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HomeMy WebLinkAbout20210315 - 430-444 West State MLK Street - Structural SetERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTIONSSSSTTTTRRRRUUUUCCCCTTTTUUUURRRRAAAALLLL NNNNOOOOTTTTEEEESSSS &&&&LEGENDLEGENDLEGENDLEGENDSSSS000000001111Taitem110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SETFINISHED FLOOR ELEVATIONF.F.E.ON CENTERSCHEDULESAW CUT JOINTSECTIONSLAB ON GRADESPACINGSTANDARDTOPTYPICALDETAILTOP OF STEELUNLESS NOTED OTHERWISEBOTTOMBOTTOM OF FOOTINGCONCRETECONNECTIONCONTINUOUSTHICKNESS =EMBEDMENTEQUALEACH WAYEXISTINGEXPANSIONELEVATIONSCOLUMNHOT DIPPED GALVANIZEDU.N.O.T.O.S.DET.TYP.(T)STD.SP.S.O.G.SEC.S.C.JSCHED.O.C.HDGCOL.ELEVS.EXP.EXIST.E.W.EQ.EMBED.t=CONT.CONN.CONC.B.O.F.(B)ABBREVIATION LEGEND:WWFWELDED WIRE FABRICPOUNDSLBS.LONGMARKEDMKDLG.T.O.W.TOP OF WALLS.F.SAFETY FACTORTOP OF JOISTT.O.J.BOTTOMBOTT.FOUNDATIONFDTN.BOTTOM OF BASE PLATEB.O.B.EACH FACEE.F.TOP OF FOOTINGT.O.F.OR APPROVED EQUALO.A.E.LAMINATED VENEER LUMBERLVLPRESSURE TREATEDP.T.SPRUCE PINE FIRSPFSOUTHERN YELLOW PINESYPEXTERIOREXT.ISOLATIONISO.A OR Gb12dDJdbb4dDdbA OR G180°OR 2 1/2" MINA OR G90° HOOKS8"2'-0"2'-7"1'-0"1'-2"1'-4"1'-7"1'-10"10"6"J180° HOOKSA OR G10"8"7"6"11"2'-3"1'-7"1'-5"1'-3"5"1'-1 1/4"1'-2 3/4"1'-9 3/4"6"7"8"11 3/4"3"4"5""D", IN.BARSIZE5 1/4"4 1/2"3 3/4"3"12"9 1/2"6"#5#6#7#4#10#14#11#9#82 1/4"#310 3/4"18 1/4"END HOOKS FOR ALL GRADESDIAMETERFINISHED BEND#1824"2'-4 1/2"3'-0"3'-5"90°FLOORFLRNOT IN CONTRACTNICENGINEER SO AS NOT TO OVERLOAD THE STRUCTURE OR IN ANYFURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT THATCOMPLETION. THE CONTRACTOR IS RESPONSIBLE FORTHE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPONBE TAKEN FOR THE PILING OF CONSTRUCTION MATERIALS.OTHER WAY IMPAIR THE STRUCTURE. SAME PRECAUTION SHALLDEFINITE LOCATIONS MUST BE PREVIOUSLY APPROVED BY THESTRUCTURAL FLOORS OR ROOF AND ITS TEMPORARY AND/ORHORIZONTAL MOVEMENT OF ANY HEAVY EQUIPMENT OVERINCLUDE INSPECTION OF THE ABOVE ITEMS.VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOTCONSTRUCTION METHODS AND/OR SEQUENCES. OBSERVATIONMAY BE REQUIRED AS THE RESULT OF THE CONTRACTOR'SCONSTRUCTION PERIOD.MOVEMENTS OF STRUCTURAL ELEMENTS DURING THESHALL RECOGNIZE AND CONSIDER THE EFFECTS OF THERMALCONTRACTOR'S CONSTRUCTION AND/OR ERECTION SEQUENCESDIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS.DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FORDIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ONREPRESENTATIVE.PROFESSIONAL OF RECORD OF SUCH DEVIATION AT THE TIME OFUNDERSTOOD EITHER OWNER OR HIS AUTHORIZEDWHERE "OWNER" IS MENTIONED IN PLANS IT IS TO BEWRITTEN APPROVAL TO THE SPECIFIC DEVIATION.SUBMISSION, AND THE PROFESSIONAL OF RECORD HAS GIVENUNLESS THE CONTRACTOR HAS SPECIFICALLY INFORMED THERECORD REVIEW OF SHOP DRAWINGS, PRODUCT DATA, ETC.,RESPONSIBILITY OF SUCH DEVIATION BY THE PROFESSIONAL OFTHE CONTRACTOR SHALL NOT BE RELIEVED OF THEWRITING OF ANY DEVIATION FROM THE CONTRACT DOCUMENTS.THE CONTRACTOR SHALL INFORM THE ARCHITECT/ENGINEER INIMMEDIATELY.BEFORE LAYING OUT THE WORK.PLANS. THE ARCHITECTS AND ENGINEERS SHALL BE NOTIFIEDDISCREPANCY ARISES IN THE STRUCTURAL AND ARCHITECTURALFIELD CONDITIONS PRIOR TO STARTING CONSTRUCTION. IF ANYCONTRACTOR MUST VERIFY ALL DIMENSIONS AND EXISTINGPLANS AGAINST THE DIMENSIONS ON ARCHITECTURAL PLANSCONTRACTOR MUST VERIFY ALL DIMENSIONS ON STRUCTURALPOURED.MECHANICAL AND PLUMBING PLANS BEFORE THE CONCRETE ISCONDUITS, ETC., SHOWN OR NOTED IN ARCHITECTURAL AND/ORLOCATION OF ALL ANCHORS, INSERTS BOLTS, SLEEVES,CONTRACTOR MUST PROVIDE, SET AND VERIFY DIMENSIONS ANDREFERENCES:DESIGN, FABRICATION & CONSTRUCTION WORK SHALL COMPLYNOT SHOWN OR OMITTED ON THE DRAWINGS.NOTIFY THE STRUCTURAL ENGINEER IN ADVANCE OF CONDITIONSSTRUCTURAL ENGINEER SHALL BE CONSULTED.THESE STRUCTURAL DRAWINGS AND/OR SPECIFICATIONS, THEIN CASE OF DOUBT IN THE INTERPRETATION OF ANY ASPECT OFSITUATIONS ELSEWHERE UNLESS NOTED OTHERWISE.INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILARSTANDARDS REFERENCED THEREIN:AMERICAN WELDING SOCIETY (AWS)DESIGN LOADS:STEEL DECK INSTITUTE (SDI)CONCRETE REINFORCING STEEL INSTITUTE (CRSI)AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)NEW YORK STATE UNIFORM CODEAMERICAN CONCRETE INSTITUTE (ACI)CODES AND SPECIFICATIONS THEIR COMMENTARIES AND THEWITH THE REQUIREMENTS AND PROVISIONS OF THE FOLLOWINGALL DETAILS, SECTIONS AND NOTES SHOWN ON DRAWINGS AREGENERAL NOTES:FOR ADDITIONAL REQUIREMENTS.NO OPENINGS, OTHER THAN THOSE SHOWN ON THE STRUCTURALREQUIREMENTS INTO THEIR SHOP DRAWINGS AND WORK.CONTRACTOR IS RESPONSIBLE FOR COORDINATING SUCHARCHITECTURAL, ELECTRICAL AND MECHANICAL DRAWINGS.STRUCTURAL DRAWINGS ARE INTENDED TO BE USED WITHSPECIFICATIONS. REFER TO THE PROJECT SPECIFICATIONSTHESE GENERAL NOTES SUPPLEMENT THE PROJECTENGINEER.ARCHITECT/ENGINEER.THE CONTRACTOR IS RESPONSIBLE FOR LIMITING THE AMOUNTARCHITECTURAL AND MECHANICAL DRAWINGS FOR SUCH OPENINGS.SHOWN ON THE STRUCTURAL DRAWINGS. REFER TOOPENINGS 1'-4" AND LESS ON A SIDE ARE GENERALLY NOTSHALL BE MADE WITHOUT THE WRITTEN APPROVAL OF THENO CHANGE IN SIZE OR DIMENSION OF STRUCTURAL MEMBERSWITHOUT THE WRITTEN APPROVAL OF THE STRUCTURALDRAWINGS, SHALL BE MADE IN ANY STRUCTURAL MEMBEROF THE FRAMING AT THE TIME THE LOADS ARE IMPOSED.CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN CAPACITYOF CONSTRUCTION LOAD IMPOSED UPON STRUCTURAL FRAMING.2.1.6.5.4.3.7.8.9.10.11.12.13.14.15.16.17.18.7.6.5.4.3.2.1.ARE NOT AUTHORIZED TO REVOKE, ALTER, RELAX, ENLARGE ORTECHNICIANS.AGENCY AND INSPECTOR.RECORDS OF INSPECTIONS SHALL BE KEPT AVAILABLE TO THERECORDS SHALL BE PRESERVED BY THE INDEPENDENT TESTINGFOR TWO YEARS AFTER COMPLETION OF THE PROJECT.BUILDING OFFICIAL DURING PROGRESS OF THE WORK ANDTHE CONTRACTOR SHALL NOTIFY THE TESTING AGENCY AND/OR INSPECTORALL REASONABLE FACILITIES SHALL BE MADE AVAILABLE FORTESTING AND INSPECTIONS. A MINIMUM OF 48 HOURS IN ADVANCE OF ALL WORK REQUIRINGTHE CONTRACTOR, OR BE A PARTY TO SCHEDULING OF WORK.RELEASE ANY PORTION OF THE WORK, PERFORM ANY DUTIES OFFINAL ACCEPTANCE.NOR SHALL IT OBLIGATE THE OWNER'S REPRESENTATIVE FORSTRUCTURAL TESTING AND SPECIAL INSPECTION.SEE SPECIFICATIONS FOR SPECIFIC REQUIREMENTS FORSHALL BE PERFORMED UNDER THE SUPERVISION OF AN ENGINEERWAY PREVENT LATER REJECTION WHEN SUCH DEFECT IS NOTED,DETECT ANY DEFECTIVE WORK OR MATERIAL SHALL NOT IN ANYFAILURE OF TESTING AND INSPECTIONS TOLICENSED IN THE STATE OF NEW YORK. WHENEVER POSSIBLE, THE STRUCTURALPROJECT IS LOCATED AND ALL TESTING AND INSPECTIONSAGENCY SHALL BE REGISTERED WHERE THESTRUCTURAL TESTING AND SPECIAL INSPECTIONS. THE TESTINGINDEPENDENT TESTING AGENCY OR LABORATORY TO PROVIDETHE OWNER WILL EMPLOY AND PAY FOR THE SERVICES OF ANSTRUCTURAL TESTS AND SPECIAL INSPECTIONS:THE TESTING AGENCY OR LABORATORY AND ITS REPRESENTATIVES1.2.3.4.5.6.STRUCTURAL STEEL:1.PRACTICE, LATEST VERSION. EXCEPT AS MODIFIED IN THESE NOTES ANDERECTED IN ACCORDANCE WITH THE AISC CODE OF STANDARDALL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED ANDTHE PROJECT SPECIFICATIONS AND/OR DRAWINGS.ALL CONNECTIONS. CONNECTION DETAILS INDICATED ON THETHE FABRICATOR IS RESPONSIBLE FOR THE SHOP DRAWINGS OFCONNECTION SHOP DRAWING. DRAWING, IS PROHIBITED WITHOUT WRITTEN APPROVAL OF THESPLICING OF STEEL MEMBERS, UNLESS SHOWN ON THEDRAWINGS SHALL BE INCORPORATED INTO FABRICATOR'SASSURANCE GENERAL NOTES AND PROJECT SPECIFICATIONS.ASSURANCE TESTING AND INSPECTIONS. SEE QUALITYSTRUCTURAL STEEL WORKS.AISC, ASTM & AWS SPECIFICATIONS WILL GOVERN ALLDESIGN AND CONSTRUCTION SHALL CONFORM TO THE AMERICANSTRUCTURAL STEEL WORK SHALL BE SUBJECT TO QUALITYARCHITECT/ENGINEER.INSTITUTE OF STEEL CONSTRUCTION STANDARD PRACTICE.ACCORDANCE WITH THE PROJECT SPECIFICATIONSSTRUCTURAL STEEL WELDING SHALL BE PERFORMED INCODE FOR WELDING IN BUILDING CONSTRUCTION.ACCORDANCE TO SECTION 501 THRU 607 OF THE AWS DLO-89SPECIFIED ON PLANS.ALL CONNECTIONS SHALL BE BEARING TYPE UNLESS OTHERWISEALL INSPECTION AND TESTING OF WELDING SHALL BE DONE INAPPROVAL WELL IN ADVANCE OF CONSTRUCTION.ERECTION SHALL BE SUBMITTED TO THE DESIGNER FORSHALL BE REPORTED TO THE ENGINEER FOR REVIEW ANDMISFITTING OR NON-CONFORMING MATERIALS OR CONDITIONSINCORRECTLY FABRICATED, DAMAGED OR OTHERWISECORRECTIVE ACTION TO BE IMPLEMENTED.APPLY:WELD SIZEUNLESS OTHERWISE NOTED, THE FOLLOWING MINIMUMS SHALLAPPROVAL OR REJECTION, PRIOR TO REMEDIAL ORSHOP DRAWINGS FOR ALL STRUCTURAL STEEL FABRICATION ANDCLIP ANGLE THICKNESSPLATE THICKNESSBOLTS/ANGLE LEGONE BOLT ASSEMBLY SHALL CONSIST OF:BOLT DIAMETERDESIGN DUE TO TEMPERATURE CHANGESSTEEL FABRICATOR SHALL CONSIDER TOLERANCES IN CONNECTION3.4.5.6.7.8.9.2.10.11.12.3/4"2"3/8"5/16"3/16"A)B)C)D)E)A HARDENED STEEL WASHERA HEAVY HEX NUTA HEAVY HEX STRUCTURAL BOLTC)B)A)13.1. GENERAL: DESIGN PROVISIONS - 2020 BUILDING CODE OF NYS (IBC 2018) AND 2017 UNIFORM CODE SUPPLEMENT, ASCE 7-10 BUILDING OCCUPANCY CATEGORY II TERRAIN/EXPOSURE CATEGORY C2. SNOW LOADS: ROOF: UNIFORM GROUND SNOW LOAD (Pg) .......................40PSF UNIFORM FLAT ROOF SNOW LOAD (Pf)..................30.8PSF DRIFT SNOW LOAD @ PARAPET (ADDITIONAL).......44 PSF TO 0 PSF OVER 10 FT SNOW LOAD EXPOSURE FACTOR (Ce).........1.0 THERMAL FACTOR (Ct)....................................1.1 IMPORTANCE FACTOR (Is)..............................1.03. LIVE LOADS: ROOF: UNIFORM LIVE LOAD.............................................20PSF 2ND - 5TH FLOORS: UNIFORM LIVE LOAD DWELLING UNITS.............40PSF UNIFORM LIVE LOAD CORRIDORS......................80PSF GROUND FLOOR: UNIFORM LIVE LOAD.............................................100PSF 4. SEISMIC LOADS: SITE CLASS........................................................................................E SHORT PERIOD DESIGN ACCELERATION (Sds)...................0.19g ONE-SECOND DESIGN ACCELERATION (Sd1)....................0.127g SHORT PERIOD MAPPED SPECTRAL RESPONSE (Ss).....0.119g ONE-SECOND MAPPED SPECTRAL RESPONSE (S1)........0.045g SEISMIC DESIGN CATEGORY.......................................................B IMPORTANCE FACTOR (Ie)...........................................................1.0 ANALYSIS PROCEDURE......................EQUIVALENT LATERAL FORCE PROCEDURE SEISMIC DESIGN BASE SHEAR (V).........................................0.070W LATERAL FORCE RESISTING SYSTEM: - ASCE TABLE 12.2-1: SYSTEM E3 - DUAL SYSTEM WITH INTERMEDIATE MOMENT FRAMES AND ORDINARY REINFORCED MASONRY SHEAR WALLS. RESPONSE MODIFICATION COEF. R = 3.0 OVERSTRENGTH FACTOR OMEGA = 3.0 DEFLECTION AMPLIFICATION FACTOR Cd = 2.5 5. WIND LOADS: MAIN WIND FORCE RESISTING SYSTEM METHOD 2: ANALYTICAL PROCEDURE FOR BUILDINGS LESS THAN 60 FEET: BASIC WIND SPEED (3 SECOND GUST)(VU).......................115 MPH EXPOSURE FACTOR..........................................................C IMPORTANCE FACTOR (Iw)...............................................1.0 MEAN ROOF HEIGHT.........................................................52 FEET TOPOGRAPHIC FACTOR (Kzt)..........................................1.0 WALL: AVERAGE PRESSURE (ASD)......................................16 PSF ROOF END ZONE: PRESSURE (ASD)........................................................-22 PSF ROOF INTERIOR ZONE: PRESSURE (ASD).........................................................-17 PSF SIDE WALLS: PRESSURE (ASD).........................................................-10 PSF 6. SUBGRADE PROPERTIES: REFER TO GEOTECHNICAL BORING LOG AND REPORT BY ELWYN & PALMER CONSULTING ENGINEERS, PLLC DATED MARCH 2019.ENGINEER OF RECORD SHALL ACT AS THE SPECIAL INSPECTOR.ALL SYMBOLS AND STRESSES AS WELL AS CONCRETE WORK SHALLPOURED.CONTRACTOR SHALL SUBMIT, PRIOR TO INSTALLATION ALLCAST IN PLACE REINFORCED CONCRETE:REINFORCING STEEL SHOP DRAWINGS. CONCRETE SHALL NOT BE DROPPED THROUGH REINFORCINGPLACEMENT OF CONCRETE SHALL CONFORM TO ACI STANDARD304 AND PROJECT SPECIFICATIONS.CORNERS AND DRIPS, SEE ARCHITECTURAL PLANS.FOR CONCRETE FORMWORK, SURFACE FINISHING, BEVELEDMINIMUM LAP OF WELDED WIRE FABRIC SHALL BE 6 INCHES ORONE FULL MESH, WHICHEVER IS GREATER.SHALL BE WELL SECURED AND IN PLACE BEFORE CONCRETE ISALL REINFORCING, SLEEVES, CONDUITS, INSERTS AND BOLTSALL SLAB AND CORRESPONDING BEAMS, CURBS, OR APRONSCONFORM TO THE STANDARD OF THE AMERICAN CONCRETESHALL BE POURED MONOLITHICALLY.INSTITUTE (ACI-318-02).CONCRETE ITEMS AND REINFORCEMENT SHALL BE ERECTED INSTRICT ACCORDANCE WITH OWNER APPROVED SHOP AND ERECTIONDRAWINGS FOLLOWING THE DETAILS SHOWN ON PLANS.MEMBERS.THINGS, THE ELASTIC DEFORMATION OF THE STRUCTURALCORRECTLY ALIGNED CONCRETE CONSIDERING AMONG OTHERTHE CONTRACTOR SHALL TAKE PRECAUTIONS TO PRODUCENO DEFECTIVE CONCRETE SHALL BE CORRECTED OR COVEREDAPPROVAL.WATER-CEMENT RATIO PER SPECIFICATIONSWITH MORTAR, PLASTER ETC. WITHOUT THE INSPECTORS'CONCRETE EXPOSED TO WEATHER SHALL BE AIR-ENTRAINED. AIRCONTENT SHALL BE PER SPECIFICATIONS.CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS FOR REVIEWSHOW COMPLIANCE WITH THE PROJECT SPECIFICATIONS. DESIGN SHALL INCLUDE ALL STRENGTH DATA NECESSARY TOWELL IN ADVANCE OF CONCRETE PLACEMENT. CONCRETE MIXTHE NOMINAL MAXIMUM AGGREGATE SIZE SHALL BE PER SPECIFICATIONS.ALL REINFORCING SHALL BE DETAILED, FABRICATED ANDALL REINFORCING SHALL BE SUPPORTED IN FORMS USING STEELAND "THE MANUAL OF STANDARD PRACTICE FOR REINFORCEDSECURELY WIRED TOGETHER, IN ACCORDANCE WITH CRSICHAIRS, SPACED WITH NECESSARY ACCESSORIES AND SHALL BECONCRETE CONSTRUCTION" BY THE CRSI.PLACED, IN ACCORDANCE WITH ACI DETAILING MANUAL BE CLEANED AND ROUGHENED IMMEDIATELY BEFORE CONCRETINGBAR WHICH MAY CONFLICT. CORING IN CONCRETE IS NOTCONCRETE BEFORE PLACING. DO NOT CUT ANY REINFORCEMENTPROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS INSHALL BE AVOIDED EXCEPT WHERE DETAILED OPENINGS AREDETAILED OTHERWISE. CONCENTRATIONS OF CONDUITS OR PIPESTOP & BOTTOM REINFORCEMENT, UNLESS SPECIFICALLYOF TOTAL SLAB THICKNESS AND SHALL BE PLACED BETWEEN THECONDUIT OF PIPE SIZE (O.D.) SHALL NOT EXCEED 30 PERCENTAND TREATED AS INSTRUCTED IN THE "ACI MANUAL OFPROVIDED.CONCRETE PRACTICE".BY THE ENGINEER. ALL CONSTRUCTION JOINT SURFACES SHALLON DRAWINGS SHALL BE PERMITTED WITHOUT PREVIOUS APPROVALNO JOINT, OPENING, SLOT OR GROOVE OTHER THAN THAT SHOWNREINFORCING STEEL" BOTH BY THE AWS (AWS D12.1. & AWSWELDING CODE" AND "RECOMMENDED PRACTICES FOR WELDINGD1.4 RESPECTIVELY).ELECTRODES IN CONFORMANCE WITH "REINFORCING STEELWELDING OF REINFORCEMENT SHALL BE WITH LOW HYDROGENALL REINFORCING BAR BENDS SHALL BE MADE COLD.BE DONE IN ACCORDANCE WITH ACI-318.ALL LAPPING, BENDING AND PLACING OF REINFORCEMENT SHALLMEMBERS SHALL BE PROPERLY CURED IN ACCORDANCE WITHALL CAST IN PLACE REINFORCED CONCRETE STRUCTURALAND SUITABLE JOINT SURFACE ARE PROVIDED.PROPERLY REPAIRED AFTER REMOVING THE DAMAGED PORTIONNEVERTHELESS, IF THE CONCRETE IS DAMAGED, IT SHALL BECONCRETE SHALL BE SUCH, AS NOT TO CRACK OR IMPAIR IT.THE SIZE OF NAILS AND SIMILAR FASTENERS DRIVEN INTOUSED. THE FREE UNCONFINED FALL OF CONCRETE SHALL NOTCASES, HOOPERS OR VERTICAL CHUTES OR TRUNKS SHALL BEACI 318 AND ACI 308.EXCEED THE ABOVE REQUIREMENTS. 3 IN.MINIMUM CONCRETE COVER, UNLESS NOTED OTHERWISE:FORMED SURFACES EXPOSED TO EARTH OR WEATHER:UNFORMED SURFACE IN CONTACT WITH THE GROUND1-1/2 IN. 2 IN.#5 BARS AND SMALLER#6 BARS AND LARGERFORMED SURFACES NOT EXPOSED TO EARTH OR WEATHER:1-1/2 IN. 3/4 IN.SLABS, WALLS AND JOISTS:#14 AND #18 BARS#11 BARS AND SMALLER1-1/2 IN.BEAMS, GIRDERS, AND COLUMNSPERMITTED U.N.O."MANUAL OF STANDARD PRACTICE"STEEL SO AS TO CAUSE SEGREGATION OF AGGREGATES IN SUCHLAP SPLICES SHALL BE IN ACCORDANCE WITH THE FOLLOWINGCONCRETE WORK SHALL BE SUBJECT TO QUALITY ASSURANCEGRADE SHALL BE COVERED WITH A MINIMUM OF 3" OFBASE PLATES, ANCHOR BOLTS, SUPPORT ANGLES, ETC., BELOWWELDED WIRE FABRIC ONE SPACING OF CROSS WIRES PLUS 2".COMPRESSION DOWEL EMBEDMENT: 22 BAR DIAMETERS LAPCONCRETE.NOTES AND PROJECT SPECIFICATIONS.TESTING AND INSPECTIONS. SEE QUALITY ASSURANCE GENERALTABLE, UNLESS NOTED OTHERWISE, WHERE CLASSES ARE NOTCALLED OUT ON DRAWINGS, USE CLASS "B" SPLICE.25"TENSIONf'c(psi)4,000SIZEBAR#4S P L I C E S T A B L E (GRADE 60)3.2.1.5.4.6.7.8.10.11.12.13.14.15.16.18.17.20.19.23.22.21.24.25.26.27.28.29.30.OTHER BARS SPLICE CLASSTOP BARSSPLICE CLASSCONTRACTOR SHALL SUBMIT SHOP DRAWINGS SHOWING CONSTRUCTION JOINT AND SAW CUT JOINT LOCATIONS.9.PILES:MASONRY:1.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.20.REINFORCED CONCRETE MASONRY SHALL HAVE A MINIMUM DESIGN COMPRESSIVE STRENGTH, FM, OF 1500 PSI. VERIFICATION OF THE DESIGN STRENGTH SHALL BE BY THE UNIT TEST METHOD. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF VERTICAL CONTROL JOINTS. HORIZONTAL BOND BEAM AND LINTEL REINFORCING SHALL BE CONTINUOUS ACROSS VERTICAL CONTROL JOINTS. JOINT REINFORCING SHALL BE STOPPED EITHER SIDE OF VERTICAL CONTROL JOINTS. ALL REINFORCED CELLS, ALL CELLS BELOW GRADE AND ALL CELLS BELOW FINISH FLOOR SHALL BE GROUTED SOLID. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL BLOCK CORE, IT SHALL NOT BE SLOPED MORE THAN ONE (1) HORIZONTAL IN SIX (6) VERTICAL, DOWELS MAY BE GROUTED INTO A CELL IN VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCING. REINFORCING STEEL SHALL BE SECURED IN PLACE BEFORE GROUTING STARTS. SPLICED REINFORCING SHALL BE LAPPED 48 BAR DIAMETERS OR24 INCHES, WHICHEVER IS GREATER. SPLICED BARS SHALL BE WIRED TOGETHER. VERTICAL BARS SHALL BE HELD IN POSITION AT TOP AND BOTTOM AND AT INTERVALS NOT EXCEEDING 192 DIAMETERS OF THE REINFORCING BAR, NOR 10 FEET. VERTICAL REINFORCING BARS SHALL HAVE A MINIMUM CLEARANCE OF 3/4 OF AN INCH FROM THE MASONRY AND NOT LESS THAN ONE BAR DIAMETER BETWEEN BARS. VERTICAL CELLS THAT WILL BE GROUTED SHALL HAVE A VERTICAL ALIGNMENT TO MAINTAIN A CONTINUOUS UNOBSTRUCTED CELL AREA NOT LESS THAN 2-1/2 x 3". GROUTING SHALL BE STOPPED 1-1/2" BELOW THE TOP OF A COURSE SO AS TO FORM A KEY AT THE POUR JOINT. GROUTING OF MASONRY BEAMS OVER OPENINGS SHALL BE DONE IN ONE CONTINUOUS OPERATION. ALL BOLTS, ANCHORS, ETC., INSERTED IN THE WALLS, SHALL BE GROUTED SOLID INTO POSITION. REINFORCED MASONRY HAS BEEN DESIGNED USING VALUES FOR CONSTRUCTION WITH SPECIAL INSPECTION. REINFORCED MASONRY WORK SHALL BE SUBJECT TO QUALITY ASSURANCE TESTING AND INSPECTIONS. SEE QUALITY ASSURANCE GENERAL NOTES AND PROJECT SPECIFICATIONS. CONCRETE MASONRY UNITS SHALL BE LAID WITH FULL MORTAR BEDDING. CONCRETE MASONRY UNITS SHALL BE LAID IN A RUNNING BOND PATTERN. HORIZONTAL JOINT REINFORCEMENT SHALL BE INSTALLED IN THE TWO JOINTS IMMEDIATELY BELOW AND ABOVE WINDOW AND DOOR OPENING AND EVERY OTHER COURSE SPLICED 1' WITH CORRESPONDING DOWELS INTO THE STRUCTURE. FOR STRUCTURAL OR ARCHITECTURAL CONCRETE ELEMENTS WHICH DIMENSIONS OR REINFORCEMENT ARE NOT SHOWN ON STRUCTURAL DRAWINGS, THE CONTRACTOR SHALL ASSUME THE DIMENSIONS SHOWN ON ARCHITECTURAL DRAWINGS FOR THOSE, AND UTILIZE THE MINIMUM REINFORCEMENT REQUIRED BY ACI-318 FOR THE TYPE OF ELEMENT CONSIDERED FOR ESTIMATING PURPOSE. GROUT SHALL BE PLACED BY THE LOW LIFT METHOD; MAXIMUM HEIGHT OF LIFT WITHOUT CLEANING OUT SHALL BE 4 FEET. JOINT REINFORCING SHALL BE SPACED AT 16" O.C. VERTICALLY IN ALL MASONRY WALLS. ABAB32"COMPRESSIONSPLICE24"15"25"32"32"4,00040"24"20"32"40"38"4,00048"24"24"38"48"#5#654"4,00070"28"54"70"#762"4,00080"24"30"62"80"#870"4,00090"34"70"90"#978"4,000100"24"38"78"100"#101. REFER TO NOTES ON SHEET S100 1. INTACT BRICKS FROM THE WALLS THAT ARE TO BE DEMOLISHED SHALL BE SAVED TO BE REUSED FOR THE REPAIR AND/OR RESTORATION OF THE WALLS THAT WILL REMAIN. THE BRICKS SHALL BE REMOVED CAREFULLY (AVOIDING DAMAGE DURING REMOVAL) AND STORED TO AVOID WEATHERING AND DAMAGE.2. AN ALTERNATIVE TO EXISTING BRICK REMOVAL FOR REUSE, IS TO MATCH NEW BRICK WITH EXISTING. IF THIS OPTION IS CHOSEN, CONTRACTOR SHALL COMPLY WITH SPECIFICATIONS FOR BRICK TESTING AND SUBMITTAL PROCESS.3. THE SOUTH, WEST AND THE PORTION OF THE NORTH WALL THAT WILL REMAIN REQUIRE ATTENTION ON THE EXTERIOR, AS WELL AS THE INTERIOR AT ALL THREE (3) FLOORS.4. THE EXTERIOR OF ALL 3 FLOORS SHALL BE RE-POINTED, DAMAGED AND/OR DETERIORATED BRICKS SHALL BE REPLACED. IT IS ESTIMATE THAT ABOUT 40%-50% OF ALL THE WALL AREAS WILL NEED REPAIR. PERCENTAGE APPLIES TO BRICK REPLACEMENT.5. ALL BRICK MORTAR JOINTS TO BE REPAIRED WILL NEED TO BE:A) CUT/GRIND TO SOUND AND STABLE MORTARB) BRUSHED CLEAN, RE-POINTED WITH A COMPATIBLE MORTARC) SLIGHTLY RECESSED TO RENDER THEM MORE WATERPROOF (THIS APPLIES ONLY TO THEEXTERIOR).6. CONTRACTOR SHALL TAKE 15 EXISTING MORTAR SAMPLES (TWO PER WALL PER FLOOR FOR SOUTH AND WEST, ONE PER WALL PER FLOOR ON NORTH)AND SEND TO A LABORATORY FOR ANALYSIS. REQUEST AN EQUIVALENT/COMPATIBLE MORTAR MIX FROM THE LABORATORY. SUBMIT REPORT FROM LAB TO ENGINEER FOR REVIEW/VERIFICATION. THE SAME APPLIES FOR THE STUCCO MIX.7. FOR THE INTERIOR ON ALL 3 FLOORS, REMOVE ALL EXISTING STUCCO, REPLACE BRICKS AS NEEDED, RE-POINT JOINTS AND APPLY NEW STUCCO COATING.A) 1ST FLOOR: IT IS ESTIMATED THAT ABOUT 15%-20% (REPLACE/RE-POINT) OF WALL AREA WILL NEED REPAIR.B) 2ND FLOOR: IT IS ESTIMATED THAT ABOUT 20%-25% (REPLACE/RE-POINT) OF WALL AREA WILL NEED REPAIR.C) 3RD FLOOR: IT IS ESTIMATED THAT ABOUT 40%-50% (REPLACE/RE-POINT) OF WALL AREA WILL NEED REPAIR.8. AT ALL INTERIOR BRICK CORNERS, INSTALL A 8"X8" NON-RUSTING CORNER GUARDS/MESH TO STIFFEN THE JOINTS AT THE CORNERS BEFORE STUCCO IS APPLIED. CONTRACTOR TO SUBMIT PRODUCT DATA FOR THE CORNER GUARD/MESH TO ENGINEER FOR APPROVAL/REVIEW.9. WHERE NEW CONSTRUCTION FACADE JOINS WITH THE EXISTING BRICK, ENSURE THAT JOINT IS PROPERLY BUILT TO AVOID WATER AND/OR MOISTURE INFILTRATION. CONTRACTOR SHALL VERIFYWITH ARCHITECT AND ENGINEER FOR DETAIL.10. ADDITIONAL ASSESSMENT OF THE EXISTING BRICK MAY BE REQUIRED ONCE CONSTRUCTION BEGINS. CONTACT ENGINEER AS NEEDED FOR QUESTIONS AND/OR FURTHER RECOMMENDATIONS.11. THESE NOTES ARE MEANT TO SUPPLEMENT SPECIFICATION SECTION 040120.91 MASONRY RESTORATION. EXISTING BRICK WORK REPAIR / RESTORATION:11111 ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTIONSSSSCCCCHHHHEEEEDDDDUUUULLLLEEEE OOOOFFFF SSSSPPPPEEEECCCCIIIIAAAALLLLIIIINNNNSSSSPPPPEEEECCCCTTTTIIIIOOOONNNNSSSSSSSS000000002222Taitem110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SETControlled Structural Fill1PE/GESection 1705.6and Chapter 18- Perform sieve tests (ASTM D422 &D1140) and modified Proctor tests(ASTM D1557) of each source of fillmaterial.- Inspect placement, lift thickness andcompaction of controlled fill.- Test density of each lift of fill by nuclearmethods (ASTM D2922)- Verify extent and slope of fill placement.PDeep foundations1PE/GESection 1705.7,1705.8, 1705.9and Chapter 18- Inspect and log pile driving operations.Record pile driving resistance and verifycompliance with driving criteria.- Inspect piles for damage from drivingand plumbness.- Confirm type and size of hammer- Record number of blows per foot (seespecifications)- Verify pile size, length and accessoriesCITEM Firm/Agency # (Qualif.)CodeSection/Ref.StandardScope frequencySOILS AND FOUNDATIONSCuring and Protection1PE/EITIBC Section1705.3 andChapter 19,ACI-318 Chapter5, ACI 305R, ACI306R, andACI-306.1- Inspect curing temperatures, cold and/orhot weather protection techniques.PSampling and Testing ofConcreteACI-CFTTACI-STTIBC Section1705.3 andChapter 19, andACI-318 Chapter5 & 26- Fabricate concrete specimens forstrength tests.- Test concrete compressive strength(ASTM C31 & C39) every 50 cubic yardsor fractions thereof from each mix designof concrete placed in any one day.