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HomeMy WebLinkAboutSprinkler tests 130 Cherry Site Plan Inspection 93021.docxRE: City of Ithaca Board of Zoning Appeals CITY OF ITHACA 108 E. Green St. — Third Floor Ithaca, NY 14850-5690 DEPARTMENT OF PLANNING AND DEVELOPMENT JoAnn Cornish, Director Planning & Development – 607-274-6550 </w:t></w:r </w:t></w:Community Development/IURA – 607-274-6565 E-Mail: dgrunder@cityofithaca.org SITE PLAN REVIEW (SPR) FIELD INSPECTION RECORD PROJECT: 130 Cherry Street- Apartments (Arthaus) OWNER: </w:t></w: Vecino Group ARCHITECT/CONSULTANT: Whitham Planning & Design Site Plan Approval filed on: 7-23-19 Final site inspection completed on: 9-30-21 by Lisa Nicholas. Projects must be inspected for conformance to the Approved Site Plan at least (but not limited to) once during site preparation and when site improvements are installed. Unless noted otherwise, a final site inspection must be dated and initialed prior to Planning and Development Approval for Certificate of Occupancy. CONSTRUCTION PHASE REMARK Completion The completed project is consistent with the approved site plan. The opening to the play area gate should either be moved or the landscaping rearranged to allow for entering and exiting. <After site clean-up, planning has no objection to issuance of the Certificate of Occupancy. Cc: Billy Epthimiatos Rob Fell-de-Walt File A Cert.pdf Arthaus Air Balance BA Signed.pdf Acceptance of TAB reports 10/19/21 Conformed Drawing Set.pdfC:\Users\jesta\Desktop\200319 - SI02 Sheets.pdf Newfield Gravel Corp. Alie Attic Ben Weitsman&Son Steel Service Center PROJECT SITE Ben Weitsman of Ithaca T a b e r S t . C h e r r y S t . GROSS BUILDING AREARENTABLE SPACE FIRST FLOOR7,748 s.f. 7,748 s.f. SECOND FLOOR22,983 s.f.18,092 s.f. THIRD FLOOR22,983 s.f.18,092 s.f. FOURTH FLOOR22,983 s.f.18,092 s.f. FIFTH FLOOR22,983 s.f.18,092 s.f. TOTAL:99,680 s.f. 72,368 s.f. DRAWING INDEX GENERAL PROJECT NOTES UNIT MATRIX PROJECT TEAM 1. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL COMPLY WITH ALL APPLICABLE CODES, CODE AMENDMENTS, STANDARDS, ORDINANCES, RULES AND REGULATIONS INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: LOCAL ZONING ORDINANCES, LOCAL BUILDING CODES, ANSI A117.1, OSHA AND REGULATIONS OF THE NEW YORK STATE LABOR DEPARTMENT, THE FEDERAL FAIR HOUSING ACT, ARIZONA FAIR HOUSING ACT, THE HUD FAIR HOUSING REGULATIONS, THE FAIR HOUSING ACT DESIGN MANUAL, THE UNIFORM FEDERAL ACCESSIBILITY STANDARDS, AND THE AMERICANS WITH DISABILITIES ACT, INCLUDING THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN (WHERE APPLICABLE). 2. THE CONTRACTOR SHALL PAY FOR AND SECURE ALL REQUIRED PERMITS, EXCLUDING BUILDING PERMIT. 3. THE CONTRACTOR SHALL REVIEW ALL DRAWINGS AND NOTIFY ARCHITECT OF ANY INACCURACIES OR DISCREPANCIES PRIOR TO COMMENCEMENT OF WORK. 4. THE CONTRACTOR SHALL EXAMINE THE SITE AND INCLUDE IN HIS WORK THE EFFECT OF ALL EXISTING CONDITIONS ON THE WORK. 5. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, PERFORM ALL WORK AND INSTALL ALL MATERIALS IN ACCORDANCE WITH RECOGNIZED GOOD STANDARD PRACTICE. MATERIALS AND EQUIPMENT SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S WRITTEN SPECIFICATIONS AND/OR INSTRUCTIONS. WORK SHALL BE PERFORMED ACCORDING TO THE BEST PRACTICES OF THE TRADE, AND IN A PROFESSIONAL MANNER BY MECHANICS SKILLED IN THEIR RESPECTIVE TRADE. 6. THE CONTRACTOR IS NOT RESPONSIBLE TO ASCERTAIN THAT THE CONTRACT DOCUMENTS ARE IN ACCORDANCE WITH APPLICABLE LAWS, STATUTES, ORDINANCES, CODES, AND RULES AND REGULATIONS. HOWEVER IF THE CONTRACTOR OBSERVES THAT PORTIONS OF THE CONTRACT DOCUMENTS ARE AT VARIANCE THEREWITH, THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ARCHITECT IN WRITING OF THE PORTIONS OF WORK AT VARIANCE WITH THE CODE. 7. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD AND REPORT ALL DISCREPANCIES TO THE ARCHITECT FOR RESOLUTION PRIOR TO COMMENCEMENT OF WORK. 8. THE ARCHITECT SHALL HAVE THE RIGHT AT ALL TIMES TO EXAMINE THE WORK AND DETERMINE CONFORMANCE WITH THE REQUIREMENTS AND INTENT OF THE CONTRACT DOCUMENTS, AS INTERPRETED BY THE ARCHITECT. THE ARCHITECT WILL NOT HAVE CONTROL OVER NOR CHARGE OF, NOR BE RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. THE ARCHITECT WILL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO PERFORM THE WORK IN ACCORDANCE WITH THE CONTRACT. 9. THE CONTRACTOR SHALL MAINTAIN THE SITE IN A SAFE, CLEAN, AND ORDERLY FASHION ON A DAILY BASIS FOR THE DURATION OF THE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL DISPOSE OF ALL CONSTRUCTION DEBRIS AT A LEGAL OFF-SITE WASTE FACILITY. 10. THE CONTRACTOR IS RESPONSIBLE FOR SECURING AND PROTECTING ALL MATERIALS DELIVERED TO THE SITE FROM WEATHER AND THEFT. 11. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING THE CONTRACTOR'S BEST SKILL AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HAVE CONTROL OVER MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTION OF PORTIONS OF WORK ALREADY PERFORMED TO DETERMINE THAT SUCH PORTIONS ARE IN PROPER CONDITION TO RECEIVE SUBSEQUENT WORK. 12. ITEMS SUCH AS PATCHING, BLOCKING, TRIM, ETC., SHALL BE PERFORMED AS REQUIRED TO MAKE THE WORK COMPLETE WHETHER SHOWN OR NOTED ON THE DOCUMENTS OR NOT. 13. ITEMS TO BE PROVIDED BY THE ARCHITECT, WORK TO BE PERFORMED BY OTHERS, AND MISCELLANEOUS SPECIAL REQUIREMENTS HAVE BEEN NOTED AS SUCH ON THE DRAWINGS. THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES TO THE ARCHITECT FOR RESOLUTION PRIOR TO COMMENCEMENT OF WORK. 14. THE WORD "PROVIDE" SHALL INCLUDE BOTH SUPPLYING AND INSTALLING THE SPECIFIED OR DETAILED ITEM, IN PLACE AND READY FOR OPERATION OR USE. 15. THE CONTRACTOR SHALL PROVIDE TEMPORARY AND REMOVABLE PROTECTION FOR INSTALLED PRODUCTS. THE CONTRACTOR SHALL CONTROL ACTIVITY IN IMMEDIATE WORK AREA TO MINIMIZE DAMAGE. 16. PRODUCT AND SYSTEM SPECIFICATIONS ARE AS INDICATED ON THE DRAWINGS, OR EQUAL, AS ACCEPTED BY THE ARCHITECT. THE CONTRACTOR SHALL PROVIDE ALL PRODUCTS FROM THE PREFERRED MANUFACTURERS AS LISTED IN THE SPECIFICATION AND/OR ON THE DRAWINGS, IN SO FAR AS ALL CRITERIA OF THE PRODUCT OR SYSTEM SPECIFIED ARE MET. 17. WHERE NO SPECIFIC PRODUCT IS SPECIFIED, THE CONTRACTOR SHALL PROVIDE PRODUCTS FROM THE PREFERRED MANUFACTURERS LISTED IN THE SPECIFICATIONS THAT MEET INDUSTRY STANDARDS AND ARE COMPATIBLE WITH ALL ADJACENT AND ASSOCIATED CONSTRUCTION. WHERE THERE IS AN AESTHETIC IMPACT, THE CONTRACTOR SHALL SUBMIT THE PROPOSED PRODUCT TO THE ARCHITECT FOR REVIEW/APPROVAL. 18. THE CONTRACTOR SHALL PERFORM FINAL CLEANING AT THE END OF CONSTRUCTION, CLEAN INTERIOR SURFACES, EQUIPMENT, AND FIXTURES. TESTING AND COMMISSIONING OF SYSTEMS SHALL BE DONE ACCORDING TO THE SPECIFICATIONS. CONSTRUCTION DOCUMENT -SUPPLEMENTAL INSTRUCTIONS 01 -1-20-20 BUILDING CODE INFORMATION NEIGHBORHOOD VICINITY MAP ZONING INFORMATION CHERRY STREET DISTRICT MULTI-FAMILY RESIDENTIAL PERMITTED USE: APARTMENT HOUSES LOT AREA REQUIREMENTS:None PARKING REQUIREMENTS:Provided Parking: 34 spaces Bicycle Parking Provided: 56 spots SETBACK REQUIREMENTS:SIDE YARD = 10' MINIMUM FRONT YARD = NO MINIMUM REAR YARD = 25' MINIMUM FROM TOP OF BANK BUILDING HEIGHT REQUIREMENTS:63' maximum 130 CHERRY STREET, ITHACA, TOMPKINS COUNTY, NEW YORK SUSTAINABILITY SUMM. Energy Star This development will pursue an Energy Star HERS Index between 51 and 74. Certification through Energy Star Certified Homes Program will be evaluated using the Energy Star Performance Path: 1. Use a RESNET-accredited Home Energy Rating software program to determine the ENERGY STAR HERS Index Target. 2. Using the same RESNET-accredited Home Energy Rating software program, configure the preferred set of energy measures for the rated home and verify that the resulting HERS Index meets or exceeds the ENERGY STAR HERS Index Target, as determined in Step 1. 3. Construct the home using measures selected in Step 2 and the Mandatory Requirements for All Certified Homes. 4. Using a Rater, verify that all requirements have been met in accordance with the Mandatory Requirements for All Certified Homes and with RESNET's On Site Inspection Procedures for Minimum Rate Features. AFFABOVE FINISHED FLOOR ACTACOUSTIC CEILING TILE AHUAIR HANDLING UNIT APPROXAPPROXIMATELY BCNYSBLDG CODE OF NY STATE B/BOTTOM OF CPTCARPET CIPCAST IN PLACE CLNGCEILING CLRCLEAR CFTCERAMIC FLOOR TILE CONCCONCRETE CONTCONTINUOUS CJCONTROL JOINT CWTCERAMIC WALL TILE DIADIAMETER ELEVELEVATION EJEXPANSION JOINT EQEQUAL FTFEET FRPFIBERGLASS REINFORCED PLASTIC FLFLOOR FDFLOOR DRAIN FDNFOUNDATION GCGENERAL CONTRACTOR GWBGYPSUM WALL BOARD HC (H/C)HANDICAPED ACCESSIBLE HCWHOLLOW CORE WOOD HVACHEATING VENTILATION/AIR CONDITIONING HMHOLLOW METAL HORHORIZONTAL LAVLAVATORY MFTRMANUFACTURER MOMASONRY OPENING MAXMAXIMUM MDFMEDIUM DENSITY FIBERBOARD MDOMEDIUM DENSITY OVERLAY MINMINIMUM NA (N/A)NOT APPLICABLE NICNOT IN CONTRACT NTSNOT TO SCALE OCON CENTER OPPOPPOSITE OSBORIENTED STRAND BOARD PFTPORCELAIN FLOOR TILE PTPAINT PLAMPLASTIC LAMINATE PWTPORCELAIN WALL TILE RCPREFLECTED CEILING PLAN REQDREQUIRED ROROUGH OPENING RTUROOF TOP UNIT SIMSIMILAR SCWSOLID CORE WOOD SCHEDSCHEDULE SFSQUARE FEET SPECSPECIFICATION SQSQUARE SSSTAINLESS STEEL STLSTEEL STNSTAIN T&GTOUNGUE AND GROOVE T/OTOP OF TYPTYPICAL UNOUNLESS NOTED OTHERWISE VWBVINYL WALL BASE VERTVERTICAL VIFVERIFY IN FIELD VPFVINYL PLANK FLOORING VSFVINYL SHEET FLOORING WDWOOD COMMON ABBREVIATIONS FAIR HOUSING ACT GUIDELINES 1. Accessible Building Entrance on an Accessible Route: All covered multifamily dwellings must have at least one building entrance on an accessible route unless it is impractical todo so because of the terrain or unusual characteristics of the site. 2. Accessible and Usable Public and Common Use Areas: Public and common use areas must be readily accessible to and usable by people with disabilities. 3. Usable Doors: All doors that allow passage into and within all premises must be wide enough to allow passage by persons using wheelchairs. 4. Accessible Route into and Through the Dwelling Unit: There must be an accessible route into and through each dwelling unit. 5. Light Swiches, Electrical Outlets, Thermostats, and Other Environmental Controls Must be in Accessible Locations: Dwelling units must contain light switches, electrical outlets, thermostats, and other environmental controls in accessible locations. 6. Reinforced Walls for Grab Bars: Dwelling unit bathrooms must contain reinforcement in bathroom walls to allow for the future installation of grab bars aroundtoilets and bathtubs / showers. 7. Usable Kitchens and Bathrooms: Dwelling unit kitchens and bathrooms must be designed and constructed so an individual using a wheelchair is able to mauever in the space provided. International Energy Conservation Code (IECC), 2015 Residential Energy Efficiency requirements (Table 402.1.1): Wall Insulation-Wood Framed R-20 + R-3.8 C.I. Roof Insulation-Insulation above Deck R-30 C.I. Floor-Mass floor above grade R-12.5 C.I. Floor-Steel joist above grade (alternate) R-38 C.I. Floor-Slab on Grade, Unheated R-15 insulation for 24" below grade Opaque Doors, Swinging Assembly maximum U-0.37 Fixed Fenestration Assembly maximum U-0.36 Operable Fenestration Assembly maximum U-0.43 Glass Entrance Doors Assembly maximum U-0.77 NYSERDA This project is participating in the NYSERDA Multifamily New Construction Program and Energy Star Multifamily High Rise Program Version 1.0. The project, and all subcontractors, must adhere to the requirements of these two Programs including, but not limited to the following: • The dwelling units shall be tested and verified as having an air leakage rate of less than 0.3 CFM per square foot of the enclosure bounding the apartment at an induced pressure difference of 50 pascals. Testing may be performed in accordance with either ASTM E779 or ASTM E1827. Testing will be performed by Owner’s representative at any time after the creation of all penetrations within the apartment air barrier. Sampling requirements as per the Energy Star Multifamily High Rise Program. • The apartment heating and cooling ductwork shall be tested and verified as having an air leakage rate of ≤8 CFM25 per 100 ft2 of conditioned floor area. • Air barrier must be continuous around the entire building. Air barrier must be detailed at all penetrations and transitions including, but not limited to, structural components, connections between dissimilar materials, and window rough openings. Flashing materials and sealants must be used at window openings, through‐wall duct penetrations, the transition between the wall and roof barrier, and the transition between the wall and foundation barrier. • All batt insulation installed as part of the building’s thermal envelope (exterior floors, walls, and roof) must be installed such that it achieves RESNET‐defined Grade I installation or, alternatively, Grade II for walls with continuous insulation ≥R-5. Ithaca Arthaus The Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal. This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional. CONSULTANTS DRAWN BY: COPYRIGHT: © 2019 VECINO DESIGN PROJECT NUMBER: SITE / CIVIL ENGINEER FAGAN ENGINEERS & LAND SURVEYORS, P.C. 113 EAST CHEMUNG PLACE ELMIRA, NEW YORK 14904 CONTACT: 607.734.2165 DATE: DOS ID#5001632 STRUCTURAL ENGINEER TAITEM ENGINEERING, P.C. 110 SOUTH ALBANY STREET ITHACA, NEW YORK 14850 CONTACT: 607.277.1118 MEP ENGINEER TAITEM ENGINEERING, P.C. 110 SOUTH ALBANY STREET ITHACA, NEW YORK 14850 CONTACT: 607.277.1118 LANDSCAPE ARCHITECT WHITHAM PLANNING & DESIGN, LLC 142 EAST STATE STREET, SUITE B ITHACA, NEW YORK 14850 CONTACT: 607.272.1290 GENERAL CONTRACTOR VECINO CONSTRUCTION 305 WEST COMMERCIAL STREET SPRINGFIELD, MISSOURI 65803 CONTACT: 417.720.1577 Bruce Kayvon Adib-Yazdi License No. 038628 3/19/2020 2:41:37 PMBIM 360://80.01.18260 - Ithaca Arthaus NY/191004 - Ithaca - Arthaus_R19.rvt COVER SHEET G001 18260 LAH Ithaca Arthaus 130 CHERRY STREET, ITHACA TOMPKINS COUNTY, NEW YORK 3/12/2020 ARCHITECT BW ARCHITECTURE AND ENGINEERING 305 W. COMMERCIAL ST. SPRINGFIELD, MO 65803 CONTACT: BRUCE ADIB-YAZDI (417) 720-1577 CIVIL ENGINEERING FAGAN ENGINEERS & LAND SURVEYORS, PC 113 E. CHEMUNG PL. ELMIRA, NY 14904 CONTACT: TOM DOBRYDNEY (607) 734-2165 LANDSCAPE ARCHITECT WHITHAM PLANNING & DESIGN, LLC 142 E. STATE STREET, SUITE B ITHACA, NY 14850 CONTACT: SCOTT WHITHAM (607) 272-1290 GENERAL CONTRACTOR VECINO CONSTRUCTION LLC 24 4TH STREET TROY, NY 12180 CONTACT: MIKE WILLEMSEN (518) 514-8119 STRUCTURAL ENGINEERING TAITEM ENGINEERING, PC 110 S. ALBANY ST ITHACA, NY 14850 CONTACT: YOSSI BRONSNICK (607) 277-1118 MEP ENGINEERING TAITEM ENGINEERING, PC 110 S. ALBANY ST ITHACA, NY 14850 CONTACT: YOSSI BRONSNICK (607) 277-1118 OWNER'S CONSTRUCTION REPRESENTATIVE VECINO GROUP 305 W. COMMERCIAL ST. SPRINGFIELD, MO 65803 (417) 720-1577 BUILDING MATRIX - 3 UNIT TYPES ROOM TYPE 1ST FLOOR 2ND FLOOR 3RD FLOOR 4TH FLOOR 5TH FLOORTOTALPERCENTAGE 1 BED UNIT0141414145645.2% 2 BED UNIT055552016.1% STUDIO UNIT0121212124838.7% GRAND TOTAL031313131124100.0% ARCHITECTURAL SHEETS A701CASEWORK AND BATHROOM ELEVATIONS A702CASEWORK AND BATHROOM ELEVATIONS A703FINISH SCHEDULE A704FURNITURE PLAN ARCHITECTURAL SHEETS A100WALL TYPES A101FIRST FLOOR PLAN A102SECOND FLOOR PLAN A103THIRD FLOOR PLAN A104FOURTH FLOOR PLAN A105FIFTH FLOOR PLAN A106FIRST FLOOR REFLECTED CEILING PLAN A107TOWER FLOOR REFLECTED CEILING PLAN A108ROOF PLAN A201BUILDING ELEVATIONS A202BUILDING ELEVATIONS A203BUILDING ELEVATIONS A204BUILDING ELEVATIONS A205BUILDING ELEVATIONS A301BUILDING SECTIONS A302STAIR PLANS AND SECTIONS A303STAIR/ELEVATOR SECTIONS/PLANS A401ENLARGED PUBLIC PLANS A402ENLARGED PUBLIC PLANS A403STUDIO UNIT PLANS A4041 BEDROOM UNIT PLANS A4052 BEDROOM UNIT PLANS A406UNIT PLANS A501WALL SECTIONS AND DETAILS A502WALL SECTIONS AND DETAILS A503WALL SECTIONS AND DETAILS A504WALL SECTIONS AND DETAILS A505WALL SECTIONS AND DETAILS A506WALL SECTIONS AND DETAILS A507ROOFING DETAILS A601DOOR AND WINDOW SCHEDULE A602HEAD JAMB SILL DETAILS GENERAL SHEETS G001COVER SHEET G002FAIR HOUSING GUIDELINES G003FAIR HOUSING GUIDELINES G004EGRESS PLANS STRUCTURAL SHEETS S001NOTES AND LEGEND S002SCHEDULE OF SPECIAL INSPECTION S101FOUNDATION PLAN S101.1FIRST FLOOR SLAB PLAN S102SECOND FLOOR PLAN S102.1SECOND FLOOR PLANK LOADING PLAN S103THIRD FLOOR FRAMING PLAN S104FOURTH FLOOR FRAMING PLAN S105FIFTH FLOOR FRAMING PLAN S106ROOF FRAMING PLAN S107SHEAR WALL KEY PLAN S201FOUNDATION SECTIONS AND DETAILS S202ELEVATOR AND STAIR CORE DETAILS S203FRAMING SECTIONS AND DETAILS S204SHEAR WALL DETAILS S205SIMPSON ATS SYSTEM DETAILS UNIT TYPE MATRIX UNIT TYPESROOM NUMBER STUDIO UNIT203, 208, 211, 219, 222, 223, 224, 229, 231, 232, 233, 303, 308, 311, 319, 322, 323, 324, 329, 331, 332, 333, 403, 408, 411, 419, 422, 423, 424, 429, 431, 432, 433, 503, 508, 511, 519, 522, 522, 523, 524, 529, 530, 531, 532, 533 1 BEDROOM UNIT202, 204, 205, 206, 210, 212, 214, 216, 225, 226, 227, 228, 234,302, 304, 305, 306, 310, 312, 314, 316, 325, 326, 327, 328, 334, 402, 404, 405, 406, 410, 412, 414, 416, 425, 426, 427, 428, 434, 502, 504, 505, 506, 510, 512, 514, 516, 525, 526, 527, 528, 534 2 BEDROOM UNIT201, 207, 218, 220, 301, 307, 318, 320, 401, 407, 418, 420, 421, 501, 507, 518, 520 STUDIO UNIT - TYPE A ADAPTABLE230, 330 1 BEDROOM UNIT - TYPE A ADAPTABLE235, 335, 435 2 BEDROOM UNIT - TYPE A ADAPTABLE221, 521 STUDIO UNIT - HEARING / VISUALLY IMPAIRED UNIT 430 1 BEDROOM UNIT - HEARING / VISUALLY IMPAIRED UNIT 535 2 BEDROOM UNIT - HEARING / VISUALLY IMPAIRED UNIT 321 CIVIL SHEETS C1AREA MAP C2EXISTING CONDITIONS C3DEMOLITION PLAN C4SITE PLAN C5GRADING PLAN C5AGRADING PLAN (ZOOMED IN) C6UTILITY PLAN C7CIVIL DETAILS C8CIVIL DETAILS C9CIVIL DETAILS C10E&S PLAN C11E&S DETAILS MECHANICAL SHEETS M001NOTES & LEGEND M101FIRST FLOOR PLAN M102SECOND FLOOR PLAN M103THIRD FLOOR PLAN M104FOURTH FLOOR PLAN M105FIFTH FLOOR PLAN M106ROOF PLAN M301HEAT PUMP DETAILS AND STUDIO UNITS M3021 BEDROOM UNIT PLANS TYPICAL M3032 BEDROOM UNIT PLANS TYPICAL PLUMBING SHEETS P001DETAILS, SCHEDULE, & LEGEND P100UNDERSLAB DWV P101FIRST FLOOR DWV P102SECOND FLOOR DWV P103THIRD AND FOURTH FLOOR DWV P104FIFTH FLOOR DWV P105ROOF PLAN P201FIRST FLOOR DOMESTIC P202SECOND FLOOR DOMESTIC P203THIRD AND FOURTH FLOOR DOMESTIC P204FIFTH FLOOR DOMESTIC P301UNDERSLAB AND FIRST FLOOR DWV P302DWV RISERS 1-6 ISOMETRICS P303DWV RISERS 7-16 ISOMETRICS P304DWV RISERS 17-20 ISOMETRICS P305DOMESTIC WATER ISOMETRIC ELECTRICAL SHEETS E001LEGEND, SCHEDULE, RISER DIAGRAM E101FIRST FLOOR POWER & DATA E102SECOND FLOOR POWER & DATA E103THIRD FLOOR POWER & DATA E104FOURTH FLOOR POWER & DATA E105FIFTH FLOOR POWER & DATA E106ROOF POWER & DATA E201FIRST FLOOR LIGHTING & FA E202SECOND FLOOR LIGHTING & FA E203THIRD FLOOR LIGHTING & FA E204FOURTH FLOOR LIGHTING & FA E205FIFTH FLOOR LIGHTING & FA E301STUDIO UNITS - POWER & DATA E3021 BEDROOM UNITS - POWER & DATA E3032 BEDROOM UNITS - POWER & DATA E401STUDIO UNITS - LIGHTING & FA E4021 BEDROOM UNITS - LIGHTING & FA E4032 BEDROOM UNITS - LIGHTING & FA E601PANEL SCHEDULES E602PANEL SCHEDULES E603PANEL SCHEDULES FIRE PROTECTION SHEETS FP001NOTES, SCHEDULES, & LEGEND FP101FIRST FLOOR PLAN FP102SECOND FLOOR PLAN FP103THIRD FLOOR PLAN FP104FOURTH FLOOR PLAN FP105FIFTH FLOOR PLAN FP201DETAILS FP501SCHEMATICS LANDSCAPE SHEETS L-1.0SITE PLAN L-2.0LANDSCAPE PLAN L-3.0DETAILS L-3.1DETAILS Applicable Codes and Ordinances Adopted by The State of New York: Building Code 2015 of New York State Fire Code 2015 of New York State New York State Energy Conservation Construction Code (NYSECCC) Plumbing Code 2015 of New York State Mechanical Code 2015 of New York State 2014 National Electrical Code Property Maintenance Code 2015 of New York State Current NFPA Life Safety Code Ordinances of the City of Ithaca, New York. The project will also comply with: 2017 -ICC A117.1 Accessible and Usable Buildings and Facilities 2010 ADA Standards Note: An automatic sprinkler system shall be installed throughout this building in accordance with NFPA 13 design & installation standards. Use and Occupancy Classification Group “R-2”: Apartment Houses General Building Height and Areas Construction Type = IA & VA Group R-2: Allowable Building Height = 70'-0" [VA] Cherry Street District = 63'-0" [top of Structure excluding parapets and equipment] Allowable Building Area = 36,000 sq. ft. per Story [VA] Actual Building Heights=55'-0" (Top of ridge) 63'-7"(Top of parapet) Actual Building Areas= First Floor: 7,748 sq. ft. Second Floor: 22,983 sq. ft. Total Building Area: 99,680 sq. ft. Fire-Resistance Rating Requirements for Building Elements(Table 601) Type IA Construction -Primary structural frame-0 hour Interior nonbearing walls / partitions-0 hour Exterior nonbearing walls / partitions-[Table 602] Floor construction / ass. sec. members-2 hour Type VA Construction -Primary structural frame-1 hour Interior nonbearing walls / partitions-1 hour Exterior nonbearing walls / partitions-[Table 602] Floor construction / ass. sec. members-1 hour Roof construction-1 hour Fire-Resistance Rating Requirements for Exterior Walls Based on Fire Separation Distance [Table 602] Distances 10'-0" -30'-0"= 1 hour for Type IA Construction Distances 10'-0" -30'-0"= 1 hour for Type VA Construction Distances greater than 30'-0" = 0 hour for Type IA Construction Distances greater than 30'-0" = 0 hour for Type VA Construction Walls and floor assemblies separating dwelling units in the same building and horizontal assemblies separating sleeping units in the same building shall be a minimum of 1 hourfire-resistance-rated construction (Sections 420.2 and 708.3). Draftstopping (Sections 718.3.2 and 718.4.2) Draftstopping is required in Groups R-2 and B within buildings equipped throughout with an NFPA 13 automatic sprinkler system per Section 903.3.1.1 Interior Wall and Ceiling Finish Requirements (Table 803.11) Buildings protected by an automatic sprinkler system: Interior Exit Stairways & Passageways = Class C (Group R-2)= Class C (Group B) Corridors and Exit Access Stairways = Class C (Group R-2)= Class C (Group B) Rooms and Enclosed Spaces = Class C (Group R-2)= Class C (Group B) Fire Protection Systems An automatic sprinklersystem installed in accordance with Section 903.3 shall be provided throughout all buildings with a Group R fire area. Means of Egress Common Path of Egress Travel (Table 1006.2.1) Residential “R-2”(with sprinkler system) = 125 feet Exit Access Travel Distance (Table 1017.2) Residential “R-2”(with sprinkler system) = 250 feet REV.DESCRIPTIONDATE 1ADDENDUM 17/3/2019 5ADDENDUM 511/11/2019 6SUPPLEMENTAL INSTRUCTIONS 1 2/4/2020 7SUPPLEMENTAL INSTRUCTIONS 2 3/20/2020 7 03/20/2020 RFI 13 The Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal. This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional. CONSULTANTS DRAWN BY: COPYRIGHT: © 2019 VECINO DESIGN PROJECT NUMBER: SITE / CIVIL ENGINEER FAGAN ENGINEERS & LAND SURVEYORS, P.C. 113 EAST CHEMUNG PLACE ELMIRA, NEW YORK 14904 CONTACT: 607.734.2165 DATE: DOS ID#5001632 STRUCTURAL ENGINEER TAITEM ENGINEERING, P.C. 110 SOUTH ALBANY STREET ITHACA, NEW YORK 14850 CONTACT: 607.277.1118 MEP ENGINEER TAITEM ENGINEERING, P.C. 110 SOUTH ALBANY STREET ITHACA, NEW YORK 14850 CONTACT: 607.277.1118 LANDSCAPE ARCHITECT WHITHAM PLANNING & DESIGN, LLC 142 EAST STATE STREET, SUITE B ITHACA, NEW YORK 14850 CONTACT: 607.272.1290 GENERAL CONTRACTOR VECINO CONSTRUCTION 305 WEST COMMERCIAL STREET SPRINGFIELD, MISSOURI 65803 CONTACT: 417.720.1577 Bruce Kayvon Adib-Yazdi License No. 038628 6/10/2019 9:17:45 AMBIM 360://Arthaus Ithaca NY/190306 - Ithaca - Arthaus_R19.rvt FAIR HOUSING GUIDELINES G002 18260 LAH Ithaca Arthaus 130 CHERRY STREET, ITHACA TOMPKINS COUNTY, NEW YORK 04/29/2019 REV.DESCRIPTIONDATE The Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal. This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional. CONSULTANTS DRAWN BY: COPYRIGHT: © 2019 VECINO DESIGN PROJECT NUMBER: SITE / CIVIL ENGINEER FAGAN ENGINEERS & LAND SURVEYORS, P.C. 113 EAST CHEMUNG PLACE ELMIRA, NEW YORK 14904 CONTACT: 607.734.2165 DATE: DOS ID#5001632 STRUCTURAL ENGINEER TAITEM ENGINEERING, P.C. 110 SOUTH ALBANY STREET ITHACA, NEW YORK 14850 CONTACT: 607.277.1118 MEP ENGINEER TAITEM ENGINEERING, P.C. 110 SOUTH ALBANY STREET ITHACA, NEW YORK 14850 CONTACT: 607.277.1118 LANDSCAPE ARCHITECT WHITHAM PLANNING & DESIGN, LLC 142 EAST STATE STREET, SUITE B ITHACA, NEW YORK 14850 CONTACT: 607.272.1290 GENERAL CONTRACTOR VECINO CONSTRUCTION 305 WEST COMMERCIAL STREET SPRINGFIELD, MISSOURI 65803 CONTACT: 417.720.1577 Bruce Kayvon Adib-Yazdi License No. 038628 6/10/2019 9:17:47 AMBIM 360://Arthaus Ithaca NY/190306 - Ithaca - Arthaus_R19.rvt FAIR HOUSING GUIDELINES G003 18260 LAH Ithaca Arthaus 130 CHERRY STREET, ITHACA TOMPKINS COUNTY, NEW YORK 04/29/2019 REV.DESCRIPTIONDATE UP UP UP D D DN FACTOR TOTAL OCC. AREA 62 925 SF COMMUNITY ROOM 15 EGRESS OCC. FACTOR REQ'D PROVIDED CALC. DOOR 32" 4" 20 0.2" 33" EGRESS OCC. FACTOR REQ'D PROVIDED CALC. STAIR 6" 36" 20 0.3" 44" 4 2 2 26 27 FACTOR TOTAL OCC. AREA 4 335 SF GALLERY OFFICE 100 FACTOR TOTAL OCC. AREA 55 1638 SF GALLERY 30 FACTOR TOTAL OCC. AREA 2 411 SF MECHANICAL 300 2 FACTOR TOTAL OCC. AREA 10 995 SF LOBBY 100 FACTOR TOTAL OCC. AREA 2 148 SF SERVICE OFFICE 100 FACTOR TOTAL OCC. AREA 52 1037 SF STUDIO 20 FACTOR TOTAL OCC. AREA 1 67 SF STORAGE 300 26 FACTOR TOTAL OCC. AREA 2 144 SF KITCHEN 100 2 1 FACTOR TOTAL OCC. AREA 4 151 SF FITNESS 50 31 5 38 38 59 EGRESS OCC. FACTOR REQ'D PROVIDED CALC. DOOR 32" 12.4" 62 0.2" 33" EGRESS OCC. FACTOR REQ'D PROVIDED CALC. DOOR 32" 7.6" 38 0.2" 33" EGRESS OCC. FACTOR REQ'D PROVIDED CALC. DOOR 32" 8.6" 43 0.2" 33" FACTOR TOTAL OCC. AREA 6 213 SF CONFERENCE 40 FACTOR TOTAL OCC. AREA 2 132 SF PROP. OFFICE 100 EGRESS OCC. FACTOR REQ'D PROVIDED CALC. DOOR 32" 16" 80 0.2" 33" 6 10 27 EGRESS OCC. FACTOR REQ'D PROVIDED CALC. DOOR 32" 6.4" 32 0.2" 33" EGRESS OCC. FACTOR REQ'D PROVIDED CALC. STAIR 9.6" 36" 32 0.3" 44" EGRESS OCC. FACTOR REQ'D PROVIDED CALC. DOOR 32" 20.4" 102 0.2" 33" EGRESS OCC. FACTOR REQ'D PROVIDED CALC. STAIR 6.6" 36" 22 0.3" 44" SEMI-RECESSED --4-A FIRE EXTINGUISHER SEMI-RECESSED --4-A FIRE EXTINGUISHER SEMI-RECESSED --4-A FIRE EXTINGUISHER 31 4 4 1 FACTOR TOTAL OCC. AREA40 SF CLOSET 37 4 2 2 2 EGRESS OCC. FACTOR REQ'D PROVIDED CALC. STAIR 4" 36" 20 0.2" 48" EGRESS OCC. FACTOR REQ'D PROVIDED CALC. STAIR 6.4" 36" 32 0.2" 48" EGRESS OCC. FACTOR REQ'D PROVIDED CALC. STAIR 4.4" 36" 22 0.2" 48" EGRESS OCC. FACTOR REQ'D PROVIDED CALC. DOOR 32" 3" 20 0.15" 33" EGRESS OCC. FACTOR REQ'D PROVIDED CALC. DOOR 32" 4.8" 32 0.15" 33" EGRESS OCC. FACTOR REQ'D PROVIDED CALC. DOOR 32" 3.3" 22 0.15" 33" 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 4 2 4 2 2 2 2 2 2 4 2 4 FACTOR TOTAL OCC. AREA 5 836 SF 2 BED UNIT 200 FACTOR TOTAL OCC. AREA 3 599 SF 1 BED UNIT 200 2 FACTOR TOTAL OCC. AREA 2 188 SF LAUNDRY 100 SEMI-RECESSED --4-A FIRE EXTINGUISHER SEMI-RECESSED --4-A FIRE EXTINGUISHER SEMI-RECESSED --4-A FIRE EXTINGUISHER The Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal. This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional. CONSULTANTS DRAWN BY: COPYRIGHT: © 2019 VECINO DESIGN PROJECT NUMBER: SITE / CIVIL ENGINEER FAGAN ENGINEERS & LAND SURVEYORS, P.C. 113 EAST CHEMUNG PLACE ELMIRA, NEW YORK 14904 CONTACT: 607.734.2165 DATE: DOS ID#5001632 STRUCTURAL ENGINEER TAITEM ENGINEERING, P.C. 110 SOUTH ALBANY STREET ITHACA, NEW YORK 14850 CONTACT: 607.277.1118 MEP ENGINEER TAITEM ENGINEERING, P.C. 110 SOUTH ALBANY STREET ITHACA, NEW YORK 14850 CONTACT: 607.277.1118 LANDSCAPE ARCHITECT WHITHAM PLANNING & DESIGN, LLC 142 EAST STATE STREET, SUITE B ITHACA, NEW YORK 14850 CONTACT: 607.272.1290 GENERAL CONTRACTOR VECINO CONSTRUCTION 305 WEST COMMERCIAL STREET SPRINGFIELD, MISSOURI 65803 CONTACT: 417.720.1577 Bruce Kayvon Adib-Yazdi License No. 038628 10/16/2019 5:09:23 PMBIM 360://Arthaus Ithaca NY/191004 - Ithaca - Arthaus_R19.rvt EGRESS PLANS G004 18260 LAH Ithaca Arthaus 130 CHERRY STREET, ITHACA TOMPKINS COUNTY, NEW YORK 07/23/2019 3/32" = 1'-0" 1 1ST FLOOR 3/32" = 1'-0" 2 2ND FLOOR REV.DESCRIPTIONDATE 4ADDENDUM 410/10/2019 CECIL MALONE DRIVE CHERRY STREET CHERRY STREET WEGMANS TOPS PLAZA SOUTH MEADOW STREET (NYS R-13) WEST BUFFALO STREET WEST SENECA STREET WEST STATE STREET WEST GREEN STREET SOUTH FULTON STREET NORTH FULTON STREET (NYS R-13) WEST STATE STREET CAYUGA INLET FLORAL AVENUE ELM STREET CHESTNUT STREET CHESTNUT STREET ELM STREET WEST COURT STREET WEST BUFFALO STREET WEST SENECA STREET WEST STATE STREET WEST GREEN STREET WEST COURT STREET WEST CLEVELAND AVENUE WEST CLINTON STREET CENTER STREET SOUTH TITUS AVENUE SOUTH TITUS AVENUE NORTH TITUS AVENUE SOUTH STREET NORTH MEADOW STREET (NYS R-13) WOOD STREET SOUTH PLAIN STREET NORTH PLAIN STREET WASHINGTON PARK JAKE STREET MARY STREET GUSSIE STREET CLIFF STREET HECTOR STREET TAUGHANNOCK BLVD. (NYS R-79) (NYS R-96) (NYS R-79) (NYS R-79) BRINDLEY STREET REPLACEMENT PROJECT PROPOSED BRINDLEY STREET PEDESTRIAN / BIKE BRIDGE Note : Utility information has been plotted from available sources and their locations and size should be considered approximate only. The contractor is responsible for determining exact utility locations, sizes, and elevations prior to commencing construction. If uncharted or misplotted utilities are encountered, the contractor is required to notify the owner immediately. New York State law requires excavators to contact the one-call notification system prior to digging to prevent damage to buried facilities. IT'S THE LAW! Call three days before you dig! 1-800-962-7962 Dig Safely New York (non-members must be contacted separately) LEGEND Drawn By: Scale: It Is A Violation Of The New York Education Law, Article 145 Section 7209, For Any Person, Unless He Is Acting Under The Direction Of A Licensed Professional Engineer Or Land Surveyor To Alter An Item In Any Way. If An Item Bearing The Seal Of An Engineer Or Land Surveyor Is Altered, The Altering Engineer Or Land Surveyor Shall Affix To The Item His Seal And The Notation "Altered By" Followed By His Signature And The Date Of Such Alteration, And A Specific Description Of The Alteration. ARTHAUS SITE PLAN 130 CHERRY STREET, CITY OF ITHACA, TOMPKINS COUNTY, NEW YORK Checked By: Project No.: Drawing Name: Design By: AREA MAP C1 CEL JBG 2018.089 18089-b.dwg KMS 0 0 200' 400' Rev. Date Revision Description 1. 2/22/19 Building & Garage Revisions 2. 3/06/19 City Planning Submission 3. 3/20/19 Per City Planning Comments 4. 4/10/19 Revised Grading & Utilities 5. 4/26/19 95% Construction Documents 6. 5/20/19 Revised Grading & Utilities 7. 6/10/19 100% Construction Documents 1" = 200' 11x17 Prints are 1/2 Size Date: January 15, 2019 100% CONSTRUCTION PLANS Copyright © 2019 Fagan Engineers 113 East Chemung Place Elmira N.Y. 14904 Phone (607) 734-2165 Fax (607) 734-2169 www.FaganEngineers.com PROJECT LOCATION CAYUGA INLET (R2UBHx) CHERRY STREET 100 YEAR FLOOD BOUNDARY 388' BASE FLOOD ELEVATION Note : Utility information has been plotted from available sources and their locations and size should be considered approximate only. The contractor is responsible for determining exact utility locations, sizes, and elevations prior to commencing construction. If uncharted or misplotted utilities are encountered, the contractor is required to notify the owner immediately. New York State law requires excavators to contact the one-call notification system prior to digging to prevent damage to buried facilities. IT'S THE LAW! Call three days before you dig! 1-800-962-7962 Dig Safely New York (non-members must be contacted separately) LEGEND Drawn By: Scale: It Is A Violation Of The New York Education Law, Article 145 Section 7209, For Any Person, Unless He Is Acting Under The Direction Of A Licensed Professional Engineer Or Land Surveyor To Alter An Item In Any Way. If An Item Bearing The Seal Of An Engineer Or Land Surveyor Is Altered, The Altering Engineer Or Land Surveyor Shall Affix To The Item His Seal And The Notation "Altered By" Followed By His Signature And The Date Of Such Alteration, And A Specific Description Of The Alteration. ARTHAUS SITE PLAN 130 CHERRY STREET, CITY OF ITHACA, TOMPKINS COUNTY, NEW YORK Checked By: Project No.: Drawing Name: Design By: EXISTING CONDITIONS C2 CEL JBG 2018.089 18089-b.dwg KMS 0 0 20' 40' Rev. Date Revision Description 1. 2/22/19 Building & Garage Revisions 2. 3/06/19 City Planning Submission 3. 3/20/19 Per City Planning Comments 4. 4/10/19 Revised Grading & Utilities 5. 4/26/19 95% Construction Documents 6. 5/20/19 Revised Grading & Utilities 7. 