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Home My WebLink About005 - G-5 - GEN STRUCTURAL NOTES WOOD AND WOOD PRODUCTS: DEMOLITION NOTES: AB� ABOVE � �o�ST ADDL ADDITIONAL SAWN LUMBER: THE DEMOLITION DRAWINGS,SECTIONS,DETAILS,AND NOTES PROVIDE A GENER4L REPRESENTATION AND qq ADHESIVE ANCHOR LAM LAMINATED DESCRIPTION OF THE ITEMS AND AREAS TO BE DEMOLISHED.THE CONTRACTOR SHALL FIELD VERIFY AD ADHESIVE DOWEL LVL LAMINATED VENEER LUMBER ALL LUMBER SHALL BE GRADED AND MARKED ACCORDING TO THE WESTERN WOOD PRODUCTS ASSOCIATION(WWPA)GRADING ACTUAL QUANTITIES AND LOCATION FOR ALL INDICATED ITEM AS NECESSARY TO COMPLETE THE SCOPE OF qLT ALTERNATE LF LINEAR FEET RULES OR APPROVED EQUIVALENT.ARCHITECNRAL/EXPOSED MEMBERS SHALL NOT BE STAMPED.A CERTIFICATE OF DEMO WORK IN ACCORDANCE WITH THE CONTR4CT DOCUMENTS ACI AMERICAN CONCRETE INSTINTE LL LNE LOAD COMPLIANCE BY THE MANUFACTURER SHALL BE PROVIDED IN LIEU OF MARKING. CONTRACTOR TO ENSURE DEMOLITION SEQUENCE DOES NOT CREATE UNSTABLE CONDITIONS OF EXISTING AISC AMERICAN INSTITUTE OF STEEL LLH LONG LEG HORIZONTAL PROVIDE THE FOLLOWING FRAMING LUMBER SPECIES AND GRADE WITH MOISTURE CONTENT LESS THAN 19%,S4S: CONSTRUCTION LLV LONG LEG VERTICAL -2x FRAMING LUMBER(NOT INCLUDING WALL STUDS AND PLATES)=DOUGLAS FIR-LARCH,GR.NO.2 REQUERED TO REMAIN AND ELEMENTS YET TO BE DEMOLISHED.PROVIDE TEMPORARV SHORING AS ANSI AMERICAN NATIONAL STANDARDS -POSTS AND BEAMS,4x AND LARGER-DOUGLAS FIR-LARCH,GR.NO.1 INSTITUTE MFR MANUFACTURER -BEARING/SHEAR WALL STUDS=DOUGLAS FIR-LARCH,STUD GRADE APA AMERICAN PLYWOOD ASSOCIATION M MASONRY IF ON SITE CONDITIONS DIFFER FROM THOSE SHOWN IN THE DRAWING SET,NOTIFY ENGINEER OF RECORD. ASCE AMERICAN SOCIEN OF CIVIL ML MASONRY LIMEL -SILL PLATES IN CONTACT WITH CONCRETE OR MASONRV=PRESSURE TREATED HEM FIR,STUD GRADE. ENGINEERS MP MASONRY PIER AT CONVENTIONALLY FRAMED WALL OPENINGS,PROVIDE THE FOLLOWING MIN.HEADER SIZE AND SUPPORTS @ ALL END AND COORDINATE WITH THE OWNER FOR ANY ITEMS OR EQUIPMENT TO BE SALVAGED.UNLE55 SPEGFICALLY ASTM AMERICAN SOCIETY OF TESTING MATL MATERIAL INTERIOR BRG.PTS.,UNLESS INDICATED OTHERWISE ON THE STRUCTURAL PLANS' SCHEDULED FOR REUSE,DEMOLISHED MATERIALS SHALL BECOME THE POSSESSION OF THE CONTRACTOR AND MATERIALS MAX MAXIMUM -(2)2X10 HEADER-1 