- test concrete slump (ASTM C143),air-content (ASTM C231 or C172 orC173) and temperature (ASTM C1064).PConcrete Placement1PE/GEACI-CCIICC-RCSIIBC Section1705.3 andChapter 19, andACI-318 Chapter5- Inspect placement of concrete and/orshotcrete for proper applicationtechniques.- Verify that concrete conveyance anddepositing avoids segregation orcontamination.- Verify that concrete is properlyconsolidated.CAnchor Rods1PE/GEIBC Section1705.3 andChapter 19, andACI-318 Chapter3, 8 & 21- Inspect size, positioning and embedmentof anchor rods.- Inspect concrete placement andconsolidation around anchors.CReinforcement Installation1PE/SE or EITACI-CCIICC-RCSIIBC Section1705.3 andChapter 19, andACI-318 Chapter3 & 7- Inspect size, spacing, cover, positioningand grade of reinforcing steel.- Verify that reinforcing bars are free ofform oil or other deleterious materials.- Inspect bar laps and mechanical splices.- Verify that bars are adequately tied andsupported on chairs or bolsters.PMaterial Certification 1PE/SEIBC Section1705.3.2 andChapter 19, andACI-318 Chapter3- Review material certificates ofcompliance or other acceptabledocumentation for all materials used inthe concrete mix design/s forconformance with ACI-318.CMix design1PE/SE or EITACI-CCIICC-RCSIIBC Section1705.3 andChapter 19, andACI-318 Chapter4, 5, 19 & 26-Review concrete batch tickets and verifycompliance with approved mix design.- Verify that water added at the site doesnot exceed that allowed by the mixdesign.- Review concrete mix design submittalsfor all concrete specified on the drawings.CITEM Firm/Agency # (Qualif.)CodeSection/Ref.StandardScope frequencyCAST-IN-PLACE CONCRETEPre-Engineered WoodTrusses1PE/SEEITIBC Section1705.11.1,Chapter 23, TPI1, and AWC-NDSSection 4.4.2 &Appendix A- Inspect erection/installation, andplacement of trusses for compliance withthe approved submittals, and constructiondocuments.- Review completed/installed trusses andsupporting framing prior to concealment byfinishes.- Verify all connection attachments tosupports....PPre-Engineered Lumber1PE/SEEITIBC Section1705.11.1,Chapter 23, APA,and AWC-NDS- Verify size, number of plies, identificationstamps, strength of LSL, LVL, PSL,Glulams and other engineered lumber forconformance with approved submittals andconstruction documents.PDiaphragms & Shearwalls1PE/SEEITIBC Section1705.11.1,Chapter 23, APA,AWC-SDPWS,and AWC-NDS- Within the main wind or seismic forceresisting system:- Verify size, quantity and location ofchords/end studs for conformance withconstruction documents.- Inspect all hardware connectors, bolting,anchoring and other fastening ofcomponents, including all sheathing panels,wall to roof/floor connections, braces,collectors (drag struts) and hold-downs.- Verify configuration and blocking withindiaphragms and shearwalls.- Verify panel grade and thickness.- Verify type, size, spacing and margin offasteners attaching sheathing to framing.PFraming Details1PE/SEEITIBC Section1705.11.1,Chapter 23, APA,and AWC-NDS- Inspect prior to concealment by finishesfor conformance with approved submittals,and construction documents.- Verify stud/joist/rafter, size, quantity,location, and connections of framingmembers, including sheathing forconformance to approved submittals andconstruction documents.PConnections1PE/SEEITIBC Section1705.11.1,Chapter 23, andAWC-NDS- Visually inspect all screwing, bolting,anchoring and other fastening ofcomponents, including clips, hangers andmiscellaneous connectors.- Inspect prior to concealment by finishesfor conformance with approved submittals,and construction documents.PMaterial Species & Grading1PE/SEEITIBC Section1705.11.1,Chapter 23, APA,and AWC-NDS- Review wood species and grade stampsof dimensional lumber for conformance withconstruction documents.PPlant Certification / QualityControl Procedures1PE/SEEITIBC Section1705.11.1,Chapter 23, TPI1, and AWC-NDSSection 4.4.2 &Appendix A- Verify fabricator's certification is current.- Review shop fabrication and qualitycontrol procedures.- Verify fabricator's ability to conform to theapproved submittals and constructiondocuments.PITEM Firm/Agency # (Qualif.)Code Section/Ref.StandardScope frequencyWOODWeldingAWS-CWIIBC Chapter 22,AWS D1.1, andAISC 360Section N5- Visually inspect all welds.Inspect pre-heat, post-heat andsurface preparation betweenpasses.- Verify size and length of filletwelds.- Verify welder qualifications andcetification before welding starts.CMaterial CertificationAWS/AISC-SSIICC-SWSIIBC Section1705.2 andChapter 22,AISC 303Section 6.1- Review certified mill test reportsand identification markings onwide-flange shapes,high-strength bolts, nuts andwelding electrodes.PITEM Firm/Agency # (Qualif.)CodeSection/Ref.StandardScope frequencySTRUCTURAL STEELErected Precast Elements1PE/SEEITIBC Section 1705.3and Chapter 19,ACI-318 Chapter 26- Inspect erection of precast concreteincluding member configuration,connections, welding, and groutingPPlant Certification / QualityControl ProceduresACI-CCIICC-RCSIIBC Section 1704.2.5- Review plant operation and qualitycontrol procedures.- Verify fabricator's ability to conformto the approved submittals andconstruction documents.PITEM Firm/Agency # (Qualif.)Code Section/Ref.StandardScope frequencyPRE-CAST CONCRETEAnchors and Ties1PE/SEICC-SMSIIBC Section 1705.4and Chapter 21,ACI-530.1, ASCE 6,and TMS 602- Inspect size, location, spacing andembedment of dowels, anchors andties.PEvaluation of MasonryStrength1PE/SEICC-SMSIIBC Section 1705.4and Chapter 21,ACI-530.1, ASCE 6,and TMS 602- Test compressive strength of mortarand grout cube samples (ASTM C780).- Test compressive strength of masonryprisms (ASTM C1314).PWeather Protection1PE/SEICC-SMSIIBC Section 1705.4and Chapter 21,ACI-530.1, ASCE 6,and TMS 602- Inspect cold and/or hot weatherprotection procedures.- Verify that wall cavities are protectedagainst precipitation.PGrouting Operations1PE/SEICC-SMSIIBC Section 1705.4and Chapter 21,ACI-530.1, ASCE 6,and TMS 602- Review grout mix proportions.- Inspect slump, placement andconsolidation of grout.- Inspect masonry clean-outs forhigh-lift grouting.CReinforcement Installation1PE/SEICC-SMSIIBC Section 1705.4and Chapter 21,ACI-530 & 530.1,ASCE 5 & 6, andTMS 402 & 602- Inspect placement, size, positioningand lapping of reinforcing steel.- Inspect welding of reinforcing steel ifapplicable.PMortar Joints1PE/SEICC-SMSIIBC Section 1705.4and Chapter 21,ACI-530.1, ASCE 6,and TMS 602- Inspect construction of mortar jointsincluding head joints for tooling andfilling.- Verify sizes of all joints are incompliance with ACI masonry jointsconstruction tolerances.- Verify that the maximum bed joint sizeis 5/8".PInstallation of Masonry1PE/SEICC-SMSIIBC Section 1705.4and Chapter 21,ACI-530.1, ASCE 6,and TMS 602- Inspect size, layout, bonding, patternand placement of masonry units.PMixing of Mortar and Grout1PE/SEICC-SMSIIBC Section 1705.4and Chapter 21,ACI-530.1, ASCE 6,and TMS 602- Inspect proportioning, mixing andretempering of mortar and grout.PMaterial Certification 1PE/SEICC-SMSIIBC Section 1705.4and Chapter 21,ACI-530.1, ASCE 6,and TMS 602 -Review test reports PITEM Firm/Agency # (Qualif.)Code Section/Ref.StandardScope frequencyMASONRY BP2BP2BP2BP4BP2BP2BP3BP2BP2BP2BP2BP5BP7BP 7B P6BP8BP3BP3BP3BP3BP3BP3BP2BP2BP2BP2BP2BP2BP2BP2BP2BP2BP3BP2BP2BP2BP2BP3MARK FOR COLUMN BASE PLATE- SEE STEEL COLUMN BASE PLATE SCHEDULE, THIS SHEET, TYP.SEE FIRST FLOOR SLAB PLAN FOR STEEL COLUMN MARK AND SCHEDULE, TYP.11111L1L2L3L4L7L7L8L8LELHLLLNLPLQLRLIL10L10L6L6LJL12L12LMLKLCLBLDLOL13.2L13.2L14L14L16L16L11L9L9LFGB-1AGB-1AGB-1AGB-1AGB-1AGB-1AGB-1AGB-1AGB-1AGB-1AGB-1AGB-1AGB-1AGB-1AGB-1AGB-1AGB-1AGB-2AGB-2GB-2GB-2GB-2GB-4GB-2GB-1GB-1GB-1GB-2GB-2GB-2GB-1GB-1GB-1GB-2GB-1DGB-2BGB-2AGB-1AGB-1BGB-1AGB-2AGB-1GB-1GB-1GB-1PC-4PC-2PC-6PC-4PC-4PC-4 PC-2PC-2PC-4PC-4PC-6PC-6PC-4PC-4PC-4PC-3PC-2PC-6PC-8GB-1GB-1L13.1L13.1L15L15PC-4LAPC-4PC-6GB-2AGB-2APC-4PC-4PC-6PC-6PC-3PC-4PC-4S2033S2031S2032L5GB-1ALG4S2011S2016S2015S20123' - 0 1/8"25' - 11 7/8"23' - 6"50' - 5 1/4"29' - 8 1/2"30' - 0 3/4"9' - 7 3/8"15' - 9 3/4"3' - 9 3/8"9' - 4 3/8"4' - 11 5/8"12' - 7 1/4"4' - 7 3/8"2' - 10 5/8"12' - 0 1/2"4' - 3 1/2"27' - 0"27' - 0"27' - 6 3/8"29' - 0"10' - 6 1/2"21' - 8"4' - 9 3/4"6' - 8 1/4"12' - 7 1/4"4' - 11 5/8"9' - 4 3/8"19' - 7 1/8"9' - 7 3/8"26' - 11 1/4"29' - 2 1/2"7' - 6"12' - 0 1/2"4' - 3 1/2"22' - 0 7/8"11' - 1"22' - 0 7/8"11' - 1"17' - 8 7/8"22' - 10 1/8"27' - 0"27' - 0"26' - 10 5/8"4S2034S203SimGB-1CGB-1CS20112S20110S201111S2021S202Sim9S202GB-1GB-2AGB-2AGB-2AGB-1AGB-1AGB-1A3S2024S202PC-2PC-3PC-4GB-2PC-2PC-2PC-2PC-25S2027S2026 5/8"GB-1GB-1APC-3PC-3PC-2GB-1AGB-1CS2019GB-2AGB-1DGB-1DGB-4GB-1GB-1GB-3GB-1GB-4GB-1GB-48S2028"EQEQ11 1/2"GB-5EXISTING STONE FOUNDATIONL14.2S2018TYPICAL DETAIL AT PARKING AREA GRADE BEAM GB-1A GB-2TYPICAL DETAIL AT BUILDING INTERIOR GRADE BEAM GB-17S202Sim2S202GB-1TYPICAL DETAIL AT BUILDING INTERIOR GRADE BEAM GB-25S201SimGB-1AGB-2AGB-1AGB-1A8"GB-2AGB-2AGB-2APC-21' - 6 1/2"6"1' - 6"1' - 6"1' - 6"PC-41' - 9"4' - 0"1' - 9"4' - 0"1' - 9"4' - 0"1' - 6"1' - 0 3/8"5 5/8"EQEQ1' - 3 1/2"1' - 0"1' - 6"1' - 6"3' - 6"1' - 2 1/2"4' - 0"3' - 0"9"9"4' - 0"3' - 0"EQ E Q2' - 0"2' - 0"2' - 0"2' - 0"4' - 6"EQEQ1' - 9"7' - 6 5/8"2' - 0"2' - 0"2' - 0"2' - 0"9' - 7 1/4"2' - 0"2' - 0"1' - 9"4' - 0"9"1' - 6"1' - 6"1' - 6"3' - 0"13' - 3"13' - 1 1/4"9' - 10 1/2"14' - 2 1/2"11' - 4"12' - 9 1/2"10' - 5"12' - 9 1/2"12' - 5 1/4"4' - 11 3/4"14' - 7 3/8"2' - 0"2' - 0"2' - 0"2' - 0"1' - 6 3/4"8' - 6 3/8"8"1' - 1 7/8"8" V.I.F.EQEQEQEQPC-21' - 6"1' - 6"2' - 0"2' - 0"EQEQEQEQ10 3/4"1' - 6"3 3/4"7"EQEQ26' - 4 3/8"1' - 6"1' - 6"9"9"L5.512' - 8 1/2"7' - 2 5/8"1' - 2"1' - 6 3/8"1' - 2"1' - 2"1' - 11 9/16"10' - 11 3/16"1' - 2"1' - 2"1' - 2"EQEQEQEQEQEQEQEQPROPERTY LINE, TYP.GB-2CGB-1BGB-1BGB-1BGB-2BGB-1BGB-1CGB-1DGB-1DGB-1GB-2CGB-1BGB-2B2' - 9 7/8"13S20113S20113S20113S201SIM.SIM.SIM.13S201SIM.10S2021' - 6"1COORDINATE FOUNDATION LAYOUT W/ ARCHITECTURAL DRAWINGSBASEPLATE NOTES: 1. ALL BASEPLATES SHALL BE BP1 UNLESS NOTED OTHERWISE ON THE PLANS.2. ALL BOTTOM OF COLUMN BASE PLATE ELEVATION SHALL BE TOP OF GRADE BEAM + 3/4" FOR NON-SHRINK GROUT.3. SEE BASEPLATE DETAILS, 18/S204VIBRATION MONITORING AND PRE-CONSTRUCTION SURVEY1.A.B.2.A.B.a.b.CONTRACTOR SHALL BE RESPONSIBLE FOR ENGAGING A QUALIFIED PROFESSIONAL ENGINEER TO PROVIDE A PRE-DEMOLITION CONDITIONS SURVEY OF THE DIRECTLY ADJACENT BUILDINGS. CONDITIONS SURVEY REPORT SHALL INCLUDE:PHOTOGRAPHIC DOCUMENTATION OF THE INTERIOR AND EXTERIOR WALL CONDITIONS.EXTENT AND LOCATION OF EXISTING SIGNS OF DISTRESS SUCH AS CRACKS, SPALLING, SIGNS OF SETTLEMENT, FLOODING, LEAKING, ETC. CONTRACTOR SHALL BE RESPONSIBLE FOR MONITORING THE VIBRATIONS DURING CONSTRUCTION. CONTRACTOR SHALL DETERMINE VIBRATION MONITORING LOCATIONS WITH VIBRATION MONITORING SUBCONTRACTOR. CONTRACTOR SHALL SUBMIT VIBRATION MONITORING PLAN FOR REVIEW PRIOR TO START OF DEMOLITION. VIBRATION MONITORING SHALL BE PERFORMED USING A SEISMOGRAPH. VIBRATION LIMITS SHALL BE IN ACCORDANCE WITH THE U.S. BUREAU OF MINES VIBRATION CRITERIA. VIBRATION ALARMS SHALL BE SET TO THE FOLLOWING:VIBRATION LIMIT FOR TRANSIENT VIBRATION EVENT (DURATION < 1 SECONDS) IS 0.75 IN/SEC VIBRATION LIMIT FOR STEADY STATE VIBRATION EVENTS (DURATION > 1 SECTOND) IS 0.50 IN/SEC.L/4END STIRRUPSL/2MIDDLE STIRRUPSL/4END STIRRUPSLERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTIONAs indicatedFFFFOOOOUUUUNNNNDDDDAAAATTTTIIIIOOOONNNN PPPPLLLLAAAANNNNSSSS111100000000Taitem110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SETGRADE BEAM SCHEDULETYPEMARKTYPEELEVATIONAT TOPELEVATION ATTOP (SURVEY)ELEVATION ATBOTTOMELEVATION ATBOTTOM(SURVEY)TOPREINFORCEMENTBOTTOMREINFORCEMENTSTIRRUPSLONGITUDINALREINFORCEMENTEND STIRRUPSMIDDLESTIRRUPSGB-1 1'-6" X 3'-0" -6" 394.04' -3' - 6" 391.04' (4) #6 (6) #6 #4 @ 12" O.C. #4 @ 18" O.C. (2) #5 EA. FACEGB-1A 1'-6" X 3'-0" -2' - 0" 392.54' -5' - 0" 389.54' (4) #6 (6) #6 #4 @ 12" O.C. #4 @ 18" O.C. (2) #5 EA. FACEGB-1B 1'-6" X 3'-0" -4" 394.21' -3' - 4" 391.21' (4) #6 (6) #6 #4 @ 12" O.C. #4 @ 18" O.C. (2) #5 EA. FACEGB-1C 1'-6" X 4'-8" -4" 394.21' -5' - 0" 389.54' (4) #6 (6) #6 #4 @ 12" O.C. #4 @ 18" O.C. (2) #5 EA. FACEGB-1D 1'-6" X 4'-6" -6" 394.04' -5' - 0" 389.54' (4) #6 (6) #6 #4 @ 12" O.C. #4 @ 18" O.C. (2) #5 EA. FACEGB-2 3'-0" X 3'-0" -6" 394.04' -3' - 6" 391.04' (8) #6 (11) #6 #4 @ 12" O.C. #4 @ 18" O.C. (2) #5 EA. FACEGB-2A 3'-0" X 3'-0" -2' - 0" 392.54' -5' - 0" 389.54' (8) #6 (11) #6 #4 @ 12" O.C. #4 @ 18" O.C. (2) #5 EA. FACEGB-2B 3'-0" X 3'-0" -4" 394.21' -3' - 4" 391.21' (8) #6 (11) #6 #4 @ 12" O.C. #4 @ 18" O.C. (2) #5 EA. FACEGB-2C 3'-0" X 4'-6" -6" 394.04' -5' - 0" 389.54' (8) #6 (11) #6 #4 @ 12" O.C. #4 @ 18" O.C. (2) #5 EA. FACEGB-3 2'-6" x 3'-0" -6" 394.04' -3' - 6" 391.04' (8) #6 (11) #6 #4 @ 12" O.C. #4 @ 18" O.C. (2) #5 EA. FACEGB-4 3'-6" x 3'-0" -6" 394.04' -3' - 6" 391.04' (8) #6 (11) #6 #4 @ 12" O.C. #4 @ 18" O.C. (2) #5 EA. FACEGB-5 1'-7 1/2" X 4'-6" -6" 394.04' -5' - 0" 389.54' (4) #6 (6) #6 #4 @ 12" O.C. #4 @ 18" O.C. (2) #5 EA. FACE 3/32" = 1'-0"1FOUNDATION PLANPILE CAP SCHEDULETYPEMARKDESCRIPTIONWIDTH LENGTHTHICKNESSPILETYPEPC-2 PILE CAP - 2 PILES SEE DETAIL SEE DETAIL 3' - 0" HELICALPC-3 PILE CAP - 3 PILES SEE DETAIL SEE DETAIL 3' - 0" HELICALPC-4 PILE CAP - 4 PILES SEE DETAIL SEE DETAIL 3' - 0" HELICALPC-6 PILE CAP - 6 PILES SEE DETAIL SEE DETAIL 3' - 0" HELICALPC-8 PILE CAP - 8 PILES SEE DETAIL SEE DETAIL 3' - 0" HELICALPILE SCHEDULETYPEMARKCOUNT DESCRIPTIONCAP / GRADE BEAMEMBEDMENTDEPTHALLOWABLEAXIAL CAPACITYALLOWABLELATERAL CAPACITYPL-H1 303 HELICAL PILE 6" +/- 80'-0" 80K 5KFOUNDATION PLAN GENERAL NOTESSITE PREPARATION AND EXCAVATION1. CLEAR, GRUB, AND STRIP TOPSOIL AND REMOVE SIGNIFICANT ROOT STRUCTURES WITHIN NEW EXTERIOR CONSTRUCTION AREAS. REMOVE ANY REMNANTS OF EXISTINGSTRUCTURES ENCOUNTERED FROM WITHIN THE NEW CONSTRUCTION AREA. ALL EXCAVATIONS TO REMOVE REMNANTS OF EXISTING BUILDING FOUNDATIONS AND FILLFROM WITHIN THE BUILDING FOOTPRINT SHALL BE BACKFILLED WITH COMPACTED STRUCTURAL FILL. THE STUCTURAL FILL SHOULD CONFORM TO NYSDOT SPECIFICATION304.14 AND 733.0404 SUBBASE COURSE, TYPE 4 AND BE COMPACTED TO 98% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY.2. ALL EXCAVATION SHOULD BE PERFORMED IN ACCORDANCE WITH ALL OSHA AND OTHER APPLICABLE SAFETY STANDARDS.3. DEWATERING OPERATIONS SHOULD BE CONFIGURED TO ROUTE SURFACE RUNOFF AND GROUNDWATER AWAY FROM SITE AND OUT OF THE EXCAVATION. OPERATIONSSHALL CONFORM TO APPLICABEL ENVIRONMENTAL REGULATIONS.4. CONTRACTOR SHALL REMOVE ALL EXISTING FOUNDATION OTHER THAN THE FOUNDATION SUPPORTING THE BRICK FACADE TO REMAINGENERAL NOTES1. CONTRACTOR SHOULD FAMILIARIZE THEMSELVES WITH THE SUBSURFACE INVESTIGATION REPORT LOCATED IN THE SPECIFICATIONS PRIOR TO START OF WORK.2. PILE DRIVING CONTRACTOR IS RESPONSIBLE FOR PILE SURVEY. REFER TO SPECIFICATIONS.3. CONTRACTOR SHALL PROVIDE TEST PITS AT EACH EXISTING BUILDING (WYLIE DRY CLEANING, THAYER APPLIANCE, NAPA, AND STATE DINER) TO ESTABLISH THE LOCATIONOF THE EDGE AND THE DEPTH OF BUILDING FOOTING. CONTRACTOR TO NOTIFY ENGINEER OF RECORD IF EDGE OF FOOTING IS FARTHER FROM FACE OF BUILDING THAN 6".PILE INSTALLATION NOTES1. Top 25'-0" of pile shall be hot dipped galvanized according to ASTM A153 and ASTM A123. Design life is 75years according to ICC-ES AC355. Min. zinc coating thickness of 0.004". Net steel loss after galvanizing isexpected to be less than 0.016". Construction caps shall be non-galvanized.2. If required, field modification of hot dipped galvanized components shall be prepared and coated per the followingin accordance with ASTM A780 "Standard Practice for Repair of Damaged and Uncoated Areas of Hot-dipGalvanized Coating":A.Grind all cut surfaces to a semi smooth appearance similar to the original plate edge from the manufacturer.B.Prepare surfaces in accordance with SSPC-SP11 or hand tool areas in accordance with SSPC-SP2.C.Coating must contain zinc dust.D.Complete a min. of two separate hand applied coatings of 0.002" per coat for a total of 0.004".3. A hydraulic gear motor shall be provided with a max. torque rating 15% higher than the planned installationtorque.4. 90% of the torsional strength rating of the pile shall not be exceeded during installation.5. The installation shall be carefully monitored and record the following:A.Name of contractor's supervisorB.Name and model of equipment used during installationC.Description of pile geometry, lead length, extension lengths, etc.D.Date of installationE.Final pile depth at tipF.Total length installedG.Final inclination angle of shaftH.Installation torque per foot of depthI.Average installation torque for last 3ftJ.Actual installed locationK.Comments pertaining to interruptions, obstructions, etc.6. If an obstruction is encountered during installation prior to reaching estimated refusal back out pile and attempt toreinstall to a min. of 3.0ft below obstruction or planned pile tip, whichever is greater.7. Contractor shall maintain a min. center to center spacing between piles of at least 3 times the diameter of thelargest helical plate.8. Termination criteria case 1 meets the classic termination criteria for helical piles where the minimum requiredtorque, averaged, shall be held at or greater than for a minimum of three consecutive feet.PILE SCHEDULE NOTES1. ALL PILES SHOWN ON DRAWINGS ARE PL-H1 TYPE2. ALL PILES ARE CENTERED ON GRADE BEAMS UNLESS NOTED OTHERWISESTEEL COLUMN BASE PLATE SCHEDULEMARK SIZEANCHOR BOLTSANCHOR EMBEDMENTBP1 18"X18"X7/8" (4) 3/4" Ø F1554 GR 36 HEAVY HEX HEAD15"BP2 18"X18"X1-1/8" (4) 3/4" Ø F1554 GR 36 HEAVY HEX HEAD15"BP3 18"X18"X1-3/8" (4) 3/4" Ø F1554 GR 36 HEAVY HEX HEAD15"BP4 20"X20"X2" (4) 1-1/4" Ø F1554 GR36 HEAVY HEX HEAD15"BP5 18"X18"X1-1/8" (4) 3/4" Ø F1554 GR 36 HEAVY HEX HEAD - CORNER LAYOUT- SEE DETAIL 15"BP6 18"X18"X1-3/8" (4) 3/4" Ø F1554 GR 36 HEAVY HEX HEAD - CORNER LAYOUT- SEE DETAIL 15"BP7 18"X18"X1-1/8" (4) 3/4" Ø F1554 GR 36 HEAVY HEX HEAD - EDGE LAYOUT - SEE DETAIL 15"BP8 18"X18"X1-3/8" (4) 3/4" Ø F1554 GR 36 HEAVY HEX HEAD - EDGE LAYOUT - SEE DETAIL 15"1NOT TO SCALE2GRADE BEAM REINFORCING DIAGRAM11 #5 @ 9" (M)#5 @ 18" (M)#5 @ 9"(M)L1L2L3L4L7L7L8L8LELHLLLNLPLQLRLIL10L10L6L6LJL12L12LMLKLCLBLDLOL13.2L13.2L14L14L16L16L11L9L9LFL13.1L13.1CL-S2CL-S1CL-S1CL-S1CL-S1CL-S1CL-S2CL-S1CL-M1CL-S1CL-S1C L-S1CL-S1CL-S1C L-S1CL-S1CL-S1CL-S1CL-S1CL-S 1CL-M1CL-S1CL-S1CL-S1CL-S1CL-S1CL-S1CL-S1CL-S1CL-S1CL-S1CL-M1CL-S1CL-S1CL-S1CL-S1CL-S1CL-S1CL-S1CL-S1CL-S1CL-S1CL-S1CL-M1CL-S1CL-M1CL-M 1CL-M1CL-M1CL-M1CL-M1CL-M1CL-M1CL-M1CL-S1CL-M1CL-M1CL-M1CL-M1CL-M1CL-M1CL-M1L15L15LA23' - 0 1/8"25' - 11 7/8"23' - 6"26' - 4 1/4"24' - 1"29' - 8 1/2"30' - 0 3/4"13' - 3"13' - 1 1/4"9' - 7 3/8"15' - 9 3/4"3' - 9 3/8"9' - 4 3/8"4' - 11 5/8"12' - 7 1/4"4' - 7 3/8"2' - 10 5/8"12' - 0 1/2"4' - 3 1/2"CL-S1CL-S1CL-S1CL-S1CL-M1L5CL-S1C L-S1CL-S1LG4S2011S2016S2015S20127' - 0"27' - 0"27' - 6 3/8"29' - 0"10' - 6 1/2"21' - 8"4' - 9 3/4"6' - 8 1/4"7' - 6"12' - 0 1/2"4' - 3 1/2"22' - 0 7/8"11' - 1"22' - 0 7/8"11' - 1"17' - 8 7/8"22' - 10 1/8"27' - 0"27' - 0"26' - 10 5/8"12' - 7 1/4"4' - 11 5/8"9' - 4 3/8"26' - 11 1/4"29' - 2 1/2"4S2036" CONC. SLAB W/ #5 @ 9" O.C. EAST-WESTAND #5 @ 18" O.C. NORTH-SOUTH, TYP.REBAR SHALL BE PLACED AT MIDDLE OF SLAB4S203Sim1S2021S202Sim9S2023S2024S2025S2027S202PERIMETER SLAB ONLY AT THIS AREA *UPUPUP12' - 5 7/8" 10' - 6"2' - 9"9' - 11 3/4"C L-S1SAW-CUT CONTROL JOINTS 18'-0" O.C., TYP. SEE DETAIL/6S2023 3/4"CL-S1CL-S1DEPRESS SLAB 3/4" FOR WALK-OFF MAT IN THIS AREADEPRESS SLAB 3/4" FOR WALK-OFF MAT IN THIS AREA8S202L14.2*CONTRACTOR SHALL PROVIDE COMPACTED STRUCTURAL FILL UP TO BOTTOM OF SLAB ELEVATION 2S202TYPICAL F.F. = 394.54OVERLAY CONCRETE RAMPOVERLAY CONCRETE RAMPF.F. = 395.005S201SimF.F. = 395.07ALL STEEL COLUMNS IN PARKING AREAS TO BE ENCASED IN CONCRETE TO A HEIGHT OF 9'-2 1/2" ABOVE FINISHED FIRST FLOOR, TYPICAL. SEE DETAIL CL-M1CL-M 17S202Sim1' - 3 1/2"1' - 0"1' - 9"7' - 6 5/8"9' - 10 1/2"14' - 2 1/2"11' - 4"12' - 9 1/2"10' - 5"12' - 9 1/2"12' - 5 1/4"L5.56" CONC. SLAB W/ #5 @ 9" O.C. EAST-WESTAND #5 @ 18" O.C. NORTH-SOUTH, TYP.REBAR SHALL BE PLACED AT MIDDLE OF SLABSLAB TOPPING F.F. = 394.97ELEVATOR PIT4" CONCRETE SLABWWF 6X6 W4.0 X W4.0SLAB TOPPING F.F. = 395.074" CONCRETE SLABWWF 6X6 W4.0 X W4.04" CONCRETE SLABWWF 6X6 W4.0 X W4.0CL-S1CL-S1C L-S12' - 9 7/8"13S20110S202111S202/11S20211STEEL COLUMNCMU PILASTERMASONRY WALLCONCRETE GRADE BEAM BELOWRE-BAR (MIDDLE) - SIZE / SPACINGCL-M1CL-S1S101 NOTES1. SEE FOUNDATION PLAN, S100 FOR BASE PLATE SCHEDULE.2. ALL BOTTOM OF COLUMN BASE PLATE ELEVATION SHALL BE TOP OF GRADE BEAM + 3/4" FOR NON-SHRINK GROUT.3. CONTRACTOR TO COORDINATE THE LOCATION OF MILLWORK/FURNITURE BASEPLATES IN THE RESIDENT LOUNGE WITH SLAB INSTALLATION. REFER TO ID DRAWINGS FOR LOCATIONS OF MILLWORK WITH STEEL BASEPLATES. MILLWORK CONTRACTOR RESPONSIBLE FOR STEEL WITHIN MILLWORK.4. CONNECT WIDE FLANGE BEAMS TO CMU COLUMNS WITH 15.5"X15.5"X2" BEARING PLATES. PLATES SHALL HAVE (4) 3/4"X4" STUDS WELDED TO BOTTOM AND EMBEDDED INTO CMU COLUMNS.1. REMOVE ALL INTERIOR STUCCO FINISH. NOTIFY ENGINEER OF RECORD ONCE ALL STUCCO HAS BEEN REMOVED. ENGINEER OF RECORD SHALL INSPECT INTERIOR FACE OF BRICK TO ADVISE ON LOCATIONS REQUIRING RE-POINTING.2. REFER TO EXISTING BRICK REPAIR/RESTORATION ON SHEET S001 FOR OUTLINE OF WORK REQUIREDERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTIONAs indicated1111SSSSTTTT FFFFLLLLOOOOOOOORRRR SSSSLLLLAAAABBBB PPPPLLLLAAAANNNNSSSS111100001111Taitem110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 3/32" = 1'-0"11ST FLOOR SLAB PLANFIRST FLOOR SLAB PLAN LEGENDSTEEL COLUMN SCHEDULETYPEMARKTYPEADDITIONAL INFOCL-S1 W12X65 SEE FOUNDATION PLAN FOR REQ'D BASE PLATECL-S2 W12X96 SEE FOUNDATION PLAN FOR REQ'D BASE PLATEMASONRY COLUMN SCHEDULETYPEMARKWIDTH LENGTHVERTICALREINFORCEMENTTOP AND BOTTOMSTIRRUPSMIDDLE STIRRUPS COMMENTSCL-M1 1' - 4" 1' - 4" (8) #7 #3 @ 12" O.C. #3 @ 12" O.C.1ST FLOOR BRICK REHABILITATION NOTES1 L1L2L3L4L7L7L8L8LELHLLLNLPLQLRLIL10L10L6L6LJL12L12LMLKLCLBLDLOL13.2L13.2L14L14L16L16L11L9L9LFW14X53 (-2")W24X162 (0")W24X146 (-2")W14X90 (-2")W16X57 (0")W24X146 (0")W24X146 (0")W24X146 (0")W24X146 (0")W24X146 (0")W27X194 (0")W24X55 (-4")W24X55 (-4")W24X192 (-4")W24X146 (0")W24X146 (0")W16X57 (-2")L13.1L13.1CL-M1C L-S1CL-S1CL-S1CL-S2CL-S1CL-M1CL-S1CL-S1CL-S1CL-S1C L-S 1CL-S1CL-S1CL-S1CL-S1CL-S1CL-S1C L-M 1CL-S1CL-S1CL-S1CL-S2CL-S1CL-S1CL-S1CL-S1CL-S1CL-S1CL-S1CL-S1CL-S1CL-M1CL-S1CL-S1CL-S1CL-S1CL-S1CL-S1CL-S1CL-S1CL-S1CL-S1CL-S1CL-M1CL-S1CL-M1CL-M1CL-M1CL-M1CL-M1CL-M1CL-M1C L-M 1W24X192 (0")W14X90 (-2")W16X57 (0")W16X89 (0")W16X89 (0")CL-M1CL-M1CL-M1CL-M1CL-M1CL-M1CL-S1CL-M1CL-M1L15LACL-M1W27X194 (0")W27X194 (0")W24X55 (-4")W27X194 (0")W12X26 (-4")W12X26 (0")W12X26 (0")W12X26 (0")W16X89 (-2")W16X57 (-2")W14X53 (-2")W18X119 (0")W18X119 (0")W16X57 (0")W12X26 (0")W24X146 (0") W24X146 (0") W24X146 (0")W14X53 (-2")W14X90 (-2") W14X53 (-2")W24X162 (0")W24X162 (0")W12X26 (0")W24X146 (0")W24X146 (0")W24X146 (0")W24X146 (0")W24X146 (0")W24X146 (0")W24X146 (0")W24X146 (0")W24X146 (0")L5W24X55 (-4")W24X62 (-4")W24X62 (-4")LGW16X89 (0")1' - 3 1/2"4' - 3 1/2"12' - 0 1/2"2' - 10 5/8"4' - 7 3/8"12' - 7 1/4"4' - 11 5/8"9' - 4 3/8"19' - 7 1/8"9' - 7 3/8"27' - 0"27' - 0"27' - 6 3/8"29' - 0"12' - 0 1/2"4' - 3 1/2"22' - 0 7/8"11' - 1"22' - 0 7/8"11' - 1"17' - 8 