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HomeMy WebLinkAboutSigma Alpha EpsilonDECK DN UP DN UP 122 MCGRAW PL. 4743 2 MCGRAW PL. 4732 109 MCGRAW PL. 4778STEWART AVE.WILLARD WAYM C G R A W P L. AREA OF WORK 4705 AREA OF WORK DRAWING LIST GENERAL T-001 TITLE SHEET ARCHITECTURAL A-000 CODE PLAN - 2ND FLOOR, GENERAL NOTES, SYMBOLOGY, AND ABBREVIATIONS A-001 STRUCTURAL GENERAL NOTES A-101 DEMOLITION PLAN & EXISTING PHOTOS A-102 PROPOSED DECK PLAN AND FRAMING PLAN A-501 DETAILS AND SECTIONS A-502 SECTIONS AND 3D PERSPECTIVES N CORNELLUNIVER S IT Y F O U NDED5681ADCornell UniversityFacilities EngineeringIT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. WARNING:Ithaca, New YorkDATE: FACILITY: DESIGN: DRAWN: ARCH/STRUCT: CIVIL/ENV: ELECTRICAL: MECHANICAL: Cornell University Ithaca, New York PROJECT SCOPE Humphreys Service Building; Ithaca, N.Y. Architectural & Structural, Civil & Environmental, Mechanical and Electrical Engineering Facilities Engineering ARCHIVE BAR CODEFE DESIGN 9204384A 122 McGraw PlaceT-001 TITLE SHEETROOF DECK REPLACEMENTROOF DECK REPLACEMENT jgc 4743 FEBRUARY 3, 2016 LOCATION PLAN - 122 MCGRAW PLACE - 2ND FLOOR SITE PLAN - 122 MCGRAW PLACE N N The purpose of this project is to remove and replace the existing wood deck and railing. A new deck, railing, and fence will be built on the existing roof structure. An ADA ramp will also be built to provide access to the new deck. REVISIONS 1 11/23/16 ISSUE FOR DD REVIEW 2 2/3/17 ISSUE FOR CONSTRUCTION DN UP DN UP BUILDING CODE SUMMARY 1. OCCUPANCY CLASSIFICATION:GROUP "R-2" - RESIDENTIAL 2. CONSTRUCTION TYPE:3B 3. CLASSIFICATION OF WORK:ALTERATION - LEVEL 1 (DECK) ALTERATION - LEVEL 2 (RAMP) 4. GSF AREA OF ALTERATION:1100 GSF (LEVEL 1) 100 GSF (LEVEL 2) 5. BUILDING SPRINKLERS:YES CODE PLAN KEY ALTERATION - LEVEL 1 ALTERATION - LEVEL 2 A101 1 SIM 101 A101 1 1 1 1 0 Name Elevation N 1 101 1 A101 SIM X-X X 1t DN 1 A101 SIM 1 A101 SIM A101 1 Ref 1Ref 1 Ref1 Ref A101 1 Ref 1 Ref1Ref 1 RefKEYNOTE - DEMOLITION KEYNOTE - RENOVATION WALL - EXISTING TO REMAIN WALL - METAL STUD/ GWB WALL - CONCRETE WALL - CMU WALL - BRICK ITEMS FOR DEMOLITION DOOR - EXISTING TO REMAIN DOOR - NEW DOOR - EXISTING TO BE REMOVED TAG - DOOR TAG - WINDOW TAG - WALL 1 1 TAG - ROOM # CENTER LINE EXTERIOR ELEVATION INTERIOR ELEVATION PHOTO REFERENCE SECTION MARKER BUILDING SECTION MARKER DETAIL MARKER CALLOUT MARKER NORTH ARROW LEVEL MARKER COLUMN GRID MARKER ELEVATION MARKER REVISION MARKER UP ELEVATION CHANGE ARROWS BREAK LINE SYMBOLSABBREVIATIONS A &AND @ AT ACT ACOUSTICAL CEILING TILE ALT ALTERNATE ALUM ALUMINUM AVG AVERAGE AFF ABOVE FINISH FLOOR B BD BOARD BLDG BUILDING BOD BOTTOM OF DECK BSMT BASEMENT C CG CORNER GUARDS CJ CONTROL JOINT CLG CEILING CL CENTER LINE CLR CLEAR CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONF CONFERENCE CONT CONTINUOUS CORR CORRIDOR CPT CARPET CRS COURSE(S) CT CERAMIC TILE D DEMO DEMOLITION DF DRINKING FOUNTAIN DIA DIAMETER DIM DIMENSION DN DOWN DO DOOR OPENING DWG DRAWING E EA EACH EJ EXPANSION JOINT ELEC ELECTRIC ELEV ELEVATION/ ELEVATOR EPDM RUBBER ROOF MEMBRANE EQ EQUAL EX'G EXISTING EXT EXTERIOR F FD FLOOR DRAIN FDN FOUNDATION FEC FIRE EXTINGUISHER CABINET FFE FINISH FLOOR ELEVATION FRP FIBER REINFORCED POLYESTER FT FOOT/FEET FTG FOOTING G GA GAGE GALV GALVANIZED GC GENERAL CONTRACTOR GEN GENERAL GL GLASS GWB GYPSUM WALL BOARD H HC HANDICAPPED HT HEIGHT HM HOLLOW METAL HR HOUR HVAC HEATING, VENTILATING & AC J JAN JANITOR L LAV LAVATORY LB/#POUND LGMF LIGHT GAGE METAL FRAMING M MFR MANUFACTURER MAT MATERIAL MAX MAXIMUM MEZZ MEZZANINE MIN MINIMUM MO MASONRY OPENING MTL METAL N NA NOT APPLICABLE NIC NOT IN CONTRACT NR NOT RATED NTS NOT TO SCALE O OC ON CENTER OD OUTSIDE DIAMETER OPNG OPENING OSB ORIENTER STRAND BOARD P +/-PLUS OR MINUS PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT PRESSURE TREATED Q QTY QUANTITY R R RISER RD ROOF DRAIN REF REFRIGERATOR REQ REQUIRED REV REVISION RO ROUGH OPENING RTU ROOF TOP UNIT S SHTG SHEATHING SIM SIMILAR SF SQUARE FOOT/ FEET SS STAINLESS STEEL STL STEEL STD STANDARD T T TREAD T&G TONGUE & GROOVE TEL TELEPHONE TEMP TEMPERATURE TOS TOP OF STEEL TV TELEVISION TYP TYPICAL U UEV UNEVEN DOORS W/ VISION PANEL UEF UNEVEN FLUSH DOOR V VCT VINYL COMPOSITION TILE VIF VERIFY IN FIELD W W/O WITHOUT WD WOOD AREA OF LEVEL 1 WORK AREA OF LEVEL 2 WORK N CORNELLUNIVER S IT Y F O U NDED5681ADCornell UniversityFacilities EngineeringIT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. WARNING:Ithaca, New YorkDATE: FACILITY: DESIGN: DRAWN:ARCHIVE BAR CODEARCH/STRUCT: CIVIL/ENV: ELECTRICAL: MECHANICAL:122 McGraw PlaceA-000 CODE PLAN - 2ND FLOOR, GENERAL NOTES, SYMBOLOGY, AND ABBREVIATIONSROOF DECK REPLACEMENTJ. COOLBAUGH jgc 4743 FEBRUARY 3, 2016 9204384A GENERAL NOTES 1.0 DESIGN, CONSTRUCTION AND SAFETY SHALL CONFORM TO ALL LOCAL, STATE AND OWNER SPECIFIC CODES, INCLUDING (BUT NOT LIMITED TO) THE NEW YORK STATE UNIFORM FIRE PROTECTION AND BUILDING CODE, LATEST REVISION, THE NFPA 101 LIFE SAFETY CODE, LATEST REVISION, ANSI A117.1 - LATEST REVISION, OSHA, AND ANY OTHER CODES GOVERNED BY THE JURISDICTION IN WHICH THIS PROJECT IS BEING CONSTRUCTED. 2.0 THIS CONTRACT REQUIRES COMPLETE, FINISHED WORKABLE PROJECT OF THE AREAS INDICATED BY THE CONTRACT DOCUMENTS, AND SHALL INCLUDE ALL MATERIALS AND LABOR NECESSARY TO COMPLETE, REGARDLESS OF WHETHER OR NOT ALL WORK OR EACH ITEM IS SPECIFICALLY INDICATED ON ANY OTHER PORTION OF THE DRAWINGS AND / OR NOTES. 3.0 WHERE MATERIALS REFERENCED ON DRAWINGS, OR NECESSARY TO COMPLETE THE WORK OF THIS CONTRACT ARE NOT SPECIFIED HEREIN, PROVIDE BEST QUALITY MATERIALS. WHERE MATERIALS ARE INTENDED TO MATCH EXISTING, PROVIDE CLOSEST POSSIBLE MATCH, SUBJECT TO OWNER'S APPROVAL. ALL ITEMS AND WORK ON DRAWINGS ARE NEW, UNLESS INDICATED EXISTING. ALL WORK WHICH HAS BEEN DAMAGED SHALL BE REPAIRED OR REPLACED AT NO COST TO THE OWNER. WHERE ITEMS CAN NOT BE REPAIRED TO A ""NEW CONDITION"", OR WHERE THE STRUCTURAL INTEGRITY HAS BEEN AFFECTED, ITEMS SHALL BE REPLACED AT NO COST TO THE OWNER. 4.0 CONTRACTOR IS RESPONSIBLE TO VERIFY ALL SITE, FIELD AND BUILDING CONDITIONS PRIOR TO SUBMITTING BIDS AND COMMENCING WORK. IF THERE ARE ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS, NOTIFY THE PROJECT MANAGER, WHO WILL REQUEST CLARIFICATION FROM THE ARCHITECT/ENGINEER AND PROVIDE CLARIFICATION IN WRITING. 5.0 WHERE EXISTING CONSTRUCTION OR ITEMS HAVE BEEN INFILLED, REMOVED AND / OR DISTURBED FOR INSTALLATION OF NEW WORK, CAUSING THE EXPOSURE OF UNFINISHED AND/OR DAMAGED SURFACES RESULTING SURFACES AND INFILLED SURFACES SHALL BE RECONSTRUCTED WITH MATERIALS TO MATCH FINISHED AREAS. ALL ABANDONED OPENINGS (i.e. DUCT/PIPE REMOVALS, ETC.) AT WALLS, ROOF OR FLOOR TO BE INFILLED SOLID. 6.0 WORK IS REQUIRED IN VARIOUS PORTIONS OF THE FACILITY TO EXECUTE WORK OF OTHER TRADES (i.e. ELECTRICAL, MECHANICAL). ALTHOUGH NOT NECESSARILY SHOWN ON DRAWINGS, WORK IS REQUIRED IN THESE AREAS CONSISTING OF REMOVAL / REPLACEMENT OF CEILINGS, WALLS, FINISHES, PAVEMENT AND OTHER CONSTRUCTION AS NECESSARY TO PERFORM WORK AND RESTORE THESE SPACES OR AREAS TO ORIGINAL CONDITION. 7.0 GENERAL CONTRACTOR IS TO COORDINATE WORK OF ALL TRADES. SCHEDULE WORK PROGRESS THROUGHOUT THE ENTIRE PROJECT TO PREVENT CONFLICTS AND INTERFERENCES. OBTAIN ALL NECESSARY INFORMATION SUCH AS SIZES, LOCATIONS, TEMPLATES, LAYOUT, DIMENSIONS AND ALL OTHER INFORMATION NECESSARY FOR A PROPER AND WELL COORDINATED INSTALLATION. PRIOR TO INSTALLATION OF ITEMS, VERIFY AND CONFIRM WITH EACH CONTRACTOR EXACT LOCATION OF ALL ITEMS. 8.0 ALL PENETRATIONS (EXISTING OR NEW) THROUGH FLOORS AND FULL HEIGHT WALLS - IN AREA OF WORK TO BE FIRE STOPPED. ALL GAPS AND JOINTS AT RATED FLOORS, ROOFS AND WALLS TO BE FIRE & SMOKE STOPPED. GAPS AND JOINTS INCLUDE (BUT ARE NOT LIMITED TO) TOP OF WALL TO FLOOR OR ROOF DECK, WALL TO BEAMS, AND CONTROL OR EXPANSION JOINTS. FIRE STOPPING INCLUDES BOTH FORM OR PACKING MATERIAL AND THE FILL, VOID OR CAVITY MATERIAL. PROVIDE AND INSTALL LABELING REQUIRED BY CODE. LABELS SHALL INCLUDE PENETRATION TYPE WITH UL LISTING USED, MATERIAL USED, DATE INSTALL AND NAME OF INSTALLER. 9.0 JOBSITE WILL BE CLEANED DAILY AND DEBRIS REMOVED TO CONTAINERS OR TO VEHICLE WHICH WILL REMOVE DEBRIS FROM CAMPUS. CONTAINERS WILL BE REMOVED AS SOON AS FULL OR WHEN THE PROJECT HAS PROGRESSED TO A POINT THAT A CONTAINER IS NO LONGER REQUIRED. 10.0 CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL AREAS USED TO BRING SUPPLIES AND EQUIPMENT INTO THE PROJECT AREA. ANYDAMAGE TO AREAS OUTSIDE THE PROJECT AREA INCLUDING BUT NOT LIMITED TO THE LOBBY AND CORRIDOR SHALL BE REPAIRED AT NO COST TO THE OWNER. SCOPE OF WORK 1.0 REMOVE EXISTING WOOD DECK AND RAILING DOWN TO EXISTING ROOF MEMBRANE. 2.0 PROVIDE NEW PRESSURE TREATED WOOD FRAMING AND COMPOSITE DECK BOARDS. 3.0 PROVIDE NEW METAL POSTS AND CABLE RAILING SYSTEM. 4.0 REINFORCE EXISTING CONCRETE SUPPORT BEAM WITH STEEL CHANNELS. 5.0 PROVIDE NEW PRIVACY WALL AT SOUTH END OF ROOF COMPOSED OF STEEL SUPPORTS AND WOOD FRAMING. 6.0 PROVIDE NEW ADA RAMP FOR ACCESS TO DECK. REVISIONS 1 11/23/16 ISSUE FOR DD REVIEW 2 2/3/17 ISSUE FOR CONSTRUCTION SCALE: 1/8" = 1'-0"1 CODE PLAN - 2ND FLOOR 0 4 8 16 SCALE: 1/8"=1'-0" N N CORNELLUNIVER S IT Y F O U NDED5681ADCornell UniversityFacilities EngineeringIT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. WARNING:Ithaca, New YorkDATE: FACILITY: DESIGN: DRAWN:ARCHIVE BAR CODEARCH/STRUCT: CIVIL/ENV: ELECTRICAL: MECHANICAL:122 McGraw PlaceA-001 STRUCTURAL GENERAL NOTESROOF DECK REPLACEMENTJ. COOLBAUGH jgc 4743 FEBRUARY 3, 2016 9204384A CD-1 PERFORM ALL CONSTRUCTION IN CONFORMANCE WITH THE BUILDING AND DESIGN CODES REFERENCED WITHIN THESE DOCUMENTS. THE PROJECT DOCUMENTS REFER TO THE FOLLOWING CODES AND STANDARDS, UON: 2015 BUILDING CODE OF NEW YORK STRUCTURAL STEEL: "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS” LATEST EDITION CONFORMING TO THE PROVISIONS OF LOAD RESISTANCE FACTOR DESIGN, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC-LRFD) WOOD: "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" AMERICAN NATIONAL STANDARDS INSTITUTE / AMERICAN FOREST & PAPER ASSOCIATION (ANSI/AF&PA NDS) CD-2 LIVE LOADS: ROOFS: 40 PSF BALCONIES & DECKS:100 PSF CD-3 SUPERIMPOSED DEAD LOADS: DECK FRAMING: 15 PSF CD-4 SNOW LOADS: FLAT ROOF SNOW LOAD (Pf): 31 PSF GROUND SNOW LOAD (Pg)40 PSF SNOW EXPOSURE FACTOR (Ce):1.0 SNOW LOAD IMPORTANCE FACTOR (Is): 1.0 THERMAL FACTOR (Ct):1.0 SNOW DRIFTING PER CODE CD-5 WIND LOAD DESIGN DATA: WIND LOAD ON OTHER STRUCTURES - MWFRS BASIC WIND SPEED, V 115 MPH EXPOSURE C WIND IMPORTANCE FACTOR (Iw)1.0 BUILDING CATEGORY II VELOCITY PRESSURE 28.2 PSF CD-6 SEISMIC LOAD DESIGN DATA: RISK CATEGORY II SEISMIC DESIGN CATEGORY B Ss 0.126 g S1 0.056 g SDS 0.134 g SD1 0.09 g SEISMIC DESIGN CATEGORY B GENERAL REQUIREMENTS GR-1 THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE UNTIL THE CONSTRUCTION OF THE STRUCTURE REACHES ITS FINAL CONDITION. GR-2 THE SPECIFICATIONS ARE AN INTEGRAL PART OF THE CONTRACT DOCUMENTS AND SHALL BE USED IN CONJUNCTION WITH THE STRUCTURAL DRAWINGS. GR-3 THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS AND COORDINATE WITH THE STRUCTURAL DRAWINGS, ARCHITECTURAL DRAWINGS, DRAWINGS FROM OTHER CONSULTANTS, PROJECT SHOP DRAWINGS AND FIELD CONDITIONS. GR-4 IN CASES OF CONFLICT BETWEEN DRAWINGS AND/OR SPECIFICATIONS AND OTHER DISCIPLINES OR EXISTING CONDITIONS, CONTRACTOR SHALL NOTIFY THE DESIGN PROFESSIONALS AND OBTAIN CLARIFICATION PRIOR TO BIDDING AND PROCEEDING WITH WORK. GR-5 APPLY DETAILS, SECTIONS, AND NOTES ON THE DRAWINGS WHERE CONDITIONS ARE SIMILAR TO THOSE INDICATED BY DETAIL, DETAIL TITLE OR NOTE. GR-6 ONLY USE DIMENSIONS INDICATED ON THE DRAWINGS. DO NOT SCALE DRAWINGS. GR-7 ASSUME EQUAL SPACING BETWEEN ESTABLISHED DIMENSIONS, IF NOT INDICATED ON DRAWINGS. GR-8 CENTERLINES OF COLUMNS AND FOUNDATIONS COINCIDE WITH GRID LINE INTERSECTIONS, UON. GR-9 CENTERLINES OF FRAMING MEMBERS COINCIDE WITH COLUMN CENTERLINES, UON. GR-10 THE CONTRACTOR SHALL PROTECT EXISTING FACILITIES, STRUCTURES AND UTILITIES FROM DAMAGE. GR-11 THE CONTRACTOR SHALL VERIFY THAT CONSTRUCTION LOADS DO NOT EXCEED THE CAPACITY OF THE STRUCTURE AT THE TIME THE LOAD IS APPLIED. GR-12 THE CONTRACTOR SHALL COORDINATE THE BOTTOM OF BASE PLATE ELEVATIONS WITH THE AS-BUILT TOP OF SUPPORT ELEVATIONS. REVISIONS 1 11/23/16 ISSUE FOR DD REVIEW 2 2/3/17 ISSUE FOR CONSTRUCTION CODES AND DESIGN CRITERIA SU-1 THE FOLLOWING ITEMS REQUIRE SUBMITTALS FOR STRUCTURAL REVIEW: STRUCTURAL STEEL WOOD FRAMING POST INSTALLED ANCHORS MORTAR & BRICK SAMPLE & DATA SUBMITTALS STRUCTURAL STEEL SS-1 STEEL MATERIALS SHALL CONFORM TO THE FOLLOWING MINIMUM REQUIREMENTS UNLESS OTHERWISE NOTED ON THE CONTRACT DOCUMENTS: ROLLED SHAPES AND CHANNELS: ASTM A572 OR A992, MIN. YIELD STRENGTH 50 KSI MISCELLANEOUS ANGLES: ASTM A36 HOLLOW STRUCTURAL SECTIONS: ASTM A500 GRADE B, MIN YIELD STRENGTH 42 KSI FOR ROUND AND 46 KSI FOR RECTANGULAR HSS SEAMLESS PIPE: ASTM A53 GRADE B, TYPE S, MIN YIELD STRENGTH 35 KSI. PLATES ASTM A36 SS-2 CONNECTION MATERIAL SHALL CONFORM TO THE FOLLOWING MINIMUM REQUIREMENTS OR AS NEEDED FOR CONNECTION DESIGN: ANGLES:ASTM A36 WTs:ASTM A992 PLATES:ASTM A36, MINIMUM YIELD STRENGTH 36 KSI BOLTS:ASTM A325 OR A490 NUTS:ASTM A563 WASHERS:ASTM F436 ANCHOR RODS:ASTM F1554 GRADE 55 WITH WELDABILITY SUPPLEMENT S1 WELD ELECTRODES:E70XX SS-3 WHERE NO CAMBER IS INDICATED, FABRICATE BEAMS SO THAT ANY NATURAL CAMBER IS UPWARD AFTER ERECTION. SS-4 SPLICES SHALL BE ALLOWED ONLY AT LOCATIONS SPECIFICALLY INDICATED ON THE STRUCTURAL DRAWINGS UNLESS APPROVED OTHERWISE BY THE SER IN WRITING. SS-5 FOR STEEL MEMBERS AND EMBEDMENTS EXPOSED TO WEATHER, PROVIDE HOT-DIPPED GALVANIZED FINISH AND POWDER COATING. SS-6 PROVIDE HOLES IN ALL STEEL AS REQUIRED TO PREVENT ANY ACCUMULATION OF WATER. ALL PENETRATIONS THROUGH MAIN MEMBERS SHALL NOT EXCEED 1 1/8" DIA. AND SHALL BE GROUND SMOOTH. THESE DRAINS MUST BE KEPT CLEAN AND OPEN. SS-7 SHOW ALL COPES, HOLES, OPENINGS AND MODIFICATIONS REQUIRED