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Home My WebLink AboutCornell-Olin-Library-Terrace-Renewal_Drawing-Set11/6/2018 3:02:46 PM DISCIPLINE DESIGNATION 6 = GENERAL 5 = STRUCTURAL L = SITE DRAVNINGS A = ARCHITECTURAL M = MECHANICAL E = ELECTRICAL SHEET NUMBER: NUMBERING CONVENTION f G 0 0 1 SHEET TYPE 0 = GENERAL 1 = PLANS 2 = ELEVATIONS 3 = SECTIONS 5 = DETAILS SHEET SEQUENCE NO. DRAWING IEC No. SHEET TITLE GENERAL 6-001 COVERSHEET 6-101 SITE STAGING PLAN 4NOTES 6-102 GORE DATA, WIND UPLIF DESIGN CRITERIA, AND GENERAL NOTES LANDSCAPE L-101 PAVER LAYOUT PLAN L-102 SITE IMPROVEMENT PLAN STRUCTURAL 5-001 DESIGN DATA AND GENERAL NOTES 5-100 EXISTING PARTIAL PLANS 5-101 SECTIONS ARCH ITECTURAL AD -101 TERRACE ROOF AND RAISED PODIUM REMOVAL. PLAN $ NOTES A-101 PROPOSED ROOF PLAN A-102 FLOOR AND ROOF PLAN - ADDITIONAL INFORMATION A-201 ELEVATIONS A-202 ELEVATIONS A-203 ELEVATIONS A-204 ELEVATIONS A-301 EXISTING STAIR PLAN $ SECTIONS A-302 PROPOSED STAIR PLAN $ ELEVATIONS A-303 TYPICAL STAIR SECTION AND STEEL SUPPORT DETAILS A-304 EXISTING RAISED PODIUM PLAN $ SECTION A-305 PROPOSED RAISED PODIUM A-306 GUARDRAIL AND HANDRAIL PLAN, SECTIONS AND DETAILS A-301 STAIR AND RAMP DETAIL A-501 TERRACE DETAILS A-502 TERRACE DETAILS A-503 PODIUM DETAILS A-504 MID-LEVEL ROOF DETAILS A-505 MISCELLANEOUS DETAILS A-506 TERRACE MASONRY DETAILS MECHANICAL M-011 MECHANICAL PLAN - DEMO M-101 MECHANICAL PLAN - NEIN ELECTRICAL E-001 NOTES, LEGEND, SCHEDULES E-011 ELECTRICAL DEMO PLAN E-101 TERRACE POVNER PLAN E-201 ELECTRICAL DETAILS ENVIRONMENTAL DESIGN & RESEARCH 217 MONTGOMERY STREET, SUITE 1000 SYRACUSE, NEW YORK 13202 PHOTO - OLIN LIBRARY LOCATION MAP OLIN LIBRARY TERRACE AREA OF WORK. i bk ENLARGED SITE JPLAN RYAN BIGGS 4592 JORDAN ROAD SKANEATELES FALLS, NY 13153 PH: 315- 685- 4732 FAX: 315- 685- 4753 wwwxyanbiggs.com RYAN BINS CLARK DAVIS 8�91f1��It1Yil9 i BYtV TINS TAITEM 110 SOUTH ALBANY STREET ITHACA, NEW YORK 14850 PH: 607- 277-1118 FAX: 607- 277- 2119 These plans and specifications were prepared by Bell & Spina P.G. Architects / Planners, Syracuse, New York 13204, and to the best of this Office's knowledge, information and belief, said plans and specifications meet the requirements of the 2017 New York State Uniform Fire Code and Building Code, and applicable 2017 Uniform Code Supplements. After visiting the site of the work and fully informing themselves as to all existing conditions and limitations, each bidder is required to notify the office of the Architect, in writing, prior to the bidding, of any existing conditions shown on the drawings that have been changed and would prevent intended installation of new work. It is a violation of the New York State Education Law, Article 145 Sec. 7209, for any person unless he is acting under the direction of a licensed professional Architect, Engineer or Land Surveyor to alter an item in any way. If an item bearing the seal of on Architect, Engineer or Land Surveyor is altered, the altering Architect, Engineer and/or 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. To the best of my knowledge, information, and belief, the construction documents for this project are in conformance with the Building Code of New York State and all other applicable Federal and State laws and regulations, all as currently amended. SITE PLAN bell: Sfl1IIQ ARC -IT -STS 215 Wyoming Street 1151 ifttsford-Victor Rd Syracuse, NY 13204 Stite 125 Ittsford, NY 14534 Tel (315) 488 - 0377 Tel (585) 200 - 5038 Fax (315) 487 - 5947 Fax (585) 487 9532 info@bellandspina.com www.bellandspina.com PROJECT#: 319-18-010 04/24/2019 BIDDING DOCUMENTS SUBMISSION ■ ■ 0 1 ›- _11cr W Z J J W cc Z wO CC 1-0 W SET NUMBER: ti d' O N md Z D J OD N 0 0.)0 Lo ("5 co z d' r � O z cc U z Q H� U 2 GENERAL SITE NOTES: 1. SITE PLAN INFORMATION 15 BASED ON RECORD INFORMATION PROVIDED BY THE CAMPUS. NOT ALL EXISTING UTILITIES, TREES, LANDSCAPING, SIDEWALKS AND PAVEMENTS, EQUIPMENT, FIXTURES AND TOPOGRAPHIC INFORMATION MAY BE SHOWN. CONTRACTOR SHALL FIELD VERIFY AND FAMILIARIZE THEMSELVES WITH THESE CONDITIONS. 5. THE BUILDING WILL BE OCCUPIED DURING THE WORK. EGRESS PATHWAYS SHALL REMAIN UNOBSTRUCTED DURING THE WORK. PROVIDE OVERHEAD PROTECTION AT INGRESS/ EGRESS DOORS, ENTRANCES AND EXIT DOORS IN THE VICINITY OF THE WORK AREA. THE CONTRACTOR SHALL PROVIDE FOR THE DURATION OF THE WORK: A. APPROPRIATE OVERHEAD SCAFFOLDING/BRIDGING FOR OCCUPANTS ENTERING AND EXITING THE BUILDING TO PROTECT FROM FALLING DEBRIS DURING THE WORK. SUCH SCAFFOLDING MAY ALSO DOUBLE FOR CONTRACTOR ACCESS TO THE WORK. OVERHEAD PROTECTION/SCAFFOLDING DESIGN MUST BE PREPARED AND SIGNED BY A LICENSED NYS PROFESSIONAL ENGINEER. SUBMIT FOR OWNER/ARCHITECT REVIEW. B. CONSTRUCT SYSTEM IN ACCORDANCE WITH IBC CHAPTER 33 OF THE 2011 NYS UNIFORM BUILDING 4 FIRE CODE, AND OSHA STANDARDS. PROVIDE BARRIERS TO PROTECT SYSTEMS FROM IMPACT FROM VEHICLES. TEMPORARILY ATTACH TO THE BUILDING. PATCH MASONRY AFTER REMOVALS. G. POST SIGNAGE INDICATING ROOF CONSTRUCTION WORK ABOVE. PROVIDE CONSTRUCTION LIGHTING AT DOOR LOCATIONS, EGRESS AND PUBLIC WALKWAYS, 1OFG MIN. MAINTAIN PATHWAYS AND LIGHTNING FOR THE DURATION OF THE PROJECT. D. COORDINATE THIS WORK WITH THE CAMPUS REPRESENTATIVE. 6. CONTRACTOR SHALL BARRICADE IN THE FORM OF A 6-O" HIGH CHAIN LINK FENCE AROUND THE PERIMETER OF THE LAYOUT AREAS SHOWN AT A MINIMUM, AND AROUND THE CONTRACT LIMIT LINES TO PREVENT PUBLIC ACCESS TO AREAS UNDER GOING WORK. THE FENCE SHALL HAVE A 12' WIDE LOCKABLE DOUBLE GATE CONTRACTOR SHALL ALSO PROVIDE TEMPORARY FENCING AROUND ANY EXCAVATIONS DURING THE WORK. IN LIEU OF A COMPLETE FENCE ENCLOSURE, CONTRACTOR MAY BARRICADE AND SECURE THE BUILDING PERIMETER FROM ACCESS USING THE SCAFFOLDING SYSTEM AND FENCING AS A LAWN T _.T LAW' LAWN 12' DOUBLE GATE ASPHALT P,AviNG 1 T 0 BARRIER. 6.1. CONTRACTORS OPTION: THE CONTRACTOR MAY REUSE THE EXISTING STEEL BARRICADES ON THE TERRACE ROOFING FOR TEMPORARY BARRIERS FOR THE DURATION OF THIS PROJECT. AT THE END OF THE PROJECT, CORNELL WILL TAKE POSSESSION OF BARRIERS. 1 CONTRACTOR 15 RESPONSIBLE FOR SITE REPAIRS IN ACCORDANCE WITH DIVISION 1 - GENERAL REQUIREMENTS S. CONTRACTOR SHALL PROVIDE WATERTIGHT DAILY TERMINATIONS FOR THE WORK, INCLUDING EMERGENCY 24 HOUR/1DAY - 1 HOUR RESPONSE SERVICE FOR ROOF LEAKS, UNTIL PROJECT COMPLETION. q. ROOFING CONTRACTOR WILL NOT HAVE ACCESS TO THE ROOF FROM INSIDE THE BUILDING. CONTRACTOR SHALL PROVIDE, AT CONTRACTOR'S OPTION, A SCAFFOLDING STAIR TO ACCESS THE ROOF DURING CONSTRUCTION. THIS ACCESS WILL BE WITHIN THE CONTRACT LIMIT LINES AND BE LOCKED WHEN NOT IN USE. ALL SCAFFOLDING SHALL BE LOCKED FOR ACCESS AT THE END OF EACH DAY. CONTRACTOR SHALL PROVIDE BARRIER AROUND SCAFFOLDING 10. CONSTRUCTION HOURS SHALL BE COORDINATED WITH THE UNIVERSITY; CITY NOISE ORDINANCE 15 1:SOAM TO 10:OOPM. 11. TEMPORARY ROAD CLOSURES MUST BE COORDINATED WITH THE CAMPUS 2 WEEKS PRIOR TO CLOSURE. MAINTAIN ROAD ACCESS WIDTH IN ACCORDANCE WITH LOCAL AND STATE REGULATIONS, BUT NOT LESS THAN 14'-0" WIDE. 12. CONTRACTOR PARKING 15 NOT AVAILABLE ON SITE; OFF SITE PARKING 15 AVAILABLE. COORDINATE WITH THE UNIVERSITY. Arts Quad LAWN ASPHALT PAVING M M - 1111111111= - - - - I I - INN - L CONTRACT LIMIT LINE LINE OF BUILDING BELOW GRADE ASPHALT PAVING BENCH SEE TYPICAL TREE PROTECTION 2/0-101 DETAIL h Library 0 GRADE) TERRACE PODIUM - OVERHEAD PROTECTION. ANCHOR STAYS TO LAWN ONLY. PROTECT GRANITE PAVERS 205°-6" EXTENT OF TEMPORARY CONSTRUCTION PATH OF EGRESS FOR PHASING OF WESTERN STAIR WORK TERRACE LI 'E OF :• ILDING ELOW GRADE = 1 1 1 1 1 1 • LINE OF TUNNEL BELOW GRADE. NO VEHICULAR LOADING 110641 213 15741 1,e51 200Jr3. 20006 1226 112631 01 2133 01 1213013 3( 20000 2002A 11,46191 ,% 20000 �� 1,273 ■ ■ 2165A��,.:rrLlb�r,sr i I -j �.f 12]21 232 SEQUENCING NOTE: 01L 20 N 2 201J .151 201K 151 1171 INTERIOR ELECTRICAL 23 IS TO BE COMPLETED SESSION 7I -u ii '-' 623 20000 ROUGH -IN SCOPE OF WORK DURING THE SUMMER 12,297( 223 222 221 220 166 1 56 i - 67 1 99 1 EXTENT OF PHASED CLOSURE FOR WORK AT EAST END TERRACE CO ' TRACT LI T LINE a CON ACT LIMI LINE ASPHALT PAVING 0 SEE TYPICAL TREE PROTECTION 2/6-101 DETAI 12' DOU LE GAT AD (PRIMARY AGGES -:30AM-SAM DEL RIES • Y) PRIMA.Y PATH OF CONTRACTOR ACCESS TO ROOF HYDRANT ASPHALT PAVING /0101 -1`Sib P2/ '101 HO PLAZA 1 (STREET ACCESS)I LAWN FENCIN 2fr FfLTIffJJ Ar r CONCRETE PAVING SEE TYPI PROTEG 2/G-1 e - AL 'E ION DE 'AIL SITE PLAN CONCRETE PAVING LAWN / Cornell \ �„� / Store \ (BELOW GRADE) Tp Ar\i7G 4 P1/0101 SCALE: 1132" = T-0" SITE NOTES: 1. CONTRACTOR TO VERIFY LOCATION AND SIZES OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION (COORDINATE IN/ THE FACILITY 4 UFPO @ 800-q62-1862). 2. THE CONTRACTOR SHALL RESTORE LAWNS, DRIVEWAYS, WALKWAYS, CATCH BASINS, SIGNS AND OTHER PUBLIC OR PRIVATE PROPERTY DAMAGED OR REMOVED TO AT LEAST A5 GOOD A CONDITION A5 BEFORE BEING DISTURBED 3. ALL WORK SHALL BE DONE IN STRICT COMPLIANCE WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES, STANDARDS, ORDINANCES, RULES AND REGULATIONS. SPECIFIC ATTENTION SHALL BE PAID TO ADA 4 ANSI ACCESSIBILITY STANDARDS. 4. THE CONTRACTOR SHALL MAINTAIN IN PLACE ALL BURIED UTILITIES INCLUDING BUT NOT LIMITED TO PIPES, DRAINAGE CULVERTS, AND UNDERGROUND TELEPHONE, GAS AND ELECTRIC UNLESS OTHERWISE NOTED ON THE PLANS, AND SHALL ASSUME ALL COSTS AND EXPENSES FOR DAMAGES CAUSED DURING CONSTRUCTION. UNLESS OTHERWISE SPECIFIED, ANY AND ALL DAMAGES SHALL BE REPAIRED WITH THE SAME OR BETTER MATERIALS, AT THE CONTRACTORS EXPENSE. 5. THE CONTRACTOR SHALL AT ALL TIMES EXERCISE CAUTION IN HIS OPERATIONS AND PROVIDE FOR THE SAFETY AND PROTECTION OF ALL PERSONS ON OR ABOUT THE SITE. ALL PROVISIONS OF JOB SAFETY AND HEALTH STANDARDS AS REQUIRED BY THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) AND NYS DEPT. OF LABOR SHALL BE OBSERVED BY THE CONTRACTOR. 6. MISCELLANEOUS WORK NOT SPECIFICALLY SHOWN ON THE CONTRACT DRAWINGS SUCH AS PATCHING, BLOCKING, TRIMMING, ETC. SHALL BE PERFORMED AS REQUIRED TO MAKE THE WORK COMPLETE. 7. CONTRACTOR'S OPTION: 11. REUSE OF THE CORNELL OWNED BALLASTED FENCING CURRENTLY ON THE ROOF 15 PERMITTED FOR THE CONTRACTORS USE AS ACCESS BARRIERS. 12. CORNELL WILL PICKUP FENCING FROM SITE AFTER COMPLETION OF THE PROJECT, OR IF NOT USED AT THE COMMENCEMENT OF THE PROJECT. 13. THE CONTRACTOR 15 RESPONSIBLE FOR PROTECTING THE RAILINGS FROM UNREASONABLE DAMAGE. S. ALL NOISY WORK, INCLUDING STONE ROOF BALLAST REMOVAL (IF VACUUM TRUCKS ARE UTILIZED) ARE TO BE COMPLETED ON WEEKEND DAYS ONLY. CONTRACTOR TO TURN OVER STONE BALLAST TO CORNELL UNIVERSITY AT PALM ROAD LOCATION. VERIFY EXACT LOCATION AND DELIVERY TIME WITH OWNER REPRESENTATIVE. q. TEMPORARY EXITS SHALL BE COORDINATED WITH CORNELL AND ENVIRONMENTAL HEALTH AND SAFETY. NO EXIT SHALL BE CLOSED WITHOUT 48 HOURS NOTICE AND CORNELL APPROVAL. 10. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY WAY FINDING AND CONSTRUCTION SIGNAGE FOR THE DURATION OF THE PROJECT. COORDINATE WITH OWNERS REPRESENTATIVE. LEGEND MARK DESGRIFTION CLL CONTRACT LIMIT LINES ZLL FENCE LINE o o o o OVERHEAD PROTECTION (SHOWN SCHEMATICALLY) y.•�.o.�oF•..•.•• O�;••.p�+�p+ti.�.�;► The Contractor shall verify all dimensions and notify the Architect in writing of any discrepancies. All drawings and specifications are the property of the Architect and shall be used only on the job designated. MARK DATE DESCRIPTION EXISTING ENTRANCE EXIT DOORS, MAINTAIN AND KEEP CLEAR o EXISTING ENTRANCE / EXIT DOOR TO BE TEMPORARILY CLOSED DURING WORK HOURS. PROVIDE SIGNAGE. COORDINATE WITH OWNER. EXTENT OF CONTRACTOR STAGING AREA /1/1/// ///, / CHECKED DKA PHOTO P1/G-101 - STAGING AREA PHOTO P2/G-101 - STAGING AREA PHOTO P3/G-101 - STAGING AREA PHOTO P4/G-101 - TEMPORARY FENCE REUSE OPTION EXISTING TREE 4x4 POST GRITIGAL ROOT ZONE `�w .4411` `,♦IIS .SII\ TREE GUARD VARIES 2X6, LENGTHS VARY USE 16 PENNY NAILS GRADE MAILBOX POST ANCHOR, TYP. 4x4 POST POST SIGN, 51/2"x11", "VEGETATION AND SOIL PROTECTION ZONE, NO VEHICLES, NO STORAGE" NOTES: TREE DRIP LINE GRITIGAL ROOT ZONE TREE DRIP LINE GRITIGAL ROOT ZONE: DIAMETER OF TRUNK IN INCHES* MULTIPLIED BY 1.5 FEET OR 5' OUTSIDE OF DRIP LINE WHICHEVER IS GREATER *MEASURED AT 4.5' MULTIPLE TREES OR SHRUBS ABOVE GROUND 1. CONTACT DIG SAFELY NEW YORK (DIAL 811) PRIOR TO INSTALLING PROTECTIVE FENCING. 2. PROTECTION ZONE FENCING SHALL BE ERECTED AT THE EDGE OF THE GRITIGAL ROOT ZONE OR BEYOND PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY. 3. THE PROTECTED GRITIGAL ROOT ZONE OF EACH TREE SHALL EXTEND FROM THE TRUNK A MINIMUM DISTANCE OF THE DIAMETER OF TRUNK IN INCHES (MEASURED AT 4.5' ABOVE GROUND) MULTIPLIED BY 1.5' OR 5' OUTSIDE OF DRIP LINE, WHICHEVER 15 GREATER. 4. WOOD FENCE SHALL BE MINIMUM 4' HIGH ON ALL SIDES. 5. FENCE SHALL BE SUPPORTED BY VERTICAL POSTS WITH MANUFACTURED MAIL BOX POST ANCHORS. 6. NO VEHICULAR TRAFFIC, STOCKPILING OF MATERIALS OR STORAGE OF EQUIPMENT SHALL BE ALLOWED WITHIN THE FENCING. FENCING SHALL NOT BE MOVED OR REMOVED UNLESS APPROVED BY THE PROJECT MANAGER. 1 FENCING SIGNAGE AS DETAILED MUST BE POSTED IN A VISUALLY PROMINENT LOCATION. 8. MULTIPLE TREE FENCE LAYOUT PREFERRED OVER FENCING EACH TREE INDIVIDUALLY. TYPICAL TREE PROTECTION DETAIL SCALE: 6" in 1'-0" bell spina ASC IT=CTS 215 Wyomiig Street 110-Cl'ittfortl-Yetor Syracuse, NY 13204 Its NY 14534 Tel (315) 488. 0377 Tel (5 MO - Fax (315) 487 - 5947 Fax ('^*r 457 - info@bellandspina.com www.bellandspina.com It Is a violation of the New York State Education Law, Article 145 Sec. 7209, for any person unless he is acting under the direction of a licensed professional Architect, Engineer or Land Surveyor to alter an item in any way. If an item bearing the seal of an Architect, Engineer or Land Surveyor Is altered, the altering Architect, 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 PROJECT NORTH CONSULTANT W U ¢~ DCQ W 161 HO PLAZA ITHACA, NY 14853 CLIENT PROJ. NO: 10902 ZLL PROJECT NUMBER 319-18- 010 The Contractor shall verify all dimensions and notify the Architect in writing of any discrepancies. All drawings and specifications are the property of the Architect and shall be used only on the job designated. MARK DATE DESCRIPTION DRAWN JDT CHECKED DKA DATE 04/24/2019 SCALE AS NOTED SHEET TITLE SITE STAGING PLAN & NOTES SI-EET NUMBER G-101 SHEET 2 OF /2019 5:50:38 PM BUILDING CODE SUMMARY DATA BUILDING NAME AND LOCATION OLIN LIBRARY 161140 PLAZA ITHACA, NY 14853 TOMPKINS COUNTY CODE REFERENCE 2011 NYS BUILDING CODE AND / OR 2011 NYS EXISTING BUILDING CODE ITEM (SECTION) EXISTNG PROPOSED REMARKS ALTERATION CLASSIFICATION TYPE (EBGNYS CHAPTER 5) USE 4 OCCUPANCY GROUP (BGNYS CHAPTER 3) B, A-3 ALTERATION LEVEL 2 NO CHANGE ROOF 4 STAIR REPLACEMENT IN KIND. NEW RAMP STRUCTURE TO PODIUM CONSTRUCTION TYPE (BGNYS CHAPTER 6) IIA NO CHANGE NO CHANGE NO CHANGE TO EXISTING POURED -IN PLAGE CONCRETE DECK 4 PROTECTED (SFRM) STEEL ROOF DECK. BUILDING HEIGHT (BGNYS 5043) 80,-0" N/C N/C BUILDING AREA (BGNYS 506.2) N/G N/C N/G BUILDING NO. STORIES (BGNYS TBL 504.4) 1 STORIES + 2 BELOW GRADE LEVELS N/C N/C MIXED USE AND OCCUPANCIES SEPARATION OF OCCUPANCIES (BGNYS 508.4) INCIDENTAL USES (BGNYS 501) ACCESSORY USE AREAS (BGNYS 508.2) SPECIAL USE 4 OCCUPANCY (BGNYS CHAPTER 4) N/G N/C N/C N/C N/G N/G N/G N/C N/C N/C N/G N/C MEANS OF EGRESS (BGNYS CHAPTER 10) N/C N/C N/C ACCESSIBILITY (BGNYS CHAPTER 11) N/C N/C YES - IN THE WORK AREA N/A - NOT APPLICABLE N/C - NO CHANGE N/R - NOT REQUIRED N/P - NOT PROVIDED ECCNYS COMPLIANCE DATA COUNTY CLIMATE ZONE COMMERCIAL / RESIDENTIAL TOMPKINS COUNTY 6A COMMERCIAL COMPLIANCE METHOD (IEGG SECTION 0401) IEGG NYS CHAPTER 4 4 2016 ENERGY CODE SUPPLEMENT ENVELOPE SCOPE OF WORK REPLACEMENT OF ROOF ASSEMBLY DOWN TO THE EXISTING VAPOR RETARDER ITEM (SECTION) EXISTING REQ. REMARKS ROOF INSULATION INSULATION ABOVE ROOF DECK R -12.5c i R -30c i R-12.5Ci (TERRACE 4 PODIUM) R-10ci (STAIR LANDING) FLASHING CONDITIONS AT THE EXISTING WINDOWS 4 PERIMETER PROHIBIT CODE COMPLIANT ROOF INSULATION. ATTIC INSULATION N/G N/C N/G WALLS ABOVE GRADE N/C N/C N/C WALLS BELOW GRADE N/G N/C N/C SLAB ON GRADE FENESTRATION VERTICAL FENESTRATION (MAX30%) U -FACTOR (FIXED) N/G N/C N/C N/C N/C N/C U -FACTOR (OPERABLE) N/C N/C SHOO N/G N/C U -VALUE (SKYLIGHTS) N/C N/C N/C N/C N/C AIR LEAKAGE N/G N/C N/C VAPOR RETARDER N/C N/C N/C AIR BARRIER N/G N/C N/C N/A - NOT APPLICABLE N/C - NO CHANGE N/R - NOT REQUIRED N/P - NOT PROVIDED TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, SUCH PLANS OR SPECIFICATION ARE IN COMPLIANCE WITH THE 2011 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. GENERAL DESIGN NOTES: 1. THIS PROJECT'S DESIGNED IN ACCORDANCE WITH 2016 UNIFORM CODE (2016 UNIFORM FIRE PREVENTION AND BUILDING CODE) 4 2016 ENERGY CODE (THIS CODE 15 BASED IN NYS LAW), CONSISTING OF: • 2015 INTERNATIONAL • 2015 INTERNATIONAL • 2015 INTERNATIONAL • 2015 INTERNATIONAL • 2015 INTERNATIONAL • 2015 INTERNATIONAL • 2015 INTERNATIONAL • 2015 INTERNATIONAL • 2011 UNIFORM CODE BUILDING CODE RESIDENTIAL CODE EXISTING BUILDING CODE FIRE CODE PLUMBING CODE MECHANICAL CODE FUEL GAS CODE PROPERTY MAINTENANCE CODE SUPPLEMENT • 2015 INTERNATIONAL ENERGY CONSERVATION CODE • 2013 ASHRAE 90.1 • 2016 ENERGY CODE SUPPLEMENT. 2. EXPOSED MATERIALS THAT WERE ANTICIPATED TO BE WITHIN THE SCOPE OF THIS PROJECT AT THE TIME OF DESIGN HAVE BEEN TESTED FOR ASBESTOS AND LEAD PAINT CONTENT. SEE THE HAZARDOUS MATERIAL SURVEY REPORT APPENDED TO THE PROJECT MANUAL FOR A LIST OF TESTED MATERIALS. AND THEIR RESULTS. IN SUMMARY, AGM MATERIALS 4 LEAD BASED MATERIALS ARE ANTICIPATED TO BE DISTURBED. 3. THE SCOPE OF WORK GENERALLY INCLUDES THE FOLLOWING: • COMPLETE REMOVAL AND REPLACEMENT OF THE EXISTING ROOF ASSEMBLY ON THE 1ST FLOOR TERRACE ROOF 4 STAIR LANDINGS, INCLUDING STAIR LANDINGS, RAISED PODIUM AND RAMP AREAS, • REMOVAL AND REPLACEMENT OF DETERIORATING CONCRETE STAIR STRINGERS ON THE WESTERN STAIR, • LOCALIZED ABATEMENT OF ASBESTOS CONTAINING MATERIALS AROUND THE WINDOWS, • REMOVAL, RECONFIGURATION AND REPLACEMENT OF ROOF PAVERS, GRANITE TREADS, GRANITE PANELS AND SUPPORTING STAINLESS STEEL SUPPORT PLATES ON THE TERRACE, WESTERN STAR AND RAISED PODIUM, • CONSTRUCTION OF A NEW ADA ACCESSIBLE RAMP STRUCTURE TO THE RAISED PODIUM WITH ASSOCIATED GRANITE PANELS AND SUPPORT STAINLESS STEEL SUPPORT PLATES, • REMOVAL, REPLACEMENT AND RECONFIGURATION OF RAILINGS, HANDRAILS AND BARRIER RAILINGS. INCORPORATE ILLUMINATED HANDRAILS, • REPLACEMENT OF EXISTING ROOFTOP MECHANICAL FAN UNITS, • REMOVAL, REPLACEMENT AND RECONFIGURATION OF ROOF LIGHTING AND INCORPORATION OF NEW LIGHTING FIXTURES, • REMOVAL AND REINSTALLATION OF EXISTING ROOFTOP LIGHTNING PROTECTION SYSTEMS, • REPAIR, RECONSTRUCTION AND RECONFIGURATION OF STONE MASONRY. • LOCALIZED SITE RESTORATION, RECONFIGURATION AND PLANTINGS. 4. ALL WORK IS BASED ON ITHACA LANDMARKS PRESERVATION COMMISSION RESOLUTION "APPLICATION FOR CERTIFICATE OF APPROPRIATENESS" APPROVED 01/8/2019. 5. THE ROOFING SYSTEMS AND FLASHINGS SHALL BE MANUFACTURED AND INSTALLED IN ACCORDANCE WITH FM GLOBAL STANDARDS TO ACHIEVE A 1-60 RATING (ZONE 1) UNLESS NOTED OTHERWISE. CUSTOM FABRICATED PERIMETER EDGE METAL FLASHINGS ARE REQUIRED TO TESTED AND APPROVED IN ACCORDANCE WITH ANSI/SPRI/FM-4435/ES-1 UNDER THIS CONTRACT. REFER TO THE PROJECT SPECIFICATIONS. 6. PROJECT MOCKUPS: MOCKUP REQUIREMENTS ARE INNUMERATED IN THE PROJECT SPECIFICATIONS. THE FOLLOWING IN PLACE OR ON THE BUILDING MOCKUPS ARE REQUIRED. LOCATIONS TO BE APPROVED BY THE ARCHITECT: • STONE RESTORATION • INTEGRATED MOCKUP OF STAIR TREAD, SUPPORT PLATE, GUARDRAIL AND HANDRAIL. • PEDESTAL AND PAVER SYSTEM LOWER STAIR LANDING MID LEVEL STAIRP LANDING STRUCTURAL DESIGN DATA: 1 REFER TO STUCTURAL DESIGN NOTES ON DRAWING 5-001 FOR MORE INFORMATION. RELATED ROOF WIND PRESSURES ARE LISTED ON THIS SHEET. ROOF DESIGN WIND UPLIFT NOTES 1. DESIGN WIND UPLIFT PRESSURES ARE DERIVED IN ACCORDANCE WITH ASCE 1-10 AND/OR THE 2015 BUILDING CODE OF NEW YORK STATE AS AMENDED BY THE NEW YORK STATE 2011 UNIFORM GORE SUPPLEMENT. 2. WIND PRESSURES ARE CONSERVATIVELY BASED ON AN EFFECTIVE COMPONENT 4 CLADDING AREA OF 10 SQUARE FEET OR LESS. PRESSURES ARE APPLIED NORMAL TO THE SURFACE OF THE COMPONENT OR CLADDING. 3. THE ROOFING MANUFACTURER SHALL PROVIDE A TOTAL SYSTEM CAPABLE OF RESISTING THE WIND UPLIFT PRESSURES AT THE DEPICTED LOCATIONS, APPLYING A MINIMUM 2.Ox FACTOR OF SAFETY. 4. THE MANUFACTURER OF METAL EDGE COMPONENTS FOR THE ROOF PERIMETER SHALL PROVIDE SYSTEMS CAPABLE OF RESISTING THE WIND UPLIFT PRESSURES AT THE DEPICTED LOCATIONS, APPLYING A MINIMUM 1.61x FACTOR OF SAFETY, IN ACCORDANCE WITH ANSI/SPRI/FM-4435/ES-1 TEST STANDARDS. 5. MISCELLANEOUS FASTENERS ANCILLARY TO THE PROPRIETARY SYSTEMS OF THE ROOFING AND METAL EDGE COMPONENT MANUFACTURERS SHALL BE CAPABLE OF RESISTING THE WIND UPLIFT PRESSURES AT THE DEPICTED LOCATIONS, APPLYING A MINIMUM 4.Ox FACTOR OF SAFETY. ROOF COMPONENT & EXTERIOR WALL CLADDING WIND PRESSURE ROOF AREA WIDTH (a) ZONE 1 ZONE 2 ZONE 3' ZONE 4 ZONE 5 EQLJVLANT FM (WALL CORNER ZOt ZONE) (EDGE Z0145) (CORNER Zola) (WAUL E GE ZONE) RATING PRESSURE 0, C1,12, E WIND 1-0" LOAD PRESSURES ± 21.6 psf ABOVE ± 43.2 psf h5.0psf ARE BASED ON ALLOWABLE --18.6/+24.8 STRESS DESIGN psf FM 1-60 (ASD) WIND PRESSURES 1. WIND PRESSURES ARE GIVEN FOR FLAT ROOF CONFIGURATIONS. THE PRESSURES ARE DERIVED BASED ON ASCE 1-10 WIND PRESSURES, ASSUMING RISK GAT II, EXPOSURE 0, Kz= 1.0. THE LARGER WIND PRESSURE SHALL GOVERN DESIGN AND ENGINEERING CALCULATIONS. ZONE 2 ////////////////////// //////////////////////////////2 as 2a 2a ZONE 3 ZONE 2 TERRACE OLIN LIBRARY TOWER (NIC) WIND UPLIFT DESIGN PRESSURE PLAN ZONE 2 ZONE 1 ZONE 3 hell spina ASC IT=CTS 215 Wyomiig Street 110-0 Syracuse, NY 13204 Filtsfori,P41° 14634 Tel (315) 488. 