7/8"22' - 10 1/8"27' - 0"27' - 0"26' - 10 5/8"32' - 2 1/2"11' - 5 7/8"10' - 6 1/2"21' - 8"4' - 9 3/4"6' - 8 1/4"14S2046S2041S20412S2041S2028"6S204Sim1' - 0"CTN-1BCTN-1ACTN-2ACTN-2BCTN-3ACTN-3BCTN-4BCTN-4AW24X55 (-4")CTN-5ACTN-6ACTN-6BCTN-8ACTN-8BCTN-9ACTN-10ACTN-11ACTN-9BCTN-10BCTN-11BCTN-12A CTN-12BCTN-13BW27X194 (0")CTN-5BW24X146 (-2")9S204CTN-7ACTN-7B5S2041S2073 3/4"W14X53 (-2")11S20413S204SIM10S204SIM10S204SIM10S204SIM10S204SIM13S204SIM12S204SimW14X53 (-2")15S204SIM16S204SIM8S204SIM8S204SIMW24X55 (-4")W12X26 (-4")CTN-13AL14.22S204SEE DETAIL FOR TYPICAL SLAB EDGE GUSSET PLATE REINFORCING, 4'-0" O.C. AND AT POSTS AND ENDS OF SHEAR WALLS ALONG BUILDING PERIMETERCL-M 1CL-M 18"L5.57' - 9"4' - 11 3/8"10' - 1 3/4"2' - 7 3/8"5' - 2 1/8"7' - 10"10' - 7"2' - 0"11"4' - 0"6' - 6 1/8"6"1' - 10 1/8"4' - 6"9' - 10 1/4"10 3/8"17' - 4"10 3/8"1' - 0 1/2"4' - 10 3/8"17' - 0 5/8"1 5/8"7' - 1"9' - 11 5/8"1 5/8"7' - 0 1/2"4' - 0"2' - 0"8"1' - 10 5/8"3' - 3 5/8"1' - 10 1/8"5' - 1"3' - 3 3/4"14' - 10"15' - 5 5/8"5' - 5 5/8"7' - 0 1/4"2' - 5 5/8"4' - 3 1/8"8S20613' - 3"13' - 1 1/4"9' - 10 1/2"14' - 2 1/2"11' - 4"12' - 9 1/2"10' - 5"12' - 9 1/2"12' - 5 1/4"23' - 0 1/8"25' - 11 7/8"23' - 6"26' - 4 1/4"24' - 1"29' - 8 1/2"30' - 0 3/4"3S2064S2064S206SIM4S206SIM1110S203MASONRY BEARING WALL BELOWSTEEL BEAM BELOWSTEEL MOMENT FRAMEMOMENT FRAME CONNECTION LABELTOP OF STEELSTEEL COLUMN BELOWCMU PILASTER BELOWCONCRETE PLANK SPAN DIRECTIONW24X55CL-M1CL-S1CTN-1AT.O.S.VMA1. REMOVE ALL INTERIOR STUCCO FINISH. NOTIFY ENGINEER OF RECORD ONCE ALL STUCCO HAS BEEN REMOVED. ENGINEER OF RECORD SHALL INSPECT INTERIOR FACE OF BRICK TO ADVISE ON LOCATIONS REQUIRING RE-POINTING.2. REFER TO EXISTING BRICK REPAIR/RESTORATION ON SHEET S001 FOR OUTLINE OF WORK REQUIREDERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTIONAs indicated2222NNNNDDDD FFFFLLLLOOOOOOOORRRR FFFFRRRRAAAAMMMMIIIINNNNGGGGPLANPLANPLANPLANSSSS111100002222Taitem110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 3/32" = 1'-0"12ND FLOOR FRAMING PLANS102 GENERAL NOTES1. T.O.S. = 11'-9" = 0"T.O.S. VARIATIONS SHOWN (+) OR (-) FROM 0"2. ALL EXTERIOR WALLS, CORRIDOR WALLS, AND SHEAR WALLSSHALL BEAR DIRECTLY ON PLANK.3. ALL NON-LOAD BEARING AND INTERIOR PARTITIONS BEARDIRECTLY ON PLANK.4. FOR BEARING WALL AND SHEAR WALL SILL PLATE ANCHORAGE,SEE "WALL SILL PLATE ANCHORAGE TO PLANK" ON SHEAR WALLKEY PLAN, SHEET S1075. CONTROL / SAWCUT JOINTS SHALL BE SPECIFIED BY PLANKMANUFACTURERSTEEL COLUMN SCHEDULETYPEMARKTYPEADDITIONAL INFOCL-S1 W12X65 SEE FOUNDATION PLAN FOR REQ'D BASE PLATECL-S2 W12X96 SEE FOUNDATION PLAN FOR REQ'D BASE PLATESECOND FLOOR FRAMING PLAN LEGENDMASONRY COLUMN SCHEDULETYPEMARKWIDTH LENGTHVERTICALREINFORCEMENTTOP AND BOTTOMSTIRRUPSMIDDLE STIRRUPS COMMENTSCL-M1 1' - 4" 1' - 4" (8) #7 #3 @ 12" O.C. #3 @ 12" O.C.MOMENT, SHEAR & AXIAL FORCE CONNECTION SCHEDULECONNECTION A M (K-ft) V (K) A (K) CONNECTION B M (K-ft)V (K) A (K)CTN-1A 82.5 30.5 0 CTN-1B 82.5 30.5 0CTN-2A 46.5 83 0 CTN-2B 548 115 0CTN-3A 52.3 83 0 CTN-3B 0 13 0CTN-4A 81 31 0 CTN-4B 81 31 0CTN-5A 67 148 0 CTN-5B 963 204 0CTN-6A 927 144 0 CTN-6B 2 22 0CTN-7A 93 33 0 CTN-7B 78 33 0CTN-8A 197 73 0 CTN-8B 82 62 0CTN-9A 397 64 0 CTN-9B 197 35 0CTN-10A 248 90 0 CTN-10B 397 99.5 0CTN-11A 60.5 28 0 CTN-11B 40 26 0CTN-12A 62 27 0 CTN-12B 61 27 0CTN-13A 40 43 0 CTN-13B 40 43 01. M = MOMENT, V = SHEAR, A = AXIAL2. K-ft = KIP FEET, K = KIPS3. KIPS = 1,000 LBS4. REFER TO STEEL DETAILS ON SHEET S2045. ALL MOMENTS AND AXIAL LOADS SHOWN IN SCHEDULE ABOVE ARE REVERSIBLE.2ND FLOOR BRICK REHABILITATION NOTES LOAD BEARING WALL ABOVESHEAR WALL ABOVEWOOD POST ABOVECMU WALL BELOWSTEEL BEAM BELOWSTEEL COLUMN BELOWCONCRETE PLANK SPAN DIRECTIONPLANK AREA OUTSIDE OF HABITABLE SPACEL1LELRLJL12LCLOL16L16L9AABDEFGHJKK1435879101122.11K6L15LACC1.5K1.5K1.5K1.5K10.77K9K5.3K5.3K5.3K5.3K8.9K8.9K5.75K5.75K6.75K6.75K3.89K4.58K4.58K5K3.89K3.89K3.89K21K21K12K12K12K12K17K17K11.42K12.33K3.32K3.32K12K11.52K12K12K12K12.33K2.11K2.11K2.11K4.9K11.52K1.65K1.65K1.65K1.65K2.11K2.11K2.11K2.11K2.1K14.82K12K 11.2K5.24K31' - 10"24' - 5 3/4"9K5.3K5.3K5.3K5.3K8.9K8.9K7.1K7.1K 5.75K5.75K6.75K6.75K4.58K4.58K3.89K3.89K2.11K2.11K2.11K2.11K2.11K2.11K2.11K2.11K2.11K2.11K2.11K2.11K2.11K2.11K2.11K2.11K2.11K2.11K2.11K2.11K2.11K2.11K2.11K2.11K2.11K2.11K2.11K3.03K3.03K4.54K4.54K2.11K2.11K2.11K2.11K2.11K2.11K5.75K5.75K2.11K2.11K7.91K7.91K15.02K15.02K11.4K11.4K6.34K6.34K5.28K5.28K6.33K6.33K3.89K3.89K3.89K3.89K6.66K6.66K2.11K2.11K2.11K2.11K2.11K2.11K2.11K3.31K12.84K20.72K15.6K2.3K2.11K2.11K2.1K5.82K6.91K6.91K6.91K1.04K14.82K43.1K22.77K43.1K43.1K4.81K5.18K5.18K4.9K4.9K6.14K6.14K4.9K10.77K5.24K11.2K18.12K4.24K4.24K4.24K3.76K4.6K3.81K2.62K5K3.32K3.32K17K17K12K12K12K12K21K21K21.69k21.69k12K12K12K12K11.52K11.52K1.65K1.65K1.65K1.65K1.65K1.65K 11.42K11.42K11.42K18.54K18.54K12.33K12.33K12.33K12.33K12.33K12.33K12.33K12.33K12.33K11.42K11.42K11.42K11.42K1.5K1.5K4.2K4.2K7.6K7.6K10.07K10.07K3.5K3.5K3.5K3.5K3.5K3.5K3.5K3.5K3.5K3.5K3.5K3.5K3.5K3.5K3.5K3.5K3.5K3.5K3.5K3.5K3.5K3.5K11.52K11.52K1.71K1.71K11.52K11.52K1.71K1.71K1.71K1.71K13K13K13K13K13K13K13K13K21.96K21.96K21.96K21.96K1.71K1.71K1.65K1.65K1.71K1.71K1.71K1.71K6.46K6.46K0.24K0.24K1.13K1.13K1.13K1.13K1.13K1.13K1.13K1.13K1.13K1.13K0.24K0.24K1.13K1.13K1.13K1.13K1.13K1.13K1.13K1.13K1.13K1.13K1.13K1.13K38.94K36.33K42.1K29.7K23.23KLBS./LIN. FT., TYP. 11' - 6 1/8" 56' - 9 3/4"13' - 8 1/4" 50' - 5 1/2"37' - 11 1/8"97' - 5" 29' - 2 7/8" 49' - 2 1/4" 33' - 5 3/4" 62' - 2 3/4" 49' - 11 1/8" 17' - 5 5/8" 23' - 8 1/8" 41' - 2 3/8" 26' - 0 3/8"22' - 1"24' - 10 3/4"20' - 11 5/8" 20' - 2 1/4" 25' - 11 3/4" 39' - 4 1/2" 22' - 7 1/2" 3' - 6"700 PLF19' - 9 3/8"20' - 8 7/8"3.33K3.33K40' - 5 5/8"28' - 5 5/8" 16' - 10 7/8"WINDT=2KWINDT=1.5KCROSS-HATCHED AREAS INDICATE PLANK AREA OUTSIDE OF HABITABLE SPACE, TYP.40 PSF SNOW LOAD + 10 PSF DL (IMPOSED). COORDINATE W/ ARCHITECTURAL PLANS FOR ROOF ASSEMBLYCROSS-HATCHED AREAS INDICATE PLANK AREA OUTSIDE OF HABITABLE SPACE, TYP.40 PSF SNOW LOAD + 10 PSF DL IMPOSED). COORDINATE W/ ARCHITECTURAL PLANS FOR ROOF ASSEMBLY.4.81K3.57KWIND18.2KWIND18.2KWIND13.6KWINDT=1.5KWINDT=2KWIND9.1KWIND9.1KWIND9.1KWIND9.1KWIND12.6KWIND9.1KWIND12.6KWIND12.6KWIND9.1KWIND9.1KWIND9.1KWIND9.1KWIND9.1KWIND9.1KWIND9.1KWIND9.1KWIND12.6KWIND12.6KWIND12.6KWIND9.1KWIND12.6KWIND12.6KWIND9.1KWIND12.6KWIND12.6KWIND9.1KWIND9.1KWIND12.6KWIND9.1KWIND9.1KWIND9.1KWIND9.1KWIND9.1KWIND9.1KWIND9.1KWIND9.1KWIND12.6K3.89K3.89K39' - 8 1/8"58' - 7 5/8"15' - 7 1/4" 3' - 4" 17' - 4 3/8"14' - 1 1/8" 3' - 4"39' - 3 3/4"39' - 2" 39' - 3 3/4" 39' - 3 3/4" 14' - 9 3/8" 31' - 5"8' - 2" 39' - 1" 9' - 10 1/8"39' - 4 3/8" 19' - 7" 19' - 7 7/8" 1' - 9 3/8"23' - 7 7/8"10' - 2 5/8" 10' - 4 5/8" 3' - 4" 13' - 0 5/8" 3' - 2" 7' - 8" 9' - 6 1/2" 3' - 4"1' - 11"19.24K7.4KWIND12.6K4.9K1.12K1.12K1.12K1.12KL5.55 1/4"4 7/8"4 7/8"11 1/4"11' - 5 3/4"1' - 6" V.I.F.1' - 0"1' - 0"1' - 7 7/8" V.I.F.10"4 7/8"5 1/2"V.I.F.11' - 2 3/8"WIND12.6KWIND12.6K35' - 3"5,871 PLF.WIND18.2K11' - 7 1/4"840 PLF11' - 4 3/4"840 PLFWIND18.2KWIND18.2K35' - 11 1/8"3.285 PLF(TYPICAL, ALL WALL SEGMENTS ALONG THIS LNE)35' - 11 1/8"3.285 PLF(TYPICAL, ALL WALL SEGMENTS ALONG THIS LNE)24' - 5 3/4" 24' - 5 3/4"2,903 PLF.(TYPICAL, ALL WALL SEGMENTS ALONG THIS LNE)3,053 PLF.(TYPICAL, ALL WALL SEGMENTS ALONG THIS LNE)WIND18.2KWIND9.1K12' - 10 1/2"758 PLF50' - 1 5/8"18' - 8 3/8"3,706 PLF.49' - 10"3,339 PLF.(TYPICAL, ALL WALL SEGMENTS ALONG THIS LNE)758 PLFWIND13.6K4,037 PLF.3,832 PLF.3,167 PLF.(TYPICAL, ALL WALL SEGMENTS ALONG THIS LNE)44' - 2 5/8" 19' - 7 7/8"1,536 PLFWIND9.1K2,878 PLF2,168 PLF2,406 PLF48' - 5 5/8"1,614 PLF.WIND9.1K1,536 PLF.5,200 PLF6,576 PLF3' - 4"640 PLF1,022 PLF360 PLF5,439 PLF1,200 PLF400 PLF1,280 PLF5,439 PLF6,219 PLF3,912 PLF1,536 PLF6,869 PLF6,869 PLF6,869 PLF6,869 PLF5,135 PLF1,536 PLF840 PLF(TYPICAL, ALL WALL SEGMENTS ALONG THIS LINE)3' - 4 1/8"3' - 4" 3' - 4" 3' - 4" 3' - 3 1/4" 3' - 4" 3' - 4"3' - 4"3' - 4" 2' - 8 1/8" 3' - 3 1/4"2,159 PLF1,614 PLF1,536 PLF6,847 PLF33' - 6 3/8"5,149 PLF4,312 PLF4,846 PLF2,259 PLF5,860 PLF1,536 PLF6,869 PLF6,869 PLF3,882 PLF4,557 PLF3' - 1 1/2" 2' - 6 7/8" 1' - 6 3/4"840 PLF(TYPICAL, ALL WALL SEGMENTS ALONG THIS LINE)3,492 PLF1,368 PLF.3,586 PLF4,182 PLF3,814 PLF3,922 PLF3,272 PLF4.84K4.84K840 PLF758 PLF2,224 PLF3,414 PLF4,189 PLF3,414 PLF2,976 PLF24' - 3 1/2"1,362 PLFWIND12.6K3,492 PLF(TYPICAL, ALL WALL SEGMENTS ALONG THIS LINE)1' - 8" 1' - 6 3/4"LL & DL RATIOS: LL DL1) EXTEROR LOAD BEARING WALLS = 50% 50%2) INTERIOR LOAD BEARING WALLS = 54% 46%3) EXTERIOR NON-LOAD BEARING WALLS = 10% 90%4) INTERIOR NON-LOAD BEARING WALLS = 28% 72%113' - 4"1ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTIONAs indicated2222NNNNDDDD FFFFLLLLOOOOOOOORRRR PPPPLLLLAAAANNNNKKKKLLLLOOOOAAAADDDDIIIINNNNGGGG PPPPLLLLAAAANNNNSSSS111100002222....1111Taitem110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SETCONCRETE PLANK LOADING PLAN LEGENDS102.1 GENERAL NOTES1. PLAN IS FOR REFERENCE FOR PLANK DESIGN. FOR PLANK ORIENTATION REFER TO S1022. T = TENSION DUE TO WIND OR SEISMICC = COMPRESSION DUE TO WIND OR SEISMICLOAD TOTALS SHOWN REPRESENT 53% LL/SL PLUS 47% DLALL LOADS SHOWN ARE IN ALLOWABLE STRESS DESIGN3. ADDITIONAL TENSION AND COMPRESSION LOADS OCCUR ON TOP OF CONCRETE BEAMS AND ARENOT SHOWN, BUT ARE OF SIMILAR MAGNITUDE AS ONES SHOWN.4. IN ADDITION TO THE LINE AND POINT LOADS SHOWN, THERE WILL BE UNIFORM DISTRIBUTEDLOADS ON THE PLANKS OF:A) AT CORRIDORS; 80 PSF LIVE LOAD AND 25 PSF DEAD LOADB) AT APARTMENT UNITS; 40 PSF LIVE LOAD AND 25 PSF DEAD LOAD5. REFER TO S102 FOR PLANK OPENINGS AND PENETRATIONS.6. A CAD DRAWING OF PLANK LOADING PLAN IS AVAILABLE IF REQ'D.7. PLF INDICATES LBS. / LIN. FT. 3/32" = 1'-0"12ND FLOOR PLANK LOADING PLAN L1LELRLJL12LCLOL16L16L9AABDEFGHJKK143587910111123-H1D3-H1D3-H13-H1A3-H23-H33-H23-H23-H23-H23-H23-H23-H23-H23-H23-H23-H23-H23-H23-H23-H2B3-H2A3-H23-H23-H23-H23-H1C3-H1B3-H33-H33-H23-W5B3-W53-W53-W53-W53-W53-W63-W5B3-W53-W53-W53-W53-W53-W53-H23-H23-H2C3-B13-B23-B163-B353-B343-B333-B363-B373-B383-B393-B403-B4116" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD@16" Flr Truss16"@16" Flr Truss16"@16" Flr Truss16"@16" Flr Truss16"@16" Flr Truss16"@2x616"@16" Flr Truss16"@16" Flr Truss16"@16" Flr Truss16"@16" Flr Truss16"@16" Flr Truss16"@16" Flr Truss16"@2x616"@16" Flr Truss16"@2x616"@16" Flr Truss16"@16" Flr Truss16"@2x616"@2x616"@16" Flr Truss16"3-H63-H6A3-B173-H6C3-B1363-B503-B513-B523-B53@16" Flr Truss16"@16" Flr Truss16"L15LA3-B10D3-B543-B55@2x616"3-B73-H33-H4(1) PT 2x8 LEDGER3-B15@16" Flr Truss16"@2x616"3-B14(2) PT #1 2x10(2) PT #1 2x1016" Flr Truss16" Flr Truss@16" Flr Truss16"@16" Flr Truss16"@16" Flr Truss16"@16" Flr Truss16"(2) PT #1 2x10(2) PT #1 2x1016" Flr Truss16" Flr Truss3-B61(2) PT #1 2x10(2) PT #1 2x10@16" Flr Truss16"3-B62(2) PT #1 2x10(2) PT #1 2x103-W103-W103-W10B3-W10B@16" Flr Truss16"@16" Flr Truss16"@16" Flr Truss16"16" Flr Truss16" Flr Truss(2) PT #1 2x10(2) PT #1 2x103-W10PT 2x10 @ 16" TYP.16" Flr Truss16" Flr Truss(2) PT #1 2x10(2) PT #1 2x103-W10(2) PT #1 2x10(2) PT #1 2x103-W10D3-W10(2) PT #1 2x10(2) PT #1 2x103-W7B3-W7B3-W7B3-W7B3-W7B3-W7B3-W7B3-W7B3-W7B3-W7B3-W7B@16" Flr Truss16"16" Flr Truss16" Flr Truss16" Flr Truss16" Flr Truss3-W83-W1F3-W1F3-W1F3-W1F3-W7D3-W7D3-W7D3-W7C3-W7C3-W73-W73-W7D3-W7C3-W7C3-W73-W73-W7B3-W7B3-W1B3-W1B3-W1B3-W1B3-W2(2) BAYS OF 2x6 BLOCKING, 32" O.C., TOP AND BOTTOM CHORDS, TYPICAL AT JOIST END BAYS(2) BAYS OF 2x6 BLOCKING, 32" O.C., TOP AND BOTTOM CHORDS, TYPICAL AT JOIST END BAYS(2) BAYS OF 2x6 BLOCKING, 32" O.C., TOP AND BOTTOM CHORDS, TYPICAL AT JOIST END BAYS(2) BAYS OF 2x6 BLOCKING, 32" O.C., TOP AND BOTTOM CHORDS, TYPICAL AT JOIST END BAYS@16" Flr Truss16"@16" Flr Truss16"16" FLR TRUSS - SPACING AS REQ'D FOR LONGER SPAN AT THIS AREAAT VERTICAL CHASES, PROVIDE FLR TRUSS FRAMED OPENING W/ HEADER, TYP.@16" Flr Truss16"@16" Flr Truss16"CC3-B573-B58@2x616"DOUBLE 2X6 @ 16"(1) PT 2x8 LEDGER@16" Flr Truss16"3-B38B@16" Flr Truss16"@16" Flr Truss16"3-W7E3-W7E3-H53-B33-B43-B5@2x616"1S207S20515SEE DETAIL FOR TYPICAL BALCONY PERPENDICULAR TO FRAMING16" LSL 1.3E 1750 FB RIM BOARD@16" Flr Truss16"(2) PT #1 2x103-W7B3-W10B(2) PT #1 2x103-B653-W7B3-W1B3-W1B16" Flr Truss @ 16"16" Flr Truss @ 16"S20514SEE DETAIL FOR TYPICAL BALCONY PARALLEL TO FRAMING3-H8(1) BAY OF 2X6 BLOCKING, 24" O.C., TOP AND BOTTOM CHORDS, EACH SIDE OF GRIDLINE 1B2S204SimSP-1,BK-4,BP-7P43-W7DP2P3SP-1,BK-4,BP-3SP-1,BK-2B,BP-5SP-1,BK-2B,BP-5SP-1,BK-2B,BP-5SP-1,BK-2B,BP-6P5,BK-2CP4, BK-2P2P3J4, P1SP-1,BK-1B,BP-8SP-1,BK-1B,BP-8SP-1,BK-1B,BP-8J3, P1P2P 3P3P3P 2L5.55 1/4"4 7/8"4 7/8"11' - 5 3/4"1' - 0"10"4 7/8"5 1/2"V.I.F.11' - 2 3/8"1' - 6" V.I.F.1' - 0"1' - 7 7/8" V.I.F.8S2068x8 NON RUSTING CORNER GUARD1LOAD BEARING WALL BELOW - SEE ARCH. DWGS. FOR WALL TYPESHEAR WALL BELOW - SEE ARCH. DWGS. FOR WALL TYPEPOST BELOW - SEE BEAM AND HEADER SCHEDULESBEAM HANGER - SEE BEAM AND HEADER SCHEDULESBRACKET / PLATE SCHEDULE NOTES:1. BK DESIGNATES BRACKET AT TOP OF POST2. BP DESIGNATES BASE PLATE. 3. BASE PLATE STEEL SHALL BE Fy=50 KSI. 4. WHERE INDICATED, WOOD PLATE SHALL BE CUT SO THAT STEEL BASE PLATE BEARS DIRECTLY ON CONCRETE.5. SUBMIT FOR REVIEW AND APPROVAL1. REMOVE ALL STUCCO / PARGING FROM INSIDE FACE OF EXISTING BRICK ON 3RD FLOOR. REPOINT ALL INTERIOR JOINTS.2. REFER TO EXISTING BRICK REPAIR/RESTORATION ON SHEET S001 FOR OUTLINE OF WORK REQUIREDERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION 3/32" = 1'-0"3333RRRRDDDD FFFFLLLLOOOOOOOORRRR FFFFRRRRAAAAMMMMIIIINNNNGGGGPLANPLANPLANPLANSSSS111100003333Taitem110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 3/32" = 1'-0"13RD FLOOR FRAMING PLANWOOD POST SCHEDULETYPE MARK TYPEP1 (1) 2x6P2 (2) 2x6P3 (3) 2x6P3LVL (3) 2x6 LVLP4 (4) 2x6P5 (5) 2x6P6 (6) 2x6POST SCHEDULE NOTES1. ALL POSTS ARE KING STUDS, UNLESS OTHERWISENOTED2. FULLY BLOCK FLOOR CAVITY AT POSTS WITH SAMENUMBER OF STUDS3. LVL STUDS: 1.7E 2650 FBGENERAL FRAMING PLAN NOTES1. TRUSSES SHALL BE JOIST HANGERED TO RIM BOARD WHERE RIM SERVES AS THE HEADER.2. ALL LVL FRAMING TO BE 2.0E 3100FB3. 16" LADDER TRUSS OCCURS AT TOP OF ALL INTERIOR SHEAR WALLS. LADDER TRUSS MUST BE INSTALLED ON CORRECT SIDE OF SHEAR WALL FORALIGNMENT OF DRAG STRUT AND TRUSS (WHERE APPLICABLE), AND TO AVOID CONFLICT WITH WINDOWS. INSTALL ON THE SIDE THAT HAS THELABEL "16" LADDER TRUSS ON SHEAR WALL".4. SEE S107 /S107.1, SHEAR WALL KEY PLAN, FOR SHEAR WALL LINES. ALIGN TRUSS WITH SHEAR WALL LINES AS INDICATED ON FRAMING PLANS TOFACILITATE FASTENING OF PLYWOOD. SEE "DRAG STRUT / PLYWOOD FASTENING SCHEDULE AT SHEAR WALL LINES" ON S107 FOR DETAILS.5. INSTALL BLOCKING FOR DRAG STRUTS AS SHOWN. SEE S107, SHEAR WALL KEY PLAN, FOR FURTHER DRAG STRUT INFORMATION AND NAILING.6. FASTENING FOR ALL FLOOR SHEATHING SHALL BE 10d NAILS WITH A 6-12 PATTERN EXCEPT AS INDICATED ON "DRAG STRUT / PLYWOOD FASTENINGSCHEDULE AT SHEAR WALL LINES ON SHEET S107.7. FASTEN SHEATHING TO END BLOCKING WITH EDGE SPACING PATTERN.8. IF EXTERIOR AND/OR INTERIOR SHEAR WALL SYSTEM IS PANELIZED, ALL PANELS SHALL BE FASTENED PER 9/S2059. TOP PLATES AT INTERSECTING WALLS SHOULD BE SPLICED TO ENSURE PROPER CONNECTION (SHEAR AND BEARING WALLS).10. AT BOTTOM PLATE AND AT TOP PLATE, AT EA. FLOOR, STRAP CORNERS WITH (1) SIMPSON CS20 STRAP, MIN. OVERLAP 1'-0" EA. END, TYP. ALLEXTERIOR PERIMETER WALLS. SEE DETAIL 10/ S20511. AT SHEAR AND/ OR BEARING WALL TOP PLATES AND /OR BOTTOM PLATES THAT ARE NOTCHED OR DRILLED DUE TO PLUMBING, PROVIDE STRAPSACROSS THE PLATES USING SIMPSON LSTA18.WALL FRAMING SCHEDULEFLOOR FRAMINGALL EXTERIOR WOOD FRAMED WALLS / SHEAR WALLS5: 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT4: 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT3: 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT2: (2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHTINTERIOR LOAD-BEARING WOOD FRAMED WALLS / SHEAR WALLS5: 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT4: 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT3: (2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT2: (2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHTINTERIOR NON LOAD-BEARING SHEAR WALLS2-5 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHTUPPER FLOORS FRAMING PLAN LEGENDJACK SCHEDULETYPE MARK TYPEJ1 (1) 2X6J2 (2) 2X6J3 (3) 2X6J4 (4) 2X6J5 (5) 2X6J6 (6) 2X6JACK SCHEDULE NOTES1. ADD KING STUD AT ALL JACK STUD LOCATIONS2. FULLY BLOCK FLOOR CAVITY AT JACKS WITH SAMENUMBER OF STUDSTHIRD FLOOR - EXTERIOR WALL HEADER SCHEDULETYPEMARKNOMINALOPENINGDESCRIPTION TYPEFLUSH /DROPPEDBEARING(EA. END)COMMENTS3-W1B 9-0 EXTERIOR WINDOW/ DOOR HEADER RIM SERVES AS HEADER FLUSH P2 FRAMING PARALLEL3-W1F 9-0 EXTERIOR WINDOW/ DOOR HEADER SISTER RIM W/ (1) 1 3/4 X 16 LVL FLUSH P3 FRAMING PERPENDICULAR3-W2 6-0 EXTERIOR WINDOW/ DOOR HEADER RIM SERVES AS HEADER FLUSH P3 FRAMING PERPENDICULAR3-W5 3-6 EXTERIOR WINDOW/ DOOR HEADER RIM SERVES AS HEADER FLUSH P4 FRAMING PERPENDICULAR3-W5B 3-6 EXTERIOR WINDOW/ DOOR HEADER RIM SERVES AS HEADER FLUSH P3 FRAMING PARALLEL3-W6 6-10 EXTERIOR WINDOW/ DOOR HEADER RIM SERVES AS HEADER FLUSH P4 FRAMING PERPENDICULAR3-W7 8-8 EXTERIOR WINDOW/ DOOR HEADER SISTER RIM W/ (1) 1 3/4 X 16 LVL FLUSH P4 FRAMING PERPENDICULAR3-W7B 8-8 EXTERIOR WINDOW/ DOOR HEADER RIM SERVES AS HEADER FLUSH P2 FRAMING PARALLEL3-W7C 8-8 EXTERIOR WINDOW/ DOOR HEADER SISTER RIM W/ (1) 1 3/4 X 16 LVL FLUSH P4 FRAMING PERPENDICULAR3-W7D 8-8 EXTERIOR WINDOW/ DOOR HEADER SISTER RIM W/ (1) 1 3/4 X 16 LVL FLUSH P4 FRAMING PERPENDICULAR3-W7E 8-8 EXTERIOR WINDOW/ DOOR HEADER RIM SERVES AS HEADER FLUSH P2 FRAMING PARALLEL3-W8 7-8 EXTERIOR WINDOW/ DOOR HEADER RIM SERVES AS HEADER FLUSH P4 FRAMING PERPENDICULAR3-W10 9-0 EXTERIOR WINDOW/ DOOR HEADER (3) 1 3/4 x 7 1/4" LVL DROPPED J4, P2 FRAMING PERPENDICULAR - W/ CANTILEVERED BALCONY3-W10B 9-0 EXTERIOR WINDOW/ DOOR HEADER (2) 1 3/4 x 7 1/4" LVL DROPPED J3 FRAMING PARALLEL - W/ CANTILEVERED BALCONY3-W10D 9-0 EXTERIOR WINDOW/ DOOR HEADER (3) 1 3/4 x 7 1/4" LVL DROPPED J4, P2 FRAMING PERPENDICULAR - W/ CANTILEVERED BALCONYTHIRD FLOOR - INTERIOR BEARING WALL HEADER SCHEDULETYPEMARKNOMINALOPENINGDESCRIPTION TYPEFLUSH /DROPPEDBEARING (EA.END, U.N.O.)3-H2C 3-4 DOOR HEADER RIM SERVES AS HEADER FLUSH EAST P3,WEST P23-H3 5-4 CORRIDOR HEADER (3) 2x6 FLUSH P33-H4 5-4 CORRIDOR HEADER (3) 2x6 FLUSH P23-H5 6-0 DOOR HEADER (2) 1 3/4 X 5 1/2 LVL FLUSH HG-7 EA. END3-H6 3-4 DOOR HEADER (3) 2x6 DROPPED J33-H6A 3-4 DOOR HEADER (2) 2X8 DROPPED J2 *3-H6C 3-4 DOOR HEADER (3) 2X8 DROPPED J33-H8 3-4 DOOR HEADER (3) 2x6 DROPPED J2THIRD FLOOR - INTERIOR BEARING WALL HEADER SCHEDULETYPEMARKNOMINALOPENINGDESCRIPTION TYPEFLUSH /DROPPEDBEARING (EA.END, U.N.O.)3-H1 3-4 DOOR HEADER RIM SERVES AS HEADER FLUSH P33-H1A 3-4 DOOR HEADER RIM SERVES AS HEADER FLUSH P33-H1B 3-4 DOOR HEADER RIM SERVES AS HEADER FLUSH P33-H1C 3-4 DOOR HEADER RIM SERVES AS HEADER FLUSH P23-H1D 3-4 DOOR HEADER RIM SERVES AS HEADER FLUSH P23-H2 3-4 DOOR HEADER RIM SERVES AS HEADER FLUSH P23-H2A 3-4 DOOR HEADER RIM SERVES AS HEADER FLUSH P23-H2B 3-4 DOOR HEADER RIM SERVES AS HEADER FLUSH P2 *THIRD FLOOR - BEAM SCHEDULEMARK TYPEFLUSH /DROPPEDBEARINGADDITIONALINFORMATION3-B37 (2)1 3/4x16 LVL FLUSH SEE PLAN SEE NOTE 1, 3, 63-B38 16" TRUSS GIRDER FLUSH SEE PLAN SEE NOTE 1, 3, 63-B38B 16" TRUSS GIRDER FLUSH SEE PLAN SEE NOTE 1, 3, 63-B39 16" TRUSS GIRDER FLUSH SEE PLAN SEE NOTE 1, 3, 63-B40 16" TRUSS GIRDER FLUSH SEE PLAN SEE NOTE 1, 3, 63-B41 16" TRUSS GIRDER FLUSH SEE PLAN SEE NOTE 1, 3, 63-B50 (3)1 3/4x9 1/2 2.0E LVL DROPPED SEE PLAN SEE NOTE 1, 3, 63-B51 (3)1 3/4x9 1/2 2.0E LVL DROPPED SEE PLAN SEE NOTE 1, 3, 63-B52 (3)1 3/4x9 1/2 2.0E LVL DROPPED SEE PLAN SEE NOTE 1, 3, 63-B53 (3)1 3/4x9 1/2 2.0E LVL DROPPED SEE PLAN SEE NOTE 1, 3, 63-B54 16" TRUSS GIRDER FLUSH SEE PLAN SEE NOTE 13-B55 16" TRUSS GIRDER FLUSH SEE PLAN SEE NOTE 13-B57 16" LSL 1.3E 1750 FB RIM BOARD FLUSH P33-B58 (2) 2x6DROPPED J23-B61 16" TRUSS GIRDER OR (1) 1 3/4X16 LVL FLUSH P2 SEE NOTE 43-B62 16" TRUSS GIRDER OR (1) 1 3/4X16 LVL FLUSH P2 SEE NOTE 43-B65 16" TRUSS GIRDER OR (1) 1 3/4X16 LVL FLUSH P2 SEE NOTE 4THIRD FLOOR - BEAM SCHEDULEMARK TYPEFLUSH /DROPPEDBEARINGADDITIONALINFORMATION3-B1 16" TRUSS GIRDER FLUSH WEST P2,EAST P33-B2 16" LSL 1.3E 1750 FB RIM BOARD FLUSH P3, HG-103-B3 16" TRUSS GIRDER OR (3) 1 3/4X16 LVL FLUSH SP-1, BP-3 SEE NOTE 33-B4 (3) 2x6 FLUSH SP-1, BP-3 SEE NOTE 33-B5 16" TRUSS GIRDER OR (3) 1 3/4X16 LVL FLUSH SP-1, BP-3 SEE NOTE 33-B7 (4)1 3/4x5 1/2 LVL FLUSH P2, HG-83-B10D 16" LSL 1.3E 1750 FB RIM BOARD FLUSH SEE PLAN3-B13 (3) 2x12DROPPED J33-B14 (3)1 3/4x7 1/4 LVL DROPPED J33-B15 16" LSL 1.3E 1750 FB RIM BOARD FLUSH P23-B16 (3)1 3/4x5 1/2 LVL FLUSH P3, HG-83-B17 (3) 2x6DROPPED J33-B33 (2)1 3/4x16 LVL FLUSH SEE PLAN SEE NOTE 1, 3, 63-B34 (2)1 3/4x16 LVL FLUSH SEE PLAN SEE NOTE 1, 3, 63-B35 (2)1 3/4x16 LVL FLUSH SEE PLAN SEE NOTE 1, 3, 63-B36 (2)1 3/4x16 LVL FLUSH SEE PLAN SEE NOTE 1, 3, 6BEAM HANGER SCHEDULETYPE MARKMIN. CAPACITYREQ'DMANUFACTURER/MODEL *520 LBSHG-1 1200 LBSHG-1R 1200 LBSHG-2 1000 LBSHG-3 2300 LBSHG-4 520 LBSHG-5 4400 LBSHG-6 5800 LBSHG-7 1600 LBSHG-8 1900 LBSHG-9 1720 LBSHG-10 2400 LBS* SUBMIT FOR REVIEW AND APPROVALSTEEL POST SCHEDULETYPEMARKDESCRIPTIONMIN.CAPACITYCOMMENTSSP-1 HSS 5 X 5 X 1/4HEADER AND BEAM SCHEDULE NOTES1. SHARES POST WITH ADJACENT BEAM - SIZE OF SHARED POST TAKES INTO ACCOUNT LOAD FROM BOTH BEAMS AND IS THE TOTAL REQ'D FOR BOTH2. WHERE NO BEAM / HEADER EXISTS AT THE SAME LOCATION ON FLOOR BELOW, THE SAME NUMBER OF BEARING POSTS SHOULD CONTINUE AT SAME LOCATION DOWN TO BEARING ONTHE 2ND FLOOR CONCRETE PLANK, OR TO INTERVENING STEEL BEAM OR JOIST GIRDER WHERE IT OCCURS, TYPICAL.3. BEAM BEARING REQUIRES TOP BRACKET AND/OR BASE PLATE AT SUPPORTING POSTS. SEE BRACKET / PLATE SCHEDULE4. SEE PLAN FOR APPROPRIATE BALCONY DETAIL REFERENCE. SEE REFERENCED DETAIL FOR HANGER / BRACKET WHERE REQUIRED5. FASTEN (4) 7 1/4" LVLS AS FOLLOWS: (2) ROWS 5/8" BOLTS 18" O.C. DISTANCE FROM CENTER OF BOLT TO TOP OR BOTTOM OF LVL SHALL BE 2"6. CONTINUOUS BEAM - PLIES SHALL BE SPLICED, AT LEAST ONE PLY CONTINUOUS OVER ANY POSTBRACKET / PLATE SCHEDULEBK-1 BRACKET SIMILAR TO SIMPSON CC66BK-1B CUSTOM BRACKET SIMILAR TO SIMPSON CC66,13" LONGBK-2 BRACKET SIMILAR TO SIMPSON CCQBK-2B CUSTOM BRACKET SIM. TO SIMPSON CCQ, 16"LONGBK-2C CUSTOM BRACKET SIM. TO SIMPSON CCQ, 14"LONGBK-3 BRACKET SIMILAR TO SIMPSON ECCQBK-4 CUSTOM BRACKET SIM. TO SIMPSON CCQ, WITHECCQ WELDED TO CREATE "T" SHAPEBP-1 STEEL PLATE 5 1/2" X 10" X 1/2"BP-2 STEEL PLATE 5 1/2' X 14" X 5/8"BP-3 STEEL PLATE 5 1/2" X 11" X 1/2"BP-4 STEEL PLATE 5 1/2" X 12" X 1/2"BP-5 STEEL PLATE 5 1/2" X 12" X 3/4" BEAR ON CONC.BP-6 STEEL PLATE 5 1/2" X 12" X 5/8" BEAR ON CONC.BP-7 STEEL PLATE 12" X 12" X 3/8" BEAR ON CONC.BP-8 STEEL PLATE 5 1/2" X 14" X 1"3RD FLOOR BRICK REHABILITATION NOTES1 4-W24-W1B4-W1B4-W1B4-W1F4-W1F4-W1F4-W1F4-W1B4-H1D4-H1D4-H14-H1A4-H24-H34-H24-H24-H24-H24-H24-H24-H24-H24-H24-H24-H24-H24-H24-H24-H2B4-H2A4-H24-H24-H24-H24-H1C4-H1B4-H34-H34-B14-B24-B16AABDEFGHJKK1435879101124-H24-W5B4-W54-W54-W54-W54-W54-W64-W5B4-W54-W54-W54-W54-W54-W54-B354-B344-B334-B364-B374-B384-B394-B404-B414-H24-H24-H2C@16" Flr Truss16"@16" Flr Truss16"@16" Flr Truss16"@16" Flr Truss16"@2x616"@16" Flr Truss16"@16" Flr Truss16"@16" Flr Truss16"@16" Flr Truss16"@16" Flr Truss16"@16" Flr Truss16"@16" Flr Truss16"@2x616"@16" Flr Truss16"@2x616"@16" Flr Truss16"@16" Flr Truss16"@2x616"@2x616"16" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD@16" Flr Truss16"@2x616"4-H64-H6A4-B174-H6C4-B134-W7E4-W7E4-W7D4-W7D4-W7D4-W7C4-W7C4-W74-W74-W7D4-W7D4-W7C4-W7C4-W104-W74-W74-W7B6@16" Flr Truss16"@16" Flr Truss16"4-B504-B514-B524-B534-B10D4-B544-B554-B74-H34-H44-B15@16" Flr Truss16"@2x616"4-B14(1) PT 2x8 LEDGER@16" Flr Truss16"@16" Flr Truss16"(2) PT #1 2x10(2) PT #1 2x1016" Flr Truss16" Flr Truss@16" Flr Truss16"@16" Flr Truss16"(2) PT #1 2x10(2) PT #1 2x1016" Flr Truss16" Flr Truss4-B61(2) PT #1 2x10(2) PT #1 2x104-W104-W10@16" Flr Truss16"4-B62(2) PT #1 2x10(2) PT #1 2x104-W10B4-W10B@16" Flr Truss16"16" Flr Truss16" Flr Truss(2) PT #1 2x10(2) PT #1 2x104-W102x10 @ 1'-4" TYP.