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HomeMy WebLinkAboutCornell Child Care Bld Plans LaBeLLa Powered by partnership. NORTH CAMPUS CHILD CARE 100 West Water Street, Suite 101 El mi ra, NY 14901 607-734-8492 labellapc.com HVAC F T G�� �� S� 0� �G 0� PROJECT # 2212853 �0 It is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" o followed by their signature and date of such KUNE Cornell � � `" RO Child Care \ alteration, and a specific description of the Center \ alteration. 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Building ��y BOTANIC NORTH CAMPUS CHILD CARE -'Chi ARTS i Physical Kinzelbergr Martha Van �'. aci GARDENS NORTH CAMPUS CHILD CARE CENTER 9 h Arts& T • a Sciences Clark v, Hall �.Jr Sciences OUAGoldwin m �ulding Hall m Savage Rensselaer ' H ring �p a Hall Alumni Sgma Pi o McGraw Smlth Hallummer Cornell Bota HVAC �5 z Balch Hall A, Hall Hall RocHall ller m y Computinations_7_1 • House ci jo o GNrederns� Bailey 150 PLEASANT GROVE ROAD , ITHACA, NY i^,^"^^u^II 150 PLEASANT GROVE RD, CAMPUS KEY PLAN 14853 ITHACA, NEW YORK 14853 Sheet List Sheet List Sheet List 1 Sheet Sheet Sheet Issue Issue Issue 1 X-100 1 EXTERIOR ELEVATION Sheet Number Sheet Name Date Sheet Number Sheet Name Date Sheet Number Sheet Name Date GENERAL A103 MECHANICAL ROOM CEILING&ROOF PLANS 09/27/22 FIRE PROTECTION NO: DATE: DESCRIPTION: 1 G001 I COVER SHEET 109/27/22 A201 MECHANICAL ROOM ELEVATIONS 09/27/22 F301 FIRE PROTECTION PLAN MECH ROOM 09/27/22 CIVIL A301 MECHANICAL ROOM SECTIONS 09/27/22 PLUMBING Revisions C101 EXISTING CONDITIONS&DEMOLITION PLAN 09/27/22 A302 MECHANICAL ROOM SECTIONS 09/27/22 P101 FIRST FLOOR PLUMBING PLAN 09/27/22 1 C201 SITE&UTILITY PLAN 09/27/22 A311 MECHANICAL ROOM WALL SECTIONS/DETAILS 09/27/22 P102 SECOND FLOOR PLUMBING PLAN 09/27/22 PROJECT NUMBER: C401 GRADING PLAN 09/27/22 A401 PARTIAL PLANS 09/27/22 P301 MECH ROOM PLUMBING FLOOR PLAN AND UNDER SLAB 09/27/22 2212853 1 X-100 1 INTERIOR ELEVATION C501 CONSTRUCTION DETAILS 09/27/22 A501 DETAILS-THIN BRICK STANDARD DETAILS 09/27/22 ELECTRICAL C502 CONSTRUCTION DETAILS 09/27/22 A502 DETAILS 09/27/22 E001 ELECTRICAL NOTES, SYMBOL LEGEND, &ABBREVIATIONS 09/27/22 DRAWN BY: STRUCTURAL MECHANICAL E011 FIRST FLOOR ELECTRICAL DEMOLITION 09/27/22 JWT 1 SO01 GENERAL NOTES 09/27/22 M001 MECHANICAL GENERAL NOTES AND SYMBOL LEGENDS 09/27/22 E012 SECOND FLOOR ELECTRICAL DEMOLITON 09/27/22 REVIEWED BY: CAD S101 STRUCTURAL PLANS 09/27/22 MSO01 GEOTHERMAL WELL FIELD PLAN 09/27/22 E013 ROOF ELECTRICAL DEMOLITION 09/27/22 S301 TYPICAL FOUNDATION AND SLAB DETAILS 09/27/22 M011 FIRST FLOOR DUCTWORK DEMOLITION PLAN 09/27/22 E101 FIRST FLOOR ELECTRICAL NEW WORK 09/27/22 ISSUED FOR: 1 SECTION MARKER S302 CONCRETE DETAILS AND SECTIONS 09/27/22 M012 SECOND FLOOR DUCTWORK DEMOLITION PLAN 09/27/22 E102 SECOND FLOOR ELECTRICAL NEW WORK 09/27/22 95% CONSTRUCTION DOCUMENTS X-100 S303 TYPICAL ROOF DETAILS 09/27/22 M013 ROOF DUCTWORK DEMOLITION PLAN 09/27/22 E103 ROOF ELECTRICAL NEW WORK 09/27/22 ARCHITECTURAL M101 FIRST FLOOR DUCTWORK PLAN 09/27/22 E301 ENLARGED ELECTRICAL ROOM PLANS 09/27/22 DATE: A001 GENERAL NOTES, SYMBOLOGY,AND ABBREVIATIONS 09/27/22 M102 SECOND FLOOR DUCTWORK PLAN 09/27/22 09/27/22 A002 CODE REVIEW 09/27/22 M103 ROOF DUCTWORK PLAN 09/27/22 r 1 ENLARGED DETAIL A010 EXISTING DRAWING A1.8(SECOND FLOOR ANNOTATION PLAN) 09/27/22 M201 FIRST FLOOR PIPING PLAN 09/27/22 DRAWING NAME: L J X-100 A011 EXISTING DRAWING A2.0(FIRST FLOOR REF. CEILING PLAN) 09/27/22 M202 SECOND FLOOR PIPING PLAN 09/27/22 A012 EXISTING DRAWING A2.1 (SECOND FLOOR REF. CEILING PLAN) 09/27/22 M301 ENLARGED INFANT WING FIRST FLOOR PLAN-DUCTWORK 09/27/22 A013 EXISTING DRAWING A3.0(ROOF PLAN) 09/27/22 M302 ENLARGED FIRST FLOOR DUCTWORK PLAN 09/27/22 #O CONSTRUCTION KEYED NOTE A014 EXISTING DRAWING A5.0(BUILDING SECTIONS) 09/27/22 M303 ENLARGED TODDLER WING FIRST FLOOR DUCTWORK PLAN 09/27/22 A015 EXISTING DRAWING A5.1 (BUILDING SECTIONS) 09/27/22 M304 ENLARGED PRESCHOOL WING SECOND FLOOR DUCTWORK PLAN 09/27/22 O DEMOLITION KEYED NOTE A016 EXISTING DRAWING A5.2 (BUILDING SECTIONS) 09/27/22 M305 ENLARGED MECHANICAL ROOM PLANS 09/27/22 COVER SHEET A017 EXISTING DRAWING A5.3 (BUILDING SECTIONS) 09/27/22 M401 MECHANICAL DETAILS 09/27/22 A018 EXISTING DRAWING A5.4(WALL SECTIONS) 09/27/22 M402 MECHANICAL DETAILS 09/27/22 DRAWING REVISION NOTE A019 EXISTING DRAWING A5.5(WALL SECTIONS) 09/27/22 M403 MECHANICAL DETAILS 09/27/22 A020 EXISTING DRAWING A5.6(WALL SECTIONS) 09/27/22 M600 SCHEDULES 09/27/22 LINETYPE: EXISTING TO REMAIN A021 EXISTING DRAWING A5.7(WALL SECTIONS) 09/27/22 M601 SCHEDULES 09/27/22 A022 EXISTING DRAWING A5.8(WALL SECTIONS) 09/27/22 M602 SCHEDULES 09/27/22 A023 EXISTING DRAWING A5.9(DETAILS) 09/27/22 M603 SCHEMATIC 09/27/22 —————— LINETYPE: DEMOLITION/TO BE RELOCATED A024 EXISTING DRAWING A5.10(DETAILS) 09/27/22 M700 CONTROL SCHEMATICS 09/27/22 DRAWING NUMBER: A025 EXISTING PHOTOS 09/27/22 M701 CONTROLS 09/27/22 a LINETYPE: TO BE PROVIDED/ NEW A101 PARTIAL ROOF PLANS 09/27/22 M702 REFRIGERANT PIPING AND CONTROL WIRING SCHEMATIC 09/27/22 A102 MECHANICAL ROOM FOUNDATION & FLOOR PLANS 09/27/22 M703 CONTROLS 09/27/22 0 CV C\l O N C\l D P p p P LaBeLLa p � D o D Powered by partnership. \ p p D \ \- - - -906 — � \ ° \ \ \ \ � D�A,! \ \\ E a NY 4901 00 Water Street, Suite 101 ONCRET� \ p D \ \ \ \ \ p p D p \ \ \ 607-734-8492 905— \ D p AD ° \ \ \ \ LEGEND labellapc.com \ \ D D \ P. \ ° \�904— p —c c c GAS LINE MARKINGS \ — \ \ �� D P p ppp \ O r r r � T FIBER OPTIC LINE MARKINGS ° uE uE uE ELECTRICAL LINE MARKINGS \ \\ \ \ V° / \\ \\ (DEMO) REMOVE GRAVEL x x x x (DEMO) REMOVAL UTILITY \ \ GO \ \ \ REMOVE WIRE FENCE \ \ Oak (DEMO) REMOVAL FENCE �( \ \o \ \ \\ Tree (DEMO) PROTECT TREE O L� \ \ Rail fence \\ I D ,P \\ ❑ (DEMO) PROTECT OBJECT \ D p P p \\ \ \ \ D P \\ \ I \ \ \ \ D t>p p \ \ It is a violation of New York Education Law Article 145 \ \ I \ \ \ Sec.7209, for any person, unless acting under the direction 1 \\ p of a licensed architect, professional engineer, or land o \ 1 Wire fence \\ I D ° p \\ surveyor,to alter an item in any way. If an item bearing the \ \ I \ \ \ seal of an architect, engineer, or land surveyor is altered; \ \\ 1 \\ \ II Ap le D e \ D ° p p \\ the altering architect, engineer, or land surveyor shall affix \ I Ir D D \ to the item their seal and notation "altered by"followed by \ I I I 1 1 SHED / \ I I Ap ree D ° \ their signature and date of such alteration, and a specific \ / L \ description of the alteration. I I I I \ �� I � I J I I �' � \ \ Ap le � D D P G I I \ \ RAVE � — _ ree \ D ONCWE WAt REMOVE AND REINSTALL I Well I I p A le D P °° I I \ SHED BY OWNER I / I Co I I REMOVE GRAVEL \ �ree o / °O \ \ I / • I \ / ° p ° D © 2022 LaBella Associates D p D ° Rail fence REMOVE AND REINSTALL \ \ p P D D Q O PROTECT WELL CASING / \ TREES BY OWNER p ► ; JI D D Cornell University / I Rail fence \ _ _ \ 90 \ p - - - - - - .- - - - - - - \ I /� \ \\ ��\ \ - - —907- - I1\\ D P p p PROTECT UTILITY BOX \ \ P \\\ \\ fipple \ Apple Metal fence � \ \ .I ree ree \ \ �� \ I 1 I I� 90(5 _ \ ° P 0 REMOVE RAIL FENCE \ \ / PROTECT CATCH BASIN 1900, I / r \ \\ I I I / -909- r\ \ \ � \ \ \ \ // �\ �, \ \\ \ NORTH CAMPUS CHILD CARE Ap ree c \ \899 \ \ 1 I I / / / r\\ / r\ \ \ Retainin \ \ \ / �\ \ 9 wall / \ HVAC 150 PLEASANT GROVE RD, \ \ \ Catch Bas\,n \ \ \ I REMOVE I/T LINE I I / \ r\ \ \ ITHACA, NEW YORK 14853 \ \ \ \ Rim = 897.9 \ I I TO UTILITY BOX EXISTING CONDITIONS & DEMOLITION NOTES \ \ \ -- \ ; \ \ I I I BY EC I I / ' r \ ���� \ I \ � I I I Rail fen�e 1. SITE TOPOGRAPHIC SURVEY SUPPLIED BY TWIN TIERS LAND SURVEYING,HORSEHEADS, \ \ \ �' `� \ ( \ \ I I I I / I I g1� NY. \ \ `\ \ �, I I I 1 1 I 1 6 ##/##/## Comment CPP \ ( \ \ I I I I I I I / \ / 5 ##/##/## Comment 2. FENCING REMOVED BY GENERAL CONTRACTOR SHALL BE RETURNED TO OWNER. \ nv = 891.E \ \ \ \ ( I I I / I I of / \ 4 ##/##/## Comment 3. GENERAL CONTRACTOR TO COORDINATE WITH OWNER FOR DEMOLITION OF GARDEN i Bot = 891.5' 1 �/ v I I ' / �/ `� �' — _ _ — I / 3 ##/##/## Comment PLANTINGS,TREES, ETC. GARDEN TO BE RESTORED BY OWNER. i �� \\ o, o o oo �� oo �� \ Maple g12 \ 2 ##/##/## Comment i \ i � � I i �, / i / ree \ I 4. DAMAGE TO EXISTING SITE FEATURES OUTSIDE SCOPE OF WORK SHALL BE REPAIRED �i 4" PVC \ \ \ I \ I / / / / I I \ \ \ I 1 ##/##/## Comment IN-KIND.THIS IS INCLUDING BUT NOT LIMITED TO CONCRETE WALKWAYS,VEGETATION, �� Inv = 893.6' 4" PVC \ \ ` \ \\ �` I / / / // / / \ \ \ \ I 1 / N0: DATE: DESCRIPTION: AND BUILDING FEATURES. II Inv = 893.6 1 I l / l \ I � \ \ � / / / / � \ \ \ / Revisions 5. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF GRAVEL PAD. // // MATERIAL TO BE DISPOSED OF OFF-SITE IN A LEGAL MANNER. `� �I ,� \ \ I / l / RVC \ \ \ \ I / / 6. I/T LINE TO BE DISCONNECTED BY ELECTRICAL CONTRACTOR AND REMOVED BY GENERAL IL , \ \ yl / I / ( Cleanout PROJECT NUMBER: 2212853 CONTRACTOR. \ / 7. GENERAL CONTRACTOR TO PROVIDE ALL EXCAVATION FOR PIPING AND ELECTRICAL.SEE \ \\\ \\\ \ \ \ II (( i / �I // DRAWN BY: BJ H MECHANICAL AND ELECTRICAL DRAWINGS. \ \ \ \ \ / FIOp895��ation \` \\ \\ \\ \ \ \ \ PROTECT IPVC CLEANOUT i / I w�l // // REVIEWED BY: \ \ \ 1 ISSUED FOR: \ / / o \ BUIL6�N�G\ � \ \ � \ / � l 95/o CONSTRUCTION DOCUMENTS DATE: \\ \\\ \\ \ \\ \ \ \ J� / / 09/27/22 o \ \ /� DRAWING NAME: z \ \\ \\ \\ \ \ \ JI \\ \ \ EXISTING CONDITIONS & \\ \\ \\ �� /;;� DEMOLITION PLAN UL DRAWING �I U J� O NUMBER: E 9— Lop 1 EXISTING CONDITIONS & DEMOLITION PLAN C101 SCALE: 1" = 10' z a D D WALK D D° Dp ° LaBeLLa ° D ° ° p °D D ° ° LEGEND Powered by partnership. ° P D n ° p° D 100 West Water Street, Suite 101 D D ° c cc— GAS LINE MARKINGS Elmira, NY 14901 ° D p T T T FIBER OPTIC LINE MARKINGS 607-734-8492 P , uE uE UE ELECTRICAL LINE MARKINGS labellapc.com D T T o,\—] �G D °D �S D D D O ° ° G D D w D D° D D ° O� D D ° n D D D ° ° D D D ° I> °p It is a violation of New York Education Law Article 145 D ONCREtE WAS Sec.7209, for any person, unless acting under the direction of a licensed architect, professional engineer, or land D D° surveyor,to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; p ° p ° D the altering architect, engineer, or land surveyor shall affix NEW WELL FIELD to the item their seal and notation "altered by"followed by (SEE GEOTHERMAL a ° D D ° their signature and date of such alteration, and a specific Rail fence WELL FIELD PLAN D D ° e description of the alteration. MS001) p °D p Q0� p ° D Imo/ X�A A yv\\ D ° D° D JJ �+ D © 2022 LaBella Associates 6"MAX.DIA BORE HOLE r ° (TYP.OF 21), \ ° D ° D SEE DETAIL I r\ D D ° 2/GE001 Apple Apple Metal fence T p e p o 'ree /ree I \T� ° D Cornell University • 0r T REROUTE I/T LINE 4"FOUNDATION DRAIN BY ECDETAIL Apple TO BE INSTALLED BY (SEE TRENCH5/C502) I \T Tree 0 GC I �T Retoining wall Catch Basin \T Rim = 897.9 st Rail fence �T� NORTH CAMPUS CHILD CARE HVAC 1 o CPP \�� p � NEW BUILDING Inv = 89 1.6 I 150 PLEASANT GROVE RD, ITHACA, NEW YORK 14853 Bot = 891.5' ', ,' I • Maple I ITree ' 4" PVC �� 4" PVC l� I �\ Inv = 893.6 I \ �� II Inv = 893.6'i 6 ##/##/## Comment \ 5 ##/##/## Comment TTT T T7TTT PVC 4 ##/##/## Comment Cleanout 3 ##/##/## Comment 2 ##/##/## Comment I1 ##/##/## Comment SITE & UTILITY NOTES Floor Elevation N0: DATE: DESCRIPTION: 895. wl 1. REFER TO DRAWING MS100 AND PROJECT SCOPE FOR WELL FIELD PIPING 0) Revisions I= 2. GENERAL CONTRACTOR TO PROVIDE EXCAVATION FOR WELL FIELD GEOTHERMAL J PROJECT NUMBER:/ SUPPLY AND RETURN PIPING,LEVEL STONE PADS TO DRILL WELLS, ELECTRICAL(I/T) BUILDING �� 2212853 AND FOUNDATION DRAIN. 3. OWNER TO RESTORE GARDEN.GENERAL CONTRACTOR TO COORDINATE WITH OWNER �� DRAWN BY: BJ H FOR COMPLETION OF GARDEN. REVIEWED BY: ISSUED FOR: 95% CONSTRUCTION DOCUMENTS J� j DATE: 09/27/22 DRAWING NAME: z d W O SITE & UTILITY PLAN U O c U.D I E DRAWING NUMBER: E � o N M o 1 SITE & UTILITY PLAN M � N o N C201 SCALE: 1" = 10' CV 6D N . U D D e e LEGEND LaBeLLa \ \ P° ° p \ -G CG GAS LINE MARKINGS Powered by partnership. T Tr FIBER OPTIC LINE MARKINGS 100 West Water Street, Suite 101 ONCRETE At Elmira, NY 14901 p p uE UE UE ELECTRICAL LINE MARKINGS 607-734-8492 (GRADING)MAJOR TOPOGRAPHY CONTOUR labellapc.com D (GRADING)MINOR TOPOGRAPHY CONTOUR \\ D e �• • (E&SC) EROSION FENCE T e D D V \ GO \ 10 SILT FENCE TO BE INSTALLED PRIOR TO \ p °D START OF CONSTRUCTION \ \ \ \ \ D D p e e / \ It is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under the direction \ e p ° of a licensed architect, professional engineer, or land \ I D D surveyor,to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; \ I p p p the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by"followed by \ I I their signature and date of such alteration, and a specific I description of the alteration. D \ p ONCREtF WAt I D D / I I © 2022 LaBella Associates e C� I / I Rail fence 6 V ° D e ° Cornell University ° D �} e T ° e I � p D I T Apple \ Apple Metal fence \ \ ppre D \ e ppfree 1 ✓ 1� I /� — ° D Apple \ \ / ,l �r �� NORTH CAMPUS CHILD CARE \ HVAC ree � � / \r \ Retaining wall \\ �o \ N ,/ / _ r �� 150 PLEASANT GROVE RD, ITHA A NEW Y RK 14 Catch Basin C 0 853 T Rim = 897.9' N l— c l Rail fene � � �� �� \ _ i I / 6 ##/##/## Comment GRADING NOTES I 1 CPP NEW BUILDING I I 5 ##/##/## Comment Q \ 1. GEOTHERMAL WELL FIELD TO BE RESTORED TO GRADES SHOWN. IMPORT CLEAN FILL AS \ \ \ ���� Inv 891 6, \��\ \ 1 , FF 896.0' 4 ##/##/## Comment REQUIRED TO ACHIEVE PROPOSED GRADES. \ / / 3 ##/##/## Comment 2. GEOTHERMAL Bot = 891.5 ', ,' \ 898.2' I l Map le _ — — — — — I 2 ##/##/## Comment G 0 AL WELL FIELD TO BE COVERED WITH 6 MINIMUM SCREENED TOPSOIL, SEED �� 898 3' / \ free I AND MULCH. i1 4" PVC \ / \ I \ \ / 1 ##/##/## Comment 3. AFTER COMPLETION OF GEOTHERMAL WELL FIELD, GRAVEL PADS SHALL BE REMOVED "" 4" PVC \ �j ` ` I \ I / N0: DATE: DESCRIPTION: BY GENERAL CONTRACTOR. MATERIAL SHALL BE DISPOSED OF OFF-SITE IN A LEGAL �� Inv = 893.6 Inv = 893.6' \ \\ \ / / Revisions \_ �I MANNER. 4. TEMPORARY SOILS REMOVED SHALL BE MANAGED BY THE GENERAL CONTRACTOR.IF A PVC \ \ PROJECT NUMBER. STAGED APPROACHED IS USED, RESTORATION OF DISTURBED AREAS WILL BE REQUIRED. `\ ) Cleonout \ \ \ l /l 2212853 5. OWNER TO RESTORE GARDEN.GENERAL CONTRACTOR TO COORDINATE WITH OWNER 1L FOR COMPLETION OF GARDEN. \ � \ \ � � \ \ / I / / DRAWN BY: BJ H \ \�94\4' \ \ 8�5.0' Floor Eleyation \ \ \\ \ \\ \ 1 I / / wl / REVIEWED BY: (�895.0) \ \ \ SEA ARCHITECTURAL PLAN 1 \ \ \ TOP F TUNNEL 903.75' + 1 / / / ISSUED FOR: \ \ \ 95% CONSTRUCTION DOCUMENTS \BUILD�N�G\ \ \ \ cam , J� � \ \ �� l l DATE: 27 09/ /22 DRAWING NAME: CD CD \ / GRADING PLAN cz U E �\ U DRAWING NUMBER: E � o N N M o 1 GRADING PLAN M � N � cli o E2 C401 SCALE: 1" = 10' CV W N . U LaBeLLa STEEL POST CAP (TYP.) 10'-4"CENTER TO CENTER Powered by partnership. 100 West Water Street, Suite 101 Elmira, NY 14901 607-734-8492 labellapc.com 4"X 4"END POST 3"X 6"INTERMEDIATE 4"X 4"END POST POST 1-5/8" DIA. GALVANIZED T STEEL POST 17 GAUGE. 4"x4"END POST PLAN VIEW Q INSTALL IN ACCORDANCE 10:4„ WITH MANUFACTURER cFNTFR�OC��T RECOMMENDATIONS 12 GA. BLACK PVC-COATED o � ER GALVANIZED WELDED WIRE, 2" x 4" °° GO INTERMEDIATE O� POST 0 L`vo I 00 ­E:- II O r It is a violation of New York Education Law Article 145 �I I—III—I �- - —III—III �, 4" "END POST Sec.7209, for any person, unless acting under the direction FINISHED GRADE — - of a licensed architect, professional engineer, or land ---- -- ------ _ TAI surveyor,to alter an item in any way. If an item bearing the ,j 1 seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by"followed by q ' ___; their signature and date of such alteration, and a specific o �\ \/ —DIG HOLE AND — — ,, description of the alteration. FENCE POST DRIVEN INTO 00 COMPACT SOIL �I II II II II it it — co \ AROUND POST - 10'-0" GROUND (TYP.) - _ ----- — - © 2022 LaBella Associates NOTES: II ICI—III 1. FENCE TO BE MANUFACTURED BY DEER BUSTERS OR APPROVED EQUIVALENT. I„ II II N 8' AGRICULTURAL FENCE NOTE: �\�- Cornell University 1 1. ALL RAILS AND POSTS TO BE PRESSURE TREATED LUMBER 0501 N.T.S. - 2 SPLIT RAIL FENCE C501 N.T.S. 1 j GUYING: FOR ALL TREES NORTH CAMPUS CHILD CARE SET TRUNK PLUM, LEAN w LARGER THAN 4" CALIPER HVAC SLIGHTLY INTO PREVAILING I � RODENT GUARD 150 PLEASANT GROVE RD, 3" POLYPROPYLENE STRAP OR ITHACA, NEW YORK 14853 GARDEN HOSE FLAGGING NO. 12 GALV. PLIABLE STEEL WEED BARRIER NOTES: — WIRE (TWIST TO TIGHTEN)(ALLOW FOR 6 ##/##/## Comment SOME SWAY) - 2 STRANDS EARTH SAUCER 1 . ALL TREES DESIGNATED FOR 4 5 ##/##/## Comment PROTECTION ON THE EXISTING 4 ##/##/## Comment 2"X2" STAKE (THREE SIDED) SITE/DEMOLITION PLAN(S) SHALL 3 ##/##/## Comment 3" MULCH z ##/##/## comment RECEIVE THIS TREATMENT. 2. DO NOT LEAVE CONSTRUCTION 1 ##/##/## Comment N 6, FINISH NO: DATE: DESCRIPTION: GRADE EQUIPMENT RUNNING (IDLING) UNDER / I Revisions TREE CANOPY. 3. MAINTAIN V FENCE CLEARANCE TO PROJECT NUMBER: OUTSIDE CURB FACE AND 6" TO 12" i 2212853 ,/ FENCE CLEARANCE TO SIDEWALK. ORANGE BJH 2 X4 X48 WOOD 4. MINIMUM DISTANCE (SEE TABLE) OR CONSTRUCTION I DRAWN BY: OPTION FOR AREAS WITH �\ \\ \\ \ \ \ \ STAKES: NOTCHED I FENCE SHALL �\ //A//A//A//j// //��' GREATER AS REQUIRED TO PROTECT SAFETY FENCE I REVIEWED BY: GOOD DRAINAGE `���\��\��\ BE LOCATED LOAMY TOPSOIL MIXTURE: TREE CANOPY. 5. DO NOT STORE MATERIALS WITHIN 10' I TO PROTECT ISSUED FOR: UNDISTURBED EARTH AS PER RADIALLY FROM TREE.4 PARTS TOPSOIL, 1 PART I TREE CANOPY 95% CONSTRUCTION DOCUMENTS A.A.N. ALL-GRO COMPOST MIX DATE: Cf) STANDARDS 09/27/22 TREE DISTANCE OF FENCING LU NOTE: DIAMETER FROM FACE OF TREE TRUNK DRAWING NAME: (DBH) (SEE NOTE 4) J 1 . STAKING: FOR ALL TREES 4" CALIPER OR LESS. REMOVE STAKES ONE YEAR AFTER PLANTING. LESS THAN 10" 6' / z 2. USE 8' STAKES DRIVE 4' BELOW GROUND SURFACE. Cj 3. GUYING: FOR ALL EVERGREEN TREES AND ALL TREES TALLER THAN 12'. USE SAME WIRE AS FOR STAKING. USE 10" - 14" 10' CD W CONSTRUCTION DETAILS THREE PER TREE, EQUALLY SPACED. DO NOT TWIST WIRE TO TIGHTEN: USE 1/2"X6" TURNBUCKLE. 15" - 19" 12' W 4. ROOT COLLAR TO BE SLIGHLY ABOVE SURROUNDING GRADE. 20" ORMORE 15' � � � � � � 5. MULCH CAN NOT BE MORE THAN 1" THICK AT ROOT COLLAR EXTENDING OUT AT LEAST 6" FROM THE BARK, THEN IT W W W W W W W Cz CAN BE THICKENED. W y W y W y y W W W W U W y W W y 6. MULCH IS TO BE PLACED 3 TO 6 INCHES AWAY FROM THE TRUNK. W W W W W W W W W W W 0 7. KRAFT WRAP PAPER SHALL NOT BE PERMITTED FOR RODENT GUARD. N TREE PROTECTION DRAWING NUMBER: 3 TREE PLANTING 4 � o CO C501 N.T.S. C501 N.T.S. M L N � OCn 5 i N GJ N U LaBeLLa Powered by partnership. 100 West Water Street, Suite 101 GRAVEL / ROADWAYS NON-TRAFFIC AREA Elmira, NY 14901 607-734-8492 MARKER TAPE LABELED labellapc.com "DANGER: BURIED ELECTRICAL LINE" TOP SOIL, GRADE SEED SUB-GRADE F T k k k k k k k k 44' 44 dp ad Q ITEM #4 GRAVEL k k k kk k k k aeoaaaaa ;a4 �O kkkkkkk k4 4 C COVER BACK FILL: SUITABLE EXCAVATED G ` k k k k k k k k MATERIAL OR BORROW ACCEPTABLE TO \/� kkkk kkkk k 2'-O" MIN. THE ENGINEER. SEE NOTE 3. S ` k k k k k O CD i `kkk ELECTRICAL CONDUIT. G\ IF WET OR UNSTABLE CONDITIONS, kkkkkkkkkk kkk k //\ �`\\O OR IF IN ROCK, BED WITH WASHED k k COARSE SAND G" MINIMUM BENEATH kkkkkkk /%\ UNDISTURBED EARTH. CONDUIT, AS DIRECTED BY ENGINEER G" MIN. r\\, ROCK It is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under the direction IN of a licensed architect, professional engineer, or land surveyor,to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix NOTES: to the item their seal and notation "altered by"followed by I . ALL MATERIAL PLACED IN GRAVEL/ROADWAY AREAS SHALL BE their signature and date of such alteration, and a specific COMPACTED IN MAXIMUM G" LIFTS. description of the alteration. 2. THIS TRENCH DETAIL SHALL INCLUDE THE REQUIREMENTS COMMON TO MORE THAN ONE SECTION OF DIVISION I G OF THE SPECIFICATIONS. 3. IN GRAVEUROADWAY AREAS, COVER SHALL BE A MINIMUM OF © 2022 LaBella Associates 3'-0" BELOW FINAL GRADE SHOWN ON SITE PLAN. 4. CONDUITS TO BE MINIMUM 1 2" SEPARATION FROM OTHER UTILITIES AND UNDERGROUND PIPING AND STRUCTURES. Cornell University j)NYTS PICAL CONDUIT TRENCH SECTION. NORTH CAMPUS CHILD CARE HVAC 150 PLEASANT GROVE RD, ITHACA, NEW YORK 14853 6 ##/##/## Comment 5 ##/##/## Comment 4 ##/##/## Comment 3 ##/##/## Comment 2 ##/##/## Comment 1 ##/##/## Comment NO: DATE: DESCRIPTION: Revisions PROJECT NUMBER: 2212853 DRAWN BY: B J H REVIEWED BY: ISSUED FOR: 95% CONSTRUCTION DOCUMENTS DATE: 09/27/22 Q LU o DRAWING NAME: z 0 U z CONSTRUCTION DETAILS 0 U O O lf� U 0 Q U O QJ .D U U a E 0 DRAWING NUMBER: E o C502 o c cli M o o M � N O i CV IDM N N O. U GENERAL STRUCTURAL NOTES: 1. BUILDING CODE: BUILDING CODE OF NEW YORK STATE, LATEST EDITION STRUCTURAL DESIGN TABLE - IBC 2018 LaBeLLa 2. CONSTRUCTION LOADING: DURING CONSTRUCTION,THE GENERAL CONTRACTOR SHALL LIMIT AND CONTROL CONSTRUCTION (IN ACCORDANCE WITH APPLICABLE BUILDING CODE) OZ3 Powered b partnership. LOADING, INCLUDING BUT NOT LIMITED TO: Y a. MATERIAL STOCKPILING AND EQUIPMENT TO PRECLUDE OVERSTRESSING,CONSTRUCTION LIVE LOAD IN EXCESS OF 20 PSF, OR BUILDING DATA: DAMAGE TO ANY STRUCTURAL ELEMENT. 3. COORDINATION WITH OTHER DISCIPLINES:THE CONTRACTOR SHALL COORDINATE ALL STRUCTURAL WORK WITH THE LOCATION 150 PLEASANT GROVE RD, ITHACA, NEW YORK 14853 100 West Water Street, Suite 101 ARCHITECTURAL, ELECTRICAL, MECHANICAL, PLUMBING AND FIRE PROTECTION DRAWINGS AND SPECIFICATIONS. BUILDING OCCUPANCY RISK CATEGORY II IBC 2018 TABLE 1604.5 Elmira, NY 14901 4. EXISTING CONDITIONS:THE INFORMATION SHOWN ON THESE DOCUMENTS IS THE BEST REPRESENTATION OF EXISTING CONDITIONS APPLICABLE BUILDING CODE 2020 NYS BUILDING CODE 607-734-8492 AVAILABLE TO THE ENGINEER. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY AND BRING TO THE ENGINEER'S AND SNOW LOAD: CONSTRUCTION MANAGER'S ATTENTION ANY DISCREPANCIES PRIOR TO COMMENCING WORK. SNOW LOAD IMPORTANCE FACTOR Is 1.0 ASCE 7-16 TABLE 1.5-2 label lapc.com 5. EXISTING STRUCTURES:ALL EXISTING STRUCTURES ADJACENT TO NEW WORK ARE TO BE ADEQUATELY PROTECTED AND/OR GROUND SNOW LOAD Pg 40 PSF IBC 2018 FIGURE 1608.2 SUPPORTED DURING CONSTRUCTION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY NEW OR EXISTING SNOW EXPOSURE FACTOR Ce 1.0 ASCE 7-16 TABLE 7.3-1 CONSTRUCTION DAMAGED WHILE WORK IS IN PROGRESS. THERMAL FACTOR Ct 1.0 ASCE 7-16 TABLE 7.3-2 6. OPENINGS:THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING SIZE AND LOCATION OF ALL OPENINGS IN NEW AND FLAT ROOF SNOW Pf 28.0 PSF ASCE 7-16 SECTION 7.3 T EXISTING CONSTRUCTION WITH THE DISCIPLINE REQUIRING THEM. WIND LOAD (COMPONENTS&CLADDING): FOUNDATION NOTES: ULTIMATE DESIGN WIND SPEED(3-SECOND GUST) Vult 110 mph ASCE 7-16 SECTION 26.5 1. THE FOUNDATION DESIGN FOR NEW STRUCTURE IS BASED ON THE RECOMMENDATIONS INCLUDED IN THE GEOTECHNICAL NOMINAL DESIGN WIND SPEED (3-SECOND GUST) Vasd 85 mph IBC 2018 SECTION 1609.3.1 EVALUATION REPORT TITLED"GEOTECHNICAL ENGINEERING REPORT FOR PROPOSED CORNELL CHILD CARE CENTER"AND PREPARED EXPOSURE CATEGORY B ASCE 7-16 SECTION 26.7 S� BY EMPIRE GEO SERVICES, INC., DATED MAY 7,2007. THE CONTRACTOR SHALL READ AND BE FAMILIAR WITH THIS REPORT AND THE INTERNAL PRESSURE COEFFICIENT GCpi +0.18/-0.18 ASCE 7-16 SECTION 26.13 RECOMMENDATIONS CONTAINED WITHIN. (ALLOWABLE SOIL BEARING PRESSURE = 3000 PSF. FOUNDATIONS SHALL BEAR ON EARTHQUAKE LOAD: Q v SOUND, NATIVE SOIL OR SELECT IMPORTED STRUCTURAL FILL.) SOIL SITE CLASSIFICATION D ASCE 7-16 SECTION 20.3 C'O`` 2. TAKE ALL NECESSARY PRECAUTIONS WHEN EXCAVATING OR DRILLING ADJACENT TO EXISTING STRUCTURES TO AVOID DISTURBING SPECTRAL RESPONSE ACCELERATION AT 0.2 SEC Ss 0.119g ASCE 7-16 FIGURE 22-1 EXISTING FOUNDATIONS. DO NOT EXCAVATE BELOW EXISTING FOUNDATIONS. CONTACT THE ENGINEER IF EXISTING CONDITIONS SPECTRAL RESPONSE ACCELERATION AT 1.0 SEC S1 0.046g ASCE 7-16 SECTION 11.4.2 DIFFER FROM THOSE SHOWN ON THE DRAWING. SEISMIC IMPORTANCE FACTOR le 1.0 ASCE 7-16 TABLE 1.5-2 3. ALL EXCAVATIONS SHALL FULLY CONFORM TO LOCAL, STATE AND FEDERAL SAFETY REGULATIONS. 4. DO NOT BACKFILL AGAINST CONCRETE ELEMENTS UNTIL PLACED CONCRETE HAS REACHED 75%OF ITS SPECIFIED 28-DAY DESIGN SPECTRAL RESPONSE COEFFICIENT SDS 0.127g ASCE 7-16 SECTION 11.4.5 COMPRESSIVE STRENGTH. DESIGN SPECTRAL RESPONSE COEFFICIENT SD1 0.073g ASCE 7 16 SECTION 11.4.5 5. BACKFILL BOTH SIDES OF FOUNDATION WALLS IN EQUAL,ALTERNATE LIFTS IN ORDER TO AVOID IMPOSING UNBALANCED LATERAL SEISMIC DESIGN CATEGORY B ASCE 7-16 TABLE 11.6-(1&2) PRESSURE ON THE WALLS. It is a violation of New York Education Law 6. ALLOW TESTING AGENCY TO INSPECT AND APPROVE ALL COMPACTED SUBGRADE AND FILL LAYERS PRIOR TO FURTHER BACKFILL Article 145 Sec.7209, for any person, unless AND/OR PLACEMENT OF CONCRETE.TESTING AND INSPECTION RESULTS SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER. acting under the direction of a licensed 7. THE SUITABILITY AND STABILITY OF EXISTING SOILS AND FILL,THE DEPTHS AND LATERAL LIMITS OF UNSUITABLE MATERIAL TO BE architect, professional engineer, or land REMOVED,AND ADEQUACY OF FOUNDATION BEARING GRADES SHALL BE DETERMINED BY THE PROJECT GEOTECHNICAL ENGINEER. surveyor, to alter an item in any way. If an item 8. BACKFILL AND FILL MATERIALS SHALL BE COMPACTED TO 95%OF MAXIMUM DRY DENSITY ACCORDING TO THE MODIFIED PROCTOR bearing the seal of an architect, engineer, or TEST(ASTM D-1557).ALL EXISTING BACKFILL SHALL BE RECOMPACTED AS SUCH. STRUCTURAL ABBREVIATIONS LEGEND STRUCTURAL ABBREVIATIONS LEGEND land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the 9. EXCAVATION AND BACKFILL OPERATIONS SHALL BE MAINTAINED IN A DRY CONDITION.SURFACE AND INFILTRATING WATER SHALL BE ACI AMERICAN CONCRETE INSTITUTE HORIZ. HORIZONTAL item their seal and notation "altered by" REMOVED BY SITE GRADING AND/OR BY PUMPING FROM SUMPS AS REQUIRED. followed by their signature and date of such AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION I.F. INSIDE FACE alteration, and a specific description of the CONCRETE NOTES: ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS LLH LONG LEG HORIZONTAL alteration. 1. SUBMITTALS AWS AMERICAN WELDING SOCIETY LLV LONG LEG VERTICAL a.SUBMIT SHOP DRAWINGS FOR REINFORCING, INCLUDING ALL NECESSARY ACCESSORIES TO HOLD REINFORCING SECURELY IN APPROX. APPROXIMATE MANUF. MANUFACTURER PLACE, FOR REVIEW AND APPROVAL.WHERE RESUBMITTAL OF SHOP DRAWINGS IS REQUIRED,ALL REVISIONS SHALL BE CLEARLY ARCH. ARCHITECT/ARCHITECTURAL MAX. MAXIMUM IDENTIFIED BY CLOUDING AND REVISION TAGS. B.F. BOTTOM FACE MECH. MECHANICAL © 2022 LaBella Associates b. SUBMIT FOR REVIEW ALL MATERIALS AND METHODS FOR CONCRETE CURING. B.O. BOTTOM OF MIN. MINIMUM 2. PROVIDE THE FOLLOWING MINIMUM CONCRETE CLEAR COVER FOR REINFORCING STEEL, UNLESS OTHERWISE NOTED.: CIP CAST-IN-PLACE (N) NEW a. CONCRETE PLACED AGAINST EARTH: 3.0 IN. CONC. CONCRETE O.C. ON CENTER b. FORMED SURFACES IN CONTACT WITH EARTH OR EXPOSED TO WEATHER C.J. CONSTRUCTION JOINT O.F. OUTSIDE FACE C 0 R N E L L UNIVERSITY #6 THROUGH#18 BARS: 2.0 IN. CONT. CONTINUOUS P PIER(SEE SCHEDULE) #5 BARS AND SMALLER: 1.5 IN. COV. COVER PLF POUNDS PER LINEAR FOOT c. FORMED SURFACES NOT IN CONTACT WITH EARTH OR EXPOSED TO WEATHER DIA. DIAMETER REINF. RENFORCING, REINFORCEMENT ITHACA, NY 14853 #14 AND#18 BARS: 1.5 IN. E.F. EACH FACE S.J. SAW-CUT CONTROL JOINT #11 BARS AND SMALLER: 1.0 IN. E.S. EACH SIDE SPA.,SP. SPACE OR SPACING 3. ALL CONCRETE WORK, CONSTRUCTION,AND REINFORCING DETAILS SHALL CONFORM TO THE"BUILDING CODE OF NEW YORK STATE, E.W. EACH WAY STD. STANDARD LATEST EDITION". ELEV. ELEVATION SDI STEEL DECK INSTITUTE 4. ALL REINFORCING STEEL SHALL BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH ACI 318. EQ. EQUAL TSF TON PER SQUARE FOOT 5. ALL REINFORCING BARS SHALL CONFORM TO ASTM A615 GRADE 60. EXIST. EXISTING T&B TOP&BOTTOM 6. ALL REINFORCING SHALL BE LAPPED OR EMBEDDED IN ACCORDANCE WITH ACI 318, UNLESS OTHERWISE NOTED. (E) EXISTING T.F. TOP FACE 7. PROVIDE CORNER BARS TO MATCH ALL HORIZONTAL REINFORCING AT CORNERS OR INTERSECTIONS. F.F.E. FINISHED FLOOR ELEVATION T.O. TOP OF 8. CHAMFER EXTERIOR CORNERS AND EDGES OF PERMANENTLY EXPOSED CONCRETE. FW FLATWISE T.O.S. TOP OF STEEL 9. PRIOR TO PLACEMENT OF CONCRETE,A FIELD REPRESENTATIVE SHALL BE INFORMED A MINIMUM OF 24 HOURS IN ADVANCE OF F.D. FLOOR DRAIN TYP. TYPICAL PLACEMENT,TO ALLOW INSPECTION OF REINFORCING STEEL,AND PREPARATION FOR TAKING CONCRETE SAMPLES. INDEPENDENT F FOOTING U.O.N. UNLESS OTHERWISE NOTED TESTS ARE REQUIRED FOR ALL CONCRETE PLACEMENTS. FTG. FOOTING V.I.F. VERIFY IN FIELD 10. INSTALLATION OF REINFORCEMENT SHALL BE COMPLETED AT LEAST 24 HOURS PRIOR TO THE SCHEDULED CONCRETE PLACEMENT. FNDN. FOUNDATION VERT. VERTICAL 11. FURNISH AND INSTALL WATERSTOPS AT ALL HORIZONTAL AND VERTICAL JOINTS IN FOOTINGS AND FOUNDATION WALLS ADJACENT GA. GAGE W.W.R. WELDED WIRE REINFORCEMENT TO EXISTING FOUNDATION WALLS AND FOOTINGS 12. VAPOR RETARDER:SEE SPECIFICATION. LOCATED BELOW INTERIOR SLABS-ON-GRADE. GALV. GALVANIZED W/ WITH 13. CHEMICAL ADHESIVE:SEE SPECIFICATION. H.P. HIGH POINT W.P. WORKING POINT 14. GROUT: NON-METALLIC/NON-SHRINK STRUCTURAL GROUT. H.S. HIGH STRENGTH 15. SYNTHETIC MACRO-FIBER:SEE SPECIFICATION 16. PROTECT CONCRETE FROM PREMATURE DRYING IMMEDIATELY AFTER PLACEMENT.CURING OF CONCRETE SLABS MUST START WITHIN 2 HOURS AFTER FINISHING OPERATIONS ARE COMPLETE.SLABS-ON-GRADE SHALL BE WET CURED FOR 7 DAYS. CURING COMPOUNDS ARE PROHIBITED. 17. SLABS-ON-GRADE SHALL HAVE CONTROL JOINTS AS SHOWN ON PLANS.SAW CUT JOINTS SHALL BE MADE WITHIN 12 HOURS OF NORTH CAMPUS CHILD CARE PLACING SLAB.AFTER CONCRETE IS CURED AND READY FOR PLACEMENT OF FLOOR FINISH,ALL SLABS INSIDE THE BUILDING SHALL HAVE CONTROL JOINTS FILLED WITH APPROVED JOINT FILLER. HVAC 18. CONCRETE SHALL BE CONTROLLED, PROPORTIONED, MIXED AND PLACED IN THE PRESENCE OF A REPRESENTATIVE OF AN APPROVED TESTING AGENCY. 150 PLEASANT GROVE RD, 19. CONDUIT OR PIPES SHALL BE PLACED UNDER SLABS-ON-GRADE. ITHACA, NEW YORK 14853 20. ALUMINUM CONDUITS OR PIPES SHALL NOT BE PLACED IN CONCRETE. 21. AIR-ENTRAINING ADMIXTURE SHALL CONFORM TO ASTM C260 AND WATER-REDUCING ADMIXTURES SHALL CONFORM TO ASTM C494 PRECAST CONCRETE HOLLOWCORE PLANK 1. PLANKS SHALL DESIGNED FOR LOADS SHOWN IN DESIGN CRITERIA NOTES AND THOSE DEFINED IN THE PROJECT. 2. CONNECT ADJACENT PLANKS USING GROUTED KEYS. 3. MINIMUM PLANK WIDTH: 1 FOOT 6 INCHES, USE FULL-WIDTH PLANK AT EDGES OF FLOOR AREAS. MAKE CUT OR FORMED OPENINGS IN FULL-WIDTH PLANK ONLY. 4. HVAC CONTRACTOR TO PROVIDE ALL PENETRATIONS IN PRECAST CONCRETE HOLLOWCORE PLANK 8"x 8"OR SMALLER.ALL PENETRATIONS LARGER THAN 8"x 8"ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. HVAC CONTRACTOR SHALL COORDINATE ALL PENETRATION AND LINTEL LOCATIONS WITH GENERAL CONTRACTOR AND DOCUMENT ON COORDINATION DRAWINGS. 5. GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS DETAILING ALL OPENINGS GREATER THAN 8"x 8"IN PRECAST CONCRETE N0: DATE: DESCRIPTION: HOLLOWCORE CONCRETE PLANK TO ENGINEER FOR APPROVAL.ALL OPENINGS SHALL MEET THE REQUIREMENTS OF THE Revisions MANUFACTURER AND THE PRECAST CONCRETE INSTITUTE'S"MANUAL FOR THE DESIGN OF HOLLOWCORE SLABS, SECOND EDITION". 6. SUBMIT SHOP DRAWINGS: INCLUDE MEMBER LOCATIONS, PLANS, ELEVATIONS, DIMENSIONS, SHAPES AND SECTIONS, OPENINGS, SUPPORT CONDITIONS,AND TYPES OF REINFORCEMENT, INCLUDING SPECIAL REINFORCEMENT. DETAIL FABRICATION AND PROJECT NUMBER: INSTALLATION OF PRECAST STRUCTURAL CONCRETE UNITS. 2212853 7. DELEGATED-DESIGN SUBMITTAL:THE HOLLOWCORE PLANK INDICATED ON THE DRAWINGS SHALL COMPLY WITH PERFORMANCE REQUIREMENTS AND DESIGN CRITERIA.SUBMIT ANALYSIS DATA SIGNED AND SEALED BY A QUALIFIED PROFESSIONAL ENGINEER DRAWN BY: RESPONSIBLE FOR THEIR PREPARATION. MCRB 8. PRETENSIONING STRAND: ASTM A 416/A 416M, GRADE 270, UNCOATED,7-WIRE LOW-RELAXATION STRAND. REVIEWED BY: 9. SAND-CEMENT GROUT: PORTLAND CEMENT,ASTM C 150,TYPE I,AND CLEAN, NATURAL SAND,ASTM C 144 OR ASTM C 404. MIX AT MCM RATIO OF 1 PART CEMENT TO 2-1/2 PARTS SAND, BY VOLUME,WITH MINIMUM WATER REQUIRED FOR PLACEMENT AND HYDRATION. 10. PROPORTION NORMAL WEIGHT CONCRETE BY EITHER LABORATORY TRIAL BATCH OR FIELD TEST DATA METHODS ACCORDING TO ACI ISSUED FOR: 211.1,WITH MATERIALS TO BE USED ON PROJECT,TO PROVIDE NORMAL-WEIGHT CONCRETE WITH THE FOLLOWING PROPERTIES: 95% CONSTRUCTION DOCUMENTS 11. THE FABRICATOR SHALL BE PART OF PCI'S PLANT CERTIFICATION PROGRAM AND IS DESIGNATED AT TIME OF BIDDING AS A PCI-CERTIFIED PLANT AS GROUP C, CATEGORY C2-PRESTRESSED HOLLOWCORE AND SOLID PLANKS AND REPETITIVELY PRODUCED DATE: PRODUCTS. 09/27/22 a. COMPRESSIVE STRENGTH (28 DAYS): 5000 PSI MINIMUM. DRAWING NAME: GENERAL NOTES DRAWING NUMBER: a 0 N co N O N N O N M N O 1 1 S001 WALL FOOTING SCHEDULE FOUNDATION LEGEND LaBeLLa OZ3. Powered b partnership. MARK WIDTH THICKNESS FOOTING REINFORCEMENT COMMENTS #' #" #' #" F# INDICATES COLUMN FOOTING TYPE(SEE FOOTING SCHEDULE) y p �� 1 P# F# P# INDICATES PIER TYPE(SEE PIER SCHEDULE) LONGITUDINAL TRANSVERSE [-#'-#"]-BELOW COLUMN FOOTING TYPE INDICATES BOTTOM OF FOOTING WF1 2'-0" 1'-0" (2)#5 CONTINUOUS #5 @ 12"O.C. ELEVATION WITH RESPECT TO DATUM ELEVATION = 0'-0". 100 West Water Street, Suite 101 [-#'-#"] -BELOW PIER TYPE INDICATES TOP OF PIER ELEVATION WITH RESPECT TO DATUM ELEVATION = 0'-0". Elmira, NY 14901 2. W# ##-INDICATES WALL TYPE (SEE FOUNDATION WALL&/OR WALL SCHEDULE) 607-734-8492 CONCRETE WALL SCHEDULE labellapc.com 3. WF# WF#-INDICATES WALL FOOTING TYPE (SEE WALL FOOTING SCHEDULE) MARK TYPE THICKNESS WALL REINFORCEMENT COMMENTS HORIZONTAL VERTICAL 4. #'-#" #'-#" BOTTOM OF FOOTING ELEV. FOR WALL FOOTING C6 CONC 6" #5 912 O.C.I.F. #5 @ 12 O.C.I.F. W/RESPECT TO DATUM ELEVATION = 0'-0". C8 CONC 8" #5 @ 12 O.C. I.F. #5 @ 12 O.C.I.F. SEE SECTION FOR ADDITIONAL REINF 5. [##'-##"] TOP OF WALL ELEVATION C� * O�NOTE: DATUM ELEVATION OF 0'-0"IS EQUAL TO SITE/SURVEY ELEVATION OF 895.0'. SLAB-ON-GRADE SCHEDULE Q G MARK TYPE SLAB THICKNESS SLAB REINFORCEMENT COMMENTS S.O.G. 1 SLAB-ON-GRADE 6" MACRO FIBERS,SEE SPEC L S.O.G.2 SLAB-ON-GRADE 1'-0" #5 @ 12 O.C.E.W.TOP&BOT S.O.G.3 SLAB-ON-GRADE 8" #4 @ 12 O.C. E.W. BOT It is a violation of New York Education Law ELEVATED FLOOR SCHEDULE Article 145 Sec.7209, for any person, unless acting under the direction of a licensed MARK TYPE THICKNESS SLAB REINFORCEMENT COMMENTS architect, professional engineer, or land S1 CONC 6" #5 @ 12 O.C. E.W. BOT surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. © 2022 LaBella Associates CORNELL UNIVERSITY ITHACA, NY 14853 35'-0" 4"DIA FND DRAIN,INV ELEV = 35'-0" 894.4', CONNECT TO STORM DRAIN SYSTEM,SEE CIVIL DWGS �o 4 1' 0" 4 1 S302 C8 WF1 S302 A C8 LOUVER OPENING, S302 SEE M-DWGS 3" BRG,TYP COORD PIPE ANCHOR HOIST BEAM TO UNDERSIDE OF PENETRATIONS THROUGH 2 HOLLOW-CORE PLANK W/(2)3/8"DIA"KWIK FND WALL WITH M-DWGS S302 HUS-EZ"SCREW ANCHOR by HILTI @ 2-0"OC, 8"HOLLOW-CORE PRECAST C8 C8 EMBED 1 3/8" CONCRETE PLANK 16'-0" C8 01 z I 10 WF1 NORTH CAMPUS CHILD CARE S301 o W8X13 HOIST BEAM, CENTER ON DOOR,W/1000 LB RATED HOIST CDo S.O.G.1 HVAC CD ~ S.O.G.31 1 -0 1 0 150 PLEASANT GROVE RD, DOOR OPENING, PROVIDE PL 1/4(FULL I ITHACA, NEW YORK 14853 SEE A-DWGS HEIGHT STIFFENER)AT END OF W8X13 HOIST BM (BOTH LOUVER OPENING, SIDES OF WEB)WELD ALL SEE M-DWGS AROUND,TYP EACH END T/WALL = 12' 0",TYP 5'-0" I WALL OPENING FOR 5 PIPE TUNNEL 5 S302 S302 I C8 7WF I NO: DATE: DESCRIPTION: 4'-0" 8"CONCWALL,TYP L - - - - - - - - - - - - - - - - - - - - Revisions c ) oeu I I -1 -0 C8 I 1' 0" I'j SEE TYP DETAIL,IOTYPRAIN, PROJECT NUMBER: T/SLAB 2212853 � 8'-6" � WFi 4 -0 I 13'-6" C6 C6 I SEAL WATERPROFING TO EXISTING EXIST 6"DIA FOUNDATION DRAIN,TO DRAWN BY: MCRB C6 WALL PER WATERPROOF REMAIN, DO NOT DISTURB S1 SEAL WATERPROFING TO EXISTING WALL PER EXIST 1'-1"CONC FND WALL S.O.G.2 C6 MANUFACTURER'S DETAIL,TYP REVIEWED BY: 41-A �� '"I WATERPROOF MANUFACTURER'S DETAIL,TYP V.I.F. MCM 3 J 3 ISSUED FOR: s3o2 I EXIST V-1"CONC FND WALL s3o2 411 1 95/o CONSTRUCTION DOCUMENTS 0 DATE: 09/27/22 DRAWING NAME: EXIST 2'-3"CONC WALL FTG T/� SLAB DWL NEW WALLS TO EXIST EXIST 5" 0'-oil PER TYP DETAIL,TYP S.O.G. OWL NEW SLAB TO EXIST WALL, SIMILAR TO TYPICAL NEW&EXIST. STRUCTURAL PLANS FOUNDATION WALL INTERSECTION (_2 FRAMING PLAN 1 FOUNDATION PLAN �01 1/4" = 1'-0" S101 1/4" = 1'-0" DRAWING NUMBER: a 0 N co N O N N O N M N O S101 LaBeLLa Powered by partnership, BENTONITE WATERSTOP 100 West Water Street, Suite 101 CONT. Elmira, NY 14901 CONCRETE WALL(SEE PLAN) ''' 607-734-8492 VERT. FORMED KEYWAY CONCRETE WALL REINF. BENTONITE WATERSTOP w o (SEE SCHEDULE) CONT. Y = Iabellapc.com U_ U Cn = LU ~ W C!J LU CONTINUOUS HORIZ. J BARS THRU JOINT = VERT. FORMED KEYWAY SLAB-ON-GRADE(SEE PLAN) J DOWELS TO MATCH HORIZ. G� #4 @ 12 OC OWL, DRILL AND ANCHOR SAW CUT WITH SEALANT TOOLED REINF.SIZE AND SPACING Q V SLAB-ON-GRADE REINF. WHERE NOTED. W/CHEMICAL ADHESIVE, EMBED 4" (SEE SCHEDULE) VERTICAL REINF. 1/4"X 3/4"DEEP GROOVE IN (SEE SCHEDULE) EXTERIOR CONC.SLAB STAIR LANDING,SEE A-DWGS CONCRETE. FILL WITH SEALANT. REINF.TO BE CONTINUOUS HORIZONTAL REINF. W/#4 @ 12 EW 16"LONG-3/4"DIA.SMOOTH DOWEL (SEE SCHEDULE) AT 12"O.C.COAT 1/2 WITH BOND STOP REINF.AT JOINT 1/8"(TYP.) o� BREAKING MATERIAL THICKNESS M QC-, ~ (SEE SCHEDULE) � It is a violation of New York Education Law 18"CRUSHED SUBBASE Article 145 Sec.7209, for any person, unless STONE �N M "4� TYPICAL CONCRETE WALL CONSTRUCTION JOINTS acting under the direction of a licensed architect, professional engineer, or land S301 j 3/411 1 1-011 surveyor, to alter an item in any way. If an item WATERPROOFING AND bearing the seal of an architect, engineer, or INSULATION DRAINAGE �o 0 00 U 00 00 land surveyor is altered; the alteringarchitect jpy ^n y PANEL,SEE SECTION engineer, or land surveyor shall affix to the = °= n = ^n '�n CONSTRUCTION JOINT SAW-CUT CONTROL JOINT(C.J.) item their seal and notation "altered by" _ 15'MAX followed by their signature and date of such IIIIIIIII—III— alteration, and a specific description of the 11 III III alteration. PROVIDE CORNER BARS AS SHOWN. 10 TYPICAL THRESHOLD DETAIL 7 TYPICAL SLAB-ON-GRADE JOINT HORIZONTAL REINF. MATCH ONTALWAL REINFOINGOF (SEE SCHEDULE) HORIZONTAL WALL REINFORCING. © 2022 LaBella Associates S301 3/4" — V-0" S301 3/4" — 1'-0" VERTICAL REINF. LAP PER ACI SPLICE (SEE SCHEDULE) z a w CORNELL UNIVERSITY ITHACA, NY 14853 LU _ CORNER BARS TO MATCH HORIZ. Q REINF.SIZE AND SPACING Q_ OR HOOK HORIZ.BARS CONT. REINFORCING (SEE FOUNDATION a = SECTION FOR SIZE AND NUMBER OF BARS) J HORIZONTAL REINF. (SEE SCHEDULE) VERTICAL REINF. LU w o (SEE SCHEDULE) o U a cc (SEE PLAN) T Q = LU NV (SEE PLAN) CD w SLEEVED PIPE WITH 1-1/2" z COMPRESSIBLE MATERIAL AROUND PIPE 6" MIN. UJI 3 TYPICAL CONCRETE WALL AT INTERSECTION j 5301 3/4" "= 1'-0 III III III iIII III III _ o SLAB-ON-GRADE AIII III III - M U ���� M o �� IIIIIII—III (2)#4 BARS X 3'-0"LONG. USE TWO LAYERS IF IIIIIII 1- SLAB THICKNESS IS GREATER THAN 8".OMIT 11 1= NORTH CAMPUS CHILD CARE WHERE CONTROL JOINT INTERSECTS CORNER.TYP. III III III III III III III EXIST. FOUNDATION WALL(SEE PLAN) HVAC =111=1 1 1=1 11=111=1 III FOUNDATION WALL(SEE PLAN) a a DOWELS TO MATCH HORIZ. \�. —III III IIIIII=1 '- WALL REINF. DRILL&EPDXY 150 PLEASANT GROVE RD, wI T GROUT INTO EXIST. ITHACA, NEW YORK 14853 IIIIIIIIIIIIIII—III III— CONTINUOUS WATER STOP III=1 I I1 I IIII=III_ 1.5XA USE THIS DETAIL TO: do oe NOTES: 1. CHANGE FOOTING ELEVATION. 1. TYPICAL AT ALL SLAB AND 2. LOWER FOOTING TO FIRM BEARING. FOUNDATION WALL REINF. FOUNDATION RE-ENTRANT CORNERS. 3. AVOID PIPE PASSING THROUGH FOOTING. (SEE SCHEDULE) NO: DATE: DESCRIPTION: g TYPICAL SLAB-ON-GRADE RE-ENTRANT CORNER (__6 TYPICAL STEPPED FOOTING 2 TYPICAL NEW & EXIST. FOUNDATION WALL INTERSECTION Revisions �01 1/2" = 1'-0" �01 3/4" = 1'-0" �01 3/4" = 1'-0" PROJECT NUMBER: 2212853 DRAWN BY: #4 BARS @ 16"O.C. FOR (T)GREATER THAN 4". MCRB REVIEWED BY: USE 6X6-W2.9XW2.9 W.W.R. FOR (T)LESS THAN 4" MCM #4 X V-0"DOWELS @ 24"O.C. DRILL&GROUT TYP. ISSUED FOR: o 95/o CONSTRUCTION DOCUMENTS z 3/4"CHAMFER TYP. EXTERIOR FACE OF WALL DATE: O9/27/22 w w SLAB-ON-GRADE(SEE PLAN) LU o z ~ ACO NYS DOT TYPE 4 FILL DRAWING NAME: SLAB-ON-GRADE REINF. w (SEE SCHEDULE) w COMPACTED STRUCTURAL • FOUNDATION WALL(SEE PLAN) FILL IN 8"LIFTS, MAX VAPOR BARRIER 15 MIL. "' — x —x — — x —x — x —x — x —x —x — x —x — x — x x x —x — MIN. U.O.N. ~ FOOTING (SEE PLAN) 0 0 0 0 0 0 0 0 o c x — x — x — x — x —x — x - 4"PERFORATED DRAIN TILE�b �oc0� TYPICAL FOUNDATION AND SUBBASE MATERIAL IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII—III WITH FILTER SOCK.SLOPE W/POSITIVE DRAINAGE. SLAB DETAILS o z —III=1 = IIIIIIIII=III=IIIIIIIII =1 —III— r � UNDISTURBED NATIVE SOIL OR IMPORTED FILL IN ACCORDANCE 8" FILTER FABRIC,WITH 12" WITH GEOTECHNICAL REPORT III III III III III III NOTES: OVERLAP AT TOP 1. COORDINATE PAD THICKNESS (T)AND LOCATIONS WITH MECHANICAL, TYP PLUMBING,AND ELECTRICAL CONTRACTORS.G.C.TO PROVIDE PADS. - DRAINAGE FILL, SEE SPEC -1 I IIIIIIIIIII I 1 =1 1 1=1 =1 1 1=1 =1 I DRAWING NUMBER: N 8 TYPICAL SLAB-ON-GRADE WITH VAPOR BARRIER 5 TYPICAL HOUSEKEEPING PAD 1 TYPICAL FOUNDATION DRAIN o S301 3/4" = V-0" S301 3/4" = V-0" S301 3/4" = V-0" CV N O CV M N LaBeLLa Powered by partnership, 100 West Water Street, Suite 101 Elmira, NY 14901 RIGID INSUL,SEE 607-734-8492 ARCH DWGS Iabellapc.com ELEVATED CONC FLOOR SLAB,SEE PLAN r T.O. SEE PLAN - - - -- _ F T �G CONT,WATERSTOP,TYP C.3 SEE SCHED r FOR REINF CONC WALL, G(� SEE PLAN o WATERPROOFING,TYP O` L NYS DOT TYPE 4 FILL CONC REINFORCEMENT, o COMPACTED IN 8"LIFTS, MAX SEE SCHEDULE,TYP 4' 0" It is a violation of New York Education Law o Article 145 Sec.7209, for any person, unless - acting under the direction of a licensed o architect, professional engineer, or land surveyor, to alter an item in any way. If an item INSULATION DRAINAGE PANELS, o 0 1"CC,TYP bearing the seal of an architect, engineer, or TYP,SEE WATERPROOFING SPEC land surveyor is altered; the altering architect, 6" engineer, or land surveyor shall affix to the TYP item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the CONT,WATERSTOP,TYP FOUNDATION DRAIN,SEE alteration. TYP DETAIL,TYP SEE SCHED FOR • REINF,TYP © 2022 LaBella Associates T.O. S.O.G. `r SEE PLAN CORNELL UNIVERSITY o ITHACA, NY 14853 CONC ROOF PLANK HOLLOW-CORE PLANK CONC REINFORCEMENT, CONC S.O.G.,SEE PLAN SEE SCHEDULE 09T.O. PLANK PLANK _ r SEE PLAN T.O.SEE PLAN #4@12"O.C. 0 #4@12"O.C. _________________ 0 3 SECTION THROUGH TUNNEL S302 3/4" CONC WALL, SEE PLAN = V-0" (2)#5 HORZ TOP (2)#5 HORZ TOP CV CV CV N PERIMETER GROUT #5912"O.C. E.W.@INTERIOR FACE AT ALL WALL OPENINGS(SEE PLAN) #4 LONGITUDINAL BAR CONT, PROVIDE (2)#5 HORZ ABOVE FORM AS REQUIRED PROVIDE CORNER BARS OPENING AND (2)#5 DIAG X 2'-6"LG HOLLOW-CORE PLANK AT TOP CORNERS COVER 00 - NORTH CAMPUS CHILD CARE 00 CONC WALL,SEE PLAN — HVAC 1011 CONC REINFORCEMENT, GRADE VARIES,SEE GRADING PLAN #4 BENT BAR GROUTED 150 PLEASANT GROVE RD, SEE SCHEDULE INTO POCKET @ 4'-0"O.C. 6" 6" ITHACA, NEW YORK 14853 �- - #4 OWL @ 12"O.C. g� -------- CONC WALL AT ALL WALL OPENINGS(SEE PLAN) PROVIDE (2)#5 HORZ ABOVE TERMINATION BAR WITH POINTING MASTIC TOP OPENING AND (2)#5 DIAG X 2'-6"LG TERMINATION BAR WITH POINTING MASTIC #5@12"O.C. E.W.@INTERIOR FACE BEAD, PER WATERPROOFING MANUFACTURER'S AT TOP CORNERS TOP BEAD, PER WATERPROOFING INSTALLATION DETAIL MANUFACTURER'S INSTALLATION DETAIL WALL REINFORCING, o� o SEE SCHEDULE WATERPROOFING,TY o GRADE VARIES,SEE �5 1"COVER 8" NYS DOT TYPE 4 FILL GRADING PLAN COMPACTED IN 8" LIFTS, MAX INSULATION DRAINAGE 2 CONCRETE PLANK SIDE LAP NO: DATE: DESCRIPTION: PANELS, SEE WATERPROOFING SPEC CONC REINFORCEMENT, �-�y �- SEE SCHEDULE `-fib � �11 3/411 1'-011 Revisions o = 8" PROJECT NUMBER: INSULATION DRAINAGE 2212853 WATERPROOFING PANELS,SEE WATERPROOFING SPEC NYS DOT TYPE 4 FILL TO GRADES DRAWN BY: COMPACTED IN 8"LIFTS,MAX MCRB DOWELS SHALL MATCH SIZE AND PERIMETER GROUT REVIEWED BY: MCM SPACING OF WALL REINF. #4 LONGITUDINAL BAR CONT, DOWELS SHALL MATCH SIZE ANLi�D o 3" PROVIDE CORNER BARS ISSUED FOR: SPACING OF WALL REINF, FORM AS REQUIRED BRG 95% CONSTRUCTION DOCUMENTS ISOLATION JOINT CONTINUE WATERPROOFING AND ISOLATION JOINT HOLLOW-CORE PLANK INSULATION DRAINAGE PANEL DATE: CONTINUE WATERPROOFING AND CONC SLAB-ON OVER TOE OF FOOTING CONC SLAB-ON- GRADE, ------ 09/27/22 INSULATION DRAINAGE PANEL OVER - GRADE, SEE PLAN TOE OF FOOTING SEE PLAN - 00 T.O. S.O.G. N J T,0 S.O.G. C\j #4 OWL @ 12"O.C. DRAWING NAME: SEE PLAN `r SEE PLAN #4 BENT BAR GROUTED STD HOOK FOUNDATION DRAIN, ROTATE AS REQ'D INTO KEYWAY @ 4'-0"O.C. 8" SEE TYP DETAIL CONC WALL 1/8"X 2"BRG PAD FOUNDATION DRAIN, HAUNCH SLAB CONCRETE DETAILS AND SEE TYP DETAIL SECTIONS CONT WATERSTOP CONT.WATERSTOP �B. 9B.O � O. FTG � . FTG WALL REINFORCING, r SEE PLAN CONC FTG, SEE PLAN AND SCHED r SEE PLAN CONC FTG,SEE PLAN AND SCHED SEE SCHEDULE SEE SCHED FOR REINF ALTERNATE BARS SEE SCHED FOR REINF J ALTERNATE BARS STD HOOK ROTATE AS REQ'D DRAWING NUMBER: 5 SECTION THROUGH WALL - WEST END 4 SECTION THROUGH WALL 1 CONCRETE PLANK BEARING Q sso2 3/4" = 1'-0" s102 3/4" = V-0" sso2 3/4" = V-0" N O N O CV N O CV M N M O LaBeLLa Powered by partnership, 100 West Water Street, Suite 101 Elmira, NY 14901 607-734-8492 labellapc.com X0 S� 0� �G 0� �0 It is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. @ 2022 LaBella Associates EXIST 1000S200-68 @ 16"OC ROOF JOISTS,TYP CORNELL UNIVERSITY ITHACA, NY 14853 SHORE EXIST CFMF JOIST, CUT AND REMOVE, INSTALL FRAME TO RESUPPORT 80OS200-68 CFMF FRAME,TYP NORTH CAMPUS CHILD CARE HVAC 150 PLEASANT GROVE RD, ITHACA, NEW YORK 14853 OPENING FRAMING PLAN VIEW NO: DATE: DESCRIPTION: Revisions PLYWOOD ROOF SHEATHING, ATTACH TO NEW MEMBERS L4X4X5/16 PROJECT NUMBER: 2212853 ` \ ANGLE(SEE PLAN) DRAWN BY: e e e e w 1 ,; 3/16 EXIST ROOF DECK, MCRB LU i I N REVIEWED BY: MAINTAIN MIN 1 1/2" MCM CIO(4)#10-16 SCREWS @ EACH CLIP o > ' NEW ROOF OPENING, 1 M X o � 3/16 BRG,TYP to o co I COORD SIZE W/M-DWGS I M � o _ _ ISSUED FOR: 'e e x J I ` 1 J o X DECK SUPPORT 95% CONSTRUCTION DOCUMENTS (4)#10-16 SCREWS @ EACH CLIP "' I ` I "' ANGLE, LOCATE (4) #10-16 SCREWS @ EACH CLIP CFMF ANGLE CLIP: I 1 TIGHT TO ROOF DATE: DECK 09/27/22 2X2X1/4 GA X 0'-7 1/2 LONG (50 KSI STEEL) � � PL 1/4 X 2X2 CFMF ANGLE CLIP: DRAWING NAME: 4"X 2"X 1/4 GA.X 0'-7 1/2" L4X4X5/16 -t LONG(50 KSI STEEL) ` ROOF JOIST OR FRAME OPENING V.I.F. 3/16 (4)#10-16 SCREWS @ EACH CLIP EXIST ROOF JOIST(VIF) 6-0" MAXIMUM =-JL PLAN SECTION TYPICAL ROOF DETAILS NOTES: TYPICAL CONNECTION OPTIONS 1. COORDINATE SIZE AND LOCATION WITH ACTUAL EQUIPMENT TO BE INSTALLED AND WITH MECHANICAL DRAWINGS. 2 TYPICAL CFMF OPENING FRAME DETAIL AT EXISTING ROOF 1 TYPICAL ROOF OPENING FRAME AT EXISTING DRAWING NUMBER: �O31 1/2" = 1'-0" �O33/4" = 1'-0" Q N O N O N N O N M N M S303 ARCHITECTURAL ABBREVIATIONS MATERIAL SYMBOLS GENERAL CONSTRUCTION NOTES: LaBeLLa A G P 1. CONSTRUCTION SHALL CONFORM TO THE"2020 NYS-BCC Building Code Collection"AND ANY OTHER DZ3 A: Area GA: Gauge, Gage P. LAM: Plastic Laminate CONCRETE MASONRY UNITS \\\\\\\\\\\\\\ CODES GOVERNED BY THE JURISDICTION IN WHICH THE PROJECT IS BEING CONSTRUCTED. Powered by partnership. AB: Anchor Bolt GALV: Galvanized PAR: Parallel WOOD (FINISHED)) RIGID INSULATION ABV: Above GC: General Contractor PBD: Particle Board (CMU) \ 2. CONSTRUCTION SHALL COMPLY WITH ALL LOCAL,STATE AND FEDERAL CODES AND REGULATIONS. ACC: Access GL: Glass PERIM: Perimeter 100 West Water Street, Suite 101 ACOUST: Acoustical GL BLK: Glass Block PERP: Perpendicular 3. ALL DRAWINGS ARE GRAPHIC REPRESENTATIONS OF APPROXIMATE LOCATIONS OF NEW MATERIALS. ACR: Acrylic GRND: Ground PL: Plate CONCRETE WOOD (ROUGH) BATT. OR LOOSE INSULATION IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL CONDITIONS PRIOR TO Elmira, NY 14901 ACST: Acoustic GRTG: Grating PLBG: Plumbing COMMENCEMENT OF WORK. 607-734-8492 ACT: Acoustical Tile GVL: Gravel PLYWD: Plywood AD: Access Door GYP: Gypsum PLUMB: Plumbing BRICK WOOD (BLOCKING) EARTH 4. CONTRACTORS ARE RESPONSIBLE FOR ALL MATERIALS,CONSTRUCTION METHODS AND labellapc.com ADH: Adhesive GYP BD: Gypsum Board PR: Pair CRAFTSMANSHIP. ADJ: Adjust,Adjustable,Adjacent PREFAB: Prefabricated AFF: Above Finished Floor u PRES: Pressure 5. CONTRACTORS ARE TO VERIFY ALL EXISTING CONDITIONS, REQUIREMENTS, NOTES,CODES AND AGGR: Aggregate H PRESS: Pressure CEMENT, SAND, GROUT, PLASTER, OR PARTICLE BOARD CARPET DIMENSIONS, PRIOR TO THE START OF CONSTRUCTION AND SHALL NOTIFY THE ARCHITECT IF ALT: Alternate PRMLD: Premolded GYPSUM WALL BOARD CONDITIONS VARY FROM THOSE SHOWN ON THE DOCUMENTS. HOW: ALUM: Aluminum H Handicapped (better called"Accessible") O W: Hardware PRTN: Partition ANOD: Anodized HDWD: Hardwood PSF: Pounds per square foot __ STONE, GRAVEL, OR POROUS 6. CONTRACTORS ARE TO PROVIDE ADEQUATE SUPPORT OF EXISTING LOAD BEARING WALLS AND AP: Access Panel PSI: Pounds per square inch STEEL PLYWOOD PARTITIONS DURING DEMOLITION AND CONSTRUCTION. V HGT: Height > > FILL 7 APPROX: Approximate PT: PAINT ATC: Acoustical Tile CeilingHM: Hollow Metal PTD: Painted, Paper Towel Dispenser 7. THOROUGHLY COORDINATE WORK WITH OTHER TRADES AND DETERMINE THE EXACT ROUTE AND HORIZ: Horizontal PTD/R: Combination Paper Towel Dispenser/Receptacle LOCATION OF UTILITIES, MATERIALS AND EQUIPMENT BEFORE FABRICATION AND INSTALLATION. H Hour O ARCHITECTURAL DRAWINGS SYMBOLS G B HWD: Hardwood PTN: Partition 8. WHEN EXISTING CONSTRUCTION IS REMOVED, DISTURBED,DAMAGED,REPLACED OR RENOVATED IN O BDRM: Bedroom Q ANY WAY, CONTRACTORS SHALL PROVIDE PATCHING, PAINTING AND MATERIALS OF SAME TYPE AND BETW: Between I MATCH LINE QUALITY AS TO MATCH ADJACENT EXISTING SURFACES, UNLESS OTHERWISE NOTED. O BF: Board Foot QUAL: Quality BIT: Bituminous ID: Inside Diameter QT: Quarry Tile, Quart 9. CONTRACTORS PROVIDE ALL BLOCKING, FURRING AND SHIMMING FOR INSTALLATION AND BLDG: Building IN: Inch QTY: Quantity COMPLETION OF WORK. BLKG: Blocking INCL: Include INFO: Information DETAIL NO 10. ALL NEW WORK SHALL BE PLUMB, LEVEL AND SQUARE. SCRIBE AND MAKE FIT ALL NEW TO EXISTING. BOT: Bottom 0 0 BPL: Bearing Plate INSTL: Install ELEVATION LINE x xxx x xxx BUILDING SECTIONS BRG: Bearing INSUL: Insulation SHEET NO 11. CONTRACTORS VERIFY ALL DIMENSIONS BEFORE ORDERING MATERIAL OR DOING WORK. NO EXTRA It is a violation of New York Education Law INT: Interior RB: Rubber Base 1 2 ) COMPENSATION OR CHARGES WILL BE ACCEPTED DUE TO DIFFERENCES BETWEEN THE ACTUAL Article 145 Sec.7209, for any person, unless BRK: Brick INTERM: Intermediate RCP: Reflected Ceiling Plan MEASUREMENTS AND MEASUREMENTS INDICATED ON THE DRAWINGS. acting under the direction of a licensed BRZ: Bronze RD: Roof Drain, Round, Receptacle Distribution Panel architect, professional engineer, or land BS: Both Sides REBAR: Reinforcing Bar 12. ALL DETAILS ARE SUBJECT TO CHANGE DUE TO EXISTING FIELD CONDITIONS. CONTRACTOR MUST surveyor, to alter an item in any way. If an item BSMT: Basement J REF: Refer, Reference, Refrigerator COLUMN LINE REFERENCES DETAIL NO BUR: Built-up Roof A 0 NOTIFY ARCHITECT OF SAME. bearing the seal of an architect, engineer, or REFL: Reflected, WALL SECTIONS land surveyor is altered; the altering architect, JAN: Janitor REFR: ,Refri erate Refrigerator x SHEET NO G' JC: Janitor's Closet REINF g g 13. NO SITE VISITS WILL BE MADE BY THE ARCHITECT. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY engineer, or land surveyor shall affix to the : Reinforcement, or Reinforce FOR CHANGES TO THESE DRAWINGS AND COMPLETION OF COMPLIANT WORK. item their seal and notation "altered by" JT: Joint REQD: Required B followed by their signature and date of such C/C: Center to Center RESIL: Resilient 14. CONTRACTOR TO COORDINATE ALL DOOR HARDWARE,TRIM AND FINISHES WITH THE OWNER TO MEET alteration, and a specific description of the CAB: Cabinet L RF: Roof 0 DETAIL NO INTENT AND COMPLIANCE. alteration. CAR: Carpet RGH: Rough DETAIL SECTIONS CAV: Cavity LAB: Laboratory, Labor RGH OPNG: Rough Opening 100 DOOR TAGS X XXX SHEET NO 15. THESE DRAWINGS DO NOT PURPORT TO SHOW ALL ITEMS AND PROCEDURES REQUIRED FOR A CCW: Counter Clockwise LAV: Lavatory RD: Rough Opening COMPLETE INSTALLATION.THE INTENT IS TO INDICATE THE GENERAL SCOPE OF THE PROJECT IN CCTV: Closed Circuit TV LB: Pound RT: Rubber Tile TERMS OF THE GENERAL ARCHITECTURAL DESIGN CONCEPT,THE LOCATION/DIMENSIONS OF THE (weight) 0► DETAIL NO © 2022 LaBella Associates CEM: Cement LBL: Label S ROOM NAME CONSTRUCTION AND MAJOR ELEMENTS OF CONSTRUCTION. CER: Ceramic LINO: Linoleum 123 ROOM# ROOM TAG CF: Cubic Feet LNTL: Lintel 150 SF-,_ X XXX SHEET NO EXTERIOR ELEVATIONS 16. CONTRACTORS ARE RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL PERMITS ASSOCIATED WITH CHAM: Chamfer SALV: Salvage ROOM AREA THE WORK OF THEIR CONTRACT. CJ: Control Joint SCHED: Schedule CK: Caulking SF: Square Foot 17. ITEMS NOTED AS'BY OWNER"ARE TO BE FURNISHED AND INSTALLED BY THE OWNER OR THE OWNER'S CL: Centerline MAINT: Maintenance SHR: Shower 0 WINDOW TAG/LOUVER TAG 3�� DETAIL NO VENDOR. CLG: Ceiling SHT: Sheet Cornell University CLKG: CaulkingMAN; Manual MAR: Marble SPEC: Specification,Specifications CLR: Clear 2 x-xxx 4 INTERIOR ELEVATIONS , CLR OPG: Clear Opening MAS: Marble SPECS: Specifications GENERAL REMOVAL NOTES: p g MAS: Masonry SQ: Square CS12.Ob WALL TYPE SHEET NO CMT: Ceramic Mosaic Tile MAT: Material SS: Stainless Steel CMU: Concrete Masonry Unit MATL: Material STC: Sound Transmission Class 1 1. DASHED LINES INDICATE ITEMS TO BE REMOVED. COL: Column MAX: Maximum STD: Standard __ SIM CONC: Concrete MECH: Mechanical STL: Steel / \ 1 2. ELEMENTS TO REMAIN IN PLACE SHALL BE PROTECTED FROM DAMAGE, DUST AND DEBRIS. CONSTR: Construction e �--�� DEMO KEYNOTE CONT: Continuous MEMB: Membrane STOR: Storage � '_' MFD: Manufactured STRT: Straight DETAIL CALL OUTS 3. DUST CONTROL SHALL BE THE FULL RESPONSIBILITY OF THE CONTRACTOR.CONTRACTOR SHALL CONTR: Contractor MFG: Manufacturer, Manufacturing STRUC: Structural PERFORM CLEAN UP OF ALL REFUSE, RUBBISH,SCRAP MATERIALS AND DEBRIS CAUSED BY THE WORK ON COP: Copper MFR: Manufacture, Manufacturer STRUCT: Structural i--i�> PLAN/ELEVATION KEYNOTE \__/ A DAILY BASIS.CLEANING OF AREA SURROUNDING THE WORK AREA WHERE CONSTRUCTION DEBRIS OR CPR: Copper MI: Malleable Iron, Miles SUR: Surface u DUST ACCUMULATES WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. CPT: Carpet MIKE: Microphone SUSP: Suspended,Suspend CT: Ceramic Tile MIN: Minimum Z� 4. REFER TO CIVIL,STRUCTURAL,MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTIONS DRAWINGS NORTH CAMPUS CHILD CARE CW: Clockwise Mirror T FOR DEMOLITION OF ADDITIONAL ITEMS. REFER TO ABATEMENT DRAWINGS FOR HAZARDOUS MATERIAL MIR: MIR: Miscellaneous O FINISH KEYNOTE REVISION SYMBOL AND DEMOLITION ITEMS. HVAC MK: Mark T&B: Top and Bottom CLOUD ML&P: Metal Lath&Plaster T&G: Tongue&Groove 5. CONTRACTOR TO MAINTAIN WATER TIGHT INTEGRITY OF BUILDING AT ALL TIMES. 150 PLEASANT GROVE RD, DBL: Double MLD: Molding TB: Towel Bar DEG: Degree MLDG: Molding TD: Trench Drain TYPICAL PLAN DIMENSIONING 6. EXISTING CONDITIONS ARE TAKEN FROM FIELD OBSERVATIONS AND PRIOR CONSTRUCTION DOCUMENTS ITHACA, NEW YORK 14853 DEMO: Demolition MM: Millimeter TERR: Terrazzo WHEN AVAILABLE AND ARE NOT GUARANTEED.CONTRACTORS ARE RESPONSIBLE FOR EXAMINING THE DF: Drinking Fountain MMB: Membrane THK: Thick,Thickness BUILDING AND VERIFYING EXISTING CONDITIONS AND ARE TO CONTACT THE OWNER REPRESENTATIVE DIAG: Diagonal M0: Masonry Opening THRU: Through REGARDING ANY DISCREPANCIES. DIA: Diameter MOD: Module TLT: Toilet DIAM: Diameter MONO: Monolithic TPD: Toilet paper Dispenser 7. DEMOLITION WORK SHALL INCLUDE REMOVAL OF ALL ITEMS INDICATED TO BE REMOVED AND/OR DIFF: Diffuser MOV: Movable TPH: Toilet Paper Holder SALVAGED,AND LEGAL DISPOSAL OF ITEMS NOT INTENDED FOR SALVAGE.WORK SHALL ALSO INCLUDE ON: Down MP: Metal Acoustical Panel TPTN: Toilet Partition REMOVAL OF ALL MINOR SUPPORTS, BRACKETS,FASTENERS,CONDUITS, PIPING,AND SIMILAR ITEMS DR: Door MPS: Medium Pressure Steam TYP: Typical WHICH ARE NOT INDICATED TO REMAIN. DWG: Drawing MR: Mop Receptor TZ: Terrazzo DWGS: Drawings MRD: Metal Roof Deck 8. ALL FLOOR,WALL,AND CEILING CONDITIONS THAT ARE DISTURBED BY DEMOLITION ARE TO BE PATCHED, DWR: Drawer MT: Mount, Mounted REPAIRED AND/OR PAINTED,WITH SIMILAR MATERIALS AND COLORS. REFER TO NEW WORK FLOOR PLAN E MTD: Mounted ❑ &REFLECTED CEILING PLANS. MTL: Material, Metal MTR: Motor UNFIN: Unfinished 9. AT WALL REMOVAL FOR MECHANICAL PENETRATIONS, OPENING TO BE APPROXIMATELY 6"LARGER THAN NO: DATE: DESCRIPTION: EA: Each MUL: Mullion UNO: Unless Noted Otherwise >< DUCT SIZE ON ALL SIDES.COORDINATE WITH MECHANICAL DRAWINGS. Revisions EB: Expansion Bolt LION: Unless Otherwise Noted EE: Each End MULL: Mullion i� MV: Mercury Vapor UP: Unpainted 10. FOR ADDITIONAL REMOVAL INFORMATION REFER TO SECTIONS AND DETAILS. EF: Each Face MWP: Maximum Working Pressure UR: Urinal CENTER LINE NOMINAL FACE NOMINAL FACE OF GYP BD NOMINAL FACE OF EIFS: Exterior Insulation and Finish System PROJECT NUMBER: AT GYP BD/STUD EXISTING PARTITION 2212853 EJ: Expansion Joint MWK: Millwork `, OF COLUMN OF MASONRY AND CONCRETE EL: Elevation, Elevator V (U.0.N.) WALL/ PARTITIONS PARTITION (U.0.N.) GENERAL ARCHITECTURAL NOTES ELEC: Electrical N VAT: Vinyl Asbestos Tile (U.O.N.) ( ) U.O.N. DRAWN BY: JPB ELEV: Elevator, Elevation ENCL: Enclosure N: North, Nitrogen VBC: Vinyl Base (Coved) 1. UNLESS OTHERWISE NOTED,ALL MASONRY DIMENSIONING IS NOMINAL TO FACE OF MASONRY,ALL EPDM: Ethylene Propylene Diene Monomer NAP: Napkin VCT: Vinyl Composition Tile NON-MASONRY DIMENSIONING IS TO FACE OF PARTITIONS OR WALLS AND ALL CONCRETE REVIEWED BY: CAD EQ: Equal NAT: Natural VERT: Vertical DIMENSIONING IS FACE TO FACE OF WALL. EQUIP: Equipment NATL: Natural VEST: Vestibule VIF: Verify In the Field ISSUED FOR: ETR: Existing To Remain NB: "Nota Bene" Latin phrase for"Take Special Note" y 2. ALL DIMENSIONS ARE FINISHED DIMENSIONS FROM FINISH FACE OF GYPSUM BOARD OR SCHEDULED 95% CONSTRUCTION DOCUMENTS EW: Each Way NC: Normally Closed, Noise Criteria VT: Vinyl Tile WALL FINISH UNLESS OTHERWISE NOTED. EXG: Existing NEC: National Electrical Code VTR: Vent Through Roof EXH: Exhaust NEUT: Neutral VWC: Vinyl Wall Covering LINE TYPES ALL EXIST: Existing NF: Near Face 3 SHALL RECEIVE WHICH WILL BE EXPOSED TO VIEW UPON COMPLETION OF WORK DATE: CEIVE A SMOOTH RUBBED FINISH.SH 09/27/22 EXP: Exposed NFWH: Non-freeze Wall Hydrant F NI: Nickel VISIBLE ITEMS 4. SEALANT SHALL BE PROVIDED AT THE INTERIOR AND EXTERIOR PERIMETER OF ALL WINDOWS, DOOR DRAWING NAME: NIC: Not In Contract W/: With FRAMES, LOUVERS OR OTHER ITEMS INSERTED IN AN EXTERIOR WALL. FB: Face Brick NK: Neck W/O: Without CENTER LINE OR COLUMN GRID FD: Floor drain NMT: Non-Metallic WAINS: Wainscot 5. WOOD USED FOR BLOCKING OR OTHER PURPOSES ON OR ABOVE THE ROOF DECK,WITHIN 2'-0"OF FDC: Fire Department Connection NO: Number, Normally Open WC: Watercloset GRADE AND IN OTHER LOCATIONS OUTSIDE THE BUILDING ENVELOPE WHERE EXPOSED TO THE FDN: Foundation NOM: Nominal WD: Wood HIDDEN OR NOT IN CONTRACT 6. WEATHER SHALL BE PRESSURE TREATED LUMBER OR PLYWOOD. GENERAL NOTES, FDTN: Foundation NR: Noise Reduction FE: Fire Extinguisher NRC: Noise Reduction Coefficient BREAK LINE 7. INSTALL ALL WORK AS INDICATED AND VERIFY EXACT LOCATION AND ELEVATIONS ON THE JOB. SYMBOLOGY AND FEC: Fire Extinguisher Cabinet NTS: Not To Scale FFE: Finished Floor Elevation OVERHEAD 8. DO NOT SCALE DRAWINGS. REFER TO DIMENSIONS AND SPECIFIED MATERIALS. CONTACT THE ARCHITECT IF ADDITIONAL DIMENSIONS ARE REQUIRED. FF&E: Fixtures, Furnishings&Equipment 0 ABBREVIATIONS FFL: Finished Floor Line WALL/ PARTITION DESIGNATIONS 9. COORDINATE ALL DOOR HARDWARE,TRIM AND FINISHES TO MEET INTENT AND COMPLIANCE. FGL: Fiberglass OB: Obscure FHC: Fire Hose Cabinet OBS: Obscure 10. EXISTING FIRST FLOOR LEVEL DATUM ELEVATION (0'4")IS EQUAL TO ACTUAL FIN: Finish,finished OC: On Center BRICK FACE ELEVATION(895.0'). ARCHITECTURAL ELEVATIONS U.O.N.ARE TAKEN FROM FIXT: Fixture OD: Outside Diameter EXISTING FIRST FLOOR LEVEL DATUM ELEVATION (0'-0"). FL: Floor OF: outside Face C.M.U. WALL/ PARTITION - SEE PARTITION TYPES DRAWING NUMBER: FLR: Floor OFF: Office FO: Finished Opening OH: Overhead FOF: Face of Finish OHD: Overhead Door METAL STUD PARTITION - SEE PARTITION TYPES N FOS: Face of Studs OPNG: Opening FP: Fireproof OPP: Opposite EXISTING WALL CONSTRUCTION N FRT: Fire Retardant OPP H: Opposite Hand FT: Foot, Feet, o FTG: Footing, Fitting LO FURN: Furnish, Furniture FURR: Furring A001 BUILDING CODE SUMMARY LaBeLLa BUILDING CODE REVIEW APPLICABLE CODES Uzi Powered by partnership. BASED ON BUILDING CODE OF NEW YORK STATE 2020 NYS-EBC Existing Building Code 2020 NYS-BC Building Code 100 West Water Street, Suite 101 ITEM PROPOSED 2020 NYS-MC Mechanical Code Elmira, NY 14901 CHAPTER 3: USE AND USE GROUP "E" EDUCATIONAL (INCLUDING CHILDREN < 2'% YEARS OF AGE PER 308.5-2 GIVEN THAT 2020 NYS-PC Plumbing Code 607-734-8492 OCCUPANCY CLASSIFICATION THEIR CLASSROOMS HAVE DOORS DIRECTLY TO THE EXTERIOR.) labellapc.com TOTAL CHILDREN < 2� YEARS = 98. PROJECT SUMMARY CHAPTER 5: BUILDING HEIGHT "E" OCCUPANCY PERMITS 1 STORY AND 18,500 SQ. FT. IN TYPE VA CONSTRUCTION PER TABLE 503. EXISTING BUILDING (APPROXIMATELY 16,240 SF): AND AREAS PER SECTION 504, WHERE AN APPROVED AUTOMATIC SPRINKLER SYSTEM IS INSTALLED, THE MAXIMUM NUMBER OF STORIES IS INCREASED BY 1 STORY. BUILDING IS 2 STORIES. ? ALTERATION - LEVEL 1 ALTERATIONS INCLUDE THE REMOVAL AND REPLACEMENT OR THE O� COVERING OF EXISTING MATERIALS, ELEMENTS, EQUIPMENT, OR FIXTURES USING NEW MATERIALS, CHAPTER 6: TYPE OF CONSTRUCTION TYPE 5A. NO FIRE RATING REQ'D WITH APPROVED AUTOMATIC SPRINKLER ELEMENTS, EQUIPMENT, OR FIXTURES THAT SERVE THE SAME PURPOSE) CONSTRUCTION, PER TABLE 601, SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 aNO CHANGE IN BUILDING FOOTPRINT 602.5 a NO CHANGE IN EXITING 0� CHAPTER 7: FIRE STOP / FIRE STOPPING / DRAFT STOPPING REQUIRED AS PER MSBC SECTION 720.0 DRAFT STOP MECHANICAL ROOM (APPROXIMATELY 750 SF): `O O'C CHAPTER 8: AN 'ADDITION' PER CHAPTER 2 AND COMPLY WITH CHAPTER 11 � ` INTERIOR FINISHES; TABLE BUILDING IS SPRINKLERED, THEREFORE EXIT ACCESS CORRIDORS AND OTHER EXITWAYS REQUIRE CLASS C 803.4 MATERIALS AND ROOMS REQUIRE CLASS C MATERIALS. j BUILDING LIMITATIONS CONSTRUCTION CLASSIFICATION: CHAPTER 9: FIRE NO SPRINKLER REQUIRED BY 903.2.3, HOWEVER WILL BE PROVIDED PER CORNELL STANDARDS. EXISTING 5A (SEE ORIGINAL CODE REVIEW) It is a violation of New York Education Law PROTECTION SYSTEMS AND PER SECTION 907.2.3 A MANUAL FIRE ALARM SYSTEM SHALL BE INSTALLED AND THE SPRINKLER SYSTEM ADDITION IB (NONCOMBUSTIBLE) Article 145 Sec.7209, for any person, unless SPRINKLER WILL BE CONNECTED. acting under the direction of a licensed CHAPTER 10: MEANS OF EGRESS OCCUPANCY architect, professional engineer, or land surveyor, to alter an item in any way. If an item OCCUPANCY CLASSIFICATION: bearing the seal of an architect, engineer, or DESIGN OCCUPANT LOAD; 1ST FLOOR INFANT WING = 2,063 NET SQ. FT. (classroom net/20 sq. ft./person) = 103 OCCUPANTS EXISTING 'E' EDUCATIONAL (SEE ORIGINAL CODE REVIEW) land surveyor is altered; the altering architect, TABLE 1003.2.2.2 1ST FLOOR TODDLER WING = 2,037 NET SQ. FT. (classroom net/20 sq. ft./person) = 102 OCCUPANTS engineer, or land surveyor shall affix to the 2ND FLOOR = 2,649 NET SQ. FT. (classroom net/20 sq. ft./person) = 132 OCCUPANTS ADDITION ACCESSORY SPACE item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the EGRESS WIDTH AT CORRIDOR PER 1004.3.2.2 (MORE STRICT): MINIMUM REQUIRED CLEAR WIDTH NOT LESS THAN 44. WE PROVIDE 44" alteration. & DOORS; SECTION CLEAR WIDTH THROUGHOUT. (PER TABLE 1003.2.3, THE MINIMUM CORRIDOR WIDTH = 20") ALL EGRESS ENERGY CONSERVATION: 1004.3.2.2 DOORS TO BE 36" CLEAR. EXISTING NO CHANGE TO PRIMARY STRUCTURE EGRESS WIDTH AT RAMP: PER 1003.3.4.4.1 (MORE STRICT): MINIMUM REQUIRED CLEAR WIDTH = 36 MIN. WE PROVIDE 44" RE-ROOFING WORK WILL COMPLY WITH TABLE © 2022 LaBella Associates SECTION 1004.3.2.2 PER TABLE 1004.3.2.2, EXCEPTION 4, REQUIRES A 72" CORRIDOR WIDTH FOR GROUP E HAVING A REQUIRED C402.1.3 - 4.2" MINIMUM R-24.9 Cl (+ TAPERED CAPACITY OF 100 OR MORE. PER SECTION 418-1.8(e) OF THE NEW YORK CHILDCARE LICENSING INSULATION FOR AN AVERAGE OF R-30 PER REGULATIONS, THE MAXIMUM ALLOWABLE GROUP SIZE FOR PRESCHOOLERS IS 18. WE HAVE 4 PRESCHOOL ENERGY CODE) ROOMS ON THE 2ND FLOOR, THEREFORE THE MAXIMUM NUMBER OF ALLOWABLE OCCUPANTS WOUND BE 72 + 8 TEACHERS = 80 OCCUPANTS. 80<100, THEREFORE, A 44" RAMP WIDTH IS ACCEPTABLE. Cornell University ADDITION WALLS WILL HAVE 2" R-11.4 Cl (AVERAGE OF ATRIUMS & ENCLOSURES; ABOVE AND BELOW GRADE VALUES) 404.1 & 1005.3.2 A.) PER 404.1: VERTICAL OPENINGS MEETING THE REQUIREMENTS OF THIS SECTION ARE NOT REQ'D TO BE ENCLOSED IN OTHER THAN GROUP H OCCUPANCIES. ROOFING WORK WILL COMPLY WITH TABLE B.) BUILDING IS FULLY SPRINKLERED. C402.1.3 - 4.2" MINIMUM R-24.9 Cl + TAPERED C.) PER 707.1 EXCEPTION 7, A SHAFT ENCLOSURE IS NOT REQ'D FOR A FLOOR OPENING IN OTHER THAN GROUP 1-2 AND 1-3. INSULATION FOR AN AVERAGE OF R-30 PER D.) PER 1005.3.2 ENCLOSURES: INTERIOR EXIT STAIRWAYS & RAMPS SHALL NOT BE ENCLOSED WITH ENERGY CODE) FIRE BARRIERS PER EXCEPTIONS 8 & 9: EXCEPTION 8: IF 50% OF EGRESS STAIRWAYS SERVING 1 ADJACENT FLOOR ARE NOT REQ'D TO BE ENCLOSED. WE COMPLY. EXCEPTION 9: INTERIOR EGRESS STAIRWAYS SERVING ONLY THE 1ST & 2ND STORIES OF A BUILDING EQUIPPED THROUGHOUT W/ AN AUTOMATIC SPRINKLER SYSTEM ARE NOT REQ'D TO BE SE PROVIDED UNESNSFS ARE PROVIDED FROM BOTH FLOORS SERVED BYENCLOSED STAIRWAYS. WE COMPLY NORTH CAMPUS CHILD CARE HVAC 150 PLEASANT GROVE RD, FIRE SEPARATION RATINGS NO RATING REQUIRED FOR A SPRINKLERED BUILDING. (BUILDING IS ITHACA, NEW YORK 14853 TABLE 1004.3.2.1 SPRINKLERED) EXIT ACCESS TRAVEL ALLOWABLE LENGTH IS 250 FT. WITH AN AUTOMATIC NO TRAVEL DISTANCE TO EXCEED 200 FT. DISTANCE; PER 1004.2.4 SPRINKLER SYSTEM. DEAD ENDS 1004.3.2.3 IN USE E, THE LENGTH OF A DEAD END CORRIDOR SHALL NOT EXCEED 20 FEET CEILING HEIGHT THE MEANS OF EGRESS SHALL HAVE A CEILING WE PROVIDE 7'-6" MIN. HEIGHT OF NOT LESS THAN 7'-0" CLEAR OUTDOOR STAIRWAYS IN CLIMATES SUBJECT TO SNOW OR ICE SHALL BE PROTECTED TO PREVENT THE NO: DATE: DESCRIPTION: STAIRS; SECTION 1003.3.3.5.2 ACCUMULATION OF THE SAME. THE STAIRWAYS WILL BE PROTECTED. Revisions PER TABLE 1005.2.1, 2 EXITS ARE REQUIRED IN BUILDINGS WITH 1-500 OCCUPANTS, WE PROVIDE 3 EXITS ON THE UPPER FLOOR-2 STARS & 1 RAMP. PROJECT NUMBER: 2212853 CHAPTER 11: HANDICAP ALL SPACES SHALL BE ON AN ACCESSIBLE ROUTE ACCESSIBILITY THIS PROJECT SHALL CONFORM TO THE REQUIREMENTS OF THE NYS BUILDING CODE AND ICC/ANSI A117.1 DRAWN BY: JPB CHAPTER 12: INTERIOR ALL SPACES TO BE DESIGNED IN COMPLIANCE WITH CHAPTER 12. REVIEWED BY: ENVIRONMENT ALL VENTILLATION TO BE DESIGNED IN ACCORDANCE WITH THE MECHANICAL CODE OF NEW YORK STATE CAD ISSUED FOR: 95% CONSTRUCTION DOCUMENTS DATE: 09/27/22 DRAWING NAME: CODE REVIEW DRAWING NUMBER: 2E 0- N N LC7 N N N O N LO C\j N LaBeLLa Hortzons Uzi Powered by partnership. ego,, 100 West Water Street Suite,. W�e��,r�,Aee«ietee A.�M�e.LLC 101 Elmira, NY 14901 607-734-8492 5.2 ' DN 1IR labellapc.com 39 HARVARD AVENUE o BROOKLINE MA 02"6 A5.2 / ;` A 8 �l _ t e l •a 7.e o s.1 s s 1 tax -ei7.aoe.iaaa `V M01 \\ S ® oH ; P o02 to I 5.2 o6 I DN AR� / 157 1G IG IS IG % l IICZ Q� `P IG 205 IA / % ��' It is a violation of New York Education Law 05 a A / 20� , % Article 145 Sec.7209, for any person, unless o2 A '.1 a� acting under the direction of a licensed s T OF architect, professional engineer, or land A206 ooz i / / /01 sr P surveyor, to alter an item in any way. If an item r G �/ • / �" S Ab8 j bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, i 206 000 A 203 a l / DN A�7 ti?o/ %/ / 7 10 engineer, or land surveyor shall affix to the item their seal and notation "altered by" q7 0 C',� 1 IB followed by their signature and date of such 5 2018 alteration, and a specific description of the 14 UP Q alteration. iIR � � LU A 002 0020 oat / ,' / j (Yl z � ({—n, © 2022 LaBella Associates Ary W 'ar ry A201 8 y,� �/ / `\ / O I H A6.6 � w % ?�� `' z Cornell University pH y 5.3 16 s- Ift \ 5. r \ \ NORTH CAMPUS CHILD CARE ry 5 HVAC 150 PLEASANT GROVE RD, ITHACA NEW YORK 14853 3 A4.a ` 10 I'db 9 I 5A \ 6 A5,1 006 Z 3 W 0. s \ } NO: DATE: DESCRIPTION: 5,0 Revisions PRO-ECT ARC,47EC7 HORIZONS DESIGN PROJECT NUMBER: DRAWN Br 2212853 HD cHECFED e>•GENERAL PLAN KIE5_ HD DRAWN BY: JPB 1. REFER TO 71.1 FOR SYMBOL LEGENDS I , .T002007 REVIEWED BY: 2. REFER 70 APA FOR ALL PARTI71ON 7YPES I, r � r I DATE CAD 09-13-07 GENERAL PLAN LEGEND: 5 0 a SCALE ISSUED FOR: FULL HEIGHT bAALL " f 95% CONSTRUCTION DOCUMENTS CONTENT PARTIAL HEIGHT WALL 1 SECOND FLOOR DATE: .,,,,,..,,,,,,,,,,,,,,,, EXTERIOR BRICK FACE WALL ANNOTATION PLAN 09/27/22 CONCRETE BLOCK INFILL WALL 8 7 SHEET 5-2 A5.1 A-1. 8 DRAWING NAME: v 0-11$ 1'56-S _ y OG �Ill���lil�ilh���l�hl II II Nll,SRARY II' IIIto EXISTING DRAWING A1 .8 3 1924 111 358 606 C (SECOND FLOOR ANNOTATION PLAN) DRAWING NUMBER: NOTE: Q THIS DRAWING BACKGROUND IS FROM THE ORIGINAL N BUILDING CONTRACT DOCUMENTS AND IS SHOWN co FOR INFORMATION & REFERENCE ONLY (NOT TO N SCALE). FIELD VERIFY ALL 'AS-BUILT' CONDITIONS. N SEE NOTES FOR NEW PROJECT SCOPE. LaBeLLa Powered b partnership. LIGHTING FIXTURE / RCP SG� IEDUL.E ` . P P� FIXTURE SYM50L DESCRIPTION OTY COMMENTS DesicynVj r-- - 2X4 RECESSED DIRECT/INDIRECT - 3-BULB 100 West Water Street, Suite 101 El TROFFER LindeEram Aeeoclafea Arshilecla.LLC TROFFER W/ ACRYLIC LENS 3-5ULBr USE AT ALL SERVICE SPACES \ 2X2 RECESSED DIRECT/fNDIREGT - 3-BULB \\ Elmira, NY 14901 0 Ix8 DIRECTANDIRECT PENDANT - 3-BULB 607-734-8492 CEILING MOUNTED DECORATIVE PENDANT - COMPACT FLUORESCENT, DIMMABLE At CLASSROOMS ONLY I a be I I a pc.co m D INTERIOR WALL MOUNTED INCANDECENT SCONCE - DIMMABLE. MOUNT AT 0-8" A.F.F UNLESS NOTED OTHERWISE EXTERIOR WALL MOUNTED FLUORESCENT SCONCE - PHOTO-CELL d TIMER PROGRAMMED W/ EMERGENCY BALLAST 6i_011 \ 39 HARVARD AVENUE WALL MOUNTED UP-LIGHT (WALL WASHER) - INTERIOR TYPE, COMPACT FLUORESCENT \ 13ROOKLINE, MA 02446 WALL MOUNTED UP-LIGHT (WALL WASHER) - EXTERIOR TYPE. D RECESSED LOW-WALL ACCENT FIXTURE - LOW PROFILE \ $1_6u D 6" RECESSED COMPACT FLUORESCENT - DIMMABLE AT CLASSROOMS ONLY. -� CEILING MOUNTED TRACK LIGHTING - COMPACT FLUORESCENT. DIMMABLE O SLOPED U.S. 4' FLUORESCENT STRIP - 2 BULB O H CLOSET HINGE-ACTIVATED FIXTURE - LOCATE IN ALL CLASSROOM CLOSETS o O O UNDERCOUNTER LIGHT ELEC. ENGINEER TO COORDINATE LOCATIONS OF JUNCTION 2 O TbC BOXES W/ MILLWORK SUBCONTRACTOR O INDOOR CEILING FAN - 5-SPEED FUNCTION C'O ` "BE5A" SKYHOOK 6LG DIMMABLE. TARPOINT GLASS ' " I II ' PENDANT SYSTEM - AT ROOMS 112 & 116, LOWER SUSPENDED o CEILING SYSTEM FROM 8,-6„ TO 8,-2„ FOR _o MECHANICAL WORK ABOVE, INCLUDE HYAG DIFFUSERS $ RETURN GRILLES ° ' 6" NEW PERIMETER EDGE ANGLE - REUSE GRID, PANELS & LIGHTS �CA �� s SYMBOL DESCRIPTION OtY COMMENTS � o ° $i � \ � ''' * t It is a violation of New York Education Law 4B" LINEAR SLOT CEILING DIFFUSER - REFER TO REGISTER/DIFFUSER SCHED. FOR MANUF. INFO. \ Article 145 Sec.7209, for any person, unless 24" LINEAR SLOT CEILING DIFFUSER - REFER TO REGISTER/DIFFUSER SCHED. FOR MANUF. INFO. O 2 \\ 026�a6^ acting under the direction of a licensed - REFER TO REGI5TER/DiFFUSER SOLED. FOR MANUF. INFO. \ z' 0 B ^6 T �F N � architect, professional engineer, or land 24' X 24' CEILING MOUNT RETURN GRILLE \ I \ surveyor, to alter an item in any way. If an item \\ srAMP bearing the seal of an architect, engineer, or 0. CEILING PATTERNS \ .�81-�0" \ land surveyor is altered; the altering architect, 0 Y o \\\ engineer, or land surveyor shall affix to the 5YM50L DESCRIPTION TYPE COMMENTS \ \ item their seal and notation "altered by" \ o \ followed by their signature and date of such ACOUSTICAL PANELS \\ 8'- \ alteration, and a specific description of the alteration. ACOUSTICAL 2X4 CEILING TILE GRID I LAY-IN TEGULAR; CONCEALED GRID. \\ S1—/till \ MYLAR 2X4 CEILING TILE GRID 2 LAY-IN MYLAR; EXPOSED GRID. WASHABLE \ \\ A2. \ II'—al' — L1--1 \ \ EXPOSED -A TECTUM CEILING TILE GRID LAY-IN TEGULAR; Z4 TILE; 'SOFT LOOK." NATURAL COLOR SLOPED U.S. \\ \\ STRUCTURE z _j © 2022 LaBella Associates LAY-IN TEGULAR; 2'x8' TILE, "SOFT LOOK." NATURAL COLOR gl_6u \ \ 31_1011Alk 1-u L"IT ABOVE TODDLER \ \ U Z TECTUM CEILING DIRECT-ATTACH DIRECT ATTACH PANELS; NATURAL COLOR FLOOR \\ ® \\ n� \ EXPOSED SPIRAL DUCT; REFER ADDITIONAL MATERIALS 81_8u TO MECHANICAL DRAWING5 LU +O, , GYPSUM WALL BOARD PAINT WHITE AS SHCEDULED ABOVE TODDLER \\\ \ v z FLOOR B.O. !OL Q Cornell University 1 SEAMS t CEDAR 7*G PANELING CLEAR SEAL, CEDAR V TYPE 4 I 7'-211 1 U.5. SOFFIT I 8'-011 EXPOSED WOOD POSTS, BEAMS B , •\ I 101_011 d RAFTERS t24"O.C. REFER TO . 