BRG.STUD.1 KING STUD AND SHALL BE IMMEDIATELY REMOVED FROM THE SITE AB ANCHOR BOLT MECH MECHANICAL -(3)2X12 BUILT-UP=2 BRG.STUDS,2 KING STUDS AR ANCHOR ROD MBR MEMBER REMOVE MATERIALS FROM SITE AND DISPOSE OF IN A LEGAL MANNER L ANGLE MTL METAL ALL BUILT-UP POSTS SHALL BE NAILED AS FOLLOWS,BEGINNING AND ENDING NAILING 3"FROM BOTTOM AND TOP OF POST: ARCH ARCHITECT MD METAL DECK -2 PLY 2X4-ONE ROW OF 10d NAILS @ 12"O.C.EA.SIDE,STAGGERED 1 1/2"HORIZ.6"VERT. DEBRIS SHALL NOT BE ALLOWED TO ACCUMULATE WITHIN THE BUILDING OR ON SITE MEZZ MEZZANINE -2 PLY 2X6-TWO ROWS OF 10d NAILS @ i6"O.C.EA.SIDE,ROWS SPACED 2 1/2"APART,STAGGERED 8"VERT. B PL BASE PLATE MIN MINIMUM BURNING OF MATERIAL ON SITE IS NOT PERMITTED BSMT BASEMENT MISC MISCELLANEOUS BM BEAM NOTIFY AFFECTED UTILITY COMPANIES BEFORE STARTING WORK AND COMPLY WITH THEIR REQUIREMENTS BRG BEARING NLB NONLOAD BEARING ROOF,FLOOR,AND SHEAR WALL SHEATHWG: e�w ee�ow N NORrH ALL SHEATHING SHALL BE APA RATED,EXPOSURE 1,WITH SPAN RATINGS,THICKNESS&NAILING FOR SHEATHING AS INDICATED PREVENT MOVEMENT OR SETTLEMENT OF ADJACENT STRUCTURES.PROVIDE SHORING AND BRACING AS BTWN BETWEEN NA NOT APPLICABLE IN THE PLANS. REQUIRED BLKG BLOCKING NTS NOT TO SCALE BOT BOTTOM NO NUMBER PLACE FLOOR AND ROOF SHEATHING W/THE LONG AXIS PERPENDICULAR TO SUPPORTS&STAGGER 48-INCHES. CARRY OUT DEMOLITION WORK TO CAUSE AS LITTLE INCONVENIENCE TO ANY ADJACENT OCCUPIED BC BOTTOM CHORD BUILDING OR SITE AS POSSIBLE AND WITH MINIMUM INTERFERENCE TO PUBLIC OR PRIVATE ACCESSES. BLDG BUILDING OC ON CENTER DRNE SHEATHING NAILS(OR OTHER SPECIFIED ATTACHMENTS)FLUSH WITH BUT NOT FRACNRING,THE WOOD PANEL SURFACE. MAINTAIN PROTECTED EGRESS AND ACCESS AT ALL TIMES. BU BUILT UP OPNG OPENING OWJ OPENWEBJOIST WOOD CONNECTIONS: IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ELEMENTS AND AREAS NOT IN DEMOLITION SCOPE CANTIL CANTILEVER OPP OPPOSITE OF WORK. CB CARRIAGE BOLT ALL NAILS SHALL BE"COMMONS"UNLESS INDICATED OTHERWISE.USE OF SMALLER DIAMETER"BOX"NAILS FREQUENTLV USED IN CIP CAST IN PLACE PAR PARALLEL NAIL GUNS REQUIRES USE OF LARGER PENNY WEIGHT TO PROVIDE AN EQUIVALENT DIAMETER/LENGTH NAIL PROVIDE ASTM A153 CONTRACTOR SHALL PROVIDE TEMPORARY DUST AND CONSTRUCTION SEPARATION WALLS AS REQUIRED CTR CENTER PERP PERPENDICULAR GALVANIZED