0377 To! ON MO - Fax (315) 487 - 5947 Fax ( *..: 487 - info@bellandspina.com www.bellandspina.com It Is a violation of the New York State Education Law, Article 145 Sec. 7209, for any person unless he is acting under the direction of a licensed professional Architect, Engineer or Land Surveyor to alter an item in any way. If an item bearing the seal of an Architect, Engineer or Land Surveyor Is altered, the altering Architect, Engineer or Land Surveyor shall affix to the item ria seal and the notation 'altered by followed by his signature and the date of such alteration, and a specific description of the alteration PROJECT NORTH CONSULTANT W U CC D W 161 HO PLAZA ITHACA, NY 14853 CLIENT PROJ. NO: 10902 PROJECT NUMBER 319-18- 010 The Contractor shall verify all dimensions and notify the Architect in writing of any discrepancies. All drawings and specifications are the property of the Architect and shall be used only on the job designated. MARK DATE DESCRIPTION DRAWN DKA CHECKED DKA DATE 04/24/2019 SCALE AS NOTED SHEET TITLE CODE DATA, WIND UPLIF DESIGN CRITERIA, AND GENERAL NOTES SI-EET NUMBER G-102 SHEET 3 OF 0, N N +/- 4.5 PAVER COURSES +/- 4.5 PAVER COURSES PAVER ELEV: 806'-4" REFER TO PAVER LAYOUT ENLARGEMENT PLANS 2, SHEET L-101 ALIGN WITH FACE OF STONE LANDING REFER TO PAVER LAYOUT ENLARGEMENT PLANS 2, SHEET L-101 ALIGN WITH STONE WALL 6 PAVER COURSES 9 PAVER COURSE STEPS STEPS 1 _..1 1 .F..1..1. 1 m:.1 ammo 1 i m 1 :1 PAVER ELEV: 817'-5" • 2 PAVER COURSES 2 PAVER COURSES PAVER ELEV: 817'-4" PAVER ELEV: 817'-4" PAVER ELEV: 819'-10" GRADE ELEV: +/- 802"-4" PAVER ELEV: 813'-10" ROOF ELEV: 817'-4" (FOR REFERENCE) PAVER ELEV: 817'-5" SEE ARCHITECTURAL DRAWINGS FOR STONE WALL OPENING PAVER ELEV AT DOOR: 817'-6%2" (FLUSH TO DOOR) TOP OF GRANITE THRESHOLD ELEV: 817'-3%2" LEGEND ITEM SYMBOL HEAVY WEIGHT CONCRETE PAVERS 18" X 36" NOTES: 1. REFER TO ARCHITECTURAL DRAWINGS FOR PEDESTAL SUPPORT DETAILS. 2. ALL PAVER ELEVATIONS FLAT UNLESS NOTED OTHERWISE. OLIN LIBRARY PAVER ELEV AT DOOR: +/- 817'-6Y2" (FLUSH TO DOOR) PAVER LAYOUT PLAN Scale: 1" = 20'-0" +/- 7 PAVER COURSES i f SEE ARCHITECTURAL DRAWINGS FOR GUARD RAIL POST LAYOUT. FIELD CUT PAVERS AROUND POSTS, TYP J r 'NV SEE ARCHITECTURAL DRAWINGS FOR GRANITE PAVERS AND STAIR TREADS PAVER LAYOUT ENLARGEMENT PLANS Scale: 1" = +/- 2 PAVER COURSES +/- 2 PAVER COURSES • +/- 26 PAVER COURSES +/- 26 PAVER COURSES MI MIMI • • li SEE ARCHITECTURAL DRAWINGS FOR GUARD RAIL POST LAYOUT. FIELD CUT PAVERS AROUND POSTS, TYP STIMSON HALL 20 10 10 20 40 RAMP SEE ARCHITECTURAL DRAWINGS FOR GRANITE PANELS AND STAIR TREADS PAVER ELEV: 819'-10" GRAPHIC SCALE (IN FEET) SEE ARCHITECTURAL DRAWINGS FOR GRANITE PANELS 10 10 20 GRAPHIC SCALE (IN FEET) hell SfllllQ ARCHITECTS 215 Wyoming Stree GRistefilkig Syracuse, NY 13204 Fittsfo4 NY $4534 Tel (315) 488.0377 T C8 NO - Fax (315) 487 - 5947 Fax (595) 487 - info@bellandspina.com www.bellandspina.com It is a violation of the New York State Education Law, Article 145 Sec. 7209, for any person unless he is acting under the direction of a licensed professional Architect, Engineer or Land Surveyor to alter an item in any way. If an item bearing the seal of an Architect, Engineer or Land Surveyor is altered, the altering Architect, 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. PROJECT NORTH LL W Q C CC W 161 HO PLAZA ITHACA, NY 14853 CLIENT PROJ. NO: 10902 � - mi 0 PROJECT NUMBER 319-19-010 The Contractor shall verify all dimensions and nodfy the Architect in writb g of any discrepancies. All drawings and specifications are the property of the Architect and shall be used only on the Job designated. MARK DATE DESCRIPTION DRAWN TS CHECKED DG DATE 04-24-19 SCALE AS NOTED SHEET TITLE PAVER LAYOUT PLAN SHEET NUMBER L-101 SHEET 4 OF 34 EX TREE TO REMAIN EX LAWN TO REMAIN EX STAIR, PAVERS AND RAILINGS TO BE REMOVED AND REPLACED AS PART OF STAIR INSTALLATION, REFER TO ARCHITECTURAL DRAWINGS 1 SAWCUT EX ASPHALT PAVEMENT EX CONCRETE PAD TO REMAIN REMOVE DECORATIVE AGGREGATE STONE SURFACE WEST STAIR SITE DEMOLITION Threshold FFE /101686 -102 80626 801,62, .0: 301.81 Scale: 1" = 10'-0" 37 803,110 SHOVEL CUT EDGE, TYP PLANT BED MULCH 301.37 /BS\ 18 / \ CG \ 1 / 251,003 804,27 886.04 506,22 9o.91 616.79 818,241 41673.113 806,23 . • APPROXIMATE LIMITS OF INSTALLATION OF SATISFACTORY BACKFILL MATERIAL, 8613 5 BELOW EX STAIR ' 13738 813..69 113,6;91162 0.9 513,70 7<73.1667 8'1:19 511352 213.65 801.83 8331134 330.11734 8117.78: 8013,81 813,47 203.46 16 8,21 813,57 815,45 817.22 802.16 (802.90) (802.82) X' 562,62 +1- 802.45 ASPHALT PAVEMENT JOINT 203,79 802.84 563,15 83324 333.3 983,26 0 883,22 5103,41 303.76 518.81 3103,81 517.01 832,39 203,91 008,91 X 855983 503138 ;40 7,1 WEST STAIR SITE IMPROVEMENTS Scale: 1" = 10'-0" 3 ASPHALT PAVEMENT 1102,013 Threshold 1-11 803,86 X 816,57 FFE 03 - J z - J 0 1%2" ASPHALT TOP COURSE FINISHED GRADE 3" ASPHALT BINDER COURSE 12" SUBBASE COURSE GEOTEXTILE COMPACTED SUBGRADE L-102 Scale: 3/4" = SAW CUT EDGE EX ASPHALT PAVEMENT SECTION TO REMAIN ASPHALT PAVEMENT JOINT Scale: 3/4" = 11-0" FINISHED GRADE ASPHALT PAVEMENT SECTION (SEE ASPHALT PAVEMENT DETAIL) SUBBASE COURSE TO DEPTH OF EX SUBBASE NOTES: 1. TOP OF ROOT BALL SHALL BE SET FLUSH WITH SURROUNDING FINISHED GRADE, 2. SET PLANTS PLUMB 5 PLANTING SHRUB EXPOSED ROOT FLARE 2" DEEP MULCH 3" HIGH SOIL RING FINISHED GRADE PLANTING SOIL MIXTURE SCARIFY BOTTOM OF PIT AND SET BALL TO PREVENT ROCKING UNDISTURBED SUBGRADE L-102 Scale: 1/2" = 1'-0" EX WALL, STONE -- BALLAST, PAVERS AND RAISED STEEL 372 BRACKETS TO BE -0 REMOVED AND REPLACED AS PART OF ROOF SYSTEM INSTALLATION, REFER TO ARCHITECTURAL DRAWINGS 7 4111111110 6.62 8.15,38816.94 815342 816.45 alem EX STAIR 216,86 TO REMAIN 3117. RIM '11'9 33I33.7' 216,513 216,7 X 1116.5111 31171 • 35 817,96 7<817.39 • X 33333.64 516,55 • X 1317.2 025,10 821,77 '12,26 81/13, 16,71 517,47 • 1 7 ", 317,17 8174 517,14 81.6.58 823.19 21.72, 03 Si 7, '1 03 P 3116 216,770 8 9 sA 6" Clay 217,15 RIM X 317,20 A "Clay 3117,36 FFE 817.57 Threshold (Could Not Open Door) 80. 39 3337.13 M7.40 517,18 1417.35 817,0 8173"." • '717.0l 817,36 333.5,91 817,2, 21 7.37. 1-3172 =17.01 217.21 2 I 1 21 X 8 I 7, 2 1 843,72 070.7.01 0319,92 914,6" \ 8 2 16.8 X 817,15 807,57 8,18,89 818.86 816,59 8'7,18 81781 6.7181 Threshold 219,30 817,15 6.76 C01616 519.04 0317.;37<, 17.24 934,139 6,95, 015,30 0 2'-0" 811778 X FFE 818.24 7, .33 231.79, 3,3733.13 FFE 818.30 EX ASPHALT TO REMAIN SAWCUT EX ASPHALT PAVEMENT EX LAWN AND PLANT BED EX STONE WALL TO REMAIN SAWCUT EX ASPHALT TO PROVIDE SQUARE JOINT TO ABUT NEW ASPHALT PAVEMENT EX BICYCLE RACK TO REMAIN EX LAWN TO REMAIN APPROXIMATE EX SCORE JOINT EX BUILDING ENTRANCE FFE AND SLAB 818,21TO REMAIN Top Of Carpet 818.84 517.2,3 -30'3,95 81080 609,99 '31 FFE 95 810.00 Top Of Sill 31133,1331 011,7,3;‹ 517.12 2103,99 80.6,62 EAST WALK SITE DEMOLITION EX ASPHALT AND BENCH TO REMAIN 0 co 1— co SAW CUT EX CONCRETE EX SCORE JOINT EX LAWN TO REMAIN EX CONCRETE TO REMAIN EX ASPHALT TO REMAIN -102 Scale: 1" = 10'-0" 'O. • • NV •-• • • rtiti •;•;•• • .•;•;•;.• 07... 'tic', I •••• ••• • • ••••• • • •••••• • 011 I • • • • /I I ktik.:••••••• .• S. • .• ••••• ,4,11.1,•4 • • • • ail ILI I 1 Ilk Oa it I • 1 I Pt • 4 k I 0. 10. • I It ilk WM". • S. LAWN SPADE CUT EDGE OF PLANT PIT OR BED MULCH FINISHED GRADE PLANTING SOIL MIXTURE LANDSCAPE EDGE - SHOVEL CUT Scale: NTS PLANT LIST - SHRUBS KEY BOTANICAL NAME COMMON NAME ROOT COMMENTS BS CC BUXUS SEMPERVIRENS 'GREEN MOUNTAIN GREEN MOUNTAIN BOXWOOD CONT. The Contractor shall verify all dimensions COTINUS COGGYGRIA 'WINECRAFT BLACK' SMOKEBUSH CONT. CS CORNUS SERICEA 'ARCTIC FIRE' RED TWIG DOGWOOD CONT. DATE JS JUNIPERUS SABINA 'BROADMOOR' SAVIN JUNIPER 11, CONT. STONE WALL AS PART OF ROOF SYSTEM INSTALLATION, REFER TO ARCHITECTURAL DRAWINGS -0 REFER TO L-101 FOR PAVER LAYOUT 411111110 81121; RIM/ 15,52 X 816.166 011 911.26 1 1 GRANITE PANEL, REFER TO ARCHITECTURAL DRAWINGS TYPE A RAIL, REFER TO ARCHITECTURAL DRAWINGS CC< 03 -J —J 0 517,09 37'?; 307,03 TC (817.29) BC (817.29) ---- 51723 I•Z<r0 2 1; (817.42) "7," 8,6 902.74 X 816,58 816.71 815,42 88 6,46 216.94 • 03144 • 5 816,58 • 816,55 • 6-18.95 3E222 X 217,39 816.55 X 217.86 X 810,64 820,10. 221.77 82812 1121 (817.05) TW 817.17 BW (817.13) 8%7 4 7 2,7.36 817 17 7 16 816,85; 0 "816,7.. FFE 817.57 6" 9,M' " 8134 81.72° • Threshold (Could Not Open Door) TC (817.29) BC 816.92 X 819.92 816,2 1112 3 33' 817,25 518 517,36 816.84 517.1m E 818,89 0 . d 517.57 813,26 165:5 (817.11) 21.38 237.31 (817.05) 817,21 Threshold 3346.203 517.75 0.4 7..5 019,56 817 103 X X 817,54 2173 818.24 033716'6 33:39,831 817,3" 217,07 (817.42) 131730.4>9 816,70 :55870 4.7,92. 9171:8 817,12 813.99 816,56 816.56 517.0' X 916.48 3.2 6,46 1116.39 815,93 016.85 817,21 917.01 TC (817.29) BC (816.96) 816.92 310.30 FFE 818.28 Top Of Carpet 812.134 FFE 810.00 2.283 Top Of Sill 3116,02 0.107.00 8176 915.26 1117.19 ,./ ••••• wolootte. 817.014,, 3317,11 1316.90 3.34.99 816.96 815,90 SA, " ?VG 816,23 EAST WALK SITE IMPROVEMENTS Scale: 1" = 10'-0" DEMOLITION LEGEND ITEM SYMBOL REMOVE EXISTING CONCRETE PAVEMENT REMOVE EXISTING ASPHALT PAVEMENT REMOVE EXISTING PLANT BED OR LAWN AREA REMOVE EXISTING SHRUB 1,02 34 05 815.23 :317,07 5,17,35 EX ASPHALT TO REMAIN ISOLATION JOINT SCORE JOINT, TYP EX SCORE JOINT EX CONCRETE TO REMAIN, TYP SITE IMPROVEMENT LEGEND ITEM SYMBOL ASPHALT PAVEMENT CONCRETE PAVEMENT LAWN OR PLANT BED REUSE PORTION OF EXISTING ROOF BALLAST •••- AO. • - r - DECIDUOUS SHRUB EVERGREEN SHRUB 00 10 10 20 GRAPHIC SCALE (IN FEET) AC 215 Wyoming She Symms, NY 13204 IT :CIS Mittodlkio Fittsfo4 NY 614534 Tel (315) 488-0377 TO (585) NO - Fax (315) 487 - 5947 Fa (535) 427 - info@bellandspina.com wwwbellandspinacom It is a violation of the New York State Education Law, Article 145 Sec. 7209, for any person unless he is acting under the direction of a licensed professional Architect, Engineer or Land Surveyor to alter an item in any way. If an item bearing the seal of an Architect, Engineer or Land Surveyor is altered, the altering Architect, 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. PROJECT NORTH Environmental Design & Research, Landscape Architecture, Engineering & Environmental Services, D.P.C. LLI < cc CC LU 161 HO PLAZA ITHACA, NY 14853 CLIENT PROJ. NO: 10902 z Immo ......i 0 PROJECT NUMBER 319-19-010 The Contractor shall verify all dimensions and notify the Architect in writhg of any discrepancies. AU drawings and specifications are the property of the Architect and shall be used only on the Job designated. MARK DATE DESCRIPTION DRAWN CHECKED TS DG DATE SCALE 04-24-19 AS NOTED SHEET TITLE SITE IMPROVEMENTS PLAN SHEET NUMBER L-102 SHEET 5 OF 3 4 E 0 ca 0 N 1- 0 U u1 0 DESIGN DATA NOTES 1. GENERAL: DESIGN PROVISIONS 2017 NEW YORK STATE UNIFORM CODE (NYSUC) INCORPORATING THE 2015 INTERNATIONAL BUILDING CODE (IBC) I I RISK CATEGORY TERRAIN/EXPOSURE CATEGORY C 2. CODE COMPLIANCE FOR EXISTING STRUCTURES: DESIGN PROVISIONS 2017 NEW YORK STATE UNIFORM CODE (NYSUC) INCORPORATING THE 2015 INTERNATIONAL EXISTING BUILDING CODE (IEBC) COMPLIANCE METHOD (IEBC) WORK AREA CLASSIFICATION OF WORK (IEBC) LEVEL 2 ALTERATIONS THE FOLLOWING GRAVITY LOAD CARRYING ELEMENTS HAVE BEEN EVALUATED BASED ON THE LIVE LOAD AND DEAD LOAD REQUIREMENTS DESCRIBED BELOW: EXISTING TWO-WAY WAFFLE SLAB BENEATH RAMP EXISTING STRUCTURAL ELEMENTS RESISTING LATERAL LOADS ARE NO LESS CONFORMING TO THE PROVISIONS OF THE 2017 NYSUC WITH RESPECT TO EARTHQUAKE DESIGN THAN THEY WERE PRIOR TO THIS WORK. THE BUILDING IS IN CONFORMANCE WITH THE LAW IN EXISTENCE AT THE TIME THE BUILDING WAS CONSTRUCTED. THEREFORE LATERAL LOADS HAVE NOT BEEN EVALUATED FOR THIS STRUCTURE. 3. LIVE LOADS: STAIRS AND RAMPS HAVE BEEN DESIGNED TO SUPPORT THE UNIFORMLY DISTRIBUTED LIVE LOAD NOTED BELOW. UNIFORM GROUND SNOW LOAD (Pg) 40 psf UNIFORM FLAT -ROOF SNOW LOAD (P f) 34 psf (TERRACE), 37 psf (STAIRS AND RAMP) SNOW EXPOSURE FACTOR (Ce) 1.0 THERMAL FACTOR (Ct) 1.1 (TERRACE), 1.2 (STAIRS AND RAMP) (PER FM GLOBAL) IMPORTANCE FACTOR (Is) 1.1 (PER FM GLOBAL) RAIN LOAD (4 INCHES OF ACCUMULATION) 21 psf OCCUPIED ROOF AREAS, RAMPS, STAIRS 100 psf UNOCCUPIED ROOF AREAS 20 psf 4. DEAD LOADS: EXISTING TERRACE 75 psf + 50 psf ROOFING SUPERIMPOSED RAMP 60 psf STAIRS 40 psf PORTION OF EXISTING TERRACE DEAD LOAD CONSIDERED FOR MECHANICAL EQUIPMENT AND PIPING SUSPENDED FROM STRUCTURAL FRAMING: 5 psf 5. SEISMIC LOADS: SITE CLASS: D (ASSUMED) SHORT -PERIOD DESIGN ACCELERATION (Sds): ONE -SECOND DESIGN ACCELERATION (Sd1): 0.09 SHORT PERIOD MAPPED SPECTRAL RESPONSE (Ss): 0.126 ONE -SECOND MAPPED SPECTRAL RESPONSE (S1): 0.056 SEISMIC DESIGN CATEGORY: _ _B IMPORTANCE FACTOR (I e): 1.0 0.134 6. WIND LOADS: ULTIMATE WIND SPEED (3 SECOND GUST) (Volt): 115 mph NOMINAL WIND SPEED (3 SECOND GUST) (Vasd): 89 mph HEIGHT OF TERRACE ROOF: 14 feet TOPOGRAPHIC FACTOR (Kzt): 1.0 ENCLOSURE CLASSIFICATION: ENCLOSED INTERNAL PRESSURE COEFFICIENT (GCpi): ± 0.18 SEE ULTIMATE WIND PRESSURE CHART FOR ADDITIONAL WIND LOAD DATA FOR OVERHANGS, COMPONENTS, AND CLADDING. NET UPLIFT LOAD ON HORIZONTAL COMPONENTS SHALL BE DETERMINED BY DEDUCTING 0.9x DEAD LOAD FROM THE TABULATED WIND LOADS FOR COMPONENTS AND CLADDING. NET UPLIFT VALUE SHALL BE A MINIMUM OF 16 psf. SEE G-102 FOR ROOF UPLIFT ZONE DIAGRAM AND ASD ROOF UPLIFT VALUES. 10. STRUCTURAL MATERIAL STRENGTHS: STRUCTURAL AND MISCELLANEOUS STEEL: ROLLED STEEL PLATES, BARS, AND ANGLES HOLLOW STRUCTURAL SECTIONS (HSS) _ PIPE STAINLESS STEEL PLATES CONCRETE: RAMP CONCRETE_ - ASTM A 36 OR ASTM A 572, GRADE 50 - ASTM A 500, GRADE B OR C - ASTM A 53, TYPE E OR 5, GRADE B - ASTM A 276, TYPE 304 OR 316 f'c = 4,500 psi FOUNDATION CONCRETE fc = 4,000 psi (SEE SPECIFICATIONS FOR SLUMP AND AIR ENTRAINMENT) REINFORCING STEEL FOR CONCRETE: ASTM A 615, GRADE 60 ULTIMATE WIND PRESSURE FOR EXTERIOR COMPONENTS AND CLADDING MATERIALS BASIC WIND: Vult-*115 mph H (ft)= 15 EXPOSURE: C Kzt= 1 ROOF TYPE SURFACE EFFECTIVE WIND AREA (sf) WIND PRESSURE TOWARD SURFACE (psf) WIND PRESSURE AWAY FROM SURFACE (psf) 2" 1 1/2" CLASS A LAP NOTA TOP BAR (INCH) 10 16.0 -28.8 2 1/2 ZONE 1 20 16.0 -28.1 #5 ROOF 50 16.0 -27.1 21 27 100 16.0 -26.4 10 16.0 -48.3 ZONE 2 20 16.0 -43,2 ROOF EDGES 50 16.0 -36.4 100 16.0 -31.2 10 NA -41.5 ZONE 2 ROOF OVERHANG 20 NA -40.8 AT ROOF EDGES 50 NA -39.8 100 NA -39.1 10 16.0 -72.7 ZONE 3 ROOF CORNERS 20 16.0 -60.3 0° TO 7° 50 16.0 -43.7 100 16.0 -31.2 10 NA -68.4 ZONE 3 ROOF OVERHANGS 20 NA -53.6 AT ROOF CORNERS 50 NA -34.2 100 NA -19.5 10 28.8 -31.2 20 27.5 -29.9 ZONE 4 WALL 50 25.8 -28.2 100 24.4 -26.9 500 21.4 -24.0 10 28.8 -38.6 20 27.5 -35.9 ZONE 5 WALL CORNERS 50 25.8 -32.6 100 24.4 -29.9 500 21.4 -24.0 NOTE: SEE SHEET G-102 FOR ASD COMPONENT AND CLADDING DES GN PRESSURES FOR ROOFING MATERIALS. NET UPLIFT LOAD ON ROOFING COMPONENTS SHALL BE DETERMINED BY DEDUCTING 0.6x DEAD LOAD FROM THE TABULATED ASD WIND LOADS FOR COMPONENTS AND CLADDING. NET UPLIFT VALUE SHALL BE A MINIMUM OF 10 psf. O PSF 46 PSF 1 - N w 1w w O cJ)z ."1.----1 RAMP 46 PSF 0 PSF ROOF SNOW LOADING PLAN SCALE: 1/8" = 1'-0" NOTES: 1. 2. - DENOTES DRIFTED SNOW LOADS IN ADDITION TO FLAT SNOW LOADS SHOWN. SEE PLAN DRIFTED SNOW LOAD FLAT SNOW LOAD GENERAL NOTES 1. DIMENSIONS TO, OF, AND IN EXISTING STRUCTURE SHALL BE VERIFIED IN FIELD BY CONTRACTOR. 2. DO NOT SCALE DRAWINGS. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES IN DIMENSIONS BETWEEN EXISTING CONDITIONS AND/OR ARCHITECTURAL DRAWINGS AND THE STRUCTURAL DRAWINGS. 3. DO NOT CHANGE SIZE OR SPACING OF STRUCTURAL ELEMENTS. 4. DETAILS SHOWN ARE TYPICAL; SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS UNLESS OTHERWISE INDICATED. 5. THE NOTES ON THIS DRAWING ARE TYPICAL UNLESS OTHERWISE INDICATED. 6. CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF PROPOSED DEVIATIONS OR SUBSTITUTIONS FROM DIMENSIONS, MATERIALS, OR EQUIPMENT SHOWN ON THE DRAWINGS AND MAKE ONLY THOSE DEVIATIONS OR SUBSTITUTIONS ACCEPTED BY ENGINEER. 7. CONTRACTOR SHALL DETERMINE EXACT LOCATIONS OF EXISTING UTILITIES BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR DAMAGES WHICH MIGHT OCCUR AS A RESULT OF FAILING TO EXACTLY LOCATE AND PRESERVE EXISTING UTILITIES. 8. COORDINATE NUMBER AND LOCATION OF ROOF DRAINS AND OPENINGS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. 9. LOCATE REINFORCEMENT IN EXISTING STRUCTURAL CONCRETE SLABS, WALLS, BEAMS, JOINTS, AND COLUMNS USING NON-DESTRUCTIVE METHODS PRIOR TO DRILLING HOLES FOR POST - INSTALLED ANCHORS. DO NOT DRILL INTO AND DAMAGE EXISTING REINFORCEMENT, NOTIFY ENGINEER IF ANCHOR LOCATIONS CONFLICT WITH EXISTING REINFORCEMENT. 10, THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY. ADJ L APPROX ARCH 8/ BLDG BRG BP CANT CJ ADJACENT ANGLE APPROXIMATE ARCHITECT ARCHITECTURAL BOTTOM OF BUILDING BEARING BASE PLATE CANTILEVER CONTROL, CONTRACTION, CONSTRUCTION JOINT CMU CONCRETE MASONRY UNIT(S) CONC CONCRETE CONT CONTINUOUS COL COLUMN CFMF COLD -FORMED METAL FRAMING COORD COORDINATE DIA DIAMETER DIM DIMENSION DN DOWN do DITTO DWG DRAWING EA EACH EF EACH FACE EJ EXPANSION JOINT ELEC ELECTRICAL EL ELEVATION ELEV ELEVATOR ENGR ENGINEER EMBD EMBEDDED EQ EQUAL EQUIP EQUIPMENT ES EACH SIDE EW EACH WAY EXIST EXISTING EXT EOD EOS FD FDN FTG ABBREVIATIONS LEGEND EXTERIOR EDGE OF DECK EDGE OF SLAB FLOOR DRAIN FOUNDATION FOOTING PE PERP PLF PSF GA GAUGE PSI GALV GALVANIZED HSS HOLLOW STEEL SECTION PCF HORIZ HORIZONTAL HI HIGH PC HP HIGH POINT PSL HVAC HEATINGNENTILATING/ INFO INFORMATION R INT INTERIOR RD INV INVERT RDP K KIPS LG LONG LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LOC LOCATION LW LIGHT WEIGHT LVL LAMINATED VENEER LUMBER LO LOW MANUF MANUFACTURER MAX MECH MIN MISC MO NA NIC NOM NW OC MAXIMUM MECHANICAL MINIMUM MISCELLANEOUS MASONRY OPENING NOT APPLICABLE NOT IN CONTRACT NOMINAL NORMAL WEIGHT ON CENTER OD OUTSIDE DIAMETER OPNG OPENING OPP OPPOSITE PAF POWDER ACTUATED WCJ FASTENER REQD REINF REV RO SIM SPA STD SF SS STL SQ T/ TYP UNO VERT VIF W/ WP VWVR PROFESSIONAL ENGINEER PERPENDICULAR POUNDS PER LINEAL FOOT POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH POUNDS PER CUBIC FOOT PRECAST PARALLEL STRAND LUMBER RADIUS ROOF DRAIN REGISTERED DESIGN PROFESSIONAL REQUIRED REINFORCING OR REINFORCED REVISION OR REVISED ROUGH OPENING SIMILAR SPACE STANDARD SQUARE FEET STAINLESS STEEL STEEL SQUARE TOP OF TYPICAL UNLESS NOTED OTHERWISE VERTICAL VERIFY IN FIELD WITH WORK POINT WELDED WIRE REINFORCEMENT WALL CONTROL OR CONSTRUCTION JOINT FOUNDATION NOTES 1. BEAR FOUNDATION WALL ON 2. ELEVATIONS OF BOTTOM OF REQUIRED BEARING STRATA 3. DO NOT PLACE FOUNDATION EXISTING BEDROCK. FOOTINGS ARE FOR ESTIMATING PURPOSES AND WILL BE ADJUSTED TO AS DETERMINED UPON EXCAVATION. CONCRETE IN WATER OR ICE. CAST -IN-PLACE CONCRETE NOTES 1. REINFORCE CONCRETE ELEMENTS INCLUDING WALLS AND SLABS. REINFORCEMENT SHOWN PERTAINS TO TYPICAL CONDITIONS. 2. LAP SPLICE CONCRETE REINFORCEMENT AS INDICATED IN THE CONCRETE REINFORCEMENT LAP SPLICE SCHEDULE, UNLESS NOTED OTHERWISE. 3. LAP WALL REINFORCEMENT WITH A CLASS B LAP SPLICE UNLESS NOTED OTHERWISE. 4. CONCRETE COVER FOR REINFORCEMENT SHALL BE AS INDICATED IN THE CONCRETE COVER SCHEDULE. STRUCTURAL STEEL NOTES 1. DO NOT PLACE HOLES THROUGH STRUCTURAL STEEL MEMBERS EXCEPT AS SHOWN AND DETAILED ON STRUCTURAL DRAWINGS. 2. FRAMING WHICH IS TO MEET AISC CODE OF STANDARD PRACTICE, SECTION 10, "ARCHITECTURALLY EXPOSED STRUCTURAL STEEL" IS NOTED "AESS" ON THE DRAWINGS. 3. WHERE FILLET WELD SIZES ARE NOT SPECIFICALLY NOTED, THE FABRICATOR SHALL DETAIL A MINIMUM SIZE FILLET WELD IN ACCORDANCE WITH AWS STANDARDS. THE ACTUAL SIZES SHALL BE SHOWN ON THE SHOP DRAWINGS. 4. PROVIDE HOT DIP GALVANIZED FASTENERS FOR GALVANIZED FRAMING CONNECTIONS AND STAINLESS STEEL FASTENERS FOR STAINLESS STEEL FRAMING CONNECTIONS. 5. GALVANIZING WHERE NOTED IN THE DRAWINGS SHALL BE HOT -DIP GALVANIZING IN ACCORDANCE WITH ASTM A123, UNLESS NOTED OTHERWISE. RAMP SLAB NOTES 1. DO NOT PLACE SLABS ON WATER OR ICE. 2. PROVIDE PROTECTION FOR THE SLAB FROM DIRECT EXPOSURE TO THE SUN, WIND, PRECIPITATION, AND EXCESSIVE COLD OR HOT TEMPERATURES STARTING DURING PLACEMENT AND LASTING UNTIL THE END OF THE CURING PERIOD. 3. SLAB JOINTS ARE REQUIRED WHERE SHOWN ON PLAN. WHERE JOINTS ARE NOT SHOWN, SEE "OPTION FOR SLAB PLACEMENT" IN DIVISION 3 SPECIFICATIONS. SUBMIT JOINT LAYOUT TO THE ENGINEER FOR REVIEW. 4. PROVIDE A SQUARE EDGE FORM JOINT FOR CONSTRUCTION JOINTS AND A SAW -CUT JOINT FOR CONTRACTION JOINTS IN SLABS. CONTINUE 50 PERCENT OF SLAB REINFORCEMENT THROUGH CONSTRUCTION AND CONTRACTION JOINTS. 5. REINFORCE SLABS AS NOTED ON DRAWINGS. AT PERIMETER OF SLABS, LOCATE REINFORCING 3 INCHES FROM SLAB EDGES. CONCRETE COVER SCHEDULE LOCATION COVER FOUNDATION WALLS POURED AGAINST EARTH: 3" SURFACE EXPOSED TO WEATHER OR EARTH (INCLUDING SURFACES OF FOUNDATION WALLS COVERED WITH WATERPROOFING MEMBRANE AND/OR INSULATION): BARS LARGER THAN #5 #5 BARS OR SMALLER 2" 1 1/2" CONCRETE REINFORCEMENT LAP SPLICE SCHEDULE BAR LAP LENGTHS, UNCOATED BARS CLEAR COVER NOT LESS THAN TWO TIMES BAR DIAMETER CLEAR SPACING NOT LESS THAN FOUR TIMES BAR DIAMETER BAR SIZE MINIMUM CLEAR COVER (INCH) MINIMUM SPACING CENTER/CENTER (INCH) CLASS B LAP NOTA TOP BAR (INCH) CLASS B LAP TOP BAR (INCH) CLASS A LAP NOTA TOP BAR (INCH) CLASS A LAP TOP BAR (INCH) #4 1 2 1/2 22 28 17 22 #5 1 1/4 3 1/8 27 35 21 27 NOTES: 1. TOP BARS ARE DEFINED AS HORIZONTAL REINFORCEMENT SO PLACED THAT MORE THAN 12 INCHES OF FRESH CONCRETE IS CAST BELOW THE DEVELOPMENT LENGTH OR SPLICE. 2. USE CLASS B LAP SPLICES, UNLESS NOTED OTHERWISE. 