IN STRUCTURAL STEEL MEMBERS FOR ERECTION OR THE WORK OF OTHER TRADES ON THE SHOP DRAWINGS FOR APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. SS-8 FIELD MODIFICATION OF STRUCTURAL STEEL IS PROHIBITED WITHOUT PRIOR APPROVAL OF THE ARCHITECT AND STRUCTURAL ENGINEER. SS-9 THE CONTRACTOR SHALL SUBMIT A STEEL ERECTION PROCEDURE, PREPARED UNDER THE SUPERVISION OF A STRUCTURAL ENGINEER LICENSED IN THE STATE OF THE LOCATION OF THE PROJECT (THE CONTRACTOR'S ENGINEER) FOR REVIEW BY THE STRUCTURAL ENGINEER OF RECORD. THIS PROCEDURE MUST INCLUDE THE PROPOSED SURVEY REQUIRED BY THE STEEL SPECIFICATIONS. SS-10 ALL STEEL DETAILS AND CONNECTIONS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS”, AISC-LOAD AND RESISTANCE FACTOR DESIGN. SS-11 ALL WELDING SHALL CONFORM TO THE REQUIREMENTS OF THE STRUCTURAL WELDING CODE, ANSI/AWS D1.1, LATEST EDITION. ALL WELD SIZES SHALL BE THE LARGER OF THE SIZE REQUIRED BY CONNECTION FORCES, THE MINIMUM SIZE PER ANSI/AWS D1.1, OR 3/16 INCH MINIMUM FILLET WELD UON. ANY WELD SIZES SHOWN ON THE DESIGN DRAWINGS ARE CONSIDERED EFFECTIVE WELD SIZES AND SHALL BE INCREASED IN ACCORDANCE WITH AWS AS REQUIRED BY GAPS OR SKEWS BETWEEN COMPONENTS. SS-12 USE RUNOFF TABS AT ALL BEVEL AND FULL PENETRATION WELDS. REMOVE RUNOFF TABS BY NEAT CUTS AFTER WELD IS COMPLETED. GRIND SMOOTH WHERE REQUIRED BY DETAIL. SS-13 WHERE REQUIRED BY DETAIL REMOVE WELD BACK UP BARS AND GRIND SMOOTH AFTER WELD IS COMPLETED. POST-INSTALLED ANCHORS PA-1 EPOXY-ANCHORED REINFORCING BAR SYSTEMS: HIT HY70 EPOXY ADHESIVE ANCHOR HILTI, TULSA, OK PA-2 ALTERNATIVE SYSTEM EQUIVALENT TO OR EXCEEDING THE PROPERTIES OF THE SYSTEM ABOVE WILL BE CONSIDERED. PA-3 INSTALL MASONRY ANCHORS IN SOLID MASONRY OR IN HOLLOW MASONRY THAT HAS BEEN GROUTED SOLID AT LEAST ONE COURSE ABOVE AND ONE COURSE BELOW THE ANCHOR, UON. PA-4 ANCHORS ARE TO BE MINIMUM 1/2” DIAMETER WITH A MINIMUM EMBEDMENT OF 6", UON. PA-6 INSTALL ANCHORS TO MEET THE REQUIREMENTS INDICATED IN THE CONTRACT DOCUMENTS AND THE MANUFACTURER' S RECOMMENDATIONS. WOOD FRAMING WD-1 DESIGN, FABRICATION AND CONSTRUCTION OF WOOD FRAMING SHALL CONFORM WITH: A. “NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION” NDS-15, 2015 EDITION, WITH 2015 SUPPLEMENT. B. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION: TIMBER CONSTRUCTION MANUAL (LATEST EDITION). C. AMERICAN PLYWOOD ASSOCIATION: PLYWOOD DESIGN SPECIFICATION. D. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS. E. NATIONAL LUMBER MANUFACTURERS ASSOCIATION. F. NATIONAL FOREST PRODUCTS ASSOCIATION. WD-2 ALL STRUCTURAL DIMENSIONAL LUMBER, UNLESS NOTED OTHERWISE ON THE DRAWINGS, SHALL BE DOUG FIR-LARCH (D.FIR-L) NO2 OR OTHER SPECIES HAVING THE FOLLOWING MINIMUM PROPERTIES: A. FB = 900 PSI (FOR 12” DEPTH, ADJUST FOR OTHER DEPTHS), FT = 575 PSI, FC PARALLEL = 1,350 PSI, FC PERPENDICULAR = 625 PSI, FV = 180 PSI, E = 1,600,000 PSI B. DRIED TO MAXIMUM MOISTURE CONTENT OF 19%. WD-3 ALL SAWN LUMBER SHALL BE SOUND, BELOW 19% MOISTURE CONTENT, FREE FROM WARP, STAMPED IN ACCORDANCE WITH THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION’S ‘CONSTRUCTION MANUAL’, AND SHALL BE MANUFACTURED TO COMPLY WITH PS20 OF ‘AMERICAN SOFTWOOD LUMBER STANDARDS’. WD-4 NAILS TO BE OF LENGTH TO PROVIDE 10D PENETRATION INTO MAIN MEMBER, UNO. WD-5 SCREWS TO BE OF LENGTH TO PROVIDE 10D PENETRATION INTO MAIN MEMBER, UNO. WD-6 MATERIALS OF FASTENERS TO BE SUCH THAT FYB IS AS FOLLOWS: A. NAILS: I. 100,000 PSI FOR 0.099” < D < 0.142” II. 90,000 PSI FOR 0.142” < D < 0.177” III. 80,000 PSI FOR 0.177” < D < 0.236” IV. 70,000 PSI FOR 0.236” < D < 0.273” C. BOLTS: 45,000 PSI D. LAG SCREWS: 70,000 PSI WD-7 ALL BOLTS ARE TO RECEIVE WASHERS AT BOTH ENDS; CARRIAGE BOLTS AT NUT SIDE ONLY. WD-8 CLEARANCE HOLE FOR SHANK OF LAG BOLTS IS TO MATCH SHANK DIAMETER, FOR THE SAME DEPTH OF UNTHREADED SHANK. THE LEAD HOLE DIAMETER FOR THE THREADED PORTION IS TO BE 70% TO 75% OF THE SHANK DIAMETER. SPLITTING OF MEMBERS BY LAG BOLTS IS NOT PERMITTED. WD-9 UNLESS NOTED OTHERWISE, FASTENERS ARE TO COMPLY WITH ‘FASTENING SCHEDULE’ TABLE 2304.9.1 OF IBC 2009. WD-10 KEEP STRUCTURAL WOOD PROTECTED DURING DELIVERY, STORAGE, HANDLING AND ERECTION. DO NOT STORE IN AREAS EXCESSIVELY HIGH IN HUMIDITY. WD-11 FRAMING MEMBERS SHALL BE INSTALLED WITH CROWN UP. WD-12 ALL MEMBERS ARE TO BE INSTALLED WITH AF&PA REQUIREMENTS. MEMBERS ARE NOT TO BE DRILLED OR NOTCHED IN EXCESS OF NDS OR LOCAL CODE REQUIREMENTS, WHICHEVER IS MORE STRINGENT. THE CONTRACTOR IS TO SUBMIT A REPAIR SKETCH TO THE ARCHITECT/ENGINEER FOR REVIEW AND APPROVAL OR REPLACE MEMBERS WHICH ARE DRILLED OR NOTCHED EXCESSIVELY. M -1 ALL FACE BRICK MASONRY UNITS SHALL CONFORM TO ASTM C216 AND C652. GRADE MW OR SW, TYPE FBS, FBX, OR FBA WITH A MINIMUM COMPRESSIVE STRENGTH OF 6000 PSI. COLOR TO MATCH EXISTING. M-2 MASONRY MORTAR SHALL BE ASTM C270 TYPE N FOR ALL BRICK MASONRY. COLOR TO MATCH EXISTING. M-3 ALL MASONRY WORK SHALL BE IN CONFORMANCE WITH THE "SPECIFICATIONS FOR MASONRY STRUCTURES" ACI 530/ASCE 6/TMS 602. MASONRY DN UP DN UP 205 168 205A 126 206 150 207 110 208 148 209 142 210 141 211 125 200T 213 204 168 203 165 202 166 201 142 201F 105 200CA 535 200SB 211 200SA 95 201D 97 201E 97 207A 21 EXISTING COUNTERFLASHING TO REMAIN REMOVE EXISTING WOOD RAILING SYSTEM IN ITS ENTIRETY REMOVE EXISTING WOOD DECKING, FRAMING MEMBERS, AND SLIP SHEETS IN THEIR ENTIRETY. POWERWASH THE EXISTING MOD. BIT. MEMBRANE AND PREP TO RECEIVE NEW MEMBRANE COVER AND NEW DECK FRAMING EXISTING COUNTERFLASHING TO REMAIN REMOVE EXISTING WOOD RAILING SYSTEM IN ITS ENTIRETY REMOVE EXISTING WOOD DECKING, FRAMING MEMBERS, AND SLIP SHEETS IN THEIR ENTIRETY. POWERWASH THE EXISTING MOD. BIT. MEMBRANE AND PREP TO RECEIVE NEW MEMBRANE COVER AND NEW DECK FRAMING EXISTING COPPER GUTTER TO REMAIN EXISTING MOD. BITUMEN ROOFING SYSTEM TO REMAIN REMOVE EXISTING WOOD RAILING SYSTEM IN ITS ENTIRETY REMOVE EXISTING WOOD DECKING AND FRAMING MEMBERS IN THEIR ENTIRETY REMOVE ALL EXISTING SLIP SHEETS IN THEIR ENTIRETY. POWERWASH THE EXISTING MOD. BIT. MEMBRANE AND PREP TO RECEIVE NEW MEMBRANE COVER REMOVE EXISTING CARPET TILE FROM DOORWAY TO CORNER OF HALLWAY (APPROX. 86 SQFT) EXISTING DOOR THRESHOLD TO REMAIN REMOVE AND SALVAGE EXISTING WOOD BASE FOR REINSTALLATION ON NEW RAMP AND PLATFORM A-101 A-101 A-101 A-1014 3 1 2 1 2 3 4 7 68 3 2 1 1 4 4 2 5 5 5 5 AREA OF RAMP WORK AREA OF DECK WORK N CORNELLUNIVER S IT Y F O U NDED5681ADCornell UniversityFacilities EngineeringIT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. WARNING:Ithaca, New YorkDATE: FACILITY: DESIGN: DRAWN:ARCHIVE BAR CODEARCH/STRUCT: CIVIL/ENV: ELECTRICAL: MECHANICAL:122 McGraw PlaceA-101 DEMOLITION PLAN & EXISTING PHOTOSROOF DECK REPLACEMENTJ. COOLBAUGH jgc 4743 FEBRUARY 3, 2016 9204384A REVISIONS 1 11/23/16 ISSUE FOR DD REVIEW 2 2/3/17 ISSUE FOR CONSTRUCTION SCALE: NO SCALE2EXISTING PHOTO SCALE: NO SCALE3EXISTING PHOTO SCALE: NO SCALE1EXISTING PHOTO SCALE: NO SCALE4EXISTING PHOTO DEMOLITION KEY NOTES 1 REMOVE EXISTING WOOD DECKING, FRAMING MEMBERS, AND SLIP SHEETS IN THEIR ENTIRETY. POWERWASH THE EXISTING MOD. BIT. MEMBRANE AND PREP TO RECEIVE NEW MEMBRANE COVER AND NEW DECK FRAMING. 2 REMOVE EXISTING WOOD RAILING SYSTEM IN ITS ENTIRETY. 3 EXISTING COPPER GUTTER TO REMAIN. 4 EXISTING MOD. BITUMEN ROOFING SYSTEM TO REMAIN. 5 EXISTING COUNTERFLASHING TO REMAIN 6 REMOVE EXISTING CARPET TILE FROM DOORWAY TO CORNER OF HALLWAY (APPROX. 86 SQFT). 7 REMOVE AND SALVAGE EXISTING WOOD BASE FOR REINSTALLATION ON NEW RAMP AND PLATFORM. 8 EXISTING DOOR THRESHOLD TO REMAIN. # SCALE: 1/8" = 1'-0"5 DEMOLITION PLAN N 0 4 8 16 SCALE: 1/8"=1'-0" 168 126 150 110 148 142 168 535 21 168 126 150 110 148 142 21 5 A-501 5' - 0"7' - 6"5' - 4" 3 A-501 2 A-501 1 A-501 4 A-501 2' - 0" O.C. 4' - 0" O.C. 4' - 0" O.C. 1' - 10" +/- TYP. 3"4' - 1 1/2"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"V.I.F.3' - 10" +/-2' - 3 1/4"12' - 4 3/4"54' - 3"14' - 3" +/-V.I.F. 14' - 8" +/-V.I.F.68' - 6" +/-V.I.F.6' - 4" +/-4 A-5025 A-502 HSS4x4x5/16 UP HSS4x4x5/16 UP, REMOVE EX. MEMBRANE, & CONC. TO EXPOSE EX. BEAM & WELD TO EX. BEAM BELOW EX. MASONRY WALL (BELOW) (3) P.T. 2x4 - ALIGN W/ EX. CONCRETE BEAM (BELOW), PROVIDE SIMPSON LUS26-3 AT 4x6 END; BEAR ON STEEL PLATE AT HSS 4x4 PROVIDE SOLID P.T. WOOD BLOCKING UNDER 2x4 MEMBERS W/ SIMPSON LPT4 (3) P.T. 2x4 (3) P.T. 2x4 (3) P.T. 2x4 (3) P.T. 2x4SIMPSON LUS26-3 HANGER AT TRIPLE 2x4, TYP.5' - 4 1/2" +/-(3) P.T. 2x4(3) P.T. 2x4 PROVIDE SOLID P.T. WOOD BLOCKING, ATTACH UNDER 2x4 W/ SIMPSON PT4 HSS 2-1/2x2-1/2x1/4 DIAGONAL BRACE WELD TO ANGLE BASE & HSS 4x4 SOLID P.T. BLOCKING UNDER 2x4 2" x 2" P.T. WOOD NAILER AT BUILDING (TYP). REFER TO SECTION 2/A-501. 4" x 4" P.T. BLOCKING (TYP UNO) 4" x 4" P.T. SUPPORTS @ NORTH GUARDRAIL 2" x 8" FRAMING @ RAMP (TYP) 4" x 6" P.T. PRIMARY SUPPORTS (TYP UNO) HSS 2 1/2" x 2 1/2" x 1/4" POSTS (TYP UNO) NEW C9x20 EA. SIDE OF EX. CONCRETE BEAM (BELOW)21' - 8" +/-EX. STEEL COL. (BELOW), SEE 6/A-502 EX. STEEL COL. (BELOW), SEE 6/A-502 5 A-501 3' - 10 1/4"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"3 A-501 2 A-501 1 A-501 UP 1 2 3 4 5 5 6 7 8 4 A-501 4' - 0"4' - 0"1' - 10 1/4" 4 A-502 5 A-502 5' - 0"7' - 6" 8 9 COMPOSITE DECK BOARD (TYP & UNO) PROVIDE SIMPSON LTP5 AT KICK BOARD SPLICE LOCATIONS N CORNELLUNIVER S IT Y F O U NDED5681ADCornell UniversityFacilities EngineeringIT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. WARNING:Ithaca, New YorkDATE: FACILITY: DESIGN: DRAWN:ARCHIVE BAR CODEARCH/STRUCT: CIVIL/ENV: ELECTRICAL: MECHANICAL:122 McGraw PlaceA-102 PROPOSED DECK PLAN AND FRAMING PLANROOF DECK REPLACEMENTR. HERKO rlh 4743 FEBRUARY 3, 2016 9204384A A-102 ARCHITECTURAL RENOVATION KEY NOTES 1 3/4" PLYWOOD & RIPPED 2X WOOD FRAMING RAMP WITH CARPET TILE FINISH - REFER TO SECTION FOR ADDITIONAL INFORMATION 2 3/4" PLYWOOD & 2X WOOD FRAMING PLATFORM WITH CARPET TILE FINISH - REFER TO SECTION FOR ADDITIONAL INFORMATION 3 12" WIDE ALUMINUM ADA COMPLIANT THRESHOLD SET ON THE EXISTING MASONRY SILL AND NEW DECK BOARDS 4 1.3" THICK X 5.5" WIDE SQUARE EDGE COMPOSITE DECK BOARDS FASTENED TO 4" X 6" P.T. FRAMING MEMBERS (REFER TO FRAMING PLAN) WITH COMPOSITE DECK SCREWS AS SPECIFIED AT 2 PER BOARD AT 2' O.C. 5 CONTINUOUS S.S. COUNTERFLASHING SET INTO NEW REGLET. REFER TO DETAIL 2/A-501. 6 CONTINUOUS SOLID BRAZILIAN IPE WOOD RAILING ATTACHED TO 2" x 8" x 1/4" (GALVANIZED & POWDER COATED) PLATE AND WELDED TO 2 1/2" x 2 1/2" x 1/4" HSS (GALVANIZED & POWDER COATED) POST WITH S.S. CABLE RAILING SYSTEM SPACED 3" O.C. MAX. REFER TO SECTION 5/A-501 7 EXISTING CONTINUOUS COPPER GUTTER TO REMAIN. 8 1-1/2" DIAMETER WOOD HANDRAIL SET 36" A.F.F. ON EACH SIDE OF RAMP. 9 NEW PRIVACY FENCE. REFER TO A-501 AND A-502 FOR DETAILS. # SCALE: 1/4" = 1'-0"2 PROPOSED ROOF DECK FRAMING PLAN SCALE: 1/4" = 1'-0"1 PROPOSED DECK PLAN REVISIONS 1 11/23/16 ISSUE FOR DD REVIEW 2 2/3/17 ISSUE FOR CONSTRUCTION 0 4 8 16 SCALE: 1/8"=1'-0" N 0 4 8 16 SCALE: 1/8"=1'-0" N NOTE: 1.ALL DECK FRAMING FASTENERS TO BE HOT DIPPED GALVANIZED. 2.ALL STEEL FRAMING MEMBERS TO BE HOT DIPPED GALVANIZED AND POWDER COATED. EXISTING COPPER GUTTER P.T. 4" X 6" WOOD JOIST OVER 6" WIDE MIN. CONTINUOUS 180 GR 3.5 FLAM MODIFIED BITUMEN SLIP SHEET. ATTACH SLIP SHEET TO NEW MOD. BIT. MEMBRANE BELOW. JOIST TO EXTEND FROM BUILDING FACE TO EDGE OF EXISTING GUTTER - TYPICAL (2) 3 1/2" x 2 1/2" x 3/8" LLV x 3'-4" SECURED TO 4" X 6" JOIST WITH (3) 5/8" THRU BOLTS & (2) 1/2" LAG BOLTS. (TYPICAL 48" O.C.) 2 1/2" x 2 1/2" x 1/4" HSS (GALVANIZED & POWDER COATED) DIAGONAL KICKER WELDED TO HSS POST AND DOUBLE ANGLE BASE. (TYPICAL 48" O.C.) 2 1/2" x 2 1/2" x 1/4" HSS (GALVANIZED & POWDER COATED) POST WITH S.S. CABLE RAILING SYSTEM SPACED 3" O.C. MAX. PROVIDE WEEP HOLE BASE OF TUBES INSTALL NEW 180 GR 3.5 SOPRAFLAM MODIFIED BITUMEN MEMBRANE OVER EXISTING SOPREMA MODIFIED MEMBRANE ROOF SYSTEM. ADHERE MEMBRANE AFTER POWERWASHING EXISTING TOP PLY AND PRIMING. TORCH ALL LAP SEAMS. START NEW MEMBRANE FROM TOP OF CANT AND EXTEND TO EDGE OF EXISTING GUTTER. SEAL ALL EDGES WITH MANUFACTURER APPROVED SEALANT. 1.3" THICK X 5.5" WIDE SQUARE EDGE COMPOSITE DECK BOARDS FASTENED TO 4" X 6" P.T. FRAMING MEMBERS (REFER TO FRAMING PLAN) WITH COMPOSITE DECK SCREWS AS SPECIFIED AT 2 PER BOARD AT 2' O.C. CONTINUOUS 1.3" THICK X 5.5" WIDE SQUARE EDGE COMPOSITE DECK KICK BOARD FASTENED TO POSTS WITH 1/2" DIAM. (GALV.) CARRAIGE BOLTS AT 48" O.C. (TYPICAL) 4" X 4" P.T. BLOCKING FRAMING MEMBERS (REFER TO FRAMING PLAN). SET TOP OF BLOCKING FLUSH WITH TOP OF MAIN FRAMING MEMBERS. CONTINUOUS SOLID BRAZILIAN IPE WOOD RAILING ATTACHED TO 2" x 8" x 1/4" (GALVANIZED & POWDER COATED) PLATE WELDED TO POST. PROVIDE SCREWS ON EACH SIDE OF POST/PLATE FOR RAILING ATTACHMENT 3' - 6"1"EQEQEQ4"6"6"6" CONTINUOUS SEAL WELD L4 TO L4 1/4 TYP. 1/4 AT POST TYP 1/4 TYP.1"SIMPSON L30 ANGLE 2ND FLOOR 10' - 0" 1' - 0" INSTALL CARPET TILE (REFER TO SPECS) OVER NEW 3/4" PLYWOOD SUBFLOOR PLATFORM TO BE FRAMED WITH RIPPED DOWN 2" X 8" WOOD JOISTS AT 16" OC WITH 2" X 4" BLOCKING BETWEEN JOIST - TYPICAL RAMP TO BE FRAMED WITH RIPPED DOWN 2" X 8" WOOD JOISTS AT 16" OC WITH 2" X 4" BLOCKING BETWEEN JOIST - TYPICAL RUBBER ADA COMPLIANT RAMP TRANSITION STRIP- 12" W X WIDTH OF RAMP 1-1/2" DIAMETER WOOD HANDRAIL SET AT 36" A.F.F. - PAINT AS SELECTED BY OWNER MAX.3' - 0"V.I.F.7 1/2"1' - 0" MIN. 1" 12" 7' - 6"5' - 0" REINSTALL AND MODIFY EXISTING WOOD TRIM - SAND, PRIME AND PAINT TO MATCH ADJACENT TRIM 12" WIDE ALUMINUM ADA COMPLIANT THRESHOLD SET ON THE EXISTING MASONRY SILL AND NEW DECK BOARDS EXISTING THRESHOLD TO REMAIN WAGNER INDUSTRIES #1765 OR EQUIV. HANDRAIL BRACKET W/ 5/16" DIAM x 1-1/2" LG. LAG SCREWS INTO WOOD WALL STUDS; 5/16" DIAM. THREADED ROD & HILTI HY 70 (W/ SCREEN TUBES AS NEEDED) AT CMU WALL. SUBMIT FOR APPROVAL. LEAD WEDGE AND CONTINUOUS SEALANT 24 GA. S.S. COUNTERFLASHING SET INTO NEW CUT REGLET 3" WIDE S.S. JOGGLE CLEAT FASTENED TO NEW COMPOSITE DECK BOARDS WITH 1" S.S. SCREWS 1.3" THICK X 5.5" WIDE SQUARE EDGE COMPOSITE DECK BOARDS FASTENED TO 4" X 6" P.T. FRAMING MEMBERS (REFER TO FRAMING PLAN) WITH COMPOSITE DECK SCREWS AS SPECIFIED AT 2 PER BOARD AT 2' O.C. 4" x 4" P.T. BLOCKING (REFER TO FRAMING PLAN). SET TOP OF BLOCKING FLUSH WITH TOP OF MAIN FRAMING MEMBERS. 