(2) PT #1 2x10(2) PT #1 2x1016" Flr Truss16" Flr Truss(2) PT #1 2x10(2) PT #1 2x104-W10D16" Flr Truss(2) PT #1 2x10(2) PT #1 2x104-W104-W7B4-W7B4-W7B4-W7B4-W7B4-W7B4-W7B4-W7B4-W7B4-W7B4-W7B@16" Flr Truss16"16" Flr Truss4-W84-W7B(2) BAYS OF 2x6 BLOCKING, 32" O.C., TOP AND BOTTOM CHORDS, TYPICAL AT JOIST END BAYS(2) BAYS OF 2x6 BLOCKING, 32" O.C., TOP AND BOTTOM CHORDS, TYPICAL AT JOIST END BAYS(2) BAYS OF 2x6 BLOCKING, 32" O.C.,TOP AND BOTTOM CHORDS, TYPICAL AT JOIST END BAYS@16" Flr Truss16"@16" Flr Truss16"16" Flr Truss - SPACING AS REQ'D FOR LONGER SPAN AT THIS AREAAT VERTICAL CHASES, PROVIDE FLR TRUSS FRAMED OPENING W/ HEADER, TYP.@16" Flr Truss16"@16" Flr Truss16"CC4-B574-B58@2x616"DOUBLE 2X6 @ 16"(1) PT 2x8 LEDGER@16" Flr Truss16"4-B38B@DOUBLE PT 2x816"@DOUBLE PT 2x816"4-H5(-8 3/4")(-8 3/4")4-B34-B44-B5@2x616"1S207@16" Flr Truss16"4-B65@16" Flr Truss16"(2) PT #1 2x10(2) PT #1 2x1016" Flr Truss @ 16"4-W10B@16" Flr Truss16"4-W7B4-W7B4-W1B4-W1B@16" Flr Truss16"(2) BAYS OF 2x6 BLOCKING, 32" O.C., TOP AND BOTTOM CHORDS, TYPICAL AT JOIST END BAYSS20515SimSEE DETAIL FOR TYPICAL BALCONY PERPENDICULAR TO FRAMINGS20514SimSEE DETAIL FOR TYPICAL BALCONY PARALLEL TO FRAMING1S2062S2064-H8(1) BAY OF 2X6 BLOCKING, 24" O.C., TOP AND BOTTOM CHORDS, EACH SIDE OF GRIDLINE 1BP2P3SP-1P3P 4P3P2P2J4, P1P5,BK-1,BP-2P5,BK-1,BP-2P5,BK-1,BP-2J3, P1P2P2P2P2P2METAL STRAPPING FASTENED TO TOP OF FLOOR JOISTS AT ALL LOCATIONS INDICATED BY DASHED XMOMENT FRAME AT BEAMS 4-B34 AND 4-B35. SEE DETAIL /17S2048S206AAAAA(3) TYPE "A" PLANTERS. 3 FT. X 3 FT. X 30" (2) TYPE "A" PLANTERS. 3 FT. X 3 FT. X 30" 11LOAD BEARING WALL BELOW - SEE ARCH. DWGS. FOR WALL TYPESHEAR WALL BELOW - SEE ARCH. DWGS. FOR WALL TYPEPOST BELOW - SEE BEAM AND HEADER SCHEDULESBEAM HANGER - SEE BEAM AND HEADER SCHEDULESBRACKET / PLATE SCHEDULE NOTES:1. BK DESIGNATES BRACKET AT TOP OF POST2. BP DESIGNATES BASE PLATE. 3. BASE PLATE STEEL SHALL BE Fy=50 KSI. 4. WHERE INDICATED, WOOD PLATE SHALL BE CUT SO THAT STEEL BASE PLATE BEARS DIRECTLY ON CONCRETE.5. SUBMIT FOR REVIEW AND APPROVALERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION 3/32" = 1'-0"4444TTTTHHHH FFFFLLLLOOOOOOOORRRR FFFFRRRRAAAAMMMMIIIINNNNGGGGPLANPLANPLANPLANSSSS111100004444Taitem110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 3/32" = 1'-0"14TH FLOOR FRAMING PLANWOOD POST SCHEDULETYPE MARK TYPEP1 (1) 2x6P2 (2) 2x6P3 (3) 2x6P3LVL (3) 2x6 LVLP4 (4) 2x6P5 (5) 2x6P6 (6) 2x6POST SCHEDULE NOTES1. ALL POSTS ARE KING STUDS, UNLESS OTHERWISENOTED2. FULLY BLOCK FLOOR CAVITY AT POSTS WITH SAMENUMBER OF STUDS3. LVL STUDS: 1.7E 2650 FBGENERAL FRAMING PLAN NOTES1. TRUSSES SHALL BE JOIST HANGERED TO RIM BOARD WHERE RIM SERVES AS THE HEADER.2. ALL LVL FRAMING TO BE 2.0E 3100FB3. 16" LADDER TRUSS OCCURS AT TOP OF ALL INTERIOR SHEAR WALLS. LADDER TRUSS MUST BE INSTALLED ON CORRECT SIDE OF SHEAR WALL FORALIGNMENT OF DRAG STRUT AND TRUSS (WHERE APPLICABLE), AND TO AVOID CONFLICT WITH WINDOWS. INSTALL ON THE SIDE THAT HAS THELABEL "16" LADDER TRUSS ON SHEAR WALL".4. SEE S107 /S107.1, SHEAR WALL KEY PLAN, FOR SHEAR WALL LINES. ALIGN TRUSS WITH SHEAR WALL LINES AS INDICATED ON FRAMING PLANS TOFACILITATE FASTENING OF PLYWOOD. SEE "DRAG STRUT / PLYWOOD FASTENING SCHEDULE AT SHEAR WALL LINES" ON S107 FOR DETAILS.5. INSTALL BLOCKING FOR DRAG STRUTS AS SHOWN. SEE S107, SHEAR WALL KEY PLAN, FOR FURTHER DRAG STRUT INFORMATION AND NAILING.6. FASTENING FOR ALL FLOOR SHEATHING SHALL BE 10d NAILS WITH A 6-12 PATTERN EXCEPT AS INDICATED ON "DRAG STRUT / PLYWOOD FASTENINGSCHEDULE AT SHEAR WALL LINES ON SHEET S107.7. FASTEN SHEATHING TO END BLOCKING WITH EDGE SPACING PATTERN.8. IF EXTERIOR AND/OR INTERIOR SHEAR WALL SYSTEM IS PANELIZED, ALL PANELS SHALL BE FASTENED PER 9/S2059. TOP PLATES AT INTERSECTING WALLS SHOULD BE SPLICED TO ENSURE PROPER CONNECTION (SHEAR AND BEARING WALLS).10. AT BOTTOM PLATE AND AT TOP PLATE, AT EA. FLOOR, STRAP CORNERS WITH (1) SIMPSON CS20 STRAP, MIN. OVERLAP 1'-0" EA. END, TYP. ALLEXTERIOR PERIMETER WALLS. SEE DETAIL 10/ S20511. AT SHEAR AND/ OR BEARING WALL TOP PLATES AND /OR BOTTOM PLATES THAT ARE NOTCHED OR DRILLED DUE TO PLUMBING, PROVIDE STRAPSACROSS THE PLATES USING SIMPSON LSTA18.WALL FRAMING SCHEDULEFLOOR FRAMINGALL EXTERIOR WOOD FRAMED WALLS / SHEAR WALLS5: 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT4: 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT3: 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT2: (2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHTINTERIOR LOAD-BEARING WOOD FRAMED WALLS / SHEAR WALLS5: 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT4: 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT3: (2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT2: (2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHTINTERIOR NON LOAD-BEARING SHEAR WALLS2-5 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHTUPPER FLOORS FRAMING PLAN LEGENDJACK SCHEDULETYPE MARK TYPEJ1 (1) 2X6J2 (2) 2X6J3 (3) 2X6J4 (4) 2X6J5 (5) 2X6J6 (6) 2X6JACK SCHEDULE NOTES1. ADD KING STUD AT ALL JACK STUD LOCATIONS2. FULLY BLOCK FLOOR CAVITY AT JACKS WITH SAMENUMBER OF STUDSFOURTH FLOOR - EXTERIOR WALL HEADER SCHEDULETYPEMARKNOMINALOPENINGDESCRIPTION TYPEFLUSH /DROPPEDBEARING(EA. END)COMMENTS4-W1B 9-0 EXTERIOR WINDOW/ DOOR HEADER RIM SERVES AS HEADER FLUSH P2 FRAMING PARALLEL4-W1F 9-0 EXTERIOR WINDOW/ DOOR HEADER SISTER RIM W/ (1) 1 3/4 X 16 LVL FLUSH P3 FRAMING PERPENDICULAR4-W2 6-0 EXTERIOR WINDOW/ DOOR HEADER RIM SERVES AS HEADER FLUSH P2 FRAMING PERPENDICULAR4-W5 3-6 EXTERIOR WINDOW/ DOOR HEADER P.T. 2X8 LEDGER W/ BLOCKING DROPPED P2 FRAMING PERPENDICULAR. SEE PLAN FOR SIM. LEDGER DETAIL4-W5B 3-6 EXTERIOR WINDOW/ DOOR HEADER P.T. 2X8 LEDGER W/ BLOCKING DROPPED P1 FRAMING PARALLEL. SEE PLAN FOR SIM. LEDGER DETAIL4-W6 6-10 EXTERIOR WINDOW/ DOOR HEADER P.T. 2X8 LEDGER W/ BLOCKING DROPPED P2 FRAMING PERPENDICULAR. SEE PLAN FOR SIM. LEDGER DETAIL4-W7 8-8 EXTERIOR WINDOW/ DOOR HEADER SISTER RIM W/ (1) 1 3/4 X 16 LVL FLUSH P3 FRAMING PERPENDICULAR4-W7B 8-8 EXTERIOR WINDOW/ DOOR HEADER RIM SERVES AS HEADER FLUSH P1 FRAMING PARALLEL4-W7C 8-8 EXTERIOR WINDOW/ DOOR HEADER SISTER RIM W/ (1) 1 3/4 X 16 LVL FLUSH P3 FRAMING PERPENDICULAR4-W7D 8-8 EXTERIOR WINDOW/ DOOR HEADER SISTER RIM W/ (1) 1 3/4 X 16 LVL FLUSH P3 FRAMING PERPENDICULAR4-W7E 8-8 EXTERIOR WINDOW/ DOOR HEADER RIM SERVES AS HEADER FLUSH P1 FRAMING PARALLEL4-W8 7-8 EXTERIOR WINDOW/ DOOR HEADER RIM SERVES AS HEADER FLUSH P3 FRAMING PERPENDICULAR4-W10 9-0 EXTERIOR WINDOW/ DOOR HEADER (3) 1 3/4 x 7 1/4" LVL DROPPED J4 FRAMING PERPENDICULAR - W/ CANTILEVERED BALCONY4-W10B 9-0 EXTERIOR WINDOW/ DOOR HEADER (2) 1 3/4 x 7 1/4" LVL DROPPED J3 FRAMING PARALLEL - W/ CANTILEVERED BALCONY4-W10D 9-0 EXTERIOR WINDOW/ DOOR HEADER (3) 1 3/4 x 7 1/4" LVL DROPPED J4 FRAMING PERPENDICULAR - W/ CANTILEVERED BALCONYFOURTH FLOOR - INTERIOR BEARING WALL HEADER SCHEDULETYPEMARKNOMINALOPENINGDESCRIPTION TYPEFLUSH /DROPPEDBEARING(EA. END,U.N.O.)4-H3 5-4 CORRIDOR HEADER (3) 2x6 FLUSH P24-H4 5-4 CORRIDOR HEADER (3) 2x6 FLUSH P24-H5 6-0 CORRIDOR HEADER (2) 1 3/4 X 5 1/2 LVL FLUSH HG-7 EA.END4-H6 3-4 DOOR HEADER (3) 2x6 DROPPED J24-H6A 3-4 DOOR HEADER (3) 2x6 DROPPED J24-H6C 3-4 DOOR HEADER (3) 2X8 DROPPED J24-H8 3-4 DOOR HEADER (2) 2X8 DROPPED J2FOURTH FLOOR - INTERIOR BEARING WALL HEADER SCHEDULETYPEMARKNOMINALOPENINGDESCRIPTION TYPEFLUSH /DROPPEDBEARING(EA. END,U.N.O.)4-H1 3-4 DOOR HEADER RIM SERVES AS HEADER FLUSH P34-H1A 3-4 DOOR HEADER RIM SERVES AS HEADER FLUSH P24-H1B 3-4 DOOR HEADER RIM SERVES AS HEADER FLUSH P24-H1C 3-4 DOOR HEADER RIM SERVES AS HEADER FLUSH P24-H1D 3-4 DOOR HEADER RIM SERVES AS HEADER FLUSH P24-H2 3-4 DOOR HEADER RIM SERVES AS HEADER FLUSH P24-H2A 3-4 DOOR HEADER RIM SERVES AS HEADER FLUSH P24-H2B 3-4 DOOR HEADER RIM SERVES AS HEADER FLUSH P24-H2C 3-4 DOOR HEADER RIM SERVES AS HEADER FLUSH EAST P2,WEST P2FOURTH FLOOR - BEAM SCHEDULEMARK TYPEFLUSH /DROPPEDBEARINGADD'L INFO4-B52 (3)1 3/4x9 1/2 2.0E LVL DROPPED SEE PLAN SEE NOTE 1, 3, 64-B53 (3)1 3/4x9 1/2 2.0E LVL DROPPED SEE PLAN SEE NOTE 1, 3, 64-B54 16" TRUSS GIRDER FLUSH SEE PLAN SEE NOTE 14-B55 16" TRUSS GIRDER FLUSH SEE PLAN SEE NOTE 14-B57 16" LSL 1.3E 1750 FB RIM BOARD FLUSH P34-B58 (2) 2x6DROPPED J24-B61 16" TRUSS GIRDER OR (1) 1 3/4X16 LVL FLUSH P2 SEE NOTE 44-B62 16" TRUSS GIRDER OR (1) 1 3/4X16 LVL FLUSH P2 SEE NOTE 44-B65 16" TRUSS GIRDER OR (1) 1 3/4X16 LVL FLUSH P2 SEE NOTE 4FOURTH FLOOR - BEAM SCHEDULEMARK TYPEFLUSH /DROPPEDBEARINGADD'L INFO4-B1 16" TRUSS GIRDER FLUSH WEST P2,EAST P34-B2 16" LSL 1.3E 1750 FB RIM BOARD FLUSH P2, HG-104-B3 16" TRUSS GIRDER OR (3) 1 3/4X16 LVL FLUSH P-3LVL4-B4 (3) 2x6 FLUSH P-3LVL4-B5 16" TRUSS GIRDER OR (3) 1 3/4X16 LVL FLUSH P-3LVL4-B7 (4)1 3/4x5 1/2 LVL FLUSH P2, HG-84-B10D 16" LSL 1.3E 1750 FB RIM BOARD FLUSH SEE PLAN4-B13 (3) 2x12DROPPED J34-B14 (2)1 3/4x7 1/4 LVL DROPPED J34-B15 16" LSL 1.3E 1750 FB RIM BOARD FLUSH P24-B16 (3)1 3/4x5 1/2 LVL FLUSH P2, HG-84-B17 (3) 2x6DROPPED J24-B38 16" TRUSS GIRDER FLUSH SEE PLAN SEE NOTE 1, 64-B38B (4)1 3/4x7 1/4 LVL DROPPED SEE PLAN SEE NOTE 1, 54-B39 16" TRUSS GIRDER FLUSH SEE PLAN SEE NOTE 1, 64-B40 16" TRUSS GIRDER FLUSH SEE PLAN SEE NOTE 1, 64-B41 16" TRUSS GIRDER FLUSH SEE PLAN SEE NOTE 1, 64-B50 (3)1 3/4x9 1/2 2.0E LVL DROPPED SEE PLAN SEE NOTE 1, 3, 64-B51 (3)1 3/4x9 1/2 2.0E LVL DROPPED SEE PLAN SEE NOTE 1, 3, 6BEAM HANGER SCHEDULETYPE MARKMIN. CAPACITYREQ'DMANUFACTURER/MODEL *520 LBSHG-1 1200 LBSHG-1R 1200 LBSHG-2 1000 LBSHG-3 2300 LBSHG-4 520 LBSHG-5 4400 LBSHG-6 5800 LBSHG-7 1600 LBSHG-8 1900 LBSHG-9 1720 LBSHG-10 2400 LBS* SUBMIT FOR REVIEW AND APPROVALSTEEL POST SCHEDULETYPEMARKDESCRIPTIONMIN.CAPACITYCOMMENTSSP-1 HSS 5 X 5 X 1/4HEADER AND BEAM SCHEDULE NOTES1. SHARES POST WITH ADJACENT BEAM - SIZE OF SHARED POST TAKES INTO ACCOUNT LOAD FROM BOTH BEAMS AND IS THE TOTAL REQ'D FOR BOTH2. WHERE NO BEAM / HEADER EXISTS AT THE SAME LOCATION ON FLOOR BELOW, THE SAME NUMBER OF BEARING POSTS SHOULD CONTINUE AT SAME LOCATION DOWN TO BEARING ONTHE 2ND FLOOR CONCRETE PLANK, OR TO INTERVENING STEEL BEAM OR JOIST GIRDER WHERE IT OCCURS, TYPICAL.3. BEAM BEARING REQUIRES TOP BRACKET AND/OR BASE PLATE AT SUPPORTING POSTS. SEE BRACKET / PLATE SCHEDULE4. SEE PLAN FOR APPROPRIATE BALCONY DETAIL REFERENCE. SEE REFERENCED DETAIL FOR HANGER / BRACKET WHERE REQUIRED5. FASTEN (4) 7 1/4" LVLS AS FOLLOWS: (2) ROWS 5/8" BOLTS 18" O.C. DISTANCE FROM CENTER OF BOLT TO TOP OR BOTTOM OF LVL SHALL BE 2"6. CONTINUOUS BEAM - PLIES SHALL BE SPLICED, AT LEAST ONE PLY CONTINUOUS OVER ANY POSTBRACKET / PLATE SCHEDULEBK-1 BRACKET SIMILAR TO SIMPSON CC66BK-1B CUSTOM BRACKET SIMILAR TO SIMPSON CC66,13" LONGBK-2 BRACKET SIMILAR TO SIMPSON CCQBK-2B CUSTOM BRACKET SIM. TO SIMPSON CCQ, 16"LONGBK-2C CUSTOM BRACKET SIM. TO SIMPSON CCQ, 14"LONGBK-3 BRACKET SIMILAR TO SIMPSON ECCQBK-4 CUSTOM BRACKET SIM. TO SIMPSON CCQ, WITHECCQ WELDED TO CREATE "T" SHAPEBP-1 STEEL PLATE 5 1/2" X 10" X 1/2"BP-2 STEEL PLATE 5 1/2' X 14" X 5/8"BP-3 STEEL PLATE 5 1/2" X 11" X 1/2"BP-4 STEEL PLATE 5 1/2" X 12" X 1/2"BP-5 STEEL PLATE 5 1/2" X 12" X 3/4" BEAR ON CONC.BP-6 STEEL PLATE 5 1/2" X 12" X 5/8" BEAR ON CONC.BP-7 STEEL PLATE 12" X 12" X 3/8" BEAR ON CONC.BP-8 STEEL PLATE 5 1/2" X 14" X 1"FOURTH FLOOR - STEEL BEAM SCHEDULEMARK TYPEFLUSH /DROPPEDBEARINGADD'L INFO4-B33 W14X26DROPPED SP-14-B34 W14X26DROPPED SP-14-B35 W14X26DROPPED SP-14-B36 W14X26DROPPED SP-14-B37 W14X26DROPPED SP-1WEST TERRACE PLANTER STRUCTURAL NOTES1. ALL JOISTS DIRECTLY BELOW PLANTERS SHALL BE (2) 1 3/4x 7 1/4 LVL @ 16" O.C. PROVIDE 2X BLOCKING AT 24" O.C. TOADJACENT MEMBERS (3) BAYS BELOW PLANTERS.2. WEST GREEN ROOF TERRACE TOTAL DESIGN LOAD(LL + DD) = 100 PSF.3. TRUSS FABRICATOR SHALL REFER TO ARCHITECTURALGREEN ROOF SECTIONS TO VERIFY LOADS BASED ONPROPOSED ASSEMBLY.11 @16" Roof Truss12"@16" Roof Truss12"@16" Roof Truss12"@16" Flr Truss16"@16" Flr Truss16"@16" Flr Truss16"@2x616"@16" Flr Truss16"@16" Flr Truss16"@16" Flr Truss16"16" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD@16" Flr Truss16"@16" Flr Truss16"@16" Flr Truss16"@16" Flr Truss16"@16" Flr Truss16"@2x616"@16" Flr Truss16"@2x616"@16" Flr Truss16"@16" Flr Truss16"@16" Flr Truss16"@16" Flr Truss16"5-W7D5-W10B5-W7D5-W7E5-B15-B25-H1D5-H1D5-B35-B45-B55-H15-H25-H35-H25-H25-H25-H25-H25-H25-H25-H25-H25-H25-H25-H25-H25-H25-H2B5-H25-H25-H25-H25-B155-H35-H35-B16@2x616"AABDEFGHJKK14358791011ROOF FRAMING@2x612"@2x616"16" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD216" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD5-H2@16" Flr Truss16"5-W7D5-W7D5-W7C5-W7C5-W75-W75-W75-W105-W7D5-W7D5-W7C5-W7C5-W75-W75-W7B5-W7E5-W1D5-W15-W15-W1B5-W1G5-W25-W7B5-W7B5-W7B5-W7B5-W7B5-W7B5-W7B5-W7B5-W7B5-W7B5-W10B5-W1B5-W10B5-W1B5-W1B5-W1F5-W1F5-W105-W105-W1F5-W1F5-W1B5-W85-W7B5-H1A5-H2A5-H65-B145-H6A5-B175-H6C5-B135-H1C5-H1B@2x616"6@16" Flr Truss16"@16" Flr Truss16"5-B10A5-B10B5-B95-B505-B515-B525-B535-B545-B555-H6B5-H6B5-B10C(2) PT #1 2x10(2) PT #1 2x1016" Flr Truss16" Flr Truss@16" Flr Truss16"@16" Flr Truss16"5-W10(2) PT #1 2x10(2) PT #1 2x10@16" Flr Truss16"@16" Flr Truss16"16" Flr Truss16" Flr Truss5-B61(2) PT #1 2x10(2) PT #1 2x10@16" Flr Truss1' - 4"5-B62(2) PT #1 2x10(2) PT #1 2x10@16" Flr Truss1' - 4"(2) PT #1 2x10(2) PT #1 2x1016" Flr Truss16" Flr Truss2x10 @ 1'-4" TYP.2x10 @ 1'-4" TYP.(2) PT #1 2x105-B64(2) PT #1 2x105-B64A@16" Flr Truss16"@16" Flr Truss1' - 4"5-W1B5-H35-H4@2x616"5-H5@2x616"5-B105-B7(1) PT 2x8 LEDGER(2) BAYS OF 2x6 BLOCKING, 32" O.C., TOP AND BOTTOM CHORDS, TYPICAL AT JOIST END BAYS(2) BAYS OF 2x6 BLOCKING, 32" O.C., TOP AND BOTTOM CHORDS, TYPICAL AT JOIST END BAYS(2) BAYS OF 2x6 BLOCKING, 32" O.C., TOP AND BOTTOM CHORDS, TYPICAL AT JOIST END BAYS@16" Flr Truss16"16" Flr Truss - SPACING AS REQ'D FOR LONGER SPAN AT THIS AREA@16" Flr Truss16"AT VERTICAL CHASES, PROVIDE FLR TRUSS FRAMED OPENING W/ HEADER, TYP.@16" Flr Truss16"@16" Flr Truss16"6S205TYPDOUBLE 2X6 @ 16"CC5-B575-B58(1) PT 2x8 LEDGER1S207@16" Flr Truss16"5-B65@16" Flr Truss16"(2) PT #1 2x10(2) PT #1 2x105-W10B16" Flr Truss @ 16"5-W7B5-W7B@16" Flr Truss16"@16" Flr Truss16"5-W1B5-W1B(2) BAYS OF 2x6 BLOCKING, 32" O.C., TOP AND BOTTOM CHORDS, TYPICAL AT JOIST END BAYSS20515SimSEE DETAIL FOR TYPICAL BALCONY PERPENDICULAR TO FRAMING5-W1016" Flr Truss16" Flr TrussS20514SimSEE DETAIL FOR TYPICAL BALCONY PARALLEL TO FRAMING(2) PT #1 2x10(2) PT #1 2x105-H8(1) BAY OF 2X6 BLOCKING, 24" O.C., TOP AND BOTTOM CHORDS, EACH SIDE OF GRIDLINE 1BJ2, P4J2, P1J3, P1P 3P1P2P4,BK-1,BP-1P4,BK-1,BP-1P4,BK-1,BP-1J2, P1P2P2P2P28S2065-W11(4) TYPE "A" PLANTERS. 3 FT. X 3 FT. X 30" (179 PSF)AAAA(1) TYPE "B" PLANTER.5 FT. X 5 FT. X 42"(230 PSF)BA(1) TYPE "A" PLANTER. 3 FT. X 3 FT. X 30" (179 PSF)(5) TYPE "C" PLANTERS.2.5 FT. X 2.5 FT. X 24"(165 PSF)CCCCC1LOAD BEARING WALL BELOW - SEE ARCH. DWGS. FOR WALL TYPESHEAR WALL BELOW - SEE ARCH. DWGS. FOR WALL TYPEPOST BELOW - SEE BEAM AND HEADER SCHEDULESBEAM HANGER - SEE BEAM AND HEADER SCHEDULESBRACKET / PLATE SCHEDULE NOTES:1. BK DESIGNATES BRACKET AT TOP OF POST2. BP DESIGNATES BASE PLATE. 3. BASE PLATE STEEL SHALL BE Fy=50 KSI. 4. WHERE INDICATED, WOOD PLATE SHALL BE CUT SO THAT STEEL BASE PLATE BEARS DIRECTLY ON CONCRETE.5. SUBMIT FOR REVIEW AND APPROVALERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION 3/32" = 1'-0"5555TTTTHHHH FFFFLLLLOOOOOOOORRRR FFFFRRRRAAAAMMMMIIIINNNNGGGGPLANPLANPLANPLANSSSS111100005555Taitem110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 3/32" = 1'-0"15TH FLOOR FRAMING PLANFIFTH FLOOR - EXTERIOR WALL HEADER SCHEDULETYPEMARKNOMINALOPENINGDESCRIPTION TYPEFLUSH /DROPPEDBEARING(EA. END)COMMENTS5-W1 9-0 EXTERIOR WINDOW/ DOOR HEADER RIM SERVES AS HEADER FLUSH P2 FRAMING PERPENDICULAR. SEE NOTE 25-W1B 9-0 EXTERIOR WINDOW/ DOOR HEADER RIM SERVES AS HEADER FLUSH P2 FRAMING PARALLEL. SEE NOTE 25-W1D 9-0 EXTERIOR WINDOW/ DOOR HEADER RIM SERVES AS HEADER FLUSH P2 FRAMING PERPENDICULAR. SEE NOTE 25-W1F 9-0 EXTERIOR WINDOW/ DOOR HEADER SISTER RIM W/ (1) 1 3/4 X 16 LVL FLUSH P2 FRAMING PERPENDICULAR5-W1G 9-0 EXTERIOR WINDOW/ DOOR HEADER SISTER RIM W/ (1) 1 3/4 X 16 LVL FLUSH P2 FRAMING PERPENDICULAR. SEE NOTE 25-W2 6-0 EXTERIOR WINDOW/ DOOR HEADER RIM SERVES AS HEADER FLUSH P2 FRAMING PERPENDICULAR5-W7 8-8 EXTERIOR WINDOW/ DOOR HEADER SISTER RIM W/ (1) 1 3/4 X 16 LVL FLUSH P2 FRAMING PERPENDICULAR5-W7B 8-8 EXTERIOR WINDOW/ DOOR HEADER RIM SERVES AS HEADER FLUSH P1 FRAMING PARALLEL5-W7C 8-8 EXTERIOR WINDOW/ DOOR HEADER SISTER RIM W/ (1) 1 3/4 X 16 LVL FLUSH P2 FRAMING PERPENDICULAR5-W7D 8-8 EXTERIOR WINDOW/ DOOR HEADER SISTER RIM W/ (1) 1 3/4 X 16 LVL FLUSH P2 FRAMING PERPENDICULAR5-W7E 8-8 EXTERIOR WINDOW/ DOOR HEADER RIM SERVES AS HEADER FLUSH P1 FRAMING PARALLEL5-W8 7-8 EXTERIOR WINDOW/ DOOR HEADER RIM SERVES AS HEADER FLUSH P2 FRAMING PERPENDICULAR5-W10 9-0 EXTERIOR WINDOW/ DOOR HEADER (3) 1 3/4 x 7 1/4" LVL DROPPED J3 FRAMING PERPENDICULAR - W/ CANTILEVERED BALCONY. SEE NOTE 25-W10B 9-0 EXTERIOR WINDOW/ DOOR HEADER (2) 1 3/4 x 7 1/4" LVL DROPPED J2 FRAMING PARALLEL - W/ CANTILEVERED BALCONY. SEE NOTE 25-W11 8-8 EXTERIOR WINDOW/ DOOR HEADER (3) 2X8 DROPPED J1 FRAMING PARALLEL - CANOPY BELOWFIFTH FLOOR - INTERIOR BEARING WALL HEADER SCHEDULETYPEMARKNOMINALOPENINGDESCRIPTION TYPEFLUSH /DROPPEDBEARING(EA. END,U.N.O.)5-H3 5-4 CORRIDOR HEADER (3) 2x6 FLUSH P25-H4 5-4 CORRIDOR HEADER (3) 2x6 FLUSH P25-H5 6-0 CORRIDOR HEADER (2) 1 3/4 X 5 1/2 LVL FLUSH HG-7 EA.END5-H6 3-4 DOOR HEADER (2) 2X8 DROPPED J25-H6A 3-4 DOOR HEADER (2) 2X8 DROPPED J25-H6B 3-4 DOOR HEADER (3) 2X8 DROPPED SEE PLAN,SEE NOTE 15-H6C 3-4 DOOR HEADER (3) 2X8 DROPPED J25-H8 3-4 DOOR HEADER (2) 2X8 DROPPED J2FIFTH FLOOR - INTERIOR BEARING WALL HEADER SCHEDULETYPEMARKNOMINALOPENINGDESCRIPTION TYPEFLUSH /DROPPEDBEARING(EA. END,U.N.O.)5-H1 3-4 DOOR HEADER RIM SERVES AS HEADER FLUSH P25-H1A 3-4 DOOR HEADER RIM SERVES AS HEADER FLUSH P25-H1B 3-4 DOOR HEADER RIM SERVES AS HEADER FLUSH P25-H1C 3-4 DOOR HEADER RIM SERVES AS HEADER FLUSH P25-H1D 3-4 DOOR HEADER RIM SERVES AS HEADER FLUSH P25-H2 3-4 DOOR HEADER RIM SERVES AS HEADER FLUSH P25-H2A 3-4 DOOR HEADER RIM SERVES AS HEADER FLUSH P15-H2B 3-4 DOOR HEADER RIM SERVES AS HEADER FLUSH P2 *WOOD POST SCHEDULETYPE MARK TYPEP1 (1) 2x6P2 (2) 2x6P3 (3) 2x6P3LVL (3) 2x6 LVLP4 (4) 2x6P5 (5) 2x6P6 (6) 2x6POST SCHEDULE NOTES1. ALL POSTS ARE KING STUDS, UNLESS OTHERWISENOTED2. FULLY BLOCK FLOOR CAVITY AT POSTS WITH SAMENUMBER OF STUDS3. LVL STUDS: 1.7E 2650 FBGENERAL FRAMING PLAN NOTES1. TRUSSES SHALL BE JOIST HANGERED TO RIM BOARD WHERE RIM SERVES AS THE HEADER.2. ALL LVL FRAMING TO BE 2.0E 3100FB3. 16" LADDER TRUSS OCCURS AT TOP OF ALL INTERIOR SHEAR WALLS. LADDER TRUSS MUST BE INSTALLED ON CORRECT SIDE OF SHEAR WALL FORALIGNMENT OF DRAG STRUT AND TRUSS (WHERE APPLICABLE), AND TO AVOID CONFLICT WITH WINDOWS. INSTALL ON THE SIDE THAT HAS THELABEL "16" LADDER TRUSS ON SHEAR WALL".4. SEE S107 /S107.1, SHEAR WALL KEY PLAN, FOR SHEAR WALL LINES. ALIGN TRUSS WITH SHEAR WALL LINES AS INDICATED ON FRAMING PLANS TOFACILITATE FASTENING OF PLYWOOD. SEE "DRAG STRUT / PLYWOOD FASTENING SCHEDULE AT SHEAR WALL LINES" ON S107 FOR DETAILS.5. INSTALL BLOCKING FOR DRAG STRUTS AS SHOWN. SEE S107, SHEAR WALL KEY PLAN, FOR FURTHER DRAG STRUT INFORMATION AND NAILING.6. FASTENING FOR ALL FLOOR SHEATHING SHALL BE 10d NAILS WITH A 6-12 PATTERN EXCEPT AS INDICATED ON "DRAG STRUT / PLYWOOD FASTENINGSCHEDULE AT SHEAR WALL LINES ON SHEET S107.7. FASTEN SHEATHING TO END BLOCKING WITH EDGE SPACING PATTERN.8. IF EXTERIOR AND/OR INTERIOR SHEAR WALL SYSTEM IS PANELIZED, ALL PANELS SHALL BE FASTENED PER 9/S2059. TOP PLATES AT INTERSECTING WALLS SHOULD BE SPLICED TO ENSURE PROPER CONNECTION (SHEAR AND BEARING WALLS).10. AT BOTTOM PLATE AND AT TOP PLATE, AT EA. FLOOR, STRAP CORNERS WITH (1) SIMPSON CS20 STRAP, MIN. OVERLAP 1'-0" EA. END, TYP. ALLEXTERIOR PERIMETER WALLS. SEE DETAIL 10/ S20511. AT SHEAR AND/ OR BEARING WALL TOP PLATES AND /OR BOTTOM PLATES THAT ARE NOTCHED OR DRILLED DUE TO PLUMBING, PROVIDE STRAPSACROSS THE PLATES USING SIMPSON LSTA18.WALL FRAMING SCHEDULEFLOOR FRAMINGALL EXTERIOR WOOD FRAMED WALLS / SHEAR WALLS5: 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT4: 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT3: 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT2: (2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHTINTERIOR LOAD-BEARING WOOD FRAMED WALLS / SHEAR WALLS5: 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT4: 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT3: (2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT2: (2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHTINTERIOR NON LOAD-BEARING SHEAR WALLS2-5 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHTFIFTH FLOOR - BEAM SCHEDULEMARK TYPEFLUSH /DROPPEDBEARINGADD'L INFO.5-B17 (2) 2x8DROPPED J25-B50 (3)1 3/4x9 1/2 2.0E LVL DROPPED SEE PLAN SEE NOTE 1, 3, 65-B51 (3)1 3/4x9 1/2 2.0E LVL DROPPED SEE PLAN SEE NOTE 1, 3, 65-B52 (3)1 3/4x9 1/2 2.0E LVL DROPPED SEE PLAN SEE NOTE 1, 3, 65-B53 (3)1 3/4x9 1/2 2.0E LVL DROPPED SEE PLAN SEE NOTE 1, 3, 65-B54 16" TRUSS GIRDER FLUSH WEST HG-4,SEE PLANSEE NOTE 15-B55 16" TRUSS GIRDER FLUSH SEE PLAN SEE NOTE 15-B57 16" LSL 1.3E 1750 FB RIM BOARD FLUSH P25-B58 (2) 2x6DROPPED J15-B61 16" TRUSS GIRDER OR (1) 1 3/4X16 LVL FLUSH P2 SEE NOTE 45-B62 16" TRUSS GIRDER OR (1) 1 3/4X16 LVL FLUSH P2 SEE NOTE 45-B64 16" TRUSS GIRDER FLUSH HG-9, EA. END5-B64A 16" LSL 1.3E 1750 FB RIM BOARD FLUSH P25-B65 16" TRUSS GIRDER OR (1) 1 3/4X16 LVL FLUSH P2 SEE NOTE 4FIFTH FLOOR - BEAM SCHEDULEMARK TYPEFLUSH /DROPPEDBEARINGADD'L INFO.5-B1 16" TRUSS GIRDER FLUSH P25-B2 (1) 1 3/4 X 16 LVL SISTERED TO RIM FLUSH P2, HG-55-B3 16" TRUSS GIRDER OR (3) 1 3/4X16 LVL FLUSH P-3LVL5-B4 (3) 2x6 FLUSH P-3LVL5-B5 16" TRUSS GIRDER OR (3) 1 3/4X16 LVL FLUSH P-3LVL5-B7 (4)1 3/4x5 1/2 LVL FLUSH P2, HG-85-B9 (2)1 3/4x16 LVL FLUSH SEE PLAN SEE NOTE 25-B10 (3) 2x8DROPPED SOUTH J2,NORTH HG-3SEE NOTE 25-B10A 16" LSL 1.3E 1750 FB RIM BOARD FLUSH SEE PLAN SEE NOTES 1,25-B10B 16" LSL 1.3E 1750 FB RIM BOARD FLUSH SEE PLAN SEE NOTES 1,25-B10C (3) 2x10DROPPED J2 SEE NOTE 25-B13 (3) 2x12DROPPED J25-B14 (2)1 3/4x7 1/4 LVL DROPPED J25-B15 16" LSL 1.3E 1750 FB RIM BOARD FLUSH P25-B16 (3)1 3/4x5 1/2 LVL FLUSH P2, HG-8UPPER FLOORS FRAMING PLAN LEGENDJACK SCHEDULETYPE MARK TYPEJ1 (1) 2X6J2 (2) 2X6J3 (3) 2X6J4 (4) 2X6J5 (5) 2X6J6 (6) 2X6JACK SCHEDULE NOTES1. ADD KING STUD AT ALL JACK STUD LOCATIONS2. FULLY BLOCK FLOOR CAVITY AT JACKS WITH SAMENUMBER OF STUDSBEAM HANGER SCHEDULETYPE MARKMIN. CAPACITYREQ'DMANUFACTURER/MODEL *520 LBSHG-1 1200 LBSHG-1R 1200 LBSHG-2 1000 LBSHG-3 2300 LBSHG-4 520 LBSHG-5 4400 LBSHG-6 5800 LBSHG-7 1600 LBSHG-8 1900 LBSHG-9 1720 LBSHG-10 2400 LBS* SUBMIT FOR REVIEW AND APPROVALHEADER AND BEAM SCHEDULE NOTES1. SHARES POST WITH ADJACENT BEAM - SIZE OF SHARED POST TAKES INTO ACCOUNT LOAD FROM BOTH BEAMS AND IS THE TOTAL REQ'D FOR BOTH2. WHERE NO BEAM / HEADER EXISTS AT THE SAME LOCATION ON FLOOR BELOW, THE SAME NUMBER OF BEARING POSTS SHOULD CONTINUE AT SAME LOCATION DOWN TO BEARING ONTHE 2ND FLOOR CONCRETE PLANK, OR TO INTERVENING STEEL BEAM OR JOIST GIRDER WHERE IT OCCURS, TYPICAL.3. BEAM BEARING REQUIRES TOP BRACKET AND/OR BASE PLATE AT SUPPORTING POSTS. SEE BRACKET / PLATE SCHEDULE4. SEE PLAN FOR APPROPRIATE BALCONY DETAIL REFERENCE. SEE REFERENCED DETAIL FOR HANGER / BRACKET WHERE REQUIRED5. FASTEN (4) 7 1/4" LVLS AS FOLLOWS: (2) ROWS 5/8" BOLTS 18" O.C. DISTANCE FROM CENTER OF BOLT TO TOP OR BOTTOM OF LVL SHALL BE 2"6. CONTINUOUS BEAM - PLIES SHALL BE SPLICED, AT LEAST ONE PLY CONTINUOUS OVER ANY POSTBRACKET / PLATE SCHEDULEBK-1 BRACKET SIMILAR TO SIMPSON CC66BK-1B CUSTOM BRACKET SIMILAR TO SIMPSON CC66,13" LONGBK-2 BRACKET SIMILAR TO SIMPSON CCQBK-2B CUSTOM BRACKET SIM. TO SIMPSON CCQ, 16"LONGBK-2C CUSTOM BRACKET SIM. TO SIMPSON CCQ, 14"LONGBK-3 BRACKET SIMILAR TO SIMPSON ECCQBK-4 CUSTOM BRACKET SIM. TO SIMPSON CCQ, WITHECCQ WELDED TO CREATE "T" SHAPEBP-1 STEEL PLATE 5 1/2" X 10" X 1/2"BP-2 STEEL PLATE 5 1/2' X 14" X 5/8"BP-3 STEEL PLATE 5 1/2" X 11" X 1/2"BP-4 STEEL PLATE 5 1/2" X 12" X 1/2"BP-5 STEEL PLATE 5 1/2" X 12" X 3/4" BEAR ON CONC.BP-6 STEEL PLATE 5 1/2" X 12" X 5/8" BEAR ON CONC.BP-7 STEEL PLATE 12" X 12" X 3/8" BEAR ON CONC.BP-8 STEEL PLATE 5 1/2" X 14" X 1"NORTH ROOF PLANTER STRUCTURAL NOTES1. THE CALCULATED WEIGHTED AVERAGE FOR TOTAL DESIGN LOADS (LL+ DL) = 120 PSF. THIS LOAD DOES NOT INCLUDE PLANTER WEIGHTS.2. TRUSS FABRICATOR SHALL INCORPORATE PLANTER WEIGHTS INADDITION TO THE STANDARD LOADS BASED ON ASSEMBLY. REFER TOARCHITECTURAL SECTIONS FOR VERIFICATION.3. SOME FRAMING COMPONENTS SUPPORTING THE NORTH GREENROOF TERRACE MAY REQUIRE REDESIGN DURING TRUSS SHOPDRAWING REVIEW PROCESS.4. TRUSS FABRICATOR SHALL REFER TO ARCHITECTURALGREEN ROOF SECTIONS TO VERIFY LOADS BASED ON PROPOSEDASSEMBLY.11 AABDEFGHJKK143587910112@16" Roof Truss16"@16" Roof Truss16"@16" Flr Truss16"@16" Roof Truss16"@2x624"@16" Roof Truss16"@16" Roof Truss16"@16" Roof Truss16"@16" Roof Truss16"@16" Roof Truss16"@16" Roof Truss16"@16" Roof Truss16"@16" Roof Truss16"@16" Roof Truss16"@16" Roof Truss16"@16" Roof Truss16"@2x624"@16" Roof Truss16"@16" Roof Truss16"@2x624"@16" Roof Truss16"@16" Roof Truss16"@16" Roof Truss16"@16" Roof Truss16"@16" Roof Truss16"@16" Roof Truss16"@2x616"@2x624"@2x624"@2x816"S1062@2x816"R-W7R-W1CR-W1DR-W1BR-W1GR-W2R-W7BR-W1BR-W1BR-W1BR-W1BR-W1BR-W1FR-W1FR-W1FR-W1FR-W1FR-W1FR-W8R-W1BR-W1BR-W1BR-W7BR-H1AR-H3R-H3R-H2R-H2R-H2R-H2R-H2R-H2R-H2R-H2R-H2R-H2R-H2R-H2R-H2R-H2R-H2BR-H2AR-H2R-H2R-H2R-H2R-H1CR-H1BR-H5R-H4R-H3R-H3R-H6BR-H6BR-H6CR-H6R-H6AR-W4BR-B7R-B9R-B10R-B13R-B17R-B1616" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARDR-H2(1) PT 2x8 LEDGER(1) PT 2x8 LEDGER@16" Roof Truss16"@16" Roof Truss16"@2x624"(1)1 3/4x16 LEDGER(1)1 3/4x16 LEDGERPT 2X8 LEDGER AT CMU FASTENING (TYP. U.N.O.):(1) ROW 1/2" BOLTS, STAGGERED, 18" O.C.