FASTENERS @ TREATED WOOD. TO SHIELD OCCUPANTS FROM NOISE,DUST,WEATHER,AND OTHER HAZARDS THAT MAV BE EXPOSED AS A CTRD CENTERED PREFAB PREFABRICATE RESULT OF THE DEMOLITION WORK. CL CENTERLINE PH PHASE STEEL CONNECTION PLATE MATERIAL SHALL CONFORM TO ASTM STANDARD A36.WELDING SHALL CONFORM TO AWS D1.1. C CHANNEL PC PIER CAP/CONCRETE PILE PERFORM CUTTING OF EXISTING CONCRETE AND MASONRY WITH SAWS AND CORE DRILLS.DO NOT USE CLR CLEAR PL PLATE CONNECTION HARDWARE SHALL BE THE SIMPSON TVPE INDICATED,OR APPROVED EQUAL.PROVIDE ASTM G185 GALVANIZE COATING AT JACK-HAMMERS EXCEPT WHERE PERMITTED BY OWNER. CFMF COLD FORMED METAL FRAMING PLVWD PLYWOOD CONNECTORS AND ASTM A153 GALVANIZED COATING AT FASTENERS AT CONNECTIONS TO TREATED WOOD.FILL ALL HOLES IN CONNECTION COL COLUMN LBS POUND WITH THE TYPE,SIZE,AND NUMBER OF BOLTS/NAILS LISTED BY THE MANUFACTURE.FINISH FOR EXPOSED CONNECTION HARDWARE SHALL CONTRACTOR IS RESPONSIBLE FOR PATCHING AND/OR REPAIRING ANY DAMAGE TO ELEMENTS OR AREAS CONC CONCRETE PLF POUNDS PER LINEAR FOOT BE EPDXV-BASED CORROSION RESISTANT PAINT WITH COLOR AS CHOSEN BY ARCHITECT. NOT INCLUDED IN THE DEMOLITION SCOPE,THIS INCLUDES DAMAGE CAUSED BV THE CONTRACTOR AND CC CONCRETE COLUMN PSF POUNDS PER SQUARE FOOT SUBCONTRACTORS. CMU CONCRETEMASONRVUNIT PSI POUNDSPERSQUAREINCH WHERE MULTIPLE FRAMING MEMBERS ARE SHOWN,PROVIDE HANGERS OF SIMILAR TYPE AS CALLED OUT BUT SIZED TO CARRV CONN CONNECTION PAF POWER-ACTUATED FASTENERS MULTIPLE MEMBERS. CD CONSTRUCTION DOCUMENTS PT PRESSURE TREATED CJ CONSTRUCTION JOINT BOLTS AND LAG SCREW MATERIAL SHALL CONFORM TO ASTM STANDARD A307. CONT CONTINUOUS/CONTINUED QA QUALITY ASSURANCE CF CONTINUOUS CONCRETE FOOTING BOLT HOLES IN WOOD MEMBERS SHALL BE A MAXIMUM OF 1/16"LARGER THAN THE eOLT DIAMETER. CONTR CONTRACTOR R RADIUS CJ CONTROLJOINT REF REFERENCE FOR LAG SCREWS,THE CLEARANCE HOLE SHALL BE THE SAME DIAMETER AS THE SHANK AND THE SAME DEPTH AS THE UNTHREADED COORD COORDINATE REINF REINFORCE,REINFORCING SHANK.THE LEAD HOLE SHALL BE 60 PERCENT OF THE SHANK DIAMETER AND A LENGTH EQUAL TO THE THREADED PORTION. X BRACE CROSS BRACE REBAR REINFORCING STEEL BARS REQT REQUIREMENT PROVIDE STANDARD WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. D PENNV(NAIL)OR DEPTH REV REVISION DL DEAD LOAD