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HomeMy WebLinkAbout005 - G-5 - GEN STRUCTURAL NOTESDEMOLITION NOTES:THE DEMOLITION DRAWINGS, SECTIONS, DETAILS, AND NOTES PROVIDE A GENERAL REPRESENTATION ANDDESCRIPTION OF THE ITEMS AND AREAS TO BE DEMOLISHED. THE CONTRACTOR SHALL FIELD VERIFYACTUAL QUANTITIES AND LOCATION FOR ALL INDICATED ITEM AS NECESSARY TO COMPLETE THE SCOPE OFDEMO WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTSCONTRACTOR TO ENSURE DEMOLITION SEQUENCE DOES NOT CREATE UNSTABLE CONDITIONS OF EXISTINGELEMENTS TO REMAIN AND ELEMENTS YET TO BE DEMOLISHED. PROVIDE TEMPORARY SHORING ASREQUIREDIF ON SITE CONDITIONS DIFFER FROM THOSE SHOWN IN THE DRAWING SET, NOTIFY ENGINEER OF RECORD.COORDINATE WITH THE OWNER FOR ANY ITEMS OR EQUIPMENT TO BE SALVAGED. UNLESS SPECIFICALLYSCHEDULED FOR REUSE, DEMOLISHED MATERIALS SHALL BECOME THE POSSESSION OF THE CONTRACTORAND SHALL BE IMMEDIATELY REMOVED FROM THE SITEREMOVE MATERIALS FROM SITE AND DISPOSE OF IN A LEGAL MANNERDEBRIS SHALL NOT BE ALLOWED TO ACCUMULATE WITHIN THE BUILDING OR ON SITEBURNING OF MATERIAL ON SITE IS NOT PERMITTEDNOTIFY AFFECTED UTILITY COMPANIES BEFORE STARTING WORK AND COMPLY WITH THEIR REQUIREMENTSPREVENT MOVEMENT OR SETTLEMENT OF ADJACENT STRUCTURES. PROVIDE SHORING AND BRACING ASREQUIREDCARRY OUT DEMOLITION WORK TO CAUSE AS LITTLE INCONVENIENCE TO ANY ADJACENT OCCUPIEDBUILDING OR SITE AS POSSIBLE AND WITH MINIMUM INTERFERENCE TO PUBLIC OR PRIVATE ACCESSES.MAINTAIN PROTECTED EGRESS AND ACCESS AT ALL TIMES.IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ELEMENTS AND AREAS NOT IN DEMOLITION SCOPEOF WORK.CONTRACTOR SHALL PROVIDE TEMPORARY DUST AND CONSTRUCTION SEPARATION WALLS AS REQUIREDTO SHIELD OCCUPANTS FROM NOISE, DUST, WEATHER, AND OTHER HAZARDS THAT MAY BE EXPOSED AS ARESULT OF THE DEMOLITION WORK.PERFORM CUTTING OF EXISTING CONCRETE AND MASONRY WITH SAWS AND CORE DRILLS. DO NOT USEJACK-HAMMERS EXCEPT WHERE PERMITTED BY OWNER.CONTRACTOR IS RESPONSIBLE FOR PATCHING AND/OR REPAIRING ANY DAMAGE TO ELEMENTS OR AREASNOT INCLUDED IN THE DEMOLITION SCOPE, THIS INCLUDES DAMAGE CAUSED BY THE CONTRACTOR ANDSUBCONTRACTORS.ABVABOVEADDLADDITIONALAAADHESIVE ANCHORADADHESIVE DOWELALTALTERNATEACIAMERICAN CONCRETE INSTITUTEAISCAMERICAN INSTITUTE OF STEELCONSTRUCTIONANSIAMERICAN NATIONAL STANDARDSINSTITUTEAPAAMERICAN PLYWOOD ASSOCIATIONASCEAMERICAN SOCIETY OF CIVILENGINEERSASTMAMERICAN SOCIETY OF TESTINGAND MATERIALSABANCHOR BOLTARANCHOR RODLANGLEARCHARCHITECTB PLBASE PLATEBSMTBASEMENTBMBEAMBRGBEARINGBLWBELOWBTWNBETWEENBLKGBLOCKINGBOTBOTTOMBCBOTTOM CHORDBLDGBUILDINGBUBUILT UPCANTILCANTILEVERCBCARRIAGE BOLTCIPCAST IN PLACECTRCENTERCTRDCENTEREDCLCENTERLINECCHANNELCLRCLEARCFMFCOLD