4" X 6" P.T. FRAMING MEMBERS SET ON 6" WIDE MIN. CONTINUOUS 180 GR 3.5 FLAM MODIFIED BITUMEN SLIP SHEET. ATTACH SLIP SHEET TO NEW MOD. BIT. MEMBRANE BELOW INSTALL NEW 180 GR 3.5 SOPRAFLAM MODIFIED BITUMEN MEMBRANE OVER EXISTINIG SOPREMA MODIFIED MEMBRANE ROOF SYSTEM. ADHERE MEMBRANE AFTER POWERWASHING EXISTING TOP PLY AND PRIMING. TORCH ALL LAP SEAMS. START NEW MEMBRANE FROM TOP OF CANT AND EXTEND TO EDGE OF EXISTING GUTTER. SEAL ALL EDGES WITH MANUFACTURERED APPROVED SEALANT. SIMPSON L30 ANGLE 2ND FLOOR 10' - 0" 1.3" THICK X 5.5" WIDE SQUARE EDGE COMPOSITE DECK BOARDS FASTENED TO 4" x 6" & (3) 2" x 4" P.T. FRAMING MEMBERS (REFER TO FRAMING PLAN) WITH COMPOSITE DECK SCREWS AS SPECIFIED AT 2 PER BOARD AT 2' O.C. CONTINUOUS COPPER COUNTERFLASHING SET INTO NEW REGLET - REFER TO SECTION 3/A-502 HSS4X4x1/4 (GALV.) W/ L3x3x1/4" NEW CONTINUOUS P.T. 2" X 4" HORIZONTAL FRAMING MEMBERS SECURED TO STEEL WITH 1/2" DIAM. A307 BOLTS (GALV.) 1.3" THICK X 5.5" WIDE SQUARE EDGE COMPOSITE DECK BOARDS FASTENED HORIZONTAL FRAMING MEMBERS SPACED 1-1/2" APART. (TYPICAL) 3/16 3/16 TYP OUTER WYTHE OF EX. BRICK MASONRY PULLING AWAY FROM WALL. SEE 6/A-501 FOR MASONRY REPAIRS AND NEW SOFT JOINT AROUND CONCRETE BEAM POCKET. L3x3x1/4x 4" LG. EA. SIDE OF HSS4x4 6' - 0"PROVIDE PITCH POCKET AT COLUMN BASE. PROVIDE COVER FLASHING OVER PITCH POCKET MAINTAIN ROOF MANUFACTURER'S WARRANTY. 3/16 1/4"x4"x4" PL. WELD TO HSS4x4, BEAR 2x4 ON PL. 3/16" CAP PL. REMOVE EX. WOOD PANELING FROM EX. CONCRETE BEAM PRIOR TO C9 INSTALLATION. PAINT CONCRETE AND STEEL TO MATCH EX. COLOR. EX. 8" CONC. SLAB, V.I.F. C9x20 CONT. EA. SIDE OF EX. CONCRETE BEAM W/ 1/2" DIAM. HILTI HAS RODS, NUT, & HILTI HIT HY-200 (3" EMBED). SPACING: (2) ROWS @ 2'-0" STAGGERED, TYP. (12" SPACING TOP & BOTT. LAST TWO FEET EA. END & OVER COLS). LOCATE EX. REINF. PRIOR TO DRILLING.3"3"3"1' - 0" 1/2"x7"x10" PL. W/ (4) 1/2" DIAM. ANCHOR RODS & HILTI HIT HY-200 (10" MIN EMBED.). LOCATE EX. REINF. TO AVOID CUTTING REINF. PRIOR TO INSTALL 1 1/2"4" 7" HOLD 2" FROM WALL3' - 6"P.T. 4" X 6" WOOD JOIST OVER 6" WIDE MIN. CONTINUOUS 180 GR 3.5 FLAM MODIFIED BITUMEN SLIP SHEET. ATTACH SLIP SHEET TO NEW MOD. BIT. MEMBRANE BELOW. JOIST TO EXTEND FROM BUILDING FACE TO EDGE OF EXISTING GUTTER - TYPICAL (2) 3 1/2" x 2 1/2" x 3/8" LLV x 3'-4" SECURED TO P.T. 4" x 4" WOOD OUTRIGGERS & BLOCKING WITH (3) 5/8" THRU BOLTS & (2) 1/2" LAG BOLTS. TRIM LEGS OF ANGLE AT INTERSECTION OF P.T. 4" x 6" JOIST. END OF OUTRIGGER TO BEAR ON P.T. 2" x 6" x 6" WOOD PLATE OVER 8" x 8" 180 GR 3.5 FLAM MODIFIED BITUMEN SLIP SHEET. ATTACH SLIP SHEET TO NEW MOD. BIT. MEMBRANE BELOW. (TYPICAL OF 4 OUTRIGGERS) 2 1/2" x 2 1/2" x 1/4" HSS (GALVANIZED & POWDER COATED) DIAGONAL KICKER WELDED TO HSS POST AND DOUBLE ANGLE BASE. (TYPICAL 48" O.C.) 2 1/2" x 2 1/2" x 1/4" HSS (GALVANIZED & POWDER COATED) POST WITH S.S. CABLE RAILING SYSTEM SPACED 3" O.C. MAX INSTALL NEW 180 GR 3.5 SOPRAFLAM MODIFIED BITUMEN MEMBRANE OVER EXISTING SOPREMA MODIFIED MEMBRANE ROOF SYSTEM. ADHERE MEMBRANE AFTER POWERWASHING EXISTING TOP PLY AND PRIMING. TORCH ALL LAP SEAMS. START NEW MEMBRANE FROM TOP OF CANT AND EXTEND TO EDGE OF EXISTING GUTTER. SEAL ALL EDGES WITH MANUFACTURER APPROVED SEALANT. 1.3" THICK X 5.5" WIDE SQUARE EDGE COMPOSITE DECK BOARDS FASTENED TO 4" X 6" P.T. FRAMING MEMBERS (REFER TO FRAMING PLAN) WITH COMPOSITE DECK SCREWS AS SPECIFIED AT 2 PER BOARD AT 2' O.C. CONTINUOUS 1.3" THICK X 5.5" WIDE SQUARE EDGE COMPOSITE DECK KICK BOARD FASTENED TO POSTS WITH 1/2" CARRAIGE BOLTS AT 48" O.C. (TYPICAL) 4" X 4" P.T. BLOCKING FRAMING MEMBERS (REFER TO FRAMING PLAN). SET TOP OF BLOCKING FLUSH WITH TOP OF MAIN FRAMING MEMBERS. CONTINUOUS SOLID BRAZILIAN IPE WOOD RAILING ATTACHED TO 2" x 8" x 1/4" (GALVANIZED & POWDER COATED) PLATE WELDED TO POST. PROVIDE SCREWS ON EACH SIDE OF POST/PLATE FOR RAILING ATTACHMENT CONTINUOUS SEAL WELD L4 TO L4 1/4 TYP. 1/4 AT POST TYP SIMPSON L30 ANGLE (4) 3" x 3" x 3/8" x 3" ANGLES SECURED WITH 5/8" THRU BOLTS & WELDED TO (2) 3 1/2" x 2 1/2" x 3/8" ANGLE (TYPICAL OF 4 OUTRIGGERS) 1/4 TYP.1"6"6"4"EQ EQ (2) BAYS OF BLOCKING AT NORTH GUARDRAIL N CORNELLUNIVER S IT Y F O U NDED5681ADCornell UniversityFacilities EngineeringIT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. WARNING:Ithaca, New YorkDATE: FACILITY: DESIGN: DRAWN:ARCHIVE BAR CODEARCH/STRUCT: CIVIL/ENV: ELECTRICAL: MECHANICAL:122 McGraw PlaceA-501 DETAILS AND SECTIONSROOF DECK REPLACEMENTJ. COOLBAUGH jgc 4743 FEBRUARY 3, 2016 9204384A SCALE: 1 1/2" = 1'-0"5 SECTION AT WEST GUARDRAILING SCALE: 3/4" = 1'-0"3 SECTION - THROUGH NEW RAMP SCALE: 1 1/2" = 1'-0"2 SECTION AT WALL COUNTERFLASHING REVISIONS 1 11/23/16 ISSUE FOR DD REVIEW 2 2/3/17 ISSUE FOR CONSTRUCTION SCALE: 1" = 1'-0"1 SECTION AT PRIVACY FENCE SCALE: 1 1/2" = 1'-0"4 SECTION AT NORTH GUARDRAILING NOTE: 1.ALL DECK FRAMING FASTENERS TO BE HOT DIPPED GALVANIZED. 2.ALL STEEL FRAMING MEMBERS TO BE HOT DIPPED GALVANIZED AND POWDER COATED. 2ND FLOOR 10' - 0" 1/2" DIAM. HILTI HAS ROD (GALV). W/ HIT HY 70 (6" EMBED) INTO EX. MASONRY WALL L3x3x1/4x4" LG. W/ 1/2" DIAM. A307 BOLT (GALV) (2) P.T. 2x4 COMPOSITE DECK BOARDS, SEE 1/A-501 FOR INFO NOT SHOWN EX. BRICK MASONRY WALL PROVIDE P.T. WOOD BLOCKING W/ SIMPSON LPT4 UNDER (3)2x4 AT MASONRY WALL 2ND FLOOR 10' - 0" (3)2X4, SEE PLAN HSS 2-1/2x2-1/2x1/4 BRACE W/ CAP PL. PROVIDE SOLID P.T. WOOD BLOCKING UNDER 2x4 MEMBERS W/ SIMPSON LPT4 3/16 3/16 L3x3x3/8x 4" LG. TOE KICK, SEE 4/S-501 FOR ATTACHMENT 3/16 3/16 COMPOSITE DECK BOARDS, SEE 1/A-501 FOR INFO NOT SHOWN HSS4x4 INSTALL C9x20 EA. SIDE CONTINUOUS LENGTH OF EX. CONC. BEAM (SEE 1/A-501 FOR ATTACHMENT) REMOVE EX. OUTER WYTHE OF BRICK MASONRY PULLING AWAY FROM WALL. REBUILD MASONRY USING SALVALGED BRICK UNITS. RESET EX. STEEL LINTEL. INSTALL SIMPSON HELI-TIE HELICAL WALL TIES x 8" LG. OR APPROVED EQUIV. @ 8" O.C. EVERY TWO COURSES IN REBUILT AREA. PROVIDE 3/4" SOFT JOINT ON ALL SIDES OF EX. CONC BEAM AT BRICK MASONRY WALL EX. STEEL COL. RELOCATE EX. CONDUIT OFF EX. CONCRETE BEAM FOR C9 INSTALLATION. CONTRACTOR SHALL COORDINATE FIRE ALARM SHUTDOWN WITH EH&S AS NEEDED. N CORNELLUNIVER S IT Y F O U NDED5681ADCornell UniversityFacilities EngineeringIT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. WARNING:Ithaca, New YorkDATE: FACILITY: DESIGN: DRAWN:ARCHIVE BAR CODEARCH/STRUCT: CIVIL/ENV: ELECTRICAL: MECHANICAL:122 McGraw PlaceA-502 SECTIONS AND 3D PERSPECTIVESROOF DECK REPLACEMENTR. MURRAY rbcm 4743 FEBRUARY 3, 2016 9204384A SCALE: NO SCALE23D PERSPECTIVE SCALE: NO SCALE13D PERSPECTIVE SCALE: NO SCALE33D PERSPECTIVE SCALE: 1 1/2" = 1'-0"4 SECTION AT PRIVACY FENCE/ BUILDING SCALE: 1 1/2" = 1'-0"5 SECTION AT DIAGONAL BRACE REVISIONS 1 11/23/16 ISSUE FOR DD REVIEW 2 2/3/17 ISSUE FOR CONSTRUCTION NOTE: 1.ALL DECK FRAMING FASTENERS TO BE HOT DIPPED GALVANIZED. 2.ALL STEEL FRAMING MEMBERS TO BE HOT DIPPED GALVANIZED AND POWDER COATED. SCALE: NO SCALE6MASONRY REPAIR AT EXISTING WALL CORNELL UNIVERSITY SECTION 09 91 23 Ithaca, New York INTERIOR PAINTING 122 McGraw Place - Roof Deck Replacement 09 91 23 - 1 February 3, 2017 SECTION 09 91 23 INTERIOR PAINTING PART 1 GENERAL 1.01 SECTION INCLUDES A. Surface preparation. B. Field application of paints, stains, and varnishes. C. Scope: Finish interior surfaces exposed to view, unless noted otherwise. D. Do Not Paint or Finish the Following Items: 1. Items factory-finished unless otherwise indicated; materials and products having factory-applied primers are not considered factory finished. 2. Items indicated to receive other finishes. 3. Items indicated to remain unfinished. 4. Fire rating labels, equipment serial number and capacity labels, bar code labels, and operating parts of equipment. 5. Stainless steel, anodized aluminum, bronze, terne coated stainless steel, and lead items. 6. Marble, granite, slate, and other natural stones. 7. Floors, unless specifically indicated. 8. Ceramic and other tiles. 9. Brick, architectural concrete, cast stone, integrally colored plaster and stucco. 10. Glass. 11. Acoustical materials, unless specifically indicated. 12. Concealed pipes, ducts, and conduits. 1.02 REFERENCE STANDARDS A. 40 CFR 59, Subpart D - National Volatile Organic Compound Emission Standards for Architectural Coatings; U.S. Environmental Protection Agency; current edition. B. ASTM D16 - Standard Terminology for Paint, Related Coatings, Materials, and Applications; 2014. 1.03 SUBMITTALS A. All submittals shall be in accordance with the requirements of Section 01 33 00 - Submittals. B. Product Data: Provide complete list of products to be used, with the following information for each: 1. Manufacturer's name, product name and/or catalog number, and general product category (e.g. "alkyd enamel"). 2. MPI product number (e.g. MPI #47). 3. Cross-reference to specified paint system(s) product is to be used in; include description of each system. C. Submit two sets of Material Safety Data Sheets (MSDS) prior to commencement of work for review and for posting at job site as required. CORNELL UNIVERSITY SECTION 09 91 23 Ithaca, New York INTERIOR PAINTING 122 McGraw Place - Roof Deck Replacement 09 91 23 - 2 February 3, 2017 D. If requested, submit work schedule for various stages of work when painting occupied areas for the Design Consultant’s review and Owner’s approval. E. At project completion provide an itemized list complete with manufacturer, paint type and color coding for all colors used for Owner’s later use in maintenance. F. At project completion provide properly packaged maintenance materials as noted herein and obtain a signed receipt. 1.04 QUALITY ASSURANCE A. Manufacturer Qualifications: Company specializing in manufacturing the products specified, with minimum three years documented experience. B. This Contractor shall have a minimum of five (5) years proven satisfactory experience and shall show proof before commencement of work that he will maintain a qualified crew of painters throughout the duration of the work. When requested, Contractor shall provide a list of the last three comparable jobs including, name and location, specifying authority / project manager, start / completion dates and value of the painting work. C. Only qualified journeypersons, as defined by local jurisdiction shall be engaged in painting and decorating work. Apprentices may be employed provided they work under the direct supervision of a qualified journeyperson in accordance with trade regulations. D. All materials, preparation and workmanship shall conform to requirements of the latest edition of the Architectural Painting Specification Manual by the Master Painters Institute (MPI) (hereafter referred to as the MPI Painting Manual) as issued by the local MPI Accredited Quality Assurance Association having jurisdiction. E. All paint manufacturers and products used shall be as listed under the Approved Product List section of the MPI Painting Manual. 1.05 REGULATORY REQUIREMENTS A. Conform to the latest edition of Industrial Health and Safety Regulations issued by applicable authorities having jurisdiction in regard to site safety (ladders, scaffolding, ventilation, etc.). B. Conform to requirements of local authorities having jurisdiction in regard to the storage, mixing, application and disposal of all paint and related waste materials. Refer to Waste Management and Disposal. C. Fully cooperate at all times with the requirements of the Owner in the performance of their duties, including providing access and assistance as required to complete inspection work. 1.06 MOCK-UP A. When requested by Cornell University, provide duplicate minimum 12” square samples of surfaces or acceptable facsimiles requested painted with specified paint or coating in colors, gloss / sheen and textures required to MPI Painting Manual standards for review and approval. When approved, samples shall become acceptable standard of quality for appropriate on-site surface with one of each sample retained on-site. CORNELL UNIVERSITY SECTION 09 91 23 Ithaca, New York INTERIOR PAINTING 122 McGraw Place - Roof Deck Replacement 09 91 23 - 3 February 3, 2017 B. When requested by the Cornell Unversity, prepare and paint designated surface, area, room or item (in each color scheme) to requirements specified herein, with specified paint or coating showing selected colors, gloss / sheen, textures and workmanship to MPI Painting Manual standards for review and approval. When approved, surface, area, room and/or items shall become acceptable standard of finish quality and workmanship for similar on-site work. 1.07 DELIVERY, STORAGE, AND HANDLING A. Deliver all painting materials in sealed, original labeled containers bearing manufacturer’s name, brand name, type of paint or coating and color designation, standard compliance, materials content as well as mixing and/or reducing and application requirements. B. Store all paint materials in original labeled containers in a secure (lockable), dry, heated and well ventilated single designated area meeting the minimum requirements of both paint manufacturer and authorities having jurisdiction and at a minimum ambient temperature of 45° F (7° C). Only material used on this project to be stored on site. C. Where toxic and/or volatile / explosive / flammable materials are being used, provide adequate fireproof storage lockers and take all necessary precautions and post adequate warnings (e.g. no smoking) as required. D. Take all necessary precautionary and safety measures to prevent fire hazards and spontaneous combustion and to protect the environment from hazard spills. Materials that constitute a fire hazard (paints, solvents, drop clothes, etc.) shall be stored in suitable closed and rated containers and removed from the site on a daily basis. E. Comply with requirements of authorities having jurisdiction, in regard to the use, handling, storage and disposal of hazardous materials. 