1 STRUCTURAL FOR MORE INFO 6-0' 2. gi_�ii 1 GWB a U.S. SOFFIT 1 r- � ———— ——— TECTUM CEILING; ———_ ——— — T 1—T"—' — — ;I �? iI 7 REFER TO Q/A2.2 FOR LAYOUT OL I 1 j I I i ; ALL DGE �Q o I II'-5" NORTH CAMPUS CHILD CARE I u u.s SOFFIT TYPE 5 g 6 ?Y .P4p ! Oli HVAC .�'1 � � TYPE YPE 4OL © o SLOPED 6:12 150 PLEASANT GROVE RD, 10'-4" ITHACA, NEW YORK 14853 AIN i S'-611 8€ _ I TYPE 3 OL a' o" 611 EI_B.11. o o Bi oil 6'-3u 11 28 0 0 o SLOPED A2.2 I L� G.W.a. - ° ° o o. G. .E 0 LOPE LOPE 11 i ° G.W.B. O Lo q G:W.B 0 8 - � ° ° I \ [n ,7i-fo11 1 _I o .., II 101_411 � I r0'� o � 11 0 r TYPE 4 _ NO: DATE: DESCRIPTION: o (A50VE ENTRY LEVEL) L._._II '__�' 10'- " 10' 0" o I ► W Revisions gr L_ o TYPE 2 pixalEcr AI2c++lrEcT GENERAL CEILING NOSES: 7'_6'' .110PROJECT NUMBER: I � -�- ,'-J (ABOVE ENTRY LEVEL) HORIZONS DESIGN 1 DRAHH BY 2212853 !. REFER TO T1.1 FOR SYMBOL LEGENDS _ _. 2. "U.S." REFERS 70 "UNDERSIDE OF STRUCTURE" I I ]— — I ;' ! 'r 11~` J HD ILL — L 1---- --u �JL�II I c EcrEo 3Y DRAWN BY:B. ALL ACOUSTICAL CEILING TILES ARE TYPE I I j2'-0 f! !I f HD JPB UNLESS NOTED OTHERA15E. 'RaEcr NUh 6ER 1002007 REVIEWED BY: 4. REFER TO CROSS 5EC7ION5 AND/OR 8 _0 EXPOSED WOOD I I' Q'' I CAD POSTS, BEAMS 4 j I Y ,4 DATE 09-13-07 INTERIOR ELEVATIONS FOR ANY CEILING 6:12 6:12 RAFTERS t24"O.C. LULL" HEIGHTS NOT CALLED OUT ON THIS PLAN. SLOPE U.S. SLOPE U.S. REFER TO L I SCALE ISSUED FOR: 5. ALL G.W.B SOFFIT TRANSITIONS To HE a" STRUCTURAL FOR _�' I " 95% CONSTRUCTION DOCUMENTS BELOW SUSPENDED CEILING UNLESS NOTED MORE INFO CONrEhT OTHERWISE. FIRST FLOOR DATE: 6. ALL CLOSET CEILINGS TO BE 8'-0" A.F.F TYPE I TILES REF. CEILING PLAN 09/27/22 UNLESS NOTED OTHERWISE SHEET 7, ALL SLEEP ROOM CEILING HEIGHTS TO BE V-0" A2. 0 DRAWING NAME: UNLESS NOTED OTHERWISE �oR EtiE S T� ,iab Y l c�` : EXISTING DRAWING A2.0 3 1924 111 358 630 (FIRST FLOOR REF. CEILING CEILING NOTES: PLAN) - SEE MECHANICAL DRAWINGS M011, M012, M101, M102, M201, M202, M301, M302, M303&M304 FOR FULL SCOPE OF WORK. - SEE ELECTRICAL DRAWINGS E011, E012, E101 &E102 FOR FULL SCOPE OF WORK. - CAREFULLY REMOVE &REINSTALL CEILINGS AND INSULATION (IN HALLWAYS) TO ACCOMMODATE HVAC WORK ABOVE. REFER TO DRAWING FOR CEILING TYPE &ELEVATION ABOVE FLOOR. - THERE IS INSULATION To BE REMOVED&REINSTALLED IN THE TODDLER DRAWING NUMBER: &PRESCHOOL WINGS. FIELD VERIFY LOCATIONS. - REPLACE ALL DAMAGED COMPONENTS RESULTING FROM CONSTRUCTION NOTE: ACTIVITIES WITH NEW TO MATCH EXISTING. Q - AT'HARD'GWB CEILINGS REQUIRING ACCESS ABOVE, REPLACE GWB WITH NEW, THIS DRAWING BACKGROUND IS FROM THE ORIGINAL N FINISH&PAINT To MATCH EXISTING. BUILDING CONTRACT DOCUMENTS AND IS SHOWN - ACCESS WILL BE LIMITED WITHIN THE BUILDING DURING OPERATIONS. GC TO Co NOTIFY ALL TRADES OF LIMITED ACCESS:OPERATIONS ARE FROM 8 5 M F.THE FOR INFORMATION & REFERENCE ONLY (NOT TO N FACILITY FOLLOWS THE CALENDAR SCHEDULE OF THE UNIVERSITY. SCALE). FIELD VERIFY ALL 'AS-BUILT' CONDITIONS. Co SEE NOTES FOR NEW PROJECT SCOPE. 11 LaBeLLa Uzi LIGHTING FIXTURE / RCP SCHEDULE Horizons Powered by partnership. g ', FIXTURE STM801. DESCRIPTION GtT COMMENTS \ 20 RECESSED DIREGTANDIRECT - 3-BULB / `\ WOadLnaatramAe t-AraA-1e.uc 100 West Water Street, Suite 101 TROFFER W/ACRYLIC LENS 3-SULB; USE AT ALL SERVICE SPACES // `\ ° Elmira NY 14901 2X2 RECESSED DIRECTANDIRECT - 3-BULB // \ ]+-211 t \ 607-734-8492 © I4 DIRECT/INDIRECT PENDANT - 3-BULB �/ \ o., CEILING MOUNTED DECORATfVE PENDANT - COMPACT FLUORESCENT. DIMMABLE AT CLASSROOMS ONLY / \\ a'- " I a be I I a pc.co m / D INTERIOR WALL MOUNTED INCANDECENT SCONCE - DIMMABLE. MOUNT AT V-5' A.F.F UNLESS NOTED OTHERWISE / `\ ° 39 HARVARD AVENUE D- EXTERIOR WALL MOUNTED FLUORESCENT SCONCE - PHOTO-CELL $ TIMER PROGRAMMED W/ EMERGENCY BALLAST \ BROOKLINE, MA 02446 WALL MOUNTED UP-LIGHT (WALL WASHER) - tNTERIOR TYPE. COMPACT FLUORESCENT to WALL MOUNTED UP-LIGHT (WALL WASHER) - EXTERIOR TYPE. I ~—open � / \ i lax [I , 7.6,611 1 7.6 0 0-1 56 t s 6 1 RECESSED LOW-WALL ACCENT FIXTURE - LOW PROFILE // r p \ 7-'2u O 6' RECESSED COMPACT FLUORESCENT - DIMMABLE AT CLASSROOMS ONLY. zs 2K z zi CEILING MOUNTED TRACK LIGHTING - COMPACT FLUORESCENT. DIMMABLE /// o \' 4' FLUORESCENT STRIP - 2 BULB -- CLOSET N1NGE-ACTIVATED FIXTURE - LOCATE IN ALL CLASSROOM CLOSETS o 81_41l UNDERCOUNTER LIGHT ELEC. ENGINEER t0 COORDINATE LOCATIONS OF JUNCTION / IN BBOXESV41 MILLWORK SUBCONTRACTOR / + \\ 8 / ` \ INDOOR CEILING FAN - 5-SPEED FUNCTION // o T$�PP II / °BESA" SKYHOOK 6LC - DIMMABLE. TARPOINT GLASS PENDANT SYSTEM o o ti p / pR • o HVAC DIFFUSERS $ RETURN GRILLES SYMBOL DESCRIPTION ,2TY COMMENTS / It is a violation of New York Education Law 46" LINEAR SLOT CEILING DIFFUSER - REFER TO REGISTER/DIFFUSER 5CHED, FOR MANUF. INFO. // O ® �\ Article 145 Sec.7209, for any person, unless Eg�tg24" LINEAR SLOT CEILING DIFFUSER w REFER TO REGI5TER/DIFFU5ER SCHED. FOR MANUF. INFO. < O 1�01 \ 90 26A p� acting under the direction of a licensed \ -0" `� o� � '� architect, professional engineer, or land 24" X 24" CEILING MOUNT RETURN GRILLE - REFER TO REGISTER/DIFFUSER SCHED, FOR MANUF. INFO. `\ _ \ STAMP I surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or \ ` land surveyor is altered; the altering architect, CEILING PATTERNS \\\ o b1i \ 9' engineer, or land surveyor shall affix to the SYMBOL DESCRIPTION TYPE C \ \ item their seal and notation "altered by" COMMENTS \\ \\ followed by their signature and date of such alteration, and a s p ACOUSTICAL PANELS \\ o o `�\ specific description of the ACOUSTICAL 2X4 CEILING TILE GRID LAY-IN TEGULAR; CONCEALED GRID. ` 0 p \\ SLOPED IJ.S. alteration. 7'-2" \ /�\ \ TYPE 3 MYLAR 2X4 CEILING TILE GRID 2 LAY-IN MYLAR; EXPOSED GRID. WASHABLE \\ O O E7ECTUMM CEILING TILE GRID 3 LAY-IN TEGULAR; 2'x4` TILE; "SOFT LOOK." NATURAL COLOR SLOPED U,S, \\ O // 8'�4" \\ SLOPED U.S, U Z © 2022 LaBella Associates 4� LAY-IN TEGULAR; 2'XB' TILE; "SOFT LOOK." NATURAL COLOR CEILING DIRECT-ATTACH 5 DIRECT ATTACH PANELS; NATURAL COLOR v \\ 1/ \ 11�§ w ADDITIONAL MATERIALS GYPSUM WALL BOARD PAINT WHITE AS SHCEDULED \ \ o Cornell University CEDAR T!G PANELING CLEAR 5EAL, CEDAR // 1 \ \\ \ I ! i ; I i , ► NORTH CAMPUS CHILD CARE I I HVAC I � , I 150 PLEASANT GROVE RD, ITHACA, NEW YORK 14853 r-— Ii o � j NO: DATE: DESCRIPTION: I f Revisions I SLO D L).S. 1 PRWECT ARCWITECT GENERAL CEfLINrg NOTES: ! I PROJECT NUMBER: I SLOPE U.S. I nRAwN 8� 2212853 I. REFER TO TI,I FOR SYMBOL LEGENDS I EXPOSED I HD 2 "U.S." REFERS TO 'UNDERSIDE OF STRUCTURE' I STRUCTURE f 04MUM By HD DRAWN BY: JPB 1 �,_ r P%WEG7 NUMBER 3, ALL ACOUSTICAL CEILING TILES ARE TYPE 1 v � I CAD UNLESS NOTED OTHERWISE. 1002007 REVIEWED BY: ++ i -- 1 ' 4. REFER TO CROSS SECTIONS AND/OR + +r I DATE INTERIOR ELEVATIONS FOR ANY CEILING i —I 09-13-07 HEIGHTS NOT CALLED OUT ON THIS PLAN. SCALE ISSUED FOR: 5. ALL.G.W.B SOFFIT TRANSITIONS TO BE 2' r 498041"1 95% CONSTRUCTION DOCUMENTS BELOW SUSPENDED CEILING UNLESS NOTED f r CONTENT OTHERWISE. 1 SECOND FLOOR DATE: 6. ALL CLOSET CEILINGS, 70 BE 8'-0" A.F.F TYPE I TILES REF. CEILING PLAN 09/27/22 UNLESS NOTED OTHERWISE 7, ALL SLEEP ROOM CEILING HEIGHTS TO B n E B-0 CDAS UPPER F SWEET LOOR PLAN DRAWING NAME: r UNLESS NOTED OTHERWISE NOTEDA-2, 1 CaRNELL LNIYERSITY LIBRARY 3 1924 111 3518 68I EXISTING DRAWING A2.1 (SECOND FLOOR REF. CEILING CEILING NOTES: PLAN) - SEE MECHANICAL DRAWINGS M011, M012, M101, M102, M201, M202, M301, M302, M303&M304 FOR FULL SCOPE OF WORK. - SEE ELECTRICAL DRAWINGS E011, E012, E101 &E102 FOR FULL SCOPE OF WORK. - CAREFULLY REMOVE &REINSTALL CEILINGS AND INSULATION (IN HALLWAYS) TO ACCOMMODATE HVAC WORK ABOVE. REFER TO DRAWING FOR CEILING TYPE &ELEVATION ABOVE FLOOR. - THERE IS INSULATION TO BE REMOVED&REINSTALLED IN THE TODDLER DRAWING NUMBER: &PRESCHOOL WINGS. FIELD VERIFY LOCATIONS. - REPLACE ALL DAMAGED COMPONENTS RESULTING FROM CONSTRUCTION NOTE: ACTIVITIES WITH NEW TO MATCH EXISTING. Q - AT'HARD'GWB CEILINGS REQUIRING ACCESS ABOVE, REPLACE GWB WITH NEW, THIS DRAWING BACKGROUND IS FROM THE ORIGINAL N FINISH&PAINT To MATCH EXISTING. BUILDING CONTRACT DOCUMENTS AND IS SHOWN - ACCESS WILL BE LIMITED WITHIN THE BUILDING DURING OPERATIONS. GC TO C\, NOTIFY ALL TRADES OF LIMITED ACCESS:OPERATIONS ARE FROM 8-5 M-F.THE FOR INFORMATION & REFERENCE ONLY (NOT TO N FACILITY FOLLOWS THE CALENDAR SCHEDULE OF THE UNIVERSITY. SCALE). FIELD VERIFY ALL 'AS-BUILT' CONDITIONS. 6 SEE NOTES FOR NEW PROJECT SCOPE. A 12 LaBeLLa Horl'AMIS Uzi Powered by partnership. D.S. D.S. Desiornia Midree Ur,*r=A" mim ArcNle*LLC 100 West Water Street, Suite 101 ✓ Elmira, NY 14901 607-734-8492 labellapc.com BRKLINEA046/> OO , M 24 CJv c� / to 1 =617.608.1551 i e a �6 1 7.B g 8-1 S 5 5 `\\V A9.1 �� A„� SEAMLESS GALV. D.S. 9 � DQ� J DOWNSPOUTS t GUTTER; TYP, A '? `` STANDING SEAM GALVANIZED * * It is a violation of New York Education Law AJ Z/ rY /�,`\ Y/ A3.1 ROOF STSTEM Article 145 Sec.7209, for any person, unless o2�tiaKYyob acting under the direction of a licensed OQ� „/' CRICKET //Fi FLAT ROOF EPDM MECHANICAL 0 NON architect, professional engineer, or land MEZZANINE STAMP surveyor, to alter an item in any way. If an item ADHERED RUBBER bearing the seal of an architect, engineer, or ROOFING PAVERS land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the LL item their seal and notation "altered by" followed by their signature and date of such D. v`� ,';'' Q� g��`,'`��% P,ry o L _ _' RTU-I Q alteration, and a specific description of the alteration. R RTU-6 " s 5.5 5 s > Z © 2022 LaBella Associates c. CRICKET N� \J \ `, z w O � UZ c AREAS OF ROOFING 4 Cornell University 5.5 y W - REPLACEMENT WORK, J � d,., _ _ ., � U SEE DWGS. A101, M013 & M103 ICE/5NON GUARDS; PROVIDE ROOF LEGEND: 2 RONS-1211 APART d STAGGERER STANDING SEAM GALVANZIED ROOF SYSTEM. VERIFY EXACT ROOF SLOPE IN FIELD 2 , RTU ROOF TOP UNIT 41I0 SEAMLESS _ ' . a DOWNSPOUT t GUTTER RAISED FLAT ROOF AREA D S D.S. W v W W W _ ICE/SNOW GUARDS; PROVIDE GALVANIZED STANDING SEAM - D 5 _ PART d PARAPET' W/ 0EC.ORATWE- ' u u + {. GALNA'NIZED'MTL. 'RATL 2 ROWS-12 A / ICE WATER SHIELD D.S. c_� [- .u. i� .E. -, _ STAGGERED 1 4:12 SLOP! I I _ ' e GALVANI ZFD ACCESS GATF� _ - - _ OVERFLOW ROOF DRAIN BELOW NORTH AMPCHILD ARE 5 .7 NiTH LOCK O CAMPUS S C ----- WALL BELOW E _ 4:12 SLOPE � =o � €-g - � - - - � - - - - � SOIL; REFER TO 3/A3.1 FOR - " ; - - _ _ - DETAIL HVAC V — — — — i O PLUMBING VENT STACK y - - SHALLOW-INTENSIVE GREEN ROOF STSTEII 6:12 W A3.a - R.R. _ _ � � � _ PLANTED WITH A FULL, EVEN, MIXURE OF THE EXH SLOPE 4 12 SLOPE V I` � - a1 y a • _ - W W _ _ - FOLLOWING NATIVE PLANTS: 150 PLEASANT GROVE RD, ® EXHAUST FAN ROOF GAP "a - ____ __ __=mrtT^ T-_ _� - =W x_swa�+_, --- - - 35 r_� r _ LL __-_ __ - r' "�, ' o ' W W ' a.) KOELERIA MAGRANTHA prairie Juregrass) ITHACA NEW YORK 14853 6:12 r,W W _ - b.) GERASTIUM ARVENSE field chickwaad - FF GREEN.ROOF C AiN-W/ ACCESS _ ( ) .�• c.) TEPHRDSIA VIRGINIANA (Virginia taphrosia) OO 4"� SEAMLESS GALVANIZED SLOPE I u SLOPE_ ;: -_ 'COVER; 'REFER TO I9ET�11L5 Y -' a RTU-5 RT 4 0RT -3 RT -2 d.) COREOP5IS LANGEOLATA (lanceleaf tickseed) D.S. STEEL DOWNSPOUT - I' I „, i _ _ v. LL. . V ) RUDBEGKIA RTA VAR PULCHERRIMA 3'�p°' HI ` - T SIT N'CUR6E5S (blacks ad Susan S" , * f.) LITHOSPERMUM CANESCEN5 (hoary puccoon) 1 3 I ; SEAM1-555 GALVANIZED GUTTER W/ LEAF GUARD V; O ROOF DRAIN; REFER TO D.S, i i r ! w 2'x2' ADHERED RUB5'ER ul - w L 2'x2' ADHERED RUBBER r 5.5 R.D. PLUMBING DRAWINGS ; p ROOFING PAVERS ILL o ROOFING PAVERS _-- --- +-30" WIDE UNIT PAVER PATH. REFER TO CIVIL DRAWINGS FOR c ;+ LAYOUT AND DIMENSIONS, W 2'x2' ADHERED RUBBER �, �-� n � " L`--� r r I� z ROOFING PAVERS I i 14 SPACE ELOW FRAME r PROVIDE 4'-631 SURFACE DEPTH v i F TO UNDERSIDE OF AT MECHANICAL ROOM ENTRY O In 4:12 SLOPE c - - --a ( — 6 -- �r--, -- k7TT.ER-t OWNSPO ilr -- ___ _+ - ---- __-�' 4'_6R — ^� NO: DATE: DESCRIPTION: 1 ==�L�� p n �JBELOW; R�ER TQ� ri l+ r w 5. i SECTION 3/A5.5 ReVISI011S , A3. r i ROOF NOTES: -_--- - -� -----� - r---- _ _ _- - r r r' PROJECT ARCHITECT 6:12 6:12 W -' II 6:12 HORIZONS DESIGN PROJECT NUMBER: 1. INSTALL 2 LAYERS OF #15 FELT UNDERLAYMENT ON SLOPE SLOPE SLOPE SLOPE "� i'ri r DRAWNaT 2212853 ALL ROOFS WITH SLOPES LESS THAN 4" PER FOOT. �� - _ _ _ - HD I C"ECKeD sT 22. PROVIDE A 15" WIDE MINIMUM ICE 6 WATER SHIELD HD DRAWN BY:AT JPB ALL ROOF PENETRATION PERIMETERS. --- _-_ i PROJECT NureER 102007 REVIEWED BY: 3. INSTALL BATHROOM EXHAUST FAN$ PITCHED VENT - A3.1 DATE CAD CAPS IN STRICT CONFORMANCE WITH MANUFACTURES - - 4"0 SEAMLESS GALV. 1 09-13-07 WRITTEN INSTALLATION INSTRUCTIONS. DOWNSPOUTS t GUTTER; TYP. rl SCALE ISSUED FOR: ICE/SNOW GUARDS; PROVIDE t �'"-171" 95% CONSTRUCTION DOCUMENTS 4. REFER TO PLUMBING SPECIFICATIONS FOR PLUMBING VENT STACK INSTALLATION AND FL 2 ROW$-12" APART 0 STAGGERED ASHING CONTENT INFORMATION. r D.S. Fz00F PLAN DATE: r " 09/27/22 5. PROVIDE CRICKETS AT ALL ROF TOP UNIT PADS AS REQUIRED FOR POSITIVE DRAINAGE. i r' I1 5NEE- A3. 0 DRAWING NAME: T- ,j +r IIIICIIORNEEpLL UNIVERSITY LIBRARY VG'i6g l4,`b 9ll Vl�i II i��ll'I'I���I�Iii ���l ���ll�f) 3 1924 Ill 358 663 c� 2 EXISTING DRAWING A3.0 (ROOF PLAN) DRAWING NUMBER: NOTE: Q C\jTHIS DRAWING BACKGROUND IS FROM THE ORIGINAL N BUILDING CONTRACT DOCUMENTS AND IS SHOWN co FOR INFORMATION & REFERENCE ONLY (NOT TO N SCALE). FIELD VERIFY ALL 'AS-BUILT' CONDITIONS. N SEE NOTES FOR NEW PROJECT SCOPE. LaBeLLa Horizons Uzi Powered by partnership. Desicynia 100 West Water Street Suite MAN�,r�,Aeaoc;ates Artiwlec74 LLC 101 Elmira, NY 14901 607-734-8492 labellapc.com METAL ROOF FLASHING 39 HARVARD AVENUE GALVANIZED COPING R-38 MIN. GATT INSUL., TYP. SCREENED AIR VENT BRC3OKLINE, MA 02446 COUNTER FLASHING 30 2 fax .e1�.eas.aas� T 1 � eax .ei�.eoe.isss �`\v LIGHT GAUGE METAL ' ' ADHERED RUBBER Ae.4 -- LIGHT GAUGE METAL TRUSS i MEMBRANE -- - °PF' TRUSS 5/8" TYPE-X, FIRE RATED - - -- — SCREENED AIR VENT G i i TAPERER INSULATION + E PLYWOOD SHEATHING i 5/8" TYPE-X, FIRE RATER 15 LB. FELT PLYWOOD SHEATHING EXPOSED BLACK _`C.� UNDERLAYMENT + 2 `�J SHINGLE ROOF , AS.q i RTU ' LOCUST ROOF JOIST c,O A5 4 {6EYOND) i 15 LB. FELT �+ ICE WATER SHIELD F r , UNDERLAYMENT " + + ------ UNDERLAYMENT 01O 5"O GALVANIZED SHINGLE ROOF O METAL GUTTER i r r ' - ICE I WATER SHIELD + + APRON `V 5"(P GALVANIZED I 1 METAL GUTTER I l G ��••,, 5/8" EXTERIOR GRADE gyp. Hp SCREENED SAVE VENT ' ' I I _ i - ` - PLYNOOD 3/4" RIGID S INSUL., TYP. C' plc s 18 GA. 6" METAL STUD ' ; I F ' ' It is a violation of New York Education Law VAPOR BARRIER + _ DRAINAGE MATRIX BOX BEAM DRAINAGE MATRIX R-38 MEN. BATT " NATION Article 145 Sec.7209, for any person, unless � _ I � � -- , � 3/4 RIGID INSULATION � R-IG MIN, BAIT INSUL., TYP. � I , INSUL., TYP. I - 3 5/8" GWB INTERIOR FINISH °02s1s�� O� acting under the direction of a licensed 5/5" GWB INTERIOR FINISH r , f " LIGHT GAUGE METAL As.4 VAPOR BARRIER, 0.1 OF N � architect, professional engineer, or land PERM MAX., TYP. surveyor, tolt it i way. If an item VAPOR BARRIER 0.1 ' ROOF JOIST I ' or alter an item any y STAMP y + ' R-1q MIN. BATT INSUL., PERM MAX., TYP. ; C + i + _ I, bearing the seal of an architect, engineer, or METAL DOOR THRESHOLD ; I ; ,41,OR 8" EXPOSURE land surveyor is altered; the altering architect, BRICK WATERTABLE ram\ f I EXTERIOR SIDING engineer, or land surveyor shall affix to the BRICK SASE ' I ' BRICK WATERTABLE item their seal and notation "altered by" BRICK BASE followed by their signature and date of such IS GA 6" METAL STUD alteration, and a specific description of the -----_- Q � w alteration. I I -A U Z — © 2022 LaBella Associates I BUILDING SECTION INFANT WING BUILDING SECTION THROUGH MECHANICAL HEEL 0 INFANT WING w � n�, 4 C- UA L O D Cornell University y U L >u r a A 2 SCREENED AIR VENT ao-5 30 ,__� , 5/5 TYPE-X, FIRE RATER - ROOF CRICKET NORTH CAMPUS CHILD CARE PLYWOOD SHEATHING 2 r METAL ROOF FLASHING LIGHT GAUGE METAL A5.4 SCREENED AIR VENT HVAC TRUSS 511. i i METAL ROOF FLASHING STANDING ROOF r' -- -- -r A5-5 5/B" TYPE-X, FIRE RATED SCREENED AIR VENT \ 150 PLEASANT GROVE RD, PLYWOOD SWEATWING 1 EXPOSED BLACK COUNTER FLASHING � � � — GALVANIZED COPING LocusT BEAM ITHACA NEW YORK 14853 15 LB. FELT UNDERLAYMENT __ Y COUNTER FLASHING EXPOSED BLACK -- I i F i ADHERED RUBBER SHINGLE ROOF - - ADHERED RUBBER LOCUST ROOF JOIST MEMBRANE 1 I I F I MEMBRANE 5"0 GALVANIZED 0 i , TAPERED INSULATION ICE $ WATER SHIELD - r TAPERED INSULATION METAL GUTTER ' ' ' LIGHT GAUGE METAL UNDERLAYMENT Aa.o k i ' ROOF JOIST 5"� GALVANIZED ' i LIGHT GAUGE METAL 18 GA. METAL STUD ' METAL GUTTER ROOF JOIST DRAINAGE MATRIX r � , � R-38 MIN. BATT + R-3B MIN. BATT R-19 MIN. BATT INSUL.' TYP. - + '' I INSUL., TYP. - - I --- , 3/4 RIGID INSUL. ' ' ' -- INSUL. . "TYP r TYP. r + I� I I VAPOR BARRIER _ { fi 1 VAPOR HARRIER GALVANIZED METAL FLASHING I I I I 5/5" GWH INTERIOR FINISH SCREENED EAVE VENT - VAPOR BARRIER 0.1 , - , ' ___.,___ , I IS GA. b" METAL ( PERM MAX. TYP. I 1 z 0 STUD BOX BEAM : . .. _. _ R-19 MIN. BATT INSUL., TYP. ! N0: DATE: DESCRIPTION: ' — 5/5" GAB INTERIOR FINISH o I I � � Revisions VAPOR HARRIER, 0.1_ .1 t �'`�.. PERM MAX., TYP. - BRICK WATERTABLE - 3/4 RIGID INSUL. TYP. - � _ .. : .. it f` I I I PROJECT ARCJ,ITECT HORIZONS DESIGN PROJECT NUMBER: 2212853 o ! BRICK BASE _' AO 0 i ' N 5r HD DRAW . .' KKED V�. . DRAWN BY: - a r-_-----__1 I HD J P B PRaJEGT NUI'19ER 1002007 REVIEWED BY: CAD DATE 09-13-07 ISSUED FOR: BUILDING SECTION @ INFANT WING 4 BUILDING 5ECTlCN q INFANT 120 E 95% CONSTRUCTION DOCUMENTS I/41 1'-011 1141E V-0" cower BU M)INC DATE: SECTIONS 09/27/22 SWEET A5. 0 DRAWING NAME: CORNELL UNlVERSIF LIBRARY 3 1924 111 358 770 EXISTING DRAWING A5.0 (BUILDING SECTIONS) DRAWING NUMBER: NOTE: Q THIS DRAWING BACKGROUND IS FROM THE ORIGINAL BUILDING CONTRACT DOCUMENTS AND IS SHOWN co FOR INFORMATION & REFERENCE ONLY (NOT TO N SCALE). FIELD VERIFY ALL 'AS-BUILT' CONDITIONS. 6 SEE NOTES FOR NEW PROJECT SCOPE. A 14 LaBeLLa Horizons Uzi Powered by partnership. Michae;Undz&mt As al"A­Ml 1e LLC 100 West Water Street, Suite 101 Elmira, NY 14901 QQ 607-734-8492 SHALLOW INTENSIVE labellapc.com GREEN ROOF SYSTEM I SHALLOW INTENSIVE GREEN 39 HARVARD AVENUE SCREENED AIR VENT ROOF SYSTEM BROOKLINEE, AAA 02446 S" GMU GROUT SOLID, REFER t e, =e 1 7.e o 6.1 s 61 TO STRUCTURAL I GALVANIZED STEEL GUARD -""' 1 STANDING SEAM METAL r� RAIL f.x =e1�.eoe.lsss `v ROOF / / / ��- 1 -- 6 Bn CMU GROUT SOLID, REFER LIGHT GAUGE METAL __ I / / - - ---- TD STRUCTURAL 1 - ` ____ y____ i , GALVANIZED COPING 5 V ROOF JOIST i ---- I ! i , A5.6 BRICK VENEER WDOD TRIM ' 1 3 - � i , 8" CMU GROUT SOLID, COUNTER FLASHING , ' I Fi1 i-------- REFER TO STRUCTURAL ADHERED RUE3BER MEMBRANE ' I, b +•;:} . ' I SYSTEM GREENROOF O GALVANIZED COPING TAPERED INSULATION ' MEMBRANE SCREENED AIR VENT -- _._._.. _.. , 1 BRICK VENEER LIGHT GAUGE METAL ROOF "_.i_ ,� :,.� '. 2X TREX EDGING 3/4" METAL FURRING r -: - ' . , STANDING SEAM METAL ROOF O� 1ti. 1 JOIST — OR APPROVED , .�� .„- �.,-.. - $RICK WATER TABLES �I ' � � I �- EQUAL FOR O R-19 MIN. FIBER GLASS 5/8" TYPE- X, FIRE PATE:)-- 1 • "' BEEN ROOF ' U YP :, 1 BRICK VENEER, GROUT--- ' BRICK f VENEER PLYWOOD SHEATHING ' , SYSTEM SOLID , -, -- i ' ADJUSTABLE GALVANIZED R-23 MIN. SATT INSUL., , EXPOSED SMOOTH : - .: ; / ' ' MASONRY TIES 16" O,G. VERT. TYP. 1 i , - R-15 MIN. RIGID ARCHITECTURAL CONCRETE; ' i VAPOR BARRIER— SOLID INSUL., TYP. ' MULTI-PURPOSE , I AND 16 D.G. HORIZONTAL , I t� s CLEAR SEALEDi ' 1 MORTAR NET ADJUSTABLE GALVANIZED , k , EXPOSED SMOOTI- 4/ Q 6" COMPOSITE SLAB,— WEEP VENT MASONRY TIES aI61E O.G. ARGHITEGTURAL uo REFER TO STRUCTURAL VERT. AND 16 O.G. , , I CONCRETE; CLEAF * * It is a violation of New York Education Law HORIZONTAL , SEALED Article 145 Sec.7209, for an person, unless IF III I f THROUGH WALL FLASHING i i GALLERY RY ;r Y ROOF DRAIN, REFER TO---- Z TUBE STEEL HEADER STEEL BRICK LINTEL —LIGHT GAUGE °ozs�$6R O� acting under the direction of a licensed PLUMBING / ' k 1 ' SOX HEADER / { STEEL ANGLE BRICK SEAT, , , ' OF N> architect, professional engineer, or land 1 1 , SUPPORT FOR surveyor, to alter an item in an way. If an item R-15 MIN. RIGID INSUL., -- , , , BOTH SIDES , 6 COMPOSITE SLAB REFER -- -- � RAMP 6TAI41P Y Y Y' TYP. 0 , , 20 GA. 3 5/8" METAL TO STRUCTURAL ' , 0 1 STUD , , , bearing the seal of an architect, engineer, or ' - VAPOR BARRIER Ot ' —LIGHT GAUGE land surveyor is altered; the altering architect, . 1 JOIST MAX., TYP. OIS engineer, or land surveyor FLOOR en or shall affix to the Y MAPLE GAME SHELVING— 0 ' item their seal and notation "altered by" -- UNIT E ' STOREF T SYSTEM { followed by their signature and date of such alteration, and a specific description of the 1 -W W-W Wr+I � alteration. 9--------------t----•1 � w � U z © 2022 LaBella Associates BUILDING SECTION ® MULTI-PURPOSE GREEN ROOF BUILDING SECTION c4 ADMINISTRATION/GALLERY w nW, 1/4" = 11_0" 1/4" = I'-O" -A u nZ l� LLI z � O o D Cornell University U V 3 a 4 V I 2 I i I 4 STANDING, SEAM METAL ROOF NORTH CAMPUS CHILD CARE I A5.6 I i HVAC STANDING SEAM METAL LIGHT GAUGEMETAL JOIST 150 PLEASANT GROVE RD, ROOF ITHACA, NEW YORK 14853 LIGHT GAUGE METAL ROOF JOIST VAPOR BARRIER, 0.1 PERM MAX., TYP.--- f =� � _ _._. _ ..�-I I I, I:, i if k I i .._._....__._—_--- _--- . —_.. I ' R-38 MIN. BATT INSUL., TYP. 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DRAWING NAME: STRUCTURAL WALL SECTION WALL SECTION 7 WALL SECTION 8 WALL SECTION 3/4" I'-01' 3/4" 1'-0` L AB/,4,, 1'-0" C RNELL UNIVERSITY LIBRARY 3 1924 111 358 721 Illil EXISTING DRAWING A5.5 C b Z (WALL SECTIONS) DRAWING NUMBER: NOTE: a THIS DRAWING BACKGROUND IS FROM THE ORIGINAL BUILDING CONTRACT DOCUMENTS AND IS SHOWN FOR INFORMATION & REFERENCE ONLY (NOT TO Na� l SCALE). FIELD VERIFY ALL 'AS-BUILT' CONDITIONS. co SEE NOTES FOR NEW PROJECT SCOPE. LaBeLLa j 14 STANDING SEAM METAL ROOF-STANDING SEAM METAL ROOF \ ? Horizons510 5/8" TYPE-X, FIRE RATED PLYWOOD Powered by partnership. SHEATHING f t ------ --- --1 12 - , _-- 5/8" TYPE-X, FIRE RATED PLYWOOD CLEAT A5.10 I SHEATHING ��LJitl� °"'"°°"`�°�°°'4"�`��`"'� 100 West Water Street, Suite 101 LIGHT GAUGE METAL ROOF JOIST LIGHT GAUGE METAL ROOF JOIST ' R-3$ MIN. BATT INSUL. INSUL.i R-56 MIN, SOUND DAMPENING BATT Elmira, NY 14901 1 ' k ' 607-734-8492 IX WOOD TRIM _ ' 1X PAINTED EXTERIOR WOOD TRI E. 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HORS ONTAL ao 4/2 HOMOSOT 4 TYP, SOUND BARRIER - (n 2" AIR SPACE z LIGHT GAUGE 1`1 TAL FLOOR JOIST 1 GA, 6" META STUD Q \ L 111 4 p — R-19 IN. BATT INSUL, TYP" N0: DATE: DESCRIPTION: - -- - - I W Revisions ° Y I! �8II r-I IB INTERIOR FINISH I r I 11'III �vv � ' �, � I ill�i p I �. 1,1 , MORTAR NET PROJECT ARCHITECT .1 CUSTOM M PROJECT NUMBER: MILLWORK PI GE, REFER 1�-- 5 _ + - I1', - --I WEEP VENT HORIZONS DESIGN L - - TO MILLWORK DETAILS 2212853 4 OR 8 PO5URE EXTERIOR SIDING, a REF TO EXTERIOR ELEVATIONS i , THROUGH WALL FLASHING DRAWN ex BRICK WATERTABLE HD 1XI0 WOOD TRIM i i , CHECKED�' HD DRAWN BY: o _ JPB GROUT SOLID PROJECT NUMBER i 1002007 REVIEWED BY: v I GALVANIZED METAL FLASHING i MORTAR NET CAD ;r -21q MiN. RIGID NSUL� TYP ,STUDj ; I WEEP VENT DATE R G I 09-13-07 THROUGH WALL FLASHING ISSUED FOR: o n , GROUT SOLID `S I tq 95% CONSTRUCTION DOCUMENTS I ,. ' CONTENT o �y�� ♦ 0 WALL DATE: I I �y. Ao.a y�4 --_ __ --I b ► ____i //��//���� Ao.o SECTIONS 09/27/22 A5. 7 DRAWING NAME: HALL SECTION 2 WALL SECTION 3 WALL SECTION 4 WALL SECTION 3/4" - II-011 3/4" = I'-0" L 3/4f1 g It-O" 3/4" 1'-0" CORNELL UNIVERSITY LIBRARY �, o� ts �� - �Z� IIIIIIIII1111111!lillli��il111�11 3 1924 111 358 705 EXISTING DRAWING A5.7 (WALL SECTIONS) DRAWING NUMBER: NOTE: Q THIS DRAWING BACKGROUND IS FROM THE ORIGINAL Lo BUILDING CONTRACT DOCUMENTS AND IS SHOWN co FOR INFORMATION & REFERENCE ONLY (NOT TO N SCALE). FIELD VERIFY ALL 'AS-BUILT' CONDITIONS. N co SEE NOTES FOR NEW PROJECT SCOPE. A 21 LaBeLLa 0 Powered by partnership. DesianW 5/8" EXTERIOR GRADE PLYWOOD GALVANIZED METAL COPING SHEATHPNG I ------- __-1 Mid-, ra An, la,esAI�M­taLLC 100 West Water Street, Suite 101 GALVANIZED METAL COPING CLEAT Elmira, NY 14901 CLEAT i ADHERED RUBBER MEMBRANE � I i 1X6 WOOD TRIM 607-734-8492 STANDING BEAM METAL ROOF ' I -- --- labellapc.com ---- '--- -------'-- " -- - ------ _--_-- 1 18 GA. 6 METAL STUD 1 -CLEAT - - 5/8" TYPE-X FIRE RATED R-58 MIN. BATT INSUL. R-5B MIN. BATT INSUL. 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G� Ao 0 1 i_ 20 GA. 8 5/8" METAL STUD Q V ICE $ WATER SHIELD ICE t WATER S I£LD I GALVANIZED METAL FLASHING UNDERLAI'MENT UNDERLAYMEN t v 5"0 GALVAN ED METAL GUTTER 5"0 GALVANI D METAL GUTTER 5/8" EXTERIOR GRADE PLYWOOD 18 GA, 9 5/5" ETAL STUD ��O SHEATHING `�1 —ADHERED RU ER MEMBRANE IX10 WOOD TRIM TAPERED IN ULATION 1 _ 5/8" TYPE- FIRE RATED ( A� SCREENED EAVE VENT PLYWOOD EATHING 3/4 R G INSULATION 4" OR 8" EXPOSURE EXTERIOR * * It is a violation of New York Education Law SIDING, FFFR To EXTERIOR Article 145 Sec.7209, for any person, unless SORE ED EAVE VENT 20 G 5 5/8" METAL STUD ELEVAT ONS o o2sti$6� o��- acting under the direction of a licensed 1x4 COD TRIM DRAIN GE MATRIX T O architect, professional engineer, or land 20 GA, 3 5/ METAL STUD F N 1 5/8 EXTERIOR GRADE PLYWOOD surveyor, to alter an item in any way. If an item 1X4 WOOD T IM 5H ATHING bearing the seal of an architect, engineer, or „ IB GA. 6" METAL STUD - 5/ GWB INTERIOR FINISH land surveyor is altered; the altering architect, 5HEAEXTE IOR GRADE PLYWOOD 7HIAPOR BARRIER, 0.1 PERM MAX., engineer, or land surveyor shall affix to the 1 YP, item their seal and notation "altered by" 1B GA. ' METAL STUD = R-1q MIN. BATT INSUL. TYP. I APOR BARRIER, 0.1 PERM MAX., followed by their signature and date of such -_ �#" OR 8" EXPOSURE EXTERIOR YP. alteration, and a specific description of the VAT-0 BARRIER 0.1 PERM MAX, i 1 i SIDING, REFER TO EXTERIOR R-58 MIN. SOUND DAMPENING Q alteration. 1 TYP 1 i ELEVATIONS BATT INSUL. DRAINAGE MATRIX I —� R-1q MIN. GATT €NSUL. 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GALVANIZED METAL COPING I , , I 1 ! ! 1 II w 1 f' TYP. W D SILL I , [ 1/2 HOMOSOTE 440 SOUND _ }' 1 y.... BARRIER i GA ANIZED METAL FLASHING R-19 MIN. BATT INSUL. 1 1 _LE T ' 1 1 1 i LIGHT GAUGE METAL FLOOR JOIST F.R. OOD BLOCKING i , 18 GA, 6" METAL STUD BOX LIGHT GUAGE METAL FLOOR 1X6 W D TRIM 1 1 1 HEADER -- - JOIST BOX HEADER 5/5" GWB INTERIOR FINISH i i i i 1 1 OO�O 2" AIR SPACE PAN AND CONCRETE STAIR 1 F /4" RIGID INSULATION NORTH CAMPUS CHILD CARE q A 6" METAL STUD Ao.o R INAGE MATRIX G 20 GA. 3 5/B" METAL STUD BRICK V EER i I 1 - 1 41I WOOD FURRING A JUSTABLE GALVANIZED HVAC 18 GA. 6" METAL STUD E 1 I MA ONRY TIES 16 D.G. VERT. AN 6" O.G. HORIZONTAL 150 PLEASANT GROVE RD, ACOUSTIC FILING TILE i i' � nr,S I� N - -_ 1 5/ RIGID INSULATION MQR R NET ITHACA NEW YORK 14853 5/4" RIGID I SULATION 5/8" PLYWOOD FLOOR DECKING 5/6" EXTERIO GRADE PLYWOOD 1 , I WEEP ENT F VAP R BARRIER 0.1 PERM MAX. TYP. 1/2" HOMOSOTE 440 SOUND - SHEATHING t THROU WALL FLASHING BARRIER VAPOR BARRIE 0.1 PERM MAX., o kR-Iq N. BATT IN5UL., TYP.GYPROUT 5 LID 18 GA. 6" METAL STUD I- ---- -- LIGHT GAUGE METAL FLOOR I JOIST R-1q MIN. BATT I UL., TYP. 0 I R-3B MI BATT IN5UL. TYP. I o I,.' R-IO MIN. Glp INSUL., TYP. --- 5/8" GWB INTERIOR FINISH Ao.o STOREFRO T WINDOW SYSTEM E i 18 GA. 6" METAL STUD ° I' ADJUSTABLE GALVA ED 5/5" GWB INTE OR FINISH ({) MASONRY TIES ® 16 C. VERT. I ° AND 16" O.C. HORIZON L ,! I j I R-10 MIN. BATT SUL_, TYP. O � I , II I v ACOUS i IG CEILING TILE 2 AIR SPACE v — E N0: DATE: DESCRIPTION: I 1 I, 1 IE I ° ' I p' > p Revisions 5/8" PLYWOOD FLOOR DECKING I� I ° \ VAPOR BARRIER, 0.1 ERM MAX., W 18 GA. 6" METAL 5 UD v ° TYP. PROJECT ARCHITECT MORTAR NET - "'\ PROJECT NUMBER: , E R-1q MIN. BATT INS L., TY HORIZONS 1 WEEP VENT I 2212853 LIGHT GAUGE METAL FLOOR i i TI-ROUGH WALL FLASHING 1� - - _- -1 0 20 GA. 2 1/2" METAL ST D DRAWN aY HD 1 1 ' \ \ CVFCKEA BY JOIST DRAWN BY: JPB HD o ` , BRICK WATERTABLE 1 R-10 MIN. RIGID IN5UL., T P. 1 1 0 1X10 WOOD TRIM PROJECT NUMBER GROUT SOLID ao.o , 1 1 P ° LIGHT GUAGE METAL FLOOR RAMING REVIEWED BY: CAD RIGID INSUL., REFER TO 1 , 1002007 STRUCTURAL TYP. 1 MORTAR NET 1 WEEP VENT GALVANIZED METAL FLAB NG �� DATE Th1ROUGH WALL FLASHING I 0 GA. 2 1/2" METAL STUD ° ° STEEL ANGLE CONNECTION; 09-13-07 1 , I e REFER TO STRUCTURAL SCALE E ISSUED FOR: _ 95% CONSTRUCTION DOCUMENTS GROUT SOLID 1 1 R-1q MIN. RIGID IN5UL. TYP. ° 1 1 o 7 v > CONTENT \ \ o. -= 1 \� \ -_ -- -- o WALL DATE. SECTIONS 09/27/2 2 -_____________ A5, 8 DRAWING NAME: WALL SECTION 2 WALL SECTION WALL SECTION 4 WALL 5EGTION 3/4" i'-O" 3/4" = 1'-01 3/4" = CORNCLL UNIVERSITY LEBRSRY V 0-1 IS I �S - � z9 Ili III 91�i Il�lln II II lil C45 $ 1924 111 358 697 EXISTING DRAWING A5.8 (WALL SECTIONS) DRAWING NUMBER: NOTE: a THIS DRAWING BACKGROUND IS FROM THE ORIGINAL BUILDING CONTRACT DOCUMENTS AND IS SHOWN FOR INFORMATION & REFERENCE ONLY (NOT TO N SCALE). FIELD VERIFY ALL 'AS-BUILT' CONDITIONS. A 22 co SEE NOTES FOR NEW PROJECT SCOPE. LaBeLLa Hori.zons Powered by partnership. 00 OVERLA APRON WITH ARCHITECTURAL Isis GRADE ASPHALT SHINGLE Z7 15 FELT UNDERLAYMENT VolL,. —Ase« iftkeNiects,LLC 100 West Water Street, Suite 101 5/8" TYPE-X, IRE RATED PLYWOOD Elmira, NY 14901 _ _ 607-734-8492 SHEATHING ARCHITECTURAL GRA ASPHALT LIG T GAUGE METAL U55, REFER TO STRUCTURAL SHINGLE Iabellap C.COm ICE WATER SHIELD UND LAYMENT 15 LB. 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GATT INSUL., TYP, 4" OR 8" EXPOSURE EXTERI SIDING, t VAPOR B IER, 0.1 PERM MAX., TYP. - REFER TO EXTERIOR ELEVATI 5 �� NOs P � a * * It is a violation of New York Education Law Article 145 Sec.7209, for any person, unless °o2s1a6 yoQ acting under the direction of a licensed SLED ROOF LOWER EAVE DETAIL 2 EXTERIOR DOOR HEADER DETAIL 3 SHED ROOF UPPER EAVE DETAIL SIDING TO MEMBRANE FLASHING DETAIL 5 SIDING TO FINISH TBG CEILING DETAIL OF N 1 architect, professional engineer, or land I I/2" = I'-0" 1 1/2" = I'-0" 1/2" = 1'-0" 1 1/2" 1`-0" I I/2" 1'-D" STAMP surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" GALVANIZED METAL COUNTER LIGHT GAUGE METAL TRUSS followed by their signature and date of such FLASHING REFER TO STRUCTURAL alteration, and a specific description of the INTERIOR FINISHED WOOD TRIM ARCHITECTURAL GRADE PHALT 4" OR all EXPOSURE E ERIOR SHINGLE Q n� alteration. SIDING, REFER TO ERIOR ADHERED RUBBER MEMBRANE ty 15 LB. 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TYP. � SHEATHING I' I WRA P AND UNDER VENT I MAXOR SAPRRIER 0.1 PERM IX TRIM - -LIGHT GUAGE METAL JOIST BOX 4" OR 8" EXPOSURE EXTERIOR VA R HARRIER 0,1 PERM , - O U HEADER � O U MAX. P. 5/8" GWS INTERIOR FINISH I SIDING, REFER TO EXTERIOR ;i - ELEVATIONS GA. 6 ETAL STUD BOX 5/D" G INTERIOR FINISH 18 GA. 6" METAL STUD BOX HEADER R 1W MIN. BATT INSUL,, TYP. III ELEVAT GALVANIZED METAL FLASHING 18 GA. 6" METAL STUD I I DRAINAGE MATRIX ; -- IX6 WOOD TRIM FADER IX6 WOOD TERMINATION BOARD - 5/8 TYPE-X, FIRE RATED GALVANIZE METAL FLASHING ADHERED RUBBER MEMBRANE 5/5" EXTERIOR GRADE PLYWOOD 16 GA. 6" METAL STUD PLYWOOD SHEATHING R-19 MIN. BA INSUL,,P TYP. SHEATHING � it VAPOR BARRIE 0.1 PERM MAX., � z 18 GA. 6 METAL STUD SOX ____ TYP. „ __ --- ADHERED RUBBER MEMBRANE ARCHITECTURAL GRADE --- __- f ADHERED RUBBER MEMBRANE ii 18 GA. 6" METAL UD ASPHALT SHINGLE HEADER GALVANIZED METAL STEP 4" OR B" EXPOSURE XTERIOR INTERIOR FINISHED OOD TRIM j FLAS+IiNG SIDING, REFER TO EX RIOR SHIM AS NECESSARY 2X LEDGER BOARD it ANCHOR BOLT ELEVATIONS 5/8" TYPE X FIRE RATED PLYWOOD VAPOR BARRIER, 0.1 PERM IN MAX, TYP. DRAINAGE MATRIX SEALANT t BACKER ROD SHEATHING 3/4" RIGID }NSULATION TAPERED RIGID INSULATION COUNTER FLASHING 5/8" EXTERIOR GRADE PLYW D SHEATHING NORTH CAMPUS CHILD CARE HVAC 6 EXTERIOR FIXED WINDOW HiEADER DETAIL 7 EXTER#OR FIXED WINDOW SILL DETAIL S ADHERED ROOF RUN-OFF EDGE DETAIL G PARAPET COPING DETAIL 10 PARAPET WALL TO ROOF FLASHING DETAIL 11 EAVE VENT 6 EXPOSED SHED ROOF DETAIL 150 PLEASANT GROVE RD I 1/2" = l'-0" I I/2" 1'-O" I I/2°1 1`-0" I I/2" = 1`-O" 1 1/2" 1'-0" ! 1/2" s 1'-0" ' i8 GA. 6" METAL STUD ITHACA, NEW YORK 14853 5/8" GWS INTERIOR FINIS STANDING SEAM METAL ROOF 4" OR 8" EXPOSURE EXTERIO VAPOR BARRIER, 0.1 P RM „ SIDING, REFER TO EXTERI - 4" OR 8" EXPOSURE EXTERIOR SIDING, OR 8 EXPOSURE EXTERI ELEVAT!ONS REFER TO EXTERIOR ELEVATIONS SIDING, REFER TO EXTERIO MAX., TYP. � DRAINAGE MATRIX R-19 MIN. BATT INS ELEVATIONS OUNTER FLASHIN ND CLEAT TYP• 5/8 EXTERIOR GRADE PLYWOOD DRAINAGE MATRIX 5/8" EXTERIOR G LADE SHEATHING PROVIDE SEALA PLYWOOD SHEA NG I II -GALVANIZED AL FLASHING, 3/4" RIGID IN CATION "' 514" RIGID IN5ULATiO " WRAP UP UNDER VENT - METAL ROOF INTEGRATED FLASHING 5/8" EXTERIOR GRA PLYWOOD STANDING SEAM ETAL ROOF DRAINAGE M RIX SYSTEM ARCHIT URAL GRADE ASPHALT 4" OR 8" POSURE SHEATHING 5/8" TYPE-X, F E RATED SHIN PLYWOOD gall THING 1 B. FELT UNDERLAYMENT W FLASHING EXTERlO BIDING, REFER R-Iq MI~ TO EXT !OR ELEVATIONS - - -- f VAPOR BARRIE 0.1 PERM �. � �~ 2X LEDGER BOARD ANCHOR BOLT CLEAT ^� • •, GALVANIZED ETAL ROOF _ _ GALV IZED METAL MAX,, TYP, � I � LIG1-IT GAUGE M)=7AL TRU55, 0 n FLA ING ii /8" GWB i ERIOR FINISH x REFER TO STRUCTURAL _ NO: DATE: DESCRIPTION: B ICK WATERTABLE 'i 5/B" TYPE-X, FIRE RATED I G VAN! D METAL FLASHING i x PLYWOOD SHEATHINGRevisions I -XROUT SOLID I ADHERED RUBBER MEMBRANE „ N �' ! ! 18 G METAL STUD TINUOUS i 2X WOOD CRICKET FRAMING = TAPERED RIGID INSULATION x x x GREENED/LOUVERED EAVE MORTAR NET � i - i I' ENT CUT 3" AIR HOLES AT IS" O.C. PRa�cr ARcuiTEcr 13 �• -_ IB GA. 6" METAL STUD PROJECT NUMBER: " SH ATH NG RFORI VENTI ATION HORIZONS DESIGN 2212853 I - a R 1q MIN. IGID INSUL. TYP. _� 20 3 5/8 METAL STUDDRA"A -._ B K VENEER 5/8" TYPE-X FIRE RATED PLYWOOD ~- - IX4 OD TRIM HD PRO IDE TERMINATION BAR X10 WOOD 11"1 „ R-38 MIN. BATT lNSUL. TYP. cuEcxeo er DRAWN BY: L SHEATHING a 20 GA. METAL STUD I � AND ALANT HD JPB LIGHT GAUGE METAL ROOF JOIST 5/8" EXT !OR GRADE PLYWOOD I I f PROJECT NUMM WEEP VET 18 GA. 6" METAL STUD BOX HEADER SHEATHING 1 I THROUGH LL FLASHING 10020r?7 REVIEWED BY: R-38 MIN. SOUND DAMPENING BATT a DRAINAGE M TRIX CAD INSUL. ---------20 GA. 2 1/2 MET STUD 3/4" RIGID IN CATION — r VAPO ARRIER, 0.1 PERM MAX. PATE 09-13-07 - -GROUT SOLI L 4" OR 8" EXP05 E EXTERIOR -1 TYP. ISSUED FOR: _�Tf— ,, O VAPOR BARRIER, 0.1 PERM MAX., TYP. �� SIDING, REFER T XTERIOR - a a 3/4" RIGID INSULATION ELEVATIONS CONTENT 95% CONSTRUCTION DOCUMENTS 4" OR 8" EXPOSURE EXTERIOR SIDING �' SECTION DATE: REFER TO EXTERIOR ELEVATIONS __ ____-DRAINAGE MATRIX �f 15 GA. 6" METAL STUD DETAILS 09/27/22 - R-Iq MIN, BATT INSUL., TYP, SHEET HEADER A5. 9 DRAWING NAME: �..__. 15 GA. 6" METAL STUD l SIDING TO BRICK WATERTABLE DETAIL 13 STANDING SEAM METAL ROOF WALL TIE IN DETAIL ��'15 DING TERMINATION AT FOUNDATION WALL 15 STANDING SEAM METAL SHED ROOF UPPER EAVE DETAIL 16 CRICKET FRAMING DETAIL 1 1/2" I'-0" 1 1/2" t'-O" 1/2" 1'-0" I I/2" 1'-0" 1 I/2" 1'-0" !4RilI!Y" 3 1924 111 359 356 EXISTING DRAWING A5.9 (DETAILS) DRAWING NUMBER: NOTE: a THIS DRAWING BACKGROUND IS FROM THE ORIGINAL co BUILDING CONTRACT DOCUMENTS AND IS SHOWN FOR INFORMATION & REFERENCE ONLY (NOT TO Na� l SCALE). FIELD VERIFY ALL 'AS-BUILT' CONDITIONS. co SEE NOTES FOR NEW PROJECT SCOPE. LaBeLLa Horizons Powered by partnership. 5"0 GALVANIZED METAL GU ! ER `� 18 GA. 6" METAL STUD i EXPOSED 2X8 BLACK LOG ST ICE $ WATER SHIELD ROOF JOIST UNDERLAYMEN7 Wro WOOD TRIM Mid..AIAdkro AaeociatmArWeo+alLc 100 West Water Street, Suite 101 STANDING SEAM i^ 7 ROOF --5/a" EXTERIOR GRAD PI- 'WOOD ARCHITECTURAL GR E ASPHALT GALVANIZED METAL COPING Elmira, NY 14901 SHEATHING14" RIID SHINGLE 607-734-8492 STANDING SEAM M AL ROOF I 3/4" RIGID INSULA ON 15 LB, FELT UND LAYMENT ME BRED RUBBER _ DRAINAGE MATRI ALVANIZED MET FLASHING 5/6" TYPE-X, IRE RATED MEMBRANE € 4" OR 8" EXPO RE EXTERIOR L SEALANT BAG R RODPLYWOOD s ATHING labellapc.com CONTINUOUS S E£NBD RAVE iINTE 10 IN15 00 IM D !N N5IVE REEN II SIDING, RIFE TO EXTERIOR INTERIOR F D W D TRIM SHALL TE G FRAMING ELEVATIONS ROOF YSTEM 39 OKLINE, AVENUE flROOKLINE, MA 02446 VENT 18 GA. 6 TAL STUD RODE �' '' R-Iq MIN, TT INSUL., TYP, -- x x VAPOR B RIER 0.1 PERM MAX. _ SHIM AS CESSARY LIGH GUAGE METAL J0157 SOX e 1 .e o e.1 t5 s 1 X x I 'li =`- RA€NAG MATRIX =__ c tax �017-608.1555 T LE GER BOARD � ANCHOR 1 I I 8 G INTERIOR FINISH _ -- -iq M BATT INSUL., TYP. _�_� \ � \ _ g - - -- X TREX EDGING, OR TAPERED INSULATION .0 HE R6" METAL 57UD BOX 18 6" METAL STUD 18 GA. 6" METAL 57UD FRAMING //\\//\\//\\ APPROVED EQUAL FOR ZI IS G 6" METAL STUD / / / GREEN ROOF SYSTEM. _ 18 GA. 6" METAL STUD 2 Iq Mfg 1RIGID�NSULTAL �,TTYP. 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If an item I I/2° 1'-0" 1 1/2" = 1'-0" 1/2" 1'-O" I 1/2" I'-0" " I'-0" 1 I/2" I'-011 bearing the seal of an architect, engineer, or ---5/8" EXTERIOR GRADE STANDING SEAM METAL ROOF land surveyor is altered; the altering architect, PLYWOOD SHEATHING 5/8" TYPE-X, FIRE RATED engineer, or land surveyor shall affix to the PLYWOOD SHEATHING item their seal and notation "altered by" ADHERED RUBBER 30"X36" WALK THOUGH AGEss followed by their signature and date of such MEMBRANE 5/8" EXTERIOR GRADE DOOR, PROVIDE WEATHER i 18 GA. 61' METAL STUD alteration, and a specific description of the 4" OR 8" EXPOSURE PLYWOOD SHEATHING STRIPPING alteration. EXTERIOR SIDING, REF TD GALVANIZED METAL TAPERED INSULATION LIGHT GAUGE MET ROOF l� EXTERIOR ELEVATIO FLASHING JOIST ADHERED RUBBER - - DRAINAGE MATRIX J 1� DRAINAGE MATRI 5/8f1 PLYWOOD LOOR GALVANIZED METAL I - MEMBRANE 1X WOOD TRI DECKING FLASHING R-38 MIN. ATT INSUL. 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RIGID INSUL., 7YP. j u SHIM AS EQUIRED — 1 GA, 6 METAL STUD V, CMU OUT SOLID LIGHT GUAGE METAL JOIST _ ___ 25 15/8" METAL STUD BOX HEADER _ I' BACKER ROD SEALANT 5/6 TYPE X, FIRE RATED I F GALVANIZED TAL FLASHING ----- PLYWOOD SHEATHING OPEN NEB METAL BAR JOIST OPEN WEB METAL BAR JOIST STRUCTURAL STEEL TUBING, ti o w --- VAPOR BAR R, 0.1 PERM 3/4" MET FURRING HOLLOW GORE 5 EL DOOR --- MAX., TYP. REFER TO STRUCTURAL 4" OR 8" E SURE EXTERIOR d �115/5" GWB INTERI FINISH 30"X36" WALK THOUGH AGESS R-38 YIN. SOUND DAMPENING SIDING REFS TO EXTERIOR TYP, DOOR, PROVIDE WEATHER R-36 MIN. SOUND pAMPENING - I ;:ill I ELEVATONS 6 COMPOSITE SLAB, REFER = B GH7 IGUAGE METAL FLOOR I 5/8" EXTERIOR GR E a R STRIPPING - _ BAIT INSUL. , fl TO STRUCTURAL I PLYWOOD SHEATHIN \-. JOIST I IL _ 8" CMU GROUT SOLID VAPOR BARRIER, 0.1 PERM MAX., TYP, LIGHT GAUGE METAL TRUSS, 7R T R L S UG U A REFER TO R-1Q MIN. GATT INSULATION TYP. NORTH CAMPUS CHILD CARE LADDER ACCESS DOOR HEADER DE-AIL LADDER ACCE55 DOOR THRESHOLD DETAIL:::::::::::j q MECH. WELL. ACCESS DOOR HEADER DETAIL 10 MEGH, WELL ACCESS DOOR HTHRESHOLD DETAIL 11 PARAPET WALL TO ROOF FLASHING DETAIL 12 STANDING SEAM METAL ROOF EDGE DETAIL HVAC 1 1/2" 1'-O" 1 1/2" 1'-0' 1 1/2" 1'-0" I 1/2" I'-0" ji 1/2" I'-O" 1 1/2" I'-011 5/8" TYPE-X, FIRE RATED STANDING SEAM METAL ROO PLYWOOD SHEATHING 150 PLEASANT GROVE RD, 5/81' TYPE-X, FIRE RATE STANDING SEAM METAL ROOF ITHACA, NEW YORK 14853 INTERIOR FINISHED WOOD TRI PLYWOOD SHEATHING LIGHT GAUGE METAL ROOF JOIST STOREFRONT SYSTEM GALVANIZED METAL FLA ING STANDING SEAM META ROOF ADJUSTABLE GALVANi D LIGHT GAUGE M AL ROOF 5/611 GWB INTERIOR ISH 5/8" TYPE-X, FIRE TED MASONRY TIES a 16" G. VERT" JOIST CON N EENED SAVE TYP. PLYWOOD 5HEATHI AND 16" L O.G. HORIZ TA7fUDUS 5 1 R-315 MIN, 7T INSUL. r VENT BRICK WATERT LE F:R. BLOCKING, TYP. F.R. WOOD LOCKING, TYP. GONTINU INU 5 SCREENED SAVE 20 GA. 3 5/8" FETAL STUD — VENT R-56 MI . BATT INSUL. lt� LIGHT GAUD FETAL ROOF JOIST GROUT SOLI VAP BARRIER, 0.1 PERM MORTAR N _ M TYP, I 1X W D TRIM 0) R-38 MIN BATT INSUL. a ; 1q MIN. BATT INSUL. `` I G ANIZED METAL FLASHING, Q I PROVIDE LOCKING ® RAILING 5/8" EX RIOR GRADE PLYWOOD is i AP OVER TOP COURSE — MOUNT -IONS, TYP. 5HBAT ING 5/8" EXTERIOR GRADE , BRI VENEER PLYWOOD SHEATHING 5/8 EXTERIOR GRADE N0: DATE: DESCRIPTION: DOD ASE FINISH, REFER TO _ - i NI PLAN j - 3/4 RIGID INSUL. PLYWOOD SHEATHING t 5/ PLYWOOD FLOOR DECKING OOp TRIM P OVIDE TEW` INATION BAR AND R rl 18 GA. 6 METAL STUD q MIN. BATT INSUL. EALANT U..IW Revisions p ALVANIZED METAL FLASHING, 2" OMOSOTB 440 SOUND I R NAGB MATRIX W P VENT WRAP OVER TOP COURSE l.- 18 GA. 6" METAL STUD PROJECT ARCWTECT ARRI R 1fq 8 G 8" METAL STUD BOX b TH UGH WALL FLASHING HORIZONSDE5IGN PROJECT NUMBER: I I` 1X WOOD TRIM LIGHT UGE METAL FLOOR H, HEAD = R-19 N. RIGID INSUL. ROVIDE TERMINATION BAR 4" RIGID INSUL. D1L41n1NBY HD x x x x x 2212853 --- r JOIST 3/411 RI INSUL. x x I x ---- - SEALANT BACKER ROD �/� D SEALANT CHECKED BY , --- 3/431 METAL URRING \//� MO AR NET BRIO VENEER HD DRAWN BY: LIGHT GUAGE TAL JOIST SHIM AS NEC SARY \�\ WEEP NIT PROJECT NUMBER JPB HEADER AEALANT it BA ER ROD N�l/\ GROUT SOLID THROUG WALL FLASHING MAXVAPORTBP REER 0.1 PERM 1002007 STOREFRONT SY EY \\//\ DATE REVIEWED BY: CAD GROUT SOLI 09-13-07 scnLE ISSUED FOR: ADJUSTABLE GAL IZED y r/�-=r-n 95% CONSTRUCTION DOCUMENTS b MASONRY TIES (01611 G. CORNER BEAD AT ALL B ;' " INSUL. p r7771K VENEER CONTENT 7 R-Iq MIN. RIGID BRICK VERT. AND 1611 O.G. CORNERS YP. ADJUSTABLE GALVANI D j ' HORIZONTAL SECTION DATE: MASONRY TIES 0 16" D- - DETAILS 09/27/22 VERT. AND 16" O.G. R-,q MIN. BATT #N5UL. HORIZONTAL __ -- Ilijl 51"'E� A5. 10 DRAWING NAME: WALL SECTION I� STOREFRONT 5Y5TEM Q METAL ROOF DETAIL 15 STOREFRONT BILL ® WATERTABLE DETAIL 1(oBRICK VENEER WALL AT MECI-{ANiGAL SUITE 1T BRICK VENEER WALL AT MECIHANICAL SUITE /2EI e 11-Oli 1 1/2`I 11-Oil I I/2" = 1`-O" 1 1/2" i'-011 COBNELL UNIVERSITY LIBRARY o-� 3 1924 1 INI'II'II '1 1 I 359 364 C (0-1 EXISTING DRAWING A5.10 (DETAILS) DRAWING NUMBER: NOTE: a THIS DRAWING BACKGROUND IS FROM THE ORIGINAL CD BUILDING CONTRACT DOCUMENTS AND IS SHOWN FOR INFORMATION & REFERENCE ONLY (NOT TO N SCALE). FIELD VERIFY ALL 'AS-BUILT' CONDITIONS. Co SEE NOTES FOR NEW PROJECT SCOPE. A 24 LaBeLLa partnership. REMOVE & REINSTALL METAL COPING Powered by� 100 West Water Street, Suite 101 = = - _ -- Elmira, NY 14901 607-734-8492 labellapc.com REMOVE & REINSTALL METAL COPING O�r . _ i — °„ It is a violation of New York Education Law �. „-_ --- Article 145 Sec.7209, for any person, unless q i \ acting under the direction of a licensed -- - a- - architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, GV l f f i31i engineer, or land surveyor shall affix to the ,�"� item their seal and notation "altered by" 'h �_ INFANT WING LOOKING WEST followed by their signature and date of such s - r ' _ alteration, and a specific description of the alteration. © 2022 LaBella Associates yet Cornell University INFANT WING LOOKING SOUTH INFANT WING LOOKING WEST INFANT WING LOOKING WEST La REMOVE & REINSTALL METAL COPING a NORTH CAMPUS CHILD CARE , _ HVAC 4 150 PLEASANT GROVE RD, ITHACA, NEW YORK 14853 C ! i m, _ I, _ _ _ TODDLER WING LOOKING WEST i FI� 4 >1SNiffiffli = NO: DATE: DESCRIPTION: ------ � - 1 Revisions PROJECT NUMBER: " 2212853 Aft- > __ _ t REMOVE & REINSTALL METAL COPING DRAWN BY: _ - ; � JPB REVIEWED BY. CAD - - - -- = ,„ ISSUED FOR: 95% CONSTRUCTION DOCUMENTS - ; • _ DATE. _-- 09/27/22 = DRAWING NAME ki - ,75 -- r I� r e t. S R1 __ �o �_f,� EXISTING PHOTOS l -L ti,A00f+�1p�,Cf �- \� 31. INFANT WING LOOKING EAST TODDLER WING LOOKING SOUTH TODDLER WING LOOKING WEST _-FnFM ==== DRAWING NUMBER: a co co INFANT WING LOOKING SOUTHWEST N O N co co N