6/10/19 100% Construction Documents 1" = 20' 11x17 Prints are 1/2 Size Date: January 15, 2019 100% CONSTRUCTION PLANS Copyright © 2019 Fagan Engineers 113 East Chemung Place Elmira N.Y. 14904 Phone (607) 734-2165 Fax (607) 734-2169 www.FaganEngineers.com LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LOD LOD LOD LOD LOD LOD LOD CAYUGA INLET (R2UBHx) CHERRY STREET 100 YEAR FLOOD BOUNDARY 388' BASE FLOOD ELEVATION LIMITS OF DISTURBANCE (0.86 ARES) LIMITS OF DISTURBANCE (0.86 ARES) Note : Utility information has been plotted from available sources and their locations and size should be considered approximate only. The contractor is responsible for determining exact utility locations, sizes, and elevations prior to commencing construction. If uncharted or misplotted utilities are encountered, the contractor is required to notify the owner immediately. New York State law requires excavators to contact the one-call notification system prior to digging to prevent damage to buried facilities. IT'S THE LAW! Call three days before you dig! 1-800-962-7962 Dig Safely New York (non-members must be contacted separately) LEGEND Drawn By: Scale: It Is A Violation Of The New York Education Law, Article 145 Section 7209, For Any Person, Unless He Is Acting Under The Direction Of A Licensed Professional Engineer Or Land Surveyor To Alter An Item In Any Way. If An Item Bearing The Seal Of An Engineer Or Land Surveyor Is Altered, The Altering Engineer Or Land Surveyor Shall Affix To The Item His Seal And The Notation "Altered By" Followed By His Signature And The Date Of Such Alteration, And A Specific Description Of The Alteration. ARTHAUS SITE PLAN 130 CHERRY STREET, CITY OF ITHACA, TOMPKINS COUNTY, NEW YORK Checked By: Project No.: Drawing Name: Design By: DEMOLITION PLAN C3 CEL JBG 2018.089 18089-b.dwg KMS 0 0 20' 40' Rev. Date Revision Description 1. 2/22/19 Building & Garage Revisions 2. 3/06/19 City Planning Submission 3. 3/20/19 Per City Planning Comments 4. 4/10/19 Revised Grading & Utilities 5. 4/26/19 95% Construction Documents 6. 5/20/19 Revised Grading & Utilities 7. 6/10/19 100% Construction Documents 1" = 20' 11x17 Prints are 1/2 Size Date: January 15, 2019 100% CONSTRUCTION PLANS Copyright © 2019 Fagan Engineers 113 East Chemung Place Elmira N.Y. 14904 Phone (607) 734-2165 Fax (607) 734-2169 www.FaganEngineers.com 1 2 3 1 3 2 2 5 4 4 6 5 5 5 7 7 7 CAYUGA INLET (R2UBHx) CHERRY STREET 1 st. FLOOR INCLUDING STUDIO GALLERY ( 6,106 SF ) (114,915 SF TOTAL) FFE: 389.50 6 PARKING GARAGE A A B B C C D D 8 5 5 6 OPEN ABOVE BIKE STORAGE AREA FOR FUTURE SCULPTURE ART PLAYGROUND PEDESTRIAN PATH UP COMMUNITY ROOM 151 STORAGE 110 ELECTRICAL 111 RESTROOM 109 SUPPORTIVE SERVICES OFFICE 105 CONFERENCE 102 GALLERY OFFICE 116 FITNESS 155 MECH 106 VESTIBULE 100 LOBBY 101 VESTIBULE 107 STAIR 3 ST3 STAIR 1 ST1 STORAGE 152 RESTROOM 153 RESTROOM 154 GALLERY 114 STORAGE 113 PROPERTY MANAGEMENT OFFICE 104 BREAKROOM 115 STUDIO 112 MECHANICAL 111A CLOSET 103 ELEV EL1 HALLWAY 150 EL2 EL2 RESTROOM 108 OPEN ABOVE OPEN ABOVE SCOOTER / MOTORCYCLE PARKING COMMUNITY ROOM FFE: 389.50 PROPOSED BUILDING 5 STORIES - 124 UNITS 27,250 SF BUILDING FOOTPRINT 97,500 SF TOTAL OH/E OH/E Note : Utility information has been plotted from available sources and their locations and size should be considered approximate only. The contractor is responsible for determining exact utility locations, sizes, and elevations prior to commencing construction. If uncharted or misplotted utilities are encountered, the contractor is required to notify the owner immediately. New York State law requires excavators to contact the one-call notification system prior to digging to prevent damage to buried facilities. IT'S THE LAW! Call three days before you dig! 1-800-962-7962 Dig Safely New York (non-members must be contacted separately) LEGEND Drawn By: Scale: It Is A Violation Of The New York Education Law, Article 145 Section 7209, For Any Person, Unless He Is Acting Under The Direction Of A Licensed Professional Engineer Or Land Surveyor To Alter An Item In Any Way. If An Item Bearing The Seal Of An Engineer Or Land Surveyor Is Altered, The Altering Engineer Or Land Surveyor Shall Affix To The Item His Seal And The Notation "Altered By" Followed By His Signature And The Date Of Such Alteration, And A Specific Description Of The Alteration. Checked By: Project No.: Drawing Name: Design By: SITE PLAN C4 CEL JBG 2018.089 18089-b.dwg KMS Rev. Date Revision Description 5. 4/26/19 95% Construction Documents 6. 5/20/19 Revised Grading & Utilities 7. 6/10/19 100% Construction Documents 8. 7/22/19 Added Playground & Pedestrian Path 9. 10/28/19 Updated Footprint 10. SI-4 Revised Electric Service as per NYSEG ion alk 1" = 20' 11x17 Prints are 1/2 Size Date: January 15, 2019 0.82 AcresNO MIN.PARCEL SIZE 224.60'NO MIN.MIN. LOT WIDTH 100% 10.06' 6' to PL 15.2' 10' 25' * 10' MAX. LOT COVERAGE SIDE YARD REAR YARD FRONT YARD REQUIRED PROPOSED BUILDING SETBACK PARKING SPACES 77% NONE REQ. 113 East Chemung Place Elmira N.Y. 14904 Phone (607) 734-2165 Fax (607) 734-2169 www.FaganEngineers.com ARTHAUS SITE PLAN 130 CHERRY STREET, CITY OF ITHACA, TOMPKINS COUNTY, NEW YORK 0 0 20' 40' 100% CONSTRUCTION PLANS Copyright © 2019 Fagan Engineers 63'MAX. BUILDING HEIGHT 62' ZONING INFORMATION CHERRY STREET ZONING DISTRICT TAX MAP # 77.-4-3 32.33' to Top of Bank * REAR YARD SETBACK = 25' FROM TOP OF BANK ALONG CAYUGA INLET 36 SPACES TOTAL 31 on 1st. FLOOR 5 on STREET NOTE: REFER TO L-1.0 FOR MORE INFORMATION ON THE PROPOSED LANDSCAPING, TREES, BIKE RACK, AND SIDEWALKS / PATHWAYS 4 07/03/20 Exterior Artwork - Installation remains unknown RFI 106 CAYUGA INLET (R2UBHx) CHERRY STREET 1 st. FLOOR INCLUDING STUDIO GALLERY ( 6,106 SF ) (114,915 SF TOTAL) FFE: 389.50 PARKING GARAGE A A B B C C D D OPEN ABOVE BIKE STORAGE UP COMMUNITY ROOM 151 STORAGE 110 ELECTRICAL 111 RESTROOM 109 SUPPORTIVE SERVICES OFFICE 105 CONFERENCE 102 GALLERY OFFICE 116 FITNESS 155 MECH 106 VESTIBULE 100 LOBBY 101 VESTIBULE 107 STAIR 3 ST3 STAIR 1 ST1 STORAGE 152 RESTROOM 153 RESTROOM 154 GALLERY 114 STORAGE 113 PROPERTY MANAGEMENT OFFICE 104 BREAKROOM 115 STUDIO 112 MECHANICAL 111A CLOSET 103 ELEV EL1 HALLWAY 150 EL2 EL2 RESTROOM 108 OPEN ABOVE OPEN ABOVE COMMUNITY ROOM FFE: 389.50 OH/E OH/E Note : Utility information has been plotted from available sources and their locations and size should be considered approximate only. The contractor is responsible for determining exact utility locations, sizes, and elevations prior to commencing construction. If uncharted or misplotted utilities are encountered, the contractor is required to notify the owner immediately. New York State law requires excavators to contact the one-call notification system prior to digging to prevent damage to buried facilities. IT'S THE LAW! Call three days before you dig! 1-800-962-7962 Dig Safely New York (non-members must be contacted separately) LEGEND Drawn By: Scale: It Is A Violation Of The New York Education Law, Article 145 Section 7209, For Any Person, Unless He Is Acting Under The Direction Of A Licensed Professional Engineer Or Land Surveyor To Alter An Item In Any Way. If An Item Bearing The Seal Of An Engineer Or Land Surveyor Is Altered, The Altering Engineer Or Land Surveyor Shall Affix To The Item His Seal And The Notation "Altered By" Followed By His Signature And The Date Of Such Alteration, And A Specific Description Of The Alteration. Checked By: Project No.: Drawing Name: Design By: GRADING PLAN C5 CEL JBG 2018.089 18089-b.dwg KMS EG k 1" = 20' 11x17 Prints are 1/2 Size Date: January 15, 2019 113 East Chemung Place Elmira N.Y. 14904 Phone (607) 734-2165 Fax (607) 734-2169 www.FaganEngineers.com ARTHAUS SITE PLAN 130 CHERRY STREET, CITY OF ITHACA, TOMPKINS COUNTY, NEW YORK 0 0 20' 40' 100% CONSTRUCTION PLANS Copyright © 2019 Fagan Engineers SECTION C-C PARKING ENTRANCESECTION B-BSECTION A-A DUMPSTER ACCESS SECTION D-D PAVEMENT / CONCRETE (INCLUDING SLAB FOR FIRST FLOOR) TO REQUIRE ~1,205 Cu. Yd. OF MATERIAL (ESTIMATE DOES NOT INCLUDING EXCAVATION FOR STRUCTURAL ELEMENTS OR MATERIAL REMOVAL RELATED TO DEMOLITION OF EXISTING STRUCTURE) (EXISTING GRADE TO FINISH GRADE) ESTIMATED VOLUME TO BE REMOVED FROM THE SITE: 1,400 Cu. Yd. (AN AVERAGE OF 12" OF MATERIAL ACROSS ENTIRE SITE) (TO BE FURTHER CLARIFIED WITH RECOMMENDATIONS FROM STRUCTURAL GEO-TECH REPORT) Cut/Fill Summary Name CUT AND FILL Totals Cut Factor 1.000 Fill Factor 1.000 2d Area 37208.41 Sq. Ft. 37208.41 Sq. Ft. Cut 317.68 Cu. Yd. 317.68 Cu. Yd. Fill 94.22 Cu. Yd. 94.22 Cu. Yd. Net 223.46 Cu. Yd.<Cut> 223.46 Cu. Yd.<Cut> Rev. Date Revision Description 5. 4/26/19 95% Construction Documents 6. 5/20/19 Revised Grading & Utilities 7. 6/10/19 100% Construction Documents 8. 7/22/19 Added Playground & Pedestrian Path 9. 10/28/19 Updated Footprint 10. SI-4 Revised Electric Service as per NYSE ion alk 07/03/20 CHERRY STREET 1 st. FLOOR INCLUDING STUDIO GALLERY ( 6,106 SF ) (114,915 SF TOTAL) FFE: 389.50 PARKING GARAGE OPEN ABOVE BIKE STORAGE UP COMMUNITY ROOM 151 STORAGE 110 ELECTRICAL 111 RESTROOM 109 SUPPORTIVE SERVICES OFFICE 105 CONFERENCE 102 GALLERY OFFICE 116 FITNESS 155 MECH 106 VESTIBULE 100 LOBBY 101 VESTIBULE 107 STAIR 3 ST3 STAIR 1 ST1 STORAGE 152 RESTROOM 153 RESTROOM 154 GALLERY 114 STORAGE 113 PROPERTY MANAGEMENT OFFICE 104 BREAKROOM 115 STUDIO 112MECHANICAL 111A CLOSET 103 ELEV EL1 HALLWAY 150 EL2 EL2 RESTROOM 108 OPEN ABOVE OPEN ABOVE COMMUNITY ROOM FFE: 389.50 OH/E OH/E OH/E Drawn By: Scale: It Is A Violation Of The New York Education Law, Article 145 Section 7209, For Any Person, Unless He Is Acting Under The Direction Of A Licensed Professional Engineer Or Land Surveyor To Alter An Item In Any Way. If An Item Bearing The Seal Of An Engineer Or Land Surveyor Is Altered, The Altering Engineer Or Land Surveyor Shall Affix To The Item His Seal And The Notation "Altered By" Followed By His Signature And The Date Of Such Alteration, And A Specific Description Of The Alteration. Checked By: Project No.: Drawing Name: Design By: GRADING PLAN C5A CEL JBG 2018.089 18089-b.dwg KMS EG k 1" = 10' 11x17 Prints are 1/2 Size Date: January 15, 2019 113 East Chemung Place Elmira N.Y. 14904 Phone (607) 734-2165 Fax (607) 734-2169 www.FaganEngineers.com ARTHAUS SITE PLAN 130 CHERRY STREET, CITY OF ITHACA, TOMPKINS COUNTY, NEW YORK Rev. Date Revision Description 5. 4/26/19 95% Construction Documents 6. 5/20/19 Revised Grading & Utilities 7. 6/10/19 100% Construction Documents 8. 7/22/19 Added Playground & Pedestrian Path 9. 10/28/19 Updated Footprint 10. SI-4 Revised Electric Service as per NYSE ion alk 07/03/20 Additional Excavation Depths RFI 50 CAYUGA INLET (R2UBHx) CHERRY STREET 1 st. FLOOR INCLUDING STUDIO GALLERY ( 6,106 SF ) (114,915 SF TOTAL) FFE: 389.50 W W UG/E UG/E UG/E UG/E UG/E UG/EPARKING GARAGE OPEN ABOVE ST ST ST ST ST ST ST ST ST ST ST ST ST ST BIKESTORAGE SAN SAN SAN W UP4 6 8 6 5 COMMUNITY ROOM 151 STORAGE 110 TRASH/ RECYCLING SCOOTER / MOTORCYCLE PARKING LOADING ZONE ELECTRICAL 111 RESTROOM 109 SUPPORTIVE SERVICES OFFICE 105 CONFERENCE 102 GALLERY OFFICE 116 FITNESS 155 MECH 106 VESTIBULE 100 LOBBY 101 VESTIBULE 107 STAIR 3 ST3 STAIR 1 ST1 STORAGE 152 RESTROOM 153 RESTROOM 154 GALLERY 114 STORAGE 113 PROPERTY MANAGEMENT OFFICE 104 BREAKROOM 115 STUDIO 112 MECHANICAL 111A CLOSET 103 LINE INDICATES BUILDING OUTLINE ABOVE LINE INDICATES BUILDING OUTLINE ABOVE DOWNSPOUT FROM COLLECTOR BOX ABOVE. COORDINATE LOCATION WITH MEP DRAWINGS ON OFFSET REQUIRED. HOLD DOWNSPOUT OFFSET TO BOTTOM OF BEAM WHEN HORIZONTAL PATH REQUIRED. ELEV EL1 HALLWAY 150 PLAYGROUND EL2 EL2 RESTROOM 108 OPEN ABOVE OPEN ABOVE COMMUNITY ROOM FFE: 389.50 OH/E OH/E W W W W UG/E UG/E ST ST ST ST ST 105 104 UG/E ST ST ST ST ST W W Note : Utility information has been plotted from available sources and their locations and size should be considered approximate only. The contractor is responsible for determining exact utility locations, sizes, and elevations prior to commencing construction. If uncharted or misplotted utilities are encountered, the contractor is required to notify the owner immediately. New York State law requires excavators to contact the one-call notification system prior to digging to prevent damage to buried facilities. IT'S THE LAW! Call three days before you dig! 1-800-962-7962 Dig Safely New York (non-members must be contacted separately) LEGEND Drawn By: Scale: It Is A Violation Of The New York Education Law, Article 145 Section 7209, For Any Person, Unless He Is Acting Under The Direction Of A Licensed Professional Engineer Or Land Surveyor To Alter An Item In Any Way. If An Item Bearing The Seal Of An Engineer Or Land Surveyor Is Altered, The Altering Engineer Or Land Surveyor Shall Affix To The Item His Seal And The Notation "Altered By" Followed By His Signature And The Date Of Such Alteration, And A Specific Description Of The Alteration. Checked By: Project No.: Drawing Name: Design By: UTILITY PLAN C6 CEL JBG 2018.089 18089-b.dwg KMS G 1" = 20' 11x17 Prints are 1/2 Size Date: January 15, 2019 113 East Chemung Place Elmira N.Y. 14904 Phone (607) 734-2165 Fax (607) 734-2169 www.FaganEngineers.com ARTHAUS SITE PLAN 130 CHERRY STREET, CITY OF ITHACA, TOMPKINS COUNTY, NEW YORK 0 0 20' 40' 100% CONSTRUCTION PLANS Copyright © 2019 Fagan Engineers STORM SEWER PROFILE WATER SERVICE TAP DETAIL HYDRANT ASSEMBLY TAP DETAIL Rev. Date Revision Description 5. 4/26/19 95% Construction Documents 6. 5/20/19 Revised Grading & Utilities 7. 6/10/19 100% Construction Documents 8. 7/22/19 Added Playground & Pedestrian Path 9. 10/28/19 Updated Footprint 10. SI-4 Revised Electric Service as per NYSE ion alk 07/03/20 Electric Service: change to Street Side parking; curb lines & bollard additions; Note new utility pole location RFI 59 Drawn By: Scale: It Is A Violation Of The New York Education Law, Article 145 Section 7209, For Any Person, Unless He Is Acting Under The Direction Of A Licensed Professional Engineer Or Land Surveyor To Alter An Item In Any Way. If An Item Bearing The Seal Of An Engineer Or Land Surveyor Is Altered, The Altering Engineer Or Land Surveyor Shall Affix To The Item His Seal And The Notation "Altered By" Followed By His Signature And The Date Of Such Alteration, And A Specific Description Of The Alteration. ARTHAUS SITE PLAN 130 CHERRY STREET, CITY OF ITHACA, TOMPKINS COUNTY, NEW YORK Checked By: Project No.: Drawing Name: Design By: CIVIL DETAILS C7 CEL JBG 2018.089 18089-b.dwg KMS Rev. Date Revision Description 1. 2/22/19 Building & Garage Revisions 2. 3/06/19 City Planning Submission 3. 3/20/19 Per City Planning Comments 4. 4/10/19 Revised Grading & Utilities 5. 4/26/19 95% Construction Documents 6. 5/20/19 Revised Grading & Utilities 7. 6/10/19 100% Construction Documents As Noted 11x17 Prints are 1/2 Size Date: January 15, 2019 113 East Chemung Place Elmira N.Y. 14904 Phone (607) 734-2165 Fax (607) 734-2169 www.FaganEngineers.com CONDITIONSCHEMATIC REQUIREMENTS WATERMAIN / SEWER CROSSING DETAIL 100% CONSTRUCTION PLANS Copyright © 2019 Fagan Engineers CLEANOUT COVER DETAIL IN-LINE CLEANOUT DETAIL TYPICAL PIPE TRENCH DETAIL . SECTION A-A PLAN SANITARY SEWER CONNECTION WATER MAIN WET TAP SLEEVE AND VALVE DETAIL GATE VALVE DETAIL FIRE HYDRANT ASSEMBLY DETAIL NOTES: TYPICAL THRUST BLOCK DETAILS TYPICAL ELEVATION AT THRUST BLOCK THRUST BLOCK AT TEE PLAN VIEW THRUST BLOCKS AT BEND PLAN VIEW NOTES: Drawn By: Scale: It Is A Violation Of The New York Education Law, Article 145 Section 7209, For Any Person, Unless He Is Acting Under The Direction Of A Licensed Professional Engineer Or Land Surveyor To Alter An Item In Any Way. If An Item Bearing The Seal Of An Engineer Or Land Surveyor Is Altered, The Altering Engineer Or Land Surveyor Shall Affix To The Item His Seal And The Notation "Altered By" Followed By His Signature And The Date Of Such Alteration, And A Specific Description Of The Alteration. ARTHAUS SITE PLAN 130 CHERRY STREET, CITY OF ITHACA, TOMPKINS COUNTY, NEW YORK Checked By: Project No.: Drawing Name: Design By: CIVIL DETAILS C8 CEL JBG 2018.089 18089-b.dwg KMS Rev. Date Revision Description 1. 2/22/19 Building & Garage Revisions 2. 3/06/19 City Planning Submission 3. 3/20/19 Per City Planning Comments 4. 4/10/19 Revised Grading & Utilities 5. 4/26/19 95% Construction Documents 6. 5/20/19 Revised Grading & Utilities 7. 6/10/19 100% Construction Documents As Noted 11x17 Prints are 1/2 Size Date: January 15, 2019 113 East Chemung Place Elmira N.Y. 14904 Phone (607) 734-2165 Fax (607) 734-2169 www.FaganEngineers.com 100% CONSTRUCTION PLANS Copyright © 2019 Fagan Engineers CONCRETE SIDEWALK NOTES CONCRETE SIDEWALK SECTION 6" CONCRETE CURB TYPICAL STOP SIGN R7-8 TYPICAL HC PARKING SIGN TYPICAL SIGN INSTALLATION PAVEMENT SECTIONS REGULAR DUTY DRIVEWAY ENTRANCE (TYPE 2) STANDARD DETAIL PAVEMENT REPAIR & RECONSTRUCTION DETAIL PAVEMENT REPAIR / RECONSTRUCTION CAST-IN-PLACE CONCRETE CURB TRANSITIONS PIPE BOLLARD DETAIL Drawn By: Scale: It Is A Violation Of The New York Education Law, Article 145 Section 7209, For Any Person, Unless He Is Acting Under The Direction Of A Licensed Professional Engineer Or Land Surveyor To Alter An Item In Any Way. If An Item Bearing The Seal Of An Engineer Or Land Surveyor Is Altered, The Altering Engineer Or Land Surveyor Shall Affix To The Item His Seal And The Notation "Altered By" Followed By His Signature And The Date Of Such Alteration, And A Specific Description Of The Alteration. ARTHAUS SITE PLAN 130 CHERRY STREET, CITY OF ITHACA, TOMPKINS COUNTY, NEW YORK Checked By: Project No.: Drawing Name: Design By: CIVIL DETAILS C9 CEL JBG 2018.089 18089-b.dwg KMS Rev. Date Revision Description 1. 2/22/19 Building & Garage Revisions 2. 3/06/19 City Planning Submission 3. 3/20/19 Per City Planning Comments 4. 4/10/19 Revised Grading & Utilities 5. 4/26/19 95% Construction Documents 6. 5/20/19 Revised Grading & Utilities 7. 6/10/19 100% Construction Documents As Noted 11x17 Prints are 1/2 Size Date: January 15, 2019 113 East Chemung Place Elmira N.Y. 14904 Phone (607) 734-2165 Fax (607) 734-2169 www.FaganEngineers.com 100% CONSTRUCTION PLANS Copyright © 2019 Fagan Engineers DOWNSPOUT ADAPTER DETAIL TYPICAL 8' DRYWELL DETAIL . 2'x2' CATCH BASIN DETAIL CAYUGA INLET (R2UBHx) CHERRY STREET CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS 1 st. FLOOR INCLUDING STUDIO GALLERY ( 6,106 SF ) (114,915 SF TOTAL) FFE: 389.50 CS CS CS CS CS CS CS CS CSPARKING GARAGE OPEN ABOVE BIKE STORAGE UP COMMUNITY ROOM 151 STORAGE 110 ELECTRICAL 111 RESTROOM 109 SUPPORTIVE SERVICES OFFICE 105 CONFERENCE 102 GALLERY OFFICE 116 FITNESS 155 MECH 106 VESTIBULE 100 LOBBY 101 VESTIBULE 107 STAIR 3 ST3 STAIR 1 ST1 STORAGE 152 RESTROOM 153 RESTROOM 154 GALLERY 114 STORAGE 113 PROPERTY MANAGEMENT OFFICE 104 BREAKROOM 115 STUDIO 112 MECHANICAL 111A CLOSET 103 ELEV EL1 HALLWAY 150 EL2 EL2 RESTROOM 108 OPEN ABOVE OPEN ABOVE COMMUNITY ROOM FFE: 389.50 OH/E OH/E Note : Utility information has been plotted from available sources and their locations and size should be considered approximate only. The contractor is responsible for determining exact utility locations, sizes, and elevations prior to commencing construction. If uncharted or misplotted utilities are encountered, the contractor is required to notify the owner immediately. New York State law requires excavators to contact the one-call notification system prior to digging to prevent damage to buried facilities. IT'S THE LAW! Call three days before you dig! 1-800-962-7962 Dig Safely New York (non-members must be contacted separately) LEGEND Drawn By: Scale: It Is A Violation Of The New York Education Law, Article 145 Section 7209, For Any Person, Unless He Is Acting Under The Direction Of A Licensed Professional Engineer Or Land Surveyor To Alter An Item In Any Way. If An Item Bearing The Seal Of An Engineer Or Land Surveyor Is Altered, The Altering Engineer Or Land Surveyor Shall Affix To The Item His Seal And The Notation "Altered By" Followed By His Signature And The Date Of Such Alteration, And A Specific Description Of The Alteration. ARTHAUS SITE PLAN 130 CHERRY STREET, CITY OF ITHACA, TOMPKINS COUNTY, NEW YORK Checked By: Project No.: Drawing Name: Design By: E & S PLAN C10 CEL JBG 2018.089 18089-b.dwg KMS EG k 1" = 20' 11x17 Prints are 1/2 Size Date: January 15, 2019 E&S PLAN NOTES: 1. ONLY LIMITED DISTURBANCE WILL BE PERMITTED TO PROVIDE ACCESS TO THE SITE FOR GRADING AND ACQUIRING BORROW TO CONSTRUCT THOSE BMPS. 2. EROSION AND SEDIMENT BMPS MUST BE CONSTRUCTED, STABILIZED, AND FUNCTIONAL BEFORE SITE DISTURBANCE BEGINS WITHIN THE TRIBUTARY AREAS OF THOSE BMPS. 3. AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSION AND SEDIMENT BMPS MUST BE REMOVED. AREAS DISTURBED DURING REMOVAL OF THE BMPS MUST BE STABILIZED IMMEDIATELY. 4. STOCKPILE HEIGHTS MUST NOT EXCEED 35 FEET. STOCKPILE SLOPES MUST BE 2:1 OR FLATTER. 5. UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENT BMPS MUST BE MAINTAINED PROPERLY. MAINTENANCE MUST INCLUDE INSPECTIONS OF ALL EROSION AND SEDIMENT BMPS AFTER EACH RUNOFF EVENT AND ON A WEEKLY BASIS. ALL PREVENTATIVE AND REMEDIAL MAINTENANCE WORK, INCLUDING CLEAN OUT, REPAIR, REPLACEMENT, REGRADING, RESEEDING, REMULCHING AND RENETTING MUST BE PERFORMED IMMEDIATELY. IF EROSION AND SEDIMENT CONTROL BMPS FAIL TO PERFORM AS EXPECTED, REPLACEMENT BMPS, OR MODIFICATIONS OF THOSE INSTALLED WILL BE REQUIRED. 6. SITE CONTRACTOR TO BECOME CO-PERMITTEE PRIOR TO EARTHWORK ACTIVITIES COMMENCING. SITE CONTRACTOR IS RESPONSIBLE FOR ALL CONDITIONS OF THE E&S PERMITS. CONSTRUCTION SEQUENCE 1. ALL PAGE NUMBERS (P. 5*.**) REFER TO THE NEW YORK STATE GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL. 2. INSTALL STABILIZED CONSTRUCTION ENTRANCE (P. 5A.75). WIDTH: - TWELVE (12) FT. MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. IF ONLY ONE ENTRANCE IS USED THE MINIMUM WIDTH SHALL BE TWENTY-FOUR (24) FEET. 3. STANDARD SILT FENCE (P. 5A.19) SHALL THEN BE PLACED AROUND ALL DISTURBED AREAS. 4. CLEAR AND GRUB THE SITE. STRIP TOPSOIL AND STOCKPILE ON-SITE WITH PERIMETER SILT FENCE AND VEGETATIVE COVER. 5. CONSTRUCT BUILDING FOUNDATION AND ENCLOSE BUILDING. 6. CONSTRUCT STORM WATER BASINS AND PERFORM LAND GRADING IN ACCORDANCE WITH MANUAL (P. 5B.49). INSURE ALL RUNOFF IS DIVERTED TO THE SEDIMENT BASIN UNTIL THE SITE IS STABILIZED (80% COVERAGE). 7. CONSTRUCT PROPOSED STORM SEWER AND INSTALL TEMPORARY SEDIMENT TRAPS (P. 5A.41) AT EACH INLET. 8. INLET PROTECTION (P. 5A.27) SHALL BE PLACED AROUND ALL STORM DRAIN INLETS. UTILIZE TYPE II IN AREAS OF EXCAVATION AND TYPE III IN PAVEMENT AREAS. CONVERT ALL FABRIC DROP INLET PROTECTION TO TYPE III IN-PAVEMENT PROTECTION UPON PAVING WITHIN PROJECT AREA. 9. FINALIZE CONSTRUCTION OF MAIN PROJECT ELEMENTS INCLUDING INFRASTRUCTURE AND NEW PAVEMENT. 11. SPREAD TOPSOIL, FINE GRADE, SEED, MULCH AND ESTABLISH VEGETATIVE COVER. 12.. REMOVE SEDIMENT FROM ANY SEDIMENT TRAPS OR BASINS. 13. REMOVE TEMPORARY EROSION CONTROL METHODS WHEN CONTRIBUTING DRAINAGE AREAS ARE STABILIZED. 113 East Chemung Place Elmira N.Y. 14904 Phone (607) 734-2165 Fax (607) 734-2169 www.FaganEngineers.com 0 0 20' 40' 100% CONSTRUCTION PLANS Copyright © 2019 Fagan Engineers Rev. Date Revision Description 5. 4/26/19 95% Construction Documents 6. 5/20/19 Revised Grading & Utilities 7. 6/10/19 100% Construction Documents 8. 7/22/19 Added Playground & Pedestrian Path 9. 10/28/19 Updated Footprint 10. SI-4 Revised Electric Service as per NYSE ion alk 07/03/20 Drawn By: Scale: It Is A Violation Of The New York Education Law, Article 145 Section 7209, For Any Person, Unless He Is Acting Under The Direction Of A Licensed Professional Engineer Or Land Surveyor To Alter An Item In Any Way. If An Item Bearing The Seal Of An Engineer Or Land Surveyor Is Altered, The Altering Engineer Or Land Surveyor Shall Affix To The Item His Seal And The Notation "Altered By" Followed By His Signature And The Date Of Such Alteration, And A Specific Description Of The Alteration. ARTHAUS SITE PLAN 130 CHERRY STREET, CITY OF ITHACA, TOMPKINS COUNTY, NEW YORK Checked By: Project No.: Drawing Name: Design By: E & S DETAILS C11 CEL JBG 2018.089 18089-b.dwg KMS Rev. Date Revision Description 1. 2/22/19 Building & Garage Revisions 2. 3/06/19 City Planning Submission 3. 3/20/19 Per City Planning Comments 4. 4/10/19 Revised Grading & Utilities 5. 4/26/19 95% Construction Documents 6. 5/20/19 Revised Grading & Utilities 7. 6/10/19 100% Construction Documents As Noted 11x17 Prints are 1/2 Size Date: January 15, 2019 STANDARD AND SPECIFICATIONS FOR LAWN AREA IMPROVEMENT · · · · · · · · · · · · PROFILE PLAN VIEW CONSTRUCTION SPECIFICATIONS STABILIZED CONSTRUCTION ENTRANCE SPECIFICATIONS FOR SILT FENCE PROTECTION BURIED FABRICDROP INLET WITH GRATE 2"X4" WOOD FRAME GATHER EXCESS AT CORNERS FRAME FABRIC STAKE 113 East Chemung Place Elmira N.Y. 14904 Phone (607) 734-2165 Fax (607) 734-2169 www.FaganEngineers.com PERSPECTIVE VIEW SILT FENCING SECTION CONSTRUCTION SPECIFICATIONS FOR FABRICATED SILT FENCE 100% CONSTRUCTION PLANS Copyright © 2019 Fagan Engineers CONCRETE WASHOUT DETAIL STAPLE DETAIL PLAN SECTION B-B' CONCRETE WASHOUT SIGN DETAIL SOIL STOCKPILING NOTES: SOIL STOCKPILE DETAIL FILTER FABRIC STORM DRAIN PROTECTION (18" DIA.) COMPOST FILTER SOCK DETAIL CONCRETE PAVING WITH SCORING PATTERN AND EXPOSED AGGREGATE CONCRETE PAVING MATERIALS KEY BOLLARD LIGHT POLE WITH STRING LIGHTS MOVEABLE SEATING BIKE RACK 9 REFERENCE TO DETAIL SHEET LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD W UG/E UG/E UG/E SAN OH/E LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD W UG/E UG/E UG/E SAN OH/E CAYUGA INLET DN 4' - 1" 4' - 1" 4' - 1" 4' - 1" 4' - 3 1/4" CHERRY STREET 5' CONC CONC CONC BLLRD SE01 BLLRD SE01 BLLRD SE01 BLLRD SE01 STRNG LT L3 WALL MOUNT BIKE RACK SE02 ADA LANDING ADA LANDING LS01 LIVING SCREEN WALL CONC LT POLE L1 LT POLE L1 LT POLE L1 LT POLE L1 CONC LS01 LIVING SCREEN WALL CONC CONC CONC CONC PAV TRANSITION TO GRASS ADA LANDING PLANTINGS 13'-10" 14'-5" 5' 7'-10" 10'-5" 10'-9" 12'-11" 6' NOTE: CONFIRM CLEARANCE IN FIELD. VERIFY MINIMUM 5' PASSAGE DWG NO: SITE PLAN L-1.0 SCALE: 1"=20' N DWG NO: Ithaca ArtHaus Site Plan DATE: 6/10/2019 REVISION - DATE BOLLARD QUANTITY CLARIFICATION: QUANTITY AND LOCATION IS CORRECT AS SHOWN, DISREGARD QUANTITYAND LOCATION ON ELECTRICAL SHEET E201. REVISION - DATE April 9, 2021 - Field Changes Bollard Light Clarification: Qnty & Location is correct as shown; disreagrd quantity and location on electrical sheet E201 RFI 41 S:\GIS\Tompkins County\Aerials_2015\C_Ithaca\c_08370888_12_15100_4bd_2015.jp2 -CATALPA SPECIOSA (CATALPA TREE) -ACER RUBRUM (RED MAPLE) -BETULA NIGRA (RIVER BIRCH) (M)ULTISTEM and (S)INGLE -RHUS TYPHINA (STAGHORN SUMAC) -CORNUS SANGUINEA (RED TWIG DOGWOOD X MIDWINTER FIRE) -GRASSES PLANTING KEY -SOD -PRUNUS ssp. (SARGENTII and CERASIFERA) S:\GIS\Tompkins County\Aerials_2015\C_Ithaca\c_08370888_12_1 5100_4bd_2015.jp2 DN DN DN DN UP8 6 8 6 7 TRASH/ RECYCLING SCOOTER / MOTORCYCLE PARKING LOADING ZONE W9a W9a W9a W9a W9a S4 S4 CHERRY STREET PC(1) BM(3) BG(20) BS(2) CA(35) PS(1) CO(3) CS(1) AR(4) CS(3) BG(17) CO(3) CA(25) CA(35) CA(50) CA(45) CA(35) CA(35) CA(30) AR(4) RT(3) CO(2)PC(1)BG(7) BG(18) BG(19) CA(50) CA(27) CO(2) BG(21) CO(2) CO(1) CO(3) CO(5) CO(3) CO(3) BG(25) BG(12) BG(12) CO(3) BM(2) CO(5) BM(2) RT(3) RT(5) CS(1) CS(1) BS(2) PS(3) RT(3) PS(3) CA(35) PT(3) HP(4) HP(4) PQ(3) CONC SOIL - PLANTING SOIL AT TREE PIT SOIL - PLANTING SOIL AT TREE PIT SOIL - PLANTING SOIL SOIL PLANTING SOIL SOIL - PLANTING SOIL SOIL - PLANTING SOIL PT(2) PT(3) CA(17) CA(35) RT(3) NOTE: NO SOD TO BE PLACED WITHIN 2' OF TREE TRUNKS SOD RT(3) CO(5) CS(1) CS(1) CO(5) PC(1) CAYUGA INLET CHERRY STREET 5' 13'-10" 14'-5" 5' 7'-10" 10'-5" 10'-9" 12'-11" 6' RT(3) BG(10) NOTE: CONFIRM LOCATION IN FIELD NOTE: CONFIRM LOCATION IN FIELD DWG NO: LANDSCAPE PLAN L-2.0 SCALE: 1"=20' N DWG NO: Ithaca ArtHaus Planting Plan DATE: 10/06/2020 REVISION - DATE July 23, 2019 - Final Site Plan Approval June 11, 2019 - Issued for Bids October 6, 2020 - Reissued for Bids NOTE: SEE L-1.0 FOR SITE FURNISHINGS AND PAVING. April 9, 2021 - Field Changes ADDED 3 ADDED 15 ADDED 15 Planting Availability - Acceptable SubstitutionsRFI 111 BUILDING FACADE PER ARCHITECTURAL DRAWINGS LIVING SCREEN PER ARCHITECTURAL DRAWINGS PLANTINGS PER LANDSCAPE PLAN COMPACTED SUBGRADE CONCRETE PAVING PER DETAILS 5 AND 6, SEE CIVIL FOR ADDITIONAL PAVING DETAILS CLIMBING VINE PER LANDSCAPE PLAN L-2.0 BREAK LINE 8" SEE PLANTING DETAIL SECTION VIEW 6'-0" 2'-0" THREE (2") TWO-INCH LODGE POLE STAKES. INSTALL APPX. 2" AWAY FROM EDGE OF ROOT BALL. STAKE LOCATION SHALL NOT INTERFERE WITH PERMANENT BRANCHES. REMOVE 6 MONTHS AFTER PLANTING UNLESS OTHERWISE DIRECTED BY LANDSCAPE ARCHITECT. 32" LONG NON-ABRASIVE RUBBER TIES. PLAN VIEW RUBBER TREE TIES LODGE POLE STAKES REMOVE NURSERY STAKE. IF CENTRAL LEADER NEEDS TO BE STRAIGHTENED OR HELD ERECT, IT IS ACCEPTABLE TO ATTACH A 1 2" X 8' BAMBOO POLE TO THE CENTRAL LEADER AND TRUNK FOR A MAXIMUM OF 12 MONTHS. PREVAILING WIND TREE SPECIES AND SIZE AS SPECIFIED IN PLANTING PLAN.NYSDOT items #611.0111, #611.0211, and #611.0311 SEE PLANTING DETAIL. MEDIUM DUTY CONC. WALK. SEE CIVIL FOR DETAILS ENSURE THAT SOIL FILLS WIDTH OF TRENCH, SHORE UP SIDES AS NECESSARY TO PREVENT GRAVEL INTRUSION. -EACH TREE TO HAVE MINIMUM PLANTING SOIL VOLUME 760 CU FT PER CITY SITE ORDINANCE 276-7 PROJECT REVIEW CRITERIA B.3.C. LARGE TO MEDIUM CANOPY TREES SEE DETAIL #2 FOR TREE STAKING REQUIREMENTS 5' EXISTING STREET PREPARED SUB-GRADE CURB FOUNDATION TO EXTEND NO MORE THAN 3" TOWARD ROOT BALL. MIN. 8" SOIL BETWEEN CURB FOUNDATION AND ROOT BALL TYP. CONCRETE CURB SEE CIVIL DETAILS STREET TREES AS IDENTIFIED ON PLANTING PLAN TO BE PLANTED ON CENTER IN TREE PIT 8' MIN. 3' PLANTINGS AS SHOWN IN LANDSCAPE PLAN SEE DETAIL #3 FOR TREE PLANTING REQUIREMENTS SPACING AS PER PLAN SCHEDULE FOR MULCH TYPE. DO NOT PLACE MULCH IN CONTACT WITH TRUNK. MAINTAIN THE MULCH WEED-FREE FOR DURATION OF CONTACT PERIOD 4" SAUCER RIM REMOVE ALL TWINE, ROPE, WIRE, AND BURLAP FROM TOP HALF OF ROOT BALL. SCARIFY ROOT BALL IF CONTAINER GROWN BACK FILL WITH EXISTING SOIL. IN SANDY LOAM SOILS: ADD 50% MAX. BY VOLUME COMPOSTED ORGANIC MATERIAL TO THE EXISTING SOIL. FIRM MIXTURE AT 12 INCH INTERVALS - THOROUGHLY SETTLE WITH WATER DIG HOLE MIN. HEIGHT AS DEPTH OF ROOT BALL, MIN. WIDTH 3X HEIGHT OF ROOT BALL. BOTTOM OF ROOT BALL TO REST ON EXISTING OR RECOMPACTED SOIL; DO NOT BURY BASE OF TRUNK / STEM. BOTTOM OF ROOT BALL RESTS ON EXISTING OR RECOMPACTED SOIL EXPANSION JOINT SPREAD EVERY 6' SCORE JOINT SPREAD EVERY 2' 1 2" SCORE JOINT SPREAD EVERY 2' PERPENDICULAR TO BUILDING CONCRETE PAVING REFER TO DETAIL 6 MEDIUM DUTY EXPOSED AGGREGATE CONCRETE PAVING STEEL EDGING TO SEPARATE CONCRETE FROM GRASS; SEE MATERIAL SCHEDULE PLANTING SOIL AND GRASS SEED FOR LAWN CONCRETE PAVING REFER TO DETAIL 6 MEDIUM DUTY EXPOSED AGGREGATE CONCRETE PAVING 3/8" RIVER ROCK EXPOSED AGGREGATE CONCRETE UNIFORMLY SEEDED INTO SURFACE 6 X 6 X W1.4 X W1.4 MESH, FLAT SHEETS COMPACTED #2 STONE BASE NYSDOT ITEM #304.15 COMPACTED SUBGRADE CONCRETE SLAB DWG NO: Ithaca ArtHaus Site Plan DETAILS DATE: 6/10/2019 L-3.0 SCALE: AS SHOWN REVISION - DATE LIVING SCREEN DETAIL4 SCALE: 1 1/2"=1'-0" TREE STAKING DETAIL2 NOT TO SCALE STREET TREE PLANTING DETAIL1 SCALE: 1"=1'-0" NOTES 1. SOILS SHOULD BE SANDY LOAM WITH MINIMUM ORGANIC MATERIAL TYP. PLANTING DETAIL3 SCALE: 3/8"=1'-0" TYPICAL CONCRETE JOINTS 5 SCALE: 1"=1'-0" PLAN VIEW OF CONCRETE JOINTS PAVING TRANSITION TO GRASS 7 SCALE: 1"=1'-0" MEDIUM DUTY EXPOSED AGGREGATE CONCRETE PAVING6 SCALE: 1"=1'-0" NOTES 1. AGGREGATE TO BE UNIFORMLY SEEDED INTO THE SURFACE IMMEDIATELY AFTER CONCRETE HAS BEEN PLACED, BY HAND OR SHOVEL 2. SURFACE RETARDANT SHOULD BE APPLIED EVENLY OVER SURFACE WITH LOW PRESSURE SPRAYER OR ROLLER 3. RETARDANT MAY STAY ON NO LONGER THAN 24 HOURS 4. SURFACE RETARDANT SHOULD BE REMOVED BY PRESSURE WASHER 5. AFTER WASHING CONCRETE, A SEALANT SHOULD BE APPLIED TO THE SURFACE 6. LANDSCAPE ARCHITECT TO DISCUSS DETAIL WITH CONTRACTOR PRIOR TO INSTALLATION LANDSCAPE ARCHITECT TO DISCUSS DETAIL WITH CONTRACTOR PRIOR TO INSTALLATION 38" 6" (2 EA) 4 LED LIGHT PUCKS INSIDE TOP ASSEMBLY 1/2" 9" 9" 11 GA STAINLESS STEEL TOP, FULLY WELDED 11 GA STEEL PANEL POWDER COATED WHITE STANDARD 5/8 " HOLES FOR ANCHOR BOLTS (ANCHOR BOLTS BY OTHERS) 1/2 " BASE PLATE 14.75" 2.38" SEE PAVING DETAILS AS INDICATED IN LAYOUT PLAN AND DETAIL FOR MEDIUM DUTY EXPOSED AGGREGATE CONCRETE CORE INTO CONCRETE, FILL WITH POR-ROK OR EPOXY GROUT, SET RACK LEVEL TO GRADE LIGHT POLE SEE MATERIAL SCHEDULE AND DETAIL 10 12'-11" 10'-5" 10'-10" SEE DETAIL 14 SEE DETAIL 13 12' 12' MOUNTING HEIGHT DIRECT BURIAL LIGHT POLE BURIAL DEPTH TO BE DETERMINED BY FROST LINE HOLE DRILLED FOR STRING LIGHT INSTALLATION SEE DETAIL 13 3' 3/8 " x 8" STAINLESS STEEL EYE BOLT WITH HEX NUT 1/4 " X 4 " J HOOK TURNBUCKLE 180 ILBS. WORKING LOAD LIMIT TENSION WIRE WIRE CLAMP 10' LIGHT POLE SEE BUILDING FACADE PER ARCHITECTURAL DRAWINGS 1/4 " X 3 1 2 " STAINLESS STEEL SCREW HOOK WIRE CLAMP CAFE STRING LIGHTS PER DETAIL 11 TENSION WIRE SEALANT: HIGH-STRENGTH EPOXY ADHESIVE OR SIMILAR DWG NO: Ithaca ArtHaus Site Plan DETAILS DATE: 6/10/2019 L-3.1 SCALE: AS SHOWN REVISION - DATE FAIR WEATHER SITE FURNISHINGS8 NOT TO SCALE NOTES 1. INSTALLATION TO BE COMPLETED WITH MANUFACTURERS SPECIFICATIONS 2. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE 3. CONDUIT AND DRAIN TUBE BY OTHERS 4. BOLLARDS SPACED PER SITE PLAN. SEE MATERIALS SCHEDULE PARK AND FACILITIES BIKE RACK DETAIL9 NOT TO SCALE NOTES 1. SEE MATERIALS SCHEDULE. 