3. FOR COVER AND SPACING DIMENSIONS WHICH ARE IN BETWEEN THE TABULATED VALUES, DO NOT INTERPOLATE, INSTEAD USE THE LONGER LAP LENGTH. SEE CONCRETE COVER SCHEDULE. 4. CALCULATE CENTER TO CENTER SPACING DIMENSIONS OF BARS AT SPLICE LOCATIONS. 5, FOR EPDXY COATED BARS MODIFY THE TABULATED LAP LENGTHS AS FOLLOWS: a. FOR TOP BARS AND BARS WHICH ARE NOT A TOP BAR WITH A CLEAR COVER OF GREATER THAN OR EQUAL TO 3 TIMES THE BAR DIAMETER AND CLEAR SPACING GREATER THAN OR EQUAL TO 6 TIMES THE BAR DIAMETER, MULTIPLY THE TABULATED LENGTH BY 1.2. b. FOR BARS WHICH ARE NOTA TOP BAR, WITH A CLEAR COVER LESS THAN 3 TIMES THE BAR DIAMETER AND CLEAR SPACING LESS THAN 6 TIMES THE BAR DIAMETER, MULTIPLY THE TABULATED LENGTH BY 1.5. c. FOR TOP BARS, WITH A CLEAR COVER LESS THAN 3 TIMES THE BAR DIAMETER AND CLEAR SPACING LESS THAN 6 TIMES THE BAR DIAMETER, MULTIPLY THE TABULATED LENGTH FOR TOP BARS BY 1.3. STRUCTURAL OBSERVATION NOTES 1. THE REGISTERED DESIGN PROFESSIONAL WILL MAKE VISITS TO THE SITE AT APPROPRIATE INTERVALS FOR THE PURPOSE OF OBSERVING THE CONSTRUCTION FOR GENERAL CONFORMANCE WITH THE CONTRACT DOCUMENTS. THE FOLLOWING LIST INCLUDES SOME APPROPRIATE TIMES FOR VISITING THE SITE. THE CONTRACTOR SHALL NOTIFY THE REGISTERED DESIGN PROFESSIONAL AT LEAST 48 HOURS PRIOR TO PERFORMING THESE ACTIVITIES SO THAT SITE VISITS CAN BE SCHEDULED. • INITIAL PLACEMENT OF REINFORCING BARS FOR FOUNDATION WALLS AND RAMP STRUCTURE. • INITIAL PLACEMENT OF CFRP STRIPS. • COMPLETION OF THE STRUCTURAL SYSTEM. • OTHER TIMES AS REQUIRED DUE TO FIELD CONDITIONS OR SPECIAL CONSTRUCTION TYPES. 2. THE REGISTERED DESIGN PROFESSIONAL MAY VISIT THE SITE AT TIMES OTHER THAN THOSE LISTED IN NOTE 1. 3. THE REGISTERED DESIGN PROFESSIONAL WILL PREPARE A FIELD OBSERVATION REPORT FOR EACH SITE VISIT MADE TO OBSERVE CONSTRUCTION. PART II OF EACH REPORT IS FOR CONTRACTOR VERIFICATION AND IS MANDATORY. PART II MUST BE COMPLETED (SIGNED BY THE CONTRACTOR VERIFYING THAT THE REQUIRED ACTION WAS TAKEN AND LISTING THE DATE COMPLETED) AND RETURNED TO THE ENGINEER IN A TIMELY MANNER. SPECIAL INSPECTION NOTES 1. THE OWNER WILL ENGAGE THE SERVICES OF A QUALIFIED SPECIAL INSPECTOR FOR THIS PROJECT, WHO WILL PROVIDE AND/OR COORDINATE INSPECTION AND TESTING REQUIREMENTS AS NECESSARY IN ACCORDANCE WITH THE PROVISIONS OF CHAPTER 17 OF THE BCNYS. 2. THE REGISTERED DESIGN PROFESSIONAL HAS PREPARED A STATEMENT OF SPECIAL INSPECTIONS, WHICH INCLUDES SPECIFICATION 014533. THIS DOCUMENTS WILL BE SUBMITTED WITH THE CONTRACT DOCUMENTS AND THE APPLICATION FOR BUILDING PERMIT TO THE CODE ENFORCEMENT OFFICIAL. 3. SPECIAL INSPECTIONS AND TESTING SHALL BE CONTINUOUS OR PERIODIC DURING THE PERFORMANCE OF THE WORK, AS NOTED. 4. THE CONTRACTOR SHALL HOLD A PRE -CONSTRUCTION MEETING WITH THE REGISTERED DESIGN PROFESSIONAL, SPECIAL INSPECTOR, TESTING AGENCY, AND AFFECTED SUB -CONTRACTORS TO REVIEW THE REQUIRED SPECIAL INSPECTION AND TESTING REQUIREMENTS FOR THE PROJECT. THE CONTRACTOR SHALL DISTRIBUTE CONSTRUCTION SCHEDULES TO EACH ATTENDEE. 5. THE SPECIAL INSPECTOR SHALL SUBMIT INTERIM REPORTS AND, AT THE COMPLETION OF SPECIAL INSPECTIONS, A FINAL STATEMENT OF SPECIAL INSPECTIONS. REPORTS SHALL BE STAMPED AND SIGNED BY A PROFESSIONAL ENGINEER. 6. THE SPECIAL INSPECTOR SHALL NOTIFY THE CONTRACTOR IMMEDIATELY OF DISCREPANCIES. SUBSEQUENT REPORTS SHALL NOTE WHEN AND HOW DEFICIENCIES WERE CORRECTED. THE SPECIAL INSPECTOR SHALL NOTIFY THE REGISTERED DESIGN PROFESSIONAL AND THE CODE ENFORCEMENT OFFICIAL OF DISCREPANCIES WHICH HAVE NOT BEEN CORRECTED. 7. THE CONTRACTOR SHALL COOPERATE WITH THE SPECIAL INSPECTOR INCLUDING ADVANCE NOTIFICATION OF REQUIRED INSPECTION OR TEST, INCIDENTAL LABOR, AND SAFE ACCESS TO THE WORK AREAS, AND ACCESS TO CONTRACT DOCUMENTS SO THAT INSPECTIONS AND TESTING MAY BE PERFORMED WITHOUT HINDRANCE. 8. THE SPECIAL INSPECTION PROGRAM SHALL IN NO WAY RELIEVE THE CONTRACTOR OF THE OBLIGATION TO PERFORM THE WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS OR FROM IMPLEMENTING AN EFFECTIVE QUALITY CONTROL PROGRAM. 9. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. ARC 1 G S 215 Wyoming Street 1160-C Pittsford -Victor Rd Syracuse, NY 13204 Pittsford, NY 14534 Tel (315) 488-0377 Tel (585) 200 - 5038 Fax (315) 487-5947 Fax (585) 487 - 9532 info@bellandspina.com www.bellandspina.com It is a violation of the New York State Education Law, Article 145 Sec. 7209, for any person unless he is acting under the direction of a licensed professional Architect, Engineer or Land Surveyor to alter an item in any way. If an item bearing the seal of an Architect, Engineer or Land Surveyor is altered, the altering Architect, 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. PROJECT NORTH CONSULTANT RYAN_ BIGGS CLARK DAVIS ENGONEEPUNG & sURvU U G 4592 JORDAN ROAD SKANEATELES FALLS, NY 13153 p 315.685.4732 www.ryanbiggs.com W 0 QQ <0 ct C 161 HO PLAZA ITHACA, NY 14853 CLIENT PROJ. NO: 10902 Z ...... PROJECT NUMBER 319-18-010 The Contractor shall verify all dimensions and notify the Architect in writing of any discrepancies. All drawings and specifications are the property of the Architect and shall be used only on the job designated. MARK DATE DESCRIPTION DRAWN KMR CHECKED MP DATE 04/24/2019 SCALE AS NOTED SHEET TITLE DESIGN DATA AND GENERAL NOTES SHEET NUMBER S-001 SHEET 6 OF 34 12192 E 0 0 ca 0 N 1- 0 w 0 +I 0 L t - r I L EXIST 8" TWO-WAY FLAT SLAB T/EXIST SLAB (805'-11 1/2") (VIF) EXIST 12" CONC WALL 5'-3"± GALV HSS16x12x3/8 STAIR STRINGER d W XTENT OF SLAB UNDERSID 00 AND SPEC 030100 +I 0 EXIST CONC STAIR STRINGERS TO BE REMOVED -0"± EXIST 10" CONC WALL EXIST 12" CONC WALL GALV HSS16x12x3/8 STAIR STRINGER 7 WEEPS TO MATCH SLOPE OF SOG REMOVE EXIST CONCRETE STAIR 8" CONC WALL t 5" SLAB ON GRADE HIGH POINT, SLOPE AT 1/2" PER FOOT. REINF W/ #4 AT 16" OC EW TOP EPDXY COATED 18'-0"± 1 EXISTING MONUMENTAL STAIR - PART PLAN 1/4" = 1'-0" CARBON FRP REINFORCEMENT BY DELEGATED ENGINEER, SEE SPEC 03 01 33 VARIES, 1 1/2" TO 3 1/2" (VIF) FLOWABLE REPAIR MORTAR, SEE SPEC 030100 SAWCUT OR CHIP OUT EXIST TOPPING WHERE SHOWN ON PLAN. ROUGHEN SURFACE OF EXIST SLAB. EXIST CEMENTITIOUS LW TOPPING 4" ± EXIST 11"± SOLID SLAB 3 SECTION -100 3/4" = 1'-O" EXTENT OF ALTERNATE #1 WALL SHALLOW REPAIR SEE 5/S-100 AND SPEC 030100 EXIST SLAB +l 0 EXIST 3'-8"x1'-5 1/2" CONC BEAM 10"± 1'-2"± T ..4011111 (e12) 21'-8"± (e13) 21'-8"± (e14) 21'-8"± (e15) 5'-9"± -T- r� RAILING POST BASE, SEE 7/S101 (TYP) OUTLINE OF EXIST 9" RAISED PODIUM SLAB T/EXIST SLAB (819'-0"±) (VIF) ALTERNATE #1: WALL SHALLOW REPAIR SEE SPEC 030100 SLAB UNDERSIDE REPAIR SEE SPEC 030100 111111 11 ... II—II ll -IIIIII eelII-11I \ CFRP STRIP REINFORCEMENT . . BY DELEGATED DESIGNER (TYP) L 4" ± f k\ \ \ 6" CONC WALL T/WALL (SLOPES) 4" LW CONC RAMP SLAB OVER GEOFOAM INSULATION. --REINF W/ #4 AT 8"OC EW-- (EPDXY COATED) T/SLAB (SLOPES) \ \ -\ VA \ \ \\\ \\ \ +I N\ \\ EXIST CONC STAIRS TO REMAIN N EXIST 10x20 CONC COL TYP ALONG GRID eC EXIST 14x14 CONC COL (TYP UNO) I\ \\ \ \ N. CHIP OUT EXIST CEMENTITIOUS TOPPING WHERE SHADED EXIST 12" CONC WALL BELOW EXIST 11" TWO-WAY WAFFL SLAB (T/EXIST SLAB) (816'-6"±) (VI ) OUTLINE OF NEW RAMP \ EXISTING TERRACE - PART PLAN Ns S-1 00 1/4" = EXIST SOLID SLAB AREAS (TYP) CARBON FRP SCHEDULE EXISTING SOLID SLAB GEOMETRY UNFACTORED MOMENT Mn REQUIRED MOMENT Mu EXIST REINF EXIST CAPACITY OMn 11'-4" (N S) x9'-2" (E -W) x11" N -S: -150 ft -k D -80 ft -k L -40 ft -k S -325 ft -k 10.3 in2 -260 ft -k E -W: -125 ft -k D -70 ft -k L -35 ft -k S -275 ft -k 10.3 in2 -225 ft -k NOTES: 1. EXISTING MATERIAL PROPERTIES ARE AS FOLLOWS: a. f'c = 3,500 PSI (LIGHTWEIGHT, AIR ENTRAINED) b. Fy = 40 KSI 2. EXISTING REINFORCEMENT COVER = 1" TOP 3. EXISTING DRAWINGS INDICATE THAT N -S BARS ARE ON TOP OF E -W BARS 4. d ASSUMED = 1.6" (N -S), 2.6" (E -W) 5. IN EACH DIRECTION, EXTEND CFRP TO EXISTING SOLID SLAB GEOMETRY EXTENTS r KEYPLAN ARC HITECTS 215 Wyoming Street 1160-0 Pittsford -Victor Rd Syracuse, NY 13204 Pittsford, NY 14534 Tel (315) 488-0377 Tel (585) 200 - 5038 Fax (315) 487-5947 Fax (585) 487 - 9532 info@bellandspina.com www.bellandspina.com It is a violation of the New York State Education Law, Article 145 Sec. 7209, for any person unless he is acting under the direction of a licensed professional Architect, Engineer or Land Surveyor to alter an item in any way. If an item bearing the seal of an Architect, Engineer or Land Surveyor is altered, the altering Architect, 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. PROJECT NORTH CONSULTANT RYAN_ BIGGS CLARK DAVIS EINGU NEER1iNG & sURvU U G 4592 JORDAN ROAD SKANEATELES FALLS, NY 13153 p 315.685.4732 www.ryanbiggs.com \ 0 QQ <0 ct \ 161 HO PLAZA ITHACA, NY 14853 CLIENT PROJ. NO: 10902 Z - PROJECT NUMBER 319-18-010 The Contractor shall verify all dimensions and notify the Architect in writing of any discrepancies. All drawings and specifications are the property of the Architect and shall be used only on the job designated. MARK DATE DESCRIPTION DRAWN KMR CHECKED MP DATE 04/24/2019 SCALE AS NOTED SHEET TITLE EXISTING PARTIAL PLANS SHEET NUMBER S-100 SHEET 7 OF 34 12192 0 - 0 ALT/EXIST CONC STRINGER EXIST PAVERS TO BE REMOVED CONC SLAB (2)44 EPDXY COATED NOSING BARS 3/4" GROUT LEVELING PAD (3)-#4 EPDXY COATED U -BAR, DRILL AND GROUT N05"EMBED AL T/PAVER `IF SEE ARCH +1 0 � 14' -2^ ± EXIST PAVERS TO BE REMOVED / 3'-3"± 1'-7"± EXIST CONC BEAM TO REMAIN +1 -61 --[----------7 EXIST 12" WIDE CONC STAIR STRINGERS TO BE REMOVED G EXISTING GRIND FLAT 5'-3"± * 11/2"x1^x18^SS RAILING SLEEVE POST, SEE ARCH a /GRIND WELDS GALV BENT Pe.. w' o GRIND FLAT / EXIST CURTAIN WALL TO REMAIN GALV HSS16x12 STAIR STRINGER 16" GALVqL1"x181/2" | m 3 S-101 ,^—�'--�---''--\ +1 � (2)3/4"0GALVADHESIVE ANCHORS x5" EMBED EXIST 1'-2"±x3'-5"± CONC BEAM ALT/EXIST SLAB EXIST Q"± FLAT SLAB iN1 / | �U��/ ~�� NOTE: POWDER COAT ALL EXPOSED STEEL. SEE SPECIFICATIONS, REBUILT (ThSECTION EDGE OF EXIST CANT Aler '`` DRILL AND GROUT #4EPDXY COATED REINF (SPACING TO MATCH RAMP) W/ 4" EMBED JOINT SEALANT (TYP • 7-O"(TYP) BTWN POSTS NOTE: POWDER COAT ALL EXPOSED STEEL. SEE SPECIFICATIONS, T/PAVER dik SEE ARCH 7-1 ST/EXIST GRADE (VIF) CHAMFER EXIST SLAB AS REQ'D TO INSTALL BENT F EXIST CURTAIN WALL TO REMAIN / CONT SS 5/8" LANDING FP.. SEE ARCH FOR GEOMETRY (2)1/21DSSBOLTS NK SS WASHERS AT EA L3x3 CONT SS50"E. SEE ARCH FOR GEOMETRY 2 1'-O^ SECTION S-101 * � 11/2"=1�0" NOTE: GRIND WELDS SMOOTH PRIOR TO HOT DIP GALVANIZING. POWDER COAT ALL EXPOSED STEEL. SEE SPECIFICATIONS. 7'-U"±(NF) GRIND WELDS \ SMOOTH' / [\(TYP) \ /GRIND WELDS GALV L3x3x5/16 x0'-10" LONG AT EA LANDING FL (2)3/4"0ADHESIVE ANCHORS W/ 6" EMBED * � T/EXIST BEDROCK (VIF) EXIST CONC STAIR STRINGERS TO BE REMOVED 6AWUTENST STAIR STRINGER HAUNCH 1'-O"± CONT50~S8BENT IE (TYP) AT EA TREAD (SHOWN ONLY ONCE FOR CLARITY) SEE ARCH FOR GEOMETRY SEE ARCH DWGS FOR GEOMETRY OF CONC KNEEVVALL SLAB HIGH POINT SLAB LOW POINT ..,--1/1=±1/1=1/1-+1--1/1=1 � 1 1/2"0 SS PIPE WEEPS 1 1/2" " EXISTING 1 1/2" 2 (6)301DADHESIVE ANCHORS VW21/2"EMBED CENTERED AT RAILING POST LOCS (2)3/8"0ADHESIVE ANCHORS NV21/2''EMBED EXIST CEMENTITIOUS SLOPING SLAB TOPPING, THICKNESS VARIES FROM 1 1/2" TO 3 1/2" (VIF) TOP OF CONCRETE PAVERS, SEE ARCH EXIST 11"± WAFFLE SLAB .0° //MIN . III III | � REBUILT RAILING LDCATON, SEE ARCH T/RAMP (SLOPES) SEE ARCH ROUGHEN, PROVIDE BONDING AGENT, AND GROUT SOLID ' GALV%0"BENT It CONT 5/8" SS BENT E. (TYP) AT EA TREAD (SHOWN ONLY ONCE FOR CLARITY) SEE ARCH FOR GEOMETRY 1/2"8GBOLTS WV SS WASHERS 8 1/2" 1 1/2" x 1" x 18" SS RAILING SLEEVE POST, SEE ARCH CONT 5G50"BENT FP_ SEE ARCH FOR GEOMETRY GALV 3/8" BENT It (BEYOND) GALV HSS16x12 SG3/8"CAP FE. (TYP)ATG4 TREAD T/EXST8"SLAB AL EXIST 10" CONC WALL TO REMAIN DRILL AND ADHESIVE ANCHOR 50% OF HORIZ DOWELS NK4'EMBED INTO CONC WALL 8"CONCFDNWALL VW #5AT12'OCVERT #4AT6^OCHOR|Z DRILL AND GROUT DOWELS NV8'EMBED INTO EXIST BEDROCK NOTE: POWDER COAT ALL EXPOSED STEEL. SEE SPECIFICATIONS. CONT 7/8"SSBENT RL SEE ARCH FOR GEOMETRY 1 1/2"x1^x18^SS RAILING SLEEVE POST SEE ARCH DWGS 1/2"0 SS BOLT SECTION GFUND\ FLAT / GRIND WELDS \ SMOOTH /(TYP) � / ' 11/2"=1�D" NOTE: GRIND WELDS SMOOTH PRIOR TO HOT DIP GALVANIZING. POWDER COAT ALL EXPOSED STEEL. SEE SPECIFICATIONS. QRAILING 8" 1 1/2"-\ /1 de A -A { NOTE: POWDER COAT ALL EXPOSED STEEL. SEE SPECIFICATIONS. STONE TREAD / SEE ARCH DWGS 4 1/4" GALVBENT Ex8^LG "'E`TREAD ,"'(2)°`" | 6 ADHESNEANCHDR8 � 4" EMBED SEE ARCH DWGS / Z./^^ 8" SECTION 3/4"0 SS EXPANSION ANCHORS W/ 2.5" EMBED ATO^DC CENTERED ON RAILING POSTS EXIST CEMENTITIOUS SLOPING SLAB TOPPING #4DOWELS AT12"OC. DRILL AND GROUT W/ 2" EMBED GRIND WELDS \ MW SMOOTH' /(TYP) 50^CONT BENT ItSS SEE ARCH FOR GEOMETRY CONC WALL SEE 4/S-101 FOR REINF — 1 1/2" x 1" x 18" SS RAILING SLEEVE POST, SEE ARCH GEOFOAM NOTE: POWDER COAT ALL EXPOSED STEEL. SEE SPECIFICATIONS, (SLOPES)S 6"UNCONCWALL, EXIST 11" WAFFLE SLAB 11011Mi 8 1113 ARCHITECTS RL -17 -CTS 215 Street 1160-0 Pittsford -Victor Rd Symmmm, NY 13204 Pittnford, NY 14534 Tel (315) 488 -0377 Tel (585) 200 - 503 Fax (315) 487'0847Fax G8S 487 - 9532 info@bellandspina.com vvmrw.bey//s*ndsp/nea.corn 8 is a vioItlon of the New York State Education Law, Article 145 Sec. 7209, for any person unless he is actinu the direction of a licensed professional Architect, Engineer or Land Surveyor to alter an item in any way. If an item bearing the seal of an Architect, Engineer or Land Surveyor is altered, the altering Architect, 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. PROJECT NORTH CONSULTANT CLARK DAVIS cm*omEEPUmGu,vmmTHAG 4592 JORDAN ROAD nx^ms^r LEor^uo NY 13153 p 315.685.4732 °w°ryanmgg°=" NN __ < �t� NN == K�� " 161 HO PLAZA ITHACA, NY 14853 CLIENT PROJ. NO: 10902 Z � � ��_�, `��~ PROJECT NUMBER 319-18-010 The Contractor shari verify alt dimensions and notify the Architect 1 writing of any discrepancies. All drawings and smoatum the property of the Architect and shall be used only on the job designated. MARK DATE DESCRIPTION DRAWN KMR CHECKED MP DATE 04/24/2019 SCALE AS NOTED SHEET TITLE SECTIONS SHEET NUMBER SHEET 8 OF 34 PHOTO 1 SCALE: NTS PHOTO 2 SCALE: NTS PHOTO 3 SCALE: NTS GENERAL REMOVAL NOTES: (ON AREAS C, D & E) 1. REMOVE EXISTING ROOF SYSTEMS, IN ITS ENTIRETY, DOWN TO THE EXISTING VAPOR RETARDER, INCLUDING ALL METAL AND NON-METALLIC FLASHINGS, INSULATION, GRAVEL STOPS AND PERIMETER EDGE METALS, FLASHINGS, UNDERLAYMENTS, FASTENERS AND ATTACHMENTS UNLESS NOTED OTHERWISE. (SEE ROOF TEST GUTS FOR EXISTING ROOF SYSTEM INFORMATION.) ALSO REFER TO ELECTRICAL 4 MECHANICAL DRAWINGS FOR REMOVALS. EXISTING VAPOR RETARDER I5 TO REMAIN AND BE PROTECTED DURING THE WORK. 2. CONTRACTOR IS RESPONSIBLE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. 3. FOLLOWING THE REMOVAL OF THE EXISTING ROOF SYSTEM AND INSTALLATION THE VAPOR RETARDER THE CONTRACTOR SHALL, BEFORE PROCEEDING WITH THE INSTALLATION OF OTHER WORK, VERIFY THE NOTED WORK POINT ELEVATIONS ON THIS SHEET BY MEANS OF SURVEYING THE ROOF DECK REFER TO SPECIFICATION SECTION 010150.1q. IMMEDIATELY BRING TO THE ATTENTION OF THE ARCHITECT ANY WORK POINT ELEVATIONS THAT VARY FROM THOSE INDICATED ON THE OVERALL EXISTING TERRACE PLAN ON THIS SHEET. SUMMARY OF TEST CUTS: cR�GI -#01, *05 �I • 2'X2' CONCRETE PAVERS SUPPORTED ON PLASTIC BASES, SHIMS ON FILTER FABRIC, OVER • 0.060" PVC (POLYVINYL CHLORIDE) SINGLE PLY ROOF MEMBRANE (LOOSE LAID) OVER, • 2-1/2" EXPANDED POLYSTYRENE INSULATION (60PSI), OVER • 2 -PLY ASHPALTIC VAPOR RETARDER MOPPED TO A SLOPED LIGHTWEIGHT CONCRETE FILL. RG -#02, #04, #06 ❑ • *2 4 #3 ROUNDED STONES AND FILTER FABRIC, OVER • 0.060" PVC (POLYVINYL CHLORIDE) SINGLE PLY ROOF MEMBRANE (LOOSE LAID) OVER, • 2-1/2" EXPANDED POLYSTYRENE INSULATION (60PSI), OVER • 2 -PLY ASHPALTIC VAPOR RETARDER MOPPED TO A SLOPED LIGHTWEIGHT CONCRETE FILL. RG -#03 ❑ • #2 4 #3 ROUNDED STONES AND FILTER FABRIC', OVER • 0.060" PVC (POLYVINYL CHLORIDE) SINGLE PLY ROOF MEMBRANE (LOOSE LAID) OVER, • 2-1/2" EXPANDED POLYSTYRENE INSULATION (6OP51), OVER, • 1" PERLITE BOARD, OVER • 120 MIL ASPHALTIC MEMBRANE, OVER • 2-1/2" POLYISOGYANURATE INSULATION, OVER • 1-1/2" METAL DECK. RG -#0"i • *2 4 *3 ROUNDED STONES AND FILTER FABRIC, OVER • 2-1/2" EXPANDED POLYSTYRENE INSULATION (6OP51) (LOOSE LAID) AND FILTER FABRIC, OVER, • 0.060" PVC (POLYVINYL CHLORIDE) SINGLE PLY ROOF MEMBRANE OVER, • SLIP SHEET FABRIC, OVER • 2 -PLY ASPHALTIC VAPOR RETARDER, OVER • SLOPED CONCRETE DECK. RG -#(2S • 2'X2' CONCRETE PAVERS SUPPORTED ON PLASTIC SHIMS, OVER • 2 -PLY MODIFIED BITUMEN MEMBRANE, OVER • CONCRETE DECK 53'-SS2 -s- Tt'-3" 45'-332" MID LEVEL STAIR LANDIN QLOWER STAIR LANDING —I- -E _1 6-0" ALTERNA N0.1 (SEE DETAIL TYPICAL 0 S ON PODIUM TERRACE OLIN MAIN ENTRANCE 516'-q" 816'-q" OLIN LIBRARY (2ND FLOOR) NOT IN CONT ACT STIMSON HALL 516-q" &02.46 PM EXISTING & REMOVAL ROOF PLAN SCALE: 1/16" = 1'-0" LEGEND MARK DESCRIPTION 0 ROOF AREA DESIGNATION OKEY NOTE TAG IIIRC-* ROOF GUT LOCATION ir #/p-### PHOTO LOCATION .4)._ X' -X" WORK POINT - ELEVATION OF EXISTING VAPOR RETARDER (FIELD VERIFY) SPECIFIC ABATEMENT NOTES: . REMOVE ASBESTOS CONTAINING SEALANTS AND CAULKS AROUND EXTERIOR POOR FRAMES AND EXTERIOR METAL COLUMN PANELS ON THE SECOND FLOOR. APPROXIMATE LOCATIONS: ASSUMED AROUND ALL EXTERIOR DOORS AND ALL EXTERIOR METAL PANELS ON THE SECOND FLOOR ANTICIPATED TO BE DISTURBED. APPROXIMATE QUANTITIES FOR BIDDING: 450 LF 2. LEAD CONTAINING MATERIALS ARE ASSUMED TO BE PRESENT. 3. REFER TO HAZARDOUS MATERIALS REPORT INCLUDED IN THE PROJECT MANUAL FOR MORE INFORMATION. HAZARDOUS MATERIAL REMOVAL NOTES: ASBESTOS -CONTAINING MATERIAL (ACM), LEAD -CONTAINING MATERIAL (LGM), AND UNIVERSAL WASTE LOCATIONS AND QUANTITIES ARE BASED ON VISUAL OBSERVATIONS, SAMPLING AND TESTING CONDUCTED BY WATTS ENGINEERS. A FULL REPORT GAN BE FOUND IN THE PROJECT MANUAL. QUANTITIES ON CONTRACT DRAWINGS TAKE PRECEDENT OVER QUANTITIES LISTED IN THE REPORTS. 2. IT 15 NOTED THAT ADDITIONAL AGM 4 LGM LOCATIONS MAY BE PRESENT IN WALLS, CEILINGS AND FLOOR CAVITIES THAT WERE INACCESSIBLE DURING SAMPLING OR THAT WERE NOT SAMPLED A5 PART OF THIS PROJECT. IF ASBESTOS OR SUSPECT MATERIALS ARE DISCOVERED AND/ OR DISTURBED, NOTIFY HE CAMPUS IMMEDIATELY. 3. THE CAMPUS SHALL PROCURE A NYSDOL CERTIFIED PROJECT MONITOR WHO WILL HAVE THE AUTHORITY TO HALT ABATEMENT WORK IF SUCH WORK 15 NOT BEING CONDUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS OR REGULATIONS. IF BULK SAMPLING 15 REQUIRED, THE ON-SITE PROJECT MONITORING FIRM WILL BE RESPONSIBLE FOR THIS WORK ACTIVITY. 4. ALL ABATEMENT SHALL BE COMPLETED IN ACCORDANCE WITH SPECIFICATION 025213 - ASBESTOS REMOVALS AND IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL RULES, REGULATIONS AND GUIDELINES, VARIANCES AND CONTRACT DOCUMENTS. IN -PLANT REMOVAL OPERATIONS ARE A PERMITTED MEANS OF ABATEMENT. 5. THE CONTRACTOR 15 MADE AWARE THAT LEAD COATED COPPER AND LEAD -CONTAINING PAINT MATERIALS ARE ASSUMED TO BE PRESENT. LEAD -SAFE PRACTICES IN COMPLIANCE WITH ALL LOCAL, STATE, FEDERAL AND SAFE WORK PRACTICES SHALL BE IMPLEMENTED. 6. CONTAINMENT AND WORK AREA LOCATIONS ARE TO BE SELECTED AND SIZED BY THE CONTRACTOR AND SHALL SE SEQUENCED AND PHASED IN ALIGNMENT WITH THE PROJECT PHASING REQUIREMENTS. S. THE ABATEMENT CONTRACTOR SHALL DETERMINE THE SIZE AND LOCATION OF THE PERSONNEL AND WASTE DECONTAMINATION ENCLOSURES, IF APPLICABLE, AS WELL A5 THE PICK UP AREA FOR ALL ALL REFUSE, INCLUDING LEAD AND ASBESTOS DEBRIS. THESE LOCATIONS SHALL BE REVIEWED AND APPROVED BY THE CAMPUS PRIOR TO THE COMMENCEMENT OF WORK. THE ABATEMENT CONTRACTOR SHALL PROVIDE SECURITY AS REQUIRED TO PROPERLY PROTECT THE ENCLOSURES FROM DAMAGE AND/ OR VANDALISM. q. THE ABATEMENT CONTRACTOR 15 RESPONSIBLE FOR ALL TOOLS, EQUIPMENT AND SUPPLIES. THE CAMPUS WILL NOT BE LIABLE OR THEFT OR DAMAGE. 10. COORDINATE ALL REMOVALS WITH THE ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS. KEYED NOTE LEGEND ©REMOVE GRANITE TREADS, GRANITE PANELS, STEEL TREAD PLATES, ANCHORS, AND ATTACHMENTS COMPLETELY Z.* CONCRETE STRINGERS, ANCHORS AND ATTACHMENTS COMPLETELY. ®REMOVE AL50 REFER TO THE 5 SERIES DRAWINGS. © REMOVE HANDRAILS/ GUARDRAILS AND RAILING COMPLETELY 0 REMOVE STONE BENCHES AND BASES COMPLETELY. The Contractor shall verify all dimensions and notify the Architect in writing of any discrepancies. All drawings and specifications are the property of the Architect and shall be used only on the job designated. PAVERS 4 SUPPORT PEDESTALS, STONE BALLAST AND ROOF ©REMOVE ASSEMBLY DOWN TO THE VAPOR RETARDER. REFER TO THE ROOF CUT DATA FOR EXISTING ROOF INFORMATION LIGHT, POLE AND BASE. REMOVE LIGHTNING PROTECTION SYSTEM REFER TO ©REMOVE E -SERIES DRAWINGS. 0 REMOVE STONE MASONRY WALL, CAPSTONE AND FLASHING COMPLETELY. SALVAGE 30'-0" OF SOUND UNDAMAGED CAPSTONE FOR REINSTALLATION. 4 REMOVE CAPSTONE AND SALVAGE FOR REINSTALLATION. © REMOVE STEEL EXPANSION JOINT COVER AND FASTENERS COMPLETELY QREMOVE AIR HANDLING UNIT AND DUCT WORK. REFER TO M -SERIES DRAWINGS. QREFER TO THE L SERIES DRAWINGS FOR SITE REMOVALS AND RECONFIGURATION. REMOVE BUILT-IN COPPER GUTTER. SALVAGE BRASS SIDE INLET ROOF DRAIN AND DRAIN COMPONENTS; SANDBLAST AND CLEAN FOR REINSTALLATION. ® REMOVE DRAIN HARDWARE 4 STRAINERS, TYPICAL ABATE ASBESTOS CONTAINING CAULK AROUND EXTERIOR SIDE OF METAL COLUMN 0 COVERS BETWEEN WINDOWS. SEE ABATEMENT NOTES THIS SHEET. PROVIDE NEW SEALANT IN JOINTS bell spina AC-ITiCTS 215 Wyomiig Street 110-0 l'ittfortl-Yetor Syracuse, NY 13204 Ritsfoiti, NY 14534 Tel (315) 488. 