(1) PT 2x8 LEDGERR-W7R-W7R-W11R-W7R-W7R-W7R-W7BR-W7BR-W7BR-W7BR-W7BR-W7BR-W7BR-W7BR-W7BR-W7BR-W7BR-W7BR-W7BR-W7BR-W1R-W1R-W16@16" Roof Truss16"@16" Roof Truss16"R-B54R-B55@16" Flr Truss16"R-B50R-B51R-B52R-B53R-B10AR-B10BR-B10CR-W1BR-B15@2x624"R-B14(2) BAYS OF 2x6 BLOCKING, 32" O.C., TOP AND BOTTOM CHORDS, TYPICAL AT JOIST END BAYS(2) BAYS OF 2x6 BLOCKING, 32" O.C., TOP AND BOTTOM CHORDS, TYPICAL AT JOIST END BAYS(2) BAYS OF 2x6 BLOCKING, 32" O.C., TOP AND BOTTOM CHORDS, TYPICAL AT JOIST END BAYS(2) BAYS OF 2x6 BLOCKING, 32" O.C., TOP AND BOTTOM CHORDS, TYPICAL AT JOIST END BAYSR-B56R-B56AT VERTICAL CHASES, PROVIDE FLR TRUSS FRAMED OPENING W/ HEADER, TYP.@16" Roof Truss16"CONSTRUCT PLATFORMS AS FOLLOWS:5/8" P.T. PLYWOOD SHEATHING BOTTOMP.T. 2X6 FRAMING @ 16" O.C.5/8" P.T. PLYWOOD SHEATHING TOPP.T. 2X6 BLOCKING AT 5'-0" O.C. AT LARGE PLATFORM, 16" O.C. AT SMALL PLATFORM. @2x616"2X6 @ 16"LINE OF MECHANICAL PENTHOUSE ABOVECCR-B57R-B58R-H1ER-H1E@16" Flr Truss16"R-H8J1, P3J1, P1J2, P1P 2P1P2P4P4P4J2, P1P2P2P2P2NOTE: AT BEAM R-B56, IN ADDITION TO ROOF AND FLOOR LOADS, 82LBS PER LIN. FEET DUE TO WEIGHT OF HOT WATER HEAT PUMPS ON NORTH WALL(1) 1 3/4 X 16" LEDGER16' - 0"16' - 7"16'-0" X 16'-7" STRUCTURAL PLATFORM CENTERED ON WATER TANKS. PLATFORM AND WATER TANKS IMPOSE ADDITIONAL LOAD ON TRUSSES OF 164 PSF.3'-0" X 3'-0" STRUCTURAL PLATFORM CENTERED ON WATER HEATER. PLATFORM AND WATER HEATER IMPOSE ADDITIONAL LOAD ON TRUSSES OF 50 PSF.11LOAD BEARING WALL BELOW - SEE ARCH. DWGS. FOR WALL TYPESHEAR WALL BELOW - SEE ARCH. DWGS. FOR WALL TYPEPOST BELOW - SEE BEAM AND HEADER SCHEDULESBEAM HANGER - SEE BEAM AND HEADER SCHEDULES@2x816"@2x816"LEDGER FASTENING:(1) ROW 1/2" BOLTS, STAGGERED, 18" O.C.W 8X15 HOIST BEAM@2x1212"@2x816"2x8 RIM2x8 RIM2x8 RIMPR-H72x8 RIMPR-H72x8 RIM2x12 RIM2x12 RIM2x8 RIM2x12 RIMHEAT PUMPEXHAUST FANERVLEGENDERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTIONAs indicatedRRRROOOOOOOOFFFF FFFFRRRRAAAAMMMMIIIINNNNGGGG PPPPLLLLAAAANNNNSSSS111100006666Taitem110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 3/32" = 1'-0"1ROOF FRAMING PLANWOOD POST SCHEDULETYPE MARK TYPEP1 (1) 2x6P2 (2) 2x6P3 (3) 2x6P3LVL (3) 2x6 LVLP4 (4) 2x6P5 (5) 2x6P6 (6) 2x6POST SCHEDULE NOTES1. ALL POSTS ARE KING STUDS, UNLESS OTHERWISENOTED2. FULLY BLOCK FLOOR CAVITY AT POSTS WITH SAMENUMBER OF STUDS3. LVL STUDS: 1.7E 2650 FBGENERAL FRAMING PLAN NOTES1. TRUSSES SHALL BE JOIST HANGERED TO RIM BOARD WHERE RIM SERVES AS THE HEADER.2. ALL LVL FRAMING TO BE 2.0E 3100FB3. 16" LADDER TRUSS OCCURS AT TOP OF ALL INTERIOR SHEAR WALLS. LADDER TRUSS MUST BE INSTALLED ON CORRECT SIDE OF SHEAR WALL FORALIGNMENT OF DRAG STRUT AND TRUSS (WHERE APPLICABLE), AND TO AVOID CONFLICT WITH WINDOWS. INSTALL ON THE SIDE THAT HAS THELABEL "16" LADDER TRUSS ON SHEAR WALL".4. SEE S107 /S107.1, SHEAR WALL KEY PLAN, FOR SHEAR WALL LINES. ALIGN TRUSS WITH SHEAR WALL LINES AS INDICATED ON FRAMING PLANS TOFACILITATE FASTENING OF PLYWOOD. SEE "DRAG STRUT / PLYWOOD FASTENING SCHEDULE AT SHEAR WALL LINES" ON S107 FOR DETAILS.5. INSTALL BLOCKING FOR DRAG STRUTS AS SHOWN. SEE S107, SHEAR WALL KEY PLAN, FOR FURTHER DRAG STRUT INFORMATION AND NAILING.6. FASTENING FOR ALL FLOOR SHEATHING SHALL BE 10d NAILS WITH A 6-12 PATTERN EXCEPT AS INDICATED ON "DRAG STRUT / PLYWOOD FASTENINGSCHEDULE AT SHEAR WALL LINES ON SHEET S107.7. FASTEN SHEATHING TO END BLOCKING WITH EDGE SPACING PATTERN.8. IF EXTERIOR AND/OR INTERIOR SHEAR WALL SYSTEM IS PANELIZED, ALL PANELS SHALL BE FASTENED PER 9/S2059. TOP PLATES AT INTERSECTING WALLS SHOULD BE SPLICED TO ENSURE PROPER CONNECTION (SHEAR AND BEARING WALLS).10. AT BOTTOM PLATE AND AT TOP PLATE, AT EA. FLOOR, STRAP CORNERS WITH (1) SIMPSON CS20 STRAP, MIN. OVERLAP 1'-0" EA. END, TYP. ALLEXTERIOR PERIMETER WALLS. SEE DETAIL 10/ S20511. AT SHEAR AND/ OR BEARING WALL TOP PLATES AND /OR BOTTOM PLATES THAT ARE NOTCHED OR DRILLED DUE TO PLUMBING, PROVIDE STRAPSACROSS THE PLATES USING SIMPSON LSTA18.WALL FRAMING SCHEDULEFLOOR FRAMINGALL EXTERIOR WOOD FRAMED WALLS / SHEAR WALLS5: 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT4: 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT3: 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT2: (2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHTINTERIOR LOAD-BEARING WOOD FRAMED WALLS / SHEAR WALLS5: 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT4: 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT3: (2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT2: (2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHTINTERIOR NON LOAD-BEARING SHEAR WALLS2-5 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHTJACK SCHEDULETYPE MARK TYPEJ1 (1) 2X6J2 (2) 2X6J3 (3) 2X6J4 (4) 2X6J5 (5) 2X6J6 (6) 2X6JACK SCHEDULE NOTES1. ADD KING STUD AT ALL JACK STUD LOCATIONS2. FULLY BLOCK FLOOR CAVITY AT JACKS WITH SAMENUMBER OF STUDSUPPER FLOORS FRAMING PLAN LEGENDROOF - EXTERIOR WALL HEADER SCHEDULETYPEMARKNOMINALOPENINGDESCRIPTION TYPE FLUSH /DROPPEDBEARING (EA.END)COMMENTSR-W1 9-0 EXTERIOR WINDOW/ DOOR HEADER RIM SERVES AS HEADER FLUSH P2 FRAMING PERPENDICULARR-W1B 9-0 EXTERIOR WINDOW/ DOOR HEADER RIM SERVES AS HEADER FLUSH P1 FRAMING PARALLELR-W1C 8-0 EXTERIOR WINDOW/ DOOR HEADER RIM SERVES AS HEADER FLUSH P1 FRAMING PARALLEL. SEE NOTE 2R-W1D 9-0 EXTERIOR WINDOW/ DOOR HEADER RIM SERVES AS HEADER FLUSH P2 FRAMING PERPENDICULARR-W1F 9-0 EXTERIOR WINDOW/ DOOR HEADER SISTER RIM W/ (1) 1 3/4 X 16 LVL FLUSH P2 FRAMING PERPENDICULARR-W1G 9-0 EXTERIOR WINDOW/ DOOR HEADER SISTER RIM W/ (1) 1 3/4 X 16 LVL FLUSH P2 FRAMING PERPENDICULARR-W2 6-0 EXTERIOR WINDOW/ DOOR HEADER RIM SERVES AS HEADER FLUSH P2 FRAMING PERPENDICULARR-W4B 3-0 EXTERIOR WINDOW/ DOOR HEADER RIM SERVES AS HEADER FLUSH P1 FRAMING PARALLEL. SEE NOTE 2R-W7 8-8 EXTERIOR WINDOW/ DOOR HEADER SISTER RIM W/ (1) 1 3/4 X 16 LVL FLUSH P2 FRAMING PERPENDICULARR-W7B 8-8 EXTERIOR WINDOW/ DOOR HEADER RIM SERVES AS HEADER FLUSH P1 FRAMING PARALLELR-W8 7-8 EXTERIOR WINDOW/ DOOR HEADER RIM SERVES AS HEADER FLUSH P2 FRAMING PERPENDICULARR-W11 9-0 EXTERIOR WINDOW/ DOOR HEADER SISTER RIM W/ (1) 1 3/4 X 16 LVL FLUSH P2 FRAMING PERPENDICULARROOF - INTERIOR BEARING WALL HEADER SCHEDULETYPEMARKNOMINALOPENINGDESCRIPTION TYPEFLUSH /DROPPEDBEARING (EA. END, U.N.O.)R-H1A 3-4 DOOR HEADER RIM SERVES AS HEADER FLUSH P2R-H1B 3-4 DOOR HEADER RIM SERVES AS HEADER FLUSH P2R-H1C 3-4 DOOR HEADER RIM SERVES AS HEADER FLUSH P2R-H1E 3-4 DOOR HEADER RIM SERVES AS HEADER FLUSH P1, SEE NOTE 2R-H2 3-4 DOOR HEADER RIM SERVES AS HEADER FLUSH P1R-H2A 3-4 DOOR HEADER RIM SERVES AS HEADER FLUSH P1R-H2B 3-4 DOOR HEADER RIM SERVES AS HEADER FLUSH P2R-H3 5-0 CORRIDOR HEADER (2) 2x6 FLUSH P2R-H4 5-0 CORRIDOR HEADER (2) 2x6 FLUSH P2R-H5 6-0 CORRIDOR HEADER (3) 2x6 FLUSH AT NORTH, HG-2 HUNG ON LEDGER, AT SOUTH , HG-2 HUNG ON R-H2AR-H6 3-4 DOOR HEADER (2) 2X8DROPPED J1R-H6A 3-4 DOOR HEADER (2) 2X8DROPPED J1R-H6B 3-4 DOOR HEADER (3) 2X8DROPPED SEE PLAN. SHARES POST - SEE NOTE 1R-H6C 3-4 DOOR HEADER (3) 2X8DROPPED J1R-H8 3-4 DOOR HEADER (2) 2X8DROPPED J1ROOF - BEAM SCHEDULEMARK TYPEFLUSH /DROPPEDBEARING (EA. END,U.N.O.)ADDITIONALINFORMATIONR-B16 (3) 2x6 FLUSH P1, HG-1R-B17 (2) 2x8 DROPPED J1R-B50 (3)1 3/4x9 1/2 2.0E LVL DROPPED SEE PLAN SEE NOTES 1, 6R-B51 (3)1 3/4x9 1/2 2.0E LVL DROPPED SEE PLAN SEE NOTES 1, 6R-B52 (3)1 3/4x9 1/2 2.0E LVL DROPPED SEE PLAN SEE NOTES 1, 6R-B53 (3)1 3/4x9 1/2 2.0E LVL DROPPED SEE PLAN SEE NOTES 1, 6R-B54 16" TRUSS GIRDER FLUSH WEST HG-4, SEE PLAN SEE NOTE 1R-B55 16" TRUSS GIRDER FLUSH SEE PLAN SEE NOTE 1R-B56 16" TRUSS GIRDER OR(2) 1 3/4X16 LVL FLUSH HG-6, P4, P4, P3 (WEST TOEAST)R-B57 16" LSL 1.3E 1750 FBRIM BOARD FLUSH P2R-B58 (2) 2x6 DROPPED J1ROOF - BEAM SCHEDULEMARK TYPEFLUSH /DROPPEDBEARING (EA. END,U.N.O.)ADDITIONALINFORMATIONR-B7 (4) 2x6 FLUSH P2, HG-1RR-B9 (2)1 3/4x16 LVL FLUSH SEE PLANR-B10 (3) 2x8 DROPPED SOUTH J1, NORTH HG-3R-B10A 16" LSL 1.3E 1750 FBRIM BOARD FLUSH SEE PLAN SEE NOTE 1R-B10B 16" LSL 1.3E 1750 FBRIM BOARD FLUSH SEE PLAN SEE NOTE 1R-B10C (3) 2x8 DROPPED WEST J1, EAST J1R-B13 (3) 2x12 DROPPED J2R-B14 (2)1 3/4x7 1/4 LVL DROPPED J1R-B15 16" LSL 1.3E 1750 FBRIM BOARD FLUSH P1BEAM HANGER SCHEDULETYPE MARKMIN. CAPACITYREQ'DMANUFACTURER/MODEL *520 LBSHG-1 1200 LBSHG-1R 1200 LBSHG-2 1000 LBSHG-3 2300 LBSHG-4 520 LBSHG-5 4400 LBSHG-6 5800 LBSHG-7 1600 LBSHG-8 1900 LBSHG-9 1720 LBSHG-10 2400 LBS* SUBMIT FOR REVIEW AND APPROVAL 3/32" = 1'-0"2STAIR / ELEVATOR CORE ROOF FRAMING PLANPR-H7 3-4 DOOR HEADER 2X8 SISTERED TO 2X8 RIM FLUSH CMU WALLHEADER AND BEAM SCHEDULE NOTES1. SHARES POST WITH ADJACENT BEAM - SIZE OF SHARED POST TAKES INTO ACCOUNT LOAD FROM BOTH BEAMS AND IS THE TOTAL REQ'D FOR BOTH2. WHERE NO BEAM / HEADER EXISTS AT THE SAME LOCATION ON FLOOR BELOW, THE SAME NUMBER OF BEARING POSTS SHOULD CONTINUE AT SAME LOCATION DOWN TO BEARING ONTHE 2ND FLOOR CONCRETE PLANK, OR TO INTERVENING STEEL BEAM OR JOIST GIRDER WHERE IT OCCURS, TYPICAL.3. BEAM BEARING REQUIRES TOP BRACKET AND/OR BASE PLATE AT SUPPORTING POSTS. SEE BRACKET / PLATE SCHEDULE4. SEE PLAN FOR APPROPRIATE BALCONY DETAIL REFERENCE. SEE REFERENCED DETAIL FOR HANGER / BRACKET WHERE REQUIRED5. FASTEN (4) 7 1/4" LVLS AS FOLLOWS: (2) ROWS 5/8" BOLTS 18" O.C. DISTANCE FROM CENTER OF BOLT TO TOP OR BOTTOM OF LVL SHALL BE 2"6. CONTINUOUS BEAM - PLIES SHALL BE SPLICED, AT LEAST ONE PLY CONTINUOUS OVER ANY POSTNO SCALE3ROOF MECHANICAL UNIT KEY PLANROOFTOP MECHANICAL EQUIPMENT STRUCTURAL NOTES1. SEE ROOF MECHANICAL UNIT KEY PLAN BELOW. FOR LARGER PLAN OFROOF MECHANICAL EQUIPMENT LOCATION, REFER TO DRAWING M1062. TRUSS MANUFACTURER SHALL ADD MECHANICAL EQUIPMENT LOADS TOROOF TRUSSES BASED ON EQUIPMENT DIMENSIONS AND WEIGHTSLOCATED ON SCHEULES ON DRAWING M001. SOME FRAMING MEMBERSMAY NEED TO BE REDESIGNED DURING SHOP DRAWING REVIEW.3. ADD BLOCKING AND FRAMING AS REQ'D FOR MECHANICAL EQUIPMENTSUPPORT BETWEEN TRUSSES.4. WEIGHTS OF ERVs AND EXHAUST FANS SHALL BE DISTRIBUTED ON THETRUSS BASED ON UNIT CURB SIZE AND PERIMETER.11 SW2SW3SW4SW5SW6SW8SW10SW12SW1SW14SW14SW15SW15SW16SW18SW7SW9.1SW11SW13SWASWASWCSWD.2SWE.2SWHSWJSWMSWOSWRDS-2DS-3DS-LSWK.2SWLSWQSW3ASWBSWFSWGSWE.1SWD.1SWNSWK.1SW9.2SW17DS-4DS-8DS-10DS-15DS-K.2DS-GDS-E.2DS-D.2DS-CDS-HSWP(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(2) HOLD-DOWNS(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(2) HOLD-DOWNS(2) HOLD-DOWNS(1) HOLD-DOWN(1) HOLD-DOWN(2) HOLD-DOWNS(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(2) HOLD-DOWNS(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(2) HOLD-DOWNS(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWNDS-PPORTAL FRAME 1AHOLD DOWNS - SEE SECTIONHOLD DOWNS - SEE SECTIONHOLD DOWNS - SEE SECTIONHOLD DOWNS - SEE SECTION1S2077S207TYP7S207TYPDS-HBDS-5DS-6DS-12DS-14DS-14BDS-OS20714SIMS20714SIMS20714SIMS20714SIMS20714SIMS20714SIMS20714SIMS20714SIMS20714SIMS20714SIMS20714SIMSW6.1SHEAR WALL LINESHEAR WALL LINE SEGMENTONE OR MORE HOLD-DOWNS - SEE DETAILDRAG STRUT OR AGGRESSIVE FASTENING - SEE DRAG STRUT / PLYWOOD FASTENING SCHEDULEHOLD-DOWNDS - 1A.1SW1ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTIONAs indicatedSSSSHHHHEEEEAAAARRRR WWWWAAAALLLLLLLL KKKKEEEEYYYY PPPPLLLLAAAANNNNAAAASSSS111100007777Taitem110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 1/16" = 1'-0"1SHEAR WALL KEY PLAN A (2ND AND 3RD FLRS)SHEAR WALL KEY PLAN LEGENDSHEAR WALL SCHEDULE A (SECOND AND THIRD FLOORS)SHEARWALLLINESHEATHING AND FASTENERSFASTENINGPATTERNWALL STUDS SIZE AND SPACINGHOLD DOWNCOMPRESSIONSTUDSSHEARTRANSFERCLIPSFLOOR 2SW1 7/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A" 6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD (5) 2X6, MIN. (21) A35 CLIPSSW2 7/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A" 4-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD (6) 2X6, MIN. (22) A35 CLIPSSW3 7/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A" 4-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD (6) 2X6, MIN. (22) A35 CLIPSSW3A PORTAL FRAME - SEE 1/S207SIMPSON DTT2Z - SEE 1/S207 SEE FRAM. PLANS (21) A35 CLIPSSW4 7/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A" 4-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD (5) 2X6, MIN. (17) A35 CLIPSSW5 CMU WALLSW6 CMU WALLSW7 7/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A" 6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD (5) 2X6, MIN. (21) A35 CLIPSSW8 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU11-SDS 2.5 WITH 1" ROD (4) 2X6, MIN. (27) A35 CLIPSSW9.1 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 4-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU11-SDS 2.5 WITH 1" ROD (4) 2X6, MIN. (24) A35 CLIPSSW9.2 7/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A"6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD (5) 2X6, MIN. (21) A35 CLIPSSW10 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 4-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU11-SDS 2.5 WITH 1" ROD (4) 2X6, MIN. (27) A35 CLIPSSW11 7/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A" 6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD (5) 2X6, MIN. (21) A35 CLIPSSW12 7/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A" 6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD (5) 2X6, MIN. (21) A35 CLIPSSW13 7/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A" 6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD (5) 2X6, MIN. (21) A35 CLIPSSW14 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 4-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU11-SDS 2.5 WITH 1" ROD (4) 2X6, MIN. (24) A35 CLIPSSW15 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 4-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU11-SDS 2.5 WITH 1" ROD (4) 2X6, MIN. (24) A35 CLIPSSW16 NOT USED THIS FLOORSW17 7/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A" 6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD (5) 2X6, MIN. (21) A35 CLIPSSW18 7/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A" 6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD (5) 2X6, MIN. (21) A35 CLIPSSWA 7/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A" 6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD (5) 2X6, MIN. (21) A35 CLIPSSWB NOT USED THIS FLOORSWC 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU11-SDS 2.5 WITH 1" ROD (4) 2X6, MIN. (27) A35 CLIPSSWD.1 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 4-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU11-SDS 2.5 WITH 1" ROD (4) 2X6, MIN. (27) A35 CLIPSSWD.2 7/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A"6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD (5) 2X6, MIN. (21) A35 CLIPSSWE.1 7/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A"6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD (5) 2X6, MIN. (21) A35 CLIPSSWE.2 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 4-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU11-SDS 2.5 WITH 1" ROD (4) 2X6, MIN. (27) A35 CLIPSSWF 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU11-SDS 2.5 WITH 1" ROD (4) 2X6, MIN. (24) A35 CLIPSSWG 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU11-SDS 2.5 WITH 1" ROD (4) 2X6, MIN. (27) A35 CLIPSSWH 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU11-SDS 2.5 WITH 1" ROD (4) 2X6, MIN. (24) A35 CLIPSSWJ 7/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A" 6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD (5) 2X6, MIN. (21) A35 CLIPSSWK.1 7/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A"6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD (5) 2X6, MIN. (21) A35 CLIPSSWK.2 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 4-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU11-SDS 2.5 WITH 1" ROD (4) 2X6, MIN. (27) A35 CLIPSSWL 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU11-SDS 2.5 WITH 1" ROD (4) 2X6, MIN. (27) A35 CLIPSSWM 7/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A" 6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD (5) 2X6, MIN. (21) A35 CLIPSSWN 7/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A" 6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD (5) 2X6, MIN. (21) A35 CLIPSSWO 7/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A" 6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD (5) 2X6, MIN. (21) A35 CLIPSSWP CMU WALLSWQ 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU11-SDS 2.5 WITH 1" ROD (4) 2X6, MIN. (27) A35 CLIPSSWR 7/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A" 6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD (5) 2X6, MIN. (21) A35 CLIPSFLOOR 3SW1 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205HDU8-SDS 2.5 WITH 7/8" ROD (4) 2X6, MIN. (16) A35 CLIPSSW2 7/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A" 4-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU11-SDS 2.5 WITH 1" ROD (4) 2X6, MIN. (14) A35 CLIPSSW3 7/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A" 4-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU11-SDS 2.5 WITH 1" ROD (4) 2X6, MIN. (14) A35 CLIPSSW3A PORTAL FRAME - SEE 1/S207SIMPSON DTT2Z - SEE 1/S207 SEE FRAM. PLANSSW4 7/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A" 6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205HDU8-SDS 2.5 WITH 7/8" ROD (4) 2X6, MIN. (12) A35 CLIPSSW5 CMU WALLSW6 CMU WALLSW7 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205HDU8-SDS 2.5 WITH 7/8" ROD (4) 2X6, MIN. (16) A35 CLIPSSW8 5/8" GWB BOTH SIDES, FASTENER TYPE "B" 7" O.C. SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM. SIMPSON HTT5KT WITH 5/8" ROD (3) 2X6, MIN. (20) A35 CLIPSSW9.1 5/8" GWB BOTH SIDES, FASTENER TYPE "B" 7" O.C. SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM. SIMPSON HTT5KT WITH 5/8" ROD (3) 2X6, MIN. (18) A35 CLIPSSW9.2 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 4-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205HDU8-SDS 2.5 WITH 7/8" ROD (4) 2X6, MIN. (16) A35 CLIPSSW10 5/8" GWB BOTH SIDES, FASTENER TYPE "B" 7" O.C. SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM. SIMPSON HTT5KT WITH 5/8" ROD (3) 2X6, MIN. (20) A35 CLIPSSW11 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 4-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205HDU8-SDS 2.5 WITH 7/8" ROD (4) 2X6, MIN. (16) A35 CLIPSSW12 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 4-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205HDU8-SDS 2.5 WITH 7/8" ROD (4) 2X6, MIN. (16) A35 CLIPSSW13 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 4-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205HDU8-SDS 2.5 WITH 7/8" ROD (4) 2X6, MIN. (16) A35 CLIPSSW14 5/8" GWB BOTH SIDES, FASTENER TYPE "B" 7" O.C. SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM. SIMPSON HTT5KT WITH 5/8" ROD (3) 2X6, MIN. (18) A35 CLIPSSW15 5/8" GWB BOTH SIDES, FASTENER TYPE "B" 7" O.C. SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM. SIMPSON HTT5KT WITH 5/8" ROD (3) 2X6, MIN. (18) A35 CLIPSSW16 NOT USED THIS FLOORSW17 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 4-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205HDU8-SDS 2.5 WITH 7/8" ROD (4) 2X6, MIN. (16) A35 CLIPSSW18 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 4-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205HDU8-SDS 2.5 WITH 7/8" ROD (4) 2X6, MIN. (16) A35 CLIPSSWA 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205HDU8-SDS 2.5 WITH 7/8" ROD (4) 2X6, MIN. (16) A35 CLIPSSWB NOT USED THIS FLOORSWC 5/8" GWB BOTH SIDES, FASTENER TYPE "B" 7" O.C. SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM. SIMPSON HTT5KT WITH 5/8" ROD (3) 2X6, MIN. (20) A35 CLIPSSWD.1 5/8" GWB BOTH SIDES, FASTENER TYPE "B" 7" O.C. SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM. SIMPSON HTT5KT WITH 5/8" ROD (3) 2X6, MIN. (20) A35 CLIPSSWD.2 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 4-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205HDU8-SDS 2.5 WITH 7/8" ROD (4) 2X6, MIN. (16) A35 CLIPSSWE.1 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 4-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205HDU8-SDS 2.5 WITH 7/8" ROD (4) 2X6, MIN. (16) A35 CLIPSSWE.2 5/8" GWB BOTH SIDES, FASTENER TYPE "B" 7" O.C. SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM. SIMPSON HTT5KT WITH 5/8" ROD (3) 2X6, MIN. (20) A35 CLIPSSWF 5/8" GWB BOTH SIDES, FASTENER TYPE "B" 7" O.C. SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM. SIMPSON HTT5KT WITH 5/8" ROD (3) 2X6, MIN. (18) A35 CLIPSSWG 5/8" GWB BOTH SIDES, FASTENER TYPE "B" 7" O.C. SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM. SIMPSON HTT5KT WITH 5/8" ROD (3) 2X6, MIN. (20) A35 CLIPSSWH 5/8" GWB BOTH SIDES, FASTENER TYPE "B" 7" O.C. SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM. SIMPSON HTT5KT WITH 5/8" ROD (3) 2X6, MIN. (18) A35 CLIPSSWJ 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205HDU8-SDS 2.5 WITH 7/8" ROD (4) 2X6, MIN. (16) A35 CLIPSSWK.1 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 4-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205HDU8-SDS 2.5 WITH 7/8" ROD (4) 2X6, MIN. (16) A35 CLIPSSWK.2 5/8" GWB BOTH SIDES, FASTENER TYPE "B" 7" O.C. SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM. SIMPSON HTT5KT WITH 5/8" ROD (3) 2X6, MIN. (20) A35 CLIPSSWL 5/8" GWB BOTH SIDES, FASTENER TYPE "B" 7" O.C. SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM. SIMPSON HTT5KT WITH 5/8" ROD (3) 2X6, MIN. (20) A35 CLIPSSWM 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205HDU8-SDS 2.5 WITH 7/8" ROD (4) 2X6, MIN. (16) A35 CLIPSSWN 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205HDU8-SDS 2.5 WITH 7/8" ROD (4) 2X6, MIN. (16) A35 CLIPSSWO 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205HDU8-SDS 2.5 WITH 7/8" ROD (4) 2X6, MIN. (16) A35 CLIPSSWP CMU WALLSWQ 5/8" GWB BOTH SIDES, FASTENER TYPE "B" 7" O.C. SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM. SIMPSON HTT5KT WITH 5/8" ROD (3) 2X6, MIN. (20) A35 CLIPSSWR 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205HDU8-SDS 2.5 WITH 7/8" ROD (4) 2X6, MIN. (16) A35 CLIPSSHEAR WALL SCHEDULE NOTES1. SHEAR WALL FASTENING PATTERN: FIRST NUMBER REFERS TO EDGE NAILING PATTERN, SECOND NUMBER REFERS TO FIELD NAILING PATTERN. FOR EXAMPLE: 6/12 = 6" EDGE, 12" FIELD NAILING PATTERN2. SEE WALL FRAMING SCHEDULE ON FRAMING PLANS SHEETS FOR STUD SIZE, SPACING, TYPE AND BLOCKING AT EXTERIOR AND LOAD BEARING INTERIOR WALLS THAT, IN SOME CASES, ALSO ACT AS SHEAR WALLS. FOR NON-LOAD BEARINGINTERIOR SHEAR WALLS, SEE SHEAR WALL SCHEDULE FOR REQUIRED STUD SIZE, SPACING, TYPE AND BLOCKING3. SHEAR TRANSFER CLIPS TO BE SIMPSON HSLQ37-SDS2.5 UNLESS OTHERWISE NOTED. SEE SCHEDULE FOR QUANTITY REQUIRED PER SHEAR WALL LINE SEGMENT. CLIPS SHALL BE EQUALLY SPACED OVER FULL SHEATHED SHEAR WALL PANELS.DO NOT INSTALL CLIPS OVER WINDOW OR DOOR OPENINGS. SEE SHEAR WALL KEY PLAN FOR DETAIL REFERENCE. AS ALTERNATE TO CLIPS, SEE DETAIL 7/S204 FOR FASTENING.4. SHEATHING SHALL BE FASTENED TO WALL BLOCKING WITH THE EDGE PATTERN SPACING.5. WHERE SHEATHING OCCURS ON BOTH FACES OF THE SHEAR WALL AND THE EDGE NAILING SPACING IS LESS THAN 6", SHEATHING JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT STUDS (SHEATHING JOINTS SHALL BE STAGGERED FROM ONESIDE TO THE OTHER).6. SHEATHING SHALL BE FASTENED TO RIM WITH MIN. OF (3) ROWS OF 10 PENNY BY 1 1/2" NAILS AT 12" O.C.7. SHEATHING SHALL BE FASTENED TO BOTTOM TOP PLATE OF WALL AT 12" O.C.8. FOR EXTERIOR WALL PANELIZED SYSTEM, PROVIDE BLOCKING AS REQUIRED AT PANEL EDGES TO BE FASTENED WITH EDGE NAILING PATTERN.9. SHEATHING SHALL BE FASTENED TO SILL/SOLE PLATE WITH EDGE NAILING PATTERN.10. STANDARD HOLD-DOWN ALTERNATE FOR SHEAR WALLS DOES NOT REQUIRE INSTALLATION OF END STUDS. ONLY PROVIDE COMPRESSION STUDS PER SHEAR WALL SCHEDULE.11. SHEATHING TO SHEAR WALL COMPRESSION STUDS/POSTS SHALL BE AS FOLLOWS: TWO CLOSEST STUDS TO ROD SHALL BE 12" O.C. STAGGERED FROM ONE STUD TO THE OTHER. ALL OTHER COMPRESSION STUDS SHALL BE FASTENED WITH FIELDPATTERN STAGGERED FROM STUD TO STUD.12. STANDARD SIMPSON HOLD-DOWNS PER SHEAR WALL SCHEDULE. RODS FOR HOLD-DOWNS AS FOLLOWS: HD3B AND HD5B - 5/8" ROD, HD7B AND HD9B - 7/8" ROD, HD12 - 1" RODDRAG STRUT SCHEDULEDrag Strut MarkDS-2DS-3DS-4DS-5DS-6DS-8DS-10DS-12DS-14DS-14BDS-15DS-CDS-D.2DS-E.2DS-GDS-HDS-HBDS-K.2DS-LDS-ODS-PDRAG STRUT SCHEDULE NOTES1. ALL DRAGS SHALL BE ACHIEVED BY FASTENING FLOOR SHEATHING W/ GLUE AND NAILS. NAILS SHALL BE@ 6" O.C. FOR BOTH EDGE AND FIELD. INSTALL 2X BLOCKING AS REQUIRED TO ACHIEVE DRAG LINE.2. ADDITIONAL NAILING FOR FASTENING STRAP TO BLOCKING: (2) NAILS PER BLOCKING BAY. WHERE STRAPPASSES PARALLEL TO JOIST OVER CORRIDOR, PROVIDE NAILING 6" O.C. WITH SAME TYPE NAILING ASENDS ON EA. 2X BELOW.3. WHERE SCHEDULED STRAP IS WIDER THAN FRAMING MEMBER BELOW, ADD 2X8 BLOCKING AS REQ'D TOACHIEVE NECESSARY WIDTH.4. SEE SHEAR WALL KEY PLAN FOR TYPICAL PLYWOOD FASTENING AND DRAG STRUT DETAILS.5. AT SHEAR WALL LINES, PLYWOOD TO BE GLUED AND NAILING ALONG TOP OF FLOOR TRUSS TO BE 6" O.C.6. ALL DRAGS SHALL BE CONTINUOUS WHERE POSSIBLE. OTHERWISE PROVIDE AN ADDITIONAL 2XSTRONGBACK TO CREATE CONTINUITY OF DRAG STRUT.WALL SILL PLATE ANCHORAGE TO PLANK1. ALL PERIMETER SHEAR WALLS SILL PLATE SHALL BE ANCHORED TO CONCRETE PLANK/ STEEL BEAM / BENT PLATE WITH F1554 5/8" DIA. ANCHOR BOLT AT 32" OC.2. ALL INTERIOR SHEAR WALLS SILL PLATE SHALL BE ANCHORED TO CONCRETE PLANK BELOW WITH 3/8" DIA. SIMPSON TITEN HD @ 8" O.C., 3" MIN. EMBEDMENT.3. LOAD BEARING WALLS NOT SHOWN ON THE SHEAR WALL KEY PLAN - SILL SHALL BE ANCHORED TO CONCRETE PLANK BELOW WITH 3/8" DIA. SIMPSON TITEN HD @ 24" O.C. 3" MIN. EMBEDMENT.SHEAR WALL GWB / SHEATHING FASTENERSTYPEDESCRIPTIONA 10D x 1-1/2" NAILSB 6D COOLER (0.092"x1-7/8", 1/4" HEAD) OR WALLBOARD NAIL (0.0915"x1-7/8", 19/64" HEAD) OR 0.12" NAIL x 1-3/4" LONG, MIN. 3/8" HEAD111 SHEAR WALL LINESHEAR WALL LINE SEGMENTONE OR MORE HOLD-DOWNS - SEE DETAILDRAG STRUT OR AGGRESSIVE FASTENING - SEE DRAG STRUT / PLYWOOD FASTENING SCHEDULEHOLD-DOWNDS - 1A.1SW1SW4SW5SW6SW8SW10SW12SW14SW14SW15SW15SW16SW18SW7SW9.1SW11SW13SWCSWD.2SWE.2SWHSWJSWMSWOSWRSWK.2SWLSWQSW3ASWBSWFSWGSWE.1SWD.1SWNSWK.1SW9.2SW17DS-LDS-8DS-10DS-15DS-K.2DS-GDS-E.2DS-D.2DS-CDS-HSWP(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(2) HOLD-DOWNS(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWNDS-PPORTAL FRAME 1AHOLD DOWNS - SEE SECTIONHOLD DOWNS - SEE SECTIONHOLD DOWNS - SEE SECTIONHOLD DOWNS - SEE SECTION1S207(1) HOLD-DOWNDS-5DS-6S20714SIMS20714SIMS20714SIMS20714SIM(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWNDS-12(2) HOLD-DOWNS(2) HOLD-DOWNS(2) HOLD-DOWNS(2) HOLD-DOWNSDS-14S20714SIMS20714SIMDS-14BS20714SIM(1) HOLD-DOWN(1) HOLD-DOWN(2) HOLD-DOWNS(1) HOLD-DOWN(1) HOLD-DOWNDS-OS20714SIMS20714SIMSW6.1SW2SW3SW4SW5SW6SW8SW10SW12SW1SW14SW14SW15SW15SW16SW18SW7SW9.1SW11SW13SWASWASWCSWD.2SWE.2SWHSWJSWMSWOSWRSWK.2SWLSWQSW3ASWBSWFSWGSWE.1SWD.1SWNSWK.1SW9.2SW17DS-2DS-3DS-LDS-4DS-8DS-10DS-15DS-K.2DS-GDS-E.2DS-D.2DS-CDS-HSWP(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(2) HOLD-DOWNS(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(2) HOLD-DOWNS(2) HOLD-DOWNSDS-P(1) HOLD-DOWNPORTAL FRAME 1AHOLD DOWNS - SEE SECTIONHOLD DOWNS - SEE SECTIONHOLD DOWNS - SEE SECTIONHOLD DOWNS - SEE SECTION1S207(1) HOLD-DOWNDS-HBDS-5DS-6(1) HOLD-DOWN(1) HOLD-DOWNDS-12(2) HOLD-DOWNS(2) HOLD-DOWNSDS-14DS-14B(1) HOLD-DOWN(2) HOLD-DOWNS(1) HOLD-DOWN(1) HOLD-DOWNDS-OS20714SIMS20714SIMS20714SIMS20714SIMS20714SIMS20714SIMS20714SIMS20714SIMS20714SIMS20714SIMS20714SIM(1) HOLD-DOWNSW6.1ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTIONAs indicatedSSSSHHHHEEEEAAAARRRR WWWWAAAALLLLLLLL KKKKEEEEYYYYPPPPLLLLAAAANNNNSSSS BBBB AAAANNNNDDDD CCCCSSSS111100007777....1111Taitem110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SETSHEAR WALL KEY PLAN LEGEND 1/16" = 1'-0"2SHEAR WALL KEY PLAN C (5TH FLR) 1/16" = 1'-0"1SHEAR WALL KEY PLAN B (4TH FLOOR)SHEAR WALL SCHEDULE B (FOURTH FLOOR)SHEARWALL LINESHEATHING AND FASTENERSFASTENINGPATTERNWALL STUDS SIZE AND SPACINGHOLD DOWNSCOMPRESSIONSTUDSSHEARTRANSFERCLIPSFLOOR 4SW1 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HTT4 WITH 5/8" ROD (3) 2X6, MIN. (10) A35 CLIPSSW2 5/8" GWB BOTH SIDES, FASTENER TYPE "B" 7" O.C. SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM. SIMPSON HTT4 WITH 5/8" ROD (2) 2X6, MIN. (8) A35 CLIPSSW3 5/8" GWB BOTH SIDES, FASTENER TYPE "B" 7" O.C. SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM. SIMPSON HTT4 WITH 5/8" ROD (2) 2X6, MIN. (8) A35 CLIPSSW3A PORTAL FRAME - SEE 1/S207SIMPSON DTT2Z - SEE 1/S207 SEE FRAMING PLANSW4 5/8" GWB BOTH SIDES, FASTENER TYPE "B" 7" O.C. SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM. SIMPSON HTT4 WITH 5/8" ROD (3) 2X6, MIN. (8) A35 CLIPSSW5 CMU WALLSW6 CMU WALLSW7 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HTT4 WITH 5/8" ROD (3) 2X6, MIN. (10) A35 CLIPSSW8 5/8" GWB BOTH SIDES, FASTENER TYPE "B" 7" O.C. SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM. SIMPSON HTT4 WITH 5/8" ROD (3) 2X6, MIN. (13) A35 CLIPSSW9.1 5/8" GWB BOTH SIDES, FASTENER TYPE "B" 7" O.C. SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM. SIMPSON HTT4 WITH 5/8" ROD (3) 2X6, MIN. (11) A35 CLIPSSW9.2 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HTT4 WITH 5/8" ROD (3) 2X6, MIN. (10) A35 CLIPSSW10 5/8" GWB BOTH SIDES, FASTENER TYPE "B" 7" O.C. SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM. SIMPSON HTT4 WITH 5/8" ROD (3) 2X6, MIN. (13) A35 CLIPSSW11 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HTT4 WITH 5/8" ROD (3) 2X6, MIN. (10) A35 CLIPSSW12 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HTT4 WITH 5/8" ROD (3) 2X6, MIN. (10) A35 CLIPSSW13 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HTT4 WITH 5/8" ROD (3) 2X6, MIN. (10) A35 CLIPSSW14 5/8" GWB BOTH SIDES, FASTENER TYPE "B" 7" O.C. SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM. SIMPSON HTT4 WITH 5/8" ROD (3) 2X6, MIN. (11) A35 CLIPSSW15 5/8" GWB BOTH SIDES, FASTENER TYPE "B" 7" O.C. SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM. SIMPSON HTT4 WITH 5/8" ROD (3) 2X6, MIN. (11) A35 CLIPSSW16 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HTT4 WITH 5/8" ROD (3) 2X6, MIN. (10) A35 CLIPSSW17 NOT USED THIS FLOORSW18 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HTT4 WITH 5/8" ROD (3) 2X6, MIN. (10) A35 CLIPSSWA NOT USED THIS FLOORSWB 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HTT4 WITH 5/8" ROD (3) 2X6, MIN. (10) A35 CLIPSSWC 5/8" GWB BOTH SIDES, FASTENER TYPE "B" 7" O.C. SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM. SIMPSON HTT4 WITH 5/8" ROD (3) 2X6, MIN. (13) A35 CLIPSSWD.1 5/8" GWB BOTH SIDES, FASTENER TYPE "B" 7" O.C. SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM. SIMPSON HTT4 WITH 5/8" ROD (3) 2X6, MIN. (13) A35 CLIPSSWD.2 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HTT4 WITH 5/8" ROD (3) 2X6, MIN. (10) A35 CLIPSSWE.1 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HTT4 WITH 5/8" ROD (3) 2X6, MIN. (10) A35 CLIPSSWE.2 5/8" GWB BOTH SIDES, FASTENER TYPE "B" 7" O.C. SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM. SIMPSON HTT4 WITH 5/8" ROD (3) 2X6, MIN. (13) A35 CLIPSSWF 5/8" GWB BOTH SIDES, FASTENER TYPE "B" 7" O.C. SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM. SIMPSON HTT4 WITH 5/8" ROD (3) 2X6, MIN. (11) A35 CLIPSSWG 5/8" GWB BOTH SIDES, FASTENER TYPE "B" 7" O.C. SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM. SIMPSON HTT4 WITH 5/8" ROD (3) 2X6, MIN. (13) A35 CLIPSSWH 5/8" GWB BOTH SIDES, FASTENER TYPE "B" 7" O.C. SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM. SIMPSON HTT4 WITH 5/8" ROD (3) 2X6, MIN. (11) A35 CLIPSSWJ 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HTT4 WITH 5/8" ROD (3) 2X6, MIN. (10) A35 CLIPSSWK.1 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HTT4 WITH 5/8" ROD (3) 2X6, MIN. (10) A35 CLIPSSWK.2 5/8" GWB BOTH SIDES, FASTENER TYPE "B" 7" O.C. SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM. SIMPSON HTT4 WITH 5/8" ROD (3) 2X6, MIN. (13) A35 CLIPSSWL 5/8" GWB BOTH SIDES, FASTENER TYPE "B" 7" O.C. SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM. SIMPSON HTT4 WITH 5/8" ROD (3) 2X6, MIN. (13) A35 CLIPSSWM 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HTT4 WITH 5/8" ROD (3) 2X6, MIN. (10) A35 CLIPSSWN 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HTT4 WITH 5/8" ROD (3) 2X6, MIN. (10) A35 CLIPSSWO 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HTT4 WITH 5/8" ROD (3) 2X6, MIN. (10) A35 CLIPSSWP CMU WALLSWQ 5/8" GWB BOTH SIDES, FASTENER TYPE "B" 7" O.C. SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM. SIMPSON HTT4 WITH 5/8" ROD (3) 2X6, MIN. (13) A35 CLIPSSWR 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HTT4 WITH 5/8" ROD (3) 2X6, MIN. (10) A35 CLIPSSHEAR WALL SCHEDULE C (FIFTH FLOOR)SHEARWALL LINESHEATHING AND FASTENERSFASTENINGPATTERNWALL STUDS SIZE AND SPACINGHOLD DOWNSCOMPRESSIONSTUDSSHEAR TRANSFERCLIPSFLOOR 5SW1 NOT USED THIS FLOORSW2 NOT USED THIS FLOORSW3 NOT USED THIS FLOORSW3A 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON LTT19 WITH 1/2" ROD (2) 2X6, MIN. (6) A35 CLIPSSW4 5/8" GWB BOTH SIDES, FASTENER TYPE "B" 7" O.C. SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM. SIMPSON LTT19 WITH 1/2" ROD (2) 2X6, MIN. (4) A35 CLIPSSW5 CMU WALLSW6 CMU WALLSW7 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON LTT19 WITH 1/2" ROD (2) 2X6, MIN. (6) A35 CLIPSSW8 5/8" GWB BOTH SIDES, FASTENER TYPE "B" 7" O.C. SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM. SIMPSON LTT19 WITH 1/2" ROD (2) 2X6, MIN. (6) A35 CLIPSSW9.1 5/8" GWB BOTH SIDES, FASTENER TYPE "B" 7" O.C. SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM. SIMPSON LTT19 WITH 1/2" ROD (2) 2X6, MIN. (6) A35 CLIPSSW9.2 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON LTT19 WITH 1/2" ROD (2) 2X6, MIN. (6) A35 CLIPSSW10 5/8" GWB BOTH SIDES, FASTENER TYPE "B" 7" O.C. SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM. SIMPSON LTT19 WITH 1/2" ROD (2) 2X6, MIN. (6) A35 CLIPSSW11 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON LTT19 WITH 1/2" ROD (2) 2X6, MIN. (6) A35 CLIPSSW12 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON LTT19 WITH 1/2" ROD (2) 2X6, MIN. (6) A35 CLIPSSW13 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON LTT19 WITH 1/2" ROD (2) 2X6, MIN. (6) A35 CLIPSSW14 5/8" GWB BOTH SIDES, FASTENER TYPE "B" 7" O.C. SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM. SIMPSON LTT19 WITH 1/2" ROD (2) 2X6, MIN. (6) A35 CLIPSSW15 5/8" GWB BOTH SIDES, FASTENER TYPE "B" 7" O.C. SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM. SIMPSON LTT19 WITH 1/2" ROD (2) 2X6, MIN. (6) A35 CLIPSSW16 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON LTT19 WITH 1/2" ROD (2) 2X6, MIN. (6) A35 CLIPSSW17 NOT USED THIS FLOORSW18 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON LTT19 WITH 1/2" ROD (2) 2X6, MIN. (6) A35 CLIPSSWA NOT USED THIS FLOORSWB 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON LTT19 WITH 1/2" ROD (2) 2X6, MIN. (6) A35 CLIPSSWC 5/8" GWB BOTH SIDES, FASTENER TYPE "B" 7" O.C. SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM. SIMPSON LTT19 WITH 1/2" ROD (2) 2X6, MIN. (6) A35 CLIPSSWD.1 5/8" GWB BOTH SIDES, FASTENER TYPE "B" 7" O.C. SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM. SIMPSON LTT19 WITH 1/2" ROD (2) 2X6, MIN. (6) A35 CLIPSSWD.2 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON LTT19 WITH 1/2" ROD (2) 2X6, MIN. (6) A35 CLIPSSWE.1 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON LTT19 WITH 1/2" ROD (2) 2X6, MIN. (6) A35 CLIPSSWE.2 5/8" GWB BOTH SIDES, FASTENER TYPE "B" 7" O.C. SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM. SIMPSON LTT19 WITH 1/2" ROD (2) 2X6, MIN. (6) A35 CLIPSSWF 5/8" GWB BOTH SIDES, FASTENER TYPE "B" 7" O.C. SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM. SIMPSON LTT19 WITH 1/2" ROD (2) 2X6, MIN. (6) A35 CLIPSSWG 5/8" GWB BOTH SIDES, FASTENER TYPE "B" 7" O.C. SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM. SIMPSON LTT19 WITH 1/2" ROD (2) 2X6, MIN. (6) A35 CLIPSSWH 5/8" GWB BOTH SIDES, FASTENER TYPE "B" 7" O.C. SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM. SIMPSON LTT19 WITH 1/2" ROD (2) 2X6, MIN. (6) A35 CLIPSSWJ 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON LTT19 WITH 1/2" ROD (2) 2X6, MIN. (6) A35 CLIPSSWK.1 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON LTT19 WITH 1/2" ROD (2) 2X6, MIN. (6) A35 CLIPSSWK.2 5/8" GWB BOTH SIDES, FASTENER TYPE "B" 7" O.C. SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM. SIMPSON LTT19 WITH 1/2" ROD (2) 2X6, MIN. (6) A35 CLIPSSWL 5/8" GWB BOTH SIDES, FASTENER TYPE "B" 7" O.C. SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM. SIMPSON LTT19 WITH 1/2" ROD (2) 2X6, MIN. (6) A35 CLIPSSWM 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON LTT19 WITH 1/2" ROD (2) 2X6, MIN. (6) A35 CLIPSSWN 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON LTT19 WITH 1/2" ROD (2) 2X6, MIN. (6) A35 CLIPSSWO 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON LTT19 WITH 1/2" ROD (2) 2X6, MIN. (6) A35 CLIPSSWP CMU WALLSWQ 5/8" GWB BOTH SIDES, FASTENER TYPE "B" 7" O.C. SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM. SIMPSON LTT19 WITH 1/2" ROD (2) 2X6, MIN. (6) A35 CLIPSSWR 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON LTT19 WITH 1/2" ROD (2) 2X6, MIN. (6) A35 CLIPSSHEAR WALL GWB / SHEATHING FASTENERSTYPEDESCRIPTIONA 10D x 1-1/2" NAILSB 6D COOLER (0.092"x1-7/8", 1/4" HEAD) OR WALLBOARD NAIL (0.0915"x1-7/8", 19/64" HEAD) OR 0.12" NAIL x 1-3/4" LONG, MIN. 3/8" HEADSHEAR WALL GWB / SHEATHING FASTENERSTYPEDESCRIPTIONA 10D x 1-1/2" NAILSB 6D COOLER (0.092"x1-7/8", 1/4" HEAD) OR WALLBOARD NAIL (0.0915"x1-7/8", 19/64" HEAD) OR 0.12" NAIL x 1-3/4" LONG, MIN. 3/8" HEAD #8 @ 8" O.C., EA. WAY, TOP AND BOTTOM#5 @ 10" O.C. STIRRUPS AROUND (8) BARS1' - 6"13' - 8"2' - 5"1' - 6"1' - 6"1' - 6"16' - 11 5/8"17' - 7"11"8' - 6 5/8"1' - 9"6' - 9"6' - 8 5/8"1' - 9"1' - 9"7' - 0"7' - 1"1' - 9"18' - 4 1/4"17' - 0"1' - 6"5' - 5"8' - 7"1' - 6"1' - 6"#5 @ 10" O.C. STIRRUPS AROUND (8) BAR#8 @ 8" O.C. EA. WAY T&B1' - 9"6' - 9"6' - 9"1' - 9"1' - 9"7' - 5 1/2"7' - 4 3/4"1' - 9"4' - 6"4' - 6"4' - 6"6S2011' - 6"11' - 7"16' - 4"6' - 6"4' - 4"21' - 9 3/8"27' - 2"1' - 6"1' - 6 7/8"5' - 1 1/8"7' - 9"10' - 11 5/8"1' - 6 3/4"1' - 6"1' - 6"8' - 7"1' - 6"9' - 6"9' - 6"5' - 1 1/8"7' - 9"14' - 3"5' - 6 1/8"#8 @ 8" O.C. EA. WAY T&B#5 @ 10" O.C. STIRRUPS AROUND (8) BARSSUMP PIT1' - 9"1' - 9"1' - 9"5' - 4"1' - 9"1' - 9"2' - 3"1' - 9"7' - 9 3/8"5' - 4"1' - 9"1' - 9"11ST FLOOR394.54#4 @ 12" O.C.(2) #5 LONGITUDINAL(2) #5 LONGITUDINALREFER TO DWG S101 FOR SLAB REINFORCEMENTGRADE BEAM - REFER TO GRADE BEAM SCHEDULE ON DWG S100 FOR SIZE AND REINFORCEMENTSTUD WALL WHERE IT OCCURS - REFER TO ARCH. DWGS.10" CMU WALL. TYPICAL CMU REINFORCING #5 @ 24" O.C.VAPOR BARRIERCOMPACTED STRUCTURAL FILL9"14"PILE BEYOND8"(2) #5. SEE TYPICAL CMU REINFORCING DETAILS, SHEET S202#5 @ 24" O.C. DOWEL36" INTO CMU W/ STANDARD HOOK AT BOTTOM. TIE HOOK INTO BOTTOM GRADE BEAM BARS WATERPROOFING, REFER TO ARCH. DWGS.BENTONITE WATER STOP AT SLABL161ST FLOOR394.54SIDEWALK, REFER TO LANDSCAPING PLANSEXPANSION JOINTFLASHING AND WEEP4" CMU W/PRECAST, REFER TO ARCH. DWGS.(2) #5 LONGITUDINALREFER TO DWG S101 FOR SLAB REINFORCEMENTGRADE BEAM - REFER TO GRADE BEAM SCHEDULE ON DWG S100 FOR SIZE AND REINFORCEMENTVAPOR BARRIER#4 @ 12" O.C.BRICK OR WINDOW, WHERE OCCURS. REFER TO ARCH. DWGS.6"1' - 6"(2) #4 CONT.STIRRUPS TO MATCH MAIN STIRRUPS1ST FLOOR394.541ST FLOOR394.54'1ST FLOOR394.54'TYP. CMU REINFORCING #5 @ 24" O.C.#5 @ 24" O.C. DOWEL X 6'-0", 36" INTO CMU#5 @ 18" O.C., E.F.#5 @ 18" O.C., E.F.#5 @ 18" O.C., E.F.#5 @ 18" O.C., E.F.5' - 0"WATERPROOFING - REFER TO ARCH. DWGS.5' - 0"3' - 0"2' - 0"10"2' - 0"2' - 0"SLAB - REFER TO PLAN FOR REINFORCINGVAPOR BARRIERCOMPACTED STRUCTURAL FILLWATERSTOP4" CONC. SLAB#5 @ 7" STIRRUPS#8 BARS @7" O.C., E.W., TOP AND BOTTOM#5 @ 10" STIRRUPS7' - 6"7' - 2"7' - 6"1' - 9"1' - 9"3' - 0"COLUMN ABOVE1' - 0 1/4"1' - 0 1/4"2' - 8 3/4"2' - 0 1/2"2' - 8 3/4"2' - 7 3/4"6"ADDITIONAL #8 DIAGONAL, BOTH SIDES, TOP AND BOTTOM(10) #7 BARS, T&B(5) #7 BARS, T&B#5 @ 7" O.C. STIRRUPSEQEQ7' - 6"7' - 6"4' - 0"3' - 0"COLUMN ABOVE6"1' - 9"4' - 0"1' - 9"1ST FLOOR394.54T.O. GB AT PARKING392.54GRADE BEAM - REFER TO SCHEDULE ON DWG S101 FOR SIZE AND REINFORCEMENTASPHALT AND SUB-BASE - REFER TO SITE DRAWINGSTYPICAL CMU REINFORCING#5 @ 24" O.C.#5 @ 24" O.C. DOWEL36" INTO CMU W/ STANDARD HOOK AT BOTTOM. TIE HOOK INTO BOTTOM GRADE BEAM BARS COMPACTED STRUCTURAL FILL3' - 0"FOR SHEAR WALL END REINFORCEMENT, REFER TO DETAILS ON SHEET S202(2) #5. SEE TYPICAL CMU REINFORCING DETAILS, SHEET S202WATER PROOFING, REFER TO ARCH. DWGS.EXISTING STRUCTURE ON ADJACENT LOTC11' - 6"3' - 0"6"1' - 9"4' - 0"4' - 0"1' - 9"1' - 9"4' - 0"1' - 9"7' - 6"(10) #7 BARS T&B(15) #7 BARS T&B#5 @ 7" O.C. STIRRUPS3' - 0"6"7' - 6"7' - 6"(10) # 7 TOP AND BOTTOM EA. WAYCOLUMN ABOVE1' - 9"4' - 0"1' - 9"1' - 9"4' - 0"1' - 9"#5 @ 7" O.C. STIRRUPS7' - 6"15' - 6"(20) #7 BARS, T&B(10) #7 BARS, T&B#5 @ 7" STIRRUPSCOLUMN ABOVE1' - 9"4' - 0"1' - 9"1' - 9"4' - 0"4' - 0"4' - 0"1' - 9"3' - 0"15' - 6"L91ST FLOOR394.54L9REFER TO LANDSCAPING PLANSEXPANSION JOINTEXTERIOR WALL, REFER TO ARCH. DWGS.(2) #5 LONGITUDINALREFER TO DWG S101 FOR SLAB REINFORCEMENTGRADE BEAM - REFER TO GRADE BEAM SCHEDULE ON DWG S100 FOR SIZE AND REINFORCEMENTVAPOR BARRIER#4 @ 12" O.C.24" BELOW GRADEERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTIONAs indicatedFFFFOOOOUUUUNNNNDDDDAAAATTTTIIIIOOOONNNNSSSSEEEECCCCTTTTIIIIOOOONNNNSSSS &&&& DDDDEEEETTTTAAAAIIIILLLLSSSSSSSS222200001111Taitem110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 3/8" = 1'-0"3NORTH STAIR - MAT REINFORCING 3/8" = 1'-0"2EAST STAIR - MAT REINFORCING 3/8" = 1'-0"7CENTRAL ELEVATOR CORE - MAT REINFORCING 3/4" = 1'-0"1GRADE BEAM / FLOOR SLAB AT CMU WALL 3/4" = 1'-0"4GRADE BEAM / FLOOR SLAB AT STUD WALL 3/8" = 1'-0"6SECTION AT ELEVATOR / STAIR CORE 1/2" = 1'-0"12PC-3 PLAN AND SECTION DETAIL 1/2" = 1'-0"10PC-2 PLAN AND SECTION DETAIL 3/4" = 1'-0"5GRADE BEAM AT EAST PARKING CMU WALL 1/2" = 1'-0"11PC-6 PLAN AND SECTION DETAIL 1/2" = 1'-0"9PC-4 PLAN AND SECTION DETAIL 1/2" = 1'-0"8PC-8 PLAN AND SECTION DETAIL 3/4" = 1'-0"13SECTION AT ALLEY 1ST FLOOR394.542ND FLOOR406.54LAEXIST. FINISHED FLOOR395.95EXISTING WESTBASEMENT FLR390.12BRICK FACADEEXISTING STONE FOUNDATIONMETAL STUD, REFER TO ARCH. DWGSRIGID INSULATION, REFER TO ARCH. DWGS.STEEL BEAM - SEE FRAMING PLAN2X6 WOOD WALL. SEE ARCHITECTURAL DRAWINGS FOR INTERIOR FINISHESL3X6X3/8"X6" LONG STEEL ANGLE @ 48" O.C. TO TIE BRICK TO NEW STRUCTUREBRICK ATTACHED TO NEW 2X6 STUD WALL WITH HELIFIX DRYFIX STAINLESS ANCHORS @ 32" O.C. EACH WAYHELICAL PILESTONE FILLGRADE BEAM - REINFORCEMENT NOT SHOWN6" STRUCTURAL SLABDIMENSION VARIES ALONG GRID LINE DUE TO POSITION OF EXISTING WALLSEE ARCHITECTURAL DRAWINGS FOR SOFFIT AND CEILING, COLUMN FIREPROOFING AND ENCLOSURESEE ARCHITECTURAL DRAWINGS FOR INTERIOR FINISHES+/-1'-0"STEEL COLUMN BEYOND, WHERE IT OCCURSPIN EXISTING FOUNDATION TO NEW GRADE BEAM W/(2) ROWS OF #4 BAR @ 36" O.C. PROVIDE 3"Ø KEY IN EXISTING.(+/-) 4'-5"EMBED PLATE @ 4'-0" O.C. (TYP.)3" TOPPING SLABSTEEL ANGLE STIFFENERL 3 1/2 X 3 1/2 X 5/16 @ 4'-0" O.C. L 6 X 6 X 5/8PRECAST PLANK (TYP.)+/- 1'-6"5/16" THICK GUSSET PLATE, 4'-0" O.C., TYP. 1/2" ANCHOR BOLT THROUGH SILL PLATE FASTENED TO BENT PLATE BELOW1/2" THICK BENT PLATE / POUR STOP AT CANTILEVERED CONCRETE EDGE#5 RE-BAR, 4'-0" LONG, 18" O.C. WELD END TO BENT PLATE / POUR STOP(2) #5 LONGITUDINAL 5"1' - 6"RIGID INSULATION, REFER TO ARCH. DWGS.PARGE COATRIGID INSULATION. REFER TO ARCHITECTURAL DRAWINGS1LELF1ST FLOOR394.54T.O. GB AT PARKING392.543/8"ELECTRIC ROOM2' - 0"1/2" CEMENT BOARDCONTINUOUS RIGID INSULATIONCMU, REFER TO S203 FOR REINF.REFER TO DWG S101 FOR SLAB REINFORCEMENTGRADE BEAM - REFER TO GRADE BEAM SCHEDULE ON DWG S100 FOR SIZE AND REINFORCEMENTVAPOR BARRIER#4 @ 18" O.C. E.W.1ST FLOOR394.54T.O. GB AT PARKING392.54ASPHALT AND SUB-BASE - REFER TO SITE DRAWINGS1' - 6"3' - 0"6"#4 @ 12" O.C.(3) #6 LONGITUDINALREFER TO DWG S101 FOR SLAB REINFORCEMENTPILASTER WHERE OCCURSGRADE BEAM - REFER TO GRADE BEAM SCHEDULE ON DWG S100 FOR SIZE AND REINF.EXISTING BUILDINGL121ST FLOOR394.54T.O. GB AT PARKING392.54#4 @ 12" O.C.(3) #6 LONGITUDINALREFER TO DWG S101 FOR SLAB REINFORCEMENTGRADE BEAM - REFER TO GRADE BEAM SCHEDULE ON DWG S100 FOR SIZE AND REINF.COLUMNCMU WALL, REFER TO S203 FOR REINF.RIGID INSULATION, REFER TO ARCH. DWGS.CEMENT BOARDPILE CAP1ST FLOOR394.54#4 @ 12" O.C.(3) #6 LONGITUDINALREFER TO DWG S101 FOR SLAB REINFORCEMENTGRADE BEAM - REFER TO GRADE BEAM SCHEDULE ON DWG S100 FOR SIZE AND REINFORCEMENT9"14"6"1ST FLOOR394.54T.O. GB AT PARKING392.54GRADE BEAM - REFER TO SCHEDULE ON DWG S100 FOR SIZE AND REINFORCEMENTASPHALT AND SUB-BASE - REFER TO SITE DRAWINGSCOMPACTED STRUCTURAL FILLREFER TO DWG S101 FOR SLAB REINFORCEMENT1/4"1 1/4"1/4" WIDE X 1 1/4" DEEP SAW-CUT CONTROL JOINT 18'-0" O.C., TYP.6"L11ST FLOOR394.54T.O. GB AT PARKING392.54GRADE BEAM - REFER TO SCHEDULE ON DWG S100 FOR SIZE AND REINFORCEMENTASPHALT AND SUB-BASE - REFER TO SITE DRAWINGSSIDEWALK WHERE IT OCCURS - REFER TO SITE PLANSCOMPACTED STRUCTURAL FILL6 5/8"SEE ARCH. DWGS. FOR GARAGE WALL CONSTRUCTION1ST FLOOR394.54REFER TO DWG S101 FOR SLAB REINFORCEMENTGRADE BEAM - REFER TO GRADE BEAM SCHEDULE ON DWG S100 FOR SIZE AND REINFORCEMENT#4 @ 12" O.C.(3) #6 LONGITUDINALREFER TO DWG S101 FOR SLAB REINFORCEMENT9"1' - 2"L121ST FLOOR394.54T.O. GB AT PARKING392.54EXISTING WESTBASEMENT FLR390.123' - 0"6"GB-1, REFER TO S100 FOR REINF.SLAB, REFER TO S101 FOR REINF.PC-4, REFER TO S201 FOR REINF.3' - 0"1' - 6"3' - 0"(6) #6 BOTTOM BAR, DEVELOP INTO PILE CAPCMU, REFER TO S203 FOR REINF.RIGID INSULATIONASPHALTASPHALT AND SUB-BASEREFER TO SITE DRAWINGSGRADE BEAM / PILE CAP - REINFORCEMENT NOT SHOWN. REFER TO GRADE BEAM SCHEDULE ON DWG S100 FOR SIZE AND REINF.STEEL COLUMN BEYOND16" X 16" CONCRETE ENCASEMENT. REINFORCEMENT SHALL BE WWF 6x6 W2.0xW2.0 AROUND STEEL COLUMNPARKING AREA CEILING - SEE ARCHITECTURAL DRAWINGS24" X 24" COLUMN ENCASEMENT FOR FIRST 1'-0" OF COLUMN HEIGHT. REINFORCEMENT SHALL BE (4) #5 w/ (2) #3 STIRRUPS1' - 0"1' - 4"9' - 2 1/2"FIRST FLOOR394.54T.O. GB AT PARKING392.54SECOND FLOOR406.542' - 0"2' - 0"8"AIR SEAL JOINT AT CEILING AND COLUMN, REFER TO ARCH. DWGS.BASEPLATE BEYOND2' - 0"2' - 0"1' - 4"1' - 4"PLAN SECTION AT 24" X 24" LOWER PORTIONPLAN SECTION AT 16" X 16" UPPER PORTION#3 STIRRUPSSTEEL COLUMNWWF 6x6 W2.0xW2.0 ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTIONAs indicatedFFFFOOOOUUUUNNNNDDDDAAAATTTTIIIIOOOONNNNSSSSEEEECCCCTTTTIIIIOOOONNNNSSSS &&&& DDDDEEEETTTTAAAAIIIILLLLSSSSSSSS222200002222Taitem110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 3/4" = 1'-0"1SECTION AT EXISTING FOUNDATION WALL, WEST 3/4" = 1'-0"9SECTION AT ELECTRIC ROOM 3/4" = 1'-0"3GRADE BEAM AT NORTHEAST PARKING CORRIDOR 3/4" = 1'-0"4GRADE BEAM AT RETAIL/PARKING 3/4" = 1'-0"5GRADE BEAM GB-1 AT FIRST FLOOR SLAB 3/4" = 1'-0"7GRADE BEAM AT PARKING 1 1/2" = 1'-0"6SAW CUT JOINT AT 1ST FLOOR SLAB 3/4" = 1'-0"8GRADE BEAM AT PARKING NORTH WALL 3/4" = 1'-0"2GRADE BEAM GB-2 AT FIRST FLOOR 3/4" = 1'-0"10SECTION AT LINE L12 3/4" = 1'-0"11PARKING CONCRETE ENCASEMENT SECTION DETAIL1 1 1/2" = 1'-0"12PARKING CONCRETE ENCASEMENT PLAN DETAIL LHLJS2013SEE DETAIL FOR STRUCTURAL MAT REINFORCINGL54S2037 5/8"7 5/8"9 5/8"7 5/8"THICKENED SLABCHANNEL STRINGERCHANNEL STRINGERCHANNELCHANNEL LEDGERCHANNEL STRINGERCHANNEL STRINGERCHANNELCHANNEL LEDGERCHANNELCHANNEL STRINGERCHANNEL STRINGERSTAIR POST TO CMU BELOW10S2031L10L12L13.2L11LFL13.1S2017SEE DETAIL FOR STRUCTURAL MAT REINFORCINGLG6S2014' - 3 1/8"3' - 6 1/4"1' - 9 1/4"3' - 6 1/4"5' - 0 3/4"1' - 1 1/4"7' - 10 1/2"10' - 1 1/2"8"5' - 1 1/8"2' - 0 3/4"THICKENED SLABCHANNEL STRINGERCHANNEL STRINGERCHANNEL STRINGERCHANNEL STRINGERCHANNELCHANNELCHANNEL LEDGERCHANNEL LEDGERCHANNELCHANNELPOST POST LANDING ABOVEL7LPL6S2012SEE DETAIL FOR STRUCTURAL MAT REINFORCING4S203SimCHANNEL STRINGERCHANNEL STRINGERCHANNEL STRINGERCHANNEL STRINGERCHANNEL STRINGERCHANNEL STRINGERCHANNELCHANNEL LEDGERCHANNELCHANNEL LEDGERTHICKENED SLABSTAIR POST TO CMU BELOW(2) #5TSLDOWELS (2) #5@ DOOROPENING NOTES:1. LINTELS FOR OPENINGS LARGER THAN 6'-0" SHALL BE SHORED.2. HORIZONTAL JOINT REINFORCEMENT SHALL BE @ 8" IN 2 JOINTS ABOVE LINTELS AND BELOW SILLS; ADDITIONAL REINFORCEMENT SHALL EXTEND BEYOND OPENING TO ADJACENT OPENING OR BEYOND TO END OF WALL.3. UNLESS NOTED OTHERWISE, CMU OPENING SHALL BE REINFORCED AS SHOWN.4. BOND BEAM COURSE AT TOP OF OPENING SHALL BE A STANDARD LINTEL "U" BLOCK(2) #5@ WINDOW(2) #5FOR DIMENSIONS, REFER TO ARCHITECTURAL DRAWINGSHORIZONTAL REINFORCEMENT AT TOP AND BOTTOM OF OPENING AND AT BOTTOM OF WALL CONTINUOUS TO NEXT OPENING OR BEYOND TO END OF WALL.HORIZONTAL REINFORCEMENT AT TOP AND BOTTOM CONTINUOUS TO NEXT OPENING OR BEYOND TO END OF WALL.TSLDOWELS (2) #5VERTICAL SIDE REINFORCING SHALL EXTEND TO TOP AND BOTTOM OF WALL#4 @ 48" O.C. WITHIN TOPPINGBETWEEN #5 BARS IN KEY-WAY24"24"#5 @ 48" O.C. WHERE PLANKS BEAR ON BEAMS REBAR SHALL OCCUR IN GROUTED KEY-WAY PER PLANK MANUFACTURER FABRICATOR36"24"CMU WALL - SEE S203STAIR / ELEVATOR CORE0".0".(2) #5BOND BEAM(2) #5CAST CONCRETE.6" @ BEARING4" @ NON-BEARING W8 X 1510" X 6" X 3/8" BEARING PLATE WELDED TO HOIST BEAM W/ (2) 1/2" X 4" STUDS WELDED TO BOTTOM. EMBED STUDS IN FULLY GROUTED CELLSTOP OF CMU ELEV. = 458.54'4" SOLID CMUSTAIR ROOF FRAMING AS SHOWN ON FRAMING PLANSCMU WALL - SEE S203 FOR REINFORCINGPT 2X10 CAP ANCHORED TO CMU WALL W/ 5/8" DIA. ANCHOR BOLTS 36" O.C. SPACE 1'-0" FROM CORNERS. EMBEDMENT LENGTH 10" W/ 2" HOOK. HOOK SHALL HAVE 1 1/2" OF THREADING.BOND BEAMTOP OF CMU ELEV. = 458.54'PT 2X8 SILL PLATE ANCHORED TO CMU WALL W/ 5/8" DIA. ANCHOR BOLTS 36" O.C. SPACE 1'-0" FROM CORNERS. EMBEDMENT LENGTH 10" W/ 2" HOOK. HOOK SHALL HAVE 1 1/2" OF THREADING.ROOF TRUSS PER FRAMING PLANSSTAIR ROOF FRAMING AS SHOWN ON FRAMING PLANSCMU WALL - SEE S203ROOF SHEATHINGBOND BEAM W/ (2) #52X10 LEDGER, CONTINUOUS16" LSL 1.5" RIMSIMPSON SDWH TIMBER-HEX SCREWS, 4" LONG, TYP. FASTEN ALL SCREWS TO TRUSS ENDS AND TO STUD BLOCKING BETWEEN TRUSSES1 3/4" X 24" LVL FASTENED TO BLOCK WALL WITH (2) ROWS 3/4" DIA. X 8" TITEN HD BY SIMPSON @ 16" O.C.TOP AND BOTTOM EDGE DISTANCE SHALL BE 4" MIN., O.C. SPACING IN A ROW SHALL BE 8" AND END DISTANCE SHALL BE 10" MIN.STAIR / ELEVATOR COREFLOOR TRUSS - PER FRAMING PLANSCMU WALL - SEE S203 FOR REINFORCINGINSTALL CONTINUOUS 30# FELT BETWEEN BLOCK WALL AND LEDGER.BOND BEAM W/ (2) #5(2) #5FLOOR SHEATHINGFOR PILASTER REINF., REFER TO FRAMING PLANS#5 @ 16" O.C. HORIZ.42"42"HEAVY DUTY HORIZONTAL TRUSS REINF. SUCH AS "DUR-O-WALL" EVERY OTHER COURSE ABOVE GRADE, EVERY COURSE BELOW GRADE, TRUSS TYPE SIDE RODS 3/16" DIA. CROSS ROD #9 MIN. LAP 6"* CMU GROUTED SOLID** ALL VERT. BARS SHALL BE EMBED. / SPLICED INTO POURED FOUNDATION WALLS, 36" MIN.*** ALL CMU SHALL BE RUNNING BOND PATTERN**** TRUE PILASTER COURSES SHALL BE USED, INCLUDING BLOCK CORNER EXTENSIONS TO HAVE RUNNING BOND.W/ PILASTER ALT-2FOR PILASTER REINF., REFER TO FRAMING PLANS#5 @ 16" O.C. HORIZ.42"42"HEAVY DUTY HORIZONTAL TRUSS REINF. SUCH AS "DUR-O-WALL" EVERY OTHER COURSE ABOVE GRADE, EVERY COURSE BELOW GRADE, TRUSS TYPE SIDE RODS 3/16" DIA. CROSS ROD #9 MIN. LAP 6"* CMU GROUTED SOLID** ALL VERT. BARS SHALL BE EMBED. / SPLICED INTO POURED FOUNDATION WALLS, 36" MIN.*** ALL CMU SHALL BE RUNNING BOND PATTERN**** TRUE PILASTER COURSES SHALL BE USED, INCLUDING BLOCK CORNER EXTENSIONS TO HAVE RUNNING BOND.W/ PILASTER ALT-1(10) #6 VERT. AT ALL CORNERS#5 @ 16" O.C. VERT. (8" CMU)#5 @ 24" O.C. VERT. (10" CMU)HEAVY DUTY HORIZONTAL TRUSS REINF. SUCH AS "DUR-O-WALL" EVERY OTHER COURSE ABOVE GRADE, EVERY COURSE BELOW GRADE, TRUSS TYPE SIDE RODS 3/16" DIA. CROSS ROD #9 MIN. LAP 6"* CMU GROUTED SOLID** ALL VERT. BARS SHALL BE EMBED. / SPLICED INTO POURED FOUNDATION WALLS, 36" MIN.*** ALL CMU SHALL BE RUNNING BOND PATTERNW.0. / PILASTER#5 @ 16" O.C. VERT. (8" CMU)#5 @ 24" O.C. VERT. (10" CMU)#5 @ 16" O.C. VERT. (8" CMU)#5 @ 24" O.C. VERT. (10" CMU)CERAMIC FIBER FELT OR EQUIVALENT(6) #5 VERT. EA. SIDE OF JOINTHEAVY DUTY HORIZONTAL TRUSS REINF. SUCH AS "DUR-O-WALL" EVERY OTHER COURSE ABOVE GRADE, EVERY COURSE BELOW GRADE, TRUSS TYPE SIDE RODS 3/16" DIA. CROSS ROD #9 MIN. LAP 6"* CMU GROUTED SOLID** ALL VERT. BARS SHALL BE EMBED. / SPLICED INTO POURED FOUNDATION WALLS, 36" MIN.*** ALL CMU SHALL BE RUNNING BOND PATTERN**** HORIZ. REINF. SHALL NOT GO THROUGH CONTROL JOINT***** CONTROL JOINT SHALL BE 25'-0" O.C. MAX. FOR WALLS LONGER THAN 40'-0"BACKER ROD & SEALANT#5 @ 16" O.C. VERT. (8" CMU)#5 @ 24" O.C. VERT. (10" CMU)(6) #5 VERT.HEAVY DUTY HORIZONTAL TRUSS REINF. SUCH AS "DUR-O-WALL" EVERY OTHER COURSE ABOVE GRADE, EVERY COURSE BELOW GRADE, TRUSS TYPE SIDE RODS 3/16" DIA. CROSS ROD #9 MIN. LAP 6"* CMU GROUTED SOLID** ALL VERT. BARS SHALL BE EMBED. / SPLICED INTO POURED FOUNDATION WALLS, 36" MIN.*** ALL CMU SHALL BE RUNNING BOND PATTERN#5 @ 16" O.C. VERT. (8" CMU)#5 @ 24" O.C. VERT. (10" CMU)(8) #5 VERT.HEAVY DUTY HORIZONTAL TRUSS REINF. SUCH AS "DUR-O-WALL" EVERY OTHER COURSE ABOVE GRADE, EVERY COURSE BELOW GRADE, TRUSS TYPE SIDE RODS 3/16" DIA. CROSS ROD #9 MIN. LAP 6"* CMU GROUTED SOLID** ALL VERT. BARS SHALL BE EMBED. / SPLICED INTO POURED FOUNDATION WALLS, 36" MIN.*** ALL CMU SHALL BE RUNNING BOND PATTERN#5 @ 16" O.C. VERT. (8" CMU)#5 @ 24" O.C. VERT. (10" CMU)PROVIDE (4) 3/4" ⌀ SIMPSON TITEN HD, 5.5" EMBED.14" X 12" X 1/2" PLATEC12 OR MC12 TO SUPPORT STAIR LANDING AND/OR STRINGERSL 2.5" X 3" X 3/8" X 7" LONG EA. SIDE W/ (2) 3/4" ⌀ A325-X BOLTS. ANGLES SHALL BE SHOP WELDED TO PLATE2"10"2"2"8"2"12" TYP.8"4"6"1' - 0"6"C12 OR MC12 STRINGERREFER TO ARCH. DWGS. FOR TREADS AND RISERSSLAB REINFORCING. REFER TO DWG. S101#2 CRUSHED STONE BELOW(2) #5#4 @ 24" O.C.L 4" X 4" X 3/8" X 4" LONG SHOP WELDED TO STRINGER (TYP.) ANCHOR TO CONC. W/ SIMPSON 5/8" ⌀ TITEN HD, 6" EMBED.1ST FLOOR394.54'T.O. GB AT PARKING392.54TYPICAL CMU REINFORCING#5 @ 24" O.C.#5 @ 24" O.C. DOWEL x 4'-8"32" INTO CMU#5 @ 24" O.C., E.F.#5 @ 18" O.C., E.F.ASPHALT AND SUB-BASE - REFER TO SITE DRAWINGSSTRUCTURAL MAT REINFORCING NOT SHOWN FOR CLARITY - SEE PLAN FOR MAT SIZE AND REINFORCINGSTRUCTURAL FILL4" CONC. SLAB. FOR SLAB REINFORCING, SEE DRAWING S10110"EXTERIOR INSULATION - REFER TO ARCHITECTURAL DRAWINGSSTAIR1. ALL CMU MASONRY HEADERS TO BE TYPE MH-1 EXCEPT WHERE NOTED2. USE STANDARD "U" LINTEL BLOCK FOR ALL BOND BEAMS AND LINTELS3. ALL CMU WALLS AT FIRST FLOOR ARE SHEER WALLS. SEE MASONRY DETAILS SHEET S202 FOR REINFORCINGREFER TO ARCHITECTURAL DRAWINGS FOR INSULATION AND EXTERIOR FINISH PRECAST LINTEL(2) #5 AT CMU BOND BEAML3x2-1/2 STEEL ANGLE(2) #5 HORIZ. AT EA. COURSETOP AND BOTTOM COURSE - DEVELOP PER DETAIL 13/ S203.MIDDLE COURSE - DEVELOP 2'-0" EITHER SIDE.#5 "L" BAR PER TYPICAL DETAIL 7/S2038" LONG #4 PIN AT FRONT OF PRECAST LINTEL. DEVELOP 5.5" INTO CMU BOND BEAM AND EPOXY 2.5" UP INTO PRECAST#4 @ 16" O.C., VERTICAL, MIN. 20" LONG. EPOXY 6" INTO PRECAST LINTEL6"5 1/2"2 1/2"ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTIONAs indicatedEEEELLLLEEEEVVVVAAAATTTTOOOORRRR AAAANNNNDDDD SSSSTTTTAAAAIIIIRRRRCCCCOOOORRRREEEE DDDDEEEETTTTAAAAIIIILLLLSSSSSSSS222200003333Taitem110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 1/4" = 1'-0"3NORTH STAIR - ENLARGED FOUNDATION PLAN 1/4" = 1'-0"1CENTRAL ELEVATOR CORE - ENLARGED FOUNDATION PLAN 1/4" = 1'-0"2EAST STAIR - ENLARGED FOUNDATION PLAN 1/4" = 1'-0"13TYPICAL REINFORCING DETAIL AT CMU OPENINGS 3/4" = 1'-0"7STAIR CORE REINFORCING AT 2ND FLOOR, SECTION 3/4" = 1'-0"6HOIST BEAM ATTACHMENT DETAIL 3/4" = 1'-0"5ROOF FRAMING AT STAIR / ELEVATOR PARAPET 3/4" = 1'-0"8ROOF FRAMING DETAIL AT STAIR 3/4" = 1'-0"9LEDGER DETAIL AT CMU CORE 3/4" = 1'-0"17TYPICAL CMU WALLS @ CORNER REINFORCING DETAILS 3/4" = 1'-0"16TYPICAL CMU WALLS REINF. @ CONTROL JOINT DETAIL 3/4" = 1'-0"15TYPICAL CMU WALLS REINF. @ ENDS DETAIL 3/4" = 1'-0"14TYPICAL CMU WALLS REINF. @ INTERSECTION DETAIL 3/4" = 1'-0"11TYP. STAIR LANDING/STRINGER BEAM SUPPORT 3/4" = 1'-0"12TYP. STAIR STRINGER ANCHORAGE & FOUNDATION DETAIL 3/4" = 1'-0"4SECTION AT STAIR CORE FOUNDATIONMASONRY HEADER SCHEDULEKey NameMINIMUMHEIGHTTOP AND BOTTOMREINFORCEMENTSTIRRUPSMH-1 24" (2) #5MH-2 36" (4) #6MH-3 38" (6) #6 #3 @ 14" O.C. 3/4" = 1'-0"10SECTION AT NORTH STAIR DOORWAY1 (TYP.)STEEL BEAM (SEE PLAN)EMBED PLATE (TYP.)3" TOPPING SLABT/FLOOR EL. (SEE PLAN)PRECAST PLANK (TYP.)1" CLEAR1" CLEARSTEEL ANGLE STIFFENERL 3 1/2 X 3 1/2 X 5/16 @ 4'-0" O.C. L 6 X 6 X 5/8NOTE: UNLESS OTHERWISE NOTED, STEEL ANGLES AND PLATES IN PLANK DETAILS SHALL BE A572 GRADE 502" COV.IN LIEU OF WELDED EMBEDDED PLATE AT PLANK, PROVIDE LONGITUDINAL BARS IN KEYWAYS PER PLANK MANUFACTURERS SHOP DRAWINGS (TYP.)STEEL BEAM (SEE PLAN)EMBED PLATE @ 4'-0" O.C. (TYP.)3" TOPPING SLABT/FLOOR EL. (SEE PLAN)1" CLEAR1" CLEARBUTT JOINT 1:3 GROUT (TYP.)STEEL ANGLE STIFFENERL 3 1/2 X 3 1/2 X 5/16 @ 4'-0" O.C. L 6 X 6 X 5/8NOTE: UNLESS OTHERWISE NOTED, STEEL ANGLES AND PLATES IN PLANK DETAILS SHALL BE A572 GRADE 50PRECAST PLANK (TYP.)IN LIEU OF WELDED EMBEDDED PLATE AT PLANK, PROVIDE LONGITUDINAL BARS IN KEYWAYS PER PLANK MANUFACTURERS SHOP DRAWINGS 1 5/8" COV.STEEL BEAM (SEE PLAN)3" TOPPING SLABT/FLOOR EL. (SEE PLAN)PRECAST PLANK (TYP.)1" CLEAR(TYP.)(1) WELD PLATE @ 4'-0" O.C.BUTT JOINT 1:3 GROUT (TYP.)1 5/8" MIN. COVERSTEEL ANGLE STIFFENERL 3 1/2 X 3 1/2 X 5/16 @ 4'-0" O.C. L 6 X 6 X 5/8NOTE: UNLESS OTHERWISE NOTED, STEEL ANGLES AND PLATES IN PLANK DETAILS SHALL BE A572 GRADE 50IN LIEU OF WELDED EMBEDDED PLATE AT PLANK, PROVIDE LONGITUDINAL BARS IN KEYWAYS PER PLANK MANUFACTURERS SHOP DRAWINGS 2ND FLOOR406.541/44" TYP.(2) 3/4" Ø BOLTS EA. SIDE1' - 4 1/2"BEAM (SEE PLAN)COLUMN (SEE PLAN)SAWCUT OR MILL TOP OF COLUMN TO BEAR1/4(TYP(2) STIFF. PLATES EA. SIDE OF BEAM WEB WITH MIN. THICKNESS OF COLUMN OR BEAM FLANGE BUT NOT LESS THAN 1/2" THICK.T.O.S. EL.(SEE PLAN)DETAIL OCCURS AT THE FOLLOWING GRIDLINES:CONCRETE PLANK W/ TOPPING BEYOND1' - 3"COLUMN (SEE PLAN)BEAM (SEE PLAN)DDBEAM (SEE PLAN)COLUMN (SEE PLAN)T.O.S. EL.(SEE PLAN)SHEAR CONNECTIONCONCRETE PLANK W/ TOPPING BEYOND1' - 3"SECTION D-DBEAM AT OPPOSITE SIDE OF COLUMN, WHERE IT OCCURSBOTTOM PLATETOP COVER PLATE - CONTINUES OVER OPPOSITE BEAM, WHERE IT OCCURS2ND FLOOR406.54TOP COVER PLATE - CONTINUES OVER OPPOSITE BEAM, WHERE IT OCCURSNOTE: ALL PLATES, STIFFENERS AND ANGLES SHALL BE SHOP WELDEDNOTE: SIZE OF STEEL PLATES, NUMBER AND SIZE OF BOLTS TO BE DETERMINED BY STEEL FABRICATOR'S ENGINEER. SUBMIT SHOP DRAWINGS FOR REVIEW.NOTE: STEEL PLATES SHALL BE Fy=50 KSI, UNLESS DESIGN PERMITS USE OF Fy=36 KSI STEEL.VMAAASECTION A-ABEAM (SEE PLAN)BEAM (SEE PLAN)COLUMN (SEE PLAN)STIFFENER PLATET.O.S. EL.(SEE PLAN)TOP COVER PLATE - CONTINUES OVER COLUMN AND OPPOSITE BEAM, WHERE IT OCCURSSHEAR CONNECTIONBEAM AT OPPOSITE SIDE OF COLUMN, WHERE IT OCCURSCONCRETE PLANK W/ TOPPING BEYOND1' - 3"STIFFENER PLATES BELOWCOLUMN BELOWBEAM2ND FLOOR406.54BOTTOM COVER PLATETOP COVER PLATE - CONTINUES OVER COLUMN AND OPPOSITE BEAM, WHERE IT OCCURSNOTE: ALL PLATES, STIFFENERS AND ANGLES SHALL BE SHOP WELDEDNOTE: SIZE OF STEEL PLATES, NUMBER AND SIZE OF BOLTS TO BE DETERMINED BY STEEL FABRICATOR'S ENGINEER. SUBMIT SHOP DRAWINGS FOR REVIEW.NOTE: STEEL PLATES SHALL BE Fy=50 KSI, UNLESS DESIGN PERMITS USE OF Fy=36 KSI STEEL.VMASECOND FLOOR12'-0"STEEL BEAM - SEE FRAMING PLANS12" CONCRETE PLANK W/ 3" TOPPING. REINFORCING BY PLANK MANUFACTUREREXTERIOR WALL - REFER TO ARCHITECTURAL DRAWINGS5 1/8"5"VARIES1' - 4 9/16"BRICK ATTACHED TO NEW 2X6 STUD WALL W/HB THERMAL CONCRETE 2-SEAL WING NUT ANCHOR @ 16" O.C. EACH VERTICAL AND 24" O.C. HORIZONTALEMBED PLATE @ 4'-0" O.C. (TYP.)STEEL ANGLE STIFFENERL 3 1/2 X 3 1/2 X 5/16 @ 4'-0" O.C. L 6 X 6 X 5/85/16" THICK GUSSET PLATE, 4'-0" O.C., TYP. GUSSET SHALL ALSO OCCUR AT POINT LOADS. REFER TO 2/S204 AND PLANK LOADING PLAN. 1/2" THICK BENT PLATE / POUR STOP AT CANTILEVERED CONCRETE EDGE(2) #5 LONGITUDINAL #5 RE-BAR, 4'-0" LONG, 16" O.C. WELD END TO BENT PLATE / POUR STOPANCHOR BOLT AND SPACING PER SILL PLATE ANCHORAGE NOTES, SHEET S1071LESECOND FLOOR12'-0"GARAGE CEILING(+/-) 8'-10"5" POLYISO OR 3" POLYISO W/ R-19 FIBERGLASS INSULATION12" CONCRETE PLANK W/ 3" TOPPING. REINFORCING BY PLANK MANUFACTUREREXTERIOR WALL - REFER TO ARCHITECTURAL DRAWINGSCMU WALL, REFER TO S203 FOR REINFORCING8"REINF. BY PRECAST MANUFACTURER(2) #5 PERIMETER BAR(2) #5NOTE: DETAIL OF PLANK ON CMU WALL IS SCHEMATIC. FINAL DETAIL OF PLANK TO CMU BY PRE-CAST MANUFACTURER.10"ANCHOR ROD - SEE DRAWING S107, WALL SILL PLATE ANCHORAGE TO PLANK NOTES. COORDINATE TO PLACE ANCHOR ROD HOOK IN PLANK HOLLOW CELL TO BE GROUTED. ANCHOR ROD SHALL OCCUR AT MIDDLE OF SILL PLATE AND BEHIND HORIZONTAL PERIMETER BAR11SECOND FLOOR12'-0"5" POLYISO OR 3" POLYISO W/ R-19 FIBERGLASS INSULATION. SEE ARCHITECTURAL DRAWINGS12" CONCRETE PLANK. REINFORCING BY PLANK MANUFACTURERSTEEL BEAM - SEE FRAMING PLANSCEILING, WHERE IT OCCURS - REFER TO ARCHITECTURAL DRAWINGSEXTERIOR WALL - REFER TO ARCHITECTURAL DRAWINGS1/2" THICK BENT PLATE / POUR STOP AT CANTILEVERED CONCRETE EDGE1 1/2"#5 RE-BAR, 4'-0" LONG, 12" O.C. WELD END TO BENT PLATE / POUR STOP3"1 1/2"(2) #5 LONGITUDINAL EMBED PLATE @ 4'-0" O.C. (TYP.)NOTE: UNLESS OTHERWISE NOTED, STEEL ANGLES AND PLATES IN PLANK DETAILS SHALL BE A572 GRADE 504' - 0"L 6" X6" X 5/8(TYP.)2S204SimS2067ANCHOR BOLT THROUGH SILL PLATE FASTENED TO BENT PLATE BELOW. ANCHOR BOLT AND SPACING PER SILL PLATE ANCHORAGE NOTES, SHEET S1071L92ND FLOOR406.5410.112" CONCRETE PLANK W/ 3" TOPPING. REINFORCING BY PLANK MANUFACTURERSTEEL BEAM - SEE FRAMING PLANSEXTERIOR WALL - REFER TO ARCHITECTURAL DRAWINGS1' - 2 1/2"5"3"EMBED PLATE @ 4'-0" O.C. (TYP.)STEEL ANGLE STIFFENERL 3 1/2 X 3 1/2 X 5/16 @ 4'-0" O.C. L 6 X 6 X 5/85/16" THICK GUSSET PLATE, 4'-0" O.C., TYP. GUSSET SHALL ALSO OCCUR AT POINT LOADS. REFER TO 2/S204 AND PLANK LOADING PLAN.1/2" THICK BENT PLATE / POUR STOP AT CANTILEVERED CONCRETE EDGE(2) #5 LONGITUDINAL #5 RE-BAR, 4'-0" LONG, 9" O.C. WELD END TO BENT PLATE / POUR STOPANCHOR BOLT AND SPACING PER SILL PLATE ANCHORAGE NOTES, SHEET S1071SECOND FLOOR12'-0"GARAGE CEILING(+/-) 8'-10"CEILING ASSEMBLY - REFER TO ARCHITECTURAL DRAWINGSB.O. BEAM(+/-) 9'-9"STEEL BEAM - SEE FRAMING PLANS12" CONCRETE PLANK W/ 3" TOPPING. REINFORCING BY PLANK MANUFACTURERSPRAY ON INSULATIONCONCRETE ENCASEMENTSEE 7/S2043"AIR SEAL EDGE OF INSULATION12ND FLOOR406.54L15EXISTING 18 X 18 WOOD BEAM TO BE REMOVED. CONTRACTOR RESPONSIBLE FOR SHORING.STOREFRONT / WINDOW - SEE ARCHITECTURAL DRAWINGSSTEEL BEAM - SEE FRAMING PLAN2X6 WOOD WALL. SEE ARCHITECTURAL DRAWINGS FOR INTERIOR FINISHESBRICK ATTACHED TO NEW 2X6 STUD WALL WITH HELIFIX DRYFIX STAINLESS ANCHORS @ 32" O.C. EACH WAYSEE ARCHITECTURAL DRAWINGS FOR SOFFIT AND CEILING, COLUMN FIREPROOFING AND ENCLOSUREEMBED PLATE @ 4'-0" O.C. (TYP.)3" TOPPING SLABSTEEL ANGLE STIFFENERL 3 1/2 X 3 1/2 X 5/16 @ 4'-0" O.C. L 6 X 6 X 5/8PRECAST PLANK (TYP.)5/16" THICK GUSSET PLATE, 4'-0" O.C., TYP. GUSSET SHALL ALSO OCCUR AT POINT LOADS. REFER TO 2/S204 AND PLANK LOADING PLAN.ANCHOR BOLT THROUGH SILL PLATE FASTENED TO BENT PLATE BELOW. ANCHOR BOLT AND SPACING PER SILL PLATE ANCHORAGE NOTES, SHEET S1071/2" THICK BENT PLATE / POUR STOP AT CANTILEVERED CONCRETE EDGE#5 RE-BAR, 4'-0" LONG, 18" O.C. WELD END TO BENT PLATE / POUR STOP(2) #5 LONGITUDINAL CANOPY, WHERE IT OCCURS - SEE ARCHITECTURAL DRAWINGS(2) MC 10 X 22 STEEL CHANNELS W/ 3/8" THICK STEEL PLATES WELDED TOP AND BOTTOM, 11" WIDE. PROVIDE 8" MIN. SOLID BRICK BEARING EACH END.10"6"1BBSECTION B-BBEAM (SEE PLAN)COLUMN(SEE SCHEDULE)BBELEVATION C-CSTEEL BEAM (SEE PLAN)HSS STEEL COLUMN(SEE PLAN)SHEAR CONNECTORSTRUCTURAL TEEHSS STEEL COLUMN(SEE PLAN)CC(TYP.)1"STRUCTURAL FLOOR OR ROOF SYSTEML 4X4X3/8" @ 4'-0" O.C. PLACED SNUG AGAINST WALL, EACH SIDEANCHOR FASTENED TO FLOOR SYSTEMHORIZONTAL JOINT REINFORCING AS REQ'D. SEE MASONRY WALL DETAILSMUST HAVE 1" MIN. CLEARANCE OR AS REQUIRED TO ACCOMMODATE DEFLECTION BETWEEN TOP OF NON-BEARING WALL AND BOTTOM OF FLOOR OR ROOFMASONRY WALLNOTE: FINAL DESIGN AND ANCHORING BY PRE-CAST MANUFACTURER2ND FLOOR406.546S204Sim5/16" THICK GUSSET PLATE REINFORCING 4'-0" O.C. LOCATED AT POSTS OR STEEL COLUMNS AND AT ENDS OF SHEAR WALLS ALONG BUILDING PERIMETER, TYP.PODIUM SLAB BEYONDBENT PLATE / POUR STOP AT EDGE OF PLANKSTEEL BEAM BEYONDPOSTS SUPPORTING WINDOW HEADERS. SEE FRAMING PLANS FOR SIZE AND NUMBER 11 1/2"1' - 3"1 1/2"1 1/2"1' - 3"1 1/2"1' - 6"1' - 6"1 1/2"1' - 5"1 1/2"1' - 8"1 1/2"1' - 5"1 1/2"1' - 8"18"x18" BASEPLATE3/4" NON-METALIC, NON-SHRINKING GROUT(4) 3/4"Ø F1554 GR 36 HEAVY HEX HEAD ANCHOR BOLTS20"x20" BASEPLATE3/4" NON-METALIC, NON-SHRINKING GROUT(4) 3/4"Ø F1554 GR 36 HEAVY HEX HEAD ANCHOR BOLTSBP-1, BP-2, BP-3BP-41 1/2"8"1 1/2"11"2 3/4"2 3/4"5 1/2"11"x5-1/2" BASEPLATE3/4" NON-METALIC, NON-SHRINKING GROUT(2) 3/4"Ø F1554 GR 36 THREADED RODBP FOR HSS COL.1' - 6"1' - 6"18"x18" BASEPLATE3/4" NON-METALIC, NON-SHRINKING GROUT(4) 3/4"Ø F1554 GR 36 HEAVY HEX HEAD ANCHOR BOLTSBP-5, BP-64"3/4"1' - 0 1/2"1 1/2"3/4"4"1' - 0 1/2"1 1/2"EDGE OF CONCRETE GRADE BEAM / PILE CAP BELOW1' - 6"1' - 6"18"x18" BASEPLATE3/4" NON-METALIC, NON-SHRINKING GROUT(4) 3/4"Ø F1554 GR 36 HEAVY HEX HEAD ANCHOR BOLTSBP-7, BP-84"3/4"1' - 0 1/2"1 1/2"1 1/2"1' - 3"1 1/2"EDGE OF CONCRETE GRADE BEAM / PILE CAP BELOWEDGE OF CONCRETE GRADE BEAM / PILE CAP BELOW8"8"8"ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTIONAs indicatedPPPPLLLLAAAANNNNKKKK AAAANNNNDDDD SSSSTTTTEEEEEEEELLLLSSSSEEEECCCCTTTTIIIIOOOONNNNSSSS &&&& DDDDEEEETTTTAAAAIIIILLLLSSSSSSSS222200004444Taitem110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 3/4" = 1'-0"3TYPICAL DETAIL OF PRECAST PLANK PARALLEL TO BEAM 3/4" = 1'-0"7TYPICAL DETAIL OF PRECAST PLANK BEARING ON STEEL BEAM CONNECTION 3/4" = 1'-0"4TYPICAL DETAIL OF PRECAST PLANK CHANGE OF DIRECTION 3/4" = 1'-0"11TYPICAL BEAM OVER COLUMN CONNECTION DETAIL 3/4" = 1'-0"13TYPICAL DETAIL OF MOMENT CONNECTION TO COLUMN WEB 3/4" = 1'-0"15TYPICAL BEAM TO BEAM CONNECTIONDETAIL (WF-SHAPES) 3/4" = 1'-0"10TYPICAL DETAIL OF MOMENT CONNECTION TO COLUMN FLANGE 3/4" = 1'-0"1PLANK SECTION AT SOUTH EXTERIOR 3/4" = 1'-0"12PLANK AT EXTERIOR CMU WALL 3/4" = 1'-0"6PLANK EDGE AT GARAGE NORTH 3/4" = 1'-0"9PLANK EDGE AT WEST 3/4" = 1'-0"14GARAGE CEILING SECTION 3/4" = 1'-0"5SECTION AT EXISTING BEAM / STOREFRONT, SOUTHWEST 3/4" = 1'-0"16TYPICAL BEAM TO COLUMN CONNECTIONDETAIL (WF-COLUMNS) 3/4" = 1'-0"17TYPICAL DETAIL OF WF BEAM TO HSSCOLUMN CONNECTION 3/4" = 1'-0"8LATERAL SUPPORT OF NON-LOAD BEARING PARTITION 3/4" = 1'-0"2ELEVATION DETAIL AT PLANK EDGE GUSSET PLATES 1 1/2" = 1'-0"18STEEL BASE PLATES1 AT WINDOW OPENINGS, SEE FRAMING PLANS, EXTERIOR WALL HEADER SCHEDULE, FOR REQ'D # OF KING STUDS, TYP.16" RIM, TYP. FLOOR TRUSSES BEYOND NOT SHOWNCONCRETE PLANK W/ TOPPINGP.T. 2X6 SILL PLATE, TYP. SEE "WALL SILL PLATE ANCHORAGE TO PLANK" ON SHEET S107 FOR ANCHORAGE.