2. DIMENSIONS PER MANUFACTURER. STERLING STRING LIGHT DETAIL11 NOT TO SCALE STERLING SRING LIGHT LAYOUT12 NOT TO SCALE NOTES 1. SEE LAYOUT PLAN L-1.0 DAMBAR LIGHTING10 NOT TO SCALE STRING LIGHT DETAIL - ATTACHMENT TO LIGHT POLE13 NOT TO SCALE STERLING STRING LIGHT DETAIL - ATTACHMENT TO BUILDING14 NOT TO SCALE PT 15 DIRECT BURIAL POLE B-10-DL LED DOWNLIGHT BOLLARD 110 South Albany Street Ithaca, New York 14850 607.277.1118 www.taitem.com The Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal. This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional. CONSULTANTS DRAWN BY: COPYRIGHT: © 2019 VECINO DESIGN PROJECT NUMBER: DATE: 6/5/2019 12:05:38 PMC:\Users\Taitem\Documents\Vecino Ithaca Athaus MEPS Central 2019_Yossi.rvt NOTES AND LEGEND S001 18260 YB Ithaca Arthaus 130 CHERRY STREET, ITHACA TOMPKINS COUNTY, NEW YORK 06/10/2019 FINISHED FLOOR ELEVATION F.F.E. ON CENTER SCHEDULE SAW CUT JOINT SECTION SLAB ON GRADE SPACING STANDARD TOP TYPICAL DETAIL TOP OF STEEL UNLESS OTHERWISE NOTED BOTTOM BOTTOM OF FOOTING CONCRETE CONNECTION CONTINUOUS THICKNESS = EMBEDMENT EQUAL EACH WAY EXISTING EXPANSION ELEVATIONS COLUMN HOT DIPPED GALVANIZED U.N.O. T.O.S. DET. TYP. (T) STD. SP. S.O.G. SEC. S.C.J SCHED. O.C. HDG COL. ELEVS. EXP. EXIST. E.W. EQ. EMBED. t= CONT. CONN. CONC. B.O.F. (B) ABBREVIATION LEGEND: WWFWELDED WIRE FABRIC POUNDS LBS. LONG MARKED MKD LG. T.O.W.TOP OF WALL S.F.SAFETY FACTOR TOP OF JOIST T.O.J. BOTTOM BOTT. FOUNDATION FDTN. BOTTOM OF BASE PLATE B.O.B. EACH FACE E.F. TOP OF FOOTING T.O.F. OR APPROVED EQUAL O.A.E. LAMINATED VENEER LUMBER LVL PRESSURE TREATED P.T. SPRUCE PINE FIR SPF SOUTHERN YELLOW PINE SYP EXTERIOR EXT. ISOLATION ISO. A OR G b12d D J d b b4d D db A OR G 180° OR 2 1/2" MIN A OR G 90° HOOKS 8" 2'-0" 2'-7" 1'-0" 1'-2" 1'-4" 1'-7" 1'-10" 10" 6" J 180° HOOKS A OR G 10" 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. BAR SIZE 5 1/4" 4 1/2" 3 3/4" 3" 12" 9 1/2" 6" #5 #6 #7 #4 #10 #14 #11 #9 #8 2 1/4" #3 10 3/4" 18 1/4" END HOOKS FOR ALL GRADES DIAMETER FINISHED BEND #1824"2'-4 1/2" 3'-0"3'-5"90° FLOOR FLR NOT IN CONTRACT NIC ENGINEER SO AS NOT TO OVERLOAD THE STRUCTURE OR IN ANY FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT THAT COMPLETION. THE CONTRACTOR IS RESPONSIBLE FOR THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON BE TAKEN FOR THE PILING OF CONSTRUCTION MATERIALS. OTHER WAY IMPAIR THE STRUCTURE. SAME PRECAUTION SHALL DEFINITE LOCATIONS MUST BE PREVIOUSLY APPROVED BY THE STRUCTURAL FLOORS OR ROOF AND ITS TEMPORARY AND/OR HORIZONTAL MOVEMENT OF ANY HEAVY EQUIPMENT OVER INCLUDE INSPECTION OF THE ABOVE ITEMS. VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT CONSTRUCTION METHODS AND/OR SEQUENCES. OBSERVATION MAY BE REQUIRED AS THE RESULT OF THE CONTRACTOR'S CONSTRUCTION PERIOD. MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE SHALL RECOGNIZE AND CONSIDER THE EFFECTS OF THERMAL CONTRACTOR'S CONSTRUCTION AND/OR ERECTION SEQUENCES DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS. DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON REPRESENTATIVE. PROFESSIONAL OF RECORD OF SUCH DEVIATION AT THE TIME OF UNDERSTOOD EITHER OWNER OR HIS AUTHORIZED WHERE "OWNER" IS MENTIONED IN PLANS IT IS TO BE WRITTEN APPROVAL TO THE SPECIFIC DEVIATION. SUBMISSION, AND THE PROFESSIONAL OF RECORD HAS GIVEN UNLESS THE CONTRACTOR HAS SPECIFICALLY INFORMED THE RECORD REVIEW OF SHOP DRAWINGS, PRODUCT DATA, ETC., RESPONSIBILITY OF SUCH DEVIATION BY THE PROFESSIONAL OF THE CONTRACTOR SHALL NOT BE RELIEVED OF THE WRITING OF ANY DEVIATION FROM THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL INFORM THE ARCHITECT/ENGINEER IN IMMEDIATELY. BEFORE LAYING OUT THE WORK. PLANS. THE ARCHITECTS AND ENGINEERS SHALL BE NOTIFIED DISCREPANCY ARISES IN THE STRUCTURAL AND ARCHITECTURAL FIELD CONDITIONS PRIOR TO STARTING CONSTRUCTION. IF ANY CONTRACTOR MUST VERIFY ALL DIMENSIONS AND EXISTING PLANS AGAINST THE DIMENSIONS ON ARCHITECTURAL PLANS CONTRACTOR MUST VERIFY ALL DIMENSIONS ON STRUCTURAL POURED. MECHANICAL AND PLUMBING PLANS BEFORE THE CONCRETE IS CONDUITS, ETC., SHOWN OR NOTED IN ARCHITECTURAL AND/OR LOCATION OF ALL ANCHORS, INSERTS BOLTS, SLEEVES, CONTRACTOR MUST PROVIDE, SET AND VERIFY DIMENSIONS AND REFERENCES: DESIGN, FABRICATION & CONSTRUCTION WORK SHALL COMPLY NOT SHOWN OR OMITTED ON THE DRAWINGS. NOTIFY THE STRUCTURAL ENGINEER IN ADVANCE OF CONDITIONS STRUCTURAL ENGINEER SHALL BE CONSULTED. THESE STRUCTURAL DRAWINGS AND/OR SPECIFICATIONS, THE IN CASE OF DOUBT IN THE INTERPRETATION OF ANY ASPECT OF SITUATIONS ELSEWHERE UNLESS NOTED OTHERWISE. INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR STANDARDS 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 CODE AMERICAN CONCRETE INSTITUTE (ACI) CODES AND SPECIFICATIONS THEIR COMMENTARIES AND THE WITH THE REQUIREMENTS AND PROVISIONS OF THE FOLLOWING ALL DETAILS, SECTIONS AND NOTES SHOWN ON DRAWINGS ARE GENERAL NOTES: FOR ADDITIONAL REQUIREMENTS. NO OPENINGS, OTHER THAN THOSE SHOWN ON THE STRUCTURAL REQUIREMENTS INTO THEIR SHOP DRAWINGS AND WORK. CONTRACTOR IS RESPONSIBLE FOR COORDINATING SUCH ARCHITECTURAL, ELECTRICAL AND MECHANICAL DRAWINGS. STRUCTURAL DRAWINGS ARE INTENDED TO BE USED WITH SPECIFICATIONS. REFER TO THE PROJECT SPECIFICATIONS THESE GENERAL NOTES SUPPLEMENT THE PROJECT ENGINEER. ARCHITECT/ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR LIMITING THE AMOUNT ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SUCH OPENINGS. SHOWN ON THE STRUCTURAL DRAWINGS. REFER TO OPENINGS 1'-4" AND LESS ON A SIDE ARE GENERALLY NOT SHALL BE MADE WITHOUT THE WRITTEN APPROVAL OF THE NO CHANGE IN SIZE OR DIMENSION OF STRUCTURAL MEMBERS WITHOUT THE WRITTEN APPROVAL OF THE STRUCTURAL DRAWINGS, SHALL BE MADE IN ANY STRUCTURAL MEMBER OF THE FRAMING AT THE TIME THE LOADS ARE IMPOSED. CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN CAPACITY OF 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 OR TECHNICIANS. AGENCY AND INSPECTOR. RECORDS OF INSPECTIONS SHALL BE KEPT AVAILABLE TO THE RECORDS SHALL BE PRESERVED BY THE INDEPENDENT TESTING FOR TWO YEARS AFTER COMPLETION OF THE PROJECT. BUILDING OFFICIAL DURING PROGRESS OF THE WORK AND THE CONTRACTOR SHALL NOTIFY THE TESTING AGENCY AND/OR INSPECTOR ALL REASONABLE FACILITIES SHALL BE MADE AVAILABLE FOR TESTING AND INSPECTIONS. A MINIMUM OF 48 HOURS IN ADVANCE OF ALL WORK REQUIRING THE CONTRACTOR, OR BE A PARTY TO SCHEDULING OF WORK. RELEASE ANY PORTION OF THE WORK, PERFORM ANY DUTIES OF FINAL ACCEPTANCE. NOR SHALL IT OBLIGATE THE OWNER'S REPRESENTATIVE FOR STRUCTURAL TESTING AND SPECIAL INSPECTION. SEE SPECIFICATIONS FOR SPECIFIC REQUIREMENTS FOR SHALL BE PERFORMED UNDER THE SUPERVISION OF AN ENGINEER WAY PREVENT LATER REJECTION WHEN SUCH DEFECT IS NOTED, DETECT ANY DEFECTIVE WORK OR MATERIAL SHALL NOT IN ANY FAILURE OF TESTING AND INSPECTIONS TO LICENSED IN THE STATE OF NEW YORK. WHENEVER POSSIBLE, THE STRUCTURAL PROJECT IS LOCATED AND ALL TESTING AND INSPECTIONS AGENCY SHALL BE REGISTERED WHERE THE STRUCTURAL TESTING AND SPECIAL INSPECTIONS. THE TESTING INDEPENDENT TESTING AGENCY OR LABORATORY TO PROVIDE THE OWNER WILL EMPLOY AND PAY FOR THE SERVICES OF AN STRUCTURAL TESTS AND SPECIAL INSPECTIONS: THE TESTING AGENCY OR LABORATORY AND ITS REPRESENTATIVES 1. 2. 3. 4. 5. 6. STRUCTURAL STEEL: 1. PRACTICE, LATEST VERSION. EXCEPT AS MODIFIED IN THESE NOTES AND ERECTED IN ACCORDANCE WITH THE AISC CODE OF STANDARD ALL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND THE PROJECT SPECIFICATIONS AND/OR DRAWINGS. ALL CONNECTIONS. CONNECTION DETAILS INDICATED ON THE THE FABRICATOR IS RESPONSIBLE FOR THE SHOP DRAWINGS OF CONNECTION SHOP DRAWING. DRAWING, IS PROHIBITED WITHOUT WRITTEN APPROVAL OF THE SPLICING OF STEEL MEMBERS, UNLESS SHOWN ON THE DRAWINGS SHALL BE INCORPORATED INTO FABRICATOR'S ASSURANCE GENERAL NOTES AND PROJECT SPECIFICATIONS. ASSURANCE TESTING AND INSPECTIONS. SEE QUALITY STRUCTURAL STEEL WORKS. AISC, ASTM & AWS SPECIFICATIONS WILL GOVERN ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE AMERICAN STRUCTURAL STEEL WORK SHALL BE SUBJECT TO QUALITY ARCHITECT/ENGINEER. INSTITUTE OF STEEL CONSTRUCTION STANDARD PRACTICE. ACCORDANCE WITH THE PROJECT SPECIFICATIONS STRUCTURAL STEEL WELDING SHALL BE PERFORMED IN CODE FOR WELDING IN BUILDING CONSTRUCTION. ACCORDANCE TO SECTION 501 THRU 607 OF THE AWS DLO-89 SPECIFIED ON PLANS. ALL CONNECTIONS SHALL BE BEARING TYPE UNLESS OTHERWISE ALL INSPECTION AND TESTING OF WELDING SHALL BE DONE IN APPROVAL WELL IN ADVANCE OF CONSTRUCTION. ERECTION SHALL BE SUBMITTED TO THE DESIGNER FOR SHALL BE REPORTED TO THE ENGINEER FOR REVIEW AND MISFITTING OR NON-CONFORMING MATERIALS OR CONDITIONS INCORRECTLY FABRICATED, DAMAGED OR OTHERWISE CORRECTIVE ACTION TO BE IMPLEMENTED. APPLY: WELD SIZE UNLESS OTHERWISE NOTED, THE FOLLOWING MINIMUMS SHALL APPROVAL OR REJECTION, PRIOR TO REMEDIAL OR SHOP DRAWINGS FOR ALL STRUCTURAL STEEL FABRICATION AND CLIP ANGLE THICKNESS PLATE THICKNESS BOLTS/ANGLE LEG ONE BOLT ASSEMBLY SHALL CONSIST OF: BOLT DIAMETER DESIGN DUE TO TEMPERATURE CHANGES STEEL FABRICATOR SHALL CONSIDER TOLERANCES IN CONNECTION 3. 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 WASHER A HEAVY HEX NUT A HEAVY HEX STRUCTURAL BOLT C) B) A) 13. 1. GENERAL: DESIGN PROVISIONS- 2015 NYS UNIFORM CODE AND 2017 UNIFORM CODE SUPPLEMENT, ASCE 7-10 BUILDING OCCUPANCY CATEGORYII TERRAIN/EXPOSURE CATEGORYC 2.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)..............................1.0 3. 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).................0.209g ONE-SECOND DESIGN ACCELERATION (Sd1)...................0.131g SHORT PERIOD MAPPED SPECTRAL RESPONSE (Ss).....0.126g ONE-SECOND MAPPED SPECTRAL RESPONSE (S1)........0.056g SEISMIC DESIGN CATEGORY.......................................................B IMPORTANCE FACTOR (Ie)...........................................................1.0 ANALYSIS PROCEDURE......................EQUIVALENT LATERAL FORCE PROCEDURE SEISMIC DESIGN BASE SHEAR (V).........................................0.047W LATERAL FORCE RESISTING SYSTEM: - ASCE TABLE 12.2-1: SYSTEM F1- SHEAR WALL-FRAME WITH ORDINARY REINFORCED CONCRETE MOMENT FRAMES AND ORDINARY REINFORCED CONCRETE SHEAR WALLS. RESPONSE MODIFICATION COEF.R = 4.5 OVERSTRENGTH FACTOR OMEGA = 2.5 DEFLECTION AMPLIFICATION FACTORCd = 4.0 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.........................................................55 FEET TOPOGRAPHIC FACTOR (Kzt)..........................................1.0 WALL: AVERAGE PRESSURE (ASD).............. ........................18 PSF ROOF END ZONE: PRESSURE (ASD)........................................................-24 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 SHALL POURED. CONTRACTOR SHALL SUBMIT, PRIOR TO INSTALLATION ALL CAST IN PLACE REINFORCED CONCRETE: REINFORCING STEEL SHOP DRAWINGS. CONCRETE SHALL NOT BE DROPPED THROUGH REINFORCING PLACEMENT OF CONCRETE SHALL CONFORM TO ACI STANDARD 304 AND PROJECT SPECIFICATIONS. CORNERS AND DRIPS, SEE ARCHITECTURAL PLANS. FOR CONCRETE FORMWORK, SURFACE FINISHING, BEVELED MINIMUM LAP OF WELDED WIRE FABRIC SHALL BE 6 INCHES OR ONE FULL MESH, WHICHEVER IS GREATER. SHALL BE WELL SECURED AND IN PLACE BEFORE CONCRETE IS ALL REINFORCING, SLEEVES, CONDUITS, INSERTS AND BOLTS ALL SLAB AND CORRESPONDING BEAMS, CURBS, OR APRONS CONFORM TO THE STANDARD OF THE AMERICAN CONCRETE SHALL BE POURED MONOLITHICALLY. INSTITUTE (ACI-318-02). CONCRETE ITEMS AND REINFORCEMENT SHALL BE ERECTED IN STRICT ACCORDANCE WITH OWNER APPROVED SHOP AND ERECTION DRAWINGS FOLLOWING THE DETAILS SHOWN ON PLANS. MEMBERS. THINGS, THE ELASTIC DEFORMATION OF THE STRUCTURAL CORRECTLY ALIGNED CONCRETE CONSIDERING AMONG OTHER THE CONTRACTOR SHALL TAKE PRECAUTIONS TO PRODUCE NO DEFECTIVE CONCRETE SHALL BE CORRECTED OR COVERED APPROVAL. WATER-CEMENT RATIO PER SPECIFICATIONS WITH MORTAR, PLASTER ETC. WITHOUT THE INSPECTORS' CONCRETE EXPOSED TO WEATHER SHALL BE AIR-ENTRAINED. AIR CONTENT SHALL BE PER SPECIFICATIONS. CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS FOR REVIEW SHOW COMPLIANCE WITH THE PROJECT SPECIFICATIONS. DESIGN SHALL INCLUDE ALL STRENGTH DATA NECESSARY TO WELL IN ADVANCE OF CONCRETE PLACEMENT. CONCRETE MIX THE NOMINAL MAXIMUM AGGREGATE SIZE SHALL BE PER SPECIFICATIONS. ALL REINFORCING SHALL BE DETAILED, FABRICATED AND ALL REINFORCING SHALL BE SUPPORTED IN FORMS USING STEEL AND "THE MANUAL OF STANDARD PRACTICE FOR REINFORCED SECURELY WIRED TOGETHER, IN ACCORDANCE WITH CRSI CHAIRS, SPACED WITH NECESSARY ACCESSORIES AND SHALL BE CONCRETE CONSTRUCTION" BY THE CRSI. PLACED, IN ACCORDANCE WITH ACI DETAILING MANUAL BE CLEANED AND ROUGHENED IMMEDIATELY BEFORE CONCRETING BAR WHICH MAY CONFLICT. CORING IN CONCRETE IS NOT CONCRETE BEFORE PLACING. DO NOT CUT ANY REINFORCEMENT PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN SHALL BE AVOIDED EXCEPT WHERE DETAILED OPENINGS ARE DETAILED OTHERWISE. CONCENTRATIONS OF CONDUITS OR PIPES TOP & BOTTOM REINFORCEMENT, UNLESS SPECIFICALLY OF TOTAL SLAB THICKNESS AND SHALL BE PLACED BETWEEN THE CONDUIT OF PIPE SIZE (O.D.) SHALL NOT EXCEED 30 PERCENT AND TREATED AS INSTRUCTED IN THE "ACI MANUAL OF PROVIDED. CONCRETE PRACTICE". BY THE ENGINEER. ALL CONSTRUCTION JOINT SURFACES SHALL ON DRAWINGS SHALL BE PERMITTED WITHOUT PREVIOUS APPROVAL NO JOINT, OPENING, SLOT OR GROOVE OTHER THAN THAT SHOWN REINFORCING STEEL" BOTH BY THE AWS (AWS D12.1. & AWS WELDING CODE" AND "RECOMMENDED PRACTICES FOR WELDING D1.4 RESPECTIVELY). ELECTRODES IN CONFORMANCE WITH "REINFORCING STEEL WELDING OF REINFORCEMENT SHALL BE WITH LOW HYDROGEN ALL REINFORCING BAR BENDS SHALL BE MADE COLD. BE DONE IN ACCORDANCE WITH ACI-318. ALL LAPPING, BENDING AND PLACING OF REINFORCEMENT SHALL MEMBERS SHALL BE PROPERLY CURED IN ACCORDANCE WITH ALL CAST IN PLACE REINFORCED CONCRETE STRUCTURAL AND SUITABLE JOINT SURFACE ARE PROVIDED. PROPERLY REPAIRED AFTER REMOVING THE DAMAGED PORTION NEVERTHELESS, IF THE CONCRETE IS DAMAGED, IT SHALL BE CONCRETE SHALL BE SUCH, AS NOT TO CRACK OR IMPAIR IT. THE SIZE OF NAILS AND SIMILAR FASTENERS DRIVEN INTO USED. THE FREE UNCONFINED FALL OF CONCRETE SHALL NOT CASES, HOOPERS OR VERTICAL CHUTES OR TRUNKS SHALL BE ACI 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 GROUND 1-1/2 IN. 2 IN. #5 BARS AND SMALLER #6 BARS AND LARGER FORMED 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 SMALLER 1-1/2 IN. BEAMS, GIRDERS, AND COLUMNS PERMITTED U.N.O. "MANUAL OF STANDARD PRACTICE" STEEL SO AS TO CAUSE SEGREGATION OF AGGREGATES IN SUCH LAP SPLICES SHALL BE IN ACCORDANCE WITH THE FOLLOWING CONCRETE WORK SHALL BE SUBJECT TO QUALITY ASSURANCE GRADE SHALL BE COVERED WITH A MINIMUM OF 3" OF BASE PLATES, ANCHOR BOLTS, SUPPORT ANGLES, ETC., BELOW WELDED WIRE FABRIC ONE SPACING OF CROSS WIRES PLUS 2". COMPRESSION DOWEL EMBEDMENT: 22 BAR DIAMETERS LAP CONCRETE. NOTES AND PROJECT SPECIFICATIONS. TESTING AND INSPECTIONS. SEE QUALITY ASSURANCE GENERAL TABLE, UNLESS NOTED OTHERWISE, WHERE CLASSES ARE NOT CALLED OUT ON DRAWINGS, USE CLASS "B" SPLICE. 25" TENSION f'c (psi) 4,000 SIZE BAR #4 S 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 CLASS TOP BARS SPLICE CLASS CONTRACTOR SHALL SUBMIT SHOP DRAWINGS SHOWING CONSTRUCTION JOINT AND SAW CUT JOINT LOCATIONS. 9. DRIVEN PILES: MASONRY: 1. 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. 2. 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. 3. ALL REINFORCED CELLS, ALL CELLS BELOW GRADE AND ALL CELLS BELOW FINISH FLOOR SHALL BE GROUTED SOLID. 4. 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. 5. REINFORCING STEEL SHALL BE SECURED IN PLACE BEFORE GROUTING STARTS. 6. SPLICED REINFORCING SHALL BE LAPPED 48 BAR DIAMETERS OR24 INCHES, WHICHEVER IS GREATER. SPLICED BARS SHALL BE WIRED TOGETHER. 7. 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. 8. 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. 9. 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". 10. GROUTING SHALL BE STOPPED 1-1/2" BELOW THE TOP OF A COURSE SO AS TO FORM A KEY AT THE POUR JOINT. 11. GROUTING OF MASONRY BEAMS OVER OPENINGS SHALL BE DONE IN ONE CONTINUOUS OPERATION. 12. ALL BOLTS, ANCHORS, ETC., INSERTED IN THE WALLS, SHALL BE GROUTED SOLID INTO POSITION. 13. REINFORCED MASONRY HAS BEEN DESIGNED USING VALUES FOR CONSTRUCTION WITH SPECIAL INSPECTION. 14. REINFORCED MASONRY WORK SHALL BE SUBJECT TO QUALITY ASSURANCE TESTING AND INSPECTIONS. SEE QUALITY ASSURANCE GENERAL NOTES AND PROJECT SPECIFICATIONS. 15. CONCRETE MASONRY UNITS SHALL BE LAID WITH FULL MORTAR BEDDING. 16. CONCRETE MASONRY UNITS SHALL BE LAID IN A RUNNING BOND PATTERN. 17. 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. 18. 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. 19. GROUT SHALL BE PLACED BY THE LOW LIFT METHOD; MAXIMUM HEIGHT OF LIFT WITHOUT CLEANING OUT SHALL BE 4 FEET. 20. JOINT REINFORCING SHALL BE SPACED AT 16" O.C. VERTICALLY IN ALL MASONRY WALLS. 1. PILE DRIVING CONTRACTOR SHALL REVIEW ALL CONTRACT DOCUMENTS PRIOR TO START OF WORK. 2. ALL PILE DRIVING WORK SHALL CONFORM TO CITY OF ITHACA NOISE ORDINANCES. 3. PILE DRIVING CONTRACTOR SHALL BE RESPONSIBLE FOR HIRING A PROFESSIONAL ENGINEER (LOAD TEST ENGINEER) LICENSED IN THE STATE OF NEW YORK TO PROVIDE DYNAMIC LOAD TESTING OF PILES. A. LOAD TESTING: ENGAGE A QUALIFIED PROFESSIONAL ENGINEER (LOAD TEST ENGINEER) FOR DYNAMIC MEASUREMENT TESTING AND ANALYSIS (LOAD TESTING). REFER TO DRAWINGS FOR SELECTED PILES FOR TESTING. LOAD TESTING SHALL BE IN ACCORDANCE WITH ASTM D4945 DURING RE-STRIKING. THE PILE LOAD TEST REPORT SHALL BE PREPARED AND SEALED BY THE LOAD TEST ENGINEER AND MUST INCLUDE THE FOLLOWING INFORMATION: a. ALLOWABLE CAPACITY OF THE PILE b. SIZE OF THE PILE c. INITIAL-END-OF-DRIVE SET d. BEGINNING-OF-RE-STRIKING SET e. AS-DRIVEN FACTOR OF SAFETY 4. PILE DRIVING CONTRACTOR WILL BE RESPONSIBLE FOR HIRING A LICENSED LAND SURVEYOR TO PROVIDE PILE SURVEYS. A. SURVEY: REGISTERED PROFESSIONAL LAND SURVEYOR OR REGISTERED CIVIL ENGINEER, SHALL ESTABLISH LINES AND LEVELS AND STAKE PILE LOCATIONS. a. AFTER PILES ARE DRIVEN, REGISTERED PROFESSIONAL LAND SURVEYOR OR REGISTERED CIVIL ENGINEER SHALL MAKE FIELD SURVEY OF COMPLETED PILING WORK. SUBMIT DRAWING TO OWNER AND ENGINEER OF RECORD SHOWING ACTUAL PILE LOCATIONS WITH RESPECT TO PLANNED PILE LOCATIONS AND INDICATING PLUMBNESS OF PILES. 5. OWNER WILL BE RESPONSIBLE FOR HIRING A GEOTECHNICAL ENGINEER TO PROVIDE PILE INSTALLATION REPORTS. A. REPORTS: SUBMIT A REPORT, FOR EACH PILE, DETAILING DIAMETER OR CROSS SECTION, LENGTH, MAKE AND MODEL OF HAMMER, DRIVING TIME, BLOWS PER MINUTE, NUMBER OF BLOWS PER FOOT IN LAST 5 FEET OF PENETRATION, NUMBER OF BLOWS FOR EACH INCH DURING FINAL 6 INCHOF PENETRATION, AND OTHER PERTINENT INFORMATION. 6. IT SHALL BE PILE DRIVING CONTRACTOR’S RESPONSIBILITY TO PROVIDE THE SPECIFIED TYPE OF PILE AND TO INSTALL A SATISFACTORY PILE FOUNDATION. ABAB 32" COMPRESSION SPLICE 24" 15" 25" 32" 32" 4,00040"24" 20" 32" 40" 38" 4,00048"24" 24" 38" 48" #5 #6 54" 4,00070"28" 54"70" #7 62" 4,00080"24" 30" 62" 80" #8 70" 4,00090"34" 70"90" #9 78" 4,000100"24" 38" 78" 100" #10 REV.DESCRIPTIONDATE 110 South Albany Street Ithaca, New York 14850 607.277.1118 www.taitem.com The Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal. This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional. CONSULTANTS DRAWN BY: COPYRIGHT: © 2019 VECINO DESIGN PROJECT NUMBER: DATE: 6/5/2019 12:08:23 PMC:\Users\Taitem\Documents\Vecino Ithaca Athaus MEPS Central 2019_Yossi.rvt SCHEDULE OF SPECIAL INSPECTIONS S002 18260 YB Ithaca Arthaus 130 CHERRY STREET, ITHACA TOMPKINS COUNTY, NEW YORK 06/10/2019 Controlled Structural Fill1 PE/GE Section 1705.6 and Chapter 18 -Perform sieve tests (ASTM D422 & D1140) and modified Proctor tests (ASTM D1557) of each source of fill material. -Inspect placement, lift thickness and compaction of controlled fill. -Test density of each lift of fill by nuclear methods (ASTM D2922) -Verify extent and slope of fill placement. P Deep foundations1 PE/GE Section 1705.7, 1705.8, 1705.9 and Chapter 18 -Inspect and log pile driving operations. Record pile driving resistance and verify compliance with driving criteria. -Inspect piles for damage from driving and plumbness. -Confirm type and size of hammer -Record number of blows per foot (see specifications) -Verify pile size, length and accessories C ITEMFirm/Agency # (Qualif.) Code Section/Ref. Standard Scopefrequency SOILS AND FOUNDATIONS Curing and Protection1 PE/EIT IBC Section 1705.3 and Chapter 19, ACI-318 Chapter 5, ACI 305R, ACI 306R, and ACI-306.1 -Inspect curing temperatures, cold and/or hot weather protection techniques.P Sampling and Testing of Concrete ACI-CFTT ACI-STT IBC Section 1705.3 and Chapter 19, and ACI-318 Chapter 5 & 26 -Fabricate concrete specimens for strength tests. -Test concrete compressive strength (ASTM C31 & C39) every 50 cubic yards or fractions thereof from each mix design of concrete placed in any one day. -test concrete slump (ASTM C143), air-content (ASTM C231 or C172 or C173) and temperature (ASTM C1064). P Concrete Placement 1 PE/GE ACI-CCI ICC-RCSI IBC Section 1705.3 and Chapter 19, and ACI-318 Chapter 5 -Inspect placement of concrete and/or shotcrete for proper application techniques. -Verify that concrete conveyance and depositing avoids segregation or contamination. -Verify that concrete is properly consolidated. C Anchor Rods1 PE/GE IBC Section 1705.3 and Chapter 19, and ACI-318 Chapter 3, 8 & 21 -Inspect size, positioning and embedment of anchor rods. -Inspect concrete placement and consolidation around anchors.C Reinforcement Installation 1 PE/SE or EIT ACI-CCI ICC-RCSI IBC Section 1705.3 and Chapter 19, and ACI-318 Chapter 3 & 7 -Inspect size, spacing, cover, positioning and grade of reinforcing steel. -Verify that reinforcing bars are free of form oil or other deleterious materials. -Inspect bar laps and mechanical splices. -Verify that bars are adequately tied and supported on chairs or bolsters . P Material Certification1 PE/SE IBC Section 1705.3.2 and Chapter 19, and ACI-318 Chapter 3 -Review material certificates of compliance or other acceptable documentation for all materials used in the concrete mix design/s for conformance with ACI-318. C Mix design 1 PE/SE or EIT ACI-CCI ICC-RCSI IBC Section 1705.3 and Chapter 19, and ACI-318 Chapter 4, 5, 19 & 26 -Review concrete batch tickets and verify compliance with approved mix design. -Verify that water added at the site does not exceed that allowed by the mix design. -Review concrete mix design submittals for all concrete specified on the drawings. C ITEMFirm/Agency # (Qualif.) Code Section/Ref. Standard Scopefrequency CAST-IN-PLACE CONCRETE Pre-Engineered Wood Trusses 1 PE/SE EIT IBC Section 1705.11.1, Chapter 23, TPI 1, and AWC-NDS Section 4.4.2 & Appendix A -Inspect erection/installation, and placement of trusses for compliance with the approved submittals, and construction documents. -Review completed/installed trusses and supporting framing prior to concealment by finishes. -Verify all connection attachments to supports. ... P Pre-Engineered Lumber 1 PE/SE EIT IBC Section 1705.11.1, Chapter 23, APA, and AWC-NDS -Verify size, number of plies, identification stamps, strength of LSL, LVL, PSL, Glulams and other engineered lumber for conformance with approved submittals and construction documents. P Diaphragms & Shearwalls 1 PE/SE EIT IBC Section 1705.11.1, Chapter 23, APA, AWC-SDPWS, and AWC-NDS -Within the main wind or seismic force resisting system: -Verify size, quantity and location of chords/end studs for conformance with construction documents. -Inspect all hardware connectors, bolting, anchoring and other fastening of components, including all sheathing panels, wall to roof/floor connections, braces, collectors (drag struts) and hold-downs. -Verify configuration and blocking within diaphragms and shearwalls. -Verify panel grade and thickness. -Verify type, size, spacing and margin of fasteners attaching sheathing to framing. P Framing Details 1 PE/SE EIT IBC Section 1705.11.1, Chapter 23, APA, and AWC-NDS -Inspect prior to concealment by finishes for conformance with approved submittals, and construction documents. -Verify stud/joist/rafter, size, quantity, location, and connections of framing members, including sheathing for conformance to approved submittals and construction documents. P Connections 1 PE/SE EIT IBC Section 1705.11.1, Chapter 23, and AWC-NDS -Visually inspect all screwing, bolting, anchoring and other fastening of components, including clips, hangers and miscellaneous connectors. -Inspect prior to concealment by finishes for conformance with approved submittals, and construction documents. P Material Species & Grading1 PE/SE EIT IBC Section 1705.11.1, Chapter 23, APA, and AWC-NDS -Review wood species and grade stamps of dimensional lumber for conformance with construction documents.P Plant Certification / Quality Control Procedures1 PE/SE EIT IBC Section 1705.11.1, Chapter 23, TPI 1, and AWC-NDS Section 4.4.2 & Appendix A -Verify fabricator's certification is current. -Review shop fabrication and quality control procedures. -Verify fabricator's ability to conform to the approved submittals and construction documents. P ITEMFirm/Agency # (Qualif.)Code Section/Ref. StandardScopefrequency WOOD WeldingAWS-CWI IBC Chapter 22, AWS D1.1, and AISC 360 Section N5 -Visually inspect all welds. Inspect pre-heat, post-heat and surface preparation between passes. -Verify size and length of fillet welds. - Verify welder qualifications and cetification before welding starts. C Material CertificationAWS/AISC-SSI ICC-SWSI IBC Section 1705.2 and Chapter 22, AISC 303 Section 6.1 -Review certified mill test reports and identification markings on wide-flange shapes, high-strength bolts, nuts and welding electrodes. P ITEMFirm/Agency # (Qualif.) Code Section/Ref. Standard Scopefrequency STRUCTURAL STEEL Erected Precast Elements1 PE/SE EIT IBC Section 1705.3 and Chapter 19, ACI-318 Chapter 26 -Inspect erection of precast concrete including member configuration, connections, welding, and grouting P Plant Certification / Quality Control Procedures ACI-CCI ICC-RCSIIBC Section 1704.2.5 -Review plant operation and quality control procedures. -Verify fabricator's ability to conform to the approved submittals and construction documents. P ITEMFirm/Agency # (Qualif.)Code Section/Ref. StandardScopefrequency PRE-CAST CONCRETE Anchors and Ties 1 PE/SE ICC-SMSI IBC Section 1705.4 and Chapter 21, ACI-530.1, ASCE 6, and TMS 602 -Inspect size, location, spacing and embedment of dowels, anchors and ties. P Evaluation of Masonry Strength 1 PE/SE ICC-SMSI IBC Section 1705.4 and Chapter 21, ACI-530.1, ASCE 6, and TMS 602 -Test compressive strength of mortar and grout cube samples (ASTM C780). -Test compressive strength of masonry prisms (ASTM C1314). P Weather Protection 1 PE/SE ICC-SMSI IBC Section 1705.4 and Chapter 21, ACI-530.1, ASCE 6, and TMS 602 -Inspect cold and/or hot weather protection procedures. -Verify that wall cavities are protected against precipitation.P Grouting Operations 1 PE/SE ICC-SMSI IBC Section 1705.4 and Chapter 21, ACI-530.1, ASCE 6, and TMS 602 -Review grout mix proportions. -Inspect slump, placement and consolidation of grout. -Inspect masonry clean-outs for high-lift grouting. C Reinforcement Installation 1 PE/SE ICC-SMSI IBC Section 1705.4 and Chapter 21, ACI-530 & 530.1, ASCE 5 & 6, and TMS 402 & 602 -Inspect placement, size, positioning and lapping of reinforcing steel. -Inspect welding of reinforcing steel if applicable.P Mortar Joints 1 PE/SE ICC-SMSI IBC Section 1705.4 and Chapter 21, ACI-530.1, ASCE 6, and TMS 602 -Inspect construction of mortar joints including head joints for tooling and filling. -Verify sizes of all joints are in compliance with ACI masonry joints construction tolerances. -Verify that the maximum bed joint size is 5/8". P Installation of Masonry 1 PE/SE ICC-SMSI IBC Section 1705.4 and Chapter 21, ACI-530.1, ASCE 6, and TMS 602 -Inspect size, layout, bonding, pattern and placement of masonry units. P Mixing of Mortar and Grout 1 PE/SE ICC-SMSI IBC Section 1705.4 and Chapter 21, ACI-530.1, ASCE 6, and TMS 602 -Inspect proportioning, mixing and retempering of mortar and grout.P Material Certification1 PE/SE ICC-SMSI IBC Section 1705.4 and Chapter 21, ACI-530.1, ASCE 6, and TMS 602 -Review test reportsP ITEMFirm/Agency # (Qualif.)Code Section/Ref. StandardScopefrequency MASONRY REV.DESCRIPTIONDATE PRECAST CONCRETE COLUMN OR CMU PILASTER BELOW MASONRY FOUNDATION WALL CONCRETE GRADE BEAM (CUT) CONCRETE GRADE BEAM (BELOW) PILE CAP AND PILE(S) BELOW SASA S1 S1 S4 S4 S5 S5 S6 S6 SJ SJ S8 S8 S10 S12 S12 S11 S7 S7 S9 SN SM SBSB SC SD SF SG SK SL SR SS ST SW SV SU SX SQ SO S2 SH SE S3 S13 S13 G B 6 B G B 1 A GB-1B.2 GB-1C PC-2 PC-2 PC-2 PC-2 PC-2 PC-2 17' - 0" 17' - 0" 17' - 0" 17' - 0" 18' - 7 1/2"6' - 6 3/4" 18' - 7 1/2" 25' - 4" 15' - 9" 18' - 8" 18' - 8" 18' - 8" 14' - 5 1/2" 24' - 5 1/2"35' - 7 1/2"21' - 5 1/2"33' - 3 3/4"10' - 9"14' - 0 1/4"2' - 0" 1 8 ' 7 1 / 2 " 2 0 ' 1 1 1 / 4 " 1 6 ' 5 1 / 4 " 1 8 ' 7 1 / 2 " 2 1 ' 6 " 19' - 1 1/2" 24' - 0" 5' - 0 3/4" 2' - 8" 22' - 8 3/4"24' - 5 1/2"35' - 7 1/2"21' - 5 1/2"33' - 3 3/4"26' - 9 1/4" PC-2 GB-5B GB-5B GB-2D GB-2B GB-5B GB-2D GB-5B GB-5B GB-5B GB-6B GB-6B GB-6B GB-6A GB-5B GB-5B GB-2D GB-2D GB-5B GB-1A GB-6B GB-6B GB-6B GB-6C GB-1B GB-1A GB-2A GB-1A GB-1A.2 GB-2B GB-6B GB-2D GB-2D GB-2DGB-1B GB-2D GB-1B GB-2D GB-2D GB-2C GB-5AGB-2B GB-2D GB-2D GB-2B GB-5B GB-6B GB-1A.2 GB-6B GB-5B GB-1A GB-2D GB-2D GB-2D GB-2D GB-2D GB-2D GB-2D GB-2D GB-2D GB-2D GB-2D GB-2B GB-2D GB-2D G B2 D G B 2 D G B 2 D G B 2 D G B 5 B GB 2 D G B 2 D G B 5 B G B 2 D G B 5 B G B 6 B G B 1 A GB-1C GB-6B GB-6B GB-6B GB-2D GB-2B GB-2D GB-5B GB-2D GB-2B GB-2D GB-2B GB-5B GB-2B GB-5B GB-2D GB-5B GB-2D GB-5B GB-5B GB-1B GB-2D GB-6B GB-6B GB-1B GB-6B GB-1A GB-6B GB-1A GB-6A GB-6A GB-6B GB-1A GB-6C GB-6B GB-2A GB-2D GB-5B GB-5B GB-6B GB-6B GB-5B GB-6B GB-5B G B 2 D GB-5B GB-6B GB-6B GB-6B GB-6B GB-6A GB-6B GB-1C GB-5B GB-1A.2 GB-2A SB1 SK1 S202 1 S202 2 S202 3 S202 4 4 S201 PC-1 GB-1A GB-3A GB-3AGB-1B GB-1A.2 GB-1A GB-2D PILE FOR DYNAMIC TESTING PILE FOR DYNAMIC TESTING PILE FOR DYNAMIC TESTING PILE FOR DYNAMIC TESTING PILE FOR DYNAMIC TESTING 3' - 3 3/4" 11' - 9 1/8" 1 1 . 0 0 ° 6' - 6 13/16" 1 4 . 0 0 ° 4' - 2 1/2" 9' - 9 1/4" 9' - 1 1/8" 9' - 1 1/2" 10' - 0" 2' - 7 3/4" 6' - 4 1/2" EQEQ 6 S201 12" HDPE REFER TO CIVIL DRAWINGS DRYWELL REFER TO CIVIL DRAWINGS DRYWELL REFER TO CIVIL DRAWINGS 12" HDPE REFER TO CIVIL DRAWINGS GRADE BEAM NOTCHED TO ACCOMODATE PIPE, TYP. - SEE DETAIL GB-1A.2 1 8 ' 7 1 / 2 " 1 1 . 0 0 ° (+/-) 4' - 8 9/16" PC-2 S201 8 TYP S201 7 TYP GB-1B.2 GB-1A GB-3A 1 S201 5 S201 2 S201 1' - 6" 1' - 6" 1' - 6" 9" 9" 1' - 6"1' - 6" 9" 9" 1' - 6"1' - 6" 1 ' - 6 " 1 ' - 6 " 9"9" 1' - 6"1' - 6" 1 ' - 6 " 1 ' - 6 " 1 ' 6 " 1 ' 6 " 1 ' - 6 " 1 ' - 6 " 1 ' 6 " 1 ' 6 " 1' - 6"1' - 6" 9 " 9 " 9 " 9 " 1' - 6"1' - 6" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9"9"9" 9" 9"9" 9"9" 9 " 9 " 12 S202 13 S202 12 S202 Sim 1 S201 Sim 1 S201 Sim 1 S201 Sim 1 S201 Sim 3 S201 2 S201 TYP 1 S201 Sim 1 S201 Sim 1 1 1 4 S201 Sim 1 TYP 1 1 1 S201 Sim1 1 13 S201 SIM 1 3 S201 Sim TYP 5 S201 Sim 5 S201 Sim 1 1 5 S201 Sim 5 S201 Sim 1 5 S201 Sim 1 1' - 6" 1' - 6" 1' - 6"1' - 6" 1' - 6"1' - 6" GB-6B 15 S201 15 S201 Sim 15 S201 Sim TYPICAL REVISIONS TO FOUNDATION PLAN (NOT CLOUDED): 1. GRADE BEAMS WIDENED AT LOCATION OF FIRST FLOOR CMU SHEAR WALLS AND ASSOCIATED DETAIL LOCATIONS REVISED. 2. DETAIL 9/S201 ADDED TO SHOW THICKENED MAIN FLOOR GRADE BEAM GB-6 WHERE IT INTERSECTS PARKING GRADE, TYPICAL 3. NUMBER OF PILES AND PILE CAPS REDUCED. 4. GRID LINE S4 SHIFTED NORTH. 