SL1, BY BASF,OR EQUIVALENT.21. ADHESIVE FOR GROUTING REINFORCEMENT DOWELS INTO EXISTINGCONCRETE SHALL BE HILTI HIT-HY 200-A INJECTION ADHESIVE ASMANUFACTURED BY HILTI CORP. OR EQUIVALENT. ANY SUBSTITUTEDPRODUCTS SHALL MEET OR EXCEED THE SHEAR AND PULLOUT VALUESLISTED IN THE HILTI PRODUCT LITERATURE.STEEL NOTES3.FABRICATE AND ERECT ALL STEEL IN ACCORDANCE WITH THEAMERICAN INSTITUTE OF STEEL CONSTRUCTION CODE OF STANDARDPRACTICE FOR STEEL BUILDINGS AND BRIDGES, LATEST EDITION.THE STEEL FABRICATOR SHALL SUBMIT COPIES OF SHOP DRAWINGSTO THE ENGINEER FOR REVIEW. THE SHOP DRAWINGS SHALL DETAILTHE FABRICATION OF ALL STRUCTURAL STEEL COMPONENTS. INCLUDEDETAILS OF CUTS, CONNECTIONS, SPLICES, CAMBER, HOLES ANDOTHER PERTINENT DATA. INDICATE WELDS BY STANDARD AWSSYMBOLS AND DISTINGUISH BETWEEN SHOP AND FIELD WELDS. THECONTRACTOR SHALL NOT BEGIN FINAL FABRICATION OF STRUCTURALSTEEL MEMBERS UNTIL THE DRAWINGS HAVE BEEN REVIEWED BY THEENGINEER.CONNECTIONS SHALL BE DESIGNED FOR REACTIONS INDICATED ONTHE DRAWINGS. “15k” INDICATES THE BEAM REACTION IN KIPS. BEAMCONNECTIONS SHALL BE DESIGNED FOR THE INDICATED LOAD. ALLLOADS ARE FOR ALLOWABLE STRESS DESIGN. IF REACTIONS ARE NOTINDICATED A MINIMUM OF (2) 3/4" DIAM. HIGH STRENGTH BOLTS ORWELD SUFFICIENT TO DEVELOP 15 kips SHALL BE PROVIDED PERCONNECTION. ALL SHEAR PLATE AND ANGLE CONNECTIONS SHALL BEAT LEAST ONE-HALF THE DEPTH OF THE BEAM.ALL BEAM CONNECTIONS WITH THE EXCEPTION OF STAIR STRINGERCONNECTIONS SHALL BE STANDARD DOUBLE ANGLE CONNECTIONSUTILIZING 3/4" H.S. BOLTS OR MIN. 1/4" FILLET WELDS PER AISC TABLES10-1, 10-2 OR 10-3 FROM THE AMERICAN INSTITUTE OF STEELCONSTRUCTION MANUAL, THIRTEENTH EDITION. MINIMUM ANGLE SIZESHALL BE L3 1/2 X 3 1/2 X 5/16. ALL CONNECTIONS SHALL DEVELOP AMINIMUM OF 15 KIPS, ALLOWABLE STRESS DESIGN. CONNECTIONANGLE DEPTH, SHALL NOT BE LESS THAN ONE-HALF THE BEAM DEPTH.STAIR STRINGER CONNECTIONS ARE PERMITTED TO BE SINGLE ANGLECONNECTIONS IN ACCORDANCE WITH TABLE 10-11 OF THE AISCMANUAL.MATERIAL REQUIREMENTS FOR VARIOUS STEEL SHAPES ARE ASFOLLOWS:ALL WIDE FLANGE SHAPES - ASTM A992, GR. 50HOLLOW STRUCTURAL SECTIONS - ASTM A500, GR. BPIPES - ASTM A53MISC. PLATES, ANGLES, AND CHANNELS - ASTM A366.ALL BOLTS SHALL BE ASTM F3125, Gr. A325.7.ANCHOR ROD MATERIAL SHALL CONFORM TO ASTM F1554, GRADE 36MATERIAL. ANCHORS SHALL BE SUPPLIED WITH HEAVY HEX NUTSCONFORMING TO ASTM A563 AND HARDENED CARBON STEELWASHERS CONFORMING TO ASTM F436.8.9.ROUGH CARPENTRY NOTESCONTINUED15. TOP WALL PLATES SHALL BE SPLICED PER THE TYPICAL TOP PLATEJOINT SPLICE DETAIL.16. ADHESIVES FOR FIELD GLUING PANELS TO TIMBER OR MANUFACTUREDLUMBER MEMBERS SHALL COMPLY WITH ASTM D3498 (APA AFG-01)THAT IS APPROVED FOR USE WITH THE TYPE OF CONSTRUCTIONPANEL INDICATED BY BOTH ADHESIVE AND PANEL MANUFACTURERS.17. LUMBER SPECIFIED AS PRESSURE PRESERVATIVE TREATED SHALL BETREATED BY THE PRESSURE PROCESS IN ACCORDANCE WITHAWPA U1; USE CATEGORY UC4A. PRESERVATIVE CHEMICALS SHALLNOT