1.08 SCHEDULING A. Schedule painting operations to prevent disruption of and by other trades. B. Schedule painting operations in occupied facilities to prevent disruption of occupants in and about the building. Painting shall be carried out after facility working hours in accordance with Owner’s operating requirements. Schedule work such that painted surfaces will have dried before occupants are affected. Obtain written authorization from Consultant / Owner for changes in work schedule. 1.09 FIELD CONDITIONS A. Do not apply materials when relative humidity exceeds 85 percent; at temperatures less than 5 degrees F above the dew point; or to damp or wet surfaces. B. Minimum Application Temperature for Varnish Finishes: 65 degrees F for interior, unless required otherwise by manufacturer's instructions. C. UNLESS specifically pre-approved by the specifying body, Paint Inspection Agency and the applied product manufacturer, perform no painting or decorating work when the ambient air and substrate temperatures are below 50° F (10° C) for interior work. D. Perform no exterior painting work unless environmental conditions are within MPI and paint manufacturer’s requirements or until adequate weather protection is provided. CORNELL UNIVERSITY SECTION 09 91 23 Ithaca, New York INTERIOR PAINTING 122 McGraw Place - Roof Deck Replacement 09 91 23 - 4 February 3, 2017 Where required, suitable weatherproof covering and sufficient heating facilities shall be in place to maintain minimum ambient air and substrate temperatures for 24 hours before, during and after paint application. E. Perform no interior painting or decorating work unless adequate continuous ventilation and sufficient heating facilities are in place to maintain ambient air and substrate temperatures above minimum requirements for 24 hours before, during and after paint application. Provide supplemental ventilating and heating equipment if ventilation and heating from existing system is inadequate to meet minimum requirements. F. Perform no painting work when the maximum moisture content of the substrate exceeds: 1. 12 % for concrete and masonry (clay and concrete brick/block). 2. 15% for wood. 3. 12 % for plaster and gypsum board. G. Conduct all moisture tests using a properly calibrated electronic Moisture Meter, except test concrete floors for moisture using a simple cover patch test. H. Test concrete, masonry and plaster surfaces for alkalinity as required. I. Apply paint only to dry, clean, properly cured and adequately prepared surfaces in areas where dust is no longer generated by construction activities such that airborne particles will not affect the quality of finished surfaces. J. Perform no painting or decorating work unless a minimum lighting level of 30 foot candles is provided on surfaces to be painted or decorated. Adequate lighting facilities shall be provided by the General Contractor. 1.10 WASTER MANAGEMENT AND DISPOSAL A. Paint, stain and wood preservative finishes and related materials (thinners, solvents, etc.) are regarded as hazardous products and are subject to regulations for disposal. Obtain information on these controls from applicable State and Local government departments having jurisdiction. B. All waste materials shall be separated and recycled. Where paint recycling is available, collect waste paint by type and provide for delivery to recycling or collection facility. Materials that cannot be reused must be treated as hazardous waste and disposed of in an appropriate manner. C. Place materials defined as hazardous or toxic waste, including used sealant and adhesive tubes and containers, in containers or areas designated for hazardous waste. D. To reduce the amount of contaminants entering waterways, sanitary/storm drain systems or into the ground the following procedures shall be strictly adhered to: 1. Retain cleaning water for water-based materials to allow sediments to be filtered out. In no case shall equipment be cleaned using free draining water. 2. Retain cleaners, thinners, solvents and excess paint and place in designated containers and ensure proper disposal. 3. Return solvent and oil soaked rags used during painting operations for contaminant recovery, proper disposal, or appropriate cleaning and laundering. CORNELL UNIVERSITY SECTION 09 91 23 Ithaca, New York INTERIOR PAINTING 122 McGraw Place - Roof Deck Replacement 09 91 23 - 5 February 3, 2017 4. Dispose of contaminants in an approved legal manner in accordance with hazardous waste regulations. 5. Empty paint cans are to be dry prior to disposal or recycling (where available). 6. Close and seal tightly partly used cans of materials including sealant and adhesive containers and store protected in well ventilated fire-safe area at moderate temperature. E. Set aside and protect surplus and uncontaminated finish materials not required by the Owner and deliver or arrange collection for verifiable re-use or re-manufacturing. PART 2 PRODUCTS 2.01 MATERIALS A. Only materials (primers, paints, coatings, varnishes, stains, lacquers, fillers, etc.) listed in the latest edition of the MPI Approved Product List (APL) are acceptable for use on this project. All such material shall be from a single manufacturer for each system used. 1. Refer to Interior Finish System Schedule at the end of this specification section. B. Other materials such as linseed oil, shellac, thinners, solvents, etc. shall be the highest quality product of an MPI listed manufacturer and shall be compatible with paint materials being used as required. C. All materials used shall be lead and mercury free and shall have low VOC content where possible. D. Where required, use only materials having a minimum MPI “Environmentally Friendly” E1 and E2 rating based on VOC (EPA Method 24) content levels. 1. Where indoor air quality (odour) is an issue, use only MPI listed materials having a minimum E2 rating. E. All paint materials shall have good flowing and brushing properties and shall dry or cure free of blemishes, sags, air entrapment, etc., Field Quality Control / Standard of Acceptance requirements F. Where required, paints and coatings shall meet flame spread and smoke developed ratings designated by local Code requirements and/or authorities having jurisdiction. G. Slip Resistant Additive (SRA): rubber aggregate, clean/washed silica sand or ground walnut chips (interior dry areas only) for use with or as a component part of paint (usually floor / porch / stair enamel) on horizontal surfaces as required to provide slip resistance. Where site applied, material to either mixed into paint (and mixed constantly to keep material in suspension) or broadcast into first or prime coat as required. 2.02 EQUIPMENT A. Painting and Decorating Equipment: to best trade standards for type of product and application. B. Spray Painting Equipment: of ample capacity, suited to the type and consistency of paint or coating being applied and kept clean and in good working order at all times. CORNELL UNIVERSITY SECTION 09 91 23 Ithaca, New York INTERIOR PAINTING 122 McGraw Place - Roof Deck Replacement 09 91 23 - 6 February 3, 2017 2.03 MIXING AND TINTING A. Unless otherwise specified herein or pre-approved, all paint shall be ready-mixed and pre-tinted. Re-mix all paint in containers prior to and during application to ensure break-up of lumps, complete dispersion of settled pigment, and color and gloss uniformity. B. Paste, powder or catalyzed paint mixes shall be mixed in strict accordance with manufacturer's written instructions. C. Where thinner is used, addition shall not exceed paint manufacturer's recommendations. Do not use kerosene or any such organic solvents to thin water-based paints. D. If required, thin paint for spraying according in strict accordance with paint manufacturer's instructions. If directions are not on container, obtain instructions in writing from manufacturer and provide copy of instructions to Consultant. 2.04 FINISH AND COLORS A. Unless otherwise specified herein, all painting work shall be in accordance with MPI Custom Grade finish requirements. B. Colors shall be as selected by the Owner from a manufacturer’s full range of colors. A Finish Schedule will be furnished after award of the Contract. C. Interior colors will be based on three (3) base colors and three (3) accent colors with a maximum of one (1) deep or bright color. No more than three (3) colors will be selected for the entire project and no more than three (3) colors will be selected in each area. D. Interior colors and/or patterns shall be consistent with two (2) separate schemes prepared. E. Unless otherwise noted or scheduled, walls shall be painted the same color within a given area. F. Ceilings (except those having a spray textured coating) shall be painted white unless otherwise noted. G. Corridors shall be painted the same color on all floors with two (2) separate two (2) color schemes prepared for doors and trim. H. Designated rooms / spaces shall be painted using different colors or more than one color than typical rooms in accordance with Finish Schedule requirements with a minimum of two (2) colors required. I. Except as noted herein or indicated on the Finish Schedule, interior walls and ceiling surfaces shall be painted in accordance with the following criteria over appropriate prime / sealer coat: 1. all areas (except as noted): washable latex with G3 (eggshell) finish. 2. Bathrooms: washable latex with G5 (semi-gloss) finish. J. Doors shall be painted a different color than door frames and trim with walls a different color than either. Unless otherwise noted or scheduled all doors, frames and trim shall be painted using a G5 (semi-gloss) finish. CORNELL UNIVERSITY SECTION 09 91 23 Ithaca, New York INTERIOR PAINTING 122 McGraw Place - Roof Deck Replacement 09 91 23 - 7 February 3, 2017 K. Window frames (unless pre-finished) the same color as walls. Unless otherwise noted or scheduled all window frames, trim and sills shall be painted using a G5 (semi-gloss) finish. L. Access doors, prime coated butts and other prime painted hardware (e.g. door closers), registers, radiators and covers, exposed piping and electrical panels shall be painted to match adjacent surfaces (i.e. same color, texture and sheen), unless otherwise noted or where pre-finished. M. The inside of all duct work behind louvers, grills and diffusers for a minimum of 18" or beyond sight line, whichever is greater, shall be painted using flat black (non-reflecting) paint. 2.05 GLOSS / SHEEN RATINGS: A. Paint gloss shall be defined as the sheen rating of applied paint, in accordance with the following MPI values: Gloss Level Description Units @ 60 degrees Units @ 85 degrees G1 Matte or Flat finish 0 to 5 10 max. G2 Velvet finish 0 to 10 10 to 35 G3 Eggshell finish 10 to 25 10 to 35 G4 Satin finish 20 to 35 35 min. G5 Semi-Gloss finish 35 to 70 G6 Gloss finish 70 to 85 G7 High-Gloss finish > 85 B. Gloss level ratings of all painted surfaces shall be as specified herein and as noted on Finish Schedule. PART 3 EXECUTION 3.01 CONDITION OF SURFACES A. Prior to commencement of work of this section, thoroughly examine (and test as required) all conditions and surfaces scheduled to be painted and report in writing to the owner any conditions or surfaces that will adversely affect work of this section. B. No painting work shall commence until all such adverse conditions and defects have been corrected and surfaces and conditions are acceptable to the owner. C. Commencement of work shall not be held to imply acceptance of surfaces except as qualified herein. Such surfaces as concrete, masonry, structural steel and miscellaneous metal, wood, gypsum board and plaster, shall not be the responsibility of the Painting Subcontractor. D. The Painting Subcontractor shall not be responsible for the condition of the substrate or for correcting defects and deficiencies in the substrate which may adversely affect the painting work except for minimal work normally performed by the Painting Subcontractor and as indicated herein. It shall always, however, be the responsibility of the Painting Subcontractor to see that surfaces are properly prepared before any paint or coating is applied. CORNELL UNIVERSITY SECTION 09 91 23 Ithaca, New York INTERIOR PAINTING 122 McGraw Place - Roof Deck Replacement 09 91 23 - 8 February 3, 2017 3.02 PREPARATION A. Prepare all surfaces in accordance with MPI requirements. Refer to the MPI Painting Manual in regard to specific requirements and some of the following: 1. environmental conditions. 2. pH testing. 3. acid etching. 4. rust stain removal. 5. vertical and horizontal concrete surfaces. 6. clay and concrete masonry units. 7. structural steel and miscellaneous metals. 8. steel exposed to high heat. 9. aluminum and copper surfaces. 10. glue laminated beams and columns. 11. dimension and dressed lumber. 12. wood doors. 13. wood paneling and casework. 14. wood floors, stairs and steps. 15. stucco, plaster and gypsum board. 