5. GRID LINE SW SHIFTED EAST 6. PERIMETER GRID LINES SHIFTED TO ALIGN NEW CMU PILASTERS WITH EXTERIOR FACE OF CMU WALL. 2 1 ' - 6 " 1 ' - 6 " 1' - 6" 1' - 6" 1' - 6"1' - 6" 1' - 6"1' - 6" 1' - 6"1' - 6" 1' - 6" 1' - 6" 1' - 6" 1' - 6"1' - 6" 1' - 6" 1' - 6" 1' - 6" 1' - 6" EQEQEQ 1' - 6" 1' - 6" 1' - 6" 1' - 6" 1' - 6"1' - 6" 3' - 0" 1' - 6" PC-1 1' - 6" 1' - 6" 1' - 6"1' - 6" 1' - 6"1' - 6" 1' - 6" 1' - 6" 1' - 6" 1' - 6" 1' - 6" E Q E Q 1' - 6" 1' - 6" 1' - 6" 1' - 6" 1' - 6" 1' - 1" 5" 1' - 6" 1' - 6" 1' - 6"1' - 6"1' - 6" 1' - 6" 1' - 6"1' - 6" EQ EQEQ EQ 1' - 6" 1' - 6" 1' - 6" 1' - 6"1' - 6" 1' - 6" 1' - 6" 1' - 6" 1' - 6" 1' - 6" EQ EQ EQEQ 1' - 6" 1' - 6" 1' - 6" EQ EQ 1' - 6" 1' - 6" 1' - 6"1' - 6" 3' - 0" 3' - 0" 1 ' 6 " 1 ' 6 " E Q E Q E Q E Q 1' - 6" G B 2 D 1' - 6" EQEQ EQ EQ EQ EQ 1' - 6" EQEQ 3 ' 0 " 1 ' 6 " 3 ' 0 " 1 ' 6 " 3 ' 0 " 1 ' 6 " EQ EQEQ EQ G B 2 A EQ EQ 1' - 6"1' - 6" EQEQ 1' - 6" 1' - 6" EQEQ 1' - 6" EQEQ EQ EQ EQ EQ 9 S201 9 S201 Sim 9 S201 Sim 9 S201 Sim 6 S201 Sim 9 S201 Sim 9 S201 Sim 9 S201 Sim 9 S201 Sim 9 S201 Sim 9" EQ EQ 9 S201 Sim 9 S201 Sim 1' - 6" 1' - 6" EQ EQ EQ 2 ELEV 1 STAIR 3 STAIR 2 STAIR 1 ELEV 2 13 S201 SIM 6 S201 Sim GRADE BEAM NOTCHED TO ACCOMODATE PIPE - SEE DETAIL GB-2D GB-6B GB-6A GB-6A GB-6B PC-1 6 1/2" 24' - 5 1/8" 2 BENT LONGITUDINAL BARS TO SIDES, 20" LONG HOOKS TOP BARSLONGITUDINAL BARS 2" L/4 END STIRRUPS L/2 MIDDLE STIRRUPS 2" BOTTOM BARS L/4 END STIRRUPS LPILE CAP OR INTERSECTING GRADE BEAM PILE CAP OR INTERSECTING GRADE BEAM CONT. BEAM WHERE IT OCCURS 110 South Albany Street Ithaca, New York 14850 607.277.1118 www.taitem.com The Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal. This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional. CONSULTANTS DRAWN BY: COPYRIGHT: © 2019 VECINO DESIGN PROJECT NUMBER: DATE: 10/15/2019 12:17:44 PMP:\Design\R-Z\Vecino Ithaca Arthaus - 18738\3. Drawings\Structural\Current Revit\Arthaus_Struc.rvt FOUNDATION PLAN S101 18260 DM Ithaca Arthaus 130 CHERRY STREET, ITHACA TOMPKINS COUNTY, NEW YORK 06/10/2019 PILE CAP SCHEDULE TYPE MARKDESCRIPTIONWIDTHLENGTHTHICKNESSPILE TYPE B.O. CAP ELEVATION (PROJECT) B.O. CAP ELEVATION (SURVEY) NOTES PC-1PILE CAP - 1 PILE4' - 0"4' - 0"3' - 0"HP12X53-5' - 0"384.5 PC-2PILE CAP - 2 PILE7' - 6"4' - 0"3' - 0"HP12X53-5' - 0"384.5 FOUNDATION PLAN LEGEND GRADE BEAM SCHEDULE TYPE MARKWIDTHHEIGHT B.O. BEAM ELEVATION (PROJECT) B.O. BEAM ELEVATION (SURVEY) TOP REINFORCEMENT BOTTOM REINFORCEMENT STIRRUPS LONGITUDINAL REINFORCEMENT COMMENTS END STIRRUPS (1/4 OF SPAN) MIDDLE STIRRUPS (Throughout where end stirrups are not specified) GB-1A1' - 6"3' - 0"-3' - 6"386.0(3) #6(6) #6#4 @ 9"#4 @ 18"(2) #5 EA. FACE GB-1A.21' - 6"3' - 0"-3' - 6"386.0(3) #6(6) #6#4 @ 9"(6) #6 EA. FACE GB-1B1' - 6"3' - 0"-3' - 6"386.0(6) #6(6) #6#4 @ 9"#4 @ 18"(2) #5 EA. FACE GB-1B.21' - 6"3' - 0"-3' - 6"386.0(6) #6(6) #6#4 @ 4"(4) #6 EA. FACE GB-1C1' - 6"3' - 0"-3' - 6"386.0(6) #6(10) #6#4 @ 9"#4 @ 18"(2) #5 EA. FACE GB-2A1' - 6"2' - 6"-5' - 0"384.5(3) #6(6) #6#4 @ 9"#4 @ 18"(2) #5 EA. FACE GB-2B1' - 6"2' - 6"-5' - 0"384.5(6) #6(6) #6#4 @ 9"#4 @ 18"(2) #5 EA. FACE GB-2C1' - 6"2' - 6"-5' - 0"384.5(6) #6(10) #6#4 @ 9"#4 @ 18"(2) #5 EA. FACE GB-2D1' - 6"2' - 6"-5' - 0"384.5(3) #6(10) #6#4 @ 9"#4 @ 18"(2) #5 EA. FACE GB-3A1' - 2"2' - 0"-2' - 6"387.0(2) #6(5) #6#4 @ 9"#4 @ 18"(2) #5 EA. FACE GB-5A3' - 0"2' - 6"-5' - 0"384.5(9) #6(10) #6#4 @ 9"#4 @ 18"(2) #5 EA. FACE GB-5B3' - 0"2' - 6"-5' - 0"384.5(4) #6(10) #7#4 @ 9"#4 @ 18"(2) #5 EA. FACE GB-6A3' - 0"3' - 0"-3' - 6"386.0(6) #6(6) #6#4 @ 9"#4 @ 18"(2) #5 EA. FACE GB-6B3' - 0"3' - 0"-3' - 6"386.0(6) #6(12) #7#4 @ 9"#4 @ 18"(2) #5 EA. FACE GB-6C3' - 0"3' - 0"-3' - 6"386.0(9) #6(12) #7#4 @ 9"#4 @ 18"(2) #5 EA. FACE FOUNDATION PLAN GENERAL NOTES SITE PREPARATION AND EXCAVATION 1.CLEAR, GRUB, AND STRIP TOPSOIL AND REMOVE SIGNIFICANT ROOT STRUCTURES WITHIN NEW EXTERIOR CONSTRUCTION AREAS. REMOVE ANY REMNANTS OF EXISTING STRUCTURES ENCOUNTERED FROM WITHIN THE NEW CONSTRUCTION AREA. ALL EXCAVATIONS TO REMOVE REMNANTS OF STUCTURAL FILL FROM WITHIN THE BUILDING FOOTPRINT SHALL BE BACKFILLED WITH COMPACTED STRUCTURAL FILL. THE STUCTURAL FILL SHOULD CONFORM TO NYSDOT SPECIFICATION 304.14 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. OPERATIONS SHALL CONFORM TO APPLICABEL ENVIRONMENTAL REGULATIONS. GENERAL NOTES 1.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 DYNAMIC TESTING AND PILE SURVEY. REFER TO SPECIFICATIONS. 3.PERFORM DYNAMIC TESTING AT THE FOLLOWING GRID LOCATIONS: SA/S1, SA/S13, SM/S8, SJ/S13. ALSO, AT ELEVATOR PC-M4, TEST AT LEAST (1) PILE AT EA. LOCATION. 4.ALL COMPACTED STRUCTURAL FILL SHALL CONFORM TO NYSDOT SPECIFICATION 304.14 AND 733.0404 SUBBASE COURSE, TYPE 4 AND BE COMPACTED TO 93% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY 1/8" = 1'-0" 1 FOUNDATION PLAN PILE SCHEDULE TYPECOUNTCAP/GRADE BEAM EMBEDMENTDEPTHALLOWABLE CAPACITY HP12X531826"+/- 100'-0" (TO BEDROCK)240K (120 TONS) PC-M1FOUNDATION MAT - STAIR 1 / ELEVATOR #23' - 0"HP12X53-8' - 0"381.5REFER TO DETAIL FOR DIMENSIONS PC-M2FOUNDATION MAT - STAIR 23' - 0"HP12X53-5' - 0"384.5REFER TO DETAIL FOR DIMENSIONS PC-M3FOUNDATION MAT - STAIR 33' - 0"HP12X53-5' - 0"384.5REFER TO DETAIL FOR DIMENSIONS PC-M4FOUNDATION MAT - ELEVATOR #13' - 0"HP12X53-8' - 0"381.5REFER TO DETAIL FOR DIMENSIONS * 1 2 2 2 REV.DESCRIPTIONDATE 1ADDENDUM #207/15/2019 2ADDENDUM #410/15/2019 N.T.S. 3 TYPICAL GRADE BEAM REINFORCING DIAGRAM 2 RFI 48 - Precast Column Detail RFI 48 RFI 21 RFI 20 RFI 19 RFI 42 Rebar StirrupsRFI 43 #5 @ 8"(T) x 10'-0" #5 @ 8"(B) #5 @ 12"(B) #5 @ 7"(T) x 10'-0" #5 @ 14"(T) #5 @ 12"(B) #5 @ 14"(B) #5 @ 8"(B) #5 @ 16"(T) x 11'-8" #5 @ 12"(T) x 16'-0" #4 @ 12"(T) #4 @ 12"(T)#4 @ 12"(T) #4 @ 12"(T) x 6'-6" #4 @ 12"(T) #4 @ 12"(B) #4 @ 12"(T) #5 @ 12"(T) x 8'-4" #5 @ 12"(T) #5 @ 12"(T) x 10'-0" #4 @ 12"(T) #4 @ 12"(T) #5 @ 12"(T) #5 @ 12"(B) #5 @ 12"(B) #4 @ 12"(T) x 4'-10" #4 @ 12"(T) #5 @ 12"(T) x 8'-2" #4 @ 12"(T) #5 @ 12"(T) #5 @ 12"(T) x 10'-0" #5 @ 12"(T) x 16'-0" #5 @ 12"(B) #5 @ 12"(B) #5 @ 12"(T) #5 @ 12"(T)#5 @ 12"(T) x 16'-0" #5 @ 12"(T) #5 @ 8"(B) #5 @ 12"(B) #5 @ 12"(B) #5 @ 12"(B) #5 @ 8"(T) x 10'-0" #5 @ 12"(T) x 10'-0" #5 @ 12"(T) #5 @ 12"(T) x 16'-0" #5 @ 12"(T) #5 @ 8"(B) #5 @ 12"(B) #5 @ 12"(B) #5 @ 12"(B) #5 @ 12"(T) #5 @ 8"(T) x 10'-0" #5 @ 12"(T) x 10'-0" #5 @ 12"(T) x 10'-0" #5 @ 12"(T)#5 @ 12"(T) x 16'-0"#5 @ 12"(T) #5 @ 12"(T) #5 @ 8"(T) x 10'-0" #5 @ 12"(T) x 16'-0" #4 @ 12"(T) #4 @ 12"(T) #5 @ 16"(T) #5 @ 16"(T) #5 @ 16"(T) #5 @ 16"(T) #5 @ 16"(T) x 6'-6" #5 @ 12"(T) #5 @ 8"(B) #5 @ 12"(B) #5 @ 12"(B) #5 @ 12"(B) #5 @ 12"(B) #5 @ 12"(B) # 5 @ 8 " ( T ) x 1 1 ' 0 " # 5 @ 1 2 " ( T ) # 5 @ 1 2 " ( T ) #5 @ 6"(T) x 11'-0" #5 @ 12"(T) #5 @ 12"(T) #5 @ 12"(T) #5 @ 12"(B) #5 @ 12"(T) # 5 @ 1 2 " ( T ) x 1 1 ' 0" # 5 @ 1 2 " ( T ) x 1 1 ' 0" # 5 @ 1 2 " ( T ) # 5 @ 1 2 " ( T ) # 5 @ 1 2 " ( T ) x 1 1 ' 0" #5 @ 8"(T) x 11'-0" #5 @ 12"(T) #5 @ 12"(T) # 5 @ 1 2 " ( B ) # 5 @ 1 2 " ( B ) # 5 @ 1 2 " ( B ) #5 @ 12"(B) #5 @ 12"(B) # 5 @ 1 2 " ( B ) #5 @ 12"(T) #5 @ 8"(T) x 10'-0" #5 @ 8"(B) x 10'-0" SASA S1 S1 S4 S4 S5 S5 S6 S6 SJ SJ S8 S8 S10 S12 S12 S11 S7 S7 S9 SN SM SBSB SC SD SF SG SK SL SR SS ST SW SV SU SX SQ SO S2 SH SE S3 17' - 0" 17' - 0" 17' - 0" 17' - 0" 18' - 7 1/2"6' - 6 3/4" 18' - 7 1/2" 25' - 4" 15' - 9" 18' - 8" 18' - 8" 18' - 8" 14' - 5 1/2" 24' - 5 1/2"35' - 7 1/2"21' - 5 1/2"33' - 3 3/4"10' - 9"14' - 0 1/4"2' - 0" 1 8 ' 7 1 / 2 " 2 0 ' 1 1 1 / 4" 1 6 ' 5 1 / 4 " 1 8 ' 7 1 / 2 " 2 1 ' 6 " 19' - 1 1/2" 24' - 0" 5' - 0 3/4" 2' - 8" S13 S13 1 3 ' 6 1 / 4 " 5 ' 1 1 " 22' - 8 3/4"24' - 5 1/2"35' - 7 1/2"21' - 5 1/2"33' - 3 3/4"26' - 9 1/4" SB1 SK1 #4 @ 12"(B) #4 @ 12"(B) 4' - 3" 4' - 2" 4' - 0" 4' - 0" 2' - 3" 2' - 8" 3' - 2"4' - 8" 7' - 10"7' - 10" 4' - 10"2' - 0" 1' - 10" 2' - 0"1' - 4" 1' - 4" 5' - 2" 7' - 10" 6' - 10" 4' - 3" 3' - 8" 4' - 3" 6' - 4" 4' - 3" 6' - 4" 4' - 5" 5' - 2" 2' - 6" 4' - 0" 4' - 0" 5' - 0" 5' - 0" 4' - 0" 1' - 0" 2' - 6" #4 @ 12"(B) #5 @ 16"(B) 4 ' 0 " 3 ' 6" 6' - 0" 6' - 0" 6' - 4"6' - 8" 3' - 6" 4 ' 0" 4 ' 4" 5 ' 2 " 4 ' 0" 4 ' 0 " 5 ' 2 " 4 ' 4" 5' - 8" 4 S201 4' - 10" 4' - 4"4' - 2" 4' - 4" 4' - 3" 3' - 6" 4" SLAB ON GRADE OVER #2 CRUSHED STONE, REINFORCED WITH W.W.M. 6X6, W2.0 X W2.0 4" SLAB ON GRADE OVER #2 CRUSHED STONE, REINFORCED WITH W.W.M. 6X6, W2.0 X W2.0 6' - 6" 4" SLAB ON GRADE OVER #2 CRUSHED STONE, REINFORCED WITH W.W.M. 6X6, W2.0 X W2.0 14' - 4 3/4"5' - 10 3/4"10' - 9 1/4" 13' - 7 3/4"5' - 0"11' - 8" 6' - 8 7/8"3' - 4 57/256"4' - 7 231/256" 7' - 11"1' - 8"6' - 9 1/2" 6' - 2 75/1284"' - 2 53/128"5' - 11 1/2"5' - 6 1/16" 1' - 11 13/16"8' - 0 1/8" 5' - 10"3' - 4 3/4"5' - 6 1/4" 3' - 1 5/84"' - 5 1/2"2' - 6 101/128"4' - 4 191/256" 1' - 9 215/256" 8' - 5 7/8"1' - 10 57/256" 4' - 4 231/256" 13' - 7 3/4"4' - 4"12' - 4" 7' - 9 7/8"3' - 0 57/256"4' - 7 231/256" 2' - 3 23/64" 2' - 7 49/64" 3' - 4 13/11'6 -" 8"5' - 6 1/16" 2' - 11"2' - 11"10' - 2 5/8" 4' - 0" 3' - 3" 5' - 10"9' - 1 1/2"8' - 9 3/4" 13' - 7 3/4"4' - 4" 12' - 4" 13' - 7 3/4"5' - 6"11' - 2"5' - 10"9' - 9 1/2"8' - 1 3/4" 6' - 6 7/8"1' - 1 57/256"5' - 1 231/256" 5' - 9 7/8"2' - 6 57/256"4' - 5 231/256" 8' - 0 3/8"1' - 7 57/256"4' - 7 231/256" 10' - 11 189/256"5' - 6 3/256" 2' - 10"11' - 5" 24' - 9 1/2"5' - 6 1/4" 5' - 10"8' - 1 1/2"7' - 9 3/4" 7' - 7 115/128" 6' - 3 77/128" 6' - 3 1/8"6' - 6 7/8" 7' - 11"9' - 5 7/8" 7' - 8 3/8"1' - 7 57/256"4' - 7 231/256" 5' - 10 3/4"8' - 7 1/2"7' - 3" 1' - 5 99/128" 2' - 11 37/64"4' - 9 231/256" 6' - 8 13/1228' -" 7 19/128" 2' - 5 3/4" 9 1/8" 7' - 7 1/8"8' - 5 5/8" 3' - 4 7/8"7' - 7 1/4" 6' - 6"6' - 11 175/256" 2' - 2 437' -/ 205 861"/256"11' - 4 1/4" 2' - 7 1/2" 2' - 8 51/64"4' - 7 45/64" 8' - 1 1/2" 2' - 7 1/2" 16' - 4 1/2" 3' - 6 41/64" 5 ' 2" 12' - 6 7/8"2' - 10 101/256"7' - 7 187/256" 5 ' 1 0 1 / 2 " 2 ' 8 4 3 / 2 5 6" 5 ' 7 1 4 9 / 256 " 7 ' 2 1 2 5 / 1 2 8 " 6 ' 1 1 3 5 / 12 8 " 14' - 2"13' - 7 83/128" 11' - 7 7/8" 11 7/8" 4' - 1 203/256"3' - 9 185/256"5' - 0 75/256" 9 ' 5 2 3 / 3 2" 2 ' 1 2 3 / 2 56" 7 ' 1 0 1 1 3 / 2 56 " #5 @ 12"(B) 5 ' 1 0 6 9 / 128 " 2 ' 2 1 2 3 / 1 2 8 " 8 ' 3 " 8 ' 1 0 2 1 1/ 2 5 6 " 7 ' 5 17 3 / 2 56 " 3 ' 5 51 / 1 2 8" 9 ' 8 10 9 / 1 2 8 " 6" REINFORCED CONCRETE SLAB 6" REINFORCED CONCRETE SLAB FFE 389.5 FFE 389.5 FFE 389.5 FFE 389.5 FFE 389.5 ASPHALT PARKING ELEVATOR PIT - SEE FOUNDATION PLAN 10" CMU WALLS - REFER TO ARCHITECTURAL DRAWINGS 10" CMU WALLS - REFER TO ARCHITECTURAL DRAWINGS 10" CMU WALL - REFER TO ARCHITECTURAL DRAWINGS 8" CMU WALLS - REFER TO ARCHITECTURAL DRAWINGS 10" CMU WALLS - REFER TO ARCHITECTURAL DRAWINGS 10" CMU WALLS - REFER TO ARCHITECTURAL DRAWINGS 10" CMU WALLS - REFER TO ARCHITECTURAL DRAWINGS 10" CMU WALLS - REFER TO ARCHITECTURAL DRAWINGS 10" CMU WALLS - REFER TO ARCHITECTURAL DRAWINGS 3' - 4 3/4" 13' - 0" 1' - 10 1/2" 8' - 11 3/8" 9' - 0 1/4" 1 S201 5 S201 2 S201 2' - 2 437' -/ 205 861"/256"11' - 4 1/4" 3' - 3 3/4" 12 S202 13 S202 3 S201 1 1 1 1 1 7' - 10" 7' - 10" 7' - 10" 7' - 10" 1 1 11 1 1 1 1 1 1 1 1 1 4' - 4" 1 1 1 1 1 1 14 S202 14 S202 14 S202 1 1 1 5 S201 Sim 5 S201 Sim 4 S201 Sim 1 1 1 5 S201 Sim 1 1 S201 Sim 1 1 S201 Sim 1 1 S201 Sim 1 S201 Sim 1 1 S201 Sim 1 2 S201 TYP 5 S201 Sim 1 CL P C 1P CL -PL4 P CL -PL3 P CL P C 1P CL P C 2P CL P C 2P CL P C 2P CL P C 1P CL P C 2P CL P C 2P CL P C 2P CL -PL3 P CL-PL2P CL -PL2 P CL -PL2 P CL -PL2 P CLPL1 CL -PL2 P CL -PL2 P CL -PL4 P CL -PL3 P CL -PL3 P CL -PL2 P CL -PL4 P CL -PL2 P CL -PL3 P CL-PL3P CL-PL2P CL -PL2 P CL -PL2 P CL-PL3 CL-PL2 CLPL2 CLPL2 CLPL3 CLPL2 CLPL2 CLPL2 CLPL2 CLPL2 CL-PL2 CL-PL2 CLPL3 CL-PL2 CLPL2 CLPL2 CL-PL2 CLPL2 CLPL2 CL P C 1P CL P C 2P CL-PR1 CL-PR1 CL-PR2 CL-PR2 CL-PR1 CL-PR2 CL-PR2 CL-PR1 CL-PR3 CL-PR3 CL-PR3 CLPL2 CL-PC3 CL -PC3 CL -PC3 CL -PC3 CL -PC3 CL-PC3 CL -PC3 CL -PC3 5 " 5 " 5 " 5 " 5 " 5" 5 " 5" CL-PL2 15 S201 TYPICAL REVISIONS, THIS SHEET (NOT CLOUDED): 1. FIRST FLOOR COLUMNS REVISED TO PRECAST CONCRETE AND CMU PILASTERS AS SHOWN IN STRUCTURAL COLUMN SCHEDULE. 2. 8" CMU WALLS AT PERIMETER REVISED TO 10" CMU SHEAR WALLS. NEW 10" CMU SHEAR WALLS ADDED AT BUILDING PERIMETER AND AT INTERIOR. 3. GRID LINE S4 SHIFTED NORTH. 4. GRID LINE SW SHIFTED EAST 5. PERIMETER GRID LINES SHIFTED TO ALIGN NEW CMU PILASTERS WITH EXTERIOR FACE OF CMU WALL. 6. SLAB REINFORCING REVISED BETWEEN GRIDLINES S5 AND S2. 2 ELEVATOR PIT - SEE FOUNDATION PLAN 5" 5" EQEQ 5 " 5" 5" 5" 5" 9 S201 384.5 7' - 10" 7' - 10" 7' - 10" MH-3 2 8' - 7 1/8" 8' - 4 7/8" 8' - 4" 11" 1' - 3" 9' - 7 7/8" 10" 10" 10" 1' - 11 7/8" 8' - 6" 6' - 6 1/8" 3 3 3 PRECAST COLUMN OR CMU PILASTER ABOVE MASONRY WALL ABOVE CONCRETE GRADE BEAM BELOW RE-BAR (TOP) - SIZE / SPACING / LENGTH RE-BAR (BOTTOM) - SIZE / SPACING / LENGTH VERT. REINF. STIRRUPS 8 BARS 2" PILE CAP/GRADE BEAM REINF. NOT SHOWN VERT. REINF. PROVIDE STANDARD HOOK AT BOTTOM. TIE HOOK TO PILE CAP OR GRADE BEAM BOTTOM BARS. 2" ELEV. = 389'-0" 110 South Albany Street Ithaca, New York 14850 607.277.1118 www.taitem.com The Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal. This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional. CONSULTANTS DRAWN BY: COPYRIGHT: © 2019 VECINO DESIGN PROJECT NUMBER: DATE: 2/3/2020 8:34:44 AMP:\Design\R-Z\Vecino Ithaca Arthaus - 18738\3. Drawings\Structural\2019.10.15 REVIT and PDF_ADD #4\Arthaus_Struc_11.6.1_Addendum_4.rvt FIRST FLOOR SLAB PLAN S101.1 18260 DM Ithaca Arthaus 130 CHERRY STREET, ITHACA TOMPKINS COUNTY, NEW YORK 06/10/2019 1/8" = 1'-0" 1 FIRST FLOOR SLAB PLAN FIRST FLOOR SLAB PLAN LEGENDSTRUCTURAL COLUMN SCHEDULE TYPE MARKWIDTHLENGTHVERTICAL REINFORCEMENT TOP AND BOTTOM STIRRUPSMIDDLE STIRRUPSCOMMENTS CL-PC1P1' - 4"1' - 4"PRECASTPRECASTPRECASTPRECAST AT PARKING CL-PC2P1' - 4"1' - 8"PRECASTPRECASTPRECASTPRECAST AT PARKING CL-PC31' - 4"1' - 8"PRECASTPRECASTPRECASTPRECAST AT HABITABLE SPACE CL-PL12' - 0"2' - 0"(8) #6#3 @ 12" O.C.#3 @ 12" O.C.CMU PILASTER AT HABITABLE SPACE CL-PL21' - 4"1' - 4"(4) #6#3 @ 12" O.C.#3 @ 12" O.C.CMU PILASTER AT HABITABLE SPACE CL-PL2P1' - 4"1' - 4"(4) #6#3 @ 12" O.C.#3 @ 12" O.C.CMU PILASTER AT PARKING CL-PL31' - 4"1' - 4"(10) #6#3 @ 12" O.C.#3 @ 12" O.C.CMU PILASTER AT HABITABLE SPACE CL-PL3P1' - 4"1' - 4"(10) #6#3 @ 12" O.C.#3 @ 12" O.C.CMU PILASTER AT PARKING CL-PL4P1' - 4"1' - 4"(14) #6#3 @ 12" O.C.#3 @ 12" O.C.CMU PILASTER AT PARKING CL-PR11' - 4"1' - 4"(8) #7#4 @ 8" O.C.#4 @ 12" O.C.POURED PIER FOR PRECAST COL, 1'-6" HIGH CL-PR21' - 4"1' - 8"(8) #7#4 @ 8" O.C.#4 @ 8" O.C.POURED PIER FOR PRECAST COL, 1-6" HIGH CL-PR31' - 4"1' - 8"(8) #7#4 @ 8" O.C.#4 @ 8" O.C.POURED PIER FOR PRECAST COL, 2'-0" HIGH 3/4" = 1'-0" 3 SQUARE COLUMN REINFORCING DETAILS 2 2 REV.DESCRIPTIONDATE 1ADDENDUM #207/15/2019 2ADDENDUM #410/15/2019 3SI #102/07/2020 N.T.S. 2 TYPICAL COLUMN PIER REINFORCING DIAGRAM2 1. ALL MASONRY WALLS SHOWN ON THIS PLAN ARE SHEAR WALLS. 2. WHERE SLAB IS POURED AROUND PRE-CAST CONCRETE COLUMN, PFOVIDE (2) #5 X 5'-0" LONG DIAGONAL BARS AT ALL FOUR CORNERS OF COLUMN. S101.1 GENERAL NOTES 3 2 RFI 69 - Missing CMU Dimensions RFI 69 RFI #66 - Rebar Field Changes RFI 66 Anchor Bolts at SE/S5: See Sketch RFI 67 RFI 70 - Concrete Fix for Pilasters: CL S6 See Sketch RFI 70 RFI 48 - Precast Column Detail RFI 48 CMU Door & Window Opening RFI 55 RFI 65 Layout Clarification RFI 65 RFI 34 RFI #33 - Pilaster Reinforcing Revisions RFI 33 RFI 25 - CMU Finish Clarification RFI 25 RFI 24 RFI 24 MASONRY WALL BELOW PRECAST CONCRETE BEAM BELOW PRECAST CONCRETE COLUMN OR CMU PILASTER BELOW SASA S1 S1 S4 S4 S5 S5 S6 S6 SJ SJ S8 S8 S10 S12 S11 S7 S7 S9 SN SM SBSB SC SD SF SG SK SL SR SS ST SW SV SU SX SQ SO S2 SH SE S3 S13 12" DEEP CONCRETE PLANK W/ 3" TOPPING SLAB 12" DEEP CONCRETE PLANK W/ 3" TOPPING SLAB 1 2 " D E E P C O N C R E T E P L A N K W / 3 " T O P P I N G S L A B CB1 CB1 CB1 CB1 CB1 CB1 CB1 CB1 CB1 ELEV 1 STAIR 3 STAIR 2 STAIR 1 17' - 0" 17' - 0" 17' - 0" 17' - 0" 18' - 7 1/2"6' - 6 3/4" 18' - 7 1/2" 25' - 4" 15' - 9" 18' - 8" 18' - 8" 18' - 8" 14' - 5 1/2" 24' - 5 1/2"35' - 7 1/2"21' - 5 1/2"33' - 3 3/4"10' - 9"14' - 0 1/4"2' - 0" 1 8 ' 7 1 / 2 " 2 0 ' 1 1 1 / 4 " 1 6 ' 5 1 / 4 " 1 8 ' 7 1 / 2 " 2 1 ' 6 " 19' - 1 1/2" 24' - 0" 5' - 0 3/4" 2' - 8" 26' - 2 3/4" 24' - 9 1/4" 35' - 7 1/2" 22' - 8 3/4"24' - 5 1/2"35' - 7 1/2"21' - 5 1/2"33' - 3 3/4"26' - 9 1/4" 12" DEEP CONCRETE PLANK W/ 3" TOPPING SLAB CB1 CB1 CB1 CB1 CB1 SB1 4' - 11 1/2" CB1 SK1 5' - 0" 3 S203 2 S203 1 S203 10 S203 CB1 CB1 CB1 1' - 6 3/4" 12" DEEP CONCRETE PLANK W/ 2" TOPPING SLAB 12" DEEP CONCRETE PLANK W/ 3" TOPPING SLAB 12" DEEP CONCRETE PLANK W/ 3" TOPPING SLAB 2 ' 0 " 22' - 3 3/4" CB1CB1CB1 CB1 CB1 CB1 CB1CB1 CB1 CB1 C B 1 CB1 CB1CB1 CB1 CB1 CB1 TYP 1 S203 Sim 2 S203 Sim 1 S203 Sim 1 S203 Sim 3' - 3 3/4" 9' - 11 1/4" 18' - 6 3/16" (+/-) 20' - 1 5/8" (+/-) 9' - 11 1/4" 1 S203 Sim 1 S203 Sim 1 S203 Sim 1 1 1 1 1 S203 Sim 1 1 S203 Sim1 1 S203 Sim 1 3 S203 Sim 3 S203 Sim 3 S203 Sim 1 3 S203 Sim 3 S203 Sim 1 3 S203 Sim 3 S203 Sim 3 S203 Sim 1 3 S203 Sim 3 S203 Sim 3 S203 Sim 1 10 S203 Sim 2 S203 Sim 2 S203 Sim 2 S203 Sim 1 1 1 2 S203 Sim 1 MECHANICAL SHAFT COORDINATE LOCATION WITH ARCHITECTURAL DRAWINGS 1 PLUMBING RISER PENETRATION, TYPICAL 1 1 1 CB1 CB1 CB1 CB1 CB1 CB1 CB1 CB1CB1 CB1 CB1 CB1CB1 CB1CB1 CB1CB1 CB1 CB1 CB1 CB1 CB1 CB1 CB1 CB1 CL P C 1P CL -PL4 P CL -PL3 P CL P C 1P CL P C 2P CL P C 2P CL P C 2P CL P C 1P CL P C 2P CL P C 2P CL P C 2P CL -PL3 P CL -PL2 P CL -PL2 P CL -PL2 P CLPL1 CL -PL2 P CL -PL2 P CL -PL4 P CL -PL3 P CL -PL3 P CL -PL2 P CL -PL4 P CL -PL2 P CL -PL3 P CL-PL3P CL -PL2 P CL -PL2 P CL-PL3 CL-PL2 CLPL2 CLPL2 CLPL3 CLPL2 CLPL2 CLPL2 CLPL2 CLPL2 CL-PL2 CL-PL2 CLPL3 CL-PL2 CLPL2 CLPL2 CL-PL2 CLPL2 CLPL2 CL P C 1P CL P C 2P CLPL2 CL -PC3 CL -PC3 CL -PC3 CL -PC3 CL -PC3 CL -PC3 CL -PC3 CL -PC3 CL -PL2 P CL -PL2 P TYPICAL REVISIONS, THIS SHEET (NOT CLOUDED): 1. PLANK BEAMS REVISED TO PRECAST BEAMS AS SHOWN IN BEAM SCHEDULE. SEE PLAN FOR REVISED LOCATION, SIZE AND NUMBER OF PLANK BEAMS. 2. COLUMNS BELOW PLANK REVISED TO PRECAST CONCRETE AND CMU PILASTERS AS SHOWN IN STRUCTURAL COLUMN SCHEDULE. 3. 2ND FLOOR 2X12 SLEEPERS HAVE BEEN DELETED. 4. GRID LINE S4 SHIFTED NORTH. 5. GRID LINE SW SHIFTED EAST 6. PERIMETER GRID LINES SHIFTED TO ALIGN NEW CMU PILASTERS WITH EXTERIOR FACE OF CMU WALL. 2 5 " 5" ELEV 2 2 MH-3MH-3 MH -2 MH-1 MH-1 MH-1 MH-1 MH-1 MH-4 MH-1 MH-1 MH-1 MH-1 MH-4 REFER TO 9/S203 MH-4 MH-4 17' - 11 3/4" MH-1 MH-4 MH-1 MH-1 MH -1 MH -1 MH -1 MH -1 MH-1 MH-1 MH-1 MH-1 MH-1 MH-1 MH-1 MH-1 MH-1 MH-4 MH-4 MH-4 MH-4 MH-1 1. ALL CMU MASONRY HEADERS TO BE TYPE MH-1 EXCEPT WHERE NOTED 2. USE STANDARD "U" LINTEL BLOCK FOR ALL BOND BEAMS AND LINTELS 3. ALL CMU WALLS AT FIRST FLOOR ARE SHEER WALLS. SEE MASONRY DETAILS SHEET S202 FOR REINFORCING 110 South Albany Street Ithaca, New York 14850 607.277.1118 www.taitem.com The Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal. This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional. CONSULTANTS DRAWN BY: COPYRIGHT: © 2019 VECINO DESIGN PROJECT NUMBER: DATE: 10/15/2019 11:36:09 AMP:\Design\R-Z\Vecino Ithaca Arthaus - 18738\3. Drawings\Structural\2019.10.15 REVIT and PDF_ADD #4\Arthaus_Struc_11.6.1_Addendum_4.rv t SECOND FLOOR PLAN S102 18260 DM Ithaca Arthaus 130 CHERRY STREET, ITHACA TOMPKINS COUNTY, NEW YORK 06/10/2019 SECOND FLOOR PLAN LEGEND CONCRETE BEAM SCHEDULE TYPE MARKWIDTHHEIGHTTOP REINFORCEMENT BOTTOM REINFORCEMENT END STIRRUPS (1/4 OF SPAN) MIDDLE STIRRUPS (Throughout where end stirrups are not specified) LONGITUDINAL REINFORCEMENT CB12' - 4"2' - 0"PRECASTPRECASTPRECASTPRECA STPRECAST S102 GENERAL NOTES 1.ALL EXTERIOR WALLS, CORRIDOR WALLS, AND SHEAR WALLS SHALL BEAR DIRECTLY ON PLANK. 2.ALL NON-LOAD BEARING AND INTERIOR PARTITIONS BEAR DIRECTLY ON PLANK. 3.FOR BEARING WALL AND SHEAR WALL SILL PLATE ANCHORAGE, SEE "WALL SILL PLATE ANCHORAGE TO PLANK" ON SHEAR WALL KEY PLAN, SHEET S107 4.ALL PRE-CAST CONCRETE IS DELEGATED DESIGN. PRE-CAST MANUFACTURER TO PROVIDE ENGINEER STAMPED DRAWINGS AND CALCULATIONS FOR ALL COLUMNS, BEAMS, AND PLANK. REFER TO PRE-CAST DRAWINGS FOR FINAL COORDINATION AND CONSTRUCTION. 2 1/8" = 1'-0" 1 SECOND FLOOR PLAN STRUCTURAL COLUMN SCHEDULE TYPE MARKWIDTHLENGTHVERTICAL REINFORCEMENT TOP AND BOTTOM STIRRUPSMIDDLE STIRRUPSCOMMENTS CL-PC1P1' - 4"1' - 4"PRECASTPRECASTPRECASTPRECAST AT PARKING CL-PC2P1' - 4"1' - 8"PRECASTPRECASTPRECASTPRECAST AT PARKING CL-PC31' - 4"1' - 8"PRECASTPRECASTPRECASTPRECAST AT HABITABLE SPACE CL-PL12' - 0"2' - 0"(8) #6#3 @ 12" O.C.#3 @ 12" O.C.CMU PILASTER AT HABITABLE SPACE CL-PL21' - 4"1' - 4"(4) #6#3 @ 12" O.C.#3 @ 12" O.C.CMU PILASTER AT HABITABLE SPACE CL-PL2P1' - 4"1' - 4"(4) #6#3 @ 12" O.C.#3 @ 12" O.C.CMU PILASTER AT PARKING CL-PL31' - 4"1' - 4"(10) #6#3 @ 12" O.C.#3 @ 12" O.C.CMU PILASTER AT HABITABLE SPACE CL-PL3P1' - 4"1' - 4"(10) #6#3 @ 12" O.C.#3 @ 12" O.C.CMU PILASTER AT PARKING CL-PL4P1' - 4"1' - 4"(14) #6#3 @ 12" O.C.#3 @ 12" O.C.CMU PILASTER AT PARKING CL-PR11' - 4"1' - 4"(8) #7#4 @ 8" O.C.#4 @ 12" O.C.POURED PIER FOR PRECAST COL, 1'-6" HIGH CL-PR21' - 4"1' - 8"(8) #7#4 @ 8" O.C.#4 @ 8" O.C.POURED PIER FOR PRECAST COL, 1-6" HIGH 2 2 REV.DESCRIPTIONDATE 1ADDENDUM #207/15/2019 2ADDENDUM #410/15/2019 2 MASONRY HEADER SCHEDULE Key Name MINIMUM HEIGHT TOP AND BOTTOM REINFORCEMENTSTIRRUPS MH-128"(2) #5 MH-236"(4) #6 MH-338"(6) #6#3 @ 14" O.C. MH-424"(2) #5 RFI 48 - Precast Column Detail RFI 48 Precast Mechanical Shaft Opening RFI 49 CMU Pilaster Resizing: RFI 40 RFI 40 Follow-Up RFI 44 CMU Header ClarificationRFI 38 SASA S1 S4 S5 S6 SJ SJ S8 S10 S12 S11 S7 S9 SN SM SBSB SC SD SF SG SK SL SR SS ST SW SV SU SX SQ SO S2 SH SE S3 COLUMN B ELOW , TYP. 17' - 0" 17' - 0" 17' - 0" 17' - 0" 18' - 7 1/2"6' - 6 3/4" 2' - 0" 18' - 7 1/2" 25' - 4" 15' - 9" 18' - 8" 18' - 8" 18' - 8" 14' - 5 1/2" 22' - 8 3/4"24' - 5 1/2"35' - 7 1/2"21' - 5 1/2"33' - 3 3/4"10' - 9"14' - 0 1/4"2' - 0" 1 8 ' 7 1 / 2 " 2 0 ' 1 1 1 / 4 " 1 6 ' 5 1 / 4 " 1 8 ' 7 1 / 2 " 2 1 ' 6 " 19' - 1 1/2" 24' - 0" 5' - 0 3/4" 2' - 8" 33' - 3 3/4"24' - 9 1/4" 1615 17 18 19 20 21 22 B A Z AA BB CC DDX W V C D E F Y H J K L U R S T G 1 2 3 4 5 6 8 7 12 11 10 14 9 M N P Q 13 S13 3,744 lbs/lin ft 2,052 lbs/lin ft 5,403 lbs./lin. ft. 4,834 lbs./lin. ft. 2,531 lbs./lin. ft. 2,060 lbs./lin. ft. 2,060 lbs./lin. ft. 2,060 lbs./lin. ft. 3,806 lbs./lin. ft. 920 lbs./lin. ft. 920 lbs./lin. ft. 2,184 lbs./lin. ft. 2,780 lbs./lin. ft. 920 lbs./lin. ft. 920 lbs./lin. ft. 920 lbs./lin. ft. 920 lbs./lin. ft. 920 lbs./lin. ft. 920 lbs./lin. ft. 1,144 lbs./lin. ft. 1,144 lbs./lin. ft. 9 2 0 l b s . / l i n . f t . 2 , 3 4 2 l b s . / l i n . f t . 2,716 lbs./lin. ft. 9 2 0 l b s . / l i n . f t . 9 2 0 l b s . / l i n . f t . 9 2 0 l b s . / l i n . f t . 9 2 0 l b s . / l i n . f t . 2,636 lbs./lin. ft. 740 lbs./lin. ft.4,012 lbs./lin. ft. 3,744 lbs./lin. ft. 740 lbs./lin . ft. 740 lbs./lin. ft. 4,012 lbs./lin. ft. 4,012 lbs./lin. ft. 5,102 lbs./lin. ft. 5,102 lbs./lin. ft. 5,102 lbs./lin. ft. 5,102 lbs./lin. ft. 3,922 lbs./lin. ft. 4,012 lbs./lin. ft. 4,012 lbs./lin. ft.3,744 lbs./lin. ft. 5,102 lbs./lin. ft. 5,102 lbs./lin. ft. 5,338 lbs./lin. ft. 2,780 lbs./lin. ft. 3,744 lbs./lin. ft. 4,012 lbs./lin. ft. 3,744 lbs./lin. ft. 4,790 lbs./lin. ft. 2,794 lbs./lin. ft. 920 lbs./lin. ft. 920 lbs./lin. ft. SB1 SK1 ELEV STAIR 3 STAIR 2 STAIR 1 8.12K 8.12K 8.12K 8.12K 8.12K 8.12K 8.12K 8.12K 8.12K 8.12K 8.12K 8.12K 6.72K 6.72K 25.0K 16. 41K 9.75K 9.75K 8.64K 8.64K SEISMIC T =6.3K C = 15 .5K SEISMIC T =6.8K C = 33 K SEISMIC T =6.3K C = 15 .5K W I ND T =5K C = 23. 5K SEISMIC T =6.8K C = 26 .4K SEISMIC T =6.8K C = 26 .4K SEISMIC T =8K C = 24 .8K W I ND T =3.3K C = 18. 1K SEISMIC T =8K C = 24 .8K W I ND T =4K C = 16. 8K SEISMIC T =5.15K C = 21 K SEISMIC T =5.15K C = 21 K SEISMIC T =10K C = 28 K W I ND T =3.3K C = 18. 1K W I ND T =3.3K C = 18. 1K W I ND T =3.3K C = 18. 1K W I ND T =3.3K C = 18. 1K W I ND T =3.3K C = 18. 1K W I ND T =3.3K C = 18. 1K W I ND T =3.3K C = 18. 1K 1 2 " D E E P C O N C R E T E P L A N K W / 2 " T O P P I N G S L A B 12" DEEP CONCRETE PLANK W/ 2" TOPPING SLAB 12" DEEP CONCRETE PLANK W/ 2" TOPPING SLAB 12" DEEP CONCRETE PLANK W/ 2" TOPPING SLAB 12" DEEP CONCRETE PLANK W/ 2" TOPPING SLAB 12" DEEP CONCRETE PLANK W/ 2" TOPPING SLAB SEISMIC T =10K C = 28 K W I ND T =3.3K C = 18. 1K W I ND T =3.3K C = 18. 1K W I ND T =5.8K C = 18. 2K W I ND T =5.8K C = 18. 2K SEISMIC T =8.6K C = 29 K SEISMIC T =8.6K C = 29 K 15. 52K W I ND T =4K C = 16. 8K 8.64K 8.64K 8.64K 8.64K 8.64K 8.64K 8.64K 8.64K 8.64K 8.64K 5K W I ND T =4K C = 16. 8K 15. 52K SEISMIC T =8K C = 30 K COLUMN B ELOW , TYP. W I ND T =6.15K C = 23. 8K W I ND T =6.15K C = 23. 8K W I ND T =6.15K C = 23. 8K W I ND T =6.15K C = 23. 8K W I ND T =6.15K C = 23. 8K W I ND T =6.15K C = 23. 8K W I ND T =6.15K C = 23. 8K W I ND T =6.15K C = 23. 8K 8.12K 8.12K 8.12K 8.12K 8.12K 8.12K 8.12K 8.12K 8.12K 8.12K 8.12K 8.12K 8.12K 8.12K 4.91K 4.91K W I ND T =4K C = 16. 8K W I ND T =6.7K C = 27. 6K SEISMIC T =8K C = 27 K 15. 78K 4.91K 4.91K 2.71K 2.71K W I ND T =7.2K C = 29. 5K W I ND T =7.2K C = 29. 5K SEISMIC T =8K C = 30 K SEISMIC T =9K C = 39 K SEISMIC T =9K C = 39 K W I ND T =5.4K C = 24. 1K W I ND T =5.4K C = 24. 1K SEISMIC T =6K C = 37 .2K SEISMIC T =6K C = 37 .2K SEISMIC T =5K C = 18 .2K SEISMIC T =5K C = 18 .2K SEISMIC T =6K C = 28 .5K SEISMIC T =6K C = 28 .5K SEISMIC T =5.3K C = 18 .1K SEISMIC T =5.3K C = 18 .1K SEISMIC T =6.8K C = 33 K SEISMIC T =8K C = 22 .5K SEISMIC T =8K C = 22 .5K SEISMIC T =7.5K C = 40 K 5K 9.32K ? W I ND T =2.4K C = 15. 4K W I ND T =6.7K C = 27. 6K SEISMIC T =7.5K C = 40 K 8.12K 8.12K 8.12K 8.12K 8.12K 8.12K 8.12K 8.12K 8.12K 8.12K 8.12K 8.12K 8.12K 8.12K W I ND T =11.94K C=22.6 K W I ND T =11.94K C=22.6 K W I ND T =11.94K C=22.6 K W I ND T =11.94K C=22.6 K W I ND T =11.94K C=22.6 K W I ND T =11.94K C=22.6 K W I ND T =11.94K C=22.6 K W I ND T =11.94K C=22.6 K SEISMIC T =6.3K C = 15 .2K SEISMIC T =6.3K C = 15 .2K W I ND T =2.4K C = 15. 4K 22. 26K ? 14. 12K 23.8K 13. 36K 17. 24K 23.8K 15.8K 2.71K 2.71K 15. 32K 15. 32K 7.68K 18. 43K 7.68K 3' - 3 3/4" 2 2 2 TYPICAL REVISIONS, THIS SHEET (NOT CLOUDED): 1. PLANK BEAMS REVISED TO PRECAST BEAMS AS SHOWN IN BEAM SCHEDULE. SEE PLAN FOR REVISED LOCATION, SIZE AND NUMBER OF PLANK BEAMS. 2. COLUMNS BELOW PLANK REVISED TO PRECAST CONCRETE AND CMU PILASTERS AS SHOWN IN STRUCTURAL COLUMN SCHEDULE. 3. 2ND FLOOR 2X12 SLEEPERS HAVE BEEN DELETED. 4. GRID LINE S4 SHIFTED NORTH. 5. GRID LINE SW SHIFTED EAST 6. PERIMETER GRID LINES SHIFTED TO ALIGN NEW CMU PILASTERS WITH EXTERIOR FACE OF CMU WALL. 2 LOAD BEARING WALL ABOVE SHEAR WALL ABOVE PRECAST CONCRETE BEAM BELOW PRECAST CONCRETE COLUMN OR CMU PILASTER BELOW 110 South Albany Street Ithaca, New York 14850 607.277.1118 www.taitem.com The Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal. This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional. CONSULTANTS DRAWN BY: COPYRIGHT: © 2019 VECINO DESIGN PROJECT NUMBER: DATE: 10/15/2019 11:36:29 AMP:\Design\R-Z\Vecino Ithaca Arthaus - 18738\3. Drawings\Structural\2019.10.15 REVIT and PDF_ADD #4\Arthaus_Struc_11.6.1_Addendum_4.rvt SECOND FLOOR PLANK LOADING PLAN S102.1 18260 DM Ithaca Arthaus 130 CHERRY STREET, ITHACA TOMPKINS COUNTY, NEW YORK 06/10/2019 1/8" = 1'-0" 1 SECOND FLOOR CONC. PLANK LOADING PLAN CONCRETE PLANK LOADING PLAN LEGENDS102.1 GENERAL NOTES 1.PLAN IS FOR REFERENCE FOR PLANK DESIGN. FOR PLANK ORIENTATION REFER TO S102 2.T = TENSION DUE TO WIND OR SEISMIC C = COMPRESSION DUE TO WIND OR SEISMIC LOAD TOTALS SHOWN REPRESENT 53% LL/SL PLUS 47% DL ALL LOADS SHOWN ARE IN ALLOWABLE STRESS DESIGN 3.ADDITIONAL TENSION AND COMPRESSION LOADS OCCUR ON TOP OF CONCRETE BEAMS AND ARE NOT SHOWN, BUT ARE OF SIMILAR MAGNITUDE AS ONES SHOWN. 4.IN ADDITION TO THE LINE AND POINT LOADS SHOWN, THERE WILL BE UNIFORM DISTRIBUTED LOADS ON THE PLANKS OF: A) AT CORRIDORS; 80 PSF LIVE LOAD AND 25 PSF DEAD LOAD B) AT APARTMENT UNITS; 40 PSF LIVE LOAD AND 25 PSF DEAD LOAD 5.REFER TO S102 FOR PLANK OPENINGS AND PENETRATIONS. 6.A CAD DRAWING OF PLANK LOADING PLAN IS AVAILABLE IF REQ'D. 1 2 REV.DESCRIPTIONDATE 1ADDENDUM #207/15/2019 2ADDENDUM #410/15/2019 1615 17 18 19 20 21 22 B A Z AA BB CC DDX W V C D E F Y H J K L U R S T G G 1 2 3 4 5 6 8 7 12 11 10 14 9 M N P Q 13 1 3/4x24 LVL LEDGER 1 3/4x24 LVL LEDGER 1 3/4x24 LVL LEDGER 2x12 RIM 2x12 RIM 2x12 RIM 2x12 RIM 2x12 RIM 2x12 RIM 2 x 1 2 R I M 2x12 RIM 2x12 RIM 2x12 RIM 2x12 RIM 1 3/4x24 LVL LEDGER 3-H7 3-H8 3-B3 3-H23 3 -H243-H223-H21 3-H27 3 -H26 3-H20 3-H33 3-H34 3-H35 3-H36 3 H 1 7 3-H16 3-H18 3-H143-H133-H113-H103-H9 3-H12 3 -H15 3-H293-H303-H313-H32 3-B1 3-H1 3 -H2 3 -H3 3-H6 3-H373-H38 3-H393-H40 3-B2 3-H5 3 -H4 3-H19 3-H28 3 -H25 3 B 4 3-H41 27' - 1 3/4"6' - 6 1/2"27' - 1 3/4"20' - 8 1/2"27' - 1 3/4"6' - 6 1/2"25' - 1 3/4" 2 ' 0 " 2 5 ' 1 3 / 4 " 6 ' 5 1 / 2 " 2 5 ' 1 3 / 4 " 2 ' 0 " 25' - 6" 16' - 11 1/2" 16' - 11 1/2" 9' - 6 3/4" 25' - 1 3/4" 25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 8 3/4" 25' - 6" 25' - 6" 25' - 6" 16' - 11 1/2" 33' - 5 1/2"16' - 11 1/2" 16' - 11 1/2"16' - 11 1/2"16' - 11 1/2" 16' - 11 1/2"16' - 11 1/2"16' - 11 1/2" 33' - 5 1/2"25' - 6"25' - 6"9' - 8 3/4" STAIR LANDING FRAMING @ 2x81' - 4" @24'' FLR TRUSS 2' - 0" @ 24'' FLR TRUSS2' - 0"@ 24'' FLR TRUSS2' - 0" @ 24'' FLR TRUSS2' - 0" @ 24'' FLR TRUSS2' - 0" @ 24'' FLR TRUSS 2' - 0" @ 24'' FLR TRUSS 2' - 0" @ 24'' FLR TRUSS 2' - 0" @ 24'' FLR TRUSS 2' - 0" @ 24'' FLR TRUSS 2' - 0" @ 24'' FLR TRUSS2' - 0" @ 24'' FLR TRUSS2' - 0" @ 24'' FLR TRUSS2' - 0" @24'' FLR TRUSS 2' - 0" @24'' FLR TRUSS 2' - 0" @ 2x81' - 4" @ 2x81' - 4" @2x8 1' - 4" @ (2) 2x81' - 4" @ 24'' FLR TRUSS2' - 0" SHEARWALL LINE ALIGN FLOOR TRUSS SHEARWALL LINE ALIGN FLOOR TRUSS SHEARWALL LINE ALIGN FLOOR TRUSS SHEARWALL LINE ALIGN FLOOR TRUSS SHEARWALL LINE ALIGN FLOOR TRUSS SHEARWALL LINE ALIGN FLOOR TRUSS SHEARWALL LINE ALIGN FLOOR TRUSS SHEARWALL LINE ALIGN FLOOR TRUSS S H E A R W A L L L I N E A L I G N F L O O R T R U S S S H E A R W A L L L I N E A L I G N F L O O R T R U S S S H E A R W A L L L I N E A L I G N F L O O R T R U S S S H E A R W A L L L I N E A L I G N F L O O R T R U S S 2x12 RIM 2x12 RIM 2x12 RIM 1 3 / 4 x 2 4 L V L L E D G E R 1 3 / 4 x 2 4 L V L L E D G E R 1 3/4x24 LVL LEDGER 1 3/4x24 LVL LEDGER 2x12 RIM 2x12 RIM 2x12 RIM2x12 RIM 2x12 RIM 2x12 RIM 2x12 RIM 2x12 RIM 2x12 RIM 2x12 RIM 2x12 RIM 2x12 RIM 2x12 RIM 2x12 RIM 2x12 RIM 2x12 RIM 2x12 RIM 1 3/4x24 LVL LEDGER 1 3/4x24 LVL LEDGER 1 3/4x24 LVL LEDGER 2x12 RIM 24'' LADDER TRUSS ON SHEAR WALL 24'' LADDER TRUSS ON SHEAR WALL 24'' LADDER TRUSS ON SHEAR WALL 24'' LADDER TRUSS ON SHEAR WALL 24'' LADDER TRUSS ON SHEAR WALL 24'' LADDER TRUSS ON SHEAR WALL 24'' LADDER TRUSS ON SHEAR WALL 24'' LADDER TRUSS ON SHEAR WALL 2 4 ' ' L A D D E R T R U S S O N S H E A R W A L L 24'' LADDER TRUSS ON SHEAR WALL 24'' LADDER TRUSS ON SHEAR WALL 2 4 ' ' L A D D E R T R U S S O N S H E A R W A L L 2 4 ' ' L A D D E R T R U S S O N S H E A R W A L L 2 4 ' ' L A D D E R T R U S S O N S H E A R W A L L 2 4 ' ' L A D D E R T R U S S O N S H E A R W A L L @24'' FLR TRUSS 2' - 0" @ 24'' FLR TRUSS 2' - 0" 2x8 DRAG STRUT BLOCKING 2x12 RIM 2x12 RIM ( 2 ) 2 x 8 D R A G S T R U T B L O C K I N G (3) BAYS OF SOLID BLOCKING, 24" O.C. (3) BAYS OF SOLID BLOCKING, 32" O.C. (3) BAYS OF SOLID BLOCKING, 32" O.C. (4) BAYS OF SOLID BLOCKING, 32" O.C. (5) BAYS OF SOLID BLOCKING, 32" O.C. SHEARWALL LINE ALIGN FLOOR TRUSS @ 24'' FLR TRUSS2' - 0" 3-W13-W13-W1 3-W1 3-W1B 3-W1 3-W1 3-W1 3-W1 3-W1 3-W1 3-W1 3-W1 3-W13-W13-W13-W13-W13-W13-W13-W1 3-W1B3-W1B3-W1B 3-W13-W1 3-W1 3-W1 3-W1 3-W1 3-W13-W13-W13-W1 3-W13-W13-W1 3-W1 3-W1 3-W1 3-W1 3-W1 3-W1 3-W1 3-W1 3-W1B3-W13-W13-W13-W13-W13-W1 3-W1B3-W1B3-W1 3-W1 3-W2 3-W2 3-W2 3-W2 3-W2 3-W2 3-W2B3-W23-W23-W23-W23-W23-W 23-W2 3-W2 3-W1 3-W2 3-W2 3-W23-W23-W2 3-W2B @ 2x81' - 0" ( 2 ) 2 x 8 D R A G S T R U T B L O C K I N G (3) BAYS OF SOLID BLOCKING 16" O.C. 2X8 DRAG STRUT BLOCKING S202 6 16' - 3" S202 6 Sim S202 6 Sim 1 1 9 S203 1 2x8 DRAG STRUT BLOCKING (2) BAYS OF SOLID BLOCKING, 32" O.C. (2) BAYS OF SOLID BLOCKING, 32" O.C., EA. SIDE (4) BAYS OF SOLID BLOCKING, 32" O.C. (3) BAYS OF SOLID BLOCKING, 32" O.C. (2) BAYS OF SOLID BLOCKING, 32" O.C. (3) BAYS OF SOLID BLOCKING, 32" O.C. (3) BAYS OF SOLID BLOCKING, 32" O.C. (3) BAYS OF SOLID BLOCKING, 32" O.C. (3) BAYS OF SOLID BLOCKING, 32" O.C. (3) BAYS OF SOLID BLOCKING, 32" O.C. (3) BAYS OF SOLID BLOCKING, 32" O.C. 24'' LADDER TRUSS ON SHEAR WALL 24'' LADDER TRUSS ON SHEAR WALL 24'' LADDER TRUSS ON SHEAR WALL 2x8 DRAG STRUT BLOCKING 2x8 DRAG STRUT BLOCKING 2x8 DRAG STRUT BLOCKING 2x8 DRAG STRUT BLOCKING 1 3/4x24 LVL LEDGER 2x10 @ 24" O.C. 2x8 @ 16" O.C. S H E A R W A L L L I N E A L I G N F R A M I N G 1 3 / 4 x 2 4 L V L L E D G E R 1 3 / 4 " x 2 4 L V L L E D G E R 17 S203 TYP 18 S203 TYP 13 S203 TYP 13 S203 TYP 14 S203 TYP 14 S203 TYP 2 2 2 2 2 15 S203 TYP 16 S203 TYP 2 2 2 TYPICAL FRAMING PLAN REVISIONS: 1. 24" LADDER TRUSS SUBSTITUTED FOR 1 3/4 X 24" LVL ATOP ALL SHEAR WALLS, TYP. SEE SHEAR WALL KEY PLAN AND DETAILS, SHEETS S107 AND S204 2. DRAG STRUT BLOCKING REDUCED OR ELIMINATED AT ALL CORRIDORS - SEE SHEAR WALL KEY PLAN AND SCHEDULE, SHEET S107 3. 2X12 RIM SUBSTITUTED FOR 1 3/4" X 24" LVL RIM AT ALL NON-MASONRY EXTERIOR WALLS AND INTERIOR CORRIDORS. SEE REFERENCED DETAILS, THIS SHEET. 4. END BAY BLOCKING - REDUCED NUMBER OF BAYS AND LARGER SPACING, TYPICAL. 2 LOAD BEARING WALL BELOW - SEE ARCH. DWGS. FOR WALL TYPE SHEAR WALL BELOW - SEE ARCH. DWGS. FOR WALL TYPE POST BELOW HEADER OR BEAM HANGER 110 South Albany Street Ithaca, New York 14850 607.277.1118 www.taitem.com The Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal. This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional. CONSULTANTS DRAWN BY: COPYRIGHT: © 2019 VECINO DESIGN PROJECT NUMBER: DATE: 10/15/2019 11:36:47 AMP:\Design\R-Z\Vecino Ithaca Arthaus - 18738\3. Drawings\Structural\2019.10.15 REVIT and PDF_ADD #4\Arthaus_Struc_11.6.1_Addendum_4.rvt THIRD FLOOR FRAMING PLAN S103 18260 DM Ithaca Arthaus 130 CHERRY STREET, ITHACA TOMPKINS COUNTY, NEW YORK 06/10/2019 1/8" = 1'-0" 1 THIRD FLOOR FRAMING PLAN THIRD FLOOR - INTERIOR BEARING WALL HEADER SCHEDULE MARKTYPEDescriptionFLUSH / DROPPEDBEARING 3-H1(3) 2x8DOOR HEADERDROPPEDJ-3 3-H2(3) 2x8DOOR HEADERDROPPEDJ-3 3-H3(3) 2x8DOOR HEADERDROPPEDJ-3 3-H4(3) 2x8DOOR HEADERDROPPEDJ-3 3-H5(3) 2x8DOOR HEADERDROPPEDJ-3 3-H6(3) 2x8DOOR HEADERDROPPEDJ-3 3-H724'' TRUSS GIRDERCORRIDOR HEADER FLUSHP-4, HG-11 3-H8(3) 2x8CORRIDOR HEADER FLUSHP-3 3-H9(3) 2x8DOOR HEADERDROPPEDJ-3 3-H10(3) 2x8DOOR HEADERDROPPEDJ-3 3-H11(3) 2x8DOOR HEADERDROPPEDJ-3 3-H12(3) 2x8DOOR HEADERDROPPEDJ-3 3-H13(3) 2x8DOOR HEADERDROPPEDJ-3 3-H14(3) 2x8DOOR HEADERDROPPEDJ-3 3-H15(3) 2x8DOOR HEADERDROPPEDJ-3 3-H16(3) 2x8CORRIDOR HEADER FLUSHP-2 East end, P-3 West end 3-H17(2) 2x8CORRIDOR HEADER FLUSHP-2 North end, P-3 South end 3-H18(3) 2x8DOOR HEADERDROPPEDJ-3 3-H19(3) 2x8DOOR HEADERDROPPEDJ-3 3-H20(2) 2x8CORRIDOR HEADER FLUSHP-3 3-H21(3) 2x8DOOR HEADERDROPPEDJ-3 3-H22(3) 2x8DOOR HEADERDROPPEDJ-3 3-H23(3) 2x8DOOR HEADERDROPPEDJ-3 3-H24(3) 2x8DOOR HEADERDROPPEDJ-3 3-H25(3) 2x8DOOR HEADERDROPPEDJ-3 3-H26(3) 2x8DOOR HEADERDROPPEDJ-3 3-H27(3) 2x8DOOR HEADERDROPPEDJ-3 3-H2824" TRUSS GIRDERCORRIDOR HEADER FLUSHP-4, HG-14 3-H29(3) 2x8DOOR HEADERDROPPEDJ-3 3-H30(3) 2x8DOOR HEADERDROPPEDJ-3 3-H31(3) 2x8DOOR HEADERDROPPEDJ-3 3-H32(3) 2x8DOOR HEADERDROPPEDJ-3 3-H3324'' TRUSS GIRDERCORRIDOR HEADER FLUSHP-6, HG-13 3-H34(3) 2x8DOOR HEADERDROPPEDJ-3 3-H35(3) 2x8DOOR HEADERDROPPEDJ-3 3-H36(3) 2x8DOOR HEADERDROPPEDJ-3 3-H37(3) 2x6HEADER BELOWDROPPEDEnds: J-2 JACK, P-1 KING; Midspan: J-5 JACK 3-H38(3)1 3/4x7 1/4 LVLHEADER BELOWDROPPEDJ-5 3-H39(2)1 3/4x7 1/4 LVLHEADER BELOWDROPPEDJ-4, HG-5 3-H40(3)1 3/4x7 1/4 LVLHEADER BELOWDROPPEDJ-5 3-H41(3) 2x8DOOR HEADERDROPPEDJ-3 THIRD FLOOR - BEAM SCHEDULE MARKTYPEFLUSH / DROPPEDBEARINGDEVELOPMENT (EA. SIDE) 3-B124'' TRUSS GIRDER FLUSHSouth end: HG-12, North end: P-6, HG-13 3-B224'' TRUSS GIRDER FLUSHP-52' - 0" 3-B324'' TRUSS GIRDER FLUSHP-61' - 0" 3-B424'' TRUSS GIRDER FLUSHSouth end: HG-14, North end: P-4, HG-14 GENERAL FRAMING PLAN NOTES 1.NOT USED 2.TRUSSES SHALL BE JOIST HANGERED TO RIM BOARD WHERE RIM SERVES AS THE HEADER. IN LIEU OF JOIST HANGERS, SEE DETAIL _/S__ 3.ALL LVL RIMS TO BE 2.0E 3100FB 4.24" LADDER TRUSS OCCURS AT TOP OF ALL INTERIOR SHEAR WALLS. LADDER TRUSS MUST BE INSTALLED ON CORRECT SIDE OF SHEAR WALL FOR ALIGNMENT OF DRAG STRUT AND TRUSS (WHERE APPLICABLE), AND TO AVOID CONFLICT WITH WINDOWS. INSTALL ON THE SIDE THAT HAS THE LABEL "24" LADDER TRUSS ON SHEAR WALL". 