0377 To! (585) MO - Fax (315) 487 - 5947 Fax ( *..: 437 - info@bellandspina.com www.bellandspina.com It Is a violation of the New York State Education Law, Article 145 Sec. 7209, for any person unless he is acting under the direction of a licensed professional Architect, Engineer or Land Surveyor to alter an item in any way. H an item bearing the seal of an Architect, Engineer or Land Surveyor Is altered, the altering Architect, Engineer or Land Surveyor shall affix to the item ria seal and the notation 'altered by followed by his signature and the date of such alteration, and a specific description of the alteration PROJECT NORTH CONSULTANT W U ¢~ D W 161 HO PLAZA ITHACA, NY 14853 CLIENT PROJ. NO: 10902 Z.* PROJECT NUMBER 319-18- 010 The Contractor shall verify all dimensions and notify the Architect in writing of any discrepancies. All drawings and specifications are the property of the Architect and shall be used only on the job designated. MARK DATE DESCRIPTION DRAWN LGH CHECKED DKA DATE 04/24/2019 SCALE AS NOTED SHEET TITLE TERRACE ROOF AND RAISED PODIUM REMOVAL PLAN & NOTES SI-EET NUMBER AD -101 SHEET 9 OF 34 &02.46 PM GENERAL NOTES: 1. REMOVE EXISTING ROOF SYSTEM IN ITS ENTIRETY DOWN TO THE CONCRETE DECK INCLUDING ALL. METAL GOUNTERFLASHINGS, 12. WALL FLASHINGS, PITCH POCKETS, ETC. UNLESS NOTED OTHERWISE. DECK TYPE AS NOTED ON DRAWINGS. 2. DIMENSIONS GIVEN ARE FOR REFERENCE ONLY. FIELD VERIFYING THE EXISTING BUILDING EXTENT AND MEASUREMENTS 15 SOLELY THE CONTRACTOR'S RESPONSIBILITY. 3. ALL ROOF PENETRATIONS ARE TO BE FLASHED, WHETHER SHOWN OR NOT; ITEMS SHOWN ARE IN THEIR GENERAL LOCATIONS. 4. ARCHITECTURAL DETAILS SHALL GOVERN OVER MANUFACTURER'S DETAILS. 5 CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS AND CONFIRM THAT DETAILS AS SHOWN WILL INTERFACE WITH THOSE CONDITIONS. NOTIFY THE ARCHITECT BEFORE PROCEEDING. 6 PROVIDE A CONTINUOUS HEMMED EDGE ON THE BOTTOM OF ALL EXPOSED TWO-PIECE GOUNTERFLASHING PIECES. 7. MINIMUM FINISHED FLASHING HEIGHTS, TOP OF MEMBRANE TO: -TOP OF NON-METALLIC FLASHINGS - 5" -TOP OF PLUMBING VENT - 15" (CONTRACTOR TO EXTEND IN KIND AS REQUIRED) 14. -OR AS SHOWN ON DRAWINGS 5 PRIOR TO PROVIDING SUBMITTALS PACKAGES, THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND CONFIRM THAT DETAILS AS SHOWN WILL INTERFACE WITH FIELD CONDITIONS. NOTIFY OWNER'S REPRESENTATIVE OF KNOWN DISCREPANCIES. 9. WATERDAMAGE NOTE: A. KEEP THE BUILDING DRY DURING ROOFING OPERATIONS, ANY WATER OR DEBRIS ENTERING THE BUILDING CAUSED BY REROOFING WORK SHALL BE GLEANED UP BY THE CONTRACTOR. ANY DAMAGE TO THE BUILDING OR TS CONTENTS SHALL 15. BE REPAIRED OR REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. IF WORK AFFECTS THE INTERIOR OF THE BUILDING, PRECAUTIONS SHALL BE TAKEN TO PROTECT THE BUILDING AND ITS CONTENTS. 10. EXISTING MECHANICAL EQUIPMENT A. REMOVE EXISTING MECHANICAL EQUIPMENT AS REQUIRED FOR INSTALLATION OF NEW ROOF SYSTEM 4 TO ACHIEVE SPECIFIED CLEARANCES, le; RAISE PER DETAILS AND EXTEND DUCTWORK, IF REQUIRED. DISCONNECT ANY POWER OR PNEUMATIC CONNECTIONS, RECONNECT THE SAME USING ADDITIONAL MATERIAL AS NECESSARY TO REINSTALL. COORDINATE ALL ELEC., GAS, HVAC, etc. TEMPORARY SHUTDOWNS WITH THE OWNER. PAINT NON-ALUMINUM/COPPER UNITS AND STEEL SUPPORT STRUCTURES WITH PRIMER AND 2 FINISH GOATS OF ENAMEL PAINT. IDENTIFY UNITS (STENCIL) PER OWNER'S IDENTIFICATION SCHEDULE. ALL MECHANICAL EQUIPMENT IS EXISTING UNLESS NOTED OTHERWISE. B. COORDINATE UTILITY OR MECHANICAL UNIT TEMPORARY SHUTDOWNS WITH OWNER'S REPRESENTATIVE. 11. ELECTRICAL A. ELECTRICAL WORK SHALL BE PERFORMED BY A QUALIFIED ELECTRICIAN PER NEC CODE. REFER TO ELECTRICAL DRAWINGS. 13. 16. INSULATION A. INSTALL MAJOR CRICKETS, THEN INSTALL PRIMARY (FLAT STOCK) LAYERS. STAGGER JOINTS BETWEEN INSULATION LAYERS. B. PROVIDE CRICKETS AT HIGH SIDE OF ROOFTOP EQUIPMENT. G. PROVIDE TAPERED EDGE STRIPS AT ROOF EDGE FOR FLUSH TRANSITION OF ROOF MEMBRANE TO TOP OF BLOCKING. ROOF DRAINS A. PROVIDE REPLACEMENT CAST-IRON CLAMPING RINGS AND STRAINERS AT ALL EXISTING ROOF DRAINS. PROVIDE RETRO -FIT TYPE ROOF DRAINS WITH CAST-IRON STRAINERS WHERE INDICATED. REPLACE EXISTING BOLTS IN STAINLESS STEEL MATERIAL WITH ADDITIONAL LENGTH AS REQUIRED TO FASTEN CLAMPING RING. B. TEST ROOF DRAINS BEFORE START OF CONSTRUCTION. G. AT COMPLETION OF ROOFING OPERATIONS GLEAN ALL ROOF DRAINS FROM ROOF TO VERTICAL LEADER INSIDE BUILDING. CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING ROOF DRAIN FLOW UPON COMPLETION OF CONSTRUCTION. WOOD A. ONLY WOOD OR PLYWOOD INSTALLED IN IMMEDIATE CONTACT WITH MASONRY OR CONCRETE 15 TO BE PRESSURE TREATED. B. IF WOOD DIMENSIONS ARE NOT GIVEN, STACKED WOOD HEIGHT, 3 BOARDS OR LESS, ARE 2x4 MINIMUM. HIGHER LIFTS OF WOOD ARE TO BE 2x6 MINIMUM. G. ALL WOOD TO BE ANCHORED AS SPECIFIED, OR SHOWN. GENERALLY, FASTENER SPACING, RING SHANK NAILS OR SCREWS, NOT MORE THAN 12" O.G. AND ANCHOR BOLTS -3/5' O.D. MIN., NOT MORE THAN 36" O.G. AND FROM ENDS OF BOARDS - q" MAXIMUM. SEE SPECIFICATION SECTION 0610 00. FASTENERS A. ALL FASTENERS TO BE NON -RUSTING TYPE (HOT DIPPED GALVANIZED, STAINLESS STEEL) UNLESS NOTED OTHERWISE. B. ALL NAILS SHALL BE SPIRAL OR RING-SHANKED G. ALL FASTENERS (NAILS, SCREWS, BOLTS, ETC.) IN PRESSURE -TREATED WOOD ARE TO BE OF STAINLESS STEEL, TYPE A304 OR A316 D. POP -RIVETS ARE NOT PERMITTED. E. FASTENERS IN METAL FLASHINGS - ALL TO BE COMPATIBLE WITH METAL USED; FASTENERS ALL OF STAINLESS STEEL UNLESS NOTED OTHERWISE. FASTENER SPACING, SCREWS, NOT MORE THAN q" O.G., NAILS USED FOR CLEATING - 3" O.G. UNLESS NOTED OTHERWISE FROM ENDS OF UNITS - 3" MAXIMUM MISCELLANEOUS; A. ANY METAL COPING OR FASCIA OVERLAPS, FOLDS, OR SEAMS ARE TO BE FULLY BEDDED WITH SEALANT BETWEEN PIECES OF METAL. NEW ROOF SYSTEM 'R' VALUES SYSTEM - 'R' VALUE - OUTSIDE AIR - ROOF MEMBRANE - %2" COVER BOARD - 2Y2" INSULATION* - VAPOR RETARDER -CONCRETE FILL -CONCRETE DECK -INSIDE AIR 0.17 0.34 0.56 13.0 0.12 0.30 1.0 .q2 TOTAL: *CONTINUOUS INSULATION MATCHES EXISTING INSULATION THICKNESS 15.91 53'-43/ WALKWAY 1c16'-3" TT -2" TYP. 10'-q" - 32-0" 5q'-10" 45'-3Y2" ASPHALT WALK • M€D LEVEL STAIR -LA G LONER STAIR LANDI*IG ALTERNATE NO.1 (SEE DETAIL 2/A-505) --5 EDGE 0 'AVER GRAVEL -SURFACED_._ ROOF SYSTEM TY-PIGAL EXTENT OF ADDITIONAL LAYER OF INSULATION AND TAPER WOOD FIBER STRIP 4- - AREA OF CONCRETE PECK REPAIRS (X4). REFER TO S -DRAWINGS SITTINBENCHES, TYP. EDGE OF PAVER RAISED PODIUM -INF 7 INPS RAMP +/-1:12 PAVER WALKWAY 0 dj ALTERNATE �1 N0.1 (SEE :::::' DETAIL jr 6-O" jI 2/A-505) X L EDGE OF PAVER 23'-5"� WORK POINT LEGEND WORK PONT DESIGNATOR PROPOSED ROOF NEMBRANE ELEVATION ® WP 1 SOS' -O" (POINT OF ORIGIN ELEVATION) BENCH WP 2 813'-7" 00 WP 3 516'-10" o a WP 4 516-10" ROOF DRAIN WP 5 517-1%2" WP 6 519'-4%4" WP -t 819'-6%2" DRAWN DKA/DJS WP S 819'-41/4" WP 9 517-0" WP 10 517-O" WP 11 NOT USED WORK ROOF INTENDED ASSEMBLY THE GRADES. ESTABLISHED AND SPECIFICATION WP 12 51.1'-O" POINT ELEVATIONS SHOWN ON THIS TABLE, PLANS AND DETAILS DEPICT THE DESIGN ELEVATIONS OF THE FINISHED ROOF AND THICKNESS NECESSARY TO ACHIEVE FINISHED WALKING SURFACE ELEVATIONS AND SUCH WORKING ELEVATIONS SHALL BE BY FIELD SURVEYS; REFER TO LAYOUT ROOF SURVEY REQUIREMENTS OUTLINE IN SECTION 070150.1q. REPLACE ASPHALT WALKWAY INSTALL NEW COPING STONES - 65-2"* RESTORE GRADE AND GRANITE PAVER WALKWAY ® OLIN MAIN ENTRANCE Rig ' REMOVE 4 RESET CAPSTONE ON NEW THROUGH -WALL FLASHING, BOTH WALLS EQUAL RD EQUAL -(3) 35'-3"t SOLDER SALVAGED COPPER BUTTON OVER HOLES FOR ELECTRICAL REMOVALS WP 5 GRAVEL. SURFACED ROOF SYSTEM EXISTING EGRESS DOORS 5 M. WINDOW TYPICAL COLUMN TYPICAL FLUSH TRANSITION TO EXISTING ASPHALT WALKWAY WP 10 FLUSH ASPHALT WALK SLOPED GONG. WALK ROOF EDGE OLIN LIBRARY (2ND FLOOR) NOT IN CONTRACT NP 5 STEP DN GRANITE PANEL ..,� STIMSON HALL - - WP 12 (F) (3 ® WALKWAY PROPOSED - ROOF PLAN ROOF EDGE REINSTALL EXISTING COPING STONES ROOF EDGE NOTE: 1. PAVER LAYOUTS ARE NOT SHOWN ON THIS DRAWINGS FOR CLARITY AND ARE INDICATED IN THE L -SERIES DRAWINGS. 2. ADDITIONAL DIMENSIONS ARE INDICATED ON DRAWING A-102. 3. WORK THAT IMPACTS THE BUILDING INTERIOR 15 INDICATED ON DRAWING A-102. 4. COORDINATE STRUCTURAL REPAIRS TO THE CONCRETE DECK WITH THE 5 -DRAWINGS. REPAIRED CONCRETE SUBSTRATES SHALL BE MADE ACCEPTABLE TO THE ROOFING MANUFACTURER. SCALE:1/16" = 1'-0" TYPICAL ROOF ASSEMBLIES TYPICAL ROOF ASSEMBLY - FLOOD GOAT AND GRAVEL 2 -PLY MODIFIED BITUMEN ROOF MEMBRANE 2COVERBOARD 21/2" POLYISO INSULATION (25P5I) TORCHED VAPOR RETARDER OVER EXISTING 2 -PLY VAPOR RETARDER TAPERED LIGHTWEIGHT CONCRETE FILL TYPICAL ROOF ASSEMBLY AT PEDESTRIAN AREAS 2" PAVER AND/OR 3-1/2" GRANITE PANEL PEDESTAL BASE --PROTECTION BOARD 2 -PLY MODIFIED BITUMEN ROOF MEMBRANE -- 2" COVERBOARD 2Y2" POLYISO INSULATION (25P5I) TORCHED VAPOR RETARDER OVER EXISTING 2 -PLY VAPOR RETARDER --- TAPERED LIGHTWEIGHT CONCRETE FILL FLOOD GOAT AND GRAVEL 2 -PLY MODIFIED BITUMEN ROOF MEMBRANE 2" COVERBOARD 2%2" POLYISO INSULATION (25PSI) 2" POLYISO INSULATION (25PSI) ADHERED VAPOR RETARDER 2" COVERBOARD EXISTING METAL DECK TYPICAL ROOF ASSEMBLY -c40 c 'c<9,OsPR30 . TYPICAL ROOF ASSEMBLY 2 -PLY MODIFIED BITUMEN ROOF MEMBRANE 2" COVERBOARD 2" POLYISO INSULATION (25P5I) TORCHED VAPOR RETARDER OVER EXISTING 2 -PLY VAPOR RETARDER TAPERED LIGHTWEIGHT CONCRETE FILL 2" PAVER AND/OR 3-1/2" GRANITE PANEL PEDESTAL BASE PROTECTION BOARD 2 -PLY MODIFIED BITUMEN ROOF MEMBRANE 2" COVERBOARD 2" POLYISO INSULATION (25PSI) TORCHED VAPOR RETARDER OVER EXISTING 2 -PLY VAPOR RETARDER TAPERED LIGHTWEIGHT CONCRETE FILL TYPICAL ROOF ASSEMBLY D 1 AT PEDESTRIAN AREAS TYPICAL ROOF ASSEMBLY AT PEDESTRIAN AREAS 2" PAVER AND/OR 3-1/2" GRANITE PANEL PEDESTAL BASE PROTECTION BOARD 2 -PLY MODIFIED BITUMEN ROOF MEMBRANE EXISTING CONCRETE FILL LEGEND MARK DESCRIPTION ® ROOF AREA DESIGNATION Z.* BENCH � 00 GUARDRAIL TYPES MARK o a LIGHT POLE LOCATION X ROOF DRAIN * WF 4 WORK POINT ABBREVIATION LEGEND: RD (E) = EXISTING ROOF DRAIN LPS = LIGHTNING PROTECTION SYSTEM LP = LIGHT POLE REJ = RAILING EXPANSION JOINT LOCATION (APPROXIMATE LOCATION) hell spina AC-ITiCTS 215 Wyomiig Street 110-0 l'ittford-Yetor Syracuse, NY 13204 Fitisfoiti,P4Y 14534 Tel (315) 488. 0377 To! ON MO - Fax (315) 487 - 5947 Fax ( *..: 481 - info@bellandspina.com www.bellandspina.com It Is a violation of the New York State Education Law, Article 145 Sec. 7209, for any person unless he is acting under the direction of a licensed professional Architect, Engineer or Land Surveyor to alter an item in any way. If an item bearing the seal of an Architect, Engineer or Land Surveyor is tattered, the altering Architect, 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 PROJECT NORTH CONSULTANT W U ¢~ D W 161 HO PLAZA ITHACA, NY 14853 CLIENT PROJ. NO: 10902 Z.* � PROJECT NUMBER 319-18- 010 The Contractor shall verify all dimensions and notify the Architect in writing of any discrepancies. All drawings and specifications are the property of the Architect and shall be used only on the job designated. MARK DATE DESCRIPTION DRAWN DKA/DJS CHECKED DKA DATE 04/24/2019 SCALE AS NOTED SHEET TITLE PROPOSED ROOF PLAN SI-EET NUMBER A-101 SHEET 10 OF EXISTING LIGHT POLE NEW LIGHT POLE LOCATIONS, TYP. LOCATIONS, TYP. � t .tlY i i. rE '. �'®i� V9444.4. Y � . fit' ►44q�s'�.4 ®i41,144:4347 ♦ ' 0D i' ♦ce De•` e♦e♦ a a4 f ea..�.eaee♦ea♦4 t ®v`" e® 40 ecce ♦♦eek ♦ee♦♦a ♦♦eee♦eee<4♦eeeee♦ t ♦0ie� . 4e♦ �►♦♦♦� ♦e♦ ►e � see♦ ♦♦ ♦ ♦♦ ,♦ � ®♦ ♦s® !•eii�i+�i� �°°°e♦° ��si• i�s: s%�•��.st `�%% • ��®®� 0 ��4$ ��4r vos°.ems %•�Di��%%i°V14 4 °y 4"r• lr 444,4 40 iii®s 144'** 4,' `.Itt> °i°s�DiO°°ey°°�ie° °e°�°O°%�e'e°��►`ip�%%%O% 4!°ep�eae0p°r�s• 1 If°°°sss%%ice%• °°0e♦°,e�%ip�%%i°►°°°i`a°`�a°0�iio��®e♦s°i°��Oi��i�ii°i°i• i °e°°°mei° •Oss%O°p!�� °�pe• if:10.• ♦°°►ae41. 00i%0%OpD* 44444a °►® i® �e°k> .rem♦A♦tiAtitotitt°♦°a°,...,*, �e,°,�e�, ♦ t'�e�e�•a. 4°elt��°gi€;�°4 +44 �°a.� ie ' .„4•40•401•45.4•44,4�e4 a ill **I ----- — to, •�0eeeee°owa..o...ieede� •46,- e�eav ito.ivivi°°i°jos°e°°O®°°®�i�i�e�®i<�er°e4°�®`��•i�s !1' DO NOT DISTURB EXISTING CEILING (AGM CONTAINING)::' L E FIRST FLOOR KEY PLAN SCALE 1/32" = 1'-O" KEY LEGEND: GENERAL NOTES: ACT TILE CEILING Z -SPLINE CEILING AGM CONTAINING MATERIAL 1.NERAL RAWING GENERALLY SHOWS EXISTING CEILING TYPE AND PRESUMED LOCATIONS D E L OF ASBESTOS CONTAINING MATERIALS ABOVE THE CEILINGS. REFER TO EXISTING HAZMAT REPORTS IN THE PROJECT MANUAL. 2. IT 15 THE INTENT TO NOT DISTURB AGM MATERIALS. 3. CONTRACTOR SHALL REMOVE AND RESTORE CEILINGS A5 REQUIRED FOR ELECTRICAL WORK. ALSO REFER TO ELECTRICAL DRAWINGS FOR PATHWAYS. DINNER WILL SUPPLY UP TO 20 Z -SPLINE CEILING TILES FOR INSTALLATION A5 NECESSARY. RAILING DIMENSION WP EDGE OF CONCRETE (r\ TS �! I 51'-11" 5-i /RAILING DIMENSION WP EDGE OF CONCRETE 12""1-11" 12-77' 32-0" 5q-11" 1 CORRECTED �----� / / CORRECTED--) J 43`-10" CORRECTED X �__ /72 /4 1 / 1 P7 V 77 ✓i 114 a i 2 I>n i7 �I v X 46,-q" X OLIN LIBRARY (2ND FLOOR) NOT IN CONTRACT R.E.J N 0 it ROOF PLAN 6-3" 13'-2" / / STIMSON HALL SCALE: 1/16" = 1'-0" hell spina AC-ITiCTS 215 Wyomiig Street 110-0 l'ittfortl-Yetorlii Syracuse, NY 13204 Nitsfoiti, NY 14534 Tel (315) 488. 0377 Ts! (585) MO - Fax (315) 487 - 5947 Fax ( *..: 437 - info@bellandspina.com www.bellandspina.com It Is a violation of the New York State Education Law, Article 145 Sec. 7209, for any person unless he is acting under the direction of a licensed professional Architect, Engineer or Land Surveyor to alter an item in any way. If an item bearing the seal of an Architect, Engineer or Land Surveyor Is altered, the altering Architect, Engineer or Land Surveyor shall affix to the item Ns seal and the notation 'altered by followed by his signature and the date of such alteration, and a specific description of the alteration PROJECT NORTH CONSULTANT W U ¢~ D _ W 161 HO PLAZA ITHACA, NY 14853 CLIENT PROJ. NO: 10902 Z PROJECT NUMBER 319-18- 010 The Contractor shall verify all dimensions and notify the Architect in writing of any discrepancies. All drawings and specifications are the property of the Architect and shall be used only on the job designated. MARK DATE DESCRIPTION DRAWN DJS CHECKED DKA DATE 04/24/2019 SCALE AS NOTED SHEET TITLE FLOOR AND ROOF PLAN - ADDITIONAL INFORMATION SI-EET NUMBER A-102 SHEET 11 OF 1 0 0 CS TOP OF ROOF SLAB EL. 884'--1Y2" 7 TOP OF PENTHOUSE SLAB EL. 813'-5%2" 1TH FLOOR N. EL. 865-1" 0 $ 6TH FLOOR EL. 854'-4" it ts- Ah5TH FLOOR EL. 545.-1" qo4TH FLOOR EL. 835'-1O" $ 3RD FLOOR EL. 826-1" 2ND FLOOR EL. 816-6" $15T FLOOR EL. 804-O" ts- m m m co m m m O 0 • O O 1 • 1 1 1 1 1 1 tl i �� i IETEi m 1 n m REMOVALS - NORTH ELEVATION SCALE: 3/32" = T-01 TOP OF ROOF SLAB EL. 884'-'7Y2" TOP OF PENTHOUSE 7 SLAB EL. 873'-5%2" ITH FLOOR 4F EL. 863'-7" 4r6TH FLOOR EL. 854'-4" 13- ih 5TH FLOOR 4. EL. 545.-1" .4TH FLOOR EL. 835'-1O" 0 N. 3RD FLOOR EL. 826-1" 2ND FLOOR N. EL. 816'-6" A. 15T FLOOR EL. 804'-O" TYP COLUMN E E7 1 i TYP WINDOW NUMMI 11 1 TYP i I T 1 I Er iso - N 1--1 1E1 111 11111111 1111111 I I 1 ill 11 NO WORK 1 1 1 1 III 1 1 1 1111111111111111 1 Ih1 IN 1 1 1 1 1 1 1 1 1 1 111 I I I 1 1 1 1 1 1 MI IJ1 11 11 11 Ti T1 Ti 71- ILLI TLILI 1 Y 1 1 m 1 1 1 1 1151 REMOVE METAL GUARD RAIL SYSTEM AND BRACKETS COMPLETELY, TYPICAL. mansiar-i _ NEN 111111111111111 D - REMOVE METAL GUARD RAIL SYSTEM AND BRACKETS COMPLETELY. 11 Ili 1 lib REMOVE DETERIORATING CONCRETE STAIR STRINGER, RAILING AND TREADS. EL. 81 tY-10" I Tfil TT VTI IT IIIIUIIUUIIIIII LIGHT POLES. J 111111111, II IL Hi Iniii HHENti INMEHHEIHNIMI 11111111 111111111111 ! ! HI 11111111111 IIIMENIMININIMEINIML 1111111H1 1 II III II 1 HI 1111111I11 IIIMINIE Hill II I ....._...............,inEro Az 0 . 11 HE RIVIIIIIIMMINIIIIIII 17.1 marelmiumuo IT 1as MI 111111111111111111111111111 11111 1111 1 • gmimm-EN =...., ME im MIMENEmmr i Ellill=n11 MI =I lilliMM EIMIENIMmAINI =filiffill AMP7dMILai IIIIIMIal== EIMISIIIIMINIM Mar MEM= MI6= =I EINIENIMIIMIIIWMIENIiiPll [1 S.F REPOINT AND CLEAN STONE MASONRY REMOVE AND RESET CAPSTONE ON THROUGH -WALL FLASHING GUARD RAIL SYSTEM ZING -TIN COATED COPPER VERTICAL SIDING, TYPICAL. ( PROPOSED - NORTH ELEVATION SCALE: 3/32" = "-CT REPAIR LIMESTONE FASCIA SPALLS, TYP. SEE DETAILS 3/A-204 [2 S.F.] [2 5.F.] / GUARDRAIL SYSTEM, TYPE A 1 J [1 S.F.] / [1 S.F.] PARTIAL SOUTH ELEVATION AT RAISED PODIUM SCALE:1/4" = 1'-0" [1 S.F.] [1 S.F.] [1 5.F.] LIMESTONE AND MASONRY REPAIR NOTES (APPLIES TO A-201, A-202, A-203 & A-204): = MASONRY REPOINTING, SEE DETAIL 2/A-204 [X 5.F.] = SQUARE FEET = LIMESTONE REPAIR, SEE DETAIL 3/A-204 [X 5.F.] = SQUARE INCHES GUARD RAIL LEGEND: RAILING TYPES. SEE SHEET A -2O2 KEY PLAN SCALE N.T.S bell sptha ASC I 215 Wyoming Street Syracuse, NY 13204 =CTS Tel (315) 488 - 0377 Tel Fax (315) 487 - 5947 Fax :) info@bellandspina.com www.bellandspina.com It is a violation of the New York State Education Law, Article 145 Sec. 7208, for any person unless he Is acting under the direction of a licensed professional Architect, Engineer or Land Surveyor to alter an item in any way. If art item bearing the aeal of an Architect, Engineer or Land Sirveyor is altered, the altering Architect, Engineer or Land Surveyor ahall affix to the item his seal and the notation 'altered by followed by his algnature and the date of such alteration, and a Specific description of the alteration. PROJECT NORTH CONSTANT TERRACE RENEWAL FOR: 1 OLIN LIBRARY 161 HO PLAZA ITHACA, NY 14853 CLIENT PROJ. NO: 10902 PROJECT NUMBER 319-18-010 The Contractor shall verify all dimensions and notify the Architect In writing of any discrepancies. All drawings and specifications are the property of the Architect and shall be used only on the lob designated. MARK DATE DESCRIPTION DRAWN DKA/DJS CHECKED DKA DATE 04/24/2019 SCALE AS NOTED SHEET TITLE ELEVATIONS SHEET NUMBER A-201 SHEET 12 OF 11 TOP OF ROOF SLAB EL. 554'-11/2" TOP OF PENTHOUSE SLAB EL. 515-5%2" • 7TH FLOOR EL. 563'-'7" •STH FLOOR EL. 554.-4" • 5TH FLOOR EL. 545-1" • iss 4TH FLOOR EL. 555-10" • • ,5RP FLOOR EL. 526-T A, 2ND FLOOR "F EL. 516-62 LANUING 4IF EL. 515-cl-1/2" Abk, LANDING NIF EL. 506-5-1/2" 1ST FLOOR 4. EL. 804-0" N REMOVE METAL GUARD RAIL SYSTEM AND BRACKETS COMPLETELY. n I H in 71 REMOVE LEAD -COATED COPPER lAIATERTABLE FLASHINGS AND PERIMETER EDGE FLASHIN REMOVE DETERIORATING LIMESTONE PANELS REMOVALS - WEST ELEVATION SCALE: 3/32* = 1' - TOP OF ROOF SLAB EL. 554'-T1Y2" • TOP OF PENTHOUSE SLAB EL. 5-731-5%2" • TITH FLOOR EL. 563'-'7" • $6TH FLOOR EL. 554.-4" All 5TH FLOOR \f' EL. 545-1" 4 4TH FLOOR EL. 535-10" A. 5R17 FLOOR • go EL. 526'-'7" 42Nr, FLOOR EL. 516-.0 LANL1ING 41. EL. 51 '-10" Abik LANDING ‘-Pv EL. 506-4" • 2 a. 'TYP I T --- -------- NO YORK EL. 802-3Y2' REMOVE DETERIORATING CONCRETE STAIR STRINGER, RAILING AND TREADS. NO YORK REPOINT AND CLEAN STONE MASONRY WALL. REMOVE AND RESET CAPSTONE ON THROUGH-NALL FLASHING 11 111 1 • 1 {1 5.F.] OH [1 5.F.] LIBRARY Ah, 15T FLOOR `IF EL. 504-0" G1ARD RAIL SYSTEM (NOT SHOIA0 REPLACE STONE INATERTABLE LEDGE UNDER TI -4E STAIRS. CLEAN THE MASONRY. [ALTERNATE #1] PROPOSED - WEST ELEVATION SCALE: 3/32" = 1' - CLAD SIDE WALL PITH ZINC -TIN COATED COPPER VERTICAL PANELS. TYPE C2 (A) 41-4" ct. TYPE GUAfZDRAII-/ HANDRAIL REFER TO DETAIL TYPICAL TYPE 'A' GUARDRAIL SCALE: 1/21 = 0" 9 \ • TYPE B TYPICAL RAILING 4 GUARDRAIL COMPONENTS: 1. GUARDRAIL: GALVANIZED STEEL TUBE AND BAR SHAPES WITH POIA1DERCOATED FINISH. 2. HANDRAIL: ILLUMINATED LEP SYSTEM INTEGRATED WITH HANDRAIL SYSTEM "HERE INDICATED ON THE PLANS, TYPICAL TYPE 'B' GUARDRAIL SCALE: 1/2" = 1'-0" 1 II AZA IY 14853 10J. NO: 10902 ----\1 OPEN •<->. -,c,:-? ... 11-0" 4" 4" 4" 4" TYPE GUAfZDRAII-/ HANDRAIL REFER TO DETAIL TYPICAL TYPE 'A' GUARDRAIL SCALE: 1/21 = 0" 9 \ • TYPE B TYPICAL RAILING 4 GUARDRAIL COMPONENTS: 1. GUARDRAIL: GALVANIZED STEEL TUBE AND BAR SHAPES WITH POIA1DERCOATED FINISH. 2. HANDRAIL: ILLUMINATED LEP SYSTEM INTEGRATED WITH HANDRAIL SYSTEM "HERE INDICATED ON THE PLANS, TYPICAL TYPE 'B' GUARDRAIL SCALE: 1/2" = 1'-0" 1 II TYPE TRANSITION GUARDRAIL REFER TO DETAIL —TYPE C2 TYPICAL TYPE 'Cl' GUARDRAIL SCALE: 1/2" = 1'4r REMOVE AND REINSTALL COPING STONES r* u_ 0 x_ 1- . I- 9 6 60_ REMOVE EXISTING AND INSTALL 2 PC BUTTON PUNCHED TIN -ZINC COATED COPPER RECEIVER AND COUNTER FLASHING 341-5111: EXTENT OF 100% REPOINTING 301-411t EXTENT OF STONE REMOVALS AND REINSTALLATION TYPE / 7-21-1/2" 1 / 41-0" Ct. 41-0"Cr- 11" / 'I' / 11-0" 11-0" 11-0" 11-0" / / f / /- 4 , 4" 4" 4" 4" 4" 4",4" 4" 4" 4" / / / / / / / / / FRONT GUARDRAIL/ HANDRAIL REFER TO DETAIL TYPE G1 YORK INRAP5 END OF PALL CHEEK WALL ELEVATION - ROOF C1 SCALE: 3/32" 0" REMOVE AND REINSTALL COPING STONES 341-5"± EXTENT OF 100% REPOINTING 211-011± EXTENT OF STONE REMOVALS AN REINSTALLATION REMOVE EXISTING AND INSTALL 2 PC BUTTON PUNCHED TIN -ZINC COATED COPPER RECEIVER AND COUNTER FLASHING FLOOD COAT AND GRAVEL 4 MONUMENTAL STAIR NOT SHOWN FOR CLARITY CHEEK WALL ELEV. - ROOF D SCALE: 3/32" = t- 0" " AZA IY 14853 10J. NO: 10902 ----\1 / 1 I-0" 11-0" 11-0" 11-0" 4" 4" 4" 4" 4" 40 4" 6" 6" 6" b" 1 > DATE DESCRIPTION < DRAWN DKA/DJS CHECKED DKA DATE 04/24/2019 SCALE AS NOTED .