RT RIGHT ALL FASTENING SHALL BE IN ACCORDANCE WITH 2O121BC TABLE NO.2304.9.1 UNLESS THE PLANS INDICATE A HEAVIER NAILING. DEG DEGREE RGD INS RIGID INSULATION DEMO DEMOLITION RD ROUND STAGER SPLICES OF ALL DOUBLE TOP PLATES 48"(MIN.)AND NAIL WITH(2)10d's @ 12"O.C.FOR Y-0"EACH SIDE OF SPLICE DET DETAIL (4 TOTAL NAILS EACH SIDE OF SPLICE) DIM DIMENSION SCHED SCHEDULE DIST DISTANCE SA SCREW ANCHOR AT ALL EXPOSED,WOOD TO WOOD BOLTED CONNECTIONS,CUT OFF EXTENDED BOLT AND"KNICK"TO PRECLUDE LOOSENING. DOUG FIR DOUGLAS FIR SHTHG SHEATHING DWL DOWEL SIM SIMILAR ALL WASHERS FOR ANCHOR BOLTS ATTACHING SILL PLATES SHALL BE STEEL WASHERS WITH A MINIMUM OF 3/i6"x3"x3"IN SIZE. DWG DRAWING SCJ SLAB CONTRACTION JOINT SQ SQUARE UNLESS NOTED OTHERWISE,PROVIDE 3/4"DIA.x 7"EMBED ANCHOR BOLTS AT 4'-0"MAX.O.C.AT ALL SILL AND BEARING PLATE TO EA EACH SF SQUARE FEET FOUNDATION WALL CONNECTIONS WITH(2)BOLTS MINIMUM PER EACH SILL PLATE PIECE AND WITH BOLTS 12"MAX FROM CORNERS EW EACH WAY SI SQUARE INCH AND ENDS OD SILL PLATE PIECES. ELEV ELEVATOR SPEC SPEGFICATION ENGR ENGINEER STD STANDARD PROVIDE SHEAR PLATES OF THE SIZE AND MATERIAL INDICATED.SHEAR PLATE DIMENSIONS,GROOVES,DAPS,AND BOLT HOLES SHALL CONFORM E� EQUAU E�UALLV STL STEEL TO APPENDIX K OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION(NDS),1991 EDITION.PRESSED STEEL EQUIP EQUIPMENT SD STEEL DECK TYPE CONNECTORS ARE TO BE MANUFACTURED FROM SAE 1010 HOT ROLLED CARBON STEEL MALLEABLE IRON SHEAR PLATES ARE EXST EXISTING STL JST STEEL JOIST TO 8E MANUFACTURED WITH ASTM A47 GRADE 32510 MATERIAL. EXP EXPANSION STIF STIFFENER EXPBT EXPANSION BOLT STRUCT STRUCTURAL EXT EXTERIOR SIP STRUCTURALINSULATED PANEL SUB FLR SUBFLOOR PRE-ENGINEERED WOOD TRUSSES: Fo FACE OF sus suesTirure FSTNR FASTENER ALL PRE-ENGINEERED WOOD OPEN-WEB TRUSSES SHALL BE MANUFACNRED AND DESIGNED BY APPROVED TRUSS MANUFACTURER WITH ICC FT FEET KIP THOUSAND POUNDS APPROVAL SHOP DRAWINGS AND CALCULATIONS SHALL BE SEALED AND SIGNED BY A PROFESSIONAL ENGMEER REGISTERED IN THE STATE FLR FLOOR TB THROUGH BOLT WHERE THE PROJECT IS LOCATED. FDTN FOUNDATION TMBR TIMBER FTG FOOTING T8G TONGUEANDGROOVE EACH TRUSS SHALL BE LEGIBLY BRANDED,MARKED OR OTHERWISE HAVE PERMANENTLY AFFIXED THERETO THE FOLLOWING INFORMATION FS FOOTING STEP T&B TOP AND