5.SEE S107, SHEAR WALL KEY PLAN, FOR SHEAR WALL LINES. ALIGN TRUSS WITH SHEAR WALL LINES AS INDICATED ON FRAMING PLANS TO FACILITATE FASTENING OF PLYWOOD. SEE "DRAG STRUT / PLYWOOD FASTENING SCHEDULE AT SHEAR WALL LINES" ON S107 FOR DETAILS. 6.INSTALL BLOCKING FOR DRAG STRUTS AS SHOWN. SEE S107, SHEAR WALL KEY PLAN, FOR FURTHER DRAG STRUT INFORMATION AND NAILING. 7.FASTENING FOR ALL FLOOR SHEATHING SHALL BE 10d NAILS WITH A 6-12 PATTERN EXCEPT AS INDICATED ON "DRAG STRUT / PLYWOOD FASTENING SCHEDULE AT SHEAR WALL LINES ON SHEET S107. 8.FASTEN SHEATHING TO END BLOCKING WITH EDGE SPACING PATTERN. 9.IF EXTERIOR AND/OR INTERIOR SHEAR WALL SYSTEM IS PANELIZED, ALL PANELS SHALL BE FASTENED PER 12/S203 10.TOP PLATES AT INTERSECTING WALLS SHOULD BE SPLICED TO ENSURE PROPER CONNECTION (SHEAR AND BEARING WALLS). BEAM HANGER SCHEDULE TYPECAPACITY REQUIRED MANUFACTURER / MODEL * HG-42,700 LBS HG-53,338 LBS HG-83,000 LBS HG-95,000 LBS HG-105,600 LBS HG-114,500 LBS HG-125,700 LBS HG-136,500 LBS HG-144,050 LBS * SUBMIT FOR REVIEW AND APPROVAL POST SCHEDULE TYPE MARKTYPE P-1(1) 2x6 P-2(2) 2x6 P-3(3) 2x6 P-4(4) 2x6 P-5(5) 2x6 P-6(6) 2x6 UPPER FLOORS FRAMING PLAN LEGEND POST SCHEDULE NOTES 1.ALL POSTS ARE KING STUDS, UNLESS OTHERWISE NOTED 2.FULLY BLOCK FLOOR CAVITY AT POSTS WITH SAME NUMBER OF STUDS THIRD FLOOR - EXTERIOR WALL HEADER SCHEDULE TYPE MARK NOMINAL OPENINGDESCRIPTIONBEARING (EA. END)COMMENTS 3-W13'-0"(2) 2X8J-3 3-W1B3'-0"(2) 2X8J-2FLOOR FRAMING PARALLEL TO WALL 3-W26'-0"(2) 1 3/4" X 7.25 LVLJ-5 3-W2B6'-0"(2) 1 3/4" X 7.25 LVLJ-3FLOOR FRAMING PARALLEL TO WALL WALL FRAMING SCHEDULE FLOORFRAMING ALL EXTERIOR WOOD FRAMED WALLS 5:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 4:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 3:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT 32" O.C. (THIRD POINTS) 2:(2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT INTERIOR LOAD-BEARING WOOD FRAMED WALLS 5:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 4:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT 32" O.C. (THIRD POINTS) 3:(2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 2:(2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 1 JACK SCHEDULE TYPE MARKTYPE J-1(1) 2X6 J-2(2) 2X6 J-3(3) 2X6 J-4(4) 2X6 J-5(5) 2X6 J-6(6) 2X6 JACK SCHEDULE NOTES 1.ADD KING STUD AT ALL JACK STUD LOCATIONS 2.FULLY BLOCK FLOOR CAVITY AT JACKS WITH SAME NUMBER OF STUDS 2 2 2 2 2 2 REV.DESCRIPTIONDATE 1ADDENDUM #207/15/2019 2ADDENDUM #410/15/2019 RFI 101 - Upper Storefront FramingRFI 101 RFI 72 - FL3 Truss Submittal RFI 72 RFI 91 - Corridor Joist Clarification - applies to all Floors RFI 91 RFI 57 - Truss BlockingRFI 57 RFI 72 - FL 3 Truss Submittal RFI 72 RFI 72 - FL 3 Truss Submittal RFI 73 RFI 72 - FL3 Truss Submittal RFI 72 RFI 51 RFI 51 RFI 51 1615 17 18 19 20 21 22 B A Z AA BB CC DDX W V C D E F Y H J K L U R S T G 1 2 3 4 5 6 8 7 12 11 10 14 9 M N P Q 13 1 3/4x24 LVL LEDGER 1 3/4x24 LVL LEDGER 1 3/4x24 LVL LEDGER 2x12 RIM 2x12 RIM 2x12 RIM 2x12 RIM 2x12 RIM 2x12 RIM 2 x 1 2 R I M 2x12 RIM 2x12 RIM 2x12 RIM 2x12 RIM 1 3/4x24 LVL LEDGER 4-H7 4-H8 4-B3 4-H23 4 -H244-H224-H21 4-H27 4 -H26 4-H20 4-H33 4-H34 4-H35 4-H36 4 H 1 7 4-H16 4-H18 4-H144-H134-H114-H104-H9 4-H12 4 -H15 4-H294-H304-H314-H32 4-B1 4-H1 4 -H2 4 -H3 4-H6 4-H374-H38 4-H394-H40 4-B2 4-H5 4 -H4 4-H19 4-H28 4 -H25 4 B 4 4-H41 27' - 1 3/4"6' - 6 1/2"27' - 1 3/4"20' - 8 1/2"27' - 1 3/4"6' - 6 1/2"25' - 1 3/4" 2 ' 0 " 2 5 ' 1 3 / 4 " 6 ' 5 1 / 2 " 2 5 ' 1 3 / 4 " 2 ' 0 " 25' - 6" 16' - 11 1/2" 16' - 11 1/2" 9' - 6 3/4" 25' - 1 3/4" 25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 8 3/4" 25' - 6" 25' - 6" 25' - 6" 16' - 11 1/2" 33' - 5 1/2"16' - 11 1/2" 16' - 11 1/2"16' - 11 1/2"16' - 11 1/2" 16' - 11 1/2"16' - 11 1/2"16' - 11 1/2" 33' - 5 1/2"25' - 6"25' - 6"9' - 8 3/4" @ 2x81' - 4" @24'' FLR TRUSS 2' - 0" @ 24'' FLR TRUSS2' - 0"@ 24'' FLR TRUSS2' - 0" @ 24'' FLR TRUSS2' - 0" @ 24'' FLR TRUSS2' - 0" @ 24'' FLR TRUSS 2' - 0" @ 24'' FLR TRUSS 2' - 0" @ 24'' FLR TRUSS 2' - 0" @ 24'' FLR TRUSS 2' - 0" @ 24'' FLR TRUSS 2' - 0" @ 24'' FLR TRUSS2' - 0" @ 24'' FLR TRUSS2' - 0" @ 24'' FLR TRUSS2' - 0" @24'' FLR TRUSS 2' - 0" @24'' FLR TRUSS 2' - 0" @ 2x81' - 4" @ 2x81' - 4" @2x8 1' - 4" @ (2) 2x81' - 4" @ 24'' FLR TRUSS2' - 0" SHEARWALL LINE ALIGN FLOOR TRUSS SHEARWALL LINE ALIGN FLOOR TRUSS SHEARWALL LINE ALIGN FLOOR TRUSS SHEARWALL LINE ALIGN FLOOR TRUSS SHEARWALL LINE ALIGN FLOOR TRUSS SHEARWALL LINE ALIGN FLOOR TRUSS SHEARWALL LINE ALIGN FLOOR TRUSS SHEARWALL LINE ALIGN FLOOR TRUSS S H E A R W A L L L I N E A L I G N F L O O R T R U S S S H E A R W A L L L I N E A L I G N F L O O R T R U S S S H E A R W A L L L I N E A L I G N F L O O R T R U S S S H E A R W A L L L I N E A L I G N F L O O R T R U S S 2x12 RIM 2x12 RIM 2x12 RIM 1 3 / 4 x 2 4 L V L L E D G E R 1 3 / 4 x 2 4 L V L L E D G E R 1 3/4x24 LVL LEDGER 1 3/4x24 LVL LEDGER 2x12 RIM 2x12 RIM 2x12 RIM2x12 RIM 2x12 RIM 2x12 RIM 2x12 RIM 2x12 RIM 2x12 RIM 2x12 RIM 2x12 RIM 2x12 RIM 2x12 RIM 2x12 RIM 2x12 RIM 2x12 RIM 2x12 RIM 1 3/4x24 LVL LEDGER 1 3/4x24 LVL LEDGER 1 3/4x24 LVL LEDGER 2x12 RIM 24'' LADDER TRUSS ON SHEAR WALL 24'' LADDER TRUSS ON SHEAR WALL 24'' LADDER TRUSS ON SHEAR WALL 24'' LADDER TRUSS ON SHEAR WALL 24'' LADDER TRUSS ON SHEAR WALL 24'' LADDER TRUSS ON SHEAR WALL 24'' LADDER TRUSS ON SHEAR WALL 24'' LADDER TRUSS ON SHEAR WALL 2 4 ' ' L A D D E R T R U S S O N S H E A R W A L L 24'' LADDER TRUSS ON SHEAR WALL 24'' LADDER TRUSS ON SHEAR WALL 2 4 ' ' L A D D E R T R U S S O N S H E A R W A L L 2 4 ' ' L A D D E R T R U S S O N S H E A R W A L L 2 4 ' ' L A D D E R T R U S S O N S H E A R W A L L 2 4 ' ' L A D D E R T R U S S O N S H E A R W A L L @24'' FLR TRUSS 2' - 0" @ 24'' FLR TRUSS 2' - 0" 2x8 DRAG STRUT BLOCKING 2x8 DRAG STRUT BLOCKING 2x12 RIM 2x12 RIM (3) BAYS OF SOLID BLOCKING, 24" O.C. (4) BAYS OF SOLID BLOCKING, 32" O.C. (5) BAYS OF SOLID BLOCKING, 32" O.C. SHEARWALL LINE ALIGN FLOOR TRUSS @ 24'' FLR TRUSS2' - 0" 4-W14-W14-W1 4-W1 4-W1 4-W1 4-W1 4-W1 4-W1 4-W1 4-W1 4-W1 4-W1 4-W14-W14-W14-W14-W14-W14-W14-W1 4-W1B4-W1B4-W1B 4-W14-W1 4-W1 4-W1 4-W1 4-W1 4-W14-W14-W14-W1 4-W14-W14-W1 4-W1 4-W1 4-W1 4-W1 4-W1 4-W1 4-W1 4-W1 4-W1B4-W14-W14-W14-W14-W14-W1 4-W1B4-W1B4-W1 4-W1 4-W2 4-W2 4-W2 4-W2 4-W2 4-W2 4-W2B4-W24-W24-W24-W24-W24-W24-W2 4-W2 4-W1 4-W2 4-W2 4-W24-W24-W2 4-W2B ( 2 ) 2 x 8 D R A G S T R U T B L O C K I N G @ 2x81' - 0" (3) BAYS OF SOLID BLOCKING 16" O.C. 2X8 DRAG STRUT BLOCKING 9 S203 Sim 1 (2) BAYS OF SOLID BLOCKING, 32" O.C. (2) BAYS OF SOLID BLOCKING, 32" O.C., EA. SIDE (4) BAYS OF SOLID BLOCKING, 32" O.C. (3) BAYS OF SOLID BLOCKING, 32" O.C. (2) BAYS OF SOLID BLOCKING, 32" O.C. (3) BAYS OF SOLID BLOCKING, 32" O.C. (3) BAYS OF SOLID BLOCKING, 32" O.C. (3) BAYS OF SOLID BLOCKING, 32" O.C. (3) BAYS OF SOLID BLOCKING, 32" O.C. (3) BAYS OF SOLID BLOCKING, 32" O.C. (3) BAYS OF SOLID BLOCKING, 32" O.C. (3) BAYS OF SOLID BLOCKING, 32" O.C. (3) BAYS OF SOLID BLOCKING, 32" O.C. 24'' LADDER TRUSS ON SHEAR WALL 2x8 DRAG STRUT BLOCKING 2x8 DRAG STRUT BLOCKING 24'' LADDER TRUSS ON SHEAR WALL 24'' LADDER TRUSS ON SHEAR WALL 2x8 DRAG STRUT BLOCKING 2x8 DRAG STRUT BLOCKING 1 3/4x24 LVL LEDGER 2x8 @ 16" O.C. 2x10 @ 24" O.C. S H E A R W A L L L I N E A L I G N F R A M I N G 1 3 / 4 x 2 4 L V L L E D G E R 1 3 / 4 " x 2 4 L V L L E D G E R ( 2 ) 2 x 8 D R A G S T R U T B L O C K I N G 17 S203 TYP 18 S203 TYP 13 S203 TYP 13 S203 TYP 14 S203 TYP 14 S203 TYP 15 S203 TYP 16 S203 TYP 2 2 2 2 2 2 2 TYPICAL FRAMING PLAN REVISIONS: 1. 24" LADDER TRUSS SUBSTITUTED FOR 1 3/4 X 24" LVL ATOP ALL SHEAR WALLS, TYP. SEE SHEAR WALL KEY PLAN AND DETAILS, SHEETS S107 AND S204 2. DRAG STRUT BLOCKING REDUCED OR ELIMINATED AT ALL CORRIDORS - SEE SHEAR WALL KEY PLAN AND SCHEDULE, SHEET S107 3. 2X12 RIM SUBSTITUTED FOR 1 3/4" X 24" LVL RIM AT ALL NON-MASONRY EXTERIOR WALLS AND INTERIOR CORRIDORS. SEE REFERENCED DETAILS, THIS SHEET. 4. END BAY BLOCKING - REDUCED NUMBER OF BAYS AND LARGER SPACING, TYPICAL. 2 2 LOAD BEARING WALL BELOW - SEE ARCH. DWGS. FOR WALL TYPE SHEAR WALL BELOW - SEE ARCH. DWGS. FOR WALL TYPE POST BELOW HEADER OR BEAM HANGER 110 South Albany Street Ithaca, New York 14850 607.277.1118 www.taitem.com The Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal. This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional. CONSULTANTS DRAWN BY: COPYRIGHT: © 2019 VECINO DESIGN PROJECT NUMBER: DATE: 10/15/2019 11:37:02 AMP:\Design\R-Z\Vecino Ithaca Arthaus - 18738\3. Drawings\Structural\2019.10.15 REVIT and PDF_ADD #4\Arthaus_Struc_11.6.1_Addendum_4.rvt FOURTH FLOOR FRAMING PLAN S104 18260 DM Ithaca Arthaus 130 CHERRY STREET, ITHACA TOMPKINS COUNTY, NEW YORK 06/10/2019 1/8" = 1'-0" 1 FOURTH FLOOR FRAMING PLAN FOURTH FLOOR - INTERIOR BEARING WALL HEADER SCHEDULE MARKTYPEDescriptionFLUSH / DROPPEDBEARING (EA. END, U.N.O.) 4-H1(3) 2x8DOOR HEADERDROPPEDJ-2 4-H2(3) 2x8DOOR HEADERDROPPEDJ-2 4-H3(3) 2x8DOOR HEADERDROPPEDJ-2 4-H4(3) 2x8DOOR HEADERDROPPEDJ-2 4-H5(3) 2x8DOOR HEADERDROPPEDJ-2 4-H6(3) 2x8DOOR HEADERDROPPEDJ-2 4-H724'' TRUSS GIRDERCORRIDOR HEADERFLUSHP-4, HG-11 4-H8(3) 2x8CORRIDOR HEADERFLUSHP-2 4-H9(3) 2x8DOOR HEADERDROPPEDJ-2 4-H10(3) 2x8DOOR HEADERDROPPEDJ-2 4-H11(3) 2x8DOOR HEADERDROPPEDJ-2 4-H12(3) 2x8DOOR HEADERDROPPEDJ-2 4-H13(3) 2x8DOOR HEADERDROPPEDJ-2 4-H14(3) 2x8DOOR HEADERDROPPEDJ-2 4-H15(3) 2x8DOOR HEADERDROPPEDJ-2 4-H16(3) 2x8CORRIDOR HEADERFLUSHP-2 East end, P-3 West end 4-H17(2) 2x8CORRIDOR HEADERFLUSHP-2 North end, P-3 South end 4-H18(3) 2x8DOOR HEADERDROPPEDJ-2 4-H19(3) 2x8DOOR HEADERDROPPEDJ-2 4-H20(2) 2x8CORRIDOR HEADERFLUSHP-2 4-H21(3) 2x8DOOR HEADERDROPPEDJ-2 4-H22(3) 2x8DOOR HEADERDROPPEDJ-2 4-H23(3) 2x8DOOR HEADERDROPPEDJ-2 4-H24(3) 2x8DOOR HEADERDROPPEDJ-2 4-H25(3) 2x8DOOR HEADERDROPPEDJ-2 4-H26(3) 2x8DOOR HEADERDROPPEDJ-2 4-H27(3) 2x8DOOR HEADERDROPPEDJ-2 4-H2824" TRUSS GIRDERCORRIDOR HEADERFLUSHP-4, HG-14 4-H29(3) 2x8DOOR HEADERDROPPEDJ-2 4-H30(3) 2x8DOOR HEADERDROPPEDJ-2 4-H31(3) 2x8DOOR HEADERDROPPEDJ-2 4-H32(3) 2x8DOOR HEADERDROPPEDJ-2 4-H3324'' TRUSS GIRDERCORRIDOR HEADERFLUSHP-5, HG-13 4-H34(3) 2x8DOOR HEADERDROPPEDJ-2 4-H35(3) 2x8DOOR HEADERDROPPEDJ-2 4-H36(3) 2x8DOOR HEADERDROPPEDJ-2 4-H37(3) 2x6HEADER BELOWDROPPEDEnds: J-2 JACK, P-1 KING; Midspan: J-4 JACK 4-H38(3)1 3/4x7 1/4 LVLHEADER BELOWDROPPEDJ-3 4-H39(2)1 3/4x7 1/4 LVLHEADER BELOWDROPPEDJ-3, HG-5 4-H40(3)1 3/4x7 1/4 LVLHEADER BELOWDROPPEDJ-4 4-H41(3) 2x8DOOR HEADERDROPPEDJ-2 FOURTH FLOOR - BEAM SCHEDULE MARKTYPEFLUSH / DROPPEDBEARINGDEVELOPMENT (EA. SIDE) 4-B124'' TRUSS GIRDER FLUSHSouth end: HG-12, North end: P-5, HG-13 4-B224'' TRUSS GIRDER FLUSHP-32' - 0" 4-B324'' TRUSS GIRDER FLUSHP-51' - 0" 4-B424'' TRUSS GIRDER FLUSHSouth end: HG-14, North end: P-3, HG-14 GENERAL FRAMING PLAN NOTES 1.NOT USED 2.TRUSSES SHALL BE JOIST HANGERED TO RIM BOARD WHERE RIM SERVES AS THE HEADER. IN LIEU OF JOIST HANGERS, SEE DETAIL _/S__ 3.ALL LVL RIMS TO BE 2.0E 3100FB 4.24" LADDER TRUSS OCCURS AT TOP OF ALL INTERIOR SHEAR WALLS. LADDER TRUSS MUST BE INSTALLED ON CORRECT SIDE OF SHEAR WALL FOR ALIGNMENT OF DRAG STRUT AND TRUSS (WHERE APPLICABLE), AND TO AVOID CONFLICT WITH WINDOWS. INSTALL ON THE SIDE THAT HAS THE LABEL "24" LADDER TRUSS ON SHEAR WALL". 5.SEE S107, SHEAR WALL KEY PLAN, FOR SHEAR WALL LINES. ALIGN TRUSS WITH SHEAR WALL LINES AS INDICATED ON FRAMING PLANS TO FACILITATE FASTENING OF PLYWOOD. SEE "DRAG STRUT / PLYWOOD FASTENING SCHEDULE AT SHEAR WALL LINES" ON S107 FOR DETAILS. 6.INSTALL BLOCKING FOR DRAG STRUTS AS SHOWN. SEE S107, SHEAR WALL KEY PLAN, FOR FURTHER DRAG STRUT INFORMATION AND NAILING. 7.FASTENING FOR ALL FLOOR SHEATHING SHALL BE 10d NAILS WITH A 6-12 PATTERN EXCEPT AS INDICATED ON "DRAG STRUT / PLYWOOD FASTENING SCHEDULE AT SHEAR WALL LINES ON SHEET S107. 8.FASTEN SHEATHING TO END BLOCKING WITH EDGE SPACING PATTERN. 9.IF EXTERIOR AND/OR INTERIOR SHEAR WALL SYSTEM IS PANELIZED, ALL PANELS SHALL BE FASTENED PER 12/S203 10.TOP PLATES AT INTERSECTING WALLS SHOULD BE SPLICED TO ENSURE PROPER CONNECTION (SHEAR AND BEARING WALLS). BEAM HANGER SCHEDULE TYPECAPACITY REQUIRED MANUFACTURER / MODEL * HG-42,700 LBS HG-53,338 LBS HG-83,000 LBS HG-95,000 LBS HG-105,600 LBS HG-114,500 LBS HG-125,700 LBS HG-136,500 LBS HG-144,050 LBS * SUBMIT FOR REVIEW AND APPROVAL POST SCHEDULE TYPE MARKTYPE P-1(1) 2x6 P-2(2) 2x6 P-3(3) 2x6 P-4(4) 2x6 P-5(5) 2x6 P-6(6) 2x6 UPPER FLOORS FRAMING PLAN LEGEND POST SCHEDULE NOTES 1.ALL POSTS ARE KING STUDS, UNLESS OTHERWISE NOTED 2.FULLY BLOCK FLOOR CAVITY AT POSTS WITH SAME NUMBER OF STUDS FOURTH FLOOR - EXTERIOR WALL HEADER SCHEDULE TYPE MARK NOMINAL OPENINGDESCRIPTIONBEARING (EA. END)COMMENTS 4-W13'-0"(2) 2X8J-3 4-W1B3'-0"(2) 2X8J-2FLOOR FRAMING PARALLEL TO WALL 4-W26'-0"(2) 1 3/4" X 7.25 LVLJ-4 4-W2B6'-0"(2) 1 3/4" X 7.25 LVLJ-3FLOOR FRAMING PARALLEL TO WALL WALL FRAMING SCHEDULE FLOORFRAMING ALL EXTERIOR WOOD FRAMED WALLS 5:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 4:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 3:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT 32" O.C. (THIRD POINTS) 2:(2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT INTERIOR LOAD-BEARING WOOD FRAMED WALLS 5:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 4:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT 32" O.C. (THIRD POINTS) 3:(2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 2:(2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 1 JACK SCHEDULE TYPE MARKTYPE J-1(1) 2X6 J-2(2) 2X6 J-3(3) 2X6 J-4(4) 2X6 J-5(5) 2X6 J-6(6) 2X6 JACK SCHEDULE NOTES 1.ADD KING STUD AT ALL JACK STUD LOCATIONS 2.FULLY BLOCK FLOOR CAVITY AT JACKS WITH SAME NUMBER OF STUDS 2 2 2 2 2 2 REV.DESCRIPTIONDATE 1ADDENDUM #207/15/2019 2ADDENDUM #410/15/2019 RFI 101- Upper Storefront Framing RFI 101 RFI 91 - Corridor Joist Clarification - Applies to all Floors RFI 91 RFI 57 - Truss Blocking RFI 57 RFI 76 - Bearing Wall Blocking Conflict: 4th Floor RFI 76 King Studs at Opening RFI 51 King Studs at OpeningRFI 51 King Studs at Opening RFI 51 1615 17 18 19 20 21 22 B A Z AA BB CC DDX W V C D E F Y H J K L U R S T G 1 2 3 4 5 6 8 7 12 11 10 14 9 M N P Q 13 @ 2x81' - 4" @ 24'' FLR TRUSS2' - 0"@ 24'' FLR TRUSS2' - 0" 5-H7 5-H8 5-B3 5-H23 5 -H245-H225-H21 5-H27 5 -H26 5-H20 5-H33 5-H34 5-H35 5-H36 5 H 1 7 5-H16 5-H18 5-H145-H135-H115-H105-H9 5-H12 5 -H15 5-H295-H305-H315-H32 5-B1 5-H1 5 -H2 5 -H3 5-H6 5-H375-H38 5-H395-H40 5-B2 5-H5 5 -H4 5-H19 5-H28 5-H25 5 B 4 1 3/4x24 LVL LEDGER 1 3/4x24 LVL LEDGER 1 3/4x24 LVL LEDGER 1 3/4x24 LVL LEDGER 2x12 RIM 2x12 RIM 2x12 RIM 24'' LADDER TRUSS ON SHEAR WALL 24'' LADDER TRUSS ON SHEAR WALL 24'' LADDER TRUSS ON SHEAR WALL 2x12 RIM 2x12 RIM 2 x 1 2 R I M 2x12 RIM 2x12 RIM 2x12 RIM 2x12 RIM 1 3/4x24 LVL LEDGER 5-H41 27' - 1 3/4"6' - 6 1/2"27' - 1 3/4"20' - 8 1/2"27' - 1 3/4"6' - 6 1/2"25' - 1 3/4" 2 ' 0 " 2 5 ' 1 3 / 4 " 6 ' 5 1 / 2 " 2 5 ' 1 3 / 4 " 2 ' 0 " 25' - 6" 16' - 11 1/2" 16' - 11 1/2" 9' - 6 3/4" 25' - 1 3/4" 25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 8 3/4" 25' - 6" 25' - 6" 25' - 6" 16' - 11 1/2" 33' - 5 1/2"16' - 11 1/2" 16' - 11 1/2"16' - 11 1/2"16' - 11 1/2" 16' - 11 1/2"16' - 11 1/2"16' - 11 1/2" 33' - 5 1/2"25' - 6"25' - 6"9' - 8 3/4" @ 2x81' - 4" @24'' FLR TRUSS 2' - 0" @ 24'' FLR TRUSS2' - 0"@ 24'' FLR TRUSS2' - 0" @ 24'' FLR TRUSS2' - 0" @ 24'' FLR TRUSS2' - 0" @ 24'' FLR TRUSS 2' - 0" @ 24'' FLR TRUSS 2' - 0" @ 24'' FLR TRUSS 2' - 0" @ 24'' FLR TRUSS 2' - 0" @ 24'' FLR TRUSS 2' - 0" @ 24'' FLR TRUSS2' - 0" @ 24'' FLR TRUSS2' - 0" @ 24'' FLR TRUSS2' - 0" @24'' FLR TRUSS 2' - 0" @24'' FLR TRUSS 2' - 0" @ 2x81' - 4" @ 2x81' - 4" @2x8 1' - 4" @ (2) 2x81' - 4" @ 24'' FLR TRUSS2' - 0" SHEARWALL LINE ALIGN FLOOR TRUSS SHEARWALL LINE ALIGN FLOOR TRUSS SHEARWALL LINE ALIGN FLOOR TRUSS SHEARWALL LINE ALIGN FLOOR TRUSS SHEARWALL LINE ALIGN FLOOR TRUSS SHEARWALL LINE ALIGN FLOOR TRUSS SHEARWALL LINE ALIGN FLOOR TRUSS SHEARWALL LINE ALIGN FLOOR TRUSS S H E A R W A L L L I N E A L I G N F L O O R T R U S S S H E A R W A L L L I N E A L I G N F L O O R T R U S S S H E A R W A L L L I N E A L I G N F L O O R T R U S S S H E A R W A L L L I N E A L I G N F L O O R T R U S S S H E A R W A L L L I N E A L I G N F R A M I N G 2x12 RIM 2x12 RIM 2x12 RIM 1 3 / 4 x 2 4 L V L L E D G E R 1 3 / 4 x 2 4 L V L L E D G E R 1 3/4x24 LVL LEDGER 1 3/4x24 LVL LEDGER 2x12 RIM 2x12 RIM 2x12 RIM2x12 RIM 2x12 RIM 2x12 RIM 2x12 RIM 2x12 RIM 2x12 RIM 2x12 RIM 2x12 RIM 2x12 RIM 2x12 RIM 2x12 RIM 2x12 RIM 2x12 RIM 2x12 RIM 1 3/4x24 LVL LEDGER 1 3/4x24 LVL LEDGER 1 3/4x24 LVL LEDGER 2x12 RIM 24'' LADDER TRUSS ON SHEAR WALL 24'' LADDER TRUSS ON SHEAR WALL 24'' LADDER TRUSS ON SHEAR WALL 24'' LADDER TRUSS ON SHEAR WALL 24'' LADDER TRUSS ON SHEAR WALL 24'' LADDER TRUSS ON SHEAR WALL 24'' LADDER TRUSS ON SHEAR WALL 24'' LADDER TRUSS ON SHEAR WALL 2 4 ' ' L A D D E R T R U S S O N S H E A R W A L L 24'' LADDER TRUSS ON SHEAR WALL 24'' LADDER TRUSS ON SHEAR WALL 2 4 ' ' L A D D E R T R U S S O N S H E A R W A L L 2 4 ' ' L A D D E R T R U S S O N S H E A R W A L L 2 4 ' ' L A D D E R T R U S S O N S H E A R W A L L 2 4 ' ' L A D D E R T R U S S O N S H E A R W A L L @24'' FLR TRUSS 2' - 0" @ 24'' FLR TRUSS 2' - 0" 2x8 DRAG STRUT BLOCKING 2x8 DRAG STRUT BLOCKING 2x12 RIM 2x12 RIM ( 2 ) 2 x 8 D R A G S T R U T B L O C K I N G (3) BAYS OF SOLID BLOCKING, 24" O.C. (3) BAYS OF SOLID BLOCKING, 32" O.C. (3) BAYS OF SOLID BLOCKING, 32" O.C. (3) BAYS OF SOLID BLOCKING, 32" O.C. (3) BAYS OF SOLID BLOCKING, 32" O.C. (3) BAYS OF SOLID BLOCKING, 32" O.C. (3) BAYS OF SOLID BLOCKING, 32" O.C. (3) BAYS OF SOLID BLOCKING, 32" O.C. (2) BAYS OF SOLID BLOCKING, 32" O.C. (4) BAYS OF SOLID BLOCKING, 32" O.C. (2) BAYS OF SOLID BLOCKING, 32" O.C. (2) BAYS OF SOLID BLOCKING, 32" O.C., EA. SIDE (3) BAYS OF SOLID BLOCKING 16" O.C. (5) BAYS OF SOLID BLOCKING, 32" O.C. (4) BAYS OF SOLID BLOCKING, 32" O.C. SHEARWALL LINE ALIGN FLOOR TRUSS 2X8 DRAG STRUT BLOCKING @ 24'' FLR TRUSS2' - 0" 5-W15-W15-W1 5-W1 5-W1B 5-W1 5-W1 5-W1 5-W1 5-W1 5-W1 5-W1 5-W1 5-W15-W15-W15-W15-W15-W15-W15-W1 5-W1B5-W1B5-W1B 5-W15-W1 5-W1 5-W1 5-W1 5-W1 5-W15-W15-W15-W1 5-W15-W15-W1 5-W1 5-W1 5-W1 5-W1 5-W1 5-W1 5-W1 5-W1 5-W1B5-W15-W15-W15-W15-W15-W1 5-W1B5-W1B5-W1 5-W1 5-W2 5-W2 5-W2 5-W2 5-W2 5-W2 5-W2B5-W25-W25-W25-W25-W25-W25-W2 5-W2 5-W1 5-W2 5-W2 5-W25-W25-W2 5-W2B ( 2 ) 2 x 8 D R A G S T R U T B L O C K I N G @ 2x81' - 0" 9 S203 Sim 1 1 3 / 4 x 2 4 L V L L E D G E R 1 3 / 4 " x 2 4 L V L L E D G E R 2x10 @ 24" O.C. 2x8 @ 16" O.C. (3) BAYS OF SOLID BLOCKING, 32" O.C. (3) BAYS OF SOLID BLOCKING, 32" O.C. 24'' LADDER TRUSS ON SHEAR WALL 2x12 RIM 2x8 DRAG STRUT BLOCKING 2x8 DRAG STRUT BLOCKING 2x8 DRAG STRUT BLOCKING 2x8 DRAG STRUT BLOCKING 17 S203 TYP 18 S203 TYP 13 S203 TYP 13 S203 TYP 14 S203 TYP 14 S203 TYP 15 S203 TYP 16 S203 TYP TYPICAL FRAMING PLAN REVISIONS: 1. 24" LADDER TRUSS SUBSTITUTED FOR 1 3/4 X 24" LVL ATOP ALL SHEAR WALLS, TYP. SEE SHEAR WALL KEY PLAN AND DETAILS, SHEETS S107 AND S204 2. DRAG STRUT BLOCKING REDUCED OR ELIMINATED AT ALL CORRIDORS - SEE SHEAR WALL KEY PLAN AND SCHEDULE, SHEET S107 3. 2X12 RIM SUBSTITUTED FOR 1 3/4" X 24" LVL RIM AT ALL NON-MASONRY EXTERIOR WALLS AND INTERIOR CORRIDORS. SEE REFERENCED DETAILS, THIS SHEET. 4. END BAY BLOCKING - REDUCED NUMBER OF BAYS AND LARGER SPACING, TYPICAL. 2 2 2 2 2 2 2 2 2 LOAD BEARING WALL BELOW - SEE ARCH. DWGS. FOR WALL TYPE SHEAR WALL BELOW - SEE ARCH. DWGS. FOR WALL TYPE POST BELOW HEADER OR BEAM HANGER 110 South Albany Street Ithaca, New York 14850 607.277.1118 www.taitem.com The Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal. This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional. CONSULTANTS DRAWN BY: COPYRIGHT: © 2019 VECINO DESIGN PROJECT NUMBER: DATE: 10/15/2019 11:37:18 AMP:\Design\R-Z\Vecino Ithaca Arthaus - 18738\3. Drawings\Structural\2019.10.15 REVIT and PDF_ADD #4\Arthaus_Struc_11.6.1_Addendum_4.rvt FIFTH FLOOR FRAMING PLAN S105 18260 DM Ithaca Arthaus 130 CHERRY STREET, ITHACA TOMPKINS COUNTY, NEW YORK 06/10/2019 1/8" = 1'-0" 1 FIFTH FLOOR FRAMING PLAN FIFTH FLOOR - INTERIOR BEARING WALL HEADER SCHEDULE MARKTYPEDESCRIPTIONFLUSH / DROPPEDBEARING (EA. END, U.N.O.) 5-H1(3) 2x8DOOR HEADERDROPPEDJ-2 5-H2(3) 2x8DOOR HEADERDROPPEDJ-2 5-H3(3) 2x8DOOR HEADERDROPPEDJ-2 5-H4(3) 2x8DOOR HEADERDROPPEDJ-2 5-H5(3) 2x8DOOR HEADERDROPPEDJ-2 5-H6(3) 2x8DOOR HEADERDROPPEDJ-2 5-H724'' TRUSS GIRDERCORRIDOR HEADER FLUSHP-2, HG-11 5-H8(3) 2x8CORRIDOR HEADER FLUSHP-2 5-H9(3) 2x8DOOR HEADERDROPPEDJ-2 5-H10(3) 2x8DOOR HEADERDROPPEDJ-2 5-H11(3) 2x8DOOR HEADERDROPPEDJ-2 5-H12(3) 2x8DOOR HEADERDROPPEDJ-2 5-H13(3) 2x8DOOR HEADERDROPPEDJ-2 5-H14(3) 2x8DOOR HEADERDROPPEDJ-2 5-H15(3) 2x8DOOR HEADERDROPPEDJ-2 5-H16(3) 2x8CORRIDOR HEADER FLUSHP-2 5-H17(2) 2x8CORRIDOR HEADER FLUSHP-2 5-H18(3) 2x8DOOR HEADERDROPPEDJ-2 5-H19(3) 2x8DOOR HEADERDROPPEDJ-2 5-H20(2) 2x8CORRIDOR HEADER FLUSHP-2 5-H21(3) 2x8DOOR HEADERDROPPEDJ-2 5-H22(3) 2x8DOOR HEADERDROPPEDJ-2 5-H23(3) 2x8DOOR HEADERDROPPEDJ-2 5-H24(3) 2x8DOOR HEADERDROPPEDJ-2 5-H25(3) 2x8DOOR HEADERDROPPEDJ-2 5-H26(3) 2x8DOOR HEADERDROPPEDJ-2 5-H27(3) 2x8DOOR HEADERDROPPEDJ-2 5-H2824" TRUSS GIRDERCORRIDOR HEADER FLUSHP-2, HG-14 5-H29(3) 2x8DOOR HEADERDROPPEDJ-2 5-H30(3) 2x8DOOR HEADERDROPPEDJ-2 5-H31(3) 2x8DOOR HEADERDROPPEDJ-2 5-H32(3) 2x8DOOR HEADERDROPPEDJ-2 5-H3324'' TRUSS GIRDERCORRIDOR HEADER FLUSHP-3, HG-13 5-H34(3) 2x8DOOR HEADERDROPPEDJ-2 5-H35(3) 2x8DOOR HEADERDROPPEDJ-2 5-H36(3) 2x8DOOR HEADERDROPPEDJ-2 5-H37(3) 2x6HEADER BELOWDROPPEDEnds: J-1 JACK, P-1 KING; Midspan: J-3 JACK 5-H38(3)1 3/4x7 1/4 LVLHEADER BELOWDROPPEDJ-2 5-H39(2)1 3/4x7 1/4 LVLHEADER BELOWDROPPEDJ-2, HG-5 5-H40(3)1 3/4x7 1/4 LVLHEADER BELOWDROPPEDJ-3 5-H41(3) 2x8DOOR HEADERDROPPEDJ-2 FIFTH FLOOR - BEAM SCHEDULE MARKTYPEFLUSH / DROPPEDBEARINGDEVELOPMENT (EA. SIDE) 5-B124'' TRUSS GIRDER FLUSHSouth end: HG-12, North end: P-2, HG-13 5-B224" TRUSS GIRDER FLUSHP-22' - 0" 5-B324" TRUSS GIRDER FLUSHP-31' - 0" 5-B424'' TRUSS GIRDER FLUSHSouth end: HG-14, North end: P-2, HG-14 GENERAL FRAMING PLAN NOTES 1.NOT USED 2.TRUSSES SHALL BE JOIST HANGERED TO RIM BOARD WHERE RIM SERVES AS THE HEADER. IN LIEU OF JOIST HANGERS, SEE DETAIL _/S__ 3.ALL LVL RIMS TO BE 2.0E 3100FB 4.24" LADDER TRUSS OCCURS AT TOP OF ALL INTERIOR SHEAR WALLS. LADDER TRUSS MUST BE INSTALLED ON CORRECT SIDE OF SHEAR WALL FOR ALIGNMENT OF DRAG STRUT AND TRUSS (WHERE APPLICABLE), AND TO AVOID CONFLICT WITH WINDOWS. INSTALL ON THE SIDE THAT HAS THE LABEL "24" LADDER TRUSS ON SHEAR WALL". 5.SEE S107, SHEAR WALL KEY PLAN, FOR SHEAR WALL LINES. ALIGN TRUSS WITH SHEAR WALL LINES AS INDICATED ON FRAMING PLANS TO FACILITATE FASTENING OF PLYWOOD. SEE "DRAG STRUT / PLYWOOD FASTENING SCHEDULE AT SHEAR WALL LINES" ON S107 FOR DETAILS. 6.INSTALL BLOCKING FOR DRAG STRUTS AS SHOWN. SEE S107, SHEAR WALL KEY PLAN, FOR FURTHER DRAG STRUT INFORMATION AND NAILING. 7.FASTENING FOR ALL FLOOR SHEATHING SHALL BE 10d NAILS WITH A 6-12 PATTERN EXCEPT AS INDICATED ON "DRAG STRUT / PLYWOOD FASTENING SCHEDULE AT SHEAR WALL LINES ON SHEET S107. 8.FASTEN SHEATHING TO END BLOCKING WITH EDGE SPACING PATTERN. 9.IF EXTERIOR AND/OR INTERIOR SHEAR WALL SYSTEM IS PANELIZED, ALL PANELS SHALL BE FASTENED PER 12/S203 10.TOP PLATES AT INTERSECTING WALLS SHOULD BE SPLICED TO ENSURE PROPER CONNECTION (SHEAR AND BEARING WALLS). BEAM HANGER SCHEDULE TYPECAPACITY REQUIRED MANUFACTURER / MODEL * HG-42,700 LBS HG-53,338 LBS HG-83,000 LBS HG-95,000 LBS HG-105,600 LBS HG-114,500 LBS HG-125,700 LBS HG-136,500 LBS HG-144,050 LBS * SUBMIT FOR REVIEW AND APPROVAL POST SCHEDULE TYPE MARKTYPE P-1(1) 2x6 P-2(2) 2x6 P-3(3) 2x6 P-4(4) 2x6 P-5(5) 2x6 P-6(6) 2x6 UPPER FLOORS FRAMING PLAN LEGEND POST SCHEDULE NOTES 1.ALL POSTS ARE KING STUDS, UNLESS OTHERWISE NOTED 2.FULLY BLOCK FLOOR CAVITY AT POSTS WITH SAME NUMBER OF STUDS FIFTH FLOOR - EXTERIOR WALL HEADER SCHEDULE TYPE MARK NOMINAL OPENINGDESCRIPTIONBEARING (EA. END)COMMENTS 5-W13'-0"(2) 2X8J-3 5-W1B3'-0"(2) 2X8J-2FLOOR FRAMING PARALLEL TO WALL 5-W26'-0"(2) 1 3/4" X 7.25 LVLJ-3 5-W2B6'-0"(2) 1 3/4" X 7.25 LVLJ-3FLOOR FRAMING PARALLEL TO WALL WALL FRAMING SCHEDULE FLOORFRAMING ALL EXTERIOR WOOD FRAMED WALLS 5:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 4:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 3:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT 32" O.C. (THIRD POINTS) 2:(2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT INTERIOR LOAD-BEARING WOOD FRAMED WALLS 5:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 4:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT 32" O.C. (THIRD POINTS) 3:(2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 2:(2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 1 JACK SCHEDULE TYPE MARKTYPE J-1(1) 2X6 J-2(2) 2X6 J-3(3) 2X6 J-4(4) 2X6 J-5(5) 2X6 J-6(6) 2X6 JACK SCHEDULE NOTES 1.ADD KING STUD AT ALL JACK STUD LOCATIONS 2.FULLY BLOCK FLOOR CAVITY AT JACKS WITH SAME NUMBER OF STUDS 2 2 2 2 2 2 REV.DESCRIPTIONDATE 1ADDENDUM #207/15/2019 2ADDENDUM #410/15/2019 RFI 101 - Upper Storefront FramingRFI 101 RFI 91 - Corridor Joist Clarification - Applies to all Floors RFI 91 RFI 57 - Truss BlockingRFI 57 King Studs at Opening RFI 51 King Studs at Opening RFI 51 Kings Studs at Opening RFI 51 1615 17 18 19 20 21 22 B A Z AA BB CC DDX W V C D E F Y H J K L U R S T G 1 2 3 4 5 6 8 7 12 11 10 14 9 M N P Q 13 2x12 RIM 2x12 RIM 2x12 RIM R-H7 R-H8 R-B3 R-H23 R -H24R-H22R-H21 R-H27 R -H26 R-H20 27' - 1 3/4"6' - 6 1/2"27' - 1 3/4"20' - 8 1/2"27' - 1 3/4"6' - 6 1/2"25' - 1 3/4" R-H33 R-H34 R-H35 R-H36 R H 1 7 R-H16 1 3 / 4 x 2 4 L V L L E D G E R 1 3 / 4 x 2 4 L V L LE D G E R 2x12 RIM 2x12 RIM R-H18 R-H14R-H13R-H11R-H10R-H9 2x12 RIM 2x12 RIM 2x12 RIM2x12 RIM 2x12 RIM 2x12 RIM 2x12 RIM 2x12 RIM 2x12 RIM 2x12 RIM 2x12 RIM 2x12 RIM 2x12 RIM 2x12 RIM 2x12 RIM 2x12 RIM 2x12 RIM 2 ' 0 " 2 5 ' 1 3 / 4 " 6 ' 5 1 / 2 " 2 5 ' 1 3 / 4 " 2 ' 0 " 25' - 6" 16' - 11 1/2" 16' - 11 1/2" 9' - 6 3/4" 25' - 1 3/4" 25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 8 3/4" 25' - 6" 25' - 6" 25' - 6" 16' - 11 1/2" 33' - 5 1/2"16' - 11 1/2" 16' - 11 1/2"16' - 11 1/2"16' - 11 1/2" 16' - 11 1/2"16' - 11 1/2"16' - 11 1/2" 33' - 5 1/2"25' - 6"25' - 6"9' - 8 3/4" R-H12 R -H15 R-H29R-H30R-H31R-H32 2x12 RIM R-B1 1 3/4x24 LVL LEDGER R-H1 R -H3 R-H6 2x12 RIM 2x12 RIM R-H37R-H38 R-H39R-H40 1 3/4x24 LVL LEDGER R-B2 R-H5 R -H4 1 3/4x24 LVL LEDGER 2x12 RIM 2x12 RIM 2x12 RIM 2x12 RIM @ 2x81' - 4" R -H19 R-H28 R -H25 @24'' FLR TRUSS 2' - 0" 2x12 RIM 2x12 RIM 2 x 1 2 R I M 2x12 RIM 2x12 RIM 2x12 RIM 2x12 RIM 2x12 RIM R B 4 @ 24'' FLR TRUSS2' - 0"@ 24'' FLR TRUSS2' - 0" @ 24'' FLR TRUSS2' - 0" @ 24'' FLR TRUSS2' - 0" R-H41 R-H2 24'' LADDER TRUSS ON SHEAR WALL 24'' LADDER TRUSS ON SHEAR WALL 24'' LADDER TRUSS ON SHEAR WALL 24'' LADDER TRUSS ON SHEAR WALL SHEARWALL LINE ALIGN FLOOR TRUSS SHEARWALL LINE ALIGN FLOOR TRUSS SHEARWALL LINE ALIGN FLOOR TRUSS SHEARWALL LINE ALIGN FLOOR TRUSS SHEARWALL LINE ALIGN FLOOR TRUSS 24'' LADDER TRUSS ON SHEAR WALL 24'' LADDER TRUSS ON SHEAR WALL 24'' LADDER TRUSS ON SHEAR WALL 24'' LADDER TRUSS ON SHEAR WALL 2 4 ' ' L A D D E R T R U S S O N S H E A R W A L L @ 24'' FLR TRUSS2' - 0" @ 24'' FLR TRUSS 2' - 0" @ 24'' FLR TRUSS 2' - 0" @ 24'' FLR TRUSS 2' - 0" @ 24'' FLR TRUSS 2' - 0" @ 24'' FLR TRUSS 2' - 0" 24'' LADDER TRUSS ON SHEAR WALL 24'' LADDER TRUSS ON SHEAR WALL SHEARWALL LINE ALIGN FLOOR TRUSS SHEARWALL LINE ALIGN FLOOR TRUSS SHEARWALL LINE ALIGN FLOOR TRUSS 2 4 ' ' L A D D E R T R U S S O N S H E A R W A L L S H E A R W A L L L I N E A L I G N F L O O R T R U S S S H E A R W A L L L I N E A L I G N F L O O R T R U S S S H E A R W A L L L I N E A L I G N F L O O R T R U S S S H E A R W A L L L I N E A L I G N F L O O R T R U S S 2 4 ' ' L A D D E R T R U S S O N S H E A R W A L L 2 4 ' ' L A D D E R T R U S S O N S H E A R W A L L 2 4 ' ' L A D D E R T R U S S O N S H E A R W A L L @ 24'' FLR TRUSS2' - 0" @ 24'' FLR TRUSS2' - 0" @ 24'' FLR TRUSS2' - 0" @24'' FLR TRUSS 2' - 0" @24'' FLR TRUSS 2' - 0" @ (2) 2x81' - 4" @ 24'' FLR TRUSS2' - 0" @24'' FLR TRUSS 2' - 0" @ 24'' FLR TRUSS 2' - 0" SHEARWALL LINE ALIGN FLOOR TRUSS 2x8 DRAG STRUT BLOCKING 2x8 DRAG STRUT BLOCKING 2x8 DRAG STRUT BLOCKING 2x8 DRAG STRUT BLOCKING 2x12 RIM 2x12 RIM (3) BAYS OF SOLID BLOCKING, 24" O.C. (4) BAYS OF SOLID BLOCKING, 32" O.C. (5) BAYS OF SOLID BLOCKING, 32" O.C. R-W1R-W1R-W1 R-W1 R-W1B R-W1 R-W1 R-W1 R-W1 R-W1 R-W1 R-W1 R-W1 R-W1R-W1R-W1R-W1R-W1R-W1R-W1R-W1 R-W1BR-W1BR-W1B R-W1R-W1 R-W1 R-W1 R-W1 R-W1 R-W1R-W1R-W1R-W1 R-W1R-W1R-W1 R-W1 R-W1 R-W1 R-W1 R-W1 R-W1 R-W1 R-W1 R-W1BR-W1R-W1R-W1R-W1R-W1R-W1 R-W1BR-W1BR-W1 R-W1 R-W2 R-W2 R-W2 R-W2 R-W2 R-W2 R-W2BR-W2R-W2R-W2R-W2R-W2R-W2R-W2 R-W2 R-W1 R-W2 R-W2 R-W2R-W2R-W2 R-W2B @ 2x81' - 4" ( 2 ) 2 x 8 D R A G S T R U T B L O C K I N G (3) BAYS OF SOLID BLOCKING 16" O.C. 2X8 DRAG STRUT BLOCKING 5 S203 ELEV STAIR 3 STAIR 2 STAIR 1 S106 3 S106 2 @ 2x81' - 4" 2x12 RIM @ 2x81' - 4" 5 S203 Sim 9 S203 Sim1 11 S203 (2) BAYS OF SOLID BLOCKING, 32" O.C. (2) BAYS OF SOLID BLOCKING, 32" O.C., EA. SIDE (4) BAYS OF SOLID BLOCKING, 32" O.C. (3) BAYS OF SOLID BLOCKING, 32" O.C. (2) BAYS OF SOLID BLOCKING, 32" O.C. (3) BAYS OF SOLID BLOCKING, 32" O.C. (3) BAYS OF SOLID BLOCKING, 32" O.C. (3) BAYS OF SOLID BLOCKING, 32" O.C. (3) BAYS OF SOLID BLOCKING, 32" O.C. (3) BAYS OF SOLID BLOCKING, 32" O.C. (3) BAYS OF SOLID BLOCKING, 32" O.C. (3) BAYS OF SOLID BLOCKING, 32" O.C. (3) BAYS OF SOLID BLOCKING, 32" O.C. 24'' LADDER TRUSS ON SHEAR WALL 24'' LADDER TRUSS ON SHEAR WALL 24'' LADDER TRUSS ON SHEAR WALL 24'' LADDER TRUSS ON SHEAR WALL 2x8 DRAG STRUT BLOCKING 1 3/4x24 LVL LEDGER 2x8 @ 16" O.C. S H E A R W A L L L I N E A L I G N F R A M I N G 2x10 @ 24" O.C. 1 3 / 4 x 2 4 L V L L E D G E R 1 3 / 4 " x 2 4 L V L L E D G E R 2x8 DRAG STRUT BLOCKING ( 2 ) 2 x 8 D R A G S T R U T B L O C K I N G AT ROOF, IN LIEU OF 2X8 CORRIDOR FRAMING, CANTILEVER TOP CHORD OF TRUSS TO CENTER OF CORRIDOR AS SHOWN, TYPICAL AT ROOF, IN LIEU OF 2X8 CORRIDOR FRAMING, CANTILEVER TOP CHORD OF TRUSS TO CENTER OF CORRIDOR AS SHOWN, TYPICAL 2x8 @ 1'-4" 2x8 @ 16" O.C. 2x8 @ 16" O.C. 13 S203 TYP 14 S203 TYP 13 S203 TYP 14 S203 TYP SIM SIM SIM SIM 17 S203 TYP 18 S203 TYP 2 2 2 15 S203 TYP 16 S203 TYP 2 TYPICAL FRAMING PLAN REVISIONS: 1. 24" LADDER TRUSS SUBSTITUTED FOR 1 3/4 X 24" LVL ATOP ALL SHEAR WALLS, TYP. SEE SHEAR WALL KEY PLAN AND DETAILS, SHEETS S107 AND S204 2. DRAG STRUT BLOCKING REDUCED OR ELIMINATED AT ALL CORRIDORS - SEE SHEAR WALL KEY PLAN AND SCHEDULE, SHEET S107 3. 2X12 RIM SUBSTITUTED FOR 1 3/4" X 24" LVL RIM AT ALL NONMASONRY EXTERIOR WALLS AND INTERIOR CORRIDORS. SEE REFERENCED DETAILS, THIS SHEET. 4. END BAY BLOCKING - REDUCED NUMBER OF BAYS AND LARGER SPACING, TYPICAL. 