< r -- TYPE TRANSITION GUARDRAIL REFER TO DETAIL —TYPE C2 TYPICAL TYPE 'Cl' GUARDRAIL SCALE: 1/2" = 1'4r REMOVE AND REINSTALL COPING STONES r* u_ 0 x_ 1- . I- 9 6 60_ REMOVE EXISTING AND INSTALL 2 PC BUTTON PUNCHED TIN -ZINC COATED COPPER RECEIVER AND COUNTER FLASHING 341-5111: EXTENT OF 100% REPOINTING 301-411t EXTENT OF STONE REMOVALS AND REINSTALLATION TYPE / 7-21-1/2" 1 / 41-0" Ct. 41-0"Cr- 11" / 'I' / 11-0" 11-0" 11-0" 11-0" / / f / /- 4 , 4" 4" 4" 4" 4" 4",4" 4" 4" 4" / / / / / / / / / FRONT GUARDRAIL/ HANDRAIL REFER TO DETAIL TYPE G1 YORK INRAP5 END OF PALL CHEEK WALL ELEVATION - ROOF C1 SCALE: 3/32" 0" REMOVE AND REINSTALL COPING STONES 341-5"± EXTENT OF 100% REPOINTING 211-011± EXTENT OF STONE REMOVALS AN REINSTALLATION REMOVE EXISTING AND INSTALL 2 PC BUTTON PUNCHED TIN -ZINC COATED COPPER RECEIVER AND COUNTER FLASHING FLOOD COAT AND GRAVEL 4 MONUMENTAL STAIR NOT SHOWN FOR CLARITY CHEEK WALL ELEV. - ROOF D SCALE: 3/32" = t- 0" " TYPE TRANSITION TRANSITION GUARDRAIL TYPE A TYPE C1 GUARDRAIL TYPE 'C2' ELEVATION SCALE: 1/2" = 1'4T KEYPLAN SCALE: N.T.S. 215 Wyorniig Street Syracuse, NY 13204 * ICTS Rd 14,534 Tel (315) 488- 0377 Tel Fax (315) 487 - 5947 F (585) info@bellandspina.com www.bellandspina.com It le a violation of the New York State Education Law, Article 145 Sec. 7209, for any person unless he is acting under the direction of a licensed professional Architect, Engineer or Land Surveyor to alter an item in any way. If an item bowing the seal of an Architect, Engineer or Land Surveyor is altered, the altering Architect, Engineer or Land Surveyor shall affix to the item Na seal and the notation 'aftered by followed by his signature and the date of such alteration, and a specific description of the alteration PROJECT NORTH CONSULTANT III 0 st:C Li.1 AZA IY 14853 10J. NO: 10902 ----\1 / 11-0" 11-0" 1'-0" 11-0" 0 er7 —J NUMBER PROJECT NUMBER 319- 18- 010 i > DATE DESCRIPTION < DRAWN DKA/DJS CHECKED DKA DATE 04/24/2019 SCALE AS NOTED TYPE TRANSITION TRANSITION GUARDRAIL TYPE A TYPE C1 GUARDRAIL TYPE 'C2' ELEVATION SCALE: 1/2" = 1'4T KEYPLAN SCALE: N.T.S. 215 Wyorniig Street Syracuse, NY 13204 * ICTS Rd 14,534 Tel (315) 488- 0377 Tel Fax (315) 487 - 5947 F (585) info@bellandspina.com www.bellandspina.com It le a violation of the New York State Education Law, Article 145 Sec. 7209, for any person unless he is acting under the direction of a licensed professional Architect, Engineer or Land Surveyor to alter an item in any way. If an item bowing the seal of an Architect, Engineer or Land Surveyor is altered, the altering Architect, Engineer or Land Surveyor shall affix to the item Na seal and the notation 'aftered by followed by his signature and the date of such alteration, and a specific description of the alteration PROJECT NORTH CONSULTANT III 0 st:C Li.1 AZA IY 14853 10J. NO: 10902 Z --I Z nrX a. r.i 0 44 I 0 er7 —J NUMBER PROJECT NUMBER 319- 18- 010 The Contractor shd verify all dimensions and notify the Architect in writing of any discrepancies. All drawiigs and specifications are the property of the Architect and shall be used only on the job desigiated. MARK DATE DESCRIPTION DRAWN DKA/DJS CHECKED DKA DATE 04/24/2019 SCALE AS NOTED SHEET TITLE ELEVATIONS SHEET NUMBER A- 202 SHEET • OF 34 a_ a 0 r?. m TOP OF ROOF SLAB • EL. SS4'--71/2" TOP OF PENTHOUSE SLAB EL. 515-51/2" 7TH FLOOR Niv EL. 863'-7" m is 6TH FLOOR • EL. S54'-4" 5TH FLOOR • EL. 545-1" 4,1 4TH FLOOR • EL. S35'-10" 0 4 3RD FLOOR EL. S26'-1" "F2ND FLOOR EL. S16-6" 15T FLOOR • EL. SO4.-0" F I 161 HO PLAZA ITHACA, NY 14853 CLIENT PROJ. NO: 10902 Z- — PROJECT NUMBER 319-18- 010 The Contractor shall verify all dimensions and notify the Architect in writing of any discrepancies. All drawings and specifications are the property of the Architect and shall be used only on the job designated. MARK DATE DESCRIPTION DRAWN DKA CHECKED DKA DATE 04/24/2019 SCALE AS NOTED ; I � � :a i I T � I. —t — — —�— — — — — — — _ 1 i! I l I l I C I I l I J _ it i 1 L. -50 W P i P NDOW OL MN -50 /\ < > N N —r — — U _ --�,— REMOVE STONE MASONRY WALL COREMOVALS - EAST ELEVATION SCALE: 3i32' = T -o" TOP OF ROOF SLAB to 13- O N • EL. SS4'-'7Y2" TOP OF PENTHOUSE SLAB EL. S13' -5Y2" ITH FLOOR • EL. S63'-1" 6TH FLOOR • EL. S54-4" Ab 5TH FLOOR milv EL. S45'-1" AI4TH FLOOR EL. S35'-10" 3RD FLOOR • EL. 826'--7" $2ND FLOOR EL. S16-6" 41 15T FLOOR EL. SO4'-0" +1 EXISTING STONE WALL TO REMAIN. REMOVE STONE MASONRY WALL AND COPING. SALVAGE 30' LINEAR FEET OF STONE FOR REUSE. L GUARDRAIL RECONSTRUCT STONE MASONRY WALL AND REINSTALL SALVAGED CAPSTONES. PROPOSED - EAST ELEVATION EGRESS DOOR GUARDRAIL IN FOREGROUND SLOPED WALKWAY UP TO TERRACE RECONSTRUCT STONE MASONRY WALL AND NEW CAPSTONES. EXPANSION JOINT SCALE: 3/32" = 1'-O" KEY PLAN SCALE: N.T.S. hell spina AC-ITiCTS 215 Wyomiig Street TMC € Syracuse, NY 13204 Ritsfori, NY 1034 Tel (315) 488. 0377 Tel (585) MO - Fax (315) 487 - 5947 Fax ( *r 4' - info@bellandspina.com www.bellandspina.com It Is a violation of the New York State Education Law, Article 145 Sec. 7209, for any person unless he is acting under the direction of a licensed professional Architect, Engineer or Land Surveyor to alter an item in any way. If an item bearing the seal of an Architect, Engineer or Land Surveyor Is altered, the altering Architect, 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 PROJECT NORTH CONSULTANT W U ¢~ D W 161 HO PLAZA ITHACA, NY 14853 CLIENT PROJ. NO: 10902 Z- PROJECT NUMBER 319-18- 010 The Contractor shall verify all dimensions and notify the Architect in writing of any discrepancies. All drawings and specifications are the property of the Architect and shall be used only on the job designated. MARK DATE DESCRIPTION DRAWN DKA CHECKED DKA DATE 04/24/2019 SCALE AS NOTED SHEET TITLE ELEVATIONS SI-EET NUMBER A-203 SHEET 14 OF TOP OF ROOF SLAB EL. S84'--7%2" TOP OF PENTHOUSE SLAB EL. S'73'-5%2" Ab .7TH FLOOR N. EL. 563'-'1" ch AI 6TH FLOOR EL. S54'-4" • S5TH FLOOR EL. 545-1" 4TH FLOOR EL. S35'-10" • $3RD FLOOR EL. S26'-"7" • is2ND FLOOR EL. S16'-6" Ain 1ST FLOOR EL. SO4'-O" 9 0 is BASEMENT • EL. 7,12-O" NO WORK 4 TYP COLUMN IVY TO BE REMOVED BY OWNER. NO WORK • $SUB - BASEMENT EL. 1S0' -O" PROPOSED - SOUTH ELEVATION SCALE:3/32" = 1'-O" REPAIR LIMESTONE FASCIA SPALLS, TYP. SEE DETAILS 3/A-204 / AREAWAY hell spina AC-ITiCTS 215 Wyomiig Street 1%0 V to Syracuse, NY 13204 Its NY 14534 Tel (315) 488. 0377 Ts! ON MO - Fax (315) 487 - 5947 Fax ( *r 481 - info@bellandspina.com www.bellandspina.com SAW -CUT EXISTING JOINT TO BE REPOINTED. FILL JOINT WITH MORTAR AND DRESS/TOOL SURFACE TO MATCH EXISTING. FIELD VERIFY JOINT WIDTH. ASSUME 5/E," FOR BIDDING TYPICAL REPOINTING DETAIL EXISTING SOUND MORTAR JOINT TO REMAIN SAW -GUT EXISTING JOINT SACK TO SOUND MORTAR SCALE:1 1/2" = 1-0" STONE PATCH REPAIR NOTES: 1. STRICTLY FOLLOW MANUFACTURERS RECOMMENDATIONS. 2. THE CONTRACTOR WILL SE REQUIRED TO SOUND THE STONE WITH A HAMMER TO DETERMINE THE EXTENT OF LOOSE OR DELAMINATED MATERIAL. REPAIR AREAS SHOWN ON THE DRAWINGS ARE APPROXIMATE AND FOR CONTRACTOR REFERENCE ONLY. 3. INSTALL IN-PLACE MOCKUP OF FULL REPAIR FOR REVIEW AND APPROVAL BY THE ARCHITECT BEFORE PROCEEDING. IF NOT ACCEPTABLE, REMOVE, CORRECT AND REINSTALL.FIRST, REMOVE UNSOUND STONE, PARGING OR CONCRETE. 4. SECOND, LAYOUT AND MARK THE SAW -CUT LOCATION AREA OF THE REPAIR AREA. SAW -GUT AROUND REPAIR AREA PER PATCH MANUFACTURER RECOMMENDATIONS. CHIP OUT ALL LOOSE MATERIAL WITHIN THE CUT LINES TO THE PRESCRIBED DEPTH. 5. TALLY QUANTITIES TO THE NEAREST 0.1 SQUARE FOOT. 6. POWER WASH STONE SURFACE AND EXPOSED STEEL REINFORCING (IF EXISTING) WITH NOT LESS THAN 3500 PSI CLEAN WATER POWER SPRAYER. �. DURING APPLICATION OF REPAIR MORTAR SUBSTRATE SHALL BE NET SATURATED SURFACE DRY WITH NO STANDING WATER. S. BONDING AGENT SHALL BE APPLICATION OF A SCRUB GOAT OF THE REPAIR MATERIAL INTO THE SUBSTRATE, FOLLOWED IMMEDIATE BY APPLICATION OF THE PATCHING MATERIALS. 1. APPLY PATCHING MATERIAL A5 PER MANUFACTURER RECOMMENDATION INLAYERS A5 REQUIRED TO ACHIEVE COVER SHOWN. 10. MATCH THE EXISTING COLOR AND TEXTURE, TYPICAL. EXISTING SOUND EDGE OF SAW GUT LIMESTONE PANEL AREA, TYPICAL SECTION PATCH MATERIAL ELEVATION LINE OR EDGE OF SPALLED/ DELIMINATED AREA TYPICAL LIMESTONE REPAIR DETAIL SCALE:1 1/2" = 1'-O" KEY PLAN SCALE: N.T.S. It Is a violation of the New York State Education Law, Article 145 Sec. 7209, for any person unless he is acting under the direction of a licensed professional Architect, Engineer or Land Surveyor to alter an item in any way. If an item bearing the seal of an Architect, Engineer or Land Surveyor Is altered, the altering Architect, Engineer or Land Surveyor shall affix to the item ria seal and the notation 'altered by followed by his signature and the date of such alteration, and a specific description of the alteration PROJECT NORTH CONSULTANT W U ¢~ DC W 161 HO PLAZA ITHACA, NY 14853 CLIENT PROJ. NO: 10902 Z- PROJECT NUMBER 319-18- 010 The Contractor shall verify all dimensions and notify the Architect in writing of any discrepancies. All drawings and specifications are the property of the Architect and shall be used only on the job designated. MARK DATE DESCRIPTION DRAWN DKA CHECKED DKA DATE 04/24/2019 SCALE AS NOTED SHEET TITLE ELEVATIONS SI-EET NUMBER A-204 SHEET 15 OF REMOVE PAVERS, RAILINGS AND ROOFING SYSTEM DOWN TO CONCRETE DECK 14-0" 16-0" REMOVE GRANITE 'TREADS, RAILINGS AND CONCRL 1 t STRINGER PAVERS REMOVE ROOFING SYSTEV DOWN TO SLOPED CONCRETE FILL REMOVE GRANITE TRE.ADS, RAILINGS AND ROOFING SYSTEM DOWN TO CONCRETE NORTH CHEEK WALL REMOVE PAVERS AND ROOFING SYSTEM DOWN TO SLOPED CONCRETE FILL 5 1/8":12" (E)RD 14-0" 7-01" T– TT 1— • 1 H 1-1 r-1 REMOVE GRANITE TREADS, RAILINGS AND CONCRETE STRINGER i 1 +502-3-1/2" GRADE EXISTING -REMOVALS STAIR PLAN SCALE: 114W = 11- Ow REMOVE PAVERS AND ROOFING SYSTEM DOWN TO CONCRETE DECK REMOVE 4 SALVAGE GRANITE TREADS FOR REUSE. REMOVE CONCRETE STAIR STRINGERS AND FLASHING. 147 41' 1 11 1 1 I. I I 1 1 1 I 1 1 I 1 1 1 1 •C • REMOVE GRANITE / PANELS =IMMO 11•••1M PAVERS 4•1111110 MON 7 7 7-7 -77.71 1 I 1 I J 1-- 7 - +8 -7'---1/2" PAVERS REMOVE OfZANTE PANELS --7 5 > 1/8":12" —J (E)RD REMOVE MECHANICAL EXHAUST FAN UNIT AND DUCTWORK BELOW LANDING SOUTH CHEEK WALL REMOVE PAVERS AND ROOFING SYSTEM DOWN TO SLOPED CONCRETE FILL. 9 EXISTING BUILT-IN f rR REMOVE 4 SALVAGE GRANITE TREADS FOR REUSE. REMOVE RAILING, TYPICAL REMOVE EXHAUST FAN UNIT __I__ _11_ -77'__J EXISTING CONCRETE SLAB REMOVE LIMESTONE FASCIA PANEL, TYPICAL AROUND CONCRETE STRINGER REMOVALS _IL LIMESTONE FASCIA PANELS TO REMAIN (NOT SHOWN) TOG 8167"-6" 46, TOC 812"-ci" TERRACE LEVEL `11F 811"-2-1/2" 4MID LEVEL LANDING 815-cl-1/2" REMOVE METAL WALL PANELS (NOT SHOWN) 46 LOWER. LANDING 805°-11-1/2" REMOVE LGG FLASHINGS TYPICAL, ALL SIDES REMOVE SECTION OF LAB -BETWEEN— STAIR STRINGERS. 9 REMOVE LCC FLASHINGS AND STONE PANEL, ALL SIDES EXISTING CONCRETE LANDING TO REMAIN EXISTING- REMOVALS STAIR SECTION REMOVE STONE PANEL, MORTAR AND FLASHINGS, TYPICAL [ALTERNATE #1] SCALE: 114' = T -O" GTORL,' TREA tiDp t $T, MATE t'g1 FAXS1C141 11:ei to (2,14C COAT ED CoPPER„ LAF'' • • ,•„,4 Wt 'ALL ...:10147-. ,•• 4.1 tA,r2i.„to • t jt.."Avj RIM& re) rq - 5.. i„Ef,4140 47A yok -u.01 LAIT44-cbgAT 61.1%, . .KTo- . sx . 6FEE .rN, EXISTING STAIR DETAIL U SCALE: 1 1/2" = T -C" r*KIEASIE' hell sputa AC ITECTS 215 Wyomiig Street 110-Vittfortl-Veta Syracuse, NY 13204 Nisfoiti NY 14634 Tel (315) 488- 0377 To! (580 MO - Fax (315) 487• 5947 Fax info@bellandspina.com www.bellandspina.com It Is a violation of the New York State Education Law, Article 145 Sec. 7209, for any person unless he is acting under the direction of a licensed professional Architect, Engineer or Land Surveyor to alter an item in any way. If an item bearing the seal of an Architect Engineer or Land Surveyor Is altered, the altering Archttect, Engineer or Land Surveyor shall affix to the item ria seal and the notation 'altered by followed by his signature and the date of such alteration, and a specific description of the alteration PROJECT NORTH CONSULTANT Lii 0 < CC DC Lu 161 HO PLAZA ITHACA, NY 14853 CLIENT PROJ. NO: 10902 Z 0Nil PROJECT NUMBER 319- 18- 010 The Contractor shall verify all dimensions and notify the Architect in writing of any discrepancies. All drawings and specifications are the property of the Architect and shall be used only on the job designated. MARK DATE DESCRIPTION DRAWN DKA CHECKED DKA DATE 04/24/2019 SCALE AS NOTED SHEET TITLE EXISTING STAIR PLAN & SECTIONS SI-EET NUMBER A-301 SHEET OF ARCHITECTURAL PAVER. AND PEDESTAL SYSTEM, SEE L SERIES FOR / LAYOUT S. 4-0" TYP. 14-1" 15-11Y2" EDGE OF EXISTING SLAB, TYF'. GUARDRAIL SYSTEM WITH CONTINUOUS LED ILLUMINATED HANDRAIL ELEC. FEEDER POST FOR ILLUMINATED GUARDRAIL NORTHCHEEK NALL RD 14-0" 5 > 1/8":12" ELEC. FEEDER DUMMY POST EDGE OF EXISTING CONCRETE SLAB 5Y2" GRANITE TREADS ON STAINLESS STEEL SUPPORT PLATES ON CONCRETE STEPS STAIR #3 11-6" STAIR #2 rliFE,1a TREAD SUPPORT UNDER THIS TREAD ONL 3%2" GRANITE PANELS 11111M4023 • 0=2/0.501112361111 .12111.1110011661::=076:=1:1331110321=11:910.111=1110=20.13 60.0=01:=1:111:11112011 =1111.1112 011110V102111.921092 F.F. PAV OPEN GRANITE TREADS AND STAINLESS STEEL SUPPORT PLATES ON NEN STEEL STRINGER ARCHITECTURAL PAVER AND PEDESTAL SYSTEM --GUARDRAIL SYSTEM WITH CONTINUOUS LED ILLUMINATED HANDRAIL 9 • • •Tt 3Y2" GRANITE PANELS ON STAINLESS STEEL. SUPPORT PLATES LOUVERED SCREEN UNDER STAIRS, BOTH SIDES 5 > 1/8":12" GU 1 R TRENCH DRAIN ELEC. FEEDER POST FOR ILLUMINATED GUARDRAIL SOUTH CHEEK WALL NEN GRANITE TREADS TYPE Sa TREAD SUPPORT UNDER THIS TREAD ONLY - GRANITE TREADS ON NEN STEEL TREAD SUPPORT GUARDRAIL SYSTEM WITH CONTINUOUS LEP ILLUMINATED HANDRAIL 5-2" 1. = ot 3'-2" 6-0" 21-6' PROPOSED STAIR PLAN SCALE 1/4" = 1-0* Lf TERRACE LEVEL S1-7"-4" MID LEVEL LANDING 813"-10" Nc____4 LONER LANDING 8061-4" GRADE 802-4" TYPE NEIN CONCRETE STRINGER WALLS AND FOOTERS SEE L. -SERIES FOR FINISH GRAPE GUARD AND HANDRAIL SYSTEM STEEL STRINGER ZCC FASCIA AND DRIP EDGE PARTIAL SOUTH ELEVATION SCALE: 1/4P = T-0* TERRACE LEVEL` -r S11"-4" Ab TOG 41' 4 MID LEVEL LANDING 813-10" RAILING DIMENSION NP EDGE OF CONCRETE GUARDRAIL AND HANDRAIL SYSTEM GRANITE TREADS STEEL STRINGER, PONDER COATED TYPE NEN LIMESTONE BASE GRANITE PANE 5 FIXED LOUVERED PANELS FASTENED WITH TAMPER RESISTANT FASTENERS 'TYPE TYPE TYPE REMOVABLE L....._ LOUVERED PANELS DUMMY POST (NO SLEEVE) RAIL POST FOR ELECTRICAL FEED TO HANDRAIL COORDINATE 4ITH E -SERIES FOR LAYOUT 41-0" TYF. 5-0" 1'-7" 4-0" RAILING DIMENSION NIF EDGE OF CONCRETE 14/2" 2-0" 4-0" 2-0" 4" FIXED LOUVERED PANELS FASTENED WITH TAMPER IRESISTANT FASTENERS AHU UNIT UNDER LANDING 31/2" BOTH SIDES OF LANDING r4 4-0" TYPE TYPE 4-0" TYPE TYPE 4-4" TW. NOTE: 1. REFER TO L. -SERIES DRAWINGS FOR ADDITIONA PAVER LAYOUTS. 2. SEE A-305 FOR GRANITE PANEL SIZES; TYPE A 4 A.1 3. COORDINATE RAIL LAYOUTS WITH STONE AND PAVER SIZES, RAILING POSTS, ELECTRICAL CONDUIT AND ILLUMINATED HANDRAILING. NEN LIMESTONE FASCIA MATCH EXISTING L_ _J _J L_ _J TYPE 41-0" NEN LIMESTONE FASCIA, MATCH EXISTING 9 /'-4" • 5-0" GUARD AND HANDRAIL SYSTEM TYPE 0 11-0" / / NEW LIMESTONE BASE ±4" MAX TYPE 0 ginffsmunienumminism 1 mENEENNEEEEHni..;11111 3" 4-0" TYP. IPI 9TOC 812"-ct" SIGN INTENT 15 CENTER OF POST ON CENTER OF GRANITE PANEL [ALTERNATE TYP, TYP. STAIR SECTION NEW PAVER 4 PEDESTAL SYSTEM OVER NEN ROOF ASSEMBLY SCALE: 1/4' = T-0" TIN -ZINC. COATED COPPER FLASHING PARTIAL WEST ELEVATION SCALE 1/4" = T-0" ELECTRIC FEED POST, SEE DETAIL 3/A-30 A \—TIN -ZINC. COATED COPPER FLASHIN' L i111 UNDERPLATE AT PANEL JOINTS. ELECTRIC FEED POST, SEE DETAIL 3/A-306 GRANITE CAP 4TERRACE LEVEL 51-7"-4" /6, MID LEVE N.815"-10" LANDING 4 LONER LANDING 806"-4" At GRADE \IF 802-4" NEN CONCRETE STRINGER WALLS l'-0" WEST STAIR SECTION SCALE: 1/4" = T-0" SLOPED CONCRETE WASH BELOW STAIRS TO INEEP HOLES Ati, LONER LANDING 4.506"-4" AN GRADE f302'-4" hell spa AC ITECTS 215 Wyomng Street TIO -C Fittatersl-Vetsq4 Syracuse, NY 13204 Wad, NY 14534 Tel (315) 488 - 0377 Td (85) Fax (3) 037 - S47 Fax (n) 487. info@bellandspina.com www.bellandspina.com It is a violation of the New York State Education Law, Article 145 Sec. 7209, for any person unless he Is acting under the direction of a licensed professional Architect Engineer or Land Surveyor to alter an item in any way. If an item bearing the seal of an Architect Engineer or Land Surveyor is altered, the altering Archttect, Engineer or Land Surveyor shall affix to the item lis seal and the notation 'ettered by' followed by hls signature and the date of such alteration, and a specific description of the alteration. PROJECT NORTH CONSULTANT TERRACE RENEWAL FOR: OLIN LIBRARY 161 HO PLAZA ITHACA, NY 14853 CLIENT PROJ. NO: 10902 PROJECT NUMBER 319-18-010 The Contractor shall verify all dimensions and notify the Architect in writing of any discrepancies. All drawings and speoifloations are the property of the Architect and Mad be used only on the job designated. MARK DATE DESCRIPTION DRAWN DJS CHECKED DKA DATE 04/24/2019 SCALE AS NOTED SHEET TITLE PROPOSED STAIR PLAN & ELEVATIONS SHEET NUMBER A— 302 SHEET 17 OF S4 HANDRAIL SYSTEM GUARDRAIL SYSTEM hell spina AC-ITiCTS 215 Wyomiig Street 110-01'ittfortl-Yetor Syracuse, NY 13204 Ritsfori, NY 14534 Tel (315) 488. 0377 Tel ON MO - Fax (315) 487 - 5947 Fax ( *..: 481 - info@bellandspina.cam www.bellandspina.com GRANITE TREAD GUARDRAIL SYSTEM SEALANT AND BACKER ROD, TYPICAL SEALANT 4 BACKER ROD, TYPICAL 3 SIDES. 5" STAINLESS STEEL TREAD SUPPORT WITH WELDED END GAP. GRIND SMOOTH. RUBBER SHIMS. 16"X12" HS5 GALV. STRINGER, POWDER COAT GALV. BENT TREAD SUPPORT PLATE, WELDED TO STRINGER. 8" STAINLESS STEEL END PLATE, WELD TO TREAD SUPPORT AND GRIND SMOOTH, POWDER GOAT 5" STAINLESS STEEL CONT. BENT PLATE TREAD SUPPORT. BOLT TO STRINGER PLATE WITH STAINLESS STEEL BOLTS. POWDER GOAT FINISH GRANITE STAIR TREAD SET SCREW --2""2"x5/15" GUARDRAIL POST 1%2"x5"x5"x3/6" 5.5. STEEL ESCUTCHEON 2„x2"x5/16„ GUARDRAIL POST It Is a violation of the New York State Education Law, Article 145 Sec. 7209, for any person unless he is acting under the direction of a licensed professional Architect, Engineer or Land Surveyor to alter an item in any way. If an item bearing the seal of an Architect, Engineer or Land Surveyor Is altered, the altering Architect, Engineer or Land Surveyor shall affix to the item ria seal and the notation 'altered by followed by his signature and the date of such alteration, and a specific description of the alteration SET SCREW —5.5. BENT PLATE 11/2"x5"x5"x5/i6" 5.5. STEEL ESCUTCHEON PROJECT NORTH 5.5. GAP PLATE 16"X12" H55 GALV. STRINGER, POWDER COATED RUBBER SHIMS AT RAMP STAIR TREAD AXONMETRIC ESCUTCHEON PLATE DETAIL SCALE: 3" = T-0" 2"x3"x"x%8" S.S. CLIP ANGLE, 3" LONG, MECHANICALLY FASTENED TO PLATE 2"X%Q," THICK 5.5. CONTINUOUS METAL STRAPPING, TYP. STAINLESS STEEL POST BASE WELDED TO PLATE, WHERE OCCURS IN THE RAILING CAP PLATE TYPE 1 TYPE 2 TYPE 3 TYPE 4 11" 5/5" STAINLESS STEEL BENT PLATE 5/5" STAINLESS STEEL BENT PLATE 5/5" STAINLESS STEEL BENT PLATE REMOVABLE Y2" STAINLESS STEEL DOWEL, 2" LONG, AT EVERY 2'-0" O.G. Y2" STAINLESS STEEL DOWEL, 2" LONG, WELDED TO PLATE EVERY 2`-O" O.G. 5/e," STAINLESS STEEL PLATE TYPE 3 Y2" STAINLESS STEEL DOWEL, 2" LONG, AT EVERY 2'-0" O.G. TYPE 4 Y2" STAINLESS STEEL DOWEL, 2" LONG, AT EVERY 2'-0" O.G. TYPE 1 5/5" GALVANIZED BENT PLATE, 12" LONG, SEE STRUCTURAL DRAWINGS TYPE 2 5/s" STAINLESS STEEL SENT PLATE 7/5" STAINLESS STEEL BENT PLATE TYPE 1a = SAME AS TYPE 1 BENT PLATE WITHOUT THE 5/5" GALVANIZED SUPPORT PLATE. BOLT TO STAIR SADDLE PLATE TYPE 3a GENERAL NOTE: 1. AT TYPE 1 SUPPORT - PROVIDE 5/5" 5.5 GAP PLATE . 2. AT TYPE 1 SUPPORT - DESIGN INTENT 15 FOR DOWELS TO BE SECURED AND REMOVABLE FROM THE UNDERSIDE OF THE TYPE 1 TREAD SUPPORTS. 3. ALL SUPPORT PLATES - EXPOSED SURFACES (TOP, SIDE OR BOTTOM) SHALL BE POWERED COATED 1/2" STAINLESS STEEL DOWEL, 2" LONG, AT EVERY 2'-0" O.G. TYPE 4A Y2" STAINLESS STEEL DOWEL, 2" LONG, AT EVERY 2'-0" O.G. CONSULTANT W U ¢~ DC W 161 HO PLAZA ITHACA, NY 14853 CLIENT PROJ. NO: 10902 Z- PROJECT NUMBER 319-18- 010 The Contractor shall verify all dimensions and notify the Architect in writing of any discrepancies. All drawings and specifications are the property of the Architect and shall be used only on the job designated. MARK DATE DESCRIPTION DRAWN DJS CHECKED DKA DATE 04/24/2019 SCALE AS NOTED SHEET TITLE 7/5" STAINLESS STEEL BENT PLATE m STAIR TREAD AND PANEL SUPPORT TYPES SCALE: N.T.S. TYPE 3b Y2" STAINLESS STEEL DOWEL, 2" LONG, AT EVERY 2'-0" O.G. TYPICAL STAIR SECTION AND STEEL SUPPORT DETAILS SI-EET NUMBER A-303 SHEET 18 OF 0 REMOVE GRANITE TREADS, RAILINGS AND ROOFING SYSTEM DOIAN TO CONCRETE +511-2-1/2" TOP OF TERRACE PAVERS 4' 0" / Tr -2" 4'-0" LLL LLL REMOVE GRANITE PAVERS EXISTING RAISED PODIUM PLAN SCALE: 3/16 =T -Cr Ak RAISED PODIUM LEVEL 4'514:r-5-1/2" Ah, TERRACE LEVEL \FEAT -2-1/2" $TOO S*16"-5" 4'-10" • - 1-- -, , .,---- , , , , IRO It — 7" — 7 — -4:j -I r ---- — — — --i — — — -1RD r— — "•-•- — — -7— — -I ]---- .t.-- — -7- — t- — 7- i Rit7 -H . , : - .1 - - - 1+- ---Ift ---771-777-Htl ---E- -1.-- ---1--- -HI- t--' -77 -777:---t1H-- ---- 1H-------------- = 77- - ----1---H1--- -14--- ---4-4-- 7-777— tj--"--- t - 1-+ H.---iti--777-77 - -1-1' - - -1F--- ---f--- --- lt----7-- '''-' -71-1.---" —I - ---- -1-[--1---„ -4,A-- -1-----I---H-- „_:_-----_-_....J,--1---1„------1-1-------- I-----1--, --1-----d-----1---1-------L-2-.=--- ---11---------1---------1---;L„---11-1„----.:„.:-L-----1- ---1-------1 --„-H-„----.--„-_„_=---'L„k'r---- -- , LJJ .--.1_-___). _ j:___ I._ ----J j - L- -.J---... --J- ---- IL- — ! " ..., -------. I----- J.---- ---. ---L- " ------ ' ---- I----- -------- ---- ------- J--- -..... ----- I----- i------------ " ----J-1-. +S cv-a-i/ 'i' TOP OF PODIUM' PAVERS I.. , IIIIIIIIIr I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 OUTLINE OF CONCRETE 1:14ALL 151..olAt OUTLINE OF CONCRETE BLOCK KAU- E3ELC*1 • r 7--i r I ! 1 1 H LJ L E 1 JRP L REMOVE PAVERS, RAILINGS ANC' ROOFfNG SYSTEM 1:)0IAIN TO CONCRETE DECK REMOVE STONE BENCHES, STONE SUPPORTS AM:, CONCRETE BASES 'TYPICAL -1 !r." ..-- 1 r ! ir ---1-i: H .1. ' „1:•11 ' 1 11. •• 11 •••••-i•••••1j l'! 