16. acoustical panels and tiles. B. Sand, clean, dry, etch, neutralize and/or test all surfaces under adequate illumination, ventilation and temperature requirements. C. Remove and securely store all miscellaneous hardware and surface fittings / fastenings (e.g. electrical plates, mechanical louvers, door and window hardware (e.g. hinges, knobs, locks, trim, frame stops), removable rating / hazard / instruction labels, washroom accessories, light fixture trim, etc. from wall and ceiling surfaces, doors and frames, prior to painting. Carefully clean and replace all such items upon completion of painting work in each area. Do not use solvent or reactive cleaning agents on items that will mar or remove finishes (e.g. lacquer finishes). Doors shall be removed before painting to paint bottom and top edges and then re-hung. D. Protect all adjacent interior surfaces and areas, including rating and instruction labels on doors, frames, equipment, piping, etc., from painting operations and damage with drop cloths, shields, masking, templates, or other suitable protective means and make good any damage caused by failure to provide such protection. E. Substrate defects shall be made good and sanded by others ready for painting particularly after the first coat of paint. Start of finish painting of defective surfaces (e.g. gypsum board) shall indicate acceptance of substrate and any costs of making good defects shall be borne by the painter including re-painting of entire defective surface (no touch-up painting). F. Confirm preparation and primer used with fabricator of steel items. Refer to Quality Assurance. CORNELL UNIVERSITY SECTION 09 91 23 Ithaca, New York INTERIOR PAINTING 122 McGraw Place - Roof Deck Replacement 09 91 23 - 9 February 3, 2017 3.03 APPLICATION A. Do not paint unless substrates are acceptable and/or until all environmental conditions (heating, ventilation, lighting and completion of other subtrade work) are acceptable for applications of products. B. Apply paint or stain in accordance with MPI Painting Manual Premium Grade finish requirements. C. Apply paint and decorating material in a workmanlike manner using skilled and trade qualified applicators as noted under Quality Assurance. D. Apply paint and coatings within an appropriate time frame after cleaning when environmental conditions encourage flash-rusting, rusting, contamination or the manufacturer’s paint specifications require earlier applications. E. Painting coats specified are intended to cover surfaces satisfactorily when applied at proper consistency and in accordance with manufacturer’s recommendations. F. Tint each coat of paint progressively lighter to enable confirmation of number of coats. G. Unless otherwise approved by the owner, apply a minimum of four coats of paint where deep or bright colors are used to achieve satisfactory results. H. Sand and dust between each coat to provide an anchor for next coat and to remove defects visible from a distance up to 39”. I. Do not apply finishes on surfaces that are not sufficiently dry. Unless manufacturer’s directions state otherwise, each coat shall be sufficiently dry and hard before a following coat is applied. J. Prime coat of stain or varnish finishes may be reduced in accordance with manufacturer’s directions. K. Paint finish shall continue through behind all wall-mounted items (e.g. chalk and tack boards). L. Apply each coat to uniform appearance in thicknesses specified by manufacturer. M. Vacuum clean surfaces of loose particles. Use tack cloth to remove dust and particles just prior to applying next coat. N. Wood to Receive Transparent Finishes: Tint fillers to match wood. Work fillers into the grain before set. Wipe excess from surface. O. Reinstall electrical cover plates, hardware, light fixture trim, escutcheons, and fittings removed prior to finishing. 3.04 INTERIOR FINISH / COATING SYSTEMS * Refer to Interior Finish System Schedule at end of specification. A. Concrete Vertical Surfaces: (including horizontal soffits) 1. INT 3.1M Institutional low odor / low VOC Gloss level 3 finish. B. Concrete Masonry Units: (smooth and split face block and brick) 1. INT 4.2E Institutional low odor / low VOC Gloss level G3 finish. C. Structural Steel and Metal Fabrications: (columns, beams, joists, heat covers, etc.) CORNELL UNIVERSITY SECTION 09 91 23 Ithaca, New York INTERIOR PAINTING 122 McGraw Place - Roof Deck Replacement 09 91 23 - 10 February 3, 2017 1. INT 5.1S Institutional low odor / low VOC Gloss level G3 finish. D. Galvanized Metal: (doors, frames, railings, misc. steel, pipes, overhead decking, ducts, etc.) 1. INT 5.3N Institutional low odor / low VOC Gloss level G5 finish. E. Aluminum: (unanodized - louvers, etc.) 1. INT 5.4G Institutional low odor / low VOC Gloss level G3 finish. F. Dressed Lumber: (including doors, door and window frames, casings, molding, etc.) 1. INT 6.3Q Water based varnish, clear Gloss level G5 finish. 2. INT 6.3V Institutional low odor / low VOC Gloss level G5 finish. 3. INT 6.3W Water based varnish, clear Gloss level G5 finish (over stain). G. Wood Paneling and Casework: (partitions, panels, shelving, millwork, etc.) 1. INT 6.4M Water based, varnish clear Gloss level G5 finish. 2. INT 6.4T Institutional low odor / low VOC Gloss level G5 finish. 3. INT 6.4U Water based varnish, clear insert Gloss level G4 finish (over stain). H. Plaster and Gypsum Board: (plaster, gypsum wallboard, drywall, “sheet rock type material”, etc., and textured finishes) 1. INT 9.2M Institutional low odor / low VOC Gloss level G3 finish. I. Acoustic Panels and Tiles: 1. INT 9.3D Institutional low odor / low VOC Gloss level G1 finish. 3.05 MECHANICAL / ELECTRICAL EQUIPMENT AND RELATED SURFACES A. Unless otherwise specified or noted, paint all “unfinished” conduits, piping, hangers, ductwork and other mechanical and electrical equipment with color and texture to match adjacent surfaces, in the following areas: 1. where exposed-to-view in all interior areas. 2. in all interior high humidity interior areas. 3. in all boiler room, mechanical and electrical rooms. B. In unfinished areas leave exposed conduits, piping, hangers, ductwork and other mechanical and electrical equipment in original finish and touch up scratches and marks. C. Touch up scratches and marks on factory painted finishes and equipment with paint as supplied by manufacturer of equipment. D. Do not paint over name plates. E. Paint the inside of light valances gloss white. F. Paint disconnect switches for fire alarm system and exit light systems in red enamel. 3.06 FIELD QUALITY CONTROL A. See Section 014500 - Quality Requirements, for general requirements for field inspection. B. Owner will provide field inspection. CORNELL UNIVERSITY SECTION 09 91 23 Ithaca, New York INTERIOR PAINTING 122 McGraw Place - Roof Deck Replacement 09 91 23 - 11 February 3, 2017 C. All surfaces, preparation and paint applications shall be inspected. D. Painted interior surfaces shall be considered to lack uniformity and soundness if any of the following defects are apparent to the Owner: 1. brush / roller marks, streaks, laps, runs, sags, drips, heavy stippling, hiding or shadowing by inefficient application methods, skipped or missed areas, and foreign materials in paint coatings. 2. evidence of poor coverage at rivet heads, plate edges, lap joints, crevices, pockets, corners and re-entrant angles. 3. damage due to touching before paint is sufficiently dry or any other contributory cause. 4. damage due to application on moist surfaces or caused by inadequate protection from the weather. 5. damage and/or contamination of paint due to blown contaminants (dust, spray paint, etc.). E. Painted surfaces shall be considered unacceptable if any of the following are evident under natural lighting source for exterior surfaces and final lighting source (including daylight) for interior surfaces: 1. visible defects are evident on vertical surfaces when viewed at normal viewing angles from a distance of not less than 39 inches. 2. visible defects are evident on horizontal surfaces when viewed at normal viewing angles from a distance of not less than 39 inches. 3. visible defects are evident on ceiling, soffit and other overhead surfaces when viewed at normal viewing angles. 4. when the final coat on any surface exhibits a lack of uniformity of color, sheen, texture, and hiding across full surface area. F. Painted surfaces rejected by the inspector shall be made good at the expense of the Contractor. Small affected areas may be touched up; large affected areas or areas without sufficient dry film thickness of paint shall be repainted. Runs, sags of damaged paint shall be removed by scraper or by sanding prior to application of paint. 3.07 CLEANING A. Collect waste material that could constitute a fire hazard, place in closed metal containers, and remove daily from site. B. Remove all paint where spilled, splashed, splattered or sprayed as work progresses using means and materials that are not detrimental to affected surfaces. C. Keep work area free from an unnecessary accumulation of tools, equipment, surplus materials and debris. D. Clean equipment and dispose of wash water / solvents as well as all other cleaning and protective materials (e.g. rags, drop cloths, masking papers, etc.), paints, thinners, paint removers / strippers in accordance with the safety requirements of authorities having jurisdiction. CORNELL UNIVERSITY SECTION 09 91 23 Ithaca, New York INTERIOR PAINTING 122 McGraw Place - Roof Deck Replacement 09 91 23 - 12 February 3, 2017 3.08 PROTECTION A. Protect all interior surfaces and areas, including glass, aluminum surfaces, etc. and equipment and any labels and signage from painting operations and damage by drop cloths, shields, masking, templates, or other suitable protective means and make good any damage caused by failure to provide such protection. B. Erect barriers or screens and post signs to warn of or limit or direct traffic away or around work area as required. 3.09 SCHEDULE A. INTERIOR FINISH SYSTEM SCHEDULE. System Code Finish System Coat # Coat Name MPI# 1 INT 3.1 CONCRETE VERTICAL SURFACES INT 3.1M-G3 INSTITUTION AL LOW ODOR/VOC (over w.b. primer/sealer, low VOC) Gloss Level 3 ("Eggshell-Like" ) 1 Prime/Sealer, Interior, Low Odor/Low VOC 149 2 Institutional Low Odor/Low VOC 145 3 Institutional Low Odor/Low VOC 145 2 INT 4.2 CONCRETE MASONRY UNITS INT 4.2E - G3 INSTITUTION AL LOW ODOR / LOW VOC (over latex block filler) Gloss Level 3 ("Eggshell-Like" ) 1 Block Filler, Latex, Int/Ext 4 2 Institutional Low Odor/Low VOC 145 3 Institutional Low Odor/Low VOC 145 CORNELL UNIVERSITY SECTION 09 91 23 Ithaca, New York INTERIOR PAINTING 122 McGraw Place - Roof Deck Replacement 09 91 23 - 13 February 3, 2017 3 INT 4.1 STRUCTURAL STEEL AND METAL FABRICATIONS INT 5.1S - G3 INSTITUTION AL LOW ODOR/VOC (over w.b. rust-inhibitive primer) Gloss Level 3 ("Eggshell-Like ") 1 Rust Inhibitive Primer, W.B. 107 2 Rust Inhibitive Primer, W.B. 107 3 Institutional Low Odor/Low VOC 145 4 Institutional Low Odor/Low VOC 145 4 INT 5.3 GALVANIZED METAL INT 5.3N - G5 INSTITUTION AL LOW ODOR/VOC (over w.b. galvanized primer) Gloss Level 5 (Semi-Gloss) 1 W.B. Galvanized Primer 134 2 Institutional Low Odor/Low VOC 147 3 Institutional Low Odor/Low VOC 147 5 INT 6.3 DRESSED LUMBER INT 6.3V - G5 INSTITUTION AL LOW ODOR/LOW VOC (over latex primer) Gloss Level 5 (Semi-Gloss) 1 Latex Primer 39 2 Institutional Low Odor/Low VOC 147 3 Institutional Low Odor/Low VOC 147 6 INT 6.3 DRESSED LUMBER INT 6.3Q - G5 W.B. VARNISH, CLEAR Gloss Level 5 (Semi-Gloss) 1 W.B. Varnish 129 2 W.B. Varnish 129 3 W.B. Varnish 129 CORNELL UNIVERSITY SECTION 09 91 23 Ithaca, New York INTERIOR PAINTING 122 McGraw Place - Roof Deck Replacement 09 91 23 - 14 February 3, 2017 7 INT 6.3 DRESSED LUMBER INT 6.3WW - G5 W.B. VARNISH, CLEAR (over w.b. stain) Gloss Level 5 (Semi-Gloss) 1 Semi-Transparent Stain, W.B. 186 2 W.B. Varnish 129 3 W.B. Varnish 129 4 W.B. Varnish 129 8 INT 6.4 WOOD PANELING AND CASEWORK INT 6.4T - G5 INSTITUTION AL LOW ODOR/VOC (over latex primer) Gloss Level 5 (Semi-Gloss) 1 Latex Primer 39 2 Institutional Low Odor/Low VOC 147 3 Institutional Low Odor/Low VOC 147 9 INT 6.4 WOOD PANELING AND CASEWORK INT 6.4M - G5 W.B. VARNISH, CLEAR Gloss Level 5 (Semi-Gloss) 1 W.B. Varnish 129 W.B. Varnish 129 W.B. Varnish 129 1 0 INT 6.4 WOOD PANELING AND CASEWORK INT 6.4UU - G4 W.B. ACYRLIC, CLEAR (over w.b. stain) Gloss Level 4 ("Satin-Like") 1 Semi-Transparent Stain, W.B. 186 2 W.B. Varnish 125 3 W.B. Varnish 125 1 1 INT 9.2 PLASTER AND GYPSUM BOARD INT 9.2M - G3 INSTITUTION AL LOW ODOR/LOW VOC (over low odor, low VOC primer) Gloss Level 3 ("Eggshell-Like ") 1 Primer/Sealer, Interior, Low Odor/Low VOC 149 CORNELL UNIVERSITY SECTION 09 91 23 Ithaca, New York INTERIOR PAINTING 122 McGraw Place - Roof Deck Replacement 09 91 23 - 15 February 3, 2017 2 Institutional Low Odor/Low VOC 145 3 Institutional Low Odor/Low VOC 145 1 2 INT 9.3 ACOUSTIC PANELS AND TILES INT 9.3D - G1 INSTITUTION AL LOW ODOR/LOW VOC Gloss Level 1 (Flat or Matte) 1 Institutional Low Odor/Low VOC 143 2 Institutional Low Odor/Low VOC 143 END OF SECTION CORNELL UNIVERSITY SECTION 09 68 13 Ithaca, New York TILE CARPETING 122 McGraw Place - Roof Deck Replacement 09 68 13 - 1 February 3, 2017 SECTION 09 68 13 TILE CARPETING PART 1 GENERAL 1.01 SECTION INCLUDES A. Carpet tile, fully adhered. B. Removal of existing carpet tile. 1.02 REFERENCE STANDARDS A. ASTM D2859 - Standard Test Method for Ignition Characteristics of Finished Textile Floor Covering Materials; 2006 (Reapproved 2011). B. ASTM E648 - Standard Test Method for Critical Radiant Flux of Floor-Covering Systems Using a Radiant Heat Energy Source; 2014c. C. CRI 104 - Standard for Installation of Commercial Carpet; 2015. D. NFPA 253 - Standard Method of Test for Critical Radiant Flux of Floor Covering Systems Using a Radiant Heat Energy Source; 2015. 1.03 SUBMITTALS A. Product Data: Provide data on specified products, describing physical and performance characteristics; sizes, patterns, colors available, and method of installation. B. Samples: Submit two carpet tiles illustrating color and pattern design for each carpet color selected. C. Manufacturer's Installation Instructions: Indicate special procedures and perimeter conditions requiring special attention. D. Maintenance Data: Include maintenance procedures, recommended maintenance materials, and suggested schedule for cleaning. 1.04 QUALITY ASSURANCE A. Manufacturer Qualifications: Company specializing in manufacturing specified carpet tile with minimum three years documented experience. B. Installer Qualifications: Company specializing in installing carpet tile with minimum three years documented experience and approved by carpet tile manufacturer. 