CONTAIN ARSENIC OR CHROMIUM. DO NOT USE INORGANICBORON (SBX) FOR SILL PLATES. CHEMICAL FORMULATIONS SHALL NOTREQUIRE INCISING. FOR EXPOSED ITEMS INDICATED TO RECEIVE ASTAINED OR NATURAL FINISH, CHEMICAL FORMULATIONS SHALL NOTREQUIRE INCISING, CONTAIN COLORANTS, BLEED THROUGH, OROTHERWISE ADVERSELY AFFECT FINISHES.18. NAILS AND NAILING SCHEDULENAILS SHALL MEET THE REQUIREMENTS OF ASTM F1667.WELDING SHALL BE IN CONFORMANCE WITH THE LATEST AWS CODE.WELDING ELECTRODES SHALL CONFORM TO E70 SERIES. WHENWELDING TO 50 ksi OR GREATER YIELD STRENGTH MATERIAL AWSE70X8 SERIES ELECTRODES SHALL BE USED. THESE ARE THE ONLYPRE-APPROVED ELECTRODES FOR USE IN WELDING 50 ksi MATERIAL.ALL WELDS, INCLUDING FIELD WELDS, SHALL HAVE SLAG REMOVED.THIS NAILING SCHEDULE IS TYPICAL UNLESS OTHERWISE NOTED ORDETAILED ON THE DRAWINGS. ALL NAILS ARE COMMON WIRE NAILS(SEE BELOW FOR EXACT SIZE). ALL NAILS CONNECTED TO PRESSUREPRESERVATIVE TREATED LUMBER SHALL BE HOT DIP GALVANIZED PERASTM A153.STRUCTURAL STEEL ITEMS NOTED TO BE GALVANIZED SHALL BEHOT-DIP GALVANIZED IN ACCORDANCE WITH ASTM A123. ON CLOSEDSECTIONS PROVIDE VENT HOLES AS RECOMMENDED BY ASTM A385.ANY DAMAGE TO THE GALVANIZING SHALL BE REPAIRED INACCORDANCE WITH ASTM A780. IF FIELD WELDING OF GALVANIZEDSTEEL IS REQUIRED THE WELD SHALL BE PERFORMED IN ACCORDANCEWITH AWS D19.0 - WELDING ZINC COATED STEEL.CONNECTIONSOLE PLATE TO JOIST OR BLOCKING, FACE NAILTOP PLATE TO STUD, END NAILDOUBLE & TRIPLE STUDS, FACE NAILDOUBLED TOP PLATESTOP PLATES, LAPS AT CORNERS & INTERSECTIONSCONTINUOUS HEADER TWO PIECES, FACE NAILONE SIDECONTINUOUS HEADER THREE PIECES, FACE NAILBOTH SIDESCEILING JOISTS TO PLATE, TOE NAILCONTINUOUS JOISTS TO PLATE, TOE NAILRAFTER TO PLATE, TOE NAILBUILT-UP CORNER STUDS, FACE NAILCEILING JOISTS TO RAFTERS, FACE NAILRAFTER TO RIDGE, VALLEY OR HIP RAFTER12. NON-SHRINK GROUT SHALL BE "5-STAR" GROUT AS MANUFACTURED BYFIVE STAR PRODUCTS, INC.ROUGH CARPENTRY NOTES2.RAFTERS AND JOISTSALL LEDGER BOARDSEXTERIOR WALL STUDSINTERIOR WALL STUDSWALL PLATESSILL PLATESMISC. BLOCKINGHEADERSBEAMS3.SOLID BLOCKING TO JOISTS AND RAFTERSCONTRACTOR SHALL SUBMIT FROM LUMBER SUPPLIER COPIES OFSUBMITTAL TO ENGINEER INDICATING SPECIES AND GRADES OFFRAMING LUMBER, WITH RULES AGENCY NOTED, FOR EACH TYPE OFSTRUCTURAL FRAMING SUPPLIED. FOR LUMBER SPECIFIED ASPRESSURE PRESERVATIVE TREATED OR FIRE RETARDENT TREATEDSUBMIT DOCUMENTATION OF THE TYPE OF PROCESS AND THEPROPERTIES OF THE TREATED LUMBER TO MEET THE SPECIFIEDREQUIREMENTS.ALL FRAMING LUMBER SHALL BE OF THE GRADE AND SPECIES ASSPECIFIED BELOW:NO.1/NO.2 SPF BY NLGANO.2 SOUTH. PINENO.1/NO.2 SPF BY NLGANO.1 OR NO. 2 SPFNO.1 OR NO. 2 SPFNO.1 OR NO.2 P.P.T. SOUTH. PINENO.1 OR NO. 2 SPFSEE HEADER SCHEDULESEE PLANSTIMBERS FOR FRONT ENTRANCE STRUCTURE SHALL BE A MINIMUM OFNO. 2 SPF.4.ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSUREPRESERVATIVE TREATED SOUTHERN PINE.5.STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC. UNLESSSPECIFICALLY DETAILED.6.WHERE CALLED FOR ON THE DRAWINGS HEAVY DUTY SCREWS SHALLBE SIMPSON “STRONG-DRIVE” SDS SCREWS OR EQUIVALENT. ALLSCREWS SHALL BE SUPPLIED WITH DOUBLE BARRIER COATINGSUITABLE FOR EXTERIOR APPLICATIONS.7.ALL BOLTS SHALL COMPLY WITH ASTM A 307, GRADE A; WITH ASTM A563 HEX NUTS AND, WHERE INDICATED, FLAT WASHERS. ALL BOLTSAND HARDWARE, INCLUDING ANCHOR BOLTS, CONNECTING PRESSUREPRESERVATIVE TREATED LUMBER SHALL BE HOT DIP GALVANIZED PERASTM A153.8.HOLES FOR BOLTS SHALL BE BORED TO 1/32" TO 1/16" LARGER THANNOMINAL BOLT SIZE INDICATED.9.ALL BOLTS SHALL BE RE-TIGHTENED PRIOR TO APPLICATION OF WALLSHEATHING.10. ALL BOLTS BEARING ON WOOD SHALL HAVE WASHERS UNDER BOLTHEAD AND NUTS.- THE LEAD HOLE FOR THE THREADED PORTION SHALL BE DRILLED TOAT LEAST THE DEPTH OF THE THREADED PORTION AND SHALL BE OFTHE FOLLOWING SIZE:7/16" DIA. SCREW IN SPF - 1/4", IN S. PINE - 5/16"1/2" DIA. SCREW IN SPF - 5/16", IN S. PINE - 3/8"5/8" DIA. SCREW IN SPF - 7/16", IN S. PINE - 7/16"3/4" DIA. SCREW IN SPF - 1/2", IN S. PINE - 9/16"LEAD HOLES ARE NOT REQ'D FOR 3/8" LAG SCREWS PROVIDEDEDGE AND END DISTANCE ARE SUFFICIENT TO PREVENTSPLITTING.12. METAL ANCHORS, PLATES ETC. SHALL BE AS MANUFACTURED BYSIMPSON STRONG TIE CO. INC. OR EQUIVALENT. ANY SUBSTITUTEDPRODUCTS SHALL MEET OR EXCEED THE STRUCTURAL CAPACITIESLISTED IN THE CURRENT SIMPSON CATALOG. UNLESS SPECIFICALLYNOTED OTHERWISE NAIL TO LUMBER WITH SIZE AND NO. OF NAILS ASRECOMMENDED BY MANUFACTURER. ANY HARDWARE CONNECTED TOPRESSURE PRESERVATIVE TREATED LUMBER SHALL BE “ZMAX”COATED PER SIMPSON REQUIREMENTS OR EQUIVALENT.13. WALL STUDS SHALL BE PLACED AT SPACING INDICATED BUT A MINIMUMOF (1) STUD SHALL BE PLACED DIRECTLY UNDER ALL ROOF TRUSSES,JOISTS AND RAFTERS. ADDITIONAL STUDS MAY BE REQUIRED IN SOMELOCATIONS.3-8d3-16d face nail3-8d2-16d direct or2-16d toe nail16d @ 16" C-C2-16dSEE DETAILSEE DETAIL2-10d16d @ 12" C-CEACH EDGE16d @ 12" C-CEACH EDGE3-8d8d @ 16" C-C2-16d16d @ 24" C-C3-16d4-16d toe nail3-16d direct3-16d direct3-16d toe nailNAIL SIZES - 8d COMMON - 0.131" DIA. x 2.5" LG.10d COMMON - 0.148" DIA. X 3.0" LG.12d COMMON - 0.148" DIA. X 3.25" LG.16d COMMON - 0.162" DIA. X 3.5" LG.MANUFACTURED LUMBER NOTES1.ALL I-JOISTS, BEAMS, HEADERS, ETC. SHALL BE “TRUS JOIST” ASMANUFACTURED BY WEYERHAEUSER OR EQUIVALENT.MANUFACTURED LUMBER SUPPLIER SHALL SUBMIT (4) COPIES OFSHOP DRAWINGS TO ENGINEER FOR REVIEW. SHOP DRAWINGS SHALLCLEARLY INDICATE ALL FRAMING MEMBERS USED ALONG WITHSPECIAL BLOCKING, WEB STIFFENERS, JOIST HANGERS, BRIDGING ETC.WHICH MAY BE REQUIRED.SHEATHING NOTES1.ALL SHEATHING SHEETS SHALL BE LAID WITH LONG DIMENSIONSPERPENDICULAR TO SUPPORTING MEMBERS.2.FLOOR SHEATHING SHALL BE 3/4" THK. TONGUE AND GROOVEPLYWOOD OR OSB, DOC PS1 OR PS2, SPAN RATING OF 24", EXPOSURE 1UNDERLAYMENT. ATTACH TO FRAMING W/ ADHESIVE AND 10d NAILSSPACED AT 6" C-C AT ALL PERIMETER FRAMING AND 12" C-C ATINTERMEDIATE FRAMING. ADHESIVE SHALL COMPLY W/ APASPECIFICATION AFG-01 OR ASTM D3498.3.ROOF SHEATHING SHALL BE 19/32" THK. PLYWOOD OR OSB, EXPOSURE1, COMPLYING WITH DOC PS1 OR PS2, WITH A MINIMUM SPAN RATINGOF 40/20. ALL ROOF SHEATHING SHALL BE NAILED TO ALL PERIMETERFRAMING WITH 8d NAILS AT A MAXIMUM SPACING OF 6" C-C.SHEATHING SHALL BE NAILED TO ALL INTERMEDIATE FRAMING WITH 8dNAILS AT A MAXIMUM SPACING OF 12" C-C. ONE PANEL CLIP SHALL BEINSTALLED BETWEEN EACH FRAMING MEMBER AT PANEL EDGES WHENFRAMING SPACING EXCEEDS 16".4.WALL SHEATHING SHALL BE 15/32” THK. SHEATHING, EXPOSURE 1,COMPLYING WITH DOC PS1 OR PS2, WITH A MINIMUM SPAN RATING OF24/16. SHEATHING SHALL BE NAILED TO ALL FRAMING WITH 8d NAILS AT12" C-C IN THE FIELD AND 6" C-C AT ALL EDGES. SEE THE SHEAR WALLSCHEDULE FOR SPECIFIC REQUIREMENTS AT SHEAR WALLS.GRATING AND GUARDRAIL NOTES1.ALL STEEL GRATING SHALL BE 1 1/4" THICK WELDED, HOT DIP GALVANIZED, STEELGRATING WITH 1 1/4" x 1/8" THICK BEARING BARS AT 1 3/16" C-C AND CROSS BARS AT4" C-C. SECURE GRATING TO STRUCTURAL STEEL WITH MANUFACTURER'SSTANDARD STAINLESS STEEL CLIPS. PROVIDE NOT LESS THAN FOUR (4) CLIPS PERPANEL. GRATING SHALL BE HOT DIP GALVANIZED PER ASTM A123.2.HANDRAIL AND GUARDRAIL SHALL BE CONSTRUCTED FROM 1 1/2" DIA. SCH. 40 PIPE.INTERCONNECT RAILING MEMBERS BY BUTT-WELDING OR WELDINGWITH INTERNAL CONNECTORS AT CONTRACTOR'S OPTION. CHANGE IN DIRECTIONOF HANDRAIL SHALL BE BY PREFABRICATED ELBOW FITTINGS OR BY MITERING.GRIND SMOOTH EXPOSED WELDS AND ANY SHARP EDGES. MAX. POST SPACINGSHALL BE 4'-0".11. LEAD HOLES FOR LAG BOLTS SHALL BE BORED AS FOLLOWS:- THE CLEARANCE HOLE FOR THE SHANK (SMOOTH PORTION OFSCREW) SHALL HAVE THE SAME DIAMETER AND PENETRATION AS THESHANK DIAMETER.NAILINGJOIST TO SILL OR GIRDER, TOE NAIL EA. SIDEJOIST TO BAND OR RIM JOISTBRIDGING TO JOIST, TOE NAIL EA. ENDSTUD TO SILL OR SOLE PLATE11. ALL STRUCTURAL STEEL SHALL BE PREPARED IN ACCORDANCE WITHSSPC-SP3 POWER TOOL CLEANING. ALL STEEL SHALL BE SHOPCOATED WITH ONE COAT, 2 - 3 mils D.F.T. ALKYD PRIMER, CARBOCOAT150 UNIVERSAL PRIMER AS MANUFACTURED BY CARBOLINE CO. OREQUIVALENT. TOUCH-UP ALL DAMAGED AREAS AND FIELD WELDS INTHE FIELD WITH THE SAME PRODUCT AT 2 - 3 mils D.F.T.1.ABBREVIATIONS14. ALL WINDOW AND DOOR HEADERS SHALL BE SUPPORTED BY AMINIMUM OF (2) 2X6 JACK STUDS TO PROVIDE 3" OF BEARING. AT LOADBEARING WALLS, SEE BEAM/HEADER SCHEDULE FOR SPECIFICREQUIREMENTS.10. BOLTS , WASHERS, NUTS AND OTHER HARDWARE CONNECTINGGALVANIZED STEEL PARTS SHALL BE HOT-DIP GALVANIZED PER ASTMA153.15. EXTERIOR SLABS AND WALKS SHALL RECEIVE BROOM FINISHTRANSVERSE TO ANY SLOPES. WET CURE SLAB A MINIMUM OF 7 DAYSBY MISTING OR COVERING WITH BURLAP KEPT CONTINUOUSLY WET.2.5.F'c 4 ksi5.13. INTERIOR SLAB ON GRADE CONCRETE SHALL RECEIVE STEEL TROWELFINISH.ALL FOOTINGS, WALL AND PIER CONCRETE SHALL MEET THEFOLLOWING REQUIREMENTS:4.F'c 3 ksi“TOP BARS” - INCREASE LENGTHS BY 30%LIGHTWEIGHT CONCRETE - INCREASE LENGTHS BY 33%EPOXY COATING - INCREASE LENGTHS BY 50%1.COMPRESSIVE STRENGTH f'c 4000 psiREQUIRED MAXIMUM AGGREGATE SIZE MIN. 1"SUPERPLASTIZERS WILL NOT BE ALLOWED WITHOUTAPPROVAL OF THE ENGINEER.SLUMP PRIOR TO ADDITION OF WATER REDUCINGADMIXTURES SHALL NOT EXCEED 3 INCHES.CONCRETE SHALL BE AIR ENTRAINED TO AN AIR CONTENT OF5 TO 7%.IN THE ABSENCE OF TRIAL BATCH DATA W/C RATIO SHALL NOTEXCEED 0.48.SIZELAP LENGTHS ABOVE SHALL BE INCREASED IF ANY OF THEFOLLOWING CONDITIONS APPLY:ALL CONCRETE SHALL BE PLACED IN ACCORDANCE WITH ACI 304“GUIDE FOR MEASURING, MIXING, TRANSPORTING AND PLACINGCONCRETE”. CONSOLIDATE PLACED CONCRETE BY MECHANICALVIBRATION.1.2.3.4.COMPRESSIVE STRENGTH f'c 4000 psiREQUIRED MAXIMUM AGGREGATE SIZE MIN. 3/4"SUPERPLASTIZERS WILL NOT BE ALLOWED WITHOUTAPPROVAL OF THE ENGINEER.SLUMP PRIOR TO ADDITION OF WATER REDUCINGADMIXTURES SHALL NOT EXCEED 3 INCHES.W/C RATIO SHALL NOT EXCEED 0.45.ALL EXTERIOR SLAB ON GRADE CONCRETE, INCLUDING EQUIPMENTPADS, SHALL MEET THE FOLLOWING REQUIREMENTS:1.2.3.FIRST FLOOR:DEAD - 35 psfLIVE -100 psfMEZZANINE:DEAD LOAD - 12 psfLIVE LOAD - 100 psfALL INTERIOR SLAB ON GRADE CONCRETE SHALL MEET THEFOLLOWING REQUIREMENTS:STEEL NOTES CONTINUEDA.B.ADD'L.A.F.F.ARCH.BM.B/STL.BOT. or .D. or . or EQUIV.EQ. SP.EQUIP.EX. or EXIST.EXP. BOLTEXP. . VERT.V.I.F.WD.WFWT.WCJW.W.F.ANCHOR BOLTADDITIONALABOVE FINISHED FLOORARCHITECTURALBEAMBOTTOM OF STEELBOTTOMCOLD FORMEDCONTROL JOINTCENTER TO CENTERCLEARCONCRETE MASONRY EP or DEPTHDEGREESDETAILDIAMETERDITTODRAWINGEACH WAYEACHEPOXY COATEDELEVATIONELECTRICALEMBEDMENTEQUIVALENTEQUAL SPACINGEQUIPMENTEXISTINGEXPANSION BOLTEXPANSION JOINTPLYWOOD FIELD NAILFAR SIDEFOUNDATIONFINISHFLANGEFLOORFOOTINGFOOT or FEETGAUGEGALVANIZEDGRADEGRATINGGYPSUM WALL BOARDHIGHHIGH STRENGTHHOT DIP GALVANIZEDHANGERHORIZONTALHOLLOW STRUCTURAL STEELHEIGHTINSIDE FACEINCH or INCHESINFORMATIONINVERTLIGHTWEIGHTLONG or LENGTHLONG LEGS BACK TO BACKLONG LEG VERTICALLAMINATED VENEER LUMBERMASONRY INE1/1000 INCHMINIMUMNEAR SIDEOUTSIDE FACEOPENINGPOWDER ACTUATED FASTENERPRE-ENGINEERED METAL BUILDINGPLYWOOD EDGE NAILINGPRE-FORMED JOINT FILLERPLYWOODPLATEPRESSURE PRESERVATIVE TREATEDQUANTITYROUGH OPENINGROOF DRAINREFERENCE or REFERREINFORCEMENTREQUIREDSLIP CRITICALSTAINLESS STEELSTEP IN FOOTINGSLAB ON GRADESPRUCE PINE FIRSOUTHERN PINESAW CUT CONTROL JOINTSCHEDULESECTIONSHEETSHORT LEGS BACK TO BACKSHORT LEG STRUCTURALTOP AND BOTTOMTONGUE AND GROOVETOP OF FOOTINGTOP OF WALLTOP OF STEELTHICK or THICKNESSTUBE STEELTYPICALUNLESS NOTED OTHERWISEUNDERSIDEVERTICALVERIFY IN FIELDWIDE or WIDTHWIDE FLANGEWEIGHTWALL CONTROL JOINTWELDED WIRE FABRIC

NORTHEXIST. FLOORFRAMING TO BEREMOVEDEXIST. FLOORFRAMING TO BEREMOVED2'-3"26'-2" 1'-0" 8'-10"8'-8"7S2.1EXIST. STAIRS DOWNTO BE FRAMED OVER.7J1S2.1(3) 1 3/4"X9 1/4" BUILT-UP BEAMUNDER POST W/SIMPSONHHUS 5.50/10 FACE-MOUNTHANGER EA. END.SEE TYP. BEAMPOCKET DETAIL DWG.S2.1, (TYP.)LUS28 HANGER J1 TO H1H1J1S2.1J1B1B1(2) 1 3/4"X9 1/4" BUILT-UP BEAMUNDER POST W/SIMPSONHHUS410 FACE-MOUNTHANGER EA. END.J164S2.1S2.13'-6"6S2.1(3) 2X6 BUILT-UP POST ABOVE.NEW CONC. WALL,(TYP.)6'-1"1TIMBER POST ABOVE.(2) 2X6 BUILT-UP POSTABOVE.J1PARTIAL EXIST.OPENING TO REMAIN.2'-8"7'-6"5S2.18"MIN.J1J1(2) 2X10 JOIST.B1NEW OPENING IN EXIST.STONE WALL. NEW T/WALLTO MATCH EXIST. GRADE INCRAWL SPACE BEYOND.S2.14" THK. CONC. SLAB ONVAPOR RETARDER AND 4"CRUSHED STONE. TOP SLABEL. ROUGHLY 7' BELOWFIRST FLOOR EL., OWNERTO DETERMINE FINAL EL.DOWNHEADER TO BEAR MIN.6" EA. SIDE ON NEWPLATE.J118'-3" UP4(3) 1 3/4"X9 1/4" LVLHEADER.B13S2.1B16'-0" MAX.OPENINGJ16'-1"SEE NEW PIER AT EXIST.STONE FDN. DETAIL, DWG.S3.1, (TYP.)J1(4) 3" STD. PIPE POSTS W/2'-0"x2'-0" CONC. FOOTINGS. SEETYP. BASEMENT POSTDETAIL, DWG. S2.1J1NEW FOOTING.BEAM B1 TO BEAR ON NEW2X6 PLATE, 4" MIN. (TYP.)2X10 BLOCKING OR RIMJOIST.J1B1B1ADD 2X10 BLOCKINGBETWEEN JOISTSUNDER FIREPLACETHIN BRICK LOCATIONS.2S2.1EXIST. TIMBER BEAM.LOAD BEARING WOODSTUD WALL, (TYP.)J1EXIST. FLOOR JOIST.EXIST. STONE BASEMENTWALL. 1'-0"NEW CONC. WALL, (TYP.)B18X8 TIMBER COLUMN ABOVE,(TYP. (2) LOCATIONS)1'-4"B1-(2) 1 3/4"X9 1/4"BUILT-UP LVL BEAM.J1-2X10 SPF NO. 1/2JOISTS @ 16" C-C.H11BEAM POCKET DETAIL, EA.END.EXIST. STONE FOUNDATIONWALL.S2.1SIMPSON FACE MOUNTHANGER, HUCQ410-SDSHANGER FOR B1 TO B1CONNECTION.CONTRACTOR TO NOTIFYENGINEER AFTER FLOORDEMOLITION IN ORDER TOINSPECT EXIST. TIMBERCOLUMNS' BEARINGCONDITIONS.EXIST. OPENING IN STONEWALL, VERIFY LOCATION INFIELD.1/2" 1'-0"(3) 2X12, REBUILDPORTION OF EXIST.FDN. WALL FOR LEVELBEARING CONDITIONS.SEE DRAWING S1.0 FORNOTES AND ABBREVIATIONS.

NORTH17'-6"9'-0"8"6" CONC. SLAB ON 18"CRUSHED STONE. SEECOOLER/FREEZERSLAB DETAIL, DWG.S3.1. T/SLAB EL. 99'-9"COOLER/FREEZERSTRUCTURE BYOTHERS.EXIST. FDN. WALL.3/8" 1'-0"REF. EL. 100'-0" T/EXIST. KITCHEN FIN. FLOORLOW ROOF FRAMINGCOOLER/FREEZERSTRUCTURE BELOW BYOTHERS. SEE SLAB PLAN,DWG. S1.2MEZZANINE FRAMINGH4RIDGEEY·EX. 2X10 @ 16" C-C.J2·EX. 2X10 @ 16" C-C., SISTERED W/1 3/4"X9 1/4"LVLJ3·2X8 @ 16" C-C.J4·EX. 2X8 @ 16" C-C.J5·2X8 @ 16" C-C.J6·NEW 2X10 @ 16" C-C., W/SIMPSONLUS28 TO BEAM B1.B1·SEE BEAM SCHEDULE, DWG. S3.1KB·KNEE BRACE, SEE DETAIL, DWG.S3.1H1·WOOD HEADER, SEE SCHEDULE& DETAIL, DWG. S3.1 LLVAJ112'-0" 12'-0" FRONT ENTRANCE WORKTO BE BID AS ALTERNATE 134S2.2S2.2VALLEYSEE TYP.PORCH POSTDETAIL, DWG.S3.1, (TYP. (3)LOCATIONS)B8RIDGEKBVALLEY(4) 2X6 BUILT-UP POST.2X8 RAFTERS @ 24" C-CRE-USED 8X8 TIMBERBEAM & EXIST. TIEBEAM ANGLECONNECTIONS.NEW FIREPLACE &CHIMNEY. SEE ARCH.DWG.VALLNEW STAIRS, SEEARCH. DWG.EYKB5KBS2.26 1/2"X16" RIDGE BEAMPER ARCH. DWG.2X10 RIDGE NAILERKBB7H2H3H3H3SEE PARTIAL FLOORINFILL PLAN, DWG. S1.3H3S2.2H22X6 CEILING JOISTS @ 16" C-C2X8 RAFTERS @ 24" C-CEXTENT OF MEZZANINE.2X8 RAFTERS@ 24" C-C.5EX. TIE BEAMS.RELOCATE TO EXIST.POST LOCATIONS.RE-USE EXIST.CONNECTIONANGLES.H2RIDGE(4) 2X6BUILT-UPPOST UNDEREA. BEAM.B72X8 RAFTERS@ 24" C-C.B7H23'-7" 1/4" 1'-0"9'-5" 4'-8" 12'-4" 8'-1 1/2" 6'-5" 7'-8" (4) 2X6BUILT-UPPOST DOWNTO HEADERBELOW.SEE DRAWING S1.0 FORNOTES AND ABBREVIATIONS.(4) 2X6BUILT-UPPOST.

NORTH34'-3 1/2" 17'-6" SEE ARCH. DEMOLITIONPLAN FOR EXTENT OF EXIST.FRAMING TO BE REMOVED.EXTENT OF ROOFOVERHANG.H1EX. ROOFFRAMING2X6 @ 16" C-C FLOOR INFILL.25'-6" INFILL WALL TO MATCHADJACENT EXIST. WALL. SEESTAIR INFILL ELEVATION,DWG. S2.2EXIST. STEPS TO BE REMOVED.NEW CHIMNEY,SEE ARCH. DWG.H1H1H1EX. ROOF FRAMINGH1RIDGE22'-2" H11/4" 1'-0"NORTHH1H1INFILL W/ 2X STUDS TOMATCH EXIST. (TYP.)51'-9 1/2" 1/4" 1'-0"H1·WOOD HEADER, SEE SCHEDULE& DETAIL, DWG. S3.1SEE DRAWING S1.0 FORNOTES AND ABBREVIATIONS.

P.E.N.2X4 BLOCKING, ASREQ'D. TO SUPPORTSHEATHING.EXIST. FLOORINGT/FLOORINGEL. TO MATCH EXIST.EXIST. FLOORING.ADDITIONAL 2X ASREQ'D. WHERE EXIST.FLOORING NEEDSRE-SUPPORT.(3) 16d NAILS @ EA.JOIST.EXIST. 2X JOIST.2X6 P.P.T. PLATE W/5/8" Ø ANCHOR BOLTx6" LG. W/ 2" HOOK, @32" C-C MAX. SPACING.S2.12X JOISTS, SEE PLAN,(TYP.)2X JOIST INFILL,MATCH DEPTH OFEXIST., TOE NAIL TOHEADER.NEW 2X10, SEE PLAN.TOE NAIL TO PLATE.8"MIN.11" 1'-0"SIMPSON LU28 FACEMOUNT HANGER.T/FLOORINGEL. TO MATCH EXIST.T/EXIST. STONE WALLEL. VARIES, POUR CONC. TOREACH WALL HEIGHT REQ'D.WHERE NEEDED. IF NEWCONC. REQ'D., DEMO. PORTIONOF EXIST. STONE TO POUR AMINIMUM OF 8" OF CONC.EXIST. STONEFOUNDATION WALL.T/FLOORINGEL. TO MATCH EXIST.3/4" THK. SHEATHING.EXIST. 2X JOIST.2X JOISTS, SEE PLANFOR SIZE & SPACING.3/4" THK. SHEATHING.SIMPSON LU26 HANGERW/ 10d x1 1/2" NAILS.P.E.N.T/WALLEL. VARIESBEAM @ OPENING,SEE PLAN FOR SIZE.2'-6" MIN. CLEAR3/4" THK. SHEATHING.(2) #4 xCONT.4" THK. CONC. SLAB W/6x6-W2.1xW2.1 W.W.F.2X6 P.P.T. PLATE W/5/8"Ø ANCHOR BOLTx6" LG. W/ 2" HOOK, @32" C-C MAX. SPACING.EXIST. STONEFOUNDATION WALL.P.E.N.EXIST. FLOORING.T/FLOORINGEL. TO MATCH EXIST.VAPOR RETARDER.EXIST. TIMBER BEAM.EXIST. GRADE.RE-SUPPORT EXIST.BEAM W/ 2X6 P.P.T. x6"LG. SHIM PL'S ASREQ'D. @ MIN. 3'-0" C-C.10"4" MIN. CRUSHED STONE.6"31" 1'-0"2'-0" #4 DOWEL, DRILL &SET INTO EXIST.WALL W/HILTIHIT-HY270 ADHESIVE.8" MIN.EXIST. STONEFOUNDATION WALL.DEMO. TOP PORTIONOF WALL AS NEEDEDTO PROVIDE ACCESSTO CRAWL SPACEBEYOND.EXIST. GRADE.2X10 BLOCKING ORRIM JOIST.3/4" THK. PLYWOOD.T/EXIST. STONE WALL EL.VARIES, POUR CONC. TOREACH WALL HEIGHTREQ'D. WHERE NEEDED.IF NEW CONC. REQ'D.,DEMO. PORTION OFEXIST. STONE TO POUR AMINIMUM OF 8" OF CONC.6"EMBED.P.J.F. & SEALANT.(2) 12d NAILS @ 8"C-C TO EXIST. BEAM.#4 DOWEL @ 24" C-C.,DRILL & SET INTOEXIST. WALL W/HILTIHIT-HY270 ADHESIVE.S2.12S2.11" 1'-0"NEW (3) 2X POST W/SILL PLATE.(2) #4 xCONT.4" MIN.2X10 JOISTS, SEEPLAN. TOE NAIL TOPLATE.(2) 2X10 BLOCKING BETWEENJOISTS W/SIMPSON HUS28HANGER EA. END. (2) TOE NAILSTO P.P.T. PLATES @ 4" C-C.EXIST. STONEFOUNDATION WALL.MIN. (2) 16d TOE NAILS.EXIST. FLOOR SHEATHING.EXIST. STUD WALL.SIMPSON LUS28(2) 16d NAILS.BUILT-UP GIRDER,SEE PLAN FOR SIZE.S2.13/4" THK. PLYWOOD.SIMPSON LU28 FACEMOUNT HANGER, EA.JOIST, (TYP.)SIMPSON LU28 FACEMOUNT HANGER.3/4" THK. PLYWOOD.EX. 2X10 JOISTS @ 18" C-C.3'-0" V.I.F.1" 1'-0"44"NEW 3/4" T&G PLYWOOD.HILTI MESH SLEEVEHIT-SC 18X50 IFHOLLOW C.M.U.NEW 2X10 @ 16" C-C.EXIST. C.M.U. OR STONEFDN. WALL.1" 1'-0"S2.11" 1'-0"HEADER, SEE PLAN.2'-6" MIN. CLEAR2X JOISTS, SEE PLAN.7S2.11" 1'-0"6" CRUSHED STONE ONCOMPACTED SUBBASE.8"6EXIST. TIMBER BEAM.8" WIDE x24" LG. CONC. PIER.P.P.T. 2X10 LEDGER W/1/2"Ø THREADED ROD @24" C-C. DRILL & SET 3"INTO EXIST. FDN. WALL.2X JOISTS @ 16" C-C.,SEE PLAN FOR SIZE,(TYP.)EXIST. FLOORING.(2) 2X6 P.P.T. PLATE.(1) 1/2"Ø x8" LG. H.D.G. ANCHORBOLT W/ 3" HOOK, RECESS NUTIN TOP PLATE.LAST JOIST TO ALSOBEAR ON PLATE.1 1/2"(TYP.)BEAM, SEE PLAN FORSIZE.BEAM, SEE PLAN.4" MIN. CRUSHED STONE.5S2.11/43" STD. WT. PIPEPOST.WHERE EXIST. WALLIS SOUND, REMOVEPORTION OF EXIST.STONE AS REQ'D. TOFORM BEAM POCKET.FINAL SLAB EL.DETERMINED BYOWNER.DRILLED ANCHORS.SET W/HILTIHIT-HY200A ADHESIVE.4" THK. CONC. SLAB W/6x6-W2.1xW2.1 W.W.F.T/PLYWOOD TO MATCHEXIST. FLOORINGLAST JOIST TO ALSOBEAR ON PLATE.BEAM, SEE PLAN FORSIZE.2X6 P.P.T. PLATEEXIST. STONEFOUNDATION WALL.1" 1'-0"1 1/2"(TYP.)3" PIPE.1 1/2"(TYP.)EXIST. GRADE.3/16WHERE EXIST. WALLIS IN POORCONDITION, REMOVEA PORTION OFSTONE WALL ASREQ'D. TO POUR AMINIMUM OF 8" OFNEW CONC.4"EMBED.10" MIN. x10" MIN.VAPOR RETARDER.1" 1'-0"SIMPSONCCOQ4-SDS2.5COLUMN CAP.2X6 P.P.T. PLATE, PL.TO EXTEND 4" MIN.BEYOND EDGE OFBEAM.VAPOR RETARDER.MIN. 4" CRUSHEDSTONE.3" CL.4" THK. CONC. SLAB W/6x6-W2.1xW2.1 W.W.F.3/4" THK. PLYWOOD.(2) 10d TOE NAILS.1'-0"EXIST. STONEFOUNDATION WALL.DEMO. TOP PORTIONOF WALL AS NEEDEDTO PROVIDE ACCESSTO CRAWL SPACEBEYOND.NEW CONC. WALL W/ #4BARS @ 16" C-C. EA.DIRECTION, MIN. (2)BARS A

standard proctor density per astm d-698. pipe bedding course shall be a naturally or artificially graded mixture of natural or crushed sand complying with astm c 33; fine aggregate. crushed stone, where called for on the drawings, shall conform to new york state department of transportation standard specification section 703-02, size .