1 .11 1 „1„. LI- „1„ „1„ 1.1! '1 „I 1 „1„1: 9 REMOVE GRANITE TREADS, RAILINGS AND ROOFING SYSTEM DOIAIN TO CONCRETE +517-2-1/2" TOP OF TERRACE PAVERS EXISTING DUCT OPENINGS IN CONCRETE DECK REMOV GRANITE PAVERS "T1— —rr — 3 REMOVE RAILING REMOVE STONE BENCHES REMOVE PAVERS AND ROOF SYSTEM 11111111111 11111111111 1 r•-• EXISTING RAISED PODIUM SECTION SCALE: 3/16" hell sputa AK-IT=CTS 215 Wyomiig Street 110-C Syracuse, NY 13204 Ritsfoiti NY 1034 Tel (315) 488- 0377 Tel (585) MO - Fax (315) 487- 5947 Fax 481' • info@bellandspina.com www.bellandspina.com It Is a violation of the New York State Education Law, Article 145 Sec. 7209, for any person unless he is acting under the direction of a licensed professional Architect, Engineer or Land Surveyor to alter an item in any way. If an item bearing the seal of an Architect Engineer or Land Surveyor Is altered, the altering Archttect, Engineer or Land Surveyor shall affix to the item ria seal and the notation 'altered by followed by his signature and the date of auch alteration, and a specific description of the alteration PROJECT NORTH CONSULTANT LLI < CC DC Lu 161 HO PLAZA ITHACA, NY 14853 CLIENT PROJ. NO: 10902 0Nil PROJECT NUMBER 319- 18- 010 The Contractor shall verify all dimensions and notify the Architect in writing of any discrepancies. All drawings and specifications are the property of the Architect and shall be used only on the job designated. MARK DATE DESCRIPTION DRAWN DKA CHECKED DKA DATE 04/24/2019 SCALE AS NOTED SHEET TITLE EXISTING RAISED PODIUM PLAN & SECTION SI-EET NUMBER A-304 SHEET OF 4-0" 4T @ 1'-0" 4'-4" 4'-4" TYP. R 0 BENCH BENCH ( BENCH II ( 13'- 1 ARCH Il REFER ECTURAL PAVER ii PEDESTAL SYSTEM TO 1--5 1E5 DRAWINGS FOR LAYOUT +81T-5" TOP OF TERRACE PAVERS —SY" GRANITE I PANELS -ON STAINLESS STEEL SUPPORT PLATE RAISED =QDIUM +819'-10' TQC' OF PODIUM PAVERS 31/2" ` 61 1Nl PANELS >ON STAINLESS `,;:STEEL SUPPORT iv'LATES 9 04) S 1'-0" C 5T STONE TYPICAL. SITTING BENCH Zsa 5Y2" GRANITE TREADS ON STAINLESS STEEL SUPPORT PLATES ON CONCRETE STEPS PROPOSED RAISED PODIUM PLAN % SCALE: 3/16" = 1'-0" BENIGN Il BENCH BENCH 9 A 1'-0" 9 A.1 1'-0" 9 v- 1'-0" 1`_3•• B 2-3" GRANITE PANEL TYPES 0 d 2-0" 0 V-3" 1'-0» D 2'-3" SCALE N.T.S Alb RAISED PODIUM LEVEL. 819"-10" ATERRACE LEVEL 817"-4" GUARDRAIL SYSTEM, TYPE A MAXIMUM VERTICAL HEIGHT. BUILD-UP ROOF THICKNESS AROUND PODIUM AS NECESSARY TO ACHIEVE T1-115 HEIGHT PARTIAL SOUTH ELEVATION SCALE: 3/16" = T-0" ZING -TIN COATED COPPER WALL PANELS RAILING DIMENSION iMP EDGE OF CONCRETE EXISTING LIMESTONE FASCIA. 5EE A201 FOR REPAIRS ZINC -TIN COATED �+ ZINC -TIN COATED COPPER WALL PANELS NON -ILLUMINATED HANDRAIL (,1'-0" 4'-4" NON -ILLUMINATED HANDRAIL 0" GUARDRAIL SYSTEM, TYPE A PAVER 4 PEDESTAL SYSTEM OVER ROOF SYSTEM 1'-0" PAVER 4 PEDESTAL SYSTEM OVER ROOFING SYSTEM CAST -IN-PLACE CONCRETE SLOPED SLAB OVER GEOFOAM FILL INFILL RAISED PODIUM LEVEL 819"-10" T.O.G. Nir 819"_0" $TERRACE LEVEL q 817"-4" T.O.0 81b"-6" 4h PROPOSEDRAISED PODIUM SECTION / SCALE: 3/16"1- 0 11•10•111/0•101111 00•111/0•111/00 OIMMOINOMMIO 18"x36" PAVERS ON ADJUSTABLE PEDESTAL BASES EXISTING LIMESTONE PANEL 4" GONG. SLAB, SEE STRUCTURAL DRAWINGS FOR REINFORCING co 0 M EXISTING LIMESTONE FASCIA. SEE A201 FOR REPAIRS PARTIAL WEST ELEVATION AT PODIUM SCALE: 3/16" = 1'-0" PODIUM CROSS SECTION SCALE: 3/16" = 1'-0" CROSS SECTION AT RAMP SCALE: 1/4" = 1'-0" hell spina ASC IT=CTS 215 Wyomiig Street 1 C t Y 10 Syracuse, NY 13204 Ritsfoiti, NY 14534 Tel (315) 488. 0377 Tel () MO - Fax (315) 487 - 5947 Fax ( *..: 437 - info@bellandspina.com www.bellandspina.com It Is a violation of the New York State Education Law, Article 145 Sec. 7209, for any person unless he is acting under the direction of a licensed professional Architect, Engineer or Land Surveyor to alter an item in any way. If an item bearing the seal of an Architect, Engineer or Land Surveyor Is altered, the altering Architect, Engineer or Land Surveyor shall affix to the item ria seal and the notation 'altered by followed by his signature and the date of such alteration, and a specific description of the alteration PROJECT NORTH CONSULTANT W U ¢~ DC W 161 HO PLAZA ITHACA, NY 14853 CLIENT PROJ. NO: 10902 Z- 0 PROJECT NUMBER 319-18- 010 The Contractor shall verify all dimensions and notify the Architect in writing of any discrepancies. All drawings and specifications are the property of the Architect and shall be used only on the job designated. MARK DATE DESCRIPTION DRAWN DJS CHECKED DKA DATE 04/24/2019 SCALE AS NOTED SHEET TITLE PROPOSED RAISED PODIUM SI-EET NUMBER A-305 SHEET 20 OF TYPICAL NOTES: 1. PROVIDE COMPLETE GUARD AND HANDRAIL SYSTEM. NOT ALL CONDITIONS AND DETAILS MAY BE SHOWN. 2. REFER TO SPECIFICATIONS FOR 'TYPE AND GRADE OF STEEL. 3. AFTER FABRICATION, HOT DIP GALVANIZE AND PONDER COAT RAILINGS. DO NOT GALVANIZE STAINLESS STEEL FABRICATIONS. 4. ALL CONNECTIONS SHALL BE SHOP WELDED AND GROUND SMOOTH. DO NOT FIELD WELD GALVANIZED STEEL FABRICATIONS UNLESS NOTED ON APPROVED SHOP DRAWINGS. 5. SPLICES ARE TO BE INDICATED AND COORDINATED ON THE SHOP DRAWINGS. S. EJ (EXPANSION JOINTS) ARE SHOWN ON THE PLANS AND TO NOT EXCEED 35-0. 7. ALL FASTENERS AND ATTACHMENTS ARE SERIES 316 STAINLESS STEEL. TOP RAIL. 2"X3/4" CONTINUOUS BAR STOCK, 'TYPICAL (ROOF SIDE) TOP RAIL 2"X3/4" CONTINUOUS BAR STOCK, TYPICAL COUNTERSUNK POST FASTENERS S.S. POST BASE AND 1"XlY2" SOLID SLEEVE t - 1"X1/2" VERT. BAR PICKET (WALKING SIDE) 2"X3/4" BAR BOTTOM RAL 1- 3A SECTION 2"X3/4" VERT. BAR PICKET (WALKING SIDE) 2"X3/4" BAR BOTTOM RAIL 3B SECTION SPLICE 2"X3/4" TOP RAIL WELDED TO PLATE FASTEN TOP RAIL WITH COUNTERSUNK S.S. FASTENER INTO PLATE 2"X2"X3/16" PLATE WELDED TO POST, GRIND ALL WELDS SMOOTH AND PONDER C0AT-- EXPANSION DETAIL TYPICAL RAILING EXPANSION JOINT & SPLICE DETAIL -------2"X3/4" CONTINUOUS TOP RAIL, MECHANICALLY ATTACHED TO PLATE SPLICE DETAIL SCALE: 3 = T-0" 1y2" O.D. MIN. HANDRAIL SYSTEM WITH INTEGRATED LED LIGHTING AND t -o" HANDRAIL BRACKET 4" 4" 4" —PRE -DRILLED AND TAPPED STAINLESS STEEL FASTENERS COUNTERSUNK POST FASTENER 771 rT-T1 4-0" TYP. 3C ELEVATION --PRE-DRILLED AND TAPPED STAINLESS STEEL FASTENERS COUNTERSUNK POST FASTENER MTL. CONDUIT, SEE E -SERIES DRAWINGS 771 3D ELEVATION UNLESS NOTED OTHERWISE ON THE FLAN —HANDRAIL (WHERE SHOWN ON PLAN) 1"X11/2" 5.5. SLEEVE / --PRE-DRILLED AND TAPPED STAINLESS STEEL FASTENERS NON -SUPPORTING (NO SLEEVE) RAIL POST FOR ELECTRICAL FEED TO HANDRAIL COORDINATE WITH E -SERIES FOR LAYOUT MTL. CONDUIT, SEE E -SERIES DRAWINGS FINISH WALKWAY SURFACE T.O. CONCRETE DECK 3E ELEVATION 2"X2"X5/16" TUBE POSTS 1"X f/2" 5.5. SLEEVE 5"X2"Xe," TUBE POST 4" 4" 1/2"X1" BAR, INTERMEDIATE VERTICAL PICKET RAILING TYPE B PLAN, SECTION AND ELEVATION SCALE: 3 = T—O" 2"X3/4" BAR, VERTICAL PICKET 2"X2X546," TUBE POSTS MTL. CONDUIT, SEE E -SERIES DRAWINGS ELECTRIC FEEDER POST DUMMY ELECTRIC FEEDER POST POST BASE NOTES: 1. EPDXY ANCHOR BOLT NOTE: MINIMUM 1000LBS ALLOWABLE TENSILE CAPACITY INTO CONCRETE. 2. ADJUST SLEEVE LOCATION ON THE PLATE AS NECESSARY FOR FIELD CONDITIONS. 3/8"CO DIAMETER EPDXY E3OLT, 4-1/2" EMBEDMENT, TYP. 1"X1Y2" 5.5. SLEEVE STAINLESS STEEL PLATE 6" 1"XlY2" S.S. SLEEVE mem A& on. 1110111 TYPICAL RAILING POST BASE DETAIL SCALE 1 1/2" = T-0" TOP RAIL 2"x3/4" CONTINUOUS BAR STOCK, TYPICAL • (ROOF SIDE) 1/2"X1" STIFFENER BAR (WALKING SIDE) COUNTERSUNK POST FASTENER BOTTOM RAIL 2"X3/4° CONTINUOUS BAR STOCK, TYPICAL 1/2"X1" STIFFENER BAR / 5.5. POST BASE AND 1"X11/2" SOLID SLEEVE r- 4A SECTION TOP RAIL 2"X3/4" CONTINUOUS SAR STOCK, TYPICAL • (ROOF SIDE) 1/4" STAINLESS STEEL 5"XS"X1/2" 2Y4" SEE P 1"xlY2" 5.5. SLEEVE CONTRACTOR OPTION - FIELD WELD STAIR TREAD PLATE, SEE SHEETS A-502 AND A-505 FOR LOCATIONS STAIR TREAD DETAIL fj2n • • —Y2"X1" STIFFENER BAR 1%2" O.R. MIN. HANDRAIL SYSTEM WITH INTEGRATED LED LIGHTING AND HANDRAIL BRACKET (WALKING SIDE) COUNTERSUNK POST FASTENER BOTTOM RAIL 2"X3/4" CONTINUOUS BAR STOCK, TYPICAL 1/2"X1" STIFFENER BAR STAINLESS STEEL POST BASE AND 1"X1Y2" SOLID SLEEVE uu 4B SECTION 4-4" TYP. uu PRE -DRILLED AND TAPPED STAINLESS STEEL FASTENERS COUNTERSUNK POST FASTENER FINISH WALKWAY SURFACE T.O. CONC. DECK 4C ELEVATION UNLESS NOTED OTHERWISE ON THE PLAN RAILING TYPE A PLAN SECTIONS AND ELEVATIONS HANDRAIL (1A1HERE SHOWN ON PLAN) 1"X11/2" SLEEVE 2"X2"X5/is" TUBE POSTS SCALE 3" = T-0" 215 Wyoming Street MC ,,,0x1-V10ter 111 Syracuse, NY 13204 F4Wo tY 14634 Tel (315) 488 - 0317 Th 200 - Fax (315) 487 - 5947 Fa .41 401 •.; info@bellandspina.com www.bellandspina.com It is a violation of the New York State Education Law, Article 145 Sec. 7209, for any person unless he is acting under the direction of a licensed professional Architect, Engineer or Land Surveyor to alter an item in any way. If an item bearing the seal of an Architect, Engineer or Land Surveyor is altered, the altering Architect, 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 PROJECT NORTH CONSULTANT SHEET TITLE GUARDRAIL AND HANDRAIL PLAN, SECTIONS AND DETAILS SHEET NUMBER A-306 SHEET OF )LIN LIBRARY 1 HO PLAZA MCA, NY 14853 IENT PROJ. NO: 10902 PROJECT NUMBER 319-18-010 The Contractor shall verify all dimensions and notify the Architect ki writing of any cfiscrepancies. All drawings and specifications are the property of the Architect and shall be used only on the Job designated MARK DATE DESCRIPTION DRAWN DJS CHECKED DKA DATE 04/24/2019 SCALE AS NOTED SHEET TITLE GUARDRAIL AND HANDRAIL PLAN, SECTIONS AND DETAILS SHEET NUMBER A-306 SHEET OF TYPE A GRANITE TREADS ROUTE OUT BOTTOM OF TREAD TO ACCEPT NUT AND WASHER 1/2"x2" S.S. DOI4E1_, TYP. STAIR TREAD SUPPORT, TYPE 1, PONDER COATED STAIR TREAD SUPf7ORT,TYF'E 1A SEE 5—SERIES DRAWINGS FOR SADDLE DETAIL TN—ZINC COATED COPPER FLASHING STAIR DETAIL AT LOWER LANDING SCALE: 1 1/2" = T-0" RUBBER SH IMS STAIR TREAD SUPPORT, TYPE 1, POWDER COATED TYPE A GRANITE TREAD TYPE A GRANITE PANEL RUBBER SHIMS GRAN ITE F'ANEL SUPPORT TYPE 2 STAIR DETAIL AT MID LEVEL LANDING SCALE: 1 1/2" = T-0" TYPE A GRANITE PANEL— STEEL STAIR STRINGER BEYOND. SEE 5—SERIES DRAWINGS POST ESCUTCHEON SEE DETAIL 4/A-303 3" THICK LIMESTONE PANEL TO MATCH EXISTING STAIR DETAIL AT MID LEVEL LANDING SCALE 1 1/2" = T-0" PAVERS SEE A-500 SERIES DRAWINGS FOR ROOF ASSEMBLY' DETAILS LONG GALVANIZED SENT PLATE, SEE S—SERIES DRAWINGS ---- CHAMFER EXISTING SLAB A5 REQUIRED TO INSTALL BENT PLATE TYPE A GRANITE TREADS RUBBER SHIMS STAIR TREAD SUPPORT, TYPE 3, PONDER COATED SEE A-500 SERIES DRAWINGS FOR ROOF ASSEMBLY DETAILS -- STAIR DETAIL AT MID LEVEL LANDING SCALE:1 1/2" = 1-0" EXISTING CONCRETE STRINGER S.S. CLIP, 3" LONG, 3 PER SUPPORT PLATE. FASTENED INTO CONCRETE WITH STAINLESS STEEL TAPGON FASTENERS hell sputa AC ITECTS 215 Wyomiig Street 110-0 Syracuse, NY 13204 Nitsfori NY 14534 Tel (315) 488- 0377 Ts! (535) MO - Fax (315) 487- 5947 Fax - info@bellandspina.com www.bellandspina.com TYPE A GRANITE TREADS STAIR TREAD SUPPORT, TYPE 3, PONDER COATED— RUBBER SH IMS --TYPE A GRANITE PANEL -- RUBBER SHIMS GRANITE PANEL SUPPORT, TYPE 2 STAIR DETAIL AT TERRACE LEVEL SCALE: 1 1/2" = 1-0" SEE A-500 SERIES DRAWINGS FOR ROOF ASSEMBLY DETAILS BUTYL TAPE 5.5. CLIP, 3" LONG, 3 PER SUPPORT PLATE. FASTENED INTO CONCRETE WITH STAINLESS STEEL TAPGON FASTENERS TYPE A GRANITE PAVER S.S. PLATE, TYPE 2 RUBBER SHIMS SEE A-500 SERIES DRAWINGS FOR ROOF ASSEMBLY DETAILS GRANITE TO PAVERS TRANSITION SCALE:1 1/2" MI 1'-0" PAVER SYSTEM RUBBER SHIMS TYPE B GRANITE PANEL TYPE 1 PANEL SUPPORT TYPE A GRAN ITE PANEL SEE A-500 SERIES DRAWINGS FOR ROOF ASSEMBLY DETAILS r1 RAMP DETAIL AT RAISED PODIUM LEVEL SCALE:1 1/21 = T-0" PAVER AND ADJUSTABLE PEDESTAL 4" CONCRETE SLAB, SEE STRUCTURAL DRAWINGS FOR ADDITIONAL. INFORMATION 6E0FOAM TYPE D GRANITE PANEL PAVER AND ADJUSTABLE PEDESTAL RUBBER SH IM 4" CONCRETE SLAB, SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION GEOFOAM FILL RAMP DETAIL AT TERRACE LEVEL SCALE:1 1/2" = I-0" Y2" DIA. 5.5. EPDXY ANCHORS (EMBEDMENT 2"). 5.5. MASONRY ANCHOR TIN—COATED COPPER. FLASHING (04- LOWER LANDING ROOF EDGE SCALE: 1 1/2" = 1-0" PAVER PEDESTAL BASE TIN—ZING COATED COPPER FLASH ING GRANITE GAP LIMESTONE PANEL 5.5. STONE ANCHOR STONE PANEL DETAIL SCALE:1 1/2" = 1'-0" Y2" PROTECTION BOARD 5.5. NIPPLE GAP 5.5. DOWEL 5/5" COLLAR JOINT 6" CMU, GROUTED sour, • 7/8 1 —1 /2" WEEP HOLES 00 STAIR DETAIL AT WEST STAIR SCALE 1 1/2" = 1-0" STAINLESS STEEL FABRIC FLASHING PANS OVER STEPPED STRINGER WALL. EXTEND DOWN FACE OF WALL STAIR TREAD SUPPORT, TYPE 3 TYPE A GRANITE TREADS 1/2"x2" 5.5. DOWEL WELDED TO TREAD SUPPORT, TYP. RUBBER SHIMS STAIR TREAD SUPPORT, TYPE 3A FLEXIBLE STAINLESS STEEL FLASHING ASPHALT PAVEMENT — SEE L—SERIES PRE—COMPRESSED EXPANSION JOINT BETWEEN SLAB AND WALKWAY 2"x2"xYz5" CONTINUOUS 5.5. ANGLE BALLAST Y2" DIA. 5.5. EPDXY ANCHOR, 2" EMBEDMENT PAVER EDGE DETAIL SCALE 1 1/2" = T-0" LIQUID RESIN FLASHING RUBBER SHIM PAVERS SEE A-500 SERIES DRAWINGS FOR ROOF ASSEMBLY DETAILS It Is a violation of the New York State Education Law, Article 145 Sec. 7209, for any person unless he is acting under the direction of a licensed professional Architect, Engineer or Land Surveyor to alter an item in any way. If an item bearing the seal of an Architect Engineer or Land Surveyor Is altered, the altering Archttect, Engineer or Land Surveyor shall affix to the item ria seal and the notation 'altered by followed by his signature and the date of such alteration, and a specific description of the alteration PROJECT NORTH CONSULTANT LLI 4:C CC DC Lu 161 HO PLAZA ITHACA, NY 14853 CLIENT PROJ. NO: 10902 0Nil PROJECT NUMBER 319- 18- 010 The Contractor shall verify all dimensions end notify the Architect in writing of any discrepancies. All drawings and specifications are the property of the Architect and shall be used only on the job designated. MARK DATE DESCRIPTION DRAWN DKA CHECKED DKA DATE 04/24/2019 SCALE AS NOTED SHEET TITLE STAIR AND RAMP DETAIL SI-EET NUMBER A-307 SHEET 22 OF EXISTING VAPOR RETARDER TO REMAIN REMOVE EXISTING ROOF ASSEMBLY DOWN TO METAL ROOF DECK REMOVALS 2' 3" EXISTING PAINTED WOOD WINDOW SILL TO REMAIN REMOVE EXISTING ROOF ASSEMBLY DOWN TO VAPOR RETARDER EXISTING VAPOR RETARDER TO REMAIN EXISTING LEAD COATED COPPER THRU-WALL FLASHING TO REMAIN, TURN UP LEG TO RECEIVE WORK REMOVE EXISTING ROOF ASSEMBLY DOWN TO VAPOR RETARDER 0 EXISTING METAL ROOF DECK AND FIREPROOFING TO REMAIN o0 I.) �o 0 4 o Off._.. �� EXISTING CONCRETE FILL TO REMAIN EXISTING VAPOR RETARDER TO REMAIN FLOOD GOAT AND GRAVEL SURFACING MODIFIED BITUMEN CAP PLY MODIFIED BITUMEN BASE PLY— Y2" COVER BOARD 21/2" POLYISOGYANURATE INSULATION ------- PROPOSED EXISTING CONCRETE DECK TO REMAIN WOOD FIBER GANT 2" POLYISOGYANURATE INSULATION VAPOR RETARDER • EXISTING CONCRETE FILL TO REMAIN EXISTING GONGRETE DECK TO REMAIN 1/2" UNDERLAYMENT BOARD MECHANICALLY ATTACH. 8 FASTENERS PER 4X8' SHEET PATCH AND MATCH FIREPROOFING AT EXISTING AND NEW FASTENERS EXISTING CONCRETE DECK TO REMAIN EXISTING CONCRETE FILL TO REMAIN EXISTING CONCRETE DECK TO REMAIN COTERRACE ROOF AT WINDOW - REMOVAL DETAIL SCALE: 3" = T-0" ®DEPRESSED METAL ROOF DECK DETAILS SCALE: 3" = 1'-0" TERRACE ROOF EDGE REMOVAL DETAIL SCALE: 3" = 1'- 0" REMOVE PERIMETER EDGE METAL AND EXPANSION ANCHORS. REFER TO ELEVATIONS FOR FASCIA REPAIRS EXISTING LIMESTONE FASCIA TO REMAIN EXISTING WINDOW TO REMAIN PRE -FINISHED METAL GUARDRAIL POST. SEE DRAWING A-306 FOR TYPIGAL DETAILS BEND EXISTING LEAD COATED COPPER THRU-WALL FLASHING OUT OVER GEMENT BOARD AND LAP OVER TIN -ZING COATED COPPER FLASHING EXTENSION LIQUID RESIN FLASHING STAINLESS STEEL FLASHING MODIFIED BITUMEN BASE PLY MODIFIED BITUMEN GAP PLY Y2" COVER BOARD FLOOD GOAT AND GRAVEL SURFACING FLOOD GOAT AND GRAVEL SURFACING TAPERED WOOD FIBER STRIP MODIFIED BITUMEN GAP PLY MODIFIED BITUMEN BASE PLY Y2" COVER BOARD 2 Y2" POLYISOGYANURATE INSULATION VAPOR RETARDER ESCUTCHEON TRIM TYP. LIQUID RESIN FLASHING Y2" PROTECTION BOARD ADJUSTABLE PAVER SUPPORT PEDESTALS STAINLESS STEEL POST ANCHOR PAVER EXTENT OF VAPOR RETARDER FLOOD GOAT AND GRAVEL SURFACING 2 Y2" POLYISOGYANURATE INSULATION VAPOR RETARDER EXISTING CONCRETE FILL EXISTING CONCRETE DECK Y2" DIA. S.S. EPDXY ANCHORS (EMBEDMENT 2") EXISTING VAPOR RETARDER EXTENT OF VAPOR RETARDER EXISTING CONCRETE DECK (2) LAYERS OF Y2" GEMENT BOARD SECURED TO EXISTING CONCRETE BLOCK WITH (2) ROWS OF 2" MASONRY FASTENERS FASTENERS AT 8" O.G. TERRACE ROOF AT WINDOW DETAIL SCALE: 3" = T-0" TERRACE RAILING DETAIL SCALE: 3" in 1'-0" TERRACE ROOF EDGE DETAIL SCALE: 3" = T-0" LIQUID RESIN FLASHING CONTINUOUS PRE -FINISHED ALUMINUM METAL EDGE AND CLEAT CONTINUOUS SACKER ROD AND SEALANT CONTINUOUS s/6" HOT DIPPED GALVANIZED BENT PLATE 2X8 SOLID WOOD SHIM EXISTING CONCRETE FILL Y2" DIA. S.S. EPDXY ANCHORS. (EMBEDMENT 5 y2") hell spina AC-ITiCTS 215 Wyomiig Street 110-C Syracuse, NY 13204 Ritsfori, NY 14534 Tel (315) 488. 0377 To! (5 MO - Fax (315) 487 - 5947 Fax (*..: 457 - info@bellandspina.com www.bellandspina.com It Is a violation of the New York State Education Law, Article 145 Sec. 7209, for any person unless he is acting under the direction of a licensed professional Architect, Engineer or Land Surveyor to alter an item in any way. If an item bearing the seal of an Architect, Engineer or Land Surveyor Is altered, the altering Architect, Engineer or Land Surveyor shall affix to the item ria seal and the notation 'altered by followed by his signature and the date of such alteration, and a specific description of the alteration PROJECT NORTH CONSULTANT W U ¢~ DCQ W 161 HO PLAZA ITHACA, NY 14853 CLIENT PROJ. NO: 10902 Z- PROJECT NUMBER 319-18- 010 The Contractor shall verify all dimensions and notify the Architect in writing of any discrepancies. All drawings and specifications are the property of the Architect and shall be used only on the job designated. MARK DATE DESCRIPTION DRAWN JDT CHECKED DKA DATE 04/24/2019 SCALE AS NOTED SHEET TITLE TERRACE DETAILS SI-EET NUMBER A-501 SHEET 23 OF EXISTING LEAD COATED COPPER COLUMN CLADDING TO REMAIN EXISTING METAL FRAME BEYOND TO REMAIN EXISTING DOOR TO REMAIN --------------- EXTENT OF LEAD COATED COPPER COLUMN CLADDING TO BE REMOVED. GUT TO BE GLEAN AND STRAIGHT GUT LEAD COATED COPPER THRU-WALL FLASHIN& 1 STAINLESS STEEL BENCH SUPPORT AND CAST STONE Y. SEATING SLAB .fl PAVERS. MAINTAIN Y4" GAP AROUND BENCH SUPPORT REMOVE EXISTING ROOF ASSEMBLY DOWN TO VAPOR RETARDER EXISTING VAPOR RETARDER TO REMAIN STAINLESS STEEL FASTENERS PER BENCH MANUFACTURE -11%2" X 1-q" X %2" STAINLESS STEEL LEVELING PLATE SECURED WITH STAINLESS STEEL WASHERS AND NUTS. LIQUID RESIN FLASHING BEND EXISTING LEAD COATED COPPER THRU-WALL FLASHING OUT OVER GEMENT BOARD AND LAP OVER TIN -ZING COATED COPPER FLASHING EXTENSION LIQUID RESIN FLASHING STAINLESS STEEL FLASHING MODIFIED BITUMEN BASE PLY MODIFIED BITUMEN GAP PLY %2" COVER BOARD 1/2" PROTECTION BOARD WP 5 hell spina AC-ITiCTS 215 Wyomiig Street 110-C Syracuse, NY 13204 Ritsfori, NY 1034 Tel (315) 488. 0377 To! (5 MO - Fax (315) 487 - 5947 Fax ( *..: 437 - info@bellandspina.com www.bellandspina.com 5/4" STAINLESS STEEL STUDS. NO THREADS AT LAP OF LIQUID RESIN FLASHING 2 )2" POLYISOGYANURATE INSULATION VAPOR RETARDER 1 %2" POLYISOGYANURATE INSULATION It Is a violation of the New York State Education Law, Article 145 Sec. 7209, for any person unless he is acting under the direction of a licensed professional Architect, Engineer or Land Surveyor to alter an item in any way. If an item bearing the seal of an Architect, Engineer or Land Surveyor Is altered, the altering Architect, 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 VAPOR RETARDER PROJECT NORTH EXISTING CONCRETE FILL TO REMAIN 1'-1%2" X 1'-11" X %2" STAINLESS STEEL BASE PLATE SECURED WITH 1/2" DIA. 5.5. EPDXY ANCHORS (EMBEDMENT 3%2") EXISTING CONCRETE FILL EXISTING CONCRETE DECK EXISTING CONCRETE DECK TO REMAIN EXISTING BENT METAL PLATE TO REMAIN EXISTING CONCRETE FILL EXISTING VAPOR RETARDER TO REMAIN -EXISTING CONCRETE DECK EXTENT OF VAPOR RETARDER (2) LAYERS OF Y2" CEMENT BOARD SECURED TO EXISTING CONCRETE BLOCK WITH (2) ROWS OF 2" MASONRY FASTENERS FASTENERS AT S" O.G. COTERRACE ROOF AT COLUMN REMOVAL DETAIL SCALE: 3" = 11-0" PODIUM BENCH SUPPORT DETAIL SCALE: 3" = T-0" TERRACE ROOF AT DOOR DETAIL SCALE: 3" = 1'-0" LEAD COATED COPPER COLUMN CLADDING TO REMAIN STAINLESS STEEL SHEET METAL FORMED OVER EXISTING METAL FRAME LAP LEAD COATED COPPER COLUMN GLADDIN6 OVER LE6 OF TIN -ZING COATED COPPER RECEIVER. BED IN BUTYL TAPE AND SECURE AT S" O.G. WITH GROMETED STAINLESS STEEL SHEET METAL SCREES TIN -ZING COATED COPPER RECEIVER AND COUNTER FLASHING. SEE S/A-505, TYPICAL LIQUID RESIN FLASHING STAINLESS STEEL FLASHING MODIFIED BITUMEN BASE PLY MODIFIED BITUMEN CAP PLY 1/2" COVER BOARD 2 Y2" POLYISOCYANURATE INSULATION VAPOR RETARDER EXISTING CONCRETE FILL EXISTING CONCRETE DECK 1/2" DIA. 5.5. EPDXY ANCHORS (EMBEDMENT 31/2") CONSULTANT W U ¢~ D W 161 HO PLAZA ITHACA, NY 14853 CLIENT PROJ. NO: 10902 Z- PROJECT NUMBER 319-18- 010 The Contractor shall verify all dimensions and notify the Architect in writing of any discrepancies. All drawings and specifications are the property of the Architect and shall be used only on the job designated. MARK DATE DESCRIPTION DRAWN JDT CHECKED DKA DATE 04/24/2019 SCALE AS NOTED SHEET TITLE EXTENT OF VAPOR RETARDER (2) LAYERS OF 1/2" GEMENT BOARD SECURED TO EXISTING BENT STEEL PLATE WITH (2) ROWS OF 2" SELF -DRILLING TEK SCREWS AT S" O.G. TERRACE DETAILS TERRACE ROOF AT COLUMN DETAIL SCALE: 3" = T-0" SI-EET NUMBER A-502 SHEET 24 OF REMOVE EXISTING PAVERS REMOVE EXISTING SUPPORTING STEEL PLATES - REMOVE EXISTING WALL PANEL SYSTEM AND FLASHING REMOVE EXISTING ROOF ASSEMBLY DOWN TO VAPOR RETARDER EXISTING VAPOR RETARDER TO REMAIN REMOVE EXISTING SLOPED CONCRETE FILL EXISTING CONCRETE FILL TO REMAIN EXISTING CONCRETE DECK TO REMAIN ri's PODIUM LANDING REMOVAL DETAIL VI SCALE:1 1/2" = 1-0" GUARDRAIL POST WITH SOLID SQUARE BAR WELDED TO SUPPORT PLATE BELOW ESCUTCHEON TRIM TYP. GRANITE STONE SET ON SHIMS. Y2" OVERHANG TYP. v 1 i r luno.. 4" X 10" X Y4" STAINLESS STEEL BENT PLATE AND STAINLESS STEEL BOLT, WASHER AND NUT PRESSURE TREATED BLOCKING 2 Y2" FLAT STOCK AND Y," PER FOOT TAPERED POLYISOCYANURATE INSULATION PROTECTION BOARD AND SHIMS BACKER R017 AND SEALANT ON THREE 51DES---------- STAINLESS STEEL SUPPORT PLATE— WP3- TIN-ZINC COATED COPPER WALL PANEL ON VERTICAL AND HORIZONTAL 7/5" STAINLESS STEEL HAT CHANNELS LIQUID RESIN FLASHING MODIFIED BITUMEN FLASHING PLY FLOOD GOAT AND GRAVEL SURFACING Y2" COVER. BOARD VAPOR RETARDER EXISTING VAPOR RETARDER CONTINUOUS 3Y2" FLAT STOCK AND Y2" PER FOOT SLOPE Q -PANEL TAPERED INSULATION AND TAPERED WOOD FIBER STRIP AT PERIMETER OF PODIUM AND LANDINGS EXISTING CONCRETE FILL TO REMAIN 2"xY " THICK STAINLESS STEEL CONTINUOUS METAL STRAPPING EXISTING CONCRETE DECK TO REMAIN PODIUM LANDING DETAIL SCALE:1 1/2' = 1'-0" GRANITE STONE TREADS SET ON SHIMS BACKER ROD AND SEALANT ON THREE SIDES STAINLESS STEEL BEARING PLATE FLOOD GOAT AND GRAVEL SURFACING Y2" COVER BOARD 2 Y2" POLYISOCYANURATE INSULATION-- ----- VAPOR RETARDER EXISTING VAPOR RETARDER 6" TYPICAL / 1'-4" STAINLESS STEEL SUPPORT PLATES WITH DOWN TURNED RISER LEG 4"xjY2"X%„ STAINLESS STEE PLATE AND STAI STEEL BOLT, WA AND NUT Y2" PROTE BOARD AND SHIM SENT LESS HER TION I1Q.7 Ai1®b7A+A'. EXISTING CONCRETE FILL TO REMAIN EXISTING CONCRETE DECK TO REMAIN PODIUM STAIR DETAIL SCALE 1 1/2' = 1'-0" TAPERED WOOD FIBER STRIP 1 Y2" POLYISOCYANURATE INSULATION PROTECTION BOARD Y2" COVER BOARD LIQUID RESIN FLASHING 3Y2" RETOFIT ROOF DRAIN 554" 6:Ys" PODIUM PAVERS PRE -MANUFACTURED KYNAR COATED ALUMINUM COPING to LL O CONTINUOUS 3/6" HOT Z DIPPED GALVANIZED BENT PLATE CONTINUOUS TIN -ZING COATED 0 COPPER FLASHING d 0 CONCRETE SPLASH BLOCK ON SLIP SHEET 1 1 41611111•• *IMO ••11•11.11 MOM* 11111101111 1110111.110 4•11•111111• EXISTING PODIUM ROOF DRAIN TO REMAIN. PLATE BOWL W/ Ya" STAINLESS STEEL PLATE FOR INSTALLATION OF RETROFIT DRAIN PODIUM EDGE DETAIL SCALE:1 1/2" = T-0" CONTINUOUS 3Y2" FLAT STOCK AND Y2" PER FOOT SLOPE Q -PANEL TAPERED INSULATION AND TAPERED WOOD FIBER STRIP AT PERIMETER OF PODIUM AND LANDINGS EXIST NO CONCRETE FILL TO REMAIN EXISTING CONCRETE DECK TO REMAIN GUARDRAIL POST WITH SOLID SQUARE BAR WELDED TO SUPPORT PLATE BELOW ESCUTCHEON TRIM TYPICAL GRANITE SET ON SHIMS. Y2" OVERHANG TYP. SACKER ROD AND SEALANT 6" TYPICAL 7 / -17 WELDED STAINLESS STEEL ANCHOR PIN. Y4" FILLET WELD ALL AROUND 1`-3" PROTECTION BOARD AND PEDESTALS Y2" DIA. 5.5. EPDXY ANCHORS (EMBEDMENT 31/2") MIN STAINLESS STEEL SUPPORT PLATE TIN -ZING COATED COPPER WALL PANEL ON VERTICAL AND HORIZONTAL 1/e," STAINLESS STEEL HAT CHANNELS LIQUID RESIN FLASHING MODIFIED BITUMEN FLASHING PLY FLOOD GOAT AND GRAVEL SURFACING 1/2" COVER BOARD POLYISOCYANURATE INSULATION EXISTING CONCRETE FILL TO REMAIN EXISTING CONCRETE DECK TO REMAIN RAMP SIDE DETAIL SCALE:1 1/2" = f-0" LIQUID RESIN FLASHING MODIFIED BITUMEN BASE PLY Y2" COVER BOARD 2 Y2" FLAT STOCK AND Ya" PER FOOT TAPERED POLYISOCYANURATE INSULATION VAPOR RETARDER 32'-0" STAINLESS STEEL SUPPORT PLATE PROTECTION BOARD AND SHIMS PAVERS AND PEDESTALS FOR GEOFOAM AND CONCRETE SLAB SEE 5 -SERIES DRAWINGS RAMP LANDING TO SLOPE DETAIL SCALE:1 1/2" = 1'-0" / 2-3" / 1'-o" 32'-0" FOR GEOFOAM AND CONCRETE STAINLE 5 STEEL ANCHOR PINS SLAB SEE S -SERIES DRAWINGS SET IN EPDXY. PROTECT LIQUID RESIN FLASHING WITH STAINLESS STEEL PIN CAP P PROTECTION BOARD AND PEDESTALS EXTENT OF Y2" COVER BOAi�Q / WP q / RAMP SLOPE TO TERRACE DETAIL SCALE:1 1/2" = On LIQUID RESIN FLASHING. 4" LAP OVER CAP PLY MODIFIED BITUMEN BASE PLY Y2" COVER BOARD 2 1/2" FLAT STOCK POLYISOCYANURATE INSULATION VAPOR RETARDER MODIFIED BITUMEN GAP PLY EXISTING CONCRETE FILL TO REMAIN EXISTING CONCRETE DECK TO REMAIN hell spina ASC IT=CTS 215 Wyomiig Street 1 G lillicrtl-Yetorkl Syracuse, NY 13204 RitsfoAti, NY 14534 Tel (315) 488. 0377 To! () MO - Fax (315) 487 - 5947 Fax ( *..: 487 - info@bellandspina.com www.bellandspina.com It Is a violation of the New York State Education Law, Article 145 Sec. 7209, for any person unless he is acting under the direction of a licensed professional Architect, Engineer or Land Surveyor to alter an item in any way. If an item bearing the seal of an Architect, Engineer or Land Surveyor Is altered, the altering Architect, Engineer or Land Surveyor shall affix to the item ria seal and the notation 'altered by followed by his signature and the date of such alteration, and a specific description of the alteration PROJECT NORTH CONSULTANT W U ¢~ CrQ W 161 HO PLAZA ITHACA, NY 14853 CLIENT PROJ. NO: 10902 Z.* � PROJECT NUMBER 319-18- 010 The Contractor shall verify all dimensions and notify the Architect in writing of any discrepancies. All drawings and specifications are the property of the Architect and shall be used only on the job designated. MARK DATE DESCRIPTION DRAWN JDT CHECKED DKA DATE 04/24/2019 SCALE AS NOTED SHEET TITLE PODIUM DETAILS SI-EET NUMBER A-503 SHEET 25 OF HAND RAILING LIGHTING DRIVER POWER FEED CONDUIT TIGHT TO PAVERS FLOOD COAT AND GRAVEL FORM ONE-PIECE q � STAINLESS STEEL/ (D6o LIQUID RESIN FLASHING TRANSITION FROM HIGH TO LOW CONDITION EACH SIDE -r -- COORDINATE WITH DETAIL 5/A-504 (SIMILAR CONDITION AT PODIUM STAIR AND RAMP LANDINGS) 1Y2" GAF FOR CONDUIT TI -115 SIDE ONLY CONCRETE PAVERS GRANITE PAVERS HAND RAILING LIGHTING DRIVER POWER FEED CONDUIT LIMESTONE PANELS TO MATCH EXISTING EXTEND LIQUID RESIN - FLASHING OVER TOP OF AND DOWN SIDES OF STAIR STRINGER KEEP CONDUIT TIGHT TO SIDES AND BOTTOM OF STAIR STRINGER TO LOWER LANDING POWER CONDUIT FEED ROUTING DETAIL SCALE:1 1/2" = 1'-0" 4" LIQUID RESIN FLASH INC — Y2° PROTECTION BDARD MODIFIED BITUMEN GAP PLY MODIFIED BITUMEN BASE PLY EXISTING CONCRETE DECK TO REMAIN MID-LEVEL ROOF LANDING VERTICAL END DETAIL SCALE:1 1/2" = 1'-0" EXTENT OF MODIFIED BITUMEN BASE AND CAP FLYS. EXTEND LIQUID RESIN FLASHING ON TO METAL FLASHING FORM ONE-PIECE STAINLESS STEEL/ LIQUID RESIN FLASHING TRANSITION FROM HIGH TO LOW CONDITION EACH SIDE. COORDINATE WITH DETAIL 5/A-504 (SIMILAR CONDITION AT PODIUM STAIR AND RAMP LANDINGS) LIQUID RESIN FLASHING 1'_2"± PAVER SET ON SHIMS 1/2- PROTECTION BOARD MODIFIED BITUMEN GAP PLY MODIFIED BITUMEN BASE PLY Y2" COVER BOARD 2" POLYISOCYANURATE STAINLESS STEEL FLASHING. BREAK WITH SPRING TO ACCOMMODATE MOVEMENT WP 2 INSULATION VAPOR RETARDER 3" THICK LIMESTONE PANEL TO MATCH EXISTING STEEL STAIR STRINGER BEYOND. SEE 5 -SERIES DRAWINGS MID-LEVEL ROOF LANDING DETAIL SCALE:1 1/2" = T-0" EXISTING VAPOR ETARDER TO REMAIN EXISTING CONCRETE FILL TO REMAIN EXISTING CONCRETE DECK TO REMAIN CONTINUOUS LIQUID RESIN FLASHING ON TREADS, RISERS AND VERTICAL ENDS (2) LAYERS OF Y2" GEMENT BOARD SECURED TO EXISTING CONCRETE TREADS WITH (2) ROWS OF 2" MASONRY FASTENERS AT 1'-0" D.G. EXTENT OF LIQUID RESIN FLASHING / 4.. SIM ILAR Y2., PROTECTION BOARD STAINLESS STEEL TERMINATION BAR. SECURE AT S" D.G. LIQUID RESIN FLASHING 12" CONCRETE MASONRY UNIT AND SOAP GUT TO FIT. EXISTING CONCRETE FILL TO REMAIN EXISTING CONCRETE DECK TO REMAIN MID-LEVEL ROOF STAIR DETAIL SCALE: 1 1/2" = 1'-0" Y2° PROTECTION BOARD CONTINUOUS LIQUID RESIN FLASHING ON TREADS, RISERS AND VERTICAL ENDS (2) LAYERS OF Y2" GEMENT BOARD SECURED TO EXISTING CONCRETE TREADS WITH (2) ROWS OF 2" MASONRY FASTENERS AT 1'-0" Q.G. EXHAUST FANS (SEE M -SERIES DRAWINGS) MODIFIED BITUMEN GAP PLY MODIFIED BITUMEN BASE PLY 5" THICK, 11-00± FULL WIDTH CONCRETE MECHANICAL EQUIPMENT PAD. DOWEL INTO STRUCTURAL SLAB EXISTING VAPOR RETARDER TO REMAIN Q MID-LEVEL ROOF MECHANICAL ENCLOSURE DETAIL SCALE 1 1/2" = 1'-0" CONTINUOUS LIQUID RESIN FLASH INC Y2. PROTECTION BOARD MODIFIED BITUMEN GAP PLY MODIFIED BITUMEN BASE PLY EXISTING VAPOR RETARDER TO REMAIN Y2" DIA. 5.5. EPDXY ANCHORS (EMBEDMENT 31/2") WP 3 r 4" 1'-1%2" TAPERED WOOD FIBER STRIP 21/2" ,k POLYISOCYANURATE INSULATION EXISTING LIMESTONE PANEL TO REMAIN BEYOND TIN -ZING GOA - . COPPER WALL PANEL BEY TIN -ZING COATED COPPER MECHANICAL OPENING PANNING CONTINUOUS LIQUID RESIN < FLASHING AT GUI r R AND MEGHANIGAL -EQ NT PAD PERIMETER ' 5 MID-LEVEL ROOF MECH. ENCLOSURE GUTTER DETAIL SCALE:1 1/2" = T-0" TIN -ZING COATED COPPER THROUGH -WALL RECEIVER AND COUNTER FLASHING LIQUID RESIN FLASHING CONTINUOUS 3/6" HOT DIPPED GALVANIZED BENT PLATE WITH (2) STIFFENER GUSSETS AT STONE PANEL ANCHORS. REMOVE CONCRETE FILL. GROUT 1"± COLLAR JOINT FULL 3" THICK LIMESTONE PANEL TO MATCH EXISTING FLOOD GOAT AND GRAVEL SURFACING TAPERED WOOD FIBER STRIP MODIFIED BITUMEN GAP PLY MODIFIED BITUMEN BASE PLY Y2" COVER BOARD 2" POLYISOCYANURATE INSULATION VAPOR RETARDER EXISTING VAPOR RETARDER TO REMAIN EXISTING CONCRETE FILL TO REMAIN EXISTING CONCRETE DECK TO REMAIN PREP AND PRIME EXISTING CONTINUOUS LINTEL WITH ZING RIGH PRIMER. PAINT EXPOSED BOTTOM LEG TO MATCH ORIGINAL COLOR. MID-LEVEL ROOF EDGE DETAIL 2" DIA. 5.S. EPDXY ANCHORS, SEE DETAIL 10/A-504 FOR FASTENING DETAIL (EMBEDMENT 3 Y2") SCALE: 1 1/2" = T-0" FORM ONE-PIECE STAINLESS STEEL TRANSITION FLASHING FROM HIGH TO LOW CONDITION EACH SIDE. COORDINATE WITH DETAIL 4/A-504 CONTINUOUS 3/6" HOT DIPPED GALVANIZED BENT PLATE. NOTCH LOWER PORTION ARROUND EXISTING STONE PANEL ANCHORS TO REMAIN EXISTING LIMESTONE PANEL TO REMAIN SEE 6/A-501 FOR ROOF ASSEMBLY NOTES 0 TIN -ZING COATED COPPER WALL PANEL ON VERTICAL AND HORIZONTAL '/5" STAINLESS STEEL HAT CHANNELS TIN -ZING COATED COPPER RECEIVER AND COUNTER FLASHING. ALIGN WITH THROUGH -WALL RECEIVER AND COUNTER FLASHING AT WALL BEYOND 11/2" HIGH TIN -ZING COATED COPPER GRAVEL STOP. STRIP IN WITH LIQUID RESIN FLASHING 4" 4/4 EXISTING CONCRETE MASONRY UNIT WALL INFILL TO REMAIN EXISTING RIGID INSULATION TO REMAIN EXTENT OF LIQUID RESIN FLASHING REMOVE ROOF/WALL DRAINS. PREP, PRIME AND PAINT. REINSTALL EXISTING DRAINS. EXTEND LIQUID RESIN FLASHING INTO DRAIN BODY SEE 5/A-503 FOR ROOF ASSEMBLY NOTES MID-LEVEL ROOF GUTTER DETAIL SCALE:1 1/2" = 1'-0" 1/4" STAINLESS STEEL EPDXY ANCHOR BOLTS SECURED TO EXISTING CONCRETE LANDING. SLOT HOLES IN TUBE TO ACCOMMODATE VERTICAL MOVEMENT 2" X 2" X YY," HOT DIPPED GALVANIZED TUBES 4" XI" X 3/6' HOT -DIPPED GALVANIZED BENT PLATE WALL CLIP FIXED LOUVER PANEL FIXED FORMNED-METAL LOUVER PANELS WELDED COLOR MATCHED ALUMINUM STAIR RISER BRACE, TYPICAL WELDED COLOR MATCHED ALUMINUM PANEL ATTACHMENT ANGLE. PROVIDE CONTINUOUS EPDM SEPARATOR BETWEEN FORMNED-METAL LOUVER PANELS AND SUPPORTING STRUCTURE. ,-r Y4" RECESSED STAIN 55 STEEL ANCHOR BOLTS AXON NOT TO SCALE EDGE OF CONCRETE MECHANICAL EQUIPMENT PAD (2) REMOVABLE LOUVER PANELS EACH SIDE OF STAIR 7 4" X 5" X Y4" HOT -DIPPED GALVANIZED CLIP ANGLES SECURED TO CONCRETE SLAB WITH Y2" DIA. 5.5. EPDXY ANCHORS (EMBEDMENT 21/2"). SET ANGLES IN WATER CUTOFF MASTIC ON LIQUID RESIN FLASHING 2'-q3/4"± z 3'-0" 3'-O" z 3'-O" 1'-5Y2'± FIXED LOUVER / PANELS FIXED LOUVER PANELS EXTENT OF EXISTING CONCRETE STAIR STRINGER BEYOND (2) REMOVABLE LOUVER PANELS EACH SIDE OF STAIR 1111111111111111111111111111111111111111111111 811111111/111111111 11111111111111111111111111 111111111111111111111111111 ELEVATION SCALE: 3/4" = T-0" FIXED LOUVER PANEL 7-2" TYPICAL 111111111111111111111111111111111111111111111111111121111111111111111111 SECURE FIXED FORMNED-METAL LOUVER PANELS TO TUBES WITH STAINLESS STEEL SHEET METAL SCREWS AT 6" O.G. SCREWS POWDER COATED TO MATCH PANEL COLOR • MID-LEVEL ROOF MECAHNICAL EQUIPMENT SCREEN ELEVATION DETAIL AND AXON SCALE: SEE ABOVE 4'1X 5'1X Y4" HOT -DIPPED GALVANIZED CLIP ANGLES. SET ANGLES IN WATER CUTOFF MASTIC ON LIQUID RESIN FLASHING j ACCESS HOLES FOR BOLTING LIQUID RESIN FLASHING DETAIL 7A SCALE 1 1/2" - T-0" hell spina ASC IT=CTS 215 Wyomiig Street TMC Syracuse, NY 13204 Ritsfori, NY 14534 Tel (315) 488. 0377 Tel (585) MO - Fax (315) 487 - 5947 Fax ('"*r 4' - info@bellandspina.com www.bellandspina.com It Is a violation of the New York State Education Law, Article 145 Sec. 7209, for any person unless he is acting under the direction of a licensed professional Architect, Engineer or Land Surveyor to alter an item in any way. If an item bearing the seal of an Architect, Engineer or Land Surveyor Is altered, the altering Architect, Engineer or Land Surveyor shall affix to the item Itis seal and the notation 'altered by followed by his signature and the date of such alteration, and a specific description of the alteration PROJECT NORTH CONSULTANT W U ¢~ DCQ W 161 HO PLAZA ITHACA, NY 14853 CLIENT PROJ. NO: 10902 Z- PROJECT NUMBER 319-18- 010 The Contractor shall verify all dimensions and notify the Architect in writing of any discrepancies. All drawings and specifications are the property of the Architect and shall be used only on the job designated. MARK DATE DESCRIPTION DRAWN JDT CHECKED DKA DATE 04/24/2019 SCALE AS NOTED SHEET TITLE MID-LEVEL ROOF DETAILS SI-EET NUMBER A-504 SHEET 28 OF PLAN SCALE NTS .9 _I I Y2" DIA. S.S. EPDXY 1 1 ANCHORS (EMBEDMENT 5Y2"). NUMBER A5 REQUIRED BY F'OST MANUFACTURER 2 !NAY SLAB GRID (2) 4X4XY4". DRILL HOLES AS REQUIRED. 4.-6" LENGTH STAINLESS STEEL FLASHING. HEM EDGES ALL AROUND LIQUID RESIN FLASHING MODIFIED BITUMEN GAP PLY MODIFIED BITUMEN BASE PLY 1/2 COVER BOARD 2" POLYISOCYANURATE INSULATION VAPOR RETARDER (4) DIAMETER THREADED RODS WITH TACK-INLEDED NUTS TYPICAL LIGHT POST DETAIL SCALE: 1 1/2" = T-0" EXISTING CONCRETE FILL Z13 TO REMAIN EXISTING CONCRETE DECK TO REMAIN (2) 4X4X1/4". DRILL HOLES A5 REQUIRED. 4.-6. LENGTH ALTERNATE NO. 1 EXISTING COPPER THROUGH-INALL AND COUNTER FLASHING TO REMAIN BEYOND CONTINUOUS FULLY SOLDERED TIN -ZING COATED COPPER FLASHING. ARROW SHOWING FLOW OF WATER EXTENT OF VAPOR RETARDER 2x10 WOOD BLOCKING PATCH AND MATCH CONCRETE FILL Y2" DIA. 5.5. EPDXY ANCHORS (EMBEDMENT 3)2"). GROUT 1"± COLLAR JOINT FULL 3" THICK GRANITE PANELS. MATCH EXISTING PANEL WIDTHS CONCRETE SPALL REF'AIR. SEE DETAIL 5/5-101 2" THICK GRANITE PAVERS SET ON SHIMS. MATCH EXISTING PANEL SIZES 1/2.. PROTECTION BOARD MODIFIED BITUMEN CAP PLY MODIFIED BITUMEN SASE PLY I/I EXISTING WINDOW ASSEMBLY TO REMAIN ONE PIECE TIN -ZING COATED COPPER COUNTER FLASHING. SECURE AT S" 0.G. Y‘l/ Y2" COVER BOARD GROMMETED STAINLESS STEEL FASTENERS 1/5" PER FOOT TAPERED POLYISOCYANURATE INSULATION LIQUID RESIN FLASHING 2" POLYISOCYANURATE INSULATION EXTENT OF VAPOR RETARDER VAPOR RETARDER FIRST FLOOR WINDOW LEDGE DETAIL SCALE: 1 1/2" = 1'-0" ALTERNATE NO. 1 EXISTING COPPER THRU-INALL FLASHING TO REMAIN, TURN UP LEG TO RECEIVE WORK LIQUID RESIN FLASHING EXTENT OF VAPOR RETARDER EXISTING CONCRETE FILL TO REMAIN - EXISTING CONCRETE DECK TO REMAIN FIRST FLOOR WINDOW LEDGE AT WALL DETAIL SCALE:1 1/2" = 1-0" hell sputa AC ITECTS 215 Wyomiig Street 110-014114fortl-Yeter Syracuse, NY 13204 Ritsfori NY 14534 Tel (315) 488- 0377 Tel ON MO - Fax (315) 487- 5947 Fax IN - info@bellandspina.com www.bellandspina.com LIQUID RESIN FLASHING ALIGN WITH TOP OF PAVERS, TYPICAL 5/4., 5.5. VERTICAL HAT CHANNEL AT 12" O.G. -00-1NP 1 3/5" S.S. EPDXY ANCHOR BOLT 4'-0" 0.C. 8" 1/2" PROTECTION BOARD MODIFIED BITUMEN CAP PLY MODIFIED BITUMEN BASE PLY EXISTING VAPOR RETARDER TO REMAIN ilasuribumm ZINC -TIN COATED COPPER FASCIA IN/ UNDERPLATES AT JOINTS OVER STAINLESS STEEL BENT PLATE CONTINUOUS ZING -TIN COATED METAL CLEAT AND CLOSURE TRIM. HEM EDGE A5 51-101AN LOWER LANDING ROOF EDGE DETAIL SCALE: 1 1/2" = 1-0" EXISTING CONCRETE DECK TO REMAIN EXTENT OF MODIFIED BITUMEN FLYS MODIFIED BITUMEN CAP PLY MODIFIED BITUMEN BASE PLY EXISTING VAF'OR RETARDER TO REMAIN 1/2- PROTECTION BOARD TAPERED WOOD FIBER STRIP FLASH SMOOTH SHANK TO OF BOLT STUD IN/ LIQUID RESIN FLASHING FOR CONCRETE AND STAIR STRINGERS SEE 5 -SERIES DRAWINGS C-5.)LOWER LANDING STAIR ROOF DETAIL SCALE:1 1/2" = 1'-0" EXTENT OF LIQUID RESIN FLASHING LIQUID RESIN FLASHING MODIFIED BITUMEN CAP PLY MODIFIED BITUMEN BASE PLY EXISTING VAPOR RETARDER TO REMAIN Y2.. PROTECTION BOARD INP 1 TAPEREDIA1001, FIBER STRIP 113/4" ZINC -TIN COATED COPPER FLASHING AT STEPPED CONCRETE STAIR STRINGERS EXISTING CONCRETE DECK TO REMAIN FLEXIBLE STAINLESS STEEL DRAINAGE PLANE FLASHING. FORM STEPPED LAPPED FLASHING OVER THE CONCRETE STAIR STRINGERS STEPPED CONCRETE STAIR STRINGERS BEYOND LOWER LANDING STAIR TO GRADE ROOF DETAIL SCALE:1 1/2" = 1-0" 5-8" 6-0" EXTENT OF TAPERED yloor, FIBER STRIP REPLACEMENT CAST IRON DRAIN STRAINER REPLACEMENT CLAMPING RING MODIFIED BITUMEN CAP PLY LEAD SHEET MODIFIED BITUMEN BASE FLYS TAPERED INOOD FIBER STRIP LIQUID RESIN FLASHING 1" HIGH MILL FINISH SLOI ILD STAINLESS STEEL GRAVEL STOP. STRIP IN WITH LIQUID FLASHING SYSTEM ° 11109 -API AMOSIMIgnelINK EXISTING CONCRETE DECK AND FILL TO REMAIN EXTENT OF VAPOR RETARDER EXISTING CAST IRON DRAIN BOWL TO REMAIN TYPICAL TERRACE ROOF DRAIN DETAIL SCALE:1 1/2" = 1-0" SEE 6/A-501 FOR ROOF ASSEMBLY NOTES 4" A - REGLET RECEIVER MODIFICATION 1Y2" if' • B - ASSEMBLED REGLET RECEIVER TOTAL LENGTH 4" 0.0. BEGIN 5" ROM GUT EDGE (BUTTON PUNCH SPACING) 5" -TYPICAL PROFILE OF REGLET RECEIVER REMOVE PORTION OF METAL FLASHING A5 SHOWN AND INSERT 5" INTO HEMMED EDGE OF ADJACENT FLASHING. SET 4" FLANGE IN FULL BED OF SEALANT. PROVIDE 1Y2" SEALANT COVERAGE CENTERED OVER JOINT INHERE NOT SHOWN EL5EINHERE TO BE COVERED IN L IOU ID FLASHING SYSTEM REMOVE C - COUNTER FLASHING MODIFICATION 6" IN. SEAM OFFSET E - FULLY ASSEMBLED RECEIVER AND BUTTON PUNCHED COUNTER FLASHING REMOVE PORTION OF METAL FLASHING AS SHOWN AND INSERT 3" INTO HEMMED EDGE OF ADJACENT FLASHING. (pt- TYPICAL RECEIVER AND COUNTER FLASHING DETAIL SCALE: 3" = 1-0" 24 OZ. 1" ADE TIN -ZINC COATED COF'F'ER WIND CLIP, SECURE @ 2'-0" 0.0. F - COUNTER FLASHING D - COUNTER FLASHING JOINT HOLE SIZE COVER PLATE FASTENER EXISTING ROOF DECK TYPICAL NOTES: 1. COVER HOLES IN DECK SMALLER THAN 12" X 12" WITH 1S GA. GALVANIZED STEEL PLATE. 2. COVER HOLES IN DECK BETWEEN 12" X 12" AND 24" X 24" WITH Ye," GALVANIZED STEEL PLATE. 3. COVER HOLES IN DECK BETWEEN 24" X 24" AND 42" X 42" WITH /4" GALVANIZED STEEL PLATE. 4. EXTEND PATCH MATERIAL A MINIMUM OF 6" PAST THE OPENING. FASTENERS 3" FROM EDGE OF PLATE AND SPACED EVENLY AROUND PERIMETER OF PATCH. 5. INHEN PATCHING HOLES LARGER THAN 42" X 42", CONSULT WITH ARCHITECT FOR PATCH METHOD. FASTENER SCHEDULE DECK TYPE 15 GA. GALV PLATE Y5" GALV. STEEL PLATE Y4" GALV. STEEL PLATE QTTY 25 TYPE QTTY 25 TYPE QTTY SIZE 'TYPE METAL 4 #10 TEK a 4t12 TEK 16 4t14 TEK CONC. 4 4" DIA. EXPAN. 5 5/1&" DIA. EXPAN. 16 5/5" DIA. EXPAN. TYPICAL DECK PATCH DETAIL SCALE:1 1/2" = 1-0" CABLE HOLDER SET IN SEALANT CABLE MODIFIED BITUMEN CAF' SHEET MOUNTING BASE AND AIR TERMINAL SET IN SEALANT CONTINUOUS GRANULATED MODIFIED BITUMEN SLIP SHEET SET IN coLo. ADHESIVE PER. MANUFACTURERS RECOMMENDATIONS AIR TERMINAL MOUNTING BASE SEALANT TYPICAL LIGHTNING PROTECTION SYSTEM DETAIL SCALE:1 1/2" = 1-0" It Is a violation of the New York State Education Law, Article 145 Sec. 7209, for any person unless he is acting under the direction of a licensed professional Architect, Engineer or Land Surveyor to alter an item in any way. If an item bearing the seal of an Architect Engineer or Land Surveyor Isattered, the altering Archttect, 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 PROJECT NORTH CONSULTANT Lli 0 4:C CC DC Lu 161 HO PLAZA ITHACA, NY 14853 CLIENT PROJ. NO: 10902 Z 0Nil PROJECT NUMBER 319- 18- 010 The Contractor shall verify all dimensions and notity the Architect in writing of any discrepancies. All drawings and specifications are the property of the Architect and shall be used only on the job designated. MARK DATE DESCRIPTION DRAWN JDT CHECKED DKA DATE 04/24/2019 SCALE AS NOTED SHEET TITLE MISCELLANEOUS DETAILS SI-EET NUMBER A-505 SHEET 27 OF REMOVE EXISTING STONE VENEER AND SAVE FOR REINSTALLATION REMOVE EXISTING SINGLE PLY MEMBRANE, TERMINATION BAR AND LEAD COATED COPPER THRU-WALL FLASHING REMOVE EXISTING PAVERS REMOVE EXISTING ROOF ASSEMBLY DOWN TO VAPOR RETARDER EXISTING VAPOR RETARDER TO REMAIN REMOVE EXISTING LEAD COATED COPPER COPING FLASH INC TERRACE SITE WALL REMOVAL DETAIL SCALE:1 1/2" = T -0 - 4'-F± ± SHOWN. HEIGHT VARIES TIN -ZINC COATED COPPER PIN GAP. FULL SOLDERED PEEL -IN -STICK AIR BARRIER. LAP OVER METAL FLASHING 2 PG BUTTON PUNCHED TIN -ZINC COATED COPPER RECEIVER AND COUNTER FLASHING LIQUID RESIN FLASHING PAVER ADJUSTABLE PAVER SUPPORT PEDESTALS REINSTALL COPING STONE OR PROVIDE NEW TO MATCH EXISTING (SEE PLAN FOR EXTENT OF EACH). DRILL UNDERSIDE TO AGGEPT PIN GAPS. SET DRY ON 4" SHIMS CONTINUOUS TIN -ZING �— COATED COPPER COPING FLASHING, HEM SOLDER EDGES EXISTING CONCRETE FILL TO REMAIN EXISTING CONCRETE DECK TO REMAIN TYPICAL NOTE ALL EXPOSED FLASHING AT PEDESTRIAN AREAS: DRESS TIGHT TO THE STONE FACE AND TRIM ALL SHARP EDGES. SOLDER EDGES CLOSED TERRACE SITE WALL DETAIL SCALE:1 yr = r -o" CONTINUOUS 4t4 BARS HORIZONTALLY 12" CMU GROUTED SOLID. ALIGN ROOF PLANE WITH FACE OF EXISTING CONCRETE FOUNDATION *4 BARS AT 2'-S" 0.G VERTICALLY. LAP EXISTING VAPOR RETARDER 4" MINIMUM 5" MIN. EMBEDDMENT REINSTALL STONE ASHLAR VENEER. COURSING AND TOOLING TO MATCH EXISTING. HEAD AND BED JOINTS TO BE RODDED ADJUSTABLE STAINLESS STEEL MASONRY ANCHOR. SECURE WITH Y4" DIA. 5.5. TAPGON ANCHORS (EMBEDMENT 11/2") EXISTING WATERPROOFING TO REMAIN REMOVE EXISTING PAVERS REMOVE EXISTING ROOF ASSEMBLY DOWN TO VAPOR RETARDER EXISTING VAPOR RETARDER TO REMAIN REMOVE STEEL COVER PLATE AND SHIM REMOVE MEMBRANE FLASHING AND TERMINATION BARS SEE L -SERIES DRAWINGS FOR REMOVALS — CHAMFER EXISTING CONCRETE SLAB AT DETAIL 5/A-506. AVOID DAMAGING OR GUTTING REINFORCING BARS - REMOVE BASE A5 REQUIRED FOR TIE-IN OF WORK TO EXISTING WATERPROOFING TERRACE TO PEDESTRIAN WAY REMOVALS DETAIL SCALE:1 1/2" = 1'-0" LIQUID RESIN FLASHING, TYPICAL ADJUSTABLE PAVER SUPPORT PEDESTALS PAVER 4" WP 10 STRIP IN VAPOR RETARDER OVER WOOD BLOCKING. SECURE WITH Y2" DIA. S.S. EPDXY ANCHORS (EMBEDMENT 3Y2") AT 4'-0" O.G. GRANITE SET ON SHIMS. STAINLESS STEEL ANCHOR PINS SET IN EPDXY. PROTECT LIQUID RESIN FLASHING WITH STAINLESS STEEL PIN CAP AT 2'-0" O.G. CONTINUOUS STAINLESS STEEL FLASHING WITH BACK DAM AND HEM Y2" WIDE PREGOMPRESSED JOINT SEAL SEE L -SERIES DRAWINGS FOR PAVING AND BASE MATERIAL SCOPE OF WORK TERMINATION BAR, PROTECTION BOARD AND LIQUID RESIN FLASHING, TYPICAL A 1 z TERRACE TO PEDESTRIAN WAY ADA DETAIL SCALE:1 1/2" = T-0" hell spina ASC IT=CTS 215 Wyomiig Street 110-0l'ittfortl-Yetor Syracuse, NY 13204 Ritsfoiti, NY 14534 Tel (315) 488. 0377 To! (5 MO - Fax (315) 487 - 5947 Fax ( *..: 437 - info@bellandspina.com www.bellandspina.com REINSTALL COPING STONE SET DRY ON SHIMS CONTINUOUS TIN -ZING COATED COPPER COPING FLASHING DRIP EDGE, HEM EDGES. REINSTALL EXISTING STONES UNLESS NOTED OTHERWISE. TYP. COPING STONE THROUGHWALL FLASHING DET. SCALE:3" = 1'-0" • REMOVE EXISTING COPING STONES AND STORE FOR REINSTALLATION. REMOVE EXISTING FLASHING UNDER COPING STONES. GUT OUT EXISTING MORTAR JOINTS TO A MINIMUM DEPTH OF 1" TO SOUND MORTAR. DO NOT GUT INTO STONE VENEER (BOTH SIDES OF WALL) REMOVE EXISTING STONES AND SAVE FOR REINSTALLATION GUT AND REMOVE EXISTING METAL THROUGH -WALL FLASHING AND TURN UP REMOVE EXISTING ROOF ASSEMBLY DOWN TO VAPOR RETARDER EXISTING VAPOR RETARDER TO REMAIN 1 \ EXISTING CONCRETE MASONRY UNIT BACKUP WALL REMOVE EXISTING STONE VENEER AND SAVE FOR REINSTALLATION REMOVE EXISTING METAL THROUGH -WALL FLASHING REMOVE EXISTING ROOF ASSEMBLY DOWN TO VAPOR RETARDER EXISTING VAPOR RETARDER TO REMAIN ..wZ�.i •V:. 613oC • 1•'1� �•bOO� alias jril 11111.11.11. riumsisor INN 111111111111112 (63 WESTERN STAIR WALL REMOVAL DETAIL SCALE:1 1/2" = T-0" EXISTING CONCRETE FILL TO REMAIN EXISTING CONCRETE WALL AND DECK TO REMAIN REINSTALL COPING STONE. DRILL UNDERSIDE TO ACCEPT PIN CAPS. SET DRY ON SHIMS TIN -ZING COATED COPPER PIN CAP. FULL SOLDERED TUCK -POINT MORTAR JOINTS. MORTAR AND TOOLING TO MATCH ORIGINAL SAW GUT REGLET IN CONCRETE MASONRY UNIT BACKUP -WALL REINSTALL EXISTING STONES, CUT AS REQUIRED 2 PC BUTTON PUNCHED TIN -ZING COATED COPPER RECEIVER AND COUNTER FLASHING CONCRETE MASONRY UNIT 50AP. GROUT COLLAR JOINT FULL LIQUID RESIN FLASHING REMOVE AND REINSTALL EXISTING STONE CONTINUOUS TIN -ZING COATED COPPER COPING FLASHING, HEM EDGES. SEE DETAIL 5/A-506 CONC. MASONRY UNIT SOAP. GROUT COLLAR JOINT FULL 2 PC BUTTON PUNCHED TIN -ZINC COATED COPPER RECEIVER AND COUNTER FLASHING SET IN REGLET STAINLESS STEEL TERMINATION BAR. SECURE AT S" O.G. LIQUID RESIN FLASHING WESTERN STAIR WALL PROPOSED DETAIL SCALE:1 1/2" = 1'-0" EXISTING CONCRETE FILL TO REMAIN EXISTING CONCRETE WALL AND DECK TO REMAIN LIQUID RESIN FLASHING, TYPICAL ADJUSTABLE PAVER SUPPORT PEDESTALS PAVER WP 12 STRIP IN VAPOR RETARDER OVER WOOD BLOCKING. SECURE WITH Y2" DIA. 5.5. EPDXY ANCHORS (EMBEDMENT 3Y2") GRANITE SET ON SHIMS. STAINLESS STEEL ANCHOR PINS SET IN EPDXY. PROTECT LIQUID RESIN FLASHING WITH STAINLESS STEEL PIN CAP AT 2'-0" O.C. CONTINUOUS STAINLESS STEEL FLASHING WITH BACK DAM AND HEM —1" WIDE PREFORMED JOINT SEAL —SEE L -SERIES DRAWINGS FOR PAVING AND BASE MATERIAL SCOPE OF WORK 1 1 z 1 TERMINATION BAR, PROTECTION BOARD AND LIQUID RESIN FLASHING, TYPICAL TERRACE TO PEDESTRIAN WAY STEPPED DETAIL SCALE:1 1/2" = T-0" / 6-0" 0 0 0 0 0- ANCHOR, TYPICAL 24" 0 48" PLAN VIEW : N.T.S. BLOCKING ATTACHMENT INTO MASONRY: Y2" PIA. 5.5. EPDXY ANCHORS @ 45" O.G. 4 24" O.G. WITHIN 8'-0" OF A CORNER. (MIN. EMBEDMENT 3 Y2") TYPICAL EPDXY ANCHOR PREP AFTER DRILLED TO CORRECT WIDTH AND DEPTH REPEAT THE FOLLOWING TWO STEPS 4 TIMES PER HOLE BLOW OUT THE HOLE OIL FREE AIR/ 4 SEC. AT 50P51MIN. THEN BRUSH CLEAN 4 CYCLES PLUNGE UP 4 DOWN FULL DEPTH. TYPICAL WOOD BLOCKING FASTENING DETAIL SCALE:1 1/2" = 1-0" It Is a violation of the New York State Education Law, Article 145 Sec. 7209, for any person unless he is acting under the direction of a licensed professional Architect, Engineer or Land Surveyor to alter an item in any way. If an item bearing the seal of an Architect, Engineer or Land Surveyor Is altered, the altering Architect, 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 PROJECT NORTH CONSULTANT W U ¢~ CrQ W 161 HO PLAZA ITHACA, NY 14853 CLIENT PROJ. NO: 10902 Z- PROJECT NUMBER 319-18- 010 The Contractor shall verify all dimensions and notity the Architect in writing of any discrepancies. All drawings and specifications are the property of the Architect and shall be used only on the job designated. MARK DATE DESCRIPTION DRAWN JDT CHECKED DKA DATE 04/24/2019 SCALE AS NOTED SHEET TITLE TERRACE MASONRY DETAILS SI-EET NUMBER A-506 SHEET 28 OF CV N 12" X 98" EXHAUST PLENUM rEXHAUST FAN / Ar # X N '-EXHAUST FAN 2 SECOND FLOOR - ENLARGED PARTIAL PLA VI011 1/4"=1'-o" LJ y y --J--4 11 DEMOLISH EXHAUST FANS, AUTOMATIC DAMPERS, ALL ASSOCIATED DUCTWORK 3 SECTION THROUGH STAIRS v 011 / 3/4"4-01' SYMBOLS & ABBREVIATIONS SYMBOL DESCRIPTION (E) OR — — — — EXISTING EQUIPMENT REMOVE EXISTING EQUIPMENT bell spllla MCHIT 215 Wyoming Street Syracuse, NY 13204 P Tel (315) 488 - 0377 T Fax (315) 487.5947 Fi info@bellandspina.com www.bellandspina.com .CTS SII It is a violation of the New York State Education Law, Article 145 Sec. 7209, for any person unless he is acting under the direction of a licensed professional Architect, Engineer or Land Surveyor to alter an Item in any way. If an hem bearing the seal of an Architect, Engineer or Land Surveyor la altered, the altering Architect, Engineer or Land Surveyor chap 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 PROJECT NORTH CONSULTANT (""N Tatem 110 SOUTH ALBANY STREET ITHACA, NEW YORK 14850 PH: 607-277-1118 LL W Q CJ W.111 161 HO PLAZA ITHACA, NY 14863 CLIENT PROJ. NO: 10902 Z - oT�� PROJECT NUMBER 319-18-010 The Contractor shall verify all dimensions and notify the Architect In writing of any discrepancies At drawings and specifications are the property of the Architect and shall be used only on the Job designated. MARK DATE DESCRIPTION DRAWN DD CHECKED YB DATE 4/24/2019 SCALE AS NOTED SHEET TITLE MECHANICAL PLAN DEMO SHEET NUMBER M-011 SHEET 29 OF bi 12" X 98" EXHAUST PLENUM 7 DAY TIMECLOCK IN WEATHERPROOF ENCLOSURE MOUNTED TO CEILING OF MECHANICAL SPACE EF -1 EF -2 2 SECOND FLOOR — ENLARGED PARTIAL PLA n N 101 1/4"=1'-o" 20"0 EXHAUST FAN ON ISOLATION PADS FLEXIBLE CONNECTOR AUTOMATIC DAMPER PROVIDE FLANGED DUCT CONNECTIONS FOR REMOVAL SECTION OF DUCTWORK FOR FUTURE MAINTENANCE / 3 �SECTION THROUGH STAIRS 3/4*=1•—os SEAL PERIMETER -ACOUSTIC LINED DUCTWORK OLIN LIBRARY (2ND FLOOR) NOT IN CONTRACT 1 D FLOOR PLAN q\11 vie=v—os CLEAN EXISTING REGISTER, BALANCE TO 3,500 CFM EXHAUST FAN SCHEDULE UNIT. NO 4ANUFACTURER. MODEL PERFORMANCE ELECTRICAL DRIVE CFM TOTAL SP. VOLTS / PHASE NOIES EF -1 GREENHECK TCB -2-13-30 2000 208/3 DIRECT 1,2,3,4 EF -2 GREENHECK TCB -2- -30 200! 208/3 DIRECT 1,2,3,4 NOTES; 1. PROVIDE ALL MOUNTING HARDWARE AND DIRECT MOUNT RUBBER VIBRATION ISOLATION. 2, PROVIDE AUTOMATIC DAMPER 3_ PROVIDE UNIT MOUNTED SPEED CONTROLLER. 4. VERIFY LEFT/RIGHT HAND FOR MOTOR ACCESS, COORDINA I E 5. PROVIDE EXTENDED LUBE LINES LOUVER SEQUENCE OF OPERATION A. EXHAUST FAN (EF -1 & EF -2): 1. During unoccupied periods as determined by 7 day time clock, exhaust fan shall be disabled. Exhaust air motorized dampers shall be closed. 2. During occupied periods as determined by 7 day time clock, exhaust fan shall be enabled. Exhaust air motorized dampers shall be open 100°%0. . 3, Provide speed controller for balancing of system, bell spllla ARCHITECTS 215 Wyomilg Street Syracuse, NY 13204 Tel (315) :: -0377 Fax (315) 487.5947 info@bellandspina.com www.bellandspina.com It is a violation of the New York State Education Law, Article 145 Sec. 7209, for any person unless he is acting under the direction of a licensed professional Architect, Engineer or Land Surveyor to alter an Item in any way. If an item bearing the seal of an Architect, Engineer or Land Surveyor Is altered, the altering Architect, 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 PROJECT NORTH CONSULTANT ("'N Tatem 110 SOUTH ALBANY STREET ITHACA, NEW YORK 14850 PH: 607-277-1118 W Q- CC W0 161 HO PLAZA ITHACA, NY 14863 CLIENT PROJ. NO: 10902 Z J PROJECT NUMBER 319-18-010 The Contractor shall verify all dimensions and notify the Architect In writing of any diacrepanciea All drawings and specifications are the property of the Architect and shall be used only on the Job designated. MARK 1 DATE DESCRIPTION DRAWN DD CHECKED YB DATE 4/24/2019 SCALE AS NOTED SHEET TITLE MECHANICAL PLAN NEW SHEET NUMBER M-101 SHEET 30 OF N N LIGHTING FIXTURE SCHEDULE PROVIDE AS SPECIFIED OR APPROVED EQUAL MARK ITEM MANUF MODEL DESCRIPTION LAMP NOTES A POLE—MOUNT FIXTURE HADCO BY SIGNIFY CXF6-32-62—A—I-2—W—A-3 PENDANT LANTERN, SIDE ARM MOUNT, GRAY COLOR, 3000K LED — 35W PROVIDE 10' VALMONT POLE #100040505JJ OR 12' VALMONT POLE #120040505JJ. REFER TO PLANSET FOR POLE HEIGHT LOCATIONS. PROVIDE WET—RATED PHOTOCELL AT EACH POLE TO CONTROL LIGHT FIXTURES. B WALL—MOUNT FIXTURE HADCO BY SIGNIFY CXF6-32—G2—W—I-2—W—A-3 PENDANT LANTERN, WALL—MOUNTED FIXTURE, GRAY COLOR, 3000K LED — 35W PROVIDE PHOTOCELL TO CONTROL EACH FIXTURE. C ILLUMINATED HANDRAIL INTENSEWHERE LIGHTING BY LEVITON IVR15—RPS—ST—W—HO-30-30AS—I WALL—MOUNTED ILLUMINATED HANDRAIL, HIGH OUTPUT, 3000K, 30' ASYMMETRIC DISTRIBUTION LED — 4.6W/FT PROVIDE IVR—RPS-2-0T96 REMOTE POWER SUPPLIES IN NEMA4X BOX INDICATED ON PLANSET. PROVIDE PHOTOCELL ON NORTH SIDE OF MECHANICAL ENCLOSURE TO CONTROL CIRCUIT FEEDING ILLUMINATED HANDRAIL. NOTES: 1. ALL FIXTURES TO BE CONTROLLED BY PHOTOCELLS. SYMBOL LEGEND f-' J ET EP PC O �F WP AC/BC O HOME RUN CIRCUIT BREAKER PANEL — NEW SAFETY SWITCH — UNFUSED SAFETY SWITCH — FUSED JUNCTION BOX SURFACE MOUNTED FIXTURE WALL MOUNTED FIXTURE POLE MOUNTED FIXTURE PHOTOCELL QUADRUPLEX RECEPTACLE DUPLEX RECEPTACLE GROUND FAULT CIRCUIT INTERRUPTER WEATHERPROOF ABOVE/BELOW COUNTER LIGHTING PROTECTION SYSTEM TERMINAL CONDUCTOR CABLE 215 Wyoming Street Syracuse, NY 13204 .CTS Tel (315) 488.0377 T Fax (315) 487 - 5947 Fax 487 a info@bellandspina.com www.bellandspina.com It is a violation of the New York State Education Law, Article 145 Sec7209, for any person uriess he is acting under the direction of a licensed professional Architect, Engineer or Land Surveyor to alter an Item in any way. If an Item bearing the seal of an Architect, Engineer or Land Surveyor Is altered, the altering Architect, Engineer or Land Surveyor shah 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. PROJECT NORTH CONSULTANT r's4 Taitem 110 SOUTH ALBANY STREET ITHACA, NEW YORK 14850 PH: 607-277-1118 LL LLJ (....) Q_OQE- °C CC W 161 HO PLAZA ITHACA, NY 14863 CLIENT PROJ. NO: 10902 Z _I 0 PROJECT NUMBER 319-18-010 The Contractor shall verify all dimensions and notify the Architect in writing of any discrepancies. All drawings and specifications are the property of the Architect and shall be used only on the job designated. MARK DATE DESCRIPTION DRAWN AEL CHECKED YB DATE 4/24/2019 SCALE AS NOTED SHEET TITLE NOTES, LEGEND, SCHEDULE SHEET NUMBER E- 001 SHEET 31 OF 34 N G A 0 IS: 1. CIRCUITS SHOWN ARE TAKEN FROM EXISTING DRAWINGS AND HAVE NO BEEN VERIFIED. CONTRACTOR TO CONFIRM ALL CIRCUITING TO PLAZA DEVICES ARE EXISTING AND FUNCTIONAL. K -Y D \0 -S. OREMOVE INDICATED LIGHT FIXTURES AND POLES. RETURN DEMOLISHED FIXTURES TO BUILDING MANAGER FOR RECYCLING. MAINTAIN CIRCUITING, PULLING CONDUCTORS BACK TO JUNCTION BOXES ON CEILING BELOW ROOF FOR REUSE. REFER TO KETYNOTE 1 ON E101 FOR LOCATIONS WHERE CIRCUIT FEEDS THROUGH ROOF ARE TO REMAIN. COORDINATE PROTECTION OF FORE THROUGHS DURING CONSTRUCTION WITH ROOFING CONTRACTOR. OREMOVE LIGHT FIXTURES IN WALL. PROTECT JUNCTION BOXES AND CIRCUITING BETWEEN FIXTURES DURING DEMOLITION. CO RECEPTACLES MOUNTED ON UNDERSIDE OF RAISED TERRACE SLAB TO REMAIN. PROTECT DEVICES AND CIRCUITING DURING DEMOLITION. OREMOVE ELECTRICAL CONNECTIONS TO EXHAUST FANS LOCATED UNDER STAIR. PULL CONDUCTORS BACK TO JUNCTION BOX FOR REUSE. OREMOVE LIGHTNING TERMINALS FROM ROOF, PROTECTING FOR REUSE. REMOVE COPPER CONDUCTOR CABLE AND CABLE HOLDERS FROM ROOF. PROTECTING CONNECTION TO EXISTING GROUNDING SYSTEM AND EXISTING LIGHTNING PROTECTION SYSTEM ON UPPER ROOF, CUT CABLE AND COIL UP FOR RECONNECTION TO NEW LIGHTNING PROTECTION SYSTEM. CIRCUIT BG/1 0 TO BE REFED TO ILLUMINATED HANDRAIL DRIVERS. REFER TO E101 FOR DRIVER LOCATIONS. SBBI22,23 11•111111111111111111.111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 IIS REMOVE ABANDONED ELECTRICAL DISCONNECT ON BUILDING EXTERIOR OLIN LIBRARY (2ND FLOOR) NOT IN CONTRACT n P CA D -V O io PLA\ �01 1/16=1'-0" N bell spllla ARCHIT 215 Wyomilg Street Syracuse, NY 13204 Tel (315) :: - 0377 Fax (315) 487.5947 info@bellandspina.com www.bellandspina.com .CTS It is a violation of the New York State Education Law, Article 145 Sec. 7209, for any person unless he is acting under the direction of a licensed professional Architect, Engineer or Land Surveyor to alter an Item in any way. If an item bearing the seal of an Architect, Engineer or Land Surveyor Is altered, the altering Architect, 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 PROJECT NORTH CONSULTANT ("'N Tatem 110 SOUTH ALBANY STREET ITHACA, NEW YORK 14850 PH: 607-277-1118 LLJ Q- CC W= LUG� 161 HO PLAZA ITHACA, NY 14863 CLIENT PROJ. NO: 10902 Z O PROJECT NUMBER 319-18-010 The Contractor shall verify all dimensions and notify the Arcl tact In writing of any diacrepanciea Al drawings and specifications are the property of the Architect and shall be used only on the Job designated. MARK 1 DATE DESCRIPTION DRAWN CHECKED AEL YB DATE SCALE 4/24/2019 AS NOTED SHEET TITLE ELECTRICAL DEMO PLAN SHEET NUMBER E- 011 SHEET 32 OF N BG/10 EXTEND EXISTING CIRCUIT BG/10 IN NEW CONDUIT TO NEW JUNCTION BOX FOR HANDRAIL LIGHTING, RUN CONDUIT ALONG CEILING AND OUT THROUGH WALL. EXISTING LIGHT POLE LOCATIONS, TYP. NEW LIGHT POLE LOCATION, TYP. EXTEND EXISTING CIRCUIT BG/12 IN NEW CONDUIT TO NEW LIGHT POLE LOCATION. RUN CONDUIT ALONG CEILING. NEW CONDUIT RUN ON CEILING NEW CONDUIT RUN ON CEILING • *` ®y NEW CONDUIT RUN ON CEILING ®: ; o 41* NII k 4 Iiir EXTEND EXISTING CIRCUIT BG/11 IN CONDUIT v TO NEW LIGHT POLE. RUN CONDUIT ALONG CEILING. /// / '—DO NOT DISTURB EXISTING / CEILING (ACM CONTAINING) / EXTEND CIRCUIT BG/13 IN NEW CONDUIT TO NEW LIGHT POLE LOCATION. RUN CONDUIT ALONG CEILING. DO NOT DISTURB EXISTING CEILING (ACM CONTAINING) -_W R CA WOR 1S _OOR RCP �10 1/16"=1' DRIVER IVR -RPS -2-0 •6 IN NEMA 4X UL -LISTED OUTDOOR RATED PVC BOX, MOUNT D IN MECHANICAL FAN SPACE. COORDINATE INSTA TION WITH MECHANICAL WORK TO MAINTAIN ACCESSIBILITY FOR MAINTENANCE. COPPER CONDUCTOR CABLE DOWN TO EXISTING GROUNDING ELECTRODE EXISTING LIGHTNING AIR TERMINAL ON NEW BASE, 7 - SECURED TO ROOF SURFACE WITH ADHESIVE, TYP DRIVER IVR -RPS -2-0T96 IN NEMA 4X UL -LISTED OUTDO R RATED PVC BOX, MOUNTED UN ER DRIP EDGE BG/12 TYPE A FIXTURE ON 12' POLE 0 COPPER CONDUCTOR CABLE DOWN TO EXISTING GROUNDING ELECTRODE c 1. =RA \0 =Se ACCESS TO CIRCUITS FEEDING ROOF LIGHTING WILL REQUIRE REMOVAL AND REPLACEMENT OF CEILING TILES IN ROOM BELOW ROOF. COORDINATE WITH BUILDING MANAGER TO ENSURE PROPER MATCHING OF CEILING TILES WHEN REBUILDING CEILING AT END OF PROJECT. 2. REMOVE CONTROL OF EXTERIOR LIGHT FIXTURES FROM EXISTING LIGHTING CONTACTOR, LOCATED IN BASEMENT. FIXTURES TO BE CONTROLLED BY PROVIDED PHOTOCELLS. 3. COORDINATE ALL EXPOSED CONDUIT PATHS WITH ARCHITECTURAL WORK. 4. ALL EXTERIOR FASTENERS TO BE 300 SERIES STAINLESS STEEL. Y D \ 0 -So OPROVIDE NEW TYPE A FIXTURE ON NEW POLE. REUSE ROOF FEEDTHROUGH AND EXISTING CIRCUIT FROM DEMOLISHED POLE IN SAME LOCATION. PROVIDE NEW BASE PLATE FOR POLE ATTACHMENT. COORDINATE WITH ARCHITECTURAL WATERPROOFING DETAILS. OPROVIDE NEW TYPE A FIXTURE ON NEW POLE. CIRCUITS TO BE FED FROM CEILING BELOW ROOF. COORDINATE FEEDTHROUGH LOCATIONS WITH ROOF CONSTRUCTION. PROVIDE NEW BASE PLATE FOR POLE ATTACHMENT. COORDINATE WITH ARCHITECTURAL WATERPROOFING DETAILS. QPROVIDE NEW WALL -MOUNTED FIXTURES, MOUNTED TO PROTECTED JUNCTION BOX. RECONNECT CIRCUITING AS INDICATED. LIGHT FIXTURES TO BE CONTROLLED BY PROVIDED PHOTOCELLS. OREINSTALL LIGHTNING TERMINALS PROTECTED DURING DEMOLITION ON NEW CLASS I TERMINAL BASES. PROVIDE NEW CLASS I COPPER CONDUCTOR CABLE BETWEEN TERMINALS, SECURING TO ROOF WITH NEW CABLE HOLDERS AS REQUIRED. RE-ESTABLISH CONNECTION TO EXISTING GROUNDING SYSTEM. RE-ESTABLISH CONNECTION BETWEEN LIGHTNING PROTECTION SYSTEM ON UPPER ROOF AND EXISTING GROUNDING SYSTEM. CONFIRM ISOLATION OF LIGHTNING PROTECTION SYSTEM FROM BUILDING GROUNDING SYSTEM. SYSTEM SHALL BE INSTALLED AND INSPECTED ACCORDING TO UL STANDARDS TO MAINTAIN UL MASTERLABEL. OPROVIDE PHOTOCELL MOUNTED ON NORTH SIDE OF MECHANICAL FAN ENCLOSURE TO CONTROL CIRCUIT FEEDING ILLUMINATED HANDRAIL. Q EXTEND PROTECTED CIRCUIT TO NEW EXHAUST FANS INSTALLED UNDER STAIR. COORDINATE CONNECTION WITH MECHANICAL CONTRACTOR. 07 DRIVERS FOR HANDRAIL LIGHT FIXTURES TO BE LOCATED IN NEMA 4X JUNCTION BOXES AT INDICATED LOCATIONS. REFER TO SHEET E-201 FOR ROUTING OF ELECTRICAL POWER TO HANDRAILS FROM DRIVER LOCATIONS. REFER TO KEYNOTE 6 ON SHEET E-011 FOR CIRCUITING TO DRIVERS. SBB/22,23 TYPE A FIXTURE ON 10' POLE A FIXTURE ON 10' POL BG/11 BG/13 ON—TYPE —TYPE A FIXTURE ON 12' POLE FOUR SECTION ATTACHED TO ARCH ITECTURA DETAILS. COPPER CON UPPER ROOF LI OF ILLUMINATED HANDRAIL ARDRAIL. REFER TO ELEVATIONS FOR ATTACHMENT TYPE A FIXTURE ON 10' POL TYPE A FIXTURE ON 10' POLE UCTOR CABLE FROM HTNING PROTECTION SYSTEM PPER CONDUCTOR CABLE FR PER ROOF LIG TNI STEM M STIMSON HALL COPPER CON UPPER ROOF LI UCTOR CABLE FROM HTNING PROTECTION COPPER CONDU UPPER ROOF LIG SYSTEM R CABLE FROM ING PROTECTION COPPER CONDUCTOR CABLE DOWN TO EXISTING GROUNDING ELECTRODE -W - R CA WOR K =RRA 0:1/1 1/16»=1,_Q„ COPPER CONDUCTOR CABLE DOWN TO EXISTING GROUNDING ELECTRODE N bell spffia ARCHITECTS 215 Wyoming Street Syracuse, NY 13204 Tel (315) - 0371 Fax (315) 487.5947 info@bellandspina.com www.bellandspina.com It is a violation of the New York State Education Law, Article 145 Sec. 7209, for any person unless he is acting under the direction of a licensed professional Architect, Engineer or Land Surveyor to alter an Item in any way. If an item bearing the seal of an Architect, Engineer or Land Surveyor Is altered, the altering Architect, Engineer or Land Surveyor shale affix to the Item his seal and the notation 'altered by" fofowed by his signature and the date of such alteration, and a specific description of the alteration. PROJECT NORTH CONSULTANT r*N. Taitem 110 SOUTH ALBANY STREET ITHACA, NEW YORK 14850 PH: 607-277-1118 u. J Z (..) Z a_ Q— Liu 161 HO PLAZA ITHACA, NY 14863 CLIENT PROJ. NO: 10902 Z°- __j 0 PROJECT NUMBER 319-18-010 The Contractor shall verify all dimensions and notify the Architect in writing of any discrepancies. Al drawtngs and specifications are the property of the Architect and shall be used only on the job designated. MARK DATE DESCRIPTION DRAWN AEL CHECKED YB DATE 4/24/2019 SCALE AS NOTED SHEET TITLE TERRACE POWER PLAN SHEET NUMBER E-101 SHEET 33 OF 34 N NOTE: REFER TO ARCHITECTURAL DRAWINGS FOR RAILING LAYOUT AND CONFIGURATION. LIGHTING TO EXTEND ALL THE WAY TO END OF HANDRAIL. aimmumnommunummuummammomumumml� NOTE: DETAIL IS SYMMETRIC FOR BOTH SIDES OF MECHANICAL FAN SPACE. ELECTRICAL FEEDS FOR BOTH SECTIONS OF ILLUMINATED HANDRAIL (NORTH AND SOUTH END OF STAIR) TO OCCUR IN SIMILAR MANNER. (1--A\DRA -CTR CA PP -R MOUNT JUNCTION BOX WITH DRIVERS FOR ILLUMINATED HANDRAIL UNDERNEATH OVERHANG ON EAST SIDE OF LOWER LANDING. SLEEVE CONDUIT UP THROUGH CONCRETE INTO FALSE GUARDRAIL VERTICAL POST ABOVE JUNCTION BOX. RUN ADDITIONAL CONDUIT UNDER DRIP EDGE TO GUARDRAIL SECTION ON SOUTH EAST END OF LOWER LANDING. SLEEVE CONDUIT UP THROUGH CONCRETE INTO FALSE GUARDAIL POST. CONDUCTORS FROM DRIVERS IN JUNCTION TO RUN UP GUARDRAIL POST AND TO CONNECTION POINTS FOR ILLUMINATED HANDRAIL. NOTE: REFER TO ARCHITECTURAL DRAWINGS FOR RAILING LAYOUT AND CONFIGURATION. II,_:.. l: F R CA _OAU -R SLEEVE CONDU T THROUGH TREAD OVERHANG AND INTO FALSE GUARDRAIL VERTICAL POST, CONDUCTORS TO RUN THROUGH VERTICAL POST TO ILLUMINATED HANDRAIL FEED LOCATED AT END OF RAIL SECTION. REFER TO ARCHITECTURAL DRAWINGS FOR FALSE GUARD RAIL VERTICAL POST LOCATIONS. JUNCTION BOX CONTAINING DRIVERS FOR ILLUMINATED HANDRAIL TO BE MOUNTED IN ACCESSIBLE LOCATION TO ALLOW FOR EASE OF MAINTENANCE; COORDINATE INSTALLATION WITH MECHANICAL WORK CONDUIT CONTAINING CIRCUIT FOR ILLUMINATED HANDRAIL, RUN FROM DRIVERS. bell spllla ARCHIT 215 Wyomilg Street Syracuse, NY 13204 Tel (315) :: - 0377 Fax (315) 487.5947 info@bellandspina.com www.bellandspina.com .CTS tckr It is a violation of the New York State Education Law, Article 145 Sec. 7209, for any person unless he is acting under the direction of a licensed professional Architect, Engineer or Land Surveyor to alter an Item in any way. If an item bearing the seal of an Architect, Engineer or Land Surveyor Is altered, the altering Architect, 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 PROJECT NORTH CONSULTANT ("'N Tatem 110 SOUTH ALBANY STREET ITHACA, NEW YORK 14850 PH: 607-277-1118 LL W Q— CC W0 161 HO PLAZA ITHACA, NY 14863 CLIENT PROJ. NO: 10902 Z J PROJECT NUMBER 319-18-010 The Contractor shall verify all dimensions and notify the Architect In writing of any diacrepanciea All drawings and specifications are the property of the Architect and shall be used only on the Job designated. MARK 1 DATE DESCRIPTION DRAWN AEL CHECKED YB DATE 4/24/2019 SCALE AS NOTED SHEET TITLE ELECTRICAL DETAILS SHEET NUMBER E-201 SHEET 34 OF 34