HomeMy WebLinkAbout2018025 - 238 Dryden Rd- FOR PERMIT - 2021.08.02
2018025 - 238 Dryden Rd - A004.pdf
WH WH DW DW WH DW 38' - 4" 26' - 1" 43' - 11" 31' - 3" EXIT STAIR EXIT STAIR SHAFT EGRESS COURT AREA OF ASSISTED RESCUE EXITEXIT TO SUMMIT AVE. TO SUMMIT AVE. WINDOW TO RECEIVE FIRE
SHUTTER ON FIRST FLOOR ONLY FE FE 45'-11 1/4" 43'-7" 15'-10 7/8" 17'-0 7/8" 43'-7" / 3 = 14'-6" 45'-11 1/4" / 3 = 15'-4" 60' - 1" 32' - 11" ONE-HOUR CORRIDOR ONE-HOUR CORRIDOR EXIT
TO DRYDEN RD EXIT STAIR FE WALL FIRE RATING 1/2 HOUR WALL 2 HOUR WALL 1 HOUR WALL NOTE: FOR WALLS BETWEEN LIVING UNITS, EXTEND WALL FRAMING UP TO UNDERSIDE OF FLOOR DECK ABOVE 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 As indicated 8/10/2021
9:38:17 AMC:\Users\Brandon\Documents\2018025 - 238 Dryden Rd_brandon@streamcolab.com.rvt A004 EGRESS & FIRE SEPARATION PLANS 2018025 238 DRYDEN RD 8/2/2021 VISUM DEVELOPMENT ITHACA,
NY 14850 FOR PERMIT1/4" = 1'-0"1 1ST FLOOR PLAN 1/4" = 1'-0"2 FLOOR PLAN - BASEMENT EGRESSFLOORS 2 -4 SIMILAR REVISIONS Δ DESCRIPTION DATE
2018025 - 238 Dryden Rd- FOR PERMIT - 2021.08.02.pdf
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 8/2/2021
2:09:28 PM C :\Users\Brandon\Documents\2018025 - 238 Dryden Rd_brandon@streamcolab.com.rvt G000 COVER SHEET 2018025 238 DRYDEN RD 8/2/2021 VISUM DEVELOPMENT ITHACA, NY 14850 FOR PERMIT
238 DRYDEN RD VISUM DEVELOPMENT ITHACA, NY 14850 DRAWING LIST DRAWING NUMBER DRAWING NAME 00 - GENERAL G000 COVER SHEET 03 - CIVIL C000 SUB-DIVISION SURVEY C100 SITE CIVIL LEGEND &
NOTES C101 EXISTING SITE CONDITIONS C102 UTILITY DEMOLITION PLAN C103 SITE UTILITY PLAN C104 SITE UTILITY PLAN & PROFILES C105 FOUNDATION DRAINS PLAN C106 EROSION AND SEDIMENT CONTROL
PLAN C201 DETAILS C202 DETAILS 04 - LANDSCAPE L100 CONSTRUCTION PLAN L101 SITE DEMO PLAN L102 SITE PLAN L104 PLANTING PLAN L501 PAVEMENT DETAILS L502 SITE DETAILS 05 - STRUCTURAL S001
GENERAL NOTES AND SCHEDULES S100 FOUNDATION PLAN S101 1ST & 2ND FLOOR FRAMING PLAN S102 3RD, 4TH & ROOF FRAMING PLAN S300 FOUNDATION DETAILS S301 FOUNDATION DETAILS S500 FRAMING DETAILS
S501 FRAMING DETAILS 06 - ARCHITECTURE A001 AIR SEALING DETAILS A002 WALL TYPES, NOTES & SYMBOLS A003 AREA PLANS A004 EGRESS & FIRE SEPARATION PLANS A101 FLOOR PLANS A102 FLOOR PLANS
A103 FLOOR PLANS A104 BASEMENT AND 1ST RCP A105 2ND AND 3RD FLOOR RCP A106 4TH FLOOR RCP A201 ELEVATION A202 ELEVATION A203 ELEVATION A204 ELEVATION A301 BUILDING SECTION A302 BUILDING
SECTION A303 WALL SECTIONS A401 ENLARGED PLANS & ELEVATIONS A501 FOUNDATION & BASEMENT DETAILS A502 DETAILS A503 WINDOW DETAILS A504 BALCONY & CANOPY DETAILS A506 STAIR DETAILS A601
DOOR SCHEDULE A602 WINDOW SCHEDULE 08 - FIRE PROTECTION FP001 NOTES AND LEGEND FP101 BASEMENT AND FIRST FLOOR SPRINKLER RCP FP102 SECOND AND THIRD FLOOR SPRINKLER RCP FP103 FOURTH FLOOR
SPRINKLER RCP AND ROOF PLANS FP201 SECTIONS AND DETAILS 09 - PLUMBING P001 NOTES, SCHEDULES & LEGEND P101 BASEMENT PLUMBING PLANS P102 FIRST FLOOR PLUMBING PLANS P103 SECOND AND THIRD
FLOOR PLUMBING PLANS P104 FOURTH FLOOR AND ROOF PLUMBING PLANS P201 DWV AND RAIN LEADER ISOMETRICS P202 DOMESTIC WATER ISOMETRICS AND DETAILS 10 - MECHANICAL M001 NOTES AND LEGEND M101
BASEMENT AND TYPICAL FLOOR PLANS M102 ROOF PLAN M201 SCHEDULES 11 - ELECTRICAL E001 NOTES & LEGEND E101 BASEMENT & 1ST FLOOR PLANS POWER & DATA E102 2ND & 3RD FLOOR PLANS POWER & DATA
E103 4TH FLOOR & ROOF PLAN POWER & DATA E201 BASEMENT & 1ST FLOOR PLANS LIGHTING AND FIRE ALARM E202 2ND & 3RD FLOOR PLANS LIGHTING & FIRE ALARM E203 4TH FLOOR PLAN LIGHTING & FIRE
ALARM E501 SCHEMATICS E601 PANEL SCHEDULES E602 PANEL SCHEDULES PROJECT TEAM Architect: STREAM Collaborative Architecture & Landscape Architecture DPC Noah Demarest RA, RLA, LEED AP
ph: 607.216.8802 noah@streamcolab.com Owner/ Developer: VISUM Development 119 S Cayuga St Ithaca, NY 14850 607 269 7300 Civil Engineer: TGMiller 605 W State St. Suite A Ithaca, NY
14850 607 272 6477 Geotechnical Engineer: Elwyn & Palmer Consulting Engineers, PLLC 213 East Seneca Street Ithaca, NY 14850 607 272 5060 Structural Engineer: Elwyn & Palmer Consulting
Engineers, PLLC 213 East Seneca Street Ithaca, NY 14850 607 272 5060 MEP Engineer: Taitem Engineering 110 S Albany St Ithaca, NY 14850 607 277 1118 VICINITY MAP REVISIONS Δ DESCRIPTION
DATE ASPHALT PARKING ASPHALT PARKING RAILROAD TIE RETAINING WALL CONCRETE WALK ASPHALT DRIVE GRAVEL PARKING HOUSE NO. 109 GRAVEL PARKING PORCH CONCRETE WALL WINDOW WELL
BLDG. No. 320 APMT. O.H. O.H. O.H. GARAGE HOUSE GARAGE CONCRETE WALK STEPS TIE = N 06°37'12'' E 143.69' GRAVEL PARKING ASPHALT DRIVE S 06°33'55'' W 110.00' FACE OF CURB DRYDEN ROAD
CONCRETE WALK CONCRETE WALL (VARIABLE WIDTH PUBLIC RIGHT OF WAY) OAK AVENUE FACE OF CURB STREETLINE SUMMIT AVENUE CASCADILLA SCHOOL (R.O.) 481/556 TAX MAP NO. 64-2-8 No. 201 OAK AVE.
CASCADILLA SCHOOL (R.O.) No. 116 SUMMIT AVE. TAX MAP No. 64-2-7 343/470 ENP ASSOCIATES L.P. (R.O.) NO. 410 ELMWOOD AVE. TAX MAP NO. 64-2-9 526782-001 No. 320 DRYDEN ROAD TAX MAP No.
64-2-14 INSTRUMENT No. 2017-12167 HOUSE ASPHALT PARKING Sa Sa "NOT A CITY STREET" MONUMENTED LIMIT OF STREET MONUMENTED LIMIT OF PRIVATE STREET TOGETHER WITH RIGHTS OF INGRESS & EGRESS
IN SUMMIT AVE. - SHARED IN COMMON WITH OTHERS ENTR. DRIVE 3.6'± 2.2'± 2.6'± RAILROAD TIE CURBING PIPE FND. 0.33' WLY OF COR. PER REF MAP 5 37.54' (P TO P) 46.87' (P TO P) SHARED IN
COMMON ASPHALT DRIVE TAX MAP NO. 64-2-19 602/188 CASCADILLA SCHOOL (R.O.) 10.00' CHI-KAY & BARBARA CHEUNG (R.O.) TAX MAP NO. 64-2-15 No. 109 SUMMIT AVE. 522976-001 HOUSE No. 228 N
62°15'09'' W 53.60' S 07°00'15'' W 96.43' 50' WIDE PRIVATE STREET - SEE NOTE 1&2 STREET LINE PIPE FOUND 0.1' WLY & 0.10 NLY OF CORNER PIPE FOUND 0.12' WLY & 0.38 NLY OF CORNER S 83°13'19"
E 6.00' S 06°40'32" W 120.75' S 83°15'47" E 158.54' S 06°25'17" W 120.20' S 06°25'17" W 66.26' S 83°19'14" E 25.00' S 76°28'40" E 25.18' S 06°40'46" W 85.80' N 63°44'45" W 132.19'
TOTAL N 06°07'38" E 110.32' N 83°39'27" W 89.74' N 06°40'32" E 242.09' 19.4'± COR. CONC. WALL ON P L 9.0'± 4.74' 4.7'± BUILDING BUILDING O.H. O.H. O.H. O.H. CONCRETE
WALK FACE OF CURB PIN FOUND No. 116 BUILDING PIPE FOUND 1'± NLY OF COR. N 63°44'45" W 90.42' FOUND BENT PIPE 5.0'± PIPE FOUND 0.6'± WLY OF P L 65.05' (P TO P) CONCRETE PAD 1.7'± FOR
INGRESS & EGRESS 10' WIDE R.O.W. TAX MAP No. 64-2-20 2018-11439 222 DRYDEN ROAD, LLC (R.O.) TAX MAP No. 64-2-6 INSTRUMENT No. 596463-001 LOWER (R.O.) ENP ASSOCIATES LP (R.O.) 2014-00231
SEE Inst. No. 3.0' 10.4'± CONCRETE WALK CONCRETE WALK No. 228 DRYDEN RD. STREETLINE STREETLINE AREA "A" AREA "B" S 83°39'27" E 25.00' N 06°25'17" E 66.40' N 06°25'17" E 120.03'
N 83°15'47" W 25.00' AREA=0.038 ACRES AREA=0.069 ACRES Sa Sa Sa Sa Sa Sa Sa Sa Sa Sa Sa Sa Sa Sa Sa Sa Sa W W W W W W W W W W W W W W W W W W W W W W W W W W O.H. Sa Sa Sa Sa Sa St
St St St St St St St St St E E E E E PIN SET CANOPY CANOPY CANOPY DECKS DECKS AREAWAY AREAWAY AREAWAY AREAWAY MULTI STORY BUILDING No. 236 AT GRADE FOOTPRINT=11,475 SQ. FT. 87.9' 5.0'
48.3' 80.3' 141.1' 24.4' 5.0' 60.6' 18.4'± 25.4'± 10.1'± 10.0'± 10.0'± 11.2'± 20.5'± 10.7'± 13.9'± MULTI STORY BUILDING No. 232 AT GRADE FOOTPRINT=4,490 SQ. FT. 44.8' 44.8' 100.2' 100.2'
NAIL SET NAIL SET R&M R&M R&M R&M R&M R&M R&M R&M R&M R&M R&M R&M DUMPSTER ENCLOSURE CONCRETE PAD ASPHALT DRIVE CONCRETE WALK ASPHALT DRIVE CONCRETE WALK CONCRETE WALK
BIKE RACK CONCRETE WALL P.O.B. B4 B7 ELECTRIC TRANSFORMER NYSEG EASEMENT SEE 2018-04865 (66' WIDE PUBLIC RIGHT OF WAY) BUILDING HEIGHT=44.5' BUILDING HEIGHT=44.5' P P B5 B5 52.72' 79.47'
N 06°25'17" E 71.13' PROPOSED NEW DIVISION LINE PARCEL 2 AREA=0.091 ACRES (3,946 SQ. FT.) PARCEL 1 AREA=0.686 ACRES (29,919 SQ. FT.) EXISTING IRON PIPE EXISTING IRON PIN REFERENCE
MAPS 1.) ENTITLED "LANDS OF CASCADILLA SCHOOL ASSOC." DATED 6/10/1933 BY CARL CRANDALL, C.E. 2.) ENTITLED "LANDS OF CASCADILLA SCHOOL ASSOC." DATED 5/22/1925 BY CARL CRANDALL, C.E.
3.) ENTITLED "TOPOGRAPHIC MAP FOR CASCADILLA SCHOOL LANDS." DATED APRIL 1926 BY CARL CRANDALL, C.E. 4.) ENTITLED "PREMISES OF JAMES R. & LOIS E. RIDER..." DATED 7/22/1976 BY T.G. MILLER,
P.C. 5.) ENTITLED "BOUNDARY AND TOPOGRAPHIC MAP FOR 320 DRYDEN RD" DATED 6/5/2006 BY T.G. MILLER, P.C. DATED 8/30/2001 BY T.G. MILLER, P.C. 6.) ENTITLED "SURVEY MAP FOR 410 ELMWOOD
AVE. " SHEET JOB No. CHECKED: DRAWN BY: SCALE: DATE: 1 0F 1 N.Y.S. LICENSE No. 050597 DARRIN A. BROCK, L.S. LICENSED LAND SURVEYOR SIGNATURE APPEARS HEREON. LAND SURVEYOR WHOSE IMPRESSION
SEAL OF THE LICENSED SAID MAP OR COPIES BEAR THE AND COPIES THEREOF ONLY IF HEREON ARE VALID FOR THIS MAP BY LAW. ALL CERTIFICATIONS EDUCATION LAW, ARE PROHIBITED SUBDIVISION 2, NEW
YORK STATE CONFORMING TO SECTION 7209, ALTERATIONS TO THIS MAP NOT Warning SIGNATURE 2/1/2021 DAB DLD S18999B 1"=20' DATE REVISION BY CITY OF ITHACA, TOMPKINS
COUNTY, NEW YORK SUBDIVISION MAP PHONE (607) 272-6477 ITHACA, NEW YORK 14851 203 NORTH AURORA STREET ENGINEERS AND SURVEYORS T. G. MILLER P.C. 232-238 DRYDEN ROAD C.O. Sa W G St T FIRE
HYDRANT UTILITY POLE GAS VALVE WATER VALVE SANITARY SEWER MAIN MANHOLE UNDERGROUND TELEPHONE STORM SEWER MAIN GAS MAIN WATER MAIN LEGEND O.H. OVERHEAD WIRES CLEANOUT E UNDERGROUND ELECTRIC
PROPERTY LINE LOCATION MAP ZONING REGULATIONS SUMMARY PER ZONING REPORT PREPARED BY THE PLANNING & ZONING RESOURCE CORPORATION PZR SITE NUMBER 125395-1 DATED 12/6/2018 EXISTING ZONING
DESIGNATION "CR4" COLLEGETOWN RESIDENTIAL DISTRICT 1.) BUILDING SETBACKS PRINCIPAL BUILDINGS A.) FRONT YARD - 10 FEET MINIMUM B.) SIDE YARD - ROW HOUSE 0 FEET MINIMUM
ALL OTHER STRUCTURES 5 FEET MINIMUM C.) REAR YARD - 20 FEET OR 20% OF LOT DEPTH, WHICHEVER IS LESS ACCESSORY STRUCTURES A.) SIDE/REAR YARD - 3 FEET MINIMUM
PARKING A.) FRONT - AT FRONT FACADE B.) GARAGE - 20 FEET FROM FRONT FACADE 2.) BUILDING SIZE MAXIMUM BUILDING HEIGHT OR STORIES A.) MINIMUM HEIGHT - 2 STORIES/20 FEET
B.) MAXIMUM HEIGHT - 4 STORIES/45 FEET 3.) BUILDING SITE AREA REQUIREMENTS A.) MINIMUM LOT SIZE - 3,500 SQUARE FEET B.) MINIMUM LOT WIDTH - 40 FEET C.) MINIMUM GREEN
SPACE - 25% D.) MAXIMUM BUILDING COVERAGE - 50% 4.) PARKING REQUIREMENTS A.) RESIDENCE - UP TO 3 BED OR SLEEPING ROOMS PER DWELLING UNIT - 1 SPACE 4 TO
5 BED OR SLEEPING ROOMS PER DWELLING UNIT - 2 SPACES NOTES: 1.) SUMMIT AVE. REPRESENTS AN APPARENT PRIVATE STREET USED FOR INGRESS AND EGRESS TO OAK AVE. SHARED IN COMMON BY ADJOINING
LAND OWNERS. 2.) TITLE TO BOTH HALVES OF SUMMIT AVE. AT THE SOUTH END WERE CONVEYED TO "RIDER" PER 473/700. 4.) REFERENCE IS MADE TO STEWART TITLE INSURANCE COMPANY TITLE No. M-8912-001338271.
5.) THE PROPERTY HAS 2 STRIPED PARKING SPACES AS SHOWN HEREON. 6.) UTILITY INFORMATION SHOWN HEREON PER FIELD OBSERVATIONS AND RECORD DRAWINGS PROVIDED BY OTHERS. 7.) THE PROPERTY HAS
INDIRECT ACCESS TO OAK AVENUE, A DEDICATED PUBLIC STREET WITH A RIGHT OF WAY SHARED IN COMMON WITH OTHERS OVER A PRIVATE STREET KNOWN AS SUMMIT AVENUE. ACCESS RIGHTS ARE DESCRIBED IN
BOOK 473, PAGE 700 RECORDED IN THE TOMPKINS COUNTY CLERKS OFFICE. 8.) THE SUBJECT PROPERTY SHOWN HEREON LIES IN FLOOD ZONE "C" ACCORDING TO THE NATIONAL FLOOD INSURANCE RATE MAP, COMMUNITY
PANEL NUMBER 360850 0001 B DATED SEPTEMBER 30, 1981. 9.) THERE ARE NO PROPOSED CHANGES IN STREET RIGHT OF WAY LINES. 10.) NO EVIDENCE OF RECENT STREET OR SIDEWALK CONSTRUCTION OR REPAIRS.
11.) NO EVIDENCE OF THE SITE USED AS A SOLID WASTE DUMP, SUMP OR SANITARY LANDFILL. 12.) THERE ARE NO FEDERALLY DESIGNATED WETLANDS ON THE SUBJECT PROPERTY. 13.) THIS SURVEY MATHEMATICALLY
CLOSES. 14.) NO OBSERVED CEMETERIES, GRAVES OF BURIAL GROUNDS. 15.) OUTLINE OF BUILDINGS SHOWN HEREON ARE THE AT GRADE FOOTPRINT. ARCHITECT TO VERIFY BUILDING DIMENSIONS PRIOR TO DESIGN
OR CONSTRUCTION. CALCULATED POINT POINT OF BEGINNING REPUTED OWNER RECORD P.O.B. (R.O.) (R) MEASURED (M) & 232-238 DRYDEN ROAD..." 7.) ENTITLED "SURVEY MAP No. 114 SUMMIT AVENUE DATED
11/23/2016 BY T.G. MILLER P.C. S.B. BUILDING SETBACK 0 20 40 60 DATA GRAPHIC SCALE NOTES CORRESPONDING TO SCHEDULE BII STEWART TITLE INSURANCE POLICY No. M-8912-001338271 B4.) RIGHT
OF WAY 10 FEET WIDE RUNNING WEST FROM SUMMIT AVENUE 160 FEET ALONG THE SOUTH LINE OF LOT 13 FOR INGRESS AND EGRESS FOR PERSONS, TEAMS, AND VEHICLES FOR THE BENEFIT OF LOTS 6,7,8, AND
13, AS SHOWN ON MAP ENTITLED "LANDS OF CASCADILLA SCHOOL ASSOC." MADE BY CARL CRANDALL, C.C., DATED JUNE 10, 1933 AND FILED IN THE TOMPKINS COUNTY CELRKS OFFICE JULY 18, 1933. THIS
ITEM DOES AFFECT THE SUBJECT PREMISES AND IS SHOWN HEREON. B5.) SUBJECT TO THE RIGHTS OF OWNERS OF PROPERTIES ADJACENT TO SUMMIT AVENUE TO USE A 25 FOOT STRIP OF LAND, SHOWN AS AREA
"A" AND AREA "B" ON THE SURVEY MAP. THIS ITEM DOES AFFECT THE SUBJECT PREMISES AND IS SHOWN HEREON. B7.) SUBJECT TO AND EASEMENT GIVEN TO NEW YORK STATE ELECTRIC & GAS CORPORATION DATED
MARCH 19, 2018 AND RECORDED MAY 4, 2018 IN THE TOMPKINS COUNTY CLERKS OFFICE AS INSTRUMENT No. 2018-04865. THIS ITEM DOES AFFECT THE SUBJECT PREMISES AND IS SHOWN HEREON. B8.) SUBJECT
TO AN EASEMENT GIVEN TO TIME WARNER CABLE ENTERPRISES, LLC DATED AUGUST 1, 2018 AND RECORDED MAY 9, 2018 IN THE TOMPKINS COUNTY CLERKS OFFICE AS INSTRUMENT No. 2018-05064. THIS ITEM
DOES AFFECT THE SUBJECT PREMISES BUT IS NOT PLOTTED HEREON DUE TO THE AMBIGUOUS NATURE OF THE DESCRIPTION. PROJECT LOCATION COLLEGE AVENUE DRYDEN ROAD OAK AVENUE TITLE INFORMATION
PARCELS 1 & 2 LUX ITHACA HOLDINGS, LLC INSTRUMENT No. 2019-00041 TAX MAP PARCEL No. 64-2-18 AREA=0.777 ACRES (33,865 SQ. FT.) TO STREET LINES www.tgmillerpc.com db@tgmillerpc.com PARKING
SPACE P BEDROOM 2 B107 BATH B106 LIVING/ DINING B103 KITCHEN B102 BEDROOM 1 B101 CLO. B105 STAIR 2 STAIR 1 KITCHEN A101 CLO. A109 BATH A107 WH A108 BEDROOM 1 A102 CLO. A104 CLO. A103
BEDROOM 2 A105 BALCONY LIVING/ DINING A106 PATIO WH. B104 MECH. MECH. 788.44 781.4 793 791.66 793.64 781 791.66 786.58 794.2 791.66 793.58 793.7 N 5109.77' E 4701.92' N 5109.77' E 4701.92'
788.44 781.4 793 791.66 793.64 781 791.66 786.58794.2 791.66 793.58 793.7 S 83°39'27" E 25.00' N 06°25'17" E 120.03' N 83°15'47" W 25.00' N 06°25'17" E 66.40' 6" C.I. RIM=789.5 RIM=794.8
INV=790.7 RIM=789.6 GRADE=782.1 TOP NUT=780.5 6" CT 6" C.I. 1" COPPER 6" C.I. 2" COPPER 4" C.I. 12" CT 4" CT 8" TRANS 12" C.I. 12" C.I. HOUSE NO. 109 PORCH BLDG. No. 320 APMT. GARAGE
HOUSE BUILDING BUILDING No. 116 BUILDING HOUSE No. 228 DRYDEN ROAD SUMMIT AVENUE PIN FOUND PIN SET NAIL SET PIPE FOUND 1'± NLY OF COR. 1 0 . 0 0 ' COR. CONC. WALL ON P L 4.74' L FOUND
BENT PIPE 2014-00231 SEE Inst. No. TIE = N 06°37'12'' E 143.69' S 07°00'15'' W 96.43' S 0 6 ° 4 0 ' 3 2 " W 1 2 0 . 7 5 ' N 0 6 ° 4 0 ' 3 2 " E 2 4 2 . 0 9 ' S 83°15'47" E 158.54' S
06°25'17" W 120.20' N 83°39'27" W 89.74' R&M S 06°25'17" W 66.26' S 83°19'14" E 25.00' S 76°28'40" E 25.18' S 0 6 ° 4 0 ' 4 6 " W 8 5 . 8 0 ' N 63°44'45" W 132.19' N 06°07'38" E 110.32'
R&M 19.4 9.0 4.7 18.4 25.4 10.1 20.5 10.7 13.9 10.0 11.2 RIM=778.0 INV=771.9 RIM=764.3 RIM=769.0 INV 18" CMP=765.9(S) INV 6" & 12" CT=766.2(E) INV 4" CT=767.9(N) RIM=773.8 RIM=778.7
RIM=794.5 4.74' FOR INGRESS & EGRESS 10' WIDE R.O.W. A R E A " A " A R E A = 0 . 0 6 9 A C R E S PIPE FOUND 0.6'± WLY OF P L 6 5 . 0 5 ' ( P T O P ) A R E A " B " A R E A = 0 . 0 3
8 A C R E S ELECTRIC TRANSFORMER NYSEG EASEMENT SEE 2018-04865 CASCADILLA SCHOOL (R.O.) 602/188 TAX MAP NO. 64-2-19 No. 228 DRYDEN RD. LOWER (R.O.) 805/343 & 567/102 TAX MAP No. 64-2-20
LOWER (R.O.) INSTRUMENT No. 596463-001 TAX MAP No. 64-2-6 CASCADILLA SCHOOL (R.O.) 481/556 TAX MAP NO. 64-2-8 No. 201 OAK AVE. CHI-KAY & BARBARA CHEUNG (R.O.) 522976-001 TAX MAP NO.
64-2-15 No. 109 SUMMIT AVE. No. 320 DRYDEN ROAD TAX MAP No. 64-2-14 INSTRUMENT No. 2017-12167 ENP ASSOCIATES LP (R.O.) RIM=767.9 RIM=769.1 RIM=773.0 CONCRETE WALK ASPHALT DRIVE GRAVEL
PARKING CONCRETE WALL WINDOW WELL CONCRETE WALK ASPHALT DRIVE FACE OF CURB CONCRETE WALK CONCRETE WALL ASPHALT PARKING ENTR. DRIVE RAILROAD TIE CURBING S H A R E D I N C O M M O N A
S P H A L T D R I V E CONCRETE PAD CONCRETE WALK CONCRETE WALK CANOPY AREAWAY AREAWAY AREAWAY AREAWAY DUMPSTER ENCLOSURE CONCRETE PAD ASPHALT DRIVE CONCRETE WALK ASPHALT DRIVE MULTI
STORY BUILDING No. 236 AT GRADE FOOTPRINT=11,475 SQ. FT. CANOPY DECKS DECKS MULTI STORY BUILDING No. 232 AT GRADE FOOTPRINT=4,490 SQ. FT. CONCRETE WALK BIKE 18" 18" 24" 2" 2" 2" 2"
2" 4" 12" TWIN 6" 24" 14" 14" 16" 24" 2" 2" E.E.=781.03 E.E.=793.86 E.E.=793.86 E.E.=795.00 E.E.=795.00 HH HH C.O. C.O. C.O. C.O. 1 2 3 4 5 7 8 91011 1213 14 15 16 17 1819 20 21 22
23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 6768 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83
84 85 86 87 88 9091 92 93 94 95 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118119 120 121 122 123 124 125 126 127 128 129 130131132133 134 135
136137138139 140 141 142 143 144 145 146 147 148149 150 151 152 153 154 155 156 157 158 159 160 161162 163 164 165166 167 168 169 170 171 172 173 174 175 176177 178 179 180 181 182
183 184 185 186 187 18818 9 190 191 192193 194 195 196 197 198 199 200201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216217 218 219 220 221 222 223 224 225 226 227 228
229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259260 261 262 263 264 3 4 5 6 7 8 9 10 11 12 13 14151617 18
19 20 21 22 23 24 25 26 27 32 33 34 353637 38 39 108 109 110 111 112 113 114115 116 117118 119 120 121 122 123 124 125 126 127 128 129130 131 132 133 134 135 136 137 138 139 140141
142 143144 145 146 147 148 149 150 151 152 153154 155 156 157 158 159160 161 162 163 164165 166 167 168169 170 171 172173 174 175 176 177 178 179180181182 183 184 185 186 187 188 189
190 191192 193 194 195 196 197 198 199 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233234 235
236 23723 8239 240 241 242 243 244 245 246 249 250 251 253 254255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273274275 276 277 278 279 280 281 282 283 284 286
287 288 289 290 291 292 293 294 295 296 297 298 299 300 301 302303 304 305 306 307 308 309 310311 312 313 314 315 316 317 318 319 320 321 322 323 324 325 326 327 328 329 330 331 332333
334 335 336 337 338 339 340 341 342 343 344 345 346 347 348 349 350 351 352 353 354 355 356 357 358 359 360 361 362 363 364 365 366 367368 369 370 371 372 374 375 376 377 378 379 380
381 382 383 384 385 386 387 388 389 390 391 392 393 394 395 396 400 401 402 403 404 405 406 407 408 409 410 411 412 413 414 415 416 417 418 419 420 421 422423 424 425 426 427428 429
430 431 432 433 434 435 436 437 438 439 440 441 442 443 444 445 446 447 448 449 450 451 452 453 454 455 456 457 458 459 501 775.54 792.85 788.50 788.70 789.52 789.87 785.04 788.21784.59784.57
780.40780.40 779.92 780.00 779.82 779.12 776.58774.38 778.76 778.79 774.60 773.70 775.02 775.66 775.49 777.47 780.44 778.66 776.38 776.65 779.09 780.50 777.48 778.00 778.60 778.57 780.45
782.43 782.57 781.47 779.58 779.45 778.84 778.95 774.92 773.80 776.66 773.93 774.23 773.38 773.03 771.16 771.76 771.83 774.28 775.53 773.24 773.56 774.25 774.20 774.31 778.74 778.73
778.78 778.78 780.41780.25 778.82 778.76 780.07 780.85 783.64 781.49 780.62 780.65 781.03 780.97 780.43 780.48 780.44 780.43 780.43 783.91 784.72 784.76 788.88 788.79 788.27784.58 784.80
784.61 787.05 783.53 778.79 779.20 783.73 784.83 788.83 784.07 783.53 784.17 783.73 784.68 786.20 790.00 790.86 791.80 789.06 790.26 789.66 790.36 789.63 778.73 788.74 788.55788.52
788.44 788.80 788.76 789.66 789.71 790.19 790.20 790.28 790.33 792.18 791.62791.66791.64791.64 791.83 791.70 793.44793.68793.74793.74 793.86 793.87 793.85 793.70 793.74 793.03 793.87
793.37 793.70793.73 793.78 793.86 793.80 793.76 793.71 794.28 794.26 794.13 793.79 793.44 793.28 793.48 793.70 794.59 794.14 794.61794.60 795.00 794.89 794.87 794.33 794.94 794.94 794.96
794.86 794.46 794.45794.52 794.91 794.41 794.36 794.24 794.44 794.86 794.87 794.90 794.44 794.48 794.4979 4.91 794.92 794.46 794.54794.89 794.52 794.56 794.52 794.50 794.53 794.87 794.91794.82
794.99 794.97 794.93 794.95 794.94 794.90 794.55 794.49 794.78 794.91 794.87 794.89 794.83 794.51 794.57794.74 794.65 794.65 794.31 793.98 793.68 793.90 793.75 793.90 793.93 794.50
794.19 794.73 794.83 795.13 794.56 794.32 794.58 794.33 793.50 793.09 793.06 793.84 794.63 794.32 792.37 791.90 792.21 790.97 792.95 792.07 790.80 790.64 790.03 790.01 790.72 791.04
790.24 789.77 791.20 790.90 789.91 789.52790.00 790.30 789.90 789.58 783 794.43 794.38 794.34 794.74 799.04 800.10 799.34 797.41 794.67 793.73 795.55 795.84795.02793.27793.29793.43
791.46 791.26 791.15 792.97 793.61 797.13 795.48 794.95 794.92 790.05 790.85 790.90 790.58789.55789.71 789.90 789.42 793.46 793.81 793.11 790.63 790.59 790.26 791.90792.23 792.14 791.88793.35
793.50 793.66 794.08 794.29 794.41 794.30 793.43 793.61 793.46 793.29 793.75794.02 794.57 795.18 794.58 794.95 794.95 795.14 794.80 794.60 798.29 799.68796.95 796.80 795.15794.85 795.08
794.65 794.90 794.97 796.41 799.41 797.34 797.81 795.24794.99 795.87 797.33 799.16 799.98 799.95797.07 797.14 797.70 796.79 796.65795.33 795.29 795.20 795.12794.87 794.48 794.66 794.77
795.61 796.49 799.39 799.48 796.78 795.40 794.73794.28794.12793.70 793.39 794.00 794.43 794.42 794.76 795.13 794.22 794.54 794.57794.57 795.16 795.29 795.17 795.18 798.54 798.89 795.21
795.23 795.13 795.10 795.20 794.71 795.54 794.33 794.76 794.95 795.06 794.88 794.68 794.49 794.97 794.71 795.00 794.55 794.00793.96 791.11 791.07 793.56 793.39 793.34 793.29 793.18
792.95 791.88 791.89 791.90 791.87 791.90 792.44 792.66792.41 792.58 791.94 791.9579 2.50792.73 792.27 792.23 794.28 794.19 794.52 794.17 794.31 793.81 794.14 793.45 792.77 792.46792.29
792.10 790.70 791.36 784.77 785.05 790.03 791.30 791.02 790.63 783.58 781.49 784.02 783.16 785.14 783.75 789.32 790.54 791.30791.16791.03 790.85 790.87 790.17 790.25 791.20 791.06 791.25
791.51 791.42 783.11 785.09 775.47 775.50 783.33 782.28 782.87 785.73 784.56 790.33 785.73 790.04 789.22 794.81 794.51 794.49 793.55792.41 792.49 792.90 792.41 792.55 792.28 792.33
792.41792.17 791.96 791.72 791.33 791.45 791.25 791.04 790.85 790.81 787.80 790.14 791.17 790.71 791.18 791.48 791.49 791.25 791.83 792.17 791.45 792.82 792.67792.26 791.56 791.54 791.54
791.53 791.61 789.94 788.93 788.93 788.94 789.36 787.32 792.91 792.11 793.43 792.00 790.93 792.29 792.63 792.46 792.89 793.17 793.19 794.45 796.32 794.59 794.20 794.71 794.86 796.50
794.47 794.48 793.68 793.55 792.01791.39 791.58 791.40 791.54 791.30 786.90 784.65 784.68 784.84 787.14 784.71 782.52 789.52 790.34 790.18 786.57 787.19 790.40 787.89 790.16 790.48
790.01 790.00 790.49 790.36 790.33 791.76 792.08 766.54 771.36 769.06 769.21 768.88 769.10 768.10 770.42 770.23 770.80 770.93 773.30 772.35 773.59 772.81 773.42 773.57 776.00 779.09
779.64 776.45 776.23 775.65775.34 777.33 777.46 778.83 778.85778.02 778.61 778.52 781.96 781.81 782.05 782.88 786.71 788.45 790.36 784.47 782.35 781.77 779.33 779.47 778.99 779.42 779.03
777.97 777.92 775.54 776.22 773.12 772.49 769.70 770.24 768.03 764.25 767.01 767.91 768.24 769.05 791.95 Start TP2 BW TW LP TSTONE BW TSBSTS BSWC BW LP SAP BW TWTW TS BS TC BC BC TC
BW TW AH SIGN WP BW TW TW RR SIGN BC TC BW TW TW RR TW RR TW BW TC BC WPP WV MH SIGN NP WPP TC BC VAULT BC TC BW TW TW BW BW BW BW BS TS TW BW BS WCWC BW TW TB TB BLDG G DECK DECK EE
CO 3 EC EC WC WC BS BW TW TW BLDG TW TSBS BW BW SAP SAP SAP BB 4D TWIN SAP TB WP 12D G 6D TWIN BASE PF 24D 14D 14D BLDG BLDG TB TB 16D TB 24D MH MH TW BSBS WC TW MH SAP WC TS TS WC
TSTONE TSTONE WCWCWCWC G BS WCTSTSWC EE EW EW EW INT EW INT SAP LP BO EWEW EW EE EW EW WC WC SIGN EHH EHH WV WV BC TC TCBCEWEW EE G TCBC EW EW SIGN TCBC BCBC EW BLDG EP EP BLDG SIGN
MH EW BC BC BCTC TCBC BCTC LP BO BOCO 3 MH CO 3 EWEW EE CO 3 G EW EW TCBC WV WC SIGN WC SIGN TCBC BCCC BC BLDG EP EP EW/EP CC CC G G G G G G G G G G G G EP EP EP BB EP TB TB BB SAP
G BB TB TB BB TB BB BB TB TB BB BB TB TB BB CBTB TB BB G BW INT GAS PAINT GAS GAS GAS BW TP 18SPRUCE TB END WALL EP EP WV BBTBBBEP G G EP BB TB BB TB 18SPRUCE TS TS CORNER WALL BW BB
TB BB SIGNEP G WV SIGN G GV TB EW GEW EWG BS BSTS TS MAILBOX @ TB EW EW EW EW INT EW INT EW GEW CWCW 12D 16D EP END CLF EP 12D EP @ FL 16D BW TWTW BW BWCW CW G INT PAV GP GP 24D TB
BASE PIPE TW BWBW TW SIGN @ BB TB TS TSBS BS WV TS TSBS BS WV EPG G EP BW TW G TB TB EP EP END WALL INT PAV WATER PAINT G G BORING POST LP G 18D G CC CCEP EP EP BS BS TS EE EP EP WATER
PAINT WATER PAINT G G 28D WV GV BORING GP GV EP END CURB CC BLDG EC TW TC BCTS BS EE EP EP BW TW TW TW BW BW BW G BC TC EPEP TC BC BCTCG BLDG EP TREE CLUMP EP EP @ FL EW INT EW FL CC
CC 10D @ FL CWCW FL TB TB G G TB FL 18D INT FL FL G BB HSE BB BW FL TB SHED BLDG EW EP EW EP CORNER PAV 36D FL TB 14D @ TB EW CO CC CORNER WALK 36D HSE CORNER WALL BW BW TW INT WALL
BW TW G SHED G 36D FL TB MH BLDG TS GBS BS G DS EE TS TSCORNER WALL CORNER WALL CC DS CC SHED SHED EP EP 48D @ TB HSE WW EC CC INT EC CC HSE EP EP EP EP G CORNER WALL CORNER WALL HSE
EE CC CC CC BB EW EW HSE WPP BB EP GW EP BORING GW EP FC EP 24D G G G WATER PAINT PK EP EP EP END WALL BW TW END CURB GP END CURB GP TB TCBC G G POST G FL EW HSE EW EW BB BB 36D CORNER
PAV 12D EP EP 18D 18D EP 18D EP EP @ WATER PAINT 18D 12D TS TS BW TW TB @ GAS WPP TW BW CORNER VAULT CORNER VAULT TC BC PARKING METER BC TC BW TW PARKING METER WPP BC TC BW TW HYT TW
BW TC BC INT GAS PAINT WATER PAINT PARKING METER PARKING METER WPPBC TC BW TW BS TW BS 12D WV 18D 14D 14D G GV TW BW TC BC GP G MH BC BC G G BC BC G G MH MH MH BC MH bldg MB E E TITLE
INFORMATION 232 DRYDEN ROAD, LLC INSTRUMENT No. 2017-10230 TAX MAP PARCEL No. 64-2-18 AREA=0.777 ACRES (33,865 SQ. FT.) TO STREET LINES D02 D04 D01 D01 D15 D06 D15 D07 D07 D07 D07 MAINTAIN
TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT - SEE DETAIL MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT 1" = 20'-0"1 SITE DEMO PLAN GENERAL SHEET NOTES - SITE
DEMOLITION 1. CONSTRUCTION FENCING TO BE INSTALLED AS NECESSARY TO PROTECT REDESTRIANS, CONTROL VEHICULAR TRAFFIC AND PROTECT ON-SITE CONSTRUCTION MATERIALS. 2. CONTRACTOR TO PROVIDE
TEMPORARY WALKWAYS AND TRAFFIC SIGNS TO PROECT PEDESTRIANS AND MAINTAIN SAFE PASSAGE ALONG PUBLIC RIGHT OF WAY. 3. WALL AND STAIR FOOTINGS TO BE REMOVED COMPLETELY UNLESS OTHERWISE
NOTED ON PLAN. 4. PROVIDE SEDIMENTATION CONTROLS AT ALL EXISTING CATCH BASINS AFFECTED BY NEW CONSTRUCTION. SEE EROSION AND SEDIMENT CONTROL PLAN. 5. SEE CIVIL PLAN FOR UTILITY REMOVALS.
6. PLANTING BEDS TO BE EXCAVATED TO A MINIMUM DEPTH OF 24". 7. PROTECT ALL SURFACE AND SUBSURFACE UTILITIES TO REMAIN DURING DEMOLITION WORK. 8. ALL REMOVED/DEMOLISHED MATERIAL SHALL
BECOME CONTRACTOR'S PROPERTY AND REMOVED FROM SITE, UNLESS NOTED OTHERWISE. OWNER TO RESERVE RIGHT OF FIRST REFUSAL ON ALL DEMOLISHED MATERIAL. 9. ALL TREE STUMPS ARE TO BE REMOVED
COMPLETELY, ALONG WITH ALL ROOTS 6" AND LARGER. 10. PROTECT EXISTING TREES TO REMAIN. TREE PROTECTION FENCE TO BE INSTALLED PRIOR TO CONSTRUCTION ACTIVITES. 11. PROTECT BENCHMARKS.
LEGEND ASPHALT PAVING TO BE REMOVED CONCRETE PAVEMENT OR PAVERS TO BE REMOVED CONCRETE PAVERS TO BE REMOVED (SALVAGE FOR REINSTALLATION SITE STRUCTURES TO BE REMOVED CURB TO BE REMOVED
WALLS AND/OR RAILINGS TO BE REMOVED SAWCUT PAVEMENT SIGN POST TO BE REMOVED TREE/SHRUB TO BE REMOVED SHEET KEYNOTES MARK KEYNOTE D01 REMOVE BUILDING D02 REMOVE CONCRETE WALK D04 SAWCUT
PAVEMENT D06 REMOVE TIMBER CURB D07 REMOVE TREE AND GRIND STUMP D15 REMOVE STEPS SITE VEGETATION TO BE REMOVED 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 1" = 20'-0" 8/2/2021 1:56:11 PMC:\Users\Brandon\Documents\2018025 - 232-236-238 Dryden
Rd SITE - SPR_brandon@streamcolab.com.rvt L100 DEMO SITE PLAN 2018025 238 DRYDEN ROAD 08/02/2021 VISUM DEVELOPMENT CITY OF ITHACA, NY FOR PERMIT REVISIONS Δ DESCRIPTION DATE S 83°39'27"
E 25.00' N 06°25'17" E 120.03' N 83°15'47" W 25.00' N 06°25'17" E 66.40' 6" C.I. RIM=789.5 RIM=794.8 INV=790.7 RIM=789.6 6" C.I. 1" COPPER 6" C.I. 2" COPPER 4" C.I. 4" C.I. 12" CT 4"
CT 8" TRANS 12" C.I. PORCH BLDG. No. 320 APMT. HOUSE No. 116 BUILDING HOUSE No. 228 DRYDEN ROAD SUMMIT AVENUE PIN FOUND PIN SET NAIL SET PIPE FOUND 1'± NLY OF COR. 1 0 . 0 0 ' COR.
CONC. WALL ON P L 4.74' L FOUND BENT PIPE 2014-00231 SEE Inst. No. TIE = N 06°37'12'' E 143.69' N 62°15'09'' W 53.60' S 07°00'15'' W 96.43' S 0 6 ° 4 0 ' 3 2 " W 1 2 0 . 7 5 ' N 0 6
° 4 0 ' 3 2 " E 2 4 2 . 0 9 ' S 83°15'47" E 158.54' S 06°25'17" W 120.20' N 83°39'27" W 89.74' R&M S 06°25'17" W 66.26' S 83°19'14" E 25.00' S 76°28'40" E 25.18' S 0 6 ° 4 0 ' 4 6 "
W 8 5 . 8 0 ' N 63°44'45" W 132.19' N 06°07'38" E 110.32' R&M 4.74' FOR INGRESS & EGRESS 10' WIDE R.O.W. A R E A " A " A R E A = 0 . 0 6 9 A C R E S PIPE FOUND 0.6'± WLY OF P L 6 5
. 0 5 ' ( P T O P ) A R E A " B " A R E A = 0 . 0 3 8 A C R E S ELECTRIC TRANSFORMER NYSEG EASEMENT SEE 2018-04865 E.E.=781.03 E.E.=793.86 E.E.=793.86 E.E.=795.00 E.E.=795.00 HH HH
C.O. C.O. C.O. C.O. MB E E DN DN DN L201 A2 L201 L201 L201 C1 A3 A1 DRYDEN ROAD 114 SUMMIT 112 SUMMIT FIRE LANE DUMPSTER ENCLOSURE 20.00' P-2P-2 N 5109.77' E 4701.92' W1 CONC. LAWN
LAWN CONC. ASPHALT LAWN PLANT PLANT PLANT CONC. LAWN LAWN LAWN L1 L1 LAWN 24"X42" INTERPRETIVE SIGN PANEL /C1 L502 L1 5.00' 238 DRYDEN 791 FIRE LANE (HATCHED) 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 1" = 20'-0" 8/2/2021 1:56:11
PMC:\Users\Brandon\Documents\2018025 - 232-236-238 Dryden Rd SITE - SPR_brandon@streamcolab.com.rvt L101 CONSTRUCTION PLAN 2018025 238 DRYDEN ROAD 08/02/2021 VISUM DEVELOPMENT CITY
OF ITHACA, NY FOR PERMIT 1" = 20'-0"1 CONSTRUCTION PLAN TRUCK ROUTES: DELIVERIES OF MATERIALS WILL COME BY 2 MAIN ROUTES. BOTH WILL ORIGNIATE OFF OF ITHACA RD OR MITCHELL ST BY WAY
OF ROUT 79 OR 366. DELIVERIES WILL COME TO THE SITE ALONG DRYDEN RD AND SUMMIT AVE. REVISIONS Δ DESCRIPTION DATE 6" C.I. RIM=789.6 12" CT 8" TRANS 12" C.I. BLDG. No. 320 APMT. DRYDEN
ROAD 1 0 . 0 0 ' FOUND BENT PIPE 2014-00231 SEE Inst. No. S 83°19'14" E 25.00' S 76°28'40" E 25.18' S 0 6 ° 4 0 ' 4 6 " W 8 5 . 8 0 ' N 63°44'45" W 132.19' R&M E.E.=781.03 E.E.=793.86
E.E.=793.86 C.O. L201 A2 L201 L201 C1 A3 DRYDEN ROAD 112 SUMMIT LAWN ASPHALT LAWN PLANT PLANTINGS L1 LAWN L1 238 DRYDEN 790.96 782.76 SETBACK 10'-0" SETBACK 20'-0" RETAINING WALL RETAINING
WALL RETAINING WALL BIKE RACKS TERRACE, RECESSED IN WELL RAMP RAMP 1:12 EXISTING BUILDING PROPOSED BUILDING LAWN 1ST FLOOR F.F.=792.25' BASEMENT F.F= 782.33' 793 793.64 787 793.58 793.7
780.47 792 793.44 788.4 783.04 777 778.23 782.08 788.48 781.31 787.27 789.5 793 792.53792.53 793 794 794 792.8 788.13 793 789.33 778.19 779.06 792.25 782.33 GRANTED SETBACK (BZA) 10'-7
1/4" 792 793.25 782 779.18 HANDRAIL, BOTH SIDES HANDRAIL, BOTH SIDES AREA OF ASSISTED RESCUE PEDESTAL MOUNTED MAILBOX 792.25 3'-10" SETBACK 5'-0" SETBACK 5'-0" SETBACK 10'-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 1" = 10'-0" 8/2/2021
1:56:12 PMC:\Users\Brandon\Documents\2018025 - 232-236-238 Dryden Rd SITE - SPR_brandon@streamcolab.com.rvt L102 SITE PLAN - 238 DRYDEN 2018025 238 DRYDEN ROAD 08/02/2021 VISUM DEVELOPMENT
CITY OF ITHACA, NY FOR PERMIT 1" = 10'-0"1 SITE PLAN REVISIONS Δ DESCRIPTION DATE CCR AGA BEN AGA AGA CCR AGA CJK EXG AGA AGA AGA DN DN EXISTING TREES OF GOOD QUALITY TO REMAIN AND
UNDERBRUSH TO BE CLEARED WITH NEW GROUNDCOVER ESTABLISHED ALONG STEEP SLOPE DRYDEN ROAD 112 SUMMIT 238 DRYDEN LAWN 2"-3" SINGLE GROUND HARDWOOD BARK MULCH PLANTING MIX - TOPSOIL (1
PART), COMPOST (1 PART), SAND (1 PART) 4" TOPSOIL FOR LAWNS SPADED EDGE TYPICAL 2'-0" MIN COMPACTED PLANTING MIX BENEATH ROOT BALL TO PREVENT SETTLING 2" SINGLE GROUND HARDWOOD BARK
MULCH PLANTING MIX - TOPSOIL (1 PART), COMPOST (1 PART), SAND (1 PART) 5'-0" SPADED EDGE - TYPICAL COMPACTED PLANTING MIX BENEATH ROOT BALL TO PREVENT SETTLING 3X ROOT BALL ROOT BALL
+ 6" 2" SINGLE GROUND HARDWOOD BARK MULCH PLANTING MIX - TOPSOIL (1 PART), COMPOST (1 PART), SAND (1 PART) 4'-0" COMPACTED PLANTING MIX BENEATH ROOT BALL TO PREVENT SETTLING ROOT BALL
+ 6" COMMON FILL EXISTING GRADE LINE 1" = 10'-0"D1 PLANTING PLAN 1/2" = 1'-0"1 TYPICAL PERENNIAL PLANTING 1/2" = 1'-0"2 TYPICAL TREE PLANTING PLANTING SCHEDULE KEY QTY. BOTANICAL NAME
COMMON NAME INSTALLED SIZE MATURE SIZE SHRUB - DECIDUOUS COA 10 Cornus alba RED TWIG DOGWOOD #5 CONTAINER 9' TALL & WIDE POD 13 Physocarpus opulifolius 'Diablo' NINEBARK #5 CONTAINER
8' TALL AND WIDE TREE - ORNAMENTAL AGA 2 Amelanchier × grandiflora 'Autumn Brilliance' APPLE SERVICEBERRY 2" CALIPER 20' TALL AGA 2 Amelanchier × grandiflora 'Autumn Brilliance' - MULTI
APPLE SERVICEBERRY MULTI TRUNK6'-8' TALL 20' TALL CCR 2 Cercis canadensis REDBUD 1.5" CALIPER 25' TALL TREE - SHADE QBS 1 Quercus bicolor SWAMP WHITE OAK 2" CALIPER 60' TALL 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 As indicated 8/2/2021
1:56:14 PMC:\Users\Brandon\Documents\2018025 - 232-236-238 Dryden Rd SITE - SPR_brandon@streamcolab.com.rvt L104 PLANTING PLAN 2018025 238 DRYDEN ROAD 08/02/2021 VISUM DEVELOPMENT CITY
OF ITHACA, NY FOR PERMIT 0' 10' 5' 1. CONSULT LANDSCAPE ARCHITECT ON SHAPE OF BED EDGE & PLACEMENT OF ALL PLANTS PRIOR TO INSTALLATION. 2. ONLY NURSERY-GROWN PLANT MATERIALS SHALL BE
ACCEPTABLE. ALL TREES, SHRUBS AND GROUND COVERS SHALL COMPLY WITH APPLICABLE REQUIREMENTS OF ANSI Z60.1, AMERICAN STANDARD FOR NURSERY STOCK. 3. ALL PLANTING BEDS TO BE EXCAVATED TO
A MINIMUM DEPTH OF 18" AND REPLACED WITH AMENDED TOPSOIL AS SPECIFIED AND CONSISTING OF 1 PART SCREENED TOPSOIL, 1 PART COMPOST AND 1 PART SAND. SUBMIT TEST REPORTS FOR APPROVAL. 4.
TREE PITS IN LAWN TO BE EXCAVATED TO DEPTH OF ROOT BALL PLUS SIX INCHES AND SHALL BE THREE TIMES THE WIDTH OF THE ROOT BALL. 5. DECIDUOUS TREES SHALL HAVE A CALIPER OF AT LEAST 2 INCHES
AT BREAST HEIGHT (DBH) AT THE TIME OF PLANTING. 6. ALL TREES IN LAWN AREAS TO RECEIVE FIVE-FOOT DIAMETER MULCH RINGS. 7. INSTALL 3 INCHES OF NATURAL SHREDDED BARK MULCH IN ALL PLANTING
BEDS. 8. NO PLANTS OR TREES SHALL BE LOCATED BENEATH BUILDING OVERHANGS. 9. SUN/SHADE LAWN MIX - DEEP TILL ANY COMPACTION DUE TO CONSTRUCTION AND INSTALL 4" OF AMENDED TOPSOIL. 10.
WARRANTY ALL PLANT MATERIALS FOR A PERIOD OF 1-YEAR BEYOND THE DATE OF SUBSTANTIAL COMPLETION. GENERAL SHEET NOTES - PLANTING 1/2" = 1'-0"3 TYPICAL TREE PLANTING ON SLOPE REVISIONS
Δ DESCRIPTION DATE ADJACENT PAVING INTEGRAL CONCRETE CURB CONTROL JOINT NOTES RADIUS CURBING SHALL BE USED ON ALL RADII LESS THAN 100 FEET. SEE LAYOUT PLAN. 6" 6" #4 BAR CONTINUOUS
TOP AND BOTTOM WELDED WIRE MESH PITCH 1:12 MAX PITCH 1:12 PLAN CONCRETE OR PAVERS WHERE SHOWN PLANTING WHERE SHOWN DROP CURB DETECTABLE WARNING PLATESISOMETRIC VIEW PITCH 1:12 1 12
1 12 6' - 0" TYP 6' TYP 6' TYP 8' TYP 6' TYP NOTES 1. SEE LAYOUT PLAN FOR LOCATION OF CURB PLANKS 2. GRADE CHANGES TO BE SMOOTH AND EVENLY PITCHED 3. INSTALL DETECTABLE WARNING PLATES
AS PER MANUFACTURER'S WRITTEN INSTRUCTIONS NYSDOT TYPE 7 TOP COURSE NYSDOT TYPE 3 BINDER COMPACTED SUBBASE COURSE MATERIAL, TYPE 4 SOIL STABLIZATION FABRIC TO WRAP AT ENDS 1'-0"3"2"
MEDIUM BROOM FINISH WIDTH AS SHOWN ON PLAN WIDTH AS SHOWN ON PLAN NOTE 1. SEE PLANS FOR LOCATION AND TYPE OF SCORE JOINTS 2. BROOM PERPENDICULAR TO LINE OF TRAFFIC TOOLED EDGE AROUND
EACH SCORE JOINT AND EACH EXPANSION JOINT 2" NOTES 1. SEE PLANS FOR LOCATION AND TYPES OF JOINTS 2. OVERLAP MESH SHEETS 1'-0" MIN 1/2" EXPANSION JOINT (EJ) AND JOINT SEALANT 1/2" S.S.
DOWEL x24" W/ PLASTIC SLEEVE AT 18" O.C. CONCRETE WALK SUBBASE SUBGRADE 1' DEEP TOOL JOINT (TJ) W/ 1/4" RADIUS CONCRETE SLAB (2) 6 X 6 X W2.9 X W2.9, 2" MIN. CLR. TOP AND BOTTOM COMPACTED
SUBBASE COMPACTED SUBGRADE NOTES 1. SEE PLANS FOR TOOL JOINTS (TJ), EXPANSION JOINTS (EJ), LAYOUT WIDTHS, RADII AND FINISHES 2. 2" MINIMUM CONCRETE COVERAGE ON MESH AND TIES 1'-0"8"
WIDTH AS SHOWN ON PLAN CROSS SLOPE AS SHOWN ON GRADING PLAN CONCRETE SLAB 6 X 6 X W1.4 X W1.4 MESH, FLAT SHEETS ONLY SET ON CHAIRS COMPACTED SUBBASE COMPACTED SUBGRADE NOTES 1. SEE
PLANS FOR TOOL JOINTS (TJ), EXPANSION JOINTS (EJ), LAYOUT WIDTHS, RADII AND FINISHES 2. 2" MINIMUM CONCRETE COVERAGE ON MESH AND TIES 8"5" WIDTH AS SHOWN ON PLAN CROSS SLOPE AS SHOWN
ON GRADING PLAN 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 As indicated 8/2/2021 1:56:14 PMC:\Users\Brandon\Documents\2018025 - 232-236-238 Dryden Rd SITE - SPR_brandon@streamcolab.com.rvt L501 PAVEMENT DETAILS 2018025 238 DRYDEN ROAD
08/02/2021 VISUM DEVELOPMENT CITY OF ITHACA, NY FOR PERMIT 1" = 1'-0"B3 CONCRETE CURB 1/4" = 1'-0"B2 CURB RAMP - TYPE A 1" = 1'-0"B1 HEAVY DUTY ASPHALT 1/2" = 1'-0"A3 TYPICAL CONCRETE
BROOM FINISH 1" = 1'-0"A4 TYPICAL CONCRETE JOINTS 1" = 1'-0"A2 TYPICAL HEAVY DUTY CONCRETE WALK 1" = 1'-0"A1 TYPICAL LIGHT DUTY CONCRETE WALK REVISIONS Δ DESCRIPTION DATE 5 1/2" 6'-0"
5 1/2" 6'-0" 4" 1'-0" 2'-4" 4" 6X6 LARCH WOOD POSTS 12" CONCRETE CAP 1'-0" 1X6 LARCH WOOD 3 1/4" 4'-0" #1 WASHED GRAVEL ELEVATION SECTION 1" NOTE: SEAL POST W/ ROOFING CEMENT BELOW
GRADE LEAVING END GRAIN UNSEALED NOTES: 1. HANDRAILS ARE REQUIRED ON BOTH SIDES OF ALL EXTERIOR STAIRS. 2. HANDRAILS TO BE DESIGNED TO RESIST A LOAD OF 50 PLF AND A CONCENTRATED LOAD
OF 200 POUNDS APPLIED IN ANY DIRECTION. 3. CONTRACTOR TO SUBMIT SHOP DRAWINGS AND/OR SPECS FOR ALL FASTENERS. 3.00' PLAN ELEVATION 1-1/4" O.D. GALVANIZED AND POWDER COATED PIPE RAILING
VARIES - 7" MAX TOP OF STAIR BOTTOM OF STAIR TREAD 1.00' TREAD NOSING NOSING 1'-0" VARIES 3'-0" 1'-0" #5 BAR HORIZONTAL @ 16" O.C. #5 BAR VERTICAL @ 24" O.C. 3'-0" (3) #5 BAR CONTINUOUS
FOOTING DRAIN WRAPPED IN DRAINAGE STONE AND FILTER FABRIC BIKE RACK PER MANUFACTURER INSTALLATION INSTRUCTIONS CORE INTO PAVERS AND CONCRETE, FILL WITH POR-ROK OR EPOXY GROUT, SET RACK
LEVEL TO GRADE CONCRETE PAVEMENT NOTES 1. PROVIDE BATTERED FACE 12V:1H 2. PITCH HORIZONTAL COURSES TO THE REAR 3. STONE IS DRY LAID, ENDS NOT EXPOSED ARE TO BE SAWN IF NECESSARY TO
ACHIEVE CONSISTENT JOINTING NO GREATER THAN 1" 4. TOP OF WALL TO STEP WITH GRADE LAWN OR PLANTING LIMESTONE QUARRY BLOCK "SENECA STONE" 6" LEVELING COURSE DRAINAGE STONE WRAPPED IN
FILTER FABRIC COMPACTED SUBGRADE 6" 1" 12" 6'-0" 2X4 POSTS WITH STEEL STAKES 2x4 RAILS 2x4 CROSS BRACING AS REQUIRED 8'-0" MAX NOTE: 1. SEE PLAN FOR LOCATION OF TREE GUARDS. 2. TREE
GUARDS TO BE LOCATED NO CLOSER THAN 36" FROM TREE TRUNK. 3'-0" 1'-0 1/8" 11" 90.00° 1 1/2" OD R 1/2" 7" 11" 3'-0" 1'-0" 1'-0" 3 3/4" 1:12 MAX SLOPE PROVIDE GAURDRAILS ON BOTH SIDES
OF RAMPS, CONTINUOUS LENGTH OF RAMP MAY VARY. MAX. RISE OF 30" BEFORE LANDING 1 1/2" DIA. PIPE, PAINTED 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 As indicated 8/2/2021 1:56:14 PMC:\Users\Brandon\Documents\2018025 - 232-236-238 Dryden
Rd SITE - SPR_brandon@streamcolab.com.rvt L502 SITE DETAILS 2018025 238 DRYDEN ROAD 08/02/2021 VISUM DEVELOPMENT CITY OF ITHACA, NY FOR PERMIT 1/2" = 1'-0"B1 DUMPSTER ENCLOSURE 1 1/2"
= 1'-0"B2 METAL HANDRAIL 1/2" = 1'-0"A2 CONCRETE RETAINING WALL 1/2" = 1'-0"A3 BIKE RACK 1/2" = 1'-0"A1 LIMESTONE BLOCK RETAINING WALL 1/2" = 1'-0"C1 TREE PROTECTION FENCE NOT USED
REVISIONS Δ DESCRIPTION DATE 1/2" = 1'-0"C2 SITE STAIR RAILING 1/2" = 1'-0"C3 SITE RAMP 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..............FINISHED 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...........INFORM
ATION 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............NORTH-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................VER
TICAL 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) 2020.
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. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 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. . . . . . . . . . . . . . . .
. . . . . . . WIND IMPORTANCE FACTOR Iw . . . . . . . . . . . . . . . . . . . . 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 = 0.018W 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 -35.8
-60.1 -90.4 16.0 -51.6 -85.0 -33.7 -45.2 -54.4 16.0 -49.5 -42.5 -32.8 -38.8 -38.8 16.0 -48.5 -24.3 SURFACE PRESSURE (PSF)ROOF AREA 10 SF 100 SF 500 SF NEGATIVE ZONE 4 NEGATIVE ZONE
5 POSITIVE ZONES 4 & 5 -35.5 -43.7 32.8 -30.7 -34.0 27.9 -27.3 -27.3 24.6 SURFACE PRESSURE (PSF)WALL 40 PSF 100 PSF 100 PSF 300# 20 PSF 40 PSF 31 PSF 1.0 1.0 1.0 1.1 PER ASCE
7-16 PER ASCE 7-16 115 MPH (2015 CODE BASIS) 1.0 II C +/-0.18 1.0 II 11.9 %g 4.5 %g 0.127 0.073 D B 0.018 7 FLOOR SYSTEM CARPET & PAD 3/4'' SHEATHING TJI JOIST @ 16'' OC FLOOR INSULATION
5/8'' GYP SPRINKLERS MECH & MISC 1.0 PSF 2.7 PSF 3.0 PSF 1.0 PSF 6.0 PSF (2 LAYERS) 2.0 PSF 3.3 PSF 19.0 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 20.7 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. 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
REACTIONS RESULTING FROM THE 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. 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 PROTECTION ASSOCIATION (AWPA) 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 (2020) 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 2304.10.1 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 A153 OR A304 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 A153, A304 STAINLESS STEEL, OR
CERAMIC COATED. GENERAL WOOD FRAMING NOTES (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. 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. 4a. WALL PANEL SHEATHING ON THE NORTH EXTERIOR WALL TO BE 7/16" LP FLAMEBLOCK STRUCT 1
OR EQUIV. FIRE RATED STRUCTURAL SHEATHING. 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. 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. 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. 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. 16. ALL EXPOSED CONCRETE SITE WALLS TO HAVE SMOOTH-RUBBED FINISH. REINFORCED CONCRETE NOTES Project # Date STREAM
Collaborative architecture + landscape architecture dpc 123 S. Cayuga St Suite 201 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 8/2/2021 2:31:04 PMD:\D-JOBS\D-Stream\238 Dryden Rd\2018025 - 238 Dryden Rd_Structural_V21-RAM.rvt
S001 GENERAL NOTES AND SCHEDULES 20201119 238 DRYDEN RD 4/21/21 VISUM DEVELOPMENT ITHACA, NY 14850 FOR PERMIT REVISIONS Δ DESCRIPTION DATE A B D E 1 2 3 4 5 6 7 FTG 3'-0" F6 (-8") F6
(-8") F4 F4 F4 F4 P1 (-7") P1 (-7") P2 (-7") P2 (-8") 7 S300 8 S300 2 S301 1 S301 F3 (-8") 3'-0" 13'-7 1/8" 6'-1 1/8" 7'-5" 11'-0" 38'-1 1/4" T/WALL= +10'-1 3/4" T/WALL= +10'-1 3/4"
FOOTING DRAIN AT BUILDING PERIMETER T/WALL= +10'-1 3/4" FOOTING DRAIN AT BUILDING PERIMETER FOOTING DRAIN AT BUILDING PERIMETER T/WALL= +10'-1 3/4" FTG 3'-0" ICF BASEMENT WALLS. BASIS
OF DESIGN : 8" FOX BLOCKS (13 1/4" OVERALL WIDTH) ( TYPICAL) T/WALL= +10'-1 3/4" 4" SLAB OVER 6" STRUCTURAL FILL REINF. WITH 6x6 - W2.9xW2.9 WWR. T/SLAB = 782.34' [782.0'] [778.0']
5 3/8" [782.0'] [778.0'] T/WALL = -6" FTG 2'-0"WALL 8" FND 6" SLAB ON GRADE OVER 6" STRUCTURAL FILL REINF W/6x6W4xW4 WWR T/SLAB = 780.00' (AT ENTRY) 11'-1 1/4" 1'-1 1/4" 4'-7 3/8" 9
3/8" FTG 2'-0" WALL 8" FND T/WALL = -11 1/4" FOOTING DRAIN AT BUILDING PERIMETER" 7'-6" 15'-6 5/8" 8'-0 1/2" 17'-7 1/4" 4'-8 3/8" 4'-11 11/16" 58'-4 7/16" C 5 S301 CJ CJ CJ 8 S300 FTG
3'-0" FTG 3'-0" ICF BASEMENT WALLS. BASIS OF DESIGN : 8" FOX BLOCKS (13 1/4" OVERALL WIDTH) ( TYPICAL) FTG 3'-0" FTG 3'-0" ICF BASEMENT WALLS. BASIS OF DESIGN : 8" FOX BLOCKS (13 1/4"
OVERALL WIDTH) ( TYPICAL) 5'-2 5/16" FTG 2'-0" SLOPE 1/4"/FT T/WALL= +10'-11" (792.80') AREA DRAIN SEE PLUMBING DRAWINGS. TIE INTO FOOTING DRAIN SLOPE 1/4"/FT SLOPE 1/4"/FT SLOPE 1/4"/FT
DOWN FTG 2'-8" WALL 8" CONC T/SLAB = +4'-7" (+786.42') OPNG 3'-0" 3'-2 7/8" T/WALL = +4'-1" (+786.42') WALL 8" CONC FTG 2'-0" T/WALL +=11'-8" (791.67') FTG 3'-0" 1 S301 CJ CJ CJ FTG
3'-0" ICF BASEMENT WALLS. BASIS OF DESIGN : 8" FOX BLOCKS (13 1/4" OVERALL WIDTH) ( TYPICAL) 3 1/4" 19.83° 6 S301 ICF 1'-1 1/4" CJ CJ CJ 3'-3" 1'-7 11/16" T/WALL= -6" SLOPE 1/4"/FT
ICF 1'-1 1/4" 4 S301 3 S301 7 S301 1 3/4" [782.0'] [778.0'] [782.0'] [778.0'] CONTRACTOR TO PROVIDE SUPPORT OF EXCAVATION DESIGN AND STAMPED BY A PROFESSIONAL ENGINEER LICENSED AND
REGISTERED IN NYS. SUBMIT STAMPED CALCULATIONS AND STAMPLED SHOP DRAWINGS WITH A CLEARLY DESIGN SEQUENCE OF INSTALLATION. ALLOWABLE SOIL BEARING PRESSURE (PSF) CONCRETE COMPRESSIVE
STRENGTH (PSI) REINFORCEMENT YIELD STRENGTH (GRADE 60) (KSI) 2000 3000 60 FOOTING MARK F4 4'-0" X 4'-0" X 12" FOOTING SIZE LEGTH X WIDTH X DEPTH REINFORCING BOTTOM SHORT TOP LONG (4)
#5 (4) #5 SHORT LONG N/A N/A FOOTING SCHEDULE F6 6'-0" X 6'-0" X 12" (6) #5 (6) #5 N/A N/A F3 3'-0" X 3'-0" X 12" (3) #5 (3) #5 N/A N/A (8) #5 VERT #4 @ 10" O.C. CLOSED TIES (8) #5
VERT. #4 @ 10" O.C. CLOSED TIES P1 P2 2'-0" 1'-4" 1'-4" 1'-4" EQ EQ EQ EQ EQ EQ EQ EQ FOUNDATION SYMBOLS KEY: INDICATES LOCATION OF CONTRACTION JOINTS. SEE TYPICAL SLAB DETAIL. INDICATES
FOUNDATION WALL STRIP FOOTING INDICATES SPREAD FOOTING & CONCRETE PIER. INDICATES TYP FND WALL PX FX INDICATES PIER TYPE. INDICATES SPREAD FOOTING TYPE. [+XX'-XX"] INDICATES BOT/FTG
ELEVATION. CJ 873' INDICATES APPROX SITE GRADE ELEVATION (SEE SITE DRAWINGS) X K COLUMN BASE REACTION (ASD) Project # Date STREAM Collaborative architecture + landscape architecture
dpc 123 S. Cayuga St Suite 201 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 8/2/2021 5:03:28 PMD:\D-JOBS\D-Stream\238 Dryden Rd\2018025 - 238 Dryden Rd_Structural_V21-RAM.rvt S100 FOUNDATION PLAN 20201119 238 DRYDEN
RD 4/21/21 VISUM DEVELOPMENT ITHACA, NY 14850 FOR PERMIT 1/4" = 1'-0" 1 FOUNDATION PLAN 1/4" = 1'-0" 2 FOOTING SCHEDULE 1" = 1'-0" 4 PIER PLAN DETAIL N REVISIONS Δ DESCRIPTION DATE
ABDE 1 2 3 4 5 6 7 16" TJI 110 @ 16" O.C. 16" TJI 110 @ 16" O.C. 16" TJI 110 @ 16" O.C. 16" TJI 560 @ 16" O.C. 2x10 @ 16" O.C. 49kW12X7249k 38k W12X58 38k 27k W12X35 27k 27kW12X3527k22k
46k-ft W12X53 22k 46k-ft DATUM ELEVATION = TOP OF 3/4" SUBFLOOR = 792.25' =SITE ELEVATION 6 S501 SWC 1 S301 1 S301 2 S301 6 S501 7 S501 9 S300 2x10 @ 16" O.C. 15kW12X1615k 7kW12X167k
9 S300 BASEMENT LEVEL WALL TO BE CONSTRUCTED OF 2X6 LVL TOP PLATES, SILL PLATE, AND STUDS @16" OC. 13'-7 1/8"6'-1 1/8"7'-5"11'-0" 38'-1 1/4" 7'-6" 15'-6 5/8" 8'-0 1/2" 17'-7 1/4" 4'-8
3/8" 4'-11 11/16" 58'-4 7/16" W14X22 BP3 W14X22 6 S501 BP1 BP2 BP3BP3 C 9 S300 (-2 1/4") (-2 1/4") 7 S301 1 5/16" 9 S501 9 S501 CONTRACTOR TO PROVIDE SUPPORT OF EXCAVATION DESIGN AND
STAMPED BY A PROFESSIONAL ENGINEER LICENSED AND REGISTERED IN NYS. SUBMIT STAMPED CALCULATIONS AND STAMPLED SHOP DRAWINGS WITH A CLEARLY DESIGN SEQUENCE OF INSTALLATION. ABDE 1 2 3
4 5 6 7 16" TJI 110 @ 16" O.C. 16" TJI 110 @ 16" O.C. 16" TJI 560 @ 16" O.C. DATUM ELEVATION = TOP OF 3/4" SUBFLOOR = 802.75' = SITE ELEVATION 1 S501 2 S501 5 S501 SWB PSWA PSWA PSWA
PSWA PSWAPSWA PSWA PSWA S500 4 S500 3 2x10 @ 16" O.C. 2x10 @ 16" O.C. 1 S501 2 S501 2 S501 2 S501 16 TJI 110 @ 16" O.C. 5 S501 PSWA H2 H2 13'-7 1/8"6'-1 1/8"7'-5"11'-0" 38'-1 1/4" 7'-6"
15'-6 5/8" 8'-0 1/2" 17'-7 1/4" 4'-8 3/8" 4'-11 11/16" 58'-4 7/16" C 9 S501 9 S501 9 S501 9 S501 1. SEE DWG S001 FOR NOTES 2. H# REFERS TO HEADER MARK, SEE DWG S500 FOR SCHEDULES AND
DETAILS 3. SEE S501 FOR SHEARWAL SCHEDULE. 4. GRID LINES ARE AT CENTER OF STUD WALL. SEE ARCH FOR ADDITIONAL DIMENSIONS. NOTE: 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. FRAMING NOTES FRAMING SYMBOL KEY: INDICATES 1/2" OSB STRUCTURAL
1 PANEL SHEATHING THIS SIDE OF WALL (UNDER 5/8" GYP) SEE WALL TYPES. INDICATES WOOD FRAME INTERIOR BEARING WALL. MAX STUD SPACING = 16" O.C.. ALL EXTERIOR WALLS ARE BEARING WALLS. SWA
DESIGNATES SHEAR WALL TYPE A. SEE S502 FOR SHEAR WALL SCHEDULE & DETAILS INDICATES SHEARWALL TIE-DOWN ANCHOR POINTS 3kW12X193k BEAM END REACTION. (ASD) BEAM SIZE 2 k-ft2k-ft BEAM END
MOMENT. (ASD) Project # Date STREAM Collaborative architecture + landscape architecture dpc 123 S. Cayuga St Suite 201 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com A
1 2 3 4 B C D 213 East Seneca Street Ithaca, New York 14850 www.ElwynPalmer.com 607.272.5060 Elwyn Palmer & CONSULTING ENGINEERS, PLLC 8/2/2021 4:27:52 PMD:\Revit Models\2018025 ‐ 238 Dryden Rd_
detached_Structural_Central_JEC@ElwynPalmer.com.rvt S101 1ST & 2ND FLOOR FRAMING PLAN 20201119 238 DRYDEN RD 4/21/21 VISUM DEVELOPMENT ITHACA, NY 14850 FOR PERMIT 1/4" = 1'-0" 1 1ST
FLOOR FRAMING PLAN 1/4" = 1'-0" 2 2ND FLOOR FRAMING PLAN N N REVISIONS ΔDESCRIPTIONDATE A B D E 1 2 3 4 5 6 7 16" TJI 110 @ 16" O.C. 16" TJI 110 @ 16" O.C. 16" TJI 560 @ 16" O.C. DATUM
ELEVATION = TOP OF 3/4" SUBFLOOR = 813.25' 3RD FLOOR = 823.75' 4TH FLOOR = SITE ELEVATION SWB PSWA PSWA PSWA PSWA PSWAPSWA PSWA PSWA 1 S501 2 S501 5 S501 2x10 @ 16" O.C.2x10@ 16" O.C.
2 S501 2 S501 2 S501 1 S501 16" TJI 110 @ 16" O.C. 5 S501 PSWA H2 H2 13'-7 1/8" 13'-6 1/8" 11'-0" 38'-1 1/4" 7'-6" 15'-6 5/8" 8'-0 1/2" 17'-7 1/4" 4'-8 3/8" 4'-11 11/16" 58'-4 7/16"
C 9 S501 9 S501 9 S501 9 S501 A B D E 1 2 3 4 5 6 7 16" TJI 110 @ 16" O.C. 16" TJI 110 @ 16" O.C. 16" TJI 560 @ 16" O.C. DATUM ELEVATION = TOP OF 3/4" SUBFLOOR = 833.63' ROOF = SITE
ELEVATION 5 S501 3 S501 4 S501 SWB PSWA PSWA PSWA PSWA PSWA PSWA PSWA PSWA 16" TJI 110 @ 16" O.C. 16" TJI 110 @ 16" O.C. 5 S501 FRAMED OPENING FOR ROOF HATCH 6X6X8' PT WOOD SCREEN SUPPORT
POSTS @ 6' O.C. PSWA H2 H2 13'-7 1/8" 6'-1 1/8" 7'-5" 11'-0" 38'-1 1/4" 7'-6" 15'-6 5/8" 8'-0 1/2" 17'-7 1/4" 4'-8 3/8" 4'-11 11/16" 58'-4 7/16" C H HH BALCONY (BELOW) H 8 S501 H 4
S501 H 8 S501 ROOF SCREEN SEE ARCH H H H HH H H BALCONY (BELOW) 8 S501 4 S501 8 S501 16" LVL 16" LVL (2) 16" LVL (2) 16" LVL H H 1. SEE DWG S001 FOR NOTES 2. H# REFERS TO HEADER MARK,
SEE DWG S500 FOR SCHEDULES AND DETAILS 3. SEE S501 FOR SHEARWAL SCHEDULE. 4. GRID LINES ARE AT CENTER OF STUD WALL. SEE ARCH FOR ADDITIONAL DIMENSIONS. NOTE: 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. FRAMING NOTES FRAMING SYMBOL
KEY: INDICATES 1/2" OSB STRUCTURAL 1 PANEL SHEATHING THIS SIDE OF WALL (UNDER 5/8" GYP) SEE WALL TYPES. INDICATES WOOD FRAME INTERIOR BEARING WALL. MAX STUD SPACING = 16" O.C.. ALL
EXTERIOR WALLS ARE BEARING WALLS. SWA DESIGNATES SHEAR WALL TYPE A. SEE S502 FOR SHEAR WALL SCHEDULE & DETAILS INDICATES SHEARWALL TIE-DOWN ANCHOR POINTS Project # Date STREAM Collaborative
architecture + landscape architecture dpc 123 S. Cayuga St Suite 201 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 8/2/2021 2:31:08 PMD:\D-JOBS\D-Stream\238 Dryden Rd\2018025 - 238 Dryden Rd_Structural_V21-RAM.rvt
S102 3RD, 4TH & ROOF FRAMING PLAN 20201119 238 DRYDEN RD 4/21/21 VISUM DEVELOPMENT ITHACA, NY 14850 FOR PERMIT 1/4" = 1'-0" 1 3RD AND 4TH FLOOR FRAMING PLAN 1/4" = 1'-0" 2 ROOF FRAMING
PLAN N N REVISIONS Δ DESCRIPTION DATE 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-W4xW4 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 TYPE 1 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. 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 NOTES: 1. THE ABOVE TABLE APPLIES TO GRADE 60 DEFORMED
BARS. 2. CLEAR SPACING BETWEEN BARS SHALL BE NOT LESS THAN 2 BAR DIAMETERS. IF CLEAR BAR SPACING IS LESS THAN 2 BAR DIAMETERS, MULTIPLY THE ABOVE LAP LENGTHS BY 1.5. 3. FOR EPOXY COATED
BARS, MULTIPLY THE ABOVE LAP LENGTHS BY 1.2 FOR CLEAR SPACING BETWEEN BARS GREATER THAN 6 BAR DIAMETERS, OR 1.5 IF CLEAR SPACING IS LESS THAN 6 BAR DIAMETERS. FOR WALLS, SLABS, FOOTINGS
& BEAMS CONCRETE STRENGTH, PSI BAR SIZE #3 #4 #5 #6 #7 #8 #9 #10 FOR PIERS & COLUMNS 3000 3500 4000 4500 5000 ALL CONCRETE 1'-11" 2'-4" 2'-10" 4'-1" 4'-8" 5'-3" 6'-11" 1'-5" 1'-9" 2'-2"
2'-7" 3'-9" 4'-4" 4'-10" 5'-6" 1'-4" 1'-8" 2'-0" 2'-5" 3'-7" 4'-1" 4'-7" 5'-2" 1'-3" 1'-7" 1'-11" 2'-4" 3'-4" 3'-10" 4'-4" 4'-10" 1'-2" 1'-6" 1'-10" 2'-2" 3'-2" 3'-7" 4'-1" 4'-7" 1'-1"
1'-3" 1'-7" 1'-11" 2'-2" 2'-6" 2'-10" 3'-2" 1'-0" CONCRETE REINFORING LAP LENGHT SCHEDULE 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 8" FORMS VERTICAL BARS AS SPEC'D 90 DEG CORNER BAR LAP BARS MIN. 40 BAR DIAMETERS HORIZONTAL BARS AS SPEC'D REMOVE SECTION OF FORMS AT INTERSECTING WALL
HSS COLUMN OR WIDE FLANGE COLUMN. THICKEN SLAB. COL SEE A-DWGS FOR INSULATION, VAPOR RETARDER, AND WATERPROOFING FOOTING REINFORCING SEE FTG SCHEDULE ISOLATION JOINT. APPLY BOND BREAKER.
COLUMN BLOCKOUT. SEE TYPICAL COLUMN BLOCKOUT DETAIL. BASE PLATE CONNECTION. SEE TYPICAL BASE PLATE DETAIL. REINFORCED SLAB ON GRADE. SEE FND SEE PLAN. REINFORCED SLAB ON GRADE - SEE
PLAN. SCHEDULE SEE SCHEDULE SEE FOOTING T/SLAB ELEV SEE PLAN T/FOOTING SEE PLAN CVR 3" WALL REINF T/STL - SEE PLAN T/WALL BRG PL. SEE SCHEDULE. NON-SHRINK GROUT 1" 1/4" 3" (2) 3/4"Ø
ANCHOR RODS. SPACE ANCHORS 9" O.C. OVERSIZE HOLES IN BEAM AND PROVIDE WASHERS 1'-0" (3) #3 CLOSED TIES @ 2" O.C. START 2" FROM TOP OF WALL 2x STUD WALL SEE PLAN SEE TYPICAL SLAB DETAIL
2x PT SILL PLATE. BOLT TO SLAB WITH 1/2"Ø HD GALV ANCHOR BOLTS @ 4'-0" O.C. MIN 5" EMBEDMENT 8" SEE PLAN. (4) # 6 CONTD. # 5 @12" O.C. CONTRACTION JOINT WALL GYPSUM FINISH STRUCTURAL
WALL SHEATHING. SEE SHEARWALL SCHEDULE. (1) #5 CONTINUOUS STEM 8" 6" HOOK REST ON BOTTOM MAT T/SLAB SEE PLAN #5 DOWELS @ 16" O.C. BEAM BEARING SCHEDULE BP1 BP2 6"x1'-0"x1 1/4" 6"x1'-0"x1"
BP3 6"x6"x1" Project # Date STREAM Collaborative architecture + landscape architecture dpc 123 S. Cayuga St Suite 201 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 8/2/2021 2:31:09 PMD:\D-JOBS\D-Stream\238 Dryden
Rd\2018025 - 238 Dryden Rd_Structural_V21-RAM.rvt S300 FOUNDATION DETAILS 20201119 238 DRYDEN RD 4/21/21 VISUM DEVELOPMENT ITHACA, NY 14850 FOR PERMIT 1 1/2" = 1'-0" 1 SLAB ON GRADE
1 1/2" = 1'-0" 2 SLAB COLD JOINT 1 1/2" = 1'-0" 3 SLAB RECESS/DEPRESS DET 1 1/2" = 1'-0" 4 REBAR LAP LENGTH SCHEDULE 1" = 1'-0" 5 90 DEGREE CORNER, 8" FORMS 1" = 1'-0" 6 TEE WALL, 8"
FORMS 3/4" = 1'-0" 7 TYPICAL INTERIOR SPREAD FOOTING 3/4" = 1'-0" 9 BEAM BEARING DETAIL 3/4" = 1'-0" 8 THICKENED SLAB DETAIL @ INT. BEARING/SHEAR WALL REVISIONS Δ DESCRIPTION DATE FIRST
FLOOR EXG UNDISTURBED SUBGRADE OR IMPORTED STRUCTURAL FILL T/SLAB BASEMENT T/FTG SEE PLAN FOOTING DRAIN CUT-BACK FORM INSUL @ TOP ICF UNIT TO EXTEND CONCRETE TO EDGE OF SILL SPLATE.
16" TJI JOIST. SEE PLAN. 16" TSI BLOCKING @ 2' O.C. 3/4" T&G FLOOR SHEATHING 2x8 EXT STUD WALL MATCH VERT REINF. THICKEN SLAB TO 8" @ PERIMETER SEE TYP STRUCTURAL SLAB DETAIL #5 X 20"
DOWELS @ 2' O.C. 14" RIM JOIST 1'-1 1/4" ICF TYP ICF FNDN WALL REINF VERTICAL: #6@ 12" O.C. HORIZONTAL: #4 @16" O.C. PLACE REINF ON INSIDE FACE OF WALL W/ 2" COVER ICF FOUNDATION
WALL BASIS OF DESIGN: 8" FOX BLOCKS. #4 TIES @ 12" O.C. (2) #4 @ TOP 2" 2 5/8" 8" CONC. 2 5/8" 1'-0" SEE PLAN. WALL FTNG. #5 @ 12" O.C. SW (3) #5 CONTD. LW 12" WALL FOOTING EXTERIOR
FINISH 7/16" STRUCTURAL 1 SHEATHING 2x10 P.T. SILL PLATE. BOLT TO FOUNDATION WITH 1/2" DIA. x8" HD GALV ANCHOR BOLTS @ 4'-0" O.C. W/ HD GALV WASHERS. SEE ARCH FOR INTERIOR FINISH SEE
PLAN 4" FND WALL WATERPROOFING SEE SPEC. GRADE SEE SITE PLAN NON-WOVEN GEOTEXTILE FILTER FABRIC (TENCATE MIRAFI 140N OR EQUIV.) ASTM D2129 4" DIA PERFORATED PVC DRAIN PIPE. (PLACE HOLES
DOWN) FIRST FLOOR EXG UNDISTURBED SUBGRADE OR IMPORTED STRUCTURAL FILL T/SLAB T/FTG SEE PLAN FOOTING DRAIN CUT-BACK FORM INSUL @ TOP ICF UNIT TO EXTEND CONCRETE TO EDGE OF SILL SPLATE.
3/4" T&G FLOOR SHEATHING 2X8 EXT STUD WALL MATCH VERT REINF. THICKEN SLAB TO 8" @ PERIMETER SEE TYP STRUCTURAL SLAB DETAIL #5 X 20" DOWELS @ 2' O.C. 14" LVL LEDGER 1'-1 1/4" ICF TYP
ICF FNDN WALL REINF VERTICAL: #6@ 12" O.C. HORIZONTAL: #4 @16" O.C. PLACE REINF ON INSIDE FACE OF WALL W/ 2" COVER ICF FOUNDATION WALL BASIS OF DESIGN: 8" FOX BLOCKS. #4 TIES @ 12"
O.C. (2) #4 @ TOP 2" 2 5/8" 8" CONC. 2 5/8" SEE PLAN. WALL FTNG. #5 @ 12" O.C. SW (3) #5 CONTD. LW 12" WALL FOOTING 16" TJI JOIST. SEE PLAN. SEE ARCH FOR INTERIOR FINISH 2x10 P.T. SILL
PLATE. BOLT TO FOUNDATION WITH 1/2" DIA. 8" HD GALV ANCHOR BOLTS @ 4'-0" W/HD GALV WASHERS 7/16" STRUCTURAL 1 SHEATHING EXTERIOR FINISH GRADE SEE SITE PLAN FND. WALL WATERPROOFING SEE
SPEC. SEE PLAN NON-WOVEN GEOTEXTILE FILTER FABRIC (TENCATE MIRAFI 140N OR EQUIV.) ASTM D2129 4" DIA PERFORATED PVC DRAIN PIPE. (PLACE HOLES DOWN) SIMPSON STRONG-TIE ICFVL LEDGER CONNECTOR
SYSTEM 48" O.C. W/ (8) ICF-D3.25 SCREWS. BACKFILL WITH EXCAVATED MATERIAL COMPACT IN 8" LIFTS ONLY AFTER SLAB PLACEMENT 8" RETAINING WALL 4"Ø PVC FTG DRAIN COVER W/ DRAINAGE FILL. WRAP
WITH NONWOVEN GEOTEXTILE FABRIC. 0' - 6" SEE PLAN CONT FTG 1'-0" #5 DOWELS x 2'-0" @ 12" O.C. RAILING COORD W/ ARCH #4@12" O.C. E.W. T/WALL ELEV VARIES RAMP SLAB 6" STRUCTURAL SLAB
W/ #4 AT 12" O.C. EACH WAY #4@12" O.C. x 1'-6" LONG PLAIN CONCRETE T/SLAB ELEV VARIES T/FTG NOTE: SLAB IS A STRUCTURAL ELEMENT DESIGNED TO PROVIDE SUPPORT TO THE RETAINING WALL.
PLACE SLAB AND ALLOW TO CURE PRIOR TO BACKFILLING AGAINST FOUNDATION WALL. COMPACTED SLAB SUBBASE COMPACTED SELECT STRUCTURAL FILL 8" 5" 1" CHAMFER EACH SIDE FIN GRADE ELEV SEE SITE
PLAN SEE PLAN DRAINAGE STONE RAMP SLAB 6" STRUCTURAL SLAB W/ #4 AT 12" O.C. EACH WAY FND WALL SEE 1/S301 PLACE EXTERIOR SLAB DIRECTLY AGAINST FOUNDATION WALL NOTE: SLAB IS A STRUCTURAL
ELEMENT DESIGNED TO PROVIDE SUPPORT TO THE RETAINING WALL. PLACE SLAB AND ALLOW TO CURE PRIOR TO BACKFILLING AGAINST FOUNDATION WALL. ICF FND WALL BASIS OF DESIGN 8" FOX BLOCK COMPACTED
SLAB SUBBASE COMPACTED SELECT STRUCTURAL FILL 6" 67 SEE PLAN CONT FTG(2) #5 CONT SEE PLAN T/FTG SCHEDULE SEE LAP 8" #4 DOWELS @16" O.C. #4 @16" O.C. EACH WAY TOOLED EDGE @ EXPOSED PERIMETERS
#5 CONT. @ PERIMETER #4 BENT DOWELS @ 2'-0" O.C. 2' 2' 6" SLAB ON GRADE #5 @ 12" O.C. TRANSVERSE (3) #5 CONT LONGITUDINAL SLOPE 1/4"/FT #4 X 1'-6" LONG SMOOTH DOWELS @ 2'-0" O.C. GREASE
OR WRAP ONE END. COMPACTED SLAB SUBBASE #4 @ 16" O.C. E.W. COMPACTED SELET STRUCTURAL FILL INTERIOR SLAB ON GRADE COMPACTED SLAB SUBBASE 2" HIGH DENSITY RIGID INSULATION EXTERIOR DOOR
SEE ARCH #4 @ 16" O.C. EACH WAY T/SLAB SEE PLAN #4 DOWELS @ 16" O.C. T/FTG SEE PLAN #5 @ 12" O.C. TRANSVERSE (3) #5 CONT LONGITUDINAL COMPACTED SLAB SUBBASE T/WALL SEE PLAN TYPICAL
SLAB ON GRADE #4 BENT DOWELS @ 2'-0" O.C. SELECT STRUCTURAL FILL. 2' 2' WALL ASSEMBLY. SEE ARCH. A T/ICF @ OPNG SEE PLAN 16" I-JOIST SQUASH BLOCK 16" I-JOIST BLOCKING @ 2'-0" O.C. L6x4x5/16"
CONTINUOUS WITH 1/4" STIFFENER PLATES @ 2'-0" O.C. 4" W x 1/2" CONT. BEARING PLATE WITH 1/2"⌀x 6" LONG SHEAR STUD ANCHOR @ 2'-0" O.C. 1'-0" 3" 3" 5" (4) #4 DOWELS 4" TOPPING SLAB W/
#4 @ 16" O.C. E.W. SLOPE 4" SLAB ON 2" 20 GALV COMP STEEL DECK SLOPE SEE PLAN BEAM SEE ARCH EXTERIOR WALL ASSEMBLE 1/8"/FT 1'-0" 3/4" SUBFLOOR TOP FLANGE MOUNT JOIST HANGER T/SUBFLOOR
SEE PLAN Project # Date STREAM Collaborative architecture + landscape architecture dpc 123 S. Cayuga St Suite 201 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 8/2/2021 2:31:10 PMD:\D-JOBS\D-Stream\238 Dryden Rd\2018025
- 238 Dryden Rd_Structural_V21-RAM.rvt S301 FOUNDATION DETAILS 20201119 238 DRYDEN RD 4/21/21 VISUM DEVELOPMENT ITHACA, NY 14850 FOR PERMIT 3/4" = 1'-0" 1 FOUNDATION WALL DETAIL 3/4"
= 1'-0" 2 FOUNDATION WALL DETAIL@ NORTH 3/4" = 1'-0" 3 RETAINING WALL DETAIL 3/4" = 1'-0" 4 FOUNDATIION WALL DETAIL AT EAST ENTRY 3/4" = 1'-0" 5 FOUNDATION DETAIL AT ENTRY 3/4" = 1'-0"
6 FOUNDATION WALL DETAIL AT CONCRETE STEM 3/4" = 1'-0" 7 SLAB EDGE DETAIL REVISIONS Δ DESCRIPTION DATE HEADER SCHEDULE HEADER TYPE H1 SIZE T/BEAM ELEV END SUPPORTS NOTES (2) 1 3/4x14"
LVL (2) 2x8 WINDOW HEADER 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 (3) 16d @ 12" T&B HEADER. SEE PLAN & HEADER SCHEDULE 2x8 CONT TOP & BOTTOM ROUGH OPENING
SEE ARCH FOR WINDOW/ DOOR HEAD DETAILS AND FOR FLASHING, SEALING, AND INSULATION @ HEADERS TYPICAL WINDOW HEADER DETAIL H2 FLUSH W/ JOISTS 2x8 JACK STUD 2x8 JACK STUD (3) 2x8 JACK STUD
(3) 2x8 JACK STUD 0' - 2 1/2" 0' - 6" 0' - 6" 0' - 1" 0' - 1" TWO 2"x4" LAMINATIONS WITH ONE ROW OF STAGGERED 10d COMMON WIRE NAILS (D=0.148", L= 3") 0' - 3 1/2" 0' - 8" 0' - 8" 0'
- 1 1/2" 0' - 1 1/2" THREE 2"x4" LAMINATIONS WITH ONE ROW OF STAGGERED 30d COMMON WIRE NAILS (D=0.207", L=4-1/2") 0' - 3 1/2" 0' - 8" 0' - 8" 0' - 1 1/2" 0' - 1 1/2" THREE 2"x6"
LAMINATIONS WITH TWO ROWS OF 30d COMMON WIRE NAILS (D=0.207", L=4-1/2") 0' - 2 1/2" 15.3.3. NAILED BUILT-UP COLUMNS 15.3.3.1 THE PROVISIONS IN 15.3.1 AND 15.3.2 APPLY TO NAILED BUILT-UP
COLUMNS (SEE FIGURE 15C) IN WHICH: (a) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN (b) ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 3/4 OF THE THICKNESS OF THE
OUTERMOST LAMINATION (c) 15D < END DISTANCE < 18D (d) 20D < SPACING BETWEEN ADJACENT NAILS IN A ROW < 6tmin (e) 10D < SPACING BETWEEN ROWS OF NAILS < 20D (f) 5D < EDGE DISTANCE < 20D
(g) 2 OR MORE LONGITUDINAL ROWS OF NAILS ARE PROVIDED WHERE d>3tmin WHERE: D = NAIL DIAMETER d = DEPTH (FACE WIDTH) OF INDIVIDUAL LAMINATION tmin = THICKNESS OF THINNEST LAMINATION
WHERE ONLY ONE LONGITUDINAL ROW OF NAILS IS REQUIRED, ADJACENT NAILS SHALL BE STAGGERED (SEE FIGURE 15C). WHERE THREE OR MORE LONGITUDINAL ROWS OF NAILS ARE USED, NAILS IN ADJACENT
ROWS SHALL BE STAGGERED. SHEAR WALL SCHEDULE SHEAR WALL TYPE PSWA SHEATHING TYPE SHEATHING THICKNESS MINIMUM NAIL PENTRATION NAIL SIZE NAIL SPACING AT PANEL EDGES (IN) 1/2" 1 3/8" 8d
4" SWC 1/2" 1 3/8" 4" NAIL SPACING INTERMEDIATE STUDS (IN) 4" (6.) SHEATHING PANEL ORIENTATION MAX STUD SPACING 16" 8d VERT OR HOR 16" TIE-DOWNS TOP PLATE (2) 2x8STRUCTURAL 1 OSB (2)
2x8 VERT OR HOR SWB 1 3/8" 4" 8d 16" (2) 2x8 VERT OR HOR 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 UPLIFT. ALT: USE DOUBLE ROW @ 6" O.C. TOP & BOTTOM PLATE EDGES. 7. PSWA TYPICAL
ALL EXTERIOR WALLS. 8. ALL CORRIDOR WALLS ARE TYPE SWC. NOTES: 1/2" NAIL SPACING PANEL TOP & BOTTOM 12" 12" 12" 4" (6.) 4" (6.) STRUCTURAL 1 OSB STRUCTURAL 1 OSB SIMPSON HTT4. SEE PLAN
FOR LOCATIONS. NOTES SHEATING ON BOTH SIDES SIMPSON HTT4. SEE PLAN FOR LOCATIONS. SIMPSON HTT4. SEE PLAN FOR LOCATIONS. (2) 1/4" x 3" LAGS @ 16" O.C. 8" STUDS @ 16" O.C. FURRING TO
LEVEL CLG 7/16" STRUCT 1 SHEATHING SINGLE PLY ROOF MEMBRANE OVER 5/8" GLASS FIBER REINF. GYP. ROOF BOARD 4" 18 GA CFMF @ 16" OC MEMBRANE TERM & FLASHING - SEE ARCH MC10x6.5 CONT. @
PERIM. MITER & SEAL WELD CORNERS. HD GALV & PAINT CLG SEE ARCH 1/4"/FT VARIES 4 EXT. SIDING SYSTEM - SEE ARCH FLASHING - SEE ARCH SEE 2/S500 FOR CANOPY HANGER DETAIL HEADER H6 3/16"
STA-LOK TENSION FORK F34-05R 3/8" DIA STA-LOK SS ROD BY FEENEY ARCH PRODUCTS 3/8"Ø STA-LOK SS ROD BY FEENEY ARCH. PRODUCTS C10x6.5 HD GALV 5/16" HD GALV PLATE STA-LOK TENSION FORK F34-05L
DOUBLE STUDS @ HANGER BRACKETS 2"3" 5/16" PLATE WELDED TO 3/8" BACKER PLATE HD GALV. 0' - 3" PT WOOD BLOCKING (4) 1/2" DIA SS BOLTS 0' - 4" 5/16" HOLE FOR 3/8" PIN 0' - 3" 2x6 STUDS
@ 16" O.C. BLOCKING BETWEEN STUDS AS REQD 3/16 D E 3 4 2X10 @ 16" O.C. 2X10 @ 16" O.C. (2) 2X10 (2) 2X10 FLOOR LEVEL LANDING. 3/4" FLOOR SHEATHING. 2X4 WALL 8'-0 1/2" PRE-ENGINEERED
& FABRICATED WOOD STAIRS. SEE S001 FOR STAIR DESIGN LOADS. 3/4" FLOOR SHEATHING @ STAIR LANDINGS. 3/4" FLOOR SHEATHING @ STAIR LANDINGS. NOTES: 1. SEE ARCHITECTURAL DRAWINGS FOR STAIR
DIMENSIONS. 2. GYPSUM WALL SHEATHING TO RUN CONTINUOUS BETWEEN STAIR STRINGER AND LANDING SUPPORT FRAMINGTYPICAL AT STAIRS. SEE DETAIL 5/S108. SHEARWALL UP DOWN A B 3 4 2X10 @ 16" O.C.
2X10 @ 16" O.C. (2) 2X10 (2) 2X10 2X4 WALL PRE-ENGINEERED & FABRICATED WOOD STAIRS. SEE S001 FOR STAIR DESIGN LOADS. SHEAR WALL FLOOR LEVEL LANDING. 3/4" FLOOR SHEATHING. 8'-0 1/2"
UP DOWN NOTES: 1. SEE ARCHITECTURAL DRAWINGS FOR STAIR DIMENSIONS. 2. GYPSUM WALL SHEATHING TO RUN CONTINUOUS BETWEEN STAIR STRINGER AND LANDING SUPPORT FRAMING- TYPICAL AT STAIRS.
SEE DETAIL 5/S108. 3/4" FLOOR SHEATHING @ STAIR LANDINGS 3/4" FLOOR SHEATHING @ STAIR LANDINGS C Project # Date STREAM Collaborative architecture + landscape architecture dpc 123 S.
Cayuga St Suite 201 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 8/2/2021 2:31:11 PMD:\D-JOBS\D-Stream\238 Dryden Rd\2018025 - 238 Dryden Rd_Structural_V21-RAM.rvt S500 FRAMING DETAILS 20201119 238 DRYDEN RD
4/21/21 VISUM DEVELOPMENT ITHACA, NY 14850 FOR PERMIT 3/4" = 1'-0" 1 CANOPY DETAIL 1" = 1'-0" 2 CANOPY HANGER DETAIL 1/4" = 1'-0" 3 EAST STAIR FRAMING PLAN 1/4" = 1'-0" 4 WEST STAIR
FRAMING PLAN REVISIONS Δ DESCRIPTION DATE 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. SEE PLAN. TYP EXT WALL 2x8 @ 16 W/ 1/2" STRUCTURAL 1 OSB 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 TOE-NAIL TO TOP PLATE (1) 8d EACH SIDE OF JOIST BOTTOM CHORD (3) 16d @ 16" O.C. TJI FLOOR JOIST. SEE PLAN. TYP EXT WALL 2x8 @ 16 W/ EXT SHEATHING
3/4" FLOOR SHEATHING GLUED & NAILED SEE PLAN EXT WALL SYSTEM SEE ARCH (3) 16d @ 16" O.C. EXTEND STUD WALL TO UNDERSIDE OF DECK STEEL BEAM. SEE PLAN. PRE- DRILL TOP FLANGE FOR WALL SILL
ATTACHMENT SIMPSON LBV JOIST HANGER FLOOR JOIST SEE PLAN 2X SILL BOLT TO BEAM WITH 1/2"Ø BOLTS @ 32" O.C. 3/4" FLOOR SHEATHING BEARING/SHEARWALL 2x NAILER ON TOP OF BEAM DAB SUB-FLOOR
ADHESIVE IN SEAT OF HANGER (TYP) NOTE - STEEL BEAM TO BE FIRE - PROTECTED FOR A 1 HR RATING W/ (2) 5/8" GYP. NOTE: SEE STRUCTURAL NOTES, SHEET S001, FOR MATERIAL NOTES & ADDITIONAL
INFO. SEE PLAN CONTINUOUS 1 1/4" RIM BOARD TJI ROOF JOIST @ 16" O.C. TYP EXT WALL 2x8 @ 16 W/ 1/2" STRUCTURAL 1 OSB SHEATHING (1) 10d T&B EXT WALL SYSTEM SEE ARCH TOE-NAIL TO TOP PLATE
(1) 8d EACH SIDE OF JOIST BOTTOM CHORD ROOF SYSTEM. SEE ARCH. I- JOISTS @ 16" OC TYP EXT WALL 2x8 @ 16 W/ EXT SHEATHING SEE PLAN EXT WALL SYSTEM SEE ARCH I-JOIST OR RIM JOIST BLOCKING
@ 2'-0" O.C. 5/8" ROOF SHEATHING 8d @ 12" O.C. EXT WALL JOIST BEARING = +40'-7 1/8" SHEAR CONNECTION TYP @ STIFFENER PLATE WF COLUMN. SEE COL SCHE. WF BEAM. SEE PLAN. TOP & BOTTOM
PL PROVIDE DOUBLER PLATES AS REQUIRED PER DESIGN DESIGN MOMENT: 46 K-FT (ASD) NOTES: 1. CONNETIONS TO BE DESIGNED BY A PE LICENSED IN NEW YORK STATE 2. DESIGN LOADS ARE GIVEN AT SERVICE
LEVEL 3. ALTERNATIVE CONNECTION TYPES MAY BE SUBMITTED FOR REVIEW BASE PLATE TYPE LENGTH WIDTH THICKNESS 0'-0" T/SLAB ELEV ANCHOR BOLTS BOTTOM OF BASE PLATE OFFSET CAP PLATE TYPE T/STEEL=
1ST FLOOR T/STEEL 7" B.5/3 B.5/4 A/5 B/6 C/3 BP1 (4) 3/4 ⌀ HSS 4X4X3/8" BP2 W16X57 C/6 D/6 (4) 3/4 ⌀ MOMENT FRAME 7" -7" -7" 3/4" 3/4" 10" 10" 7 3/4" 1'-5 1/2" NOTES: 1. REFER TO COLUMN
SCHEDULE FOR BASE PLATE DIMENSIONS. 2. HOLES MAY BE OVERSIZED 5/16" AND PROVIDE 1/4" PLATE WASHER. 3. ALL ANCHOR BOLTS TO BE 3/4" DIA UNLESS NOTED OTHERWISE. COLUMN. REFER TO COLUMN
SCHEDULE FOR COLUMN SIZE BASE PLATE- REFER TO COLUMN SCHEDULE FOR SIZE AND TYPE 1/4" LEVELING PLATE EXTEND 1/4" BEYOND ALL BASE PLATE EDGES 3/4" NON-SHRINK GROUT - MINIMUM MILL OR SAW
COLUMN END. MILL TOP OF BASE PLATE (TYP) HEAVY HEX NUT ASTM F1554 ANCHOR RODS (36 KSI) - REFER TO COLUMN SCHEDULE FOR SIZE AND BASE PLATE DETAIL FOR QUANTITY TYP 1' - 0" (3) #3 TIES
WITHIN TOP 5 IN. OF PIER COL BP2 EQ EQ 7 3/4" EQ EQ 1' - 5 1/2" 3/16" W16X57 COL COL BP1 10" EQ EQ 10" 3/16" HSS4X4X 3/8 COL COL THICKNESS = 3/4" EQ EQ (TYP) 1 1/2" THICKNESS = 3/4"
SIMPSON LBV JOIST HANGER 3/4" FLOOR SHEATHING TJI FLOOR JOISTS. SEE PLAN. LVL. SEE PLAN. BEND TAB & FASTEN DAB SUB FLOOR ADHESIVE IN SEAT OF HANGER NOTE - BEAM TO BE FIRE - PROTECTED
FOR A 1 HR RATING WITH (2) 5/8" GYP. SEE C3/A503 TJI FLOOR JOISTS. SEE PLAN. 2x12 BLOCKING @ EA POST. SEE 12/S504 FOR BLOCKING INSTALL DETAIL. 1/2"Ø THROUGH BOLTS 11 7/8" ROOF I JOISTS
@ 16" O.C. WEB FILLER BLOCK x 12" LONG BOTH SIDES OF JOIST @ EA POST 5/8" ROOF SHEATHING 6x6 PT WOOD POSTS @ 6' 0.C. WOOD SLAT SCREEN FENCE SEE ARCH 2x6 PT TOP GIRT 4" MAX 2x6 PT GIRTS
2x6 PT NAILERS BETWEEN GIRTS (3) 16d GALV (TYP) (2) 16d GALV @ 10" O.C. (TYP) 6' - 6" 1' - 10"1' - 10"2' - 0 1/2" 3/4" PLYWOOD 1 1/4" RIM JOIST WALL WALL SEE ARCH 2 HR RATED 2x6 BEARING/SHEAR
WALL 2x10 STAIR LANDING 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 Project # Date STREAM Collaborative architecture + landscape architecture dpc 123 S. Cayuga St Suite 201 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 8/2/2021
2:31:11 PMD:\D-JOBS\D-Stream\238 Dryden Rd\2018025 - 238 Dryden Rd_Structural_V21-RAM.rvt S501 FRAMING DETAILS 20201119 238 DRYDEN RD 4/21/21 VISUM DEVELOPMENT ITHACA, NY 14850 FOR
PERMIT 3/4" = 1'-0" 1 FLOOR JOISTS BEARING @ EXT WALL 3/4" = 1'-0" 2 FLOOR JOIST PARALLEL TO EXT WALL 3/4" = 1'-0" 6 TYP FLOOR DETAIL @ STEEL BEAM 3/4" = 1'-0" 3 ROOF EDGE DETAIL @
EXT BEARING WALLS 3/4" = 1'-0" 4 ROOF EDGE DETAIL @ END WALLS 1" = 1'-0" 7 MOMENT CONNECTION DETAIL 1/4" = 1'-0" 10 COLUMN SCHEDULE 1 1/2" = 1'-0" 11 STEEL COLUMN BASE PLATE 3/4" =
1'-0" 5 TYP FLOOR DETAIL @ FLOOR BEAM 3/4" = 1'-0" 8 ROOF SCREEN POST DETAIL 1" = 1'-0" 9 WALL SECTION @ STAIR LANDING REVISIONS Δ DESCRIPTION DATE AIRTIGHT DRYWALL APPROACH AIR BARRIER
IN WALL/CEILING TO BE MADE CONTINUOUS WITH GASKETS OR CAULK PRE-INSTALLATION MEETINGS • CONDUCT REGULAR SCHEDULED MEETINGS WITH FRAMERS, INSULATION INSTALLERS, DRYWALLERS, MECHANICAL
& PLUMBING CONTRACTORS, ELECTRICIANS & ANY OTHER TRADES ASSOCIATED WITH THE BUILDING ENVELOPE • INSPECT DAILY OPERATIONS WITH SUBCONTRACTORS & MAKE IMMEDIATE CORRECTIONS IN NONCONFORMING
WORK ALL WOOD FRAMED FLOORS • SEAL RIM JOIST TO MINIMIZE AIR CURRENTS AROUND FLOOR INSULATION • SEAL JOINTS BETWEEN BOTTOM PLATE AND SUBFLOOR. • SEAL JOINTS BETWEEN SHEETS OF SUBFLOOR
WITH SEALANT ALL SLAB FLOORS • SEAL ISOLATION JOINTS AND PENETRATIONS WITH A CONCRETE SEALANT SUCH AS ONE-PART URETHANE. ALL EXTERIOR WALL LOCATIONS • CAULK ALL PENETRATIONS THRU SHEATHING
• SEAL JOINTS IN AIR INFILTRATION BARRIER MEMBRANE WITH APPROVED TAPE. • CAULK BOTH SIDES OF SILL SEALER • INSTALL SEALANT AT THE TOP AND BOTTOM PLATES OF EXTERIOR WALLS SO THAT WHEN
GYPSUM BOARD IS INSTALLED IT COMPRESSES SEALANT TO FORM AN AIRTIGHT SEAL AGAINST FRAMING • USE SEALANT TO SEAL SEAMS BETWEEN GYPSUM BOARD AND ELECTRICAL BOXES. • INSTALL VAPOR RETARDER
PER DRAWINGS AND SPECIFICATIONS. OVERLAP OF MINIMUM • 1 FOOT. REPLACE DAMAGED VAPOR RETARDER. • SEAL BETWEEN THE BOTTOM PLATE AND SUBFLOOR. • SEAL AROUND WINDOW & DOOR HEADERS • SEAL
PENETRATIONS THROUGH THE TOP AND BOTTOM PLATES AT ALL AREAS FOR • PLUMBING, WIRING, AND DUCTS • SEAL WIRING TO OUTLET OPENINGS. • INSTALL GYPSUM BOARD ON WALLS & CEILINGS PRIOR TO SOFFIT
FRAMING AND FURRED • DOWN CEILING INSTALLATION. JOINTS IN CONCEALED GYPSUM BOARD TO BE 100% FIRETAPED. • WALLS TO BE PAINTED WITH IMPERMEABLE PAINT AIR SEALANT/ PEST MANAGEMENT NOTES
ALL PARTITION WALLS • SEAL GYSPUM BOARD TOP AND BOTTOM PLATE OF PARTITION WALLS • SEAL THE DUCTWORK AT INTERSECTION OF PARTITIONS AND EXTERIOR WALLS. • SEAL PENETRATIONS THROUGH TOP
AND BOTTOM PLATES FOR PLUMBING • SEAL WIRING TO OUTLET OPENINGS. ALL EXTERIOR WINDOWS AND DOORS • FLASH WINDOWS & DOORS PER DRAWINGS. • SEAL DRYWALL EDGES TO FRAMING OR JAMBS FOR WINDOWS
AND DOORS. • FILL SHIM SPACE WITH FOAM BACKER ROD AND CAULK (PREFERRED) OR LO EXPANDING SPRAY FOAM SEALANT. • CAULK WINDOW AND DOOR TRIM TO DRYWALL WITH CLEAR OR PAINTABLE SEALANT.
ALL CEILINGS • FOLLOW STANDARD FINISHING TECHNIQUES TO SEAL JUNCTIONS AND JOINTS BETWEEN CEILING AND WALLS. • WHENEVER POSSIBLE, USE CONTINUOUS DRYWALL SHEETS FOR CEILING AND WALLS
IN ORDER TO MINIMIZE JOINTS THAT NEED TO BE SEALED • SEAL PENETRATIONS IN CEILING FOR WIRING, PLUMBING, DUCTS, ATTIC ACCESS OPENINGS • CEILINGS TO BE PAINTED WITH IMPERMEABLE PAINT.
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 12" = 1'-0"
8/2/2021 2:07:36 PMC:\Users\Brandon\Documents\2018025 - 238 Dryden Rd_brandon@streamcolab.com.rvt A001 AIR SEALING DETAILS 2018025 238 DRYDEN RD 8/2/2021 VISUM DEVELOPMENT ITHACA, NY
14850 FOR PERMIT REVISIONS Δ DESCRIPTION DATE 06 11 00.D8 P1 06 11 00.F7 P2 06 11 00.F7 P3 06 11 00.F7 P4 09 29 00.D12 06 11 00.D8 P5 06 16 00.F2 06 16 00.F2 09 29 00.D11 09 29 00.D11
09 29 00.D11 09 29 00.D11 06 11 00.D8 P1A 09 29 00.D11 06 11 00.F7 P2A 09 29 00.D11 09 29 00.D12 09 29 00.D12 09 29 00.D12 09 29 00.D12 09 81 00.A4 09 29 00.D12 06 16 00.F2 09 81 00.A409
81 00.A4 09 81 00.A4 09 81 00.A4 09 81 00.A4 09 81 00.A4 03 11 19.A3 07 13 00.A3 F1 07 24 00.A1 09 29 00.D11 03 11 19.A3 F2 WHERE OCCURS ABOVE GRADE 09 29 00.D11 03 11 19.A3 F3 F4 04
22 00.A16 04 21 13.A1 04 21 13.B2 09 29 00.M1 09 29 00.K1 NOT USED E1 06 16 00.F12 06 11 00.B3 09 29 00.D11 04 21 13.A1 04 21 13.B2 09 29 00.M1 07 26 00.A3 07 26 00.A1 07 21 00.A8 06
11 00.G1 06 16 00.F12 06 11 00.B3 07 46 23.C1 E3 09 29 00.D11 07 26 00.A3 07 26 00.A1 07 21 00.A8 06 11 00.G1 E4 06 16 00.F12 06 11 00.B3 07 46 23.C1 09 29 00.D12 07 26 00.A3 07 21
00.A8 06 11 00.G1 07 26 00.A1 06 16 00.D17 06 11 00.B3 07 46 23.C1 E3A 09 29 00.D11 07 26 00.A3 07 26 00.A1 07 21 00.A8 06 11 00.G1 INTERTEK LPB/WPPS-60-01 , 1-HR. INTERTEK LPB/WPPS-60-01
, 1-HR. E4A 06 16 00.D17 06 11 00.B3 07 46 23.C1 09 29 00.D12 07 26 00.A3 07 21 00.A8 06 11 00.G1 07 26 00.A1 06 16 00.F12 06 11 00.B3 07 46 23.C1 E2 09 29 00.D11 07 26 00.A3 07 26
00.A1 07 21 00.A8 06 11 00.G1 UL U301, 2-HR. UL U301, 2-HR. UL U301, 2-HR. P9 2 1/2" 'C-H' STUD 09 29 00.D12 09 29 00.F1 UL U415, 2-HR. P8 09 29 00.D11 09 29 00.D11 09 29 00.L3 09 81
00.A5 INTERTEK LPB/WPPS-60-01 , 1-HR. UL W408 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 3/4" = 1'-0" 8/2/2021 2:07:37 PMC:\Users\Brandon\Documents\2018025 - 238 Dryden Rd_brandon@streamcolab.com.rvt A002 WALL TYPES, NOTES & SYMBOLS 2018025
238 DRYDEN RD 8/2/2021 VISUM DEVELOPMENT ITHACA, NY 14850 FOR PERMIT WALL TYPE SCHEDULE MARK WIDTH TYPE FIRE TESTING FIRE RATING INTERIOR FIRE RATED EXTERIOR R-VALUE STC RATING COMMENTS
E1 10 13/16" E1 - EXTERIOR 2X8 SHEAR- THIN BRICK INTERTEK LPB/WPPS-60-01 1HR. 30 E2 10 1/16" E2 - EXTERIOR 2X8 2HR SHEAR- FIBER CEMENT LAP UL W408 2HR. 1HR. 30 E3 9 7/16" E3 - EXTERIOR
2X8 SHEAR- FIBER CEMENT LAP INTERTEK LPB/WPPS-60-01 1HR. 1HR. 30 E3A 9 7/16" E3A - EXTERIOR 2X8 SHEAR- FIBER CEMENT LAP 30 E4 9 1/2" E4 - EXTERIOR 2X8 - CORRUGATED INTERTEK LPB/WPPS-60-01
1HR. 1HR. 30 E4A 9 1/2" E4A - EXTERIOR 2X8 - CORRUGATED 30 F1 1' - 2 3/8" F1 13" ICF W/ 8" CORE + 5/8GWB INTERTEK FBX/ICF 240-01 4HR. 24 F2 1' - 4 1/8" F2 13" ICF W/ 8" CORE + 5/8 GWB
THIN BRICK INTERTEK FBX/ICF 240-01 4HR. 24 F4 8" 8" CONC 2HR. P1 4 3/4" P1 - INTERIOR 4 3/4" WALL 1HR. P1A 4 1/8" P1A - INTERIOR 4 1/8" WALL FURRED P2 6 3/4" P2 - INTERIOR 6 3/4" WALL
1HR. P4 8" P4 - INTERIOR 2X6 2 HR WALL UL 301 2HR. 52 P8 8 3/8" P8 - INTERIOR DEMISE WALL UL U344 1HR. 52 STC PER USG DESIGN USG-810218 P9 3 3/4" P9 - INTERIOR 3 3/4" SHAFT WALL 2-HR-UL
U415 UL U415 2HR. R1 1 1/2" APPLIANCE END PANEL 3/4" = 1'-0" WALL TYPES REFERENCE KEYNOTES KEY NOTE 03 11 19.A3 ICF STRAIGHT BLOCK, 8” CORE 03 21 00.A3 #5 REBAR 03 21 00.F2 (3) #5 REBAR
CONTINUOUS 03 31 00.J5 4" CAST-IN-PLACE CONCRETE SLAB WITH 6x6 W2.9 x W2.9 03 31 00.O3 8" INSULATED CONCRETE FORM 04 21 13.A1 THIN BRICK VENEER – MODULAR 04 21 13.B2 THIN SET SYSTEM
04 22 00.A16 8" x 8" x 16" CMU - 2 CORE 05 05 23.B2 5/8" A325 BOLT 05 05 23.E3 5/8" HOOKED ANCHOR BOLT 05 12 00.M0 W SHAPE 06 11 00.A9 2X NAILER 06 11 00.B3 1x3 PT FURRING STRIPS AT
16” O.C. 06 11 00.B9 TREATED 1x6 06 11 00.D1 2x4 06 11 00.D8 2x4 STUDS AT 16" O.C. 06 11 00.F7 2x6 STUDS AT 16" O.C. 06 11 00.G1 2x8 06 11 00.G16 2x6 RAFTER TAILS AT 16" O.C. 06 11
00.H4 2x10 JOISTS AT 16" O.C. 06 16 00.A1 1/4" GYPSUM SHEATHING 06 16 00.A4 5/8" GYPSUM SHEATHING 06 16 00.D11 3/4" PLYWOOD 06 16 00.D17 7/16" ZIP SYSTEM 06 16 00.F2 OSB SHEATHING –
7/16” 06 16 00.F12 OSB SHEATHING – FIRE RATED – 7/16” 06 17 00 SHOP-FABRICATED STRUCTURAL WOOD 06 17 00.C2 WOOD I JOIST - 1 3/4" x 11 7/8" 06 17 00.C4 WOOD I JOIST - 16" 06 22 00.A2
1x2 WOOD TRIM 06 22 00.A4 1x4 WOOD TRIM 06 22 00.A6 1x6 WOOD TRIM 06 22 00.A7 1x8 WOOD TRIM 06 22 00.A8 1x10 WOOD TRIM 07 13 00.A3 BITUMINOUS SHEET WATERPROOFING 07 21 00.A3 R-15 UNFACED
BATT INSULATION - MINERAL WOOL 07 21 00.A8 R-30 UNFACED BATT INSULATION - MINERAL WOOL 07 21 00.B4 2" XPS RIGID INSULATION 07 21 00.F1 R-18 CLOSED CELL SPRAY POLYURETHANE FOAM 07 21
00.F2 R-30 CLOSED CELL SPRAY POLYURETHANE FOAM 07 21 00.F5 R-49 CLOSED CELL SPRAY POLYURETHANE FOAM 07 22 00.A2 TAPERED RIGID POLYISOCYANURATE INSULATION 07 24 00.A1 EIFS ON INSULATION
BOARD 07 26 00.A1 BUILDING PAPER/FELT 07 26 00.A3 CLASS I VAPOR BARRIER 07 26 00.A5 CLASS III VAPOR RETARDER 07 27 00.A1 SILL SEALER 07 46 00.B4 WOOD COMPOSITE TRIM – 1x8 07 46 00.B8
WOOD COMPOSITE TRIM – 5/4x6 07 46 23.C1 FIBER CEMENT LAP SIDING 07 46 23.C2 FIBER CEMENT PANEL SIDING 07 53 00.A2 EPDM ROOFING 07 62 00.A2 ALUMINUM FLASHING 07 62 00.H34 4" x 4" RECTANGULAR
GUTTER 07 84 00.A1 2X FIRE STOPPING 07 92 00.A1 SEALANT – TYPE 1 (SILICONE, EXTERIOR) 07 92 00.A5 SEALANT – TYPE 5 (LATEX, INTERIOR) 07 92 00.A6 SEALANT – TYPE 6 (LATEX, ACOUSTICAL,
FIRE RATED) 07 92 00.B2 BACKER ROD AND SEALANT 09 29 00.D11 5/8" TYPE "X" GYPSUM WALLBOARD 09 29 00.D12 2 LAYERS 5/8" TYPE "X" GYPSUM BOARD 09 29 00.F1 1" GYPSUM WALLBOARD 09 29 00.K1
1/2" FURRING CHANNEL 09 29 00.L3 RC-3 RESILIENT CHANNEL – ‘WHISPERCLIP’ WITH HAT CHANNEL 09 29 00.M1 CEMENTITIOUS BACKER BOARD 09 65 00.A1 RESILIENT FLOORING 09 81 00.A4 3 1/2" SOUND
ATTENUATION BATT 09 81 00.A5 5 1/2" SOUND ATTENUATION BATT 31 05 19.A1 FILTER MAT 31 23 00.B1 GRAVEL 31 23 00.B2 COMPACTED GRAVEL SUB-BASE 33 46 00.A3 6" PERFORATED PVC PIPE REVISIONS
Δ DESCRIPTION DATE 101 SF+/ELEC. 81 SF+/SPRINKLER 152 SF+/STORAGE 712 SF+/UNIT 152 SF+/STAIRS 64 SF+/PACKAGE RM 140 SF+/BIKE RM 109 SF+/TRASH 46 SF+/MECH. 124 SF+/CORRIDOR 2 216 SF+/CORRIDOR
1 744 SF+/UNIT 1B 291 SF+/STAIRS 974 SF+/UNIT 1A 974 SF+/UNIT 2A 291 SF+/STAIRS 787 SF+/UNIT 2B 787 SF+/UNIT 3B 291 SF+/STAIRS 973 SF+/UNIT 3A 794 SF+/UNIT 4B 291 SF+/STAIRS 990 SF+/UNIT
4A 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 1/8"
= 1'-0" 8/2/2021 2:07:41 PMC:\Users\Brandon\Documents\2018025 - 238 Dryden Rd_brandon@streamcolab.com.rvt A003 AREA PLANS 2018025 238 DRYDEN RD 8/2/2021 VISUM DEVELOPMENT ITHACA, NY
14850 FOR PERMIT AREA SCHEDULE (Gross Building) Level Name Area Space Type Beds BASEMENT SLAB BASEMENT SLAB UNIT 712 SF Amenity 0 BASEMENT SLAB STORAGE 152 SF Amenity 0 BASEMENT SLAB
BIKE RM 140 SF Amenity 0 BASEMENT SLAB PACKAGE RM 64 SF Amenity 0 BASEMENT SLAB STAIRS 152 SF Circulation 0 BASEMENT SLAB SPRINKLER 81 SF Utility 0 BASEMENT SLAB ELEC. 101 SF Utility
0 BASEMENT SLAB TRASH 109 SF Amenity 0 BASEMENT SLAB MECH. 46 SF (none) BASEMENT SLAB CORRIDOR 2 124 SF Circulation 0 BASEMENT SLAB CORRIDOR 1 216 SF Circulation 0 BASEMENT SLAB: 11
1897 SF 0 1ST SUB FLOOR 1ST SUB FLOOR UNIT 1A 974 SF 2 Bedroom 2 1ST SUB FLOOR UNIT 1B 744 SF 2 Bedroom 2 1ST SUB FLOOR STAIRS 291 SF Circulation 0 1ST SUB FLOOR: 3 2009 SF 4 2ND SUB
FLOOR 2ND SUB FLOOR UNIT 2A 974 SF 2 Bedroom 2 2ND SUB FLOOR STAIRS 291 SF 2 Bedroom 2 2ND SUB FLOOR UNIT 2B 787 SF Circulation 0 2ND SUB FLOOR: 3 2052 SF 4 3RD SUB FLOOR 3RD SUB FLOOR
UNIT 3B 787 SF 2 Bedroom 2 3RD SUB FLOOR STAIRS 291 SF 2 Bedroom 2 3RD SUB FLOOR UNIT 3A 973 SF Circulation 0 3RD SUB FLOOR: 3 2050 SF 4 4TH SUB FLOOR 4TH SUB FLOOR UNIT 4B 794 SF 2
Bedroom 2 4TH SUB FLOOR STAIRS 291 SF 2 Bedroom 2 4TH SUB FLOOR UNIT 4A 990 SF Circulation 0 4TH SUB FLOOR: 3 2074 SF 4 Grand total: 23 10082 SF 16 1/8" = 1'-0"1 BASEMENT - GROSS AREA
1/8" = 1'-0"2 1ST SUB FLOOR - GROSS AREA 1/8" = 1'-0"3 2ND SUB FLOOR - GROSS AREA 1/8" = 1'-0"4 3RD SUB FLOOR - GROSS AREA 1/8" = 1'-0"5 4TH SUB FLOOR - GROSS AREA REVISIONS Δ DESCRIPTION
DATE WH WH DW DW WH UP DW A2031 A202 1 A204 1 1 A301 1 A301 1 A302 1 A302 BEDROOM 2 B105 BATH B108 LIVING/ DINING B102 KITCHEN B101 BEDROOM 1 B103 CLO. B109 STAIR 1 STAIR 2 KITCHEN
A101 MECH. A109 BATH A108 BEDROOM 1 A102 CLO. A104 CLO. A103 BEDROOM 2 A105 BALCONY LIVING/ DINING A106 PATIO UNIT 1A UNIT 1B A201 1 10'-7 1/2" 5'-7 5/8" 5'-6 3/4" 8 1/4" 5'-1 1/4"4'-11
7/8"10'-0" 5'-4 3/4" 6'-1 3/4" 5'-2" 7'-7 1/4" 10'-0 7/8" 12'-5" 7'-6" 16'-2 3/8" 7'-3 3/4" 18'-0" 4'-11 7/8" 5'-0" 13'-10" 13'-0 1/2" 11'-10" 38'-8 1/2" 38'-8 1/2" B103 B101B B101A
A101A A101B A109 A102 A105 100 A102 A105A A106B A105B A106 A106A E3 P1 E3 E3 E3 E3 E3A E3A P2 P1 P1 P4 P4 P1 P1 P1 P1 P1 P1 P1 P1 E4A E4A E3A P1 UP UP DN 11'-1 1/4"4'-7 1/8"11'-1" 10'-7
1/2" 10'-1 1/4" MECH. B107 B105 59'-3 1/4" W/D W/D CLO. B106 B109 B102 B103 B102 A104 A103 5'-5 1/4" B108 B107 B105 B106 P1 4'-0 7/8" 5'-0" 6'-11 3/4" 3'-6" BATH A107 A107 A108 CLO.
B104 A106A 2'-1 1/4" 2'-3 3/4" 5'-3 5/8" 2'-10" B104 2'-11" 5'-2 1/4" 5'-5 1/4" A401 4 A401 1 A401 6 30X48 30X48 P9 2'-9 1/4" 2'-9 3/4" P1 P1 P2 P2 P1 R @ 7"18 11" TREAD A506 C1 A506
B2 REF 30X48 AREA OF ASSISTED RESCUE R @ 7"17 11" TREAD R @ 7"18 11" TREAD E3 E3A E3A F4 F4 E2 E2 E3 101 15'-3 1/2" 3'-1 1/2" 3'-10" 102 A2031 A202 1 A204 1 1 A301 1 A301 1 A302 1 A302
CORRIDOR 001 ELECTRICAL 004 SPRINKLER 005 PACKAGE RM 006 STAIR 2 A201 1 13'-9 1/2" 24'-11" 23'-2 3/8" 15'-0 7/8" 38'-3 1/4" 54'-0" VV001B 002 B002001A F1 F1 F1 P4 P4 P9 P1 F2 STORAGE
008 BIKE RM 003 10'-0" 001 003 004 005 006 9'-10 3/4" 6'-4 3/4" 6'-8 3/8" 8'-6 1/4"12'-8 1/2"9'-3 3/8" 7'-6" 40'-7 3/4" 109.83° 6'-6 3/4" CLEAR 5'-0" 4'-1 7/8" 5'-8 1/4" 6'-0 3/4" 10'-4"
CLEAR 5'-0" CLEAR 5'-0" 10'-4 1/8"9'-5" 11'-0 1/2" 30X48 11'-8 3/8" 5'-1 1/4" KITCHEN B005 BATH B007 LIVING B001 BEDROOM B002 CLOSET B003 LIN. B006 CORRIDOR 002 001A 008 B009 W D B007
B006 B002 B003 2'-1 1/4" CLOSET B004 B004 5'-7 1/4" HALL B009 CLO. B008 B008 TRASH 007 13'-9" 8'-7 3/4" 007 16'-5 7/8" VV001C VV001D VV001E 13'-7 5/8" 2'-4 3/4" 6'-6 3/4" 1'-8" MECH
009 009 160.17° E1 E1 P2 P1 P8 P8 P1 P1P2 P2 P8 P9 P4 P1 P2 P2 P2 P2 P2 P1 P1 P1 P1 P1 F1 F1 14'-8 7/8" B001 P1 1'-7 3/4" 3'-8 1/4" P2 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 1/4" = 1'-0" 8/2/2021 2:07:42 PM C :\Users\Brandon\Documents\2018025
- 238 Dryden Rd_brandon@streamcolab.com.rvt A101 FLOOR PLANS 2018025 238 DRYDEN RD 8/2/2021 VISUM DEVELOPMENT ITHACA, NY 14850 FOR PERMIT 1/4" = 1'-0"2 1ST FLOOR PLAN 1/4" = 1'-0"1
FLOOR PLAN - BASEMENT REVISIONS Δ DESCRIPTION DATE WH WH DW DW DW WH WH DW DW A2031 A202 1 A204 1 1 A301 1 A301 1 A302 1 A302 BEDROOM 2 B205 BALCONY LIVING/ DINING B202 KITCHEN B201
BEDROOM 1 B203 STAIR 2STAIR 1 CLO. B209 BATH B208 CLO. A209 KITCHEN A201 LIVING/ DINING A206 BATH A208 BEDROOM 1 A202 CLO. A204 CLO. A203 BEDROOM 2 A205 BALCONY UNIT 2B UNIT 2A A201
1 B201B B201A A201A A201B A209 A202 B203 B208 A202 A207 A206B A205A A205B A206 A206A 200 E3 E3 P1 E3 E3 E3A P1 E3A P1 P2 P1 P1 P1 P4 P4 P1 P1 P1 P1 P1 P1 E4A E4 E3A UP DN UP DN MECH.
B207 CLO. B206 B202 B202 B205 B209 B203 B205 B206 B207B208 BATH A207 A203 A204 A205 A207 A208 CLO. B204 B204 A206A 30X48 P9 R @ 7"18 11" TREAD R @ 7"18 11" TREAD P9 R @ 7" 18 11" TREAD
R @ 7"18 11" TREAD 2'-8" 2'-10" A2031 A202 1 A204 1 1 A301 1 A301 1 A302 1 A302 UNIT 3A UNIT 3B LIVING/ DINING B302 KITCHEN B301 BEDROOM 1 B303 CLO. B309 BATH B308 BEDROOM 2 B305 BALCONY
STAIR 1 STAIR 2 KITCHEN A301 LIVING/ DINING A306 BEDROOM 1 A302 CLO. A304 CLO. A303 BEDROOM 2 A305 BATH A307 CLO. A309 BALCONY BATH A308 A201 1 W/D B303 B301B B301A A301A A301B B309
A309 A302 B303 B308 A302 A307 A305A A305B A306 A306A 300 E3 E3 P1 E3 E3 P1 E3A P1 P2 P1 P1 P4 P4 P1 P1 P1 P1 P1 P1 P1 E4A E4 E3A UP DN UP DN W/D MECH. B307 B302 B302 B305 CLO. B304
CLO. B306 B305 B306 B307 B308 A308 A307 A303 A304 A305 A306B A306A B304 30X48 P9R @ 7"18 11" TREAD R @ 7"18 11" TREAD R @ 7"18 11" TREAD R @ 7"18 11" TREAD P9 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 1/4" = 1'-0" 8/2/2021 2:07:44
PM C :\Users\Brandon\Documents\2018025 - 238 Dryden Rd_brandon@streamcolab.com.rvt A102 FLOOR PLANS 2018025 238 DRYDEN RD 8/2/2021 VISUM DEVELOPMENT ITHACA, NY 14850 FOR PERMIT 1/4"
= 1'-0"1 2ND FLOOR PLAN 1/4" = 1'-0"2 FLOOR PLAN - 3RD FLOOR REVISIONS Δ DESCRIPTION DATE WH WH DW DW A2031 A202 1 A204 1 1 A301 1 A301 1 A302 1 A302 BALCONY BEDROOM 2 B405 BATH B408
LIVING/ DINING B402 KITCHEN B401 BEDROOM 1 B403 CLO. B409 STAIR 1 STAIR 2 CLO. A409 LIVING/ DINING A406 KITCHEN A401 BEDROOM 1 A402 CLO. A403 BEDROOM 2 A405 BATH A407 BALCONY UNIT 4A
UNIT 4B A201 1 B403 B401B B401A A401A A401B A409 A402 B403 B408 A402 A407 A406B A405A A406 A406A 400 E4 E4 E4 E4 E4 E4A P1 E4A P1 P2 P1 P1 P1 P4 P4 P1 P1 P1 P1 P1 P1 P1 E4A E4 DNDN
CLO. A404 MECH. B407 A405B B402 B402 B405 B409 W/D CLO. B406 BATH A408 B405 B406 B407 B408 A408 A407 A405 A404 A403 CLO. B404 A406A B404 30X48 P9 P2 R @ 7"18 11" TREAD E4A R @ 7"18
11" TREADP9 P1 P1 1 A301 1 A301 1 A302 1 A302 DOWNSPOUT DOWNSPOUT DOWNSPOUT DOWNSPOUT 6FT TALL WOOD SCREENING 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 1/4" = 1'-0" 8/2/2021 2:07:45 PM C :\Users\Brandon\Documents\2018025 - 238 Dryden
Rd_brandon@streamcolab.com.rvt A103 FLOOR PLANS 2018025 238 DRYDEN RD 8/2/2021 VISUM DEVELOPMENT ITHACA, NY 14850 FOR PERMIT 1/4" = 1'-0"1 FLOOR PLAN - 4TH FLOOR 1/4" = 1'-0"2 ROOF
PLAN REVISIONS Δ DESCRIPTION DATE SPRINKLER 005 ELECTRICAL 004 STORAGE 008 CORRIDOR 001 STAIR 2 PACKAGE RM 006 BIKE RM 003 8' - 4" CORRIDOR 002 HALL B009 BATH B007 LIVING B001 KITCHEN
B005 BEDROOM B002 TRASH 007 8' - 4" 8' - 4" BEDROOM 2 B105 BEDROOM 1 B103 LIVING/ DINING B102 KITCHEN B101 BATH B108 MECH. B107 CLO. B106 CLO. B104 STAIR 1 MECH. A109 KITCHEN A101 LIVING/
DINING A106 BEDROOM 1 A102 BATH A108 BATH A107 BEDROOM 2 A105 CLO. A104 CLO. A103 CLO. B109 8' - 0" 8' - 0" 8' - 11" 8' - 0" 8' - 0" 8' - 11" 8' - 11" 8' - 11" 8' - 11" 8' - 0" 8' -
11" 8' - 0" 8' - 11" 8' - 11" 8' - 0" STAIR 2 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 1/4" = 1'-0" 8/2/2021 2:07:47 PM C :\Users\Brandon\Documents\2018025 - 238 Dryden Rd_brandon@streamcolab.com.rvt A104 BASEMENT AND 1ST RCP 2018025
238 DRYDEN RD 8/2/2021 VISUM DEVELOPMENT ITHACA, NY 14850 FOR PERMIT 1/4" = 1'-0"B1 RCP -BASEMENT 1/4" = 1'-0"D1 RCP - 1ST FLOOR REVISIONS Δ DESCRIPTION DATE BEDROOM 2 B205 CLO. B206
BEDROOM 1 B203 CLO. B204 STAIR 2 STAIR 1 BATH B208 MECH. B207 LIVING/ DINING B202 KITCHEN B201 KITCHEN A201 LIVING/ DINING A206 BEDROOM 1 A202 CLO. A203CLO. A204 BEDROOM 2 A205 BATH
A207 BATH A208 CLO. A209 CLO. B209 LIVING/ DINING B302 KITCHEN B301 BATH B308 MECH. B307 CLO. B306 BEDROOM 2 B305 BEDROOM 1 B303 STAIR 2STAIR 1 KITCHEN A301 LIVING/ DINING A306 BEDROOM
1 A302 CLO. A303 CLO. A304 BEDROOM 2 A305 BATH A307 BATH A308 CLO. A309 CLO. B309 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 1/4" = 1'-0" 8/2/2021 2:07:48 PM C :\Users\Brandon\Documents\2018025 - 238 Dryden Rd_brandon@streamcolab.com.rvt
A105 2ND AND 3RD FLOOR RCP 2018025 238 DRYDEN RD 8/2/2021 VISUM DEVELOPMENT ITHACA, NY 14850 FOR PERMIT 1/4" = 1'-0"B1 RCP - 2ND FLOOR 1/4" = 1'-0"D1 RCP - 3RD FLOOR REVISIONS Δ DESCRIPTION
DATE CLO. B406 BEDROOM 2 B405 BEDROOM 1 B403 CLO. B404 LIVING/ DINING B402 KITCHEN B401 BATH B408 MECH. B407 CLO. B409 CLO. A409 KITCHEN A401 BEDROOM 1 A402 BEDROOM 2 A405 CLO. A403
CLO. A404 LIVING/ DINING A406 BATH A407 BATH A408 STAIR 1 STAIR 2 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 1/4" = 1'-0" 8/2/2021 2:07:48 PM C :\Users\Brandon\Documents\2018025 - 238 Dryden Rd_brandon@streamcolab.com.rvt A106 4TH FLOOR
RCP 2018025 238 DRYDEN RD 8/2/2021 VISUM DEVELOPMENT ITHACA, NY 14850 FOR PERMIT 1/4" = 1'-0"B1 RCP - 4TH FLOOR REVISIONS Δ DESCRIPTION DATE 1ST SUB FLOOR 792.25' BASEMENT SLAB 782.34'
2ND SUB FLOOR 802.75' 3RD SUB FLOOR 813.25' 4TH SUB FLOOR 823.75' METAL CORRUGATED SIDING FIBER CEMENT LAP SIDING WOOD SLAT METAL PANEL METAL COLUMN THIN BRICK 9'-10 1/2"1 0'-6"1 0'-6"1
0'-6"9 '-11" AVERAGE GRADE PLANE 789.08' ROOF 833.63' 44'-6 5/8" 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 1/4" = 1'-0" 8/2/2021 2:08:02 PM C :\Users\Brandon\Documents\2018025 - 238 Dryden Rd_brandon@streamcolab.com.rvt A201 ELEVATION
2018025 238 DRYDEN RD 8/2/2021 VISUM DEVELOPMENT ITHACA, NY 14850 FOR PERMIT1/4" = 1'-0"1 ELEVATION - SOUTH REVISIONS Δ DESCRIPTION DATE 1ST SUB FLOOR 792.25' 2ND SUB FLOOR 802.75'
3RD SUB FLOOR 813.25' 4TH SUB FLOOR 823.75' AVERAGE GRADE PLANE 789.08' ROOF 833.63' 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 1/4" = 1'-0" 8/2/2021 2:08:27 PM C :\Users\Brandon\Documents\2018025 - 238 Dryden Rd_brandon@streamcolab.com.rvt
A202 ELEVATION 2018025 238 DRYDEN RD 8/2/2021 VISUM DEVELOPMENT ITHACA, NY 14850 FOR PERMIT 1/4" = 1'-0"1 ELEVATION - NORTH REVISIONS Δ DESCRIPTION DATE 1ST SUB FLOOR 792.25' 2ND SUB
FLOOR 802.75' 3RD SUB FLOOR 813.25' 4TH SUB FLOOR 823.75' AVERAGE GRADE PLANE 789.08' ROOF 833.63' 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 1/4" = 1'-0" 8/2/2021 2:08:54 PM C :\Users\Brandon\Documents\2018025 - 238 Dryden Rd_brandon@streamcolab.c
om.rvt A203 ELEVATION 2018025 238 DRYDEN RD 8/2/2021 VISUM DEVELOPMENT ITHACA, NY 14850 FOR PERMIT 1/4" = 1'-0"1 ELEVATION - EAST REVISIONS Δ DESCRIPTION DATE 1ST SUB FLOOR 792.25' 2ND
SUB FLOOR 802.75' 3RD SUB FLOOR 813.25' 4TH SUB FLOOR 823.75' AVERAGE GRADE PLANE 789.08' 60.00° 60.00° ROOF 833.63' 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 1/4" = 1'-0" 8/2/2021 2:09:21 PM C :\Users\Brandon\Documents\2018025 - 238 Dryden
Rd_brandon@streamcolab.com.rvt A204 ELEVATION 2018025 238 DRYDEN RD 8/2/2021 VISUM DEVELOPMENT ITHACA, NY 14850 FOR PERMIT 1/4" = 1'-0"1 ELEVATION - WEST REVISIONS Δ DESCRIPTION DATE
1ST SUB FLOOR 792.25' BASEMENT SLAB 782.34' 2ND SUB FLOOR 802.75' 3RD SUB FLOOR 813.25' 4TH SUB FLOOR 823.75' AVERAGE GRADE PLANE 789.08' A303 C1 A506 B1 6'-8" 6'-8" 6'-8" 10'-6" 9'-11"
ROOF 833.63' 6'-8" 6'-8" 6'-8" 6'-8" 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 1/4" = 1'-0" 8/2/2021 2:09:22 PM C :\Users\Brandon\Documents\2018025 - 238 Dryden Rd_brandon@streamcolab.com.rvt A301 BUILDING SECTION 2018025 238 DRYDEN RD 8/2/2021 VISUM
DEVELOPMENT ITHACA, NY 14850 FOR PERMIT 1/4" = 1'-0"1 BUILDING SECTION 1 REVISIONS Δ DESCRIPTION DATE 1ST SUB FLOOR 792.25' BASEMENT SLAB 782.34' 2ND SUB FLOOR 802.75' 3RD SUB FLOOR
813.25' 4TH SUB FLOOR 823.75' AVERAGE GRADE PLANE 789.08' A303 A1 8'-11" 8'-11" ROOF 833.63' 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 1/4" = 1'-0" 8/2/2021 2:09:22 PM C :\Users\Brandon\Documents\2018025 - 238 Dryden Rd_brandon@streamcolab.com.rvt
A302 BUILDING SECTION 2018025 238 DRYDEN RD 8/2/2021 VISUM DEVELOPMENT ITHACA, NY 14850 FOR PERMIT 1/4" = 1'-0"1 BUILDING SECTION 2 REVISIONS Δ DESCRIPTION DATE 1ST SUB FLOOR 792.25'
BASEMENT SLAB 782.34' 2ND SUB FLOOR 802.75' 3RD SUB FLOOR 813.25' 4TH SUB FLOOR 823.75' AVERAGE GRADE PLANE 789.08' ROOF 833.63' 1ST SUB FLOOR 792.25' BASEMENT SLAB 782.34' 2ND SUB
FLOOR 802.75' 3RD SUB FLOOR 813.25' 4TH SUB FLOOR 823.75' AVERAGE GRADE PLANE 789.08' ROOF 833.63' A504 D3 TYP. A504 C3 TYP. 1ST SUB FLOOR 792.25' BASEMENT SLAB 782.34' 2ND SUB FLOOR
802.75' 3RD SUB FLOOR 813.25' 4TH SUB FLOOR 823.75' AVERAGE GRADE PLANE 789.08' ROOF 833.63' 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 3/8" = 1'-0" 8/2/2021 2:09:23 PM C :\Users\Brandon\Documents\2018025 - 238 Dryden Rd_brandon@streamcolab.com.rvt
A303 WALL SECTIONS 2018025 238 DRYDEN RD 8/2/2021 VISUM DEVELOPMENT ITHACA, NY 14850 FOR PERMIT 3/8" = 1'-0"B1 WALL SECTION 2 3/8" = 1'-0"A1 WALL SECTION 1 3/8" = 1'-0"C1 WALL SECTION
3 REVISIONS Δ DESCRIPTION DATE DW DW A401 2 3 REF 18 30 12 36 25 24" RANGE 15 34.5 24 33 34.5 24 33 15 12 24 30 1215 30 12 30 34.5 24 27 34.5 24 5'-0" 1'-0 1/2" 3'-6" 3'-5 1/8" A401
5 REF. 30 12 24 36 25 18 30 12 24" RANGE 15 34.5 24 15 30 12 33 15 12 33 34.5 24 24 30 12 30 34.5 2427 34.5 24 30X48 INSTALL BLOCKING FOR FUTURE GRAB BAR INSTALLATION- SEE DETAIL 7/A401
27" MIN 34" MAX. LAVATORY SINK COUNTER WHERE OCCURS MIN 15" LAV AS SPECIFIED WATER CLOSET BACK WALL TYP. 19" TOILET PAPER DISPENSER (TPD) ROBE HOOK 48" TYP 8" 11" 6" 9" 12" MAX42" MIN
18" MIN TP MOUNT AREA WATER CLOSET SIDE WALL 18" MIN3 9" - 41" 39"-41" PAPER TOWEL DISPENSER (PTD) TO DISPENSER 48" MAX * 2'-0" LONG GRAB BAR ALLOWED PER ANSI 117.1, 1003.11.1, EXCEPTION
4 MIN. 12" MIN. 24" 1.5" DIA GRAB BAR W/ 1.5" GAP FROM WALL 33" - 36" 17" - 19" 16"-18" 1 1/2" 3'-6" 2'-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 As indicated 8/2/2021 2:09:24 PM C :\Users\Brandon\Documents\2018025 - 238 Dryden
Rd_brandon@streamcolab.com.rvt A401 ENLARGED PLANS & ELEVATIONS 2018025 238 DRYDEN RD 8/2/2021 VISUM DEVELOPMENT ITHACA, NY 14850 FOR PERMIT 1/2" = 1'-0"1 ENLARGED FLOOR PLAN - KITCHEN
UNIT A, TYP. 1/2" = 1'-0"4 ENLARGED FLOOR PLAN - KITCHEN UNIT B, TYP. 3/8" = 1'-0"2 UNIT A KITCHEN- A 3/8" = 1'-0"3 UNIT A KITCHEN- B 3/8" = 1'-0"5 UNIT B KITCHEN- A 1/2" = 1'-0"6 ENLARGED
FLOOR PLAN - TYPE A BATH, TYP. 1/2" = 1'-0"7 TYPICAL PLUMBING FIXTURES AND ACCESSORIES - TYPE 'A' ACCESSIBLE BATHS REVISIONS Δ DESCRIPTION DATE 62 82 T 102 P 82 T 102 P 62 62 62 10
2 82 62 4 2 03 21 00.A3 #5 REBAR 33 46 00.A3 6" PERFORATED PVC PIPE 07 13 00.A3 BITUMINOUS SHEET WATERPROOFING 09 29 00.D11 5/8" TYPE "X" GYPSUM WALLBOARD 09 65 00.A1 RESILIENT FLOORING
03 31 00.J5 4" CAST-IN-PLACE CONCRETE SLAB WITH 6x6 W2.9 x W2.9 07 26 00.A5 CLASS III VAPOR RETARDER 03 21 00.F2 (3) #5 REBAR CONTINUOUS 31 23 00.B1 GRAVEL31 23 00.B2 COMPACTED GRAVEL
SUB-BASE 1' - 0" 2' - 6" 1' - 0" 1' - 0" 3" DOWELS TO EXTEND 3' ABOVE FOOTING. SIZE AND SPACING TO MATCH VERTS PER FOUNDATION PLAN 03 31 00.O3 8" INSULATED CONCRETE FORM 31 05 19.A1
FILTER MAT CONNECT PERIMETER DRAINS TO STORMWATER AT STREET 07 21 00.B4 2" XPS RIGID INSULATION 06 22 00.A4 1x4 WOOD TRIM 3" 3' - 0" 1' - 0" 1' - 0" 1' - 0" 03 21 00.A3 #5 REBAR METAL
LANDSCAPE EDGING, STAKED 31 23 00.B1 GRAVEL 07 24 00.A1 EIFS ON INSULATION BOARD 1' - 0" 31 05 19.A1 FILTER MAT 06 16 00.D11 3/4" PLYWOOD 06 17 00 SHOP-FABRICATED STRUCTURAL WOOD 07
46 23.C1 FIBER CEMENT LAP SIDING 07 21 00.A3 R-15 UNFACED BATT INSULATION MINERAL WOOL 07 21 00.A3 R-15 UNFACED BATT INSULATION MINERAL WOOL 07 62 00.A2 ALUMINUM FLASHING 03 21 00.A3
#5 REBAR 06 11 00.B3 1x3 PT FURRING STRIPS AT 16” O.C. 07 27 00.A1 SILL SEALER 1/2" 05 05 23.E3 5/8" HOOKED ANCHOR BOLT SLOPE 1/8" /FT 07 13 00.A3 BITUMINOUS SHEET WATERPROOFING 07
46 00.B4 WOOD COMPOSITE TRIM – 1x8 09 29 00.L3 RC-3 RESILIENT CHANNEL – ‘WHISPERCLIP’ WITH HAT CHANNEL 06 16 00.F12 OSB SHEATHING – FIRE RATED – 7/16” STAIRWELLLIVING UNIT 09 29 00.D12
2 LAYERS 5/8" TYPE "X" GYPSUM BOARD 07 21 00.A3 R-15 UNFACED BATT INSULATION MINERAL WOOL 07 21 00.F1 R-18 CLOSED CELL SPRAY POLYURETHANE FOAM GWB CEILING 1ST SUB FLOOR SLOPE 1/8"/FT.
3'-0" LIQUID APPLIED MONOLITHIC WATERPROOFING MEMBRANE METAL FLASHING PERMITER GUTTER, INCORPORATE WITH CONC. POUR, THREE SIDES 4" 3/8" MAX. 1/2" 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 1 1/2" = 1'-0" 8/2/2021 2:09:25 PM C :\Users\Brandon\Documen
ts\2018025 - 238 Dryden Rd_brandon@streamcolab.com.rvt A501 FOUNDATION & BASEMENT DETAILS 2018025 238 DRYDEN RD 8/2/2021 VISUM DEVELOPMENT ITHACA, NY 14850 FOR PERMIT 1 1/2" = 1'-0"C1
FOOTING DETAIL 1 1/2" = 1'-0"C2 FOOTING AT INTERIOR BEARING WALL 1 1/2" = 1'-0"B2 FINISHED GRADE-GRAVEL MULCH @ BLDG. PERIMETER 1 1/2" = 1'-0"B3 FINISHED GRADE-SIDEWALK 1 1/2" = 1'-0"D1
PATIO SECTION B 1 1/2" = 1'-0"D2 FLOOR FRAMING @ 2 HR FIRE BARRIER WALL GENERAL SHEET NOTES - DETAILS 1 Refer to Specifications, DIVISION 01, for additional information and requirements.
REFERENCE KEYNOTES KEY NOTE 03 11 19.A3 ICF STRAIGHT BLOCK, 8” CORE 03 21 00.A3 #5 REBAR 03 21 00.F2 (3) #5 REBAR CONTINUOUS 03 31 00.J5 4" CAST-IN-PLACE CONCRETE SLAB WITH 6x6 W2.9
x W2.9 03 31 00.O3 8" INSULATED CONCRETE FORM 04 21 13.A1 THIN BRICK VENEER – MODULAR 04 21 13.B2 THIN SET SYSTEM 04 22 00.A16 8" x 8" x 16" CMU - 2 CORE 05 05 23.B2 5/8" A325 BOLT
05 05 23.E3 5/8" HOOKED ANCHOR BOLT 05 12 00.M0 W SHAPE 06 11 00.A9 2X NAILER 06 11 00.B3 1x3 PT FURRING STRIPS AT 16” O.C. 06 11 00.B9 TREATED 1x6 06 11 00.D1 2x4 06 11 00.D8 2x4 STUDS
AT 16" O.C. 06 11 00.F7 2x6 STUDS AT 16" O.C. 06 11 00.G1 2x8 06 11 00.G16 2x6 RAFTER TAILS AT 16" O.C. 06 11 00.H4 2x10 JOISTS AT 16" O.C. 06 16 00.A1 1/4" GYPSUM SHEATHING 06 16 00.A4
5/8" GYPSUM SHEATHING 06 16 00.D11 3/4" PLYWOOD 06 16 00.D17 7/16" ZIP SYSTEM 06 16 00.F2 OSB SHEATHING – 7/16” 06 16 00.F12 OSB SHEATHING – FIRE RATED – 7/16” 06 17 00 SHOP-FABRICATED
STRUCTURAL WOOD 06 17 00.C2 WOOD I JOIST - 1 3/4" x 11 7/8" 06 17 00.C4 WOOD I JOIST - 16" 06 22 00.A2 1x2 WOOD TRIM 06 22 00.A4 1x4 WOOD TRIM 06 22 00.A6 1x6 WOOD TRIM 06 22 00.A7
1x8 WOOD TRIM 06 22 00.A8 1x10 WOOD TRIM 07 13 00.A3 BITUMINOUS SHEET WATERPROOFING 07 21 00.A3 R-15 UNFACED BATT INSULATION - MINERAL WOOL 07 21 00.A8 R-30 UNFACED BATT INSULATION
- MINERAL WOOL 07 21 00.B4 2" XPS RIGID INSULATION 07 21 00.F1 R-18 CLOSED CELL SPRAY POLYURETHANE FOAM 07 21 00.F2 R-30 CLOSED CELL SPRAY POLYURETHANE FOAM 07 21 00.F5 R-49 CLOSED
CELL SPRAY POLYURETHANE FOAM 07 22 00.A2 TAPERED RIGID POLYISOCYANURATE INSULATION 07 24 00.A1 EIFS ON INSULATION BOARD 07 26 00.A1 BUILDING PAPER/FELT 07 26 00.A3 CLASS I VAPOR BARRIER
07 26 00.A5 CLASS III VAPOR RETARDER 07 27 00.A1 SILL SEALER 07 46 00.B4 WOOD COMPOSITE TRIM – 1x8 07 46 00.B8 WOOD COMPOSITE TRIM – 5/4x6 07 46 23.C1 FIBER CEMENT LAP SIDING 07 46
23.C2 FIBER CEMENT PANEL SIDING 07 53 00.A2 EPDM ROOFING 07 62 00.A2 ALUMINUM FLASHING 07 62 00.H34 4" x 4" RECTANGULAR GUTTER 07 84 00.A1 2X FIRE STOPPING 07 92 00.A1 SEALANT – TYPE
1 (SILICONE, EXTERIOR) 07 92 00.A5 SEALANT – TYPE 5 (LATEX, INTERIOR) 07 92 00.A6 SEALANT – TYPE 6 (LATEX, ACOUSTICAL, FIRE RATED) 07 92 00.B2 BACKER ROD AND SEALANT 09 29 00.D11 5/8"
TYPE "X" GYPSUM WALLBOARD 09 29 00.D12 2 LAYERS 5/8" TYPE "X" GYPSUM BOARD 09 29 00.F1 1" GYPSUM WALLBOARD 09 29 00.K1 1/2" FURRING CHANNEL 09 29 00.L3 RC-3 RESILIENT CHANNEL – ‘WHISPERCLIP’
WITH HAT CHANNEL 09 29 00.M1 CEMENTITIOUS BACKER BOARD 09 65 00.A1 RESILIENT FLOORING 09 81 00.A4 3 1/2" SOUND ATTENUATION BATT 09 81 00.A5 5 1/2" SOUND ATTENUATION BATT 31 05 19.A1
FILTER MAT 31 23 00.B1 GRAVEL 31 23 00.B2 COMPACTED GRAVEL SUB-BASE 33 46 00.A3 6" PERFORATED PVC PIPE 1 1/2" = 1'-0"D4 PATIO SECTION REVISIONS Δ DESCRIPTION DATE 82 T 102 P 4 2 4 2
4 2 4 2 62 62 62 4 2 42 4 2 62 82 82 82 13 82 82 6 2 6 2 82 13 62 62 82 82 82 12 2 12 2 12 2 42 82 07 92 00.A6 SEALANT – TYPE 6 (LATEX, ACOUSTICAL, FIRE RATED) 06 22 00.A4 1x4 WOOD
TRIM 07 21 00.A3 R-15 UNFACED BATT INSULATION MINERAL WOOL 07 27 00.A1 SILL SEALER ONE HOUR FLOOR/ CEILING ASSEMBLY: INTERTEK WNR FCA 60-03. STC 54 PER TJ-4035, ASSEMBLY B, TYP. ALL
FLOORS 07 46 23.C1 FIBER CEMENT LAP SIDING 09 29 00.D11 5/8" TYPE "X" GYPSUM WALLBOARD 06 16 00.D17 7/16" ZIP SYSTEM 05 05 23.E3 5/8" HOOKED ANCHOR BOLT 07 24 00.A1 EIFS ON INSULATION
BOARD 06 16 00.D11 3/4" PLYWOOD 1 5/8" 09 29 00.L3 RC-3 RESILIENT CHANNEL – ‘WHISPERCLIP’ WITH HAT CHANNEL 09 29 00.D12 2 LAYERS 5/8" TYPE "X" GYPSUM BOARD PLAN VIEW SECTION VIEW 06
11 00.D1 2x4 06 17 00.C4 WOOD I JOIST - 16" 06 16 00.D11 3/4" PLYWOOD 06 17 00.C2 WOOD I JOIST - 1 3/4" x 11 7/8" 05 12 00.M0 W SHAPE 06 11 00.A9 2X NAILER 06 16 00.D11 3/4" PLYWOOD
07 92 00.A6 SEALANT – TYPE 6 (LATEX, ACOUSTICAL, FIRE RATED) PROVIDE 5/8" TYPE 'X' GWB AT SOFFIT ENDS 07 92 00.A6 SEALANT – TYPE 6 (LATEX, ACOUSTICAL, FIRE RATED) 09 29 00.D12 2 LAYERS
5/8" TYPE "X" GYPSUM BOARD MIN. 1/2" 6" WRB TAPE, ADHERE TO SHEATHING AND LAP OVER FIBER CEMENT BELOW BENJAMIN OBDYKE COUGAR LP CUT TO +/-5" STRIPS, ATTACH TO RAINSCREEN FURRING AND
LAP OVER FIBER CEMENT SIDING BELOW 1 3 HORIZONTAL FIRE BLOCKING AT RAINSCREEN, ALIGN WITH 3RD FLOOR FRAMING 07 46 23.C1 FIBER CEMENT LAP SIDING 06 11 00.B3 1x3
PT FURRING STRIPS AT 16” O.C. 06 16 00.D17 7/16" ZIP SYSTEM 07 92 00.A6 SEALANT – TYPE 6 (LATEX, ACOUSTICAL, FIRE RATED) 4TH FL. 09 29 00.L3 RC-3 RESILIENT CHANNEL – ‘WHISPERCLIP’ WITH
HAT CHANNEL 09 29 00.D11 5/8" TYPE "X" GYPSUM WALLBOARD PROVIDE HORIZONTAL BLOCKING AT 3RD FLOOR A502 D4 DOUBLE TOP PLATE AT INTERIOR PARTIRIONS. TYPICAL 07 92 00.A6 SEALANT – TYPE
6 (LATEX, ACOUSTICAL, FIRE RATED) SLOPE 1/4"/FT, MIN.06 11 00.G16 2x6 RAFTER TAILS AT 16" O.C. 06 16 00.F12 OSB SHEATHING – FIRE RATED – 7/16” 07 22 00.A2 TAPERED RIGID POLYISOCYANURATE
INSULATION 07 53 00.A2 EPDM ROOFING 07 21 00.F5 R-49 CLOSED CELL SPRAY POLYURETHANE FOAM 07 62 00.H34 4" x 4" RECTANGULAR GUTTER 07 46 00.B4 WOOD COMPOSITE TRIM – 1x8 09 29 00.D12 2
LAYERS 5/8" TYPE "X" GYPSUM BOARD 1' - 6" FIRE RATED 06 16 00.A1 1/4" GYPSUM SHEATHING 3"5 "1 0" 6 3/4" 2'-6" 06 16 00.D17 7/16" ZIP SYSTEM 07 21 00.F2 R-30 CLOSED CELL SPRAY POLYURETHANE
FOAM 09 29 00.D12 2 LAYERS 5/8" TYPE "X" GYPSUM BOARD 07 92 00.A6 SEALANT – TYPE 6 (LATEX, ACOUSTICAL, FIRE RATED) 07 92 00.A6 SEALANT – TYPE 6 (LATEX, ACOUSTICAL, FIRE RATED) 07 92
00.A6 SEALANT – TYPE 6 (LATEX, ACOUSTICAL, FIRE RATED) REFER TO EPDM MANUFACTURERS DETAIL FOR REQUIRED FLASHING 1'-4" 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 As indicated 8/2/2021 2:09:25 PM C :\Users\Brandon\Documents\2018025 - 238 Dryden
Rd_brandon@streamcolab.com.rvt A502 DETAILS 2018025 238 DRYDEN RD 8/2/2021 VISUM DEVELOPMENT ITHACA, NY 14850 FOR PERMIT 1 1/2" = 1'-0"B1 FLOOR FRAMING-1ST FLOOR AT FIBER CEMENT SIDING
1 1/2" = 1'-0"C1 FLOOR FRAMING- BRIDGING DETAIL 1 1/2" = 1'-0"A1 FLOOR FRAMING- STEEL BEAM SECTION 1 1/2" = 1'-0"D1 FLOOR FRAMING AT SOFFIT 6" = 1'-0"D4 RAINSCREEN KICKOUT FLASHING
DETAIL GENERAL SHEET NOTES - DETAILS 1 Refer to Specifications, DIVISION 01, for additional information and requirements. REFERENCE KEYNOTES KEY NOTE 03 11 19.A3 ICF STRAIGHT BLOCK,
8” CORE 03 21 00.A3 #5 REBAR 03 21 00.F2 (3) #5 REBAR CONTINUOUS 03 31 00.J5 4" CAST-IN-PLACE CONCRETE SLAB WITH 6x6 W2.9 x W2.9 03 31 00.O3 8" INSULATED CONCRETE FORM 04 21 13.A1 THIN
BRICK VENEER – MODULAR 04 21 13.B2 THIN SET SYSTEM 04 22 00.A16 8" x 8" x 16" CMU - 2 CORE 05 05 23.B2 5/8" A325 BOLT 05 05 23.E3 5/8" HOOKED ANCHOR BOLT 05 12 00.M0 W SHAPE 06 11 00.A9
2X NAILER 06 11 00.B3 1x3 PT FURRING STRIPS AT 16” O.C. 06 11 00.B9 TREATED 1x6 06 11 00.D1 2x4 06 11 00.D8 2x4 STUDS AT 16" O.C. 06 11 00.F7 2x6 STUDS AT 16" O.C. 06 11 00.G1 2x8 06
11 00.G16 2x6 RAFTER TAILS AT 16" O.C. 06 11 00.H4 2x10 JOISTS AT 16" O.C. 06 16 00.A1 1/4" GYPSUM SHEATHING 06 16 00.A4 5/8" GYPSUM SHEATHING 06 16 00.D11 3/4" PLYWOOD 06 16 00.D17
7/16" ZIP SYSTEM 06 16 00.F2 OSB SHEATHING – 7/16” 06 16 00.F12 OSB SHEATHING – FIRE RATED – 7/16” 06 17 00 SHOP-FABRICATED STRUCTURAL WOOD 06 17 00.C2 WOOD I JOIST - 1 3/4" x 11 7/8"
06 17 00.C4 WOOD I JOIST - 16" 06 22 00.A2 1x2 WOOD TRIM 06 22 00.A4 1x4 WOOD TRIM 06 22 00.A6 1x6 WOOD TRIM 06 22 00.A7 1x8 WOOD TRIM 06 22 00.A8 1x10 WOOD TRIM 07 13 00.A3 BITUMINOUS
SHEET WATERPROOFING 07 21 00.A3 R-15 UNFACED BATT INSULATION - MINERAL WOOL 07 21 00.A8 R-30 UNFACED BATT INSULATION - MINERAL WOOL 07 21 00.B4 2" XPS RIGID INSULATION 07 21 00.F1 R-18
CLOSED CELL SPRAY POLYURETHANE FOAM 07 21 00.F2 R-30 CLOSED CELL SPRAY POLYURETHANE FOAM 07 21 00.F5 R-49 CLOSED CELL SPRAY POLYURETHANE FOAM 07 22 00.A2 TAPERED RIGID POLYISOCYANURATE
INSULATION 07 24 00.A1 EIFS ON INSULATION BOARD 07 26 00.A1 BUILDING PAPER/FELT 07 26 00.A3 CLASS I VAPOR BARRIER 07 26 00.A5 CLASS III VAPOR RETARDER 07 27 00.A1 SILL SEALER 07 46
00.B4 WOOD COMPOSITE TRIM – 1x8 07 46 00.B8 WOOD COMPOSITE TRIM – 5/4x6 07 46 23.C1 FIBER CEMENT LAP SIDING 07 46 23.C2 FIBER CEMENT PANEL SIDING 07 53 00.A2 EPDM ROOFING 07 62 00.A2
ALUMINUM FLASHING 07 62 00.H34 4" x 4" RECTANGULAR GUTTER 07 84 00.A1 2X FIRE STOPPING 07 92 00.A1 SEALANT – TYPE 1 (SILICONE, EXTERIOR) 07 92 00.A5 SEALANT – TYPE 5 (LATEX, INTERIOR)
07 92 00.A6 SEALANT – TYPE 6 (LATEX, ACOUSTICAL, FIRE RATED) 07 92 00.B2 BACKER ROD AND SEALANT 09 29 00.D11 5/8" TYPE "X" GYPSUM WALLBOARD 09 29 00.D12 2 LAYERS 5/8" TYPE "X" GYPSUM
BOARD 09 29 00.F1 1" GYPSUM WALLBOARD 09 29 00.K1 1/2" FURRING CHANNEL 09 29 00.L3 RC-3 RESILIENT CHANNEL – ‘WHISPERCLIP’ WITH HAT CHANNEL 09 29 00.M1 CEMENTITIOUS BACKER BOARD 09 65
00.A1 RESILIENT FLOORING 09 81 00.A4 3 1/2" SOUND ATTENUATION BATT 09 81 00.A5 5 1/2" SOUND ATTENUATION BATT 31 05 19.A1 FILTER MAT 31 23 00.B1 GRAVEL 31 23 00.B2 COMPACTED GRAVEL SUB-BASE
33 46 00.A3 6" PERFORATED PVC PIPE 1 1/2" = 1'-0"D2 FLOOR FRAMING- 3RD & 4TH FLOOR 1 1/2" = 1'-0"B2 INTERIOR WALL FRAMING - TYPICAL 1 1/2" = 1'-0"C3 ROOF EAVE AT FLAT ROOF 1 1/2" =
1'-0"C2 ROOF PENETRATION DETAIL, TYP. REVISIONS Δ DESCRIPTION DATE 1 1/2" = 1'-0"B3 RECESSED ENTRY AT EAST SIDE 102 82 8 2 8 2 61 10 2 4 2 4 2 82 42 4 2 102 82 82 82 82 4 14 1 6 2 8
2 8 2 61 82 82 6 2 DRIP GROOVE 07 92 00.A5 SEALANT – TYPE 5 (LATEX, INTERIOR) 07 92 00.B2 BACKER ROD AND SEALANT 5 1/2" 07 46 00.B8 WOOD COMPOSITE TRIM – 5/4x6 07 92 00.B2 BACKER ROD
AND SEALANT 07 92 00.A5 SEALANT – TYPE 5 (LATEX, INTERIOR) STARTER STRIP CORAVENT SV-3 3 1/2" 07 92 00.A5 SEALANT – TYPE 5 (LATEX, INTERIOR) 07 92 00.B2 BACKER ROD AND SEALANT 07 92
00.A5 SEALANT – TYPE 5 (LATEX, INTERIOR) 07 92 00.B2 BACKER ROD AND SEALANT SUB SILL 2 06 22 00.A7 1x8 WOOD TRIM 06 22 00.A2 1x2 WOOD TRIM 07 92 00.A1 SEALANT – TYPE 1 (SILICONE, EXTERIOR)
07 92 00.B2 BACKER ROD AND SEALANT 06 22 00.A2 1x2 WOOD TRIM 06 22 00.A8 1x10 WOOD TRIM 07 92 00.B2 BACKER ROD AND SEALANT 07 92 00.A5 SEALANT – TYPE 5 (LATEX, INTERIOR) DRIP GROOVE
SUB SILL 1 07 27 00.A1 SILL SEALER SUB SILL 2 06 22 00.A7 1x8 WOOD TRIM 06 22 00.A2 1x2 WOOD TRIM 07 92 00.A1 SEALANT – TYPE 1 (SILICONE, EXTERIOR)07 92 00.B2 BACKER ROD AND SEALANT
06 16 00.D17 7/16" ZIP SYSTEM 07 46 23.C2 FIBER CEMENT PANEL SIDING 07 92 00.B2 BACKER ROD AND SEALANT 07 46 00.B8 WOOD COMPOSITE TRIM – 5/4x6 06 11 00.B9 TREATED 1x6 CORRUGATED METAL
SIDING 'J' TRIM 07 46 23.C1 FIBER CEMENT LAP SIDING 07 92 00.B2 BACKER ROD AND SEALANT SUB SILL 1 06 22 00.A7 1x8 WOOD TRIM 06 22 00.A2 1x2 WOOD TRIM SUBMIT SHOP DRAWINGS FOR ALL CUSTOM
PROFILES SUB SILL 1 SUB SILL 2 1 1/2" 1/2" 1/2"1 1/2" 2" 2" 1 1/2" 1" 4" 1" 2 1/2" 5" SUB SILL 1 06 22 00.A6 1x6 WOOD TRIM 06 22 00.A4 1x4 WOOD TRIM 07 92 00.A5 SEALANT – TYPE 5 (LATEX,
INTERIOR) 07 92 00.B2 BACKER ROD AND SEALANT 06 22 00.A7 1x8 WOOD TRIM 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 As indicated 8/2/2021 2:09:26 PM C :\Users\Brandon\Documents\2018025 - 238 Dryden Rd_brandon@streamcolab.com.rvt A503 WINDOW
DETAILS 2018025 238 DRYDEN RD 8/2/2021 VISUM DEVELOPMENT ITHACA, NY 14850 FOR PERMIT 3" = 1'-0"A3 WINDOW HEAD AT ICF3" = 1'-0"B3 WINDOW HEAD FIBER CEMENT LAP SIDING 3" = 1'-0"B2 WINDOW
JAMB AT FIBER CEMENT LAP SIDING 3" = 1'-0" A2 WINDOW JAMB AT ICF 3" = 1'-0"B1 WINDOW SILL AT FIBER CEMENT LAP SIDING 3" = 1'-0" A1 WINDOW SILL AT ICF REVEAL IN EIFS FOR IMPLIED LINTEL
3" = 1'-0"C1 WINDOW SILL AT FIBER CEMENT PANEL SIDING 3" = 1'-0"D3 WINDOW HEAD @ 4TH FLOOR 3" = 1'-0"D2 WINDOW JAMB AT 4TH FLOOR 3" = 1'-0"D1 WINDOW SILL- 4TH FLOOR 6" = 1'-0"C3 WINDOW
TRIM- SUB SILLS 3" = 1'-0"C2 WINDOW SILL AT BRICK REVISIONS Δ DESCRIPTION DATE 82 T 12 2 P T 12 2 P 82 82 82 10 2 T12 2 P 10 2 T12 2 P T12 2 P 10 2 82 82 T 12 2 P 6 2 RECOMMENDATION
PER MANUFACTURERS SIMPSON HTT4 GALVANIZED, 5/8" DIA. BOLT, 2" WASHER AND 3 1/2" SQ. X 1/4" THICK SPREADER PLATE AT RIM BOARD, WITH (18) 10dX1.5" 3"4 1/4" 07 62 00.A2 ALUMINUM FLASHING
SLOPE 1/8"/FT 2" 07 62 00.A2 ALUMINUM FLASHING 3 1/4"3 '-2 3/4" 3'-6" 05 05 23.B2 5/8" A325 BOLT DECKING PER SPEC WOOD RAILING POST 3" 1" 4" 18 GA JOISTS @ 16" OC 10" CHANNEL. SEE STRUCT
DWGS FLASH HANGER PENETRATION PER ROOF MANUF. SPEC CUSTOM STEEL ROOF EDGE W/ KYNAR FINISH AROUND TOP FLANGE OF BEAM. SCREW TO JOISTS @ 16" OC. SUPPORT ROD, SEE STRUCT. DRAWINGS SLOPE
1/4" PER FOOT SCREW FASTENERS THROUGH SHEATHING INTO WALL FRAMING, 16" OC MIN. 07 53 00.A2 06 16 00.A4 07 46 23.C2 07 46 00.B8 TERMINATION BAR AND FLASHING DETAIL PER EPDM MANUF. 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 As indicated 8/2/2021
2:09:27 PM C :\Users\Brandon\Documents\2018025 - 238 Dryden Rd_brandon@streamcolab.com.rvt A504 BALCONY & CANOPY DETAILS 2018025 238 DRYDEN RD 8/2/2021 VISUM DEVELOPMENT ITHACA, NY
14850 FOR PERMIT 1 1/2" = 1'-0"D2 BALCONY ATTACHMENT AT DRAG STRUT 3/4" = 1'-0"C3 BALCONY SECTION AT TYP. FLOOR 1 1/2" = 1'-0"D3 BALCONY POST ATTACHMENT GENERAL SHEET NOTES - DETAILS
1 Refer to Specifications, DIVISION 01, for additional information and requirements. REFERENCE KEYNOTES KEY NOTE 03 11 19.A3 ICF STRAIGHT BLOCK, 8” CORE 03 21 00.A3 #5 REBAR 03 21 00.F2
(3) #5 REBAR CONTINUOUS 03 31 00.J5 4" CAST-IN-PLACE CONCRETE SLAB WITH 6x6 W2.9 x W2.9 03 31 00.O3 8" INSULATED CONCRETE FORM 04 21 13.A1 THIN BRICK VENEER – MODULAR 04 21 13.B2 THIN
SET SYSTEM 04 22 00.A16 8" x 8" x 16" CMU - 2 CORE 05 05 23.B2 5/8" A325 BOLT 05 05 23.E3 5/8" HOOKED ANCHOR BOLT 05 12 00.M0 W SHAPE 06 11 00.A9 2X NAILER 06 11 00.B3 1x3 PT FURRING
STRIPS AT 16” O.C. 06 11 00.B9 TREATED 1x6 06 11 00.D1 2x4 06 11 00.D8 2x4 STUDS AT 16" O.C. 06 11 00.F7 2x6 STUDS AT 16" O.C. 06 11 00.G1 2x8 06 11 00.G16 2x6 RAFTER TAILS AT 16" O.C.
06 11 00.H4 2x10 JOISTS AT 16" O.C. 06 16 00.A1 1/4" GYPSUM SHEATHING 06 16 00.A4 5/8" GYPSUM SHEATHING 06 16 00.D11 3/4" PLYWOOD 06 16 00.D17 7/16" ZIP SYSTEM 06 16 00.F2 OSB SHEATHING
– 7/16” 06 16 00.F12 OSB SHEATHING – FIRE RATED – 7/16” 06 17 00 SHOP-FABRICATED STRUCTURAL WOOD 06 17 00.C2 WOOD I JOIST - 1 3/4" x 11 7/8" 06 17 00.C4 WOOD I JOIST - 16" 06 22 00.A2
1x2 WOOD TRIM 06 22 00.A4 1x4 WOOD TRIM 06 22 00.A6 1x6 WOOD TRIM 06 22 00.A7 1x8 WOOD TRIM 06 22 00.A8 1x10 WOOD TRIM 07 13 00.A3 BITUMINOUS SHEET WATERPROOFING 07 21 00.A3 R-15 UNFACED
BATT INSULATION - MINERAL WOOL 07 21 00.A8 R-30 UNFACED BATT INSULATION - MINERAL WOOL 07 21 00.B4 2" XPS RIGID INSULATION 07 21 00.F1 R-18 CLOSED CELL SPRAY POLYURETHANE FOAM 07 21
00.F2 R-30 CLOSED CELL SPRAY POLYURETHANE FOAM 07 21 00.F5 R-49 CLOSED CELL SPRAY POLYURETHANE FOAM 07 22 00.A2 TAPERED RIGID POLYISOCYANURATE INSULATION 07 24 00.A1 EIFS ON INSULATION
BOARD 07 26 00.A1 BUILDING PAPER/FELT 07 26 00.A3 CLASS I VAPOR BARRIER 07 26 00.A5 CLASS III VAPOR RETARDER 07 27 00.A1 SILL SEALER 07 46 00.B4 WOOD COMPOSITE TRIM – 1x8 07 46 00.B8
WOOD COMPOSITE TRIM – 5/4x6 07 46 23.C1 FIBER CEMENT LAP SIDING 07 46 23.C2 FIBER CEMENT PANEL SIDING 07 53 00.A2 EPDM ROOFING 07 62 00.A2 ALUMINUM FLASHING 07 62 00.H34 4" x 4" RECTANGULAR
GUTTER 07 84 00.A1 2X FIRE STOPPING 07 92 00.A1 SEALANT – TYPE 1 (SILICONE, EXTERIOR) 07 92 00.A5 SEALANT – TYPE 5 (LATEX, INTERIOR) 07 92 00.A6 SEALANT – TYPE 6 (LATEX, ACOUSTICAL,
FIRE RATED) 07 92 00.B2 BACKER ROD AND SEALANT 09 29 00.D11 5/8" TYPE "X" GYPSUM WALLBOARD 09 29 00.D12 2 LAYERS 5/8" TYPE "X" GYPSUM BOARD 09 29 00.F1 1" GYPSUM WALLBOARD 09 29 00.K1
1/2" FURRING CHANNEL 09 29 00.L3 RC-3 RESILIENT CHANNEL – ‘WHISPERCLIP’ WITH HAT CHANNEL 09 29 00.M1 CEMENTITIOUS BACKER BOARD 09 65 00.A1 RESILIENT FLOORING 09 81 00.A4 3 1/2" SOUND
ATTENUATION BATT 09 81 00.A5 5 1/2" SOUND ATTENUATION BATT 31 05 19.A1 FILTER MAT 31 23 00.B1 GRAVEL 31 23 00.B2 COMPACTED GRAVEL SUB-BASE 33 46 00.A3 6" PERFORATED PVC PIPE 1 1/2"
= 1'-0"B3 CANOPY DETAIL REVISIONS Δ DESCRIPTION DATE 4 2 4 2 12 2 12 2 122 122 122 122 12 2 8 2 8 2 8 2 62 122 2' - 8" 2' - 4" PLAN ELEVATION SELF CLOSING HINGE PER SPECS 1 1/2" X 1
1/2" X 1/8" STL. TUBE 1 1/2" X 1 1/2" X 1/8" SQ. TUBE, PAINT PER SPEC 1' - 4" 10" VARIES-SEE PLAN 11" 07 84 00.A1 RUBBER STAIR TREAD & NOSING 1/4" D1 A506 TYP. 07 84 00.A1 06 11 00.H4BEYOND
07 84 00.A1 INSTALL 18" TALL STRIPS OF WALL FINISH DURING WALL FRAMING, SEE PLAN FOR WALL TYPE WALL TYPE PER PLAN 7" 11" 1ST SUB FLOOR 792.25' 2ND SUB FLOOR 802.75' A506 D3 TYP. A506
D2 TYP. PROVIDE BLOCKING FOR HANDRAIL AS REQ'D PER IBC 1607.8 3'-0" A502 B3 1'-6" 6'-8" UP DN 1'-0"1'-0" 1'-0" 1'-0" R @ 7"17 11" TREAD R @ 7"18 11" TREAD STAIRWAY INTERRUPTION GATE
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 As indicated
8/2/2021 2:09:27 PM C :\Users\Brandon\Documents\2018025 - 238 Dryden Rd_brandon@streamcolab.com.rvt A506 STAIR DETAILS 2018025 238 DRYDEN RD 8/2/2021 VISUM DEVELOPMENT ITHACA, NY 14850
FOR PERMIT 1 1/2" = 1'-0"C1 STAIR INTERRUPTION GATE 1 1/2" = 1'-0"D1 STAIR- STRINGER AT WALL DETAIL 1 1/2" = 1'-0"D2 STAIR- TREAD & RISER DETAIL 1 1/2" = 1'-0"D3 STAIR-LANDING 3/4"
= 1'-0"B1 ENLARGED STAIR SECTION 3/4" = 1'-0"B2 ENLARGED STAIR PLAN REVISIONS Δ DESCRIPTION DATE G1A L Z F LOUVER SAFETY GLAZING NG GLAZING NOT TO EXCEED 100 SQ. IN. NOTE: SOME DOORS
MAY BE TWO LEAF PER PLANS 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 1/4" = 1'-0" 8/2/2021 2:09:28 PM C :\Users\Brandon\Documents\2018025 - 238 Dryden Rd_brandon@streamcolab.com.rvt A601 DOOR SCHEDULE 2018025 238 DRYDEN RD 8/2/2021 VISUM
DEVELOPMENT ITHACA, NY 14850 FOR PERMIT DOOR SCHEDULE MARK TYPE ROOM # ROOM NAME DESCRIPTION WIDTH HEIGHT FIRE RATING COMMENTS LIGHT VENT B207 A B207 MECH. 2-PANEL MASONITE 5' - 0"
6' - 8" B208 A B202 LIVING/ DINING 2-PANEL MASONITE 3' - 0" 6' - 8" B209 A B209 CLO. 2-PANEL MASONITE 4' - 0" 6' - 8" 3RD SUB FLOOR A301A F STAIR 1 FLUSH PANEL- METAL HOLLOW FRAME 3'
- 0" 6' - 8" 90 MIN. A301B F STAIR 2 FLUSH PANEL- METAL HOLLOW FRAME 3' - 0" 6' - 8" 90 MIN. A302 A A306 LIVING/ DINING 2-PANEL MASONITE 3' - 0" 6' - 8" A303 A A303 CLO. 2-PANEL MASONITE
2' - 8" 6' - 8" A304 A A304 CLO. 2-PANEL MASONITE 2' - 8" 6' - 8" A305 A A306 LIVING/ DINING 2-PANEL MASONITE 3' - 0" 6' - 8" A306 G1 A306 LIVING/ DINING HALF LITE SINGLE INSULATED
FIBERGLASS 3' - 0" 8' - 0" A306A A A306 LIVING/ DINING 2-PANEL MASONITE 2' - 2" 6' - 8" A307 A A307 BATH 2-PANEL MASONITE 3' - 0" 6' - 8" A308 A A308 BATH 2-PANEL MASONITE 3' - 0" 6'
- 8" A309 A A309 CLO. 2-PANEL MASONITE 5' - 0" 6' - 8" B301A F STAIR 1 FLUSH PANEL- METAL HOLLOW FRAME 3' - 0" 6' - 8" 90 MIN. B301B F STAIR 2 FLUSH PANEL- METAL HOLLOW FRAME 3' - 0"
6' - 8" 90 MIN. B302 G1 B302 LIVING/ DINING HALF LITE SINGLE INSULATED FIBERGLASS 3' - 0" 8' - 0" B303 A B301 KITCHEN 2-PANEL MASONITE 3' - 0" 6' - 8" B304 A B303 BEDROOM 1 2-PANEL
MASONITE 4' - 0" 6' - 8" B305 A B302 LIVING/ DINING 2-PANEL MASONITE 3' - 0" 6' - 8" B306 A B306 CLO. 2-PANEL MASONITE 2' - 8" 6' - 8" B307 A B307 MECH. 2-PANEL MASONITE 5' - 0" 6'
- 8" B308 A B302 LIVING/ DINING 2-PANEL MASONITE 3' - 0" 6' - 8" B309 A B309 CLO. 2-PANEL MASONITE 4' - 0" 6' - 8" 4TH SUB FLOOR A401A F STAIR 1 FLUSH PANEL- METAL HOLLOW FRAME 3' -
0" 6' - 8" 90 MIN. A401B F STAIR 2 FLUSH PANEL- METAL HOLLOW FRAME 3' - 0" 6' - 8" 90 MIN. A402 A A406 LIVING/ DINING 2-PANEL MASONITE 3' - 0" 6' - 8" A403 A A403 CLO. 2-PANEL MASONITE
2' - 8" 6' - 8" A404 A A404 CLO. 2-PANEL MASONITE 2' - 8" 6' - 8" A405 A A406 LIVING/ DINING 2-PANEL MASONITE 3' - 0" 6' - 8" A406 G1 A406 LIVING/ DINING HALF LITE SINGLE INSULATED
FIBERGLASS 3' - 0" 7' - 0" A406A A A406 LIVING/ DINING 2-PANEL MASONITE 2' - 2" 6' - 8" A407 A A407 BATH 2-PANEL MASONITE 3' - 0" 6' - 8" A408 A A401 KITCHEN 2-PANEL MASONITE 3' - 0"
6' - 8" A409 A A409 CLO. 2-PANEL MASONITE 5' - 0" 6' - 8" B401A F STAIR 1 FLUSH PANEL- METAL HOLLOW FRAME 3' - 0" 6' - 8" 90 MIN. B401B F STAIR 2 FLUSH PANEL- METAL HOLLOW FRAME 3'
- 0" 6' - 8" 90 MIN. B402 G1 B402 LIVING/ DINING HALF LITE SINGLE INSULATED FIBERGLASS 3' - 0" 7' - 0" B403 A B401 KITCHEN 2-PANEL MASONITE 3' - 0" 6' - 8" B404 A B403 BEDROOM 1 2-PANEL
MASONITE 4' - 0" 6' - 8" B405 A B402 LIVING/ DINING 2-PANEL MASONITE 3' - 0" 6' - 8" B406 A B406 CLO. 2-PANEL MASONITE 2' - 8" 6' - 8" B407 A B407 MECH. 2-PANEL MASONITE 5' - 0" 6'
- 8" B408 A B402 LIVING/ DINING 2-PANEL MASONITE 3' - 0" 6' - 8" B409 A B409 CLO. 2-PANEL MASONITE 4' - 0" 6' - 8" DOOR SCHEDULE MARK TYPE ROOM # ROOM NAME DESCRIPTION WIDTH HEIGHT
FIRE RATING COMMENTS LIGHT VENT BASEMENT SLAB 001 G 001 CORRIDOR FULL LITE STEEL DOOR 3' - 0" 7' - 0" 001A N 001 CORRIDOR FLUSH PANEL NARROW LITE- METAL HOLLOW FRAME 3' - 0" 6' - 8"
002 N 002 CORRIDOR FLUSH PANEL NARROW LITE- METAL HOLLOW FRAME 3' - 0" 6' - 8" 003 F 002 CORRIDOR FLUSH PANEL- METAL HOLLOW FRAME 3' - 0" 6' - 8" 20 MIN. 004 F 005 SPRINKLER FLUSH PANEL-
METAL HOLLOW FRAME 3' - 0" 6' - 8" 20 MIN. 005 F 005 SPRINKLER FLUSH PANEL- METAL HOLLOW FRAME 3' - 0" 6' - 8" 20 MIN. 006 F 002 CORRIDOR FLUSH PANEL- METAL HOLLOW FRAME 3' - 0" 6'
- 8" 20 MIN. 007 F 002 CORRIDOR FLUSH PANEL- METAL HOLLOW FRAME 3' - 0" 6' - 8" 20 MIN. 008 F 002 CORRIDOR FLUSH PANEL- METAL HOLLOW FRAME 3' - 0" 6' - 8" 20 MIN. 009 L 009 MECH FLUSH
PANEL HALF LOUVER- METAL HOLLOW FRAME 3' - 0" 6' - 8" B001 G B001 LIVING FULL LITE STEEL DOOR 3' - 0" 7' - 0" B002 A B001 LIVING 2-PANEL MASONITE 3' - 0" 6' - 8" B003 A B002 BEDROOM
2-PANEL MASONITE 3' - 0" 6' - 8" B004 A B004 CLOSET 2-PANEL MASONITE 3' - 0" 6' - 8" B006 A B006 LIN. 2-PANEL MASONITE 4' - 0" 6' - 8" B007 A B009 HALL 2-PANEL MASONITE 3' - 0" 6' -
8" B008 A B008 CLO. 2-PANEL MASONITE 4' - 0" 6' - 8" B009 F 002 CORRIDOR FLUSH PANEL- METAL HOLLOW FRAME 3' - 0" 6' - 8" 20 MIN. 1ST SUB FLOOR 100 G1 STAIR 1 HALF LITE SINGLE INSULATED
FIBERGLASS 3' - 0" 8' - 0" 101 G1 STAIR 2 HALF LITE SINGLE INSULATED FIBERGLASS 3' - 0" 8' - 0" 102 Z STAIR 2 STAIRWAY INTERRUPTION GATE 3' - 6" 2' - 10" A101A F STAIR 1 FLUSH PANEL-
METAL HOLLOW FRAME 3' - 0" 6' - 8" 90 MIN. A101B F STAIR 2 FLUSH PANEL- METAL HOLLOW FRAME 3' - 0" 6' - 8" 90 MIN. A102 A A106 LIVING/ DINING 2-PANEL MASONITE 3' - 0" 6' - 8" A103 A
A103 CLO. 2-PANEL MASONITE 2' - 8" 6' - 8" A104 A A104 CLO. 2-PANEL MASONITE 2' - 8" 6' - 8" A105 A A106 LIVING/ DINING 2-PANEL MASONITE 3' - 0" 6' - 8" A106 G1 A106 LIVING/ DINING
HALF LITE SINGLE INSULATED FIBERGLASS 3' - 0" 8' - 0" A106A A B410 WH 2-PANEL MASONITE 2' - 2" 6' - 8" A107 A A107 BATH 2-PANEL MASONITE 3' - 0" 6' - 8" A108 A A101 KITCHEN 2-PANEL
MASONITE 3' - 0" 6' - 8" A109 A A109 MECH. 2-PANEL MASONITE 5' - 0" 6' - 8" B101A F STAIR 1 FLUSH PANEL- METAL HOLLOW FRAME 3' - 0" 6' - 8" 90 MIN. B101B F STAIR 2 FLUSH PANEL- METAL
HOLLOW FRAME 3' - 0" 6' - 8" 90 MIN. B102 G1 B102 LIVING/ DINING HALF LITE SINGLE INSULATED FIBERGLASS 3' - 0" 8' - 0" B103 A B102 LIVING/ DINING 2-PANEL MASONITE 3' - 0" 6' - 8" B104
A B103 BEDROOM 1 2-PANEL MASONITE 4' - 0" 6' - 8" B105 A B102 LIVING/ DINING 2-PANEL MASONITE 3' - 0" 6' - 8" B106 A B106 CLO. 2-PANEL MASONITE 2' - 8" 6' - 8" B107 A B107 MECH. 2-PANEL
MASONITE 5' - 0" 6' - 8" B108 A B102 LIVING/ DINING 2-PANEL MASONITE 3' - 0" 6' - 8" B109 A B109 CLO. 2-PANEL MASONITE 4' - 0" 6' - 8" 2ND SUB FLOOR A201A F STAIR 1 FLUSH PANEL- METAL
HOLLOW FRAME 3' - 0" 6' - 8" 90 MIN. A201B F STAIR 2 FLUSH PANEL- METAL HOLLOW FRAME 3' - 0" 6' - 8" 90 MIN. A202 A A206 LIVING/ DINING 2-PANEL MASONITE 3' - 0" 6' - 8" A203 A A203
CLO. 2-PANEL MASONITE 2' - 8" 6' - 8" A204 A A204 CLO. 2-PANEL MASONITE 2' - 8" 6' - 8" A205 A A206 LIVING/ DINING 2-PANEL MASONITE 3' - 0" 6' - 8" A206 G1 A206 LIVING/ DINING HALF
LITE SINGLE INSULATED FIBERGLASS 3' - 0" 8' - 0" A206A A A206 LIVING/ DINING 2-PANEL MASONITE 2' - 2" 6' - 8" A207 A A207 BATH 2-PANEL MASONITE 3' - 0" 6' - 8" A208 A A201 KITCHEN 2-PANEL
MASONITE 3' - 0" 6' - 8" A209 A A209 CLO. 2-PANEL MASONITE 5' - 0" 6' - 8" B201A F STAIR 1 FLUSH PANEL- METAL HOLLOW FRAME 3' - 0" 6' - 8" 90 MIN. B201B F STAIR 2 FLUSH PANEL- METAL
HOLLOW FRAME 3' - 0" 6' - 8" 90 MIN. B202 G1 B202 LIVING/ DINING HALF LITE SINGLE INSULATED FIBERGLASS 3' - 0" 8' - 0" B203 A B201 KITCHEN 2-PANEL MASONITE 3' - 0" 6' - 8" B204 A B203
BEDROOM 1 2-PANEL MASONITE 4' - 0" 6' - 8" B205 A B202 LIVING/ DINING 2-PANEL MASONITE 3' - 0" 6' - 8" B206 A B206 CLO. 2-PANEL MASONITE 2' - 8" 6' - 8" REVISIONS Δ DESCRIPTION DATE
1/4" = 1'-0" DOOR TYPES 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 8/2/2021 2:09:28 PM C :\Users\Brandon\Documents\2018025 - 238 Dryden Rd_brandon@streamcolab.com.rvt A602 WINDOW SCHEDULE 2018025 238 DRYDEN RD 8/2/2021 VISUM DEVELOPMENT
ITHACA, NY 14850 FOR PERMIT WINDOW SCHEDULE MARK ROOM NUMBER ROOM NAME UNIT WIDTH UNIT HEIGHT SILL HEIGHT HEAD HEIGHT OPERATION COMMENTS FALL PROTECTION TEMPERED B105 B105 BEDROOM 2
2' - 8" 5' - 0" 3' - 0" 8' - 0" CASEMENT No BASEMENT SLAB 001A B001 LIVING 2' - 6" 5' - 0" 2' - 0" 7' - 0" CASEMENT No 001B B001 LIVING 2' - 6" 5' - 0" 2' - 0" 7' - 0" FIXED No 001C
B001 LIVING 2' - 6" 5' - 0" 2' - 0" 7' - 0" FIXED No 001D B001 LIVING 2' - 6" 5' - 0" 2' - 0" 7' - 0" FIXED No 001E B001 LIVING 2' - 6" 5' - 0" 2' - 0" 7' - 0" FIXED No B002 B002 BEDROOM
2' - 6" 5' - 0" 2' - 0" 7' - 0" CASEMENT No 1ST SUB FLOOR A102 A102 BEDROOM 1 2' - 8" 5' - 0" 3' - 0" 8' - 0" CASEMENT No A105A A105 BEDROOM 2 2' - 8" 5' - 0" 3' - 0" 8' - 0" CASEMENT
No A105B A105 BEDROOM 2 2' - 8" 5' - 0" 3' - 0" 8' - 0" CASEMENT No A106A A106 LIVING/ DINING 3' - 0" 5' - 0" 3' - 0" 8' - 0" CASEMENT No A106B A106 LIVING/ DINING 3' - 0" 5' - 0" 3'
- 0" 8' - 0" CASEMENT No B102 B102 LIVING/ DINING 2' - 8" 5' - 0" 3' - 0" 8' - 0" CASEMENT No B103 B103 BEDROOM 1 2' - 8" 5' - 0" 3' - 0" 8' - 0" CASEMENT No 2ND SUB FLOOR 200 STAIR
1 2' - 0" 4' - 0" 4' - 0" 8' - 0" FIXED No A202 A202 BEDROOM 1 2' - 8" 5' - 0" 3' - 0" 8' - 0" CASEMENT No A205A A205 BEDROOM 2 2' - 8" 5' - 0" 3' - 0" 8' - 0" CASEMENT No A205B A205
BEDROOM 2 2' - 8" 5' - 0" 3' - 0" 8' - 0" CASEMENT No A206A A206 LIVING/ DINING 3' - 0" 5' - 0" 3' - 0" 8' - 0" CASEMENT No A206B A206 LIVING/ DINING 3' - 0" 5' - 0" 3' - 0" 8' - 0"
CASEMENT No A207 A207 BATH 2' - 0" 4' - 0" 4' - 0" 8' - 0" FIXED No B202 B202 LIVING/ DINING 2' - 8" 5' - 0" 3' - 0" 8' - 0" CASEMENT No B203 B203 BEDROOM 1 2' - 8" 5' - 0" 3' - 0"
8' - 0" CASEMENT No B205 B205 BEDROOM 2 2' - 8" 5' - 0" 3' - 0" 8' - 0" CASEMENT No B208 B208 BATH 2' - 0" 4' - 0" 4' - 0" 8' - 0" FIXED No 3RD SUB FLOOR 300 STAIR 1 2' - 0" 4' - 0"
4' - 0" 8' - 0" FIXED No A302 A302 BEDROOM 1 2' - 8" 5' - 0" 3' - 0" 8' - 0" CASEMENT No A305A A305 BEDROOM 2 2' - 8" 5' - 0" 3' - 0" 8' - 0" CASEMENT No A305B A305 BEDROOM 2 2' - 8"
5' - 0" 3' - 0" 8' - 0" CASEMENT No A306A A306 LIVING/ DINING 3' - 0" 5' - 0" 3' - 0" 8' - 0" CASEMENT No A306B A306 LIVING/ DINING 3' - 0" 5' - 0" 3' - 0" 8' - 0" CASEMENT No A307
A307 BATH 2' - 0" 4' - 0" 4' - 0" 8' - 0" FIXED No B302 B302 LIVING/ DINING 2' - 8" 5' - 0" 3' - 0" 8' - 0" CASEMENT No B303 B303 BEDROOM 1 2' - 8" 5' - 0" 3' - 0" 8' - 0" CASEMENT
No B305 B305 BEDROOM 2 2' - 8" 5' - 0" 3' - 0" 8' - 0" CASEMENT No B308 B308 BATH 2' - 0" 4' - 0" 4' - 0" 8' - 0" FIXED No 4TH SUB FLOOR 400 STAIR 1 2' - 0" 4' - 0" 4' - 0" 8' - 0"
FIXED No A402 A402 BEDROOM 1 2' - 8" 4' - 10" 3' - 0" 7' - 10" CASEMENT No A405A A405 BEDROOM 2 2' - 8" 4' - 10" 3' - 0" 7' - 10" CASEMENT No A405B A405 BEDROOM 2 2' - 8" 4' - 10" 3'
- 0" 7' - 10" CASEMENT No A406A A406 LIVING/ DINING 2' - 8" 4' - 10" 3' - 0" 7' - 10" CASEMENT No A406B A406 LIVING/ DINING 2' - 8" 4' - 10" 3' - 0" 7' - 10" CASEMENT No A407 A407 BATH
2' - 0" 4' - 0" 3' - 10" 7' - 10" FIXED No B402 B402 LIVING/ DINING 2' - 8" 4' - 10" 3' - 0" 7' - 10" CASEMENT No B403 B403 BEDROOM 1 2' - 8" 4' - 10" 3' - 0" 7' - 10" CASEMENT No B405
B405 BEDROOM 2 2' - 8" 4' - 10" 3' - 0" 7' - 10" CASEMENT No B408 B408 BATH 2' - 0" 4' - 0" 3' - 10" 7' - 10" FIXED No REVISIONS Δ DESCRIPTION DATE D R Pendent Sprinkler W/Guard Check
Valve Double Check Valve OS&Y Gate Valve Upright Sprinkler W/Guard Concealed Pendent Sprinkler Dry Sidewall Sprinkler LEGEND Residential Concealed Pendent Sprinkler Pendent Sprinkler
Ball Valve or Curb Valve Butterfly Valve GENERAL 1. Provide a complete wet pipe fire sprinkler system per the latest edition of NFPA 13, 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. 3. Submit
product data for valves, sprinklers, specialties, and alarms. 4. Occupancy is light hazard. 5. Concealed spaces do not require sprinklers. 6. 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. 7. The sprinkler layout, 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. 8. Comply with NFPA 13, 13r, 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
with the city of Ithaca. 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 suspended ceiling as indicated and wherever space permits. Center sprinklers in ceiling tiles as closely as possible. Minimum distance
from grid to sprinkler is 6". 3. Provide concealed sprinklers in all finished ceilings. 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. STANDPIPES DURING CONSTRUCTION 1. In buildings required to have standpipes, not less than one standpipe shall be provided for use during construction. Such standpipes
shall be installed prior to construction exceeding 40 feet in height above the lowest level of fire department vehicle access. 2. Such standpipe shall be provided with fire department
hose connections at accessible locations adjacent to usable stairways. 3. Such standpipes shall be extended as construction progresses to within one floor of the highest point of construction
having secured decking or flooring 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 B C D 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com PERMIT SET 1/4" = 1'‐0" 4/18/2021 7:28:23 PM FP001 NOTES & LEGEND 2018025 238 DRYDEN RD 4/19/2021
VISUM DEVELOPMENT ITHACA, NY 14850 For Permit 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 inflow 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 TEST DATE: 03/31/2021 HYDRANT FLOWED: E-50 FIELD FLOW: 875 GPM CALCULATED FLOW @ 20 PSI: 1623 GPM HYDRANT GAUGED:
E-51 STATIC: 73 PSI RESIDUAL: 57 PSI HYDRANT FLOW DATA TEST DATE: 03/31/2021 HYDRANT FLOWED: E-51 FIELD FLOW: 1650 GPM CALCULATED FLOW @ 20 PSI: 2901 GPM HYDRANT GAUGED: E-50 STATIC:
74 PSI RESIDUAL: 55 PSIREVISIONS ΔDESCRIPTIONDATE HYDRANT: NEW HYDRANT STATIC: 68 PSI FIELD FLOW: 1650 GPM RESIDUAL: 45 PSI CALCULATED FLOW @ 20 PSI: 2540 GPM ESTIMATED FLOW TEST FOR
NEW HYDRANT NEAREST TO COMBINED WATER SERVICE BASED ON FLOW TESTS OF E-50 AND E-51 8' - 4" 8' - 4" 8' - 4" 8' - 4" STORAGE 008 MECH 009 BATH B007 HALL B009 CLO. B008 LIN. B006 STAIR
2 CORRIDOR 002BIKE RM 003 TRASH 007 PACKAGE RM 006 SPRINKLER 005 ELECTRICAL 004 BEDROOM B002 LIVING B001 CLOSET B004 CLOSET B003 CORRIDOR 001 KITCHEN B005 FROM COMBINED WATER SERVICE
2 FP201 1 FP201 FDC CHECK VALVE PIT NORTHERN FDC SOUTHERN FDC REFER TO 1/P201 5 FP201 OFFSET UP INTO JOIST SPACE OFFSET DOWN BELOW SLAB REFER TO 1/FP201 OFFSET UP INTO JOIST SPACE 4"
SPKW COMBINED SPRINKLER/ STANDPIPE WESTERN STANDPIPE BASEMENT SPRINKLER TO SOUTHERN FDC 9' - 0 1/2" 8' - 5 1/2" BELOW LANDING 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0"
8' - 0" 8' - 11" 8' - 11" 8' - 11" 8' - 11" 2 FP201 5 FP201 6 FP201 NORTHERN FDC 10' - 3" 9' - 7 1/2" 9' - 7 1/2" BELOW LANDING FROM ZONE CONTROL VALVE ABOVE OFFSET THROUGH FLOOR JOIST
TO CORNER OF FLOOR LANDING. HOSE VALVE ON FLOOR 1 AND 2 INTERMEDIATE LANDING. 8' - 0" 8' - 0" 8' - 11" 8' - 0" 8' - 0" 8' - 0" 8' - 11" 8' - 11" 8' - 0" 8' - 11" 8' - 0" 8' - 11" WESTERN
STANDPIPE COMBINED SPRINKLER/ STANDPIPE BEDROOM 1 B103 BEDROOM 2 B105 CLO. B106 LIVING/ DINING B102 KITCHEN B101 MECH. B107 BATH B108 52 SF CLO. B109 STAIR 1 STAIR 2 MECH. A109KITCHEN
A101 BEDROOM 1 A102 CLO. A103 CLO. A104 LIVING/ DINING A106 BATH A107 45 SF BATH A108 52 SF BEDROOM 2 A105 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 B C D 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com PERMIT SET
1/4" = 1'‐0" 4/18/2021 7:28:30 PM FP101 BASEMENT AND FIRST FLOOR SPRINKLER RCP 2018025 238 DRYDEN RD 4/19/2021 VISUM DEVELOPMENT ITHACA, NY 14850 For Permit 1/4" = 1'-0" 1 BASEMENT
REFLECTED CEILING PLAN 1/4" = 1'-0" 2 FIRST FLOOR REFLECTED CEILING PLAN REVISIONS ΔDESCRIPTIONDATE N 5 FP201 6 FP201 WESTERN STANDPIPE COMBINED SPRINKLER/ STANDPIPE KITCHEN A201 LIVING/
DINING A206 BATH A208 CLO. A209 BEDROOM 1 A202 CLO. A203 CLO. A204 BEDROOM 2 A205 STAIR 2 STAIR 1 CLO. B209 LIVING/ DINING B202 KITCHEN B201 BEDROOM 1 B203 BATH B208 BEDROOM 2 B205
BALCONY BALCONY MECH. B207 CLO. B206 BATH A207 CLO. B204 REFER TO 2/FP101 FOR TYPICAL SPRINKLER HEAD LAYOUT 5 FP201 6 FP201 WESTERN STANDPIPE COMBINED SPRINKLER/ STANDPIPE BALCONY BEDROOM
2 B305 BATH B308 LIVING/ DINING B302 KITCHEN B301 BEDROOM 1 B303 CLO. B309 STAIR 1 STAIR 2 KITCHEN A301 LIVING/ DINING A306 BATH A308 CLO. A309 BATH A307 BEDROOM 2 A305 CLO. A304 CLO.
A303 BEDROOM 1 A302 BALCONY MECH. B307 CLO. B304 CLO. B306 REFER TO 2/FP101 FOR TYPICAL SPRINKLER HEAD LAYOUT 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 B C D 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com PERMIT SET
1/4" = 1'‐0" 4/18/2021 7:28:35 PM FP102 SECOND AND THIRD FLOOR SPRINKLER RCP 2018025 238 DRYDEN RD 4/19/2021 VISUM DEVELOPMENT ITHACA, NY 14850 For Permit 1/4" = 1'-0" 1 SECOND FLOOR
REFLECTED CEILING PLAN 1/4" = 1'-0" 2 THIRD FLOOR REFLECTED CEILING PLAN REVISIONS ΔDESCRIPTIONDATE N 5 FP201 6 FP201 WESTERN STANDPIPE COMBINED SPRINKLER/ STANDPIPE UP TO ROOF LIVING/
DINING A406 KITCHEN A401 BATH A407 CLO. A409 BEDROOM 1 A402 CLO. A403 CLO. A404 BEDROOM 2 A405 BATH A408 STAIR 1STAIR 2 BEDROOM 1 B403 KITCHEN B401 LIVING/ DINING B402 CLO. B409 BATH
B408 BEDROOM 2 B405 BALCONY MECH. B407 CLO. B406 CLO. B404 UP TO ROOF 4" SPKW WESTERN STANDPIPE COMBINED SPRINKLER/ STANDPIPE TYPICAL HEATPUMP ROOF HATCH 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 B C D 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118
www.taitem.com PERMIT SET 1/4" = 1'‐0" 4/18/2021 7:28:40 PM FP103 FOURTH FLOOR SPRINKLER RCP AND ROOF PLAN 2018025 238 DRYDEN RD 4/19/2021 VISUM DEVELOPMENT ITHACA, NY 14850 For Permit
1/4" = 1'-0" 1 FOURTH FLOOR REFLECTED CEILING PLAN REVISIONS ΔDESCRIPTIONDATE 1/4" = 1'-0" 2 ROOF PLAN REFER TO 2/FP101 FOR TYPICAL SPRINKLER HEAD LAYOUT N BASEMENT SLAB -9' -11 3/64"
CORROSION RESISTANT ESCUTCHEON 5" STORZ CEMENT THRUST BLOCK TO BE SIZED PER NFPA #24 A WORKING SPACE OF NOT LESS THAN 36 INCHES (914 MM) IN WIDTH, 36 INCHES (914 MM) IN DEPTH AND 78
INCHES (1981 MM) IN HEIGHT SHALL BE PROVIDED AND MAINTAINED AROUND THE CIRCUMFERENCE OF FREE-STANDING FIRE DEPARTMENT CONNECTION. FIRE DEPARTMENT CONNECTION SHALL BE BETWEEN 36 INCHES
(914 MM) AND 48 INCHES (1218 MM) ABOVE GRADE. 2' x 2' x 4" CONCRETE PAD PROVIDE PREMANUFACTURED 2' X 3' X 4' PIT WITH MEDIUM DUTY COVER. COORDINATE LOCATION WITH ARCHITECTURAL DRAWINGS.
CHECK VALVE SUMP PUMP AND WASTE PIPING PROVIDED BY PLUMBING CONTRACTOR. TO SPRINKLER SYSTEM PILE CAP ICF WALL, SLEEVE PENETRATION 4" SPKW4" SPKW 1 / 8 " / 1 ' 0 " PROVIDE AUTOMATIC
DRAIN VALVE ON FDC SIDE OF CHECK VALVE. PROVIDE MANUAL DRAIN VALVE ON SYSTEM SIDE OF CHECK VALVE. 1ST SUB FLOOR 0" CORROSION RESISTANT ESCUTCHEON. 5" STORZ CEMENT THRUST BLOCK TO BE
SIZED PER NFPA #24. A WORKING SPACE OF NOT LESS THAN 36 INCHES (914 MM) IN WIDTH, 36 INCHES (914 MM) IN DEPTH AND 78 INCHES (1981 MM) IN HEIGHT SHALL BE PROVIDED AND MAINTAINED AROUND
THE CIRCUMFERENCE OF FREE-STANDING FIRE DEPARTMENT CONNECTION. FIRE DEPARTMENT CONNECTION SHALL BE BETWEEN 36 INCHES (914 MM) AND 48 INCHES (1218 MM) ABOVE GRADE. TO SPRINKLER SYSTEM
CHECK VALVE AUTOMATIC DRAIN VALVE TO FLOOR DRAIN WITH 1" MINIMUM AIR GAP. 1/8" / 1'-0" FIRST FLOOR SPRINKLER SECOND FLOOR SPRINKLER THIRD FLOOR SPRINKLER FOURTH FLOOR SPRINKLER WESTERN
STANDPIPE FROM 3/FP201 COMBINED SPRINKLER/STANDPIPE FROM 3/FP201 TYPICAL (2) HOSE VALVE ARRANGEMENT FOR TESTING. PROVIDE ON HYDRAULICALLY MOST DEMANDING STANDPIPE. SOUTHERN FDC WESTERN
STANDPIPE TO 4/FP201 COMBINED SPRINKLER STANDPIPE TO 4/FP201 BASEMENT SPRINKLER NORTHERN FDC FROM COMBINED SPRINKLER SERVICE OFFSET THROUGH FLOOR JOIST TO CORNER OF FLOOR LANDING 1ST
SUB FLOOR 0" 2ND SUB FLOOR 10' -6" 3RD SUB FLOOR 21' -0" 4TH SUB FLOOR 31' -6" TO FOURTH FLOOR SPRINKLER TO THIRD FLOOR SPRINKLER TO SECOND FLOOR SPRINKLER TO FIRST FLOOR SPRINKLER
FROM SPRINKLER SERVICE 6 FP201 TO ROOF HOSE VALVE 2ND SUB FLOOR 10' -6" 3RD SUB FLOOR 21' -0" 4TH SUB FLOOR 31' -6" ROOF 42' -0" 5 FP201 TO 4TH FLOOR SPRINKLER TO 3RD FLOOR SPRINKLER
TO 2ND FLOOR SPRINKLER TO 1ST FLOOR SPRINKLER FROM COMBINED SPRINKLER/ STANDPIPE DCVA-2 TO SOUTHERN FDC TO BASEMENT SPRINKLER TO WESTERN STANDPIPE TO COMBINED SPRINKLER STANDPIPE TO
DOMESTIC WATER SERVICE NORTHERN FDC AUTOMATIC DRAIN VALVE CHECK VALVE 4" SPKW 4" CW 4" SPKW 1/2" SPKW 4" SPKW4" SPKW 4" SPKW 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 B C D 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com
PERMIT SET 1/4" = 1'‐0" 4/18/2021 7:28:46 PM FP201 SECTIONS AND DETAILS 2018025 238 DRYDEN RD 4/19/2021 VISUM DEVELOPMENT ITHACA, NY 14850 For Permit REVISIONS ΔDESCRIPTIONDATE 1/4"
= 1'-0" 1 SOUTHERN FDC DETAIL 1/4" = 1'-0" 2 NORTHERN FDC DETAIL 4SPKLR CONNECTED 3SPKLR CONNECTED 1/4" = 1'-0" 5 COMBINED SPRINKLER/STANDPIPE 1/4" = 1'-0" 6 FLOORS 1-4 SPRINKLER 7COMBINED
SPRINKLER/WATER SERVICE WASTE WASTE BELOW FLOOR VENT COLD HOT TEMPERED BALL VALVE GATE VALVE CHECK VALVE PRESSURE REDUCING VALVE VENT THRU ROOF VTR LEGEND 2 LINE PIPE -BORDER INDICATES
TYPE RECIRCULATION AIR ADMITTANCE VALVE AAV ABOVE FINISH FLOOR AFF DOUBLE CHECK VALVE OS&Y VALVE ABOVE FINISH GRADE AFG PLUMBING NOTES 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 B C D 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com
PERMIT SET 1/4" = 1'‐0" 4/18/2021 7:30:15 PM P001 NOTES, SCHEDULES & LEGEND 2018025 238 DRYDEN RD 4/19/2021 VISUM DEVELOPMENT ITHACA, NY 14850 For Permit PART 1 -GENERAL 1.1SUBMITTALS
A. Provide electronic (pdf) submittals for: B. Fixtures, water heaters, valves, hydrants, floor drains, roof drains, cleanouts. C. Closeout: 1. Operation and Maintenance Manual. 2.
As-Built drawings. 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. 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. 1. Support for bare PEX tubing: • Up to 1_ tubing: 32 inches. • Over 1_ tubing: 48 inches.
2. Supports for commercial applications: Uponor Pex-a Pipe continuous support. • Plenum applications: minimum 48-inch length; maximum 10 inches between supports; maximum 5 inches from
fitting centerline. 2. Below ground 2" and smaller: 1. Type K copper with flare or compression joints. 2. 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 surfacebeing insulated. b. Insulation Installation on Pipe Fittings:
Install mitered sections of pipe insulation. Secure insulation materials and sealseams 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: None 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 A. PIPES AND TUBES 1. PVC Plastic, DWV Pipe: ASTM D 2665, Schedule 40, plain ends. 2. PVC Plastic, SDR-35 3. Copper Drainage
Tube: ASTM B 306, Type DWV, drawn temper 4. Hub-and-Spigot, Cast-Iron Soil Pipe: ASTM A 74, Service class 5. Hubless, Cast-Iron Soil Pipe: CISPI 301 B. PIPE APPLICATIONS 1. Aboveground
Applications: a. Hubless, cast-iron soil pipe and fittings. b. Copper drainage tube and fittings with soldered joints. c. 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: a. Hub-and-spigot, cast-iron soil pipe and fittings. b. PVC plastic, DWV pipe and drainage-pattern fittings
with cemented joints permitted subject to local code enforcement approval. • Install underground PVC soil and waste drainage piping according to ASTM D2321 "Standard Practice for Underground
Installation of Thermoplastic Pipe for Sewers and Other Gravity-Flow Applications", and the manufacturer’s instructions. • The pipe must be uniformly and continuously supported over
its entire length on firm, stable material. Proper bedding and haunching materials are dependent on local soil conditions and type. Follow classes of embedment and backfill materials
called-out in Table 1 “Pipe Stiffness Values for PVC Pipe”ASTM D 2321. The trench bottom should be continuous, relatively smooth and free of rocks. Where ledge rock, hardpan or boulders
are encountered, it is necessary to pad the trench bottom with proper bedding using a minimum of six (6) inches of suitable bedding beneath the pipe as a cushion and for protection
of the pipe from damage. • Embedment materials (initial backfill) shall be placed by methods that will not disturb or damage the pipe. The haunching material placed in the area between
the bedding and the underside of the pipe shall be worked-in and hand tamped prior to placing and compacting the remainder of the embedment material in the pipe zone. Install and compact
bedding materials in 6-inch maximum layers within the pipe zone. Compaction techniques and equipment used must not contact or damage the pipe.. 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 Plumbing 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.
2.4FIXTURES -GENERAL A. Per Drawing Schedules 1. White fixtures with polished chrome trim unless noted otherwise. B. Provide all supply and waste connection fittings in matching finish.
Connections within cabinets may be copper supplies and PVC waste. Insulate fittings below ADA sinks and lavatories. 1. Garvin or equal. a. All stainless, twist-close, sink basket strainer.
2. McGuire Manufacturing or equal. a. Quarter-turn stops with loose key handles. b. Chrome supply nipples. c. Stainless steel escutcheons. d. 17 ga. chrome traps and tailpieces. e.
Brass or stainless steel slip nuts. 3. Truebro Undersink Piping Covers or equal. C. Flush handle on wide side of stall for ADA toilets and urinals. D. Provide backing or carrier for
wall mounted fixtures. PART 3 -EXECUTION 3.1COORDINATION A. Coordinate all service interruptions with Owner. Provide minimum 48 hours notice. B. Coordinate with other trades to avoid
conflicts. 3.2INSTALLATION A. Install gate valves at service entrance and meter bypass. 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. Installother 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. Where hot water recirculation systems are required, the recirculation pump shall start upon receiving a signal from the action of a user of a fixture or appliance
sensing the flow of hot or tempered water to a fixture fitting or appliance. The control shall limit the temperature of the water entering the cold water piping to 104℉. M. Install
disposers in sink outlets. N. Install hot-water dispensers in back top surface of sink or in counter with spout over sink. O. Install escutcheons at wall, floor, and ceiling penetrations
in exposed, finished locations and within cabinets and millwork. Use deeppattern escutcheons where required to conceal protruding pipe fittings. P. Seal joints between fixtures and
walls, floors, and counters using sanitary-type, one-part, mildew-resistant, sealant. Match sealant color to fixture color. Q. Install insulation on supplies and drains of accessible
fixtures. R. Install gas piping per International Fuel Gas Code. Install drip leg and shutoff at appliances. S. Paint all gas piping with primer and 2 coats finish. Color chosen by
Owner or Architect. 3.3 TESTING A. Test all sanitary waste and vent piping per Plumbing 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. C. Test all gas piping at 25 psi for 24 hours. Test gauge shall have a maximum of 60 psi. Air
testing shall show a loss of pressure not greater than 1 psi. PLUMBING FIXTURE SCHEDULE TypeManufacturerModelDescriptionComments FD-1ZurnFD2-PV2-TSP2" PVC solvent weld body floor drain
with bottom outlet, stainless steel deck plate and top assembly. Round light duty nickel bronze strainer. Trap seal protection device FD-2ZurnZN415-3NH-BZ 1-TSP 3" Dura-coated cast
iron floor drain with no-hub bottom outlet, combination invertable membrane clamp and adjustable collar with seepage slots and top assembly. Type "B" light duty heel proof polished
nickel bronze strainer. Trap seal protection device. FD-3ZurnZN415-2NH-BZ 1-TSP 2" Dura-coated cast iron floor drain with no-hub bottom outlet, combination invertable membrane clamp
and adjustable collar with seepage slots and top assembly. Type "B" light duty heel proof polished nickel bronze strainer. Trap seal protection device HB-1ZurnZ1320XLQuarter Turn Recessed
Encased Wall Hydrant, Non-Freeze, Anti-Siphon, Automatic draining, Lead Free L-1American Standard0475.047.02020-3/8" x 17 3/8" Aqualyn vitreous china countertop lavatory, self-rimming,
front overflow, center hole only, ADA Barrier free. Color WhiteProvide L-1.1 L-1.1Delta583LF-WFCenter hole, single handle C-spot lavatory faucet. ceramic cartridge, Pop up drain, ADA
compliant, EPA WaterSense .2 GPM flow, Chrome colorProvide Escutcheon L-2American Standard9134001EC21" x 20-1/4" Decorum vitreous china wall hung lavatory with EverClean, rear overflow.
center hole only, ADA Barrier free, Color White.Provide L-1.1 faucet and 0062.000 Acrylic Shroud/knee contact guard S-1ElkayGE12521Dayton Stainless steel 25" x 22" x 5-3/8",single bowl
drop-in sink. 22 gauge 300 series stainless steel with a satin finish. center drain placement. 3 hole, 8" center, ADAProvide S-1.1 S-1.1Delta9113-DSTFaucet, 8" Centers Below Ledge Mount,
Gooseneck Spout 1.5 gpm, 4" Blade Handles S-2FiatMSB242424x24x10 molded stone mop sink, provide 832-AA Hose and Hose Bracket, 889-CC Mop Hanger, E-88-AA Stainless Steel Bumperguard,
MSG2424-Stainless Steel Wall GuardProvide S-2.1 S-2.1T&S BrassB-0665-BSTR8" Wall mount faucet, solid cast brass body, with cast metal blade handles, wall brace, integral vacuum breaker,
integral stops, pail hook, hose end and top brace. SHW-1Delta213232AC0032" x 32" Acrylic shower, White colorProvide SHW-1.1 SHW-1.1DeltaBT14296Windemere Chrome 1-Handle Handle WaterSense
Shower Valve with Single Function. EPA WaterSense 1.75 GPM shower head, ADA Showerhead Provide R10000 universal rough-in valve with stops. T-1Aquatic2603CTM60x30 Acrylx Tub/Shower with
Integral Overflow, Left or Right as Required. Color WhiteProvide Grab bar reinforcement and T-1.1 T-1.1DeltaBT14496Windemere Chrome 1-Handle Handle WaterSense Tub and Shower Valve with
Single Function Showerhead. EPA WaterSense 1.75 GPM shower head, ADAProvide R10000 universal rough-in valve with stops. T-2Aquatic2603CTH60x30 Acrylx Tub/Shower with Integral Overflow,
Left or Right as Required. Color White. ADA compliantProvide Grab bar reinforcement and T-1.1 WC-1American Standard2514.101Clean Cadet 3 concealed trapway right height elongated toilet
. EPA WatersSense 1.28 GPF, ADA. EverClean Surface. Inlcudes Toilet seat White color WSHR-1OateyQuadtroQuadtro push connect washing machine outlet box for copper or PEX pipe.1/4 turn
valve, hammer arresters. WATER HEATER SCHEDULE TypeManufacturerModelGallonsDescriptionHeight, in.Weight, lbsType FuelRecovery GPHTemp. Rise Energy FactorVoltagePhaseWattsNotes WH-1Bradford
WhiteRE250T650 gal50 Gal. Electric residental water heater5' - 6"130Electric2190 °F0.92208 V14500 WH-2Bradford WhiteLE120L30319 gal19 Gal. Lowboy Electric water heater2' - 0 3/4"58Electric2190
°F0.00208 V14500 SPECIALTY VALVE SCHEDULE TypeManufacturerModelDescriptionSize DCVA-1Zurn350SXLDouble Check Backflow Preventer Assembly with Strainer2"-2" DCVA-2Zurn350ASTLead Free
Stainless Steel Double Check Valve Assembly4"-4" REVISIONS ΔDESCRIPTIONDATE PUMP SCHEDULE TypeManuf.ModelDescriptionFlowHeadHPVoltagePhaseComments P-1Liberty PumpsModel 247-2Submersible
Sump Pump; Cast iron motor housing, stainless steel hardware, Vertical magnetic float switch, optional 25' cord30 GPM5 ftH2O0.25115 V1Provide high level alarm 4" CW TO SPRINKLER SERVICE
4" CW UP UP WH-1 WH-2 S-2.1 S-2 1 1/2" CW 1 1/4" CW 2" CW 3/4" CW 1 1/4" CW HB-1 DCVA-2 DCVA-1 DOMESTIC WATER METER T-2 L-1 WC-1 S-1 FD-2 FD-2 FD-3 WSHR-1 3/4" CW 1 1/4" CW T-1.1 1/2"
HW1/2" HW 1/2" HW1/2" CW 3/4" CW 1/2" HW 1/2" CW 3/4" CW 3/4" HW BEDROOM B002 LIVING B001 CORRIDOR 001 5' - 10 1/2" 3/8" CW PEX UNDER SLAB. OFFSET TO BACK OF CABINET. CAP AND VALVE
FOR FUTURE CONNECTION COORDINATE WITH CIVIL DRAWINGS 5 P202 COORDINATE WITH ARCHITECT FOR BALL VALVE ACCESS PANEL LOCATION. ELECTRICAL 004 SPRINKLER 005 PACKAGE RM 006 TRASH 007 STORAGE
008 CORRIDOR 002 BIKE RM 003 STAIR 2 BATH B007 HALL B009 CLO. B008 MECH 009 LIN. B006 KITCHEN B005 CLOSET B004 CLOSET B003 4" W SPRINKLER 005 ELECTRICAL 004 CORRIDOR 001 STAIR 2 1 1/2"
W FD-2 2" V 2" V 3" W BIKE RM 003 STORAGE 008 PACKAGE RM 006 BEDROOM B002 LIVING B001 KITCHEN B005 BATH B007 LIN. B006 CLOSET B003 TRASH 007 MECH 009 3" W WSHR-1 3" W 1 1/2" W 3" W
2" V 3" W 3" W 2" W 2" V 4" W 2" W 2" V 3" W FD-2 4" W 3" W 4" W 2" V FD-3 T-2 WC-1 L-1 S-1 S-2 4" W 2" W 1 1/2" V 1 1/2" V 2" V 4" W WALL CLEANOUT 1' AFF WALL CLEANOUT 1' AFF WALL
CLEANOUT 1' AFF WALL CLEANOUT 1' AFF WALL CLEANOUT 1' AFF -4' - 2 1/2" P-1 FDC CHECK VALVE PIT 2" W DRAIN WITH MINIMUM 1" AIR GAP TO S-2 PROVIDE HIGH WATER LEVER ALARM, SET TO MINIMUM
1" BELOW SPRINKLER SYSTEM DRAIN VALVE DISCHARGES. PROVIDE HIGH WATER ALARM. REFER TO DETAIL 1/FP201. CONTROL PANEL SHALL BE WALL MOUNTED, WIRING SHALL BE UNDERSLAB COORDINATE WITH ELECTRIC
AL CONTRACTOR 4" W COORDINATE WITH CIVIL DRAWINGS Project # Date 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAMCOLLABORATIVE/ TAITEM. ALL RIGHTS R
ESERVED A 1 2 3 4 B C D 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com PERMIT SET 1/4" = 1'‐0" 4/18/2021 7:30:20 PM P101 BASEMENT PLUMBING PLANS 2018025
238 DRYDEN RD 4/19/2021 VISUM DEVELOPMENT ITHACA, NY 14850 For Permit 1/4" = 1'-0" 2 BASEMENT DOMESTIC PLAN 1/4" = 1'-0" 1 BASEMENT DWV PLAN REVISIONS ΔDESCRIPTIONDATE N 1/2" HW 1/2"
CW 3/4" HW 3/4" CW 1/2" CW 1/2" HW 1/2" CW 1/2" HW 3/4" CW 3/4" HW 1/2" HW 1/2" CW 1/2" CW 1/2" HW1/2" HW 1/2" CW 1/2" CW T-2 L-1 WC-1 S-1 SHW-1 WC-1 L-1 FD-1 T-1.1 WSHR-1 WH-1 T-2
WC-1 L-2 S-1 WH-1 T-1.1 PROVIDE DOMESTIC WATER SUPPLY FOR WC-1 AND L-1 BELOW FLOOR. SUPPLY SHALL NOT BE LOCATED WITHIN EXTERIOR WALL. PROVIDE DOMESTIC WATER SUPPLY FOR S-1 BELOW FLOOR.
1 1/4" CW UP UP SHW-1.1 FD-1 WSHR-1 1 1/4" CW 3/4" CW 1/2" HW 1/2" HW1/2" CW 3/4" CW STAIR 1 PROVIDE DOMESTIC WATER SUPPLY FOR S-1 BELOW FLOOR. SUPPLY SHALL NOT BE WITHIN STAIR 1 WALL.
3/8" CW BELOW FLOOR, CAP AND VALVE IN BACK OF CABINET FOR FUTURE CONNECTION. BELOW FLOOR, CAP AND VALVE IN BACK OF CABINET FOR FUTURE CONNECTION. 3/8" CW SUPPLY SHALL NOT BE WITHIN
STAIR 1 WALL. 3 P202 BEDROOM 1 B103 CLO. B104 BEDROOM 2 B105 CLO. B106 LIVING/ DINING B102 KITCHEN B101 BATH B108 CLO. B109 MECH. B107 STAIR 2 BEDROOM 1 A102 CLO. A104 CLO. A103 BEDROOM
2 A105 LIVING/ DINING A106 KITCHEN A101 MECH. A109 BATH A108 BATH A107 1 1/2" W T-2 WC-1 L-2 WH-1 WH-1 WC-1 L-1 T-2 S-1 S-1 SHW-1 WC-1 L-1 FD-1 WSHR-1 WSHR-1 FD-1 1 1/2" W 2" W PROVIDE
AAV PROVIDE AAV SANITARY SHALL NOT BE LOCATED WITHIN STAIR 1 WALL WASTE PIPING SHALL NOT BE LOCATED WITHIN EXTERIOR WALL, VENT RISER SHALL BE OFFSET INTO EXTERIOR WALL. 2" W 2" W 2"
V 4" W 3" W 1 1/2" V2" V 1 1/2" V 2" W 2" V 1 1/2" V 3" W 3" W 1 1/2" V 4" W 1 1/2" V 1 1/2" V 1 1/2" V 1 1/2" V 1 1/2" W 3" W 2" W 3" W 1 1/2" V 2" W 3" W 1 1/2" W 1 1/2" V 2" V 3
P202 BEDROOM 2 A105 CLO. A103 CLO. A104 BEDROOM 1 A102 BEDROOM 1 B103 CLO. B104 LIVING/ DINING A106 WH B410 BATH A107 BATH A108 MECH. A109 KITCHEN A101 STAIR 2 STAIR 1 CLO. B109 MECH.
B107 BATH B108 LIVING/ DINING B102 KITCHEN B101 CLO. B106 BEDROOM 2 B105 Project # Date 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAMCOLLABORATIV
E/ 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 PERMIT SET 1/4" = 1'‐0" 4/18/2021 7:30:27 PM P102 FIRST FLOOR
PLUMBING PLANS 2018025 238 DRYDEN RD 4/19/2021 VISUM DEVELOPMENT ITHACA, NY 14850 For Permit 1/4" = 1'-0" 2 FIRST FLOOR DOMESTIC PLAN 1/4" = 1'-0" 1 FIRFT FLOOR DWV PLAN REVISIONS ΔDESCRIPTIONDATE
N FD-1 1" CW WH-1 T-1 WC-1 S-1 S-1 SHW-1 T-1 WC-1WH-1 FD-1 WC-1 L-1 L-2 L-11" CW3/4" CW 3/4" CW UP UP 1 1/2" W 2" W 2" V 2" V WSHR-1 1 1/2" W 1 1/2" W 3" W 2" W 3" W 1 1/2" V 1 1/2"
V 1 1/2" W 1 1/2" W 2" V 1 1/2" V WSHR-1 2" V BEDROOM 2 B205 CLO. B206 BEDROOM 1 B203 CLO. B204 LIVING/ DINING B202 KITCHEN B201 CLO. B209 BATH B208 MECH. B207 CLO. A209 KITCHEN A201
BEDROOM 1 A202 CLO. A203 CLO. A204 BEDROOM 2 A205 LIVING/ DINING A206 BATH A207 WSHR-1 3/4" CW 3/4" CW FD-1 WH-1 T-1 L-2 WC-1 S-1 S-1 WH-1 WC-1 L-1 T-1 SHW-1 WC-1 L-1 WSHR-1 FD-1 3/4"
CW 3/4" CW 1 1/2" V 1 1/2" W 1 1/2" V 1 1/2" W 3" V 1 1/2" V 3" W 2" V 1 1/2" V 2" V 1 1/2" V 2" V 3" W 2" V 2" V 2" V 2" V UP UP LIVING/ DINING A306 BEDROOM 1 A302 CLO. A304 CLO. A303
BEDROOM 2 A305 BATH A307 BATH A308 CLO. A309 KITCHEN A301 STAIR 1STAIR 2 CLO. B309 KITCHEN B301 LIVING/ DINING B302 BEDROOM 1 B303 CLO. B304 BATH B308 MECH. B307 BEDROOM 2 B305 CLO.
B306 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 B C D 110 South Albany St.
Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com PERMIT SET 1/4" = 1'‐0" 4/18/2021 7:30:35 PM P103 SECOND AND THIRD FLOOR PLUMBING PLANS 2018025 238 DRYDEN RD 4/19/2021 VISUM DEVELOPMENT
ITHACA, NY 14850 For Permit 1/4" = 1'-0" 1 SECOND FLOOR PLUMBING PLAN 1/4" = 1'-0" 2 THIRD FLOOR PLUMBING PLAN REVISIONS ΔDESCRIPTIONDATE N REFER TO 2/P102 FOR TYPICAL DOMESTIC LAYOUT
REFER TO 2/P102 FOR TYPICAL DOMESTIC LAYOUT REFER TO 1/P103 FOR TYPICAL DWV LAYOUT 3"VTR 2" V 3"VTR 2" V 3"VTR 3"VTR 2" V 3"VTR 2" V T-1 WC-1 L-2 S-1 S-1 L-1 WC-1 T-1 SHW-1WH-1 WC-1
L-1 WH-1 3"VTR 1 1/2" V 1 1/2" W 1 1/2" W 3/4" CW FD-1 FD-1 3/4" Copper-Type K WSHR-1 WSHR-1 2" V 2" W 3" W 3"VTR 2" V 3"VTR 3"VTR 2" V 3"VTR 2" V REFER TO 2/P102 FOR TYPICAL DOMESTIC
LAYOUT REFER TO 1/P103 FOR TYPICAL DWV LAYOUT LIVING/ DINING B402 KITCHEN B401 CLO. B406 BEDROOM 2 B405 BEDROOM 1 B403 CLO. B404 STAIR 2 STAIR 1 CLO. B409 BATH B408 MECH. B407 LIVING/
DINING A406 CLO. A404 CLO. A403 BEDROOM 1 A402 KITCHEN A401 CLO. A409 BATH A408 BATH A407 BEDROOM 2 A405 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 B C D 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com PERMIT SET
1/4" = 1'‐0" 4/18/2021 7:30:40 PM P104 FOURTH FLOOR AND ROOF PLUMBING PLANS 2018025 238 DRYDEN RD 4/19/2021 VISUM DEVELOPMENT ITHACA, NY 14850 For Permit 1/4" = 1'-0" 2 ROOF PLUMBING
PLAN 1/4" = 1'-0" 1 FOURTH FLOOR PLUMBING PLAN REVISIONS ΔDESCRIPTIONDATE N L-1 WC-1 T-2 WSHR-1 S-1 S-1 FD-2 3"VTR 3"VTR 2" V 1 1/2" V 1 1/2" W 1 1/2" W 1 1/2" W 1 1/2" W 2" W 1 1/2"
V 2" V 1 1/2" V 3" W 3" W 3" W 1 1/2" W 2" W 1 1/2" V 3" W 2" W 2" V3" W FIRST FLOOR, FLOORS 2-4 SIMILAR L-1 WC-1 SHW-1 WC-1 FD-1 L-1 S-1 S-2 FD-2 FD-1 T-2 L-2 WC-1 WSHR-1 WC-1 L-1
SHW-1 WC-1 L-1T-1 FD-1 WSHR-1 T-2 WSHR-1 WSHR-1 FD-1 T-1 L-2 WC-1 P-1 FD-3 3"VTR 3" V 3"VTR 2" V 2" V 1 1/2" V 1 1/2" V 1 1/2" W 3" W 2" W 2" W 3" W 3" W 1 1/2" V 4" W1 1/2" V 1 1/2"
V 4" W 2" V 2" W 1 1/2" V 2" V 4" W 3" W 4" W 2" W 3" W 2" V 3" W 1 1/2" V 2" V 4" W 2" W 2" V 2" V 1 1/2" V 4" W 2" W 1 1/2" V 2" V 1 1/2" V 2" W 2" V 2" V 1 1/2" V 2" W 2" W 2" W
2" W 3" W 1 1/2" V 1 1/2" V 1 1/2" V 1 1/2" W 2" W 3" W SECOND FLOOR, FLOORS 3 AND 4 SIMILAR SECOND FLOOR, FLOORS 3 AND 4 SIMILAR SECOND FLOOR, FLOORS 3 AND 4 SIMILAR 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 B C D 110 South Albany St. Ithaca, New York 148
50 ph: 607.277.1118 www.taitem.com PERMIT SET 4/18/2021 7:30:42 PM P201 DWV ISOMETRICS 2018025 238 DRYDEN RD 4/19/2021 VISUM DEVELOPMENT ITHACA, NY 14850 For Permit 1NORTH DWV ISOMETRIC
2 SOUTH DWV ISOMETRIC REVISIONS ΔDESCRIPTIONDATE 4" CW DCVA-1DCVA-2 WATER METER 1 1/4" CW 1 1/4" CW 1 1/2" CW 1 1/4" CW 3/4" CW 2" CW TO SPRINKLER 1/2" HW 1/2" HW 3/4" HW 3/4" CW 3/4"
CW 1/2" CW 1/2" HW 3/4" CW 1/2" CW UP TO 2/P202 UP TO 2/P202 1/2" CW S-1 S-2.1WSHR-1 T-1.1 WC-1 L-1 HB-1 WH-1 WH-2 CAP AND VALVE FOR FUTURE CONNECTION 3/8" CW 3/4" CW 1" CW 1" CW 3/4"
CW 1 1/4" CW 1 1/4" CW PROVIDE SUPPLY TO S-1 BELOW FLOOR. SUPPLY PIPES SHALL NOTE BE WITHIN STAIR 1 WALL PROVIDE SUPPLY TO S-1 BELOW FLOOR. SUPPLY PIPES SHALL NOTE BE WITHIN STAIR 1
WALL PROVIDE L-1 AND WC-1 SUPPLY BELOW FLOOR. SUPPLY PIPES SHALL NOT BE WITHIN EXTERIOR WALL. 1ST FLOOR, FLOORS 2-4 SIMILAR 1ST FLOOR, FLOORS 2-4 SIMILAR L-2 WC-1 WSHR-1 S-1 T-1.1 L-1WC-1
WC-1 L-1 S-1 SHW-1.1 T-1.1 WSHR-1 WH-1 WH-1 3/4" CW 1/2" CW 1/2" HW 1/2" HW 1/2" CW 1/2" HW 1/2" CW FROM 1/P202 FROM 1/P202 1/2" CW1/2" HW 1/2" HW1/2" CW 3/4" CW 1/2" CW 1/2" HW3/4"
HW 3/4" CW 3/8" CW 3/8" CW CAP AND VALVE FOR FUTURE CONNECTION L-1 1 1/2" WOFFSET DOMESTIC AND DWV PIPING TO BACK OF L-1 VANITY ONCE ABOVE ICF WALL. 1/2" HW 1/2" CW 1 1/2" V ICF WALL
OFFSET VENT PIPING INTO EXTERIOR WALL HOSE & HOSE BRACKET SERVICE FAUCET MOP HANGER INSTALL WATER HEATER AT 8'-0" AFF ON NON-COMBUSTIBLE PLYWOOD PLATFORM/6" STEET JOISTS @ 16"O/C SUPPORTED
BY ADJACENT WALLS OR ANGLE BRACKETS AS REQUIRED. 4" DEEP GALVANIZED DRAIN PAN WITH OVERFLOW PIPE TO MOP SINK T&P RELIEF VALVE VINYL BUMPER GUARD DCVA-1 1 1/2" CW 2" CW 4" CW 4" CW TO
DCVA-2 DOMESTIC WATER METER COMBINED DOMESTIC SERVICE BACK FLOW PREVENTION CLEARANCES • ALL ASSEMBLIES SHALL BE INSTALLED WITH A CENTERLINE HEIGHT FROM 30 INCHES TO 60 INCHES ABOVE
THE FLOOR. • A MINIMUM OF 12 INCHES OF CLEAR SPACE SHALL BE MAINTAINED ABOVE THE ASSEMBLY. • A MINIMUM OF 30 INCHES OF CLEAR SPACE SHALL BE MAINTAINED BETWEEN THE FRONT SIDE OF THE
DEVICE AND THE NEAREST WALL OF OBSTRUCTION. • AT LEAST 8 INCHES CLEARANCE SHOULD BE MAINTAINED FROM THE BACK SIDE OF THE DEVICE TO THE NEAREST WALL OR OBSTRUCTION. *APPLICABLE FOR DCVA-1
AND DCVA-2 TO BUILDING 2" CW 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 B C D 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com PERMIT SET As indicated 4/18/2021 7:30:44 PM P202 DOMESTIC WATER ISOMETRICS AND DETAILS 2018025
238 DRYDEN RD 4/19/2021 VISUM DEVELOPMENT ITHACA, NY 14850 For Permit 1BASEMENT DOMESTIC ISOMETRIC 2 FLOORS 1-4 DOMESTIC ISOMETRIC REVISIONS ΔDESCRIPTIONDATE 1/4" = 1'-0" 3 BATHROOM
A107 LAVATORY OFFSET 1/2" = 1'-0" 4 Mop Sink 1/4" = 1'-0" 5 WATER SERVICE AND BACKFLOW PREVENTION DETAIL 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 ROOM SENSOR FLEX DUCT MECHANICAL SPECIFICATIONS 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 B C D 110 South Albany St. Ithaca, New
York 14850 ph: 607.277.1118 www.taitem.com PERMIT SET 1/8" = 1'-0" 4/15/2021 5:44:33 PM M001 NOTES & LEGEND 2018025 238 DRYDEN RD 4/19/2021 VISUM DEVELOPMENT ITHACA, NY 14850 For Permit
PART 1 -GENERAL 1.1SUBMITTALS A.Provide electronic (pdf) submittals for the following: 1. Equipment and equpment startup reports 2. Equipment pads 3. Lineset tubing and insulation
4. Testing and Balancing report 5. Duct insulation 6. Duct shop drawings. 7. Registers, grilles, louvers, wall caps B.Closeout: 1. Operation and Maintenance Manual 2. As-Built drawings.
PART 2 -PRODUCTS 2.1SPLIT SYSTEM HEAT PUMPS A. Mitsubishi, no others accepted B. Design basis per drawing schedule C. Hardwired programmable thermostat D. Provide heat pump stand 2.2EXHAUST
FAN A. Broan, Panasonic or approved equal B. Provide speed controller C. Provide ceiling mounted accessories 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. 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). 4. Provide duct transitions as required for clearance
and duct crossovers. 5. All duct dimensions listed on plans are inside clear dimensions. D. Duct Sealing 1. Seal all duct joints according to one of the specified products and metheds
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. Rooftop Units 2. Split System Heat Pumps 3.Exhaust fans 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, when outdoor temperature is in cooling range and in heating range, measure and report: -outdoor air temperature
-superheat -subcooling -final refrigerant charge D.Reports and Documentation 1. Provide written test and balance report, including sequences tested and refrigerant testing results.
2. Identify equipment, date and time of test. 3. Provide design, initial, and final 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 attezxndance by maintenance staff. Obtain Owner
signoff for completion of training. 2.3DUCTWORK A.Metallic ductwork 1. Sheet metal per SMACNA HVAC Duct Construction Standards -Metal and Flexible, low pressure requirements. 2. Exhaust
flexible duct shall be metallic. B.Insulation 1. Duct insulation in interior spaces: Outdoor air and exhaust air ducts R-5. 2. Duct sealant options: a. RCD Corp Mastic #6, Hardcast
Iron-Grip 601, or equal, with fiberflass mesh tape, UL 181. b. Automated aerosolized sealant: Aeroseal or approved equal. 2.4AIR TERMINALS, LOUVERS, DAMPERS A. Registers, grilles, louvers
per drawing schedules. B. Select supply pattern for even air distribution. C. Provide all air terminals with frame styles compatible with mounting surface. 2.5IDENTIFICATION A. Label
all equipment with permanent plastic or metal engraved tags. 2.6CONTROLS A.Provide controls as required to implement Sequence of Operation described on this sheet. Provide all components
and wiring for a fully functional system. A. HEAT PUMP SYSTEM: 1. During unoccupied periods as determined by 7 day time clock, the system shall be set back to adjustable setpoint temperatures.
2. During occupied periods as determined by 7 day time clock, 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 heat
pump thermostat shall call for heat from the fan coil and the fan coil 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 heat relays. The electric heat will be integral to the fan coil. B. In cooling
mode, the heat pump thermostat shall shall call for cooling from the fan coil and the fan coil shall remain on until satisfying setpoint temperature. B. EXHAUST FANS: 1. The trash
room exhaust fan shall run continuously exhausting 30 CFM. 2.In apartments with one bathroom, the exhaust fan shall run continuously exhausting 30 CFM. 3.In apartments with two bathrooms,
Bathroom 108 exhaust fan shall run continuously exhausting 30 CFM, Bathroom 107 exhaust fan shall run only when motion is sensed by the exhaust fan occupancy sensor. C. ELECTRIC WALL
HEATER: 1. In the stairwells, there shall be an internal thermostat 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. D. ELECTRIC BASEBOARD HEAT: 1. In locations with electric baseboard, there shall be an internal thermostat
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. PART 3 -EXECUTION 3.1INSTALLATION A.General 1. Install all equipment per manufacturer's instructions and standard trade practices. Set units level, plumb and provide vibration
isolation. 2. Provide clearances as specified by the manufacturer. 3. Provide access panels for concealed equipment, valves, dampers. 4. Coordinate locations of all equipment with Owner.
5. Provide vibration isolation between the unit and curb or mounting hardware. 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. 2. 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 PressureTest 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. 3. 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. 4. 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 1. Economizer - Economizer control not required based on C403.5 item 3. All individual cooling capacities are less than 270,000 btu/hr.
2. Mechanical system design criteria: Design temp heating: -3 degrees F; Design temp cooling: 88 degrees F; ASHRAE 62.1-2013 requirements. 3. Mechanical heating system type is air source
heat pump split systems. For sizes and efficiencies, refer to schedules on M201. 4. Equipment and Systems Controls -Refer to Sequence of Operations on sheet M001 for equipment operation.
5. Fan Motor Horse Power and Controls -Refer to Fan Schedule on sheet M201 for motor HP and controls. 6. Duct Sealing, Duct and Pipe Insulation -All ductwork shall be sealed and insulated
per Energy Code. Refer to Specification Section 2.3.B - Insulation on M001. All heat pump piping shall be insulated per heat pump manufacturers' spec. 7. Ventilation -Kitchen
exhaust is provided through natural ventilation. Code requires 4% operable window area as compared to floor area. UnitA, naturalventilation area is 52.69sf, serving an area of 400sf.
Which equates to 13%. Unit B, natural ventilationareais 34.9sf serving an area of 319sf. Which equates to 10%. Kitchen hoods are recirculating. Bathrooms shall be provided with continuous
30 CFM exhaust fans. SEQUENCE OF OPERATIONS ENERGY CODE COMFORMANCE REVISIONS ΔDESCRIPTIONDATE ABCD 1 2 3 4 5 6 7 ELECTRICAL 004 SPRINKLER 005 STAIR 2 EWH-1 EBH-1 PACKAGE RM 006 TRASH
007 BIKE RM 003 CORRIDOR 002 STORAGE 008 HALL B009 CLO. B008 BATH B007 KITCHEN B005 LIVING B001 BEDROOM B002 CLOSET B004CLOSET B003 CORRIDOR 001 EF-1 D 45 FC-1 4"ø 6"ø D 100 6"ø DH-1
MECH 009 1 HOUR FIRE DAMPER EBH-1 EBH-2 EF-1 4"ø A A DUCTS IN DROPPED CEILING CONNECT TO DRYERBOX DB-480 IN FURRED OUT WALL 4"ø B STACK DUCT D 150 D 150 6"ø 16"x8" 10"ø 6"ø DUCTS IN
SOFFIT 6"ø 16"x8" E 445 TERMINATE 12" ABOVE GRADE PROVIDE FANTECH DBF-4XLT DRYER EXHAUST BOOSTER FAN FOR FUTURE EXTENSION OF DUCTWORK ABCD 1 2 3 4 5 6 7 BEDROOM 2 B105 CLO. B106 BEDROOM
1 B103 LIVING/ DINING B102 MECH. B107 BATH B108 CLO. B109 KITCHEN B101 STAIR 1 STAIR 2 BEDROOM 1 A102 KITCHEN A101 MECH. A109 BATH A108 BATH A107 WH B410 LIVING/ DINING A106 BEDROOM
2 A105 BALCONY 1 M201 A BA FC-1 FC-1 EF-1 EF-1 EWH-1 DH-1 DH-1 D 100 D 100 D 100 D 100 D 45 EF-1 D 45 D 45 D 100D 100 D 75 D 75 4"ø 4"ø 6"ø 16"x12" 3-1/4"X10" STACK DUCT DOWN TO REGISTER,
LOCATE BOTTOM OF REGISTER 12" HIGH AFF CONNECT TO DRYERBOX DB-480 6"ø8"ø 6" 6"ø 6"ø 6"ø 16"x12" 10"ø 6"ø CONNECT TO DRYERBOX DB-480 4"ø 3-1/4"X10" STACK DUCT DOWN TO REGISTER, LOCATE
BOTTOM OF REGISTER 12" HIGH AFF, TYPICAL EACH BATHROOM 6"ø 4"ø C 6"ø 8"ø 6"ø 6"ø 6"ø DUCTS IN SOFFIT SPACE, TYPICAL DUCTS IN SOFFIT SPACE, TYPICAL PROVIDE 3/4" RIGID PVC CONDENSATE
PIPE TO DRIP INTO FLOOR DRAIN PROVIDE 3/4" RIGID PVC CONDENSATE PIPE TO DRIP INTO FLOOR DRAIN 10"ø 6"ø Project # Date 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.co
m 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 PERMIT SET 1/4" = 1'-0" 4/15/2021
5:45:31 PM M101 BASEMENT & TYPICAL FLOOR PLANS 2018025 238 DRYDEN RD 4/19/2021 VISUM DEVELOPMENT ITHACA, NY 14850 For Permit 1/4" = 1'-0" 1 BASEMENT FLOOR PLAN -MECHANICAL 1/4" = 1'-0"
2 TYPICAL FLOORS 1-4 PLAN -MECHANICAL REVISIONS ΔDESCRIPTIONDATE ABCD 1 2 3 4 5 6 7 2 M201 HP-1 APT 1B HP-1 BASEMENT HP-1 APT 2B HP-1 APT 3B HP-1 APT 4B HP-1 APT 4A HP-1 APT 1A HP-1
APT 2A HP-1 APT 3A 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 B C D 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com PERMIT SET 1/4" = 1'-0" 4/15/2021 5:46:04 PM M102 ROOF PLAN 2018025 238 DRYDEN RD 4/19/2021 VISUM
DEVELOPMENT ITHACA, NY 14850 For Permit 1/4" = 1'-0" 1 ROOF PLAN -MECHANICAL REVISIONS ΔDESCRIPTIONDATE PROVIDE CUSTOM STEEL STAND FC-1 PROVIDE FILTER ACCESS SECTION AND FILTER 6"ø
INSULATE ALL OUTDOOR AIR INTAKE DUCTS DH-1 FASTEN HEAT PUMP STAND TO PAVERS 24"x24"x2" PAVERS 100 LBS/LEG PROVIDED BY G.C. HP-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 B C D 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com
PERMIT SET 1/2" = 1'-0" 4/15/2021 5:46:34 PM M201 SCHEDULES 2018025 238 DRYDEN RD 4/19/2021 VISUM DEVELOPMENT ITHACA, NY 14850 For Permit AIR TERMINAL SCHEDULE TypeManufacturerModelDescriptionMateri
al & ColorBorder Type NECK SIZE Comments WidthHeight AXVENT6SEBS-SExterior Louver SIngle ConnectionHigh Impact Polypropylene and ABS-PC Surface Mount6"6"Final color selection by owner,8
weeks lead time, remove dampers. BXVENTDHEB-64-SExterior Louver Double ConnectionHigh Impact Polypropylene and ABS-PC Surface Mount8 3/4"13"Final color selection by owner,8 weeks lead
time, remove dampers. CXVENTTHEB-446-SExterior Louver Triple ConnectionHigh Impact Polypropylene and ABS-PC Surface Mount8 3/4"13"Final color selection by owner,8 weeks lead time, remove
dampers. DTrueaire102Adjustable Supply Grille with Double Deflection Steel - WhiteSurface Mount12"6" ETrueaire170Return Grille with 35 Degree Deflection Steel - WhiteSurface Mount14"14"
FAN COIL SCHEDULE TypeManufacturerModelDescriptionAir Flow cfmESP, in. WC Cooling Btu/HrHeating LengthWidthHeight Weig ht, lbs ELECTRICAL Comments TotalBtu/HrVoltagePhaseMCA FC-1MitsubishiSVZ-KP12NA
Vertical Ducted Fan Coil with duct heater 4450.313,10015,0001' - 9 5/8"1' - 5"3' - 3"93208 V13.00 AProvide PAR-40MAAU thermostat, aux heat relay kit, custom support stand, filter section
with MERV 8 filter. EXHAUST FAN SCHEDULE TypeManufacturerModelDescriptionAir Flow CFM Exhaust External Static PressureSonesWeight, lbs ELECTRICAL Comments VoltagePhaseMCA EF-1PanasonicFV-0511VKSL2Ce
iling exhaust fan with light300.50.312120 V10.3 AProvide built in occupancy sensor and speed controller ELECTRIC WALL HEATER SCHEDULE TypeManufacturerModelDescription Capacity Btu/Hr
ELECTRICAL Comments VoltagePhase EWH-1QmarkSSH04008Electric Wall Heater13,650208 V1Provide surface mounted frame ELECTRIC DUCT HEATER SCHEDULE Type MarkManufacturerModelDescriptionWattsVoltagePhaseC
omments DH-1MitsubishiEH03-SVZ-S2 kW duct heater3000208 V1 ELECTRIC BASEBOARD HEAT SCHEDULE Type MarkManufacturerModelDescriptionWattsVoltagePhaseComments EBH-1Qmark2544W4' Electric
Baseboard Heater4000208 V1Provide unit mounted thermostat EBH-2Qmark2544W2' Electric Baseboard Heater1000208 V1Provide unit mounted thermostat HEAT PUMP SCHEDULE TypeManufacturerModelDescription
Cooling EER Heating Heating Seasonal Performance FactorLengthWidth Heigh t Weight, lbs ELECTRICAL Comments Total Btu/Hr Capacity Btu/HrVoltagePhaseMCA HP-1MitsubishiSUZ-KA12NA2Condensing
Unit, 1 Ton13,10012.715,00012.134"13"22"93208 V19.0 AProvide 24" tall Quicksling stand, base pan heater. 1/2" = 1'-0" 1 MECHANICAL ROOM DETAIL 1/2" = 1'-0" 2 HEAT PUMP STAND DETAIL
REVISIONS ΔDESCRIPTIONDATE WF 3 A INDIRECT FIXTURE SWITCH DUPLEX RECEPTACLE HORN/STROBE / Candela STROBE / Candela PULL STATION SMOKE DETECTOR WALL TELEPHONE VOICE -"F" INDICATES FAX
QUAD RECEPTACLE EXIT SIGN -CEILING EMERGENCY LIGHT EXIT SIGN -WALL # G:GFCI A:Above Counter W:Weatherproof I:Isolated Ground S:Split Receptacle EXISTING DEVICE/FIXTURE (HALF-TONE) P:
Photoelectric I: Ionization D: Duct H/S: Heat & Smoke ON DEMOLITION DRAWING EXISTING TO REMAIN (HALF-TONE) DEMOLISHED NEW CONCEALED WIRING EXISTING WIRE (HALF-TONE) LOUVER FIXTURE
# Indicates Quantity of Jacks if More than One F Indicates Fax DATA OUTLET CEILING SPEAKER 3:3 Way 4:4 Way F:Fan Speed OS:Occupancy Sensor P:Pilot Light SP:Speaker Volume T:Timer Y:Fused
# # Indicates Total Quantity of Jacks, Including (1) Voice VOICE/DATA OUTLET LENSED FIXTURE Emergency Fixture Shown FIRE ALARM CONTROL PANEL FACP DOOR HOLDER REMOTE ANNUNCIATOR RA PANELBOARD-RECESSE
D PANELBOARD-SURFACE LEGEND OCCUPANCY SENSOR OCCUPANCY SENSOR Dual Relay NEW SURFACE RACEWAY SECURITY SYSTEM REMOTE EMERGENCY HEAD DOOR OPERATOR DOWNLIGHT WALL WASH CARD READER CR CALL
BUTTON DOOR OPERATOR PUSH BUTTON P DOOR OPERATOR DO DOOR CONTACT DC REQUEST TO EXIT REX KEYPAD KP MOTION SENSOR MS ACCESS CONTROL PANEL AP ELECTRIC STRIKE ES MAGNETIC STRIKE MS 208/240
VOLT RECEPTACLE PENDANT LIGHT 75 75 CAMERA WALL SPEAKER S 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 ELECTRICAL NOTESFIRE ALARM NOTES 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 B C D 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com PERMIT SET
1/8" = 1'-0" 4/19/2021 12:15:36 PM E001 NOTES & LEGEND 2018025 238 DRYDEN RD 4/19/2021 VISUM DEVELOPMENT ITHACA, NY 14850 For Permit PART 1 -GENERAL 1.1 SUBMITTALS A. Provide electronic
(pdf) submittals for approval prior to ordering equipment: 1. Product cut sheets: fixtures, panelboards, disconnects, devices 2. Single line power diagram B.Closeout: 1. Operation and
Maintenance Manual. 2. As-Built drawings. PART 2 -PRODUCTS 2.1WIRING METHODS A.RACEWAYS 1. Concealed dry interior locations: EMT or MC cable 2. Exposed dry interior locations: Electrical
metallic tubing 3. Arrange conduit to maintain headroom and present a neat appearance. 4. Maintain required fire, acoustic and vapor barrier rating when penetrating walls, floors, and
ceilings. 5. Use conduit hangers and clamps, do not fasten with wire or perforated straps. 6. Provide suitable pull string in empty raceways. 7. Completely and thoroughly swab raceway
system before installing conductors. B.BUILDING WIRE: 1. Apartment Feeders: Armored sub-feed cable with Aluminum stranded conductors. 2. Feeder and branch circuits: Copper stranded
conductor, 600 V insulation, THHN/THWN, minimum #12 AWG. 3. 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: 1. Wall switch: 20A, 120V commercial grade, side wired 2. Pilot switch: 20A, 120V red pilot handle. 3. Dimmer switch: On/off and slide, 600 watt
4. Duplex convenience receptacle: 20A, 120V, side wired 5. Surface raceway: Wiremold or equal. 6. Use recessed outlet boxes in finished areas and where indicated. 7. Install wall plates
flush and level. Color: Ivory D. MOUNTING HEIGHTS (Above floor to center) 1. Mount as indicated below unless noted otherwise. 2. Receptacles, Data, TV -18" 3. Switches -48" 4. Emergency
Lights, Exit Signs -80" 2.2EQUIPMENT A. Electric service: 120/240V, Single Phase, 3 wire, 60HZ B. Panelboards and load centers: Square D, Type QO C. Magnetic Motor Starters: Full
voltage for induction motors rated in horsepower, solid state overload relays. D. Combination motor starters: Combine motor starters with non-fusible switch in a single enclosure E.
Contactors: General purpose relays NEMA ICS 2, electrically held. 2.3 LUMINAIRES A. Per Drawing Schedule 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 before disturbing existing installation.
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. Extend existing using materials compatible with existing electrical installations, and as shown. 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. Q. Clean equipment finishes to remove paint
and concrete splatters. 3.2EMERGENCY 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 three extra of each lamp provided. PART 1 -GENERAL 1.1SECTION REQUIREMENTS A. Summary: Provide addressable fire alarm system with manual and automatic
alarm initiation. The system shall include, but not be limited to, all control equipment, power supply, initiating devices, audio and visual notification appliances as appropriate,
conduit, wiring, fittings, and all other accessories necessary to provide a complete and operable system. B.Submittals 1. System operating description and device address list, coordinated
with final system programming. 2. Submit system plans, connection diagrams, battery calculations, conductor types and sizes, voltage drop calculations, and component descriptions.
Calculations and connection diagrams shall be sealed by an Engineer licensed in the State of New York. 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): 1. NFPA 70 National
Electrical Code 2. NFPA 72 National Fire Alarm Code 3. NFPA 101 Life Safety Code 4. Applicable State and Local Codes 5. UL listed and labeled. PART 2 -PRODUCTS 2.1ACCEPTABLE MANUFACTURERS:
A. Notifier or approved equal. All related components shall be of the same manufacturer, or certified to be fully compatible with fire alarm panel. 2.2ALARM-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. Duct Smoke Detectors: UL 268A, with remote indicators: Remote LED alarm lamp compatible with detector.Lamp indication mimics detector. D. Thermal Detectors:
Combination 135 deg F fixed-temperature and rate-of-rise unit. 2.3ALARM-INDICATING DEVICE A. Horns: Electric-vibrating-polarized type, 90 dB at 10 feet. B. Visual Alarm Device: Xenon-strobe
lights with the word "FIRE" engraved in 1-inch-high letters. Rated Light Output: 75 candela, unless noted otherwise. 2.4WIRING 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 3.1INSTALLATION A. Install and test systems according to NFPA 72. Comply with EIA/TIA
570 requirements for lightcommercial 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. C. Water-Flow Detectors and Valve Supervisory Switches: Connect for each sprinkler valve station required to be supervised. D. Duct Smoke Detectors: Furnish and connect
duct detectors mounted by others to fire alarm system. E. 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. F. 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 flushmounted 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. G. 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. H. Fire Alarm Control Unit: Surface mount with
tops of cabinets not more than 6 feet above the finished floor I. Provide Digital Alarm Communicator Transmitter for connection to central monitoring agency in compliance with local
code regulations. Connect to Owner's telephone lines. J. HVAC Control: All ducted HVAC units (excluding exhaust only) shall be shut down through the auxiliary contacts of the control
panel after an alarm has been initiated from any point as shown on the plans. K. Provide sprinkler supervision. L. Ground cable shields and equipment. M. Wiring Method: . 1. Install
wiring "fished" in concealed spaces. 2. Secure to building elements. 3. Run parallel and perpendicular to building elements above suspended ceilings. 4. Run in metal raceways where
indicated. 3.2FINAL 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. G. Prior to final test, the fire department must be notified in accordance with local requirements. 3.3WARRANTY 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. REVISIONS ΔDESCRIPTIONDATE LIGHTING FIXTURE SCHEDULE TypeManufacturerMod
elDescriptionComments BCooper IndustriesS23-DIW-2L30-SR-4-U-DD-SI-S93W Wall Mount LED Strip lightFixtures shall have Lutron stairwell fixture solution controls utilitzing Lutron Digital
Dimming Ballast/Drive and Concealed/Wireless control PowPak. Occupancy sensors shall be Lutron Paio PowrSavr. DSeaGull Lighting6140401-962Pendant LED LightProvide LED lamp, 60 W equivalent.
EM1LithoniaEU2CEmergency Light with (2) 1W lamps, Self DiagnosticsIntegrated battery back-up. EM2LithoniaLHQM LED R HO SDEmergency Light-Exit Sign, (2) 1.5W LED, Self Diagnostics, Remote
Capacity Integrated battery back-up. FNukaraVBL10LBNKLinear LED Vanity Light GLithoniaFMLRL 11 14830FLUSH MOUNTED 11" ROUND LED HLithoniaFMML 7 830FLUSH MOUNTED 7" ROUND LED JCooper
IndustriesS23-DS-2L30-SR-4-U-DD-SI-S93-WCeiling mount LED Strip LightFixtures shall have lutron stairwell fixture solution controls utilitzing Lutron Digital Dimming Ballast/Drive and
Concealed/Wireless control PowPak. Occupancy sensors shall be Lutron Paio PowrSavr. KLithoniaWST LED P1 50K VW 120 PE P1R1FC3V E20WC DNAXD LED Wall PackIntegrated motion detection,
photosensor, and battery backup L1Cooper LightingFE0650Dusk to Dawn Area LightingEntry and Patio Light G A G A G A AG A G A G G G A G G W G G W GTV TV G A G A G A G G G G A G A TV TVG
G G W G A G A G AG G G TV G W G A TV T T ABCD 1 2 3 4 5 6 7 SPRINKLER 005 ELECTRICAL 004 STAIR 2 FACP PH MC MAIN DISCONNECT EWH-1 EBH-1 PH 8,10 PH 9,11 PH 5 PB1 2,4 2 TRASH 007 PACKAGE
RM 006 CORRIDOR 002 BIKE RM 003 STORAGE 008 HALL B009 LIVING B001 KITCHEN B005 BEDROOM B002 CORRIDOR 001 MC WH-1 WH-2 DH-1 DW 48" AFF PB1 PH 16 PH 15 PH 17 MECH 009 PB1 1,3 PB1 5,7
2 2 78" AFF 1 PB1 8 PB1 9 PH 12,14 PB1 10 PB1 12 PB1 15 PB1 14 PB1 13 PB1 16 PB1 6 PB1 18 PB1 17,19 PB1 21 FC-1 3 EBH-2 EBH-1 EF-1 PH 21,23 76"AFF ABCD 1 2 3 4 5 6 7 RA WH-1 P1A P1A
1 P1A 9,11 KITCHEN A101 BEDROOM 1 A102 KITCHEN B101 LIVING/ DINING B102 BEDROOM 1 B103 STAIR 2 STAIR 1 BEDROOM 2 A105 LIVING/ DINING A106 BATH A108 BATH A107 BALCONY DW P1A 5 P1A 7
P1A 3 P1A 13 P1A 15 P1A 18 P1A 16 P1A 10 P1A 12,14 78"AFF P1A 6 P1A 8 P1A 8 P1B DH-1 P1A 20,22 BEDROOM 2 B105 BATH B108 EWH-1 PH 4,6 PH 5 PH 5 DW 78"AFF P1A 2,4 P1B 7 P1B 5 P1B 4,6
P1B 2 P1B 8 P1B 10 P1B 11,13 P1B 12 P1B 14 P1B 10 P1B 9 P1B 15 P1B 16,18 PB1 2,4 1 23 1 23 48"AFF 48"AFF P1B 22 WH-1DH-1 76"AFF 4 44 76"AFF 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 B C D 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118
www.taitem.com PERMIT SET 1/4" = 1'-0" 4/19/2021 12:15:59 PM E101 BASEMENT & 1ST FLOOR PLANS POWER & DATA 2018025 238 DRYDEN RD 4/19/2021 VISUM DEVELOPMENT ITHACA, NY 14850 For Permit
1/4" = 1'-0" 1 BASEMENT FLOOR PLAN -POWER & DATA 1/4" = 1'-0" 2 1ST FLOOR PLAN -POWER & DATA KEYNOTE LEGEND Key ValueKeynote Text 1EC 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. 2AC DISCONNECTS FOR CONDENSING UNITS,
FAN COILS, HOT WATER HEATERS, AND DUCT HEATERS TO BE PROVIDED BY EC. EC TO INSTALL AND COMPLETE ELECTRICAL CONNECTIONS TO DISCONNECTS. TYPICAL OF ALL. 3FAN COILS ARE POWERED FROM HEAT
PUMPS ON ROOF. FAN COIL INTERNAL DUCT HEATERS ARE POWERED FROM PANELS. TYPICAL ALL UNITS. 4ALL ELECTRICAL DEVICE BOXES IN WALL ADJACENT TO STAIRWELLS SHALL BE 2 HR RATED. REVISIONS
ΔDESCRIPTIONDATE 1REVIEW G A G A G A G G G TVG G G A G A TV G W G A G A G AG TV G W G G A G TV G A G A G A G TV G G G A G A G G G W TV G A G A G AG TV G W G A G G TV ABCD 1 2 3 4 5
6 7 P2A P2B PH 5 PH 5 78" AFF 78" AFF 48"AFF 48"AFF P2A 13 P2A 9 P2A 2,4P2A 10 P2A 12P2A 11 P2A 5 P2A 6,8 P2A 7 P2A 14 P2A 15 P2A 16 P2A 17 WH-1 P2A 18,20 P2B 11 P2B 10 P2B 2,4 P2B
5 P2B 6 P2B 8 P2B 7,9P2B 10 P2B 15 P2B 12 P2B 13P2B 14 P2B 16,18 WH-1 P2B 17,19 P2B 20 BEDROOM 2 B205 BEDROOM 1 B203 BALCONY LIVING/ DINING B202 KITCHEN B201 BATH B208 STAIR 2 STAIR
1 BEDROOM 1 A202 KITCHEN A201 LIVING/ DINING A206 BATH A208 BATH A207 BEDROOM 2 A205 BALCONY 76"AFF 76"AFF 1 2 3 4 ABCD 1 2 3 4 5 6 7 P3B P3A PH 5 PH 5 48"AFF 78"AFF 48"AFF 78"AFF P3B
P3B 1 2 P3B P3B P3B P3B P3B 34DW 76"AFF P3B P3B P3B P3B P3B P3B P3A P3A P3A P3AP3A P3A P3A P3A P3A P3A P3A 3 4 2 1 P3B P3A P3A P3A P3A 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 B C D 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118
www.taitem.com PERMIT SET 1/4" = 1'-0" 4/19/2021 12:16:07 PM E102 2ND & 3RD FLOOR PLANS POWER & DATA 2018025 238 DRYDEN RD 4/19/2021 VISUM DEVELOPMENT ITHACA, NY 14850 For Permit 1/4"
= 1'-0" 1 2ND FLOOR PLAN -POWER & DATA 1/4" = 1'-0" 2 3RD FLOOR PLAN -POWER & DATA KEYNOTE LEGEND Key ValueKeynote Text 1AC DISCONNECTS FOR CONDENSING UNITS, FAN COILS, HOT WATER HEATERS,
AND DUCT HEATERS TO BE PROVIDED BY EC. EC TO INSTALL AND COMPLETE ELECTRICAL CONNECTIONS TO DISCONNECTS. TYPICAL OF ALL. 2FAN COILS ARE POWERED FROM HEAT PUMPS ON ROOF. FAN COIL INTERNAL
DUCT HEATERS ARE POWERED FROM PANELS. TYPICAL ALL UNITS. 3EC 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. 4ALL ELECTRICAL DEVICE BOXES IN WALL ADJACENT TO STAIRWELLS SHALL BE 2 HR RATED. REVISIONS ΔDESCRIPTIONDATE 1REVIEW
G A G A G A G TV G G G A G G G A G W TV G A G A G AG TV G W G A G G TV G W ABCD 1 2 3 4 5 6 7 BEDROOM 2 A405 BEDROOM 1 A402 KITCHEN A401 LIVING/ DINING A406 BALCONY BATH A408 BATH A407
STAIR 1 STAIR 2 BEDROOM 2 B405 BEDROOM 1 B403 BALCONY LIVING/ DINING B402 KITCHEN B401 BATH B408 P4B P4A PH 5 PH 5 48"AFF 78"AFF 48"AFF 78"AFF CIRCUITING SIMILAR TO APARTMENT 2A, REFER
TO 2ND FLOOR PLAN FOR CIRCUITING REQUIREMENTS CIRCUITING SIMILAR TO APARTMENT 2B, REFER TO 2ND FLOOR PLAN FOR CIRCUITING REQUIREMENTS ABCD 1 2 3 4 5 6 7 PH 1,3 P2A 1,3 P3A 1,3 P4B 1,3
P4A 1,3 PH 2 HP-1HP-1HP-1HP-1 HP-1 HP-1 HP-1HP-1HP-1 P1B 1,3 P2B 1,3 P3B 1,3 P1A 21,23 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 B C D 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com PERMIT SET 1/4" = 1'-0" 4/19/2021
12:16:14 PM E103 4TH FLOOR & ROOF PLAN POWER & DATA 2018025 238 DRYDEN RD 4/19/2021 VISUM DEVELOPMENT ITHACA, NY 14850 For Permit 1/4" = 1'-0" 1 4TH FLOOR PLAN -POWER & DATA 1/4" =
1'-0" 2 ROOF PLAN -POWER & DATA KEYNOTE LEGEND Key ValueKeynote Text 1FAN COILS ARE POWERED FROM HEAT PUMPS ON ROOF. FAN COIL INTERNAL DUCT HEATERS ARE POWERED FROM PANELS. TYPICAL
ALL UNITS. REVISIONS ΔDESCRIPTIONDATE 1REVIEW J J S P S P S P S P SP S P S P S P S H/S S H/S SH/S S H/S S P SH/S S P 3 3 O S O S 3 3 3 3 S P S P S P S P S P S P S P S P J J J J J J
J 3 3 P P P ABCD 1 2 3 4 5 6 7 ELECTRICAL 004 SPRINKLER 005 STAIR 2 EM1 EM2 EM1 K 8' AFG WP 5 STORAGE 008CORRIDOR 002 LIVING B001 KITCHEN B005 BEDROOM B002 CORRIDOR 001 BIKE RM 003
PACKAGE RM 006 TRASH 007 EM1 EM1 EM1 J J J J J J J EM1 G G G G G G G G G c c c a a a a c d L1 d PB1 20 PB1 11 2 4 6 6 3 66 6 PH 13 PH 19 EM1 PH 18 FACP PH G 1 7 ABCD 1 2 3 4 5 6 7 LIVING/
DINING A106 KITCHEN A101 BATH A108 BATH A107 STAIR 1 STAIR 2 BEDROOM 1 A102 BEDROOM 2 A105 BEDROOM 2 B105 BEDROOM 1 B103 LIVING/ DINING B102 KITCHEN B101 BATH B108 P1B P1A GG D G G
BB G a a a b b c P1A 17 P1A 19 EF-1 EF-1 B EM2 B c G G a a G b c b G G P1B 20 P1B 21 1 2 3 3 2 2 2 4 4 4 EF-1 PH 13 PH 13 K K PH 13 K EM1 K PH 13 WP 5 5 5 EM2 ab c aa PH 18 F F F RA
L1 L1 GG GH H H 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
B C D 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com PERMIT SET 1/4" = 1'-0" 4/19/2021 12:16:29 PM E201 BASEMENT & 1ST FLOOR PLANS LIGHTING & FIRE ALARM
2018025 238 DRYDEN RD 4/19/2021 VISUM DEVELOPMENT ITHACA, NY 14850 For Permit 1/4" = 1'-0" 1 BASEMENT FLOOR PLAN -LIGHTING & FIRE ALARM 1/4" = 1'-0" 2 1ST FLOOR PLAN -LIGHTING & FIRE
ALARM KEYNOTE LEGEND Key ValueKeynote Text 1PROVIDE FIRE ALARM CONNECTIONS TO (3) TAMPER AND (1)FLOW SWITCHES. COORDINATE CONNECTIONS WITH SPRINKLER CONTRACTOR. 2PROVIDE WIRING AND
BLANK COVER PLATE TO J-BOX LOCATIONS IN ALL BEDROOMS TO ALLOW FOR FUTURE INSTALLATION OF NOTIFICATION DEVICES TO MEET ADA REQUIREMENTS. TYPICAL FOR ALL BEDROOMS. 3OCCUPANCY SENSORS
IN STAIR TO CONTROL LIGHTING ON SAME LEVEL AS OCCUPANCY SENSOR AND ON INTERMEDIATE LANDING ABOVE AND INTERMEDIATE LANDING BELOW. OCCUPANCY "ON-TIME" SHALL BE 1 MINUTE. UN-OCCUPIED LIGHTING
LEVELS SHALL BE 20% OF OCCUPIED LEVELS. TYPICAL OF ALL. 4BATHROOM FAN UNITS TO BE FURNISHED AND INSTALLED BY MC. EC TO MAKE ELECTRICAL CONNECTION TO UNITS. TYPICAL OF ALL. 5PROVIDE
WIRING AND BLANK COVER PLATE TO J-BOX LOCATIONS IN ALL BATHROOMS TO ALLOW FOR FUTURE INSTALLATION OF FIRE ALARM DEVICES. TYPICAL FOR ALL BATHROOMS. 6OCCUPANCY SENSOR TO CONTROL ALL
HALL OR ROOM LIGHTING. OCCUPANCY "ON-TIME" SHALL BE SET TO 5 MINUTES. UN-OCCUPIED LIGHTING LEVELS SHALL BE 20% OF OCCUPIED LEVELS. 7PROVIDE FIRE ALARM PULL STATION IN SPRINKLER ROOM.
REVISIONS ΔDESCRIPTIONDATE 1REVIEW NOTE: SWITCHING AND CIRCUITING ON FLOORS ABOVE SIMILAR TO THIS FLOOR PLAN UNLESS OTHERWISE NOTED. 3 3 3 3 J J J J 3 J J J 3 S P S P S P S P S P S
P S P S P P 3 3 3 3 J J J J 3 3 J J J 3 S P S P S P S P S P S P S P S P P P P ABCD 1 2 3 4 5 6 7 aa a a bb b c b aa c b PH 13 K 12' AFG L1 G G G GG G F aa EM1EM1EM1 EM1 B B GGG G D
G H F F H G L1 B B PH 18 c G c H 1 ABCD 1 2 3 4 5 6 7 aa a a bb b c c b aa c b GGG G G H G H D F F L1 B EM1 EM1 EM1 EM1 B B B G G L1 G G G G G F aa PH 18 c H 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 B C D 110 South Albany St. Ithaca, New
York 14850 ph: 607.277.1118 www.taitem.com PERMIT SET 1/4" = 1'-0" 4/19/2021 12:16:37 PM E202 2ND & 3RD FLOOR PLANS LIGHTING & FIRE ALARM 2018025 238 DRYDEN RD 4/19/2021 VISUM DEVELOPMENT
ITHACA, NY 14850 For Permit 1/4" = 1'-0" 1 2ND FLOOR PLAN -LIGHTING & FIRE ALARM 1/4" = 1'-0" 2 3RD FLOOR PLAN -LIGHTING & FIRE ALARM KEYNOTE LEGEND Key ValueKeynote Text 1PROVIDE FIRE
ALARM CONNECTIONS TO (3) TAMPER AND (1)FLOW SWITCHES. COORDINATE CONNECTIONS WITH SPRINKLER CONTRACTOR. REVISIONS ΔDESCRIPTIONDATE 1REVIEW NOTE: REFER TO FIRST FLOOR SWITCHING AND CIRCUITING
NOTE: REFER TO FIRST FLOOR SWITCHING AND CIRCUITING 3 3 3 3 J J J J 3 3 J J J 3 S P S P S P S P S P S P S P S P P P P ABCD 1 2 3 4 5 6 7 aa a a bb b b aa c b aa L1 G G G G G G F EM1
EM1 BBB B EM1 EM1 G G G G D F F G L1 PH 18 c G H H c G c H 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 B C D 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com PERMIT SET 1/4" = 1'-0" 4/19/2021 12:16:44 PM E203 4TH FLOOR
PLAN LIGHTING & FIRE ALARM 2018025 238 DRYDEN RD 4/19/2021 VISUM DEVELOPMENT ITHACA, NY 14850 For Permit 1/4" = 1'-0" 1 4TH FLOOR PLAN -LIGHTING & FIRE ALARM KEYNOTE LEGEND Key ValueKeynote
Text 1PROVIDE FIRE ALARM CONNECTIONS TO (3) TAMPER AND (1)FLOW SWITCHES. COORDINATE CONNECTIONS WITH SPRINKLER CONTRACTOR. REVISIONS ΔDESCRIPTIONDATE 1REVIEW NOTE: REFER TO FIRST FLOOR
SWITCHING AND CIRCUITING PANEL HP 208/120V 150A 1PH HOUSE PANEL MLO PANEL P1A UNIT A 208/120V 225A 1PH MLO 1ST FLOOR BASEMENT 2ND FLOOR 3RD FLOOR 4TH FLOOR 600A FUSED SERVICE DISCONNECT
(3PH/4W) SQD EZM3600FS WITH 300 V 600A CLASS T FUSES 200A 150A 5 POSITION 225A METER SOCKET (TYP OF 2) SQD EZMR315225 WITH QD CIRCUIT BREAKERS (3) SETS OF #4/0 CU THWN IN 2" PVC, UNDERGROUND
TO UTILITY POLE STABILOY MC CABLE: (3) #2/0, (1) #4 GND 200A200A 200A 200A 200A200A 200A 200A PH P1A PANEL P2A UNIT A 208/120V 225A 1PH MLO PANEL P3A UNIT A 208/120V 225A 1PH MLO PANEL
P4A UNIT A 208/120V 225A 1PH MLO PANEL P1B UNIT A 208/120V 225A 1PH MLO PANEL P2B UNIT A 208/120V 225A 1PH MLO PANEL P3B UNIT A 208/120V 225A 1PH MLO PANEL P4B UNIT A 208/120V 225A
1PH MLO PANEL PB1 UNIT A 208/120V 225A 1PH MLO STABILOY MC CABLE: (3) 4/0, (1) #2 GND TYPICAL OF ALL APARTMENT FEEDS P2A P3A P4A PB1 P1B P2B P3B P4B 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 B C D 110 South Albany St. Ithaca, New York 14850
ph: 607.277.1118 www.taitem.com PERMIT SET 1" = 1'-0" 4/19/2021 12:16:45 PM E501 SCHEMATICS 2018025 238 DRYDEN RD 4/19/2021 VISUM DEVELOPMENT ITHACA, NY 14850 For Permit 1" = 1'-0"
1 RISER DIAGRAM REVISIONS ΔDESCRIPTIONDATE 1REVIEW 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 B C D 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com PERMIT SET 4/19/2021 12:16:47 PM E601 PANEL SCHEDULES 2018025 238 DRYDEN
RD 4/19/2021 VISUM DEVELOPMENT ITHACA, NY 14850 For Permit Notes: Lighting - Dwelling Unit65 VA100.00%65 VA Receptacle4680 VA100.00%4680 VA Electric Heat10500 VA61.43%6450 VA Dwelling
Unit - Lighting80 VA100.00%80 VATotal Est. Demand...89 A Power4500 VA100.00%4500 VATotal Conn. Current:111 A Other2330 VA80.00%1864 VATotal Est. Demand:18,547 VA Lighting571 VA100.00%571
VATotal Conn. Load:23,063 VA HVAC49 VA100.00%49 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Legend: Total Amps:111 A110 A Total Load:11576 VA11487
VA 29Spare20 A10 / 0120 ASpare30 270 VA / 0 VA120 ASpare28 2526 ------2500 VA / 0 VA24 21,23EBH-1 STORAGE 008, EBH-2 MECH...20 A22500 / 022 19LIGHTING BASEMENT20 A1145 VA / 0 VA20 17REC.
BIKE RM20 A1360 / 157120 ALIGHTING STAIR 1 & 218 15REC. PACKAGE, STOR., TRASH RM...20 A11309 VA / 1080...120 AREC. ELEC., SPRINKLER, CORR.16 13LIGHTING EXTERIOR20 A1414 / 2250-----------375
VA / 2250 VA230 AWATER HEATER WH-212,14 9,11Electric Heat EWH-1 STAIR 220 A2375 / 2000-----7EXIT SIGNS & EM LIGHTS20 A1288 VA / 2000 VA220 AElectric Heat EBH-1 SPRINKLER RM8,10 5RECETACLES
STAIR 1 & 220 A11800 / 375-----------1165 VA / 375 VA220 AEWH-1 STAIR 14,6 1,3HP-1 ROOF20 A21165 / 180120 ARECEPTACLE (ROOF)2 CKTCircuit DescriptionTripPoles AB PolesTripCircuit DescriptionCKT
Notes: Enclosure:NEMA 1 Mounting:SurfaceWires:3Mains Rating:150 A Supply From:Phases:1Mains Type:MCB Location:ELECTRICAL 004Volts:120/208 SingleA.I.C. Rating:22K Branch Panel:PH Notes:
Lighting - Dwelling Unit131 VA100.00%131 VA Receptacle6880 VA100.00%6880 VATotal Est. Demand...136 A Power18500 VA90.81%16800 VATotal Conn. Current:149 A Other5354 VA80.00%4283 VATotal
Est. Demand:28,203 VA Lighting11 VA100.00%11 VATotal Conn. Load:30,974 VA HVAC98 VA100.00%98 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Legend: Total
Amps:152 A144 A Total Load:15974 VA15000 VA 2930 2728 2526 ------1165 VA / 0 VA24 21,23HP-1 (ROOF) FC-120 A21165 / 1500-----19LIGHTS (AFCI)20 A1145 VA / 1500 VA220 ADUCT HEATER20,22
17LIGHTS (AFCI)20 A1119 / 180120 AREC. BATHROOM (AFCI)18 15REC. BATHROOM (AFCI)20 A1180 VA / 1440 VA120 AREC. BEDROOM 1 & 2 (AFCI)16 13REC. ISLAND KITCHEN (AFCI)20 A1540 / 3000-----------4000
VA / 3000...230 ADRYER12,14 9,11RANGE KITCHEN (AFCI)50 A24000 / 180120 AWASHER10 7REC. ABOVE COUNTER KITCHEN20 A1360 VA / 360 VA120 AREC. TV & INTERNET / WIFI (AFCI)8 5DISHWASHER KITCHEN20
A1600 / 1440120 AREC. LIVING RM. (AFCI)6 3REFRIGERATOR KITCHEN (AFCI)20 A1600 VA / 2250 VA-----1MICROWAVE KITCHEN (AFCI)20 A11000 / 2250230 AHOT WATER HEATER WH-12,4 CKTCircuit DescriptionTripPoles
AB PolesTripCircuit DescriptionCKT Notes: Enclosure:NEMA 1 Mounting:RecessedWires:3Mains Rating:225 A Supply From:Phases:1Mains Type:MCB Location:LIVING/ DINING A106Volts:120/208 SingleA.I.C.
Rating:10K Branch Panel:P1A Notes: Lighting - Dwelling Unit122 VA100.00%122 VA Receptacle5980 VA100.00%5980 VATotal Est. Demand...131 A Power18500 VA90.81%16800 VATotal Conn. Current:144
A Other5342 VA80.00%4274 VATotal Est. Demand:27,236 VA Lighting11 VA100.00%11 VATotal Conn. Load:30,004 VA HVAC49 VA100.00%49 VA Load ClassificationConnected LoadDemand FactorEstimated
DemandPanel Totals Legend: Total Amps:150 A137 A Total Load:15767 VA14237 VA 2930 2728 2526 2324 21LIGHTS (AFCI)20 A192 / 180120 AREC. ABOVE COUNTER22 ------2250 VA / 102 VA120 ALIGHTS
(AFCI)20 17,19WH-130 A22250 / 1500-----15REC, LIVING ROOM (AFCI)20 A11080 VA / 1500...220 ADH-116,18 ------3000 / 180120 AREC. BATHROOM (AFCI)14 11,13DRYER30 A23000 VA / 180 VA120 AWASHING
MACHINE12 9REC. BEDROOMS (AFCI)20 A11440 / 360120 AREC. TV & INTERNET / WIFI (AFCI)10 7DISHWASHER20 A1600 VA / 360 VA120 AREC. ABOVE COUNTER8 5MICROWAVE (AFCI)20 A11000 / 4000-----------1165
VA / 4000...250 ARANGE (AFCI)4,6 1,3HP-1 (ROOF) FC-120 A21165 / 600120 AREC. REFRIGERATOR (AFCI)2 CKTCircuit DescriptionTripPoles AB PolesTripCircuit DescriptionCKT Notes: Enclosure:NEMA
1 Mounting:RecessedWires:3Mains Rating:225 A Supply From:Phases:1Mains Type:MCB Location:LIVING/ DINING B102Volts:120/208 SingleA.I.C. Rating:10K Branch Panel:P1B Notes: Lighting -
Dwelling Unit131 VA100.00%131 VATotal Est. Demand...124 A Receptacle6880 VA100.00%6880 VATotal Conn. Current:134 A Power18500 VA90.81%16800 VATotal Est. Demand:25,705 VA Other2354 VA80.00%1883
VATotal Conn. Load:27,876 VA Lighting11 VA100.00%11 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Legend: Total Amps:139 A128 A Total Load:14582 VA13294
VA 2930 2728 2526 2324 21LIGHTS (AFCI)20 A147 / 022 19LIGHTS (AFCI)20 A1119 VA / 2250 VA-----17REC. BATHROOM (AFCI)20 A1180 / 2250230 AWATER HEATER WH-118,20 15REC. LIVING ROOM (AFCI)20
A11440 VA / 180 VA120 AREC. BATHROOM (AFCI)16 13REC. ABOVE COUNTER & ISLAND20 A1540 / 1440120 AREC. BEDROOM 1 & 2 (AFCI)14 11DISHWASHER20 A1600 VA / 360 VA120 AREC. ABOVE COUNTER12
9REFRIGERATOR (AFCI)20 A1600 / 1000120 AMICROWAVE (AFCI)10 7WASHING MACHINE20 A1180 VA / 3000 VA-----5REC. TV. INTERNET / WIFI (AFCI)20 A1360 / 3000230 ADRYER6,8 ------1165 VA / 4000...-----1,3HP-1
ROOF, FC-120 A21165 / 4000250 ARANGE (AFCI)2,4 CKTCircuit DescriptionTripPoles AB PolesTripCircuit DescriptionCKT Notes: Enclosure:NEMA 1 Mounting:RecessedWires:3Mains Rating:225 A
Supply From:Phases:1Mains Type:MCB Location:LIVING/ DINING A206Volts:120/208 SingleA.I.C. Rating:10K Branch Panel:P2A Notes: Lighting - Dwelling Unit96 VA100.00%96 VATotal Est. Demand...119
A Receptacle5980 VA100.00%5980 VATotal Conn. Current:129 A Power18500 VA90.81%16800 VATotal Est. Demand:24,761 VA Other2342 VA80.00%1874 VATotal Conn. Load:26,929 VA Lighting11 VA100.00%11
VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Legend: Total Amps:121 A135 A Total Load:12634 VA14295 VA 2930 2728 2526 2324 21LIGHTS (AFCI)20 A192 /
27120 ALIGHTS (AFCI)22 ------0 VA / 1080 VA120 ARECEPTACLES (AFCI)20 17,19WATER HEATER WH-130 A20 / 2250-----15REC. BATHROOM (AFCI)20 A1180 VA / 2250 VA220 ADH-116,18 13REC. ABOVE COUNTER20
A1360 / 600120 ADISHWASHER14 11REC. BEDROOM 1 & 2 (AFCI)20 A11440 VA / 1000...120 AMICROWAVE (AFCI)12 ------3000 / 360120 AREC. TV, INTERNET / WIFI (AFCI)10 7,9DRYER30 A23000 VA / 180
VA120 AWASHING MACHINE8 5REC. ABOVE COUNTER20 A1180 / 600120 AREFRIGERATOR (AFCI)6 ------1165 VA / 4000...-----1,3HP-1 (ROOF), FC-120 A21165 / 4000250 ARANGE (AFCI)2,4 CKTCircuit DescriptionTripPole
s AB PolesTripCircuit DescriptionCKT Notes: Enclosure:NEMA 1 Mounting:RecessedWires:3Mains Rating:225 A Supply From:Phases:1Mains Type:MCB Location:LIVING/ DINING B202Volts:120/208 SingleA.I.C.
Rating:10K Branch Panel:P2B Notes: Receptacle5980 VA100.00%5980 VA Dwelling Unit - Lighting112 VA100.00%112 VATotal Est. Demand...114 A Power16500 VA92.12%15200 VATotal Conn. Current:123
A Other3012 VA80.00%2410 VATotal Est. Demand:23,762 VA Lighting11 VA100.00%11 VATotal Conn. Load:25,664 VA HVAC49 VA100.00%49 VA Load ClassificationConnected LoadDemand FactorEstimated
DemandPanel Totals Legend: Total Amps:133 A110 A Total Load:14230 VA11434 VA 2930 2728 2526 2324 21REC. BATHROOM (AFCI)20 A1180 / 022 ------3000 VA / 93 VA120 ALIGHTS (AFCI)20 17,19RANGE
(AFCI)20 A23000 / 1000120 AMICROWAVE (AFCI)18 15REC. ABOVE COUNTER20 A1540 VA / 600 VA120 AREC. DISHWASHER16 13REC. REFRIGERATOR (AFCI)20 A1600 / 540120 AREC. ABOVE COUNTER14 11LIGHTS
(AFCI)20 A191 VA / 180 VA120 AREC. MECH RM12 9REC. BEDROOM, LIVING RM (AFCI)20 A11080 / 900120 AREC. LIVINGROOM, HALL (AFCI)10 ------1500 VA / 180 VA120 AREC. CABLE TV / WIFI (AFCI)8
5,7DH-120 A21500 / 180120 AREC. WASHING MACHINE6 ------3000 VA / 2250...-----1,3DRYER30 A23000 / 2250230 AWH-22,4 CKTCircuit DescriptionTripPoles AB PolesTripCircuit DescriptionCKT
Notes: Enclosure:NEMA 1 Mounting:RecessedWires:3Mains Rating:225 A Supply From:Phases:1Mains Type:MCB Location:LIVING B001Volts:120/208 SingleA.I.C. Rating:10K Branch Panel:PB1 REVISIONS
ΔDESCRIPTIONDATE 1REVIEW 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 B C D 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com PERMIT SET 4/19/2021 12:16:48 PM E602 PANEL SCHEDULES 2018025 238 DRYDEN RD 4/19/2021 VISUM
DEVELOPMENT ITHACA, NY 14850 For Permit REEFER TO SECOND FLOOR PANELS FOR ADDITIONAL CIRCUITING INFORMATION Notes: Total Est. Demand...123 A Total Conn. Current:133 A Receptacle6880
VA100.00%6880 VATotal Est. Demand:25,544 VA Power18500 VA90.81%16800 VATotal Conn. Load:27,710 VA Other2330 VA80.00%1864 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel
Totals Legend: Total Amps:135 A130 A Total Load:14175 VA13535 VA 2930 2728 2526 2324 2122 190 VA / 2250 VA-----17REC BATHROOM (AFCI)20 A1180 / 2250230 AWH-118,20 15REC LIVING RM (AFCI)20
A11440 VA / 180 VA120 AREC BATHROOM (AFCI)16 13DISHWASHER20 A1600 / 1440120 AREC BEDROOMS (AFCI)14 ------4000 VA / 360 VA120 AREC ABOVE COUNTER12 9,11RANGE (AFCI)50 A24000 / 1000120
AMICROWAVE (AFCI)10 7REFRIGERATOR (AFCI)20 A1600 VA / 540 VA120 AREC ABOVE COUNTER8 5WASHER20 A1180 / 3000-----------1165 VA / 3000...230 ADRYER4,6 1,3HP-1 (ROOF), FC-120 A21165 / 360120
AREC TV / WIFI (AFCI)2 CKTCircuit DescriptionTripPoles AB PolesTripCircuit DescriptionCKT Notes: Enclosure:NEMA 1 Mounting:RecessedWires:3Mains Rating:225 A Supply From:Phases:1Mains
Type:MCB Location:LIVING/ DINING A306Volts:120/208 SingleA.I.C. Rating:10K Branch Panel:P3A REFER TO SECOND FLOOR PANEL SCHEDULES FOR ADDITIONAL CIRCUITING INFORMATION Notes: Total
Est. Demand...101 A Total Conn. Current:107 A Receptacle5980 VA100.00%5980 VATotal Est. Demand:21,044 VA Power14000 VA94.29%13200 VATotal Conn. Load:22,310 VA Other2330 VA80.00%1864
VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Legend: Total Amps:113 A100 A Total Load:11925 VA10385 VA 2930 2728 2526 2324 2122 1920 17REC ABOVE COUNTER20
A1180 / 180120 AREC BATHROOM (AFCI)18 15DISHWASHER20 A1600 VA / 360 VA120 AREC ABOVE COUNTER16 13MICROWAVE (AFCI)20 A11000 / 4000-----------3000 VA / 4000...250 ARANGE (AFCI)12,14 9,11DRYER30
A23000 / 600120 AREFRIGERATOR (AFCI)10 ------0 VA / 180 VA120 AREC. WASHER8 5,7WH-130 A20 / 360120 AREC TV (AFCI)6 ------1165 VA / 1080...120 AREC LIVING RM, BALCONY (AFCI)4 1,3HP-1
(ROOF), FC-120 A21165 / 1440120 AREC BEDROOMS (AFCI)2 CKTCircuit DescriptionTripPoles AB PolesTripCircuit DescriptionCKT Notes: Enclosure:NEMA 1 Mounting:RecessedWires:3Mains Rating:225
A Supply From:Phases:1Mains Type:MCB Location:LIVING/ DINING B302Volts:120/208 SingleA.I.C. Rating:10K Branch Panel:P3B REFER TO SECOND FLOOR PANEL SCHEDULES FOR ADDITIONAL CIRCUITING
INFORMATION Notes: Total Est. Demand...9 A Total Conn. Current:11 A Total Est. Demand:1,864 VA Total Conn. Load:2,330 VA Other2330 VA80.00%1864 VA Load ClassificationConnected LoadDemand
FactorEstimated DemandPanel Totals Legend: Total Amps:11 A11 A Total Load:1165 VA1165 VA 2930 2728 2526 2324 2122 1920 1718 1516 1314 1112 910 78 56 ------1165 VA / 0 VA4 1,3HP-1 (R00F)
FC-120 A21165 / 02 CKTCircuit DescriptionTripPoles AB PolesTripCircuit DescriptionCKT Notes: Enclosure:NEMA 1 Mounting:RecessedWires:3Mains Rating:225 A Supply From:Phases:1Mains Type:MCB
Location:LIVING/ DINING A406Volts:120/208 SingleA.I.C. Rating:10K Branch Panel:P4A REFER TO SECOND FLOOR PANEL SCHEDULES FOR ADDITIONAL CIRCUITING INFORMATION Notes: Total Est. Demand...9
A Total Conn. Current:11 A Total Est. Demand:1,864 VA Total Conn. Load:2,330 VA Other2330 VA80.00%1864 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals
Legend: Total Amps:11 A11 A Total Load:1165 VA1165 VA 2930 2728 2526 2324 2122 1920 1718 1516 1314 1112 910 78 56 ------1165 VA / 0 VA4 1,3HP-1 (ROOF), FC-120 A21165 / 02 CKTCircuit
DescriptionTripPoles AB PolesTripCircuit DescriptionCKT Notes: Enclosure:NEMA 1 Mounting:RecessedWires:3Mains Rating:225 A Supply From:Phases:1Mains Type:MCB Location:LIVING/ DINING
B402Volts:120/208 SingleA.I.C. Rating:10K Branch Panel:P4B REVISIONS ΔDESCRIPTIONDATE 1REVIEW
2018025- 238 Dryden Rd- ComCheck compliance-report-20210615.pdf
COMcheck Software Version 4.1.5.1 Envelope Compliance Certificate Project Title: 2018 IECC Project Type: New Construction Permit No. 38763 Vertical Glazing / Wall Area: 6% Location:
Ithaca, New York Climate Zone: 6a Construction Site: 238 Dryden Rd Ithaca, NY 14850 Owner/Agent: Todd Fox Visum Development 119 S. Cayuga St 3rd floor Ithaca, NY 14850 607-269-7300
todd@visumdevelopment.com Designer/Contractor: Noah Demarest STREAM Collaborative 108 W. State St 2nd floor Ithaca, NY 14850 607-216-8802 noah@streamcolab.com Project Information Energy
Code: 238 Dryden Rd Enhanced Interior Lighting Controls Additional Efficiency Package(s) Building Area Floor Area 1-Multifamily : Residential 9657 Envelope Assemblies Assembly Cavity
R-Value Cont. R-Value Proposed U-Factor Budget UFactor(a) Gross Area or Perimeter basement slab: Slab-On-Grade:Heated Fully Insulated (user specified perimeter R-value + R-10.0 under
slab), [Bldg. Use 1 - Multifamily] (d) 180 --- 12.5 0.530 0.602 NORTH basement north icf: Solid Concrete:8" Thickness, Normal Density, Furring: None, [Bldg. Use 1 - Multifamily] 401
--- 22.0 0.042 0.071 wood framed north wall: Wood-Framed, 16" o.c., [Bldg. Use 1 Multifamily] 1613 30.0 0.0 0.053 0.051 Window 1 copy 1: Vinyl/Fiberglass Frame:Operable, Perf. Specs.:
Product ID INTERTEK LPB/WPPS-60-01, SHGC 0.28, VT 0.48, [Bldg. Use 1 - Multifamily] (c) 106 --- --- 0.270 0.430 Door 4: Other Door, Swinging, [Bldg. Use 1 - Multifamily] 93 --- ---
0.230 0.370 EAST basement east icf: Solid Concrete:8" Thickness, Normal Density, Furring: None, [Bldg. Use 1 - Multifamily] 554 --- 22.0 0.042 0.071 Door 3: Other Door, Swinging, [Bldg.
Use 1 - Multifamily] 15 --- --- 0.230 0.370 wood framed east wall: Wood-Framed, 16" o.c., [Bldg. Use 1 Multifamily] 2465 30.0 0.0 0.053 0.051 Window 1 copy 2: Vinyl/Fiberglass Frame:Operable,
Perf. Specs.: Product ID INTERTEK LPB/WPPS-60-01, SHGC 0.28, VT 0.48, [Bldg. Use 1 - Multifamily] (c) 159 --- --- 0.270 0.430 Door 4 copy 1: Other Door, Swinging, [Bldg. Use 1 - Multifamily]
8 --- --- 0.230 0.370 Project Title: Data filename: 238 Dryden Rd U:\2018025 - 238 Dryden Rd - Visum\02.0 APPROVALS\238 ComCheck (1).cck 06/15/21Report date: 201 ofPage Assembly Cavity
R-Value Cont. R-Value Proposed U-Factor Budget UFactor(a) Gross Area or Perimeter SOUTH basement south wood framed: Wood-Framed, 16" o.c., [Bldg. Use 1 Multifamily] 130 30.0 0.0 0.053
0.051 Window 2: Vinyl/Fiberglass Frame:Operable, Perf. Specs.: Product ID INTERTEK LPB/WPPS-60-01, SHGC 0.28, VT 0.48, [Bldg. Use 1 Multifamily] (c) 25 --- --- 0.270 0.430 Door 1: Other
Door, Swinging, [Bldg. Use 1 - Multifamily] 21 --- --- 0.230 0.370 Door 2: Other Door, Swinging, [Bldg. Use 1 - Multifamily] 21 --- --- 0.230 0.370 basement southwest wood framed: Wood-Framed,
16" o.c., [Bldg. Use 1 - Multifamily] 96 30.0 0.0 0.053 0.051 Window 1: Vinyl/Fiberglass Frame:Operable, Perf. Specs.: Product ID INTERTEK LPB/WPPS-60-01, SHGC 0.28, VT 0.48, [Bldg.
Use 1 Multifamily] (c) 50 --- --- 0.270 0.430 wood framed south wall: Wood-Framed, 16" o.c., [Bldg. Use 1 Multifamily] 1662 30.0 0.0 0.053 0.051 Window 1 copy 4: Vinyl/Fiberglass Frame:Operable,
Perf. Specs.: Product ID INTERTEK LPB/WPPS-60-01, SHGC 0.28, VT 0.48, [Bldg. Use 1 - Multifamily] (c) 169 --- --- 0.270 0.430 Door 7: Other Door, Swinging, [Bldg. Use 1 - Multifamily]
72 --- --- 0.230 0.370 WEST basement west icf: Solid Concrete:8" Thickness, Normal Density, Furring: None, [Bldg. Use 1 - Multifamily] 488 --- 22.0 0.042 0.071 wood framed west wall:
Wood-Framed, 16" o.c., [Bldg. Use 1 Multifamily] 2280 30.0 0.0 0.053 0.051 Window 1 copy 3: Vinyl/Fiberglass Frame:Operable, Perf. Specs.: Product ID INTERTEK LPB/WPPS-60-01, SHGC 0.28,
VT 0.48, [Bldg. Use 1 - Multifamily] (c) 72 --- --- 0.270 0.430 Door 4 copy 2: Other Door, Swinging, [Bldg. Use 1 - Multifamily] 24 --- --- 0.230 0.370 (a) Budget U-factors are used
for software baseline calculations ONLY, and are not code requirements. (b) 'Other' components require supporting documentation for proposed U-factors. (c) Fenestration product performance
must be certified in accordance with NFRC and requires supporting documentation. (d) Slab-On-Grade proposed and budget U-factors shown in table are F-factors. Envelope Compliance Statement
Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit
application. The proposed envelope systems have been designed to meet the 2018 IECC requirements in COMcheck Version 4.1.5.1 and to comply with any applicable mandatory requirements
listed in the Inspection Checklist. Name - Title Signature Date Envelope PASSES: Design 18% better than code Project Title: Data filename: 238 Dryden Rd U:\2018025 - 238 Dryden Rd -
Visum\02.0 APPROVALS\238 ComCheck (1).cck 06/15/21Report date: 202 ofPage COMcheck Software Version 4.1.5.1 Interior Lighting Compliance Certificate Project Title: 2018 IECC Project
Type: New Construction Permit No. 38763 Construction Site: 238 Dryden Rd Ithaca, NY 14850 Owner/Agent: Todd Fox Visum Development 119 S. Cayuga St 3rd floor Ithaca, NY 14850 607-269-7300
todd@visumdevelopment.com Designer/Contractor: Noah Demarest STREAM Collaborative 108 W. State St 2nd floor Ithaca, NY 14850 607-216-8802 noah@streamcolab.com Project Information Energy
Code: 238 Dryden Rd Enhanced Interior Lighting Controls Additional Efficiency Package(s) Allowed Interior Lighting Power A Area Category B Floor Area (ft2) C Allowed Watts / ft2 D Allowed
Watts (B X C) 1-Multifamily 9657 0.68 6567 6567Total Allowed Watts = Proposed Interior Lighting Power E (C X D) D Fixture Watt. A Fixture ID : Description / Lamp / Wattage Per Lamp
/ Ballast B Lamps/ Fixture C # of Fixtures 1-Multifamily LED 1: B: WALL MOUNT STRIP LIGHT: LED Linear 10W: 1 17 10 170 LED 2: H: DOWN LIGHT: LED MR 10W: 1 12 10 120 LED 3: D: PENDANT:
LED Other Fixture Unit 60W: 1 4 60 240 LED 4: F: VANITY LIGHT: LED Linear 11W: 1 13 12 156 LED 5: G: ROUND FLUSH MOUNT: LED Panel 60W: 1 64 60 3840 LED 6: J: WALL STRIP: LED Linear
10W: 1 7 10 70 LED 7: EM1: EMERGENCY LIGHT: LED A Lamp 2.5W: 1 18 2 36 LED 8: EM2: EMERGENCY EXIT LIGHT/SIGN: LED A Lamp 2.5W: 1 3 2 6 4638Total Proposed Watts = Interior Lighting Compliance
Statement Compliance Statement: The proposed interior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted
with this permit application. The proposed interior lighting systems have been designed to meet the 2018 IECC requirements in COMcheck Version 4.1.5.1 and to comply with any applicable
mandatory requirements listed in the Inspection Checklist. Interior Lighting PASSES: Design 29% better than code Project Title: Data filename: 238 Dryden Rd U:\2018025 - 238 Dryden
Rd - Visum\02.0 APPROVALS\238 ComCheck (1).cck 06/15/21Report date: 203 ofPage Name - Title Signature Date Project Title: Data filename: 238 Dryden Rd U:\2018025 - 238 Dryden Rd - Visum\02.0
APPROVALS\238 ComCheck (1).cck 06/15/21Report date: 204 ofPage COMcheck Software Version 4.1.5.1 Exterior Lighting Compliance Certificate Project Title: 2018 IECC Project Type: New
Construction Permit No. 38763 Construction Site: 238 Dryden Rd Ithaca, NY 14850 Owner/Agent: Todd Fox Visum Development 119 S. Cayuga St 3rd floor Ithaca, NY 14850 607-269-7300 todd@visumdevelopment
.com Designer/Contractor: Noah Demarest STREAM Collaborative 108 W. State St 2nd floor Ithaca, NY 14850 607-216-8802 noah@streamcolab.com Project Information Energy Code: 238 Dryden
Rd 2 (Residential mixed use area)Exterior Lighting Zone Allowed Exterior Lighting Power A Area/Surface Category B Quantity C Allowed Watts / Unit D Tradable Wattage E Allowed Watts
(B X C) EM EGRESS (Pedestrian and vehicular entrances and exits) 6 ft of door 14 Yes 84 PATIOS/BALCONY (Pedestrian and vehicular entrances and exits) 9 ft of door 14 Yes 126 Total Tradable
Watts (a) = Total Allowed Watts = Total Allowed Supplemental Watts (b) = 210 210 400 (a) Wattage tradeoffs are only allowed between tradable areas/surfaces. (b) A supplemental allowance
equal to 400 watts may be applied toward compliance of both non-tradable and tradable areas/surfaces. Proposed Exterior Lighting Power E (C X D) D Fixture Watt. A Fixture ID : Description
/ Lamp / Wattage Per Lamp / Ballast B Lamps/ Fixture C # of Fixtures EM EGRESS ( Pedestrian and vehicular entrances and exits 6 ft of door width): Tradable Wattage LED 1: K: EM EGRESS:
LED Other Fixture Unit 16W: 1 6 14 84 PATIOS/BALCONY ( Pedestrian and vehicular entrances and exits 9 ft of door width): Tradable Wattage LED 2: L1: BALCONY: LED Other Fixture Unit
13W: 1 9 9 81 165Total Tradable Proposed Watts = Exterior Lighting Compliance Statement Compliance Statement: The proposed exterior lighting design represented in this document is
consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed exterior lighting systems have been designed to meet
the 2018 IECC requirements in COMcheck Version 4.1.5.1 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Name - Title Signature Date Exterior
Lighting PASSES: Design 73% better than code Project Title: Data filename: 238 Dryden Rd U:\2018025 - 238 Dryden Rd - Visum\02.0 APPROVALS\238 ComCheck (1).cck 06/15/21Report date:
205 ofPage COMcheck Software Version 4.1.5.1 Mechanical Compliance Certificate Project Title: 2018 IECC Project Type: New Construction Permit No. 38763 Location: Ithaca, New York Climate
Zone: 6a Construction Site: 238 Dryden Rd Ithaca, NY 14850 Owner/Agent: Todd Fox Visum Development 119 S. Cayuga St 3rd floor Ithaca, NY 14850 607-269-7300 todd@visumdevelopment.com
Designer/Contractor: Noah Demarest STREAM Collaborative 108 W. State St 2nd floor Ithaca, NY 14850 607-216-8802 noah@streamcolab.com Project Information Energy Code: 238 Dryden Rd Enhanced
Interior Lighting Controls Additional Efficiency Package(s) Mechanical Systems List Quantity System Type & Description Split System Heat Pump Heating Mode: Capacity = 15 kBtu/h,
Proposed Efficiency = 11.40 HSPF, Required Efficiency = 8.20 HSPF Cooling Mode: Capacity = 13 kBtu/h, Proposed Efficiency = 22.00 SEER, Required Efficiency: 14.00 SEER Fan System:
Ducted Unit -- Compliance (Motor nameplate HP method) : Passes Fans: FAN 1 Supply, Constant Volume, 445 CFM, 1.0 motor nameplate hp, 50.0 fan efficiency grade 9 HVAC System 1 (Single
Zone): Mechanical Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans, specifications, and
other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2018 IECC requirements in COMcheck Version 4.1.5.1 and to comply
with any applicable mandatory requirements listed in the Inspection Checklist. Name - Title Signature Date Project Title: Data filename: 238 Dryden Rd U:\2018025 - 238 Dryden Rd - Visum\02.0
APPROVALS\238 ComCheck (1).cck 06/15/21Report date: 206 ofPage Inspection Checklist Requirements: 100.0% were addressed directly in the COMcheck software COMcheck Software Version 4.1.5.1
Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and
how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Energy Code: 2018 IECC Section
# & Req.ID Plan Review Complies? Comments/Assumptions C103.2 [PR1]1 Plans and/or specifications provide all information with which compliance can be determined for the building envelope
and document where exceptions to the standard are claimed. Complies Does Not Not Observable Not Applicable Requirement will be met. C103.2 [PR2]1 Plans, specifications, and/or calculations
provide all information with which compliance can be determined for the mechanical systems and equipment and document where exceptions to the standard are claimed. Load calculations
per acceptable engineering standards and handbooks. Complies Does Not Not Observable Not Applicable Requirement will be met. C103.2 [PR4]1 Plans, specifications, and/or calculations
provide all information with which compliance can be determined for the interior lighting and electrical systems and equipment and document where exceptions to the standard are claimed.
Information provided should include interior lighting power calculations, wattage of bulbs and ballasts, transformers and control devices. Complies Does Not Not Observable Not Applicable
Requirement will be met. C103.2 [PR8]1 Plans, specifications, and/or calculations provide all information with which compliance can be determined for the exterior lighting and electrical
systems and equipment and document where exceptions to the standard are claimed. Information provided should include exterior lighting power calculations, wattage of bulbs and ballasts,
transformers and control devices. Complies Does Not Not Observable Not Applicable Requirement will be met. C402.4.1 [PR10]1 The vertical fenestration area <= 30 percent of the gross
above-grade wall area. Complies Does Not Not Observable Not Applicable Requirement will be met. C402.4.1 [PR11]1 The skylight area <= 3 percent of the gross roof area. Complies Does
Not Not Observable Not Applicable Requirement will be met. 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Data filename: 238 Dryden Rd U:\2018025
- 238 Dryden Rd - Visum\02.0 APPROVALS\238 ComCheck (1).cck 06/15/21Report date: 207 ofPage Section # & Req.ID Plan Review Complies? Comments/Assumptions C405.5 [PR16]1 Group R-2 dwelling
units have separate electrical meters. Complies Does Not Not Observable Not Applicable Requirement will be met. C406 [PR9]1 Plans, specifications, and/or calculations provide all information
with which compliance can be determined for the additional energy efficiency package options. Complies Does Not Not Observable Not Applicable Requirement will be met. Additional Comments/Assumptions
: 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Data filename: 238 Dryden Rd U:\2018025 - 238 Dryden Rd - Visum\02.0 APPROVALS\238 ComCheck (1).cck
06/15/21Report date: 208 ofPage Section # & Req.ID Footing / Foundation Inspection Complies? Comments/Assumptions C303.2 [FO4]2 Slab edge insulation installed per manufacturer’s instructions.
Complies Does Not Not Observable Not Applicable Requirement will be met. C303.2.1 [FO6]1 Exterior insulation protected against damage, sunlight, moisture, wind, landscaping and equipment
maintenance activities. Complies Does Not Not Observable Not Applicable Requirement will be met. C105 [FO3]2 Installed slab-on-grade insulation type and R-value consistent with insulation
specifications reported in plans and COMcheck reports. Complies Does Not Not Observable Not Applicable See the Envelope Assemblies table for values. C402.2.4 [FO7]2 Slab edge insulation
depth/length. Slab insulation extending away from building is covered by pavement or >= 10 inches of soil. Complies Does Not Not Observable Not Applicable Requirement will be met. See
the Envelope Assemblies table for values. C402.2.6 [FO12]3 Radiant heating systems panels insulated to >=R-3.5 on face opposite space being heated. Complies Does Not Not Observable
Not Applicable Exception: Requirement does not apply. See the Envelope Assemblies table for values. C403.12.2 , C403.12.3 [FO9]3 Snow/ice melting system and freeze protection systems
have sensors and controls configured to limit service for pavement temperature and outdoor temperature. future connection to controls. Complies Does Not Not Observable Not Applicable
Exception: Requirement does not apply. Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Data filename: 238 Dryden
Rd U:\2018025 - 238 Dryden Rd - Visum\02.0 APPROVALS\238 ComCheck (1).cck 06/15/21Report date: 209 ofPage Section # & Req.ID Framing / Rough-In Inspection Complies? Comments/Assumptions
C303.1.3 [FR12]2 Fenestration products rated in accordance with NFRC. Complies Does Not Not Observable Not Applicable Requirement will be met. C303.1.3 [FR13]1 Fenestration products
are certified as to performance labels or certificates provided. Complies Does Not Not Observable Not Applicable Requirement will be met. C402.4.3 [FR10]1 Vertical fenestration SHGC
value. Complies Does Not Not Observable Not Applicable See the Envelope Assemblies table for values. C402.4.3, C402.4.3. 4 [FR8]1 Vertical fenestration U-Factor. Complies Does Not Not
Observable Not Applicable See the Envelope Assemblies table for values. C402.4.4 [FR14]2 U-factor of opaque doors associated with the building thermal envelope meets requirements. Complies
Does Not Not Observable Not Applicable See the Envelope Assemblies table for values. C402.5.1. 2.1 [FR19]1 The building envelope contains a continuous air barrier that is sealed in
an approved manner and material permeability <= 0.004 dfm/ft2. Air barrier penetrations are sealed in an approved manner. Complies Does Not Not Observable Not Applicable Requirement
will be met. C402.5.2, C402.5.4 [FR18]3 Factory-built fenestration and doors are labeled as meeting air leakage requirements. Complies Does Not Not Observable Not Applicable Requirement
will be met. C402.5.7 [FR17]3 Vestibules are installed on all building entrances. Doors have self-closing devices. Complies Does Not Not Observable Not Applicable Exception: Doors that
open directly from a space =3000 ft2. Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Data filename: 238 Dryden
Rd U:\2018025 - 238 Dryden Rd - Visum\02.0 APPROVALS\238 ComCheck (1).cck 06/15/21Report date: 2010 ofPage Section # & Req.ID Plumbing Rough-In Inspection Complies? Comments/Assumptions
C404.5, C404.5.1, C404.5.2 [PL6]3 Heated water supply piping conforms to pipe length and volume requirements. Refer to section details. Complies Does Not Not Observable Not Applicable
Exception: Requirement does not apply. C404.6.3 [PL7]3 Pumps that circulate water between a heater and storage tank have controls that limit operation from startup to <= 5 minutes after
end of heating cycle. Complies Does Not Not Observable Not Applicable Exception: Requirement does not apply. C404.7 [PL8]3 Demand recirculation water systems have controls that start
the pump upon receiving a signal from the action of a user of a fixture or appliance and limits the temperature of the water entering the cold-water piping to 104°F. Complies Does Not
Not Observable Not Applicable Exception: Requirement does not apply. Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title:
Data filename: 238 Dryden Rd U:\2018025 - 238 Dryden Rd - Visum\02.0 APPROVALS\238 ComCheck (1).cck 06/15/21Report date: 2011 ofPage Section # & Req.ID Mechanical Rough-In Inspection
Complies? Comments/Assumptions C402.2.6 [ME41]3 Thermally ineffective panel surfaces of sensible heating panels have insulation >= R-3.5. Complies Does Not Not Observable Not Applicable
Exception: Requirement does not apply. C402.5.5, C403.2.4. 3 [ME3]3 Stair and elevator shaft vents have motorized dampers that automatically close. Refernece section C403.7.7 for operational
details. Complies Does Not Not Observable Not Applicable Exception: Requirement does not apply. C403.11.3 [ME61]2 HVAC piping insulation insulated in accordance with Table C403.11.3.
Insulation exposed to weather is protected from damage and is provided with shielding from solar radiation. Complies Does Not Not Observable Not Applicable Requirement will be met.
C403.8.4 [ME142]2 Motors for fans that are not less than 1/12 hp and less than 1 hp are electronically commutated motors or have a minimum motor efficiency of 70 percent. These motors
have the means to adjust motor speed. Complies Does Not Not Observable Not Applicable Exception: Requirement does not apply. C403.8.5 [ME143]2 Each DX cooling system > 65 kBtu and chiller
water/evaporative cooling system with fans > 1/4 hp are designed to vary the indoor fan airflow as a function of load and comply with detailed requirements of this section. Complies
Does Not Not Observable Not Applicable Exception: Requirement does not apply. C403.12.1 [ME71]2 Systems that heat outside the building envelope are radiant heat systems controlled by
an occupancy sensing device or timer switch. Complies Does Not Not Observable Not Applicable Exception: Requirement does not apply. C403.2.3 [ME55]2 HVAC equipment efficiency verified.
Complies Does Not Not Observable Not Applicable See the Mechanical Systems list for values. C403.2.2 [ME59]1 Natural or mechanical ventilation is provided in accordance with International
Mechanical Code Chapter 4. Mechanical ventilation has capability to reduce outdoor air supply to minimum per IMC Chapter 4. Complies Does Not Not Observable Not Applicable Requirement
will be met. C403.7.1 [ME59]1 Demand control ventilation provided for spaces >500 ft2 and >25 people/1000 ft2 occupant density and served by systems with air side economizer, auto modulating
outside air damper control, or design airflow >3,000 cfm. Complies Does Not Not Observable Not Applicable Exception: Requirement does not apply. C403.7.2 [ME115]3 Enclosed parking garage
ventilation has automatic contaminant detection and capacity to stage or modulate fans to 50% or less of design capacity. Complies Does Not Not Observable Not Applicable Exception:
Requirement does not apply. C403.7.6 [ME141]3 HVAC systems serving guestrooms in Group R-1 buildings with > 50 guestrooms: Each guestroom is provided with controls that automatically
manage temperature setpoint and ventilation (see sections C403.7.6.1 and C403.7.6.2). Complies Does Not Not Observable Not Applicable Exception: Requirement does not apply. 1 High Impact
(Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Data filename: 238 Dryden Rd U:\2018025 - 238 Dryden Rd - Visum\02.0 APPROVALS\238 ComCheck (1).cck 06/15/21Report
date: 2012 ofPage Section # & Req.ID Mechanical Rough-In Inspection Complies? Comments/Assumptions C403.7.4 [ME57]1 Exhaust air energy recovery on systems meeting Table C403.7.4(1)
and C403.7.4(2). Complies Does Not Not Observable Not Applicable Exception: Requirement does not apply. C403.7.5 [ME116]3 Kitchen exhaust systems comply with replacement air and conditioned
supply air limitations, and satisfy hood rating requirements and maximum exhaust rate criteria. Complies Does Not Not Observable Not Applicable Exception: Requirement does not apply.
C403.11.1 , C403.11.2 [ME60]2 HVAC ducts and plenums insulated in accordance with C403.11.1 and constructed in accordance with C403.11.2, verification may need to occur during Foundation
Inspection. Complies Does Not Not Observable Not Applicable Exception: Requirement does not apply. C403.4.3. 3.2 [ME121]3 Closed-circuit cooling tower within heat pump loop have either
automatic bypass valve or lower leakage positive closure dampers. Open-circuit tower within heat pump loop have automatic valve to bypass all heat pump water flow around the tower.
Open- or closed-circuit cooling towers used in conjunction with a separate heat exchanger have heat loss by shutting down the circulation pump on the cooling tower loop. Open- or closed
circuit cooling towers have a separate heat exchanger to isolate the cooling tower from the heat pump loop, and heat loss is controlled by shutting down the circulation pump on the
cooling tower loop. Complies Does Not Not Observable Not Applicable Exception: Requirement does not apply. C403.4.1. 4 [ME63]2 Heating for vestibules and air curtains with integral
heating include automatic controls that shut off the heating system when outdoor air temperatures > 45F. Vestibule heating and cooling systems controlled by a thermostat in the vestibule
with heating setpoint <= 60F and cooling setpoint >= 80F. Complies Does Not Not Observable Not Applicable Exception: Requirement does not apply. C408.2.2. 1 [ME53]3 Air outlets and
zone terminal devices have means for air balancing. Complies Does Not Not Observable Not Applicable Requirement will be met. C403.5, C403.5.1, C403.5.2 [ME123]3 Refrigerated display
cases, walk-in coolers or walk-in freezers served by remote compressors and remote condensers not located in a condensing unit, have fan-powered condensers that comply with Sections
C403.5.1 and refrigeration compressor systems that comply with C403.5.2.. Complies Does Not Not Observable Not Applicable Exception: Requirement does not apply. Additional Comments/Assumptions:
1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Data filename: 238 Dryden Rd U:\2018025 - 238 Dryden Rd - Visum\02.0 APPROVALS\238 ComCheck (1).cck
06/15/21Report date: 2013 ofPage Section # & Req.ID Rough-In Electrical Inspection Complies? Comments/Assumptions C405.2.2. 2 [EL22]1 Spaces required to have lightreduction controls
have a manual control that allows the occupant to reduce the connected lighting load in a reasonably uniform illumination pattern >= 50 percent. Complies Does Not Not Observable Not
Applicable Requirement will be met. C405.2.1, C405.2.1. 1 [EL18]1 Occupancy sensors installed in classrooms/lecture/training rooms, conference/meeting/multipurpose rooms, copy/print
rooms, lounges/breakrooms, enclosed offices, open plan office areas, restrooms, storage rooms, locker rooms, warehouse storage areas, and other spaces <= 300 sqft that are enclosed
by floor-to-ceiling height partitions. Reference section language C405.2.1.2 for control function in warehouses and section C405.2.1.3 for open plan office spaces. Complies Does Not
Not Observable Not Applicable Requirement will be met. C405.2.1. 2 [EL19]1 Occupancy sensors control function in warehouses: In warehouses, the lighting in aisleways and open areas
is controlled with occupant sensors that automatically reduce lighting power by 50% or more when the areas are unoccupied. The occupant sensors control lighting in each aisleway independently
and do not control lighting beyond the aisleway being controlled by the sensor. Complies Does Not Not Observable Not Applicable Exception: Requirement does not apply. C405.2.1. 3 [EL20]1
Occupant sensor control function in open plan office areas: Occupant sensor controls in open office spaces >= 300 sq.ft. have controls 1) configured so that general lighting can be
controlled separately in control zones with floor areas <= 600 sq.ft. within the space, 2) automatically turn off general lighting in all control zones within 20 minutes after all occupants
have left the space, 3) are configured so that general lighting power in each control zone is reduced by >= 80% of the full zone general lighting power within 20 minutes of all occupants
leaving that control zone, and 4) are configured such that any daylight responsive control will activate space general lighting or control zone general lighting only when occupancy
for the same area is detected. Complies Does Not Not Observable Not Applicable Exception: Requirement does not apply. C405.2.2, C405.2.2. 1, C405.2.2. 2 [EL21]2 Each area not served
by occupancy sensors (per C405.2.1) have timeswitch controls and functions detailed in sections C405.2.2.1 and C405.2.2.2. Complies Does Not Not Observable Not Applicable Requirement
will be met. 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Data filename: 238 Dryden Rd U:\2018025 - 238 Dryden Rd - Visum\02.0 APPROVALS\238
ComCheck (1).cck 06/15/21Report date: 2014 ofPage Section # & Req.ID Rough-In Electrical Inspection Complies? Comments/Assumptions C405.2.3, C405.2.3. 1, C405.2.3. 2 [EL23]2 Daylight
zones provided with individual controls that control the lights independent of general area lighting. See code section C405.2.3 Daylight-responsive controls for applicable spaces, C405.2.3.1
Daylight responsive control function and section C405.2.3.2 Sidelit zone. Complies Does Not Not Observable Not Applicable Exception: Requirement does not apply. C405.2.4 [EL26]1 Separate
lighting control devices for specific uses installed per approved lighting plans. Complies Does Not Not Observable Not Applicable Requirement will be met. C405.2.4 [EL27]1 Additional
interior lighting power allowed for special functions per the approved lighting plans and is automatically controlled and separated from general lighting. Complies Does Not Not Observable
Not Applicable Requirement will be met. C405.2.5 [EL28]null Automatic lighting controls for exterior lighting installed. Controls will be daylight controlled, set based on business
operation time-of-day, or reduce connected lighting > 30%. Complies Does Not Not Observable Not Applicable Requirement will be met. C405.3 [EL6]1 Exit signs do not exceed 5 watts per
face. Complies Does Not Not Observable Not Applicable Requirement will be met. C405.6 [EL26]2 Low-voltage dry-type distribution electric transformers meet the minimum efficiency requirements
of Table C405.6. Complies Does Not Not Observable Not Applicable Exception: Requirement does not apply. C405.7 [EL27]2 Electric motors meet the minimum efficiency requirements of Tables
C405.7(1) through C405.7(4). Efficiency verified through certification under an approved certification program or the equipment efficiency ratings shall be provided by motor manufacturer
(where certification programs do not exist). Complies Does Not Not Observable Not Applicable Requirement will be met. C405.8.2, C405.8.2. 1 [EL28]2 Escalators and moving walks comply
with ASME A17.1/CSA B44 and have automatic controls configured to reduce speed to the minimum permitted speed in accordance with ASME A17.1/CSA B44 or applicable local code when not
conveying passengers. Complies Does Not Not Observable Not Applicable Exception: Requirement does not apply. C405.9 [EL29]2 Total voltage drop across the combination of feeders and
branch circuits <= 5%. Complies Does Not Not Observable Not Applicable Requirement will be met. Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low
Impact (Tier 3) Project Title: Data filename: 238 Dryden Rd U:\2018025 - 238 Dryden Rd - Visum\02.0 APPROVALS\238 ComCheck (1).cck 06/15/21Report date: 2015 ofPage Section # & Req.ID
Insulation Inspection Complies? Comments/Assumptions C303.1 [IN10]2 Building envelope insulation is labeled with R-value or insulation certificate providing R-value and other relevant
data. Complies Does Not Not Observable Not Applicable Requirement will be met. C303.2 [IN7]1 Above-grade wall insulation installed per manufacturer’s instructions. Complies Does Not
Not Observable Not Applicable Requirement will be met. C303.2.1 [IN14]2 Exterior insulation is protected from damage with a protective material. Verification for exposed foundation
insulation may need to occur during Foundation Inspection. Complies Does Not Not Observable Not Applicable Requirement will be met. C105 [IN6]1 Installed above-grade wall insulation
type and R-value consistent with insulation specifications reported in plans and COMcheck reports. Complies Does Not Not Observable Not Applicable See the Envelope Assemblies table
for values. C402.2.3 [IN8]2 Installed floor insulation type and Rvalue consistent with insulation specifications reported in plans and COMcheck reports. Complies Does Not Not Observable
Not Applicable See the Envelope Assemblies table for values. C402.2.6 [IN18]3 Radiant panels and associated components, designed for heat transfer from the panel surfaces to the occupants
or indoor space are insulated with a minimum of R-3.5. Complies Does Not Not Observable Not Applicable Exception: Requirement does not apply. C402.5.1. 1 [IN1]1 All sources of air leakage
in the building thermal envelope are sealed, caulked, gasketed, weather stripped or wrapped with moisture vaporpermeable wrapping material to minimize air leakage. Complies Does Not
Not Observable Not Applicable Requirement will be met. Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Data filename:
238 Dryden Rd U:\2018025 - 238 Dryden Rd - Visum\02.0 APPROVALS\238 ComCheck (1).cck 06/15/21Report date: 2016 ofPage Section # & Req.ID Final Inspection Complies? Comments/Assumptions
C303.3, C408.2.5. 2 [FI17]3 Furnished O&M instructions for systems and equipment to the building owner or designated representative. Complies Does Not Not Observable Not Applicable
Requirement will be met. C303.3, C408.2.5. 3 [FI8]3 Furnished O&M manuals for HVAC systems within 90 days of system acceptance. Complies Does Not Not Observable Not Applicable Requirement
will be met. C402.5.6 [FI37]1 Weatherseals installed on all loading dock cargo door openings and provide direct contact along the top and sides of vehicles parked in the doorway. Complies
Does Not Not Observable Not Applicable Exception: Requirement does not apply. C402.5.6 [FI37]1 Weatherseals installed on all loading dock cargo door openings and provide direct contact
along the top and sides of vehicles parked in the doorway. Complies Does Not Not Observable Not Applicable Exception: Requirement does not apply. C402.5.6 [FI37]1 Weatherseals installed
on all loading dock cargo door openings and provide direct contact along the top and sides of vehicles parked in the doorway. Complies Does Not Not Observable Not Applicable Exception:
Requirement does not apply. C402.5.6 [FI37]1 Weatherseals installed on all loading dock cargo door openings and provide direct contact along the top and sides of vehicles parked in
the doorway. Complies Does Not Not Observable Not Applicable Exception: Requirement does not apply. C402.5.8 [FI26]3 Recessed luminaires in thermal envelope to limit infiltration and
be IC rated and labeled. Seal between interior finish and luminaire housing. Complies Does Not Not Observable Not Applicable Exception: Requirement does not apply. C403.2.2 [FI27]3
HVAC systems and equipment capacity does not exceed calculated loads. Complies Does Not Not Observable Not Applicable Requirement will be met. C403.2.4. 1 [FI47]3 Heating and cooling
to each zone is controlled by a thermostat control. Minimum one humidity control device per installed humidification/dehumidification system. Complies Does Not Not Observable Not Applicable
Requirement will be met. C403.2.4. 1.1 [FI42]3 Heat pump controls prevent supplemental electric resistance heat from coming on when not needed. Complies Does Not Not Observable Not
Applicable Requirement will be met. C403.4.1. 2 [FI38]3 Thermostatic controls have a 5 °F deadband. Complies Does Not Not Observable Not Applicable Requirement will be met. C403.2.4.
1.3 [FI20]3 Temperature controls have setpoint overlap restrictions. Complies Does Not Not Observable Not Applicable Requirement will be met. 1 High Impact (Tier 1) 2 Medium Impact
(Tier 2) 3 Low Impact (Tier 3) Project Title: Data filename: 238 Dryden Rd U:\2018025 - 238 Dryden Rd - Visum\02.0 APPROVALS\238 ComCheck (1).cck 06/15/21Report date: 2017 ofPage Section
# & Req.ID Final Inspection Complies? Comments/Assumptions C403.2.4. 2 [FI39]3 Each zone equipped with setback controls using automatic time clock or programmable control system. Complies
Does Not Not Observable Not Applicable Requirement will be met. C403.2.4. 2.1, C403.2.4. 2.2 [FI40]3 Automatic Controls: Setback to 55°F (heat) and 85°F (cool); 7-day clock, 2hour occupant
override, 10-hour backup Complies Does Not Not Observable Not Applicable Requirement will be met. C403.2.4. 2.3 [FI41]3 Systems include optimum start controls. Complies Does Not Not
Observable Not Applicable Requirement will be met. C405.4.1 [FI18]1 Interior installed lamp and fixture lighting power is consistent with what is shown on the approved lighting plans,
demonstrating proposed watts are less than or equal to allowed watts. Complies Does Not Not Observable Not Applicable See the Interior Lighting fixture schedule for values. C405.5.1
[FI19]1 Exterior lighting power is consistent with what is shown on the approved lighting plans, demonstrating proposed watts are less than or equal to allowed watts. Complies Does
Not Not Observable Not Applicable See the Exterior Lighting fixture schedule for values. C408.1.1 [FI57]1 Building operations and maintenance documents will be provided to the owner.
Documents will cover manufacturers' information, specifications, programming procedures and means of illustrating to owner how building, equipment and systems are intended to be installed,
maintained, and operated. Complies Does Not Not Observable Not Applicable Requirement will be met. C408.2.1 [FI28]1 Commissioning plan developed by registered design professional or
approved agency. Complies Does Not Not Observable Not Applicable Requirement will be met. C408.2.3. 1 [FI31]1 HVAC equipment has been tested to ensure proper operation. Complies Does
Not Not Observable Not Applicable Requirement will be met. C408.2.3. 2 [FI10]1 HVAC control systems have been tested to ensure proper operation, calibration and adjustment of controls.
Complies Does Not Not Observable Not Applicable Requirement will be met. C408.2.4 [FI29]1 Preliminary commissioning report completed and certified by registered design professional
or approved agency. Complies Does Not Not Observable Not Applicable Requirement will be met. C408.2.5. 1 [FI7]3 Furnished HVAC as-built drawings submitted within 90 days of system acceptance.
Complies Does Not Not Observable Not Applicable Requirement will be met. 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Data filename: 238 Dryden
Rd U:\2018025 - 238 Dryden Rd - Visum\02.0 APPROVALS\238 ComCheck (1).cck 06/15/21Report date: 2018 ofPage Section # & Req.ID Final Inspection Complies? Comments/Assumptions C408.2.5.
1 [FI16]3 Furnished as-built drawings for electric power systems within 90 days of system acceptance. Complies Does Not Not Observable Not Applicable Requirement will be met. C408.2.5.
3 [FI43]1 An air and/or hydronic system balancing report is provided for HVAC systems. Complies Does Not Not Observable Not Applicable Requirement will be met. C408.2.5. 4 [FI30]1 Final
commissioning report due to building owner within 90 days of receipt of certificate of occupancy. Complies Does Not Not Observable Not Applicable Requirement will be met. C408.3 [FI33]1
Lighting systems have been tested to ensure proper calibration, adjustment, programming, and operation. Complies Does Not Not Observable Not Applicable Requirement will be met. Additional
Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Data filename: 238 Dryden Rd U:\2018025 - 238 Dryden Rd - Visum\02.0 APPROVALS\238
ComCheck (1).cck 06/15/21Report date: 2019 ofPage Project Title: Data filename: 238 Dryden Rd U:\2018025 - 238 Dryden Rd - Visum\02.0 APPROVALS\238 ComCheck (1).cck 06/15/21Report date:
2020 ofPage
2018025-238 Dryden Rd-IBC-2018-FINAL.pdf
2018025 – 238 Dryden Rd. Page 1 of 35 CODE REVIEW for R2 OCCUPANCY 238 Dryden Rd., Ithaca, NY 14850 Project Description: Proposed building is a 4-story apartment building, with 9 dwelling
units (17 bedrooms). Proposed construction Type is 5A. Section Key Provisions Required for this project Proposed CHAPTER 2 DEFINITIONS Dwelling Unit: A single unit providing complete,
independent living facilities for one or more persons, including permanent provisions for living, sleeping, eating, cooking and sanitation. Sleeping Units: A room or space in which
people sleep, which can also include permanent provisions for living, eating, and either sanitation or kitchen facilities but not both. Such rooms and spaces that are also part of a
dwelling unit are not sleeping units. This project contains 9 dwelling units, with a total of 17 bedrooms (NOT “sleeping units”). Exit discharge: The portion of a means of egress
system between the termination of an exit and a public way. Exit discharge, level of: The story at the point at which an exit terminates and an exit discharge begins. The level of
exit discharge is the First Floor, which is at elevation 792.25. The grade plane is at 789.08. CHAPTER 3 USE AND OCCUPANCY CLASSIFICATION 310 Residential Group R 310.4 Residential
Group R-2: …occupancies containing sleeping units or more than two dwelling units where the occupants are primarily permanent in nature, including … apartment houses … Project is designed
as R-2. CHAPTER 4 SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY 420.2 Separation Walls Walls separating dwelling units in the same building, walls separating sleeping
units in the same building and walls separating dwelling or sleeping units from other occupancies contiguous to them in the same building shall be constructed as fire partitions in
accordance with Section 708. Walls meet the requirements of fire partitions per Section 708. 2018025 – 238 Dryden Rd. Page 2 of 35 Section Key Provisions Required for this project
Proposed 420.3 Horizontal Separation Floor assemblies separating dwelling units in the same buildings, floor assemblies separating sleeping units in the same building and floor assemblies
separating dwelling or sleeping units from other occupancies contiguous to them in the same building shall be constructed as horizontal assemblies in accordance with Section 711. Horizontal
assemblies meet the requirements of Section 711. 420.4 Smoke Barriers in Group I-1, Condition 2 Only applies to Group I-1 occupancy. n/a 420.5 Automatic Sprinkler System Group R occupancies
shall be equipped throughout with an automatic sprinkler system in accordance with Section 903.2.8. Group I-1 occupancies shall be equipped throughout with an automatic sprinkler system
in accordance with Section 903.2.6. Quick response or residential automatic sprinklers shall be installed in accordance with Section 903.3.2. The building will be sprinklered per 903.3.1.2
(NFPA 13R) 420.6 Fire Alarm Systems and Smoke Alarms Fire alarm systems and smoke alarms shall be provided in Group I-1, R- 1, R-2 and R-4 occupancies in accordance with Sections 907.2.6,
907.2.8, 907.2.9 and 907.2.10, respectively. Single-or multiple- station smoke alarms shall be provided in Groups I-1, R2, R-3 and R-4 in accordance with Section 907.2.11. CHAPTER
5 GENERAL BUILDING HEIGHTS AND AREAS 503 General Building Height and Area Limitations 503.1 General. Unless otherwise specifically modified in Chapter 4 and this chapter, building
height, number of stories and building area shall not exceed the limits specified in Sections 504 and 506 based on the type of construction as determined by Section 602 and the occupancies
as determined by Section 302 except as modified hereafter. Building height, number of stories and building area provisions shall be applied independently. Each portion of a building
separated by one or more fire walls complying with Section 706 shall be considered to be a separate building. Project is to be considered a single building (no fire walls) 504 Building
Height and Number of Stories 504.3 Height in feet: The maximum height, in feet, of a building shall not exceed the limits specified in Table 504.3. 504.4 Number of stories: The maximum
number of stories of a building shall not exceed the limits specified in Table 504.4. Table 504.3 limits Group R buildings of Type 5A construction, sprinklered, Table 504.4 limits
Group R-2 buildings of Type 5A construction, sprinklered, to 4 stories. Proposed height is less than 45 feet above grade plane. Proposed building consists of 4 stories above grade
plane. 2018025 – 238 Dryden Rd. Page 3 of 35 Section Key Provisions Required for this project Proposed 506 Building Area 506.1.3 Basements: … need not be included in the total allowable
floor area of a building provided the total area of such basements does not exceed the area permitted for a one-story above grade plane building. 506.2 Allowable area determination:
The allowable area of a building shall be determined in accordance with the applicable provisions of Sections … 506.2.3 and 506. 3 [frontage increase]. 506.2.3 Single-occupancy, multi-story
buildings: … area … shall be determined in accordance with equation 5.2: Aa = [At + (NS x If)] x Sa 506.3.1 Minimum percentage of perimeter [for frontage increase]: To qualify for
an area factor increase based on frontage, a building shall have no less than 25% of its perimeter on a public way or open space. Such open space shall be either on the same lot or
dedicated for public use and shall be accessed from a street or approved fire lane. Allowable area (assuming zero percent increase for frontage) is 36,000 x 4 stories (144,000 SF) The
building area is 9,657 SF Section 508 Mixed Use and Occupancy 508.1 General Each portion of a building shall be individually classified in accordance with Section 302.1. Where a building
contains more than one occupancy group, the building or portion thereof shall comply with the applicable provisions of Section 508.2, 508.3 or 508.4, or a combination of these sections.
Section 302 directs us to Section 303 for Assembly. 303.1.2 (see above) allows us to consider this a single occupancy (R-2) building. 508.2 Accessory Occupancies Accessory occupancies
are those occupancies that are ancillary to the main occupancy of the building or portion thereof. Accessory occupancies shall comply with the provisions of Sections 508.2.1 through
508.2.4. 303.1.2 (see above) allows us to consider this a single occupancy (R-2) building. Therefore, there are no “accessory occupancies”. 508.2.4 Separation of Occupancies No
separation is required between accessory occupancies and the main occupancy. Exceptions: 1. Group H-2, H-3, H-4 and H-5 occupancies shall be separated from all other occupancies in
accordance with Section 508.4. 2. Group I-1, R-1, R-2 and R-3 dwelling units and sleeping units shall be separated from other dwelling or sleeping units and from accessory occupancies
contiguous to them in accordance with the requirements of Section 420. 303.1.2 (see above) allows us to consider this a single occupancy (R-2) building. Therefore, there are no “accessory
occupancies”. CHAPTER 6 TYPES OF CONSTRUCTION 2018025 – 238 Dryden Rd. Page 4 of 35 Section Key Provisions Required for this project Proposed 600 Building will be Type 5A Construction
601 General Table 601: Fire-resistance rating requirements for building elements (hours) [Where required by Table 601 to have a fire rating, elements shall also comply with Section
703.2] Primary Structural Frame 1 Bearing walls (exterior) 1 Bearing walls (interior) 1 Nonbearing (exterior) See Table 602 Nonbearing (interior) 0 Floor 1 Roof 1 This project complies
with these requirements. Drawing A002 shows all the wall and partition types used in this project (*). None is rated less than 1 hour (even interior non-bearing walls). Floor and
roof systems are also rated 1 hour. Partition Type P9 for shaft 602 Construction Classification Table 602: Fire-resistance rating requirements for exterior walls based on fire separation
distance (x) 602.5 Type 5: … is that type of construction in which the structural elements, exterior walls and interior walls are of any materials permitted by this code [most commonly
dimensional lumber]. x < 5’ 1 5’≤x<10’ 1 10’≤x<30’ 1 x≥30’ 0 Type 5 must comply with Table 501 and Chapter 23. Type 5A: protected, fire rated construction East & West wall requires
1 hr ( <5’) CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES 704 Fire Resistance Rating of Structural Members 704.3 Protection of the Primary Structural Frame Other Than Columns
704.4 Protection of Secondary Members 704.4.1 Light-Frame Construction Studs and boundary elements that are integral elements in loadbearing walls of light-frame construction shall
be permitted to have required fire-resistance ratings provided by the membrane protection provided for the load-bearing wall. 704.10 Exterior Structural Members All walls in this
project, interior and exterior, whether load bearing or not, are protected by at least 1-hour rated construction. Refer to Drawing G100. 2018025 – 238 Dryden Rd. Page 5 of 35 Section
Key Provisions Required for this project Proposed 705 Exterior Walls 705.2 Projections: Cornices, eave overhangs, exterior balconies and similar projections extending beyond the
exterior wall shall conform to the requirements of this Section and of Section 1406. … Projections shall not extend any closer to the line used to determine the fire separation distance
[FSD] than shown in Table 705.2. Distance from line used to determine FSD FSD ≤ 2’ none 2’ < FSD ≤ 3’ 24 inches 3’ < FSD ≤ 30’ 24”+ 8” per extra foot FSD > 30’ 20 feet From City of
Ithaca Zoning (more restrictive than building code): Projecting architectural features: The space in any required yard shall be open and unobstructed except for ordinary projections
of windowsills, belt courses, cornices, eaves and other architectural features; provided, however, that such features shall not project more than two feet into any required yard.
Eave overhangs on east and west sides project approximately 20 inches into the 5-foot required yard. Therefore they comply with City of Ithaca Zoning. 705.2.3 Combustible Projections
Combustible projections extending to within 5 feet of the line used to determine the fire separation distance shall be of not less than 1-hour fire-resistance-rated construction, Type
IV construction, fire-retardant-treated wood or as required by Section 1406.3. Overhang detail at eaves shall be construction with fire-retardanttreated wood. 705.5 Fire-resistance
ratings: Exterior walls shall be fireresistance rated in accordance with Tables 601 and 602 and this Section… If FSD > 10’, wall shall be rated for exposure to fire from the inside.
If FSD ≤ 10’, from both sides. Only east and west walls need to be rated for exposure to fire from both sides because FSD ≤ 5’. 705.6 Structural stability: Exterior walls shall
extend to the height required by Section 705.11. Interior structural elements that brace the exterior wall but that are not located within the plane of the exterior wall shall have
the minimum fire-resistance rating required in Table 601 for that structural element. If within or outside, then per Tables 601 and 602. Exterior walls and all structural members shall
be 1-hour rated per Table 601 above. 705.8.1 Allowable area of openings: The maximum area of unprotected and protected openings permitted in an exterior wall in any story of a building
shall not exceed the percentages specified in Table 705.8. [there are three Exceptions] FSD (North) > 30 feet no limit FSD (South) > 30 feet no limit FSD (East) ≤ 5 feet 25% FSD (West)
≤5 feet 25% FSD (North) > 30 feet no limit FSD (South) > 30 feet no limit FSD (East) ≤ 5 feet 25% FSD (West) ≤5 feet 25% (unprotected, sprinklered) 2018025 – 238 Dryden Rd. Page 6
of 35 Section Key Provisions Required for this project Proposed 705.8.5 Vertical separation of openings: Openings in exterior walls in adjacent stories shall be separated vertically
… where the openings are within 5 feet of each other horizontally and … [Exception: sprinklered buildings] The building is sprinklered, per 903.3.1.2 (NFPA 13R). 705.9 Joints:
Joints made in or between exterior walls required by this section to have a fire-resistance rating shall comply with Section 715. Exception: Joints in exterior walls that are permitted
to have unprotected openings. Exception applies. Joints (if any) need not be fire-resistant rated. 705.10 Ducts and air transfer openings: Penetrations by air ducts and air transfer
openings in fire-resistance rated exterior walls required to have protected openings shall comply with Section 717. Walls of this project are not required to have protected openings.
705.11 Parapets: Parapets shall be provided on exterior walls of buildings. Exceptions (6): 5. In groups R-2 and R-3 where the entire building is provided with a Class C roof covering,
the exterior wall shall be permitted to terminate at the underside of the roof sheathing or deck in Type 3, 4 and 5 construction, provided one or both of the following criteria is met:
5.1 The roof sheathing or deck is constructed of approved noncombustible materials or of fire-retardant-treated wood for a distance of 4 feet 5.2 The roof is protected with 5/8” Type
X gypsum board directly beneath the underside of the roof sheathing or deck, supported by no less than nominal 2-inch ledgers attached to the sides of the roof framing members for a
minimum distance of 4 feet. The project meets the requirements of exception 5. There are no parapets. Roof sheathing is fire-rated Flameblock. 706 Fire Walls 706.1 General: Each portion
of a building separated by one or more fire walls that comply with the provisions of this Section shall be considered a separate building… There are no fire walls in this project.
707 Fire Barriers 707.1 General: Fire barriers installed as required elsewhere in this code or the International Fire Code shall comply with this Section. 707.3.1 Shaft enclosures:
…comply with Section 713.4 Shaft enclosures are fire barriers. Chases will be 2-hour rated, using a shaft wall liner system. See partition Type P9. 707.3.2 Interior exit stairway and
ramp construction: … comply with Section 1023.1 1023.2 requires 2-hour rating at stairway walls. 2018025 – 238 Dryden Rd. Page 7 of 35 Section Key Provisions Required for this project
Proposed 707.3.9 Separated Occupancies Where the provisions of Section 508.4 are applicable, the fire barrier separating mixed occupancies shall have a fire-resistance rating of not
less than that indicated in Table 508.4 based on the occupancies being separated. We believe that the provisions of Section 508.4 do not apply, because 303.1.2 allows us to consider
this a single-occupancy project. However, all walls and horizontal assemblies are 1-hour rated anyway. 707.3.10 Fire areas: The fire barriers or horizontal assemblies, or both, separating
a single occupancy into different fire areas shall have a fire-resistance rating of not less than that indicated in Table 707.3.10. … This building is not divided into separate fire
areas. 707.6 Openings [in a fire barrier]: Openings in a fire barrier shall be protected in accordance with Section 716. Openings shall be limited to a maximum aggregate width of 25%
of the length of the wall, and the maximum area of any single opening shall not exceed 156 SF. Openings in enclosures for exit access stairways and ramps, interior exit stairways and
ramps and exit passageways shall also comply with Sections 1019, 1023.4 and 1024.5 respectively. [There are 5 Exceptions] Exception 3 applies: No SF limit, and no width percentage
limit if opening protective has been tested per ASTM E119/UL 263 and has minimum fireresistance rating not less than that of the wall. (Doors from apartments to stairs will be fire
rated – 90 minutes). Exterior doors need not be fire rated, per 716.5 (Commentary). 707.7 Penetrations [of fire barriers]: … comply with Section 714. Penetrations through exit enclosures
are not allowed, unless for sprinkler piping, ductwork tor stair pressurization, or electrical conduit serving the exit enclosure. 707.8 Joints: Joints made in or between fire barriers,
and joints made at the intersection of fire barriers with the underside of a fire-resistance rated floor or roof sheathing, slab or deck above, and the exterior vertical wall intersection
shall comply with Section 715. Construction joints Expansion joints Seismic joints 707.9 Voids at intersections [of a fire barrier and a non-rated roof or exterior wall]: … shall
be filled [with] … an approved material… 707.10 Ducts and air transfer openings [in a fire barrier]: … comply with Section 717. 2018025 – 238 Dryden Rd. Page 8 of 35 Section Key
Provisions Required for this project Proposed 708 Fire Partitions 708.1 General: The following wall assemblies shall comply with this Section: 1) Separation walls [per] Section 420.2
2) … 3) Corridor walls [per] Section 1020.1 4) … 5) … Per 420.2, walls separating apartments (dwelling units) shall be fire partitions. Per 1020.1, corridor walls shall be fire partitions.
Per 708.3 they shall be at least onehour rated. There are no walls separating one dwelling unit from another. The walls separating apartments from stairs will be designed as fire
barriers, not “partitions”) (2-hour rated, per 1023.3). See Section 707 above, and Drawing G100. Only the basement has traditional corridors. Per Section 1020, they could be rated
30 minutes (sprinkler exception), but they are 1-hour rated. All walls in this project are rated for at least 1 hour. See Drawing A002. 708.4 Continuity: Similar to 707.5, ….. [There
are 6 Exceptions] Exception 3: Partition may end at ceiling level if ceiling is also rated. The building is sprinklered per NFPA 13R. See 718.4 for concealed spaces. While there are
no corridors, exception 3 applies (horizontal floor/ceiling assemblies are rated 1 hour). 709 Smoke Barriers In this building, fire partitions also act as smoke barriers/partitions
710 Smoke Partitions In this building, fire partitions also act as smoke barriers/partitions 711 Horizontal Assemblies 711.1 General: Horizontal assemblies [fire rated] shall comply
with Section 711.2. 711.2.2 Continuity: Assemblies shall be continuous without vertical openings, except as permitted by this Section and Section 712. 2018025 – 238 Dryden Rd. Page
9 of 35 Section Key Provisions Required for this project Proposed 711.2.3 Supporting Construction The supporting construction shall be protected to afford the required fire-resistance
rating of the horizontal assembly supported. 711.2.4.1 Separating Mixed Occupancies Where the horizontal assembly separates mixed occupancies, the assembly shall have a fire-resistance
rating of not less than that required by Section 508.4 based on the occupancies being separated. 711.2.4.3 Dwelling Units and Sleeping Units Horizontal assemblies serving as dwelling
or sleeping unit separations in accordance with Section 420.3 shall be not less than 1-hour fire-resistance-rated construction. Supporting construction is rated at least 1 hour.
We believe the provisions of Section 508.4 are not applicable, because the project can be considered a single occupancy per 303.1.2. Horizontal assemblies are 1 hour rated, according
to Section 721 (Prescriptive Fire Resistance), Table 721.1(3), Item Number 25.1.1. See Detail B1/A502. 712 Vertical Openings See 713, 714, 715, 717, 1019 712.1.13.2 Access doors: …
permitted [if] tested [per] ASTM E119/UL 263 and labeled by an approved agency for such purpose. Fire rated access doors are specified, complying with ASTM E119. Will add note calling
for contractor to coordinate location with MEP trades. 713 Shaft Enclosures 713.4 Fire-resistance rating: … not less than 2 hours when connecting four stories or more [including basements,
but not mezzanines] and not less than 1 hour if less than 4 stories … Shaft enclosures shall have a fire resistance rating not less than the floor assembly penetrated, but need not
exceed 2 hours. Shaft enclosures shall meet the requirements of Section 703.2.1 [for nonsymmetrical wall construction]. Applies to chases for ducts, gas flues, metal chimneys, linen/trash
chutes, etc. Stairs per Section 1023. Partition Type P9 consists of a shaft wall liner system and two layers of ⅝” GWB, providing a 2-hour rating. 713.5 Continuity: Shaft enclosures
shall be constructed as fire barriers in accordance with Section 707… 716 Opening Protectives Table 716.5 [see below] Commentary: “Where a load bearing exterior wall requires a fireresistance
rating per Table 601, it is for structural integrity purposes. The openings are not required to be protected [rated] unless required by another section of the code…” Doors between apartments
and stairs shall have 90-minute rated doors (2-hour walls per Section 1023) with no glazing. Exterior doors will have glazing, but need not be rated, per commentary at left. 718 Concealed
Spaces 718.1 General: Fireblocking and draftstopping shall be installed in combustible concealed locations in accordance with this section… 2018025 – 238 Dryden Rd. Page 10 of 35
Section Key Provisions Required for this project Proposed 718.2.1 Fireblocking materials 8 options, including 2-by lumber, ½”GWB, mineral wool batts, cellulose if tested… Shown on
wall sections and details. 718.2.4 Stairways: Fireblocking shall be provided in concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairways
shall comply with Section 1011.7.3. Shown on details. 718.2.6 Exterior Wall Coverings Fireblocking shall be installed within concealed spaces of exterior wall coverings and other
exterior architectural elements where permitted to be of combustible construction as specified in Section 1406 or where erected with combustible frames. Fireblocking shall be installed
at maximum intervals of 20 feet in either dimension so that there will be no concealed space exceeding 100 square feet between fireblocking. Where wood furring strips are used, they
shall be of approved wood of natural decay resistance or preservative-treated wood. If noncontinuous, such elements shall have closed ends, with not less than 4 inches of separation
between sections. The core of exterior walls is subdivided into areas less than 100 SF by the studs (16” o.c.) and the horizontal assemblies, every 9’-4” or so. The non-combustible
siding (fibercement) is supported by vertical furring strips, 16” o.c., ¾” thick. Keynote 06 11 00.B2 will become 06 11 00.B3, calling for 1x3 pressuretreated wood furring. The building
is less than 45 feet tall. The space within furring strips is therefore less than 60 SF. 718.3.2 Group R: Draftstopping shall be provided in floor/ceiling spaces in … Group R-2 buildings
with 3 or more dwelling units … located above an in line with the dwelling unit … separations. Exceptions (2): 2. Draftstopping is not required in buildings equipped throughout with
an automatic sprinkler system in accordance with Section 903.3.1.2 (NFPA 13R), provided that automatic sprinklers are installed in the combustible concealed spaces where the draftstopping
is being omitted. Building is sprinklered per 903.3.1.2 (NFPA 13R). Partitions Type p4, separating apartments from stairs, act as draftstopping. Exception 2 is not needed. 2018025
– 238 Dryden Rd. Page 11 of 35 Section Key Provisions Required for this project Proposed 718.4 Draftstopping in attics In combustible construction, draftstopping shall be installed
to subdivide attic spaces and concealed roof spaces in the locations prescribed in Sections 718.4.2 and 718.4.3. Ventilation of concealed roof spaces shall be maintained in accordance
with Section 1203.2. 718.4.2 Groups R-1 and R-2 Draftstopping shall be provided in attics, mansards, overhangs or other concealed roof spaces of Group R-2 buildings with three or more
dwelling units and in all Group R-1 buildings. Draftstopping shall be installed above, and in line with, sleeping unit and dwelling unit separation walls that do not extend to the underside
of the roof sheathing above. Exceptions: 1. Where corridor walls provide a sleeping unit or dwelling unit separation, draftstopping shall only be required above one of the corridor
walls. 2. Draftstopping is not required in buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1. (NFPA 13) 3. In occupancies in Group
R-2 that do not exceed four stories above grade plane, the attic space shall be subdivided by draftstops into areas not exceeding 3,000 square feet or above every two dwelling units,
whichever is smaller. 4. Draftstopping is not required in buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.2 (NFPA 13R), provided
that automatic sprinklers are installed in the combustible concealed space where the draftstopping is being omitted. The building has no attics (no ceiling beams, not able to support
weight of a person), there are no concealed spaces. Exception 3 applies: the entire floor is less than 3000 SF, and, in addition, it is further subdivided by partitions (Type p4 specifically)
acting as draftstops. CHAPTER 8 INTERIOR FINISHES 803 Wall and Ceiling Finishes Table 803.11 allows the use of Class C finishes in R-2 sprinklered buildings. Classes A and B
(better) can also be used. 804 Interior Floor Finish 804.1 General: “Traditional” floor finishes such as wood, vinyl, linoleum or terrazzo (and resilient materials not composed of fibers)
are exempt from this Section. This project includes vinyl flooring, ceramic tile and sealed concrete. 2018025 – 238 Dryden Rd. Page 12 of 35 Section Key Provisions Required for this
project Proposed 806 Decorative Materials and Trim 806.3 Combustible decorative materials: … curtains, draperies, fabric hangings and similar … suspended from walls or ceilings shall
comply with Section 806.4 and shall not exceed 10% of the specific wall or ceiling area to which [they] are attached. [Exception 2: 50% allowed in R-2, sprinklered buildings] Commentary
Fig. 806.7(1) seems to indicate that the percentage is calculated based on all 4 walls. Window treatments by Owner, shall not exceed these limits. 806.5 Foam plastic: Foam plastic
used as trim in any occupancy shall comply with Section 2604.2. ≥ 20 pcf, 8” wide, ½” thick, <10% wall/clg area, Class B. No foam plastic products are proposed for this project. 806.6
Pyroxylin plastic: Imitation leather … No such products are proposed for this project. 806.7 Interior trim: … Class C [Class B if foam]… Combustible trim, excluding handrails and
guardrails, shall not exceed 10% of the specific wall or ceiling area in which it is attached. CHAPTER 9 FIRE PROTECTION SYSTEMS 903 Automatic Sprinkler System 903.2.8 Group R
An automatic sprinkler system installed in accordance with Section 903.3 shall be provided throughout all buildings with a Group R fire area. 903.3.1.2 NFPA 13R Sprinkler Systems
Automatic sprinkler systems in Group R occupancies up to and including four stories in height in buildings not exceeding 60 feet in height above grade plane shall be permitted to be
installed throughout in accordance with NFPA 13R. Building will be sprinklered per NFPA 13R. System will be designed by others, and shop drawings will be required prior to start
of installation, for review by Architect and AHJ. 903.4 Sprinkler System Supervision and Alarms Valves controlling the water supply for automatic sprinkler systems, pumps, tanks, water
levels and temperatures, critical air pressures and waterflow switches on all sprinkler systems shall be electrically supervised by a listed fire alarm control unit. Exceptions (7):
3. Automatic sprinkler systems installed in accordance with NFPA 13R where a common supply main is used to supply both domestic water and the automatic sprinkler system, and a separate
shutoff valve for the automatic sprinkler system is not provided. 2018025 – 238 Dryden Rd. Page 13 of 35 Section Key Provisions Required for this project Proposed 903.3.1.2.1 Balconies
and Decks Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of dwelling units and sleeping units where the building is of Type V construction,
provided there is a roof or deck above. Sidewall sprinklers that are used to protect such areas shall be permitted to be located such that their deflectors are within 1 inch to 6 inches
below the structural members and a maximum distance of 14 inches below the deck of the exterior balconies and decks that are constructed of open wood joist construction. 905 Standpipe
Systems 905.2 Installation Standard Standpipe systems shall be installed in accordance with this section and NFPA 14. Fire department connections for standpipe systems shall be in accordance
with Section 912. 905.3.1 Height Class III standpipe systems shall be installed throughout buildings where the floor level of the highest story is located more than 30 feet above
the lowest level of fire department vehicle access, or where the floor level of the lowest story is located more than 30 feet below the highest level of fire department vehicle access.
Exceptions (5): 1. Class I standpipes are allowed in buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 (NFPA 13) or 903.3.1.2 (NFPA
13R). Exception 1 applies (NFPA 13R sprinkler system). A Class I standpipe system will be provided. 2018025 – 238 Dryden Rd. Page 14 of 35 Section Key Provisions Required for
this project Proposed 906 Portable Fire Extinguishers 906.1 Where Required Portable fire extinguishers shall be installed in all of the following locations: 1. In Group A, B, E, F,
H, I, M, R-1, R-2, R-4 and S occupancies. Exception: In Group R-2 occupancies, portable fire extinguishers shall be required only in locations specified in Items 2 through 6 where
each dwelling unit is provided with a portable fire extinguisher having a minimum rating of 1A:10B:C. 2. Within 30 feet of commercial cooking equipment. 3. In areas where flammable
or combustible liquids are stored, used or dispensed. 4. On each floor of structures under construction, except Group R-3 occupancies, in accordance with Section 3315.1 of the International
Fire Code. 5. Where required by the International Fire Code sections indicated in Table 906.1. 6. Special-hazard areas, including but not limited to laboratories, computer rooms and
generator rooms, where required by the fire code official. Multi-purpose, 1A-10B:C extinguishers have been specified. One unit shown in each dwelling unit. 907 Fire Alarm and Detection
Systems 907.1.1 Construction Documents Construction documents for fire alarm systems shall be of sufficient clarity to indicate the location, nature and extent of the work proposed
and show in detail that it will conform to the provisions of this code, the International Fire Code and relevant laws, ordinances, rules and regulations, as determined by the fire code
official. Fire alarm system is shown on Electrical drawings E200 to E204. Fire alarm specifications are included in Drawing E001. Submittal of shop drawings for review by Architect
and AHJ is required (see Dwg. E001). 2018025 – 238 Dryden Rd. Page 15 of 35 Section Key Provisions Required for this project Proposed 907.2 Where Required‒new Buildings and Structures
An approved fire alarm system installed in accordance with the provisions of this code and NFPA 72 shall be provided in new buildings and structures in accordance with Sections 907.2.1
through 907.2.23 and provide occupant notification in accordance with Section 907.5, unless other requirements are provided by another section of this code. Not fewer than one manual
fire alarm box shall be provided in an approved location to initiate a fire alarm signal for fire alarm systems employing automatic fire detectors or waterflow detection devices. Where
other sections of this code allow elimination of fire alarm boxes due to sprinklers, a single fire alarm box shall be installed. Exceptions: 1. The manual fire alarm box is not required
for fire alarm systems dedicated to elevator recall control and supervisory service. 2. The manual fire alarm box is not required for Group R-2 occupancies unless required by the fire
code official to provide a means for fire watch personnel to initiate an alarm during a sprinkler system impairment event. Where provided, the manual fire alarm box shall not be located
in an area that is accessible to the public. TWO fire alarm pull boxes are shown on Dwg. E201, one at each stair. 2018025 – 238 Dryden Rd. Page 16 of 35 Section Key Provisions Required
for this project Proposed 907.2.9 Group R-2 Fire alarm systems and smoke alarms shall be installed in Group R-2 occupancies as required in Sections 907.2.9.1 through 907.2.9.3. 907.2.9.1
Manual Fire Alarm System A manual fire alarm system that activates the occupant notification system in accordance with Section 907.5 shall be installed in Group R-2 occupancies where
any of the following conditions apply: 1. Any dwelling unit or sleeping unit is located three or more stories above the lowest level of exit discharge. 2. Any dwelling unit or sleeping
unit is located more than one story below the highest level of exit discharge of exits serving the dwelling unit or sleeping unit. 3. The building contains more than 16 dwelling units
or sleeping units. Exceptions: 1. A fire alarm system is not required in buildings not more than two stories in height where all dwelling units or sleeping units and contiguous attic
and crawl spaces are separated from each other and public or common areas by not less than 1-hour fire partitions and each dwelling unit or sleeping unit has an exit directly to a public
way, egress court or yard. 2. Manual fire alarm boxes are not required where the building is equipped throughout with an automatic sprinkler system installed in accordance with Section
903.3.1.1 (NFPA 13) or 903.3.1.2 (NFPA 13R) and the occupant notification appliances will automatically activate throughout the notification zones upon a sprinkler water flow. 3. A
fire alarm system is not required in buildings that do not have interior corridors serving dwelling units and are protected by an approved automatic sprinkler system installed in accordance
with Section 903.3.1.1 (NFPA 13) or 903.3.1.2 (NFPA 13R), provided that dwelling units either have a means of egress door opening directly to an exterior exit access that leads directly
to the exits or are served by open-ended corridors designed in accordance with Section 1027.6, Exception 3. Building will be sprinklered per NFPA 13R. Therefore, exception 2 applies
and manual fire alarm boxes are not required within dwelling units. 2018025 – 238 Dryden Rd. Page 17 of 35 Section Key Provisions Required for this project Proposed 912 Fire Department
Connections 912.1 Installation Fire department connections shall be installed in accordance with the NFPA standard applicable to the system design and shall comply with Sections 912.2
through 912.7. 912.2 - Location 912.3 – Fire Hose Threads 912.4 - Access 912.5 - Signs 912.6 – Backflow Protection 912.7 – Inspection, testing and Maintenance. CHAPTER 10 MEANS OF
EGRESS 1001 Administration 1001.4 Fire safety and evacuation plans: … shall be provided for all occupancies … where required by the IFC … IFC (2015) Section 403.10.2.2 calls for
“emergency guides” to be given to each tenant. Architect will assist Owner in preparing such guides. 1003 General Means of Egress 1003.2 Ceiling height: ≥ 7’-6”, U.N.O. 1003.3.1 Headroom:
≥ 6’-8”, U.N.O., <50% of ceiling 1003.4 Floor surface: slip resistant, securely attached Project complies. 1004 Occupant Load Per Table 1004.1.2: Residential areas (entire building)
allows 200 SF per occupant. The larger dwelling units are approximately 1120 SF, therefore 6 occupants per apartment, plus two for efficiency unit = 56 people. Assuming worst case
scenario of two occupants per bedroom: 2x37=74 occupants. 1005 Means of Egress Sizing 1005.2 Min. width based on component: elsewhere in code. 1005.3 required capacity based on occupant
load: 1) Stairways: load (of a story) x 0.3” [0.2” if sprinklered AND with emergency voice/alarm communication system] 2) Other components: load x 0.2” [0.15” if …] Each of the stairs
in this project is 44” wide, adequate to serve 220 people, greatly exceeding the actual occupant load. 1005.5 Distribution of minimum width and required capacity: Where more than on
exit … is required … the loss of any one exit … shall not reduce the available capacity or width to less than 50%... Project includes two exit stairs. 2018025 – 238 Dryden Rd. Page
18 of 35 Section Key Provisions Required for this project Proposed 1005.7.1 Encroachment [by doors]: … when fully opened, shall not reduce the required width by more than 7 inches.
Doors in any position shall not reduce the required width by more than 50%. Does not apply to doors within dwelling units in R-2. Project complies. 1006 Number of Exits and Exit Access
Doorways 1006.2 Egress from spaces: Two exits required where occupant load exceeds those of Table 1006.2.1. Exception: One exit allowed in R-2 if load ≤20, and sprinklered (NFPA 13
or NFPA 13R), and travel distance ≤125 feet. Table 1006.2.1 would allow one exit, but 1006.3.1 requires two. 1006.3 Egress from stories or occupied roofs: Table 1006.3.1 requires
(at least) two exits from any story. Table 1006.3.2(1) provides Exceptions for R-2 buildings of up to 3 stories and ≤4 units (therefore doesn’t apply to this project). This building
has four stories above grade plane. Therefore, two stairs are required to serve them. 1007 Exit and Exit Access Doorway Configuration 1007.1.1 Two exits or exit access doorways: Where
two exits … are required … they shall be placed a distance apart equal to not less than 50% of the length of … the diagonal … of the building or area… [33% if sprinklered] In this building,
the diagonal of each dwelling unit is 46’. Therefore, the distance between exit doors shall be not less than 15’-2”. The doors to the two sets of stairs are 16’-0” apart, center to
center. 1008 Means of Egress Illumination 1008.2 Illumination required: The means of egress … shall be illuminated at all times that the room or space is occupied. [Exception: dwelling
units in R-2] Motion sensors will be provided at stairs. See Dwg. E200, keynote 1. 1008.3 Emergency power for illumination: In the event of a power supply failure … an emergency electrical
system shall automatically illuminate … aisles, corridors, stairs, … Emergency power with 90-minute battery backup will be provided. See Dwg. E001. 1009 Accessible Means of Egress
[MOE] 1009.1 Accessible MOE required: … where more than one MOE are required by 1006.2 or 1006.3 … each accessible portion of the space shall be served by no less than 2 accessible
MOE. [3 Exceptions, none apply to R-2] Two stairs required by Table 1006.3.1 1009.2.1 Elevators required: … in buildings where a required accessible floor is 4 or more stories above
or below a level of exit discharge … at least one required accessible MOE shall be an elevator… This building’s top floor (the 4th) is 3 stories above the level of exit discharge.
(See Commentary Fig. 1009.2.1). No elevator required. 2018025 – 238 Dryden Rd. Page 19 of 35 Section Key Provisions Required for this project Proposed 1009.3 Stairways: … to be considered
part of an accessible MOE … shall have a clear width of 48” minimum between hand rails and shall either incorporate an area of refuge within an enlarged floor-level landing OR shall
be accessed from an area of refuge complying with 1009.6. [9 Exceptions]: 2. 48” clear not required if sprinklered per NFPA 13 or NFPA 13R (see 1011.2) 5. Area of refuge not required
if sprinklered per NFPA 13 or NFPA 13R. 8. Area of refuge not required at R-2 Building is sprinklered per NFPA 13R. Stairs are 44” wide. Sidewalks on E and W sides connect directly
to Summit Ave. 1010 Doors, Gates and Turnstiles 1010.1 Doors: … MOE doors shall meet requirements of this Section and 1022.2 (exterior exit doors), even “extra” doors. MOE doors shall
be readily distinguishable from the adjacent construction and finishes … MOE doors will be painted to contrast with surrounding walls. 1010.1.1 Size of doors: … sufficient for occupant
load and 32” clear width. Maximum leaf width: 48” nominal. Height: ≥6’-8” Exceptions (10): 1. No min/max in R-2 if door not a MEO (but NYS requires 32” clear anyway) 3. No min. for
closets < 10 SF 5. 6’-6” height OK if within dwelling unit 6. Non-required exterior doors may be 6’-4” high 8. Accessible doors in Type B units may be 31 ¾” wide (but NYS requires 32”
clear anyway) Project complies. 1010.1.2 Door swing: … egress doors shall be of the pivoted or side-hinged swing type [no sliders, accordion, etc.] Exceptions (9): 4. Doors within
dwelling units in … R-2 Sliding and accordion doors allowed also by FHAG and ICC A117.1 All doors in this project are the sidehinged swing type. 1010.1.1.1 Direction of swing: … in
the direction of egress travel if … occupant load ≥ 50. No space in this project has an occupant load ≥ 50. 2018025 – 238 Dryden Rd. Page 20 of 35 Section Key Provisions Required
for this project Proposed 1010.1.5 Floor elevations: … floors shall be level and at the same elevation on both sides of doors, except for exterior landings, which are permitted a slope
of ¼:12 Exceptions (6): 1. In R-2, screen/storm doors, and doors at top step of a flight of stairs (but not swinging over stairs) 2. Exterior doors (per 1003.5 and not on an accessible
route) 4. Variation due to finishes, but ≤ ½” 5. Exterior decks/balconies ≤ 4” 6. Doors to equipment spaces Project complies. 1010.1.6 Landings at doors: Width ≥ width of door/stair;
length ≥ 44” in the direction of travel. Project complies. 1010.1.7 Thresholds: ≤ ½”, beveled 1 vert. in 2 horiz. Exceptions (2): 2. In type B units, where 1010.1.5 (5) applies, 4
½” Project complies. 1010.1.9 Door operators: … openable from egress side without a key or special knowledge or effort. 1010.1.9.1 Hardware: … comply with Chapter 11, not require
tight grasping, tight pinching or twisting of the wrist. All doors will have lever handles. No knobs. 1010.1.9.2 Hardware height: 34” ≤ H ≤ 48” 1010.1.9.3 Locks and latches: …
permitted to prevent operation of doors if… 4. Doors from individual … dwelling units … in Group R … having an occupant load ≤ 10 … may have a night latch, dead bolt or security chain,
provided such devices are openable from the inside without the use of a key or tool. Apartment doors will have a security chain or similar device. 1010.1.9.11 Stairway doors: … operable
from both sides without a key, special knowledge or effort. Exceptions (5): 5. … in R-2 … openable from egress side and … locked from opposite side … where the only interior access
to dwelling units is from a single exit stairway [per 1006.3.2] Stair doors shall be lockable from stair side, and openable from the inside without a key. 1011 Stairways 1011.2 Width
and capacity: … per 1005.1, but ≥ 44”. Exceptions (3): 1. If occupant load is < 50, 36” wide is OK Each of the stairs in this project is 44” wide. See Drawing A506 for dimensions.
1011.3 Headroom: ≥ 6’-8”(Exceptions within individual dwelling units in R-2) Project complies. 1011.4 Walkline: applies to winder treads There are no winder treads in this project.
1011.5 Stair treads and risers: 1011.5.2: 4” ≤ R ≤ 7” and 11” ≤ T Project complies. 2018025 – 238 Dryden Rd. Page 21 of 35 Section Key Provisions Required for this project Proposed
1011.5.5 Nosing and riser profile: see Commentary Fig. 1011.5.5.1 Project complies. 1011.6 Stairway landings: There shall be a floor or landing at the top and bottom of each stairway.
The width of landings shall be not less than the width of stairways served. Every landing shall have a minimum width measured perpendicular to the direction of travel equal to the width
of the stairway. Where the stairway has a straight run the depth need not exceed 48 inches. Doors opening onto a landing shall not reduce the landing to less than one-half the required
width. When fully open, the door shall not project more than 7 inches into a landing. Where wheelchair spaces are required on the stairway landing in accordance with Section 1009.6.3,
the wheelchair space shall not be located in the required width of the landing and doors shall not swing over the wheelchair spaces. Intermediate landings are 44” wide (same as stair
width). Floor level landings are even larger. 1011.7 Stairway construction: Stairways shall be built of materials consistent with the types permitted for the type of construction of
the building, except that wood handrails shall be permitted for all types of construction. 1011.7.1 Stairway walking surface: … treads and landings shall have a solid surface. Finish
floor surfaces shall be securely attached. Exceptions (2): 1. Perforations < ½” allowed… Stairways will be constructed of dimensioned lumber, with treads covered with vinyl or rubber
materials meeting Code. 1011.7.3 Enclosures under interior stairways: The walls and soffits within enclosed usable spaces under enclosed and unenclosed stairways shall be protected
by 1-hour fireresistance-rated construction or the fire-resistance rating of the stairway enclosure, whichever is greater. Access to the enclosed space shall not be directly from within
the stairway enclosure. Exception: Spaces under stairways serving and contained within a single residential dwelling unit in Group R-2 or R-3 shall be permitted to be protected on the
enclosed side with ½” gypsum board. There are no such spaces under stairways. 1011.8 Vertical rise: A flight of stairs shall not have a vertical rise greater than 12 feet between
floor levels or landings. Project complies. 1011.11 Handrails: Stairways shall have handrails on each side and shall comply with Section 1014. Where glass is used to provide the handrail,
the handrail shall comply with Section 2407. Commentary: handrails not required in landings. Project complies. 2018025 – 238 Dryden Rd. Page 22 of 35 Section Key Provisions Required
for this project Proposed 1011.12 Stairway to roof: In buildings four or more stories above grade plane, one stairway shall extend to the roof surface unless the roof has a slope steeper
4:12. Exception: Other than where required by Section 1011.12.1, in buildings without an occupied roof access to the roof from the top story shall be permitted to be by an alternating
tread device, a ships ladder or a permanent ladder. Building has 4 stories above grade plane. A ladder to roof hatch is shown. 1011.12.2 Roof access: Where a stairway is provided
to a roof, access to the roof shall be provided through a penthouse complying with Section 1510.2. Exception: In buildings without an occupied roof, access to the roof shall be permitted
to be a roof hatch or trap door not less than 16 square feet in area and having a minimum dimension of 2 feet. 48x48 LOCKABLE! 1011.13 Guards: Guards shall be provided along stairways
and landings where required by Section 1015 and shall be constructed in accordance with Section 1015. Where the roof hatch opening providing the required access is located within 10
feet of the roof edge, such roof access or roof edge shall be protected by guards installed in accordance with Section 1015. Project complies. A301 shows guards at stairs being 42”
high. Guards are not required at roof hatch because it is more than 10 feet away from roof edge. 1013 Exit Signs 1013.1 Where required: Exceptions (5): 3. … not required in individual
dwelling units in R-2 Exit signs are shown on Electrical drawings E200 to E204. 1014 Handrails 1014.1 Where required: Handrails serving stairways, ramps, stepped aisles and ramped
aisles shall be adequate in strength and attachment in accordance with Section 1607.8. Handrails required for stairways by Section 1011.11 shall comply with Sections 1014.2 through
1014.9. Project complies. 1014.2 Height. Handrail height, measured above stair tread nosings, or finish surface of ramp slope, shall be uniform, not less than 34 inches and not more
than 38 inches. Handrail height of alternating tread devices and ships ladders, measured above tread nosings, shall be uniform, not less than 30 inches and not more than 34 inches
Stair hand rails are shown at 36” above nosings. 1014.3 Handrail graspability. Required handrails shall comply with Section 1014.3.1 or shall provide equivalent graspability. Project
complies. 2018025 – 238 Dryden Rd. Page 23 of 35 Section Key Provisions Required for this project Proposed 1014.3.1 Type I. Handrails with a circular cross section shall have an outside
diameter of not less than 1¼” and not greater than 2 inches. Where the handrail is not circular, it shall have a perimeter dimension of not less than 4 inches and not greater than 6¼”
with a maximum cross-sectional dimension of 2¼” and minimum cross-sectional dimension of 1”. Edges shall have a minimum radius of 0.01”. [Cross sectional dimension shown as diagonal
in illustration] [Type II handrails allowable in Group R-3, some Group U, and within individual R-2 dwelling units] Project complies. 1014.6 Handrail extensions: Handrails shall return
to a wall, guard or the walking surface or shall be continuous to the handrail of an adjacent flight of stairs or ramp run. Where handrails are not continuous between flights, the handrails
shall extend horizontally not less than 12 inches beyond the top riser and continue to slope for the depth of one tread beyond the bottom riser. Project complies. See Dwg. A506. 1015
Guards 1015.1 General. Guards shall comply with the provisions of Sections 1015.2 through 1015.7. Operable windows with sills located more than 72” above finished grade or other surface
below shall comply with Section 1015.8. Windows will have a device complying with ASTM F2090, which will prevent them from being opened more than 4” by a child, but ALSO allow an
adult to open windows fully. 1015.3 Height. Required guards shall be not less than 42” high, measured vertically… 1015.4 Opening limitations. Required guards shall not have openings
that allow passage of a sphere 4” in diameter from the walking surface to the required guard height. 2018025 – 238 Dryden Rd. Page 24 of 35 Section Key Provisions Required for this
project Proposed 1015.8 Window openings. Windows in Group R-2 and R-3 buildings including dwelling units, where the top of the sill of an operable window opening is located less than
36” above the finished floor and more than 72” above the finished grade or other surface below on the exterior of the building, shall comply with one of the following: 1. Operable windows
where the top of the sill of the opening is located more than 75 feet above the finished grade or other surface below and that are provided with window fall prevention devices that
comply with ASTM F2006. 2. Operable windows where the openings will not allow a 4-inchdiameter sphere to pass through the opening when the window is in its largest opened position.
3. Operable windows where the openings are provided with window fall prevention devices that comply with ASTM F2090. 4. Operable windows that are provided with window opening control
devices that comply with Section 1015.8.1. Windows will have a device complying with ASTM F2090, which will prevent them from being opened more than 4” by a child, but ALSO allow an
adult to open windows fully. 1017 Exit Access Travel Distance 1017.2 Limitations. Exit access travel distance shall not exceed the values given in Table 1017.2. Table 1017.2 requires
a maximum travel distance of 250 feet in a Group R, sprinklered building. Exit Distances: -West= 85.5' -East= 99.5' 1020 Corridors 1020.1 Construction: Corridors shall be fire-resistance
rated [per] Table 1020.1 [and] Section 708 for fire partitions. Exceptions (5): 2. Fire rating not required within a dwelling unit in Group R. Project complies. Table 1020.1 calls
for 30-minute rating of basement corridor walls. They are rated 1 hour (Partition Type P1). Table 1020.1 For Group R, with a corridor serving more than 10 occupants, sprinklered, fire
resistance shall be 30 minutes. Applies to basement corridors. They will be rated 1 hour (Partition Type P1) 1020.2 Width and capacity. The required capacity of corridors shall be
determined as specified in Section 1005.1, but the minimum width shall be not less than that specified in Table 1020.2. Section 1005 requires 0.15”/occupant which is negligible Table
1020.2: 36” if occupant load < 50. Corridor in basement is shown as 60” wide. 2018025 – 238 Dryden Rd. Page 25 of 35 Section Key Provisions Required for this project Proposed 1023
Interior Exit Stairways and Ramps 1023.1 General. Interior exit stairways and ramps serving as an exit component in a means of egress system shall comply with the requirements of this
section. Interior exit stairways and ramps shall be enclosed and lead directly to the exterior of the building or shall be extended to the exterior of the building with an exit passageway
conforming to the requirements of Section 1024, except as permitted in Section 1028.1. An interior exit stairway or ramp shall not be used for any purpose other than as a means of egress
and a circulation path. Tenants shall be instructed not to use stair areas for storage, and to keep them unobstructed at all times. 1023.2 Construction. Enclosures for interior exit
stairways and ramps shall be constructed as fire barriers in accordance with Section 707 or horizontal assemblies constructed in accordance with Section 711, or both. Interior exit
stairway and ramp enclosures shall have a fire-resistance rating of not less than 2 hours where connecting four stories or more and not less than 1 hour where connecting less than four
stories. The number of stories connected by the interior exit stairways or ramps shall include any basements, but not any mezzanines. Interior exit stairways and ramps shall have a
fire resistance rating not less than the floor assembly penetrated, but need not exceed 2 hours. Stair walls shall be rated for 2 hours. 1023.4 Openings. Interior exit stairway and
ramp opening protectives shall be in accordance with the requirements of Section 716. Openings in interior exit stairways and ramps other than unprotected exterior openings shall be
limited to those necessary for exit access to the enclosure from normally occupied spaces and for egress from the enclosure. Commentary: “In order for fire doors to be effective, they
must be in the closed position; therefore, the preferred arrangement is to install self-closing doors …” Stair door will be 90-minute rated, self-closing, with appropriate hardware.
1023.5 Penetrations. Penetrations into or through interior exit stairways and ramps are prohibited except for equipment and ductwork necessary for independent ventilation or pressurization,
sprinkler piping, standpipes, electrical raceway for fire department communication systems and electrical raceway serving the interior exit stairway and ramp and terminating at a steel
box not exceeding 16 square inches. Such penetrations shall be protected in accordance with Section 714. There shall not be penetrations or communication openings, whether protected
or not, between adjacent interior exit stairways and ramps. No such penetrations are proposed. 2018025 – 238 Dryden Rd. Page 26 of 35 Section Key Provisions Required for this project
Proposed 1023.6 Ventilation. Equipment and ductwork for interior exit stairway and ramp ventilation as permitted by Section 1023.5 shall comply with one of the following items: 1.
Such equipment and ductwork shall be located exterior to the building and shall be directly connected to the interior exit stairway and ramp by ductwork enclosed in construction as
required for shafts. 2. Where such equipment and ductwork is located within the interior exit stairway and ramp, the intake air shall be taken directly from the outdoors and the exhaust
air shall be discharged directly to the outdoors, or such air shall be conveyed through ducts enclosed in construction as required for shafts. 3. Where located within the building,
such equipment and ductwork shall be separated from the remainder of the building, including other mechanical equipment, with construction as required for shafts. In each case, openings
into the fire-resistance-rated construction shall be limited to those needed for maintenance and operation and shall be protected by opening protectives in accordance with Section 716
for shaft enclosures. The interior exit stairway and ramp ventilation systems shall be independent of other building ventilation systems. Project complies. 1023.7 Interior exit stairway
and ramp exterior walls. Exterior walls of the interior exit stairway or ramp shall comply with the requirements of Section 705 for exterior walls. [Additional requirements] Section
705.5 only calls for the South wall to be fire rated. However, Table 601 requires all four walls to have a 1-hour rating. 1023.8 Discharge identification. An interior exit stairway
and ramp shall not continue below its level of exit discharge unless an approved barrier is provided at the level of exit discharge to prevent persons from unintentionally continuing
into levels below. Directional exit signs shall be provided as specified in Section 1013. A gate will be installed. See new Detail C1/A506. 1024 Exit Passageways n/a In this project,
exit stairs lead directly to the outside. 2018025 – 238 Dryden Rd. Page 27 of 35 Section Key Provisions Required for this project Proposed 1028 Exit Discharge 1028.1 General. Exits
shall discharge directly to the exterior of the building. The exit discharge shall be at grade or shall provide a direct path of egress travel to grade. The exit discharge shall not
reenter a building. Commentary: “The exit discharge is the path from the termination of the exit to the public way”. 1028.4.1 Width or capacity. The required capacity of egress courts
shall be determined as specified in Section 1005.1, but the minimum width shall be not less than 44”. Stairs lead directly to the outside, and from there, concrete walks, 44” and 48”
wide (E and W, respectively), lead to Summit Avenue and Dryden Rd. 1028.5 Access to a public way. The exit discharge shall provide a direct and unobstructed access to a public way.
E and W lead to Summit Avenue and Dryden Rd. 1030 Emergency Escape and Rescue 1030.1 General. In addition to the means of egress required by this chapter, provisions shall be made
for emergency escape and rescue openings in Group R-2 occupancies in accordance with Tables 1006.3.2(1) and 1006.3.2(2) and Group R-3 occupancies. Basements and sleeping rooms below
the fourth story above grade plane shall have at least one exterior emergency escape and rescue opening in accordance with this section. Where basements contain one or more sleeping
rooms, emergency escape and rescue openings shall be required in each sleeping room, but shall not be required in adjoining areas of the basement. Such openings shall open directly
into a public way or to a yard or court that opens to a public way. Exceptions (3): 2. Emergency escape and rescue openings are not required from basements or sleeping rooms that have
an exit door or exit access door that opens directly into a public way or to a yard, court or exterior exit balcony that opens to a public way. Project complies. See specs and Window
Schedule. 2018025 – 238 Dryden Rd. Page 28 of 35 Section Key Provisions Required for this project Proposed 1030.2 Minimum size. Emergency escape and rescue openings shall have a minimum
net clear opening of 5.7 SF [5 SF if on grade floor] 1030.2.1 Minimum dimensions. The minimum net clear opening height dimension shall be 24”. The minimum net clear opening width dimension
shall be 20”. The net clear opening dimensions shall be the result of normal operation of the opening. 1030.3 Maximum height from floor. Emergency escape and rescue openings shall have
the bottom of the clear opening not greater than 44” measured from the floor. Commentary: “Windows in … R-2 … dwelling units may also have to meet window-opening limitations because
of concerns about child falls (see Section 1015.8). Only some of the window opening-control devices will also work for emergency escape and rescue openings.” Project complies. See
specs and Window Schedule. 1030.4 Operational constraints. Emergency escape and rescue openings shall be operational from the inside of the room without the use of keys or tools. Bars,
grilles, grates or similar devices are permitted to be placed over emergency escape and rescue openings provided the minimum net clear opening size complies with Section 1030.2 and
such devices shall be releasable or removable from the inside without the use of a key, tool or force greater than that which is required for normal operation of the emergency escape
and rescue opening. … Project complies. See specs and Window Schedule. 2018025 – 238 Dryden Rd. Page 29 of 35 Section Key Provisions Required for this project Proposed 1030.5 Window
wells. An emergency escape and rescue opening with a finished sill height below the adjacent ground level shall be provided with a window well in accordance with Sections 1030.5.1 and
1030.5.2. 1030.5.1 Minimum size. The minimum horizontal area of the window well shall be 9 SF with a minimum dimension of 36”. The area of the window well shall allow the emergency
escape and rescue opening to be fully opened. 1030.5.2 Ladders or steps. Window wells with a vertical depth of more than 44” shall be equipped with an approved permanently affixed ladder
or steps. Ladders or rungs shall have an inside width of at least 12”, shall project at least 3” from the wall and shall be spaced not more than 18” on center (o.c.) vertically for
the full height of the window well. The ladder or steps shall not encroach into the required dimensions of the window well by more than 6”. The ladder or steps shall not be obstructed
by the emergency escape and rescue opening. Ladders or steps required by this section are exempt from the stairway requirements of Section 1011. There are no window wells. CHAPTER
11 ACCESSIBILITY 1101 General 1101.2 Design: Buildings and facilities shall be designed and constructed to be accessible in accordance with this code and ICC A117.1. Only the two
apartments on the First Floor are required to be accessible (Type B, with one Type A bathroom), as there is no elevator serving other levels. 1103 Scoping Requirements 1103.2.1 Specific
requirements: Accessibility is not required in buildings and facilities, or portions thereof, to the extent permitted by Sections 1104 through 1111. Section 1107 covers dwelling units.
1107 Dwelling Units and Sleeping Units Commentary: “… all dwelling units … that can or will be used as a place of abode … must meet the requirements of Type B dwellings”. All apartments
must be Type B units. All standard apartments are Type B units, even if only the two units on the First Floor are required to be Type B. 1107.2 Design: Dwelling units … shall comply
with … Chapter 10 of ICC A117.1. Units required to be Type A are permitted to be designed and constructed as Accessible Units. Units required to be Type B units are permitted to be
… as Accessible Units or as Type A Units. Apartments will meet or exceed Code requirements for accessibility. 2018025 – 238 Dryden Rd. Page 30 of 35 Section Key Provisions Required
for this project Proposed 1107.3 Accessible Spaces Rooms and spaces available to the general public or available for use by residents and serving Accessible units, Type A units or
Type B units shall be accessible. Accessible spaces shall include toilet and bathing rooms, kitchen, living and dining areas and any exterior spaces, including patios, terraces and
balconies. Exceptions (2): 1. Stories and mezzanines exempted by Section 1107.4. 1107.4 Accessible Route At least one accessible route shall connect accessible building or facility
entrances with the primary entrance of each Accessible unit, Type A unit and Type B unit within the building or facility and with those exterior and interior spaces and facilities that
serve the units. First Floor is accessible. Commentary: In descending order of accessibility: Accessible units (“wheelchair ready”): fully accessible from the start. Type A units
(“wheelchair friendly”): 32” clear door opening, maneuvering clearances from start, plus other “adaptable” features (blocking for future grab bars, removable base cabinets,…) Type B
units (“wheelchair usable”): minimal level of accessibility (allows sunken living rooms, mezzanines, side reach approach,…) NYS Code is more restrictive: NYS Code requires 32” clear
al all Type B unit doors (except to ½ bathroom). NYS Code requires that at least one bathroom in Type B units (all units) shall be Type A. Each standard apartment has at least one
Type A bathroom. 1107.6.2 Group R-2: 1107.6.2.1: Live/work units: …the non-residential portion is required to be accessible [and] if more than 4 units, they shall be Type B units.
There are no live/work units in this project. All standard units will be Type B units 1107.6.2.2 Apartment houses, monasteries and convents: 1107.6.2.2.1: In Group R-2 … with more
than 20 dwelling units … at least 2% shall be Type A … Building includes only 9 dwelling units. 1107.6.2.2.2 Type B units: … if more than 4 units, all of them shall be Type B. Exception:
per 1107.7 (no elevator) Only the two apartments on the First Floor and the basement unit are required to be accessible (Type B, with one Type A bathroom), as there is no elevator
serving other levels. 1107.7 General Exceptions: the number of Type A and Type B units may be reduced if…. 2018025 – 238 Dryden Rd. Page 31 of 35 Section Key Provisions Required
for this project Proposed 1107.7.1 Structures Without Elevator Service Where no elevator service is provided in a structure, only the dwelling units and sleeping units that are located
on stories indicated in Sections 1107.7.1.1 and 1107.7.1.2 are required to be Type A units and Type B units, respectively. The number of Type A units shall be determined in accordance
with Section 1107.6.2.2.1. 1107.7.1.1 One Story With Type B Units Required At least one story containing dwelling units or sleeping units intended to be occupied as a residence shall
be provided with an accessible entrance from the exterior of the structure and all units intended to be occupied as a residence on that story shall be Type B units. There’s no elevator.
Only the two First Floor units and basement unit are required to be accessible. Other units and floor levels will be designed similarly, but are not required to be accessible. CHAPTER
12 INTERIOR ENVIRONMENT 1203 Ventilation 1203.1 General Buildings shall be provided with natural ventilation in accordance with Section 1203.5, or mechanical ventilation in accordance
with the International Mechanical Code. Where the air infiltration rate in a dwelling unit is less than 5 air changes per hour when tested with a blower door at a pressure 0.2 inch
w.c. (50 Pa) in accordance with Section R402.4.1.2 of the International Energy Conservation Code‒ Residential Provisions, the dwelling unit shall be ventilated by mechanical means in
accordance with Section 403 of the International Mechanical Code. 1203.5.1 Ventilation Area Required The openable area of the openings to the outdoors shall be not less than 4 percent
of the floor area being ventilated. Project complies. 1205 Lighting 1205.1 General Every space intended for human occupancy shall be provided with natural light by means of exterior
glazed openings in accordance with Section 1205.2 or shall be provided with artificial light in accordance with Section 1205.3. Exterior glazed openings shall open directly onto a public
way or onto a yard or court in accordance with Section 1206. Project complies with natural lighting or artificial lighting requirements. 1205.2 Natural Light The minimum net glazed
area shall be not less than 8 percent of the floor area of the room served. 2018025 – 238 Dryden Rd. Page 32 of 35 Section Key Provisions Required for this project Proposed 1206
Yards or Courts 1206.2 Yards Yards shall be not less than 3 feet in width for buildings two stories or less above grade plane. For buildings more than two stories above grade plane,
the minimum width of the yard shall be increased at the rate of 1 foot for each additional story. The east and west yard is 5’-0’ wide. 1208.2 Minimum Ceiling Heights Occupiable
spaces, habitable spaces and corridors shall have a ceiling height of not less than 7 feet 6 inches. Bathrooms, toilet rooms, kitchens, storage rooms and laundry rooms shall have a
ceiling height of not less than 7 feet. All spaces exceed minimum ceiling heights 1208.3 Room Area Every dwelling unit shall have no fewer than one room that shall have not less
than 120 square feet of net floor area. Other habitable rooms shall have a net floor area of not less than 70 square feet. Exception: Kitchens are not required to be of a minimum floor
area. City of Ithaca requires kitchens to be a minimum of 60 SF. Kitchens exceed 60sf min. Living rooms exceed 120sf 1208.4 Efficiency Dwelling Units An efficiency living unit shall
conform to the requirements of the code except as modified herein: 1. The unit shall have a living room of not less than 220 square feet of floor area. An additional 100 square feet
of floor area shall be provided for each occupant of such unit in excess of two. 2. The unit shall be provided with a separate closet. 3. The unit shall be provided with a kitchen
sink, cooking appliance and refrigeration facilities, each having a clear working space of not less than 30 inches in front. Light and ventilation conforming to this code shall be provided.
4. The unit shall be provided with a separate bathroom containing a water closet, lavatory and bathtub or shower. IBC is more stringent than City of Ithaca requirements CHAPTER
13 ENERGY EFFICIENCY Section 1301 General 1301.1 Scope This chapter governs the design and construction of buildings for energy efficiency. 1301.1.1 Criteria Buildings shall be
designed and constructed in accordance with the International Energy Conservation Code. ComCheck report provided. 2018025 – 238 Dryden Rd. Page 33 of 35 Section Key Provisions Required
for this project Proposed CHAPTER 14 EXTERIOR WALLS 1404 Materials 1404.10 Fiber-Cement Siding Fiber-cement siding shall conform to the requirements of ASTM C1186, Type A (or ISO
8336, Category A), and shall be so identified on labeling listing an approved quality control agency. 0.25 inches thick, per Table 1405.2 Project complies. See specs. 1405 Installation
of Wall Coverings 1405.3 Vapor Retarders Vapor retarders as described in Section 1405.3.3 shall be provided in accordance with Sections 1405.3.1 and 1405.3.2, or an approved design
using accepted engineering practice for hygrothermal analysis. 1405.3.1 Class I and II Vapor Retarders Class I or II vapor retarders shall be provided on the interior side of frame
walls in Zones 5, 6, 7, 8 and Marine 4. The appropriate zone shall be selected in accordance with Chapter 3 [CE] of the International Energy Conservation Code-Commercial Provisions.
Tompkins County is in Zone 6A. Project complies. See specs. 1406 Combustible Materials on the Exterior Side of Exterior Walls 1406.2 Combustible Exterior Wall Coverings Combustible
exterior wall coverings shall comply with this section. Exception: Plastics complying with Chapter 26. The exterior wall covering is noncombustible. 1406.2.3 Fireblocking Where the
combustible exterior wall covering is furred out from the exterior wall and forms a solid surface, the distance between the back of the exterior wall covering and the exterior wall
shall not exceed 1⅝ inches. The concealed space thereby created shall be fireblocked in accordance with Section 718. Exception: The distance between the back of the exterior wall covering
and the exterior wall shall be permitted to exceed 1 ⅝ inches where the concealed space is not required to be fireblocked by Section 718. The exterior wall covering is noncombustible,
but it is installed over furring strips complying with this Section anyway. See 718.2.6 above. 2018025 – 238 Dryden Rd. Page 34 of 35 Section Key Provisions Required for this project
Proposed 1406.3 Balconies and Similar Projections Balconies and similar projections of combustible construction other than fire-retardant-treated wood shall be fire-resistance rated
where required by Table 601 for floor construction or shall be of Type IV construction in accordance with Section 602.4. The aggregate length of the projections shall not exceed 50
percent of the building’s perimeter on each floor. Exceptions: 1. On buildings of Type I and II construction, three stories or less above grade plane, fire-retardant-treated wood
shall be permitted for balconies, porches, decks and exterior stairways not used as required exits. 2. Untreated wood is permitted for pickets and rails or similar guardrail devices
that are limited to 42 inches in height. 3. Balconies and similar projections on buildings of Type III, IV and V construction shall be permitted to be of Type V construction, and shall
not be required to have a fire-resistance rating where sprinkler protection is extended to these areas. 4. Where sprinkler protection is extended to the balcony areas, the aggregate
length of the balcony on each floor shall not be limited. Sprinkler protection will be extended to balconies. CHAPTER 15 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 1505.1 General
Roof assemblies shall be divided into the classes defined below. Class A, B and C roof assemblies and roof coverings required to be listed by this section shall be tested in accordance
with ASTM E108 or UL 790. In addition, fire-retardant-treated wood roof coverings shall be tested in accordance with ASTM D2898. The minimum roof coverings installed on buildings shall
comply with Table 1505.1 based on the type of construction of the building. Table 1505.1 calls for Class B roof assemblies in buildings of Type 5A construction. The specified system
(RubberGard Platinum by Firestone Building Products) is a Class A assembly, installed over fire rated sheathing (Flameblock) CHAPTER 18 SOILS AND FOUNDATIONS 2018025 – 238 Dryden
Rd. Page 35 of 35 Section Key Provisions Required for this project Proposed 1809 Shallow Foundations 1809.5 Frost Protection Except where otherwise protected from frost, foundations
and other permanent supports of buildings and structures shall be protected from frost by one or more of the following methods: 1. Extending below the frost line of the locality.
2. Constructing in accordance with ASCE 32. 3. Erecting on solid rock. CHAPTER 24 GLASS AND GLAZING 2406 Safety Glazing 2406.4 Hazardous Locations The locations specified in
Sections 2406.4.1 through 2406.4.7 shall be considered specific hazardous locations requiring safety glazing materials. 2406.4.1 Glazing in Doors Glazing in all fixed and operable panels
of swinging, sliding and bifold doors shall be considered a hazardous location. 2406.4.3 Glazing in Windows Glazing in an individual fixed or operable panel that meets all of the following
[4] conditions shall be considered a hazardous location: 1. The exposed area of an individual pane is greater than 9 square feet. 2. The bottom edge of the glazing is less than 18
inches above the floor. 3. The top edge of the glazing is greater than 36 inches above the floor. 4. One or more walking surface(s) are within 36 inches, measured horizontally and
in a straight line, of the plane of the glazing. Specifications call for safety glass on all doors that have glass. Window schedule has been revised to include information on specific
locations to receive safety glass (balcony windows). CHAPTER 26 PLASTIC 2603 Foam Plastic Insulation 2603.3 Surface-Burning Characteristics Unless otherwise indicated in this section,
foam plastic insulation and foam plastic cores of manufactured assemblies shall have a flame spread index of not more than 75 and a smoke-developed index of not more than 450 where
tested in the maximum thickness intended for use in accordance with ASTM E84 or UL 723. Loose fill-type foam plastic insulation shall be tested as board stock for the flame spread and
smoke-developed indexes. Specified insulation products have indexes below those listed at left.
238 Dryden Road Statement of Special Inspections 8-12-21.pdf Microsoft Word - 238 Dryden Road Statement of Special Inspections 8-10-21
6WUHDP&ROODERUDWLYH3URMHFW1R 6WDWHPHQWRI6SHFLDO,QVSHFWLRQV 5HY 3DJH 6WDWHPHQWRI6SHFLDO,QVSHFWLRQV 3URMHFW 238 Dryden Road 3URMHFW1R 20201119
/RFDWLRQ 238 Dryden Road, Ithaca, NY 2ZQHU Visum Development 'HVLJQ3URIHVVLRQDOLQ5HVSRQVLEOH&KDUJH Elwyn and Palmer Consulting Engineers, 213 East Seneca Street, Ithaca, NY
14850 7KLVStatement of Special InspectionsLVVXEPLWWHGDVDFRQGLWLRQIRUSHUPLWLVVXDQFHLQDFFRUGDQFHZLWKWKH6SHFLDO ,QVSHFWLRQDQG6WUXFWXUDO7HVWLQJUHTXLUHPHQWVRIWKH%XLOGLQJ&RGH,W
LQFOXGHVDVFKHGXOHRI6SHFLDO,QVSHFWLRQVHUYLFHV DSSOLFDEOHWRWKLVSURMHFWDVZHOODVWKHQDPHRIWKH6SHFLDO,QVSHFWLRQ&RRUGLQDWRUDQGWKHLGHQWLW\RIRWKHUDSSURYHG DJHQFLHVWREHUHWDLQHGI
RUFRQGXFWLQJWKHVHLQVSHFWLRQVDQGWHVWV7KLVStatement of Special InspectionsHQFRPSDVVWKH IROORZLQJGLVFLSOLQHV 6WUXFWXUDO $UFKLWHFWXUDO 0HFKDQLFDO(OHFWULFDO3OXPELQJ
2WKHU 7KH6SHFLDO,QVSHFWLRQ&RRUGLQDWRUVKDOONHHSUHFRUGVRIDOOLQVSHFWLRQVDQGVKDOOIXUQLVKLQVSHFWLRQUHSRUWVWRWKH %XLOGLQJ2IILFLDODQGWKH5HJLVWHUHG'HVLJQ3URIHVVLRQDO
5'3
LQ5HVSRQVLEOH&KDUJH'LVFRYHUHGGLVFUHSDQFLHVVKDOO EHEURXJKWWRWKHLPPHGLDWHDWWHQWLRQRIWKH&RQWUDFWRUIRUFRUUHFWLRQ,IVXFKGLVFUHSDQFLHVDUHQRWFRUUHFWHGWKH GLVFUHSDQFLHVVKDOOEH
EURXJKWWRWKHDWWHQWLRQRIWKH%XLOGLQJ2IILFLDODQGWKH5'3LQ5HVSRQVLEOH&KDUJH7KH6SHFLDO ,QVSHFWLRQSURJUDPGRHVQRWUHOLHYHWKH&RQWUDFWRURIKLVRUKHUUHVSRQVLELOLWLHV
,QWHULPUHSRUWVVKDOOEHVXEPLWWHGWRWKH%XLOGLQJ2IILFLDODQGWKH5'3LQ5HVSRQVLEOH&KDUJH $Final Report of Special InspectionsGRFXPHQWLQJFRPSOHWLRQRIDOOUHTXLUHG6SHFLDO,QVSHFWLRQV
WHVWLQJDQGFRUUHFWLRQRI DQ\GLVFUHSDQFLHVQRWHGLQWKHLQVSHFWLRQVVKDOOEHVXEPLWWHGSULRUWRLVVXDQFHRID&HUWLILFDWHRI8VHDQG2FFXSDQF\ -REVLWHVDIHW\DQGPHDQVDQGPHWKRGVRIFRQVWUXFW
LRQDUHVROHO\WKHUHVSRQVLELOLW\RIWKH&RQWUDFWRU ,QWHULP5HSRUW)UHTXHQF\ )LQDO5HSRUW2QO\ DW&RPSOHWLRQ 0RQWKO\ DW&RPSOHWLRQRIHDFKPDWHULDO
U 2WKHU 3UHSDUHGE\ -RVHSK(&D]D,,,
W\SHRUSULQWQDPH
6LJQDWXUH 'DWH $UFKLWHFW 7\SHQDPHKHUH 'DWH 'HVLJQ3URIHVVLRQDO6HDO 2ZQHU¶V$XWKRUL]DWLRQ &RGH(QIRUFHPHQW2IILFHU 6LJQDWXUH
'DWH 6LJQDWXUH 'DWH 8/12/21 6WUHDP&ROODERUDWLYH3URMHFW1R 6WDWHPHQWRI6SHFLDO,QVSHFWLRQV 5HY 3DJH 6FKHGXOHRI,QVSHFWLRQDQG7HVWLQJ$JHQFLHV 7KLV6WDWHPHQWRI6
SHFLDO,QVSHFWLRQV4XDOLW\$VVXUDQFH3ODQLQFOXGHVWKHIROORZLQJEXLOGLQJV\VWHPV <HV 1R 6\VWHP <HV 1R 6\VWHP 6WHHO&RQVWUXFWLRQ 6HLVPLF5HVLVWDQFH &ROG)RUPHG0HWDO'HFN
7HVWLQJIRU6HLVPLF5HVLVWDQFH &RQFUHWH&RQVWUXFWLRQ 6SUD\HG)LUH5HVLVWDQW&RDWLQJV 0DVRQU\&RQVWUXFWLRQ 0DVWLFDQG,QWXPHVFHQW)LUH5HVLVWDQW&RDWLQJV :RRG&RQVWUXFWLRQ
([WHULRU,QVXODWLRQ )LQLVK6\VWHP
(,)6
6RLOVDQG)RXQGDWLRQV )LUH5HVLVWDQW3HQHWUDWLRQVDQG-RLQWV )DEULFDWHG,WHPV 6PRNH&RQWURO6\VWHP :LQG5HVLVWDQFH $OWHUQDWH0DWHULDOV 6\VWHPV6SHFLDO&DVHV
6SHFLDO,QVSHFWLRQ$JHQFLHV )LUP $GGUHVV7HOHSKRQHHPDLO 6SHFLDO,QVSHFWRU TBD ,QVSHFWRU TBD ,QVSHFWRU TBD 7HVWLQJ$JHQF\ TBD
7HVWLQJ$JHQF\ TBD 2WKHU DQG