2 2 2 2 2 2 2 2 LOAD BEARING WALL BELOW - SEE ARCH. DWGS. FOR WALL TYPE SHEAR WALL BELOW - SEE ARCH. DWGS. FOR WALL TYPE POST BELOW HEADER OR BEAM HANGER COORDINATE WITH ARCHITECTURAL DRAWINGS CC DD 1413 2 x 8 P T L E D G E R 2 x 8 P T L E D G E R 2x8 PT LEDGER 2x8 PT LEDGER @ 2 x 8 1 ' 4 " 6 S203 2x8 @ 1'-4" 2x8 PT LEDGER 2x8 PT LEDGER 2 x 8 P T L E D G E R 2 PROVIDE W8X13 HOIST BEAM 15 B C 1 2x8 PT LEDGER 2x8 PT LEDGER 2x8 PT LEDGER 2x8 PT LEDGER @ 2x81' - 4" HOIST BEAM T.O.S. = 13'-4" A.F.F. RATED FOR 7,500 LBS 6 S203 Sim W8X15 11 S203 1 110 South Albany Street Ithaca, New York 14850 607.277.1118 www.taitem.com The Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal. This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional. CONSULTANTS DRAWN BY: COPYRIGHT: © 2019 VECINO DESIGN PROJECT NUMBER: DATE: 10/16/2019 11:21:53 AMP:\Design\R-Z\Vecino Ithaca Arthaus - 18738\3. Drawings\Structural\Current Revit\Arthaus_Struc.rvt ROOF FRAMING PLAN S106 18260 DM Ithaca Arthaus 130 CHERRY STREET, ITHACA TOMPKINS COUNTY, NEW YORK 06/10/2019 ROOF - INTERIOR BEARING WALL HEADER SCHEDULE MARKTYPEDESCRIPTIONFLUSH / DROPPEDBEARING (EA. END, U.N.O.) R-H1(3) 2x8DOOR HEADERDROPPEDJ-2 R-H2(3) 2x8DOOR HEADERDROPPEDJ-2 R-H3(3) 2x8DOOR HEADERDROPPEDJ-2 R-H4(3) 2x8DOOR HEADERDROPPEDJ-2 R-H5(3) 2x8DOOR HEADERDROPPEDJ-2 R-H6(3) 2x8DOOR HEADERDROPPEDJ-2 R-H724'' TRUSS GIRDERCORRIDOR HEADERFLUSHP-2, HG-8 R-H8(2) 2x8CORRIDOR HEADERFLUSHP-2 R-H9(3) 2x8DOOR HEADERDROPPEDJ-2 R-H10(3) 2x8DOOR HEADERDROPPEDJ-2 R-H11(3) 2x8DOOR HEADERDROPPEDJ-2 R-H12(3) 2x8DOOR HEADERDROPPEDJ-2 R-H13(3) 2x8DOOR HEADERDROPPEDJ-2 R-H14(3) 2x8DOOR HEADERDROPPEDJ-2 R-H15(3) 2x8DOOR HEADERDROPPEDJ-2 R-H16(3) 2x8CORRIDOR HEADERFLUSHP-2 R-H17(2) 2x8CORRIDOR HEADERFLUSHP-2 R-H18(3) 2x8DOOR HEADERDROPPEDJ-2 R-H19(3) 2x8DOOR HEADERDROPPEDJ-2 R-H20(2) 2x8CORRIDOR HEADERFLUSHP-2 R-H21(3) 2x8DOOR HEADERDROPPEDJ-2 R-H22(3) 2x8DOOR HEADERDROPPEDJ-2 R-H23(3) 2x8DOOR HEADERDROPPEDJ-2 R-H24(3) 2x8DOOR HEADERDROPPEDJ-2 R-H25(3) 2x8DOOR HEADERDROPPEDJ-2 R-H26(3) 2x8DOOR HEADERDROPPEDJ-2 R-H27(3) 2x8DOOR HEADERDROPPEDJ-2 R-H2824'' TRUSS GIRDERCORRIDOR HEADERFLUSHP-2, HG-14 R-H29(3) 2x8DOOR HEADERDROPPEDJ-2 R-H30(3) 2x8DOOR HEADERDROPPEDJ-2 R-H31(3) 2x8DOOR HEADERDROPPEDJ-2 R-H32(3) 2x8DOOR HEADERDROPPEDJ-2 R-H3324'' TRUSS GIRDERCORRIDOR HEADERFLUSHP-2, HG-14 R-H34(3) 2x8DOOR HEADERDROPPEDJ-2 R-H35(3) 2x8DOOR HEADERDROPPEDJ-2 R-H36(3) 2x8DOOR HEADERDROPPEDJ-2 R-H37(3) 2x6HEADER BELOWDROPPEDEnds: J-1 JACK, P-1 KING; Midspan: J-2 JACK R-H38(3)1 3/4x7 1/4 LVLHEADER BELOWDROPPEDJ-2 R-H39(2)1 3/4x7 1/4 LVLHEADER BELOWDROPPEDJ-2, HG-5 R-H40(3)1 3/4x7 1/4 LVLHEADER BELOWDROPPEDJ-2 R-H41(3) 2x8DOOR HEADERDROPPEDJ-2 ROOF - BEAM SCHEDULE MARKTYPEFLUSH / DROPPEDBEARINGDEVELOPMENT (EA. SIDE) R-B124'' TRUSS GIRDER FLUSHSouth end: HG-9, North end: P-2, HG-10 R-B224'' TRUSS GIRDER FLUSHP-22' - 0" R-B324'' TRUSS GIRDER FLUSHP-21' - 0" R-B424'' TRUSS GIRDER FLUSHSouth end: HG-4, North end: P-2, HG-4 POST SCHEDULE TYPE MARKTYPE P-1(1) 2x6 P-2(2) 2x6 P-3(3) 2x6 P-4(4) 2x6 P-5(5) 2x6 P-6(6) 2x6 1/8" = 1'-0" 1 ROOF FRAMING PLAN BEAM HANGER SCHEDULE TYPECAPACITY REQUIRED MANUFACTURER / MODEL * HG-42,700 LBS HG-53,338 LBS HG-83,000 LBS HG-95,000 LBS HG-105,600 LBS HG-114,500 LBS HG-125,700 LBS HG-136,500 LBS HG-144,050 LBS * SUBMIT FOR REVIEW AND APPROVAL GENERAL FRAMING PLAN NOTES 1.NOT USED 2.TRUSSES SHALL BE JOIST HANGERED TO RIM BOARD WHERE RIM SERVES AS THE HEADER. IN LIEU OF JOIST HANGERS, SEE DETAIL _/S__ 3.ALL LVL RIMS TO BE 2.0E 3100FB 4.24" LADDER TRUSS OCCURS AT TOP OF ALL INTERIOR SHEAR WALLS. LADDER TRUSS MUST BE INSTALLED ON CORRECT SIDE OF SHEAR WALL FOR ALIGNMENT OF DRAG STRUT AND TRUSS (WHERE APPLICABLE), AND TO AVOID CONFLICT WITH WINDOWS. INSTALL ON THE SIDE THAT HAS THE LABEL "24" LADDER TRUSS ON SHEAR WALL". 5.SEE S107, SHEAR WALL KEY PLAN, FOR SHEAR WALL LINES. ALIGN TRUSS WITH SHEAR WALL LINES AS INDICATED ON FRAMING PLANS TO FACILITATE FASTENING OF PLYWOOD. SEE "DRAG STRUT / PLYWOOD FASTENING SCHEDULE AT SHEAR WALL LINES" ON S107 FOR DETAILS. 6.INSTALL BLOCKING FOR DRAG STRUTS AS SHOWN. SEE S107, SHEAR WALL KEY PLAN, FOR FURTHER DRAG STRUT INFORMATION AND NAILING. 7.FASTENING FOR ALL FLOOR SHEATHING SHALL BE 10d NAILS WITH A 6-12 PATTERN EXCEPT AS INDICATED ON "DRAG STRUT / PLYWOOD FASTENING SCHEDULE AT SHEAR WALL LINES ON SHEET S107. 8.FASTEN SHEATHING TO END BLOCKING WITH EDGE SPACING PATTERN. 9.IF EXTERIOR AND/OR INTERIOR SHEAR WALL SYSTEM IS PANELIZED, ALL PANELS SHALL BE FASTENED PER 12/S203 10.TOP PLATES AT INTERSECTING WALLS SHOULD BE SPLICED TO ENSURE PROPER CONNECTION (SHEAR AND BEARING WALLS). ROOF FRAMING PLAN NOTES 1.ROOF TRUSS TOP CHORD SHALL BE PITCHED 1/4" PER FOOT FROM EXTERIOR WALL INTO BUILDING. SEE ROOF PITCH PLAN, THIS SHEET. COORDINATE W/ ARCHITECTURAL ROOF PLAN. MINIMUM HEIGHT OF TRUSS SHALL BE 24" 2.AT ROOF, IN LIEU OF 2X8 CORRIDOR FRAMING, CANTILEVER TOP CHORD OF TRUSS TO CENTER OF CORRIDOR AS SHOWN, TYPICAL 3.PROVIDE PARAPET INTEGRAL TO TRUSS WITH VERTICAL EXTENSION OF END WEB MEMBER. UPPER FLOORS FRAMING PLAN LEGEND POST SCHEDULE NOTES 1.ALL POSTS ARE KING STUDS, UNLESS OTHERWISE NOTED 2.FULLY BLOCK FLOOR CAVITY AT POSTS WITH SAME NUMBER OF STUDS ROOF - EXTERIOR WALL HEADER SCHEDULE TYPE MARK NOMINAL OPENINGDESCRIPTIONBEARING (EA. END)COMMENTS R-W13'-0"(2) 2X8J-2 R-W1B3'-0"(2) 2X8J-2FLOOR FRAMING PARALLEL TO WALL R-W26'-0"(2) 1 3/4" X 7.25 LVLJ-3 R-W2B6'-0"(2) 1 3/4" X 7.25 LVLJ-3FLOOR FRAMING PARALLEL TO WALL WALL FRAMING SCHEDULE FLOORFRAMING ALL EXTERIOR WOOD FRAMED WALLS 5:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 4:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 3:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT 32" O.C. (THIRD POINTS) 2:(2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT INTERIOR LOAD-BEARING WOOD FRAMED WALLS 5:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 4:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT 32" O.C. (THIRD POINTS) 3:(2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 2:(2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT NTS 4 ROOF PITCH PLAN 1/8" = 1'-0" 3 PARAPET FRAMING PLAN AT STAIR 1 1/8" = 1'-0" 2 PARAPET FRAMING PLAN AT ELEVATOR 1 JACK SCHEDULE TYPE MARKTYPE J-1(1) 2X6 J-2(2) 2X6 J-3(3) 2X6 J-4(4) 2X6 J-5(5) 2X6 J-6(6) 2X6 JACK SCHEDULE NOTES 1.ADD KING STUD AT ALL JACK STUD LOCATIONS 2.FULLY BLOCK FLOOR CAVITY AT JACKS WITH SAME NUMBER OF STUDS 2 2 2 2 2 2 2 REV.DESCRIPTIONDATE 1ADDENDUM #207/15/2019 2ADDENDUM #410/15/2019 Stair Roof Clarification (Stairs 2 and 3) RFI 87 RFI 57 - Truss BlockingRFI 57 King Studs at Opening RFI 51 King Studs at Opening RFI 51 King Studs at Opening RFI 51 SHEAR WALL LINE CHMZ SHEAR WALL LINE DJ SHEAR WALL LINE EK SHEAR WALL LINE F SHEAR WALL LINE A D S C H M Z . 1 D S D J D S E K D S F SHEAR WALL LINE 1 SHEAR WALL LINE 8 SHEAR WALL LINE 2-16 SHEAR WALL LINE 4 SHEAR WALL LINE 5 SHEAR WALL LINE 6 SHEAR WALL LINE G SHEAR WALL LINE 15 DS - 216.2 DS 2-16.1 DS - 4 DS - 5 DS - 6 DS - 8 DS - N SHEAR WALL LINE Q SHEAR WALL LINE P SHEAR WALL LINE N SHEAR WALL LINE CHMZ DS - P DS - Q DS - T SHEAR WALL LINE T SHEAR WALL LINE 13 SHEAR WALL LINE 11-22 SHEAR WALL LINE 10-21 DS 11DS 11-22.1 D S C H M Z . 4 S H E A R W A L L L I N E C H M Z S H E A R W A L L L I N E V D S V S H E A R W A L L L I N E A A D S A A S H E A R W A L L L I N E B B D S B B S H E A R W A L L L I N E X D S X S H E A R W A L L L I N E D D D S D D (2) HOLD-DOWNS (1) HOLDDOWN (1) HOLD-DOWN (1) HOLD-DOWN (2) HOLD-DOWNS (1) HOLD-DOWN (2) HOLD-DOWNS (1) HOLDDOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (2) HOLD-DOWNS (2) HOLD-DOWNS (1) HOLD-DOWN (1) HOLD-DOWN (2) HOLD-DOWNS (2) HOLD-DOWNS (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 (2) HOLD-DOWNS (2) HOLD-DOWNS (1) HOLD-DOWN ( 1 ) H O L D D O W N , T Y P E " B " ( 1 ) H O L D D O W N , T Y P E " B " ( 1 ) H O L D D O W N (1) HOLD-DOWN (2) HOLD-DOWNS (2) HOLD-DOWNS (1) HOLD-DOWN (1) HOLD-DOWN (2) HOLD-DOWNS (2) HOLD-DOWNS ( 1 ) H O L D D O W N ( 2 ) H O L D D O W N S ( 2 ) H O L D D O W N S , T Y P E " B " ( 1 ) H O L D D O W N (1) HOLD-DOWN (2) HOLD -DOWNS ( 1 ) H O L D D O W N ( 1 ) H O L D D O W N , T Y P E " B " ( 1 ) H O L D D O W N , T Y P E " B " ( 1 ) H O L D D O W N (1) HOLD-DOWN (2) HOLD-DOWNS ( 1 ) H O L D D O W N , T Y P E " B " ( 2 ) H O L D D O W N S , T Y P E " B " ( 1 ) H O L D D O W N , T Y P E " B " DS -13 SHEAR WALL LINE 11-22 SHEAR WALL LINE 9 SHEAR WALL LINE 2-16 SHEAR WALL LINE 10-21 CHMZ.1 CHMZ.4 C H M Z . 5 CHMZ.2 2-16.2 2-16.1 G.1G.2G .3 DS - 10-21 10-21.2 10-21.1 11-22.2 11-22.1 15.2 15.1 13.3 13.2 13.1 (1) HOLD-DOWN CHMZ.3 N PLYWOOD FASTENING AT EXTERIOR WALL, TYPICAL, UNLESS NOTED OTHERWISE SHEAR WALL LINE DJ SHEAR WALL LINE EK PLYWOOD FASTENING AT OFFSET SHEAR WALLS, TYP S204 6 TYP SHEAR TRANSFER CLIP DETAIL, TYPICAL SHEAR WALL LINE 8 SHEAR WALL LINE 4 SHEAR WALL LINE 5 SHEAR WALL LINE 6 SHEAR WALL LINE 13 PLYWOOD FASTENING AT TYPICAL CORRIDOR SHEAR WALL DS - CHMZ.2 DS CHMZ.3 S204 11 S204 13 Sim TWO HOLD-DOWNS AT EXTERIOR CORNER, TYPICAL S204 14 TYP HOLD-DOWN AT "T" INTERSECTION, TYPICAL S204 12 Sim S204 11 S204 11 S204 11 9 S204 TYP HOLD-DOWN ANCHOR BOLT DETAIL, AT PERIMETER, TYP 10 S204 TYP HOLD-DOWN ANCHOR BOLT DETAIL, AT PLANK, TYP 8 S204 Sim 10 S204 TYPTYP SIM SIM S204 4 TYP S204 3 TYP 1 S204 1 Sim S204 2 Sim S204 2 Sim S204 15 Sim DRAG STRUT DETAIL AT CMU WALL, TYPICAL S204 15 Sim 2 2 2 2 S204 16 Sim 7 S204 TYP SHEAR TRANSFER ALTERNATE DETAIL, TYPICAL DRAG STRUT STRAP EXTERIOR WALL CONNECTION DETAIL, TYPICAL 8 S204 Sim S204 15 Sim 18 S204 TYP SHEAR WALL HOLD-DOWN DETAIL, TYPICAL S204.1 1 S204.1 3 S204.1 2 S204.1 4 S204 16 Sim S204 2 Sim S204 16 Sim 18 S204 TYP 2 2 2 2 2 2 2 2 ONE OR MORE HOLD-DOWNS - SEE DETAIL DRAG STRUT OR AGGRESSIVE FASTENING - SEE DRAG STRUT / PLYWOOD FASTENING SCHEDULE SHEAR WALL LINE (NAME RELATES TO GRIDLINE) SHEAR WALL LINE SEGMENT HOLD-DOWN DS - 1 A.1 SHEAR WALL LINE A 110 South Albany Street Ithaca, New York 14850 607.277.1118 www.taitem.com The Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal. This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional. CONSULTANTS DRAWN BY: COPYRIGHT: © 2019 VECINO DESIGN PROJECT NUMBER: DATE: 10/15/2019 11:37:43 AMP:\Design\R-Z\Vecino Ithaca Arthaus - 18738\3. Drawings\Structural\2019.10.15 REVIT and PDF_ADD #4\Arthaus_Struc_11.6.1_Addendum_4.rvt SHEAR WALL KEY PLAN S107 18260 DM Ithaca Arthaus 130 CHERRY STREET, ITHACA TOMPKINS COUNTY, NEW YORK 06/10/2019 NTS 1 WOOD FRAMED SHEAR WALL KEY PLAN SHEAR WALL SCHEDULE Shear Wall Line Sheathing and Fastening Pattern (See Note 1)Wall Studs Size and Spacing (See Note 2) Hold Down (Note 12) Compression Studs (Note 10) Shear Transfer Clips (Note 3) 2nd Floor 17/16" Sheathing w/ 10d x 1 1/2" Nails, 4/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD7B(6) 2X6(8) 2-16.17/16" Sheathing w/ 10d x 1 1/2" Nails, 4/12, Both Faces2x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD9B(5) 2x6(10) 2-16.27/16" Sheathing w/ 10d x 1 1/2" Nails, 4/12, Both FacesSee Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD9B(8) 2X6(24) 47/16" Sheathing w/ 10d x 1 1/2" Nails, 4/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD9B(8) 2X6(20) 57/16" Sheathing w/ 10d x 1 1/2" Nails, 4/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD9B(8) 2X6(18) 67/16" Sheathing w/ 10d x 1 1/2" Nails, 4/12, Both FacesSee Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD12B(8) 2X6(32) 87/16" Sheathing w/ 10d x 1 1/2" Nails, 4/12, Both FacesSee Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD12B(8) 2X6(20) 10-21.17/16" Sheathing w/ 10d x 1 1/2" Nails, 4/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD9B(4) 2X6(8) 10-21.27/16" Sheathing w/ 10d x 1 1/2" Nails, 4/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD9B(8) 2X6(16) 11-22.17/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12, Both FacesSee Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD9B(5) 2X6(10) 11-22.27/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12, Both FacesSee Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD9B(8) 2X6(22) 13.17/16" Sheathing w/ 10d x 1 1/2" Nails, 4/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD9B(4) 2X6(8) 13.27/16" Sheathing w/ 10d x 1 1/2" Nails, 4/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD9B(6) 2X6(10) 13.37/16" Sheathing w/ 10d x 1 1/2" Nails, 4/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD9B(4) 2X6(8) 15.17/16" Sheathing w/ 10d x 1 1/2" Nails, 4/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD7B(4) 2X6(8) 15.27/16" Sheathing w/ 10d x 1 1/2" Nails, 4/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD7B(6) 2X6(10) A7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12, Both FacesSee Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD9B(7) 2X6(32) AA7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12, Both Faces2x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD12(5) 2X6(14) BB7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12, Both Faces2x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD12(5) 2X6(14) CHMZ.17/16" Sheathing w/ 10d x 1 1/2" Nails, 4/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD9B(6) 2X6(6) CHMZ.27/16" Sheathing w/ 10d x 1 1/2" Nails, 4/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD7B(4) 2X6(8) CHMZ.37/16" Sheathing w/ 10d x 1 1/2" Nails, 4/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD7B(4) 2X6(10) CHMZ.47/16" Sheathing w/ 10d x 1 1/2" Nails, 4/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD9B(6) 2X6(16) CHMZ.57/16" Sheathing w/ 10d x 1 1/2" Nails, 4/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD7B(4) 2X6(10) DJ7/16" Sheathing w/ 10d x 1 1/2" Nails, 4/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD9B(4) 2X6(16) EK7/16" Sheathing w/ 10d x 1 1/2" Nails, 4/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD9B(4) 2X6(16) F7/16" Sheathing w/ 10d x 1 1/2" Nails, 4/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD9B(4) 2X6(16) G.17/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD7B(4) 2X6(10) G.27/16" Sheathing w/ 10d x 1 1/2" Nails, 4/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD9B(7) 2X6(14) G.37/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD9B(5) 2X6(12) N7/16" Sheathing w/ 10d x 1 1/2" Nails, 4/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD9B(5) 2X6(12) P7/16" Sheathing w/ 10d x 1 1/2" Nails, 4/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD9B(5) 2x6(12) Q7/16" Sheathing w/ 10d x 1 1/2" Nails, 4/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD9B(5) 2X6(12) T7/16" Sheathing w/ 10d x 1 1/2" Nails, 4/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD9B(5) 2X6(12) V7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12, Both Faces2x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD12(5) 2X6(14) X7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12, Both Faces2x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD12(5) 2x6(14) 3rd Floor 17/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD5B(6) 2X6(6) 2-16.17/16" Sheathing w/ 10d x 1 1/2" Nails, 4/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD7B(5) 2X6(8) 2-16.27/16" Sheathing w/ 10d x 1 1/2" Nails, 4/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD9B(8) 2X6(18) 47/16" Sheathing w/ 10d x 1 1/2" Nails, 4/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD9B(8) 2X6(14) 57/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD9B(8) 2X6(14) 67/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12, Both FacesSee Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD9B(8) 2X6(24) 87/16" Sheathing w/ 10d x 1 1/2" Nails, 4/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD9B(8) 2X6(14) 10-21.17/16" Sheathing w/ 10d x 1 1/2" Nails, 6/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD7B(4) 2X6(6) 10-21.27/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD9B(8) 2X6(12) 11-22.17/16" Sheathing w/ 10d x 1 1/2" Nails, 4/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD7B(5) 2X6(8) 11-22.27/16" Sheathing w/ 10d x 1 1/2" Nails, 4/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD7B(8) 2X6(16) 13.17/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD7B(4) 2X6(6) 13.27/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD7B(6) 2X6(8) 13.37/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD7B(4) 2X6(6) 15.17/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD5B(4) 2X6(6) 15.27/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD5B(6) 2X6(8) A7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12, Both FacesSee Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD7B(7) 2X6(24) AA7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12, Both Faces2x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD7B(5) 2X6(12) BB7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12, Both Faces2x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD7B(5) 2X6(12) CHMZ.17/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD7B(6) 2X6(4) CHMZ.27/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD5B(4) 2X6(6) CHMZ.37/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD5B(4) 2X6(8) CHMZ.47/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD7B(6) 2X6(12) CHMZ.57/16" Sheathing w/ 10d x 1 1/2" Nails, 6/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD5B(4) 2X6(8) DJ7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD7B(4) 2X6(12) EK7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD7B(4) 2X6(12) F7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD7B(4) 2X6(12) G.17/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD7B(4) 2X6(8) G.27/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD7B(7) 2X6(10) G.37/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD7B(5) 2X6(10) N7/16" Sheathing w/ 10d x 1 1/2" Nails, 4/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD7B(5) 2X6(10) P7/16" Sheathing w/ 10d x 1 1/2" Nails, 4/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD7B(5) 2X6(10) Q7/16" Sheathing w/ 10d x 1 1/2" Nails, 4/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD7B(5) 2X6(10) T7/16" Sheathing w/ 10d x 1 1/2" Nails, 4/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD7B(5) 2X6(10) V7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12, Both Faces2x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD7B(5) 2X6(12) X7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12, Both Faces2x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD7B(5) 2X6(12) 4th floor 17/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD3B(6) 2X6(4) 2-16.17/16" Sheathing w/ 10d x 1 1/2" Nails, 6/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD5B(5) 2X6(6) 2-16.27/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD7B(8) 2X6(12) 47/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD7B(8) 2X6(10) 57/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD7B(8) 2X6(10) 67/16" Sheathing w/ 10d x 1 1/2" Nails, 4/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD7B(8) 2X6(18) 87/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD7B(8) 2X6(10) 10-21.17/16" Sheathing w/ 10d x 1 1/2" Nails, 6/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD5B(4) 2X6(4) 10-21.27/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD7B(8) 2X6(10) 11-22.17/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD5B(5) 2X6(6) 11-22.27/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD5B(8) 2X6(12) 13.17/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD5B(4) 2X6(4) 13.27/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD7B(6) 2X6(6) 13.37/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD7B(4) 2X6(4) 15.17/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD3B(4) 2X6(4) 15.27/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD3B(6) 2X6(6) A7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD7B(7) 2X6(18) AA7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD3B(5) 2X6(8) BB7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD3B(5) 2X6(8) CHMZ.17/16" Sheathing w/ 10d x 1 1/2" Nails, 4/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD5B(6) 2X6(2) CHMZ.27/16" Sheathing w/ 10d x 1 1/2" Nails, 4/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD5B(4) 2X6(4) CHMZ.37/16" Sheathing w/ 10d x 1 1/2" Nails, 4/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD5B(4) 2X6(6) CHMZ.47/16" Sheathing w/ 10d x 1 1/2" Nails, 4/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD5B(6) 2X6(8) CHMZ.57/16" Sheathing w/ 10d x 1 1/2" Nails, 4/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD5B(4) 2X6(6) DJ7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD5B(4) 2X6(10) EK7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD5B(4) 2X6(10) F7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD5B(4) 2X6(10) G.17/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD5B(4) 2X6(6) G.27/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD7B(7) 2X6(8) G.37/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD5B(5) 2X6(6) N7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD5B(5) 2X6(6) P7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD5B(5) 2x6(6) Q7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD5B(5) 2x6(6) T7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD5B(5) 2X6(6) V7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD3B(5) 2X6(8) X7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD3B(5) 2X6(8) 5th floor 17/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD3B(6) 2X6(2) 2-16.17/16" Sheathing w/ 10d x 1 1/2" Nails, 6/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD3B(5) 2X6(4) 2-16.27/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD5B(8) 2X6(8) 47/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD5B(8) 2X6(6) 57/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD5B(8) 2X6(6) 67/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD5B(8) 2X6(10) 87/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD5B(8) 2X6(6) 10-21.17/16" Sheathing w/ 10d x 1 1/2" Nails, 6/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD3B(4) 2X6(2) 10-21.27/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD5B(8) 2X6(6) 11-22.17/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD3B(5) 2X6(4) 11-22.27/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD3B(8) 2X6(8) 13.17/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD3B(4) 2X6(2) 13.27/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD5B(6) 2X6(4) 13.37/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD5B(4) 2X6(2) 15.17/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD3B(4) 2X6(4) 15.27/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD3B(6) 2X6(4) A7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD5B(7) 2X6(10) AA7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD3B(5) 2X6(4) BB7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD3B(5) 2X6(4) CHMZ.17/16" Sheathing w/ 10d x 1 1/2" Nails, 4/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD3B(6) 2X6(2) CHMZ.27/16" Sheathing w/ 10d x 1 1/2" Nails, 4/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD3B(4) 2X6(2) CHMZ.37/16" Sheathing w/ 10d x 1 1/2" Nails, 4/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD3B(4) 2X6(4) CHMZ.47/16" Sheathing w/ 10d x 1 1/2" Nails, 4/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD3B(6) 2X6(6) CHMZ.57/16" Sheathing w/ 10d x 1 1/2" Nails, 4/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD3B(4) 2X6(4) DJ7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD3B(4) 2X6(6) EK7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD3B(4) 2X6(6) F7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD3B(4) 2X6(6) G.17/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD3B(4) 2X6(4) G.27/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD3B(7) 2X6(6) G.37/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203HD3B(5) 2X6(4) N7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD3B(5) 2X6(4) P7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD3B(5) 2X6(4) Q7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD3B(5) 2X6(4) T7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD3B(5) 2X6(4) V7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD3B(5) 2x6(4) X7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD3B(5) 2X6(4) SHEAR WALL SCHEDULE NOTES 1.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 PATTERN 2.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 BEARING INTERIOR SHEAR WALLS, SEE SHEAR WALL SCHEDULE FOR REQUIRED STUD SIZE, SPACING, TYPE AND BLOCKING 3.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 ONE SIDE 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 FIELD PATTERN 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" ROD DRAG STRUT / PLYWOOD FASTENING SCHEDULE AT SHEAR WALL LINES Drag Strut MarkStrap or Plywood FasteningFasteningBlockingDetailComments DS-2-16.1PLYWOOD GLUED AND NAILEDPLYWOOD GLUED AND NAILED - SEE DETAIL2 x 8 AS REQ'D1/S204.1 DS-2-16.2PLYWOOD GLUED AND NAILEDPLYWOOD GLUED AND NAILED - SEE DETAIL2 x 8 AS REQ'D15/S204 SIM., 16/S204 SIM. DS-4, DS-5, DS-6, DS-8PLYWOOD GLUED AND NAILEDPLYWOOD GLUED AND NAILED - SEE DETAIL2 x 8 AS REQ'D2/S204 SIM., 16/S204 SIM. DS-10-21PLYWOOD GLUED AND NAILEDPLYWOOD GLUED AND NAILED - SEE DETAIL2 x 8 AS REQ'D3/S204.1 DS-11-22.1PLYWOOD GLUED AND NAILEDPLYWOOD GLUED AND NAILED - SEE DETAIL2 x 8 AS REQ'D2/S204.1 DS-11-22.2PLYWOOD GLUED AND NAILEDPLYWOOD GLUED AND NAILED - SEE DETAIL2 x 8 AS REQ'D2/S204 SIM., 16/S204 SIM. DS-13PLYWOOD GLUED AND NAILEDPLYWOOD GLUED AND NAILED - SEE DETAIL2 x 8 AS REQ'D4/S204.1 DS-AA, DS-BBPLYWOOD GLUED AND NAILEDPLYWOOD GLUED AND NAILED - SEE DETAIL2 x 8 AS REQ'D2/S204 SIM., 16/S204 SIM. DS-CHMZ.1PLYWOOD GLUED AND NAILEDPLYWOOD GLUED AND NAILED - SEE DETAIL2 x 8 AS REQ'D1/S204.1 DS-CHMZ.2PLYWOOD GLUED AND NAILEDPLYWOOD GLUED AND NAILED - SEE DETAIL2 x 8 AS REQ'D2/S204 SIM. DS-CHMZ.3PLYWOOD GLUED AND NAILEDPLYWOOD GLUED AND NAILED - SEE DETAIL2 x 8 AS REQ'D2/S204 SIM. DS-CHMZ.4PLYWOOD GLUED AND NAILEDPLYWOOD GLUED AND NAILED - SEE DETAIL2 x 8 AS REQ'D2/S204.1 DS-DD, DS-XSTRAP 3" x 12GA., 38" DEVELOPMENT EA. SIDE(40) 16d x 3.5" NAILS EA. SIDE(2) 2x8 BLOCKING MIN. AT CORRIDOR15/S204 SIM.DEVELOP AND FASTEN TO TOP OF LVL RIM / LEDGER. ADD SISTER BLOCKING TO LVL / RIM AS NEEDED. SIMILAR TO SIMPSON CMST12 DS-DJ, DS-EKPLYWOOD GLUED AND NAILEDPLYWOOD GLUED AND NAILED - SEE DETAIL2 x 8 AS REQ'D1/S204 DS-FSTRAP 1.25" x 14GA., 22" DEVELOPMENT EA. SIDE(20) 10d x 3" NAILS EA. SIDE(2) 2x8 BLOCKING15/S204 SIM.DEVELOP AND FASTEN TO TOP OF LVL RIM / LEDGER. SIMILAR TO SIMPSON CS14 DS-N, DS-P, DS-Q, DS-TPLYWOOD GLUED AND NAILEDPLYWOOD GLUED AND NAILED - SEE DETAIL2 x 8 AS REQ'D2/S204 SIM., 16/S204 SIM. DS-VPLYWOOD GLUED AND NAILEDPLYWOOD GLUED AND NAILED - SEE DETAIL2 x 8 AS REQ'D2/S204 SIM., 4/S204.1 DRAG STRUT / PLYWOOD FASTENING SCHEDULE NOTES 1.ADDITIONAL NAILING FOR FASTENING STRAP TO BLOCKING: (2) NAILS PER BLOCKING BAY. WHERE STRAP PASSES PARALLEL TO JOIST OVER CORRIDOR, PROVIDE NAILING 8" O.C. WITH SAME TYPE NAILING AS ENDS ON EA. 2X BELOW. 2.WHERE SCHEDULED STRAP IS WIDER THAN FRAMING MEMBER BELOW, ADD 2X8 BLOCKING AS REQ'D TO ACHIEVE NECESSARY WIDTH. 3.SEE SHEAR WALL KEY PLAN FOR TYPICAL PLYWOOD FASTENING AND DRAG STRUT DETAILS. 4.AT SHEAR WALL LINES, PLYWOOD TO BE GLUED AND NAILING ALONG TOP OF FLOOR TRUSS TO BE 6" O.C. SHEAR WALL KEY PLAN LEGEND WALL SILL PLATE ANCHORAGE TO PLANK 1.ALL PERIMETER SHEAR WALLS SILL PLATE SHALL BE ANCHORED TO CONCRETE PLANK/BEAM BELOW WITH SIMPSON 5/8" SSTB24 @ 32" O.C. 2.ALL INTERIOR SHEAR WALLS SILL PLATE SHALL BE ANCHORED TO CONCRETE PLANK BELOW WITH 5/16" TAPCON @ 6" O.C., 3" MIN. EMBED. 3.LOAD BEARING WALLS NOT SHOWN ON THE SHEAR WALL KEY PLAN - SILL SHALL BE ANCHORED TO CONCRETE PLANK BELOW WITH 5/16" TAPCON @ 18" O.C., 3" MIN. EMBED. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 REV.DESCRIPTIONDATE 1ADDENDUM #207/15/2019 2ADDENDUM #410/15/2019 Shear Wall Sheathing RFI 100 S-1ST FLOOR 0" S-T.O. PILE CAP 387' - 6" S-T.O. GRADE BEAM @ PARKING 387' - 0" S-B.O. PILE CAP 384' - 6" GRADE BEAM - REFER TO SCHEDULE ON DWG S101 FOR SIZE AND REINFORCEMENT ASPHALT AND SUBBASE - REFER TO SITE DRAWINGS SIDEWALK WHERE IT OCCURS REFER TO SITE PLANS TYPICAL CMU REINFORCING #5 @ 24" O.C. #5 @ 24" O.C. DOWEL 36" INTO CMU W/ STANDARD HOOK AT BOTTOM. TIE HOOK INTO BOTTOM GRADE BEAM BARS COMPACTED STRUCTURAL FILL 5" 1' - 6"1' - 6" 6"2" 3' - 0" FOR SHEAR WALL END REINFORCEMENT, REFER TO DETAILS ON SHEET S202 (2) #5. SEE TYPICAL CMU REINFORCING DETAILS, SHEET S202 S-T.O. GRADE BEAM @ PARKING 387' - 0" 385' - 6" 383' - 6" 12" HDPE - REFER TO CIVIL DRAWINGS GRADE BEAM - SEE PLAN AND SCHEDULE FOR TYPE AND REINFORCING (+/-) REFER TO CIVIL DWGS. 384' - 6" 2' - 6" 1' - 0" 1' - 0"4' - 0"1' - 0" STIRRUPS #4 @ 9" O.C. FOR 8'-0" AT LOCATION OF PIPE 8' - 0" COMPACTED STRUCTURAL FILL (10) #7 BARS, T&B (5) #7 BARS, T&B #5 @ 7" STIRRUPS EQEQ 1' - 9"4' - 0"1' - 9" 7' - 6" 4' - 0" 3' - 0" (4) #6 @ EA. PILE 18" DEVELOPMENT W/ 12" HOOK. WELDED TO HP, 5" LONG, 3/8" WELD EA. BAR COLUMN ABOVE 6" (5) #7 E.W., T&B EQEQ 4' - 0" EQEQ 4' - 0" 3' - 0" 6" NOTE: HOOKED PILE TENSION REBAR DOES NOT OCCUR @ SINGLE PILE CAP S202 4 SEE DETAIL FOR PILE SPACING DIMENSIONS #5 @ 10" O.C. STIRRUPS AROUND (8) BARS #5 @ 10" O.C. STIRRUPS AROUND (8) BARS #5 @ 10" O.C. STIRRUPS AROUND (8) BARS #5 @ 10" O.C. STIRRUPS AROUND (8) BARS #8 @ 8" O.C., EA. WAY, TOP AND BOTTOM 22' - 4 3/4" 3' - 6" 1' - 6" 1' - 6" 12' - 7 1/4" 9' - 8" 9' - 4" 12' - 8 3/4" 3' - 6"14' - 11 1/4" S-1ST FLOOR 0" S-T.O. GRADE BEAM @ MAIN FLOOR 389' - 0" #4 @ 12" O.C. (2) #5 LONGITUDINAL (2) #5 LONGITUDINAL REFER TO DWG S101.1 FOR SLAB REINFORCEMENT GRADE BEAM - REFER TO GRADE BEAM SCHEDULE ON DWG S101 FOR SIZE AND REINFORCEMENT 1' - 6" 1' - 6" METAL STUD WALL WHERE IT OCCURS REFER TO ARCH. DWGS. 10" CMU WALL. TYPICAL CMU REINFORCING #5 @ 24" O.C. EXTERIOR INSULATION - REFER TO ARCH. DRAWINGS VAPOR BARRIER COMPACTED STRUCTURAL FILL SIDEWALK WHERE IT OCCURS - REFER TO SITE PLANS 9" 14" 1' - 0" NOTCH GRADE BEAM AT PERIMETER FOR SIDEWALK AND GRADING 1' - 1" 5" PILE BEYOND 8" 6" 3' - 0" (2) #5. SEE TYPICAL CMU REINFORCING DETAILS, SHEET S202 #5 @ 24" O.C. DOWEL 36" INTO CMU W/ STANDARD HOOK AT BOTTOM. TIE HOOK INTO BOTTOM GRADE BEAM BARS S-1ST FLOOR 0" S-T.O. GRADE BEAM @ MAIN FLOOR 389' - 0" #4 @ 12" O.C. (3) #6 LONGITUDINAL REFER TO DWG S101.1 FOR SLAB REINFORCEMENT GRADE BEAM - REFER TO GRADE BEAM SCHEDULE ON DWG S101 FOR SIZE AND REINFORCEMENT 9" 14" 2 S-1ST FLOOR 0" S-T.O. PILE CAP 387' - 6" S-T.O. GRADE BEAM @ PARKING 387' - 0" S-B.O. PILE CAP 384' - 6" PILE CAP BEYOND - SEE PLAN FOR TYPE, SIZE AND REINFORCING GRADE BEAM - REFER TO SCHEDULE ON DWG S101 FOR SIZE AND REINFORCEMENT ASPHALT AND SUBBASE - REFER TO SITE DRAWINGS COMPACTED STRUCTURAL FILL S202 3 SEE DETAIL FOR PILE SPACING DIMENSIONS FOR GRADE BEAM REINFORCEMENT, REFER TO GRADE BEAM SCHEDULE ON DRAWING S101 #5 @ 10" O.C. STIRRUPS AROUND (8) BARS #8 @ 8" O.C., EA. WAY, TOP AND BOTTOM #5 @ 10" O.C. STIRRUPS AROUND (8) BARS #5 @ 10" O.C. STIRRUPS AROUND (8) BARS 14' - 1 1/2" 14' - 4 3/4" 20' - 9 1/2" 14' - 1 1/2" 1' - 6"12' - 7 1/2" 3 ' - 6 " 3' - 6" S202 2 SEE DETAIL FOR PILE SPACING DIMENSIONS #5 @ 10" O.C. STIRRUPS AROUND (8) BARS 12' - 7 3/4" 20' - 6 3/4" #5 @ 10" O.C. STIRRUPS AROUND (8) BARS #5 @ 10" O.C. STIRRUPS AROUND (8) BARS #8 @ 8" O.C., EA. WAY, TOP AND BOTTOM FOR GRADE BEAM REINFORCEMENT, REFER TO GRADE BEAM SCHEDULE ON DRAWING S101 S5 SH S-1ST FLOOR 0" S-T.O. GRADE BEAM @ MAIN FLOOR 389' - 0" #4 @ 12" O.C. (2) #6 LONGITUDINAL REFER TO DWG S101.1 FOR SLAB REINFORCEMENT REFER TO GRADE BEAM SCHEDULE ON DWG S101 FOR SIZE AND REINFORCEMENT 8" 16" COMPACTED STRUCTURAL FILL VAPOR BARRIER EQEQ 1 S202 1 SEE DETAIL FOR PILE SPACING DIMENSIONS 3' - 6" 1' - 9" 7' - 8 3/4" 14' - 6 3/4" 12' - 9 3/4" 11' - 2 3/4" #5 @ 10" O.C. STIRRUPS #5 @ 10" O.C. STIRRUPS AROUND (8) BARS #5 @ 10" O.C. STIRRUPS AROUND (8) BARS #8 @ 8" O.C., EA. WAY, TOP AND BOTTOM SC S1 S-1ST FLOOR 0" S-T.O. PILE CAP 387' - 6" S-T.O. GRADE BEAM @ PARKING 387' - 0" S-B.O. PILE CAP 384' - 6" PILE CAP BEYOND, WHERE IT OCCURS - SEE PLAN FOR TYPE, SIZE AND REINFORCING GRADE BEAM - REFER TO SCHEDULE ON DWG S101 FOR SIZE AND REINFORCEMENT ASPHALT AND SUBBASE - REFER TO SITE DRAWINGS COMPACTED STRUCTURAL FILL 1' - 6"1' - 6" 6"2" 10" CMU. TYPICAL CMU REINFORCING #5 @ 24" O.C. #5 @ 24" O.C. DOWEL 36" INTO CMU W/ STANDARD HOOK AT BOTTOM. TIE HOOK INTO BOTTOM GRADE BEAM BARS (2) #5. SEE TYPICAL CMU REINFORCING DETAILS, SHEET S202 3' - 0" PILE BEYOND S-T.O. GRADE BEAM @ MAIN FLOOR 389' - 0" S-T.O. GRADE BEAM @ PARKING 387' - 0" S-B.O. PILE CAP 384' - 6" 6' - 0" GRADE BEAM GB-6 AT MAIN FLOOR . SEE GRADE BEAM SCHEDULE FOR TYPICAL REINFORCING GRADE BEAM AT PARKING WHERE IT INTERSECTS GRADE BEAM GB-6 3' - 0" PILES 4 5 . 