BOTTOM LOCATED WITHIN 2 FEET OF THE CENTER OF THE SPAN ON THE FACE OF THE BOTTOM CHORD:A)IDENTITY OF THE COMPANY TOB TOP OF BEAM MANUFACNRING THE TRUSS,B)THE DESIGN LOAD,AND C)THE SPACING OF THE TRUSS. GALV GALVANIZED TOC TOP OF CONCRETE GA GAUGE TOD TOP OF DECK/SHEATHING ALL BRIDGING,BEARING HARDWARE,BLOCKING,HANGERS,ETC.,THAT CONNECT TO THE WOOD OPEN-WEB TRUSSES SHALL BE PER THE GC GENERAL CONTRACTOR TOF TOP OF FOOTING � MANUFACTURERS STANDARD DETAILS.ERECTOR TO INSTALL WOOD OPEN-WEB TRUSSES IN ACCORDANCE WITH THE MANUFACTURERS GL GLUE LAMINATED TOM TOP OF MASONRY DRAWINGS AND INSTALLATION GUIDELINES. GLB GLUE LAMINATED BEAM TOS TOP OF STEEL GR GRADE TOW TOP OF WALL o TRUSS MANUFACNRER TO INSPECT ALL TRUSSES AFTER THEY HAVE BEEN ERECTED AND FLOOR AND/OR ROOF SHEATHING,BRIDGING, GR BM GRADE BEAM TJI TRUSS JOIST BLOCKING,ETC.,HAS BEEN INSTALLED.MANUFACTURER TO SUBMIT CERTIFICATE TO THE STRUCTURAL ENGINEER OF RECORD THAT THE GT GROUT TVP TYPICAL < INSPECTION WAS MADE AND THAT TRUSSES ARE IN ACCEPTABLE CONDITION AND MEET THE MANUFACTURER'S DESIGN AND INSTALLATION GYP GYPSUM REQUIREMENTS. UNO UNLESS NOTED OTHERWISE HGR HANGER HSA HEADED STUD ANCHOR VIF VERIFY W FIELD HDR HEADER VERT VERTICAL X � HT HEIGHT H HIGH WLD WELD/WELDED � HD HOLD-DOWN NPNF WELDED WIRE FABRIC H55 HOLLOW STRUCTURAL SECTION W WIDE � HK HOOK WF WIDEFLANGE HORIZ HORIZONTAL WL WIND LOAD W/ WITH INFO INFORMATION W/O WITHOUT INT INTERIOR WD WOOD Q IBC IMERNATIONAL BUILDING CODE HG WOOD BEAM HANGER g WP WORKING POINT 0 ` STRUCTURAL ABBREVIATIONS UQ K O ° AGENCY REVIEW (REVISION 2) JUNE 2025 J REvisioNs ,,�b11�'Ai�a,, J veaiFv SCn�e�. DRAWN BY: KJS PROJECT NUMBER � NO. DESCRIPTION BY DATE y' _ �'i� 10678.001 mesePrzmrsnnnvserzeouceo. MOI �ISO� 2880Techno�o s��dwest DSGN.BY: LRH NORTONRANCHLIFTSTATIONUPGRADES auNE eE�ow MEnsurzEs oNE iNcn 9Y �� '�, SHEET NUMBER oNorziciNn�oanwiNc. ■■ � � Bozeman,MT 59718 (-o NATE J. �; APPR.BY: LRH gOZEMAN MONTANA s �� A �� MENUEZ /� PY P � �� No.15739 PE _� DATE: O6/2025 DRAWWGNUMBER � 1 � 1��V 1 V � www,m-m.net �rF P o�z9�zozs� 4C.REVIEW MooiFvscn�enccoaowc�v� engineers surveyors planners scientists �'�,,ss��STER`��'= BY GENERAL STRUCTURAL NOTES r�� i<<�NAL��.�� V a PLOTTED BV:LEE HAGEMAN ON JUN04/2025 COPVRiGHT�OMORRISON-MAIERLE,2025 DATE: