The URL can be used to link to this page

Home My WebLink About815 S. Aurora St - Electrical Issued for Permit 2021.06.22 0958-18 815 S. Aurora Civil Permit Set 4-13-21.pdf 10-7-21_S Aurora-Bldg C_Structural.pdfD:\D-JOBS\D-Stream\815 S Aurora St\815 South Aurora St - Bldg C_Structural 12-26-19_V21-RAM.pdf GENERAL NOTES 1. CONTRACTOR SHALL VERIFY ALL CONDITIONS, DIMENSIONS, AND ELEVATIONS SHOWN AND IMMEDIATELY REPORT ANY DISCREPANCIES OR OMISSIONS TO THE ARCHITECT PRIOR TO CONSTRUCTION OR FABRICATION. 2. SECTIONS AND DETAILS ARE CONTINUOUS AND TYPICAL UNLESS NOTED OTHERWISE. 3. CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR DAMAGES WHICH MIGHT BE OCCASIONED BY FAILURE TO EXACTLY LOCATE AND PRESERVE EXISTING UTILITIES. 4. PROVIDE BARRICADES, WARNING SIGNALS, WARNING LIGHTS AND SIMILAR ITEMS AS REQUIRED AND MAINTAIN THROUGHOUT CONSTRUCTION. CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY AND PROTECTION. 5. CONTRACTOR SHALL COORDINATE ALL CONCRETE, EARTHWORK, AND CONCRETE MASONRY WORK WITH THE INSPECTION AND TESTING AGENCY RETAINED BY THE OWNER. @..................AT ADD'L........ADDITIONAL ADJUS.......ADJUSTMENT ARCH.........ARCHITECTURAL OR ARCHITECT BCX...........BOTTOM CHORD EXTENTION B.O............BOTTOM OF BS.............BOTH SIDES OR BRICK SHELF BP.............BEARING PLATE BRG...........BEARING CL...............CENTER LINE CFMF.........COLD FORMED METAL FRAMING CJ.............CONTROL JOINT CMA..........COLUMN MASONRY ANCHOR CMU...........COLUMN MASONRY UNIT COL...........COLUMN CONT.........CONTINUOUS CONC.........CONCRETE DIA ............DIAMETER DO.............DITTO - REPEAT PREVIOUS DWG..........DRAWING DWGS........DRAWINGS E-W...........EAST-WEST OR EACH WAY EA.............EACH EC.............ELECTRICAL WORK PRIME CONTRACTOR ELEV.........ELEVATION EMBED.......EMBEDMENT EOD...........EDGE OF DECK EOJ...........END OF JOIST EOS...........EDGE OF SLAB EQ.............EQUAL ES.............EACH SIDE EXG...........EXISTING EXP...........EXPANSION EXT...........EXTERIOR FD.............FLOOR DRAIN FF..............FIN ISHED FLOOR FIN FLR.....FINISHED FLOOR FNDN.........FOUNDATION FS.............FOOTING STEP OR FAR SIDE FTG............FOOTING GA.............GAGE GALV.........GALVANIZED GC.............GENERAL TRADES PRIME CONTRACTOR H OR HOR... HORIZONTAL HC.............HVAC PRIME CONTRACTOR HP.............HIGH POINT INFO...........INFORMATION INT.............INTERIOR K................KIPS KB..............KNEE BRACE KSI.............KIPS PER SQUARE INCH L................ANGLE LLBB..........LONG LEG BACK-TO-BACK LLH............LONG LEG HORIZONTAL LLV............LONG LEG VERTICAL LMF............LIGHT GAGE METAL FRAMING MAX...........MAXIMUM MC.............MASONRY OPENING MIN............MINIMUM MECH.........MECHANICAL M.O............MASONRY OPENING N-S............NOR TH-SOUTH NS..............NEAR SIDE NTS............NOT TO SCALE NYSBC........NEW YORK STATE BUILDING CODE O.C.............ON CENTER PL OR P....PLATE PC..............PLUMBING WORK PRIME CONTRACTOR PROJ..........PROJECT PSF............POUNDS PER SQUARE FOOT PSI.............POUNDS PER SQUARE INCH REINF.........REINFORCE REQ'D.........REQUIRED RD.............ROOF DRAIN SCHED........SCHEDULE SECT..........SECTION SF..............SQUARE FOOT SIM............SIMILAR SL..............SLOPED SLBB..........SHORT LEG BACK-TOBACK SPEC'S.......SPECIFICATIONS SQ.............SQUARE STD...........STANDARD T/..............TOP OF TBR...........TO BE REMOVED TFE............TOP OF FOOTING ELEVATION T.O............TOP OF T.O.S.........TOP OF SLAB, STEP, OR STEEL T.O.SLAB...TOP OF SLAB TPE...........TOP OF PIER ELEVATION TWE...........TOP OF WALL ELEVATION UNO............UNLESS NOTED OTHERWISE V................VERTICAL VERT..........VERTICAL VIF.............VERIFY IN FIELD W.P............WORKING POINT WS.............WALL STEP W/..............WITH XB..............X-BRACE STRUCTURAL ABBREVIATIONS OCCUPANCY CLASSIFICATION.................. ....RESIDENTIAL OCCUPANCY CATEGORY............................... II MINIMUM DESIGN LOADS PER BUILDING CODE OF NEW YORK STATE (NYSBC) 2015. LOAD COMBINATIONS............NYSBC 1605.2 OR 1605.3 MIN FLOOR LIVE LOADS (1607): UNIFORM CONCENTRATED PRIVATE ROOMS AND CORRIDORS SERVING THEM. . . . . . PUBLIC ROOMS AND CORRIDORS SERVING THEM. . . . . . . STAIRS AND EXITS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . APT. BALCONIES & DECKS . . . . . . . . . . . . . . . . . . . . . . . . . . ROOF TERRACE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ROOF LIVE LOADS (1607.11.2): MIN ROOF LIVE LOAD. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ROOF SNOW LOAD (1608): GROUND SNOW LOAD Pg. . . . . . . . . . . . . . . . . . . . . . . . . . . FLAT-ROOF SNOW LOAD Pf . . . . . . . . . . . . . . . . . . . . . . . . SLOPED ROOF FACTOR . . . . . . . . . . . . . . . . . . . . . . . . SNOW EXOSURE FACTOR Ce. . . . . . . . . . . . . . . . . . . . . . SNOW IMPORTANCE FACTOR Is. . . . . . . . . . . . . . . . . . . . THERMAL FACTOR Ct . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SNOW DRIFT LOAD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . UNBALANCED SNOW LOADS . . . . . . . . . . . . . . . . . . . . . . WIND LOAD (1609): BASIC DESIGN WIND SPEED. . . . . . . . . . . . . . . . . . . . . . . BUILDING CATEGORY (ASCE 1-1) . . . . . . . . . . . . . . . . . . WIND EXPOSURE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . INTERNAL PRESSURE COEFF . . . . . . . . . . . . . . . . . . . . . EXT COMP & CLADDING PRESSURE (1609.1.1 & ASCE 7-10) BUILDING DESIGN LOADS EARTHQUAKE DESIGN DATA (1613): SEISMIC IMPORTANCE FACTOR (I) . . . . . . . . . . . . . . . . . OCCUPANCY CATEGORY. . . . . . . . . . . . . . . . . . . . . . . . . SPECTRAL RESPONSE ACCELERATION, Ss . . . . . . . . . SPECTRAL RESPONSE ACCELERATION, SI . . . . . . . . . SPECTRAL RESPONSE COEF SDS . . . . . . . . . . . . . . . . SPECTRAL RESPONCE COEF SDI . . . . . . . . . . . . . . . . . SITE CLASS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SEISMIC DESIGN CETEGORY . . . . . . . . . . . . . . . . . . . . . BASIC SEISMIC - FORCE - RESISTING SYSTEMS LIGHT FRAME WOOD WALLS WITH STRUCTURAL WOOD SHEAR PANELS DESIGN BASE SHEAR PER ASCE 7 V = .021W SEISMIC RESPONSE COEFFICIENT Cs. . . . . . . . . . . . . . RESPONSE MODIFICATION FACTOR R. . . . . . . . . . . . . . ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE (ASCE) AREA 10 SF 50 SF 100 SF NEGATIVE ZONE 1 NEGATIVE ZONE 2 NEGATIVE ZONE 3 POSITIVE ALL ZONES OVERHANG ZONE 2 OVERHANG ZONE 3 -15.8 -18.5 -18.5 14.5 -26.8 -26.8 -13.9 -16.6 -16.6 13.5 -24.9 -24.9 -13.1 -15.8 -15.8 13.1 -24.1 -24.1 SURFACE PRESSURE (PSF)ROOF AREA 10 SF 100 SF 500 SF NEGATIVE ZONE 4 NEGATIVE ZONE 5 POSITIVE ZONES 4 & 5 -17.2 -21.2 15.8 -14.8 -16.4 13.8 -13.1 -13.1 11.8 SURFACE PRESSURE (PSF)WALL 40 PSF 100 PSF 100 PSF 300# 40 PSF 100 PSF 20 PSF 40 PSF 31 PSF 1.0 1.0 1.0 1.1 PER ASCE 7-10 PER ASCE 7-10 115 MPH (2015 CODE BASIS) II C +/-0.18 1.0 II 12.6 %g 5.6 %g 0.21 0.131 C A 0.021 6.5 FLOOR SYSTEM CARPET & PAD 1 1/4" GYP OVER 3/4'' SHEATHING TJI JOIST @ 16'' OC FLOOR INSULATION 5/8'' GYP SPRINKLERS MECH & MISC 1.0 PSF 18 PSF 3.0 PSF 1.0 PSF 6.0 PSF (2 LAYERS) 2.0 PSF 4.0 PSF 35.0 PSF (TYP) DEAD LOADS APARTMENT BUILDING ROOF SYSTEM SINGLE PLY ROOF MEMBRANE 5/8 SHEATHING TJI JOIST @ 16" OC INSULATION 5/8 GYP SPRINKLERS MECH & MISC ROOF TOP UNITS (AVE) 1.0 PSF 2.2 PSF 3.0 PSF 2.0 PSF 6.0 PSF (2 LAYERS) 2.0 PSF 2.5 PSF 2.0 PSF 21 PSF (TYP) LIMIT DEFLECTION TO SATISFY THE FOLLOWING CRITERIA: LIVE LOAD (L) = SPAN /480 DEAD + LIVE LOAD (D+L) = SPAN/240 L = LIVE LOAD D = DEAD LOAD SPAN (INCHES) FLOOR JOIST DEFLECTION CRITERIA LIMIT DEFLECTION TO SATISFY THE FOLLOWING CRITERIA: SNOW LOAD (S) = SPAN/360 DEAD + LIVE LOAD (D+L) = SPAN/240 L = LIVE LOAD S = SNOW LOAD D = DEAD LOAD SPAN (INCHES) ROOF TRUSS DEFLECTION CRITERIA 1. CONCRETE SHALL BE AS FOLLOWS: STRENGTH MAX AGG AIR MAX W/C FOOTINGS 3000 PSI 1.5" NONE 0.5 INTERIOR SLABS 3500 PSI 1.5" NONE 0.5 EXTERIOR SLABS 5000 PSI 1.5" 6% +/-1.5% 0.40 FOUNDATION WALLS (ICF FORM FILL) 4000 PSI 3/4" NONE 0.45 2. ALL CONCRETE TO CONTAIN WATER REDUCING ADMIXTURE. 3. CEMENT TO BE TYPE 1 PORTLAND CEMENT. FLY ASH SHALL BE USED IN COMBINATION WITH PORTLAND. 4. SEE SPECIFICATION FOR ADDITIONAL INFORMATION. 5. REINFORCING STEEL SHALL CONFORM TO ASTM A-615-60 GRADE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. 6. ALL REINFORCING STEEL SHALL HAVE CONCRETE COVER AS FOLLOWS: - FOOTINGS, - 3" - SLABS - 1.5" MIN 7. SEE REBAR LAP LENGTH SCHEDULE FOR BAR LAP LENGTHS. 8. CURE ALL EXPOSED CONCRETE USING SUPERVISED WET CURE OR AN APPROVED CURING COMPOUND. IF A CURING COMPOUND IS USED, PROVIDE CERTIFICATION THAT THE CURING COMPOUND IS COMPATIBLE WITH FLOOR COVERINGS AND ADHESIVES. 9. EXTERIOR ENTRY SLABS TO RECEIVE A LIGHT BROOM FINISH. TEXTURE TO BE APPROVED BY THE ARCHITECT OR OWNER'S REPRESENTATIVE. 10. PROVIDE ALL TIE BARS, SPACER BARS, CHAIRS AND ACCESSORIES. 11. VERIFY SIZE AND LOCATION OF ALL OPENINGS IN CONCRETE FOUNDATION WALLS AND FOOTINGS. 12. ALL PENETRATIONS THROUGH STRUCTURAL SLABS, WALLS, AND FOOTINGS SHALL BE SLEEVED OR CHASED. CORE-DRILLING OF SLABS, WALLS, AND FOOTINGS IS NOT PERMITTED. 13. INTERIOR SLAB FINISH TO BE HARDENED STEEL TROWEL FINISH. SEE ARCH DRAWINGS FOR FLOOR FINISHES 14. PROVIDE CONTRACTION JOINTS IN SLABS ON GRADE AS SHOWN . SEE SLAB ON GRADE DETAIL FOR JOINTING INSTRUCTIONS. SAW-CUT CONTRACTION-JOINTS WITHIN 4 HRS OF FINAL FINISH USING THE EARLY ENTRY DRY-CUT SAW METHOD. 15. ALL SAW-CUT & FORMED JOINTS IN SLAB ARE TO BE FILLED WITH A POLY-UREA BASED JOINT FILLER. ALLOW SLABS TO CURE 30 DAYS MIN BEFORE FILLING JOINTS. REINFORCED CONCRETE NOTES 1. PREFABRICATED WOOD I-JOISTS SHALL BE DESIGNED AND FURNISHED IN ACCORDANCE WITH A CURRENT CODE- ACCEPTED EVALUATION REPORT. STRUCTURAL CAPACITIES AND DESIGN PROVISIONS SHALL BE ESTABLISHED AND MONITORED IN ACCORDANCE WITH ASTM D 5055. 2. WOOD JOISTS SHALL BE DESIGNED BY THE MANUFACTURER TO SUPPORT THE FOLLOWING APPLIED LOADS, UNLESS OTHERWISE INDICATED: EXPECTED JOIST SIZES FOR WEYERHAUSER TRUS JOIST PRODUCTS ARE SHOWN ON FRAMING PLANS. FLOOR LIVE LOAD - REFER TO DESIGN LOADS DEAD LOAD - REFER TO DESIGN LOADS + PARTITION LOAD (IF ANY) 3. WOOD I-JOISTS SHALL BE ERECTED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY AND PERMANENT BRACING AS REQUIRED FOR SAFE ERECTION AND PERFORMANCE OF THE JOISTS. 4. WOOD I - JOISTS SHALL NOT BE CUT, NOTCHED, COPED, DRILLED NOR OTHERWISE ALTERED IN ANY WAY UNLESS SPECIFICALLY CONDUCTED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN REQUIREMENTS. DO NOT CUT FLANGES. 5. WOOD I - JOISTS SHALL BE PRODUCED BY A CODE ACCEPTED FABRICATOR WITH A MINIMUM OF FIVE (5) YEARS EXPERIENCE PRODUCING PREFABRICATED WOOD I- JOISTS. QUALITY CONTROL SHALL BE AUDITED BY AN AGENCY ACCEPTED BY THE IBC 2015. 6. WEB PANELS MUST BE JOINED WITH A MACHINED AND GLUED VEE JOINT TO FORM A CONTINUOUS MEMBER. ALL JOINTS SHALL BE GLUED USING AN EXTERIOR TYPE ADHESIVE PER ASTM D 2559. 7. WOOD I - JOISTS SHALL BE STORED IN BUNDLES IN AN UPRIGHT POSITION AND AWAY FROM GROUND CONTACT. ANY DAMAGE TO JOISTS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE JOIST SUPPLIER. FIELD REPAIR OR MODIFICATION OF JOISTS MUST NOT BE MADE WITHOUT THE WRITTEN APPROVAL BY THE SUPPLIER, EXCEPT FOR TRIMMING TO CORRECT LENGTH. 8. WOOD I - JOISTS SHALL BE CAREFULLY HANDLED TO PREVENT DAMAGE AND DISTORTION. EACH JOIST SHALL BE ANCHORED AND BRACED, AS IT IS ERECTED, USING BLOCKING PANELS AND ANCHORAGE INDICATED (AND PER THE SUPPLIER'S REQUIREMENTS). ERECTOR SHALL PROVIDE SUPPLEMENTAL LATERAL 9. BRACING OF THE TOP FLANGE UNTIL SHEATHING IS PROPERLY NAILED. 10. COORDINATE SIZE AND LOCATION OF OPENINGS IN JOIST WEBS WITH MECHANICAL AND ELECTRICAL DRAWINGS. ADHERE TO GUIDELINES FOR HOLE ALLOWABLE SIZE AND PLACEMENT. 11. SUBMIT COMPLETE SHOP DRAWINGS FOR ALL WOOD FLOOR JOISTS SHOWING MEMBER SIZES, SPECIES, GRADE, MOISTURE CONTENT, SPAN, CAMBER, DIMENSIONS, CHORD PITCH, BRACING REQUIREMENTS AND LOADINGS. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER AND SHALL BEAR THE SEAL OF A PROFESSIONAL ENGINEER REGISTERED IN NEW YORK STATE. PRE-FABRICATED WOOD I-JOIST (TJI) NOTES (UNLESS OTHERWISE NOTED OR SHOWN ON PLAN, THE FOLLOWING NOTES SHALL APPLY) 1. ALL PLYWOOD CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE AMERICAN PLYWOOD ASSOCIATION (APA) SPECIFICATIONS 2. ALL ROOF PANEL SHEATHING SHALL BE 5/8" (NOM.) TYPE CDX. EXP. APA RATED PLYWOOD SHEATHING. SUITABLE EDGE SUPPORT SHALL BE PROVIDED BY USE OF PANEL CLIPS OR BLOCKING BETWEEN FRAMING. UNLESS OTHERWISE NOTED, CONNECT ROOF SHEATHING WITH 8D COMMON NAILS AT 6" O/C AT SUPPORTED PANEL EDGES AND 6" O/C AT INTERMEDIATE SUPPORTS. 3. ALL FLOOR SHEATHING SHALL BE 3/4" (NOM.) APA RATED STURD-I-FLOOR. EXP. I. WITH TONGUE AND GROOVE EDGE OR APPROVED EQUAL. UNLESS OTHERWISE NOTED, CONNECT FLOOR SHEATHING WITH 10D COMMON NAILS ADHESIVES MEETING APA SPECIFICATION AFT-01. APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 4. ALL WALL PANEL SHEATHING SHALL BE 1/2" (NOM.) TYPE CDX. EXP. APA RATED SHEATHING OR 7/16'' OSB STRUCTURAL 1 RATED. UNLESS OTHERWISE INDICATED, CONNECT WALL SHEATHING WITH 8D COMMON NAILS SPACED 6" O/C AT SUPPORTED PANEL EDGES AND 12" O/C AT INTERMEDIATE SUPPORTS. SEE ADDITIONAL REQUIREMENTS AT SHEAR WALLS. 5. INSTALL ALL SHEATHING WITH THE LONG DIMENSION OF THE PANEL ACROSS SUPPORTS AND WITH PANEL CONTINUOUS OVER TWO OR MORE SPANS. STAGGER PANEL END JOINTS. ALLOW 1/8" SPACING AT PANEL ENDS AND EDGES UNLESS OTHERWISE RECOMMENDED BY THE SHEATHING MANUFACTURER. 6. ALL NAILING SHALL BE CAREFULLY DRIVEN AND NOT OVERDRIVEN. THE USE OF STAPLES IS PROHIBITED FROM USE. 7. PROVIDE 2X BLOCKING AT UNSUPPORTED PANEL EDGES FOR ALL ROOFS, FLOORS AND WALLS. STRUCTURAL WALL AND ROOF SHEATHING NOTES (UNLESS OTHERWISE NOTED OR SHOWN ON PLAN, THE FOLLOWING NOTES SHALL APPLY) 1. ALL WOOD FRAMING MATERIAL SHALL BE KILN DRIED AND USED AT 19% MAXIMUM MOISTURE CONTENT. 2. ALL STUD AND WALL FRAMING SHALL BE EITHER OF THE FOLLOWING, U.O.N.: A. NO. 2 GRADE SOUTHERN YELLOW PINE (SYP) B. NO. 2 DOUG FIR - LARCH. NO. 2 GRADE SPRUCE-PINE-FIR (SPF) MAY BE USED ABOVE THE SECOND FLOOR. 2x8 EXTERIOR WALL STUDS AT ALL LEVELS MAY BE SPF. "STUD" GRADE MATERIAL IS STRICTLY PROHIBITED FROM USE 3. ALL DIMENSION LUMBER JOIST, HEADER, RAFTER & MISC. FRAMING SHALL BE NO. 2 GRADE, SOUTHERN PINE OR NO. 2 GRADE DOUG FIR - LARCH. PROVIDE FULL-DEPTH BRIDGING AT MIDSPAN AND AT A MAXIMUM SPACING OF 8'-0" O/C IN BETWEEN. 4. ALL FRAMING EXPOSED TO THE WEATHER OR IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE-TREATED IN ACCORDANCE WITH THE AMERICAN WOOD PRESERVERS ASSOCIATION SPECIFICATIONS. WHERE POSSIBLE, ALL CUTS AND HOLES SHOULD BE COMPLETED BEFORE TREATMENT. CUTS AND HOLES DUE TO ON-SITE FABRICATION SHALL BE BRUSHED WITH 2 COATS OF COPPER NAPHTHENATE SOLUTION CONTAINING A MINIMUM OF 2% METALLIC COPPER IN SOLUTION (PER AWPA STD. M4). 5. THE CONTRACTOR SHALL CAREFULLY SELECT LUMBER TO BE USED IN LOAD BEARING APPLICATIONS. THE LENGTH OF SPLIT ON THE WIDE FACE OF 3" (NOMINAL) AND THICKER LUMBER SHALL BE LIMITED TO 1/2 OF THE NARROW FACE DIMENSION. 7. PROVIDE HEADER BEAMS OF THE SAME SIZE AS JOISTS OR RAFTERS TO FRAME AROUND OPENINGS IN THE FLOOR AND ROOF DECKS UNLESS OTHERWISE INDICATED. 8. BOLT HOLES SHALL BE CAREFULLY CENTERED AND DRILLED NOT MORE THAN 1/16" LARGER THAN THE BOLT DIAMETER. BOLTED CONNECTIONS SHALL BE SNUGGED TIGHT BUT NOT TO THE EXTENT OF CRUSHING WOOD UNDER WASHERS. 9. PREFABRICATED METAL JOIST HANGERS, HURRICANE CLIPS, HOLD-DOWN ANCHORS AND OTHER ACCESSORIES SHALL BE AS MANUFACTURED BY "SIMPSON STRONG-TIE COMPANY", TEL. 800-999-5099 OR APPROVED EQUAL. INSTALL ALL ACCESSORIES PER THE MANUFACTURER'S REQUIREMENTS. ALL STEEL SHALL HAVE A MINIMUM THICKNESS OF 0.04 INCHES (PER ASTM A446, GRADE A) AND BE GALVANIZED (COATING G60). 10. HOLES AND NOTCHES DRILLED OR CUT INTO WOOD FRAMING SHALL NOT EXCEED THE ALLOWANCES OF THE NEW YORK STATE BUILDING CODE (2015) AND SHALL CONFORM TO MANUFACTURE'S RECOMMENDATIONS. 11. ALL PLATES, ANCHORS, NAILS, BOLTS, NUTS, WASHERS, AND OTHER MISCELLANEOUS HARDWARE SHALL BE HOT DIP GALVANIZED. GALVANIZING SHALL BE COMPATIBLE WITH TREATED LUMBER. 12. MIN. SILL PLATE ANCHORAGE: PROVIDE 1/2" X 16" ANCHOR BOLTS @ 4'-0" O.C. AND WITHIN 12" OF ALL PLATE ENDS. PROVIDE MIN. OF 2 BOLTS OR ANCHOR STRAPS PER PIECE. SEE ADDITIONAL REQUIREMENTS AT SHEAR WALLS. CONTRACTORS OPTION TO USE 1/2'' DIA SIMPSON TITEN HD HEAVY DUTY SCREW ANCHOR FOR CONCRETE AND MASONRY W/ 5 3/4'' EMBEDMENT. 13. FASTENING SHALL CONFORM TO NEW YORK STATE BUILDING CODE TABLE 2304.9.1 FASTENING SCHEDULE, UNLESS OTHERWISE NOTED. 14. BOLTS USED WITH WOOD FRAMING ARE TO MEET THE DIMENSIONAL REQUIREMENTS OF ANSI/ASME STANDARD B18.2.1 AND BE OF ASTM A36 STEEL. ALL BOLTS IN CONTACT WITH PRESSURE TREATED LUMBER ARE TO BE HOT DIPPED GALVANIZED PER ASTM 153 OR 304 STAINLESS STEEL. 15. LAG SCREWS USED WITH WOOD FRAMING ARE TO MEET THE DIMENSIONAL REQUIREMENTS OF ANSI/ ASME STANDARD B18.2.1 AND ARE TO BE OF ASTM A653 GRADE 33 OR ASTM A36 STEEL. ALL LAG SCREWS IN CONTACT WITH PRESSURE TREATED LUMBER ARE TO BE HOT DIPPED GALVANIZED PER ASTM 153, 304 STAINLESS STEEL, OR CERAMIC COATED. GENERAL WOOD FRAMING NOTES (UNLESS OTHERWISE NOTED OR SHOWN ON PLAN, THE FOLLOWING NOTES SHALL APPLY) 1. PREFABRICATED LAMINATED VENEER LUMBER (LVL) HEADERS AND BEAMS SHALL BE MICROLLAM AS MANUFACTURED BY WEYERHAEUSER BOISE, IDAHO OR APPROVED EQUAL. MICROLLAM MATERIAL SHALL BE 1.9E SOUTHERN PINE. 2. PREFABRICATED PARALLEL STRAND LUMBER (PSL) BEAMS SHALL BE PARALLAM BY WEYERHAEUSER BOISE IDAHO OR APPROVED EQUAL. PARALLAM SHALL BE 2.0E. 3. UNLESS OTHERWISE RECOMMENDED BY THE MANUFACTURER, FASTEN LVL PIECES LESS THAN 14 INCHES IN DEPTH (BUILT-UP BEAMS) USING THREE ROWS OF 10d NAILS SPACED AT 12” ON CENTER. BEAMS 14 INCHES OR GREATER SHALL BE FASTENED WITH FOUR ROWS OF 10d NAILS. 4. DO NOT CUT OR NOTCH LVL OR PSL MATERIAL WITHOUT THE MANUFACTURER'S APPROVAL. UNLESS OTHERWISE INDICATED, EACH LVL AND PSL SHALL BEAR DIRECTLY ON SUPPORTING COLUMN OR POST. 5. BEARING LENGTH SHALL CONFORM TO MANUFACTURERS REQUIREMENTS. UNLESS OTHERWISE PROVIDED, BEARING LENGTH FOR A SPECIFIC BEAM / HEADER SHALL BE BASED ON REACTION RESULTING FROM MAXIMUM ALLOWABLE UNIFORM LOAD FOR A GIVEN SPAN. 6. SUBMIT COMPLETE SHOP DRAWINGS FOR ALL PRE-ENGINEERED LUMBER. SHOW MEMBER SIZE, LOADING, SPAN, CONNECTIONS, HANGER AND LOAD CAPACITY. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER AND SHALL BEAR THE SEAL OF A PROFESSIONAL ENGINEER REGISTERED IN NEW YORK STATE. PRE-ENGINEERED LUMBER (UNLESS OTHERWISE NOTED OR SHOWN ON PLAN, THE FOLLOWING NOTES SHALL APPLY) 1. INSULATING CONCRETE FORM WALL SYSTEM TO CONSIST OF TWO OPPOSING PANELS OF FLAME RESISTANT EXPANDED POLYSTYRENE (EPS) CONNECTED BY HIGH DENSITY POLYPROPYLENE WEBS. 2. BASIS OF DESIGN: FOX BLOCKS, OMAHA,NE. 3. WALL SYSTEM TO PROVIDE NOMINAL 8" CAVITY WIDTH FOR CONCRETE AT ALL LOCATIONS THROUGHOUT WALL AREAS. 4. WALL SYSTEM WEBS TO PROVIDE MIN 1" WIDE FASTENING STRIPS @ 8" O.C. FLUSH TO ICF WALL FACE FOR FULL WALL HEIGHT TO FACILITATE DIRECT FASTENING OF INTERIOR AND EXTERIOR FINISHES. 5. WALL SYSTEM TO PROVIDE ACCURATE POSITIONING OF STEEL REINFORCEMENT WITHIN FORM CAVITY TO CONFORM TO REINFORCING REQUIREMENTS OF ACI 318. 6. EPS FOAM PANELS WITH CONCRETE TO PROVIDE A MINIMUM R 21.7 INSULATION VALUE. 7. REFER TO CAST-IN-PLACE CONCRETE NOTES AND SPECIFICATION FOR CONCRETE AND REINFORCING STEEL SPECIFICATIONS AND OTHER INFORMATION. 8. PROVIDE AN ICF BRACING, FORM ALIGNMENT AND SCAFFOLD SYSTEM SPECIFICALLY DESIGNED FOR USE WITH AN ICF FOUNDATION SYSTEM WHICH IS OSHA COMPLIANT. 9. ICF SYSTEM TO BE INSTALLED PLUMB AND ALIGNED TO WITHIN 1/4" IN 10'. 10. ICF SYSTEM CONTRACTOR/INSTALLER SHALL FURNISH PROOF OF THREE YEARS EXPERIENCE IN INSTALLING THE APPROVED ICF SYSTEM. 11. CONSTRUCT SITE MOCK-UP PANEL TO INCLUDE FULL WALL SYSTEM AND DETAILS. MOCK-UP PANEL TO BE APPROVED BY THE ARCHITECT AND OWNER'S REP PRIOR TO PROCEEDING WITH ICF WORK. PANEL MAY FORM PART OF THE FINISHED WORK IF APPROVED BY THE ARCHITECT AND OWNER'S REP. 12. PROVIDE SUPPLEMENTAL PROTECTION AND HEATING IF TEMPERATURES DROP BELOW FREEZING. COMPLY WITH ACI 306R-88, COLD WEATHER CONCRETING. 13. PIPING, CONDUIT AND OTHER OPENINGS EXCEEDING 16"x16" SHALL BE REINFORCED. 14. INSTALL SLEEVES IN FORMS FOR PIPING AND CONDUIT. CORE BORING FOR UTILITIES AFTER CONCRETE IS PLACED IS NOT PERMITTED. 15. CLEAN FORM CAVITIES OF DEBRIS PRIOR TO PLACING CONCRETE. 16. PROVIDE TEMPORARY COVERAGE OF FORMS FROM UV LIGHT IF FORMS WILL BE EXPOSED FOR MORE THAN 60 DAYS. 17. PROVIDE SUBMITTAL TO ARCHITECT FOR APPROVAL TO INCLUDE: • MANUFACTURER'S PRODUCT MANUAL AND INSTALLATION INSTRUCTIONS. • SHOP DRAWINGS INDICATING FORM LAYOUT WITH DIMENSIONS AND TYPICAL DETAILS REQUIRED TO COMPLETE THE ICF INSTALLATION. • ICF BRACING AND SCAFFOLDING SYSTEM TO BE USED • INSTALLERS'S QUALIFICATION DOCUMENTATION. INSULATING CONCRETE FORMS (ICF's) 1. REFER TO THE PROJECT MANUAL FOR THE SUBSURFACE INVESTIGATION REPORT. 2. THE CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES AND STRUCTURES PRIOR TO COMMENCING ANY EXCAVATION WORK. 3. AFTER EXCAVATION TO REQUIRED SUBGRADE ELEVATION, PROOFROLL THE BUILDING AREAS IN THE PRESENCE OF THE ENGINEER'S REPRESENTATIVE. PROOFROLLING TO CONSIST OF AT LEAST 4 PASSES IN PERPENDICULAR DIRECTIONS WITH A SELF PROPELLED ROLLER WEIGHING AT LEAST 14,000 LBS. SOFT OR UNCOMPACTED AREAS IDENTIFIED DURING THE PROOFROLLING PROCESS SHALL BE EXCAVATED AND REPLACED WITH APPROVED GRANULAR STRUCTURAL FILL. 4. ALLOWABLE DESIGN SOIL BEARING PRESSURE: ROCK . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8000 PSF UNDISTURBED SOIL . . . . . . . . . . . . . . . . . . . 4000 PSF 5. NOTIFY ENGINEER IF WET, SOFT OR LOOSE SOILS ARE ENCOUNTERED AT FOOTING BEARING ELEVATION, AND DO NOT PLACE FOUNDATIONS IN THIS AREA UNTIL AUTHORIZED TO DO SO BY THE ENGINEER. 6. ALL FOUNDATIONS SHALL BEAR ON UNDISTURBED EXISTING SOILS AT THE SPECIFIED BOTTOM OF FOOTING ELEVATION. IN THE EVENT OF OVER-EXCAVATION, CONTRACTOR SHALL LOWER THE BOTTOM OF FOOTING BEARING ELEVATION TO UNDISTURBED EXISTING SOIL AT HIS EXPENSE. 7. DO NOT PLACE FOOTINGS OR SLABS IN WATER OR ON FROZEN GROUND. 8. DO NOT ALLOW WATER TO ACCUMULATE IN THE BOTTOM OF AN OPEN EXCAVATION. 9. ALL BACKFILL WITHIN THE BUILDING FOOTPRINT, UNDER EXT SLABS, WALKWAYS & PADS, AND IN OTHER AREAS AS NOTED IS TO BE INSPECTED COMPACTED BACKFILL USING IMPORTED STRUCTURAL FILL MATERIALS AS SPECIFIED. 10. COORDINATE BACKFILL AND COMPACTION WORK WITH THE INSPECTION AND TESTING AGENCY RETAINED BY THE OWNER. PROVIDE 3 WORKING DAYS ADVANCE NOTICE OF SCHEDULED FILLING AND BACKFILLING OPERATIONS. DO NOT COMMENCE BACKFILL UNTIL AUTHORIZED BY THE ENGINEER OR OWNER'S REPRESENTATIVE. AUTHORIZATION WILL BE GRANTED AFTER THE REVIEW OF CONSTRUCTED WORK TO BE COVERED BY THE BACKFILL. 11. MAINTAIN SIDES AND SLOPES OF EXCAVATIONS IN A SAFE CONDITION UNTIL COMPLETION OF BACKFILLING. COMPLY WITH OSHA REQUIREMENTS. CONTRACTOR IS SOLELY RESPONSIBLE FOR SAFE CONSTRUCTION PRACTICES, AND FOR THE PROTECTION OF OPEN EXCAVATIONS. 12. DO NOT BACKFILL AGAINST BASEMENT WALLS UNTIL THE BASEMENT FLOOR SLAB AND FIRST FLOOR DECK ARE FULLY INSTALLED. EARTHWORK NOTES Project # Date STREAM Collaborative architecture + landscape architecture dpc 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com A 1 2 3 4 BCD 213 East Seneca Street Ithaca, New York 14850 www.ElwynPalmer.com 607.272.5060 Elwyn Palmer & CONSULTING ENGINEERS, PLLC As indicated 10/7/2021 1:33:50 PMD:\D-JOBS\D-Stream\815 S Aurora St\815 South Aurora St - Bldg C_Structural 12-26-19_V21-RAM.rvt S0.01 GENERAL NOTES AND SCHEDULES STRM01 OVERLOOK 10/07/21 Visum Development Group 815 South Aurora Street Ithaca, New York 14850 PERMIT SET REVISIONS Δ DESCRIPTION DATE 4" SLAB ON 6" STRUCTURAL FILL REINF WITH 6x6-W2.9xW2.9 WWR FF ELEV = 733.5' ICF BASEMENT WALLS. BASIS OF DESIGN: 8" FOX BLOCKS (13 1/4" OVERALL WIDTH) (TYPICAL) 4' - 0" 6' - 6" TOP/ICF = 741.71' (3 1/2" BELOW FFE) 733.17' 733.17' 733.17' 742.5' 733.17' 733.17' 733.17' 733.17' 733.17' 733.17' 729.17' 733.17' 729.17' 3 S3.01 (TYP) 2' - 0" FTG C1 C2 C6 C7 C8 C9 CA CB CC CD CE CF CG 11' - 0 3/4" 2' - 11 1/4" 10' - 9 11/16" 19' - 8 5/16" 1' - 0 1/4" 12' - 5 3/4" 15' - 4 3/4" 6' - 6" 13' - 0" 1' - 0" 5' - 6" 15' - 4 3/4" 6' - 6" 4' - 0" 45' - 4 3/4" 79' - 10 3/4" 741.0' 737.5' 737.0' 739.5' 6 S3.01 7 S3.01 7 S3.01 745.0' 735.0' 736.0' 7 S3.01 1 S3.01 3 S3.01 3 S3.01 C3 C4 2 S3.01 2' - 1 1/8" 3' - 0" TYP AT OPENING 4 S3.01 TYP AT CURTAIN WALL COORD W/ ARCH CURTAIN WALL COORD W/ ARCH CURTAIN WALL 3 S3.01 3 S3.01 5 S3.01 3 S3.01 5 S3.01 TO CENTER OF WALL 12' - 2 3/4" C5 9' - 11" 11' - 4 3/4" 3' - 6 3/4" 7 5/8" CMU 7 5/8"1/2" 742.5' 1' - 1 3/4" 3' - 0" 1' - 1 3/4" 3' - 0" 1' - 1 3/4" 3' - 0" 1' - 6 13/16" 3' - 0" 7" 6 1/4" 6 1/4" 3' - 0" 4' - 11" 6 1/4" 1' - 2" 5' - 11 1/4" 6 1/4" 4' - 8 7/8" 5' - 11" 3' - 0"1' - 1 3/4" 6 1/4" 3' - 0" 1' - 1 3/4" 6 1/4" 1' - 1 3/4" 3' - 0" WINDOW IN ICF WALL (TYP) 6 1/4" (TYP) 2' - 0" FTG 9.33' STEP (7 COURSES) 6 1/4" 9.33' STEP (7 COURSES) 6 1/4" 6 1/4" 4" SLAB ON 6" STRUCTURAL FILL REINF. WITH 6x6-W2.9xW2.9 WWR. FIN. FLR ELEV. = 743.00' DATUM ELEVATION = (-9'-6") = BASEMENT FLOOR ELEV OF 733.5' 6 1/4" 6 1/4" 5' - 11" 4' - 8 7/8" 7 S3.01 7 S3.01 FTG 2' - 0" EQ EQ FTG 2' - 0" 6 1/4" FTG 2' - 0" EQ EQ FTG 2' - 0" EQ EQ EQ EQ WALL 11' - 11 1/8" 9' - 2 7/8" 2' - 4 1/4" 6 1/4" 6 S3.00 6 S3.00 WALL 11' - 9 7/16" EQ EQ FTG 2' - 0" EQ EQ FTG 2' - 0" 6' - 7 5/8" 731.83' 730.5' 729.17' 729.17' 730.5' 731.83' 733.17' 6 1/4" 80' - 11 1/4" 46' - 5 1/4" FLOOR/ROOF DECK AND FRAMING SCHEDULE SLAB MARK DECK FRAMING FLOOR/ROOF DECK AND FRAMING SCHEDULE D2 3/4" EXECOR DECKING. 1 3/4"x9 1/4" LVL @ 16" O.C. D3 3/4" EXECOR DECKING. (2) 1 3/4"x9 1/4" LVL @ 16" O.C. D1 3/4" EXECOR DECKING. 14" TJI 230 @ 24" O.C. D4 3/4" EXECOR DECKING. 14" TJI 230 @ 16" O.C. FOUNDATION SYMBOLS KEY: INDICATES LOCATION OF CONTRACTION JOINTS. SEE TYPICAL SLAB DETAIL. INDICATES FOUNDATION WALL STRIP FOOTING INDICATES SPREAD FOOTING & CONCRETE PIER. INDICATES TYP CONC FND WALL INDICATES TYP SHELF IN CONCRETE FOUNDATION WALL PX FX (XXX'-XX") (XXX'-X") INDICATES PIER TYPE. INDICATES TOP OF PIER ELEVATION. INDICATES SPREAD FOOTING TYPE. INDICATES TOP OF SPREAD FOOTING ELELVATION. [+/-0'-0"] INDICATES TOP/FTG ELEVATION FROM DATUM. [-3'-0"] [-4'-0"] TOP/FTG ELEVATION (HIGH SIDE) TOP/FTG ELEVATION (LOW SIDE) INDICATES ELEVATION ELEVATION SCCJ SHADING INDICATES CFMF STUD BEARING WALL 1. SEE DWG S0.01 FOR NOTES 2. SEE S3.00 FOR SLAB DETAILS. 3. FOR REINFORCING AT ICF WALL CORNERS AND INTERSECTIONS SEE 4 AND 5/S3.00. FOUNDATION NOTES Project # Date STREAM Collaborative architecture + landscape architecture dpc 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com A 1 2 3 4 BCD 213 East Seneca Street Ithaca, New York 14850 www.ElwynPalmer.com 607.272.5060 Elwyn Palmer & CONSULTING ENGINEERS, PLLC As indicated 10/7/2021 1:33:51 PMD:\D-JOBS\D-Stream\815 S Aurora St\815 South Aurora St - Bldg C_Structural 12-26-19_V21-RAM.rvt S1.00 FOUNDATION PLAN BLDG C STRM01 OVERLOOK 10/07/21 Visum Development Group 815 South Aurora Street Ithaca, New York 14850 PERMIT SET 1/4" = 1'-0" 1 FOUNDATION PLAN REVISIONS Δ DESCRIPTION DATE D1 D1 D1 D1 D1 ICF WALLS. BASIS OF DESIGN: 8" FOX BLOCKS (13 1/4" OVERALL WIDTH) (TYPICAL) C1 C2 C6 C7 C8 C9 CA CB CC CD CE CF CG D1 (3) 14" LVL D1 S5.031 S5.03 S5.04 1 S5.04 3 S5.04 2 S5.032 S5.033 C3 C4 2 S3.01 2' - 2 3/16" 3' - 0" TYP AT OPENING 4 S3.01 TYP AT CURTAIN WALL C5 3 S3.01 6 S3.01 1 S3.01 3 S3.01 3 S3.01 3 S3.01 3 S3.01 5 S3.01 3 S3.01 5 S3.01 9' - 3 3/8" 13' - 1 5/8" 3' - 6 1/4" 2' - 11 1/4" 3' - 6 1/4" 2' - 11 1/4" COORD W/ ARCH CURTAIN WALL COORD W/ ARCH CURTAIN WALL 6 S5.00 7 S5.00 9 S5.00 8 S5.00 2x12 @ 16" O.C. 3/4" FLOOR SHEATHING AT ALL LANDINGS (2) 2x12 UP PRE-ENGINEERRED AND PRE-FABRICATED WOOD STAIRS. SEE S0.01 FOR STAIR DESIGN LOADS. S5.02 4 4 6 S5.02 S5.02 5 S5.02 5 S5.02 5 S5.02 4 S5.02 4 79' - 10 3/4" 11' - 0 3/4" 2' - 11 1/4" 10' - 9 11/16" 19' - 8 5/16" 1' - 0 1/4" 12' - 5 3/4" 15' - 4 3/4" 6' - 6" 13' - 0" 1' - 0" 5' - 6" 15' - 4 3/4" 6' - 6" 4' - 0" 45' - 4 3/4" 5 1/4" SQUARE PSL COLUMN. FASTEN TO FOUNDATION WITH SIMPSON STRONG-TIE TYPE CB COLUMN BASE (TYPICAL) SWB 25' - 1 1/8" SWB 17' - 8 1/8" 12' - 2 5/16" SWB END OF CURTAINWALL DATUM ELEVATION = TOP OF SUBFLOOR = +9'-6" ABOVE GROUND FLOOR = SITE ELEVATION 743' 1 1/2" 4" 14" LVL 14" LVL 5 1/4" SQUARE PARALLAM D1 5 1/4" SQUARE PARALLAM 5 1/4" SQUARE PARALLAM 6 S5.00 SIM FLOOR/ROOF DECK AND FRAMING SCHEDULE SLAB MARK DECK FRAMING FLOOR/ROOF DECK AND FRAMING SCHEDULE D2 3/4" EXECOR DECKING. 1 3/4"x9 1/4" LVL @ 16" O.C. D3 3/4" EXECOR DECKING. (2) 1 3/4"x9 1/4" LVL @ 16" O.C. D1 3/4" EXECOR DECKING. 14" TJI 230 @ 24" O.C. D4 3/4" EXECOR DECKING. 14" TJI 230 @ 16" O.C. FRAMING SYMBOL KEY: INDICATES 7/16" OSB STRUCTURAL 1 PANEL SHEATHING THIS SIDE OF WALL (UNDER 5/8" GYP) SEE WALL TYP. SHADING INDICATES WOOD FRAME INTERIOR BEARING WALL. MAX STUD SPACING = 16" O.C. ALL EXTERIOR WALLS ARE BEARING WALLS. BEARING/SHEARWALL SWC H# INDICATES SHEAR WALL TYPE. SEE S5.02 FOR SHEAR WALL SCHED & DETAILS INDICATES HEADER. SEE S5.00 FOR HEADER SCHEDULE. IF NO HEADER TYPE IS SHOWN USE H1. REQUIRED HEADER END SUPPORT IS PROVIDED IN THE HEADER SCHEDULE INDICATES PLYWOOD OR OSB WEB "I-JOISTS". JOISTS TO BE EQUAL TO 14" TJI 230 BY WEYERHAUSER @ 16" OC UNLESS NOTED OTHERWISE. INDICATES SOLID SAWN WOOD JOIST. JOIST TO BE 2x10 @ 16" UNO 1. SEE DWG S0.01 FOR NOTES 2. H# REFERS TO HEADER MARK, SEE DWG S5.00 FOR SCHEDULES AND DETAILS 3. SEE S5.02 FOR SHEARWAL SCHEDULE. 4. GRID LINES ARE AT CENTER OF STUD WALL. SEE ARCH FOR ADDITIONAL DIMENSIONS. 5. SEE ARCHITECTURAL DRAWINGS FOR STAIR DIMENSIONS. 6. GYPSUM WALL SHEATHING TO RUN CONTINUOUS BETWEEN STAIR STRINGER AND LANDING SUPPORT FRAMING. SEE DET. 6/S5.00. 7. FRAMING PLAN SHOWS FLOOR PLAN BELOW UNLESS NOTED OTHERWISE. HEADERS SHOWN ON THE FLOOR PLAN ARE FOR SUPPORT OF THAT FLOORS FRAMING OR FOR WINDOW OR DOOR OPENINGS IN THE WALL BELOW. 8. ALL EXTERIOR WALLS ARE SHEARWALL TYPE PSWA. SEE ELEVATIONS FOR EXTENTS. FRAMING NOTES Project # Date STREAM Collaborative architecture + landscape architecture dpc 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com A 1 2 3 4 BCD 213 East Seneca Street Ithaca, New York 14850 www.ElwynPalmer.com 607.272.5060 Elwyn Palmer & CONSULTING ENGINEERS, PLLC As indicated 10/7/2021 1:33:52 PMD:\D-JOBS\D-Stream\815 S Aurora St\815 South Aurora St - Bldg C_Structural 12-26-19_V21-RAM.rvt S1.01 FIRST FLOOR FRAMING PLAN BLDG C STRM01 OVERLOOK 10/07/21 Visum Development Group 815 South Aurora Street Ithaca, New York 14850 PERMIT SET 1/4" = 1'-0" 1 FIRST FLOOR FRAMING PLAN REVISIONS Δ DESCRIPTION DATE 43' - 10 1/8" 6' - 10 7/8" C1 C2 C6 C7 C8 C9 CA CB CC CD CE CF CG D1 D1 D1 D1 D1 D1 (3) 14" LVL D1 S5.031 S5.03 S5.04 1 S5.04 3 S5.04 2 S5.032 S5.033 C3 C4 C5 6 S5.00 7 S5.00 9 S5.00 8 S5.00 2x12 @ 16" O.C. 3/4" FLOOR SHEATHING AT ALL LANDINGS(2) 2x12 DOWN UP PRE-ENGINEERRED AND PRE-FABRICATED WOOD STAIRS. SEE S0.01 FOR STAIR DESIGN LOADS. S5.02 4 4 6 S5.02 S5.02 5 S5.02 5 S5.02 5 S5.02 4 S5.02 4 4 S5.00 3 S5.00 4 S5.00 4 S5.00 3 S5.00 4 S5.00 3 S5.00 4 S5.00 3 S5.00 H1 H1 H1 H1 H1 H1 H2 H1 H1 H1 H1 H1 H1 H1H1 H1 H1H1H1H2 79' - 10 3/4" 11' - 0 3/4" 2' - 11 1/4" 10' - 9 11/16" 19' - 8 5/16" 1' - 0 1/4" 12' - 5 3/4" 15' - 4 3/4" 6' - 6" 45' - 4 3/4" 13' - 0" 1' - 0" 5' - 6" 15' - 4 3/4" 6' - 6" 4' - 0" 1 S5.00 H3 H3 1 S5.00 SIM5 1/4" SQUARE PSL COLUMN SWB 24' - 8 1/2" SWB 16' - 5 7/8" SWB 12' - 2 3/4" DATUM ELEVATION = TOP OF SUBFLOOR = +9'-6" ABOVE FIRST FLOOR = SITE ELEVATION 752.5' 14" LVL 14" LVL D15 1/4" SQUARE PARALLAM 5 1/4" SQUARE PARALLAM 6 S5.00 SIM 5 1/4" SQUARE PARALLAM FLOOR/ROOF DECK AND FRAMING SCHEDULE SLAB MARK DECK FRAMING FLOOR/ROOF DECK AND FRAMING SCHEDULE D2 3/4" EXECOR DECKING. 1 3/4"x9 1/4" LVL @ 16" O.C. D3 3/4" EXECOR DECKING. (2) 1 3/4"x9 1/4" LVL @ 16" O.C. D1 3/4" EXECOR DECKING. 14" TJI 230 @ 24" O.C. D4 3/4" EXECOR DECKING. 14" TJI 230 @ 16" O.C. FRAMING SYMBOL KEY: INDICATES 7/16" OSB STRUCTURAL 1 PANEL SHEATHING THIS SIDE OF WALL (UNDER 5/8" GYP) SEE WALL TYP. SHADING INDICATES WOOD FRAME INTERIOR BEARING WALL. MAX STUD SPACING = 16" O.C. ALL EXTERIOR WALLS ARE BEARING WALLS. BEARING/SHEARWALL SWC H# INDICATES SHEAR WALL TYPE. SEE S5.02 FOR SHEAR WALL SCHED & DETAILS INDICATES HEADER. SEE S5.00 FOR HEADER SCHEDULE. IF NO HEADER TYPE IS SHOWN USE H1. REQUIRED HEADER END SUPPORT IS PROVIDED IN THE HEADER SCHEDULE INDICATES PLYWOOD OR OSB WEB "I-JOISTS". JOISTS TO BE EQUAL TO 14" TJI 230 BY WEYERHAUSER @ 16" OC UNLESS NOTED OTHERWISE. INDICATES SOLID SAWN WOOD JOIST. JOIST TO BE 2x10 @ 16" UNO 1. SEE DWG S0.01 FOR NOTES 2. H# REFERS TO HEADER MARK, SEE DWG S5.00 FOR SCHEDULES AND DETAILS 3. SEE S5.02 FOR SHEARWAL SCHEDULE. 4. GRID LINES ARE AT CENTER OF STUD WALL. SEE ARCH FOR ADDITIONAL DIMENSIONS. 5. SEE ARCHITECTURAL DRAWINGS FOR STAIR DIMENSIONS. 6. GYPSUM WALL SHEATHING TO RUN CONTINUOUS BETWEEN STAIR STRINGER AND LANDING SUPPORT FRAMING. SEE DET. 6/S5.00. 7. FRAMING PLAN SHOWS FLOOR PLAN BELOW UNLESS NOTED OTHERWISE. HEADERS SHOWN ON THE FLOOR PLAN ARE FOR SUPPORT OF THAT FLOORS FRAMING OR FOR WINDOW OR DOOR OPENINGS IN THE WALL BELOW. 8. ALL EXTERIOR WALLS ARE SHEARWALL TYPE PSWA. SEE ELEVATIONS FOR EXTENTS. FRAMING NOTES Project # Date STREAM Collaborative architecture + landscape architecture dpc 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com A 1 2 3 4 BCD 213 East Seneca Street Ithaca, New York 14850 www.ElwynPalmer.com 607.272.5060 Elwyn Palmer & CONSULTING ENGINEERS, PLLC As indicated 10/7/2021 1:33:53 PMD:\D-JOBS\D-Stream\815 S Aurora St\815 South Aurora St - Bldg C_Structural 12-26-19_V21-RAM.rvt S1.02 SECOND FLOOR FRAMING PLAN BLDG C STRM01 OVERLOOK 10/07/21 Visum Development Group 815 South Aurora Street Ithaca, New York 14850 PERMIT SET 1/4" = 1'-0" 1 SECOND FLOOR FRAMING PLAN REVISIONS Δ DESCRIPTION DATE 43' - 10 1/8" 6' - 10 7/8" C1 C2 C6 C7 C8 C9 CA CA CB CB CC CC CD CD CE CE CF CF CG CG D3 D1 D1 D1 D1 D1 D1 (3) 14" LVL D2 14" LVL S5.031 S5.03 S5.04 1 S5.04 3 S5.04 2 S5.032 S5.033 6 S5.00 1 S5.01 C3 C4 C5 79' - 10 3/4" 11' - 0 3/4" 2' - 11 1/4" 10' - 9 11/16" 19' - 8 5/16" 1' - 0 1/4" 12' - 5 3/4" 15' - 4 3/4" 6' - 6" 45' - 4 3/4" 13' - 0" 1' - 0" 5' - 6" 15' - 4 3/4" 6' - 6" 4' - 0" 13' - 0" 1' - 0" 5' - 6" 15' - 4 3/4" 6' - 6" 4' - 0" 7 S5.00 9 S5.00 8 S5.00 2x12 @ 16" O.C. 3/4" FLOOR SHEATHING AT ALL LANDINGS (2) 2x12 DOWN UP PRE-ENGINEERRED AND PRE-FABRICATED WOOD STAIRS. SEE S0.01 FOR STAIR DESIGN LOADS. S5.02 4 4 6 S5.02 S5.02 5 S5.02 5 S5.02 5 S5.02 4 S5.02 4 4 S5.00 3 S5.00 4 S5.00 4 S5.00 3 S5.00 4 S5.00 H1 H1 H1 H1 H1 H1 H2 H1 H1 H1 H1 H1 H1 H1H1 H1 H1H1H1H2 1 S5.00 H3 H3 1 S5.00 SIM 5 1/4" SQUARE PSL COLUMN 24' - 8 1/2" SWB SWB 16' - 5 7/8" SWB 11' - 10 1/2" 3 S5.00 2x8 STUD WALL ABOVE. 9 1/4" LVL DATUM ELEVATION = TOP OF SUBFLOOR = +9'-6" ABOVE SECOND FLOOR = SITE ELEVATION 762.00' 14" LVL 14" LVL 5 1/4" SQUARE PARALLAM (2) 2X6 BUILT UP POST 5 1/4" SQUARE PSL COLUMN 6 S5.00 SIM (2) 2X6 BUILT UP POST FRAMING SYMBOL KEY: INDICATES 7/16" OSB STRUCTURAL 1 PANEL SHEATHING THIS SIDE OF WALL (UNDER 5/8" GYP) SEE WALL TYP. SHADING INDICATES WOOD FRAME INTERIOR BEARING WALL. MAX STUD SPACING = 16" O.C. ALL EXTERIOR WALLS ARE BEARING WALLS. BEARING/SHEARWALL SWC H# INDICATES SHEAR WALL TYPE. SEE S5.02 FOR SHEAR WALL SCHED & DETAILS INDICATES HEADER. SEE S5.00 FOR HEADER SCHEDULE. IF NO HEADER TYPE IS SHOWN USE H1. REQUIRED HEADER END SUPPORT IS PROVIDED IN THE HEADER SCHEDULE INDICATES PLYWOOD OR OSB WEB "I-JOISTS". JOISTS TO BE EQUAL TO 14" TJI 230 BY WEYERHAUSER @ 16" OC UNLESS NOTED OTHERWISE. INDICATES SOLID SAWN WOOD JOIST. JOIST TO BE 2x10 @ 16" UNO FLOOR/ROOF DECK AND FRAMING SCHEDULE SLAB MARK DECK FRAMING FLOOR/ROOF DECK AND FRAMING SCHEDULE D2 3/4" EXECOR DECKING. 1 3/4"x9 1/4" LVL @ 16" O.C. D3 3/4" EXECOR DECKING. (2) 1 3/4"x9 1/4" LVL @ 16" O.C. D1 3/4" EXECOR DECKING. 14" TJI 230 @ 24" O.C. D4 3/4" EXECOR DECKING. 14" TJI 230 @ 16" O.C. 1. SEE DWG S0.01 FOR NOTES 2. H# REFERS TO HEADER MARK, SEE DWG S5.00 FOR SCHEDULES AND DETAILS 3. SEE S5.02 FOR SHEARWAL SCHEDULE. 4. GRID LINES ARE AT CENTER OF STUD WALL. SEE ARCH FOR ADDITIONAL DIMENSIONS. 5. SEE ARCHITECTURAL DRAWINGS FOR STAIR DIMENSIONS. 6. GYPSUM WALL SHEATHING TO RUN CONTINUOUS BETWEEN STAIR STRINGER AND LANDING SUPPORT FRAMING. SEE DET. 6/S5.00. 7. FRAMING PLAN SHOWS FLOOR PLAN BELOW UNLESS NOTED OTHERWISE. HEADERS SHOWN ON THE FLOOR PLAN ARE FOR SUPPORT OF THAT FLOORS FRAMING OR FOR WINDOW OR DOOR OPENINGS IN THE WALL BELOW. 8. ALL EXTERIOR WALLS ARE SHEARWALL TYPE PSWA. SEE ELEVATIONS FOR EXTENTS. FRAMING NOTES Project # Date STREAM Collaborative architecture + landscape architecture dpc 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com A 1 2 3 4 BCD 213 East Seneca Street Ithaca, New York 14850 www.ElwynPalmer.com 607.272.5060 Elwyn Palmer & CONSULTING ENGINEERS, PLLC As indicated 10/7/2021 1:33:54 PMD:\D-JOBS\D-Stream\815 S Aurora St\815 South Aurora St - Bldg C_Structural 12-26-19_V21-RAM.rvt S1.03 THIRD FLOOR FRAMING PLAN BLDG C STRM01 OVERLOOK 10/07/21 Visum Development Group 815 South Aurora Street Ithaca, New York 14850 PERMIT SET 1/4" = 1'-0" 1 THIRD FLOOR FRAMING PLAN REVISIONS Δ DESCRIPTION DATE D4 C1 C2 C6 C7 C8 C9 CA CA CB CB CC CC CD CD CE CE CF CF CG CG ROOF TOP EQUIPMENT COLLATERAL LOAD = 20 PSF (SHOWN HATCHED) D4 D1 MECHANICAL EQUIPMENT ENCLOSURE SPACE JOISTS @ 16" O.C. AT D4 D1 S5.031 S5.03 S5.04 1 S5.04 3 S5.04 2 S5.032 S5.033 C3 C4 3 5/8" C5 79' - 10 3/4" 11' - 0 3/4" 2' - 11 1/4" 10' - 9 11/16" 19' - 8 5/16" 1' - 0 1/4" 12' - 5 3/4" 15' - 4 3/4" 6' - 6" 2 S5.01 3 S5.01 3 S5.01 2 S5.01 2 S5.01 3 S5.01 2 S5.01 3 S5.01 2 S5.01 3 S5.01 2 S5.01 3 S5.01 5' - 8 15/16" 4' - 9 1/4" 5' - 4 5/16" 5' - 7" 5' - 3 1/4" 5' - 3 1/4" 12' - 10 9/16" 28' - 11 1/4" 16' - 0" 4 S5.01 TYP 4 SIDES L2x2x1/4" DIAGONAL BRACE (2 EACH END) L2x2x1/4" DIAGONAL BRACE (TYP AT CORNERS) S5.02 4 4 6 S5.02 S5.02 5 S5.02 5 S5.02 5 S5.02 4 S5.02 4 LOCATE L3x3x1/4" STEEL STRUT AT TOP OF EACH SUPPORT L2X2x1/4" CONTINUOUS ALONG TOP AND BOTTOM OF ENCLOSURE. (TYP)DIAGONAL BRACE AT EACH VERTIAL SUPPORT 45' - 4 3/4" 13' - 0" 1' - 0" 5' - 6" 15' - 4 3/4" 6' - 6" 4' - 0" H1 H1 H1 H1 H2 H1 H1 H1 H1 H1 H1 H1H1 H1 H1H1H1 H1H1 H3 H3 1 S5.00 SIM5 1/4" SQUARE PSL COLUMN SWB 25' - 1 1/8" SWB 16' - 5 7/8" SWB 12' - 2 3/4" DATUM ELEVATION = TOP OF ROOF SHEATHING = +9'-6" ABOVE THIRD FLOOR = SITE ELEVATION 771.39' D1 ROOF HATCH 1 3/4x14 1 3/4x14 14" LVL 14" LVL (3)1 3/4x14 (2) 2x6 BUILT UP POST 14" LVL (2) 14" LVL (2) 2x6 BUILT UP POST 5 1/4" SQUARE PARALAM FLOOR/ROOF DECK AND FRAMING SCHEDULE SLAB MARK DECK FRAMING FLOOR/ROOF DECK AND FRAMING SCHEDULE D2 3/4" EXECOR DECKING. 1 3/4"x9 1/4" LVL @ 16" O.C. D3 3/4" EXECOR DECKING. (2) 1 3/4"x9 1/4" LVL @ 16" O.C. D1 3/4" EXECOR DECKING. 14" TJI 230 @ 24" O.C. D4 3/4" EXECOR DECKING. 14" TJI 230 @ 16" O.C. FRAMING SYMBOL KEY: INDICATES 7/16" OSB STRUCTURAL 1 PANEL SHEATHING THIS SIDE OF WALL (UNDER 5/8" GYP) SEE WALL TYP. SHADING INDICATES WOOD FRAME INTERIOR BEARING WALL. MAX STUD SPACING = 16" O.C. ALL EXTERIOR WALLS ARE BEARING WALLS. BEARING/SHEARWALL SWC H# INDICATES SHEAR WALL TYPE. SEE S5.02 FOR SHEAR WALL SCHED & DETAILS INDICATES HEADER. SEE S5.00 FOR HEADER SCHEDULE. IF NO HEADER TYPE IS SHOWN USE H1. REQUIRED HEADER END SUPPORT IS PROVIDED IN THE HEADER SCHEDULE INDICATES PLYWOOD OR OSB WEB "I-JOISTS". JOISTS TO BE EQUAL TO 14" TJI 230 BY WEYERHAUSER @ 16" OC UNLESS NOTED OTHERWISE. INDICATES SOLID SAWN WOOD JOIST. JOIST TO BE 2x10 @ 16" UNO 1. SEE DWG S0.01 FOR NOTES 2. H# REFERS TO HEADER MARK, SEE DWG S5.00 FOR SCHEDULES AND DETAILS 3. SEE S5.02 FOR SHEARWAL SCHEDULE. 4. GRID LINES ARE AT CENTER OF STUD WALL. SEE ARCH FOR ADDITIONAL DIMENSIONS. 5. SEE ARCHITECTURAL DRAWINGS FOR STAIR DIMENSIONS. 6. GYPSUM WALL SHEATHING TO RUN CONTINUOUS BETWEEN STAIR STRINGER AND LANDING SUPPORT FRAMING. SEE DET. 6/S5.00. 7. FRAMING PLAN SHOWS FLOOR PLAN BELOW UNLESS NOTED OTHERWISE. HEADERS SHOWN ON THE FLOOR PLAN ARE FOR SUPPORT OF THAT FLOORS FRAMING OR FOR WINDOW OR DOOR OPENINGS IN THE WALL BELOW. 8. ALL EXTERIOR WALLS ARE SHEARWALL TYPE PSWA. SEE ELEVATIONS FOR EXTENTS. FRAMING NOTES Project # Date STREAM Collaborative architecture + landscape architecture dpc 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com A 1 2 3 4 BCD 213 East Seneca Street Ithaca, New York 14850 www.ElwynPalmer.com 607.272.5060 Elwyn Palmer & CONSULTING ENGINEERS, PLLC As indicated 10/7/2021 1:33:55 PMD:\D-JOBS\D-Stream\815 S Aurora St\815 South Aurora St - Bldg C_Structural 12-26-19_V21-RAM.rvt S1.04 ROOF FRAMING PLAN BLDG C STRM01 OVERLOOK 10/07/21 Visum Development Group 815 South Aurora Street Ithaca, New York 14850 PERMIT SET 1/4" = 1'-0" 1 ROOF FRAMING PLAN REVISIONS Δ DESCRIPTION DATE TAPERED PLATE DOWELS @ 18" O.C. EQUAL TO DIAMOND DOWEL SYSTEM BY PNA CONSTRUCTION TECHNOLOGIES. SET BULK-HEAD @ REQ'D ELEV & STAKE SECURELY TO SUBGRADE. USE CONSTRUCTION (COLD) JOINTS WHERE REQUIRED FOR CONSTRUCTION SEQUENCING OR INTERRUPTION DURING POUR. LOCATE JOINTS TO COINCIDE WITH CONTRACTION JOINTS INDICATED ON FOUNDATION PLAN. DEPRESS OR RECESS SLAB FOR FLOOR FINISH WHERE SHOWN ON PLAN COORDINATE DEPTH AND BOUNDS WITH ARCH DWGS SEE TYPICAL SLAB ON GRADE CONSTRUCTION DETAIL MIN 1' - 6" TYP UNO 5" TYP UNO 5" SLAB DEPRESS SLAB RECESS 8" FORMS VERTICAL BARS AS SPEC'D 90 DEG CORNER BAR LAP BARS MIN. 40 BAR DIAMETERS HORIZONTAL BARS AS SPEC'D PROVIDE ICF T-BLOCK AT INTERSECTION 90 DEG. CORNER BAR LAP BARS MIN. 40 BAR DIAMETERS HORIZONTAL BARS AS SPEC'D VERTICAL BARS AS SPEC'D 8" 90 DEG CORNER FORM SAW-CUT CONTROL JOINTS WITHIN 4 HOURS OF FINAL FINISH USING THE EARLY ENTRY DRY CUT SAW METHOD. LOCATE JOINTS AS SHOWN ON PLAN OR AT 12' O.C. IF NOT SHOWN. REINF W/ 6x6-W2.9xW2.9 WWF UNO. SUPPORT MESH ON WIRE BASKETS OR CONCRETE BRICK. SUPPORT MESH AND PULL-UP DURING PLACEMENT SO THAT MESH IS LOCATED BETWEEN 1" AND 1 1/2" FROM TOP OF SLAB. D/4 10 MIL POLY VAPOR BARRIER UNDISTURBED EARTH OR COMPACTED SELECT STRUCTURAL FILL AS REQD TO BRING TO PROPER GRADE SEE NOTES FOR CURING AND FINISH REQUIREMENT MIN 6" COMPACTED SELECT STRUCTURAL FILL ALL SAW-CUT CONTROL JOINTS TO BE FILLED WITH A POLYUREA JOINT FILLER (SEE NOTES). ALLOW SLAB TO CURE MIN 30 DAYS BEFORE FILLING JOINTS. PARALLAM COLUMN POST UNDISTURBED SOIL OR COMPETENT BEDROCK SIMPSON STRONG TIE TYPE CB COLUMN BASE. SLAB ON GRADE T/SLAB ELEV SEE PLAN EQ EQ COMPACTED SLAB SUBBASE 1' - 4" (3) #4 EACH WAY SQUARE 3' - 0" Project # Date STREAM Collaborative architecture + landscape architecture dpc 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com A 1 2 3 4 BCD 213 East Seneca Street Ithaca, New York 14850 www.ElwynPalmer.com 607.272.5060 Elwyn Palmer & CONSULTING ENGINEERS, PLLC As indicated 10/7/2021 1:33:56 PMD:\D-JOBS\D-Stream\815 S Aurora St\815 South Aurora St - Bldg C_Structural 12-26-19_V21-RAM.rvt S3.00 FOUNDATION DETAILS STRM01 OVERLOOK 10/07/21 Visum Development Group 815 South Aurora Street Ithaca, New York 14850 PERMIT SET 1 1/2" = 1'-0" 2 SLAB COLD JOINT 1 1/2" = 1'-0" 1 SLAB RECESS/DEPRESS DET 1" = 1'-0" 4 TEE WALL, 8" FORMS 1" = 1'-0" 5 90 DEGREE CORNER, 8" FORMS 1 1/2" = 1'-0" 3 SLAB ON GRADE REVISIONS Δ DESCRIPTION DATE 3/4" = 1'-0" 6 INTERIOR SPREAD FOOTING DETAIL FNDN WALL WATERPROOFING SEE ARCH. #5 DOWELS x 2'-8" LONG @ 1'-0" O.C. SEE TYP SLAB ON GRADE DETAIL EXG UNDISTURBED SUBGRADE (ROCK) T/SLAB SEE PLAN T/SLAB SEE PLAN T/FTG FOOTING DRAIN ICF FOUNDATION WALL 8" FOX BLOCKS SEE PLAN WALL FOOTING 8" UNREINFORCED CONCRETE FOOTING REINFORCE WALL WITH HELIX TWISTED STEEL MICRO-REBAR (DOSAGE DETERMINED BY MANUFACTURER) IMPORTED STRUCTURAL FILL OR FLOWABLE FILL (CLSM) 2x8 @ 16" STUD WALL 2x8 P.T. SILL PLATE. BOLT TO FNDN WITH 1/2" DIA x 8" HD GALV ANCHOR BOLTS @ 2'-0" O.C. W/ HD GALV WASHERS. 2 5/8" 8" CONC 2 5/8" FIRST FLOOR SEE PLAN EQ EQ T/ICF SEE PLAN 7 1/4" GRADE - SEE SITE PLANS ICF FOUNDATION WALL 8" FOX BLOCKS IMPORTED STRUCTURAL FILL OR FLOWABLE FILL (CLSM) EXTERIOR DOOR COORD W/ DOOR THRESHOLD EXTERIOR ENTRY SLAB FNDN WALL WATERPROOFING SEE SPEC. REINFORCE WALL WITH HELIX TWISTED STEEL MICRO-REBAR (DOSAGE DETERMINED BY MANUFACTURER) #5 DOWELS x 2'-8" LONG @ 1'-0" O.C. EXG UNDISTURBED SUBGRADE (ROCK) T/FTG SEE PLAN FOOTING DRAIN SEE PLAN WALL FOOTING 8" UNREINFORCED CONCRETE FOOTING 2 5/8" 8" 2 5/8" FND WALL 1' - 1 1/4" ICF2x10 LEDGER 3/4" T&G FLR SHEATHING 2x10 @ 16" O.C. SEE PLAN FIRST FLOOR SEE PLAN T/ICF SEE PLAN TAPER INSULATION AT TOP OF WALL. 3 5/8" FULL DEPTH BLOCKING AT 2'-0" OC. TYP. BEARING WALL OR SHEAR WALL PARTITION SEE PLAN FOR LOC'N #4x5'-0" @ 12" O.C. VAPOR BARRIER. SEE TYPICAL SLAB ON GRADE DETAIL. (TYP) 2' - 0" (3) - #4 CONT #4 TIES @ 12" O.C. 4" WITH 1/2" DIA HD GALV ANCHOR BOLTS @ 2'-0" O.C. W/ HD GALV WASHERS. CL OF WALL AND HAUNCHED SLAB 3" 12" P.T. SILL PLATE COMPACTED SLAB SUBBASE. UNDISTURBED SOIL OR BEDROCK. 1' - 4" 1 1/4" RIM JOIST 2x8 @ 16" STUD WALL 3/4" T&G FLR SHEATHING 14" TJI @ 16" O.C. SEE PLAN 2x8 P.T. SILL PLATE. BOLT TO FNDN WITH 1/2" DIA x 8" HD GALV ANCHOR BOLTS @ 2'-0" O.C. W/ HD GALV WASHERS. SEE ARCH FOR INT. FINISH FOUNDATION WALL WATERPROOFING SEE SPEC.FND WALL 1' - 1 1/4" ICF 2 5/8" 8" CONC 2 5/8" T/SLAB SEE PLAN #5 DOWELS x2'8" LONG @ 1'-0" O.C. FIRST FLOOR SEE PLAN FLR ELEV SEE PLAN SEE TYP STRUCTURAL SLAB DETAIL EXG UNDISTURBED SUBGRADE OR IMPORTED STRUCTURAL FILL #4x24" DOWELS @ 2' O.C. UNREINFORCED CONCRETE FOOTING T/FTG SEE PLAN FOOTING DRAIN EQ EQ BASEMENT T/ICF SEE PLAN SEE PLAN WALL FOOTING 1' - 0" 8" REINFORCE WALL WITH HELIX TWISTED STEEL MICRO-REBAR (DOSAGE DETERMINED BY MANUFACTURER) 7 1/4" SIMPSON STRONG-TIE ICFVL-W WOOD LEDGER CONNECTOR @ 1'-6" O.C. ICF FOUNDATION WALL 8" FOX BLOCKS GRADE - SEE SITE PLANS 8" CMU WALL MATCH VERT REINF FLR ELEV SEE PLAN SEE TYP SLAB ON GRADE DETAIL EXG ROCK #4x24" DOWELS @ 2' O.C. T/FTG SEE PLAN FOOTING DRAIN 8" BOND BEAM W/(1) #5 CONTINUOUS #5x20" DOWELS @ 2' O.C. BACKFILL W/ STRUCT. FILL COMPACT TO 95% MOD PROCTOR SEE TYP STRUCTURAL SLAB DETAIL BASEMENT INTERIOR FLOOR SLAB NOTE, AT CONTRACTORS OPTION: DOWELS MAY BE DRILLED INTO WALL (GROUT NOT REQUIRED) OR A DOWEL SLEEVE SUCH AS SPEED DOWEL BY SIKA OR EQUAL MAY BE USED. SEE PLAN WALL FTG #5@ 32" O.C. EXG ROCK SEE FOUNDATION PLAN FIRST FLOOR 1 1/4" RIM JOIST 3/4" T&G FLR SHEATHING 14" TJI @ 16" O.C. SEE PLAN SEE ARCH FOR INT. FINISH SIMPSON STRONG-TIE ICFVLW WOOD LEDGER CONNECTOR @ 1'-6" O.C. FULL DEPTH BLOCKING AT 2'-0" OC. TYP. ICF FOUNDATION WALL 8" FOX BLOCKS IMPORTED STRUCTURAL FILL OR FLOWABLE FILL (CLSM) CURTAIN WALL. COORD W/ ARCH FNDN WALL WATERPROOFING SEE SPEC. REINFORCE WALL WITH HELIX TWISTED STEEL MICRO-REBAR (DOSAGE DETERMINED BY MANUFACTURER) #5 DOWELS x 2'-8" LONG @ 1'-0" O.C. EXG UNDISTURBED SUBGRADE (ROCK) T/FTG SEE PLAN FOOTING DRAIN SEE PLAN WALL FOOTING 8" UNREINFORCED CONCRETE FOOTING 2 5/8" 8" 2 5/8" FND WALL 1' - 1 1/4" ICF2x10 LEDGER 3/4" T&G FLR SHEATHING 2x10 @ 16" O.C. SEE PLAN FIRST FLOOR SEE PLAN T/ICF SEE PLAN GRADE - SEE SITE PLANS 3 5/8" 1 1/4" RIM JOIST 2x8 @ 16" STUD WALL 3/4" T&G FLR SHEATHING 14" TJI @ 16" O.C. SEE PLAN 2x8 P.T. SILL PLATE. BOLT TO FNDN WITH 1/2" DIA x 8" HD GALV ANCHOR BOLTS @ 2'-0" O.C. W/ HD GALV WASHERS. SEE ARCH FOR INT. FINISH FOUNDATION WALL WATERPROOFING SEE SPEC.FND WALL 1' - 1 1/4" ICF 2 5/8" 8" CONC 2 5/8" T/SLAB SEE PLAN #5 DOWELS x2'8" LONG @ 1'-0" O.C. FIRST FLOOR SEE PLAN FLR ELEV SEE PLAN SEE TYP STRUCTURAL SLAB DETAIL EXG UNDISTURBED SUBGRADE OR IMPORTED STRUCTURAL FILL #4x24" DOWELS @ 2' O.C. UNREINFORCED CONCRETE FOOTING T/FTG SEE PLAN FOOTING DRAIN EQ EQ BASEMENT T/ICF SEE PLAN SEE PLAN WALL FOOTING 1' - 0" 8" REINFORCE WALL WITH HELIX TWISTED STEEL MICRO-REBAR (DOSAGE DETERMINED BY MANUFACTURER) 7 1/4" SIMPSON STRONG-TIE ICFVL-W WOOD LEDGER CONNECTOR @ 1'-6" O.C. ICF FOUNDATION WALL 8" FOX BLOCKS GRADE - SEE SITE PLANS FULL DEPTH BLOCKING AT 2'-0" OC. TYP. Project # Date STREAM Collaborative architecture + landscape architecture dpc 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com A 1 2 3 4 BCD 213 East Seneca Street Ithaca, New York 14850 www.ElwynPalmer.com 607.272.5060 Elwyn Palmer & CONSULTING ENGINEERS, PLLC As indicated 10/7/2021 1:33:57 PMD:\D-JOBS\D-Stream\815 S Aurora St\815 South Aurora St - Bldg C_Structural 12-26-19_V21-RAM.rvt S3.01 FOUNDATION DETAILS STRM01 OVERLOOK 10/07/21 Visum Development Group 815 South Aurora Street Ithaca, New York 14850 PERMIT SET 3/4" = 1'-0" 1 FOUNDATION WALL DETAIL 2 3/4" = 1'-0" 2 FOUNDATION WALL DETAIL @ ENTRY 1 1/2" = 1'-0" 7 TYPICAL THICKENED SLAB FOOTING DETAIL 3/4" = 1'-0" 3 FNDN WALL DETAIL1 1/2" = 1'-0" 6 INTERIOR FNDN WALL DETAIL 3/4" = 1'-0" 4 FOUNDATION WALL DETAIL @ CURTAIN WALL 3/4" = 1'-0" 5 FNDN WALL DETAIL 3 REVISIONS Δ DESCRIPTION DATE CONTINUOUS 1 1/4" RIM BOARD I- JOISTS @ 16" OC JOINT SHEATHING AT MID HEIGHT OF RIM JOIST. DO NOT JOINT AT TOP OR BOTTOM OF SILL PLATES. TYP EXT WALL 2x8 @ 16 W/ EXT SHEATHING 3/4" FLOOR SHEATHING GLUED & NAILED I-JOIST OR RIM JOIST BLOCKING @ 2' O.C. @ END WALLS SEE PLAN TOENAIL 16d @ 16" EXT WALL SYSTEM SEE ARCH 8d @ 6" O.C. NOTE: SEE STRUCTURAL NOTES, SHEET S001, FOR MATERIAL NOTES & ADDITIONAL INFO. FIN CONTINUOUS 1 1/4" RIM BOARD 3/4" FLOOR SHEATHING GLUED & NAILED TJI FLOOR JOIST @ 16" O.C. TYP EXT WALL 2x8 @ 16 W/ EXT SHEATHING (1) 10d T&B FLOOR EXT WALL SYSTEM SEE ARCH 8d@6" O.C. JOINT SHEATHING @ MID HEIGHT OF RIM JOIST. DO NOT JOINT AT SILL PLATES HEADER SCHEDULE HEADER TYPE H1 SIZE T/BEAM ELEV END SUPPORTS NOTES 14" LVL WINDOW HEADER (2) JACK STUD SEE TYP WINDOW HEADER 5/S5.00 4 1/2" 2" 2" EQEQ MULTI-PLY HEADER CONNECTION -SAWN 5 1/4" 2" 2" EQEQ MULTI-PLY HEADER CONNECTION - LVL (2) ROWS 16d@12" O.C. EA. SIDE (2x6 & 2x8) (3) ROWS 16d @ 12" O.C. EA. SIDE (2x10) (3) ROWS 16d@12" O.C. EA. SIDE SEE SCHEDULE EXT. STRUCT. SHEATHING HEADER. SEE PLAN & HEADER SCHEDULE 2x8 CONT BOTTOM ROUGH OPENING SEE ARCH FOR WINDOW/ DOOR HEAD DETAILS AND FOR FLASHING, SEALING, AND INSULATION @ HEADERS TYPICAL WINDOW HEADER DETAIL (2) JACK STUD H2 14" LVL WINDOW HEADER SEE TYP WINDOW HEADER 5/S500 (2) JACK STUD (2) JACK STUD 1 1/4" x 14" RIM JOIST H3 (2) 14" LVL WINDOW HEADER (3) JACK STUD AT ONE END 5 1/4" SQAURE PSL AT EXT. CORNER WOOD I-JOIST SIMPSON LBV JOIST HANGER 3/4" FLOOR SHEATHING WOOD JOIST LVL BEND TAB & FASTEN DAB SUB FLOOR ADHESIVE IN SEAT OF HANGER WOOD JOIST HEADER H3 3/4" FLOOR SHEATHING GLUED & NAILED 2x10 FLOOR JOISTS @ 16" O.C. CURTAIN WALL SEE ARCH SEE PLAN BEAM - SEE PLAN FOR SIZE 2x10 WITH JOIST HANGERS SEE ARCH FOR FINISH SYSTEM 2x10 AT 16" 0.C. 3/4" PLYWOOD "TOP MOUNT" BACKER BLOCK SHALL BE TIGHT TO BOTTOM OF TOP FLANGE WITH 1/4" TO 2" GAP AT TOP OF BOTTOM FLANGE. " FACE MOUNT" BACKER BLOCK SHALL BE TIGHT TO BOTTOM OF TOP FLANGE WITH 1/4" TO 2" GAP AT TOP OF BOTTOM FLANGE. BACKER BLOCK 1/4" TO 2" GAP 1/4" TO 2" GAP • BACKER BLOCKS SHALL BE AT LEAST 12" LONG PER HANGER. • NAILS SHALL BE CLINCHED WHEN POSSIBLE. • VERIFY CAPACITY AND FASTENING REQUIREMENTS OF HANGERS AND CONNECTORS. " FACE MOUNT" TO LVL LVL HEADER BETWEEN JOISTS LVL HEADER BETWEEN JOISTS HEADERED-OFF JOISTS LVL HEADER 3/4" SHEATHING GLUED AND NAILED 1 1/4" RIM JOIST WALL WALL SEE ARCH 2 HR RATED CORRIDOR 2x6 BEARING/SHEAR WALL 2x10 FRAMING (2) LAYERS 5/8" GYP CONT 7/16" STRUCT. 1 SHEATHING (2) LAYERS 5/8" GYP CONT. (2) 1/4" x 5" LAG SCREWS THROUGH GYP @ EA STUD SEE PLAN WALL SEE ARCH 2 HR RATED SHAFT PROVIDE DOUBLE 2x BLOCKING BETWEEN JOISTS & BLOCK TIGHT TO I-JOIST WEB, TO MAINTAIN 2 HR WALL RATING AT FLOOR JOIST PENETRATION THROUGH CHAR CALCULATIONS. REF. NYSBC 703.3 & NDS 16.2.1. FIN FLR FLOOR JOIST SEE PLAN 3/4" SHEATHING GLUED AND NAILED 1/2" STUCTURAL SHEATHING. (2) LAYERS 5/8" GYP 2x4 LEDGER FOR CEILING GYP (2) LAYERS 5/8" GYP WALL TYPE CONT. TO DECK ABOVE (2) ¼” LAG SCREWS X 5” @ 16” O.C CORRIDOR (2) 1/4" x 5" LAG SCREWS THROUGH GYP @ EA STUD Project # Date STREAM Collaborative architecture + landscape architecture dpc 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com A 1 2 3 4 BCD 213 East Seneca Street Ithaca, New York 14850 www.ElwynPalmer.com 607.272.5060 Elwyn Palmer & CONSULTING ENGINEERS, PLLC As indicated 10/7/2021 1:33:57 PMD:\D-JOBS\D-Stream\815 S Aurora St\815 South Aurora St - Bldg C_Structural 12-26-19_V21-RAM.rvt S5.00 FRAMING DETAILS STRM01 OVERLOOK 10/07/21 Visum Development Group 815 South Aurora Street Ithaca, New York 14850 PERMIT SET 3/4" = 1'-0" 3 FLOOR JOIST PARRALEL TO EXTERIOR WALL 3/4" = 1'-0" 4 FLOOR JOISTS BEARING @ EXTERIOR WALL 1 1/2" = 1'-0" 5 HEADER SCHEDULE1 3/4" = 1'-0" 8 TYP FLOOR DETAIL @ FLOOR BEAM 3/4" = 1'-0" 1 FLOOR DETAIL @ EXTERIOR CURTAN WALL 3/4" = 1'-0" 9 FLOOR DETAIL AT INT BEAM 1 1/2" = 1'-0" 2 HEADER AT "I"JOIST 1" = 1'-0" 6 WALL SECTION 1 AT CORRIDOR 3/4" = 1'-0" 7 WALL SECTION 2 AT CORRIDOR REVISIONS Δ DESCRIPTION DATE FLOOR 14" JOIST @ 24" OC 3/4" SUBFLOOR 3/4" TERRACE ROOF DECK TERRACE (2) 9 1/4" LVL'S @ 16" OC 3RD FLOOR LEVEL FULL DEPTH BLOCKING @ 2'-0" O.C. (1) 14" LVL (1) 9 1/4" LVL 7/16" EXT SHEATHING 2x4 @ 16" PARAPET FRAMING (2) 1/4" x 5" SS LAG SCREWS @ 2' OC EXT WALL JOIST BEARING = 36'-8" COPING - SEE ARCH EXTEND WALL FRAMING TO UNDERSIDE OF DECK. NOTE T/WALL SLOPES @ 1/4"/FT TO CORRIDOR. ARCH COORD WITH 3 5/8" 5/8" ROOF SHEATHING 7/16" EXT SHEATHING 2x4 @ 16" OC PARAPET FRAMING COPING - SEE ARCH (2) 1/4" x 5" SS LAG SCREWS @ 24" OC 1 1/4" x 14" RIM JOIST I JOIST OR RIM JOIST BLOCKING BETWEEN JOISTS 8d @ INTO END OF JOISTS, T&B. +8d TOENAIL RIM JOIST TO WALL SILL @ 16" O.C. EXT WALL JOIST SLOPE TOP PLATE @ 1/4" : 1' BEARING = 36'-8" 5/8" ROOF SHEATING ARCH COORD WITH 3 5/8" 3' - 0" ALL STEEL HOT DIP GALVANIZED 1'-0x2'-0"x1/4" FLAT PLATE AT EACH SUPPORT FRAME. 3' - 0" ROOF SYSTEM L3x3x1/4" POST L2x2x1/4" CONTINUOUS AT ENCLOSURE PERIMETER L2x2x1/4" CONTINUOUS AT ENCLOSURE PERIMETER L3x3x1/4" STRUT 1/2"Ø BOLTED CONNECTION (TYP) PROVIDE ROOF MEMBRANE PROTECTION L2x2x1/4" DIAGONAL STRUT L3x3x1/4" 3/16 1' - 0" T/ENCLOSURE SEE ARCH 50# SANDBAG BALLAST. FIRE TREATED 2x6 WOOD LUMBER (TYP) 1" GAP Project # Date STREAM Collaborative architecture + landscape architecture dpc 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com A 1 2 3 4 BCD 213 East Seneca Street Ithaca, New York 14850 www.ElwynPalmer.com 607.272.5060 Elwyn Palmer & CONSULTING ENGINEERS, PLLC As indicated 10/7/2021 1:33:58 PMD:\D-JOBS\D-Stream\815 S Aurora St\815 South Aurora St - Bldg C_Structural 12-26-19_V21-RAM.rvt S5.01 FRAMING DETAILS STRM01 OVERLOOK 10/07/21 Visum Development Group 815 South Aurora Street Ithaca, New York 14850 PERMIT SET 3/4" = 1'-0" 1 TERRACE DETAIL @ 3RD FLOOR 1 1/2" = 1'-0" 2 ROOF TYP @ END WALLS 1 1/2" = 1'-0" 3 ROOF EDGE DETAIL @ BEARING EXT WALLS 1" = 1'-0" 4 ROOF ENCLOSURE SUPPORT DETAIL REVISIONS Δ DESCRIPTION DATE SIMPSON TIE-DOWN HTT4 ICF FNDN WALL T/SLAB SEE PLAN #5 DOWELS x2'8" LONG @ 1'-0" O.C. FLR ELEV SEE PLAN SEE TYP SLAB DETAIL EXG UNDISTURBED SUBGRADE OR IMPORTED STRUCTURAL FILL UNREINFORCED CONCRETE FOOTING T/FTG SEE PLAN FOOTING DRAIN SEE PLAN WALL FOOTING 1' - 4" 8" REINFORCE WALL WITH HELIX TWISTED STEEL MICRO-REBAR (DOSAGE DETERMINED BY MANUFACTURER) 7" 2x4 PARTITION WALL T/SUBFLOOR DOUBLE TOP PLATE STUDWALL @ 16" O.C. EXTEND TO UNDERSIDE OF DECK @ SHEAR WALLS 7/16" STRUCT 1 SHEATHING ONE SIDE OF WALL. EXTEND TO UNDERSIDE OF DECK. SEE SHEARWALL SCHEDULE FOR NAILING. 3/4" FLOOR SHEATHING STUD PLATE (2) 1/4" LAG SCREWS x5" @ 16" O.C. 5/8"Ø A325 THREADED ROD COAT THREADS W/ LOCTITE RED AFTER TIGHTENING. (TYP) SIMPSON HTT4 (WHERE REQ'D. SEE SHEARWALL SCHEDULE) SIMPSON HTT4 STRAPS ON PLATES @ PLUMBING STACK PLUMBING STACK WHERE REQ'D SIMPSON LSTA 12 20 GAUGE STRAP TIE 1 1/4" x 12" WITH (10) 10D NAILS, BOTH SIDES REQUIRED FOR PLATE PENETRATIONS> 2 1/2". INTERIOR PARTITION WALL STRUCT 1 SHEATHING GYP STUD WALL - PARTY WALL. SEE ARCH FOR WALL TYPE. DOUBLE STUD @ END OF PANEL 3 1/2" 8d @ 6" OR 4" SEE SCHEDULE SIMPSON HTT4 (WHERE REQ'D. SEE SHEARWALL SCHEDULE) 5/8"Ø A325 THREADED ROD SHEAR WALL SCHEDULE SHEAR WALL TYPE TYPE PSWA (7.) SHEATHING TYPE SHEATHING THICKNESS MINIMUM NAIL PENTRATION NAIL SIZE NAIL SPACING AT PANEL EDGES (IN) 1 3/8" 8d 6" TYPE SWC (9) 7/16" 1 3/8" 6" NAIL SPACING INTERMEDIATE STUDS (IN) 4" (6.) SHEATHING PANEL ORIENTATION MAX STUD SPACING 16" 8d VERT OR HOR 16" TIE-DOWNS TOP PLATE (2) 2x6 STRUCTURAL1 ZIP SYTEM STRUCTURAL 1 SIMPSON HTT4. SEE PLAN FOR LOCATION (8) (2) 2x6 VERT OR HOR TYPE SWB 1 3/8" 6" 8d 16" (2) 2x6 VERT OR HOR STRUCTURAL 1 1. BLOCKING IS REQUIRED AT ALL UNSUPPORTED EDGES. 2. STAGGER JOINTS IN TOP PLATES, MIN 4' LAP. NAIL PLATES TOGETHER W/ (2) 16D @ 12" O.C. 3. IF WALLS ARE PANELIZED, EXTEND/HOLD BACK SHEATHING SO SIDE JOINTS SHARE A STUD. ALTERNATE: NAIL SIDE STUDS AT ADJACENT PANELS TOGETHER WITH (2) 16d @ 8" O.C. PANELS THAT DO NOT ADJOIN TIGHTLY AT SIDE JOINTS ARE TO BE SHIMMED PRIOR TO NAILING. 4. IF WALLS ARE PANELIZED, FIELD INSTALL SECOND TOP PLATE AND STAGGER BUTT JOINTS. 5. DO NOT BREAK SHEATHING AT SILL PLATES. LAP SHEATHING OVER RIM JOIST AS PER DETAILS. 6. PER NDS TABLE 4.4.1 FOR COMBINED SHEAR AND LIFT. ALT: USE DOUBLE ROW @ 6" O.C. TOP & BOTTOM PLATE EDGES. 7. PSWA TYPICAL ALL EXTERIOR WALLS. 8. NOTE TIE-DOWNS NOT REQUIRED ABOVE THE 4TH FLOOR. 9. ALL CORRIDOR WALLS ARE TYPE SWC. NOTES: NOT REQ'D 7/16" NAIL SPACING PANEL TOP & BOTTOM 12" 12" 12" 4" (6.) 4" (6.) SIMPSON HTT4. SEE PLAN FOR LOCATION (8) 7/16" DOUBLE STUD @ END OF SHEARWALL PANEL (TYP) 5/8"Ø A325 THREADED ROD MARR THREADS AFTER TIGHTENING NUT (BOTH ENDS) SIMPSON TIE DOWN SEE SCHEDULE PROVIDE 2x2x1/4" PLATE WASHER T&B - SEE ARCH EXT WALL SYSTEM 2x8 EXT. WALL STRUCT 1 SHEATHING GYP INT. FACE OF ICF WALL STUD WALL - PARTY WALL OR STAIRWALL DOUBLE STUD OFFSET FROM END OF WALL PANEL TO PASS BY ICF INSULATION AT BASEMENT LEVEL. 3 5/8" 3 5/8" 10 5/8" 7" 8d @ 6" OR 4" SEE SCHEDULE SIMPSON HTT4 (WHERE REQ'D. SEE SHEARWALL SCHEDULE) 5/8"Ø A325 THREADED ROD 2x8 EXT. WALL 8D @ 6" OR 4" @ PANEL EDGES SEE SCH. T/SUBFLOOR 7" DOUBLE TOP PLATE STUDWALL @ 16" O.C. EXTEND TO UNDERSIDE OF DECK @ SHEAR WALLS 7/16" STRUCT 1 SHEATHING ONE SIDE OF WALL. EXTEND TO UNDERSIDE OF DECK JOIST BEARING 3/4" FLOOR SHEATHING STUD PLATE (2) 1/4" LAG SCREWS x5" @ 16" O.C. 1 1/4" RIM JOIST JOINT SHEATHING BLOCKING 5/8"Ø A325 THREADED ROD COAT THREADS W/ LOCTITE RED AFTER TIGHTENING. (TYP) SIMPSON HTT4 (WHERE REQ'D. SEE SHEARWALL SCHEDULE) SIMPSON HTT4 3/4" FLOOR SHEATHING STRUCTURAL SHEATING (SEE NOTES S0.01) 14" TJI SEE PLAN SEE WALL TYPE 5/8" GYP 2x4 LEDGER FOR CEILING GYP 1/2" STRUCTURAL SHEATHING WALL TYPE CONT. TO DECK ABOVE (2) ¼” LAG SCREWS X 5” @ 16” O.C 5/8"Ø A325 THREADED ROD - SEE ARCH EXT WALL SYSTEM 1' - 0" 3 5/8" 3 5/8" ICF FNDN WALL HEAVY HEX NUT W/ HARDENED WASHER 2x8 EXT WALL MARR THREADS AFTER TIGHTENING NUT (BOTH ENDS) SIMPSON TIE DOWN SEE SCHEDULE Project # Date STREAM Collaborative architecture + landscape architecture dpc 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com A 1 2 3 4 BCD 213 East Seneca Street Ithaca, New York 14850 www.ElwynPalmer.com 607.272.5060 Elwyn Palmer & CONSULTING ENGINEERS, PLLC As indicated 10/7/2021 1:33:59 PMD:\D-JOBS\D-Stream\815 S Aurora St\815 South Aurora St - Bldg C_Structural 12-26-19_V21-RAM.rvt S5.02 SHEAR WALL SCHEDULE, ELEVATIONS & DETAILS STRM01 OVERLOOK 10/07/21 Visum Development Group 815 South Aurora Street Ithaca, New York 14850 PERMIT SET 3/4" = 1'-0" 2 TYP SHEARWALL TIE-DOWN CONNECTOR @ SECOND FLOOR 3/4" = 1'-0" 1 TYP SHEARWALL CONNECTOR 3/4" = 1'-0" 4 PLAN @ INT. SHEAR PANEL 3/4" = 1'-0" 8 TYP SHEARWALL CONNECTOR 2 3/4" = 1'-0" 5 PLAN @ INT. SHEAR PANEL1 3/4" = 1'-0" 3 SECTION @ INT. SHEARWALL @ EXT WALL 3/4" = 1'-0" 6 FLOOR DETAIL @ DEMISING WALL SHEARWALL 3/4" = 1'-0" 7 TYP SHEARWALL TIE-DOWN DETAIL REVISIONS Δ DESCRIPTION DATE FOUNDATION PLAN 0' - 0" FIRST FLOOR FRAMING PLAN 9' - 6" SECOND FLOOR FRAMING PLAN 18' - 9 7/8" THIRD FLOOR FRAMING PLAN 28' - 1 3/4" ROOF FRAMING PLAN 37' - 5 5/8" CACBCCCDCECFCG S5.02 7 S5.02 8 S5.02 8 S5.02 7 S5.02 8 S5.02 8 PSWA FOUNDATION PLAN 0' - 0" FIRST FLOOR FRAMING PLAN 9' - 6" SECOND FLOOR FRAMING PLAN 18' - 9 7/8" THIRD FLOOR FRAMING PLAN 28' - 1 3/4" ROOF FRAMING PLAN 37' - 5 5/8" CACBCCCDCECFCG SWB S5.02 8 S5.02 8 S5.02 8 S5.02 8 S5.02 8 S5.02 8 S5.02 2 S5.02 2 SIM SIM SIM SIM SIM SIM SIM SIM FOUNDATION PLAN 0' - 0" FIRST FLOOR FRAMING PLAN 9' - 6" SECOND FLOOR FRAMING PLAN 18' - 9 7/8" THIRD FLOOR FRAMING PLAN 28' - 1 3/4" ROOF FRAMING PLAN 37' - 5 5/8" CBCCCDCECF SWB S5.02 3S5.02 1 S5.02 3S5.02 1 S5.02 3S5.02 1 S5.02 2S5.02 2 SIM FOUNDATION PLAN 0' - 0" FIRST FLOOR FRAMING PLAN 9' - 6" SECOND FLOOR FRAMING PLAN 18' - 9 7/8" THIRD FLOOR FRAMING PLAN 28' - 1 3/4" ROOF FRAMING PLAN 37' - 5 5/8" T/FTG -0' - 4" CB CC CD CE S5.02 1 S5.02 1 S5.02 1 S5.02 2 SIM S5.02 2 S5.02 3 S5.02 3 S5.02 3 SWB Project # Date STREAM Collaborative architecture + landscape architecture dpc 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com A 1 2 3 4 BCD 213 East Seneca Street Ithaca, New York 14850 www.ElwynPalmer.com 607.272.5060 Elwyn Palmer & CONSULTING ENGINEERS, PLLC 3/16" = 1'-0" 10/7/2021 1:34:01 PMD:\D-JOBS\D-Stream\815 S Aurora St\815 South Aurora St - Bldg C_Structural 12-26-19_V21-RAM.rvt S5.03 SHEARWALL ELEVATIONS STRM01 OVERLOOK 10/07/21 Visum Development Group 815 South Aurora Street Ithaca, New York 14850 PERMIT SET 3/16" = 1'-0" 1 SHEAR WALL ELEVATION 1 3/16" = 1'-0" 2 SHEAR WALL ELEVATION 2 3/16" = 1'-0" 3 SHEAR WALL ELEVATION 3 3/16" = 1'-0" 4 SHEAR WALL ELEVATION 4 REVISIONS Δ DESCRIPTION DATE FOUNDATION PLAN 0' - 0" FIRST FLOOR FRAMING PLAN 9' - 6" SECOND FLOOR FRAMING PLAN 18' - 9 7/8" THIRD FLOOR FRAMING PLAN 28' - 1 3/4" ROOF FRAMING PLAN 37' - 5 5/8" C1C2C6C7C8C9 C3C4C5 S5.02 8 S5.02 8 S5.02 8 S5.02 8 S5.02 7 S5.02 7 PSWA FOUNDATION PLAN 0' - 0" FIRST FLOOR FRAMING PLAN 9' - 6" SECOND FLOOR FRAMING PLAN 18' - 9 7/8" THIRD FLOOR FRAMING PLAN 28' - 1 3/4" ROOF FRAMING PLAN 37' - 5 5/8" C1 C2 C6 C7 C8 C9 C4 C5 PSWA S5.02 8 S5.02 8 S5.02 8 S5.02 8 S5.02 8 S5.02 8 S5.02 8 S5.02 8 S5.02 8 PSWA S5.02 8 S5.02 8 S5.02 8 FOUNDATION PLAN 0' - 0" FIRST FLOOR FRAMING PLAN 9' - 6" SECOND FLOOR FRAMING PLAN 18' - 9 7/8" THIRD FLOOR FRAMING PLAN 28' - 1 3/4" ROOF FRAMING PLAN 37' - 5 5/8" CD CE S5.02 8 S5.02 8 S5.02 7 S5.02 7 PSWA Project # Date STREAM Collaborative architecture + landscape architecture dpc 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com A 1 2 3 4 BCD 213 East Seneca Street Ithaca, New York 14850 www.ElwynPalmer.com 607.272.5060 Elwyn Palmer & CONSULTING ENGINEERS, PLLC 3/16" = 1'-0" 10/7/2021 1:34:02 PMD:\D-JOBS\D-Stream\815 S Aurora St\815 South Aurora St - Bldg C_Structural 12-26-19_V21-RAM.rvt S5.04 SHEARWALL ELEVATIONS STRM01 OVERLOOK 10/07/21 Visum Development Group 815 South Aurora Street Ithaca, New York 14850 PERMIT SET 3/16" = 1'-0" 1 SHEAR WALL ELEVATION 5 3/16" = 1'-0" 2 SHEAR WALL ELEVATION 6 3/16" = 1'-0" 3 SHEAR WALL ELEVATION 7 REVISIONS Δ DESCRIPTION DATE 815 S Aurora St Bldg A and B_Electrical_Revised Permit Drawings.pdf 815 S Aurora St Bldg A and B_Mechanical_Revised Permit Drawings.pdf M C T S EXHAUST GRILLE RETURN GRILLE SUPPLY DIFFUSER VOLUME DAMPER FIRE DAMPER CONTROL DAMPER LEGEND CONNECT TO EXISTING MASTER THERMOSTAT TIME CLOCK DEMOLISHED EXISTING TO REMAIN THERMOSTAT CO2 SENSOR/PTL CONTROLLER FLEX DUCT Project # Date 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAMCOLLABORATIVE/ TAITEM. ALL RIGHTS RESERVED A 1 2 3 4 BCD 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com 1/8" = 1'-0" 8/20/2021 12:53:54 PM M0.00 Notes STRM01 OVERLOOK 06/01/21 CONSTRUCTION SET CONSTRUCTION SET Visum Development Group 815 South Aurora Street Ithaca, New York 14850 A. HEAT PUMP SYSTEMS: 1.During unoccupied periods as determined by 7 day programmable thermostat, the system shall be set back to adjustable setpoint temperatures. 2.During occupied periods as determined by 7 day programmable thermostat, the system shall respond to setpoint temperatures. Each fan coil shall have a thermostat for heating and cooling setpoints. The unit shall remain on until setpoint is reached. 3.The heat pump system is to be the primary heating/cooling system to reach setpoint temperatures. A. In heating mode, the thermostat shall call for heat from the fan coil/heat pump and they shall remain on until satisfying setpoint temperature. If the space temperature cannot be satisfied and the temperature drops 3 degrees below setpoint temperature, the 2nd stage heat 24 Volt DC output shall energize the electric resistance heat relays. The electric heat will be integral to the fan coil. B. In cooling mode, the thermostat shall call for cooling from the fan coil/heat pump and they shall remain on until satisfying setpoint temperature. In cooling mode, the electric resistance heat shall be locked out. B. EXHAUST FANS: 1.EF-1 Bathroom exhaust fan; The bathroom exhaust fan shall run continuously. In three bedroom units the fan shall run at 65 CFM, in two bedroom units the fan shall run at 50 CFM, in one bedroom units the fan shall run at 35 CFM. . 2.EF-2 Fire pump room fan; The corridor ventilation fan shall run continuously at 50 CFM. 3.EF-1 Corridor bathroom exhaust fan; The bathroom exhaust fan shall turn on and run at 50 CFM when occupancy is sensed by a wall mounted occupancy sensor. When occupancy is no longer sensed, the fan shall turn off. C. ELECTRIC WALL HEATER & BASEBOARD HEATERS 1.In the stairwells and corridors, there shall be an internal thermostat (set to 68 degrees F) with lockout that is to control setpoint temperatures. Upon a call for heat, the heater shall turn on and remain on. Upon setpoint being satisfied, the heater shall turn off and remain off. Electric baseboard heaters shall have a unit mounted thermostat (set to 68 degrees F). Upon a call for heat, the heater shall turn on and remain on. Upon setpoint being satisfied, the heater shall turn off and remain off. D. ENERGY RECOVERY VENTILATOR SYSTEMS: 1. ERV-1 (Gym/Game room & 4th floor & Lounge); Once enabled, the exhaust and outdoor air motorized dampers shall be open 100% and supply and exhaust fans shall run. The unit shall be enabled by a wall mounted CO2 sensor setpoint reading over 700 ppm (adjustable) and a ceiling mounted occupancy sensor (located in each bathroom and one in the fitness center). Once the CO2 setpoint and occupancy sensors are satisfied, supply and exhaust fans shall stop and the exhaust and outdoor air motorized dampers shall be closed. The unit shall have an electric resistance duct heater that the internal SRC controller shall control based on supply air temperature. 2. ERV-1 (Corridors); The corridor ERV shall run continuously. The unit shall have an electric resistance duct heater that the internal SRC controller shall control based on supply air temperature. 3. ERV-2; Once enabled, the exhaust and outdoor air motorized dampers shall be open 100% and supply and exhaust fans shall run. The unit shall be enabled by a wall mounted CO2 sensor setpoint reading over 700 ppm (adjustable) and a ceiling mounted occupancy sensor. Once the CO2 setpoint and occupancy sensors are satisfied, supply and exhaust fans shall stop and the exhaust and outdoor air motorized dampers shall be closed. The unit shall have an electric resistance duct heater that the internal SRC controller shall control based on supply air temperature. SEQUENCE OF OPERATIONS Part 1 - GENERAL 1.1 SUBMITTALS A. Provide electronic (pdf) submittals of the following: 1.Equipment 2.Equipment pads 3.Lineset tubing and insulation 4.Rigid and flexible duct 5.Duct insulation 6.Registers, grilles, louvers, wall caps, radiation dampers 7.Ductwork shop drawings B. Testing and Balancing report air-side (all supply/return/ventilation/exhaust registers). AABC or NEBB qualified balancer. C. Closeout 1.Operation and Maintenance Manual 2.As-Built drawings PART 2 - PRODUCTS 2.1 HEATING AND COOLING SPLIT SYSTEM A. System shall be a variable refrigerant flow series DX split type air conditioner using multiple indoor units of varying type and size, an inverter driven outdoor condensing unit and a direct digital control system to ensure an efficiently controlled, operated and engineered system. B. There shall be a 5 year warranty on the compressor and 1 year plus extended on all other parts. A certified contractor shall install the system to receive the extended warranty. C. Refrigerant circuit 1.The refrigerant circuit shall include manufacturer supplied Y- branches or Header fittings to connect to single or multiple (ducted, non-ducted or mixed) indoor units to effectively and evenly distribute refrigerant throughout the VRF system. 2.All field installed refrigerant pipes between outdoor unit and Y- branch or Header and from Y- branch or Header to indoor units shall be field provided. 3.Factory installed microprocessor controls in the outdoor unit, and indoor units shall perform functions to efficiently operate the VRF system. 4.Communication between components shall be provided via a field provided and installed 18 AWG shielded wire pair and terminated in a RS485 daisy chain configuration. 5.Outdoor Unit shall be capable of continuous operation between the following outdoor ambient range. Operation outside of these conditions is possible and may involve non-continuous operations. a.Cooling: 23°F DB to 122°F DB b.Heating: -4°F WB to 61°F WB 6.The system shall be capable of operating at an elevation of at lease 164 feet above or 131 feet below the indoor units. 7. All field provided piping shall be de-hydraded ACR copper pipe. Other pipe materials shall not be allowed. 8. All refrigerant piping shall be insulated with 1" insulation. 2.2 FAN COIL 1.The fan coil unit shall be designed to operate in the vertical (upflow) configuration or horizontal (left) end discharge. 2.Unit shall be equipped with factory installed temperature thermistors for: a.Return air 1.Refrigerant entering coil 2.Refrigerant leaving coil 3.Unit shall have the following functions as standard: a.Self-diagnostic function b.Auto addressing 1.Auto restart function d.Auto changeover function (Heat Recovery system only) 1.Auto operation function 2.Child lock function 3.Forced operation 4.Dual thermistor control 5.Sleep mode 6.External static pressure (ESP) control 7.Dual setpoint control 8.Multiple aux heater applications 9.Filter life and power consumption display 2.3 DUCTWORK A. Metallic ductwork 1.Sheet metal per SMACNA HVAC Duct Construction Standards - Metal and Flexible, low pressure requirements. a.Round ducts 1)12" or less: 30 gauge 2)Over 12": 26 gauge b.Rectangular ducts 1)36" or less: 30 gauge 2)Over 36": 26 gauge c.Fabricate round and rectangular duct hangers and supports from materials and methods outlined in SMACNA - Low Pressure Duct Construction Standards, 5th Edition. d.All ductwork is to be rigid. e.Duct sizing - Pressure drop shall be no more than 0.1" SP/100 feet of duct. B. Insulation 1.All fiberglass products shall be fornaldehyde-free. 2.Duct insulation in conditioned spaces: Supply R-5; Return none. 3.Duct insulation in unconditioned spaces: Supply and Return R-8. 4. Duct insulation for ERV; Exhaust duct and outdoor air intake duct R-8. C. Duct sealant options: a.RCD Corp Mastic #6, Hardcast Iron-Grip 601, or equal, with fiberglass mesh tape, UL 181. b.Automated aerosolized sealant: Aeroseal or approved equal. D. Registers and grilles 1.Wall supply registers: Hart & Cooley with opposed blade damper. 2.Wall return grilles: Hart & Cooley 3.Exterior louvers: Alumininum, drainable, depth to coordinate with wall construction. 4.Provide register and louver frame styles compatible with mounting surface. 5.All registers types, colors, and locations are to be coordinated with architect. E. Ceiling Radiation Dampers 1. Greenheck CRD-1 or approved equal. 2. Install as per manufacturers instructions F. Dryer Duct 1.30 ga. galv or aluminum, 4"ø rigid metal or 31/4x10 wallstacks to roof w/gooseneck and backdraft damper. 2.Makeup air required where dryer exceeds 200 cfm. 3.Exhaust ducts for domestic clothes dryers shall have a smooth interior finish. The entire exhaust system shall be supported and secured in place. The male end of the duct at overlapped duct joints shall extend in the direction of airflow. Clothes dryer transition ducts used to connect the appliance to the exhaust duct system shall be metal and limited to a single length not to exceed 8 feet in length and shall be listed and labeled for the application. Transition ducts shall not be concealed within construction. 4.Provide clean out at all vertical sections of dryer exhuast duct. 5.Seal all penetrations with non-combustible material. 2.4 MECHANICAL IDENTIFICATION A. Plastic Nameplates: All equipment is to have laminated three layer black plastic with engraved white letters. Tag size minimum 1½” square. B. Plastic Tape Pipe Markers: All ducts and pipes are to have flexible, vinyl film tape with pressure sensitive adhesive backing and printed markings. Green background with white letters. 2.5 CONTROLS A. Provide all controls as required on the schedules and to implement Sequence of Operation described on this sheet. PART 3 - EXECUTION 3.1 INSTALLATION A. General 1.Install all equipment per manufacturer's instructions and standard trade practices. Set units level and plumb. Provide vibration isolation in between the condensing unit and the base stand. 2.All equipment shall have vibration isolation incorporated into the support system. 3.Provide clearances as specified by the manufacturer. 4.Provide access panels for concealed equipment, valves, dampers. 5.Coordinate locations of all equipment with architectural drawing. 6.Provide electric power, per NEC. Verify compatibility with equipment power characteristics. Provide new circuit breakers as required. Label breakers with neat, permanent markings. 7.All work is to be done in accordance with 2015 Uniform Code with 2016 NYS supplements. B. Refrigerant Piping 1.Size and insulate refrigerant piping per manufacturer's instructions. Provide UV protectant coating for exposed exterior insulation. Comply with ASHRAE 15. Exterior pipes shall be encased in a PVC pipe cover. Referigerant piping on roof shall be supported every 4'. Perform Triple Leak and Pressure Test as per manufacturer’s instruction including checking all connections for leaks by applying a bubble solution to all joints. Document the locations of any leaks found and fix leaks and retest as per manufacturer’s instructions. Once Leak and Pressure Test is completed perform Triple Evacuation Procedure as per the manufacturer’s instructions. Once the system has been properly evacuated confirm the necessity of additional Refrigerant Trim Charge as per the manufacturer’s instructions and engineering documents. Document any refrigerant added for each unit and final refrigerant charge. If there are joints between the indoor and outdoor units other than at the units, document on as built drawings including piping riser diagram so that the joint can be located post-construction. Provide documentation for the above testing including the name of the person performing the test, day/time, results of any leaks that needed to be fixed. Notify engineer at least 48 hours prior to the testing. C. Ductwork 1.All duct shall be galvanized steel unless noted otherwise. Fiberglass ductboard NOT permitted. 2.Provide flexible connection to vibration producing equipment. 3.Maximum 6 feet of flexible duct for connection to registers and diffusers only. Install properly supported with no kinks or sharp bends. Seal connections with adhesive and ties per Manufacturer's instructions. 5.Maximum of 8 feet total in runs of flexible duct for exhaust fans. 6.All mitered duct elbows are to be equipped with air-turning vanes. All radiused duct elbows are to have minimum interior radius equal to one times the duct width (width being duct dimension in direction of radius). 7.Provide duct transitions as required for clearance and duct crossovers. 8.All duct dimensions listed on plans are inside clear dimensions. 9.Install fire dampers in all ductwork greater than 100 square inches that penetrates a fire rated wall or barrier. D. Duct Sealing 1.Seal all duct joints according to one of the specified products. Method of application per manufacturer's instructions. The supply ducts shall have air losses of less than 10% of the total air flow volume measure at the fan or air-moving device. 3.2 COMMISSIONING, TESTING, AND BALANCING A. Equipment to be commissioned 1.Split System HVAC equipment 2.Fan/coil units 3.Exhaust fan 4.Controls B. Equipment checkout and startup 1.Verify proper installation, initial settings, and calibration of all controls and valves. 2.Provide startup as specified by manufacturer. 3.Verify sequence of operation as directed by the specifications and the manufacturer. 4.Verify all safety controls. C. Measurements and Adjustments 1.Measure all air flows, temperatures and other characteristics as indicated in the drawings and specifications or required by the manufacturer. 2.Measure motor currents. 3.Measure temperature rise or drop as appropriate through fan coils. 4.Adjust equipment for smooth, quiet operation. Lubricate as directed by the manufacturer 5.For outdoor condensing and heat pump units, measure and report: 5.1. Outdoor air temperature 5.2. Superheat 5.3. Subcooling 5.4. Final refrigerant charge D. Reports 1.Provide written test and balance report, including sequences tested. 2.Identify equipment, date and time of test. 3.Provide design, initial, and final airflow values. 4.Report shall be signed by Contractor and Owner's representative. E. Training 1.Provide a minimum 4 hours of on site training and instructions of the system operation. Schedule training with Owner in writing to allow for attendance by maintenance staff. Obtain Owner signoff for completion of training. 3.3 O&M, AS BUILTS AND WARRANTY A. Provide (1) hard copy and (1) digital copy of O&M manuals. B. Provide (1) full size hard copy and (1) digital copy of as-built drawings. C. Provide all warranty information. CODE SECTION COMPLIANCE C103.2.1 REFERENCE MECHANICAL AND PLUMBING DOCUMENTS FOR DUCT AND PIPE INSULATION MATERIALS, ARCHITECTURAL DOCUMENTS FOR ALL OTHER INSULATION MATERIALS C103.2.2 REFERENCE ARCHITECTURAL PLANS FOR FENESTRATION U-FACTORS AND SOLAR HEAT GAIN COEFFICIENTS C103.2.3 REFERENCE ARCHITECTURAL PLANSFOR AREA-WEIGHTED U-FACTORS AND SOLAR HEAT GAIN COEFFICIENTS C103.2.4 MECHANICAL DESIGN CONFORMS TO 2020IECC AND IMC CODE REQUIREMENTS C103.2.5 REFERENCE MECHANICAL AND PLUMBING DOCUMENTS FOR EQUIPMENT TYPES, SIZES AND EFFICIENCIES C103.2.7 REFERENCE MECHANICAL DOCUMENTS FOR EQUIPMENT AND SYSTEM CONTROLS C103.2.8 REFERENCE MECHANICAL DOCUMENTS FOR EQUIPMENT HORSEPOWER AND CONTROLS C103.2.9 REFERENCE MECHANICAL AND PLUMBING SPECIFICATIONS FOR CEILING AND INSULATION LOCATIONS C103.2.12 REFERENCE MECHANICAL SPECIFICATIONS FOR AIR SEALING DETAILS C303.3 OPERATION AND MAINTENANCE MANUAL SHALL BE PROVIDED TO OWNER BY CONTRACTOR FOR ALL EQUIPMENT C403.2.1 HVAC LOAD SIZING HAS BEEN PERFORMED IN THE CARRIER HAP PROGRAM, USING RTS (HEAT BALANCE) METHODOLOGY C403.2.3 ALL HVAC EQUIPMENT MEETS OR EXCEEDS MINIMUM EFFICIENCIES, REFERENCE MECHANICAL DOCUMENTS C403.2.4 REQUIRED HVAC CONTROLS SHALL BE PROVIDED, REFERENCE MECHANICAL DOCUMENTS C403.2.4.3 MOTORIZED DAMPERS PROVIDED FOR EXHAUST AND OUTSIDE AIR INTAKES GREATER THAN 300 CFM OR IN BUILDLINGS 3 STORIES OR LESS C403.2.9.1 DUCT IS REQUIRED TO BE INSULATED TO THE INDICATED MINIMUM LEVEL, REFERENCE MECHANICAL DOCUMENTS C403.2.9.3 INSTALLING CONTRACTOR SHALL ENSURE THAT ALL AIR DISTRIBUTION COMPONENTS ARE PROPERLY SEALED C403.2.9.5 DUCT SIZING AND DUCT DESIGN HAS BEEN PERFORMED, REFERENCE MECHANCIAL DOCUMENTS C403.2.10 ALL PIPING INSULATION CRITERIA HAS BEEN MET, REFERENCE MECHANICAL/PLUMBING DOCUMENTS C403.2.11 MECHANICAL SYSTEMS SHALL BE COMMISSIONED AS REQUIRED C403.5.3 ECONOMIZER CONTROL NOT REQUIRED. ALL INDIVIDUAL UNIT COOLING CAPACITIES ARE LESS THAN 270,000 BTU/HR C408.2.2 INSTALLING CONTRACTOR SHALL TEST AND BALANCE ALL HVAC SYSTEMS AND PROVIDE REPORT TO ENGINEER REQUIRED 2020 IECC ENERGY CONSERVATION COMPLIANCE ENERGY CONSERVATION CODE COMPLIANCE STATE TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT, THE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE INTERNATIONAL ENERGY CODE, AS ADOPTED BY THE STATE. REVISIONS Δ DESCRIPTION DATE 4 REV. PERMIT 08/20/21 4 Bath Bedroom Closet Bedroom Kitchen Living/ Dining Mech Closet Mech Closet EF-1 F E E FC-1 8"ø 8"ø 4"ø 4"ø 6"ø 4"ø 16"x10" A B 6"ø 8"ø CONNECT TO HOOD PROVIDED BY G.C. CONNECT TO RETURN DUCT PROVIDE DRYERBOX DB-480, CONNECT 4" DUCT 270 CFM 270 CFM 100 CFM Project # Date 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAMCOLLABORATIVE/ TAITEM. ALL RIGHTS RESERVED A 1 2 3 4 BCD 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com 1/2" = 1'-0" 8/20/2021 12:54:29 PM M2.00 Mechanical Unit Plan 1.0 STRM01 OVERLOOK 06/01/21 CONSTRUCTION SET CONSTRUCTION SET Visum Development Group 815 South Aurora Street Ithaca, New York 14850 1/2" = 1'-0" 1 Mechanical Enlarged Unit Plan 1.0 1.ALL DUCT PENETRATIONS AT CEILING REQUIRE CEILING RADIATION DAMPERS (1.5 HR). REFER TO M3.00 FOR ADDITIONAL DETAILS. MECHANICAL UNIT PLAN GENERAL NOTES REVISIONS Δ DESCRIPTION DATE Living/ Dining Bath Bedroom Bedroom Mech Closet Kitchen Chase 2 2 M3.00 __________ B 0 CFM A EF-16"ø 4"ø 6"ø 20"x13" FC-1 6"ø E E F F 8"ø 8"ø 6"ø CONNECT TO HOOD PROVIDED BY G.C. CONNECT TO RETURN DUCT PROVIDE DRYERBOX DB-480, CONNECT 4" DUCT 220 CFM 220 CFM 100 CFM 100 CFM 4"ø Project # Date 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAMCOLLABORATIVE/ TAITEM. ALL RIGHTS RESERVED A 1 2 3 4 BCD 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com 1/2" = 1'-0" 8/20/2021 12:55:17 PM M2.01 Mechanical Unit Plan 2.0 STRM01 OVERLOOK 06/01/21 CONSTRUCTION SET CONSTRUCTION SET Visum Development Group 815 South Aurora Street Ithaca, New York 14850 1/2" = 1'-0" 1 Mechanical Enlarged Unit Plan 2.0 1.ALL DUCT PENETRATIONS AT CEILING REQUIRE CEILING RADIATION DAMPERS (1.5 HR). REFER TO M3.00 FOR ADDITIONAL DETAILS. MECHANICAL UNIT PLAN GENERAL NOTES REVISIONS Δ DESCRIPTION DATE Mech Closet Living/ Dining Coat Closet Mech Closet Bath Bedroom Bedroom Kitchen E F F A B 6"ø 6"ø 8"ø 6"ø 8"ø 12"x10" 8"ø 4"ø EF-1 6"ø 4"ø FC-1 E CONNECT TO HOOD PROVIDED BY G.C. CONNECT TO RETURN DUCT PROVIDE DRYERBOX DB-480, CONNECT 4" DUCT 100 CFM 100 CFM 220 CFM 220 CFM Project # Date 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAMCOLLABORATIVE/ TAITEM. ALL RIGHTS RESERVED A 1 2 3 4 BCD 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com 1/2" = 1'-0" 8/20/2021 12:56:59 PM M2.02 Mechanical Unit Plan 2.1 STRM01 OVERLOOK 06/01/21 CONSTRUCTION SET CONSTRUCTION SET Visum Development Group 815 South Aurora Street Ithaca, New York 14850 1/2" = 1'-0" 1 Mechanical Enlarged Unit Plan 2.1 1.ALL DUCT PENETRATIONS AT CEILING REQUIRE CEILING RADIATION DAMPERS (1.5 HR). REFER TO M3.00 FOR ADDITIONAL DETAILS. MECHANICAL UNIT PLAN GENERAL NOTES REVISIONS Δ DESCRIPTION DATE Living/ Dining Coat Closet Bedroom Bedroom BathKitchen Hall Mech Closet Bedroom Closet Bedroom Closet E E F F EF-1 4"ø 6"ø 4"ø 6"ø 8"ø 8"ø 12"x10" 6"ø 6"ø AB FC-1 CONNECT TO HOOD PROVIDED BY G.C. CONNECT TO RETURN DUCT PROVIDE DRYERBOX DB-480, CONNECT 4" DUCT 220 CFM 100 CFM 100 CFM 220 CFM Project # Date 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAMCOLLABORATIVE/ TAITEM. ALL RIGHTS RESERVED A 1 2 3 4 BCD 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com 1/2" = 1'-0" 8/20/2021 12:58:18 PM M2.03 Mechanical Unit Plan 2.2 STRM01 OVERLOOK 06/01/21 CONSTRUCTION SET CONSTRUCTION SET Visum Development Group 815 South Aurora Street Ithaca, New York 14850 1/2" = 1'-0" 1 Mechanical Enlarged Unit Plan 2.2 1.ALL DUCT PENETRATIONS AT CEILING REQUIRE CEILING RADIATION DAMPERS (1.5 HR). REFER TO M3.00 FOR ADDITIONAL DETAILS. MECHANICAL UNIT PLAN GENERAL NOTES REVISIONS Δ DESCRIPTION DATE FC-1 E 220 CFM E 220 CFM F 100 CFM F 100 CFM 8"ø 16"x10" 8"ø 6"ø 6"ø 6"ø EF-1 4"ø 4"ø 6"ø Living/ Dining Bedroom Bedroom Hall Bath CONNECT TO HOOD PROVIDED BY G.C. A CONNECT TO RETURN DUCT PROVIDE DRYERBOX DB-480, CONNECT 4" DUCT B Project # Date 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAMCOLLABORATIVE/ TAITEM. ALL RIGHTS RESERVED A 1 2 3 4 BCD 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com 1/2" = 1'-0" 8/20/2021 11:09:17 AM MA2.04 Enlarged Unit Plan 2.3 - Mechanical STRM01 OVERLOOK 06/01/21 CONSTRUCTION SET CONSTRUCTION SET Visum Development Group 815 South Aurora Street Ithaca, New York 14850 1/2" = 1'-0" 1 Type 2.3 Mechanical 1. ALL DUCT PENETRATIONS AT CEILING REQUIRE CEILING RADIATION DAMPERS (1.5 HR). REFER TO M3.00 FOR ADDITIONAL DETAILS. MECHANICAL UNIT PLAN GENERAL NOTES REVISIONS Δ DESCRIPTION DATE Dining Bedroom Coat Closet Bedroom Bedroom Bath Mech Closet Kitchen 6"ø B 16"x12" FC-1 EF-1 F F F E F 6"ø 6"ø 6"ø 6"ø 8"ø 6"ø CONNECT TO HOOD PROVIDED BY G.C. CONNECT TO RETURN DUCT PROVIDE DRYERBOX DB-480, CONNECT 4" DUCT 100 CFM 100 CFM 100 CFM 240 CFM 100 CFM A 4"ø 4 Project # Date 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAMCOLLABORATIVE/ TAITEM. ALL RIGHTS RESERVED A 1 2 3 4 BCD 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com 1/2" = 1'-0" 8/20/2021 1:00:08 PM M2.05 Mechanical Unit Plan 3.0 STRM01 OVERLOOK 06/01/21 CONSTRUCTION SET CONSTRUCTION SET Visum Development Group 815 South Aurora Street Ithaca, New York 14850 1/2" = 1'-0" 1 Mechanical Enlarged Unit Plan 3.0 1.ALL DUCT PENETRATIONS AT CEILING REQUIRE CEILING RADIATION DAMPERS (1.5 HR). REFER TO M3.00 FOR ADDITIONAL DETAILS. MECHANICAL UNIT PLAN GENERAL NOTES REVISIONS Δ DESCRIPTION DATE 4 REV. PERMIT 08/20/21 Kitchen Bedroom Coat Closet Bedroom Bedroom Bath Kitchen B 6"ø 6"ø 16"x12" FC-1 4"ø EF-1 4"ø FFF E F 6"ø6"ø 6"ø 6"ø 8"ø A CONNECT TO HOOD PROVIDED BY G.C. CONNECT TO RETURN DUCT PROVIDE DRYERBOX DB-480, CONNECT 4" DUCT 100 CFM 100 CFM 100 CFM 100 CFM 140 CFM 4 Project # Date 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAMCOLLABORATIVE/ TAITEM. ALL RIGHTS RESERVED A 1 2 3 4 BCD 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com 1/2" = 1'-0" 8/20/2021 1:00:36 PM M2.06 Mechanical Unit Plan 3.1 STRM01 OVERLOOK 06/01/21 CONSTRUCTION SET CONSTRUCTION SET Visum Development Group 815 South Aurora Street Ithaca, New York 14850 1/2" = 1'-0" 1 Mechanical Enlarged Unit Plan 3.1 1.ALL DUCT PENETRATIONS AT CEILING REQUIRE CEILING RADIATION DAMPERS (1.5 HR). REFER TO M3.00 FOR ADDITIONAL DETAILS. MECHANICAL UNIT PLAN GENERAL NOTES REVISIONS Δ DESCRIPTION DATE 4 REV. PERMIT 08/20/21 PROVIDE STEEL SLEVES AT OUTDOOR AIR DUCT PENETRATIONS AT CORRIDOR WALL, SLEEVE SHALL BE: A MINIMUM 12-INCH-LONG (305 MM) BY 0.060-INCH-THICK (1.52 MM) STEEL SLEEVE SHALL BE CENTERED IN EACH DUCT OPENING. THE SLEEVE SHALL BE SECURED TO BOTH SIDES OF THE WALL AND ALL FOUR SIDES OF THE SLEEVE WITH MINIMUM 11/2-INCH BY 11/2-INCH BY 0.060-INCH (38 MM BY 38 MM BY 1.52 MM) STEEL RETAINING ANGLES. THE RETAINING ANGLES SHALL BE SECURED TO THE SLEEVE AND THE WALL WITH NO. 10 (M5) SCREWS. THE ANNULAR SPACE BETWEEN THE STEEL SLEEVE AND THE WALL OPENING SHALL BE FILLED WITH MINERAL WOOL BATTING ON ALL SIDES DUCT CEILING RADIATION DAMPER GREENHECK CRD-1 CEILING RADIATION DAMPER GREENHECK CRD-1 FC-1 PROVIDE CUSTOM STEEL ANGLE FRAME, RETURN PLENUM WITH FILTER ASSEMBLY TO FIT A 1" FILTER 10"X10" ACCESS LOW LEAKAGE HATCH PROVIDE 3/4" PVC CONDENSATE PIPE FROM FAN COIL TO CONDENSATE ACCEPTOR WITH 1" AIR GAP, ALL CONDENSATE RISERS AND ACCEPTORS ARE PROVIDED BY PLUMBING CONTRACTOR ERV-1 EDH-1 8"ø 8"ø CEILING RADIATION DAMPER AT ALL PENETRATIONS PROVIDE WALL MOUNT HARDWARE AND FASTENERS FC-1 6"ø CEILING RADIATION DAMPER DUCT ACCESS HATCH PROVIDE R-6 INSULATION CONNECT TO MICROWAVE EXHAUST HOOD PROVIDE 10"X10" ACCESS PANEL 6"ø DUCT ACCESS HATCH CEILING RADIATION DAMPER Project # Date 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAMCOLLABORATIVE/ TAITEM. ALL RIGHTS RESERVED A 1 2 3 4 BCD 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com 1/4" = 1'-0" 8/20/2021 1:01:35 PM M3.00 Mechanical Details STRM01 OVERLOOK 06/01/21 CONSTRUCTION SET CONSTRUCTION SET Visum Development Group 815 South Aurora Street Ithaca, New York 14850 1/4" = 1'-0" 1 Typical Corridor Wall Penetration 1/4" = 1'-0" 2 Typical Ceiling Radiation Damper Detail 1/4" = 1'-0" 3 Typical Wall Mounted ERV Layout 1/4" = 1'-0" 4 Typical Outdoor Air Duct 1/4" = 1'-0" 5 Typical Kitchen Exhaust Duct REVISIONS Δ DESCRIPTION DATE Project # Date 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAMCOLLABORATIVE/ TAITEM. ALL RIGHTS RESERVED A 1 2 3 4 BCD 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com 8/20/2021 1:03:40 PM M4.00 MECHANICAL SCHEDULES STRM01 OVERLOOK 06/01/21 CONSTRUCTION SET CONSTRUCTION SET Visum Development Group 815 South Aurora Street Ithaca, New York 14850 ELECTRIC WALL HEATER SCHEDULE Type Mark Manufacturer Model Description Watts Voltage Phase Comments EWH-1 Qmark SSHO4008 Electric Wall Heater 4000 208 V 1 ELECTRIC BASEBOARD HEATER SCHEDULE Type Mark Manufacturer Model Description Watts Voltage Phase Comments EBH-1 Qmark 2508W Electric Baseboard Heater 2000 208 V 1 Provide unit mounted thermostat AIR TERMINAL SCHEDULE Type Manufacturer Model Description Material & Color Border Type NECK SIZE CommentsWidth Height A XVENTBOX THEB-446-R-S Triple exhaust Plastic Surface Mount 16" 12" Color TBD by architect, remove damper, 8 week lead time, coordinate exact model number with wall type B XVENTBOX Plastic Surface Mount 8 3/4" Color TBD by architect, remove damper, 8 week lead time, coordinate exact model number with wall type D XVENTBOX 8SEB-S Single outdoor air intake and exhaust Plastic Surface Mount 8 3/4" 8" Color TBD by architect, remove damper, 8 week lead time, coordinate exact model number with wall type E Hart & Cooley 631 Adjustable Supply Grille with Double Deflection Steel - Titus - 26 White Surface Mount 14" 8" Provide ceiling radiation dampers F Hart & Cooley 631 Adjustable Supply Grille with Double Deflection Steel - Titus - 26 White Surface Mount 12" 6" Provide ceiling radiation dampers G Titus 350RL Return Grille with 35 Degree Deflection Steel - Titus - 26 White Surface Mount 14" 6" Provide ceiling radiation dampers H Titus 300RL Adjustable Supply Grille with Double Deflection Steel - Titus - 26 White Surface Mount 14" 6" Provide ceiling radiation dampers I Titus 350RL Return Grille with 35 Degree Deflection Steel - Titus - 26 White Surface Mount 8" 6" Provide ceiling radiation dampers J Titus 300RL Adjustable Supply Grille with Double Deflection Steel - Titus - 26 White Surface Mount 6" 6" K Titus 350RL Return Grille with 35 Degree Deflection Steel - White Surface Mount 6" 6" FAN SCHEDULE Type Manufacturer Model Description Air Flow CFM Exhaust External Static Pressure Sones Weight, lbs ELECTRICAL CommentsVoltage Phase MCA EF-1 Broan ZB-80 Ceiling exhaust fan 65 CFM 0.60 .3 15 lb 120 V 1 0.3 A FAN COIL SCHEDULE Type Manufacturer Model Description Air Flow cfm Cooling Btu/Hr Heating Length Width Height Weight, lbs ELECTRICAL CommentsTotal Btu/Hr Voltage Phase MCA FC-1 LG Electronics LVN181HV4 Vertical Ducted Fan Coil with duct heater 640 CFM 24000 Btu/h 24000 Btu/h 1' - 9 1/4" 1' - 6" 4' - 1" 116 lb 208 V 1 20.0 A Provide Aspen mini aqua condensate pump, PREMTBVCO thermostat, PVC condensate piping, ANEH033B1 duct heater, MERV 13 filter section FC-2 LG Electronics ARNU093SJA4 Wall Mounted Fan Coil 275 CFM 9600 Btu/h 10900 Btu/h 2' - 8" 6" 1' - 0 1/2" 19 lb 208 V 1 0.2 A Provide Aspen mini aqua condensate pump, PREMTBVCO thermostat, PVC condensate piping FC-3 LG Electronics ARNU153SJA4 Wall Mounted Fan Coil 371 CFM 15400 Btu/h 17100 Btu/h 2' - 8" 6" 1' - 0 1/2" 19 lb 208 V 1 0.2 A Provide Aspen mini aqua condensate pump, PREMTBVCO thermostat, PVC condensate piping FC-4 LG Electronics LAN180HYV3 Wall Mounted Fan Coil 813 CFM 9600 Btu/h 10900 Btu/h 2' - 8" 6" 1' - 0 1/2" 37 lb 208 V 1 0.2 A Provide Aspen mini aqua condensate pump, PREMTBVCO thermostat, PVC condensate piping FC-5 LG Electronics LSN120HSV5 Wall Mounted Fan Coil 459 CFM 13785 Btu/h 22178 Btu/h 2' - 8" 6" 1' - 0 1/2" 19 lb 208 V 1 0.2 A Provide Aspen mini aqua condensate pump, PREMTBVCO thermostat, PVC condensate piping HEAT PUMP SCHEDULE Type Manufacturer Model Description Cooling EER Heating COP Heating Seasonal Performance Factor Length Width Heigh t Weight, lbs ELECTRICAL CommentsTotal Btu/Hr Capacity Btu/Hr Voltage Phase MCA HP-1 LG Electronics LUU189HV Heat Pump 24000 Btu/h 13.3 24000 Btu/h 3.66 10.4 37" 15" 33" 130 lb 208 V 1 20.0 A Provide wind baffles, base pan heater, 24" tall Quicksling stand, furnish disconnect HP-2 LG Electronics ARNU048GSS4 Heat Pump 48000 Btu/h 10.5 48000 Btu/h 3.2 9.5 37" 13" 54" 207 lb 208 V 1 30.0 A Provide wind baffles, base pan heater, 24" tall Quicksling stand, furnish disconnect HP-3 LG Electronics ARNU024GSS4 Heat Pump 24000 Btu/h 10.7 24000 Btu/h 4.06 10 37" 13" 33" 159 lb 208 V 1 19.6 A Provide wind baffles, base pan heater, 24" tall Quicksling stand, furnish disconnect HP-4 LG Electronics LAU180HYV3 Heat Pump 29515 Btu/h 14.4 32000 Btu/h 4 10 37" 15" 33" 130 lb 208 V 1 19.0 A Provide wind baffles, base pan heater, 24" tall Quicksling stand, furnish disconnect HP-5 LG Electronics LSU120HSV5 Heat Pump 13785 Btu/h 12.5 22178 Btu/h 4.06 11.4 37" 13" 33" 159 lb 208 V 1 10.0 A Provide wind baffles, base pan heater, 24" tall Quicksling stand, furnish disconnect ENERGY RECOVERY VENTILATOR SCHEDULE Type Manufacturer Model Description Air Flow CFM Supply ESP, in. WC Weight, lbs ELECTRICAL CommentsVoltage Phase MCA ERV-1 RenewAire EV450IN Energy Recovery Ventilator 200 CFM 0.75 in-wg 200 lb 208 V 1 5 A Provide speed controller, CO2 sensor, occupancy sensor, timeclock, motorized dampers ERV-2 RenewAire EV Premium L Energy Recovery Ventilator 100 CFM 0.40 in-wg 52 lb 120 V 1 10 A Provide speed controller, CO2 sensor, occupancy sensor, motorized dampers ELECTRIC DUCT HEATER SCHEDULE Type Mark Manufacturer Model Description Watts Voltage Phase Comments EDH-1 RenewAire RH-D Electric Duct Heater 2000 208 V 1 REVISIONS Δ DESCRIPTION DATE 4 REV. PERMIT 08/20/21 FIRE & SMOKE DAMPER SCHEDULE Type Mark Manufacturer Model Description Voltage Phase Comments FSD-1 Ruskin FSDR60 Fire and smoke damper with actuator 24 V 1 Provide test switch, 24 volt power to actuatorassembly with bracket, switch package, duct smoke detector, TS150 firestat, fusible link, access panel, duct access hatch. Horizontal installations shall have retaining plates on both sides, vertical installations shall have retaining plates on one side 4 Rotated Unit Type 3.0 Typical Unit Type 2.1 433 SF Study Room Pump Room Maintenance Elev 0 Stair 0W Corridor 0 See 1/ MA2.02See 1/ MA2.05 EWH-1 EWH-1 B 100 CFM FC-4 B 100 CFM J 50 CFM K 50 CFM 6"ø 6"ø ERV-2 6"ø 6"ø 6"ø 6"ø J 100 CFM K 100 CFM EDH-1 EF-2 K 50 CFM K 50 CFM K 50 CFM 6"ø 6"ø EWH-1 EWH-1 PROVIDE 3/4" RIGID PVC CONDENSATE PIPING UP IN JOIST SPACE TO STUDY ROOM DRAIN PROVIDE CEILING RADIATION DAMPER PROVIDE CEILING RADIATION DAMPER PROVIDE CEILING ACCESS PANEL4 4 B 4 3 MA1.00 __________ PROVIDE 26 GAGE SUPPLY & RETURN DUCT CONTINUOUS FROM AIR TERMINAL TO ERV-1 4 PROVIDE FDR25 6" ROUND FIRE DAMPER AND DUCT ACCESS HATCH 4 Rotated Unit Type 3.0 Typical Unit Type 2.1 Typical Unit Type 2.0 Typical Unit Type 3.1 Elev 1 Corridor 1 Stair 1W Storage See 1/ MA2.01See 1/ MA2.02See 1/ MA2.05 See 1/ MA2.06 EBH-1 EBH-1 ERV-1 DD 200 CFM 200 CFM 8"ø 8"ø 8"ø8"ø EDH-1 6"ø 6"ø 6"ø 6"ø K 50 CFM J 50 CFM FSD-1 FSD-1 DUCT IN CHASE DOWN TO GROUND FLOOR CEILING B EF-1 4"ø 4 3 MA1.00 __________ First Floor T.O. Slab 0" Second Floor T.O. Slab 9' - 6" Ground Floor T.O. Slab -9' - 6" Ground Floor T.O. Wall -1' - 3" First Floor T.O. Wall 8' - 3" Building A - First Floor 714' - 6" Building B - First Floor 724' - 0" Building A - Ground Floor T.O. Slab 705' - 0" 26 GAGE DUCT 1HOUR FIRE PARTITION Storage Corridor 0 Corridor 1 Project # Date 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAMCOLLABORATIVE/ TAITEM. ALL RIGHTS RESERVED A 1 2 3 4 BCD 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com As indicated 8/20/2021 10:57:07 AM MA1.00 Building "A" Ground & First Floor Plan STRM01 OVERLOOK 06/01/21 CONSTRUCTION SET BUILDING A CONSTRUCTION SET Visum Development Group 815 South Aurora Street Ithaca, New York 14850 1/8" = 1'-0" 1 Building "A" Ground Floor Plan 1/8" = 1'-0" 2 Building "A" First Floor Plan 1.EXHAUST SHALL BE 3' FROM ALL WINDOW OPENINGS. INTAKE SHALL BE 10' FROM ALL EXHAUST LOCATIONS. COORDINATE WITH ALL PENETRATIONS WITH G.C. 2.ALL OUTDOOR AIR INTAKE AND MAKEUP AIR DUCTS ARE TO BE INSULATED WITH CONTINUOUS R-6 DUCT INSULATION. 3.REFER TO M3.00 FOR TYPICAL PENETRATION OF CORRIDOR PARTITION WALL. 4.THERMOSTATS SHALL BE MOUNTED AT 60" AFF. GENERAL NOTES REVISIONS Δ DESCRIPTION DATE 4 REV. PERMIT 08/20/21 1/4" = 1'-0" 3 CORRIDOR WALL DUCT PENETRATION 4 Rotated Unit Type 3.0 Typical Unit Type 2.1 Typical Unit Type 2.0 Typical Unit Type 3.1 Mirrored Unit Type 2.1M Mirrored Unit Type 2.0M Rotated Unit Type 2.1 Elev 2 Stair 2W Stair 2E Corridor 2 See 1/ MA2.01 See 1/ MA2.01 See 1/ MA2.02 See 1/ MA2.02See 1/ MA2.02 See 1/ MA2.05 See 1/ MA2.06 J 50 CFM K 50 CFM 6"ø 6"ø EWH-1 FSD-1 FSD-1 3 MA1.00 __________ Rotated Unit Type 3.0 Typical Unit Type 2.1 Typical Unit Type 2.0 Typical Unit Type 3.1 Mirrored Unit Type 2.1M Mirrored Unit Type 2.0M Typical Unit Type 3.0 Corridor 3 Stair 3W Elev 3 Stair 3E CC See 1/ MA2.01 See 1/ MA2.01 See 1/ MA2.02 See 1/ MA2.02 See 1/ MA2.05 See 1/ MA2.05See 1/ MA2.06 EWH-1 EWH-1 K 50 CFM 6"ø 6"ø J 50 CFM FSD-1 FSD-1 Project # Date 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAMCOLLABORATIVE/ TAITEM. ALL RIGHTS RESERVED A 1 2 3 4 BCD 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com 1/8" = 1'-0" 8/20/2021 11:00:25 AM MA1.01 Building "A" Second & Third Floor Plan STRM01 OVERLOOK 06/01/21 CONSTRUCTION SET BUILDING A CONSTRUCTION SET Visum Development Group 815 South Aurora Street Ithaca, New York 14850 1/8" = 1'-0" 1 Building "A" Second Floor Plan 1/8" = 1'-0" 2 Building "A" Third Floor Plan 1.EXHAUST SHALL BE 3' FROM ALL WINDOW OPENINGS. INTAKE SHALL BE 10' FROM ALL EXHAUST LOCATIONS. COORDINATE WITH ALL PENETRATIONS WITH G.C. 2.ALL OUTDOOR AIR INTAKE AND MAKEUP AIR DUCTS ARE TO BE INSULATED WITH CONTINUOUS R-6 DUCT INSULATION. 3.REFER TO M3.00 FOR TYPICAL PENETRATION OF CORRIDOR PARTITION WALL. 4.THERMOSTATS SHALL BE MOUNTED AT 60" AFF. GENERAL NOTES REVISIONS Δ DESCRIPTION DATE Rotated Unit Type 3.0 Typical Unit Type 2.1 Typical Unit Type 2.0 Typical Unit Type 2.3 Mirrored Unit Type 2.1M Mirrored Unit Type 2.0M Typical Unit Type 3.0 Elev 4 Stair 4W Corridor 4 Stair 4E See 1/ MA2.01 See 1/ MA2.01 See 1/ MA2.02 See 1/ MA2.02 See 1/ MA2.05 See 1/ MA2.05See 1/ E3.04 6"øK 50 CFM 6"ø J 50 CFM PRO1 T855SH THERMOSTAT WITH R251S WIRED REMOTE SENSOR. CONNECT TO THE LG WALL MOUNTED INDOOR UNIT LOCATED AT THE TOP OF THE ELEVATOR SHAFT VIA A LG PDRYCB300 DRY CONTACT. THE REMOTE SENSOR SHALL BE LOCATED IN THE HOISTWAY EWH-1 EWH-1 FSD-1 FSD-1 IN FLOOR IN FLOOR HP-1HP-1HP-1HP-1HP-1HP-1 HP-1 HP-1HP-1 HP-1 HP-1 HP-1 HP-1 HP-1 HP-1 HP-1 HP-1 HP-1 HP-1HP-1HP-1HP-1HP-1 HP-1 HP-1 HP-1 HP-1 HP-4 1ST FLOOR LOUNGE PROVIDE CUSTOM INSULATED PIPE CURB WITH SIDE MOUNTED EXIT SEALS/CAPS FOR EACH PENETRATION, ALL ROOF PENETRATIONS SHALL BE FULLY SEALED, TYPICAL PROVIDE 16"X6" CONCRETE PAVER FOR EACH STAND LEG, SECURE LEG TO PAVER, TYPICAL FC-5 HP-5 ELEVATOR FAN COIL SHALL HAVE MINIMUM 12" CLEARANCE AT TOP OF UNIT. PROVIDE 1" CPVC CONDENSATE PIPING FROM UNIT DOWN TO GROUND FLOOR SUMP. TERMINATE WITH BUG SCREEN AND AIR GAP. Project # Date 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAMCOLLABORATIVE/ TAITEM. ALL RIGHTS RESERVED A 1 2 3 4 BCD 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com 1/8" = 1'-0" 8/20/2021 11:02:45 AM MA1.02 Building "A" Fourth Floor & Roof Plan STRM01 OVERLOOK 06/01/21 CONSTRUCTION SET BUILDING A CONSTRUCTION SET Visum Development Group 815 South Aurora Street Ithaca, New York 14850 1/8" = 1'-0" 1 Building "A" Fourth Floor Plan 1/8" = 1'-0" 2 Building "A" Roof Plan 1.EXHAUST SHALL BE 3' FROM ALL WINDOW OPENINGS. INTAKE SHALL BE 10' FROM ALL EXHAUST LOCATIONS. COORDINATE WITH ALL PENETRATIONS WITH G.C. 2.ALL OUTDOOR AIR INTAKE AND MAKEUP AIR DUCTS ARE TO BE INSULATED WITH CONTINUOUS R-6 DUCT INSULATION. 3.REFER TO M3.00 FOR TYPICAL PENETRATION OF CORRIDOR PARTITION WALL. 4.THERMOSTATS SHALL BE MOUNTED AT 60" AFF. GENERAL NOTES REVISIONS Δ DESCRIPTION DATE 201 Elev 2 Typical Unit Type 3.1 Typical Unit Type 2.1 Rotated Unit Type 2.1 Typical Unit Type 3.0 Typical Unit Type 2.0 Mirrored Unit Type 2.1M Mirrored Unit Type 2.0M Typical Unit Type 2.2Mirrored Unit Type 2.2 Elev 2 Stair 2W Corridor 2 Stair 2E See 1/ M2.03 See 1/ M2.03 See 1/ M2.06 See 1/ M2.02 See 1/ M2.02 See 1/ M2.05 See 1/ M2.01 See 1/ M2.01See 1/ M2.02 EWH-1 6"ø K 50 CFM J 50 CFM FSD-1 FSD-1 6"ø Typical Unit Type 3.1 Typical Unit Type 2.1 Typical Unit Type 1.0 Mirrored Unit Type 2.1M Typical Unit Type 2.0 Mirrored Unit Type 2.1M Mirrored Unit Type 2.0M Mirrored Unit Type 2.1Typical Unit Type 2.1 Elev 3 Stair 3W Stair 3E Corridor 3 EWH-1 EWH-1 See 1/ M2.02 See 1/ M2.02 See 1/ M2.02 See 1/ M2.02See 1/ M2.02 See 1/ M2.01 See 1/ M2.01 See 1/ M2.00 See 1/ M2.06 EWH-1 K 50 CFM 6"ø J 50 CFM FSD-1 FSD-1 6"ø B DUCT IN BAR JOIST SPACE 4"ø EF-1 4 Project # Date 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAMCOLLABORATIVE/ TAITEM. ALL RIGHTS RESERVED A 1 2 3 4 BCD 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com 1/8" = 1'-0" 8/20/2021 1:07:37 PM MB1.01 Building "B" Second & Third Floor Plans STRM01 OVERLOOK 06/01/21 CONSTRUCTION SET BUILDING B CONSTRUCTION SET Visum Development Group 815 South Aurora Street Ithaca, New York 14850 1/8" = 1'-0" 1 Building "B" Second Floor Plan 1/8" = 1'-0" 2 Building "B" Third Floor Plan 1.EXHAUST SHALL BE 3' FROM ALL WINDOW OPENINGS. INTAKE SHALL BE 10' FROM ALL EXHAUST LOCATIONS. COORDINATE WITH ALL PENETRATIONS WITH G.C. 2.ALL OUTDOOR AIR INTAKE AND MAKEUP AIR DUCTS ARE TO BE INSULATED WITH CONTINUOUS R-6 DUCT INSULATION. 3.REFER TO M3.00 FOR TYPICAL PENETRATION OF CORRIDOR PARTITION WALL. 4.THERMOSTATS SHALL BE MOUNTED AT 60" AFF. GENERAL NOTES REVISIONS Δ DESCRIPTION DATE 4 REV. PERMIT 08/20/21 Maintenance Elev 0 Stair 0W Corridor 0 EBH-1 EWH-1 Typical Unit Type 3.1 Typical Unit Type 2.1 Rotated Unit Type 2.1 Typical Unit Type 3.0 Typical Unit Type 2.0 Game Room Gym Storage Corr. 1.1 Stair 1E Corridor 1.0 See 1/ M2.06 See 1/ M2.01See 1/ M2.02 See 1/ M2.02 See 1/ M2.05 FC-2 FC-2 FC-3 FC-3 EWH-1 EWH-1 ERV-1 3 M3.00 __________ EDH-1 ERV-1EDH-1 H G200 CFM 200 CFM D 200 CFM D 200 CFM D D 225 CFM 225 CFM G 175 CFM H 225 CFM I 50 CFM 8"ø 8"ø 8"ø 8"ø 8"ø 8"ø6"ø ERV-1 J 50 CFM 8"ø8"ø 8"ø K EWH-1 EWH-1 EDH-1 8"ø 6"ø 6"ø 8"ø 8"ø D D FSD-1 FSD-1Gym Restroom PROVIDE CEILING RADIATION DAMPERS FOR EVERY CEILING PENETRATION, TYPICAL PROVIDE CEILING RADIATION DAMPERS FOR EVERY CEILING PENETRATION, TYPICAL Project # Date 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAMCOLLABORATIVE/ TAITEM. ALL RIGHTS RESERVED A 1 2 3 4 BCD 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com 1/8" = 1'-0" 8/20/2021 1:04:46 PM MB1.00 Building "B" Ground & First Floor Plans STRM01 OVERLOOK 06/01/21 CONSTRUCTION SET BUILDING B CONSTRUCTION SET Visum Development Group 815 South Aurora Street Ithaca, New York 14850 1/8" = 1'-0" 1 Building "B" Ground Floor Plan 1/8" = 1'-0" 2 Building "B" First Floor Plan 1.EXHAUST SHALL BE 3' FROM ALL WINDOW OPENINGS. INTAKE SHALL BE 10' FROM ALL EXHAUST LOCATIONS. COORDINATE WITH ALL PENETRATIONS WITH G.C. 2.ALL OUTDOOR AIR INTAKE AND MAKEUP AIR DUCTS ARE TO BE INSULATED WITH CONTINUOUS R-6 DUCT INSULATION. 3.REFER TO M3.00 FOR TYPICAL PENETRATION OF CORRIDOR PARTITION WALL. 4.THERMOSTATS SHALL BE MOUNTED AT 60" AFF. GENERAL NOTES REVISIONS Δ DESCRIPTION DATE Typical Unit Type 3.1 Typical Unit Type 2.1 Rotated Unit Type 2.1 Typical Unit Type 3.0 Typical Unit Type 2.0 Mirrored Unit Type 2.1M Mirrored Unit Type 2.0M Mirrored Unit Type 2.1 Elev 4 Stair 4W Stair 4E Roof Terrace Fourth Floor Lounge Corridor 4 FC-2 FC-2 See 1/ M2.02 See 1/ M2.02 See 1/ M2.02See 1/ M2.02 See 1/ M2.01 See 1/ M2.01See 1/ M2.05See 1/ M2.06 ERV-1 EDH-1 D 200 CFM D 200 CFM 8"ø 8"ø 8"øG 200 CFM 8"ø H 200 CFM PRO1 T855SH THERMOSTAT WITH R251S WIRED REMOTE SENSOR. CONNECT TO THE LG WALL MOUNTED INDOOR UNIT LOCATED IN THE ELEVATOR SHAFT VIA A LG PDRYCB300 DRY CONTACT. THE REMOTE SENSOR SHALL BE LOCATED IN THE HOISTWAY EWH-1 EWH-1 6"ø 6"ø K 50 CFM J 50 CFM FSD-1 FSD-1 IN FLOOR IN FLOOR PROVIDE CEILING RADIATION DAMPERS FOR EVERY CEILING PENETRATION, TYPICAL HP-2 GYM HP-1 UNIT 1B HP-1 UNIT 1C HP-1 UNIT 1D HP-1 UNIT 1E HP-1 UNIT 2A HP-1 UNIT 2B HP-1 UNIT 2C HP-1 UNIT 2D HP-1 UNIT 2E HP-1 UNIT 2F HP-1 UNIT 2G HP-1 UNIT 2H HP-1 UNIT 2J HP-1 UNIT 3A HP-1 UNIT 4H HP-1 UNIT 4G HP-1 UNIT 4F HP-1 UNIT 4E HP-1 UNIT 4D HP-1 UNIT 4C HP-1 UNIT 4B HP-1 UNIT 4A HP-1 UNIT 3J HP-1 UNIT 3H HP-1 UNIT 3G HP-1 HP-1 UNIT 3E HP-1 UNIT 3D HP-1 UNIT 3C HP-1 UNIT 3F HP-3 1ST GAME RM HP-3 4TH FL LOUNGE HP-1 UNIT 1A PROVIDE CUSTOM INSULATED PIPE CURB WITH SIDE MOUNTED EXIT SEALS/CAPS FOR EACH PENETRATION, ALL ROOF PENETRATIONS SHALL BE FULLY SEALED, TYPICAL PROVIDE 16"X6" CONCRETE PAVER FOR EACH STAND LEG, SECURE LEG TO PAVER, TYPICAL FC-5 ELEVATOR HP-5 ELEVATOR FAN COIL SHALL HAVE MINIMUM 12" CLEARANCE AT TOP OF UNIT. PROVIDE 1" CPVC CONDENSATE PIPING FROM UNIT DOWN TO GROUND FLOOR SUMP. TERMINATE WITH BUG SCREEN AND AIR GAP. Project # Date 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAMCOLLABORATIVE/ TAITEM. ALL RIGHTS RESERVED A 1 2 3 4 BCD 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com 1/8" = 1'-0" 8/20/2021 1:08:51 PM MB1.02 Building "B" Fourth Floor & Roof Plans STRM01 OVERLOOK 06/01/21 CONSTRUCTION SET BUILDING B CONSTRUCTION SET Visum Development Group 815 South Aurora Street Ithaca, New York 14850 1/8" = 1'-0" 1 Building "B" Fourth Floor Plan 1/8" = 1'-0" 2 Building "B" Roof Floor Plan 1.EXHAUST SHALL BE 3' FROM ALL WINDOW OPENINGS. INTAKE SHALL BE 10' FROM ALL EXHAUST LOCATIONS. COORDINATE WITH ALL PENETRATIONS WITH G.C. 2.ALL OUTDOOR AIR INTAKE AND MAKEUP AIR DUCTS ARE TO BE INSULATED WITH CONTINUOUS R-6 DUCT INSULATION. 3.REFER TO M3.00 FOR TYPICAL PENETRATION OF CORRIDOR PARTITION WALL. 4.THERMOSTATS SHALL BE MOUNTED AT 60" AFF. GENERAL NOTES REVISIONS Δ DESCRIPTION DATE 815 S Aurora St Bldg A and B_Plumbing_Revised Permit Drawings.pdf 815 S Aurora St Bldg A and B_Sprinkler_Revised Permit Drawings.pdf 815 S. Aurora St - Electrical Issued for Permit 2021.06.22.pdf 3 A S P H F TV SWITCH DUPLEX RECEPTACLE HORN/STROBE / Candela STROBE / Candela PULL STATION SMOKE DETECTOR QUAD RECEPTACLE EXIT SIGN - CEILING EMERGENCY LIGHT EXIT SIGN - WALL # G:GFCI A:Above Counter W: Weatherproof P: Photoelectric NEW CONCEALED WIRING # Indicates Quantity of Jacks if More than One DATA OUTLET 3: 3 Way D: Dimmer OS: Occupancy Sensor VS: Vacancy Sensor T: Timer TELEPHONE OUTLET FIRE ALARM CONTROL PANEL FACP REMOTE ANNUNCIATOR RA PANELBOARD-RECESSED PANELBOARD-SURFACE LEGEND OCCUPANCY SENSOR SECURITY SYSTEM REMOTE EMERGENCY HEAD WALL LIGHT KEY FOBKF 208 VOLT RECEPTACLE 75 75 CAMERA SMOKE DETECTOR F: Fixed EXIT SIGN WITH EMERGENCY LIGHT ARROW INDICATES DIRECTION OF EXIT LINEAR FIXTURE EXTERIOR WALL PACK ARROW INDICATES DIRECTION OF EXIT TV CABLE OUTLET TAMPER SWITCHTS FLOW SWITCHFS 1. ALL OCCUPANCY / VACANCY SENSORS SHALL BE MANUALLY ADJUSTED TO EXTINGUISH LIGHTS AFTER A PERIOD OF 5 MINUTES OF INACTIVITY. 2. STAIRWELL LIGHT FIXTURES HAVE INTEGRATED MOTION SENSORS. REFER TO LIGHT FIXTURE SCHEDULE FOR CONTROL SETTINGS. 3. OCCUPANCY SENSORS SHALL CONTROL ALL HALL OR ROOM LIGHTING, UNLESS OTHERWISE NOTED. WHERE FIXTURES ARE TO REMAIN CONSTANTLY ILLUMINATED, UNOCCUPIED LIGHTING LEVELS SHALL BE 20% OF OCCUPIED LEVELS. 4. ALL EMERGENCY LIGHTING AND EXIT SIGNAGE TO BE FED FROM NEAREST LIGHTING CIRCUIT. LIGHTING CONTROL NOTES 1. PROJECT DOES NOT CONTAIN ANY DAYLIGHTING SIDELIT OR TOPLIT ZONES. 2. REFER TO LIGHTING CONTROL NOTES ABOVE AND TO LIGHT FIXTURE SCHEDULE FOR INDIVIDUAL FIXTURE CONTROL DETAILS ENERGY CODE COMPLIANCE NOTES Project # Date PRICING SET NOT FOR CONSTRUCTION 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAMCOLLABORATIVE/ TAITEM. ALL RIGHTS RESERVED A 1 2 3 4 BCD 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com 1/8" = 1'-0" 6/22/2021 4:25:02 PM E0.00 Notes, Schedules & Legend STRM01 OVERLOOK 6/22/21 Visum Development Group 815 South Aurora Street Ithaca, New York 14850 Permit Set BUILDING C PART 1 - GENERAL 1.1 SUBMITTALS A. Provide electronic (pdf) submittals for approval prior to ordering equipment: a. Product cut sheets: fixtures, panelboards, disconnects, devices b. Single line power diagram B. Closeout: a. Operation and Maintenance Manual. b. As-Built drawings. c. Warranty information. PART 2 - PRODUCTS 2.1 WIRING METHODS A. RACEWAYS a. Concealed dry interior locations: Romex in floor or wall cavities. THHN in EMT for circuits run in slab. b. Exposed dry interior locations: Electrical metallic tubing c. Arrange conduit to maintain headroom and present a neat appearance. d. Maintain required fire, acoustic and vapor barrier rating when penetrating walls, floors, and ceilings. e. Use conduit hangers and clamps, do not fasten with wire or perforated straps. f. Provide suitable pull string in empty raceways. g. Completely and thoroughly swab raceway system before installing conductors. B. BUILDING WIRE: a. Apartment Feeders: Armored sub-feed cable with Aluminum stranded conductors. b. Feeder and branch circuits: Copper stranded conductor, 600 V insulation, THHN/THWN, minimum #12 AWG. c. MC Cable: Armored cable, copper conductor, 600 V insulation, rated 60°C, individual conductors twisted together and covered with a PVC jacket. C. WIRING DEVICES: a. Wall switch: 15A, 120V residential grade, side wired, tamper proof b. Pilot switch: 15A, 120V red pilot handle. c. Dimmer switch: On/off and slide, 600 watt d. Duplex convenience receptacle: 15A, 120V, side wired e. Surface raceway: Wiremold or equal. f. Use recessed outlet boxes in finished areas and where indicated.Install wall plates flush and level. D. MOUNTING HEIGHTS (Above floor to center) a. Mount as indicated per plans. 2.2EQUIPMENT A. Electric service: Refer to riser diagrams B. Panelboards and load centers: Refr to riser diagrams C. Contactors: General purpose relays NEMA ICS 2, electrically held. 2.3 LUMINAIRES A. Refer to Lighting Schedule and notes on E0.00. PART 3 - EXECUTION 3.1 INSTALLATION A. Sequence rough-in of electrical connections to coordinate with installation and startup of other equipment. B. Verify field conditions are as shown on drawings; report discrepancies to engineer prior to commencement of work. C. All new wiring, except in mechanical and utility spaces, shall be concealed, unless noted otherwise. D. Neatly train and secure wiring inside boxes, equipment, and panelboards. E. All conduit and cables shall run parallel or perpendicular to building elements, except for short diagonal runs less than 3 feet. Support conduit and cables, including communications cables, with devices manufactured specifically for the intended use. F. Core bore masonry penetrations. G. Seal penetrations in fire rated assemblies with fire caulk to maintain fire rating of the assembly. H. Coordinate utility service outages and re- connections with utility company and owner. I. Provide power wiring to all transformers, relays, etc., required for HVAC controls. J. Install ground electrodes and conductor as required to meet regulatory requirements. K. Provide bonding to meet regulatory requirements. L. Make electrical connections to utilization equipment in accordance with equipment manufacturer's instructions. Make conduit connections to equipment using flexible conduit. Use liquidtight flexible conduit in damp or wet locations. M. Identify electrical distribution and control equipment, and loads served with secure nameplates. Install wire markers on each conductor in panelboard gutters and at load connections. Provide NEW TYPEWRITTEN circuit directories for all new panels and for existing panels that have been substantially revised. N. Make arrangements and coordinate with the utility company to obtain permanent electric service with the project. O. Install utility services in accordance with utility company instructions. P. Measure ground resistance from system neutral connection at service entrance to convenient ground reference point by passing minimum current of 10 amperes DC and measuring voltage drop. Maximum resistance: 10 ohms. Report findings to architect and engineer. Q. Clean equipment finishes to remove paint and concrete splatters. 3.2 EMERGENCY LIGHTING A. Install emergency lighting system according to NFPA 70 National Electric Code and NFPA 101 Life Safety Code. B. Ensure that no area of the means of egress will be unlighted due to the failure of one light bulb or lighting unit. C. Provide battery backup capable of maintaining required footcandle levels for a minimum period of 1 1/2 hours. D. Provide to owner three extra of each lamp provided. 3.3COMMISSIONING A. Occupant sensor controls. Where occupant sensor controls are provided, the following procedures shall be performed: A.1. Certify that the occupant sensor has been located and aimed in accordance with manufacturer recommendations. A.2. Test each sensor. For occupant sensor controls to be tested, verify the following: A.2.1. Where occupant sensor controls include status indicators, verify correct operation. A.2.2. The controlled lights turn off or down to the permitted level within the required time. A.2.3. For auto-on occupant sensor controls, the lights turn on to the permitted level when an occupant enters the space. A.2.4. For manual-on occupant sensor controls, the lights turn on only when manually activated. A.2.5. The lights are not incorrectly turned on by movement in adjacent areas or by HVAC operation. B. Documentation requirements. Documents certifying that the installed lighting controls meet documented performance shall be provided to the building owner within 90 days from the date of receipt of the certificate of occupancy. 3.4 O&M MANUALS AND AS-BUILTS A. Provide (1) hard copy and (1) digital copy of Operation & Maintenance manuals. B. Provide (1) full size hard copy and (1) digital copy of As-Built drawings. C. Provide (1) hard copy and (1) digital copy of Warranties for all electrical equipment. PART 1 - GENERAL 1.1SECTION REQUIREMENTS A. Summary: Furnish and install a complete operating addressable fire alarm system as described herein and as designed by a systems manufacturer representative with a minimum NICET level III certification, and utilize such to include installation and system cost within bid. B. Submittals a. System operating description and device address list, coordinated with final system programming. b. Product data, including all cut sheets, product numbers, and system designations c. Submit Engineer stamped system plans, connection diagrams, battery calculations, conductor types and sizes, voltage drop calculations, and component descriptions. C. Code compliance: The system in its entirety shall comply with the requirements of the local Authority Having Jurisdiction and be in compliance with the current edition of all applicable fire and electrical codes, including (but not limited to): a. NFPA 70 National Electrical Code b. NFPA 72 National Fire Alarm Code c. NFPA 101 Life Safety Code d. Applicable State and Local Codes A. UL listed and labeled. PART 2 - PRODUCTS 2.1 FIRE ALARM CONTROL UNIT: A. General Requirements for Fire-Alarm Control Unit: Field-programmable, microprocessor-based, modular, power-limited design with electronic modules, complying with UL 864 and listed and labeled by an NRTL. B. Alphanumeric Display and System Controls: Arranged for interface between human operator at fire-alarm control unit and addressable system components including annunciation and supervision. Display alarm, supervisory, and component status messages and the programming and control menu. C. Transmission to Remote Alarm Receiving Station: Automatically transmit alarm, supervisory, and trouble signals to a remote alarm station. 2.2 ALARM-INITIATING DEVICES A. Manual Pull Stations: Double acting, metal or plastic, red in color with molded, raised-letter operating instructions in contracting color. B. Smoke Detectors: UL 268, 24-V DC, photoelectric type, plug-in arrangement. C. Thermal Detectors: Combination 135 deg F fixed-temperature and rate-of-rise unit. D. Apartment Smoke Detectors shall be installed on sounder bases. Activation of building-wide alarm will require activation of two individual apartment detectors. 2.3 ALARM-INDICATING DEVICE A. Horns: Electric-vibrating-polarized type, 90 dB at 10 feet. Visual Alarm Device: Xenon-strobe lights with the word "FIRE" engraved in 1-inch- high letters. Rated Light Output: 75 candela, unless noted otherwise. C. 2.4 WIRING A. Wire and cable shall be U.L. Listed for fire alarm use and shall be a minimum of 18 AWG or as required by local codes and Authority Having Jurisdiction. Raceways containing conductors identified as "Fire Alarm Control Panel" conductors shall not contain any other conductors. Wire in environmental air plenums not in raceway shall be plenum rated in compliance with NEC 760. No AC current carrying conductors shall be allowed in the same raceway with the emergency voice alarm communication detection and signaling conductors. All wiring shall be concealed except in utility spaces. B. Power-Limited Circuits: NFPA 70, Types FPL, FPLR, FPLP, or substitutes permitted by NFPA 70. PART 3 - EXECUTION 3.1 INSTALLATION A. Install and test systems according to NFPA 72. Comply with EIA/TIA 570 requirements for light-commercial and residential occupancies. B. Manual Pull Stations: Mount semi-flush in recessed back boxes with operating handles 48 inches above finished floor or as indicated. Water-Flow Detectors and Valve Supervisory Switches: Connect for each sprinkler valve station required to be supervised.Duct Smoke Detectors: Furnish and connect duct detectors mounted by others to fire alarm system. C. Smoke Detectors: Install ceiling-mounted detectors not less than 4 inches from a sidewall to the near edge. Install detectors located on the wall at least 4 inches but not more than 12 inches below the ceiling. For exposed solid joist construction, mount detectors on the bottoms of the joists. On smooth ceilings, install detectors not over 30 feet apart in any direction. Install detectors no closer than 5 feet from air registers. D. Audible Notification Appliances: Install not less than 80 inches above the finished floor, not more than 96 inches above finish floor, and at least 6 inches below the ceiling. Install bells and horns on flush-mounted back boxes with the device-operating mechanism concealed behind a grille or as indicated. Combine audible and visual notification appliances at the same location into a single unit. Visual Notification Appliances: Install not less than 80 inches above the finished floor; not more than 96 inches above finish floor, and at least 6 inches below the ceiling. E. Fire Alarm Control Unit: Surface mount with tops of cabinets not more than 6 feet above the finished floor F. Provide Digital Alarm Communicator Transmitter for connection to central monitoring agency in compliance with local code regulations. Connect to Owner's telephone lines. G. Provide sprinkler supervision. H. Ground cable shields and equipment. I. Wiring Method: a. Install wiring "fished" in concealed spaces. b. Secure to building elements. c. Run parallel and perpendicular to building elements above suspended ceilings. A. Run in metal raceways where indicated. 3.2 FINAL TEST A. The contractor's job foreman, a representative of the owner, and the fire department shall operate every building fire alarm device to ensure proper operation and correct annunciation at the control panel. B. At least one half of all tests shall be performed on battery standby power. C. Where application of heat would destroy any detector, it may be manually activated. D. The signaling line circuits and notification appliance circuits shall be opened in at least two (2) locations to check for the presence of supervision. E. When the testing has been completed to the satisfaction of both the contractor's job foreman and the representatives of the owner, a notarized letter co-signed by each attesting to the satisfactory completion of said testing shall be forwarded to the owner and the fire department. F. The contractor shall leave the fire alarm system in proper working order, and, without additional expense to the owner, shall replace any defective materials or equipment provided by him under this contract within one year (365 days) from the date of final acceptance by the awarding authority. Prior to final test, the fire department must be notified in accordance with local requirements. H. 3.3 WARRANTY A. The contractor shall warrant all equipment and wiring free from inherent mechanical and electrical defects for one year from the date of final acceptance. LIGHTING FIXTURE SCHEDULE Type Manufacturer Model Description Type Comments Wattage A1 COOPER LIGHTING HALO OUTDOOR FE0650LPC LED ENTRY LIGHTING 9 W B Cooper Industries S23-DIW-2L30-SR-4-U-DD-SI-S9 3-W Wall Mount LED Strip light Mount at 7'-0" AFF at each stair landing. 31 W C Amex Lighting LED-SM55DL-NK Recessed LED Downlight 10 W D DRISCOLL LIGHTING SEA GULL 6140401-962 BRUSHED NICKEL MINI PENDANT 3.5" Min.Radius 15 W EM Lithonia ELM2L SDRT LED Emergency Light, White body, Aimable optics, Self Diagnostics 2 W EX1 Lithonia LQM S W 3 R 120/277 EL N SD LED Exit Sign, White body, Red letters, Nickel cadmium battery, Self-diagnostics 5 W F Nukara VBL10LBNK Linear LED Vanity Light 12 W G Lithonia FMLRL 11 14830 Flush-mounted LED Ceiling Fixture 16 W LIGHTING CONTROL NOTES 1. OCCUPANCY SENSOR CONTROL A. ALL ENCLOSED PUBLIC ROOMS SHALL BE EQUIPPED WITH OCCUPANCY CONTROLS, OR AS INDICATED BY DRAWINGS. B. REFER TO LIGHTING PLAN NOTES FOR OCCUPANCY CONTROLS OF STAIRWELLS. 2. ALL MECHANICAL/MAINTENANCE/TRASH ROOMS SHALL BE CONTROLLED BY VACANCY SENSORS. 3. REFER TO ENCLARGED UNIT PLANS FOR LIGHTING CONTROLS WITHIN DWELLING UNITS. 4. ALL EXTERIOR LIGHTING SHALL BE ON PHOTOSENSORS, REFER TO SCHEDULE THIS SHEET. FIRE ALARM NOTES ELECTRICAL NOTES REVISIONS Δ DESCRIPTION DATE HOUSE PANEL 1 (HP-1) 225A BUS MLO 208Y/120V 3Ø-4W 30 SPACES APT 2A PANEL P-2A 150A BUS MLO 208/120V 1Ø-3W 30 SPACE GROUND FLOOR FIRST FLOOR APT 2B PANEL P-2B 150A BUS MLO 208/120V 1Ø-3W 30 SPACE TO METERSTACK ON GROUND FLOOR APT 2A PANEL P-2A 150A BUS MLO 208/120V 1Ø-3W 30 SPACE SECOND FLOOR APT 2B PANEL P-2B 150A BUS MLO 208/120V 1Ø-3W 30 SPACE APT 4A PANEL P-4A 150A BUS MLO 208/120V 1Ø-3W 30 SPACE THIRD FLOOR APT 4B PANEL P-4B 150A BUS MLO 208/120V 1Ø-3W 30 SPACE FEEDER SCHEDULE (2 SETS) 4-300 MCM AL, #1/0 AL GROUND IN 3" PVC 4-300 MCM AL, #1/0 AL GROUND IN 3" EMT 3/0-3/0-3/0-1 AL SER CABLE A PROVIDE GROUNDING IN ACCORDANCE WITH NEC 250 400A MAIN SERVICE DISCONNECT 208Y/120V 3Ø-4W (BOD: SQD EZM3400CB) 4-METER 225A METERSTACK 3Ø IN/1Ø OUT, 150A-2P BREAKER FOR EACH APARTMENT FEED (BOD: SQD EZM314225) - TYP OF (2) 1-POSITION 225A COMMERCIAL METER 3Ø IN-3Ø OUT, 225A-3P BREAKER FOR HOUSE PANEL (BOD: SQD EZMT331225) B C B UNDERGROUND TO UTILITY POLE / TRANSFORMER TYP FOR ALL APARTMENT FEEDS C A TO METERSTACK ON GROUND FLOOR TO METERSTACK ON GROUND FLOOR TO METERSTACK ON GROUND FLOOR TO METERSTACK ON GROUND FLOOR 1. 2. 3. NOTES: FOR 3 PHASE, 4 WIRE POWER PANEL FEEDERS, PROVIDE FULLY RATED NEUTRAL WIRE IN ADDITION TO CONDUCTORS SHOWN ABOVE. 120V & 208V CIRCUITS OVER 75', CONTRACTOR TO INCREASE CONDUIT AND WIRE SIZE ACCORDING TO VOLTAGE DROP. PROVIDE VOLTAGE DROP CALC TO ENGINEER OF RECORD. 480V CIRCUITS OVER 125', CONTRACTOR TO INCREASE CONDUIT AND WIRE SIZE, SIMILAR TO NOTE #2 ABOVE. CONDUIT AND AL CONDUCTOR TABLE CIRCUIT RATING PHASE CONDUCTORS CONDUIT 15 1 2-#12, 1-#12 G 3/4" 3 3-#12, 1-#12 G 3/4" 20 2-#12, 1-#12 G 3/4" 3/4" 30 2-#10, 1-#10 G 3/4" 3-#10, 1-#10 G 3/4" 40 2-#8, 1-#10 G 3/4" 3-#8, 1-#10 G 1" 50 2-#6, 1-#10 G 1" 3-#6, 1-#10 G 1" 60 2-#4, 1-#10 G 1" 3-#4, 1-#10 G 1 1/2" 70 2-#3, 1-#6 G 3-#3, 1-#6 G 80 2-#2, 1-#6 G 3-#2, 1-#6 G 90 2-#2, 1-#6 G 3-#2, 1-#6 G 100 3-#12, 1-#12 G 2-#1, 1-#6 G 3-#1, 1-#6 G 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 3 1 3 1 3 1 3 1 3 1 3 1 3 1 3 1 3 110 2-#1/0, 1-#4 G 2" 125 150 2-#3/0, 1-#4 G 2" 3-#3/0, 1-#4 G 2" 175 2-#4/0, 1-#4 G 3-#4/0, 1-#4 G 200 2-#250MCM, 1-#4 G 3-#250MCM, 1-#4 G 2 1/2" 225 2-#300MCM, 1-#2 G 3-#300MCM, 1-#2 G 250 2-#350MCM, 1-#2 G 3-#350MCM, 1-#2 G 300 2-#500MCM, 1-#2 G 3-#500MCM, 1-#2 G 350 3-#1/0, 1-#4 G (2 SETS) 2-#4/0, 1-#1 G (2 SETS) 3-#4/0, 1-#1 G 4" 4" 1 3 1 3 1 3 1 3 1 3 1 3 1 3 1 3 400 (2 SETS) 2-#250MCM, 1-#1 G (2 SETS) 3-#250MCM, 1-#1 G 1 3 2-#2/0, 1-#4 G 3-#2/0, 1-#4 G 1 3 2" 1 1/2" 2" 2" 2 1/2" 2 1/2" 2 1/2" 3" 3" 3" 3" 2 1/2" 2 1/2" 2 1/2" 2 1/2" Project # Date PRICING SET NOT FOR CONSTRUCTION 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAMCOLLABORATIVE/ TAITEM. ALL RIGHTS RESERVED A 1 2 3 4 BCD 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com As indicated 6/22/2021 4:25:03 PM E0.01 Building C Riser Diagram STRM01 OVERLOOK 6/22/21 Visum Development Group 815 South Aurora Street Ithaca, New York 14850 Permit Set BUILDING C 1/2" = 1'-0" 1 Electrical Riser Diagram - Building C REVISIONS Δ DESCRIPTION DATE TV TV T TV G See 4/ E3.00 HP-1 4 See 5/ E3.00 FACP Stair 1 FC-3 HP-1 1 See 2/ E3.00 See 3/ E3.00 Mechanical Stair 0 HP-1 4 E1.00 3 FC-2 HP-1 1 HP-1 SERVICE DISCONNECT AND METERING EQUIPMENT HP-1 16 DP-1 HP-1 18,20,22 Mechanical 1 HP-1 6 EBH-1 HP-1 8,10 Project # Date PRICING SET NOT FOR CONSTRUCTION 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAMCOLLABORATIVE/ TAITEM. ALL RIGHTS RESERVED A 1 2 3 4 BCD 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com As indicated 6/22/2021 4:25:05 PM E1.00 Building C Ground & First Floor - Power & Data STRM01 OVERLOOK 6/22/21 Visum Development Group 815 South Aurora Street Ithaca, New York 14850 Permit Set BUILDING C 1/8" = 1'-0" 2 FIRST FLOOR POWER & DATA 1/8" = 1'-0" 1 GROUND FLOOR POWER &DATA 1/2" = 1'-0" 3 MECHANICAL ROOM ENLARGED PLAN - POWER & DATA Keynote Legend Key Value Keynote Text 1 REFER TO FIRE PUMP RISER DIAGRAM ON SHEET EA0.00 FOR DETAILS ON FIRE PUMP SERVICE. E1.00 GENERAL NOTES 1. MECHANICAL CONTRACTOR TO FURNISH AC DISCONNECT FOR ALL HVAC EQUIPMENT. ELECTRICAL CONTRACTOR TO INSTALL AND COMPLETE ELECTRICAL CONNECTIONS TO DISCONNECTS AND EQUIPMENT, TYPICAL OF ALL. 2. EC TO PROVIDE PATHWAYS TO SECURITY DEVICE LOCATIONS FROM HEAD END LOCATION IN MECHANICAL ROOM. COORDINATE MOUNTING HEIGHTS WITH OWNER. HARDWARE, WIRING, TERMINATIONS, AND TESTING BY OTHERS. REVISIONS Δ DESCRIPTION DATE G W TV HP-1 4 Stair 2 See 4/ E3.00 See 5/ E3.00 See 1/ E3.00 HP-1 4 Stair 3 See 4/ E3.00 FC-2 HP-1 1 1A 6,8 <unnamed> 2B 6,8 4A 9,11 HP-1 12,14 1B 6,8 HP-1 13 HP-1 HP-1 HP-1 HP-1 APT 1A APT 3BAPT 4B APT3A APT 2A APT 1B APT 2B HP-1 APT 4A HP-1 HP-2 STUDY STAIR HP-1 HP-1 Project # Date PRICING SET NOT FOR CONSTRUCTION 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAMCOLLABORATIVE/ TAITEM. ALL RIGHTS RESERVED A 1 2 3 4 BCD 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com 1/8" = 1'-0" 6/22/2021 4:25:07 PM E1.01 Building C Second, Third & Roof - Power & Data STRM01 OVERLOOK 6/22/21 Visum Development Group 815 South Aurora Street Ithaca, New York 14850 Permit Set BUILDING C 1/8" = 1'-0" 1 SECOND FLOOR PWER & DATA 1/8" = 1'-0" 2 THIRD FLOOR POWER & DATA 1/8" = 1'-0" 3 ROOF POWER & DATA E1.01 GENERAL NOTES 1. MECHANICAL CONTRACTOR TO FURNISH AC DISCONNECT FOR ALL HVAC EQUIPMENT. ELECTRICAL CONTRACTOR TO INSTALL AND COMPLETE ELECTRICAL CONNECTIONS TO DISCONNECTS AND EQUIPMENT, TYPICAL OF ALL. 2. EC TO PROVIDE PATHWAYS TO SECURITY DEVICE LOCATIONS FROM HEAD END LOCATION IN MECHANICAL ROOM. COORDINATE MOUNTING HEIGHTS WITH OWNER. HARDWARE, WIRING, TERMINATIONS, AND TESTING BY OTHERS. REVISIONS Δ DESCRIPTION DATE S P S P S P T G G B See 3/ E4.00 See 2/ E4.00 HP-1 3 HP-1 2 G HP-1 EM EM EX1 HP-1 3 FC-2 TS FS TS FS 2 2 EX1 EX1 1 TS FS 2 B G See 4/ E4.00 FACP HP-1 3 HP-1 3 EM EM See 5/ E4.00 EX1 A1 FC-3 Project # Date PRICING SET NOT FOR CONSTRUCTION 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAMCOLLABORATIVE/ TAITEM. ALL RIGHTS RESERVED A 1 2 3 4 BCD 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com 1/8" = 1'-0" 6/22/2021 4:25:09 PM E2.00 Building C Ground & First Floor - Lighting & Fire Alarm STRM01 OVERLOOK 6/22/21 Visum Development Group 815 South Aurora Street Ithaca, New York 14850 Permit Set BUILDING C 1/8" = 1'-0" 1 GROUND FLOOR - LIGHTING & FIRE ALARM 1/8" = 1'-0" 2 FIRST FLOOR - LIGHTING & FIRE ALARM Keynote Legend Key Value Keynote Text 1 PROVIDE WEATHERPROOF HORN-STROBE ON BUILDING EXTERIOR. COORDINATE LOCATION WITH LOCAL FIRE DEPARTMENT REQUIREMENTS. 2 PROVIDE FIRE ALARM CONNECTION TO SPRINKLER SYSTEM TAMPER AND FLOW SWITCHES. COORDINATE CONNECTION TYPE AND NUMBER WITH SPRINKLER CONTRACTOR. E2.00 GENERAL NOTES 1. OCCUPANCY SENSOR SHALL BE PROVIDED AT EACH FLOOR LANDING IN EACH STAIRWELL AND SHALL BRING LIGHTS UP TO FULL POWER WHEN TRIGGERED. STAIR OCCUPANCY SENSORS SHALL REDUCE LIGHT LEVELS TO MAX 50% OUTPUT DURING PERIODS OF INACTIVITY. 2. ALL OCCUPANCY/VACANCY SENSORS SHALL BE MANUALLY ADJUSTED TO EXTINGUISH LIGHTS AFTER A PERIOD OF 5 MINUTES OF INACTIVITY. REVISIONS Δ DESCRIPTION DATE S P S P TS FS 1 B G See 4/ E4.00 EM EM See 5/ E4.00 EX1 HP-1 3 HP-1 3 TS FS G B See 4/ E4.00 See 1/ E4.00 HP-1 3 EM EM EX1 FC-2 1 HP-1 3 Project # Date PRICING SET NOT FOR CONSTRUCTION 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAMCOLLABORATIVE/ TAITEM. ALL RIGHTS RESERVED A 1 2 3 4 BCD 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com 1/8" = 1'-0" 6/22/2021 4:25:10 PM E2.01 Building C Second, Third & Roof Lighting & Fire Alarm STRM01 OVERLOOK 6/22/21 Visum Development Group 815 South Aurora Street Ithaca, New York 14850 Permit Set BUILDING C 1/8" = 1'-0" 1 SECOND FLOOR - LIGHITING & FIRE ALARM 1/8" = 1'-0" 2 THIRD FLOOR - LIGHTING & FIRE ALARM E2.01 GENERAL NOTES 1. OCCUPANCY SENSOR SHALL BE PROVIDED AT EACH FLOOR LANDING IN EACH STAIRWELL AND SHALL BRING LIGHTS UP TO FULL POWER WHEN TRIGGERED. STAIR OCCUPANCY SENSORS SHALL REDUCE LIGHT LEVELS TO MAX 50% OUTPUT DURING PERIODS OF INACTIVITY. 2. ALL OCCUPANCY/VACANCY SENSORS SHALL BE MANUALLY ADJUSTED TO EXTINGUISH LIGHTS AFTER A PERIOD OF 5 MINUTES OF INACTIVITY. Keynote Legend Key Value Keynote Text 1 PROVIDE FIRE ALARM CONNECTION TO SPRINKLER SYSTEM TAMPER AND FLOW SWITCHES. COORDINATE CONNECTION TYPE AND NUMBER WITH SPRINKLER CONTRACTOR. REVISIONS Δ DESCRIPTION DATE G A G A G A G A A G A G G A T TV TV G A G A G A G A G A A G A T T TV G A G A G A G A A A G A G T TV TV AG A G A G A G A G A G A TV TV G A G A A G A G A G A G A TV TV 1B 1B 16 1B 4 1B 17 1B 14 1B 2 1B 13,15 1 2 1B 10,12 1B 9,11 1B 5,7 1B 3 3 FC-1 1B 18 1B 21 WH-1 76"AFF 76"AFF 4 1B 19 4A 4A 3 4A 19 4A 18 4A 4 4A 13,15 4A 5 4A 14,16 4A 2 4A 22 4A 17 4A 6,8 4A 10,12 1 4A 7 2 3 FC-1 WH-1 76" AFF 4A 20 76" AFF 4 4A 21 1A 1A 4 1A 17 1A 20 1A 3 1A 16 1A 10,12 1A 181A 14 1A 22 1A 13,15 WH-1 1A 5,7 1A 9,11 1A 19 1A 2 1 2 FC-1 76"AFF 3 1A 21 76"AFF 1A 17 4 2B 2B 4 2B 14 2B 20 2B 18 2B 21 2B 10,12 2B 16 2B 22 2B 13,15 2B 21 2B 3 2B 9,11 2B 5,7 2B 19 2B 2 2 1 WH-1 3 76"AFF FC-1 2B 17 2B 14 76"AFF 4 2B 21 76" AFF 76" AFF WH-1 FC-1 2A 2A 9 2A 4 2A 3,5 2A 6 2A 2 2A 1 2A 7 2A 8 2A 11 2A 12 2A 13,15 2A 14 2A 16,18 2A 10 2A 9 2A 17,19 Project # Date PRICING SET NOT FOR CONSTRUCTION 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAMCOLLABORATIVE/ TAITEM. ALL RIGHTS RESERVED A 1 2 3 4 BCD 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com 1/4" = 1'-0" 6/22/2021 4:25:14 PM E3.00 Enlarged Unit Plans Power & Data STRM01 OVERLOOK 6/22/21 Visum Development Group 815 South Aurora Street Ithaca, New York 14850 Permit Set BUILDING C 1/4" = 1'-0" 3 ENLARGED UNIT PLAN 1.1 - POWER & DATA Keynote Legend Key Value Keynote Text 1 RECEPTACLE FOR MICROWAVE/VENT HOOD TO MOUNTED AT 76" AFF, TYP OF ALL. COORDINATE MOUNTING OF RECEPTACLE WITH UPPER CABINETRY INSTALLATION. 2 VERTICAL AIR HANDLER UNIT IS POWERED DIRECTLY FROM OUTDOOR CONDENSING UNIT. WIRING BY MECHANICAL CONTRACTOR. 3 PROVIDE SEPARATE CIRCUIT FOR DUCT HEATING ELEMENT IN APARTMENT UNITS. 4 EC TO RUN COAX CABLE FROM ELECTRIC ROOM TO TV CABLE LOCATIONS IN CLOSETS IN ALL APARTMENTS. TERMINATE CABLE NEXT TO DUPLEX RECEPTACLE. CABLE FURNISHED BY OTHERS. COORDINATE LOCATIONS WITH OWNER. 1/4" = 1'-0" 1 ENLARGED UNIT 3.5 - POWER & DATA 1/4" = 1'-0" 2 ENLARGED UNIT PLAN 3.2 - POWER & DATA 1/4" = 1'-0" 4 ENLARGED UNIT3.3 1. MECHANICAL CONTRACTOR TO FURNISH AC DISCONNECT FOR ALL HVAC EQUIPMENT. ELECTRICAL CONTRACTOR TO INSTALL AND COMPLETE ELECTRICAL CONNECTIONS TO DISCONNECTS AND EQUIPMENT, TYPICAL OF ALL. 2. ELECTRICAL PANELS SHALL BE MOUNTED SUCH THAT THE MIDLINE OF THE HIGHEST BREAKER SHALL BE NO MORE THAN 48" ABOVE FIXED FLOOR, TYPICAL FOR ALL APARTMENTS. 3. MOUNTING HEIGHTS OF DEVICES SHALL BE AS FOLLOWS IN ALL APARTMENTS, UNLESS OTHERWISE NOTED. MEASUREMENTS ARE TO CENTERLINE OF DEVICES: A. CONVENIENCE RECEPTACLES: 18" ABOVE FINISHED FLOOR B. ABOVE COUNTER CONVENIENCE RECEPTACLES: 42" ABOVE FINISHED FLOOR C. ABOVE DESK CONVENIENCE RECEPTACLES: 42" ABOVE FINISHED FLOOR D. LIGHT SWITCHES: MAXIMUM 48" ABOVE FINISHED FLOOR E. DEDICATED EQUIPMENT RECEPTACLES: a. ABOVE COUNTER: 44" ABOVE FINISHED FLOOR b. STANDARD: 18" ABOVE FINISHED FLOOR c. RANGE RECEPTACLE: 6" ABOVE FINISHED FLOOR E3.00 GENERAL NOTES REVISIONS Δ DESCRIPTION DATE 1/4" = 1'-0" 5 ENLARGED UNIT 3.4 S P S P J J S P T S P S P S P S P S P J J J 3 T T 3 S PJ S P S P S P S P S P S P J JJ J T 3 3 S P S P S P S P S P J J J J S P 3 3 3 S P S P S P S P S P S P S P J J J J J EF-1 G G G F G 1 1 G G 1B 1 FC-1 WH-1 G G D G 1B 1 1B 1 4A 1 EF-1 G G F G GG 11 1 G D G 4A G G 1 G 4A 1 4A 1 A1 4A 1 4A 1 1A 1 EF-1 D G G GGG F 111 1 G G G 1A G 2B 1 EF-1 1 G D G G G G G F 1 1 1 G G GGGGGG 2B 1 G 2B 1 2B 1 TO EF-1 2A 20 2A 20 2A 20 2A 20 2A 20 2A 20 2A 20 2A 20 2A 20 1 1 1 1 1 2A Project # Date PRICING SET NOT FOR CONSTRUCTION 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAMCOLLABORATIVE/ TAITEM. ALL RIGHTS RESERVED A 1 2 3 4 BCD 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com 1/4" = 1'-0" 6/22/2021 4:25:17 PM E4.00 Enlarged Unit Plans Lighting & Fire Alarm STRM01 OVERLOOK 6/22/21 Visum Development Group 815 South Aurora Street Ithaca, New York 14850 Permit Set BUILDING C 1/4" = 1'-0" 3 ENLARGED UNIT PLAN 1.1 - LIGHTING & FIRE ALARM 1/4" = 1'-0" 1 ENLARGED UNIT PLAN 3.5 - LIGHTING & FIRE ALARM 1/4" = 1'-0" 2 ENLARGED UNIT PLAN 3.2- LIGHTING & FIRE ALARM 1/4" = 1'-0" 4 ENLARGED UNIT PLAN 3.3 - LIGHTING & FIRE ALARM Keynote Legend Key Value Keynote Text 1 PROVIDE WIRING AND BLANK COVER PLATE TO J-BOX LOCATIONS IN ALL BEDROOMS AND BATHROOMS TO ALLOW FOR FUTURE INSTALLATION OF NOTIFICATION DEVICES TO MEET ADA REQUIREMENTS. TYPICAL FOR ALL BEDROOMS. 1. NOTIFICATION DEVICES IN APARTMENTS SHALL TIE INTO BUILDING FIRE ALARM SYSTEM TO ALERT RESIDENTS UPON INITIATIION OF BUILDING FIRE ALARM. 2. MULTISTATION SMOKE ALARMS IN APARTMENTS SHALL BE INDEPENDENT OF BUILDING FIRE ALARM SYSTEM AND ONLY SOUND UPON DETECTION OF SMOKE. 3. ALL LIGHT FIXTURES SHALL BE CENTERED IN THEIR RESPECTIVE ROOMS. 4. COORINATE LOCATION OF SMOKE ALARMS IN MECHANICAL AND PLUMBING CLOSETS WITH OTHER TRADES. E4.00 GENERAL NOTES REVISIONS Δ DESCRIPTION DATE 1/4" = 1'-0" 5 ENLARGED UNIT PLAN 3.4 - LIGHTING & FIRE ALARM Project # Date PRICING SET NOT FOR CONSTRUCTION 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAMCOLLABORATIVE/ TAITEM. ALL RIGHTS RESERVED A 1 2 3 4 BCD 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com 6/22/2021 4:25:18 PM E5.00 Panel Schedules STRM01 OVERLOOK 6/22/21 Visum Development Group 815 South Aurora Street Ithaca, New York 14850 Permit Set BUILDING C TYPICAL FOR ALL ELECTRICAL PANELS IN UNIT TYPE 3.2 Notes: Total Amps: 142 A 142 A Total Load: 14,793 14,810 23 24 21 REC. KITCHEN ABOVE COUNTER (AFCI) 20 A 1 180 360 1 20 A Power - Above Counter (AFCI) 22 19 Power - Fridge (AFCI) 20 A 1 180 180 1 20 A Power - Bedroom (AFCI) 20 17 Power - Entry (AFCI) 20 A 1 720 180 1 20 A Power - Bedroom (AFCI) 18 15 -- -- -- 4000 180 1 20 A Power - Washer (AFCI) 16 13 Range 50 A 2 4000 180 1 20 A Power - Bedroom (AFCI) 14 11 -- -- -- 2250 3000 -- -- -- 12 9 Water Heater 30 A 2 2250 3000 2 30 A Dryer 10 7 -- -- -- 1500 2080 -- -- -- 8 5 Duct Heater 20 A 2 1500 2080 2 30 A Heat Pump (Roof) 6 3 Power - Bathroom 20 A 1 180 1260 1 20 A Power - Living Room (AFCI) 4 1 Lighting (AFCI) 20 A 1 170 180 1 20 A Power - Microwave (AFCI) 2 CKT Circuit Description Trip Poles A B Poles Trip Circuit Description CKT Notes: Enclosure: NEMA 1 MCB Rating: 1 A Mounting: Recessed Wires: 3 Mains Rating: 150 A Supply From: A Phases: 1 Mains Type: MLO Location: K/L/D 214 Volts: 120/208 Single A.I.C. Rating: 22K Branch Panel: 1A Notes: Total Amps: 136 A 139 A Total Load: 14,107 14,450 23 24 21 REC. KITCHEN ABOVE COUNTER (AFCI) 20 A 1 360 22 19 REC. KITCHEN ABOVE COUNTER (AFCI) 20 A 1 180 20 17 Power - Microwave (AFCI) 20 A 1 180 180 1 20 A REC. FRIDGE (AFCI) 18 15 -- -- -- 4000 180 1 20 A Power - Washer (AFCI) 16 13 Range 50 A 2 4000 180 1 20 A Power - bedroom (AFCI) 14 11 -- -- -- 2250 3000 -- -- -- 12 9 Water Heater 30 A 2 2250 3000 2 30 A Dryer 10 7 -- -- -- 1500 2080 -- -- -- 8 5 Duct Heater 20 A 2 1500 2080 2 30 A Heat Pump (roof) 6 3 Power - living room (AFCI) 20 A 1 1080 180 1 20 A Power - entry (AFCI) 4 1 Lighting (AFCI) 20 A 1 202 180 1 20 A Power (AFCI) 2 CKT Circuit Description Trip Poles A C Poles Trip Circuit Description CKT Notes: Enclosure: NEMA 1 MCB Rating: 1 A Mounting: Recessed Wires: 3 Mains Rating: 150 A Supply From: B Phases: 1 Mains Type: MLO Location: K/L/D 208 Volts: 120/208 Single A.I.C. Rating: 22K Branch Panel: 1B TYPICAL FOR AALL ELECTRICAL PANELS IN UNIT TYPE 3.4 Notes: Total Amps: 142 A 142 A Total Load: 14,781 14,810 23 24 21 REC. HALL (AFCI) 20 A 1 720 360 1 20 A Power - Above Counter (AFCI) 22 19 REC.- Fridge (AFCI) 20 A 1 180 180 1 20 A Power - Bedroom (AFCI) 20 17 REC. KITCHEN ABOVE COUNTER (AFCI) 20 A 1 180 180 1 20 A Power - Bedroom (AFCI) 18 15 -- -- -- 4000 180 1 20 A Power - Washer (AFCI) 16 13 Range 50 A 2 4000 180 1 20 A Power - Bedroom (AFCI) 14 11 -- -- -- 2250 3000 -- -- -- 12 9 Water Heater 30 A 2 2250 3000 2 30 A Dryer 10 7 -- -- -- 1500 2080 -- -- -- 8 5 Duct Heater 20 A 2 1500 2080 2 30 A Heat Pump (roof) 6 3 Power - Bathroom 20 A 1 180 1260 1 20 A Power - Living Room (AFCI) 4 1 Lighting (AFCI) 20 A 1 159 180 1 20 A Power - Microwave (AFCI) 2 CKT Circuit Description Trip Poles A B Poles Trip Circuit Description CKT Notes: Enclosure: NEMA 1 MCB Rating: 1 A Mounting: Recessed Wires: 3 Mains Rating: 150 A Supply From: B Phases: 1 Mains Type: MLO Location: K/L/D 231 Volts: 120/208 Single A.I.C. Rating: 22K Branch Panel: 2B Notes: Total Amps: 150 A 141 A Total Load: 15,726 14,630 23 24 21 REC. BEDROOM, HALL (AFCI) 20 A 1 1080 180 1 20 A Power - Bathroom (AFCI) 22 19 Power - Bedroom (AFCI) 20 A 1 180 180 1 20 A REC. KITCHEN ABOVE COUNTER (AFCI) 20 17 Power - Microwave (AFCI) 20 A 1 180 180 1 20 A Power - Entry (AFCI) 18 15 -- -- -- 3000 4000 -- -- -- 16 13 Dryer 30 A 2 3000 4000 2 50 A Range 14 11 -- -- -- 2080 2250 -- -- -- 12 9 Heat Pump (roof) 30 A 2 2080 2250 2 30 A Water Heater 10 7 Power - Fridge (AFCI) 20 A 1 180 1500 -- -- -- 8 5 Power - Bedroom (AFCI) 20 A 1 720 1500 2 20 A Duct Heater 6 3 Power - Living Room (AFCI) 20 A 1 1080 180 1 20 A Power - Washer (AFCI) 4 1 Lighting (AFCI) 20 A 1 205 360 1 20 A REC. - Above Counter (AFCI) 2 CKT Circuit Description Trip Poles A C Poles Trip Circuit Description CKT Notes: Enclosure: NEMA 1 MCB Rating: 1 A Mounting: Recessed Wires: 3 Mains Rating: 150 A Supply From: A Phases: 1 Mains Type: MLO Location: K/L/D 209 Volts: 120/208 Single A.I.C. Rating: 22K Branch Panel: 4A Notes: Total Amps: 42 A 32 A 37 A Total Load: 4,981 3,859 4,380 41 42 39 40 37 38 35 36 33 34 31 32 29 30 27 28 25 26 23 24 21 1981 -- -- -- 22 19 1981 -- -- -- 20 17 1981 3 30 A Booster Pump 18 15 180 1 20 A Power - Mech Room 16 13 Power - Roof 20 A 1 180 2039 -- -- -- 14 11 2039 2 30 A Heat Pump (HP-3) 12 9 375 -- -- -- 10 7 ERV-1 20 A 1 156 375 2 20 A Electric Baseboard - Mech Room 8 5 Site Lighting 20 A 1 180 180 1 20 A Power - Mech Room 6 3 Lighting (AFCI) 20 A 1 606 720 1 20 A Power - Cooridor 4 1 Fan Coils 20 A 1 60 191 1 20 A Lighting 2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT Notes: Enclosure: NEMA 1 MCB Rating: 1 A Mounting: Surface Wires: 4 Mains Rating: 225 A Supply From: Phases: 3 Mains Type: MLO Location: Mechanical 101 Volts: 120/208 Wye A.I.C. Rating: 22K Branch Panel: HP-1 REVISIONS Δ DESCRIPTION DATE Notes: Total Amps: 155 A 190 A Total Load: 16,098 20,372 23 24 21 22 19 -- -- -- 2250 203 1 20 A LIGHTING (AFCI) 20 17 WATER HEATER WH-1 30 A 2 2250 5408 -- -- -- 18 15 -- -- -- 2500 5408 2 30 A FC-1 16 13 DRYER 30 A 2 2500 180 1 20 A REC. WASHING MACHINE (AFCI) 14 11 REC. BED RM, HALL (AFCI) 20 A 1 1260 1440 1 20 A REC. BEDRMS (AFCI) 12 9 REC. CATV / WIFI (AFCI) 20 A 1 360 180 1 20 A REC. BATHROOM (AFCI) 10 7 REC. DINING RM (AFCI) 20 A 1 360 1260 1 20 A REC. LIVING RM, STUDY (AFCI) 8 5 -- -- -- 4500 360 1 20 A REC. ABOVE COUNTER (AFCI) 6 3 RANGE 50 A 2 4500 1200 1 20 A REC. MICROWAVE / FAN (AFCI) 4 1 FRIDGE (AFCI) 20 A 1 180 180 1 20 A REC. ABOVE COUNTER (AFCI) 2 CKT Circuit Description Trip Poles A B Poles Trip Circuit Description CKT Notes: Enclosure: NEMA 1 MCB Rating: 1 A Mounting: Recessed Wires: 3 Mains Rating: 150 A Supply From: Phases: 1 Mains Type: MLO Location: K/L/D 232 Volts: 120/208 Single A.I.C. Rating: 22K Branch Panel: 2A 815 S. Aurora St - Mechanical Issued for Permit 2021.06.22.pdfC:\Users\Dominick\Documents\STRM01_Bldg C_Central_ddeluciaMW653.pdf M C T S EXHAUST GRILLE RETURN GRILLE SUPPLY DIFFUSER VOLUME DAMPER FIRE DAMPER CONTROL DAMPER LEGEND CONNECT TO EXISTING PBL -PUSH BUTTON CONTROLLER TIME CLOCK THERMOSTAT CO2 SENSOR/PTL CONTROLLER FLEX DUCT Project # Date PRICING SET NOT FOR CONSTRUCTION 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAMCOLLABORATIVE/ TAITEM. ALL RIGHTS RESERVED A 1 2 3 4 B C D 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com 1/8" = 1'-0" 6/17/2021 9:39:48 AM M0.00 Notes STRM01 OVERLOOK 6/22/21 Visum Development Group 815 South Aurora Street Ithaca, New York 14850 Draft Construction Set BUILDING C A.HEAT PUMP SYSTEMS: 1.During unoccupied periods as determined by 7 day programmable thermostat, the system shall be set back to adjustable setpointtemperatures. 2.During occupied periods as determined by 7 day programmable thermostat, the system shall respond to setpoint temperatures. Each fan coil shall have a thermostat for heating and cooling setpoints. The unit shall remain on until setpoint is reached. 3.The heat pump system is to be the primary heating/cooling system to reach setpoint temperatures. A.In heating mode, the thermostat shall call for heat from the fan coil/heat pump and they shall remain on until satisfying setpoint temperature. If the space temperature cannot be satisfied and the temperature drops 3 degrees below setpoint temperature, the 2nd stage heat 24 Volt DC output shall energize the electric resistance heat relays. The electric heat will be integral to the fan coil. B.In cooling mode, the thermostat shall call for cooling from the fan coil/heat pump and they shall remain on until satisfying setpoint temperature. In cooling mode, the electric resistance heat shall be locked out. B.EXHAUST FANS: 1.EF-1 Bathroom exhaust fan; The bathroom exhaust fan shall run continuously. In three bedroom units the fan shall run at 65 CFM,in two bedroom units the fan shall run at 50 CFM, in one bedroom units the fan shall run at 35 CFM. . C. ELECTRIC BASEBOARD HEATER 1. Electric baseboard heaters shall have a unit mounted thermostat (set to 65 degrees F). Upon a call for heat, the heater shall turn on and remain on. Upon setpoint being satisfied, the heater shall turn off and remain off. SEQUENCE OF OPERATIONS Part 1 -GENERAL 1.1SUBMITTALS A.Provide electronic (pdf) submittals of the following: 1.Equipment 2.Equipment pads 3.Lineset tubing and insulation/refrigerant piping pressure test results 4.Rigid and flexible duct 5.Duct insulation 6.Registers, grilles, louvers, wall caps, radiation dampers 7.Ductwork shop drawings B.Testing and Balancing report air-side (all supply/return/ventilation/exhaust registers). AABC or NEBB qualified balancer. C.Closeout 1.Operation and Maintenance Manual 2.As-Built drawings/refrigerant piping pressure test results PART 2 -PRODUCTS 2.1HEATING AND COOLING SPLIT SYSTEM A.System shall be a variable refrigerant flow series DX split type air conditioner using multiple indoor units of varying type and size, an inverter driven outdoor condensing unit and a direct digital control system to ensure an efficiently controlled, operated and engineered system. B.There shall be a 5 year warranty on the compressor and 1 year plus extended on all other parts. A certified contractor shallinstall the system to receive the extended warranty. C.Refrigerant circuit 1.The refrigerant circuit shall include manufacturer supplied Y-branches or Header fittings to connect to single or multiple (ducted, non-ducted or mixed) indoor units to effectively and evenly distribute refrigerant throughout the VRF system. 2.All field installed refrigerant pipes between outdoor unit and Y-branch or Header and from Y-branch or Header to indoor units shall be field provided. Each pipe shall be insulated separately. 3.Factory installed microprocessor controls in the outdoor unit, and indoor units shall perform functions to efficiently operate the VRF system. 4.Communication between components shall be provided via a field provided and installed 18 AWG shielded wire pair and terminated in a RS485 daisy chain configuration. 5.Outdoor Unit shall be capable of continuous operation between the following outdoor ambient range. Operation outside of theseconditions is possible and may involve non-continuous operations. a.Cooling: 23°F DB to 122°F DB b.Heating: -4°F WB to 61°F WB 6.The system shall be capable of operating at an elevation of at lease 164 feet above or 131 feet below the indoor units. 7. All field provided piping shall be de-hydraded ACR copper pipe. Other pipe materials shall not be allowed. 8. All refrigerant piping shall be insulated with 1" insulation. 2.2FAN COIL 1.The fan coil unit shall be designed to operate in the vertical (upflow) configuration or horizontal (left) end discharge. 2.Unit shall be equipped with factory installed temperature thermistors for: a.Return air 1.Refrigerant entering coil 2.Refrigerant leaving coil 3.Unit shall have the following functions as standard: a.Self-diagnostic function b.Auto addressing 1.Auto restart function d.Auto changeover function (Heat Recovery system only) 1.Auto operation function 2.Child lock function 3.Forced operation 4.Dual thermistor control 5.Sleep mode 6.External static pressure (ESP) control 7.Dual setpoint control 8.Multiple aux heater applications 9.Filter life and power consumption display 2.3DUCTWORK A.Metallic ductwork 1.Sheet metal per SMACNA HVAC Duct Construction Standards -Metal and Flexible, low pressure requirements. a.Round ducts 1)12" or less: 30 gauge 2)Over 12": 26 gauge b.Rectangular ducts 1)36" or less: 30 gauge 2)Over 36": 26 gauge c.Fabricate round and rectangular duct hangers and supports from materials and methods outlined in SMACNA -Low Pressure Duct Construction Standards, 5th Edition. d.All ductwork is to be rigid. e.Duct sizing -Pressure drop shall be no more than 0.1" SP/100 feet of duct. B.Insulation 1.All fiberglass products shall be fornaldehyde-free. 2.Duct insulation in conditioned spaces: Supply R-5; Return none. 3.Duct insulation in unconditioned spaces: Supply and Return R-8. 4. Duct insulation for OA intake:R-8. C.Duct sealant options: a.RCD Corp Mastic #6, Hardcast Iron-Grip 601, or equal, with fiberglass mesh tape, UL 181. b.Automated aerosolized sealant: Aeroseal or approved equal. D.Registers and grilles 1.Wall supply registers: Hart & Cooley with opposed blade damper. 2.Wall return grilles: Hart & Cooley 3.Exterior louvers: Alumininum, drainable, depth to coordinate with wall construction. 4.Provide register and louver frame styles compatible with mounting surface. 5.All registers types, colors, and locations are to be coordinated with architect. E.Ceiling Radiation Dampers F. Dryer Duct 1.30 ga. galv or aluminum, 4"ø rigid metal or 31/4x10 wallstacks to roof w/gooseneck and backdraft damper. 2.Makeup air required where dryer exceeds 200 cfm. 3.Exhaust ducts for domestic clothes dryers shall have a smooth interior finish. The entire exhaust system shall be supported and secured in place. The male end of the duct at overlapped duct joints shall extend in the direction of airflow. Clothes dryer transition ducts used to connect the appliance to the exhaust duct system shall be metal and limited to a single length not to exceed 8 feet in length and shall be listed and labeled for the application. Transition ducts shall not be concealed within construction. 4.Provide clean out at all vertical sections of dryer exhuast duct. 5.Seal all penetrations with non-combustible material. 2.4MECHANICAL IDENTIFICATION A.Plastic Nameplates: All equipment is to have laminated three layer black plastic with engraved white letters. Tag size minimum 1½”square. B.Plastic Tape Pipe Markers: All ducts and pipes are to have flexible, vinyl film tape with pressure sensitive adhesive backing and printed markings. Green background with white letters. 2.5CONTROLS A.Provide all controls as required on the schedules and to implement Sequence of Operation described on this sheet. PART 3 -EXECUTION 3.1INSTALLATION A.General 1.Install all equipment per manufacturer's instructions and standard trade practices. Set units level and plumb. Provide vibration isolation in between the condensing unit and the base stand. 2.All equipment shall have vibration isolation incorporated into the support system. 3.Provide clearances as specified by the manufacturer. 4.Provide access panels for concealed equipment, valves, dampers. 5.Coordinate locations of all equipment with architectural drawing. 6.Provide electric power, per NEC. Verify compatibility with equipment power characteristics. Provide new circuit breakers as required. Label breakers with neat, permanent markings. 7.All work is to be done in accordance with 2015 Uniform Code with 2016 NYS supplements. B.Refrigerant Piping 1.Size and insulate refrigerant piping per manufacturer's instructions. Provide UV protectant coating for exposed exterior insulation. Comply with ASHRAE 15. Exterior pipes shall be encased in a PVC pipe cover. Perform Triple Leak and Pressure Test as per manufacturer’s instruction including checking all connections for leaks by applying a bubble solution to all joints. Document the locations of any leaks found and fix leaks and retest as per manufacturer’s instructions. Once Leak and Pressure Test is completed perform Triple Evacuation Procedure as per the manufacturer’s instructions. Once the system has been properly evacuated confirm the necessity of additional Refrigerant Trim Charge as per the manufacturer’s instructions and engineering documents. Document any refrigerant added for each unit and final refrigerant charge. If there are joints between the indoor and outdoor units other than at the units, document on as built drawings including piping riser diagram so that the joint can be located post-construction. Provide documentation for the above testing including the name of the person performing the test, day/time, results of any leaks that needed to be fixed. Notify engineer at least 48 hours prior to the testing. C.Ductwork 1.All duct shall be galvanized steel unless noted otherwise. Fiberglass ductboard NOT permitted. 2.Provide flexible connection to vibration producing equipment. 3.Maximum 6 feet of flexible duct for connection to registers and diffusers only. Install properly supported with no kinks or sharp bends. Seal connections with adhesive and ties per Manufacturer's instructions. 5.Maximum of 8 feet total in runs of flexible duct for exhaust fans. 6.All mitered duct elbows are to be equipped with air-turning vanes. All radiused duct elbows are to have minimum interior radius equal to one times the duct width (width being duct dimension in direction of radius). 7.Provide duct transitions as required for clearance and duct crossovers. 8.All duct dimensions listed on plans are inside clear dimensions. 9.Install fire dampers in all ductwork greater than 100 square inches that penetrates a fire rated wall or barrier. D.Duct Sealing 1.Seal all duct joints according to one of the specified products. Method of application per manufacturer's instructions. The supply ducts shall have air losses of less than 10% of the total air flow volume measure at the fan or air-moving device. 3.2COMMISSIONING, TESTING, AND BALANCING A.Equipment to be commissioned 1.Split System HVAC equipment 2.Fan/coil units 3.Exhaust fan 4.Controls B.Equipment checkout and startup 1.Verify proper installation, initial settings, and calibration of all controls and valves. 2.Provide startup as specified by manufacturer. 3.Verify sequence of operation as directed by the specifications and the manufacturer. 4.Verify all safety controls. C.Measurements and Adjustments 1.Measure all air flows, temperatures and other characteristics as indicated in the drawings and specifications or required by the manufacturer. 2.Measure motor currents. 3.Measure temperature rise or drop as appropriate through fan coils. 4.Adjust equipment for smooth, quiet operation. Lubricate as directed by the manufacturer 5.For outdoor condensing and heat pump units, measure and report: 5.1.Outdoor air temperature 5.2.Superheat 5.3.Subcooling 5.4.Final refrigerant charge D.Reports 1.Provide written test and balance report, including sequences tested. 2.Identify equipment, date and time of test. 3.Provide design, initial, and final airflow values. 4.Report shall be signed by Contractor and Owner's representative. E.Training 1.Provide a minimum 4 hours of on site training and instructions of the system operation. Schedule training with Owner in writing to allow for attendance by maintenance staff. Obtain Owner signoff for completion of training. 3.3O&M, AS BUILTS AND WARRANTY A.Provide (1) hard copy and (1) digital copy of O&M manuals. B.Provide (1) full size hard copy and (1) digital copy of as-built drawings. C.Provide all warranty information. MECHANICAL NOTES REVISIONS ΔDESCRIPTIONDATE CODE SECTIONCOMPLIANCE C103.2.1REFERENCE MECHANICAL AND PLUMBING DOCUMENTS FOR DUCT AND PIPE INSULATION MATERIALS, ARCHITECTURAL DOCUMENTS FOR ALL OTHER INSULATION MATERIALS C103.2.2REFERENCE ARCHITECTURAL PLANS FOR FENESTRATION U-FACTORS AND SOLAR HEAT GAIN COEFFICIENTS C103.2.3REFERENCE ARCHITECTURAL PLANSFOR AREA-WEIGHTED U-FACTORS AND SOLAR HEAT GAIN COEFFICIENTS C103.2.4MECHANICAL DESIGN CONFORMS TO 2020IECC AND IMC CODE REQUIREMENTS C103.2.5REFERENCE MECHANICAL AND PLUMBING DOCUMENTS FOR EQUIPMENT TYPES, SIZES AND EFFICIENCIES C103.2.7REFERENCE MECHANICAL DOCUMENTS FOR EQUIPMENT AND SYSTEM CONTROLS C103.2.8REFERENCE MECHANICAL DOCUMENTS FOR EQUIPMENT HORSEPOWER AND CONTROLS C103.2.9REFERENCE MECHANICAL AND PLUMBING SPECIFICATIONS FOR CEILING AND INSULATION LOCATIONS C103.2.12REFERENCE MECHANICAL SPECIFICATIONS FOR AIR SEALING DETAILS C303.3OPERATION AND MAINTENANCE MANUAL SHALL BE PROVIDED TO OWNER BY CONTRACTOR FOR ALL EQUIPMENT C403.2.1HVAC LOAD SIZING HAS BEEN PERFORMED IN THE CARRIER HAP PROGRAM, USING RTS (HEAT BALANCE) METHODOLOGY C403.2.3ALL HVAC EQUIPMENT MEETS OR EXCEEDS MINIMUM EFFICIENCIES, REFERENCE MECHANICAL DOCUMENTS C403.2.4REQUIRED HVAC CONTROLS SHALL BE PROVIDED, REFERENCE MECHANICAL DOCUMENTS C403.2.4.3MOTORIZED DAMPERS PROVIDED FOR EXHAUST AND OUTSIDE AIR INTAKES GREATER THAN 300 CFM OR IN BUILDLINGS 3 STORIES OR LESS C403.2.9.1DUCT IS REQUIRED TO BE INSULATED TO THE INDICATED MINIMUM LEVEL, REFERENCE MECHANICAL DOCUMENTS C403.2.9.3INSTALLING CONTRACTOR SHALL ENSURE THAT ALL AIR DISTRIBUTION COMPONENTS ARE PROPERLY SEALED C403.2.9.5DUCT SIZING AND DUCT DESIGN HAS BEEN PERFORMED, REFERENCE MECHANCIAL DOCUMENTS C403.2.10ALL PIPING INSULATION CRITERIA HAS BEEN MET, REFERENCE MECHANICAL/PLUMBING DOCUMENTS C403.2.11MECHANICAL SYSTEMS SHALL BE COMMISSIONED AS REQUIRED C403.5.3ECONOMIZER CONTROL NOT REQUIRED. ALL INDIVIDUAL UNIT COOLING CAPACITIES ARE LESS THAN 270,000 BTU/HR C408.2.2INSTALLING CONTRACTOR SHALL TEST AND BALANCE ALL HVAC SYSTEMS AND PROVIDE REPORT TO ENGINEER REQUIRED 2020 IECC ENERGY CONSERVATION COMPLIANCE ENERGY CONSERVATION CODE COMPLIANCE STATE TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT, THE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE INTERNATIONAL ENERGY CODE, AS ADOPTED BY THE STATE. UNIT 1A Mechanical Stair 0 See 1/ M2.00 See 4/ M2.00 UNIT 1B FC-2 PROVIDE 8" CLEARANCE ABOVE FAN COIL FOR SPRINKLER PIPE. Bedroom EBH-1 UNIT 2A UNIT 2B See 2/ M2.00 See 5/ M2.00 Stair 1 FC-3 Stair 2 See 2/ M2.00 See 5/ M2.00 UNIT 3A UNIT 3B UNIT 4A UNIT 4B See 5/ M2.00 See 3/ M2.00 Bedroom Stair 3 FC-2 HP-1 APT 2A HP-1 APT 3B HP-1 APT 4A HP-1 APT 3A HP-1 APT 4B HP-2 STAIRS HP-1 APT 2B 1 M4.00 __________ HP-1 APT 1A HP-1 APT 1B PROVIDE CUSTOM INSULATED PIPE CURB WITH SIDE MOUNTED EXIT SEALS/CAPS FOR EACH PENETRATION, ALL ROOF PENETRATIONS SHALL BE FULLY SEALED, TYPICAL PROVIDE 16"X6" CONCRETE PAVER FOR EACH STAND LEG, SECURE LEG TO PAVER, TYPICAL Project # Date PRICING SET NOT FOR CONSTRUCTION 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAMCOLLABORATIVE/ TAITEM. ALL RIGHTS RESERVED A 1 2 3 4 B C D 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com 1/8" = 1'-0" 6/17/2021 9:41:06 AM M1.00 Building C Floor Plans -Mechanical STRM01 OVERLOOK 6/22/21 Visum Development Group 815 South Aurora Street Ithaca, New York 14850 Draft Construction Set BUILDING C 1/8" = 1'-0" 1 GROUND FLOOR MECHANICAL PLAN 1/8" = 1'-0" 2 FIRST FLOOR MECHANICAL PLAN 1.EXHAUST SHALL BE 3' FROM ALL WINDOW OPENINGS. INTAKE SHALL BE 10' FROM ALL EXHAUST LOCATIONS. COORDINATE WITH ALL PENETRATIONS WITH G.C. 2.ALL OUTDOOR AIR INTAKE AND MAKEUP AIR DUCTS ARE TO BE INSULATED WITH CONTINUOUS R-8 DUCT INSULATION. 3.THERMOSTATS SHALL BE MOUNTED AT 60" AFF. M1.00 GENERAL NOTES REVISIONS ΔDESCRIPTIONDATE 1/8" = 1'-0" 3 SECOND FLOOR MECHANICAL PLAN 1/8" = 1'-0" 4 THIRD FLOOR MECHANICAL PLAN 1/8" = 1'-0" 5 ROOF MECHANICAL PLAN FC-1 EF-1 Bedroom Bedroom Bedroom Bath K/L/D D 50 CFM 4"ø 16"x8" 10"x6" 10"x6" 12"x8" 10"x6" 10"x6" 10"x8" A 120 CFM A 120 CFM A 120 CFM B 140 CFM 10"x6" B 140 CFM C 6"ø 4"ø PROVIDE RDFU FAN RADIATION DAMPER D C 50 CFM IN JOIST SPACE IN JOIST SPACE CONNECT TO KITCHEN HOOD 50 CFM PROVIDE RDFU FAN RADIATION DAMPER 50 CFM IN JOIST SPACE IN JOIST SPACE CONNECT TO KITCHEN HOOD CONNECT TO DRYERBOX DB-80 14"x8" 6"ø FC-1 K/L/D Bedroom W.I.C. Bath 16"x8" B 245 CFM B 245 CFM A 150 CFM 50 CFM EF-1 C C 6"ø 6"ø PROVIDE RDFU FAN RADIATION DAMPER CONNECT TO KITCHEN HOOD IN JOIST SPACE IN JOIST SPACE 4"ø CONNECT TO DRYERBOX DB-80 4"ø E EF-1 FC-1 K/L/D Bedroom Bedroom Bedroom Bath 50 CFM D 50 CFM 16"x8" A 120 CFM B 140 CFM B 140 CFM C 6"ø D C 6"ø 4"ø PROVIDE RDFU FAN RADIATION DAMPER CONNECT TO KITCHEN HOOD A 120 CFM 4"ø CONNECT TO DRYERBOX DB-80 10"x8"16"x8" A 120 CFM 10"x6" 12"x8" 10"x6" 12"x8" 50 CFM PROVIDE RDFU FAN RADIATION DAMPER 50 CFM IN JOIST SPACE IN JOIST SPACE CONNECT TO KITCHEN HOOD 50 CFM PROVIDE RDFU FAN RADIATION DAMPER 50 CFM IN JOIST SPACE IN JOIST SPACE CONNECT TO KITCHEN HOOD CONNECT TO DRYERBOX DB-80 10"x6" A 100 CFM 10"x6" A 100 CFM 10"x6" A 100 CFM 10"x6" A 100 CFM B 120 CFM 10"x6" 10"x6" B 120 CFM10"x8"12"x8"14"x8"10"x6" 16"x8" EF-1 4"ø 4"ø D C D FC-1 C A 100 CFM B 200 CFM B 140 CFM 12"x8" 12"x8" 10"x6"10"x6" 10"x6" 16"x8" 14"x8" 14"x8" A 100 CFM A 100 CFM FC-1 C EF-1 4"ø C 6"ø DD 6"ø PROVIDE RDFU FAN RADIATION DAMPER IN JOIST SPACE 50 CFM IN JOIST SPACE CONNECT TO KITCHEN HOOD CONNECT TO DRYERBOX DB-80 4"ø 50 CFM Project # Date PRICING SET NOT FOR CONSTRUCTION 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAMCOLLABORATIVE/ TAITEM. ALL RIGHTS RESERVED A 1 2 3 4 B C D 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com 1/4" = 1'-0" 6/17/2021 9:41:51 AM M2.00 Building C Enlarged Units STRM01 OVERLOOK 6/22/21 Visum Development Group 815 South Aurora Street Ithaca, New York 14850 Draft Construction Set BUILDING C 1/4" = 1'-0" 1 ENLARGED UNIT 3.2 -MECHANICAL 1/4" = 1'-0" 4 ENLARGED UNIT 1.1 -MECHANICAL 1/4" = 1'-0" 5 ENLARGED UNIT 3.3 -MECHANICAL REVISIONS ΔDESCRIPTIONDATE 1/4" = 1'-0" 2 ENLARGED UNIT 3.4 -MECHANICAL 1/4" = 1'-0" 3 ENLARGED UNIT 3.5 -MECHANICAL FASTEN HEAT PUMPS TO PAVER WITH MASONRY SCREWS CONSTRUCTION SHIM WHERE NECESSARY PAVERS 100 LBS/LEG PROVIDED BY G.C. 8"x16" INSULATED OUTDOOR AIR DUCT PROVIDE CUSTOM STEEL ANGLE FRAME, RETURN PLENUM WITH FILTER ASSEMBLY TO FIT A 1" FILTER, PROVIDE MERV 8 FILTER. OUTDOOR AIR DUCT CONNECTION FAN COIL COORDINATE CONDENSATE WITH PLUMBING. REFER TO 1/P0.02 CEILING RADIATION DAMPER DUCT UP IN JOIST SPACE Project # Date PRICING SET NOT FOR CONSTRUCTION 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAMCOLLABORATIVE/ TAITEM. ALL RIGHTS RESERVED A 1 2 3 4 B C D 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com 1/2" = 1'-0" 6/17/2021 9:42:21 AM M4.00 Mechanical Schedules & Details STRM01 OVERLOOK 6/22/21 Visum Development Group 815 South Aurora Street Ithaca, New York 14850 Draft Construction Set BUILDING C REVISIONS ΔDESCRIPTIONDATE FAN SCHEDULE TypeManufacturerModelDescriptionAir Flow CFM Exhaust External Static PressureSonesWeight, lbs ELECTRICAL Comments VoltagePhaseMCA EF-1BroanZB-80Ceiling exhaust fan0 CFM0.63.315 lb120 V10.3 AProvide RDFU radiation fire damper. Airflow varies, refer to sequence of operation. AIR TERMINAL SCHEDULE TypeManufacturerModelDescriptionMaterial & ColorBorder Type NECK SIZE Comments WidthHeight AHart & Cooley631Return Grille with 35 Degree DeflectionSteelSurface Mount10"6"Color TBD by architect. BHart & Cooley631Return Grille with 35 Degree DeflectionSteelSurface Mount12"8"Color TBD by architect. CXVENT6SEBS-SExterior exhaust louverPlasticSurface Mount8 3/4"8"Color TBD by Architect, 8 week lead time, exact model number to be coordinated with wall type. DXVENT4SEBS-SExterior exhaust louverPlasticSurface Mount8 3/4"8"Color TBD by Architect, 8 week lead time, exact model number to be coordinated with wall type. EXVENTDHEB-44SExterior exhaust louverPlasticSurface Mount8 3/4"13"Color TBD by Architect, 8 week lead time, exact model number to be coordinated with wall type. GTitus300RSReturn Grille with 35 Degree DeflectionSteel - WhiteSurface Mount6"6"Color TBD by architect. HTitus300RLAdjustable Supply Grille with Double DeflectionSteel - WhiteSurface Mount6"6"Color TBD by architect. ELECTRIC BASEBOARD HEATER SCHEDULE Type MarkManufacturerModelDescriptionWattsVoltagePh aseComments EBH-1Qmark2503W3' Electric baseboard heater750208 V1PROVIDE UNIT MOUNTED THERMOSTAT. FAN COIL SCHEDULE TypeManufacturerModelDescriptionAir Flow cfm Cooling Btu/HrHeating LengthWidthHeightWeight, lbs ELECTRICAL Comments TotalBtu/HrVoltagePhaseMCA FC-1LG ElectronicsLVN181HV4Vertical Ducted Fan Coil with duct heater640 CFM24000.0 Btu/h23000.0 Btu/h1' - 9 1/4"1' - 6"4' - 1"129 lb208 V114.8 AProvide PREMTBVCO thermostat. Run all PVC condensate piping to riser in mechanical closet FC-2LG ElectronicsARNU053SJA4Wall mounted fan coil240 CFM5500.0 Btu/h6100.0 Btu/h2' - 8 3/16"0"1' - 0 7/16"19 lb120 V10.3 AProvide Aspen condensate pump, PREMTBVCO thermostat. Run all PVC condensate piping to riser in mechanical closet FC-3LG ElectronicsARNU123SJA4Wall mounted fan coil300 CFM12300.0 Btu/h13600.0 Btu/h2' - 8 3/16"0"1' - 0 7/16"19 lb120 V10.3 AProvide Aspen condensate pump, PREMTBVCO thermostat. Run all PVC condensate piping to riser in mechanical closet HEAT PUMP SCHEDULE TypeManufacturerModelDescription Cooling EER Seasonal Energy Efficiency Rating Heating COP Heating Seasonal Performance FactorLengthWidth Heigh t Weight, lbs ELECTRICAL Comments Total Btu/Hr Capacity Btu/HrVoltagePhaseMCA HP-1LG ElectronicsLUU189HVHeat Pump24000.0 Btu/h13.31923000.0 Btu/h 3.669.537"15"33"129 lb208 V120.0 AProvide wind baffles, base pan heater, disconnect and 24" tall Quicklsling stand along with 2' x 2' pavers: (4) per unit. HP-2LG ElectronicsARNU024GSS4Heat Pump24000.0 Btu/h13.331723000.0 Btu/h 4.061037"13"33"159 lb208 V120.0 AProvide wind baffles, base pan heater, disconnect and 24" tall Quicklsling stand along with 2' x 2' pavers: (4) per unit. 1/2" = 1'-0" 1 TYPICAL HEAT PUMP STAND DETAIL 1/2" = 1'-0" 2 TYPICAL MECHANICAL CLOSET SECTION 815 S. Aurora St - Plumbing Issued for Permit 2021.06.22.pdfP:\Design\R-Z\Visum 815 South Aurora Street - 19031\3. Drawings\Plumbing\2021.06.22 Plmg utilities\STRM01_Bldg C_Central_bmangi WASTE WASTE BELOW FLOOR VENT COLD HOT BALL VALVE GATE VALVE CHECK VALVE VENT THRU ROOF VTR LEGEND AIR ADMITTANCE VALVE AAV ABOVE FINISH FLOOR AAF DOUBLE CHECK VALVE OS&Y VALVE CIRCUIT SETTER Project # Date PRICING SET NOT FOR CONSTRUCTION 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAMCOLLABORATIVE/ TAITEM. ALL RIGHTS RESERVED A 1 2 3 4 B C D 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com 1/8" = 1'‐0" 6/22/2021 3:53:50 PM P0.00 Plumbing Notes, Schedules & Legend STRM01 OVERLOOK 6/22/21 Visum Development Group 815 South Aurora Street Ithaca, New York 14850 Permit Set BUILDING C WATER HEATER SCHEDULE TypeManufacturerModelVolumeDescription Recovery Rate (GPH) Energy FactorVoltagePhaseWattsComments WH-1Bradford WhiteRE250T650.0 galElectric Water Heater210.91208 V14500 WProvide drain pan PLUMBING FIXTURE SCHEDULE TypeManufacturerModelDescriptionComments CO-1ZurnZ1400-B4" Epoxy coated cast iron floor cleanout with 5” round adjustable gasketed nickel bronze top, removable gasketed brass cleanout plug, and no hub outlet. FD-1ZurnZN415BZ-OF3" No-Hub Connection Epoxy coated cast iron area drain with anchor flange, body collar with weepholes, Oval Funnel (Z329-7) Polished nickel bronze top 6-1/4" (159) diameter adjustable top with heel proof ductile iron grate. Provide Proset trap guard FD-2ZurnZ507-P3" No-Hub Connection 7" Diameter top drain, Dura-Coated cast iron body and top with bottom outlet. Medium duty. trap primer connection. Provide trap primer connection to nearest water source. HB-1ZurnZ1388Roof Hydrant Exposed Head, Non-FreezeProvide vacuum breaker and connect drain to secondary piping of nearest roof drain HB-2ZurnZ1320-CXLQuarter Turn Recessed Wall Hydrant, Non-freeze, Anti-siphon, automatic draining L-1American Standard0321.026Declyn 18.5x17 wall hung lav, 4" centers. L-1.1American Standard7385.000Single handle lav faucet with popup drain, 0.5 gpm, EPA WaterSense RD-1ZurnZ1653" 8-3/8 Diameter Combination Main Roof & Overflow Drain with Low Silhouette Cast Iron Domes & Double Top-Set® Deck Plate RD-2ZurnZ154-9012" square top prom-deck drain, dura-coated cast iron body with rotatable light duty square promenade frame with seepage openings, frame clamps and light duty heel proof grate. 2" no-hub outlet, 90 degree side outlet RD-3ZurnZ154-S90Secondary 12" square top prom-deck drain, dura-coated cast iron body with rotatable light duty square promenade frame with seepage openings, frame clamps and light duty heel proof grate. 2" no-hub outlet, 90 degree side outlet and secondary strainer RDN-1ZurnZF199Downspout with Push-On Connection3" RDN-2ZurnZF199Downspout with Push-On Connection S-1DaytonD12225422x25 single bowl stainless steel sink; 4 hole S-1.1American Standard4175.701.F15Single Handle Kitchen Faucet with Spray. 1.5 GPM T-1American Standard2391.202/2390.202Princeton recesss tub, 30x60x14, right or left hand outlet as required. Chrome trim integral overflow T-1.1American Standard7413508.002Chatfield tub/shower valve; 3 function shower head; 1.8 gpm WC-1American Standard211CA.104Champion Pro ADA Elongated Toilet 1.28 GPF WCS-1Church380SLOWTToilet Seat, Elongated with Cover; Slow Close; Sta-Tite Fasteners solid plastic closed front with cover, easy lift-off cleaning feature, bolts, nuts and washers, for elongated bowl. (Private Use) WSHR-1IPS CorporationMWB261/2" 1/4 Turn Sweat Valve Top Mount Installed w/Hammer Arresters, 2" Slipnut Drain Kit DOMESTIC WATER BOOSTER PUMP TypeManufacturerModelPu mp Head Pump HP/ Per pump Flow/ Per pumpDescriptionVoltagePhaseComments DP-1QuantumFloWisperFlo Prodigy Duplex 52.58 psi1 hp24.5 GPMDuplex variable speed package pressure booster 208 V3Provide Pump run dry contact relays, general alarm, low suction and high system dry contact relays, left side inlet and outlet connections. vertical orientation SPECIALTY VALVE SCHEDULE TypeManufacturerModelDescriptionSize DCVA-1Zurn350XLSLead Free Double Check Backflow Preventer Assembly with Strainer1 1/2"-1 1/2" PLUMBING NOTES PART 1 -GENERAL 1.1SUBMITTALS A. Provide electronic (pdf) submittals for: 1. Fixtures, water heaters, valves, hydrants, floor drains, roof drains, cleanouts, booster pump. B. Closeout: 1. Operation and Maintenance Manual. 2. As-Built drawings. 3. Warranties PART 2 -PRODUCTS 2.1DOMESTIC WATER PIPING A. PIPES AND TUBES 1. Hard Copper Tube: ASTM B 88, Type L, water tube, drawn temper. 2. Soft Copper Tube: ASTM B 88, Types K and L, water tube, annealed temper. 3. PEX tubing: ASTMF877, SDR9 PEX tube and ASTMF1807. a. Support Spacing: Up to 1" -32 inches; Over 1" -48". 4. Ductile-Iron Pipe: AWWA C151, Classes 50 and 51; mechanical or push-on joint; with AWWA C104 cement-mortar lining. B. PIPE APPLICATIONS 1. Above ground: a. Hard copper tube, Type L; wrought-copper or cast-copper-alloy pressure fittings; copper unions; bronze flanges; with lead-free solder joints. b. PEX tubing with metal insert-type fittings with copper crimp rings. 2. Below ground 2" and smaller: a. Type K copper with flare or compression joints. b. PEX with metal insert-type fittings with copper crimp rings. 3. Below ground greater than 2": a. Ductile-Iron Pipe with mechanical or push-on joints. C. INSULATION 1. Mineral-Fiber, Preformed Pipe Insulation: Comply with ASTMC547, TypeI, GradeA, with factory-applied ASJ and PVC fitting covers. 2. On PEX piping only: Flexible Elastomeric, closed-cell, sponge-or expanded-rubber materials. Comply with ASTMC534, TypeI for tubular materials. a. Seal longitudinal seams and end joints with adhesive to eliminate openings in insulation that allow passage of air to surface being insulated. b. Insulation Installation on Pipe Fittings: Install mitered sections of pipe insulation. Secure insulation materials and seal seams with adhesive to eliminate openings in insulation that allow passage of air to surface being insulated. 3. Hot water and recirculation piping: 1" thick 4. Cold water piping: ½" thick A. Insulation shall be omitted on PEX cold water piping. 5. Insulate all penetrations of concrete slabs with ½" closed cell foam. D. FIRE CAULK MATERIAL 1. Comply with ASTM E 119. 2.2SANITARY WASTE AND VENT PIPING; ROOF DRAIN PIPING; CONDENSATE PIPING A. PIPES AND TUBES 1. PVC Plastic, DWV Pipe: ASTM D 2665, Schedule 40, plain ends. 2. Hub-and-Spigot, Cast-Iron Soil Pipe: ASTM A 74, Service class 3. Hubless, Cast-Iron Soil Pipe: CISPI 301 B. PIPE APPLICATIONS 1. Aboveground Applications: a. Hubless, cast-iron soil pipe and fittings. b. PVC plastic, DWV pipe and fittings with solvent-cemented joints permitted subject to local code enforcement approval. Install PVC soil and waste drainage and vent piping according to ASTM D2665 "Standard Specification for Poly(Vinyl Chloride) (PVC) Plastic Drain, Waste, and Vent Pipe and Fittings". 2. Belowground Applications: Hub-and-spigot, cast-iron soil pipe and fittings. C. AIR ADMITTANCE VALVES. 1. Air admittance valves shall be permitted only where shown or noted on drawings. 2. Air admittance valves shall be installed a. in conformance with the Uniform Code of NYS. b. in accessible ventilated areas c. a minimum of 4 inches above the horizontal branch drain or fixture drain being vented. D. PIPING INSTALLATION 1. Install in conformance with New York State plumbing code and local authorities. Install cleanouts every 75 feet, exterior, every 50 feet, interior, and where shown. Inspect and test piping systems following procedures of authorities having jurisdiction. 2. All sanitary piping below slab shall be minimum of 2". 2.3FIXTURES AND SPECIALTIES A. Per Drawing Schedules. PART 3 -EXECUTION 3.1COORDINATION A. Coordinate with other trades to avoid conflicts. 3.2INSTALLATION A. Install ball valves on all equipment connections, and risers. Support vertical piping at each floor. Provide for thermal expansion and noise isolation. B. Install fixtures with flanges and gasket seals. C. Install flushometer valves for accessible water closets and urinals with handle mounted on wide side of compartment. Install other actuators in locations that are easy for people with disabilities to reach. D. Install tanks for accessible, tank-type water closets with lever handle mounted on wide side of compartment. E. Fasten wall-hanging plumbing fixtures securely to supports attached to building substrate when supports are specified, and to building wall construction where no support is indicated. F. Fasten floor-mounted fixtures to substrate. G. Fasten counter-mounting plumbing fixtures to casework. H. Secure supplies to supports or substrate within pipe space behind fixture. I. Set shower receptors and mop basins in leveling bed of cement grout as directed by manufacturer. J. Install individual supply inlets, supply stops, supply risers, and tubular brass traps with cleanouts at fixture. K. Omit traps on fixtures having integral traps. Omit traps on indirect wastes, unless otherwise indicated. L. Install disposers in sink outlets. M. Install escutcheons at wall, floor, and ceiling penetrations in exposed, finished locations and within cabinets and millwork. Use deep-pattern escutcheons where required to conceal protruding pipe fittings. N. Seal joints between fixtures and walls, floors, and counters using sanitarytype, one-part, mildew-resistant, sealant. Match sealant color to fixture color. O. Install insulation on supplies and drains of accessible fixtures. P. Penetrations in all 1hr fire resistence rated walls shall be sealed with fire caulk. 3.3 TESTING A. Test all sanitary waste and vent piping per Uniform Code of New York State. Provide record of AHJ inspection. B. Test all domestic water piping at 100 psi for 24 hours. Air testing shall show a loss of pressure not greater than 2 psi. 3.4 RECORD DRAWINGS A. The Contractor shall maintain a set of record documents clearly indicating all changes from the contract drawings to be use in creating as-built drawings. 3.5 CLOSE OUT REQUIREMENTS A. In addition to any or all requirements listed in Division 1 specifications, the following are required to be submitted to the Architect/Engineer: 1. As-built drawing markup. 2. Copy of all Valve Charts. 3. Operation and Maintenance Manual. 4. Report of final plumbing inspection. All China Fixtures Shall Be White; Kitchen Sinks Shall Be Stainless Steel; Trim Shall Be Polished Chrome REVISIONS ΔDESCRIPTIONDATE Project # Date PRICING SET NOT FOR CONSTRUCTION 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAMCOLLABORATIVE/ TAI TEM. ALL RIGHTS RESERVED A 1 2 3 4 B C D 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com 6/22/2021 3:53:50 PM P0.01 Plumbing Specifications STRM01 OVERLOOK 6/22/21 Visum Development Group 815 South Aurora Street Ithaca, New York 14850 Permit Set BUILDING C DOMESTIC BOOSTER PUMPS 1.01GENERAL A.Furnish and install a factory packaged and tested, variable-speed domestic water pressure boosting system including pumps, motors, controls, valves, interconnecting piping, wiring and accessories for a complete, NSF 61 approved system with UL508A Industrial Controls and QCZJ 3rdParty Package Certification. B.All materials, installation and workmanship shall comply with the applicable requirements and standards addressed within the following references: 1.Underwriters Laboratories Listings 508A and QCZJ Packaged Pumping Systems C.All equipment under this section shall be furnished completely assembled and pre-tested at simulated project site conditions in a laboratory, by a single supplier and shall be products that the manufacturer regularly engages in. The supplier shall have sole responsibility for proper functioning of the system and equipment supplied. Copies of simulated site tests must be available at the request of the owner or engineer. D.The manufacturer of the domestic water pressure boosting system shall be responsible for compliance with all applicable codes and regulations and be held accountable for the complete pump package. The manufacturer must maintain a testing laboratory which is an NSF 61 Certified closed loop testing system capable of pressurized suction and supply condition simulation. The test laboratory shall feature procedures detailing an unbroken chain of calibrations as required by NIST. Open atmospheric testing equipment which cannot mimic site installation conditions are not approved or acceptable. E.Field Reports: Submit verification statement, signed by system manufacturer representative, of start-up, adjustment service and acceptance of installation. Indicate summary of field performance test, system pipe flushing and field acceptance tests performed. F.Operation and Maintenance Data: 1.Operation Data: Include manufacturer’s instructions, start-up data, trouble-shooting check lists, for pumps, drivers, and controllers. 2.Maintenance Data: Include manufacturer’s literature, cleaning procedures, replacement parts lists, and repair data for pumps, drivers and controllers, preventive maintenance schedule, preventive maintenance recommendations and procedures. Identify place of purchase, location and contact numbers of service depot and technical support for each product installed. 1.02WARRANTY A.All components furnished shall be warranted for a period of 5 years from documented date of shipment. 1.03MAINTENANCE SERVICE A.Furnish service and maintenance of packaged system for one year from documented date of Substantial Completion. 2.01GENERAL A.The entire system shall be factory skid mounted on a minimum 304 stainless-steel structural square tube support frame, with in-shear molded rubber vibration isolators in compliance with standards as required in installation instructions published by pump manufacturer. Suction and Discharge Headers must be supported by pump skid frame to prevent piping strain on the pump casing and during system transport. No Exceptions. B.All valves shall be full port bronze ball valves with integral union, S.S. ball and stem design for valve sizes 2" and smaller, and ductile iron, epoxy coated, lever operated, lug or grooved style type butterfly valves, with stainless steel disc, and stainless steel shaft, for valve sizes 2.5" and larger. Valves must be rated for maximum pressure service for the system and also comply with NSF 61 Drinking Water requirements. C.The packaged pumping system shall include all electrical wiring between components and shall be completely flow and pressure tested for actual site conditions at the factory prior to shipment. D.System shall be arranged such that single point connections are required for piping and electrical power supply. E.Individual pumps, motors and check valves shall be serviceable with the booster system in operation utilizing isolation valves for each pump. F.Refer to schedules on Contract Drawings for required pump capacities and electrical characteristics. 2.02ACCEPTABLE MANUFACTURERS A.The following manufacturers are acceptable provided their products meet or exceed these Specifications and the Contract drawing schedules: 1.QuantumFlo 2.Approved equal to these specifications with 10-day prior approval from the Engineer. 2.03PUMPS AND MOTORS A.Motor shall be NEMA Premium Efficiency, Class F Insulated, Inverter duty, closecoupled type with a JM or C-face motor. Motors shall be TEFC enclosed and manufactured in accordance with NEMA standards for the voltage, frequency and phasing indicated on the pump schedule or plans. B.Pumps and motors larger than 5 H.P. shall be mounted with rubber-in-shear isolators to reduce vibration to the machine and system piping as required. 2.04VARIABLE FREQUENCY DRIVES A.System shall feature variable frequency drives of the PWM design suitable for variable torque applications using any standard NEMA Design B squirrel cage induction motor. Variable frequency drives shall be sized for the maximum possible amp draw throughout the programmed sequence of pump operation. B.Drives shall be pulse width modulated, start into a rotating load, follow signal from logic section of control panel when in auto mode and be provided with the following features: 1.Hand/off/auto switch and manual speed adjustment if auto system is inoperable. 2.Auto Drive Shutdown for electrical fault. 3.Automatic restart after power fails shutdown. 4.Complete service diagnostics with fault history log up to 6 events. C.Keypad Operator Device including the following: 1.Backlit LCD Display. 2.Power On and Alarm/Fault Displays. D.Operational data displays include: 1.Drive Speed (HZ) 2.Motor Power 3.Energy (kWh) 4.Current 5.Elapsed Time 6.RPM 7.Motor Voltage E.No bypass shall be provided with any drive as the VFD is the only mode of pressure control. F.Drives shall be controlled via a Master/Slave control arrangement where the controller makes all adjustments via a high-speed interface which provides for greater PID resolution and PID auto-tuning. Exceptions to this requirement must be approved via pre-approval documentation with the engineer proving their energy-efficiency to the standard set forth. 2.05SEQUENCE OF OPERATION A.The lead pump shall run only as necessary to maintain system pressure and will be controlled automatically by means of the pressure sensor/transmitter and programmable logic controller (PLC) designed to prevent short cycling and provide sensor-less flow detection. If the lead pump is unable to maintain system pressure the lag pump(s) will be called on as required by the sensor-less flow algorithm and will operate in parallel with the lead pump until no longer necessary and be sequenced off. When one pump can handle the system demand the controls will optimize energy consumption by eliminating the lag pump from sequence. When a low or no-flow condition is reached, the system shall revert to the stand-by mode when no flow is present via an intelligent flow detection algorithm, which does not raise the set pressure to charge a tank to detect low flow. These systems DO NOT require a hydropneumatic tank installed. Note: Raising system pressure to charge a tank violates ANSI/ASHRAE/IES Standard 90.1 by raising the pressure in lieu of maintaining constant system pressure. B.An empty pipe condition is to be determined by an algorithm allowing for a slow ramp to set point to prevent system pressure shocks. The “pipe-fill”algorithm will also prevent VFD “wind-up”and pressure spikes associated with this condition. C.The system shall employ software to detect pipe break and stop system, initiate an alarm and log the event. In the event of a sensor failure, the system shall run one pump in a semi-automatic mode allowing the building to maintain a minimum pressure until the sensor can be repaired or replaced. D.An auto-tuning PID algorithm shall continuously monitor system pressure and maintain steady-state system pressure as demand load changes rapidly and pump moves horizontally on its plumbing-performance curve. The PID algorithms shall incorporate intelligent algorithms to start the pumps at the point of creating pressure saving energy and reducing time to set pressure upon pump call. 2.06CONTROL PANEL A.Logic Section -Provide, mount and wire on the skid a programmable logic controller in a NEMA 3R, splash-proof, forced-air ventilated enclosure to fully contain all VFD’s and interface the signal from the pressure sensor to the VFD's and provide a stabilized response to speed up or slow down or add pumps to meet system requirements. The controller shall provide set point adjustment, timer adjustment, PID functions (as required) and both system and controller self diagnostics via touch screen display. The touch screen display/human machine interface shall include a 7”TFT WVGA, 16.7 million color, resistive analog display. All user interface set points shall be easily accessible via a password protected display screen. The password shall be of the “rolling”type to prevent un-authorized access to factory settings. Normal system operation shall be auto-tuned to eliminate hunting. Controller shall feature a USB Download connection which allows user to download trending analysis without the need for a formal BAS connection. All system data and settings shall be accessible from the display without the need to access the high-voltage controller internals. The software shall include clear alarm indications and user wizards to ascertain and correct typically encountered system alarms. B.Power Section –The internally touch-safe, high voltage controller with HMI shall be factory wired and mounted on the stainless steel system skid. The panel shall be furnished with single-point, fused main disconnect switch with through the door handle, each VFD shall be protected by a fused branch compact circuit protector. A 24-volt DC power supply shall be provided for logic, sensors and fan circuitry where necessary. Controller shall feature the following minimum additional components: 1.Type II Surge Arrestor with active over-voltage control via metal oxide varistors. Passive surge arrestors are not acceptable. 2.Low suction pressure shutdown circuit with auto reset and alarm logging. 3.High system pressure shutdown circuit with auto reset and alarm logging. 4.System key-logger which records the last 400 keypad entries stored in non-volatile memory. (downloadable) 5.Audible alarm with silence push button and alarm log recognition of reset. 6.Auto-alternate all pumps automatically on each stand-by cycle. 7.Auxiliary relay contacts for all alarm conditions or discreet data monitoring capability. 8.Audible and visual indication of low storage tank level, with silence push button. (when optional suction break-tank is used) 9.Elapsed time meters, motor voltage, KW and other critical values, portable to system SCADA via discreet communication. 10.Pipe Break Alarm with auto-shut down and time/date alarm logging of event. 11.Trend chart indicating system pressure and system KW with direct to USB Flash download for the most recent 1-week events, time and date stamped. 12.The system shall not require external flow meters or KW monitoring. The system will not implement speed, thermal or time delay means to detect and shut down pumps on a no demand condition as this wastes energy and provides for unnecessary run times. 13.System must feature ANSI/ASHRAE/IES Energy Standard 90.1 compliance via either a remote mounted pressure sensor or internal system logic which detects low flow and automatically adjusts set point according to piping losses at the condition with auto reset. 14.As per current NEC 2017, Section 409.110, control panel MUST have a listed minimum SCCR value, equal to or greater than the available fault current of the feeder circuit. A coordination study must be completed and furnished by the electrical designer or contractor to verify available fault current against the connected equipment. 3.01INSTALLATION A.Installation shall meet or exceed all applicable federal, state and local requirements, referenced standards and conform to codes and ordinances of authorities having jurisdiction. B.All installation shall be in accordance with manufacturer’s published recommendations. C.Install the system level and in accordance with manufacturer’s published recommendations. D.Locate equipment with allowance for manufacturer's recommended clearances around unit. E.Set entire unit on 4" high reinforced concrete equipment pad. Provide vibration isolators and bolt skid to pad. Structurally connect equipment pad to building slab to prevent movement. F.Pipe discharge from all relief valves, drains and individual pump thermal purge protection solenoid valves, indirectly to floor drain having adequate capacity to accept discharge. G.Provide, Type "L" copper branch feed to the bladder tank (if required) with isolation valve from system distribution main as shown on the Contract Drawings. 3.02FACTORY TESTING A.The booster system shall be completely performance tested under project site simulated conditions and shall undergo a complete electric and hydraulic test from 0 to 100% design flow at the factory. The test shall be performed at the estimated site pressure conditions and preset to these conditions prior to shipment. Proof of simulated factory testing shall be provided to the engineer/owner. All control devices including transmitters and all safety features shall be factory calibrated and tested. Hydrostatic-only testing is NOT ACCEPTABLE as a true factory flow test. 3.03VERIFICATION AND TESTING A.Verify that the pumps and prime movers have been aligned according to manufacturers’ recommendations. B.Test the system performance by verifying the operation of the pumps and system vs. the pump curves, alarms, controls, etc. Testing must include simulated site suction and discharge conditions at system flow. C.Contractor shall inform Owner 48 hours in advance of verification and testing so that Owner’s Construction and Physical Plant personnel may observe, performance verifications, verification of site conditions and testing of system performance, alarms and controls. 3.04INSTRUCTIONS AND START-UP A.Provide for the service of a competent factory-trained supervising agent from the pump package manufacturer to inspect the completed installation, start the system and acquaint the operators with the proper operation and maintenance of the equipment.REVISIONS ΔDESCRIPTIONDATE Ground Floor T.O. Slab 2 1/8" Roof 37' -5 5/8" Second Floor 18' -9 7/8" Third Floor 28' -1 3/4" Third Floor T.O. Wall 36' -2 7/8" Building C -First Floor 743' -0" PROVIDE INLINE TRAP SEAL CONDENSATE RECEPTOR, TYP. DRAIN PAN, TYP. WH-1 FC-1 1" CND 3/4" CND 1" CND 3/4" CND FD-1 FC-1 FC-1 FC-1 WH-1 WH-1 WH-1 DRAIN PAN, TYP. DRAIN PAN, TYP. DRAIN PAN, TYP. CONCRETE CLEANOUT PVC SDR35 SWEEP OR 45° PVC SDR35 TEE CAST IRON RISER 1 P0.02 __________ L-1 WC-1WH-1 T-1 S-1 WSHR-1 1/2" DHW 1/2" DCW 1/2" DCW 3/4" DCW 1/2" DHW 1/2" DCW 1/2" DHW 1/2" DCW OFFSET SUPPLY LINES FOR S-1 INTO FLOOR JOIST BELOW. 1/2" DHW FC-1 FLOOR DRAIN ON GROUND FLOOR ONLY T-1.1 1" CND 3/4" CND DP-1 1 1/4" DCW DCVA-1 WATER METER 3/4" DCW 1 1/4" DCW TO HB-2 TO HB-1 TO EASTERN APARTMENTS TO WESTERN APARTMENTS 1/2" DCW DOMESTIC WATER SERVICE Project # Date PRICING SET NOT FOR CONSTRUCTION 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAMCOLLABORATIVE/ TAITEM. AL L RIGHTS RESERVED A 1 2 3 4 B C D 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com As indicated 6/22/2021 3:53:55 PM P0.02 Plumbing Details STRM01 OVERLOOK 6/22/21 Visum Development Group 815 South Aurora Street Ithaca, New York 14850 Permit Set BUILDING C 1/4" = 1'-0" 1 Typ. Condensate Riser 3/4" = 1'-0" 3 CLEANOUT 1/2" = 1'-0" 2 Typical Dwelling Unit Domestic Water Supply 4Domestic Service Iso REVISIONS ΔDESCRIPTIONDATE FD-2 FD-1 FD-1 3" W 4" W 3" W 3" W 2" W 3" W 3" W 2" W 3" W 2" W UP 3" W UP UP UP UP 2" V 2" V CO-1 4" W 2" W UP 2" W UP 4" W 729.41 COORDINATE LOCATION, INVERT AND HOUSE TRAP WITH SITE UTILITY PLAN Mechanical Stair 0 WH-1 WC-1 L-1 T-1 S-1 WSHR-1 L-1 WC-1 WH-1 WSHR-1 S-1 Typical Unit Type 3.2 Typical Unit Type 1.1 FD-1 FD-1 FD-2 1 1/2" V 3" W 2" W 3" W 3" W 3" W 1 1/2" V 1 1/4" DCW 3/4" DCW FROM ABOVE 3/4" DCW FROM ABOVE 1" CND 1 1/4" DCW 3/4" DCW UP TO HB-1 UP TO HB-2 HB-2 DP-1 2" W 1 1/2" V 1 1/2" V EBH-1 FC-2 1 1/2" DCW UP 741.04 COORDINATE LOCATION AND INVERT WITH SITE UTILITY PLAN CO-1 1 1/2" DCW UP 1 1/2" V 1 1/2" DCW 3" W Stair 1 S-1T-1 L-1 WC-1 WSHR-1 WSHR-1 L-1 WC-1 T-1 S-1 WH-1 WH-1 Typical Unit Type 3.4 Typical Unit Type 3.3 HB-2 3/4" DCW UP TO HB-1 FC-1 FC-1 3" W 3" W 3" W 3" W 2" W 2" W 3" W FC-3 CONNECT TO WESTERN APARTMENTS 1 1/4" COLD WATER LINE PROVIDE SHUT OFF ACCESSIBLE WITHIN MECHANICAL CLOSET. 741.59 3" RL 741.76 COORDINATE LOCATION AND INVERT WITH SITE UTILITY PLAN COORDINATE LOCATION AND INVERT WITH SITE UTILITY PLAN COORDINATE LOCATION AND INVERT WITH SITE UTILITY PLAN 3" RL 741.31 1 1/2" DCW 1 1/2" DCW DN 3" RL 1 1/4" DCW Bedroom Stair 2 L-1 WC-1 T-1 S-1 WH-1 WSHR-1T-1 S-1 WC-1 L-1 WH-1 WSHR-1 Typical Unit Type 3.4 Typical Unit Type 3.33/4" DCW UP TO HB-1 OFFSET SUPPLY LINES FOR S-1 INTO FLOOR JOIST BELOW. 3" W 3" W 1 1/2" V 1 1/2" V 3" W1 1/2" V 3" W 1 1/2" V 3" RL 3" RL 3" RL 1 1/2" W 1 1/2" V 3" W 1 1/2" V P0.02 2 FC-1 1 1/2" V 2" W TO S-1 Project # Date PRICING SET NOT FOR CONSTRUCTION 108 W. State St. Fl 2 Ithaca, New York 148 50 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAMCOLLABORATIVE/ TAITEM. ALL RIGHTS RESERVED A 1 2 3 4 B C D 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com 1/8" = 1'‐0" 6/22/2021 3:54:00 PM P1.00 Underslab, Ground, First, Second Floor Plan STRM01 OVERLOOK 6/22/21 Visum Development Group 815 South Aurora Street Ithaca, New York 14850 Permit Set BUILDING C 1/8" = 1'-0" 1 Underslab Plumbing Plan 1/8" = 1'-0" 2 Ground Floor Plumbing Plan 1/8" = 1'-0" 3 First Floor Plumbing Plan 1/8" = 1'-0" 4 Second Floor Plumbing Plan P1.00 GENERAL NOTES 1. PROVIDE CONDENSATE RECEPTOR FOR EACH DWELLING UNIT. REFER TO TYPICAL CONDENSATE RIDER DETAIL P0.02/1, OFFSET WHEN NECESSARY. 2. PROVIDE DOMESTIC WATER SUPPLY CONNECTION IN EACH DWELLING UNIT. REFER TO TYPICAL DWELLING UNIT DOMESTIC SUPPLY P0.02/2. 3. CONNECT CONCEALED CPVC CONDENSATE LINES FOR COMMON SPACE FAN COILS FC-2 AND FC-3 TO NEAREST CONDENSATE RECEIVER. 4. PROVIDE WALL CLEANOUTS AT THE BASE OF EACH SNAITARY AND STORM RISER 1' AFF. REVISIONS ΔDESCRIPTIONDATE Stair 3 T-1 L-1 WC-1WH-1 WSHR-1 S-1L-1 WC-1 T-1 S-1 WH-1 WSHR-1 Typical Unit Type 3.4 Typical Unit Type 2.4 UP TO HB-1 RD-3 RD-2 3" RL 3/4" DCW 1 1/2" V 1 1/2" V 3"VTR 3" RL1 1/2" V 1 1/2" V 1 1/2" V 3"VTR 1 1/2" V 1 1/2" V 1 1/2" V 1 1/2" V 3"VTR FC-2 RDN-2 3" RL 2" RL TO S-1 1 1/2" W 2" RL HB-1 RD-1 RD-1 RD-1 3"VTR 3"VTR 3"VTR 3" RL 3" RL3" RL RDN-1 RDN-1 RDN-1 3" RL 3" RL Project # Date PRICING SET NOT FOR CONSTRUCTION 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAMCOLLABORATIVE/ TAITEM. ALL RIGHTS RESERVED A 1 2 3 4 B C D 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com 1/8" = 1'‐0" 6/22/2021 3:54:05 PM P1.01 Third Floor and Roof Plan STRM01 OVERLOOK 6/22/21 Visum Development Group 815 South Aurora Street Ithaca, New York 14850 Permit Set BUILDING C 1/8" = 1'-0" 1 Third Floor Plumbing 1/8" = 1'-0" 2 Roof Plumbging Plan P1.01 GENERAL NOTES 1. PROVIDE CONDENSATE RECEPTOR FOR EACH DWELLING UNIT. REFER TO TYPICAL CONDENSATE RIDER DETAIL P0.02/1, OFFSET WHEN NECESSARY. 2. PROVIDE DOMESTIC WATER SUPPLY CONNECTION IN EACH DWELLING UNIT. REFER TO TYPICAL DWELLING UNIT DOMESTIC SUPPLY P0.02/2. 3. CONNECT CONCEALED CPVC CONDENSATE LINES FOR COMMON SPACE FAN COILS FC-2 AND FC-3 TO NEAREST CONDENSATE RECEIVER. REVISIONS ΔDESCRIPTIONDATE WH-1 DP-1 OUTLET DP-1 INLET CONNECT TO FIRST FLOOR DWELLING UNIT COLD WATER MANIFOLD. HB-2 HB-2 HB-1 3/4" DCW 1" DCW 1 1/4" DCW 1 1/4" DCW 3/4" DCW 1 1/4" DCW 1/2" DCW3/4" DCW 3/4" DCW 3/4" DCW 1/2" DCW 1 1/4" DCW 1" DCW 3/4" DCW 1/2" DHW 1/2" DCW 1/2" DHW1/2" DCW 1/2" DCW 1/2" DHW 1/2" DHW 1/2" DCW GROUND FLOOR GROUND FLOOR FIRST FLOOR FIRST FLOOR SECOND FLOOR SECOND FLOOR THIRD FLOOR THIRD FLOOR T-1 WC-1 L-1 WSHR-1 1 1/2" DCW 3"VTR 3"VTR 3"VTR 1 1/2" V 2" W AAV 1 1/2" V 3" W 3" V 2" W 2" W 3" W 3" W 3" W 1 1/2" W 3" W 3" W 3" W 3" W3" W 3" W 3" W 1 1/2" W 2" W 3" W3" W 2" W 1 1/2" V S-1 T-1 WC-1 FD-1 L-1 WC-1 T-1 S-1 L-1 WSHR-1 WSHR-1 WSHR-1 WSHR-1 WC-1 L-1 FD-1 FD-2T-1S-1 L-1 WC-1 S-1 4" W CO-1 1 1/2" W 4" W 3" W 2" V 1 1/2" V 1 1/2" V 1 1/2" V 1 1/2" V 1 1/2" V 1 1/2" V FLOORS ABOVE SIMILAR FLOORS ABOVE SIMILAR FLOORS ABOVE SIMILAR 4" W 2" RL RD -3 RD-2 RDN-2 RD-1 RDN-1 RD-1 RDN-1 3" RL 3" RL RD-1 RDN-1 3" RL DOWN TO 1ST FLOOR STORM SEWER CONNECTIONS 2" RL 3" RL 3" RL 2" RL Project # Date PRICING SET NOT FOR CONSTRUCTION 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAMCOLLABORATIVE/ TAITEM. ALL RIGHTS RESERVED A 1 2 3 4 B C D 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com 6/22/2021 3:54:08 PM P2.00 Sanitary, Storm and Domestic Isometrics STRM01 OVERLOOK 6/22/21 Visum Development Group 815 South Aurora Street Ithaca, New York 14850 Permit Set BUILDING C 1Domestic Water Supply Isometric 2DWV Isometric FLOORS ABOVE SIMILAR REVISIONS ΔDESCRIPTIONDATE 3RAIN LEADER ISOMETRIC 815 S. Aurora St - Spinkler Issued for Permit 2021.06.22.pdfP:\Design\R-Z\Visum 815 South Aurora Street - 19031\3. Drawings\Plumbing\2021.06.22 Plmg utilities\STRM01_Bldg C_Central_bmangi Double Check Valve Assembly Butterfly Valve Floor Control Assembly Check Valve Hose Valve Legend Flow Switch Gate Valve Post Indicator Valve (PIV) Residential Horizontal Concealed Sprinkler Residential Pendent Sprinkler Quick Response Pendent Sprinkler FROM BUILDING A ROOF HOSE VALVES FDC 4" SPK HOSE VALVE, TYP. FLOOR CONTROL, TYP. FLOW SWITCH PROVIDE TAMPER SWITCH & SIGN "SPRINKLER VALVE" PROVIDE THRUST BLOCK GROUND FLOOR FIRST FLOOR SECOND FLOOR THIRD FLOOR Ground Floor T.O. Slab 2 1/8" First Floor 9' -6" Roof 37' -5 5/8" Second Floor 18' -9 7/8" Third Floor 28' -1 3/4" ROOF HATCH EQUIPMENT SCREEN PROVIDE SPRINKLER AT EVERY FLOOR LEVEL LANDING AND AT TOP OF STAIR SHAFTDOMESTIC WATER BOOSTER PUMP FDC 2' - 2 5/8" Project # Date PRICING SET NOT FOR CONSTRUCTION 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAMCOLLABORATIVE/ TAITEM. ALL RIGHTS RESERVED A 1 2 3 4 B C D 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com 1/4" = 1'‐0" 6/22/2021 3:39:09 PM FP0.00 Fire Protection Notes, Legend, Details STRM01 OVERLOOK 6/22/21 Visum Development Group 815 South Aurora Street Ithaca, New York 14850 Permit Set BUILDING C GENERAL 1. Provide a complete wet pipe fire sprinkler/standpipe system per the latest edition of NFPA 13R, applicable codes, and the specifications. 2. Sprinkler design is performance based. Contractor shall design system subject to approval by AHJ, perform all hydraulic calculations, and submit stamped working drawings and calculations. 3. Submit product data for valves, sprinklers, specialties, and alarms. 4. Fire Pump FP-1 in Building A serves Buildings B and C. Refer to Fire Protection drawings for Buildings A and B, and Site Utility Plans. Fire Pump sizing is based on preliminary calculations. Contractor shall confirm sizing and notify Engineer of discrepancies. 5. The sprinkler layout, pipe sizing, and routing are diagrammatic to represent the scope of work. Piping shown is illustrative of intended piping locations. Contractor shall field determine all sprinkler locations, positions, pipe routing, sizing, and accessories to provide a fully sprinklered building. 6. Construction is wood frame with TJI floor joists. Per NFPA 13 8.15.1.2.6 the joist concealed joist spaces are not required to be sprinklered. 7. Installation shall be made with piping run level plumb. And square to building structure in a neat manner. Changes in direction shall be made with proper pipe fittings. 8. Comply with NFPA 13, 13R, 14, 20, 26, and 70. 9. Use UL listed and labeled and FM approved pipe and fittings. 10. Comply with the fire code of New York State section 901.7 systems out of service. Notify fire department and code enforcement official. 11. Provide supervision of valves and flow switches. 12. Means shall be provided downstream of all backflow prevention valves for flow tests at system demand 13. The contractor shall arrange for all necessary hydrant flow tests and system inspections. CEILINGS 1. Ceiling type and heights are noted on the architectural drawings. Contractor shall verify ceiling and sprinkler installation details prior to final design of system. 2. Conceal sprinkler piping above ceiling as indicated and wherever space permits. PIPING 1. The architect/engineer/owner shall be notified of conflicts in sprinkler system location prior to installation of conflicting elements. 2. Paint all exposed piping & fittings. Clean pipe surface free of excess oils, pipe joint compound, and debris to accept painting. Apply two coats of color selected by owner. 3. All trapped piping shall be fitted with a plugged outlet for draining. Provide drain valves wherever necessary to permit complete drainage of system. 4. Provide inspector test connections for testing and drainage purposes as required by NFPA 13. 5. Provide hangers and seismic restraint per NFPA 13 throughout. 6. All piping penetrations through masonry walls and floors shall be core drilled. Vacuum drilling bases shall be used to prevent damage to the walls. 7. Fire seal all pipe penetrations through fire rated partitions and floors at both ends with elastomer fire caulk. 8. Furnish and install split, chrome plated steel, floor and ceiling plates for all exposed pipe penetrations through walls and ceilings. SPRINKLERS 1. Sprinkler finishes shall be chrome with chrome escutcheons in common areas and white with white escutcheons in dwellings. Verify finishes with Owner. 2. Use upright, pendent, horizontal sidewall, and dry sidewall sprinklers as appropiate. a. Sidewall sprinklers shall be concealed. FIRE PROTECTION NOTES The following are the documentation requirements for Fire Sprinkler Systems as required by the Fire Code of NYS and the City of Ithaca Fire Department. Three copies of each of the required documents need to be submitted: 1 for the Ithaca Fire Department, 1 for the Ithaca Building Department, and 1 copy that will be returned to the contractor after the installation permit has been approved. A. Working Plansshall be drawn to an indicated scale, on sheets of uniform size, with a plan of each floor, and shall show those items from the following list that pertain to the design of the system: (1) Name of owner and occupant. (2) Location, including street address. (3) Point of compass. (4) Full height cross section, or schematic diagram, including structural member information if required for clarity and including ceiling construction and method of protection for nonmetallic piping. (5) Location of partitions. (6) Location of fire walls. (7) Occupancy class of each area or room. (8) Location and size of concealed spaces, closets, attics, and bathrooms. (9) Any small enclosures in which no sprinklers are to be installed. (10) Size of city main in street and whether dead end or circulating; if dead end, direction and distance to nearest circulating main; and city main test results and system elevation relative to test hydrant (see A.23.1.8). (11) Other sources of water supply, with pressure or elevation. (12) Make, type, model, and nominal K‐factor of sprinklers including sprinkler identification number. (13) Temperature rating and location of high temperature sprinklers. (14) Total area protected by each system on each floor. (15) Number of sprinklers on each riser per floor. (16) Total number of sprinklers on each dry pipe system, preaction system, combined dry pipe‐preaction system, or deluge system. (17) Approximate capacity in gallons of each dry pipe system. (18) Pipe type and schedule of wall thickness. (19) Nominal pipe size and cutting lengths of pipe (or center to center dimensions). Where typical branch lines prevail, it shall be necessary to size only one typical line. (20) Location and size of riser nipples. (21) Type of fittings and joints and location of all welds and bends. The contractor shall specify on drawing any sections tobe shop welded and the type of fittings or formations to be used. (22) Type and locations of hangers, sleeves, braces, and methods of securing sprinklers when applicable. (23) All control valves, check valves, drain pipes, and test connections. (24) Make, type, model, and size of alarm or dry pipe valve. (25) Make, type, model, and size of preaction or deluge valve. (26) Kind and location of alarm bells. (27) Size and location of standpipe risers, hose outlets, hand hose, monitor nozzles, and related equipment. (28) Private fire service main sizes, lengths, locations, weights, materials, point of connection to city main; the sizes, types and locations of valves, valve indicators, regulators, meters, and valve pits; and the depth that the top of the pipe is laid below grade. (29) Piping provisions for flushing. (30) Where the equipment is to be installed as an addition to an existing system, enough of the existing system indicated on the plans to make all conditions clear. (31) For hydraulically designed systems, the information on the hydraulic data nameplate. (32) A graphic representation of the scale used on all plans. (33) Name and address of contractor. (34) Hydraulic reference points shown on the plan that correspond with comparable reference points on the hydraulic calculation sheets. (35) The minimum rate of water application (density or flow or discharge pressure), the design area of water application, in‐rack sprinkler demand, and the water required for hose streams both inside and outside. (36) The total quantity of water and the pressure required noted at a common reference point for each system. (37) Relative elevations of sprinklers, junction points, and supply or reference points. (38) If room design method is used, all unprotected wall openings throughout the floor protected. (39) Calculation of loads for sizing and details of sway bracing. (40) The setting for pressure reducing valves. (41) Information about backflow preventers (manufacturer, size, type). (42) Information about antifreeze solution used (type and amount). (43) Size and location of hydrants, showing size and number of outlets and if outlets are to be equipped with independent gate valves. Whether hose houses and equipment are to be provided, and by whom, shall be indicated. Static and residual hydrants that were used in flow tests shall be shown. (44) Size, location, and piping arrangement of fire department connections. (45) Ceiling/roof heights and slopes not shown in the full height cross section. (46) Edition year of NFPA 13 that the sprinkler system is designed to. B. Water Supply Capacity Information. The following information shall be included: (1) Location and elevation of static and residual test gauge with relation to the riser reference point (2) Flow location (3) Static pressure, psi (bar) (4) Residual pressure, psi (bar) (5) Flow, gpm (L/min) (6) Date (7) Time (8) Test conducted by or information supplied by (9) Other sources of water supply, with pressure or elevation C. Hydraulic calculationsshall be prepared on form sheets that include a summary sheet, detailed worksheets, and a graph sheet. The hydraulic summary sheet shall contain the following information, where applicable: (1) Date (2) Location (3) Name of owner and occupant (4) Building number or other identification (5) Description of hazard (for storage applications, the commodity classification, storage height, and rack configuration shall be included) (6) Name and address of contractor or designer (7) Name of approving agency (8) System design requirements, as follows: (a) Design area of water application, ft2 (m2) (b) Minimum rate of water application (density), gpm/ft2 (mm/min). Where sprinklers are listed with minimum water applicationin gpm (L/min) or pressure in psi (bar), the minimum rate of water application shall be indicated in gpm (L/min) or pressure, psi (bar). (c) Area per sprinkler, ft2 (m2) (9) Total water requirements as calculated, including allowance for inside hose, outside hydrants, and water curtain and exposure sprinklers (10) Allowance for in‐rack sprinklers, gpm (L/min) (11) Limitations (dimension, flow, and pressure) on extended coverage or other listed special sprinklers The Detailed worksheets or computer printout sheets shall contain the following information: (1) Sheet number (2) Sprinkler description and discharge constant (K) (3) Hydraulic reference points (4) Flow in gpm (L/min) (5) Pipe size (6) Pipe lengths, center to center of fittings (7) Equivalent pipe lengths for fittings and devices (8) Friction loss in psi/ft (bar/m) of pipe (9) Total friction loss between reference points (10) In-rack sprinkler demand balanced to ceiling demand (11) Elevation head in psi (bar) between reference points (12) Required pressure in psi (bar) at each reference point (13) Velocity pressure and normal pressure if included in calculations (14) Notes to indicate starting points or reference to other sheets or to clarify data shown (15) Diagram to accompany gridded system calculations to indicate flow quantities and directions for lines with sprinklers operating in the remote area (16) Combined K-factor calculations for sprinklers on drops, armovers, or sprigs where calculations do not begin at the sprinkler Sprinkler system components shall be listed and approved for the purpose for which they are installed. All underground connections, above ground piping, and in building piping shall be inspected, hydrostatically tested, and flushed per the requirements of NFPA 13 and the Fire Code of New York State. Ithaca Fire Department shall perform all inspections. The Ithaca Fire Department shall witness all flushing of piping, and testing of alarm devices. All hydrostatic testing shall be performed prior to any sprinkler piping being concealed by walls, ceilings, or other obstructions from visual inspection. The Ithaca Fire Department, prior to the underground service being concealed, shall witness hydrostatic testing and flushing of underground water services. Upon completion of the installation, the contractor shall submit a written statement to the Ithaca Fire Department that the system has been installed in accordance with approved plans and tested in accordance with the manufacturer’s specifications, and the appropriate NYS and NFPA requirements. CITY OF ITHACA DOCUMENTATION REQUIREMENTS 1Sprinkler/Standpipe Riser 1/4" = 1'-0" 2 Section at Stairs REVISIONS ΔDESCRIPTIONDATE 4" SPK COORDINATE WITH LIGHTING, TYP. IN SOFFIT. COORDINATE WITH DUCTWORK. BELOW LOWEST INTERMEDIATE LANDING PROVIDE SPRINKLER AT EVERY FLOOR LEVEL LANDING AND AT TOP OF STAIR SHAFT TYPICAL SCHEMATIC SPRINKLER PIPING SHOWN THIS FLOOR ONLY FDC 2 FP0.00 __________ REFER TO ELECTRICAL AND MECHANICAL DRAWINGS FOR COORDINATION. DP-1 CHECK VALVE & BALL DRIP 730.78 COORDINATE LOCATION AND INVERT WITH SITE UTILITY PLAN K/L/D Study RoomBedroom Bedroom Bath Mech ClosetStair 1 K/L/D Bedroom Bedroom Bedroom Bath Mech Closet 2 FP0.00 __________ K/L/D Bath Study RoomBedroomBedroomBedroom K/L/D Bedroom Bedroom Bedroom Bath Mech Closet Mech Closet 2 FP0.00 __________ K/L/D BedroomBedroom Bath Stair 3 K/L/D Bedroom Bedroom Bedroom Bath Mech Closet Mech Closet 2 FP0.00 __________ HOSE VALVE SHUTOFF HOSE VALVES 2 FP0.00 __________ Project # Date PRICING SET NOT FOR CONSTRUCTION 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAMCOLLABORATIVE/ TAITEM. ALL RIGHTS RESERVED A 1 2 3 4 B C D 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com 1/8" = 1'‐0" 6/22/2021 3:39:19 PM FP1.01 Fire Protection Plans STRM01 OVERLOOK 6/22/21 Visum Development Group 815 South Aurora Street Ithaca, New York 14850 Permit Set BUILDING C 1/8" = 1'-0" 1 Ground Floor Sprinkler RCP 0' Scale: 1/4" = 1'-0" 4'2'4'8' 1/8" = 1'-0" 2 First Floor Sprinkler RCP 1/8" = 1'-0" 3 Second Floor Sprinkler RCP 1/8" = 1'-0" 4 Third Floor Sprinkler RCP 1/8" = 1'-0" 5 Roof Sprinkler REVISIONS ΔDESCRIPTIONDATE 815 South Aurora St - Bldg A and B for Construction Structural 8-20-21.pdf STRM01_A&B CONSTRUCTION BINDER_08-20-21.pdf STRM01_A&B CONSTRUCTION SET_ARCH_08-20-21.pdf STRM01_CONSTRUCTION BINDER_10-07-21.pdf COPYRIGHT STREAM COLLABORATIVE/ JKDA. ALL RIGHTS RESERVED 10/7/2021 11:23:45 AM Construction Binder Index Sheet Name Issue Date DETAILS 00 Const. Binder Cover 10/07/21 AL.01 Wall Legend 10/07/21 DD.01 Door Details 10/07/21 FF.01 Floor to Roof Deck Detail 10/07/21 FW.01 Slab to Wall / Footing Detail 10/07/21 FW.02 Floor to ICF Wall Detail 10/07/21 FW.03 Floor to Framed Wall Detail 10/07/21 FW.04 Slab to CMU Wall / Footing Detail 10/07/21 FW.05 Slab on Grade to ICF Wall w/ Brick 10/07/21 FW.06 Exterior Wall to ICF to Concrete Slab Detail 10/07/21 FW.07 Floor to Wall / Slab Detail 10/07/21 FW.08 Floor to Roof Deck Guard Detail 10/07/21 RW.01 TYP Parapet Detail 10/07/21 RW.02 Interior Wall to Roof Detail 10/07/21 SF.01 Door Sill to ICF Wall Detail 10/07/21 SF.02 Storefront Head/Sill Detail @ Int. Floor 10/07/21 SF.03 Storefront Head Detail @ Roof 10/07/21 SF.04 Storefront Inside Corner Plan Detail 10/07/21 SF.05 Storefront Jamb Plan Detail 10/07/21 ST.01 Stair Detail (Bottom) 10/07/21 ST.02 Stair Detail (Top) 10/07/21 WD.01 Window Details - Thin brick, ICF 10/07/21 WD.02 Window Details - EIFS, Wood Stud 10/07/21 Total: 23 Construction Binder OVERLOOK 815 SOUTH AURORA STREET ITHACA, New York 14850 E1 E2,3 E4,5 E6 E7 F1 F2 F3 P1 P2 P3 P4 P5 P6 P7 P8 8" ICF 5/8" gyp bd 7 1/4" mineral wool 2x8 5/8" gyp bd 3 1/2" mineral wool 2x4 1/2" nom. sheathing EIFS system EIFS system 2x4 EIFS system EIFS system Thin brick 5/8" 2 5/8" 8" 2 5/8" 13 7/8" 5/8" 7 1/4" 1/2" 1/2" 3 1/2" 1/2" 1/2" 3 1/2" 1/2" 1/2" 1/2" 1" 8" ICF 8" CMU Waterproofing system 5/8" 3 1/2" 5/8" 4 3/4" 1 1/2" 5/8" 2 1/8" 5/8" 5/8" 1/2" 5 1/2" 5/8" 5/8" 8 1/2" 3 1/2" 2 5/8" 8" 2 5/8" 13 1/4" 7 5/8" 1/2" 5/8" gyp bd 2x4 5/8" gyp bd 5/8" gyp bd 2x4 5/8" gyp bd 5/8" gyp bd 3 1/2" mineral wool 2x6 1/2" nom. plywood 5/8" gyp bd 5/8" gyp bd 5/8" 5 1/2" 5/8" 6 3/4" 5/8" gyp bd 2x6 5/8" gyp bd 3 1/2" 5/8" 4 1/8" 5/8" gyp bd 2x4 5/8" gyp bd 5/8" 5/8" 5 1/2" 1/2" 5/8" 7 1/4" 5/8" gyp bd 1/2" nom. plywood 2x6 5/8" gyp bd 5/8" gyp bd 2 1/2" CH studs 1" gyp bd 1" 2 1/2" 5/8" 4 1/8" R-23 cont. R-23 cont. 1/2" nom. sheathing 1/2" nom. sheathing 1/2" nom. sheathing 1/2" nom. sheathing TPO Scale: Project No: Date: Drawn by: Checked by: 950 Danby Road, Suite 105 Ithaca, New York 14850 p: 607.330.4555 www.jkdarchitecture.com COPYRIGHT STREAM COLLABORATIVE/ JKDA. ALL RIGHTS RESERVED 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com 10/7/2021 11:34:45 AM 1" = 1'-0" Wall Legend CONSTRUCTION SET AL.01 STRM01 OVERLOOK Visum Development Group 10/07/21 BAD JKD 815 South Aurora Street Ithaca, New York 14850 1" = 1'-0" Wall Legend 0' Scale: 1" = 1'-0" 1' 6" 1' 2' Revision Schedule Number Description Date DH1 DJ1 5/8" 5/8" 6" 5/8" 5/8" 9 1/2" 9 1/2" (2) 5/8" gyp bd 2x6 studs 1/2" nom. plywood (2) 5/8" gyp bd 5/8" gyp bd 6" mtl studs 1/2" nom. plywood 5/8" gyp bd 8 1/2" 5/8" 5/8" 6" 5/8" 5/8" 8 1/2" 5/8" gyp bd 1x4 painted wood trim 4 3/4" 5/8" 3 1/2" 5/8" Shim space 2x4 studs DH2 5/8" gyp bd 1x4 painted wood trim 4 3/4" 5/8" 3 1/2" 5/8" Shim space 2x4 studs DJ2 DH3 DJ3 1/2" 7 1/4" 5/8" 1/2" nom. sheathing 2x8 studs 7 1/4" mineral wool 5/8" gyp bd EIFS system 1 1/4" 1/2" 7 1/4" 5/8" 6" 9 5/8" 7 1/4" mineral wool5/8" gyp bd EIFS system1/2" nom. sheathing Scale: Project No: Date: Drawn by: Checked by: 950 Danby Road, Suite 105 Ithaca, New York 14850 p: 607.330.4555 www.jkdarchitecture.com COPYRIGHT STREAM COLLABORATIVE/ JKDA. ALL RIGHTS RESERVED 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com 10/7/2021 11:37:04 AM 3" = 1'-0" Door Details CONSTRUCTION SET DD.01 STRM01 OVERLOOK Visum Development Group 10/07/21 BAD JKD 815 South Aurora Street Ithaca, New York 14850 6" 3" 0' 6" Scale: 3" = 1'-0" 3" 3" = 1'-0" 1 HM, 2 hr wall 3" = 1'-0" 2 WD, 2x4 wall 3" = 1'-0" 3 AL, EIFS, 2x8 wall Revision Schedule Number Description Date Second Floor T.O. Wall 26' - 11" Third Floor 28' - 1 3/4" 1/2" RC, 5/8" gyp bd 3/4" subfloor, 9 1/4" LVL joists 16" OC TPO,1/4" cover board, 4" polyiso + tapered insulation Roof pavers on pedestal system 1 1/4" x 9 1/4" LSL rim joist 1 1/4" x 14" LSL rim joist 3/4" subfloor, 14" I-joists 24" OC Self-sealing membrane flashingPT 2x4 3/4" PT plywood Scale: Project No: Date: Drawn by: Checked by: 950 Danby Road, Suite 105 Ithaca, New York 14850 p: 607.330.4555 www.jkdarchitecture.com COPYRIGHT STREAM COLLABORATIVE/ JKDA. ALL RIGHTS RESERVED 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com 10/7/2021 11:38:41 AM 1 1/2" = 1'-0" Floor to Roof Deck Detail CONSTRUCTION SET FF.01 STRM01 OVERLOOK Visum Development Group 10/07/21 BAD JKD 815 South Aurora Street Ithaca, New York 14850 0' Scale: 1 1/2" = 1'-0" 6"1' 6" 1' 1 1/2" = 1'-0" 01 Floor to Roof Deck Detail Revision Schedule Number Description Date Ground Floor T.O. Slab 2 1/8" 8" ICF, 5/8" gyp bd Below grade waterproofing system Footing, refer to Structural 4" concrete slab Isolation joint Scale: Project No: Date: Drawn by: Checked by: 950 Danby Road, Suite 105 Ithaca, New York 14850 p: 607.330.4555 www.jkdarchitecture.com COPYRIGHT STREAM COLLABORATIVE/ JKDA. ALL RIGHTS RESERVED 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com 10/7/2021 11:39:42 AM 1 1/2" = 1'-0" Slab to Wall / Footing Detail CONSTRUCTION SET FW.01 STRM01 OVERLOOK Visum Development Group 10/07/21 BAD JKD 815 South Aurora Street Ithaca, New York 14850 0' Scale: 1 1/2" = 1'-0" 6"1' 6" 1' 1 1/2" = 1'-0" 01 Slab to ICF Wall / Footing Detail Revision Schedule Number Description Date First Floor 9' - 6" Ground Floor T.O. Wall 8' - 3 1/4" EIFS system, 1/2" nom. sheathing, 2x8 studs 16" OC, 7 1/4" mineral wool, 5/8" gyp bd 3/4" subfloor, 14" I-joists 24" OC 1 1/4" x 14" LSL rim joist 3 1/2" mineral wool 1/2" RC, 5/8" gyp bd 1/2" ThinBrick over thinset 8" ICF, 5/8" gyp bd 1/2" 1/2" 2 5/8" 8" 2 5/8" 5/8" 1' - 2 7/8" 5/8"7 1/4" 1/2" 1/8" 5/8" 1/2" 9 1/8" PT 2x8 bottom plate Caulk joint Membrane flashing Continuous flashing 3/4" 11 7/8" 2 1/8" Drip cut Utility angle to support sill Masonry sill C1 Scale: Project No: Date: Drawn by: Checked by: 950 Danby Road, Suite 105 Ithaca, New York 14850 p: 607.330.4555 www.jkdarchitecture.com COPYRIGHT STREAM COLLABORATIVE/ JKDA. ALL RIGHTS RESERVED 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com 10/7/2021 11:40:38 AM 1 1/2" = 1'-0" Floor to ICF Wall Detail CONSTRUCTION SET FW.02 STRM01 OVERLOOK Visum Development Group 10/07/21 BAD JKD 815 South Aurora Street Ithaca, New York 14850 0' Scale: 1 1/2" = 1'-0" 6"1' 6" 1' 1 1/2" = 1'-0" 02 Floor to ICF Wall Detail Revision Schedule Number Description Date First Floor T.O. Wall 17' - 7 1/8" Second Floor 18' - 9 7/8" EIFS system, 1/2" nom. sheathing, 2x8 studs 16" OC, 7 1/4" mineral wool, 5/8" gyp bd 3/4" subfloor, 14" I-joists 24" OC 3 1/2" mineral wool 1/2" RC, 5/8" gyp bd 1 1/4" x 14" LSL rim joist 7 1/4" mineral wool 3/4" 1' - 2" Scale: Project No: Date: Drawn by: Checked by: 950 Danby Road, Suite 105 Ithaca, New York 14850 p: 607.330.4555 www.jkdarchitecture.com COPYRIGHT STREAM COLLABORATIVE/ JKDA. ALL RIGHTS RESERVED 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com 10/7/2021 11:41:21 AM 1 1/2" = 1'-0" Floor to Framed Wall Detail CONSTRUCTION SET FW.03 STRM01 OVERLOOK Visum Development Group 10/07/21 BAD JKD 815 South Aurora Street Ithaca, New York 14850 0' Scale: 1 1/2" = 1'-0" 6"1' 6" 1' 1 1/2" = 1'-0" 03 Floor to Wall Detail Revision Schedule Number Description Date Ground Floor T.O. Slab 2 1/8" 2x4 flat studs 16" OC, 5/8" gyp bd 4" concrete slab 8" CMU Footing, refer to Structural Below grade waterproofing system Isolation joint Use pressure treated wood in contact with concrete or masonry TYP Scale: Project No: Date: Drawn by: Checked by: 950 Danby Road, Suite 105 Ithaca, New York 14850 p: 607.330.4555 www.jkdarchitecture.com COPYRIGHT STREAM COLLABORATIVE/ JKDA. ALL RIGHTS RESERVED 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com 10/7/2021 11:42:12 AM 1 1/2" = 1'-0" Slab to CMU Wall / Footing Detail CONSTRUCTION SET FW.04 STRM01 OVERLOOK Visum Development Group 10/07/21 BAD JKD 815 South Aurora Street Ithaca, New York 14850 0' Scale: 1 1/2" = 1'-0" 6"1' 6" 1' 1 1/2" = 1'-0" 04 Slab to CMU Wall / Footing Detail Revision Schedule Number Description Date First Floor 9' - 6" 4" concrete slab EIFS system, 1/2" nom. sheathing, 2x8 studs 16" OC, 7 1/4" mineral wool, 5/8" gyp bd 1/2" ThinBrick over thinset Masonry sill 8" ICF Below grade waterproofing system Gravel w/ landscape edging & filter fabric below Caulk joint Membrane flashing Continuous flashing Drip cut Utility angle to support sill PT 2x8 bottom plate Isolation joint Shim top of ICF at slab locations Scale: Project No: Date: Drawn by: Checked by: 950 Danby Road, Suite 105 Ithaca, New York 14850 p: 607.330.4555 www.jkdarchitecture.com COPYRIGHT STREAM COLLABORATIVE/ JKDA. ALL RIGHTS RESERVED 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com 10/7/2021 11:43:00 AM 1 1/2" = 1'-0" Slab on Grade to ICF Wall w/ Brick CONSTRUCTION SET FW.05 STRM01 OVERLOOK Visum Development Group 10/07/21 BAD JKD 815 South Aurora Street Ithaca, New York 14850 0' Scale: 1 1/2" = 1'-0" 6"1' 6" 1' 1 1/2" = 1'-0" 05 Slab on Grade to ICF Wall w/ Brick Revision Schedule Number Description Date First Floor 9' - 6" 4" concrete slab 8" ICF Below grade waterproofing system EIFS system, 1/2" nom. sheathing, 2x8 studs 16" OC, 7 1/4" mineral wool, 5/8" gyp bd Continuous flashing Gravel w/ landscape edging & filter fabric below 12" PT 2x8 bottom plate Isolation joint Scale: Project No: Date: Drawn by: Checked by: 950 Danby Road, Suite 105 Ithaca, New York 14850 p: 607.330.4555 www.jkdarchitecture.com COPYRIGHT STREAM COLLABORATIVE/ JKDA. ALL RIGHTS RESERVED 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com 10/7/2021 11:43:48 AM 1 1/2" = 1'-0" Exterior Wall to ICF to Concrete Slab Detail CONSTRUCTION SET FW.06 STRM01 OVERLOOK Visum Development Group 10/07/21 BAD JKD 815 South Aurora Street Ithaca, New York 14850 0' Scale: 1 1/2" = 1'-0" 6"1' 6" 1' 1 1/2" = 1'-0" 06 Slab on Grade to ICF Wall Revision Schedule Number Description Date First Floor 9' - 6" Ground Floor T.O. Wall 8' - 3 1/4" 8" CMU 4" concrete slab 5/8" gyp bd, 2x4 studs 16" OC, 5/8" gyp bd 3/4" subfloor, 14" I-joists 24" OC 3 1/2" mineral wool 1/2" RC, 5/8" gyp bd 1 1/4" x 14" LSL rim joist 2x4 flat studs 16" OC, 5/8" gyp bd Below grade waterproofing system 5/8"1/2"1' - 2"3/4" 4" 5/8" 1 1/2" 7 5/8" Isolation joint Scale: Project No: Date: Drawn by: Checked by: 950 Danby Road, Suite 105 Ithaca, New York 14850 p: 607.330.4555 www.jkdarchitecture.com COPYRIGHT STREAM COLLABORATIVE/ JKDA. ALL RIGHTS RESERVED 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com 10/7/2021 11:45:07 AM 1 1/2" = 1'-0" Floor to Wall / Slab Detail CONSTRUCTION SET FW.07 STRM01 OVERLOOK Visum Development Group 10/07/21 BAD JKD 815 South Aurora Street Ithaca, New York 14850 0' Scale: 1 1/2" = 1'-0" 6"1' 6" 1' 1 1/2" = 1'-0" 07 Floor to Wall / Slab Detail Revision Schedule Number Description Date Second Floor T.O. Wall 26' - 11" Third Floor 28' - 1 3/4" 1/2" RC, 5/8" gyp bd 3/4" subfloor, 9 1/4" LVL joists 16" OC TPO,1/4" cover board, 4" polyiso + tapered insulation Roof pavers on pedestal system EIFS system, 1/2" nom. sheathing, 2x8 studs 16" OC, 7 1/4" mineral wool, 5/8" gyp bd 1 1/4" x 9 1/4" LSL rim joist EIFS system, 1/2" nom. sheathing, 2x4 studs 16" OC, 1/2" nom. sheathing, EIFS system 3' - 6" 3' - 2 1/4" Cornice 42" high guardrail 3"Ø pipe top rail w/ 1 1/2"Ø balusters 48" OC Boral Truexterior 1x4 trim bd Self-sealing membrane flashing Continuous flashing PT 2x12 Anchoring brackets 48" OC w/ (4) stuctural screws EA Note: Contractor shall provide shop drawing Scale: Project No: Date: Drawn by: Checked by: 950 Danby Road, Suite 105 Ithaca, New York 14850 p: 607.330.4555 www.jkdarchitecture.com COPYRIGHT STREAM COLLABORATIVE/ JKDA. ALL RIGHTS RESERVED 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com 10/7/2021 11:46:37 AM 1 1/2" = 1'-0" Floor to Roof Deck Guard Detail CONSTRUCTION SET FW.08 STRM01 OVERLOOK Visum Development Group 10/07/21 BAD JKD 815 South Aurora Street Ithaca, New York 14850 0' Scale: 1 1/2" = 1'-0" 6"1' 6" 1' 1 1/2" = 1'-0" 08 Floor to Roof Deck Guard Detail Revision Schedule Number Description Date Roof 37' - 5 5/8" Third Floor T.O. Wall 36' - 2 7/8" EIFS system, 1/2" nom. sheathing, 2x4 studs 16" OC, 3 1/2" mineral wool, 1/2" nom. sheathing, TPO EIFS system, 1/2" nom. sheathing, 2x8 studs 16" OC, 7 1/4" mineral wool, 5/8" gyp bd TPO,1/4" cover board, 4" polyiso + tapered insulation 3/4" subfloor, 14" I-joists 24" OC 3 1/2" mineral wool 1/2" RC, 5/8" gyp bd 1 1/4" x 14" LSL rim joist 10" Cornice Note: Contractor shall provide shop drawing Scale: Project No: Date: Drawn by: Checked by: 950 Danby Road, Suite 105 Ithaca, New York 14850 p: 607.330.4555 www.jkdarchitecture.com COPYRIGHT STREAM COLLABORATIVE/ JKDA. ALL RIGHTS RESERVED 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com 10/7/2021 11:47:24 AM 1 1/2" = 1'-0" TYP Parapet Detail CONSTRUCTION SET RW.01 STRM01 OVERLOOK Visum Development Group 10/07/21 BAD JKD 815 South Aurora Street Ithaca, New York 14850 0' Scale: 1 1/2" = 1'-0" 6"1' 6" 1' 1 1/2" = 1'-0" 01 TYP Parapet Detail Revision Schedule Number Description Date Roof 37' - 5 5/8" Third Floor T.O. Wall 36' - 2 7/8" TPO,1/4" cover board, 4" polyiso + tapered insulation 3/4" subfloor, 14" I-joists 24" OC (2) 5/8" gyp bd, 6" mtl studs 16" OC, 3 1/2" mineral wool, 1/2" nom. plywood, (2) 5/8" gyp bd 3 1/2" mineral wool 1/2" RC, 5/8" gyp bd Acoustic sealant Scale: Project No: Date: Drawn by: Checked by: 950 Danby Road, Suite 105 Ithaca, New York 14850 p: 607.330.4555 www.jkdarchitecture.com COPYRIGHT STREAM COLLABORATIVE/ JKDA. ALL RIGHTS RESERVED 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com 10/7/2021 11:48:17 AM 1 1/2" = 1'-0" Interior Wall to Roof Detail CONSTRUCTION SET RW.02 STRM01 OVERLOOK Visum Development Group 10/07/21 BAD JKD 815 South Aurora Street Ithaca, New York 14850 0' Scale: 1 1/2" = 1'-0" 6"1' 6" 1' 1 1/2" = 1'-0" 02 Interior Wall to Roof Detail Revision Schedule Number Description Date First Floor 9' - 6" Ground Floor T.O. Wall 8' - 3 1/4" Below grade waterproofing system 8" ICF, 5/8" gyp bd 3/4" subfloor, 14" I-joists 24" OC 1 1/4" x 14" LSL 5/8" gyp bd, 1/2" RC, 5/8" gyp bd 3 1/2" mineral wool Self-sealing membrane flashing Joist attachment, refer to Structural Isolation joint Exterior slab ADA compliant threshold Scale: Project No: Date: Drawn by: Checked by: 950 Danby Road, Suite 105 Ithaca, New York 14850 p: 607.330.4555 www.jkdarchitecture.com COPYRIGHT STREAM COLLABORATIVE/ JKDA. ALL RIGHTS RESERVED 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com 10/7/2021 11:49:27 AM 3" = 1'-0" Door Sill to ICF Wall Detail CONSTRUCTION SET SF.01 STRM01 OVERLOOK Visum Development Group 10/07/21 BAD JKD 815 South Aurora Street Ithaca, New York 14850 6" 3" 0' 6" Scale: 3" = 1'-0" 3" 3" = 1'-0" 01 Door Sill to ICF Wall Detail Revision Schedule Number Description Date Second Floor 18' - 9 7/8" 3/4" subfloor, 14" I-joists 24" OC 1/2" RC, 5/8" gyp bd Metal closure panel 3 1/2" mineral wool Beam, refer to Strucutral Scale: Project No: Date: Drawn by: Checked by: 950 Danby Road, Suite 105 Ithaca, New York 14850 p: 607.330.4555 www.jkdarchitecture.com COPYRIGHT STREAM COLLABORATIVE/ JKDA. ALL RIGHTS RESERVED 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com 10/7/2021 11:50:16 AM 3" = 1'-0" Storefront Head/Sill Detail @ Int. Floor CONSTRUCTION SET SF.02 STRM01 OVERLOOK Visum Development Group 10/07/21 BAD JKD 815 South Aurora Street Ithaca, New York 14850 6" 3" 0' 6" Scale: 3" = 1'-0" 3" 3" = 1'-0" 02 Storefront Head/Sill Detail @ Int. Floor Revision Schedule Number Description Date Third Floor T.O. Wall 36' - 2 7/8" 1/2" RC, 5/8" gyp bd 3 1/2" mineral wool EIFS system, 1/2" nom. sheathing, 2x4 studs 16" OC, 3 1/2" mineral wool, 1/2" nom. sheathing, TPO Cont. flashing 7 1/4" mineral wool Contractor shall provide EIFS system detailing (TYP) Scale: Project No: Date: Drawn by: Checked by: 950 Danby Road, Suite 105 Ithaca, New York 14850 p: 607.330.4555 www.jkdarchitecture.com COPYRIGHT STREAM COLLABORATIVE/ JKDA. ALL RIGHTS RESERVED 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com 10/7/2021 11:53:30 AM 3" = 1'-0" Storefront Head Detail @ Roof CONSTRUCTION SET SF.03 STRM01 OVERLOOK Visum Development Group 10/07/21 BAD JKD 815 South Aurora Street Ithaca, New York 14850 6" 3" 0' 6" Scale: 3" = 1'-0" 3" 3" = 1'-0" 03 Storefront Head Detail @ Roof Revision Schedule Number Description Date (2) 5/8" gyp bd, 6" mtl studs 16" OC, 3 1/2" mineral wool, 1/2" nom. plywood, (2) 5/8" gyp bd EIFS system, 1/2" nom. sheathing, 2x8 studs 16" OC, 7 1/4" mineral wool, 5/8" gyp bd Scale: Project No: Date: Drawn by: Checked by: 950 Danby Road, Suite 105 Ithaca, New York 14850 p: 607.330.4555 www.jkdarchitecture.com COPYRIGHT STREAM COLLABORATIVE/ JKDA. ALL RIGHTS RESERVED 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com 10/7/2021 11:55:15 AM 3" = 1'-0" Storefront Inside Corner Plan Detail CONSTRUCTION SET SF.04 STRM01 OVERLOOK Visum Development Group 10/07/21 BAD JKD 815 South Aurora Street Ithaca, New York 14850 6" 3" 0' 6" Scale: 3" = 1'-0" 3" 3" = 1'-0" 04 Storefront Inside Corner Plan Detail Revision Schedule Number Description Date EIFS system, 1/2" nom. sheathing, 2x8 studs 16" OC, 7 1/4" mineral wool, 5/8" gyp bd Scale: Project No: Date: Drawn by: Checked by: 950 Danby Road, Suite 105 Ithaca, New York 14850 p: 607.330.4555 www.jkdarchitecture.com COPYRIGHT STREAM COLLABORATIVE/ JKDA. ALL RIGHTS RESERVED 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com 10/7/2021 11:55:58 AM 3" = 1'-0" Storefront Jamb Plan Detail CONSTRUCTION SET SF.05 STRM01 OVERLOOK Visum Development Group 10/07/21 BAD JKD 815 South Aurora Street Ithaca, New York 14850 3" = 1'-0" 05 Storefront Jamb Plan Detail 6" 3" 0' 6" Scale: 3" = 1'-0" 3" Revision Schedule Number Description Date Wood stair 3/4 x 12 stringers 2x12 treads 3/4" plywood risers 3/4" subfloor, 2x12 joists 24" OC 1/2" RC, 5/8" gyp bd 5/8" gyp bd 5/8" gyp bd Stair headers, refer to Structural Blocking (2) 2x6 ledger 1' - 0" 7" 3/4" 1" Scale: Project No: Date: Drawn by: Checked by: 950 Danby Road, Suite 105 Ithaca, New York 14850 p: 607.330.4555 www.jkdarchitecture.com COPYRIGHT STREAM COLLABORATIVE/ JKDA. ALL RIGHTS RESERVED 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com 10/7/2021 11:57:06 AM 1 1/2" = 1'-0" Stair Detail (Bottom) CONSTRUCTION SET ST.01 STRM01 OVERLOOK Visum Development Group 10/07/21 BAD JKD 815 South Aurora Street Ithaca, New York 14850 0' Scale: 1 1/2" = 1'-0" 6"1' 6" 1' 1 1/2" = 1'-0" 01 Stair Detail (Bottom) Revision Schedule Number Description Date First Floor T.O. Wall 17' - 7 1/8" Second Floor 18' - 9 7/8" 5/8" gyp bd Wood stair 3/4 x 12 stringers 2x12 treads 3/4" plywood risers Stair nosing system by Contractor1' - 0" 3/4" 1" Scale: Project No: Date: Drawn by: Checked by: 950 Danby Road, Suite 105 Ithaca, New York 14850 p: 607.330.4555 www.jkdarchitecture.com COPYRIGHT STREAM COLLABORATIVE/ JKDA. ALL RIGHTS RESERVED 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com 10/7/2021 11:58:07 AM 1 1/2" = 1'-0" Stair Detail (Top) CONSTRUCTION SET ST.02 STRM01 OVERLOOK Visum Development Group 10/07/21 BAD JKD 815 South Aurora Street Ithaca, New York 14850 0' Scale: 1 1/2" = 1'-0" 6"1' 6" 1' 1 1/2" = 1'-0" 02 Stair Detail (Top) Revision Schedule Number Description Date WH4 WJ4 WS4 1x wood stool & apron Thin brick 5/8" gyp bd 2" Fox buck J-bead 8" ICF Shim space 5/8" gyp bd 2" Fox buck J-bead Shim space 8" ICF Sealant Thin brick 2" Fox buck 8" ICF Thin brick Shim space Flashing membrane 1 1/2" 2 1/2" 4" 2 5/8" 2" Sealant 4 5/8" 1 1/4" 6:12 slope MIN Drip groove PT wood blocking 5/8" gyp bd Sealant Brick return EIFS sill 2 1/4" NOTE: • All EIFS details shall be installed per manufacturer's system details. Contractor shall notify Architect immediately if manufacturer does not have a detail corresponding to the conditions depicted. • See Dryvit detail CBMD 0.0.05 for reference. (Not all required components are shown) Scale: Project No: Date: Drawn by: Checked by: 950 Danby Road, Suite 105 Ithaca, New York 14850 p: 607.330.4555 www.jkdarchitecture.com COPYRIGHT STREAM COLLABORATIVE/ JKDA. ALL RIGHTS RESERVED 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com 10/7/2021 12:01:33 PM 3" = 1'-0" Window Details - Thin brick, ICF CONSTRUCTION SET WD.01 STRM01 OVERLOOK Visum Development Group 10/07/21 BAD JKD 815 South Aurora Street Ithaca, New York 14850 6" 3" 0' 6" Scale: 3" = 1'-0" 3" 3" = 1'-0" 01 Window Details - Thin brick, ICF Revision Schedule Number Description Date EFIS system 1/2" nom. sheathing LSL Rim joist 7 1/4" mineral wool Floor framing J bead 5/8" gyp bd J bead EFIS system1/2" nom. sheathing 2x8 studs 7 1/4" mineral wool Sealant EFIS system 1/2" nom. sheathing 2x8 studs 7 1/4" mineral wool 5/8" gyp bd 6:12 slope MIN Sealant 1x wood stool & apron 2 1/4" 1 1/2" EFIS system 1/2" nom. sheathing 2x8 studs 7 1/4" mineral wool 5/8" gyp bd 6:12 slope MIN Sealant 1x wood stool & apron 1 1/2" 2 1/4" WH2 WJ2 WS2 WS2aEIFS return at window head TYP 2 1/4" 1 1/2" Sill pan w/ end dam Sill pan w/ end dam LVL head, refer to Structural Joist hanger, refer to Structural Scale: Project No: Date: Drawn by: Checked by: 950 Danby Road, Suite 105 Ithaca, New York 14850 p: 607.330.4555 www.jkdarchitecture.com COPYRIGHT STREAM COLLABORATIVE/ JKDA. ALL RIGHTS RESERVED 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com 10/7/2021 12:02:25 PM 3" = 1'-0" Window Details - EIFS, Wood Stud CONSTRUCTION SET WD.02 STRM01 OVERLOOK Visum Development Group 10/07/21 BAD JKD 815 South Aurora Street Ithaca, New York 14850 6" 3" 0' 6" Scale: 3" = 1'-0" 3" 3" = 1'-0" 02 Window Details - EIFS, Wood Stud NOTE: • All EIFS details shall be installed per manufacturer's system details. Contractor shall notify Architect immediately if manufacturer does not have a detail corresponding to the conditions depicted. • See Dryvit detail CBMD 0.0.05 for reference. (Not all required components are shown) Revision Schedule Number Description Date STRM01_CONSTRUCTION SET_ARCH_10-07-21.pdf Project # Date CONSTRCUTION SET 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAM COLLABORATIVE/ JKDA. ALL RIGHTS RESERVED A 1 2 3 4 BCD 950 Danby Road, Suite 105 Ithaca, New York 14850 ph: 607.330.4555 www.jkdarchitecture.com 10/7/2021 10:32:52 AM G0.00 Building "C" Cover Sheet STRM01 OVERLOOK 10/07/21 Visum Development Group 815 South Aurora Street Ithaca, New York 14850 CONSTRUCTION SET BUILDING C VISUM DEVELOPMENT GROUP OVERLOOK 815 AURORA STREET ITHACA, New York 14850 950 Danby Road, Suite 105 Ithaca, New York 14850 PH: (607) 330-4555 www.jkdarchitecture.com 110 South Albany Street Ithaca, NY 14850 PH: (607) 277-1118 www.taitem.com 108 W. State St. Fl 2 Ithaca, New York 14850 PH: (607) 216-8802 www.streamcolab.com 39 Cascade Drive Rochester, NY 14614 840 Hanshaw Road, Ste 12 Ithaca, NY 14850 PH: (607) 241-2917 www.marathoneng.com 213 East Seneca Street Ithaca, NY 14850 PH: (607) 272-5060 www.ElwynPalmer.com Elwyn Palmer & CONSULTING ENGINEERS, PLLC 119 South Cayuga Street Ithaca, New York 14850 REVISIONS Δ DESCRIPTION DATE 1 A1.00 1 A1.00 1i 101 12" x 96" 1 12" x 96" Room name 101 150 SF Project # Date CONSTRCUTION SET 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAM COLLABORATIVE/ JKDA. ALL RIGHTS RESERVED A 1 2 3 4 BCD 950 Danby Road, Suite 105 Ithaca, New York 14850 ph: 607.330.4555 www.jkdarchitecture.com As indicated 10/7/2021 12:55:26 PM G0.01 Building "C" General Notes STRM01 OVERLOOK 10/07/21 Visum Development Group 815 South Aurora Street Ithaca, New York 14850 CONSTRUCTION SET BUILDING C - Abbreviations PVC Polyvinyl chloride R.O. Rough Opening RE: Refer to REINF Reinforcing REQD Required S Stud SIM Similar SPEC Specification SPF Spray-foam insulation, Spruce-pine-fir SYP Southern yellow pine T&G Tongue and groove T.O. Top of TBD To be determined TPO Thermoplastic polyolefin TYP Typical UL Underwriter's Laboratory UNO Unless noted otherwise VCT Vinyl composition tile VERT Vertical VIF Verify in field W/ With W/O Without WRB Weather resistive barrier WWM Woven wire mesh XPS Extruded polystyrene - Abbreviations LSL Laminated strand lumber LVL Laminated veneer lumber M.O. Masonry opening MAX Maximum MECH Mechanical MFR Manufacturer MIL Millimeter MIN Minimum MR Moisture resistant MTD Mounted N-S North - South N/A Not applicable NIC Not in contract NOM Nominal NTS Not to scale OAE Or approved equal OC On center OD Outside diameter OH Overhead OSB Oriented strand board OVHG Overhang P LAM Pressure laminated PAF Powder-actuated fastener PLYWD Plywood POLY Polyethylene, Polyurethane POLYISO Polyisocyanurate PSF Pounds per square foot PSI Pounds per square inch PT Pressure treated PTD Painted - Abbreviations EPDM Ethylene propylene diene terpolymer membrane EQ Equal EW Each way EXG Existing EXT Exterior FD Floor drain, Fire department FF Finished Floor FIN Finish, Finished FLR Floor FND Foundation FRP Fiberglass reinforced panel FRT Fire retardant treated FT Foot, Fire treated FTG Footing GA Gauge GALV Galvanized GC General contractor GYP, GYP BD Gypsum wall board HDG Hot-dipped galvanized HDWD Hardwood flooring HOR Horizontal HR Hour HT Height ICF Insulated concrete form ID Inside diameter IN Inch INT Interior LB, LBS Pound, Pounds LL Live Load - Abbreviations # Pound, Pounds, Number +/- Plus / Minus, Approximate -- None AFF Above finished floor ALT Alternate APT Apartment ARCH Architect, Architectural B.O. Bottom of CJ Control Joint CL Centerline CLG Ceiling CLR Clear CMU Concrete masonry unit COL Column CONC Concrete CONT Continuous CPT Carpet DBL Double DEMO Demolish(ed) DIA, Ø Diameter DL Dead Load DN Down DTL Detail DWG Drawing E-W East - West EA Each ELEV Elevation EMBED Embedment ENG Engineer(ed), Engineering Sheet Index Number Name Issue Date E2.00 Building C Ground & First Floor - Lighting & Fire Alarm 06/22/21 E2.01 Building C Second, Third & Roof Lighting & Fire Alarm 06/22/21 E3.00 Enlarged Unit Plans - Power & Data 06/22/21 E4.00 Enlarged Unit Plans - Lighting & Fire Alarm 06/22/21 E5.00 Panel Schedules 06/22/21 09_FIRE PROTECTION FP0.00 Fire Protection Notes, Legend, Details 06/22/21 FP1.01 Fire Protection Plans 06/22/21 Total: 52 Sheet Index Number Name Issue Date A1.06 Enlarged Unit Plan 3.5 10/07/21 A1.07 Building "C" RCPs 10/07/21 A1.08 Enlarged Stair Plans 10/07/21 A2.00 Building "C" Exterior Elevations 10/07/21 A2.01 Building "C" Interior Elevations 10/07/21 A3.00 Building "C" Building Sections 10/07/21 A3.01 Stair Sections 10/07/21 A5.00 Building "C" Schedules 10/07/21 06_PLUMBING P0.00 Plumbing Notes, Schedules & Legend 06/22/21 P0.01 Plumbing Specifications 06/22/21 P0.02 Plumbing Details 06/22/21 P1.00 Underslab, Ground, First, Second Floor Plan 06/22/21 P1.01 Third Floor and Roof Plan 06/22/21 P2.00 Sanitary, Storm and Domestic Isometrics 06/22/21 07_MECHANICAL M0.00 Notes 06/22/21 M1.00 Building C Floor Plans - Mechanical 06/22/21 M2.00 Building C Enlarged Units 06/22/21 M4.00 Mechanical Schedules & Details 06/22/21 08_ELECTRICAL E0.00 Notes, Schedules & Legend 06/22/21 E0.01 Building C Riser Diagram 06/22/21 E1.00 Building C Ground & First Floor - Power & Data 06/22/21 E1.01 Building C Second, Third & Roof - Power & Data 06/22/21 Sheet Index Number Name Issue Date 01_GENERAL G0.00 Building "C" Cover Sheet 10/07/21 G0.01 Building "C" General Notes 10/07/21 G0.02 Building "C" Code Sum. & Area Plans 10/07/21 03_STRUCTURAL S0.01 General Notes and Schedules 10/07/21 S1.00 Foundation Plan Bldg C 10/07/21 S1.01 First Floor Framing Plan Bldg C 10/07/21 S1.02 Second Floor Framing Plan Bldg C 10/07/21 S1.03 Third Floor Framing Plan Bldg C 10/07/21 S1.04 Roof Framing Plan Bldg C 10/07/21 S3.00 Foundation Details Bldg C 10/07/21 S3.01 Foundation Details Bldg C 10/07/21 S5.00 Framing Details 10/07/21 S5.01 Framing Details 10/07/21 S5.02 Shear Wall Schedule, Elevations & Details 10/07/21 S5.03 Shearwall Elevations 10/07/21 S5.04 Shearwall Elevations 10/07/21 04_ARCHITECTURAL A0.00 Building "C" Unit Area Plans 10/07/21 A1.00 Building "C" Ground & First Floor Plans 10/07/21 A1.01 Building "C" Second, Third, & Roof Plans 10/07/21 A1.02 Enlarged Unit Plan 1.1 10/07/21 A1.03 Enlarged Unit Plan 3.2 10/07/21 A1.04 Enlarged Unit Plan 3.3 10/07/21 A1.05 Enlarged Unit Plan 3.4 10/07/21 - Symbolic Legend Wall Type Window No./ Type - Symbolic Legend Room Tag Section Cut - Symbolic Legend Detail Door No./ Type - Symbolic Legend Centerline Datum Line - Architect's Notes 1 The Architect is authorized to inspect and gain access to all work in a timely manner if the Architect deems it necessary, or upon request of the Owner. These drawings assume the work shall be carried out by professional contractors with the proper experience and training to achieve code compliance and to utilize standard construction practices. 2 If requested by the Owner, the Architect shall evaluate the work at regular intervals appropriate to the stage of the Contractor's operations, but at the Architect's discretion, to become generally familiar with the work to guard against defects and deficiencies and to determine in general if the work will be in conformance with the Contract Documents. However, the Architect shall not make exhaustive on-site inspections to check the quality or quantity of the work, unless requested otherwise under a separate project management contract. 3 The Architect assumes no responsibility for construction means, methods, techniques, sequences, or procedures, or safety precautions and programs in connection with the work. There are no warranties nor any merchantability of fitness for a specific use expressed or implied in the use of these plans. 4 All work represented on these drawings has been designed according to the applicable Codes of NYS and all applicable local codes. - Contractor and Owner Notes 1 It is the Contractor's responsibility to complete the work according to these drawings and to ensure that the project meets all current federal, state and local codes, ordinances and regulations, etc., which shall be considered as part of the specifications of the building and shall be adhered to even if they are in variance with the project drawings. It is assumed that the Contractor owns or has access to the 'Codes of New York State'. Go to http://publicecodes.cyberregs.com/st/ny/st/index.htm 2 The information contained within these construction documents is issued to show design intent and basic framing details. It is the Contractor's responsibility to provide standard construction detailing and practices which will provide a structurally sound and weather-proofed finished product. The Contractor shall notify the Owner/Architect of any discrepancies or problems, observed or perceived, prior to starting construction of such. 3 The heating, air conditioning, plumbing, and electrical systems shall be calculated and designed by a local professional or sub-contractor as allowed. These sub-contractors are responsible for obtaining permits for this work and must meet the licensing requirements of the municipality in which the work is being performed. 4 These drawings are NOT intended to be a comprehensive documentation of the project and should be used in conjunction with the prescriptive requirements of the Codes of NYS, the project specifications, and any additional owner's requirements. 5 The General Contractor must provide worker's comp. & disability insurance certificates to the Building Department prior to starting any work. - General Notes 1 The Owners, Builders and Contractors are to check and verify all dimensions and conditions before starting with work, and perform all construction and procedures to the codes, laws and statutes that govern in the area of which the work is to be performed, regardless of what is shown on the Contract Documents. Any inconsistencies between the Contract Documents and the applicable building codes must be reported to the Architect immediately. 2 Figure dimensions take precedence over scaled dimensions. Verify all dimensions in the field. 3 All materials & equipment shall be installed according to the manufacturer's directions & shall be UL listed. 4 The specifications shall supercede the information contained on these drawings. 5 All construction material quantites shown on the drawings are derived from the BIM model and are for reference purposes only. The Architect assumes no responsibility for construction material quantites. The Contractor shall verify all construction material quantities required to complete construction. Project Description Visum Development Group is proposing a three-building, multi-story apartment complex located at 815 South Aurora Street in Ithaca, New York. Building "A" (seperate drawing set) is +/- 29,600 SF., and contains twenty-seven units with sixty-four total bedrooms. Building "B" (seperate drawing set) is +/- 33,700 SF., and contains thirty-one units with sixty-eight total bedrooms. Building "C" is +/- 8,800 SF., and contains eight units with twenty-one total bedrooms. Gross square footage of the project exclusive of site-related elements is ~ 72,000 SF Overlook 815 South Aurora Street Ithaca, New York 14850 Tax Map No. 115.-1-15 - Materials Legend Rip-Rap Sand Steel Stone (Drystack Ledgestone) Structural Fill Woodgrain (Finished) Woodgrain (Rough) - Materials Legend Masonry (Concrete Block) Phase (Demolished) Phase (Existing) Phase (New) Plaster Plastic Plywood - Materials Legend Gravel (Bank Run) Gypsum Board Insulation (Batt) Insulation (Rigid Board) Insulation (Spray Foam) Laminated Veneer Lumber Masonry (Brick) - Materials Legend Aluminum Composite Concrete Dimensional Lumber Earth (Backfill) Earth (Undisturbed) Gravel - Commercial Energy Compliance Notes 1 All new construction must comply with the prescriptive requirements of the Energy Conservation Code of NYS, or show compliance through COMCheck software. In general the building envelope must meet the following thermal performance values for climate zone 6A. See code for exceptions and special conditions: Roofs: - Insulation entirely above roof deck: R-30ci* *ci = continuous insulation - Metal buildings: R-25 + R-11 LS* *LS = Liner System - Attic and other: R-49 Walls, above grade: - Mass: R-13.3ci ; Group R: R-15.2ci - Metal building: R-13 + R-13ci - Metal framed: R-13 + R-7.5ci - Wood framed and other: R-13 + R-7.5ci, or R-20 + R-3.8ci - Walls, below grade: R-7.5ci Floors: - Mass: R-12.5ci - Joist/framing: R-30 ; Group R metal joists: R-38 Slab-on-grade floors: - Unheated slabs: R-10 for 24" below ; Group R: R-15 for 24" below - Heated slabs: R-15 for 36" below + R-5 under full slab ; Group R: R-20 for 48" below + R-5 under full slab Opaque doors: - Nonswinging: R-4.75 Vertical fenestration (U-factor): - Fixed fenestration: 0.36 - Operable fenestration: 0.43 - Entrance doors: 0.77 Vertical fenestration (SHGC): - PF* < 0.2: 0.40 *PF = Projection Factor - 0.2 <= PF < 0.5: 0.48 - PF >= 0.5: 0.64 Skylights: - U-factor: 0.50 - SHGC: 0.40 REVISIONS Δ DESCRIPTION DATE 1,745 SF Ground Floor Apts 90 SF Mech 2 hr stair enclosure 2 hr ceiling Supporting construction 2,120 SF First Floor Apts 2 hr stair enclosure 14' MAX travel distance = 74.5' 2,119 SF Second Floor Apts 2 hr stair enclosure 29.5' 2,119 SF Third Floor Apts 2 hr stair enclosure 31' Fire Rating-1Hr Fire Rating-2Hr Project # Date CONSTRCUTION SET 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAM COLLABORATIVE/ JKDA. ALL RIGHTS RESERVED A 1 2 3 4 BCD 950 Danby Road, Suite 105 Ithaca, New York 14850 ph: 607.330.4555 www.jkdarchitecture.com As indicated 10/7/2021 10:37:32 AM G0.02 Building "C" Code Sum. & Area Plans STRM01 OVERLOOK 10/07/21 Visum Development Group 815 South Aurora Street Ithaca, New York 14850 CONSTRUCTION SET BUILDING C 0' Scale: 1/16" = 1'-0" 16' 8' 16' 32' 1/16" = 1'-0" 1 Basement Code Area Plan 1/16" = 1'-0" 2 First Floor Code Area Plan 1/16" = 1'-0" 3 Second Floor Code Area Plan Code Summary - Occupancy Classification (BC302) Occupancy Classification Occupancy Group Name Area Comments Residential R-2 Ground Floor Apts 1,745 SF Basement, not a story. Residential R-2 First Floor Apts 2,120 SF Residential R-2 Second Floor Apts 2,119 SF Residential R-2 Third Floor Apts 2,119 SF Residential R-2 Mech 90 SF 8,192 SF Code Summary - Building Height & Areas (BC Ch. 5) Occupancy Group Construction Type Sprinkler System Building Height # of Stories Allowable Area Factor Building Height & Area Notes R-2 VB REQ'D; 13R system provided MAX: 60; Proposed: +/- 34.5 MAX: 4; Proposed: 3 24,000 MAX area: 96,000; Proposed: +/- 8,200 Code Summary - Construction Type (BC601) Construction Type Construction Type Requirements VB Primary Structural Frame(footnote f), (see Section 202):..... 0 Bearing Walls - Exterior(footnote e,f):............................0 - Interior:............................................. 0 Nonbearing walls & partitions - Exterior:......................... See Table 602 - Interior (footnote d):...........0 Floor & assoc. struct. members (see Section 202):............. 0 Roof & assoc. struct. members (see Section 202):..............0 d = Not less than the fire-resistance rating required by other sections of this code. e = Not less than the fire-resistance rating based on fire separationdistance (see Table BC602). f = Not less than the fire-resistance rating as referenced in Section BC704.10. Code Summary - Fire Protection Systems (BC Ch. 9) Fire Area Occupancy Group Area Sprinkler System Standpipe Portable Fire Extinguisher Manual Fire Alarm System Smoke Alarms CO Detection Fire Protection Notes 1 R-2 8,192 SF REQ'D; 13R system provided Not REQ'D; Not Provided REQ'D; Provided Not REQ'D; Not provided REQ'D; Provided REQ'D; Provided Code Summary - Occupant Load (BC1004) Occupancy Group Name Occupancy Type Occupant Load Factor Gross/Net Area Occupants per Space Total Occupants Occupancy Notes R-2 Ground Floor Apts Residential 200 Gross 1,745 SF 8.73 8.79 R-2 First Floor Apts Residential 200 Gross 2,120 SF 10.60 9.52 R-2 Second Floor Apts Residential 200 Gross 2,119 SF 10.59 9.52 R-2 Third Floor Apts Residential 200 Gross 2,119 SF 10.60 5.58 R-2 Mech Accessory storage areas, mechanical equpment room 300 Gross 90 SF 0.30 0.23 See BC311.1.1 33.64 1/16" = 1'-0" 4 Third Floor Code Area Plan 1 1/2" = 1'-0" Fire Rating Legend REVISIONS Δ DESCRIPTION DATE 938 SF Unit 1A Type 3.2 747 SF Unit 1B Type 1.1 Common Mechanical Type 1.1 Type 3.2277 SF Stair 0 93 SF Mechanical Unexcavated / Fill 1,137 SF Unit 2A Type 3.4 172 SF Stair 1 Common Type 3.3 Type 3.4 937 SF Unit 2B Type 3.3 1,137 SF Unit 3A Type 3.4 938 SF Unit 3B Type 3.3 171 SF Stair 2 Common Type 3.3 Type 3.4 1,137 SF Unit 4A Type 3.5 171 SF Stair 3 938 SF Unit 4B Type 3.3 Common Type 3.3 Type 3.5 Project # Date CONSTRCUTION SET 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAM COLLABORATIVE/ JKDA. ALL RIGHTS RESERVED A 1 2 3 4 BCD 950 Danby Road, Suite 105 Ithaca, New York 14850 ph: 607.330.4555 www.jkdarchitecture.com 3/32" = 1'-0" 10/7/2021 10:38:32 AM A0.00 Building "C" Unit Area Plans STRM01 OVERLOOK 10/07/21 Visum Development Group 815 South Aurora Street Ithaca, New York 14850 CONSTRUCTION SET BUILDING C 12' 4' 0' 12' 24' SCALE : 3/32" = 1'-0" 3/32" = 1'-0" 1 Ground Floor Unit Area Plan 3/32" = 1'-0" 2 First Floor Unit Area Plan 3/32" = 1'-0" 3 Second Floor Unit Area Plan 3/32" = 1'-0" 4 Third Floor Unit Area Plan Building "C" Area Schedule (Rentable) Assigned Level Name Unit Count # of Beds Area Comments Common Ground Floor Stair 0 0 0 277 SF First Floor Stair 1 0 0 172 SF Second Floor Stair 2 0 0 171 SF Third Floor Stair 3 0 0 171 SF 0 0 791 SF Mechanical Ground Floor Mechanical 0 0 93 SF 0 0 93 SF Type 1.1 Ground Floor Unit 1B 1 1 747 SF 1 1 747 SF Type 3.2 Ground Floor Unit 1A 1 3 938 SF 1 3 938 SF Type 3.3 First Floor Unit 2B 1 3 937 SF Second Floor Unit 3B 1 3 938 SF Third Floor Unit 4B 1 3 938 SF 3 9 2,813 SF Type 3.4 First Floor Unit 2A 1 3 1,137 SF Second Floor Unit 3A 1 3 1,137 SF 2 6 2,274 SF Type 3.5 Third Floor Unit 4A 1 2 1,137 SF 1 2 1,137 SF 8 21 8,793 SF NOTE: COLOR CODES REPRESENT IDENTICAL UNIT LAYOUTS EXCEPT FOR MIRRORING REVISIONS Δ DESCRIPTION DATE UP UPDN 1 A3.00 __________ 2 A3.00 __________ 3 A3.00 __________ 4 A3.00 __________ 5 A3.00 __________ 6 A3.00 __________ See 1/ A1.02 See 1/ A1.03 74 SF Mechanical 225 SF Stair 0 B A A A A A B B A A A 6' - 6"8' - 2 5/8"8' - 2 5/8"3' - 4"3' - 2"8' - 4 1/4"4' - 7 3/4" 6' - 6"16' - 5 1/4"6' - 6"13' - 0" 42' - 5 1/4" 3' - 2" 10' - 10" 3' - 2" 11' - 2 3/4" 11' - 2 3/4" 18' - 4 1/2" 8' - 2 5/8" 8' - 2 5/8" 3' - 4" 3' - 2" 14' - 0" 44' - 0" 16' - 5 1/4" 6' - 6" 80' - 11 1/4" 44' - 6" 14' - 4" 9' - 7 1/4" 12' - 6" 2' - 9 7/8"3' - 6 1/4"18' - 11 1/8"3' - 2"10' - 10"3' - 2" 2' - 9 7/8"3' - 6 1/4"22' - 1 1/8"14' - 0" 13 1/4" 44' - 8 1/2" 5 1/2" 33' - 6 3/4" 13 1/4" 13 1/4" 15' - 5 3/8" 5 1/2"4' - 5 1/2" 5 1/2" 6' - 4 7/8" 13 1/4" 1/2" 02 03 E1 E7 E1 E1 F2 F2 F2 E1 E7 E7 E1 E1E7 E1 E7 E1 E7 E1E7 P3 P3 P3 A1.08 1 02 P3 P3 3' - 10 3/4" 3' - 7 3/4" P6 15' - 0 1/8" Tower fall zone Building "B" Retaining wall 1 A3.00 __________ 2 A3.00 __________ 3 A3.00 __________ 4 A3.00 __________ 5 A3.00 __________ 6 A3.00 __________ See 1/ A1.04 See 1/ A1.05 148 SF Stair 1 B B A A A A A A B B A A A A AA C ADD 02 02 E2 E2 E2 E2 E2 E2 E2 E2 E2 E2 E3 E8 E8 E2 P1 P3 P1 P3 4' - 5 1/8" 8' - 6 7/8" 2' - 11 3/8" 3' - 6 5/8" 8' - 0" 8' - 0" 6' - 6" 4' - 0" 13' - 0" 6' - 6" 16' - 0" 6' - 6" 4' - 0" 46' - 0" 4' - 5 1/8" 14' - 1" 11' - 3 3/8" 11' - 0" 3' - 8 1/2" 9' - 3 7/8" 4' - 2 1/8" 7' - 0" 8' - 6" 7' - 0" 44' - 6" 13' - 6" 22' - 6" 2' - 11 3/8" 11' - 0 5/8" 2' - 11 3/8" 11' - 2 3/4" 11' - 2 3/4" 8' - 10 1/4" 9' - 8 7/8" 8' - 0" 8' - 0" 3' - 6 5/8" 2' - 11 3/8" 14' - 0" 44' - 0" 16' - 0" 6' - 6" 80' - 6" 2' - 11 3/8" 11' - 0 5/8" 2' - 11 3/8" 11' - 2 3/4" 17' - 9 7/8" 14' - 0" 32' - 0" 7 1/4" 57' - 5 7/8" 5 1/2" 21' - 4 1/8" 7 1/4" 1/2" 7 1/4"9' - 2 3/4"5 1/2"11' - 7 1/4"7 1/4" A1.08 2 SF.04 SF.05 P3 1 3/8" Project # Date CONSTRCUTION SET 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAM COLLABORATIVE/ JKDA. ALL RIGHTS RESERVED A 1 2 3 4 BCD 950 Danby Road, Suite 105 Ithaca, New York 14850 ph: 607.330.4555 www.jkdarchitecture.com 1/8" = 1'-0" 10/7/2021 10:44:17 AM A1.00 Building "C" Ground & First Floor Plans STRM01 OVERLOOK 10/07/21 Visum Development Group 815 South Aurora Street Ithaca, New York 14850 CONSTRUCTION SET BUILDING C 0' Scale: 1/8" = 1'-0" 8' 4' 8' 16' 1/8" = 1'-0" 1 Building "C" Ground Floor Plan 1/8" = 1'-0" 2 Building "C" First Floor Plan - General Plan Notes 1 Dimensions are to face of stud, concrete or masonry unless noted otherwise. 2 Dimensions to doors, windows and columns are to centerline unless noted otherwise. Doors and windows without dimensions are to be centered in the host wall. 3 Exterior wall and window locations may differ from unit plan shown. Refer to overall plan sheets for core and shell dimensional information. 4 Furniture, when shown, represents design intent and is the responsibility of the Owner unless specified in contract documents. 5 Refer to structural sheets for beam sizes and additional structural information. 6 General Contractor is responsible for disseminating all information included in this drawing set to sub-contractors, vendors and any other concerned parties. 7 ALL EXTERIOR DIMENSIONS ARE BASED ON FOX BLOCKS WITH 2 5/8" EPS PANELS REVISIONS Δ DESCRIPTION DATE DN DN 1 A3.00 __________ 2 A3.00 __________ 3 A3.00 __________ 4 A3.00 __________ 5 A3.00 __________ 6 A3.00 __________ See 1/ A1.04 See 1/ A1.05 148 SF Stair 2 B B D D A C 02 A A A A A A B B AAAA A A 4' - 5 1/8" 8' - 6 7/8" 2' - 11 3/8" 3' - 6 5/8" 8' - 0" 8' - 0" 6' - 6" 4' - 0" 13' - 0" 6' - 6" 16' - 0" 6' - 6" 4' - 0" 46' - 0" 2' - 11 3/8" 11' - 0 5/8" 2' - 11 3/8" 11' - 2 3/4" 11' - 2 3/4" 8' - 10 1/4" 9' - 8 7/8" 8' - 0" 8' - 0" 3' - 6 5/8" 2' - 11 3/8" 14' - 0" 44' - 0" 16' - 0" 6' - 6" 80' - 6" 4' - 5 1/8" 14' - 1" 11' - 3 3/8" 11' - 0" 3' - 8 1/2" 5' - 9 1/8" 3' - 6 3/4" 4' - 2 1/8" 7' - 0" 8' - 6" 7' - 0" 44' - 6" 13' - 6" 22' - 6" 17' - 9 7/8"11' - 2 3/4"2' - 11 3/8"11' - 0 5/8"2' - 11 3/8" 14' - 0" 32' - 0" E2 E2 E2 E2 E2 E2 E2 E2 E2 E2 E2 E3E8 E8 E2 P3 P3 7 1/4" 49' - 4 1/8" 5 1/2" 7' - 8 1/4" 5 1/2" 21' - 4 1/8" 7 1/4" 1/2" 1/2" 7 1/4"9' - 2 3/4"5 1/2"11' - 7 1/4"7 1/4" A1.08 2 Sim 02 P3 1 A3.00 __________ 2 A3.00 __________ 3 A3.00 __________ 4 A3.00 __________ 5 A3.00 __________ 6 A3.00 __________ See 1/ A1.04 See 1/ A1.06 149 SF Stair 3 4' - 0"6' - 6"10' - 11 7/8"5' - 0 1/8" 3' - 6 5/8"2' - 11 3/8" 8' - 5 5/8"4' - 6 3/8" 10' - 6"16' - 0"6' - 6"13' - 0" 46' - 0" B A A A A A B B A A A A AA 02 A 02 DD E2 E2 P1 P3 P3 E2 E2 E2 E2 E2 E2 E2 E2E3E8 E8 E2 2' - 11 1/4" 2' - 11 3/8" 11' - 2 3/4" 11' - 2 3/4" 8' - 10 1/4" 9' - 8 7/8" 8' - 0" 8' - 0" 3' - 6 5/8" 2' - 11 3/8" 2' - 11 1/4" 44' - 0" 16' - 0" 6' - 6" 69' - 5 1/4" 17' - 9 7/8"11' - 2 3/4"2' - 11 3/8"11' - 0 5/8"2' - 11 3/8" 14' - 0" 32' - 0" 7' - 5 3/8" 11' - 3 3/8" 11' - 0" 3' - 8 1/2" 5' - 9 1/8" 7' - 8 7/8" 7' - 0" 8' - 6" 7' - 0" 33' - 5 1/4" 13' - 6" 22' - 6" 1/4" / 12" 1/4" / 12" 1/4" / 12" 1/4" / 12" A1.08 3 Cornice Rail-2 Floor-3 Roof-1 09 P3 7 1/4" 38' - 3 3/8" 5 1/2" 7' - 8 1/4" 5 1/2" 21' - 4 1/8" 7 1/4" 7 1/4"9' - 2 3/4"5 1/2"11' - 7 1/4"7 1/4" 1 A3.00 __________ 2 A3.00 __________ 3 A3.00 __________ 4 A3.00 __________ 5 A3.00 __________ 6 A3.00 __________ 1/4" / 12" 1/4" / 12" 1/4" / 12" 1/4" / 12" 1/4" / 12" 1/4" / 12" 1/4" / 12" 1/4" / 12" 1/4" / 12" 1/4" / 12" 1/4" / 12" Mechanical enclosure Cornice TPO,1/4" cover board, 4" polyiso + tapered insulation 16'-0" 29'-0" Roof access hatch, provide fall arrest anchor complying w/ ANSI/ASSE Z 359.1. (in lieu of guards per code exception to BC1015.7) Project # Date CONSTRCUTION SET 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAM COLLABORATIVE/ JKDA. ALL RIGHTS RESERVED A 1 2 3 4 BCD 950 Danby Road, Suite 105 Ithaca, New York 14850 ph: 607.330.4555 www.jkdarchitecture.com 1/8" = 1'-0" 10/7/2021 11:04:54 AM A1.01 Building "C" Second, Third, & Roof Plans STRM01 OVERLOOK 10/07/21 Visum Development Group 815 South Aurora Street Ithaca, New York 14850 CONSTRUCTION SET BUILDING C 0' Scale: 1/8" = 1'-0" 8' 4' 8' 16' 1/8" = 1'-0" 1 Building "C" Second Floor Plan 1/8" = 1'-0" 2 Building "C" Third Floor Plan 1/8" = 1'-0" 3 Building "C" Roof Plan - General Plan Notes 1 Dimensions are to face of stud, concrete or masonry unless noted otherwise. 2 Dimensions to doors, windows and columns are to centerline unless noted otherwise. Doors and windows without dimensions are to be centered in the host wall. 3 Exterior wall and window locations may differ from unit plan shown. Refer to overall plan sheets for core and shell dimensional information. 4 Furniture, when shown, represents design intent and is the responsibility of the Owner unless specified in contract documents. 5 Refer to structural sheets for beam sizes and additional structural information. 6 General Contractor is responsible for disseminating all information included in this drawing set to sub-contractors, vendors and any other concerned parties. 7 ALL EXTERIOR DIMENSIONS ARE BASED ON FOX BLOCKS WITH 2 5/8" EPS PANELS REVISIONS Δ DESCRIPTION DATE A2.01A A2.01 D C F E P4 P4 P2 F2 P2F2 P1 P4 P1 P1 P5 P2 05 10 08 Bedroom W.I.C. Bath Mech Closet K/L/D Refrigerator W2730 DishwasherSB33B15 W1830 Range W3012W1830 4DB18 Base Return Panel Washer/ Dryer 08 5 1/2" 5' - 1 7/8" 5 1/2" 3' - 3 1/2" 5 1/2" 2' - 1 1/4" 3 1/2" 9' - 3 5/8" 13 1/4" 7 5/8"1 1/2"6' - 9 3/8"3 1/2"13' - 1 7/8"3 1/2"13' - 8 1/2"13 1/4" 7 5/8"1 1/2"10' - 4 11/16"5 1/2" TV FLR-1 CPT-1 Shelf & Rod 12" Shelf Gyp soffit @ 84" AFF 18" MIN 1' - 6" 12" MIN 1' - 0" 02 4' - 9 5/8" Project # Date CONSTRCUTION SET 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAM COLLABORATIVE/ JKDA. ALL RIGHTS RESERVED A 1 2 3 4 BCD 950 Danby Road, Suite 105 Ithaca, New York 14850 ph: 607.330.4555 www.jkdarchitecture.com 1/2" = 1'-0" 10/7/2021 11:06:09 AM A1.02 Enlarged Unit Plan 1.1 STRM01 OVERLOOK 10/07/21 Visum Development Group 815 South Aurora Street Ithaca, New York 14850 CONSTRUCTION SET BUILDING C 1/2" = 1'-0" 1 Enlarged Unit Plan 1.1 0' Scale: 1/2" = 1'-0" 2' 1' 2' 4' - General Plan Notes 1 Dimensions are to face of stud, concrete or masonry unless noted otherwise. 2 Dimensions to doors, windows and columns are to centerline unless noted otherwise. Doors and windows without dimensions are to be centered in the host wall. 3 Exterior wall and window locations may differ from unit plan shown. Refer to overall plan sheets for core and shell dimensional information. 4 Furniture, when shown, represents design intent and is the responsibility of the Owner unless specified in contract documents. 5 Refer to structural sheets for beam sizes and additional structural information. 6 General Contractor is responsible for disseminating all information included in this drawing set to sub-contractors, vendors and any other concerned parties. 7 ALL EXTERIOR DIMENSIONS ARE BASED ON FOX BLOCKS WITH 2 5/8" EPS PANELS REVISIONS Δ DESCRIPTION DATE A2.01 A Sim K/L/D Bedroom Bedroom Bedroom Bath Mech Closet 07 02 05 080808 Refrigerator W2730 Dishwasher Base Return Panel SB33 12" ShelfW1830 B15Range W3012W1830 4DB18 Shelf & Rod Shelf & Rod Shelf & Rod Washer/ Dryer P1 P4 P7 P1 P3 P1 P1 P1 P1 P1 P1 P4 E1 E1 E1 E1 E1 13' - 8 1/2" 3 1/2" 9' - 11 7/16" 6" 9' - 11 7/16" 3 1/2" 10' - 0 1/16" 5 1/2" 1/2" 4' - 7 1/4" 3 1/2" 4' - 7 1/4" 3 1/2" 3 1/2" 4' - 7 7/8" 3 1/2" 10' - 4 1/4" 5 1/2" 2' - 1 1/4" 3 1/2" 4' - 1 3/8" 3' - 4 1/4" 5' - 1 1/4"3 1/2"3' - 2 1/8"5 1/2"11' - 8 3/8" 2' - 0 5/8" 2' - 0 5/8" 2' - 0 5/8" Gyp soffit @ 84" AFF 13 1/4" 13 1/4"13 1/4" FLR-1 CPT-1 FLR-1 CPT-1 FLR-1 CPT-1 A2.01K G H J 4" TV 18" MIN 1' - 6 1/16" 4' - 9 5/8" 18" MIN 1' - 6 11/16" 18" MIN 1' - 6 11/16" 18" MIN 1' - 6 11/16" Project # Date CONSTRCUTION SET 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAM COLLABORATIVE/ JKDA. ALL RIGHTS RESERVED A 1 2 3 4 BCD 950 Danby Road, Suite 105 Ithaca, New York 14850 ph: 607.330.4555 www.jkdarchitecture.com 1/2" = 1'-0" 10/7/2021 11:07:29 AM A1.03 Enlarged Unit Plan 3.2 STRM01 OVERLOOK 10/07/21 Visum Development Group 815 South Aurora Street Ithaca, New York 14850 CONSTRUCTION SET BUILDING C 1/2" = 1'-0" 1 Enlarged Unit Plan 3.2 0' Scale: 1/2" = 1'-0" 2' 1' 2' 4' - General Plan Notes 1 Dimensions are to face of stud, concrete or masonry unless noted otherwise. 2 Dimensions to doors, windows and columns are to centerline unless noted otherwise. Doors and windows without dimensions are to be centered in the host wall. 3 Exterior wall and window locations may differ from unit plan shown. Refer to overall plan sheets for core and shell dimensional information. 4 Furniture, when shown, represents design intent and is the responsibility of the Owner unless specified in contract documents. 5 Refer to structural sheets for beam sizes and additional structural information. 6 General Contractor is responsible for disseminating all information included in this drawing set to sub-contractors, vendors and any other concerned parties. 7 ALL EXTERIOR DIMENSIONS ARE BASED ON FOX BLOCKS WITH 2 5/8" EPS PANELS REVISIONS Δ DESCRIPTION DATE 4' - 8 3/4" 3 1/2" 2' - 0 5/8" 4' - 10 1/2" 3 1/2" 2' - 0 5/8" 2' - 0 5/8" 4' - 8 3/4"3 1/2" Bedroom Bedroom Bedroom Mech Closet Bath K/L/D Refrigerator W2730 12" Shelf Dishwasher Base Return Panel SB33B15 W1830 Range4DB18 W1830 W3012 Washer/ Dryer Shelf & RodShelf & RodShelf & Rod P1 P1 P1 P1 P1 P1 E2 E2 P3 P4 P4 P1 P4 P1 E2 E2 E2 E2 E2 7 1/4"10' - 0 1/4"3 1/2"10' - 2"3 1/2"10' - 0 1/4"3 1/2"13' - 8 1/2"7 1/4" 08 08 08 0205 07 5 1/2"5' - 1 7/8"3 1/2"3' - 5 1/2"5 1/2"11' - 11 3/4"7 1/4" 1/2" 3 1/2" 10' - 4 1/4" 5 1/2" 2' - 1 1/4" 3 1/2" 5' - 8 3/8" 3' - 1 7/8" Gyp soffit @ 84" AFF FLR-1 CPT-1 FLR-1 CPT-1 FLR-1 CPT-1 A2.01 B Sim 4" 4" TV 18" MIN 1' - 6" 18" MIN 1' - 6" 18" MIN 1' - 6" 18" MIN 1' - 6" 4' - 9 5/8" Project # Date CONSTRCUTION SET 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAM COLLABORATIVE/ JKDA. ALL RIGHTS RESERVED A 1 2 3 4 BCD 950 Danby Road, Suite 105 Ithaca, New York 14850 ph: 607.330.4555 www.jkdarchitecture.com 1/2" = 1'-0" 10/7/2021 11:08:01 AM A1.04 Enlarged Unit Plan 3.3 STRM01 OVERLOOK 10/07/21 Visum Development Group 815 South Aurora Street Ithaca, New York 14850 CONSTRUCTION SET BUILDING C 1/2" = 1'-0" 1 Enlarged Unit Plan 3.3 0' Scale: 1/2" = 1'-0" 2' 1' 2' 4' - General Plan Notes 1 Dimensions are to face of stud, concrete or masonry unless noted otherwise. 2 Dimensions to doors, windows and columns are to centerline unless noted otherwise. Doors and windows without dimensions are to be centered in the host wall. 3 Exterior wall and window locations may differ from unit plan shown. Refer to overall plan sheets for core and shell dimensional information. 4 Furniture, when shown, represents design intent and is the responsibility of the Owner unless specified in contract documents. 5 Refer to structural sheets for beam sizes and additional structural information. 6 General Contractor is responsible for disseminating all information included in this drawing set to sub-contractors, vendors and any other concerned parties. 7 ALL EXTERIOR DIMENSIONS ARE BASED ON FOX BLOCKS WITH 2 5/8" EPS PANELS REVISIONS Δ DESCRIPTION DATE A2.01 B K/L/D Study Room Bedroom Bath Mech Closet Shelf & Rod Shelf & Rod 0808 11 05 07 Washer/ Dryer Refrigerator W1830 Dishwasher Base Return Panel SB33B15 W1230 Range W3012W1830 4DB18 P1 P4 P1 P7 P1 P1 P1 P1 P4 P1 E2 E2 E2 E2 E2 7 1/4" 13' - 8 1/2" 3 1/2" 10' - 2 13/16" 1/2" 5 1/2" 9' - 11 7/16" 3 1/2" 9' - 11 7/16" 3 1/2" 12' - 3 1/8" 5 1/2" 5' - 1 15/16" 3 1/2" 2' - 0 5/8" 3 1/2" 4' - 7 15/16" 2' - 0 5/8" FLR-1 CPT-1 FLR-1 CPT-1 FLR-1 CPT-1 7 1/4" 11' - 11 3/4" 5 1/2" 3' - 5 1/2" 3 1/2" 5' - 1 1/4" 7 1/4" 3 1/2" 10' - 4 1/4" 5 1/2" 2' - 1 1/4" 3 1/2" 4' - 1 3/8" 3' - 1 5/8" 5 1/2" 4' - 1 3/8" 5 1/2" Gyp soffit @ 84" AFF 4" 4" TV Bedroom Bedroom P1 02 08 P4 P1 Shelf & Rod P4 P4 18" MIN 1' - 6" 18" MIN 1' - 6" 10 5/8" 2' - 0 5/8" 3 1/2" 4' - 7 15/16" 4' - 9 5/8" Project # Date CONSTRCUTION SET 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAM COLLABORATIVE/ JKDA. ALL RIGHTS RESERVED A 1 2 3 4 BCD 950 Danby Road, Suite 105 Ithaca, New York 14850 ph: 607.330.4555 www.jkdarchitecture.com 1/2" = 1'-0" 10/7/2021 11:12:56 AM A1.05 Enlarged Unit Plan 3.4 STRM01 OVERLOOK 10/07/21 Visum Development Group 815 South Aurora Street Ithaca, New York 14850 CONSTRUCTION SET BUILDING C 1/2" = 1'-0" 1 Enlarged Unit Plan 3.4 0' Scale: 1/2" = 1'-0" 2' 1' 2' 4' - General Plan Notes 1 Dimensions are to face of stud, concrete or masonry unless noted otherwise. 2 Dimensions to doors, windows and columns are to centerline unless noted otherwise. Doors and windows without dimensions are to be centered in the host wall. 3 Exterior wall and window locations may differ from unit plan shown. Refer to overall plan sheets for core and shell dimensional information. 4 Furniture, when shown, represents design intent and is the responsibility of the Owner unless specified in contract documents. 5 Refer to structural sheets for beam sizes and additional structural information. 6 General Contractor is responsible for disseminating all information included in this drawing set to sub-contractors, vendors and any other concerned parties. 7 ALL EXTERIOR DIMENSIONS ARE BASED ON FOX BLOCKS WITH 2 5/8" EPS PANELS REVISIONS Δ DESCRIPTION DATE A2.01 B Sim K/L/D Bedroom Bedroom Bath Mech Closet Roof Deck Refrigerator W1830 Dishwasher Base Return Panel SB33B15 W1230W3012W1830 Wall Filler 4DB18 Base Filler Range P7 P1 P1 P1 P1 P1P1 P1 P4 P1 E2 E2 E2 E2 E2 P1 05 05 05 07 Washer/ Dryer FLR-1 CPT-1 FLR-1 CPT-1 Gyp soffit @ 84" AFF 7 1/4" 13' - 2 1/16" 6" 9' - 11 7/16" 3 1/2" 9' - 11 7/16" 3 1/2" 12' - 3 1/8" 5 1/2" 7 1/4" 12' - 11 1/2" 3 1/2" 10' - 4 1/4" 5 1/2" 2' - 1 1/4" 3 1/2" 4' - 1 3/8" 3' - 3 5/8" 3 1/2" 7 1/4"5' - 1 1/4"3 1/2"3' - 5 1/2"5 1/2"11' - 11 3/4"7 1/4" 1/2" 5 1/2" 4' - 7 1/4" 3 1/2" 3 1/2" 4' - 7 1/4" Shelf & Rod Shelf & Rod 2' - 0 5/8" 2' - 0 5/8" 4" 4" TV FLR-1 CPT-1 02 08 P4 P1 Shelf & Rod 2' - 0 5/8" 10 5/8" P3 P3 P4 P3 P3 18" MIN 1' - 6 11/16" 18" MIN 1' - 6 11/16" 3 1/2" 5' - 2 3/8" 4' - 9 5/8" Project # Date CONSTRCUTION SET 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAM COLLABORATIVE/ JKDA. ALL RIGHTS RESERVED A 1 2 3 4 BCD 950 Danby Road, Suite 105 Ithaca, New York 14850 ph: 607.330.4555 www.jkdarchitecture.com 1/2" = 1'-0" 10/7/2021 11:13:39 AM A1.06 Enlarged Unit Plan 3.5 STRM01 OVERLOOK 10/07/21 Visum Development Group 815 South Aurora Street Ithaca, New York 14850 CONSTRUCTION SET BUILDING C 0' Scale: 1/2" = 1'-0" 2' 1' 2' 4' 1/2" = 1'-0" 1 Enlarged Unit Plan 3.5 - General Plan Notes 1 Dimensions are to face of stud, concrete or masonry unless noted otherwise. 2 Dimensions to doors, windows and columns are to centerline unless noted otherwise. Doors and windows without dimensions are to be centered in the host wall. 3 Exterior wall and window locations may differ from unit plan shown. Refer to overall plan sheets for core and shell dimensional information. 4 Furniture, when shown, represents design intent and is the responsibility of the Owner unless specified in contract documents. 5 Refer to structural sheets for beam sizes and additional structural information. 6 General Contractor is responsible for disseminating all information included in this drawing set to sub-contractors, vendors and any other concerned parties. 7 ALL EXTERIOR DIMENSIONS ARE BASED ON FOX BLOCKS WITH 2 5/8" EPS PANELS REVISIONS Δ DESCRIPTION DATE 1 A3.00 __________ 2 A3.00 __________ 3 A3.00 __________ 4 A3.00 __________ 5 A3.00 __________ 6 A3.00 __________ 2 hr ceiling Gyp soffit @ 84 3/4" above subfloor Ceiling-1 Ceiling-3 Ceiling-1 Ceiling-2 Ceiling-1 Ceiling-3 Gyp soffit @ 84 3/4" above subfloor 1 A3.00 __________ 2 A3.00 __________ 3 A3.00 __________ 4 A3.00 __________ 5 A3.00 __________ 6 A3.00 __________ Ceiling-1 Ceiling-3 Ceiling-3 Ceiling-1 Ceiling-1 Gyp soffit @ 84 3/4" above subfloor Gyp soffit @ 84 3/4" above subfloor 1 A3.00 __________ 2 A3.00 __________ 3 A3.00 __________ 4 A3.00 __________ 5 A3.00 __________ 6 A3.00 __________ Ceiling-1 Ceiling-3 Ceiling-1 Ceiling-1 Ceiling-1 Ceiling-3 Gyp soffit @ 84 3/4" above subfloor Gyp soffit @ 84 3/4" above subfloor 1 A3.00 __________ 2 A3.00 __________ 3 A3.00 __________ 4 A3.00 __________ 5 A3.00 __________ 6 A3.00 __________ Ceiling-1 Ceiling-3 Ceiling-1 Ceiling-1 Ceiling-1 Ceiling-3 Gyp soffit @ 84 3/4" above subfloor Gyp soffit @ 84 3/4" above subfloor Project # Date CONSTRCUTION SET 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAM COLLABORATIVE/ JKDA. ALL RIGHTS RESERVED A 1 2 3 4 BCD 950 Danby Road, Suite 105 Ithaca, New York 14850 ph: 607.330.4555 www.jkdarchitecture.com 1/8" = 1'-0" 10/7/2021 11:14:24 AM A1.07 Building "C" RCPs STRM01 OVERLOOK 10/07/21 Visum Development Group 815 South Aurora Street Ithaca, New York 14850 CONSTRUCTION SET BUILDING C 0' Scale: 1/8" = 1'-0" 8' 4' 8' 16' 1/8" = 1'-0" 1 Building "C" Ground Floor RCP 1/8" = 1'-0" 2 Building "C" First Floor RCP 1/8" = 1'-0" 3 Building "C" Second Floor RCP 1/8" = 1'-0" 4 Building "C" Third Floor RCP REVISIONS Δ DESCRIPTION DATE UP UP DNDN 1 A3.00 __________ 2 A3.01 __________3 A3.01 __________ 1 A3.01 __________ Clear 3' - 6" P1 P3 3' - 6" Rail-1 Rail-1 11" Continue to next flight TYP 1 A3.00 __________ 2 A3.01 __________ 3 A3.01 __________ 1 A3.01 __________ Return all handrails to walls TYP 1 A3.00 __________ 2 A3.01 __________ 3 A3.01 __________ 1 A3.01 __________ Wood cap Permanent ladder per MC306.5 w/ roof access hatch above. See Roof Plan. Equipment Access Ladder Notes: 1. Ladders shall have rung spacing not to exceed 14" on center. The uppermost rung shall be not greater than 24" below the upper edge of the roof hatch, roof or parapet, as applicable. 2. Ladders shall have a toe spacing not less than 6" deep. 3. There shall be not less than 18" between rails. 4. Rungs shall have a diameter not less than 0.75-inch and be capable of withstanding a 300 pound (136 kg) load. 5. Access to ladders shall be provided at all times. Return all handrails to walls TYP Continue to next flight TYP Project # Date CONSTRCUTION SET 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAM COLLABORATIVE/ JKDA. ALL RIGHTS RESERVED A 1 2 3 4 BCD 950 Danby Road, Suite 105 Ithaca, New York 14850 ph: 607.330.4555 www.jkdarchitecture.com 1/2" = 1'-0" 10/7/2021 11:15:12 AM A1.08 Enlarged Stair Plans STRM01 OVERLOOK 10/07/21 Visum Development Group 815 South Aurora Street Ithaca, New York 14850 CONSTRUCTION SET BUILDING C 1/2" = 1'-0" 1 Ground Floor Enlarged Stair Plan 1/2" = 1'-0" 2 1st & 2nd Floor Enlarged Stair Plan 1/2" = 1'-0" 3 3rd Floor Enlarged Stair Plan REVISIONS Δ DESCRIPTION DATE Ground Floor T.O. Slab 2 1/8" First Floor 9' - 6" Roof 37' - 5 5/8" Second Floor 18' - 9 7/8" Third Floor 28' - 1 3/4" TO GRADE PLANE 33.83' 743.0 40' Allowable Building Height B B B B A A A A B B B B EIFS-1 Thin brick Masonry sill Mechanical enclosure EIFS-2 Rail-2 Cornice Cornice Alum framed storefront system 29.10 A B B A A A B B A A A A A A A A A A A A A A A A A A ? Masonry sill Cornice Rail-2 Cornice Mechanical enclosure Wall areas 10' to <15' from Building B =691 SF Opening % = 116 SF = 16.8% Complies- 45% MAX ? EIFS-2 Wall areas 10' to <15' from Building B = 432 SF Opening % = 29 SF = 6.7% Complies- 45% MAX 18.82' Ground Floor T.O. Slab 2 1/8" First Floor 9' - 6" Roof 37' - 5 5/8" Second Floor 18' - 9 7/8" Third Floor 28' - 1 3/4" TO GRADE PLANE 33.83' 40' Allowable Building Height 743.0 B B D D D D DD A A A A A A A A AC C C EIFS-1 EIFS-2 Mechanical enclosure Alum framed storefront system Cornice Cornice Rail-2 A A A AAA A A A AA Masonry sill Thin brick EIFS-1 Mechanical enclosure Cornice Project # Date CONSTRCUTION SET 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAM COLLABORATIVE/ JKDA. ALL RIGHTS RESERVED A 1 2 3 4 BCD 950 Danby Road, Suite 105 Ithaca, New York 14850 ph: 607.330.4555 www.jkdarchitecture.com 1/8" = 1'-0" 10/7/2021 11:16:01 AM A2.00 Building "C" Exterior Elevations STRM01 OVERLOOK 10/07/21 Visum Development Group 815 South Aurora Street Ithaca, New York 14850 CONSTRUCTION SET BUILDING C 0' Scale: 1/8" = 1'-0" 8' 4' 8' 16' 1/8" = 1'-0" 1 Building "C" West Elevation 1/8" = 1'-0" 2 Building "C" North Elevation 1/8" = 1'-0" 4 Building "C" South Elevation 1/8" = 1'-0" 3 Building "C" East Elevation REVISIONS Δ DESCRIPTION DATE Furred wall in Unit Type 1.1 only 7 11/16" 25" 33" 15" 31" 18" 122" 12 1/2" 30" 18" 1 1/2" 35" 27" 27" 18" 30" 18" Refrigerator Dishwasher Micro Hood Range W2730 W1830 B15 W1830 B4D18SB33 12" Shelf 12" Shelf 1 1/4" MIN. Refrigerator Dishwasher Range Micro Hood 18"31"15"33"24"1"31 1/4" 153 1/4" 1 1/2"18"30" 12 1/2" 35 1/2" 18" 39 1/4" 12" 30" 18" 18" 18" 6" 36 1/2" 24" x 36" Mirror Install blocking for (3) future WC grab bars per ANSI 117.1 24"6" Towel ring 33 1/2" 15" Towel ring Install blocking for (5) future tub grab bars per ANSI 117.1 36 1/2"6"18" 8" Shower curtain & rod Install blocking for (5) future tub grab bars per ANSI 117.1 8" 24"12" 6"1' - 6" 36 1/2" Shower curtain & rod Robe hook Toilet paper holder Towel bar 18" Robe hook Shower curtain & rod Install blocking for (5) future tub grab bars per ANSI 117.1 16" 12" 8" 36 1/2" Install blocking for (3) future WC grab bars per ANSI 117.1 42" 36 1/2"6"18" 42" 12" Install blocking for (5) future tub grab bars per ANSI 117.1 Shower curtain & rod Towel ring 8" 36 1/2" 16" 12" 24"x36" Mirror 33 1/2" 18" 6" 36" 24" 6" Install blocking for (3) future WC grab bars per ANSI 117.1 18" 36"6"18" 42"12" Shower curtain & rod Towel bar 18" Robe hook 36 1/2"6"18" 8" 4"24" Install blocking for (3) future WC grab bars per ANSI 117.1 8" Install blocking for (5) future tub grab bars per ANSI 117.1 Shower curtain & rod 18" 6" 36 1/2" 12" 24" 24" 02 Apt entry 03 Mechanical access 04 Study access 09 Roof deck access 01 Public entry 07 Mechanical closet 05 Bedroom / Bath 08 Bedroom / Bath 06 Mechanical closet 84" 36" 2" 36" 2" 84"2" 84"2" 2" 36" 2" 84"2" 2" 36" 2" 36" 80" 72" 80" 48" 80" 36" 80" 36" 80" Project # Date CONSTRCUTION SET 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAM COLLABORATIVE/ JKDA. ALL RIGHTS RESERVED A 1 2 3 4 BCD 950 Danby Road, Suite 105 Ithaca, New York 14850 ph: 607.330.4555 www.jkdarchitecture.com As indicated 10/7/2021 11:17:14 AM A2.01 Building "C" Interior Elevations STRM01 OVERLOOK 10/07/21 Visum Development Group 815 South Aurora Street Ithaca, New York 14850 CONSTRUCTION SET BUILDING C 1/2" = 1'-0" A Typical Kitchen Elevation A 0' Scale: 1/2" = 1'-0" 2' 1' 2' 4' 1/2" = 1'-0" B Typical Kitchen Elevation B - Interior Design Notes 1 Dimensions are to finished face of casework, wall, ceiling or floor unless noted otherwise. 2 Dimensions to doors, windows and columns are to centerline unless noted otherwise. Doors and windows without dimensions are to be centered in the host wall. 3 Interior elevations and details represent design intent and are in no way intended to replace shop drawings. All manufacturer's shop drawings and product cut sheets shall be made available to the Architect upon request. 4 All dimensions and products are to be verified and compared to actual field conditions before placing order. 5 Provide blocking for all toilet and bath accessories, including blocking for future grab bars as noted. 6 General Contractor is responsible ofr coordination of all work with Owner, Architect, sub-contractors, vendors and any other concerned parties. 1/2" = 1'-0" C TYP Bath Elevation C 1/2" = 1'-0" D TYP Bath Elevation D 1/2" = 1'-0" E TYP Bath Elevation E 1/2" = 1'-0" F TYP Bath Elevation F 1/2" = 1'-0" G TYP Bath Elevation G 1/2" = 1'-0" H TYP Bath Elevation H 1/2" = 1'-0" J TYP Bath Elevation J 1/2" = 1'-0" K TYP Bath Elevation K 1/4" = 1'-0" Door Legend REVISIONS Δ DESCRIPTION DATE Ground Floor T.O. Slab 2 1/8" First Floor 9' - 6" Ground Floor T.O. Wall 8' - 3 1/4" First Floor T.O. Wall 17' - 7 1/8" Roof 37' - 5 5/8" Second Floor 18' - 9 7/8" Second Floor T.O. Wall 26' - 11" Third Floor 28' - 1 3/4" Third Floor T.O. Wall 36' - 2 7/8" 4 A3.00 __________ 5 A3.00 __________ 6 A3.00 __________ FF.01 FW.08 FW.02 FW.03 RW.01 FW.01 743.00 6 A3.00 __________ 5 A3.00 __________ 6 A3.00 __________ SF.02 SF.01 RW.02 FW.05 SF.03 Ground Floor T.O. Slab 2 1/8" First Floor 9' - 6" Ground Floor T.O. Wall 8' - 3 1/4" First Floor T.O. Wall 17' - 7 1/8" Roof 37' - 5 5/8" Second Floor 18' - 9 7/8" Second Floor T.O. Wall 26' - 11" Third Floor 28' - 1 3/4" Third Floor T.O. Wall 36' - 2 7/8" 1 A3.00 __________2 A3.00 __________ 3 A3.00 __________ 3.465.86 8' - 1 1/8" 1' - 2 3/4" 8' - 1 1/8" 1' - 2 3/4" 8' - 1 1/8" 33.83' 8 ICF courses 10' - 8"3/4" 731.80 3/4" 10 ICF courses 13' - 4" <6' = Basement not a story 733.68 743.00 1' - 2 3/4" 8' - 1 1/8" 1 A3.00 __________2 A3.00 __________ 3 A3.00 __________ Bedroom Mechanical Stair 0 Stair 1 Stair 2 Stair 3 2 hr ceiling BedroomWall must be framed up to underside of subfloor 1 A3.00 __________2 A3.00 __________ 3 A3.00 __________ FW.07 FW.04 FW.06 10' - 8" Project # Date CONSTRCUTION SET 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAM COLLABORATIVE/ JKDA. ALL RIGHTS RESERVED A 1 2 3 4 BCD 950 Danby Road, Suite 105 Ithaca, New York 14850 ph: 607.330.4555 www.jkdarchitecture.com 1/8" = 1'-0" 10/7/2021 11:18:20 AM A3.00 Building "C" Building Sections STRM01 OVERLOOK 10/07/21 Visum Development Group 815 South Aurora Street Ithaca, New York 14850 CONSTRUCTION SET BUILDING C 0' Scale: 1/8" = 1'-0" 8' 4' 8' 16' 1/8" = 1'-0" 1 Building "C" East - West Building Section 1 1/8" = 1'-0" 2 Building "C" East - West Building Section 2 1/8" = 1'-0" 3 Building "C" East - West Building Section 3 1/8" = 1'-0" 4 Building "C" North - South Building Section 1 1/8" = 1'-0" 5 Building "C" North - South Building Section 2 1/8" = 1'-0" 6 Building "C" North - South Building Section 3 REVISIONS Δ DESCRIPTION DATE Ground Floor T.O. Slab 2 1/8" First Floor 9' - 6" Ground Floor T.O. Wall 8' - 3 1/4" First Floor T.O. Wall 17' - 7 1/8" Roof 37' - 5 5/8" Second Floor 18' - 9 7/8" Second Floor T.O. Wall 26' - 11" Third Floor 28' - 1 3/4" Third Floor T.O. Wall 36' - 2 7/8" 1 A3.00 __________ 3 A3.00 __________ 3 1/2" mineral wool 1/2" RC, 5/8" gyp bd 5/8" gyp bd 36" high handrail 1 1/2"Ø wall mtd pipe ST.02 ST.01 Stair 0 Stair 1 Stair 2 Stair 3 7" 11" Ground Floor T.O. Slab 2 1/8" First Floor 9' - 6" Ground Floor T.O. Wall 8' - 3 1/4" First Floor T.O. Wall 17' - 7 1/8" Roof 37' - 5 5/8" Second Floor 18' - 9 7/8" Second Floor T.O. Wall 26' - 11" Third Floor 28' - 1 3/4" Third Floor T.O. Wall 36' - 2 7/8" 1 A3.00 __________ 3 A3.00 __________ 55 15/16" 3' - 6" Stair 0 Stair 1 Stair 2 Stair 3 6' - 8" Ground Floor T.O. Slab 2 1/8" First Floor 9' - 6" Ground Floor T.O. Wall 8' - 3 1/4" First Floor T.O. Wall 17' - 7 1/8" Roof 37' - 5 5/8" Second Floor 18' - 9 7/8" Second Floor T.O. Wall 26' - 11" Third Floor 28' - 1 3/4" Third Floor T.O. Wall 36' - 2 7/8" 1 A3.00 __________ 3 A3.00 __________ Bedroom Mechanical Stair 0 Stair 1 Stair 2 Stair 3 Wood cap 55 15/16"55 15/16"55 15/16"111 7/8" 41 1/4" 77" 68 1/8" Bedroom 6' - 8"6' - 8" 2 hr construction Project # Date CONSTRCUTION SET 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAM COLLABORATIVE/ JKDA. ALL RIGHTS RESERVED A 1 2 3 4 BCD 950 Danby Road, Suite 105 Ithaca, New York 14850 ph: 607.330.4555 www.jkdarchitecture.com 1/4" = 1'-0" 10/7/2021 11:19:19 AM A3.01 Stair Sections STRM01 OVERLOOK 10/07/21 Visum Development Group 815 South Aurora Street Ithaca, New York 14850 CONSTRUCTION SET BUILDING C 1/4" = 1'-0" 1 N-S Stair Section 1 1/4" = 1'-0" 2 N-S Stair Section 3 1/4" = 1'-0" 3 N-S Stair Section 2 0' Scale: 1/4" = 1'-0" 4' 2' 4' 8' REVISIONS Δ DESCRIPTION DATE Project # Date CONSTRCUTION SET 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAM COLLABORATIVE/ JKDA. ALL RIGHTS RESERVED A 1 2 3 4 BCD 950 Danby Road, Suite 105 Ithaca, New York 14850 ph: 607.330.4555 www.jkdarchitecture.com 10/7/2021 11:20:20 AM A5.00 Building "C" Schedules STRM01 OVERLOOK 10/07/21 Visum Development Group 815 South Aurora Street Ithaca, New York 14850 CONSTRUCTION SET BUILDING C Refer to "Material Schedule_Ceilings" for quantities & specifications. Building "C" Ceiling Schedule Type Mark Assembly Tag Area Type Comments Ceiling-1 1/2" RC, 5/8" gyp bd 7,090 SF Ceiling-2 5/8" gyp bd, 1/2" RC, 5/8" gyp bd 158 SF Ceiling-3 5/8" gyp bd, 1 1/2" furring 519 SF Ceiling-4 5/8" gyp bd 141 SF 7,908 SF Building "C" Door Schedule Type Mark Width Height FrameJamb Depth Frame Type SlabType Description Count Fire Rating Area Head Jamb Type Comments 01 36" 84" 6" AL 2 Panel Single swing, Public entry 1 -- 21 SF -- -02 36" 84" 9 1/2" Slab Panel Single swing, Apartment entry 8 90 min. 168 SF 03 36" 84" 9 1/2" HM Slab Panel Single swing, Mechanical access 1 90 min. 21 SF DH1 DJ1 05 36" 80" 4 3/4" Prehung 2 Panel Single swing, Bedroom/bath 10 -- 200 SF DH2 DJ2 07 48" 80" 4 3/4" Prehung 2 Panel Double swing, Mechanical closet 7 -- 187 SF DH2 DJ2 08 36" 80" 6 3/4" 2 Panel Single swing, Bedroom/bath 21 -- 420 SF 09 36" 80" 6" AL 2 Panel Single swing, Roof Deck access 1 -- 20 SF DH3 DJ3 10 72" 80" 6 3/4" Prehung 2 Panel 1 40 SF DH2 DJ2 11 60" 80" 4 3/4" Prehung 2 Panel 2 67 SF DH2 DJ2 Grand total: 52 1,143 SF Refer to "Material Schedule_Floors" for quantities & specifications. Building "C" Floor Schedule Type Mark Assembly Tag Area Perimeter Type Comments CPT-1 Carpet tile TBD 2,986 SF 1185'-10" Floor-1 3/4" subfloor, 14" I-joists 24" OC 8,100 SF 1159'-6" Floor-2 3/4" subfloor, 9 1/4" LVL joists 16" OC 177 SF 54'-2" Floor-3 Roof pavers on pedestal system 154 SF 50'-7" Floor-4 3 1/2" mineral wool 7,589 SF 1379'-3" Floor-5 3/4" subfloor, 2x12 joists 24" OC 80 SF 66'-9" Floor-6 9 1/4" mineral wool 171 SF 53'-4" LVT-1 Luxury vinyl tile TBD 4,121 SF 1571'-9" Refer to "Material Schedule_Floors" & "Concrete - Material Takeoff" for quantities & specifications. Building "C" Slab Schedule Type Mark Assembly Tag Area Perimeter Type Comments Slab-1 4" concrete slab 2,015 SF 299'-3" Slab on grade Refer to "Material Schedule_Walls" for quantities & specifications. Building "C" Wall Schedule Type Mark Assembly Tag Width Lineal Feet Net Area Type Comments Exterior E1 8" ICF, 5/8" gyp bd 1' - 1 7/8" 214' - 10" 1,823 SF E2 EIFS system, 1/2" nom. sheathing, 2x8 studs 16" OC, 7 1/4" mineral wool, 5/8" gyp bd 9 5/8" 671' - 7" 5,377 SF E3 EIFS system, 1/2" nom. sheathing, 2x8 studs 16" OC, 7 1/4" mineral wool, 5/8" gyp bd 9 5/8" 24' - 0" 198 SF E4 EIFS system, 1/2" nom. sheathing, 2x4 studs 16" OC, 3 1/2" mineral wool, 1/2" nom. sheathing, TPO 5 7/8" 20' - 0" 41 SF E5 EIFS system, 1/2" nom. sheathing, 2x4 studs 16" OC, 3 1/2" mineral wool, 1/2" nom. sheathing, TPO 5 7/8" 210' - 1" 177 SF E6 EIFS system, 1/2" nom. sheathing, 2x4 studs 16" OC, 1/2" nom. sheathing, EIFS system 7" 37' - 3" 122 SF E7 1/2" ThinBrick over thinset 1" 201' - 5" 839 SF E8 Alum framed storefront system 38' - 4" 306 SF Foundation F1 8" ICF 1' - 1 1/4" 251' - 0" 608 SF F2 8" CMU 7 5/8" 27' - 4" 291 SF F3 Below grade waterproofing system 1/2" 283' - 9" 1,769 SF Interior P1 5/8" gyp bd, 2x4 studs 16" OC, 5/8" gyp bd 4 3/4" 508' - 2" 3,469 SF P2 2x4 flat studs 16" OC, 5/8" gyp bd 2 1/8" 337' - 2" 486 SF P3 (2) 5/8" gyp bd, 6" mtl studs 16" OC, 3 1/2" mineral wool, 1/2" nom. plywood, (2) 5/8" gyp bd 8 1/2" 227' - 8" 1,927 SF P4 5/8" gyp bd, 2x6 studs 16" OC, 5/8" gyp bd 6 3/4" 308' - 5" 1,870 SF P5 2x4 studs 16" OC, 5/8" gyp bd 4 1/8" 4' - 0" 32 SF P6 5/8" gyp bd 5/8" 29' - 9" 73 SF P7 5/8" gyp bd, 1/2" nom. plywood, 2x6 studs 16" OC, 5/8" gyp bd 7 1/4" 48' - 6" 388 SF Grand total: 330 3443' - 3" 19,797 SF Refer to "Material Schedule_Roofs" for quantities & specifications. Building "C" Roof Schedule Type Mark Assembly Tag Area Type Comments Roof-1 TPO,1/4" cover board, 4" polyiso + tapered insulation 2,136 SF Tapered insulation system 1/4" per ft slope MIN Building "C" Window Schedule Type Mark Operation Width Height Sill Height Count Area Manufacturer Model Type Comments A Double Hung 2' - 11 1/2" 4' - 11 1/2" 3' - 0 7/8" 46 690 SF Andersen B (2) Casement 5' - 11" 4' - 11 1/2" 3' - 0 7/8" 14 417 SF Andersen C Fixed 2' - 11 1/2" 2' - 11 1/2" 3' - 0 7/8" 3 27 SF Andersen D Awning 2' - 11 1/2" 3' - 11 1/2" 4' - 0 7/8" 6 72 SF Andersen Grand total: 69 1,206 SF Building "C" Material Schedule_Floors Type Mark Manufacturer Model Area Type Comments 2x12 -- 80 SF Refer to "Outline Specifications". 3 1/2" mineral wool Rockwool Comfortbatt stone wool insulation; 3 1/2" R-15 7,589 SF 3/4" subfloor Huber Engineered Woods LLC Advan Tech Flooring 23/32" T&G subfloor 8,357 SF or equal 7 1/4" mineral wool Rockwool Comfortbatt stone wool insulation; 7 1/4" R-30 171 SF 9 1/4" LVL TBD -- 164 SF 14" I-joist TBD -- 7,939 SF CPT-1 TBD -- 2,986 SF LVT-1 TBD -- 4,121 SF Pavers TBD -- 154 SF Pavers on pedestal system 31,561 SF Building "C" Material Schedule_Roofs Type Mark Manufacturer Model Area Type Comments 07_Thermal-Moisture Protection Polyiso TBD Tapered insulation system 2,136 SF TPO Carlisle Syntec Systems Sure-Weld TPO; White 60 MIL fully adhered 2,136 SF 09_Finishes 1/4" cover board USG 1/4" Securock gypsum fiber board 2,136 SF Building "C" Material Schedule_Walls Type Mark Manufacturer Model Area Type Comments 04_Masonry 8" CMU TBD -- 291 SF Thin brick Endicott Thin brick; Color: Manganese Ironspot; Texture: Velour 839 SF 06_Wood Plastics and Composites 1/2" nom. plywood -- 1/2" nominal thickness plywood sheathing, refer to Structural. 2,315 SF 1/2" nom. sheathing -- 1/2" nominal thickness; 7/16" OSB sheathing, refer to Structural. 6,169 SF 2x4 -- 2x4 studs 16" OC 4,283 SF Refer to "Outline Specifications". 2x6 -- 2x6 studs 16" OC 4,185 SF Refer to "Outline Specifications". 2x8 -- 2x8 studs 16" OC 4,575 SF Refer to "Outline Specifications". 5/8" cement bd Durock 5/8" cement board 6,000 SF Pending EIFS system submittal. 07_Thermal-Moisture Protection 1/8" MD Spacer Dryvit MD Spacer 1/8" 5,981 SF Pending EIFS system submittal. 3 1/2" mineral wool Rockwool Comfortbatt stone wool insulation; 3 1/2" R-15 2,118 SF 7 1/4" mineral wool Rockwool Comfortbatt stone wool insulation; 7 1/4" R-30 4,781 SF 8" ICF Fox Blocks 8" ICF 2,430 SF EIFS-1 Dryvit Model: DPR Finish; Color: Twilight Gray 627a; Texture: Sandpebble-Fine 5,789 SF EIFS-2 Dryvit Model: Finesse Texture; Color: Midnight Blue 578 225 SF TPO Carlisle Syntec Systems Sure-Weld TPO; White 60 MIL fully adhered 190 SF Waterproofing system GCP Hydroduct 220 & Bituthene 3000 1,769 SF WRB Benjamin Obdyke Hydrogap drainable housewrap 6,037 SF 09_Finishes 5/8" gyp bd USG 5/8" Type X gypsum board, taped & finished with primer. Paint color TBD. ASTM C 36/C 36M or ASTM C 1396/C 1396M, in thickness indicated, with manufacturer's standard edges. 25,774 SF Building "C" Specialty Equipment Schedule Type Mark Description Count Manufacturer Model Type Comments Dishwasher 24" wide 8 Whirlpool WDF520PADM Micro Hood 30" wide 8 Whirlpool WMH31017HZ Range 30" wide 8 Whirlpool WFE505W0HS Refrigerator 30" wide 8 Frigidaire LFTR2021TF Washer/ Dryer Stack combo 8 Samsung WF42H50000AW/ DV42H5000EW Building "C" Casework Schedule Type Mark Description Total Length Shelf Length Count Type Comments 12" Shelf 23' 0' 10 23' 0' Base Cabinet 4DB18 Base Cabinet 12' 0' 8 B15 Base Cabinet 10' 0' 8 Base Filler Base Cabinet 0' 0' 1 Base Return Panel Base Cabinet 1' 0' 8 SB33 Base Cabinet 22' 0' 8 45' 0' Closet Shelf & Rod Shelf & Rod Closet Shelf & Rod 0' 119' 24 0' 119' Countertop Kitchen-1 Countertop 49' 0' 8 Kitchen-2 Countertop 13' 0' 8 61' 0' Wall Cabinet W1230 Wall Cabinet 3' 0' 3 W1830 Wall Cabinet 24' 0' 16 W2730 Wall Cabinet 11' 0' 5 W3012 Wall Cabinet 20' 0' 8 Wall Filler Wall Cabinet 0' 0' 1 58' 0' Building "C" Concrete - Material Takeoff Type Mark Material: Mark Material: Area Material: Volume Material: Comments Type Comments Floors Slab-1 Concrete 2,015 SF 24.88 CY Refer to "Outline Specification" Slab on grade Floors: 2 2,015 SF 24.88 CY Structural Foundations Concrete 60 SF 0.67 CY Refer to "Outline Specification" FTG-1 Concrete 2,528 SF 29.66 CY Refer to "Outline Specification" Structural Foundations: 30 2,588 SF 30.32 CY Structural Framing Cornice Precast Concrete 907 SF 2.83 CY Provide shop drawings. Masonry sill Precast Concrete 189 SF 0.35 CY Structural Framing: 27 1,095 SF 3.17 CY Walls E1 Concrete 1,806 SF 43.96 CY Refer to "Outline Specification" F1 Concrete 604 SF 14.75 CY Refer to "Outline Specification" Walls: 30 2,409 SF 58.72 CY Grand total: 89 8,108 SF 117.09 CY Building "C" Railing Schedule Type Mark Assembly Tag Length Manufacturer Model Type Comments Mechanical enclosure 72" high wood fence 90' TBD -- Refer to Structural. Provide shop drawings. Rail-1 36" high handrail 1 1/2"Ø wall mtd pipe 107' TBD -- Provide shop drawings. Rail-2 42" high guardrail 3"Ø pipe top rail w/ 1 1/2"Ø balusters 48" OC 35' TBD -- Provide shop drawings. Building "C" Window Sill Schedule Type Mark Width Thickness Length Count Manufacturer Model Type Comments Sill-1 2 1/2" 3" 236' - 8" 66 Exterior sill, EPS w/ EIFS-2 finish. Building "C" Material Takeoff_Window Finish Returns Material: Mark Material: Area Material: Manufacturer Material: Model Material: Comments 07_Thermal-Moisture Protection EIFS-1 175 SF Dryvit Model: DPR Finish; Color: Twilight Gray 627a; Texture: Sandpebble-Fine EIFS-2 7 SF Dryvit Model: Finesse Texture; Color: Midnight Blue 578 09_Finishes 5/8" gyp bd 562 SF USG 5/8" Type X gypsum board, taped & finished with primer. Paint color TBD. ASTM C 36/C 36M or ASTM C 1396/C 1396M, in thickness indicated, with manufacturer's standard edges. Building "C" Curtain Wall Panel Schedule Type Mark Area Manufacturer Model Type Comments Clear Glass 215 SF TBD -Building "C" Curtain Wall Mullion Schedule Type Mark Length Manufacturer Model Type Comments 2"x6" 229' Special-Lite -6"x6" 24' Special-Lite -Building "C" Stair Schedule Type Mark Assembly Tag Riser Height Tread Depth Number of Risers Count Type Comments Stair-1 Wood stair 3/4 x 12 stringers 2x12 treads 3/4" plywood risers 7" 11" 8 6 Grand total: 6 6 Building "C" Toilet & Bath Accessory Schedule Type Mark Count Manufacturer Model Type Comments Grab bar 12" 8 Bobrick Washroom Equipment, Inc. B-5806 Series; 1 1/4" Diameter Stainless Steel Grab Bars with Snap Flange. NIC, provide blocking for future installation in apartments only. Grab bar 18" 16 Bobrick Washroom Equipment, Inc. B-5806 Series; 1 1/4" Diameter Stainless Steel Grab Bars with Snap Flange. NIC, provide blocking for future installation in apartments only. Grab bar 24" 32 Bobrick Washroom Equipment, Inc. B-5806 Series; 1 1/4" Diameter Stainless Steel Grab Bars with Snap Flange. NIC, provide blocking for future installation in apartments only. Grab bar 42" 8 Bobrick Washroom Equipment, Inc. B-5806 Series; 1 1/4" Diameter Stainless Steel Grab Bars with Snap Flange. NIC, provide blocking for future installation in apartments only. Mirror 5 TBD 24"x36" Robe hook 8 Bobrick Washroom Equipment, Inc. B6727 Shower curtain & rod 8 TBD -Toilet paper holder 8 TBD -Towel bar 18" 8 TBD -Towel ring 8 TBD -Building "C" Structural Framing Schedule Type Mark Manufacturer Model/ Size Count Length Type Comments (2) 1 3/4" x 14" LVL TBD -- 4 24' (3) 1 3/4"x14" LVL TBD -- 6 57' 1 1/4" x 9 1/4" LSL TBD -- 4 54' 1 1/4" x 14" LSL TBD -- 73 1158' 1 3/4" x 9 1/4" LVL TBD -- 4 63' I-joist 14" TBD -- 220 3943' Building "C" Trim Schedule Type Mark Manufacturer Model/ Size Count Length Type Comments Cornice TBD -- 17 267' Provide shop drawings. Masonry sill Dutch Quality Stone Tuscany Veneer Sill; Color: Ivory 10 204' Wood cap TBD -- 2 8' Building "C" Material Schedule_Ceilings Type Mark Manufacturer Model Area Type Comments 05_Metals 1/2" RC Clark-Dietrich 1/2" Resilient Channel 7,248 SF 06_Wood Plastics and Composites 2x4 -- 2x4 studs 16" OC 519 SF Refer to "Outline Specifications". 09_Finishes 5/8" gyp bd USG 5/8" Type X gypsum board, taped & finished with primer. Paint color TBD. ASTM C 36/C 36M or ASTM C 1396/C 1396M, in thickness indicated, with manufacturer's standard edges. 8,066 SF REVISIONS Δ DESCRIPTION DATE