0 0 ° 2" 6" (3) #6 BARS (5) #6 BARS NOTE: AT ALL LOCATIONS WHERE PARKING GRADE BEAM INTERSECTS MAIN FLOOR GRADE BEAM GB-6, THICKEN GRADE BEAM GB-6 AND ADD REINFORCING AS SHOWN 1' - 6" 1' - 6" 1' - 6" 18" MIN. FROM CENTER OF PILE 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" 1' - 4" WATERPROOFING REFER TO ARCH. DWGS. SIDEWALK WHERE IT OCCURS - REFER TO SITE PLANS S-FIRST FLOOR 389'-6" 5' - 0" 3' - 0" 2' - 0" 5' - 0" 10" 1' - 4"2' - 0" 2' - 0" SLAB - REFER TO PLAN FOR REINFORCING VAPOR BARRIOR COMPACTED STRUCTURAL FILL WATERSTOP 110 South Albany Street Ithaca, New York 14850 607.277.1118 www.taitem.com The Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal. This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional. CONSULTANTS DRAWN BY: COPYRIGHT: © 2019 VECINO DESIGN PROJECT NUMBER: DATE: 10/15/2019 11:37:49 AMP:\Design\R-Z\Vecino Ithaca Arthaus - 18738\3. Drawings\Structural\2019.10.15 REVIT and PDF_ADD #4\Arthaus_Struc_11.6.1_Addendum_4.rvt FOUNDATION SECTIONS AND DETAILS S201 18260 DM Ithaca Arthaus 130 CHERRY STREET, ITHACA TOMPKINS COUNTY, NEW YORK 06/10/2019 3/4" = 1'-0" 4 GRADE BEAM AT PARKING PERIMETER 3/4" = 1'-0" 6 GRADE BEAM SECTION AT THICKENING FOR PIPE 1/2" = 1'-0" 8 PC-2 PLAN AND SECTION DETAIL 1/2" = 1'-0" 7 PC-1 PLAN AND SECTION DETAIL 3/8" = 1'-0" 10 STAIR CORE #1 / ELEVATOR #2 MAT REINFORCING, PLAN VIEW 3/4" = 1'-0" 1 GRADE BEAM / FLOOR SLAB AT MAIN LEVEL PERIMETER 3/4" = 1'-0" 2 GRADE BEAM / FLOOR SLAB AT MAIN LEVEL INTERIOR 3/4" = 1'-0" 5 GRADE BEAM AT PARKING INTERIOR 3/8" = 1'-0" 11 STAIR CORE #2 MAT REINFORCING, PLAN VIEW 3/8" = 1'-0" 12 STAIR CORE #3 MAT REINFORCING, PLAN VIEW 3/4" = 1'-0" 3 14 X 24 GRADE BEAM DETAIL 3/8" = 1'-0" 14 ELEVATOR CORE MAT REINFORCING - PLAN VIEW 1 3/4" = 1'-0" 15 GRADE BEAM AT PARKING INTERIOR SHEAR WALL 3/4" = 1'-0" 9 GRADE BEAM GB-6 THICKENING AT INTERSECTION WITH PARKING GRADE BEAM 2 3/8" = 1'-0" 13 ELEVATOR CORE SECTION 2 REV.DESCRIPTIONDATE 1ADDENDUM #207/15/2019 2ADDENDUM #410/15/2019 RFI 71 - Stair #2 Below Grade Insulation RFI 71 RFI 22 W.O./PILASTER W.O./PILASTER W/PILASTER ALT-1 W/PILASTER ALT-2 W/PILASTER ALT-1 W/PILASTER ALT-2 TYPICAL 10" CMU WALLS REINF. @ CORNER DETAIL TYPICAL 10" CONC. WALLS REINF. @ CORNER DETAIL TYPICAL 10" CMU WALLS REINF. @ ENDS DETAILTYPICAL 10" CMU WALLS REINF. @ INTERSECTION DETAIL TYPICAL 10" CMU WALLS REINF. @ CONTROL JOINT DETAIL SCALE: 3/4"=1'-0" HEAVY DUTY HORIZONTAL TRUSS REINF. SUCH AS "DUR-O-WALL" EVERY OTHER COURSE ABOVE GRADE, EVERY COURSE BELOW GRADE, TRUSS TYPE #5 @ 24" O.C. VERT. (10) #6 VERT. AT ALL CORNERS SIDE RODS ŏ 3/16" CROSS ROD #9 MIN LAP 6" *CMU GROUTED SOLID SCALE: 3/4"=1'-0" #5 @ 24" O.C., VERT., E.F. (10) #6 VERT. AT ALL CORNERS **ALL VERT. BARS SHALL BE EMBED./SPLICED INTO POURED FOUNDATION WALLS, 36" MIN. #5 @ 18" O.C., HORZ., E.F. UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE #5 @ 18" O.C., HORZ. CORNER BARS (TYP.) 30" 30" ***ALL CMU SHALL BE RUNNING BOND PATTERN. #5 @ 24" O.C., VERT., E.F. VERT. BARS #5 @ 18" O.C., HORZ., E.F. UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE #4 @ 12" O.C. STIRRUPS #5 @ 24" O.C., VERT., E.F. #5 @ 18" O.C., HORZ., E.F. UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE #4 @ 12" O.C. STIRRUPS #5 @ 18" O.C., HORZ. CORNER BARS (TYP.) 30" 30" #5 @ 18" O.C., HORZ. CORNER BARS (TYP.) 30" 30" HEAVY DUTY HORIZONTAL TRUSS REINF. SUCH AS "DUR-O-WALL" EVERY OTHER COURSE ABOVE GRADE, EVERY COURSE BELOW GRADE, TRUSS TYPE #5 @ 24" O.C. VERT. SIDE RODS ŏ 3/16" 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., HORZ. 42" 42" HEAVY DUTY HORIZONTAL TRUSS REINF. SUCH AS "DUR-O-WALL" EVERY OTHER COURSE ABOVE GRADE, EVERY COURSE BELOW GRADE, TRUSS TYPE #5 @ 24" O.C. VERT. SIDE RODS ŏ 3/16" 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., HORZ. 42" 42" SCALE: 3/4"=1'-0" HEAVY DUTY HORIZONTAL TRUSS REINF. SUCH AS "DUR-O-WALL" EVERY OTHER COURSE ABOVE GRADE, EVERY COURSE BELOW GRADE, TRUSS TYPE #5 @ 24" O.C. VERT. SIDE RODS ŏ 3/16" 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. HEAVY DUTY HORIZONTAL TRUSS REINF. SUCH AS "DUR-O-WALL" EVERY OTHER COURSE ABOVE GRADE, EVERY COURSE BELOW GRADE, TRUSS TYPE #5 @ 24" O.C. VERT. (6) #6 VERT. SIDE RODS ŏ 3/16" 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. SCALE: 3/4"=1'-0" (8) #6 VERT. TO MATCH PILASTER REINF. VERT. BARS TO MATCH PILASTER REINF. SCALE: 3/4"=1'-0" HEAVY DUTY HORIZONTAL TRUSS REINF. SUCH AS "DUR-O-WALL" EVERY OTHER COURSE ABOVE GRADE, EVERY COURSE BELOW GRADE, TRUSS TYPE #5 @ 24" O.C. VERT. (6) #6 VERT. SIDE RODS ŏ 3/16" 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. EA. SIDE OF JOINT BACKER ROD & SEALANT ****HORZ. REINF. SHALL NOT GO THROUGH CONTROL JOINT CERAMIC FIBER FELT OR EQUIVALENT *****CONTROL JOINT SHALL BE 25'-0" O.C. MAX. FOR WALLS LONGER THAN 40'-0". ****TRUE PILASTER COURSES SHALL BE USED, INCLUDING BLOCK CORNER EXTENSIONS TO HAVE RUNNING BOND. ****TRUE PILASTER COURSES SHALL BE USED, INCLUDING BLOCK CORNER EXTENSIONS TO HAVE RUNNING BOND. S1 SC 9" 1' - 11 7/8" 8' - 6" 10" 10" 4 7/8" 9"9" 7' - 9"1' - 5 5/8" SUMP PIT - SEE ARCHITECTURAL DRAWINGS SEE DETAIL FOR STRUCTURAL MAT REINFORCING S201 14 1' - 6"1' - 6" 1 13 S201 1' - 6" 2 1/8" 1' - 6" 4' - 9" 4' - 8" 7' - 9"1' - 0 5/8" 2 S5 SH GB-1A.2 GB-6B SEE DETAIL FOR STRUCTURAL MAT REINFORCING 16' - 3" INSIDE FACE OF CMU WALL ABOVE GB-1A 1' - 6"15' - 8 1/8"10" 1' - 6"1' - 6" GB-3A 1' - 6" 5 5/8" 10" 8' - 4" 10" S201 12 12 S202 1' - 7 5/8" 9' - 2" 1' - 11 1/8"6' - 7 7/8"8' - 7 1/8" 2 SJ S7 SN GB-2B GB-5B 16' - 10 3/8" (+/-) 10" S201 11 SEE DETAIL FOR STRUCTURAL MAT REINFORCING 10"8' - 4"10" 13 S202 2 3/8" 2' - 9 5/8" 10' - 5 5/8" 8' - 9 3/8" 8' - 10 1/4" 7' - 11 3/8" 2 3/8"2' - 9 5/8"3' - 0"4' - 8" 2 S12 SW S13 GB-1C GB-6B 10" 8' - 4" 10" 8' - 5 5/8" 10" S201 10 SEE DETAIL FOR STRUCTURAL MAT REINFORCING 1 ' 6 " 1 ' 2 5 / 8 " 1 6 ' 7 3 / 8 " 9 1 / 2 " 9 " 1 ' 6 " 1 ' 6 " 1 8 ' 7 1 / 2 " 12 S202 Sim 6 ' 1 1 " 1 0 " SUMP PIT - SEE ARCHITECTURAL DRAWINGS 9 ' 6 1 / 8 " 9 5 / 8 " 1 ' 1 0 " 1 ' 1 1 / 2 " 1' - 3 3/4" 3' - 4 1/4"4' - 7 5/8" 9 5 / 8 " 9 ' 8 3 / 8 " 2 2 SH 4 S203 CHANNEL LEDGER CHANNEL CHANNEL CHANNEL LEDGER CHANNEL STRINGER CHANNEL STRINGER CHANNEL STRINGER CHANNEL STRINGER S202 15 Sim 1 (2) #5 TSL DOWELS (2) #5 @ DOOR OPENING 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) #5 FOR DIMENSIONS, REFER TO ARCHITECTURAL DRAWINGS 2 HORIZONTAL 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. 2 2 TSL DOWELS (2) #5 VERTICAL SIDE REINFORCING SHALL EXTEND TO TOP AND BOTTOM OF WALL 2 2 S-1ST FLOOR 0" S-T.O. PILE CAP 387' - 6" S-T.O. GRADE BEAM @ MAIN FLOOR 389' - 0" S-B.O. PILE CAP 384' - 6" TYPICAL CMU REINFORCING #5 @ 24" O.C. #5 @ 24" O.C. DOWEL x 6'-0" 36" INTO CMU #5 @ 24" O.C., E.F. #5 @ 18" O.C., E.F. FOR SLAB REINFORCING, SEE DRAWING S101.1 PILE CAP REINFORCING NOT SHOWN FOR CLARITY SEE PLAN FOR PILE CAP SIZE AND REINFORCING STRUCTURAL FILL FOR SLAB REINFORCING, SEE DRAWING S101.1 VAPOR BARRIER 10" STAIR 2 S-1ST FLOOR 0" S-T.O. PILE CAP 387' - 6" S-B.O. PILE CAP 384' - 6" TYPICAL CMU REINFORCING #5 @ 24" O.C. #5 @ 24" O.C. DOWEL x 6'-0" 36" INTO CMU #5 @ 24" O.C., E.F. #5 @ 18" O.C., E.F. ASPHALT AND SUB-BASE REFER TO SITE DRAWINGS PILE CAP REINFORCING NOT SHOWN FOR CLARITY SEE PLAN FOR PILE CAP SIZE AND REINFORCING STRUCTURAL FILL FOR SLAB REINFORCING, SEE DRAWING S101.1 10" EXTERIOR INSULATION REFER TO ARCHITECTURAL DRAWINGS STAIR 2 12" TYP. 8"4" 6"1' - 0"6" C12 OR MC12 STRINGER REFER TO ARCH. DWGS. FOR TREADS AND RISERS SLAB REINFORCING. REFER TO DWG. S101.1 #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. 1 PROVIDE (4) 3/4" ΋ SIMPSON TITEN HD, 5.5" EMBED. 14" X 12" X 1/2" PLATE C12 OR MC12 TO SUPPORT STAIR LANDING AND/OR STRINGERS L 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 PLATE 2"10"2" 2" 8" 2" 1 FOR PILASTER REINF. REFER TO S101.1 FOR PILASTER REINF. REFER TO S101.1 110 South Albany Street Ithaca, New York 14850 607.277.1118 www.taitem.com The Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal. This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional. CONSULTANTS DRAWN BY: COPYRIGHT: © 2019 VECINO DESIGN PROJECT NUMBER: DATE: 10/16/2019 11:23:33 AMP:\Design\R-Z\Vecino Ithaca Arthaus - 18738\3. Drawings\Structural\Current Revit\Arthaus_Struc.rvt ELEVATOR AND STAIR CORE DETAILS S202 18260 DM Ithaca Arthaus 130 CHERRY STREET, ITHACA TOMPKINS COUNTY, NEW YORK 06/10/2019 1/4" = 1'-0" 1 ELEVATOR - ENLARGED FOUNDATION PLAN 1/4" = 1'-0" 2 STAIR 3 - ENLARGED FOUNDATION PLAN 1/4" = 1'-0" 3 STAIR 2 - ENLARGED FOUNDATION PLAN 1/4" = 1'-0" 4 STAIR 1 / ELEVATOR #2 - ENLARGED FOUNDATION PLAN 1/4" = 1'-0" 6 STAIR 3 - ENLARGED PLAN 1/4" = 1'-0" 11 TYPICAL REINFORCING DETAIL @ CMU OPENINGS 3/4" = 1'-0" 12 MAIN LEVEL STAIR CORE REINFORCING AT FOUNDATION, SECTION 3/4" = 1'-0" 13 PARKING LEVEL STAIR CORE REINFORCING AT FOUNDATION, SECTION 3/4" = 1'-0" 14 TYP. STAIR STRINGER ANCHORAGE & FOUNDATION DETAIL 3/4" = 1'-0" 15 TYP. STAIR LANDING/STRINGER BEAM SUPPORT 2 REV.DESCRIPTIONDATE 1ADDENDUM #207/15/2019 2ADDENDUM #410/15/2019 RFI 71 - Stair #2 Below Grade Insulation RFI 71 Additional Details per RFI #23RFI 23 Pilaster CMU Type ClarificationRFI 35 Stair Core #3 Clarification RFI 42 S-T.O.Conc Topping 12' - 6" S-T.O. Plank Beam 11' - 3" PRECAST BEAM. REFER TO CONCRETE BEAM SCHEDULE ON DWG S102 PLANK 1 1 1 SHEAR OR BEARING WALL WHERE IT OCCURS - SEE FRAMING PLANS AND SHEAR WALL KEY PLAN AND SCHEDULE REINFORCING BY PLANK MANUFACTURER S-T.O.Conc Topping 12' - 6" S-T.O. Plank Beam 11' - 3" 10" CMU WALL, REINFORCEMENT NOT SHOWN, REFER TO 8/S202 5" 1/2"2" EXTERIOR WALL - REFER TO ARCHITECTURAL DRAWINGS 1 1 CONCRETE PLANK W/ TOPPING. REINFORCING BY PLANK MANUFACTURER S-3RD FLOOR 22' - 7 7/8" S-4TH FLOOR 32' - 9 3/4" S-5TH FLOOR 42' - 11 5/8" S-ROOF 53' - 1 1/2" S-T.O. PARAPET 57' - 9 1/2" S-T.O.Conc Topping 12' - 6" S-T.O. Plank Beam 11' - 3" AT WINDOW OPENINGS, SEE FRAMING PLANS, EXTERIOR WALL HEADER SCHEDULE, FOR REQ'D # OF KING STUDS, TYP. 2x12 RIM, TYP. FLOOR TRUSSES BEYOND NOT SHOWN CONCRETE PLANK W/ TOPPING P.T. 2X6 SILL PLATE, TYP. SEE "WALL SILL PLATE ANCHORAGE TO PLANK" ON SHEET S107 FOR ANCHORAGE. (2) 2X6 TOP PLATE, TYP. SEE WALL FRAMING SCHEDULE BELOW FOR REQ'D NUMBER OF STUDS, SPACING AND BLOCKING AT EACH FLOOR SEE PARAPET DETAIL FOR REQ'D NUMBER OF STUDS, SPACING AND BLOCKING AT ROOF PARAPET 2X6 SILL PLATE ON 3/4" SUBFLOOR, TYP. SEE WALL FRAMING SCHEDULE BELOW FOR REQ'D NUMBER OF STUDS, SPACING AND BLOCKING AT EACH FLOOR SEE WALL FRAMING SCHEDULE BELOW FOR REQ'D NUMBER OF STUDS, SPACING AND BLOCKING AT EACH FLOOR 12 S203 Sim SEE ARCHITECTURAL DRAWINGS FOR LOCATION OF WALL PANEL JOINTS. SEE REFERENCED DETAIL FOR REQ'D FASTENING BETWEEN PANELS, TYP. 18 S203 TYP 17 S203 TYP WINDOW HEADER PER FRAMING PLANS AND HEADER SCHEDULE PROVIDE SOLID BLOCKING BEHIND RIM AT WINDOW KING STUD BEARING, AND AT EACH STUD BETWEEN FLOOR JOISTS, TYP. SEE REFERENCED DETAILS. S-3RD FLOOR 22' - 7 7/8" S-4TH FLOOR 32' - 9 3/4" S-5TH FLOOR 42' - 11 5/8" S-ROOF 53' - 1 1/2" S-T.O.Conc Topping 12' - 6" S-T.O. Plank Beam 11' - 3" AT DOOR OPENINGS, SEE FRAMING PLANS, INTERIOR BEARING WALL HEADER SCHEDULE, FOR REQ'D # OF KING STUDS, TYP. 2X12 RIM, TYP. FLOOR TRUSSES BEYOND NOT SHOWN PROVIDE SOLID BLOCKING BEHIND RIM AT DOOR KING STUD BEARING, AND AT EACH STUD BETWEEN FLOOR JOISTS, TYP. SEE REFERENCED DETAILS. CONCRETE PLANK W/ TOPPING P.T. 2X6 SILL PLATE, TYP. SEE "WALL SILL PLATE ANCHORAGE TO PLANK" ON SHEET S107 FOR ANCHORAGE. (2) 2X6 TOP PLATE, TYP. SEE WALL FRAMING SCHEDULE BELOW FOR REQ'D NUMBER OF STUDS, SPACING AND BLOCKING AT EACH FLOOR SEE WALL FRAMING SCHEDULE BELOW FOR REQ'D NUMBER OF STUDS, SPACING AND BLOCKING AT EACH FLOOR SEE WALL FRAMING SCHEDULE BELOW FOR REQ'D NUMBER OF STUDS, SPACING AND BLOCKING AT EACH FLOOR SEE WALL FRAMING SCHEDULE BELOW FOR REQ'D NUMBER OF STUDS, SPACING AND BLOCKING AT EACH FLOOR 2X6 SILL PLATE ON 3/4" SUBFLOOR, TYP. 13 S203 TYP 14 S203 TYP SIM CORRIDOR FRAMING - SEE FRAMING PLANS DOOR HEADER PER FRAMING PLANS AND HEADER SCHEDULE S-T.O.Conc Topping 12' - 6" S-T.O. Plank Beam 11' - 3" REINFORCING BY PRE-CAST MANUFACTURER CMU WALL - SEE 8/S202 FOR REINFORCING STAIR / ELEVATOR CORE 0". 0". (2) #5 U-BLOCK BOND BEAM (2) #5 CAST CONCRETE . 6" @ BEARING 4" @ NON-BEARING 1 1 1 2 2 S-3RD FLOOR 22' - 7 7/8" 1 3/4" X 24" LVL FASTENED TO BLOCK WALL WITH (3) ROWS 3/4" DIA. X 8" TITEN HD BY SIMPSON @ 24" 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 CORE FLOOR TRUSS - PER FRAMING PLANS CMU WALL - SEE 8/S202 FOR REINFORCING INSTALL CONTINUOUS 30# FELT BETWEEN BLOCK WALL AND LEDGER. BOND BEAM W/ (2) #5 (2) #5 FLOOR SHEATHING 1 S-ROOF 53' - 1 1/2" 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 PLANS STAIR ROOF FRAMING AS SHOWN ON FRAMING PLANS CMU WALL - SEE 8/S202 FOR REINFORCING ROOF SHEATHING BOND BEAM W/ (2) #5 1 2X10 LEDGER, CONTINUOUS 2X12 RIM SIMPSON SDWH TIMBER-HEX SCREWS, 4" LONG, TYP. FASTEN ALL SCREWS TO TRUSS ENDS AND TO STUD BLOCKING BETWEEN TRUSSES 1 1/2" MIN. 2 1/2" 1 1/2" 1 1/2" S-T.O. PARAPET 2 63' - 7 1/2" PT LEDGER - FASTEN WITH (2) ROWS OF 1/4" DIA X 6" TITEN HD @ 12" O.C. STAIR ROOF FRAMING AS SHOWN ON FRAMING PLANS, FASTENED TO LEDGER W/ JOIST HANGERS CMU WALL - SEE 8/S202 FOR REINFORCING SEE ARCHITECTURAL DRAWINGS FOR PARAPET CAP AND FLASHING PT 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. 1 BOND BEAM 2' - 0" (2) #6 TOP & BOTTOM DEVELOPED 24" BEYOND OPENING BOTH SIDES. IF 24" CANNOT BE ACHIEVED, HOOK BARS INTO ADJACENT WALL #5 @ 8" O.C. VERT. 26" INTO UPPER BLOCK STIRRUPS STAIR SIDE 1.75" X 24" LVL LEDGER W/ 30# FELT BETWEEN BLOCK & LEDGER. FASTEN LEDGER TO BLOCK W/ (3) ROWS 3/4" ΋ X 8" SIMPSON TITEN HD @ 24" O.C. HEADER H28 @ ALL FLOORS HG-14 PER BEAM HANGER SCHEDULE 10" CMU FULLY GROUTED, REINF. W/ #5 @ 24" O.C. 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" CROSS ROD #9 MIN. LAP 6" 4"8"8"4" 4 1/2"4 1/2" PROVIDE (6) 3/4" ΋ X 8" SIMPSON TITEN HD, (3) EA. SIDE OF HANGER AS SHOWN SECTION - 1 1 1 AT HEADER H28, ALL FLOORS S-T.O.Conc Topping 12' - 6" S-T.O. Plank Beam 11' - 3" PLANK EXTERIOR WALL - REFER TO ARCHITECTURAL DRAWINGS 1 REINFORCING BY PLANK MANUFACTURER 10" CMU, REINFORCMENT NOT SHOWN, REFER TO 8/S202 C W8 X 13 10" 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 CELLS 1 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. INSTALL LSTA30 STRAPS FOR THE TOP AND BOTTOM PLATES. LSTA30 STRAPS AT TOP AND BOTTOM PLATES LSTA30 STRAPS AT TOP AND BOTTOM PLATES 1 1 MIN. 2 1/2"1 1/2" 1 1/2" 2x8 CORRIDOR FRAMING 2X10 LEDGER, CONTINUOUS 2X12 RIM 24" FLOOR TRUSSSILL PLATE SIMPSON SDWH TIMBER-HEX SCREWS, 4" LONG, TYP. FASTEN ALL SCREWS TO TRUSS ENDS AND TO STUD BLOCKING BETWEEN TRUSSES 1 1/2" PLYWOOD SHEATHING CEILING NOT SHOWN. SEE ARCHITECTURAL DRAWINGS ADDITIONAL SHEATHING AS REQ'D PER SHEAR WALL SCHEDULE WALL DOUBLE TOP PLATE MIN. 2 1/2"1 1/2" 1 1/2" 2x8 CORRIDOR FRAMING 2X10 LEDGER, CONTINUOUS 2X12 RIM 24" FLOOR TRUSS BEYOND SILL PLATE SIMPSON SDWH TIMBER-HEX SCREWS, 4" LONG, TYP. FASTEN ALL SCREWS TO TRUSS ENDS AND TO STUD BLOCKING BETWEEN TRUSSES PLYWOOD SHEATHING CEILING NOT SHOWN. SEE ARCHITECTURAL DRAWINGS ADDITIONAL SHEATHING AS REQ'D PER SHEAR WALL SCHEDULE. RUN TO UNDERSIDE OF FLOOR ABOVE AS SHOWN WALL DOUBLE TOP PLATE STUD BLOCKING BETWEEN TRUSSES. NOTCH AROUND CONTINUOUS 2X12 RIM. STUD BLOCKING TO MATCH NUMBER AND SPACING OF STUDS IN WALL ABOVE - SEE WALL FRAMING SCHEDULE ON FRAMING PLANS 1 1/2" SHEAR TRANSFER CLIP PER SCHEDULE, SHEET S107 DOOR HEADER WHERE IT OCCURS. SEE FRAMING PLANS. 1 1/2" 1 1/2" 2x8 CORRIDOR FRAMING 2X10 LEDGER, CONTINUOUS 24" LADDER TRUSS PARALLEL TO FLOOR TRUSSES. LADDER TRUSS VERTICALS 16" O.C., TYP. SILL PLATE SIMPSON SDWH TIMBERHEX SCREWS, 4" LONG, TYP. FASTEN ALL SCREWS TO LADDER TRUSS VERTICAL MEMBERS PLYWOOD SHEATHING CEILING NOT SHOWN. SEE ARCHITECTURAL DRAWINGS ADDITIONAL SHEATHING AS REQ'D PER SHEAR WALL SCHEDULE WALL DOUBLE TOP PLATE FLOOR TRUSSES AS THEY OCCUR EQ EQ 10d X 3.5" (2) ROWS @ 12" O.C. 10d X 2.25" @ 4" O.C. BLOCKING FOR ADDITIONAL SHEATHING AS REQ'D, TYPICAL 16d X 3.5" NAILS @ 6" O.C. 1 1/2" 1 1/2" 2x8 CORRIDOR FRAMING 2X10 LEDGER, CONTINUOUS 24" LADDER TRUSS PARALLEL TO FLOOR TRUSSES. LADDER TRUSS VERTICALS 16" O.C., TYP. SILL PLATE SIMPSON SDWH TIMBERHEX SCREWS, 4" LONG, TYP. FASTEN ALL SCREWS TO LADDER TRUSS VERTICAL MEMBERS PLYWOOD SHEATHING CEILING NOT SHOWN. SEE ARCHITECTURAL DRAWINGS ADDITIONAL SHEATHING AS REQ'D PER SHEAR WALL SCHEDULE WALL DOUBLE TOP PLATE FLOOR TRUSSES AS THEY OCCUR EQ EQ 10d X 3.5" (2) ROWS @ 12" O.C. 10d X 2.25" @ 4" O.C. BLOCKING FOR ADDITIONAL SHEATHING AS REQ'D, TYPICAL 16d X 3.5" NAILS @ 6" O.C. DOOR HEADER WHERE IT OCCURS. SEE FRAMING PLANS. 2X12 RIM 24" FLOOR TRUSSSILL PLATE PLYWOOD SHEATHING CEILING NOT SHOWN. SEE ARCHITECTURAL DRAWINGS ADDITIONAL SHEATHING AS REQ'D PER SHEAR WALL SCHEDULE WALL DOUBLE TOP PLATE EXTERIOR WALL REFER TO ARCHITECTURAL DRAWINGS 24" FLOOR TRUSS BEYOND PLYWOOD SHEATHING ADDITIONAL SHEATHING AS REQ'D PER SHEAR WALL SCHEDULE. RUN TO UNDERSIDE OF FLOOR ABOVE AS SHOWN STUD BLOCKING BETWEEN TRUSSES. NOTCH AROUND CONTINUOUS 2X12 RIM. STUD BLOCKING TO MATCH NUMBER AND SPACING OF STUDS IN WALL ABOVE - SEE WALL FRAMING SCHEDULE ON FRAMING PLANS SHEAR TRANSFER CLIP PER SCHEDULE, SHEET S107 WINDOW HEADER WHERE IT OCCURS. SEE FRAMING PLANS. 2X12 RIM SILL PLATE PLYWOOD SHEATHING EXTERIOR WALL REFER TO ARCHITECTURAL DRAWINGS CEILING NOT SHOWN. SEE ARCHITECTURAL DRAWINGS WALL DOUBLE TOP PLATE 110 South Albany Street Ithaca, New York 14850 607.277.1118 www.taitem.com The Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal. This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional. CONSULTANTS DRAWN BY: COPYRIGHT: © 2019 VECINO DESIGN PROJECT NUMBER: DATE: 10/15/2019 11:38:52 AMP:\Design\R-Z\Vecino Ithaca Arthaus - 18738\3. Drawings\Structural\2019.10.15 REVIT and PDF_ADD #4\Arthaus_Struc_11.6.1_Addendum_4.rvt FRAMING SECTIONS AND DETAILS S203 18260 Author Ithaca Arthaus 130 CHERRY STREET, ITHACA TOMPKINS COUNTY, NEW YORK 06/10/2019 3/4" = 1'-0" 2 PLANK / BEAM REINFORCING AT INTERIOR BEAM 3/4" = 1'-0" 1 PLANK / BEAM REINFORCING AT PERIMETER BEAM 1/4" = 1'-0" 8 TYPICAL FRAMING AT EXTERIOR WALL, ELEVATION DETAIL WALL FRAMING SCHEDULE FLOORFRAMING ALL EXTERIOR WOOD FRAMED WALLS 5:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 4:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 3:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT 32" O.C. (THIRD POINTS) 2:(2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT INTERIOR LOAD-BEARING WOOD FRAMED WALLS 5:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 4:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT 32" O.C. (THIRD POINTS) 3:(2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 2:(2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 1/4" = 1'-0" 7 TYPICAL FRAMING AT INTERIOR LOAD-BEARING WALL, ELEVATION DETAIL 3/4" = 1'-0" 3 STAIR CORE REINFORCING AT 2ND FLOOR, SECTION 3/4" = 1'-0" 4 LEDGER DETAIL AT CMU CORE 3/4" = 1'-0" 5 ROOF FRAMING DETAIL AT STAIR 2 AND STAIR 3 3/4" = 1'-0" 6 ROOF FRAMING AT STAIR / ELEVATOR PARAPET 3/4" = 1'-0" 9 LINTEL REINFORCING @ STAIR #2 3/4" = 1'-0" 10 PLANK DETAIL AT CANTILEVERED PERIMETER 3/4" = 1'-0" 11 HOIST BEAM ATTACHMENT DETAIL 1 1/2" = 1'-0" 12 EXTERIOR WALL PANELS CONNECTION DETAIL 1 1/2" = 1'-0" 13 CORRIDOR FRAMING DETAIL AT PERPENDICULAR TRUSS 1 1/2" = 1'-0" 14 CORRIDOR FRAMING DETAIL BETWEEN TRUSSES 1 1/2" = 1'-0" 15 CORRIDOR FRAMING DETAIL AT PARALLEL TRUSS 1 1/2" = 1'-0" 16 CORRIDOR FRAMING DETAIL AT PARALLEL TRUSS AT DOOR HEADER 1 1/2" = 1'-0" 17 EXTERIOR WALL FRAMING AT TRUSS 1 1/2" = 1'-0" 18 EXTERIOR WALL FRAMING BETWEEN TRUSSES 2 2 2 2 REV.DESCRIPTIONDATE 1ADDENDUM #207/15/2019 2ADDENDUM #410/15/2019 Masronry Framing Details at Shaft RFI 75 RFI 16 SIMPSON HSLQ37-SDS2.5 SHEAR TRANSFER CLIP - SEE SHEAR WALL SCHEDULE FOR QUANTITY REQUIRED PER SHEAR WALL LINE SEGMENT 1 3/4" X 24" LVL ALIGNED TO ONE SIDE OF 2X6 SHEAR WALL BELOW DOUBLE TOP PLATE OF 2X6 SHEAR WALL SHEAR WALL LINE SHEAR WALL LINE COMPRESSION STUDS - SEE SHEAR WALL SCHEDULE FOR REQ'D NUMBER COMPRESSION STUDS - SEE SHEAR WALL SCHEDULE FOR REQ'D NUMBER BEARING POST - SEE FRAMING PLANS FOR NUMBER OF STUDS REQ'D FOR BEAM BEARING SIMPSON HOLDDOWN. SEE SHEAR WALL SCHEDULE FOR SIZE AND TYPE SHEAR WALL LINE SHEAR WALL LINE COMPRESSION STUDS SEE SHEAR WALL SCHEDULE FOR REQ'D NUMBER SIMPSON HOLDDOWN. SEE SHEAR WALL SCHEDULE FOR SIZE AND TYPE SHEAR WALL LINE SHEAR WALL LINE COMPRESSION STUDS - SEE SHEAR WALL SCHEDULE FOR REQ'D NUMBER WALL FRAMING SHEAR WALL LINE COMPRESSION STUDS - SEE SHEAR WALL SCHEDULE FOR REQ'D NUMBER SIMPSON HOLDDOWN. SEE SHEAR WALL SCHEDULE FOR SIZE AND TYPE SIMPSON HOLDDOWN. SEE SHEAR WALL SCHEDULE FOR SIZE AND TYPE 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 SPACING SIMPSON HOLDDOWN. SEE SHEAR WALL SCHEDULE FOR SIZE AND TYPE REFER TO CONC. BEAM SCHEDULE ON S102 AND DETAIL 1/S203 FOR SIZE AND REINFORCING SEE CONCRETE PLANK DETAIL 1/S203 FOR PLANK REINFORCING EXTERIOR WALL - REFER TO ARCHITECTURAL DRAWINGS 1 1 1 1 PRECAST BEAM MANUFACTURER TO PROVIDE WELDING PLATE FOR HOLD DOWN RODS. REFER TO SECOND FLOOR PLANK LOADING PLAN, SHEET S102.1 FOR TENSION LOADS. REFER TO SHEAR WALL KEY PLAN AND SCHEDULES ON SHEET S107 FOR HOLD-DOWN AND ROD TYPE AND SIZE 2 SEE ARCHITECTURAL DRAWINGS FOR WALL AND FLOOR FINISHES 7/8" STRAIGHT ANCHOR BOLT, F1554, A36, EXCEPT AT HOLDDOWN TYPE "B" LOCATIONS. AT THOSE LOCATIONS, USE FY=50KSI STEEL. SEE CONCRETE PLANK DETAILS FOR PLANK REINFORCING 6" 8" X 8" X 5/8" STEEL PLATE, NUT AND WASHER REFER TO S107 FOR SHEAR WALL SHEATHING 1 1 SEE ARCHITECTURAL DRAWINGS FOR WALL AND FLOOR FINISHES 2 10" 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 SPACING 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 SPACING D J 2 3 2X8 BLOCKING CONNECTING SHEAR WALL LINES IN CORRIDOR SHEAR WALL BELOW CORRIDOR FRAMING AS IT OCCURS - SEE FRAMING PLANS FLOOR TRUSSES AS THEY OCCUR FLOOR TRUSSES AS THEY OCCUR SHEAR WALL BELOW LOAD BEARING SHEAR WALL BELOW LOAD BEARING WALL BELOW RIM AND DOOR HEADER PER FRAMING PLANS 12' - 0" 6' - 0" IN HATCHED AREA, PLYWOOD FLOOR SHEATHING TO BE GLUED AND HAVE AGGRESSIVE NAILING PATTERN. NAIL SHEATHING TO TRUSSES ATOP SHEAR WALLS, DIAGONAL BLOCKING AND TO ALL TRUSSES AND JOISTS WHERE THEY OCCUR. FASTEN TO A MINIMUM OF 4 TRUSSES. NAILING AS FOLLOWS: 6" O.C. WITH 10d X 3.5" NAILS RIM AND DOOR HEADER PER FRAMING PLANS 24" LADDER TRUSS ALONG TOP OF SHEAR WALL SHEAR WALL LINE SHEAR WALL LINE 24" LADDER TRUSS ALONG TOP OF SHEAR WALL 6 7 P SHEAR WALL BELOW RIM AND DOOR HEADER PER FRAMING PLANS CORRIDOR FRAMING AS IT OCCURS - SEE FRAMING PLANS RIM AND DOOR HEADER PER FRAMING PLANS LOAD BEARING SHEAR WALL BELOW LOAD BEARING WALL BELOW FLOOR TRUSSES AS THEY OCCUR FLOOR TRUSSES AS THEY OCCUR IN HATCHED AREA, PLYWOOD FLOOR SHEATHING TO BE GLUED AND HAVE AGGRESSIVE NAILING PATTERN. NAIL SHEATHING TO TRUSSES ALONG SHEAR WALL LINE AND TO ALL TRUSSES AND JOISTS WHERE THEY OCCUR. FASTEN TO A MINIMUM OF 3 TRUSSES. NAILING AS FOLLOWS: 6" O.C. WITH 10d X 3.5" NAILS 6' - 0" 12' - 0" 24" LADDER TRUSS ALONG TOP OF SHEAR WALL ALIGN FLOOR TRUSS WITH SHEAR WALL LINE 3' - 0" 3' - 0" SHEAR WALL LINE CORRIDOR FRAMING AS IT OCCURS SEE FRAMING PLANS FLOOR TRUSSES WHERE THEY OCCUR FLOOR TRUSSES WHERE THEY OCCUR STAIR / ELEVATOR CORE LEDGER ATTACHED TO CMU WALL - SEE FRAMING PLANS. ADD SISTER BLOCKING AS NEEDED FOR DRAG STRUT FASTENING. HATCHED AREA REPRESENTS DRAG STRUT METAL STRAP - SEE DRAG STRUT / PLYWOOD FASTENING SCHEDULE FOR SIZE, FASTENING AND REQ'D DEVELOPMENT SEE SCHEDULE SEE SCHEDULE ALIGN FLOOR TRUSS WITH SHEER WALL LINE. WHERE SHEAR WALL OCCURS INSTEAD, ATTACH DRAG STRUT TO LADDER TRUSS ALONG TOP OF SHEAR WALL BLOCKING CONTINUOUS ALONG PATH OF SHEAR WALL LINE AND DRAG STRUT - SEE DRAG STRUT / PLYWOOD FASTENING SCHEDULE FOR SIZE AND NUMBER REQ'D LOAD BEARING WALL BELOW MASONRY WALL A IN HATCHED AREA, PLYWOOD FLOOR SHEATHING TO BE GLUED AND HAVE AGGRESSIVE NAILING PATTERN. NAIL SHEATHING TO TRUSS ALONG SHEAR WALL LINE AND TO ALL TRUSSES AND JOISTS WHERE THEY OCCUR. FASTEN TO A MINIMUM OF 3 TRUSSES. NAILING AS FOLLOWS: 6" O.C. WITH 10d X 3.5" NAILS SHEAR WALL LINE 6' - 0" 4' - 0" FLOOR TRUSSES AS THEY OCCUR S204 17 SEE REFERENCED DETAIL FOR WALL SHEATHING FASTENING ALIGN FLOOR TRUSS WITH SHEAR WALL LINE 6' - 0" 6' - 0" SHEAR WALL LINE WALL FRAMING AS IT OCCURS - SEE WALL FRAMING SCHEDULE AND DETAIL 8/S203 FOR NUMBER OF STUDS AND SPACING WINDOW OPENING WHERE IT OCCURS IN HATCHED AREA, PLYWOOD WALL SHEATHING TO BE GLUED AND HAVE AGGRESSIVE NAILING PATTERN. NAIL SHEATHING TO RIM JOIST 6" O.C. VERTICAL AND HORIZONTAL. NAIL TO WALL FRAMING 6" O.C.. FASTEN TO A MINIMUM OF 4 STUDS. USE 10d X 3.5" NAILS FLOOR LEVEL 16d X 3.5" NAILS @ 6" O.C. 10d X 2.25" @ 4" O.C. 10d X 3.5" (2) ROWS @ 12" O.C. CEILING NOT SHOWN. SEE ARCHITECTURAL DRAWINGS WALL FINISHES NOT SHOWN - SEE ARCHITECTURAL DRAWINGS ADDITIONAL SHEATHING PER SHEAR WALL SCHEDULE 24" LADDER TRUSS. VERTICALS 16" O.C., TYPICAL BLOCKING FOR ADDITIONAL SHEATHING AS REQ'D, TYPICAL (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 DRAWINGS FLOOR TRUSS - REFER TO FRAMING PLANS SEE SHEAR WALL SCHEDULE, SHT. S107 FOR WALL SHEATHING AND NAILING REQUIREMENTS 1 1 FLOOR SHEATHING 2 CEILING NOT SHOWN. SEE ARCHITECTURAL DRAWINGS WALL FINISHES NOT SHOWN - SEE ARCHITECTURAL DRAWINGS ADDITIONAL SHEATHING AS REQ'D PER SHEAR WALL SCHEDULE LADDER TRUSS BLOCKING FOR ADDITIONAL SHEATHING OR FOR LARGE DIA. HOLDDOWN ROD. SEE SHEAR WALL SCHEDULE. SIMPSON HOLD-DOWN. SEE SHEAR WALL SCHEDULE FOR SIZE AND TYPE HOLD-DOWN ROD - SEE SHEAR WALL SCHEDULE FOR SIZE AND TYPE. WHERE LARGE DIA. 7/8" ROD IS SPECIFIED, ADD BLOCKING AS REQ'D. SIMPSON HOLD-DOWN. SEE SHEAR WALL SCHEDULE FOR SIZE AND TYPE WALL DOUBLE TOP PLATE WALL SOLE PLATE 110 South Albany Street Ithaca, New York 14850 607.277.1118 www.taitem.com The Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal. This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional. CONSULTANTS DRAWN BY: COPYRIGHT: © 2019 VECINO DESIGN PROJECT NUMBER: DATE: 10/15/2019 11:38:56 AMP:\Design\R-Z\Vecino Ithaca Arthaus - 18738\3. Drawings\Structural\2019.10.15 REVIT and PDF_ADD #4\Arthaus_Struc_11.6.1_Addendum_4.rvt SHEAR WALL DETAILS S204 18260 DM Ithaca Arthaus 130 CHERRY STREET, ITHACA TOMPKINS COUNTY, NEW YORK 06/10/2019 NTS 5 DRAG STRUT - TOP OF WALL TO FRAMING, TYP 3D DETAIL NTS 6 SHEAR TRANSFER CLIP - TOP OF WALL, 3D DETAIL 1" = 1'-0" 12 HOLD-DOWN DETAIL AT BEARING POST 1" = 1'-0" 11 TWO HOLD-DOWNS AT EXTERIOR CORNER, TYPICAL 1" = 1'-0" 13 THREE HOLD-DOWNS DETAIL 1" = 1'-0" 14 HOLD-DOWN @ T INTERSECTION 3/4" = 1'-0" 9 HOLD-DOWN ANCHOR BOLT DETAIL AT PERIMETER BEAM 3/4" = 1'-0" 10 HOLD-DOWN ANCHOR BOLT DETAIL AT CONC. PLANK 3/4" = 1'-0" 4 SHEAR WALL ATTACHMENT AT CMU CORNER 3/4" = 1'-0" 3 SHEAR WALL ATTACHMENT AT CMU 3/4" = 1'-0" 1 PLYWOOD FASTENING AT OFFSET SHEAR WALLS 3/4" = 1'-0" 2 PLYWOOD FASTENING AT TYP. CORRIDOR SHEAR WALLS 3/4" = 1'-0" 15 DRAG STRUT DETAIL AT CMU SHEAR WALL 3/4" = 1'-0" 16 PLYWOOD FLOOR SHEATHING FASTENING AT EXTERIOR WALL 3/4" = 1'-0" 17 PLYWOOD WALL SHEATHING FASTENING AT EXTERIOR WALL 2 1 1/2" = 1'-0" 7 SECTION DETAIL AT TOP OF SHEAR WALL 3/4" = 1'-0" 8 DRAG STRUT TO EXTERIOR WALL CONNECTION - SECTION, TYPICAL 1 1/2" = 1'-0" 18 SECTION DETAIL SHEAR WALL HOLD-DOWNS 2 REV.DESCRIPTIONDATE 1ADDENDUM #207/15/2019 2ADDENDUM #410/15/2019 16 B C H 2 3 12' - 0" 6' - 0" 6' - 0" 6' - 0" 3' - 0"3' - 0" 3' - 0" 3' - 0" LOAD BEARING SHEAR WALL BELOW 24" LADDER TRUSS ALONG TOP OF SHEAR WALL SHEAR WALL LINE SHEAR WALL LINE LOAD BEARING SHEAR WALL BELOW 24" LADDER TRUSS ALONG TOP OF SHEAR WALL LOAD BEARING WALL BELOW LOAD BEARING SHEAR WALL BELOW SHEAR WALL LINE SHEAR WALL BELOW 24" LADDER TRUSS ALONG TOP OF SHEAR WALL IN HATCHED AREA, PLYWOOD FLOOR SHEATHING TO BE GLUED AND HAVE AGGRESSIVE NAILING PATTERN. NAIL SHEATHING TO TRUSSES ATOP SHEAR WALLS, DIAGONAL BLOCKING AND TO ALL TRUSSES AND JOISTS WHERE THEY OCCUR. NAILING AS FOLLOWS: 6" O.C. WITH 10d X 3.5" NAILS LOAD BEARING WALL BELOW RIM JOIST AND DOOR HEADER PER FRAMING PLANS RIM JOIST PER FRAMING PLANS 2X8 BLOCKING CONNECTING SHEAR WALL LINES IN CORRIDOR CORRIDOR FRAMING AS IT OCCURS HEADER - SEE FRAMING PLANS CORRIDOR FRAMING AS IT OCCURS FLOOR TRUSSES AS THEY OCCUR FLOOR TRUSSES AS THEY OCCUR BLOCKING PER FRAMING PLANS BLOCKING PER FRAMING PLANS FLOOR TRUSSES AS THEY OCCUR 21 B V U 109 M 3 ' 0 " 3 ' 0 " 3 ' 0 " 3' - 0" 3' - 0" 6' - 0" 6 ' 0 " 3 ' 0 " 3 ' 0 " 6 ' 0 " 3' - 0" 3' - 0" IN HATCHED AREA, PLYWOOD FLOOR SHEATHING TO BE GLUED AND HAVE AGGRESSIVE NAILING PATTERN. NAIL SHEATHING TO TRUSSES ATOP SHEAR WALLS, DIAGONAL BLOCKING AND TO ALL TRUSSES AND JOISTS WHERE THEY OCCUR. NAILING AS FOLLOWS: 6" O.C. WITH 10d X 3.5" NAILS 24" LADDER TRUSS ALONG TOP OF SHEAR WALL SHEAR WALL BELOW FLOOR TRUSSES AS THEY OCCUR CORRIDOR FRAMING AS IT OCCURS FLOOR TRUSSES AS THEY OCCUR FLOOR TRUSSES AS THEY OCCUR 24" LADDER TRUSS ALONG TOP OF SHEAR WALL SHEAR WALL BELOW 2X8 BLOCKING CONTINUOUS ALONG SHEAR WALL LINE DS 10-21 2X8 BLOCKING CONTINUOUS ALONG SHEAR WALL LINE DS 10-21 LOAD BEARING WALL BELOW LOAD BEARING WALL BELOW LOAD BEARING WALL BELOW RIM PER FRAMING PLANS LOAD BEARING SHEAR WALL BELOW RIM AND HEADER PER FRAMING PLANS B L O C K I N G P E R F R A M I N G P L A N S 22 B Z 1211 M LOAD BEARING SHEAR WALL SHEAR WALL BELOW LOAD BEARING SHEAR WALL 24" LADDER TRUSS ALONG TOP OF SHEAR WALL 1 2 ' 0 " 3' 0 " 3' 0 " 6' 0 " 6' - 0" 3' - 0"3' - 0" 3' - 0" 3' - 0" 3' - 0" 6' - 0" 2X8 BLOCKING ALONG SHEAR WALL LINE DS 11-22.1 HEADER - SEE FRAMING PLANS CORRIDOR FRAMING AS IT OCCURS CORRIDOR FRAMING AS IT OCCURS BLOCKING - SEE FRAMING PLAN FLOOR TRUSSES AS THEY OCCUR B L O C K I N G S E E F R A M I N G P L A N HEADER - SEE FRAMING PLANS FLOOR TRUSSES AS THEY OCCUR FLOOR TRUSSES AS THEY OCCUR BLOCKING - SEE FRAMING PLAN IN HATCHED AREA, PLYWOOD FLOOR SHEATHING TO BE GLUED AND HAVE AGGRESSIVE NAILING PATTERN. NAIL SHEATHING TO TRUSSES ATOP SHEAR WALLS, DIAGONAL BLOCKING AND TO ALL TRUSSES AND JOISTS WHERE THEY OCCUR. NAILING AS FOLLOWS: 6" O.C. WITH 10d X 3.5" NAILS AA 1413 SHEAR WALL BELOW 24" LADDER TRUSS ALONG TOP OF SHEAR WALL 4' - 0" 3 ' 0 " 4' - 0" ALIGN FLOOR TRUSS WITH SHEAR WALL LINE S H E A R W A L L L I N E S H E A R W A L L L I N E 2X8 BLOCKING ALONG SHEAR WALL LINE DS-13 FLOOR TRUSSES AS THEY OCCUR IN HATCHED AREA, PLYWOOD FLOOR SHEATHING TO BE GLUED AND HAVE AGGRESSIVE NAILING PATTERN. NAIL SHEATHING TO TRUSSES ATOP SHEAR WALLS, DIAGONAL BLOCKING AND TO ALL TRUSSES AND JOISTS WHERE THEY OCCUR. NAILING AS FOLLOWS: 6" O.C. WITH 10d X 3.5" NAILS S204 16 Sim S204 16 Sim 110 South Albany Street Ithaca, New York 14850 607.277.1118 www.taitem.com The Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal. This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional. CONSULTANTS DRAWN BY: COPYRIGHT: © 2019 VECINO DESIGN PROJECT NUMBER: DATE: 10/15/2019 11:38:59 AMP:\Design\R-Z\Vecino Ithaca Arthaus - 18738\3. Drawings\Structural\2019.10.15 REVIT and PDF_ADD #4\Arthaus_Struc_11.6.1_Addendum_4.rvt SHEAR WALL DETAILS S204.1 18260 Author Ithaca Arthaus 130 CHERRY STREET, ITHACA TOMPKINS COUNTY, NEW YORK 06/10/2019 1/2" = 1'-0" 1 PLYWOOD FASTENING AT INTERSECTION 1/2" = 1'-0" 3 PLYWOOD FASTENING AT DS-10-21 1/2" = 1'-0" 2 PLYWOOD FASTENING AT DS-CHMZ.4, DS-11-22.1 1/2" = 1'-0" 4 PLYWOOD FLOOR SHEATHING AT DS-13 1 REV.DESCRIPTIONDATE 1ADDENDUM #410/15/2019 W L L W L W L ACTIVATION PIN ACTIVATION PIN DW H CTUD STRAPS NOTE: A 1 DEGREE MAXIMUM OFFSET OF THE ROD IS PERMITTED AT EACH LEVEL ROD 2. 9. 6. 5. C AT PLUMB OF ANCHOR BELOW L CC LL C AT PLUMB OF ANCHOR BELOW COUPLER ANCHOR BOLT AS SPECIFIED MODEL NO. ATS-CTUD55 THREADED L (IN) 5 5/8-5/8 ROD SIZE (IN)W (IN) 1 7/8 ATS-CTUD777/8-7/85 1/2 2 ATS-CTUD757/8-5/85 1/2 2 ATS-CTUD991 1/8-1 1/86 1/8 2 1/2 ATS-CTUD971 1/8-7/86 1/8 2 1/2 ACTIVATION PIN WITNESS HOLES EA SIDE OF CTUD W L L 1. 2. 3. 3. 10. PLANS ARE NOT FOR CONSTRUCTION WITHOUT SUBSTANTIATION OF REVIEW BY THE RESPONSIBLE DESIGNER AND THE GOVERNING BUILDING JURISDICTION. SIMPSON STRONG-TIE IS PROVIDING THE ANCHOR TIEDOWN SYSTEMS TO MEET THE ATS MODEL SPECIFICATION OR DESIGN FORCES PROVIDED AND DETERMINED BY THE DESIGNER. SIMPSON STRONG-TIE HAS NOT CONFIRMED AND IS NOT RESPONSIBLE FOR ANY OF THE DESIGN, ENGINEERING, CALCULATIONS OR DERIVATION OF STRUCTURAL FORCES RELATED TO THE BUILDING. THE DESIGNER IS RESPONSIBLE FOR EVALUATING THE EFFECTS OF LUMBER SHRINKAGE AND ATS ELONGATION ON SHEARWALL DRIFT. SIMPSON STRONG-TIE HAS NOT CONFIRMED AND IS NOT RESPONSIBLE FOR VERIFYING THE SHEARWALL SYSTEM'S ADHERENCE TO BUILDING CODE DRIFT REQUIREMENTS OR ITS PERFORMANCE IN CONSIDERATION OF STRUCTURAL DEFORMATION COMPATIBILITY. THESE DRAWINGS ARE SPECIFIC TO ATS AND AREN'T APPLICABLE TO OTHER MANUFACTURER TIE DOWN SYSTEMS. LUMBER SPECIFICATIONS BETWEEN THESE DRAWINGS AND THE PROJECT STRUCTURAL DRAWINGS MAY VARY AND RESULT IN LOWER ALLOWABLE COMPRESSION CAPACITIES. THE DESIGNER IS RESPONSIBLE FOR REVIEW AND ACCEPTANCE OF THE ATS INSTALLATION DRAWING LUMBER SPECIFICATIONS. CONTRACTOR OR INSTALLER OF ATS SHALL CUT RODS TO LENGTH AS REQUIRED. DO NOT WELD PRODUCTS LISTED UNLESS THESE DRAWINGS SPECIFICALLY IDENTIFY A PRODUCT AS ACCEPTABLE FOR WELDING, OR UNLESS SPECIFIC APPROVAL FOR WELDING IS PROVIDED BY SIMPSON STRONG-TIE OR ENGINEER OF RECORD. SOME STEELS HAVE POOR WELDABILITY AND A TENDENCY TO CRACK WHEN WELDED. CRACKED STEEL WILL NOT CARRY LOAD AND MUST BE REPLACED. IN THE EVENT OF A DISCREPANCY BETWEEN THE STRUCTURAL DRAWINGS AND THESE INSTALLATION DRAWINGS, THE STRUCTURAL DRAWINGS ALWAYS GOVERN. VERTICAL STRAPS ARE SOLD SEPARATELY, UNO. WHEN STRAPS OCCUR WITH ATS, REFER TO THE STRUCTURAL DRAWINGS AND ATS INSTALLATION DETAILS. REFER TO THE APPLICABLE CODE FOR MINIMUM NAIL EDGE AND END DISTANCES. TAKE-UP DEVICE ASSEMBLY SIMPSON STRONG-TIE HIGHLY RECOMMENDS THAT A PRE-CONSTRUCTION MEETING BE HELD PRIOR TO PLACEMENT OF CONCRETE TO ASSIST IN THE INSTALLATION PROCESS AND VERIFY QUANTITIES. TO COORDINATE THIS MEETING, CALL SIMPSON SALES AT 800-999-5099. 4'-4" (BRIDGE BLOCK) PLATE HEIGHT ALLOWABLE HORIZONTAL OFFSET 8'-0" 7/8" 1 5/8" 1 7/8" 2" OFFSET 9'-0" 10'-0" AND GREATER 1 DEGREE MAX. PER FLOOR SEE TABLE BELOW 1 DEGREE MAX. PER FLOOR SEE TABLE BELOW 7.FULLY ENGAGE EACH ROD INTO THE SPECIFIED COUPLING NUT OR CTUD UNTIL EACH ROD CAN BE SEEN FULLY IN THE WITNESS HOLES OR POSITIVE STOP HAS BEEN ACHIEVED. 8.INSTALL NUTS AND ISOLATOR NUTS SNUG TIGHT, PLUS AN ADDITIONAL 1/2 TURN. ATS-CTUD655 1/2 3/4-5/82 ATS-CTUD665 1/2 3/4-3/42 ATS-CTUD765 1/2 7/8-3/42 ATS-CTUD871-7/86 1/8 2 1/2 ATS-CTUD881-16 1/8 2 1/2 ATS-CTUD981 1/8-16 1/8 2 1/2 COMPENSATION (IN) 12x STUD BEARING PLATE SOLE PLATE STEEL BEAM PER DESIGNER ROD ATS-1/2 CAGE AND COMPONENTS ATS-1/2-2B2 DHW MODEL (IN) (IN)(IN) ATS-1/2-2C2 ATS-1/2-2D3 163 ATS-1/2-2E3 163 163 163 ALT. STRAP TRANSITION 8 SEE ELEV 4.THE TAKE-UP DEVICE CONFIGURATIONS SHOWN ON THIS SHEET ARE FOR ILLUSTRATIVE PURPOSES ONLY. REFER TO THE ELEVATIONS ON THE SUBSEQUENT PAGES FOR THAKE-UP DEVICE CONFIGURATIONS BASED ON FRAMING CONDITIONS PARTICULAR TO EACH PROJECT OR PER DESIGNERS SHRINKAGE SPECIFICATIONS USE SIMPSON SSP IF POSITIVE CONNECTION OF POST TO SOLE PLATE IS NOT AVAILABLE FLOOR LEVEL SOLID BLOCKING CONTINUOUS BETWEEN OUTSIDE EDGES OF WIDEST POSTS ABOVE OR BELOW(TYP) TAKE-UP DEVICE ASSEMBLY COUPLER ANCHOR BOLT AS SPECIFIED FOUNDATION AND REINFORCING BY DESIGNER SILL PLATE SEE RUN DETAILS COUPLER NUT FOUNDATION TOP LEVEL TOP PLATES NOTE: NO SPLICE IN TOP PLATE IS PERMITTED WITHIN 8" OF ATS ROD BOLT HOLE: OVERSIZED 1/4" MAX COMPRESSION MEMBERS ROD ROD COMPRESSION MEMBERS COMPRESSION MEMBERS ROD ANCHOR FOR TENSION ONLY OVERSIZE SILL HOLE TO AVOID CONTACT WITH SILL NOTE: ALTERNATE BLOCKING ALLOWED W/ SOLID BLOCKING EQUALING FULL WIDTH OF WIDEST POSTS ABOVE OR BELOW PLACED ON EA SIDE OF ROD W/ 3" MAX SPACING BETWEEN BLOCKING BOLT HOLE OVERSIZED 1/4" MAX ASYMMETRICAL COMPRESSION MEMBER RULES 1.MAXIMUM SPACING BETWEEN END STUDS AND INTERIOR STUDS SHALL NOT EXCEED SPACING SPECIFIED IN JOB SPECIFIC RUN DETAILS 2.MAXIMUM SPACING BETWEEN END STUDS AND INTERIOR STUDS SHALL NOT EXCEED 6" WHERE A FLOOR SYSTEM WITH A RIM JOIST OR RIM BLOCKING IS NOT PRESENT (LEDGER OR TOP CHORD BEARING TRUSS CONDITION) 3.TOP PLATE AND STRAP TERMINATI0NS SHALL USE TWO END STUDS ALL LEVELS 4.BRIDGE BLOCK TERMINATI0NS SHALL USE TWO END STUDS AT THE UPPERMOST LEVEL WHEN A SINGLE CRIPPLE IS SPECIFIED AND SHALL USE ONE END STUD IF A DOUBLE CRIPPLE IS SPECIFIED (SEE JOB SPECIFIC RUN DETAILS FOR CRIPPLE SPECIFICATIONS); ALL OTHER LEVELS SHALL USE TWO END STUDS 5.ADDITIONAL LUMBER SHOULD BE ADDED AT THE UPPERMOST LEVEL AS NEEDED FOR END OF WALL FRAMING 6.A MINIMUM OF ONE INTERIOR STUD IS REQUIRED AT ALL LEVELS 7.AT ANY FLOOR LEVEL, A MAXIMUM OF 6 ADDITIONAL STUDS MAY BE USED AT THE INTERIOR STUDS AS COMPARED TO THE INTERIOR STUD PACK ABOVE 8.SEE DETAIL 11 FOR SHEAR WALL EDGE NAILING TOP LEVEL W/ BRIDGE BLOCKTOP PLATE DETAIL 6" MIN ASYMMETRICAL STUDS SYMMETRICAL STUDS NAIL TO EA STUD W/ DESIGNER SPECIFIED EDGE NAILING SPACING X TOTAL NUMBER OF STUDS BUT NOT TO EXCEED 12" O.C. COMPRESSION MEMBERS ON EITHER SIDE OF STRONG ROD NAILING @ 12" O.C. CUT LENGTH PER RUN DETAILS ROD COUPLER WOOD BEAM SEE PLAN WBP PLATE SHEATHING AND NAILING ROD COMPRESSION MEMBERS PER RUN DETAILS COUPLER SDS SCREW NUT (TYP) NOTES: 1. SYMMETRICAL LAYOUT CONFIGURATIONS ARE THE NUMBER OF COMPRESSION MEMBERS REQUIRED ON EACH SIDE OF ROD. 2. 2x6 MEMBERS SIMILAR SYMMETRICAL LAYOUTEND OF WALLINTERIOR SIDE ASYMMETRICAL STUD CONVERSION ALT. BRIDGE BLOCK DETAIL ATS WELDABLE CAGES OPTIONAL SSP WHEN STUD IS OVER PLATE SHEARWALL EDGE NAILING TAKE-UP DEVICE INSTALLATION AT TOP LEVEL 1.ATS IS AN ASSEMBLAGE OF STEEL COMPONENTS, WHICH INCLUDE RODS, PLATES, COUPLER NUTS, TAKE-UP DEVICES AND NUTS. STUDS, POSTS AND BLOCKING ARE NOT SHIPPED WITH THE ANCHOR TIEDOWN SYSTEM. COMPRESSION MEMBERS SHOWN ARE THE MINIMUM SIZES BASED ON FULL SECTION MEMBERS, WITH THE SPECIFICATIONS NOTED BELOW, AND ARE BASED ON LOADS MATCHING THE TENSION FORCE OF THE ROD UNLESS SPECIFIC INSTRUCTIONS OR COMPRESSION FORCES ARE PROVIDED BY THE DESIGNER. THE DESIGNER IS RESPONSIBLE FOR COORDINATION OF LUMBER SPECIFICATIONS, STUD AND POST DESIGN DUE TO CODE LOAD COMBINATIONS AND MODIFICATIONS (HOLES, NOTCHES, ETC) TO THE STUDS AND POSTS.ALL COMPRESSION LUMBER IS BASED ON THE FOLLOWING, UNO: 2X4: 2X6: 3X4: 4X: 6X: 3X6: PSI ALL WOOD PLATES (TOP AND SOLE/SILL) ARE BASED ON THE FOLLOWING, UNO: WITH F'cperp = TAKE-UP DEVICE BEARING PLATE THREADED ROD SOLID BLOCKING PLATE WASHER NUT THREADED ROD SOLID BLOCKING L (IN) 2 1/4 2 1/4 MODEL NO. TUD10 TUD9 SIZE (IN) 1 1/4 1 1/82 1/8 2 3/8 THREADED ROD MAXIMUM W (IN) ATUD55/8 3 1/8 1 3/4 COMPENSATION (IN) 1 1 2 3 7/8 ATUD9-2 1 1/82 1/8 ATUD91 1/82 1/4 2 1/8 2 1 15/16 3/8NO LIMIT ATUD6-23/4 1 3/83/4 2 1/4 ATUD14 2 7/83/4 15/16 1/2NO LIMIT L (IN) MODEL NO. SIZE (IN) THREADED ROD MAXIMUM W (IN) COMPENSATION (IN) 3 7/8 RTUD33/81 7/8NO LIMIT 2 1/4 ATUD14 1 3/42 7/8 RTUD41/21 7/8NO LIMIT 1 7/8 1 7/16 RTUD5 5/83 1/2NO LIMIT 1 7/16 RTUD6 3/43 1/2NO LIMIT ATS-BP5-3x3.53 L WD t MODEL (IN) (IN)(IN) (IN) hole ATS-BP7-3x5.53 ATS-BP9-3x5.53 ATS-BP9-5x5.55 ATS-BP10-3x99 3 ATS-BP10-3x1212 3 ATS-BP10-3x1515 3 ATS-BP10-5x991 5 ATS-BP10-5x1212 5 ATS PLATE DIMENSIONS ATS-BP5-3x5.53 ATS-BP5-5x5.5 ATS-BP7-5x5.55 5 3 1/23/8 1 ATS-BP6-3x5.5 ATS-BP8-3x5.5 ATS-BP6-5x5.5 ATS-BP8-5x5.5 3 3 5 5 ATS-BP10-3x5.53 ATS-BP10-5x5.55 W L C L C L t DHOLE 5 1/2 5 1/2 5 1/2 5 1/2 5 1/2 5 1/2 5 1/2 5 1/2 5 1/2 5 1/2 5 1/2 5 1/2 5/8 5/8 5/8 5/8 5/8 5/8 5/8 3/4 1/2 1/2 1/2 1/2 1 1/2 1 3/4 1 1/2 11/16 11/16 11/16 13/16 13/16 15/16 15/16 1 1/16 1 1/16 1 3/16 1 3/16 1 5/16 1 5/16 1 5/16 1 5/16 1 5/16 1 5/16 1 5/16 SCREW (PROVIDED) BEARING PLATE THROUGH ISOLATOR ISOLATOR NUT AT ANY LEVEL ABOVE CTUD ATS-IN8KT ATS-IN6KT MODEL NO. 3/4 1 ROD DIA. (IN)(IN) WASHER O.D. ATS-IN5KT5/8 ATS-IN7KT7/83 1/8 ATS-IN9KT1 1/8 INSTALL #8x3" NUT AND BEARING PLATE INTO WOOD PLATE ISOLATOR NUT INSTALLATION (TUD OR ATUD) 1.PLACE TAKE-UP DEVICE OVER ROD FROM LEVEL BELOW ONTO APPROPRIATE BEARING PLATE. 2.INSTALL PLATE WASHER ON TOP OF TUD OR ATUD, AND SECURE THE NUT ON TOP BY FINGER TIGHTENING PLUS AN ADDITIONAL 1/2 TO 1/3 TURN WITH WRENCH. 3.REMOVE ACTIVATION PIN. CODE APPROVALS: ICC-ES ESR 2320; LA RR25643 INSTALLATION (RTUD) 1.RTUD MUST BE INSTALLED ON TOP OF BPRTUD BEARING PLATE AND FASTENED THROUGH THE BEARING PLATE TO WOOD PLATES WITH (2)8dX1 1/ 2 MIN NAILS OR (2)#9X11/ 2 STRONG-DRIVE SD SCREWS FOR RTUD3 & RTUD4 AND (2)8DX2 1/ 2 MIN NAILS OR (2)#9X21/ 2 STRONG-DRIVE SD SCREWS FOR RTUD5 & RTUD6 ® (A)TUD CODE APPROVALS: ICC-ES ESR 2320; LA RR25643; FL 10007 NOTES 1. RTUD FULL HEIGHT STUDS EA SIDE W/ EDGE NAILING SPECIFIED BY DESIGNER SCHEDULED CRIPPLE STUDS NAILS PER RUN DETAILS 52" MIN HEIGHT BRIDGE BLOCK NOTES 1.CRIPPLE STUDS SHALL BE 2X MEMBERS ONLY AND BE FIELD NAILED 2.CRIPPLE STUDS SHALL BE NAILED TO FULL HEIGHT STUDS PER ELEVATION DRAWINGS AND DETAILS ABOVE. IF (2) CRIPPLES ARE REQUIRED ON EACH SIDE OF ROD, NAIL CRIPPLE ADJACENT TO FULL HEIGHT STUD WITH SCHEDULED NAILS AND NAIL INNER CRIPPLE WITH 1/ 2 OF THE SCHEDULED NAILS. IF (3) CRIPPLES ARE REQUIRED ON EACH SIDE OF THE ROD, NAIL CRIPPLE ADJACENT TO FULL HEIGHT STUD WITH SCHEDULED NAILS AND THE MIDDLE CRIPPLE WITH 2/ 3 OF THE SCHEDULED NAILS AND THE INNER MOST CRIPPLE WITH 1/ 3 OF THE SCHEDULED NAILS. 3.CRIPPLE STUDS MAY BE NAILED TO FULL HEIGHT STUDS FROM EITHER SIDE 4.IF BRIDGE BLOCK IS SOLID SAWN, IT MUST BE A MINIMUM #1 GRADE; SCL IS ALSO ACCEPTABLE 5.FOR SDS SCREW OPTIONS, CONTACT SIMPSON STRONG-TIE 6.ROD LENGTH AT BRIDGE BLOCK LEVEL BASED ON 52" HEIGHT ABOVE SUBFLOOR. ADDITIONAL ROD LENGTH WILL BE REQUIRED FOR BRIDGE BLOCK HEIGHTS ABOVE 52" 1/4" MIN1/4" MIN 1" MIN END DIST SPACING PER RUN DETAILS DO NOT NAIL BRIDGE BLOCK EXCEPT TOE NAIL TO CRIPPLE STUDS INTERIOR STUDS ROD COUPLER TAKE-UP DEVICE ASSEMBLY RIM JOIST SILL PLATE END STUDS SEE TABLE 6 STUDS MAX DIFFERENCE BETWEEN LEVELS ADD STUDS TO LEVEL ABOVE AS NEEDED INTERIOR STUDS - SEE TABLE ROD SHEARWALL S H E A R W A L L E N D O F CRIPPLE STUDS TAKE-UP DEVICE ROD ASSEMBLY ROD COUPLER TAKE-UP DEVICE ASSEMBLY ROD W L C L C L t PL5-3X3.53 L WD t MODEL (IN) (IN)(IN) (IN) hole ATS PLATE DIMENSIONS PL5-3X5.53 3 1/23/811/16 3 3 COMPATIBLE TAKE-UP DEVICE SERIES ATUD/TUD PL6-3X3.5 PL6-3X5.5 PL9-3X5.5 PL9-3X8.5 PL14-3X8.5 PL9-3X12 PL14-3X12 PL9-3X15 PL10-3X15 PL14-3X15 PL10-5X5.5 PL14-5X5.5 12 PL10-5X8.5 PL14-5X8.5 PL9-5X12 3 3 3 3 3 3 3 3 5 5 5 5 5 12 12 15 15 PL10-5X12512 15 DHOLE L WD t MODEL (IN) (IN)(IN) (IN) hole ATS PLATE DIMENSIONSCOMPATIBLE TAKE-UP DEVICE SERIES 31/4 BPRTUD3-4 3 1/4 BPRTUD5-6A 3 1/2 BPRTUD5-6B 3 3/4 RTUD BPRTUD5-6C3 4 1/21 1 1 3 1/2 5 1/2 5 1/2 5 1/2 5 1/2 5 1/2 8 1/2 8 1/2 8 1/2 8 1/2 W L C L t PL PLATES BPRTUD C L DHOLE 3/8 1/2 1/2 1/2 1/2 1/2 7/8 7/8 7/8 7/8 1 1/4 1 1/4 1 1/4 1 1/4 1 1/2 1 1/2 1 1/2 11/16 13/16 13/16 1 3/16 1 3/16 1 13/16 1 3/16 1 3/16 1 3/16 1 13/16 1 13/16 1 13/16 1 13/16 1 5/16 1 5/16 1 5/16 1 5/16 5 1/2 7 1/2 9/16 5 1 1/82 1/83 ATUD9-3 PER DETAIL 6 MODEL NUMBERSTRONG-ROD UNC THREADS 12" SMOOTH SHANK 123456 L1 1 3/4-1 1/8 1 3/4-1 1/8 1 3/4-1 1/8 SR9H150/14-7 SR9H/14-5 SR9H/14-7 3 IN. ROD DIA. AL 6"6'-0" 7'-5" 7'-5" 2 1/2" 2 1/2" L 1 1/8-7 A UNC THREADS ∅1.75 2" TYP STRONG-ROD MODEL NO. XL COLOR CODE ORANGE STRONG-ROD STRONG-ROD XL FULLY THREADED AND STRONG-ROD IS UNCOATED OR PLAIN BLACK STEEL. STRONG-ROD MODEL DESIGNATION: THE NUMBER FOLLOWING ATS-SR(#) REPRESENTS THE ROD DIAMETER IN 1/8" (i.e. ATS-SR5H IS A 5/8" DIAMETER HIGH STRENGTH ROD). STRONG-ROD XL ARE 1 3/4" DIA WITH 1 1/8" THREADED ENDS AND ARE USED TO REDUCE ELONGATION. NOTES 1. 3. 2. 1 1/8 MODEL NO. 5/8 7/8 ROD DIA. (IN) STRONG-ROD 1 1/4 1/2 3/4 1 - 1 3/8 - 1 1/2 - 1 3/4 - 2 1 3/8 1 1/2 1 3/4 2 SR9H150 SR10H150 1 1/8 1 1/4 SR7H SR9H SR5H 5/8 7/8 1 1/8 SR10H 1 1/4 SR6H 3/4 SR8H 1 MODEL NO. FULL THREAD R5 R6 R8 R7 R9 R10 R4 INSTALLATION 1. 2. 3. 4. 5. THREAD THE CTUD ONTO THE THREADED ROD BELOW, POSITIONING IT WITH ACTIVATION PIN FACING OUT. THREAD THE ROD ABOVE INTO THE CTUD. RODS ARE INSTALLED CORRECTLY WHEN VISIBLE THROUGH THE WITNESS HOLES. DO NOT REMOVE ACTIVATION PIN UNTIL THE ISOLATOR NUT (IN) IS INSTALLED AT LEVEL ABOVE. SECURE ROD AT LEVEL ABOVE WITH BEARING PLATE AND ISOLATOR NUT. ATTACH ISOLATOR NUT TO SOLE PLATE WITH PROVIDED SCREW. REMOVE ACTIVATION PIN AFTER LEVEL ABOVE IS SECURED WITH ISOLATOR NUT. THE CTUD MAY BE INSTALLED IN EITHER DIRECTION. L L (ft) 3 to 51 4 6 to 12 L1 (ft) 1/4" RECOMMENDED (FLUSH MIN.) TAKE-UP DEVICE ASSEMBLY TAKE-UP DEVICE ASSEMBLY TAKE-UP DEVICE ASSEMBLY NOTES 1.SIMPSON STRONG-TIE ASSUMES 6" MINIMUM ANCHOR BOLT PROJECTION TO DETERMINE ROD LENGTHS ABOVE CONCRETE SURFACE UNLESS NOTED OTHERWISE BY THE DESIGNER. IF THIS VARIES, COORDINATE WITH SIMPSON STRONG-TIE PRIOR TO SHIPMENT OF RODS BRIDGE BLOCK SEE DETAIL 4 FOR FASTENING INFORMATION OF RTUD TO PLATES MINIMUM OF 21/ 2" CLEARANCE REQUIRED BETWEEN TOP OF ROD AND BOTTOM OF ROOF DECK AT TIME OF INSTALLATION. WHERE ROD IS REQUIRED TO BE CUT, RECOMMENDED 1/4" ABOVE THE RTUD OR HEX NUT ROD PER SCHEDULE 1/4" RECOMMENDED (FLUSH MIN.) SR11H SR12H SR14H SR16H BRIDGE BLOCK PER RUN DETAILS INTERIOR STUDS END STUD MODEL NUMBERSTRONG-ROD123456 END STUDS L C L C L t DHOLE WBP W L WD t MODEL (IN) (IN)(IN) (IN) hole ATS PLATE DIMENSIONSCOMPATIBLE ROD DIA (IN) 1/2 WBP4-3X3.51/2 3 1/2 1/2 WBP5-3X3.55/8 3 1/2 1/2 WBP6-3X5.53/4 5 1/2 7/8 WBP7-3X8.57/8 8 1/2 1 1/4 WBP8-3X121 12 1 5/8 WBP8-3X151 15 1/2 WBP8-5X5.51 5 1/2 7/8 WBP9-5X8.51 1/8 8 1/2 1 1/4 WBP9-5X121 1/8 12 1 1/4 WBP10-5X121 1/4 12 1/2 5/8 3/4 7/8 1 1 1 1 1/8 1 1/8 1 1/4 NOTES: 1.THREAD ROD THROUGH WBP PLATE 2.THREAD HEX NUT ONTO ROD AND TIGHTEN AGAINST WBP PLATE 3.FASTEN ROD AND WBP PLATE ASSEMBLY TO WOOD BEAM WITH (2) SDS SCREWS (PROVIDED AS A KIT); SEE TABLE FOR SDS SCREW LENGTH 1/4" RECOMMENDED (FLUSH MIN.) 3 4 1/2 SDS SCREW LENGTH (IN) 3 3 3 3 3 3 3 3 5 5 5 5 4 1/2 4 1/2 4 1/2 4 1/2 4 1/2 4 1/2 SEE RUN DETAIL SEE RUN DETAIL SEE RUN DETAIL 6" MAX SOLID BLOCKING TO EXTEND TO OUTERMOST BOTTOM LEVEL STUDS; SEE DETAIL 7 R11 R12 R14 R16 HSR5 HSR6 HSR7 HSR8 HSR9 HSR10 HSR11 HSR12 HSR14 HSR16 HSSR9H150 HSSR10H150 (1) 2x4 ASYMMETRICAL CONFIGURATION (2) 2x4(1) 2x4 (2) 2x4(2) 2x4(2) 2x4 (3) 2x4(2) 2x4(4) 2x4 (4) 2x4(2) 2x4(6) 2x4 (5) 2x4(2) 2x4(8) 2x4 (6) 2x4(2) 2x4(10) 2x4 (7) 2x4(2) 2x4(12) 2x4 (8) 2x4(14) 2x4 (9) 2x4(16) 2x4 (10) 2x4(18) 2x4 (11) 2x4(20) 2x4 (12) 2x4(22) 2x4 (2) 2x4 (2) 2x4 (2) 2x4 (2) 2x4 (2) 2x4 COUPLING TAKE UP DEVICE (CTUD) BEARING PLATES FOR CTUD ISOLATOR NUT DETAIL WOOD BEAM BEARING PLATE 5 2 STRONG-ROD 3 GENERAL NOTES AND CONDITIONS OF USE 1 TAKE UP DEVICE (TUD) 4 7INSTALLATION DETAIL 6914 13 12 11 10ALLOWABLE ROD OFFSET 17 16 15 BEARING PLATES FOR ATUD/TUD AND RTUD No2 No2 No2 No2 No2 No1 SP 565 SP ® ATS-HSR# THEREI S NO EQUAL SSTPO# ATS-HSR# THEREI S NOE QUAL SSTPO# ASYMMETRICAL COMPRESSIOIN MEMBER DESIGN 110 South Albany Street Ithaca, New York 14850 607.277.1118 www.taitem.com The Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal. This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional. CONSULTANTS DRAWN BY: COPYRIGHT: © 2019 VECINO DESIGN PROJECT NUMBER: DATE: 6 / 6 / 2 0 1 9 5 : 2 2 : 4 1 P M C : \ E g n y t e \ P r i v a t e \ d r e w \ D o c u m e n t s \ A r c h i t e c t u r e \ V e c i n o P r o j e c t \ D r a w i n g s \ A r t h a u s _ S t r u c _ 8 . 3 . 6 _ M o v e D e t s . r v t SIMPSON ATS SYSTEM DETAILS S205 18260 Author I t h a c a A r t h a u s 1 3 0 C H E R R Y S T R E E T , I T H A C A T O M P K I N S C O U N T Y , N E W Y O R K 06/10/2019 NO SCALE 1 SIMPSON ATS SYSTEM DETAILS REV.DESCRIPTIONDATE DEMISING WALL (1-HOUR RATED PER U.L. DESIGN NO. U305): (1) LAYER OF 5/8" THICK U.L. CLASSIFIED GYPSUM BOARD OVER 1/2" DEEP RESILIENT CHANNELS (25 MSG GALVANIZED STEEL) VERTICALLY SPACED 24" ON CENTER, MAX. OVER ONE FACE OF 2x6 WOOD STUD FRAMING SPACED PER STRUCTURAL REQUIREMENTS. AT OPPOSITE FACE OF STUDS, INSTALL (1) LAYER OF 5/8" THICK U.L. CLASSIFIED GYPSUM BOARD. -FILL STUD CAVITIES FULL WITH 5-1/2" THICK U.L. CLASSIFIED GLASS FIBER BATT INSULATION. -APPLY CONTINUOUS BEAD OF ACOUSTICAL SEALANT AROUND ENTIRE ASSEMBLY PERIMETER. PRIME AND PAINT. -REFER TO STRUCTURAL DRAWINGS FOR SHEARWALL LOCATIONS AND REQUIREMENTS. P5 P6 P7 P9 TYPICAL 3 5/8" MTL. STUD INTERIOR PARTITION: (1) LAYER OF 5/8" THICK GYPSUM BOARD OVER EACH SIDE OF 3 5/8" METAL STUD FRAMING SPACED 16" ON CENTER, MAX. -PRIME AND PAINT. TYPICAL 6" MTL. STUD INTERIOR PARTITION: (1) LAYER OF 5/8" THICK GYPSUM BOARD OVER EACH SIDE OF 6" METAL STUD FRAMING SPACED 16" ON CENTER, MAX. -PRIME AND PAINT. TYPICAL 2X4 INTERIOR PARTITION: (1) LAYER OF 5/8" THICK GYPSUM BOARD OVER EACH SIDE OF 2X4 WOOD STUD FRAMING SPACED PER STRUCTURAL, MAX. -PRIME AND PAINT. TYPICAL 2X6 INTERIOR PARTITION: (1) LAYER OF 5/8" THICK GYPSUM BOARD OVER EACH SIDE OF 2X6 WOOD STUD FRAMING SPACED PER STRUCTURAL, MAX. -PRIME AND PAINT. TYPICAL 2" INTERIOR PARTITION: (1) LAYER OF 5/8" THICK GYPSUM BOARD OVER 2" WOOD STUD FRAMING SPACED PER STRUCTURAL, MAX. -PRIME AND PAINT EXPOSED SURFACES. 0' - 4 7/8" 0' - 7 1/4" 0' - 2 1/8" 0' - 4 3/4" 0' - 6 3/4" 0' - 7 3/8" P8 P4 P10 P11 TYPICAL 6" MTL. STUD INTERIOR PARTITION: (1) LAYER OF 5/8" THICK GYPSUM BOARD OVER ONE FACE OF 6" METAL STUD FRAMING SPACED 16" ON CENTER, MAX. -PRIME AND PAINT EXPOSED SURFACES. TYPICAL 2 1/2" MTL. STUD INTERIOR PARTITION: (1) LAYER OF 5/8" THICK GYPSUM BOARD OVER EACH SIDE OF 2 1/2" METAL STUD FRAMING SPACED 16" ON CENTER, MAX. -PRIME AND PAINT EXPOSED SURFACES. TYPICAL 2X6 INTERIOR PARTITION: (1) LAYER OF 5/8" THICK GYPSUM BOARD OVER ONE FACE OF 2X6 WOOD STUD FRAMING SPACED PER STRUCTURAL, MAX. -PRIME AND PAINT EXPOSED SURFACES. DEMISING WALL (1-HOUR RATED PER U.L. DESIGN NO. U305): (1) LAYER OF 5/8" THICK U.L. CLASSIFIED GYPSUM BOARD OVER 1/2" DEEP RESILIENT CHANNELS (25 MSG GALVANIZED STEEL) VERTICALLY SPACED 24" ON CENTER, MAX. OVER 1/2" SHEATHING OVER ONE FACE OF 2x6 WOOD STUD FRAMING SPACED PER STRUCTURAL REQUIREMENTS. AT OPPOSITE FACE OF STUDS, INSTALL (1) LAYER OF 5/8" THICK U.L. CLASSIFIED GYPSUM BOARD. -FILL STUD CAVITIES FULL WITH 5-1/2" THICK U.L. CLASSIFIED GLASS FIBER BATT INSULATION. -APPLY CONTINUOUS BEAD OF ACOUSTICAL SEALANT AROUND ENTIRE ASSEMBLY PERIMETER. PRIME AND PAINT. -REFER TO STRUCTURAL DRAWINGS FOR SHEARWALL LOCATIONS AND REQUIREMENTS. DEMISING WALL (1-HOUR RATED PER U.L. DESIGN NO. U305): (1) LAYER OF 5/8" THICK U.L. CLASSIFIED GYPSUM BOARD OVER 1/2" DEEP RESILIENT CHANNELS (25 MSG GALVANIZED STEEL) VERTICALLY SPACED 24" ON CENTER, MAX. OVER 1/2" SHEATHING OVER ONE FACE OF 2x6 WOOD STUD FRAMING SPACED PER STRUCTURAL REQUIREMENTS. AT OPPOSITE FACE OF STUDS, INSTALL 1/2 SHEATHING OVER (1) LAYER OF 5/8" THICK U.L. CLASSIFIED GYPSUM BOARD. -FILL STUD CAVITIES FULL WITH 5-1/2" THICK U.L. CLASSIFIED GLASS FIBER BATT INSULATION. -APPLY CONTINUOUS BEAD OF ACOUSTICAL SEALANT AROUND ENTIRE ASSEMBLY PERIMETER. PRIME AND PAINT. -REFER TO STRUCTURAL DRAWINGS FOR SHEARWALL LOCATIONS AND REQUIREMENTS. 0' - 6 5/8" 0' - 6 1/8" 0' - 7 3/4" 0' - 8 1/4" SHAFT WALL (1-HOUR RATED PER U.L. DESIGN NO. U305): (1) LAYER OF 1" THICK U.L. CLASSIFIED GYPSUM LINER PANEL OVER 2 1/2" CH METAL STUD FRAMING SPACED 16" ON CENTER, MAX. OVER (2) LAYERS OF 5/8" THICK U.L. CLASSIFIED GYPSUM BOARD. -PRIME AND PAINT EXPOSED SURFACES. P3 P2 P1 P0 0' - 3 1/8"0' - 4 3/4" PARTITION TYPES P6b TYPICAL 2X4 INTERIOR PARTITION: (1) LAYER OF 5/8" THICK GYPSUM BOARD OVER EXTERIOR SIDE OF 2X4 WOOD STUD FRAMING SPACED PER STRUCTURAL, MAX. -PRIME AND PAINT. 0' - 4 1/8" TYPICAL 3 5/8" MTL. STUD INTERIOR PARTITION (1-HOUR RATED PER U.L. DESIGN NO. U432): (1) LAYER OF 5/8" THICK U.L. CLASSIFIED GYPSUM BOARD OVER EACH SIDE OF 3 5/8" METAL STUD FRAMING SPACED 16" ON CENTER, MAX. -PRIME AND PAINT. TYPICAL 6" MTL. STUD INTERIOR PARTITION (1-HOUR RATED PER U.L. DESIGN NO. U432): (1) LAYER OF 5/8" THICK U.L. CLASSIFIED GYPSUM BOARD OVER EACH SIDE OF 6" METAL STUD FRAMING SPACED 16" ON CENTER, MAX. -PRIME AND PAINT. 0' - 4 7/8" 0' - 7 1/4" P3b P2b P8b TYPICAL 2X6 INTERIOR PARTITION (1-HOUR RATED PER U.L. DESIGN NO. U305): (1) LAYER OF 5/8" THICK GYPSUM BOARD OVER EACH SIDE OF 2X6 WOOD STUD FRAMING SPACED PER STRUCTURAL, MAX. -PRIME AND PAINT EXPOSED SURFACES. 0' - 7 3/8" EXTERIOR WALL ASSEMBLY: 5/16" VERTICAL FIBER CEMENT SIDING SYSTEM EQUAL TO 'HARDIEPANEL SMOOTH VERTICAL SIDING SYSTEM' OVER 3/4" AIRSPACE W/ 1x4 VERTICAL PRESSURE TREATED WOOD FURRING, OVER 2 1/2" THICK ZIP SYSTEM R (R-12.6), OVER 1/2" THICK EXTERIOR SHEATHING, OVER 6" METAL STUDS SPACED 16" O.C. AT INTERIOR WALL FACE, INSTALL (1) LAYER OF 5/8" THICK GYPSUM BOARD. -REFER TO STRUCTURAL DRAWINGS FOR SHEARWALL LOCATIONS, STUD BRACING, AND SEISMIC DESIGN REQUIREMENTS. -FILL STUD CAVITIES FULL WITH GLASS FIBER BATT INSULATION (R-21) MINIMUM. -FINISH COLORS SHALL BE SELECTED BY ARCHITECT FROM STANDARD MANUFACTURER COLORS. W4 W5 W9 W9a W10a EXTERIOR WALL ASSEMBLY: EIFS SYSTEM EQUAL TO 'STO STOTHERM CI SYSTEM' W/ 2" CONTINUOUS INSULATION (R-7.6) AND AIR/MOISTURE BARRIER, OVER 1/2" EXTERIOR SHEATHING, OVER 6" METAL STUDS SPACED 16" O.C. AT INTERIOR WALL FACE, INSTALL (1) LAYER OF 5/8" THICK GYPSUM BOARD. -REFER TO STRUCTURAL DRAWINGS FOR SHEARWALL LOCATIONS, STUD BRACING, AND SEISMIC DESIGN REQUIREMENTS. -FILL STUD CAVITIES FULL WITH GLASS FIBER BATT INSULATION (R-21) MINIMUM. -FINISH COLORS SHALL BE SELECTED BY ARCHITECT FROM STANDARD MANUFACTURER COLORS. -BACKSIDE OF CONTINUOUS INSULATION SHALL BE GROOVED TO PROVIDE A DRAINAGE PLANE. EXTERIOR WALL ASSEMBLY: 5/16" VERTICAL FIBER CEMENT SIDING SYSTEM EQUAL TO 'HARDIEPANEL SMOOTH VERTICAL SIDING SYSTEM' OVER 3/4" AIRSPACE W/ 1x4 VERTICAL PRESSURE TREATED WOOD FURRING, OVER 2 1/2" THICK ZIP SYSTEM R (R-12.6), OVER 1/2" THICK EXTERIOR SHEATHING, OVER 2x6 PRECUT WOOD STUDS SPACED 16" O.C., MAX. AT INTERIOR WALL FACE, INSTALL (1) LAYER OF 5/8" THICK GYPSUM BOARD. -REFER TO STRUCTURAL DRAWINGS FOR SHEARWALL LOCATIONS, STUD BRACING, AND SEISMIC DESIGN REQUIREMENTS. -FILL STUD CAVITIES FULL WITH GLASS FIBER BATT INSULATION (R-21) MINIMUM. -FINISH COLORS SHALL BE SELECTED BY ARCHITECT FROM STANDARD MANUFACTURER COLORS. EXTERIOR WALL ASSEMBLY: EIFS SYSTEM EQUAL TO 'STO STOTHERM CI SYSTEM' W/ 2" CONTINUOUS INSULATION (R-7.6) AND AIR/MOISTURE BARRIER, OVER 1/2" EXTERIOR SHEATHING, OVER 2x6 PRECUT WOOD STUDS SPACED 16" O.C., MAX. AT INTERIOR WALL FACE, INSTALL (1) LAYER OF 5/8" THICK GYPSUM BOARD. -REFER TO STRUCTURAL DRAWINGS FOR SHEARWALL LOCATIONS, STUD BRACING, AND SEISMIC DESIGN REQUIREMENTS. -FILL STUD CAVITIES FULL WITH GLASS FIBER BATT INSULATION (R-21) MINIMUM. -FINISH COLORS SHALL BE SELECTED BY ARCHITECT FROM STANDARD MANUFACTURER COLORS. -BACKSIDE OF CONTINUOUS INSULATION SHALL BE GROOVED TO PROVIDE A DRAINAGE PLANE. EXTERIOR WALL ASSEMBLY: EIFS SYSTEM EQUAL TO 'STO STOTHERM CI SYSTEM' W/ 4" CONTINUOUS INSULATION (R-15.2) AND AIR/MOISTURE BARRIER, OVER 10" CMU BLOCK WALL. -MATCH ADJACENT WALL COLOR AND FINISH, UNLESS OTHERWISE NOTED. -FINISH COLORS SHALL BE SELECTED BY ARCHITECT FROM STANDARD MANUFACTURER COLORS. -PROVIDE BACKER ROD AND SEALANT AT CONNECTION BETWEEN CMU AND ADJACENT WALL. -BACKSIDE OF CONTINUOUS INSULATION SHALL BE GROOVED TO PROVIDE A DRAINAGE PLANE. EXTERIOR WALL ASSEMBLY: SPLIT FACE 10" CMU BLOCK WALL. -MATCH ADJACENT WALL COLOR AND FINISH, UNLESS OTHERWISE NOTED. -FINISH COLORS SHALL BE SELECTED BY ARCHITECT FROM STANDARD MANUFACTURER COLORS. -PROVIDE BACKER ROD AND SEALANT AT CONNECTION BETWEEN CMU AND ADJACENT WALL. EXTERIOR WALL ASSEMBLY (2-HOUR RATED PER U.L. DESIGN NO. U937): EIFS SYSTEM EQUAL TO 'STO STOTHERM CI SYSTEM' W/ 4" CONTINUOUS INSULATION (R-15.2) AND AIR/MOISTURE BARRIER, OVER 10" CMU BLOCK WALL. -MATCH ADJACENT WALL COLOR AND FINISH , UNLESS OTHERWISE NOTED. -FINISH COLORS SHALL BE SELECTED BY ARCHITECT FROM STANDARD MANUFACTURER COLORS. -PROVIDE BACKER ROD AND SEALANT AT CONNECTION BETWEEN CMU AND ADJACENT WALL. -BACKSIDE OF CONTINUOUS INSULATION SHALL BE GROOVED TO PROVIDE A DRAINAGE PLANE. W3 W6 EXTERIOR WALL ASSEMBLY: 5/16" VERTICAL FIBER CEMENT SIDING SYSTEM EQUAL TO 'HARDIEPANEL SMOOTH VERTICAL SIDING SYSTEM' OVER 3/4" AIRSPACE W/ 1x4 VERTICAL PRESSURE TREATED WOOD FURRING, OVER 2 1/2" THICK ZIP SYSTEM R (R-12.6), OVER 1/2" THICK EXTERIOR SHEATHING, OVER 2x6 PRECUT WOOD STUDS SPACED 16" O.C., MAX. AT OPPOSITE FACE OF STUDS, INSTALL 5/8" THICK GYPSUM BOARD, OVER 1/2" THICK EXTERIOR SHEATHING. -REFER TO STRUCTURAL DRAWINGS FOR SHEARWALL LOCATIONS, STUD BRACING, AND SEISMIC DESIGN REQUIREMENTS. -FILL STUD CAVITIES FULL WITH GLASS FIBER BATT INSULATION (R-21) MINIMUM. -FINISH COLORS SHALL BE SELECTED BY ARCHITECT FROM STANDARD MANUFACTURER COLORS. EXTERIOR WALL ASSEMBLY: EIFS SYSTEM EQUAL TO 'STO STOTHERM CI SYSTEM' W/ 2" CONTINUOUS INSULATION (R-7.6) AND AIR/MOISTURE BARRIER, OVER 1/2" EXTERIOR SHEATHING, OVER 2x6 PRECUT WOOD STUDS SPACED 16" O.C., MAX. AT OPPOSITE FACE OF STUDS, INSTALL 5/8" THICK GYPSUM BOARD, OVER 1/2" THICK EXTERIOR SHEATHING. -REFER TO STRUCTURAL DRAWINGS FOR SHEARWALL LOCATIONS, STUD BRACING, AND SEISMIC DESIGN REQUIREMENTS. -FILL STUD CAVITIES FULL WITH GLASS FIBER BATT INSULATION (R-21) MINIMUM. -FINISH COLORS SHALL BE SELECTED BY ARCHITECT FROM STANDARD MANUFACTURER COLORS. -BACKSIDE OF CONTINUOUS INSULATION SHALL BE GROOVED TO PROVIDE A DRAINAGE PLANE. W7 EXTERIOR WALL ASSEMBLY (1-HOUR RATED PER U.L. DESIGN NO. U305): 5/16" VERTICAL FIBER CEMENT SIDING SYSTEM EQUAL TO 'HARDIEPANEL SMOOTH VERTICAL SIDING SYSTEM' OVER 1-1/2" AIRSPACE W/ 1X4 VERTICAL PRESSURE TREATED WOOD FURRING, OVER 2 1/2" THICK ZIP SYSTEM R (R-12.6), OVER 1/2" LP FLAMEBLOCK EXTERIOR SHEATHING, OVER 2x6 PRECUT WOOD STUDS SPACED 16" O.C., MAX. AT INTERIOR WALL FACE, INSTALL (1) LAYER OF 5/8" THICK TYPE X GYPSUM BOARD. -REFER TO STRUCTURAL DRAWINGS FOR SHEARWALL LOCATIONS, STUD BRACING, AND SEISMIC DESIGN REQUIREMENTS. -FILL STUD CAVITIES FULL WITH GLASS FIBER BATT INSULATION (R-21) MINIMUM. -FINISH COLORS SHALL BE SELECTED BY ARCHITECT FROM STANDARD MANUFACTURER COLORS. W8 EXTERIOR WALL ASSEMBLY(1-HOUR RATED PER U.L. DESIGN NO. U305): EIFS SYSTEM EQUAL TO 'STO STOTHERM CI SYSTEM' W/ 2" CONTINUOUS INSULATION (R-7.6) AND AIR/MOISTURE BARRIER, OVER 1/2" LP FLAMEBLOCK EXTERIOR SHEATHING, OVER 2x6 PRECUT WOOD STUDS SPACED 16" O.C., MAX. AT INTERIOR WALL FACE, INSTALL (1) LAYER OF 5/8" THICK TYPE X GYPSUM BOARD. -REFER TO STRUCTURAL DRAWINGS FOR SHEARWALL LOCATIONS, STUD BRACING, AND SEISMIC DESIGN REQUIREMENTS. -FILL STUD CAVITIES FULL WITH GLASS FIBER BATT INSULATION (R-21) MINIMUM. -FINISH COLORS SHALL BE SELECTED BY ARCHITECT FROM STANDARD MANUFACTURER COLORS. -BACKSIDE OF CONTINUOUS INSULATION SHALL BE GROOVED TO PROVIDE A DRAINAGE PLANE. EXTERIOR WALL ASSEMBLY (1-HOUR RATED PER U.L. DESIGN NO. U419): 5/16" VERTICAL FIBER CEMENT SIDING SYSTEM EQUAL TO 'HARDIEPANEL SMOOTH VERTICAL SIDING SYSTEM' OVER 1-1/2" AIRSPACE W/ 1x4 VERTICAL PRESSURE TREATED WOOD FURRING, OVER 2 1/2" THICK ZIP SYSTEM R (R-12.6), OVER 1/2" LP FLAMEBLOCK EXTERIOR SHEATHING, OVER 6" METAL STUDS SPACED 16" O.C. AT INTERIOR WALL FACE, INSTALL (1) LAYER OF 5/8" THICK TYPE X GYPSUM BOARD. -REFER TO STRUCTURAL DRAWINGS FOR SHEARWALL LOCATIONS, STUD BRACING, AND SEISMIC DESIGN REQUIREMENTS. -FILL STUD CAVITIES FULL WITH GLASS FIBER BATT INSULATION (R-21) MINIMUM. -FINISH COLORS SHALL BE SELECTED BY ARCHITECT FROM STANDARD MANUFACTURER COLORS. W1a W2 W9b EXTERIOR WALL ASSEMBLY (2-HOUR RATED PER U.L. DESIGN NO. U937): 10" CMU BLOCK WALL. -MATCH ADJACENT WALL COLOR AND FINISH, UNLESS OTHERWISE NOTED. -FINISH COLORS SHALL BE SELECTED BY ARCHITECT FROM STANDARD MANUFACTURER COLORS. -PROVIDE BACKER ROD AND SEALANT AT CONNECTION BETWEEN CMU AND ADJACENT WALL. W1b W10 EXTERIOR WALL ASSEMBLY: EIFS SYSTEM EQUAL TO 'STO STOTHERM CI SYSTEM' W/ 4" CONTINUOUS INSULATION (R-15.2) AND AIR/MOISTURE BARRIER, OVER 10" CMU BLOCK WALL. -MATCH ADJACENT WALL COLOR AND FINISH , UNLESS OTHERWISE NOTED. -FINISH COLORS SHALL BE SELECTED BY ARCHITECT FROM STANDARD MANUFACTURER COLORS. -PROVIDE BACKER ROD AND SEALANT AT CONNECTION BETWEEN CMU AND ADJACENT WALL. -BACKSIDE OF CONTINUOUS INSULATION SHALL BE GROOVED TO PROVIDE A DRAINAGE PLANE. WALL TYPES W9c EXTERIOR WALL ASSEMBLY (2-HOUR RATED PER U.L. DESIGN NO. U937): EIFS SYSTEM EQUAL TO 'STO STOTHERM CI SYSTEM' W/ 4" CONTINUOUS INSULATION (R-15.2) AND AIR/MOISTURE BARRIER, OVER 10" CMU BLOCK WALL. -MATCH ADJACENT WALL COLOR AND FINISH, UNLESS OTHERWISE NOTED. -FINISH COLORS SHALL BE SELECTED BY ARCHITECT FROM STANDARD MANUFACTURER COLORS. -PROVIDE BACKER ROD AND SEALANT AT CONNECTION BETWEEN CMU AND ADJACENT WALL. -BACKSIDE OF CONTINUOUS INSULATION SHALL BE GROOVED TO PROVIDE A DRAINAGE PLANE. EXTERIOR WALL ASSEMBLY (1-HOUR RATED PER U.L. DESIGN NO. U305): 5/16" VERTICAL FIBER CEMENT SIDING SYSTEM EQUAL TO 'HARDIEPANEL SMOOTH VERTICAL SIDING SYSTEM' OVER 3/4" AIRSPACE W/ 1X4 VERTICAL PRESSURE TREATED WOOD FURRING, W/ 4" CONTINUOUS INSULATION (R-15.2) AND AIR/MOISTURE BARRIER, OVER 10" CMU BLOCK WALL. W11 W12 EXTERIOR WALL ASSEMBLY: EIFS SYSTEM EQUAL TO 'STO STOTHERM CI SYSTEM' W/ 4" CONTINUOUS INSULATION (R-15.2) AND AIR/MOISTURE BARRIER, ON BOTH SIDES, OVER 10" CMU BLOCK WALL. -MATCH ADJACENT WALL COLOR AND FINISH , UNLESS OTHERWISE NOTED. -FINISH COLORS SHALL BE SELECTED BY ARCHITECT FROM STANDARD MANUFACTURER COLORS. -PROVIDE BACKER ROD AND SEALANT AT CONNECTION BETWEEN CMU AND ADJACENT WALL. -BACKSIDE OF CONTINUOUS INSULATION SHALL BE GROOVED TO PROVIDE A DRAINAGE PLANE. W5a EXTERIOR WALL ASSEMBLY: EIFS SYSTEM EQUAL TO 'STO STOTHERM CI SYSTEM' W/ 2" CONTINUOUS INSULATION (R-7.6) AND AIR/MOISTURE BARRIER, OVER 3/4" EXTERIOR SHEATHING, OVER 1X4 FURRING, OVER 1/2" EXTERIOR SHEATHING, OVER 2x6 PRECUT WOOD STUDS SPACED 16" O.C., MAX. AT INTERIOR WALL FACE, INSTALL (1) LAYER OF 5/8" THICK GYPSUM BOARD. -REFER TO STRUCTURAL DRAWINGS FOR SHEARWALL LOCATIONS, STUD BRACING, AND SEISMIC DESIGN REQUIREMENTS. -FILL STUD CAVITIES FULL WITH GLASS FIBER BATT INSULATION (R-21) MINIMUM. -FINISH COLORS SHALL BE SELECTED BY ARCHITECT FROM STANDARD MANUFACTURER COLORS. -BACKSIDE OF CONTINUOUS INSULATION SHALL BE GROOVED TO PROVIDE A DRAINAGE PLANE. 10 R1 -ROOF ASSEMBLY (1-HOUR RATED PER BUILDING CODE 2015 OF NEW YORK STATE -TABLE 721.1[3] -21) : TPO ADHERED MEMBRANE OVER 6" RIGID INSULATION (R-35 MIN.) OVER (1) LAYER OF 3/4" PLYWOOD OVER 1 1/2" WIDE ROOF TRUSS OVER (2) LAYERS OF TYPE X 5/8" THICK GYPSUM BOARD. F1 -CONCRETE FLOOR ASSEMBLY CONCRETE SLAB PER STRUCTURAL DRAWINGS. F2 -FLOOR / CEILING ASSEMBLY (3-HOUR RATED PER U.L. DESIGN NO. J901): 3" CONCRETE TOPPING OVER 12" PRECAST CONCRETE PLANK, CONCRETE LEVELING SHALL BE PROVIDED AS REQUIRED OVER CONCRETE PLANK (REFER TO STRUCTURAL DRAWINGS). AT EXPOSED EXTERIOR CONDITIONS INSTALL 11-1/4" THICK (R-38) UNFACED GLASS FIBER BLANKET INSULATION BETWEEN BOTTOM OF SLAB AND CEILING BELOW. INSULATION SHALL BE INSTALLED TO RESNET GRADE 1 QUALITY FULLY FILLING CAVITY WITH NO GAPS OR COMPRESSION. F3 -FLOOR / CEILING ASSEMBLY (1-HOUR RATED PER U.L. DESIGN NO. L521, SYSTEM 4): 3/4" THICK FLOOR TOPPING MIXTURE (MINIMUM 1800 PSI) EQUAL TO "USG --LEVELROCK BRAND UNDERLAYMENT", OVER 1/4" THICK SOUND REDUCTION MAT, OVER 3/4" THICK TONGUE AND GROOVE STRUCTURAL PLYWOOD DECKING, OVER 24" DEEP PRE-ENGINEERED OPEN WEB WOOD FLOOR TRUSSES SPACED 16" ON CENTER, MAX. (REFER TO STRUCTURAL FRAMING PLANS). INSTALL 3-1/2" THICK (R-11) UNFACED GLASS FIBER BLANKET INSULATION BETWEEN FLOOR JOIST CAVITIES. AT UNDERSIDE OF FLOOR JOISTS INSTALL (1) LAYER OF 5/8" THICK U.L. CLASSIFIED GYPSUM BOARD OVER 1/2" DEEP RESILIENT CHANNELS SPACED 12" ON CENTER, MAX. RUNNING PERPENDICULAR TO FLOOR JOISTS. REFER TO U.L. DESIGN FOR GYPSUM FINISHING REQUIREMENTS. APPLY SPATTER "KNOCKDOWN" TEXTURE, PRIME AND PAINT. REFER TO FINISH SCHEDULES FOR FLOORING FINISH REQUIREMENTS AND LOCATIONS. OVERALL FLOOR / CEILING ASSEMBLY SHALL HAVE 50 STC (MINIMUM). INSTALL U.L. LISTED CEILING DAMPERS AND GRILLES WHERE REQUIRED PER MECHANICAL DRAWINGS. NOTE: PRE-ENGINEERED OPEN WEB FLOOR TRUSSES SHALL BE PARALLEL CHORD TRUSSES FABRICATED FROM NOMINAL 2X4 LUMBER WITH LUMBER ORIENTED VERTICALLY OR HORIZONTALLY. FLOOR TRUSS DESIGN AND FABRICATION SHALL MEET THE REQUIREMENTS OUTLINED UNDER U.L. DESIGN NO. L521. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL FLOOR TRUSS DESIGN REQUIREMENTS. ASSEMBLY SHALL MEET GA-FC-5012TO ACHIEVE AN IIC RATING OF 50 OR BETTER. F4 -FLOOR / CEILING ASSEMBLY (1-HOUR RATED PER U.L. DESIGN NO. L501): 3/4" THICK FLOOR TOPPING MIXTURE (MINIMUM 1800 PSI) EQUAL TO "USG --LEVELROCK BRAND UNDERLAYMENT", OVER 3/4" THICK TONGUE AND GROOVE STRUCTURAL PLYWOOD DECKING, OVER 8" WOOD JOIST, OVER 1/2" DEEP RESILIENT CHANNELS SPACED 12" ON CENTER, MAX. RUNNING PERPENDICULAR TO FLOOR JOISTS, OVER (1) LAYER OF 5/8" THICK U.L. CLASSIFIED GYPSUM BOARD. F1 F2 R1 F3 F4 2' - 7 3/8" 0' - 6" 2' - 2 5/8" 0' - 10 1/4" ROOF TYPES FLOOR TYPES R2 -ROOF ASSEMBLY (1-HOUR RATED PER BUILDING CODE 2015 OF NEW YORK STATE -TABLE 721.1[3] -21) : TPO ADHERED MEMBRANE OVER 6" RIGID INSULATION (R-35 MIN.) OVER (1) LAYER OF 3/4" PLYWOOD OVER 2X8 WOOD JOISTS OVER (2) LAYERS OF TYPE X 5/8" THICK GYPSUM BOARD. R2 1' - 3 1/4" 1' - 3" RCP REFER TO The Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal. This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional. CONSULTANTS DRAWN BY: COPYRIGHT: © 2019 VECINO DESIGN PROJECT NUMBER: SITE / CIVIL ENGINEER FAGAN ENGINEERS & LAND SURVEYORS, P.C. 113 EAST CHEMUNG PLACE ELMIRA, NEW YORK 14904 CONTACT: 607.734.2165 DATE: DOS ID#5001632 STRUCTURAL ENGINEER TAITEM ENGINEERING, P.C. 110 SOUTH ALBANY STREET ITHACA, NEW YORK 14850 CONTACT: 607.277.1118 MEP ENGINEER TAITEM ENGINEERING, P.C. 110 SOUTH ALBANY STREET ITHACA, NEW YORK 14850 CONTACT: 607.277.1118 LANDSCAPE ARCHITECT WHITHAM PLANNING & DESIGN, LLC 142 EAST STATE STREET, SUITE B ITHACA, NEW YORK 14850 CONTACT: 607.272.1290 GENERAL CONTRACTOR VECINO CONSTRUCTION 305 WEST COMMERCIAL STREET SPRINGFIELD, MISSOURI 65803 CONTACT: 417.720.1577 Bruce Kayvon Adib-Yazdi License No. 038628 8/6/2020 9:31:55 AMBIM 360://18260 - Ithaca Arthaus NY/200619 - Ithaca - Arthaus_R19.rvt WALL TYPES A100 18260 Author Ithaca Arthaus 130 CHERRY STREET, ITHACA TOMPKINS COUNTY, NEW YORK 3/12/2020 REV.DESCRIPTIONDATE 3ADDENDUM 38/2/2019 4ADDENDUM 410/16/2019 5ADDENDUM 511/11/2019 7SUPPLEMENTAL INSTRUCTIONS 2 3/20/2020 9SUPPLEMENTAL INSTRUCTIONS 4 5/13/2020 10SUPPLEMENTAL INSTRUCTIONS 5 8/5/2020 RFI 58 - Fire Rated Ext Walls RFI 58 RFI 58 - Fire Rated Ext Walls RFI 58                                                                                                                                                  -*<  --,'3 2 + 0- +3 -2 )3 + 1 ', )3 2 -2 -+ ,.3 ,'<  -0' '-)2-+ -+ +- -++-1 -  1 )2 -,3 6-2+ 0  + ,.3 ,'<              E F )G )G )G )G )G )G )G )B &7&9 0 >$77H$!  0 4,-2' &7I 0                                                                                                                                                                                                                          2, +-, 0- +3 -2 J     0 , ,,-2'3 2  <                                                     -00 ,' 0- +3 -2<  +43  0<         <  ,-*3 ' ) 00 0-/3 2   ,3 2-,3 2 + +-3 0+ 2' -), 3 2 0023 + , +     2'    <  ,  , , +-  3 2+ 00' 3 2 +4  23 +< <  01 3 2 3 (+, -2+,-0 2' +,--1 -,3   00  *  -03 '   ,3 + ,-1 3 23 <  ,  ,  00  *   +3 2 ,-1   + 3 20 3 23 < <  ,, +- -*, 00 0 2 -, -,,3 '-,K  '13 3 2 ) 00K  2' (+,3 -, ) 00 +4 1 04 ,.3 ,12+< <  ,, +- -*, 00 0 2 -, +4   23 + 0- +3 -2 <  00-) 3 2+3 -2 - ) 00 3 20 +3 -2K  3 20'3 2 , 13 2K  , L ',4) 00 3 2+ 00 +3 -2 2' -+ L ',4) 00 -2+,+3 -2<   2-+3 4 ,-23 0  ,+4 ,3 -, +- 20-3 2 ) 00 3 20 +3 -2 3 2 ,  '3 2 +' -, 3 2+3 -2< M <  + ')003 2 23 +  00  ++' 2' *,3 3 '   *3 2 2 3 , 0 /  , + - 0 + 2 <  1 , . , --+ - + 20-, -2'3 2 +  ,+12+ + 2 3 2'' ,, '3 ,2 -    0<  ++3 2 1 4  ,-,1' 3 2 -,' 2 )3 + 3 +, +1  -, +1  <  ++3 2 )3 00  ,-,1' 4 -)2, N  ,,2+ +3 * + 24 +3 1 +, + , +3 -2 - 00 2+, +3 -2 )3 +3 2 +  ,+12+ 3 , ,,3 ,<   103 2 ,.3 ,12+  , + 2,4 + , 10+3  13 04 3  ,3  ,-, 1< <  3 20 + 00 *,+3  0 * 3 3 2 )3 +3 2 +  ,  ,  )3 +   3 ,0  3 20 +3 -2 )3 + * /+<  +3  3 20 +3 -2  00 (+2' ,-1 +  + 3 ,-2 +- + 2',3 ' - + 3 03 2<  3  2+, +3 -2 +,- 3 03 2  00  3 ,  0'< 2, 0 2-+ +OP Q RS PTTE RUBV  T TPBV  BS S E W PX Y R Y OE T TOPPY  BZZV E PT RUV [ Y R Y OP FBY PQ E BV  BUX E Y PFT TOR\U RU Y OE T TOPPY <   V V  XQ B\E U]TK  E UTY Q ^FPUY TK  RQ  RY OPQ  XR_^FPUY T URY  PW OE GE Y E U] Y OE T TPBV  TOBV V  URY  GP _RUTE XPQ PX ZQ PZBQ PX G[  Y OP Q RS PTTE RUBV K  BUX Y OE T Q RS PTTE RUBV  PW ZQ PTTV [  XE T_V BE FT BU[  BUX BV V  Q PTZRUTE GE V E Y [ S RQ  T^_O ZV BUTK  XQ B\E U]T RQ  XR_^FPUY T URY  PW OE GE Y E U] Y OE T TPBV < +OE T XQ B\E U] BUX Y OP XPY BE V T RU E Y  BQ P Y OP TRV P ZQ RZPQ Y [ RS  Y OP Q RS PTTE RUBV  BUX FB[  GP ^TPX S RQ  Y OE T TZP_E S E _ ZQ R` P_Y  RUV [ <  3 Y  TOBV V  URY  GP V RBUPXK  _RZE PXK  RQ  Q PZQ RX^_PX E U \ORV P RQ  E U ZBQ Y K  RQ  S RQ  BU[  RY OPQ  Z^Q ZRTP RQ  ZQ R` P_Y  \E Y OR^Y  Y OP \Q E Y Y PU _RUTPUY  RS  Y OP Q RS PTTE RUBV < -20+ 2+ ', )2 4a -4,3 +a  b  *3 2- '3 2 ,- + 21 ,a # &; c ;  -2+ +a  < <  7$D#