1.05 FIELD CONDITIONS A. Store materials in area of installation for minimum period of 24 hours prior to installation. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Tile Carpeting: 1. Interface, Inc: www.interfaceinc.com. 2.02 MATERIALS A. Tile Carpeting: Tufted, manufactured in one color dye lot. 1. Product: Carpet to tile to match existing manufactured by Interface. CORNELL UNIVERSITY SECTION 09 68 13 Ithaca, New York TILE CARPETING 122 McGraw Place - Roof Deck Replacement 09 68 13 - 2 February 3, 2017 2. Tile Size: 20 by 20 inch, nominal. 3. Color: As selected by Architect. 4. Pattern: As selected by Architect. 5. Static Control Fiber: (AATCC - 134) < 3.0 KV. 6. Gage: 1/12 inch. 7. Stitches: 8.2 per inch. 8. Pile Weight: 17 oz/sq yd. 2.03 ACCESSORIES A. Sub-Floor Filler: White premix latex; type recommended by flooring material manufacturer. B. Adhesives: C. Carpet Tile Adhesive: Recommended by carpet tile manufacturer; releasable type. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that sub-floor surfaces are smooth and flat within tolerances specified for that type of work and are ready to receive carpet tile. B. Verify that sub-floor surfaces are dust-free and free of substances that could impair bonding of adhesive materials to sub-floor surfaces. C. Cementitious Sub-floor Surfaces: Verify that substrates are dry enough and ready for flooring installation by testing for moisture and pH. 1. Obtain instructions if test results are not within limits recommended by flooring material manufacturer and adhesive materials manufacturer. 3.02 PREPARATION A. Remove existing carpet tile. B. Prepare floor substrates as recommended by flooring and adhesive manufacturers. C. Remove sub-floor ridges and bumps. Fill minor or local low spots, cracks, joints, holes, and other defects with sub-floor filler. D. Apply, trowel, and float filler to achieve smooth, flat, hard surface. Prohibit traffic until filler is cured. E. Vacuum clean substrate. 3.03 INSTALLATION A. Starting installation constitutes acceptance of sub-floor conditions. B. Install carpet tile in accordance with manufacturer's instructions. C. Blend carpet from different cartons to ensure minimal variation in color match. D. Cut carpet tile clean. Fit carpet tight to intersection with vertical surfaces without gaps. E. Lay carpet tile in square pattern, with pile direction parallel to next unit, set parallel to building lines. F. Fully adhere carpet tile to substrate. CORNELL UNIVERSITY SECTION 09 68 13 Ithaca, New York TILE CARPETING 122 McGraw Place - Roof Deck Replacement 09 68 13 - 3 February 3, 2017 G. Trim carpet tile neatly at walls and around interruptions. H. Complete installation of edge strips, concealing exposed edges. 3.04 CLEANING A. Remove excess adhesive without damage, from floor, base, and wall surfaces. B. Clean and vacuum carpet surfaces. END OF SECTION CORNELL UNIVERSITY SECTION 06 73 00 Ithaca, New York COMPOSITE DECKING 122 McGraw Place - Roof Deck Replacement 06 73 00 - 1 February 3, 2017 SECTION 06 73 00 COMPOSITE DECKING PART 1 GENERAL 1.01 SECTION INCLUDES A. Composite Decking 1.02 RELATED SECTIONS A. Section 06 11 00 – Wood Framing 1.03 REFERENCES A. ASTM D-7032-04: Standard Specification for Establishing Performance Ratings for Wood-Plastic Composite Deck Boards and Guardrail Systems (Guards or Handrails), ASTM International. B. ASTM D-7031-04: Standard Guide for Evaluating Mechanical and Physical Properties of Wood-Plastic Composite Products, ASTM International C. ASTM E-84-01: Test Method for Surface Burning Characteristics of Building Materials, ASTM International. D. ASTM D 570: Water Absorption of Plastics E. ASTM D 1761: Mechanical Fasteners in Wood F. ASTM D -1413-99: Test method for Wood Preservatives by Laboratory Soil-block Cultures G. ASTM C177: Standard Test Method for Steady-State Heat Flux Measurements and Thermal Transmission Properties by Means of the Guarded-Hot-Plate Apparatus 1.04 DESIGN/PERFORMANCE REQUIREMENTS A. Structural Performance: 1. Deck: Uniform Load – 100lbf/sq.ft. 2. Fire-Surface Burning Characteristics per ASTM E-84. 1.05 SUBMITTALS A. Product Data Indicate sizes, profiles, surface style, and performance characteristics B. Samples: For each product specified, one sample representing actual product color, size, and finish. 1.06 DELIVERY, STORAGE, AND HANDLING A. Store products on a flat and level surface. Adjust support blocks accordingly B. Support bundles on supplied dunnage C. When stacking composite decking bundles, supports should start approximately 8” from each end and be spaced approximately 2ft on center. Supports should line up vertically/perpendicular to the decking product. D. Do not stack composite deck decking more than 14 bundles. E. Keep material covered using the provided bundle cover until time of installation. CORNELL UNIVERSITY SECTION 06 73 00 Ithaca, New York COMPOSITE DECKING 122 McGraw Place - Roof Deck Replacement 06 73 00 - 2 February 3, 2017 F. See manufacturer for detailed storage recommendations; 1.07 WARRANTY A. Provide manufactures warranty against rot, decay, splitting, checking, splintering, fungal damage, and termite damage for a period of 25 years for a residential installation and 10 years for a commercial installation. In addition provide the a Manufacturer's Fade and Stain Warranty against food staining and fading beyond 5 Delta E (CIE units) for a period of 10 years. PART 2 PRODUCTS 2.01 2.1 MANUFACTURERS A. Basis of Design: 1. "TREX SELECT" Supplied by Trex Company, Inc., 160 Exeter Dr., Winchester, VA 22603. B. Substitutions: Not permitted under Division 01 2.02 APPLICATIONS/SCOPE A. Wood-Plastic Composite Lumber; 1. Material Description: Composite Decking consisting of recycled Linear Low Density Polyethylene (LLDPE) and recycled wood. The product is extruded into shapes and sizes as follows: a. Trex Select 2" Square Edge Decking Boards; 1.3” x 5.5”. b. Lengths – 12, 16, and 20 feet c. Color – To be specified by owner from Manufacturer's standard list of colors. Test Test Method Value Flame spread ASTM E 84 85 Thermal Expansion ASTM D 1037 1.9 x 10-5 inch/inch/degreeF Moisture Absorption ASTM D 1037 < 1.2% Screw Withdrawal ASTM D1761 388 lbs/in Fungus Resistance ASTM D1413 Rating - no decay Termite Resistanc AWPAE1-72 Rating = 9.7 Ultimate (Typical)Values * Compression Parallel ASTM D143 1588 psi 540 psi Compression Perpendicular ASTM D143 1437 psi 540 psi Bending Strength ASTM D198 3280 psi 500 psi Shear Strength ASTM D143 1761 psi 360 psi Modulus of Elasticity ASTM D4761 400,000psi 200,000 psi Modulus of Rupture ASTM D4761 3750 psi 500 psi CORNELL UNIVERSITY SECTION 06 73 00 Ithaca, New York COMPOSITE DECKING 122 McGraw Place - Roof Deck Replacement 06 73 00 - 3 February 3, 2017 * ULTIMATE STRENGTH VALUES ARE NOT MEANT FOR DESIGN ANALYSIS. DESIGN VALUES ARE FOR TEMPERATURES UP TO 130F (54C) 2.03 ACCESSORIES A. Fasteners: 1. Screws; "Dexxter Composite Decking Screw" - 6 Lobe Drive only as manufactured by Simpson Strong-Tie Co., Inc. PART 3 EXECUTION 3.01 3.1 INSTALLATION A. A. Install according to manufacturer's installation guidelines. B. B. Cut, drill, and rout using carbide tipped blades C. C. Do not use composite wood material for structural applications 3.02 3.2 CLEANING A. A. Following cleaning recommendations per manufacturer's instructions. CORNELL UNIVERSITY SECTION 06 10 00 Ithaca, New York ROUGH CARPENTRY 122 McGraw Place - Roof Deck Replacement 06 10 00 - 1 February 3, 2017 SECTION 06 10 00 ROUGH CARPENTRY PART 1 GENERAL 1.01 SECTION INCLUDES A. Structural dimension lumber framing. B. Subflooring. C. Preservative treated wood materials. 1.02 RELATED REQUIREMENTS A. Section 06 73 00 - Composite Decking 1.03 REFERENCE STANDARDS A. AFPA (WFCM) - Wood Frame Construction Manual for One- and Two-Family Dwellings; 2012. B. ASTM A153/A153M - Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware; 2009. C. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process; 2015. D. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials; 2015a. E. AWPA U1 - Use Category System: User Specification for Treated Wood; 2012. F. ICC (IBC) - International Building Code; 2015. G. PS 2 - Performance Standard for Wood-Based Structural-Use Panels; 2010. H. PS 20 - American Softwood Lumber Standard; 2010. I. SPIB (GR) - Grading Rules; 2014. 1.04 SUBMITTALS A. See Section 01 33 00 - Administrative Requirements, for submittal procedures. B. Product Data: Provide technical data on wood preservative materials and application instructions. C. Manufacturer's Certificate: Certify that wood products supplied for rough carpentry meet or exceed specified requirements. 1.05 DELIVERY, STORAGE, AND HANDLING A. General: Cover wood products to protect against moisture. Support stacked products to prevent deformation and to allow air circulation. 1.06 WARRANTY A. See Section 01 77 00 - Closeout Submittals, for additional warranty requirements. B. Correct defective Work within a five year period after Date of Substantial Completion. CORNELL UNIVERSITY SECTION 06 10 00 Ithaca, New York ROUGH CARPENTRY 122 McGraw Place - Roof Deck Replacement 06 10 00 - 2 February 3, 2017 PART 2 PRODUCTS 2.01 GENERAL REQUIREMENTS A. Dimension Lumber: Comply with PS 20 and requirements of specified grading agencies. 1. If no species is specified, provide any species graded by the agency specified; if no grading agency is specified, provide lumber graded by any grading agency meeting the specified requirements. 2. Grading Agency: Any grading agency whose rules are approved by the Board of Review, American Lumber Standard Committee (www.alsc.org) and who provides grading service for the species and grade specified; provide lumber stamped with grade mark unless otherwise indicated. 3. Lumber of other species or grades is acceptable provided structural and appearance characteristics are equivalent to or better than products specified. B. Lumber fabricated from old growth timber is not permitted. 2.02 DIMENSION LUMBER A. Grading Agency: Southern Pine Inspection Bureau, Inc; SPIB (GR). B. Sizes: Nominal sizes as indicated on drawings, S4S. C. Moisture Content: S-dry or MC19. D. Joist Framing (2 by 6 through 4 by 16): 1. Machine stress-rated (MSR) as follows: a. Fb-single (minimum extreme fiber stress in bending): 1350 psi. b. E (minimum modulus of elasticity): 1,300,000 psi. 2. Species: Any allowed under grading rules. 2.03 CONSTRUCTION PANELS A. Subfloor/Underlayment Combination: Oriented strand board wood structural panel; PS 2, rated Single Floor. 1. Bond Classification: Exterior. 2. Performance Category: 23/32 PERF CAT. 3. Span Rating: 24. 4. Edges: Tongue and groove. 5. Surface Finish: Fully sanded face. 6. Provide fastening guide on top panel surface with separate markings indicating fastener spacing for 16 inches, 19.2 inches and 24 inches on center, respectively. 7. Warranty: Manufacturer's standard lifetime limited warranty against manufacturing defects and that panels will not delaminate or require sanding due to moisture absorption damage from exposure to weather for up to the stated period. 8. Manufacturers: a. Huber Engineered Woods, LLC; Product: AdvanTech Flooring: www.huberwood.com. 2.04 ACCESSORIES A. Fasteners and Anchors: CORNELL UNIVERSITY SECTION 06 10 00 Ithaca, New York ROUGH CARPENTRY 122 McGraw Place - Roof Deck Replacement 06 10 00 - 3 February 3, 2017 1. Metal and Finish: Hot-dipped galvanized steel complying with ASTM A153/A153M for high humidity and preservative-treated wood locations, unfinished steel elsewhere. 2. Anchors: Expansion shield and lag bolt type for anchorage to solid masonry or concrete. B. Die-Stamped Connectors: Hot dipped galvanized steel, sized to suit framing conditions. 1. For contact with preservative treated wood in exposed locations, provide minimum G185 galvanizing complying with ASTM A653/A653M. C. Joist Hangers: Hot dipped galvanized steel, sized to suit framing conditions. D. Subfloor Glue: Waterproof, air cure type, cartridge dispensed. 1. Products: a. Franklin International, Inc.; Titebond PROvantage Weatherproof Subfloor Adhesive: www.titebond.com/sle. 2.05 FACTORY WOOD TREATMENT A. Treated Lumber and Plywood: Comply with requirements of AWPA U1 - Use Category System for wood treatments determined by use categories, expected service conditions, and specific applications. 1. Preservative-Treated Wood: Provide lumber and plywood marked or stamped by an ALSC-accredited testing agency, certifying level and type of treatment in accordance with AWPA standards. B. Preservative Treatment: 1. Preservative Pressure Treatment of Lumber Above Grade: AWPA U1, Use Category UC3B, Commodity Specification A using waterborne preservative. a. Kiln dry lumber after treatment to maximum moisture content of 19 percent. b. Treat lumber exposed to weather. c. Treat lumber in contact with roofing, flashing, or waterproofing. PART 3 EXECUTION 3.01 PREPARATION A. Coordinate installation of rough carpentry members specified in other sections. 3.02 INSTALLATION - GENERAL A. Select material sizes to minimize waste. B. Reuse scrap to the greatest extent possible; clearly separate scrap for use on site as accessory components, including: shims, bracing, and blocking. C. Where treated wood is used on interior, provide temporary ventilation during and immediately after installation sufficient to remove indoor air contaminants. 3.03 FRAMING INSTALLATION A. Set structural members level, plumb, and true to line. Discard pieces with defects that would lower required strength or result in unacceptable appearance of exposed members. CORNELL UNIVERSITY SECTION 06 10 00 Ithaca, New York ROUGH CARPENTRY 122 McGraw Place - Roof Deck Replacement 06 10 00 - 4 February 3, 2017 B. Make provisions for temporary construction loads, and provide temporary bracing sufficient to maintain structure in true alignment and safe condition until completion of erection and installation of permanent bracing. C. Install structural members full length without splices unless otherwise specifically detailed. D. Comply with member sizes, spacing, and configurations indicated, and fastener size and spacing indicated, but not less than required by applicable codes and AFPA (WFCM) Wood Frame Construction Manual. E. Install horizontal spanning members with crown edge up and not less than 1-1/2 inches of bearing at each end. 3.04 INSTALLATION OF CONSTRUCTION PANELS A. Subflooring/Underlayment Combination: Glue and nail to framing; staples are not permitted. 3.05 SITE APPLIED WOOD TREATMENT A. Apply preservative treatment compatible with factory applied treatment at site-sawn cuts, complying with manufacturer's instructions. B. Allow preservative to dry prior to erecting members. 3.06 TOLERANCES A. Framing Members: 1/4 inch from true position, maximum. B. Surface Flatness of Floor: 1/8 inch in 10 feet maximum, and 1/4 inch in 30 feet maximum. C. Variation from Plane (Other than Floors): 1/4 inch in 10 feet maximum, and 1/4 inch in 30 feet maximum. 3.07 CLEANING A. Waste Disposal: Comply with the requirements of Section 01 74 19 - Construction Waste Management and Disposal. B. Waste Disposal: Comply with the requirements of Section 01 35 43 - General Environmental Requirements. 1. Comply with applicable regulations. 2. Do not burn scrap on project site. 3. Do not burn scraps that have been pressure treated. 4. Do not send materials treated with pentachlorophenol, CCA, or ACA to co-generation facilities or “waste-to-energy” facilities. C. Do not leave any wood, shavings, sawdust, etc. on the ground or buried in fill. D. Prevent sawdust and wood shavings from entering the storm drainage system. END OF SECTION CORNELL UNIVERSITY SECTION 05 50 00 Ithaca, New York METAL FABRICATIONS 122 McGraw Place - Roof Deck Replacement 05 50 00 - 1 February 3, 2017 SECTION 05 50 00 METAL FABRICATIONS PART 1 GENERAL 1.01 SECTION INCLUDES A. Shop fabricated steel items. 1.02 RELATED REQUIREMENTS A. Section 05 52 20 - Railing Cable Systems 1.03 REFERENCE STANDARDS A. ASTM A36/A36M - Standard Specification for Carbon Structural Steel; 2014. B. ASTM A123/A123M - Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products; 2015. C. ASTM A153/A153M - Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware; 2009. D. ASTM A307 - Standard Specification for Carbon Steel Bolts, Studs, and Threaded Rod 60 000 PSI Tensile Strength; 2014. E. ASTM A501/A501M - Standard Specification for Hot-Formed Welded and Seamless Carbon Steel Structural Tubing; 2014. F. AWS A2.4 - Standard Symbols for Welding, Brazing, and Nondestructive Examination; 2012. G. AWS D1.1/D1.1M - Structural Welding Code - Steel; 2015. 1.04 SUBMITTALS A. See Section 01 33 00 - Administrative Requirements, for submittal procedures. B. Shop Drawings: Indicate profiles, sizes, connection attachments, reinforcing, anchorage, size and type of fasteners, and accessories. Include erection drawings, elevations, and details where applicable. 1. Indicate welded connections using standard AWS A2.4 welding symbols. Indicate net weld lengths. PART 2 PRODUCTS 2.01 MATERIALS - STEEL A. Steel Plates: ASTM A36/A36M. B. Steel Tubing: ASTM A501/A501M hot-formed structural tubing. C. Bolts, Nuts, and Washers: ASTM A307, galvanized to ASTM A153/A153M where connecting galvanized components. D. Welding Materials: AWS D1.1/D1.1M; type required for materials being welded. E. Touch-Up Primer for Galvanized Surfaces: SSPC-Paint 20, Type I - Inorganic, complying with VOC limitations of authorities having jurisdiction. CORNELL UNIVERSITY SECTION 05 50 00 Ithaca, New York METAL FABRICATIONS 122 McGraw Place - Roof Deck Replacement 05 50 00 - 2 February 3, 2017 2.02 FABRICATION A. Fit and shop assemble items in largest practical sections, for delivery to site. B. Fabricate items with joints tightly fitted and secured. C. Grind exposed joints flush and smooth with adjacent finish surface. Make exposed joints butt tight, flush, and hairline. Ease exposed edges to small uniform radius. D. Supply components required for anchorage of fabrications. Fabricate anchors and related components of same material and finish as fabrication, except where specifically noted otherwise. 2.03 FABRICATED ITEMS A. Galvanized steel with finish railing fastening plates and kicker posts with anchoring devices and sizes as indicated on drawings for railing assembly, drilled and tapped for fastener types, sizes, and spacing indicated, powdercoated paint finish. 2.04 FINISHES - STEEL A. Clean surfaces of rust, scale, grease, and foreign matter prior to finishing. B. Prime Painting: One coat. C. Galvanizing of Structural Steel Members: Galvanize after fabrication to ASTM A123/A123M requirements. Provide minimum 1.7 oz/sq ft galvanized coating. D. Powder coated paint finish. 2.05 FABRICATION TOLERANCES A. Squareness: 1/8 inch maximum difference in diagonal measurements. B. Maximum Offset Between Faces: 1/16 inch. C. Maximum Misalignment of Adjacent Members: 1/16 inch. D. Maximum Bow: 1/8 inch in 48 inches. E. Maximum Deviation From Plane: 1/16 inch in 48 inches. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that field conditions are acceptable and are ready to receive work. 3.02 PREPARATION A. Clean and strip primed steel items to bare metal where site welding is required. 3.03 INSTALLATION A. Install items plumb and level, accurately fitted, free from distortion or defects. B. Provide for erection loads, and for sufficient temporary bracing to maintain true alignment until completion of erection and installation of permanent attachments. C. Field weld components as indicated on drawings. D. Perform field welding in accordance with AWS D1.1/D1.1M. CORNELL UNIVERSITY SECTION 05 50 00 Ithaca, New York METAL FABRICATIONS 122 McGraw Place - Roof Deck Replacement 05 50 00 - 3 February 3, 2017 E. Obtain approval prior to site cutting or making adjustments not scheduled. END OF SECTION CORNELL UNIVERSITY SECTION 05 52 20 Ithaca, New York RAILING CABLE SYSTEMS 122 McGraw Place - Roof Deck Replacement 05 52 20 - 1 February 3, 2017 SECTION 05 52 20 RAILING CABLE SYSTEMS PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: Stainless steel cable and fittings for railing infill. 1.02 RELATED REQUIREMENTS A. Sections 05 50 00 Metal Fabrications 1.03 SUBMITTALS A. Reference Section 01 33 00 - Submittal Procedures; submit following items: 1. Product Data. 2. Shop Drawings: Indicate materials, sizes, fabrication, anchorage and installation details, and lengths for cable systems on shop drawings prepared by fabricator of cable supporting structure. 3. Samples: Minimum 12 inch length of cable and each fitting and accessory proposed for the Project. Submit items in specified finish. 4. Quality Assurance/Control Submittals: a. Qualifications: Proof of manufacturer’s qualifications. b. Manufacturer’s Installation Instructions. 5. Closeout Submittals: Reference Section 01 77 00 - Closeout Submittals; submit following items: 1.04 MAINTENANCE INSTRUCTIONS: A. Manufacturer’s recommendation for periodic checking and adjustment of cables to maintain uniform cable tension. B. Manufacturer’s recommendation for periodic cleaning to remove accumulated dirt, debris, and stains. 1.05 QUALITY ASSURANCE A. Qualifications: 1. Manufacturer Qualifications: Minimum five years experience in producing cable assemblies of the type specified. 1.06 DELIVERY, STORAGE, AND HANDLING A. Reference Section 01 66 00 - Product Storage and Handling Requirements. B. Follow manufacturer’s instructions. 1.07 WARRANTY A. Special Warranty: Stainless steel cables and connectors – 10 year limited warranty against defects in materials and workmanship. CORNELL UNIVERSITY SECTION 05 52 20 Ithaca, New York RAILING CABLE SYSTEMS 122 McGraw Place - Roof Deck Replacement 05 52 20 - 2 February 3, 2017 PART 2 - PRODUCTS 2.01 MANUFACTURERS A. Feeney, Inc. Toll Free: (800) 888-2418 2603 Union Street Oakland, CA 94607 Tel: (510) 893-9473, FAX: (510) 893-9484 E-Mail: sales@feeneyinc.com, Website: http://www.feeneyinc.com B. Product: CableRail by Feeney cable assemblies and fittings. C. Substitutions: Reference Section 01 25 13-Product Substitution Procedures. 2.02 MATERIALS A. Cables: Type 316 stainless steel as specified below, polished finish, commercial, dry grade. B. Fittings: 1. Swage Style: Type 316 stainless steel, vibratory/tumbled finish. 2. Quick-Connect Style: Type 316 stainless steel body, mill finish. 2.03 COMPONENTS A. CableRail, Standard Cable Assemblies: 3/16 inch diameter by length as required, 1x19 construction, Type 316 stainless steel cable with a stainless steel threaded terminal factory attached to one end. Provide 2 stainless steel flat washers, 1 stainless steel washer-nut, 2 stainless steel end caps, and 1 stainless steel Quick-Connect Stainless steel fitting with each assembly. 1. Accessories: Stainless steel protector sleeves, rubber grommets, bushings, beveled washers and additional accessories as recommended by manufacturer for installation conditions. B. CableRail by Feeney, Custom Cable Fittings and Assemblies: 1. Cable: 3/16 inch (4.8 mm) diameter, 1x19 construction, Type 316 stainless steel. a. Coating: Clear PVC. 2. Fittings: a. Swage Style: Type 316 stainless steel terminals, turnbuckles, adjusters, and fixed ends and other hardware [as identified by manufacturer’s model number on Drawings] [as recommended by manufacturer for installation conditions]. b. Connect Style: Type 316 stainless steel connect terminals, turnbuckles, adjusters, and fixed ends and other hardware as recommended by manufacturer for installation conditions. PART 3 - EXECUTION 3.01 EXAMINATION A. Examine work to which cables will be anchored or will penetrate. Coordinate with responsible entity to perform corrective work as necessary. 1. Verify post size and cable spacing are in accordance with manufacturer’s recommendations. 2. Take field measurements and compare installation conditions to shop drawings. Notify manufacturer if field measurements vary from shop drawings. CORNELL UNIVERSITY SECTION 05 52 20 Ithaca, New York RAILING CABLE SYSTEMS 122 McGraw Place - Roof Deck Replacement 05 52 20 - 3 February 3, 2017 3.02 INSTALLATION A. Follow manufacturer’s installation instructions. B. Isolate dissimilar metals with grommets or bushings. 3.03 CLEANING A. Reference Section 01 35 43 General Environmental Requirements. B. Clean cables thoroughly using synthetic scotch type pads and hot soapy water (or denatured alcohol) to remove residual lubricants; rinse thoroughly with clear water and wipe dry. END OF SECTION CORNELL UNIVERSITY SECTION 05 05 13 Ithaca, New York FACTORY-APPLIED COATING FOR METAL 122 McGraw Place - Roof Deck Replacement 05 05 13 - 1 February 3, 2017 SECTION 05 05 13 FACTORY-APPLIED COATING FOR METAL PART 1 GENERAL 1.01 SECTION INCLUDES A. This Section specifies factory-applied metal coatings including the following: 1. Hot-dip galvanizing and factory-applied high-performance fluoropolymer architectural finish for iron and steel fabrications. 1.02 RELATED SECTIONS A. Examine Contract Documents for requirements that affect Work of this Section. Other Specification Sections that directly relate to Work of this Section include, but are not limited to: 1. Section 05 50 00 - Metal Fabrications. 2. Section 05 52 20 – Railing Cable Systems 1.03 SUBMITTALS A. Product Literature for Factory-Applied Metal Coatings: Submit galvanizer’s product literature for coatings specified in this Section including test data. B. Verification Samples for Factory-Applied Metal Coatings: Submit two 3 inch by 6 inch samples of factory-applied coatings and colors proposed for use for approval prior to coating application. C. Certificate of Compliance for Items Coated by Galvanizer: If requested, submit notarized Certificate of Compliance with application for payment for galvanizing, signed by the galvanizer, indicating compliance with requirements of specifications. Include scope of services provided, and quantity and itemized description of items processed. D. Certificate of Compliance for Shop Drawing Review by Galvanizer: If requested, submit galvanizer's certification that shop drawings for metal fabrications to receive metal coatings have been reviewed and that fabrications are acceptable to galvanizer for proper application of galvanizing and metal coatings. All drawings shall be signed by the galvanizer to indicate acceptance of design for galvanizing. E. Certificate of Compliance of Item Identification by Galvanizer: The galvanizer shall mark all lots of material with a clearly visible tag indicating the name of the galvanizer, the type and weight of the coating, and the applicable ASTM standards. If requested, submit certification of compliance that items have been tagged. F. Certificate of Compliance for Shop Application: Galvanizer/applicator shall supply a certificate of compliance with SSPC-QP3 – Certification Standard for Shop Application of Complex Protective Coating Systems. G. Substitutions: If substitutions or other products are proposed, submit this specification signed by the firm proposing the other products, indication line-by-line comparison of the proposed substitution or equal product with test results. Substitutions proposed with comparison test results will not be accepted. CORNELL UNIVERSITY SECTION 05 05 13 Ithaca, New York FACTORY-APPLIED COATING FOR METAL 122 McGraw Place - Roof Deck Replacement 05 05 13 - 2 February 3, 2017 1.04 QUALITY ASSURANCE A. Galvanizer’ Qualifications: Engage the services of a qualified galvanizer who has demonstrated a minimum of ten years experience in the successful application of galvanized coatings specified in this specification in the facility where the work is to be performed and who will apply the coatings within the same facility. B. Coating Applicator’s Qualifications: Galvanizing and factory-applied coatings shall be performed by a company with a minimum of ten years’ experience in the successful application of hot-dip galvanizing utilizing the dry kettle process. C. Pre-Construction Conference for Metal Fabrications to Receive Factory-Applied Metal Coatings: Contractor shall schedule a meeting to be attended by Contractor, Architect, fabricator, and galvanizer. Agenda shall include the following: Project schedule, scope of services, coordination between fabricator and galvanizer, finish of surfaces, application of coatings, color selections, submittals, and approvals. D. Coordination between Fabricator and Galvanizer: Prior to fabrication and final submittal of shop drawings to Architect, direct fabricators to submit shop drawings to the galvanizer for all metal fabrications to receive factory-applied metal coatings. Direct galvanizer to review fabricator's shop drawings for suitability of materials for galvanizing and coatings and coordinate any required modifications to fabrications required to be performed by the fabricator. E. Environmental Compliance: Coatings shall be certified OTC/VOC compliant and conform to EPA standards and local regulations. PART 2 PRODUCTS 2.01 COATING APPLICATOR A. Coating Applicator: For the purpose of establishing a standard of quality and performance, provide factory-applied metal coatings by Duncan Galvanizing, 69 Norman Street, Everett, MA, 02149, telephone 617-389-8440, fax 617-389-2831, www.duncangalvanizing.com. 2.02 HOT-DIP GALVANIZING AND FACTORY-APPLIED ARCHITECTURAL FINISH - FLUOROPOLYMER PAINT A. Hot-Dip Galvanizing: For steel exposed to the elements, weather or corrosive environments and other steel indicated to be galvanized, provide coating for iron and steel fabrications applied by the hot-dip process. Galvanizing bath shall contain special high grade zinc and other earthly materials. 