(2) 2X6 TOP PLATE, TYP.SEE PARAPET DETAIL FOR REQ'D NUMBER OF STUDS, SPACING AND BLOCKING AT ROOF PARAPET2X6 SILL PLATE ON 3/4" SUB-FLOOR, TYP. SEE WALL FRAMING SCHEDULE BELOW FOR REQ'D NUMBER OF STUDS, SPACING AND BLOCKING AT EACH FLOORWINDOW HEADER IN FLOOR PLANE, TYP. - SEE FRAMING PLANS AND HEADER SCHEDULEPROVIDE SOLID BLOCKING BEHIND RIM AT WINDOW KING STUD BEARING, AND AT EACH STUD BETWEEN FLOOR JOISTS, TYP. SEE REFERENCED DETAILS, OCCURS AT ALL FLOORS.2ND FLOOR3RD FLOOR4TH FLOOR5TH FLOORROOFROOF PARAPET2 3/8"2 3/8"2 3/8"SEE WALL FRAMING SCHEDULE BELOW FOR REQ'D NUMBER OF STUDS, SPACING AND BLOCKING AT EACH FLOOR2 3/8"SEE WALL FRAMING SCHEDULE BELOW FOR REQ'D NUMBER OF STUDS, SPACING AND BLOCKING AT EACH FLOORSEE WALL FRAMING SCHEDULE BELOW FOR REQ'D NUMBER OF STUDS, SPACING AND BLOCKING AT EACH FLOORWINDOW HEADER IN FLOOR PLANE, TYP. - SEE FRAMING PLANS AND HEADER SCHEDULENOTE: EXTERIOR BEARING WALLS NORTH OF GRID LINE 1B (EAST WALL AND WEST WALL) SHALL BE (2) 2X6 @ 16" O.C. ON ALL FLOORS (2ND THROUGH 4TH)2x6 CORRIDOR FRAMING16" RIM JOIST - SEE FRAMING PLANSSILL PLATEPLYWOOD SHEATHINGCEILING NOT SHOWN. SEE ARCHITECTURAL DRAWINGSADDITIONAL SHEATHING AS REQ'D PER SHEAR WALL SCHEDULEWALL DOUBLE TOP PLATEFLOOR TRUSSES AS THEY OCCURBLOCKING FOR ADDITIONAL SHEATHING AS REQ'D, TYPICALJOIST HANGERFLAT DOOR HEADER WHERE IT OCCURS. RIM IN FLOOR PLANE, OR BEAM SISTERED TO RIM, SERVES AS HEADER. SEE FRAMING PLANS.2x6 CORRIDOR FRAMINGSILL PLATEPLYWOOD SHEATHINGCEILING NOT SHOWN. SEE ARCHITECTURAL DRAWINGSADDITIONAL SHEATHING AS REQ'D PER SHEAR WALL SCHEDULEWALL DOUBLE TOP PLATEFLOOR TRUSSES AS THEY OCCUR16" RIM JOIST - SEE FRAMING PLANSJOIST HANGERBLOCKING TO PROVIDE FULL BEARING TRANSFER FROM BOTTOM OF STUD ABOVE TO TOP OF STUD BELOW. MATCH NUMBER AND SPACING OF STUDS - SEE WALL FRAMING SCHEDULE ON FRAMING PLANS2x6 CORRIDOR FRAMING16" FLOOR TRUSS BEYONDSILL PLATEPLYWOOD SHEATHINGCEILING NOT SHOWN. SEE ARCHITECTURAL DRAWINGSADDITIONAL SHEATHING AS REQ'D PER SHEAR WALL SCHEDULE. RUN TO UNDERSIDE OF FLOOR ABOVE AS SHOWNWALL DOUBLE TOP PLATESHEAR TRANSFER CLIP PER SCHEDULE, SHEET S10716" RIM JOIST - SEE FRAMING PLANSJOIST HANGERFLAT DOOR HEADER WHERE IT OCCURS. RIM IN FLOOR PLANE, OR BEAM SISTERED TO RIM, SERVES AS HEADER. SEE FRAMING PLANS.BLOCKING TO PROVIDE FULL BEARING TRANSFER FROM BOTTOM OF STUD ABOVE TO TOP OF STUD BELOW. MATCH NUMBER AND SPACING OF STUDS - SEE WALL FRAMING SCHEDULE ON FRAMING PLANS2x6 CORRIDOR FRAMING16" FLOOR TRUSSSILL PLATEPLYWOOD SHEATHINGCEILING NOT SHOWN. SEE ARCHITECTURAL DRAWINGSADDITIONAL SHEATHING AS REQ'D PER SHEAR WALL SCHEDULEWALL DOUBLE TOP PLATE16" RIM JOIST - SEE FRAMING PLANSJOIST HANGERTRUSS HANGER TO OCCUR AT WALL OPENINGS16" FLOOR TRUSS BEYONDADDITIONAL SHEATHING AS REQ'D PER SHEAR WALL SCHEDULE. RUN TO UNDERSIDE OF FLOOR ABOVE AS SHOWNSHEAR TRANSFER CLIP PER SCHEDULE, SHEET S107SILL PLATEPLYWOOD SHEATHINGEXTERIOR WALL - REFER TO ARCHITECTURAL DRAWINGSCEILING NOT SHOWN. SEE ARCHITECTURAL DRAWINGSWALL DOUBLE TOP PLATEFLAT DOOR HEADER WHERE IT OCCURS. RIM IN FLOOR PLANE, OR BEAM SISTERED TO RIM, SERVES AS HEADER. SEE FRAMING PLANS.BLOCKING TO PROVIDE FULL BEARING TRANSFER FROM BOTTOM OF STUD ABOVE TO TOP OF STUD BELOW. MATCH NUMBER AND SPACING OF STUDS - SEE WALL FRAMING SCHEDULE ON FRAMING PLANS16" LSL RIM JOIST - SEE FRAMING PLANSIF BUILDING IS TO BE PANELIZED, THIS SECTION OF WALL SHEATHING AND INSULATION TO BE INSTALLED IN FIELD TO PROVIDE ADEQUATE OVERLAP OF SHEATHING OVER RIM JOIST.4' - 0"16" FLOOR TRUSSSILL PLATEPLYWOOD SHEATHINGCEILING NOT SHOWN. SEE ARCHITECTURAL DRAWINGSADDITIONAL SHEATHING AS REQ'D PER SHEAR WALL SCHEDULEWALL DOUBLE TOP PLATEEXTERIOR WALL - REFER TO ARCHITECTURAL DRAWINGS16" LSL RIM JOIST - SEE FRAMING PLANSTRUSS HANGER TO OCCUR AT WALL OPENINGSIF BUILDING IS TO BE PANELIZED, THIS SECTION OF WALL SHEATHING AND INSULATION TO BE INSTALLED IN FIELD TO PROVIDE ADEQUATE OVERLAP OF SHEATHING OVER RIM JOIST.4' - 0"AT DOOR OPENINGS, SEE FRAMING PLANS, EXTERIOR WALL HEADER SCHEDULE, FOR REQ'D # OF KING STUDS, TYP.16" RIM, TYP. FLOOR TRUSSES BEYOND NOT SHOWNCONCRETE PLANK W/ TOPPINGP.T. 2X6 SILL PLATE, TYP. SEE "WALL SILL PLATE ANCHORAGE TO PLANK" ON SHEET S107 FOR ANCHORAGE.(2) 2X6 TOP PLATE, TYP.2X6 SILL PLATE ON 3/4" SUB-FLOOR, TYP. SEE WALL FRAMING SCHEDULE BELOW FOR REQ'D NUMBER OF STUDS, SPACING AND BLOCKING AT EACH FLOORDOOR HEADER IN FLOOR PLANE, TYP. - SEE FRAMING PLANS AND HEADER SCHEDULEPROVIDE SOLID BLOCKING BEHIND RIM AT DOOR KING STUD BEARING, AND AT EACH STUD BETWEEN FLOOR JOISTS, TYP. SEE REFERENCED DETAILS.2ND FLOOR3RD FLOOR4TH FLOOR5TH FLOORROOF2 3/8"2 3/8"2 3/8"SEE WALL FRAMING SCHEDULE BELOW FOR REQ'D NUMBER OF STUDS, SPACING AND BLOCKING AT EACH FLOOR2 3/8"SEE WALL FRAMING SCHEDULE BELOW FOR REQ'D NUMBER OF STUDS, SPACING AND BLOCKING AT EACH FLOORSEE WALL FRAMING SCHEDULE BELOW FOR REQ'D NUMBER OF STUDS, SPACING AND BLOCKING AT EACH FLOORCORRIDOR FRAMING - SEE FRAMING PLANSDOOR HEADER IN FLOOR PLANE, TYP. - SEE FRAMING PLANS AND HEADER SCHEDULENOTE: INTERIOR BEARING WALLS NORTH OF GRID LINE 1B SHALL BE (2) 2X6 @ 16" O.C. ON ALL FLOORS (2ND THROUGH 4TH)EXTERIOR WALL PANELS CONNECTION:1/4" DIA. X 3" SIMPSON SDS SCREWS @ 6" O.C. (INSTALL STAGGERED EA. SIDE). MINIMUM OF 3" END DISTANCE TOP AND BOTTOM. ADDITIONALLY PROVIDE (2) 10D NAILS @ 6" O.C., STAGGERED 3" VERTICALLY FROM SDS SCREWS. LSTA24 STRAPS AT TOP AND BOTTOM PLATESLSTA24 STRAPS AT TOP AND BOTTOM PLATESP.T. BALCONY FRAMING - SEE FRAMING PLANSHEADER AT DOOR OPENING - SEE FRAMING PLANSEXTERIOR WALL - REFER TO ARCHITECTURAL DRAWINGSREFER TO ARCHITECTURAL DRAWINGS FOR BALCONY DECKING AND UNDERSIDE FINISHDOUBLE TOP WALL PLATEFLOOR, CEILING AND INTERIOR FINISH - REFER TO ARCHITECTURAL DRAWINGSCANTILEVERED BALCONY BEAM - (2) #1 GRADE P.T. 2X10'S SISTERED TO 16" FLOOR TRUSSHANGER FOR ATTACHING 16" FLOOR TRUSS TO TRUSS GIRDER OR LVL BEAM - SEE FRAMING PLANS16" LSL RIM BOARD BETWEEN CANTILEVERED BALCONY BEAMSSIMPSON LS50 CLIP FOR ATTACHING CANTILEVERED 2X10 BALCONY BEAMS TO TRUSS GIRDER OR LVL BEAM - SEE FRAMING PLANS16" FLOOR TRUSS FRAMING, PERPENDICULAR TO BALCONY CANTILEVER16" TRUSS GIRDER OR LVL BEAM- SEE FRAMING PLANS. IF TRUSS GIRDER IS USED, MIN. 2X6 TOP CHORD ORIENTED IN STRONG DIRECTION AS SHOWN16" FLOOR TRUSS, PARALLEL TO BALCONY CANTILEVERFLOOR LEVEL13S20516" Flr Truss(2) PT #1 2x1016" Flr Truss(2) PT #1 2x10@16" Flr Truss16"@PT 2x1016"(2) PT 2x10POST BELOW - SEE HEADER SCHEDULE FOR REQ'D POSTS16" LSL RIM BOARD BETWEEN CANTILEVERED BALCONY BEAMSX-WXXDOOR/WINDOW HEADER BELOW FLOOR PLANE. SEE FRAMING PLAN AND EXTERIOR WALL HEADER SCHEDULE.X-BXXBEAM - SEE FRAMING PLAN AND BEAM SCHEDULEHANGER AND/OR CLIP - SEE SECTIONFULL DEPTH PT 2X10 BLOCKING, MID-SPANCANTILEVERED BALCONY BEAM SISTERED TO 16" FLOOR TRUSSSEE ARCHITECTURAL DRAWINGS16" FLOOR TRUSS @ 16", PERPENDICULAR TO CANTILEVERED BALCONYPOST BELOW - SEE HEADER SCHEDULE FOR REQ'D POSTS16" LSL RIM BOARD BETWEEN CANTILEVERED BALCONY BEAMSDOOR/WINDOW HEADER BELOW FLOOR PLANE. SEE FRAMING PLAN AND EXTERIOR WALL HEADER SCHEDULE.FULL DEPTH PT 2X10 BLOCKING, MID-SPANCANTILEVERED BALCONY BEAM SISTERED TO 16" FLOOR TRUSS(2) PT #1 2x10(2) PT #1 2x1016" Flr Truss16" Flr TrussX-WXX12' - 0"@16" Flr Truss16"@PT 2x1016"SEE ARCHITECTURAL DRAWINGS(2) PT 2x1016" FLOOR TRUSS @ 16", PARALLEL TO CANTILEVERED BALCONY12S205P.T. BALCONY FRAMING - SEE FRAMING PLANSHEADER AT DOOR OPENING - SEE FRAMING PLANSEXTERIOR WALL - REFER TO ARCHITECTURAL DRAWINGSREFER TO ARCHITECTURAL DRAWINGS FOR BALCONY DECKING AND UNDERSIDE FINISHDOUBLE TOP WALL PLATEFLOOR, CEILING AND INTERIOR FINISH - REFER TO ARCHITECTURAL DRAWINGSCANTILEVERED BALCONY BEAM - (2) #1 GRADE P.T. 2X10'S SISTERED TO 16" TRUSS GIRDER16" LSL RIM BOARD BETWEEN CANTILEVERED BALCONY BEAMS16" FLOOR TRUSS FRAMING, PARALLEL TO BALCONY CANTILEVERFLOOR LEVELSEE SHEAR WALL SCHEDULE FOR REQ'D COMPRESSION STUDS AND HOLD-DOWNS1' - 0"1' - 0"AT SOLE (BOTTOM) PLATE AND AT TOP PLATE, AT EA. FLOOR, STRAP CORNERS WITH (1) SIMPSON CS20 STRAP, MIN. OVERLAP 1'-0" EA. END, TYP. ALL EXTERIOR PERIMETER WALLS. STRAP MAY BE INSTALLED EITHER OVER SHEATHING OR UNDER SHEATHING.ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTIONAs indicatedFFFFRRRRAAAAMMMMIIIINNNNGGGG SSSSEEEECCCCTTTTIIIIOOOONNNNSSSSAAAANNNNDDDD DDDDEEEETTTTAAAAIIIILLLLSSSSSSSS222200005555Taitem110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 1/4" = 1'-0"1TYPICAL FRAMING AT EXTERIOR WALL - ELEVATION DETAIL 1 1/2" = 1'-0"4CORRIDOR FRAMING DETAIL AT CORRIDOR TRUSS AT DOOR HEADER 1 1/2" = 1'-0"6CORRIDOR FRAMING DETAIL AT PARALLEL TRUSS 1 1/2" = 1'-0"8CORRIDOR FRAMING DETAIL BETWEEN TRUSSES 1 1/2" = 1'-0"7CORRIDOR FRAMING DETAIL AT PERPENDICULAR TRUSS 1 1/2" = 1'-0"5EXTERIOR WALL FRAMING BETWEEN TRUSSES 1 1/2" = 1'-0"3EXTERIOR WALL FRAMING AT TRUSS 1/4" = 1'-0"2TYPICAL FRAMING AT INTERIOR LOAD BEARING WALL - ELEVATION DETAILWALL FRAMING SCHEDULEFLOOR FRAMINGALL EXTERIOR WOOD FRAMED WALLS / SHEAR WALLS5: 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT4: 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT3: 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT2: (2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHTINTERIOR LOAD-BEARING WOOD FRAMED WALLS / SHEAR WALLS5: 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT4: 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT3: (2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT2: (2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHTINTERIOR NON LOAD-BEARING SHEAR WALLS2-5 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 1 1/2" = 1'-0"9EXTERIOR WALL PANELS CONNECTION 3/4" = 1'-0"13SECTION AT CANTILEVERED BALCONY PERPENDICULAR TO FRAMING 1/4" = 1'-0"15TYPICAL PLAN DETAIL AT CANTILEVERED BALCONY, PERPENDICULAR TO FRAMING 1/4" = 1'-0"14TYPICAL PLAN DETAIL AT CANTILEVERED BALCONY, PARALLEL TO FRAMING 3/4" = 1'-0"12SECTION AT CANTILEVERED BALCONY PARALLEL TO FRAMING 1" = 1'-0"10CORNER STRAP AT WALL PLATES1 4TH FLOOR32' - 0"P.T. 2X8 LEDGER, LAG BOLTED WITH FLAT HEAD 5" LONG LEDGER LOCKS, (2) ROWS 12" O.C.2X8 FRAMING AND SOLID BLOCKING AS SHOWNSEE ARCH. DRAWINGS FOR INSULATION AND INTERIOR FINISHP.T. 2X6 WALL FRAMING BEHIND EXISTING BRICKDOUBLE 2X6 TOP PLATEP.T. ROOF DECK FRAMING - SEE FRAMING PLANSCONTINUOUS P.T. PLYWOOD SHEATHING AT PARAPET FRAMINGBRICK ATTACHED TO NEW 2X6 STUD WALL WITH HELIFIX DRYFIX STAINLESS ANCHORS @ 32" O.C. EACH WAYSEE ARCH. DWGS. FOR EXTERIOR WALL AND FLOOR INSULATION AND FINISHESINSULATION, REFER TO ARCH. DWGS.PARGE COAT4TH FLOOR32' - 0"1 1/2"3 7/8"1 1/2"1 1/2"PAD OUT STEEL BEAM WITH P.T. 2X12 AND P.T. 7/8" PLYWOOD AND FASTEN TO BEAM WITH (3) ROWS 1/2" BOLTS @ 16" O.C. POSITION BOLTS AS SHOWN.2X6 NAILER FASTENED TO STEEL BEAM WITH 1/2" BOLTS, 30" O.C., STAGGEREDTOP MOUNT FLANGE HANGER FOR FLOOR TRUSSESP.T. FRAMING AT ROOF DECK - SEE FRAMING PLANSHANGER FOR DECK FRAMING FASTENED TO PADDED OUT STEEL BEAM STEEL BEAM DROPPED TO HEIGHT SHOWN. SEE FRAMING PLANSSEE ARCH. DWGS. FOR EXTERIOR WALL AND FLOOR INSULATION AND FINISHESSEE ARCH. DWGS. FOR INTERIOR WALL, FLOOR AND CEILING FINISHESFLOOR TRUSSES - SEE FRAMING PLANS12ND FLOOR406.54R12" CONCRETE PLANK W/ 3" TOPPING. REINFORCING BY PLANK MANUFACTURERCMU WALL, REFER TO S203 FOR REINFORCINGINTERIOR WALL, REFER TO ARCH. DWGS.EXPANSION JOINT AND FLASHING, REFER TO ARCH. DWGS.#5 @ 24" O.C.#5 CONT.1/2"Ø TITEN HD ANCHOR @ 48" O.C.SECOND FLOOR12'-0"GARAGE CEILING(+/-) 8'-10"PARKING GARAGE CEILING, REFER TO ARCH.12" CONCRETE PLANK W/ 3" TOPPING. REINFORCING BY PLANK MANUFACTUREREXISTING STRUCTURE ON ADJACENT LOTCMU WALL, REFER TO S203 FOR REINFORCING.6"1' - 0"EXPANSION JOINT AND FLASHING, REFER TO ARCH. DWGS.#4 BENT BAR @ 24" O.C.(2) #4 CONT.2X6 @ 48" O.C. NOTCHED AT RIM JOIST AND FASTENED TO TRUSS WEB W/(3) 1/4"ØX3" SDS SCREWS1' - 6"2X6 @ 48" O.C. NOTCHED AT RIM JOIST AND FASTENED TO AND RIM WITH 2X4 BLOCKING TOP AND BOTTOM W/(2) 1/4"ØX3" SDS SCREWS1' - 6"L3x3x3/8" "OUTRIGGER" WELDED TO BEAM ALL AROUND. OCCURS @ 4'-0" O.C.L3-1/2"X3-1/2"X3/8" WELDED TO "OUTRIGGER" ANGLES @4'-0" O.C. PROVIDE (2) ROWS OF BOLT HOLES.C10X15.3. HOT DIPPED GALVANIZED(2) ROWS 5/8" BOLTS1/4" 1/4"STEEL BEAMBRICK FACADE, REFER TO ARCH. DWGS.NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR AIR SEALING AROUND ANGLE PENETRATIONS THROUGH AIR BARRIER. L162ND FLOOR406.54'3RD FLOOR416.54'4TH FLOOR426.54'5TH FLOOR436.54'19192ND FLOOR406.54'3RD FLOOR416.54'4TH FLOOR426.54'5TH FLOOR436.54'S2069S20611S20610SANCOR STAINLESS COMPANY EYE SLIP HOOK (LARGE) NOMINAL SIZE = 3/4". ITEM NUMBER S0454-0020, 12,000LB CAPACITY1/2"Ø STAINLESS STEEL CABLE (5,000 LB WORKING CAPACITY)3/4"Ø U-BOLT. 5,000 LB WORKING CAPACITYMC18X42.74"X4"X3/8" STEEL T SECTION @ 18" O.C.1/4"E70XX3/8" THICK STEEL GUTTER, CONTINUOUSLY WELD ALL JOINTS1"X1/4" STEEL BAR @ 1'-0" O.C., WELD TO GUTTERSTEEL BEAM AND CANT. PLANT ASSEMBLY. REFER TO 1/S20412" CONCRETE PLANK W/ 3" TOPPING. REINFORCING BY PLANK MANUFACTUREREXTERIOR WALL - REFER TO ARCHITECTURAL DRAWINGS(3) ROWS @ 1'-0" O.C. 3/8"Ø STEEL ROD, WELDED TO GUTTER AND STEEL PLATE. RODS1/4"E70XX1/4"E70XX3"ØSTD PIPE WELDED FROM PLATE TO POUR STOP ANGLE1/4"E70XX16"X1/2" STEEL PLATE CONTINUOUS OVER LENGTH OF CANOPYC10X15.3 BRICK LINTEL5TH FLOOR42' - 0"S18X54.74 TON SNATCH BLOCK W/SWIVEL HOOK, 4.5" SHEAVE (FOR 1/2" WIRE ROPE)1/2"Ø STAINLESS STEEL CABLE3' - 8"7 1/4"1' - 0"1' - 0"L4x4x3/8"X12'-0" LONG, FASTEN TO EACH TRUSS TOP AND BOTTOM CHORD W/1/4" X 3" LAG BOLT 20"X7"X1/2" STEEL PLATE3/8"E70XX3/8"E70XXC10X15.3 BRICK LINTEL4TH FLOOR32' - 0"L4x4x3/8"X12'-0" LONG, FASTEN TO EACH TRUSS TOP AND BOTTOM CHORD W/1/4" X 3" LAG BOLT 20"X7"X1/2" STEEL PLATE3/8"E70XX3/8"E70XX1/2" STEEL CONNECTION PLATECLEVIS HARDWARE, REFER TO ARCH. DWGS.C10X15.3 BRICK LINTEL1ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTIONAs indicatedFFFFRRRRAAAAMMMMIIIINNNNGGGG SSSSEEEECCCCTTTTIIIIOOOONNNNSSSSAAAANNNNDDDD DDDDEEEETTTTAAAAIIIILLLLSSSSSSSS222200006666Taitem110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 3/4" = 1'-0"1SECTION DETAIL AT 4TH FLOOR ROOF DECK AND PARAPET 3/4" = 1'-0"2SECTION DETAIL AT 4TH FLOOR ROOF DECK AND STEEL BEAM 3/4" = 1'-0"3SECTION AT EAST PLANK EDGE 3/4" = 1'-0"4PLANK AT PARKING EXTERIOR 3/4" = 1'-0"5PARAPET FRAMING DETAIL 3/4" = 1'-0"6PARAPET FRAMING DETAIL - TRUSS PARALLEL 1 1/2" = 1'-0"7PLANK EDGE AT GARAGE NORTH ENLARGED DETAIL 1/2" = 1'-0"8SECTION AT CANOPY 1 1/2" = 1'-0"9SECTION DETAIL 1 1/2" = 1'-0"10SECTION 1 1/2" = 1'-0"11SECTION SHEAR TRANSFER CLIP - SEE SHEAR WALL SCHEDULE FOR TYPE AND QUANTITY REQUIRED PER SHEAR WALL LINE SEGMENT16" LSL ALIGNED TO ONE SIDE OF 2X6 SHEAR WALL BELOWDOUBLE TOP PLATE OF 2X6 SHEAR WALL1SHEAR WALL LINE SHEAR WALL LINE COMPRESSION STUDS - SEE SHEAR WALL SCHEDULE FOR REQ'D NUMBERCOMPRESSION STUDS - SEE SHEAR WALL SCHEDULE FOR REQ'D NUMBERBEARING POST - SEE FRAMING PLANS FOR NUMBER OF STUDS REQ'D FOR BEAM BEARINGSIMPSON HOLD-DOWN. SEE SHEAR WALL SCHEDULE FOR SIZE AND TYPE NOTE: ADD SAME AMOUNT OF COMPRESSION STUDS, PER SHEAR WALL SCHEDLE, WITHIN THE FLOOR FRAMING TO ACT AS BLOCKING FOR LOAD TRANSFER.SHEAR WALL LINE SHEAR WALL LINE COMPRESSION STUDS - SEE SHEAR WALL SCHEDULE FOR REQ'D NUMBERWALL FRAMING - SEE WALL FRAMING SCHEDULE ON FRAMING PLANS FOR NUMBER OF STUDS AND SPACINGSIMPSON HOLD-DOWN. SEE SHEAR WALL SCHEDULE FOR SIZE AND TYPE NOTE: ADD SAME AMOUNT OF COMPRESSION STUDS, PER SHEAR WALL SCHEDLE, WITHIN THE FLOOR FRAMING TO ACT AS BLOCKING FOR LOAD TRANSFER.SHEAR WALL LINE SHEAR WALL LINE COMPRESSION STUDS - SEE SHEAR WALL SCHEDULE FOR REQ'D NUMBERSIMPSON HOLD-DOWN. SEE SHEAR WALL SCHEDULE FOR SIZE AND TYPE NOTE: ADD SAME AMOUNT OF COMPRESSION STUDS, PER SHEAR WALL SCHEDLE, WITHIN THE FLOOR FRAMING TO ACT AS BLOCKING FOR LOAD TRANSFER.7/8" STRAIGHT ANCHOR BOLT, F1554, A36, EXCEPT AT HOLD-DOWN TYPE "B" LOCATIONS. AT THOSE LOCATIONS, USE FY=50KSI STEEL.SEE CONCRETE PLANK DETAILS FOR PLANK REINFORCING6"8" X 8" X 5/8" STEEL PLATE, NUT AND WASHERREFER TO S107 FOR SHEAR WALL SHEATHINGSEE ARCHITECTURAL DRAWINGS FOR WALL AND FLOOR FINISHESSTEEL BEAM - REFER TO BEAM SCHEDULE ON S102CONCRETE PLANK AND TOPPING. SEE CONCRETE PLANK DETAILS FOR PLANK REINFORCINGEXTERIOR WALL - REFER TO ARCHITECTURAL DRAWINGSREFER TO SHEAR WALL KEY PLAN AND SCHEDULES ON SHEET S107 FOR SIMPSON HOLD-DOWN, ROD TYPE AND SIZE, AND NUMBER OF COMPRESSION STUDS REQ'D.CEILING, WHERE IT OCCURS - REFER TO ARCHITECTURAL DRAWINGSSHEAR WALL FRAMING. REFER TO SHEAR WALL KEY PLAN AND SCHEDULES ON SHEET S107 FOR SIZE AND SPACING.1 1/2"(2) #5 LONGITUDINAL 5/16" THICK GUSSET PLATE 1/2" THICK BENT PLATE / POUR STOP AT CANTILEVERED CONCRETE EDGEWELD ANCHOR TO BEAM TOP FLANGE1ANCHOR BOLT AND SPACING PER SILL PLATE ANCHORAGE NOTES, SHEET S107110d X 2.25" @ 4" O.C.10d X 3.5" (2) ROWS @ 12" O.C.ONE AT BLOCKING AND ONE AT RIM.CEILING NOT SHOWN. SEE ARCHITECTURAL DRAWINGSWALL FINISHES NOT SHOWN - SEE ARCHITECTURAL DRAWINGSADDITIONAL SHEATHING PER SHEAR WALL SCHEDULE16" LSL RIM BLOCKING. WHERE FRAMING IS PARALLEL, BLOCKING SHALL BE CONTINUOUS RIMBLOCKING FOR ADDITIONAL SHEATHING AS REQ'D, TYPICALSHEAR TRANSFER CLIP PER SCHEDULE, SHEET S107/S107.12 3/4"11CEILING NOT SHOWN. SEE ARCHITECTURAL DRAWINGSWALL FINISHES NOT SHOWN - SEE ARCHITECTURAL DRAWINGSADDITIONAL SHEATHING AS REQ'D PER SHEAR WALL SCHEDULE16" LSL RIMBLOCKING FOR ADDITIONAL SHEATHING OR FOR LARGE DIA. HOLD-DOWN ROD. SEE SHEAR WALL SCHEDULE.SIMPSON HOLD-DOWN. SEE SHEAR WALL SCHEDULE FOR SIZE AND TYPEHOLD-DOWN ROD - SEE SHEAR WALL SCHEDULE FOR SIZE AND TYPE. WHERE LARGE DIA. ROD IS SPECIFIED, ADD BLOCKING AS REQ'D.SIMPSON HOLD-DOWN. SEE SHEAR WALL SCHEDULE FOR SIZE AND TYPEWALL DOUBLE TOP PLATEWALL SOLE PLATENOTE: LOCATE HOLD-DOWN ROD AS CLOSE TO MIDDLE OF STUD AS POSSIBLE.1(42) 16D X 3.5" NAILS EA. END. STRAP 3" X 12 GA. SIMILAR TO SIMPSON CMST12.ALIGN FLOOR TRUSS WHERE DRAGS OCCUR. VERTICAL LEG REQUIRES (2) 2X6 STUDS. ATTACH BOTTOM OF STUDS TO SOLE/SILL PLATE WITH SIMPSON H8 TIES (ONE EACH STUD) AND W/ (2) SDWC15600 STRONG-DRIVE SCREWS FROM SIMPSON (TOE SCREWED, ONE PER SIDE OR BOTH ON ONE SIDE). STRONG-DRIVE SCREWS SHALL BE INSTALLED PER SIMPSON RECOMMENDATIONS.3' - 8"EXTERIOR WALL - REFER TO ARCHITECTURAL DRAWINGSFLOOR TRUSS - REFER TO FRAMING PLANSSEE SHEAR WALL SCHEDULE, SHT. S107 FOR WALL SHEATHING AND NAILING REQUIREMENTSFLOOR SHEATHING14' - 0"IF BUILDING IS TO BE PANELIZED, THIS SECTION OF WALL SHEATHING AND INSULATION TO BE INSTALLED IN FIELD TO PROVIDE ADEQUATE OVERLAP OF SHEATHING OVER RIM JOIST.12ND FLOOR406.543RD FLOOR22' - 0"4TH FLOOR32' - 0"5TH FLOOR42' - 0"ROOF52' - 0"F.1J.1S2072S2072SimS2072SimS2072SimS2073S2073SimS2073SimS2073SimS2073SimS2073SimS2073SimS2073SimS2073SimS2073SimS2073SimS2073SimS2078S2078S2079SIMS2079SIM3RD FLOOR22' - 0"SILL PLATEWALL DOUBLE TOP PLATESEE ARCHITECTURAL DRAWINGS FOR WALL AND FLOOR FINISHES(2) SIMPSON DTT2Z HOLD-DOWNS W/ 1/2" THREADED ROD (ONE EACH SIDE OF POST).1/2" THREADED ROD FROM HOLD-DOWNS (ONE EACH SIDE OF BEAM). BOLT THROUGH WALL DOUBLE TOP PLATE TO STEEL TOP PLATE OF HSS POST. COORDINATE STEEL TOP PLATE HOLE LOCATIONS.HSS 5X5X1/4 STEEL POST WITH 5 1/2" X 11" X 1/2" THICK TOP PLATEEXTERIOR WALL WHERE IT OCCURS - REFER TO ARCHITECTURAL DRAWINGS2 3/4"2 3/4"4S207STRUCTURAL POST - SEE FRAMING PLANSRIM JOIST - SEE FRAMING PLANS4' - 0"IF BUILDING IS TO BE PANELIZED, THIS SECTION OF WALL SHEATHING AND INSULATION TO BE INSTALLED IN FIELD TO PROVIDE ADEQUATE OVERLAP OF SHEATHING OVER RIM JOIST.13RD FLOOR22' - 0"1B11"WALL DOUBLE TOP PLATE1/2" THREADED ROD (ONE EACH SIDE OF BEAM). BOLT THROUGH WALL DOUBLE TOP PLATE TO STEEL TOP PLATE. COORDINATE STEEL TOP PLATE HOLE LOCATIONS.HSS 5X5X1/4 STEEL POST WITH 5 1/2" X 11" X 1/2" THICK TOP PLATESILL PLATE(2) SIMPSON DTT2Z HOLD-DOWNS W/ 1/2" THREADED ROD (ONE EACH SIDE OF POST), BOLTED THROUGH SILL PLATESTRUCTURAL POST - SEE FRAMING PLANSSEE ARCHITECTURAL DRAWINGS FOR FLOOR FINISHSEE ARCHITECTURAL DRAWINGS FOR CEILING FINISHTRUSS GIRDER OR LVL - SEE FRAMING PLANS4TH FLOOR32' - 0"WALL DOUBLE TOP PLATE(2) SIMPSON DTT2Z HOLD-DOWNS W/ 1/2" THREADED ROD (ONE EACH SIDE OF POST).1/2" THREADED ROD (ONE EACH SIDE OF BEAM). BOLT THROUGH WALL DOUBLE TOP PLATE TO HOLD-DOWN BELOW.EXTERIOR WALL WHERE IT OCCURS - REFER TO ARCHITECTURAL DRAWINGS2 3/4"2 3/4"SILL PLATESEE ARCHITECTURAL DRAWINGS FOR WALL AND FLOOR FINISHESSTRUCTURAL POST - SEE FRAMING PLANS(2) SIMPSON DTT2Z HOLD-DOWNS W/ 1/2" THREADED ROD (ONE EACH SIDE OF POST).STRUCTURAL POST - SEE FRAMING PLANS5S207RIM JOIST - SEE FRAMING PLANSIF BUILDING IS TO BE PANELIZED, THIS SECTION OF WALL SHEATHING AND INSULATION TO BE INSTALLED IN FIELD TO PROVIDE ADEQUATE OVERLAP OF SHEATHING OVER RIM JOIST.4' - 0"14TH FLOOR32' - 0"1BWALL DOUBLE TOP PLATESILL PLATE(2) SIMPSON DTT2Z HOLD-DOWNS W/ 1/2" THREADED ROD (ONE EACH SIDE OF POST), BOLTED THROUGH SILL PLATESTRUCTURAL POST - SEE FRAMING PLANSSEE ARCHITECTURAL DRAWINGS FOR FLOOR FINISHSEE ARCHITECTURAL DRAWINGS FOR CEILING FINISHTRUSS GIRDER OR LVL - SEE FRAMING PLANSSTRUCTURAL POST - SEE FRAMING PLANS(2) SIMPSON DTT2Z HOLD-DOWNS W/ 1/2" THREADED ROD (ONE EACH SIDE OF POST).LEF.1SECOND FLOOR12'-0"12" CONCRETE PLANK W/ 3" TOPPING. FOR REINFORCING, SEE DETAIL STEEL BEAM - SEE FRAMING PLANSEXTERIOR WALL - REFER TO ARCHITECTURAL DRAWINGSHSS 5X5X1/4 STEEL POST WITH 5 1/2" X 11" X 1/2" THICK BOTTOM PLATE5/16" THICK GUSSET PLATE CEILING, WHERE IT OCCURS - REFER TO ARCHITECTURAL DRAWINGS(2) 5/8" THREADED ROD, ONE EA. SIDE, BOLTED THROUGH STEEL COLUMN BASE PLATE AND SILL PLATE TO BENT PLATE BELOW1/2" THICK BENT PLATE / POUR STOP AT CANTILEVERED CONCRETE EDGE/6S2041(2) #5 LONGITUDINAL 1 1/2"10" CMU WALLS. SEE CMU WALL DETAILS ON SHEET S202 FOR REINFORCING.(2) 2X6 FASTENED TO CMU WITH 3/4" TITEN HD ANCHOR @ 12" O.C.NO INSTALLATION WITHIN 1 1/2" OF HEAD JOINTS, TYP. 2x6 IN CONTACT WITH CMU TO BE P.T.SHEATHING ATTACHED TO INNERMOST 2X6 W/ EDGE NAILING PATTERN. OUTERMOST 2X6 ATTACHED W/ FIELD NAILING PATTERN.SEE FRAMING PLANS AND SHEAR WALL KEY PLAN S107 FOR STUD SPACING10" CMU WALLS. SEE CMU WALL DETAILS ON SHEET S202 FOR REINFORCING.P.T. 2X10 FASTENED TO CMU WITH 3/4" TITEN HD ANCHOR @ 12" O.C.NO INSTALLATION WITHIN 1 1/2" OF HEAD JOINTS, TYP.(2) 2X6 ATTACHED TO 2X10 WITH (2) ROWS 1/4" X 4 1/2" SDS SCREWS @ 8" O.C.4"SHEATHING ATTACHED TO OUTERMOST 2X6 & 2X10 W/ EDGE NAILING PATTERN. MIDDLE 2X6 ATTACHED W/ FIELD NAILING PATTERN.SEE FRAMING PLANS AND SHEAR WALL KEY PLAN S107 FOR STUD SPACINGERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTIONAs indicatedTTTTYYYYPPPPIIIICCCCAAAALLLL SSSSHHHHEEEEAAAARRRR WWWWAAAALLLLLLLLDETAILSDETAILSDETAILSDETAILSSSSS222200007777Taitem110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SETNTS17SHEAR TRANSFER CLIP - TOP OF WALL, 3D DETAIL 1" = 1'-0"12HOLD-DOWN DETAIL AT BEARING POST 1" = 1'-0"16HOLD-DOWN @ T INTERSECTION 1" = 1'-0"11TWO HOLD-DOWNS AT EXTERIOR CORNER, TYPICAL 3/4" = 1'-0"9HOLD-DOWN ANCHOR BOLT DETAIL AT CONC. PLANK 3/4" = 1'-0"7HOLD-DOWN ANCHOR BOLT DETAIL AT PERIMETER BEAM 1 1/2" = 1'-0"6SECTION DETAIL AT TOP OF SHEAR WALL 1 1/2" = 1'-0"10SECTION DETAIL SHEAR WALL HOLD-DOWNS 3/4" = 1'-0"14DRAG STRUT TO EXTERIOR WALL CONNECTION - SECTION, TYPICAL 1/4" = 1'-0"1PORTAL FRAME AT NORTH WING, GRID 1B 1 1/2" = 1'-0"23RD FLOOR PORTAL FRAME HOLD-DOWN SECTION DETAIL A 1 1/2" = 1'-0"43RD FLOOR PORTAL FRAME HOLD-DOWN SECTION DETAIL B 1 1/2" = 1'-0"34TH & 5TH FLOOR PORTAL FRAME HOLD-DOWN SECTION DETAIL A 1 1/2" = 1'-0"54TH AND 5TH FLOOR PORTAL FRAME HOLD-DOWN SECTION DETAIL B 3/4" = 1'-0"82ND FLOOR PORTAL FRAME ATTACHMENT DETAIL 3/4" = 1'-0"15SHEAR WALL ATTACHMENT AT CMU 3/4" = 1'-0"18SHEAR WALL ATTACHMENT AT CMU CORNERDETAIL DELETED1