FORMED METAL FRAMINGCOLCOLUMNCONCCONCRETECCCONCRETE COLUMNCMUCONCRETE MASONRY UNITCONNCONNECTIONCDCONSTRUCTION DOCUMENTSCJCONSTRUCTION JOINTCONTCONTINUOUS/ CONTINUEDCFCONTINUOUS CONCRETE FOOTINGCONTRCONTRACTORCJCONTROL JOINTCOORDCOORDINATEX BRACECROSS BRACEDPENNY (NAIL) OR DEPTHDLDEAD LOADDEGDEGREEDEMODEMOLITIONDETDETAILDIMDIMENSIONDISTDISTANCEDOUG FIRDOUGLAS FIRDWLDOWELDWGDRAWINGEAEACHEWEACH WAYELEVELEVATORENGRENGINEEREQEQUAL/ EQUALLYEQUIPEQUIPMENTEXSTEXISTINGEXPEXPANSIONEXP BTEXPANSION BOLTEXTEXTERIORFOFACE OFFSTNRFASTENERFTFEETFLRFLOORFDTNFOUNDATIONFTGFOOTINGFSFOOTING STEPGALVGALVANIZEDGAGAUGEGCGENERAL CONTRACTORGLGLUE LAMINATEDGLBGLUE LAMINATED BEAMGRGRADEGR BMGRADE BEAMGTGROUTGYPGYPSUMHGRHANGERHSAHEADED STUD ANCHORHDRHEADERHTHEIGHTHHIGHHDHOLD-DOWNHSSHOLLOW STRUCTURAL SECTIONHKHOOKHORIZHORIZONTALINFOINFORMATIONINTINTERIORIBCINTERNATIONAL BUILDING CODEJJOISTLAMLAMINATEDLVLLAMINATED VENEER LUMBERLFLINEAR FEETLLLIVE LOADLLHLONG LEG HORIZONTALLLVLONG LEG VERTICALMFRMANUFACTURERMMASONRYMLMASONRY LINTELMPMASONRY PIERMATLMATERIALMAXMAXIMUMMECHMECHANICALMBRMEMBERMTLMETALMDMETAL DECKMEZZMEZZANINEMINMINIMUMMISCMISCELLANEOUSNLBNONLOAD BEARINGNNORTHNANOT APPLICABLENTSNOT TO SCALENONUMBEROCON CENTEROPNGOPENINGOWJOPEN WEB JOISTOPPOPPOSITEPARPARALLELPERPPERPENDICULARPREFABPREFABRICATEPHPHASEPCPIER CAP/CONCRETE PILEPLPLATEPLYWDPLYWOODLBSPOUNDPLFPOUNDS PER LINEAR FOOTPSFPOUNDS PER SQUARE FOOTPSIPOUNDS PER SQUARE INCHPAFPOWER-ACTUATED FASTENERSPTPRESSURE TREATEDQAQUALITY ASSURANCERRADIUSREFREFERENCEREINFREINFORCE, REINFORCINGREBARREINFORCING STEEL BARSREQTREQUIREMENTREVREVISIONRTRIGHTRGD INSRIGID INSULATIONRDROUNDSCHEDSCHEDULESASCREW ANCHORSHTHGSHEATHINGSIMSIMILARSCJSLAB CONTRACTION JOINTSQSQUARESFSQUARE FEETSISQUARE INCHSPECSPECIFICATIONSTDSTANDARDSTLSTEELSDSTEEL DECKSTL JSTSTEEL JOISTSTIFSTIFFENERSTRUCTSTRUCTURALSIPSTRUCTURAL INSULATED PANELSUB FLRSUBFLOORSUBSUBSTITUTEKIPTHOUSAND POUNDSTBTHROUGH BOLTTMBRTIMBERT&GTONGUE AND GROOVET&BTOP AND BOTTOMTOBTOP OF BEAMTOCTOP OF CONCRETETODTOP OF DECK/SHEATHINGTOFTOP OF FOOTINGTOMTOP OF MASONRYTOSTOP OF STEELTOWTOP OF WALLTJITRUSS JOISTTYPTYPICALUNOUNLESS NOTED OTHERWISEVIFVERIFY IN FIELDVERTVERTICALWLDWELD/WELDEDWWFWELDED WIRE FABRICWWIDEWFWIDE FLANGEWLWIND LOADW/WITHW/OWITHOUTWDWOODHGWOOD BEAM HANGERWPWORKING POINTSTRUCTURAL ABBREVIATIONSALL LUMBER SHALL BE GRADED AND MARKED ACCORDING TO THE WESTERN WOOD PRODUCTS ASSOCIATION (WWPA) GRADINGRULES OR APPROVED EQUIVALENT. ARCHITECTURAL/EXPOSED MEMBERS SHALL NOT BE STAMPED. A CERTIFICATE OFCOMPLIANCE BY THE MANUFACTURER SHALL BE PROVIDED IN LIEU OF MARKING.PROVIDE THE FOLLOWING FRAMING LUMBER SPECIES AND GRADE WITH MOISTURE CONTENT LESS THAN 19%, S4S: - 2x FRAMING LUMBER (NOT INCLUDING WALL STUDS AND PLATES) = DOUGLAS FIR-LARCH, GR. NO. 2 - POSTS AND BEAMS, 4x AND LARGER = DOUGLAS FIR - LARCH, GR. NO. 1 - BEARING/SHEAR WALL STUDS = DOUGLAS FIR - LARCH, STUD GRADE - SILL PLATES IN CONTACT WITH CONCRETE OR MASONRY = PRESSURE TREATED HEM FIR, STUD GRADE.AT CONVENTIONALLY FRAMED WALL OPENINGS, PROVIDE THE FOLLOWING MIN. HEADER SIZE AND SUPPORTS @ ALL END ANDINTERIOR BRG. PTS., UNLESS INDICATED OTHERWISE ON THE STRUCTURAL PLANS: - (2) 2X10 HEADER = 1 BRG. STUD. 1 KING STUD - (3) 2X12 BUILT-UP = 2 BRG. STUDS, 2 KING STUDSALL BUILT-UP POSTS SHALL BE NAILED AS FOLLOWS, BEGINNING AND ENDING NAILING 3" FROM BOTTOM AND TOP OF POST: - 2 PLY 2X4 - ONE ROW OF 10d NAILS @ 12" O.C. EA. SIDE, STAGGERED 1 1/2" HORIZ. 6" VERT. - 2 PLY 2X6 - TWO ROWS OF 10d NAILS @ 16" O.C. EA. SIDE, ROWS SPACED 2 1/2" APART, STAGGERED 8" VERT.SAWN LUMBER:WOOD AND WOOD PRODUCTS:ALL SHEATHING SHALL BE APA RATED, EXPOSURE 1, WITH SPAN RATINGS, THICKNESS & NAILING FOR SHEATHING AS INDICATEDIN THE PLANS.PLACE FLOOR AND ROOF SHEATHING W/ THE LONG AXIS PERPENDICULAR TO SUPPORTS & STAGGER 48-INCHES.DRIVE SHEATHING NAILS (OR OTHER SPECIFIED ATTACHMENTS) FLUSH WITH BUT NOT FRACTURING, THE WOOD PANEL SURFACE.ROOF, FLOOR, AND SHEAR WALL SHEATHING:ALL NAILS SHALL BE "COMMONS" UNLESS INDICATED OTHERWISE. USE OF SMALLER DIAMETER "BOX" NAILS FREQUENTLY USED INNAIL GUNS REQUIRES USE OF LARGER PENNY WEIGHT TO PROVIDE AN EQUIVALENT DIAMETER/LENGTH NAIL PROVIDE ASTM A153GALVANIZED FASTENERS @ TREATED WOOD.STEEL CONNECTION PLATE MATERIAL SHALL CONFORM TO ASTM STANDARD A36. WELDING SHALL CONFORM TO AWS D1.1.CONNECTION HARDWARE SHALL BE THE SIMPSON TYPE INDICATED, OR APPROVED EQUAL. PROVIDE ASTM G185 GALVANIZE COATING ATCONNECTORS AND ASTM A153 GALVANIZED COATING AT FASTENERS AT CONNECTIONS TO TREATED WOOD. FILL ALL HOLES IN CONNECTIONWITH THE TYPE, SIZE, AND NUMBER OF BOLTS/NAILS LISTED BY THE MANUFACTURE. FINISH FOR EXPOSED CONNECTION HARDWARE SHALLBE EPOXY-BASED CORROSION RESISTANT PAINT WITH COLOR AS CHOSEN BY ARCHITECT.WHERE MULTIPLE FRAMING MEMBERS ARE SHOWN, PROVIDE HANGERS OF SIMILAR TYPE AS CALLED OUT BUT SIZED TO CARRYMULTIPLE MEMBERS.BOLTS AND LAG SCREW MATERIAL SHALL CONFORM TO ASTM STANDARD A307.BOLT HOLES IN WOOD MEMBERS SHALL BE A MAXIMUM OF 1/16" LARGER THAN THE BOLT DIAMETER.FOR LAG SCREWS, THE CLEARANCE HOLE SHALL BE THE SAME DIAMETER AS THE SHANK AND THE SAME DEPTH AS THE UNTHREADEDSHANK. THE LEAD HOLE SHALL BE 60 PERCENT OF THE SHANK DIAMETER AND A LENGTH EQUAL TO THE THREADED PORTION.PROVIDE STANDARD WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD.ALL FASTENING SHALL BE IN ACCORDANCE WITH 2012 IBC TABLE NO. 2304.9.1 UNLESS THE PLANS INDICATE A HEAVIER NAILING.STAGER SPLICES OF ALL DOUBLE TOP PLATES 48" (MIN.) AND NAIL WITH (2) 10d's @ 12" O.C. FOR 2'-0" EACH SIDE OF SPLICE(4 TOTAL NAILS EACH SIDE OF SPLICE)AT ALL EXPOSED, WOOD TO WOOD BOLTED CONNECTIONS, CUT OFF EXTENDED BOLT AND "KNICK" TO PRECLUDE LOOSENING.ALL WASHERS FOR ANCHOR BOLTS ATTACHING SILL PLATES SHALL BE STEEL WASHERS WITH A MINIMUM OF 3/16"x3"x3" IN SIZE.UNLESS NOTED OTHERWISE, PROVIDE 3/4" DIA. x 7" EMBED ANCHOR BOLTS AT 4'-0" MAX. O.C. AT ALL SILL AND BEARING PLATE TOFOUNDATION WALL CONNECTIONS WITH (2) BOLTS MINIMUM PER EACH SILL PLATE PIECE AND WITH BOLTS 12" MAX. FROM CORNERSAND ENDS OD SILL PLATE PIECES.PROVIDE SHEAR PLATES OF THE SIZE AND MATERIAL INDICATED. SHEAR PLATE DIMENSIONS, GROOVES, DAPS, AND BOLT HOLES SHALL CONFORMTO APPENDIX K OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS), 1991 EDITION. PRESSED STEELTYPE CONNECTORS ARE TO BE MANUFACTURED FROM SAE 1010 HOT ROLLED CARBON STEEL. MALLEABLE IRON SHEAR PLATES ARETO BE MANUFACTURED WITH ASTM A47 GRADE 32510 MATERIAL.WOOD CONNECTIONS:ALL PRE-ENGINEERED WOOD OPEN-WEB TRUSSES SHALL BE MANUFACTURED AND DESIGNED BY APPROVED TRUSS MANUFACTURER WITH ICCAPPROVAL.SHOP DRAWINGS AND CALCULATIONS SHALL BE SEALED AND SIGNED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATEWHERE THE PROJECT IS LOCATED.EACH TRUSS SHALL BE LEGIBLY BRANDED, MARKED OR OTHERWISE HAVE PERMANENTLY AFFIXED THERETO THE FOLLOWING INFORMATIONLOCATED WITHIN 2 FEET OF THE CENTER OF THE SPAN ON THE FACE OF THE BOTTOM CHORD: A) IDENTITY OF THE COMPANYMANUFACTURING THE TRUSS, B) THE DESIGN LOAD, AND C) THE SPACING OF THE TRUSS.ALL BRIDGING, BEARING HARDWARE, BLOCKING, HANGERS, ETC., THAT CONNECT TO THE WOOD OPEN-WEB TRUSSES SHALL BE PER THEMANUFACTURERS STANDARD DETAILS. ERECTOR TO INSTALL WOOD OPEN-WEB TRUSSES IN ACCORDANCE WITH THE MANUFACTURERSDRAWINGS AND INSTALLATION GUIDELINES.TRUSS MANUFACTURER TO INSPECT ALL TRUSSES AFTER THEY HAVE BEEN ERECTED AND FLOOR AND/OR ROOF SHEATHING, BRIDGING,BLOCKING, ETC., HAS BEEN INSTALLED. MANUFACTURER TO SUBMIT CERTIFICATE TO THE STRUCTURAL ENGINEER OF RECORD THAT THEINSPECTION WAS MADE AND THAT TRUSSES ARE IN ACCEPTABLE CONDITION AND MEET THE MANUFACTURER'S DESIGN AND INSTALLATIONREQUIREMENTS.PRE-ENGINEERED WOOD TRUSSES:VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2025COPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYP:\10678-LAUREL PARKWAY LLC\001 - NORTON RANCH LIFT STATION\ACAD\SHEETS\0-GENERAL\G-X_STRUCTURALNOTES.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsMorrisonMaierlePLOTTED BY:LEE HAGEMAN ON Jun/04/2025 NORTON RANCH LIFT STATION UPGRADES BOZEMANMONTANAGENERAL STRUCTURAL NOTES10678.0015G-5KJSLRHLRH06/2025 AGENCY REVIEW (REVISION 2)JUNE 202505/29/2025