1. Basis-of-Design: Duragalv by Duncan Galvanizing. 2. Comply with ASTM A 123 for fabricated products and ASTM A 153 for hardware. 3. Provide thickness of galvanizing specified in referenced standards. 4. Fill vent holes after galvanizing, if applicable, and grind smooth. 5. Galvanizing shall exhibit a rugosity (smoothness) 4 rug or less (16-20 microns of variation) when measured by a profilometer over a 1-inch straight line on the surface of elements that are less than 24 pounds per running foot. Profilometer shall be capable of operating in 1 micron increments. CORNELL UNIVERSITY SECTION 05 05 13 Ithaca, New York FACTORY-APPLIED COATING FOR METAL 122 McGraw Place - Roof Deck Replacement 05 05 13 - 3 February 3, 2017 B. Architectural Finish: Provide factory-applied architectural coating over hot-dip galvanized steel, Colorgalv 15 by Duncan Galvanizing matching approved samples. 1. Primer coat shall be factory-applied prime coat. Apply primer within 12 hours after galvanizing at the same facility where the galvanizing is done in a controlled environment meeting applicable environmental regulations and as recommended by the primer coating manufacturer. 2. Finish coat shall be factory-applied color-pigmented architectural finish. Apply finish coating at the galvanizer’s plant, in a controlled environment meeting applicable environmental regulations and as recommended by the finish coating manufacturer. 3. Coatings shall be certified VOC compliant and conform to applicable regulations and EPA standards. 4. Apply the galvanizing, primer and coating within the same facility and provide single-source responsibility for galvanizing, priming and finish coating. Galvanizer shall certify that performance will be met without blast cleaning and coating will be applied within 12 hours of galvanizing at the galvanizer’s plant. If blasted, galvanizer shall certify that rugosity standards are met. C. Performance Criteria: Coatings must meet or exceed the criteria for the following categories as stipulated by the coatings manufacturer: 1. Primer coat shall be factory-applied. Apply primer within 12 hours after galvanizing at the same facility where the galvanizing is done in a controlled environment meeting applicable environmental regulations and as recommended by the primer coating manufacturer. Primer must meet or exceed the criteria for the following categories as stipulated by the coatings manufacturer: a. Abrasion Resistance: ASTM D 4060 (CS17 Wheel, 1,000 grams load) 1kg load, 200 mg loss. b. Adhesion: ASTM D 4541, 1050 psi. c. Corrosion Weathering: ASTM D 5894, 13 cycles, 4,368 hours, Rating 10 per ASTM D 714 for blistering; Rating: 7 per ASTM D 610 for rusting. d. Direct Impact Resistance: ASTM D 2794, 160 in. lbs. e. Flexibility: ASTM D 522, 180 degrees bend, 1-inch mandrel, Passes. f. Pencil Hardness: ASTM D 3363, 3H. g. Moisture Condensation Resistance: ASTM D 4585, 100 degrees F, 2000 hours, Passes no cracking or delamination. h. Dry Heat Resistance: ASTM D 2485, 250 degrees F. i. Accelerated Weathering: QUV ASTM D 4587 QUV A 5000 Hours: Passes. j. Salt Fog Resistance: ASTM B 117, 5,600 hours, No cracking or blisters. 2. Intermediate Coat: a. Abrasion Resistance: ASTM D 4060, CS17 Wheel, 1,000 cycles 1kg load., 87.1 mg loss. b. Adhesion: ASTM D 4541, 1050 psi. c. Direct Impact Resistance: ASTM D 2794, greater than 28 in. pounds. d. Dry Heat Resistance: ASTM D 2485, 200 degrees F (93 C). CORNELL UNIVERSITY SECTION 05 05 13 Ithaca, New York FACTORY-APPLIED COATING FOR METAL 122 McGraw Place - Roof Deck Replacement 05 05 13 - 4 February 3, 2017 e. Salt Fog Resistance: ASTM B 117 9,000 hours, Rating 10 per ASTM D 714 for blistering, Rating 9 per ASTM D 610 for rusting. f. Flexibility: ASTM D 522, 180 degrees bend, 1/8-inch mandrel, Passes. g. Pencil Hardness: ASTM D3363, F h. Moisture Condensation Resistance: ASTM D 4585, 100 degrees F, 1000 hours, No blistering or delamination. i. Xenon Arc Test: ASTM D 4798, Pass 200 hours. j. Corrosion Weathering: ASTM D 5894, 21 Cycles, 7056 Hours: Rating 10 Per ASTM D 714 for blistering. Rating 9 Per ASTM D 610 for Rusting. k. Thermal Shock: ASTM D 2246, 15 cycles, Result- Excellent. 3. Topcoat: a. Adhesion: ASTM D 4541, 2,283 psi. b. Direct Impact Resistance: ASTM G14, 120 in. pounds. c. Dry Heat Resistance: ASTM D 2485, 200 degrees F. d. Salt Fog Resistance: ASTM B 117 5,000 hours, Rating 10 per ASTM D 714 for blistering, Rating 10 per ASTM D 610 for Rusting. e. Flexibility: ASTM D 522, 180 degrees bend, 1/8-inch mandrel, Passes. f. Pencil Hardness: ASTM D 3363, F-H. g. Moisture Condensation Resistance: ASTM D4585, 100 degrees F, 5000 hours, No blisters or rust. No loss of gloss or adhesion. h. Thermal Shock: 30 cycles, Result- No loss of adhesion, no cracking. i. Fade: Defined as a loss of gloss in excess of 20 units of gloss, which shall be measured in accordance with ASTM D 523 with 60 degrees geometry. j. Color Shift: Not to exceed 12 DE CIE LAB units for whites and light colors. (yellows, oranges, and reds are excluded) measured by ASTM D 2244. 4. Galvanizing and finish coating shall exhibit a rugosity (smoothness) not greater than 4 rug (16-20 microns of variation) when measured by a profilometer over a 1-inch straight line on the surface of architectural and structural elements that are less than 24 pounds per running foot. Profilometer shall be capable of operating in 1 micron increments. 5. Warranty: Provide galvanizer’s standard warranty that materials will be free from 10 percent or more visible rust for 20 years. Warranty for the finish gloss and color shall be 15 years in accordance with the performance specifications referenced. PART 3 EXECUTION 3.01 APPLICATION OF FACTORY-APPLIED METAL COATINGS A. Galvanizing Application: Galvanize materials in accordance with specified standards and this specification. Galvanizing shall provide an acceptable substrate for applied coatings. The dry kettle process shall be used to eliminate any flux inclusions on the surface of the galvanized material. B. Prior to galvanizing, the steel shall be immersed in a pre-flux solution (zinc ammonium chloride). The pre-flux tank must be 12 to 14 Baumé density and contain less than 0.4 CORNELL UNIVERSITY SECTION 05 05 13 Ithaca, New York FACTORY-APPLIED COATING FOR METAL 122 McGraw Place - Roof Deck Replacement 05 05 13 - 5 February 3, 2017 percent iron. Use of the wet kettle process is not acceptable. To provide the galvanized surface required, the following procedures shall be implemented: 1. A monitoring recorder shall be utilized and inspected regularly to observe any variances in the galvanizing bath temperature. 2. The pickling tanks shall contain hydrochloric acid with an iron content less than 8 percent and zinc content less than 3 percent. Titrations shall be taken weekly at a minimum. 3. All chemicals and zinc shall be tested at least once a week to determine compliance with ASTM standards. All testing shall be done using atomic absorption spectrometry or x-ray fluorescence (XRF) equipment at a lab in the galvanizing plant. C. Finish coatings shall be applied under the following conditions. 1. Minimum air temperature shall be 65 degrees F. Surface temperature of steel shall be 60 degrees to 95 degrees F and, in any event, be 5 degrees F higher than the dew point. Humidity shall be 85 percent maximum. 2. The use of iron or steel shot and sand and aluminum oxide grit as a blast medium, and power wire brushes are not permitted. 3. Surface of substrate shall be dry and free from dust, dirt, oil, grease or other contaminants. Coating and cure facility shall be maintained free of airborne dust and dirt until coatings are completely cured. 3.02 INSTALLATION A. Installation: Comply with fabricator's and galvanizer's requirements for installation of materials and fabrications, including use of nylon slings or padded cables for handling factory-coated materials. B. Touch-Up and Repair: For damaged and field-welded metal coated surfaces, clean welds, bolted connections and abraded areas. 1. For galvanized surfaces, apply organic zinc repair paint complying with requirements of ASTM A 780, modified to 95 percent zinc in dry film. Galvanizing repair paint shall have 95 percent zinc by weight, ZiRP by Duncan Galvanizing. Thickness of applied galvanizing repair paint shall be not less than coating thickness required by ASTM A 123 or A 153 as applicable. Touch-up of galvanized surfaces with silver paint, brite paint, or aluminum paints is not acceptable. 2. For factory-applied finish coatings, field-touch-up shall be performed by factory approved personnel for warranties to apply. Touch-up shall be such that repair is not visible from a distance of 6 feet. If non factory-approved technicians are used for field touch-up, no warranties shall exist. 3. A touch-up repair kit or touchup instructions shall be provided to the Owner for each type of factory-applied finish. END OF SECTION Lisa Anderson, Project Manager Student and Campus Life Facilities 2336 S. Balch Hall Ithaca, New York 14853-3701 INVITATION TO BID FACILITY: Sigma Alpha Epsilon, 122 McGraw Ave, 4743 PROJECT: Roof Deck Replacement DATE: February 15, 2017 ☐ STATE OWNED (Prevailing Wage Required) ☒ UNIVERSITY OWNED (BTC Agreement Applies) 1.0 Scope of Work The scope of work includes the following: 1. Prepare work area as required to execute work per the attached drawings dated February 3, 2017 and described herein. 2. Coordinate all temporary power requirements with the project manager 3. Remove existing deck system per drawing A-101 and properly dispose of at contractor’s expense. 4. Power wash the existing modified bitumen roof in preparation for new membrane cover 5. Install new deck per drawings A-102, A-501, and A-502 6. All work shall occur on weekdays, between 9am and 5pm. 7. No additional noise such as radios shall be permitted during the project 8. No on-site storage is available for materials, tools or equipment. a. The building is occupied and all contractor items shall remain either within the contract limit lines or in a secure container/trailer in the parking lot at the end of each work day 9. Contractor shall verify that main entrances are secure throughout the day. No unauthorized access is permitted. 10. If contractor chooses to access the deck from the parking lot via the flat roof for debris removal, the contractor shall adequately protect the roof membrane throughout construction. 11. Contractors are permitted to park in the 122 McGraw lot by purchasing a parking permit through CU transportation services. The fee is $72/mo. 12. Project Schedule: a. Removal may begin starting April 5, 2017 and all work related to the roof membrane and deck system shall occur through May 5, 2017 b. Construction shall stand down – May 8th – 28th c. All interior work shall occur on May 29, 2017 and must be completed by June 8, 2017. Last Revision: September 2016 Page 2 All services shall be performed in accordance with the terms and conditions outlined in Cornell University’s Short Form Contract, a copy of which is attached. 2.0 Schedule The Project shall start on April 5, 2017 and must be completed by June 8, 2017. Pre-bid Site Visit 02/23/2017 RFI Due Date 03/02/2017 Final Addendum Issue Date 03/07/2017 Bid Due Date 03/15/2017 Contract Award 03/22/2017 Project Start 04/05/2017 Project Completion 06/08/2017 A prebid site visit is schedule for 02/23/2017 at 11:00am. Contractors shall meet at 122 McGraw Ave. Last Revision: September 2016 Page 3 3.0 Requests for Information Questions about the project shall be submitted to: 3.1 Technical Lisa Anderson, lj27@cornell.edu 3.2 Contractual Jessica B. Brewster, jbb295@cornell.edu 4.0 Submission Requirements Proposals shall be submitted to Lisa Anderson, lj27@cornell.edu, electronically via a “Reply” response to the invitation email, with a copy to FacilitiesContracts@cornell.edu, no later than 2:00 PM on March 15, 2017. No hard copies will be required. 5.0 Attachments: • Cornell University Master Form of Agreement – Short Form Contract. Actual agreement will reflect scope of services outlined in this Invitation to Bid. • Bid Form • Roof Deck Replacement Construction Drawings (February 3, 2017) • Asbestos Report