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HomeMy WebLinkAbout170 Pleasant Street PlansFFLR 12.1 _ TOF 11.1 AIN WELLING =*8.4' DTTAGE ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 10.5' MINIMUM .75' OF COVER OVER PRECA! PRECAST H-10 RISERS (TYP.) 2'o SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE (NOT TO SCALE) MARKED WITH MAGNETIC TAPE OR COMPARABLE MEANS FOR FUTURE LOCATION./ 2% SLOPE REQUIRED OVER SYSTEM ACCESS COVERS TO WITHIN 6" OF FIN. GRADE PROP. WATERTIGHT COVER TO GRADE PROP. TEE 4"OSCH40 PVC MINIMUM .75' OF COVER OVER PRECAST PIPES LEVEL 1ST 2' PRECAST H-10 RISERS (TYP.) 10.12' ,.: 2� "000000 "o" 10" TEErrT. RISERS (TYP.) 14" PRECAST 0 °o°o°o°o°o°o°o oC , 7.70 TEE SEPTIC1500 TANK 7.45' 7 35' 10* E 1000 GAL H-20 10.16 4' LIQ. LEVEL GAS BAFFLE SEPTIC TANK .10 ACME OR EQUAL 4' LIQ. LEVEL TUF-TITE EF -4 WATERTIGHT ACME OR EQUAL EFFLUENT FILTER 7.O' WATERTIGHT (OR EQUAL) +` W/MOLDED IN GAS O O O O' O O O O O O O C +''' `' DEFLECTOR O0n O0n O O . O O O O O O O 0 O ( 0000n0nr0�00000C000'0'0'0'0'0'0"0'0n0r 0p00000p0p0p0p0pppp0COnOn0n0000n0nOn0n0nOr 2" PRESSURE LINE SLOPE TO DRAIN BACK EXISTING LEACHING TO REMAIN 32 H-20 HI CAPACITY INFILTRATORS O O O O O O O O O O O C O UMUZ)MLu JIUNL UK MLUMANIUHL 6" CRUSHED STONE OR MECHANICAL 0 0 0 0 0 0 0 0 0 0 0 0 2.5 COMPACTION. (15.221 [2]) pO o 0 0 0 0 0 0 0 0 0 o c r COMPACTION. (15.221 [2]) nnOnO„Or,O,�OnOnOnO,�O,�Or ( % SLOPE MIN.) ROPOSED FOUNDATION 25' (--L% % SLOPE) (_L% % SLOPE) COTTAGE FOUNDATION 28' SEPTIC TANK 5' SEPTIC TANK 5' PUMP (HAAARFR 10" 1500 GAL H-20 TEE PUMP CHAMBER WATER PROOF/WATER TIGHT SEE DETAIL (_2_5% SLOPE MIN.) i.. 2" PRESSURE LINE SLOPE TO DRAIN BACK EXISTING LEACHING TO REMAIN 32 H-20 HI CAPACITY INFILTRATORS O O O O O O O O O O O C O UMUZ)MLu JIUNL UK MLUMANIUHL 6" CRUSHED STONE OR MECHANICAL 0 0 0 0 0 0 0 0 0 0 0 0 2.5 COMPACTION. (15.221 [2]) pO o 0 0 0 0 0 0 0 0 0 o c r COMPACTION. (15.221 [2]) nnOnO„Or,O,�OnOnOnO,�O,�Or ( % SLOPE MIN.) ROPOSED FOUNDATION 25' (--L% % SLOPE) (_L% % SLOPE) COTTAGE FOUNDATION 28' SEPTIC TANK 5' SEPTIC TANK 5' PUMP (HAAARFR DEED BOOK 26719 PAGE 46 PLAN BOOK 223 PAGE 51 PLAN BOOK 184 PAGE 131 PLAN BOOK 98 PG 141 NOTES 1. DATUM IS NAVD 88 2. MUNICIPAL WATER IS EXISTING 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS TO BE AASHO H -2.Q 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 310 CMR 15.000 (TITLE 5.) 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. 12. FLOOD RESISTANT FOUNDATION DESIGN BY OTHERS. 13. WETLAND FLAGGING BY BRAD HALL 14. GUTTERS AND DOWNSPOUTS TO BE DIRECTED TO DRYWELLS OR ROOF DRIP LINES TO STONE TRENCHES, DRAINAGE TO BE SET IN CLEAN SAND ONLY. RIVERFRONT MITIGATION CALCULATIONS: HARDSCAPE 0-100' 100-200' EXISTING: 1,515 SF 1,770 SF PROPOSED: 870 SF 3,620 SF INCREASE: -645 SF 1,850 SF = 1205 SF NET INCREASE REQUIRED MITIGATION : 1205x2=2,410 SF REQUIRED (2.500 SF± PROVIDED) 2,500 SF OF LAWN/HARDSCAPE TO BE REMOVED/REPLANTED WITH NATIVE SPECIES ALSO 2,580 SF OF CLEARING IN RE -GRADED AREA TO BE RE -PLANTED WITH NATIVE SPECIES TOTAL 5.080 SF NATIVE PLANTINGS TOTAL ` LAWN/HARDSCAPE TO BE REMOVED/REPLANTED WITH NATIVE SPECIES i- CLEARING IN RE -GRADED AREA TO BE RE -PLANTED WITH NATIVE SPECIES `` 1 �� SS �� DATE DANIEL A. OJALA, P.E., P.L.S. N � ILI, R i, 11 ROSAMOND W. WESTMORELAND, TR. #12 AUNT EDITH'S ROAD MAP 51 PCL 94 DB 24824 PG 101 PB 184 PG 131 I / \r02 AC, SIV TWENTY EIGHT AUN EDI W RD. REA TRUST ?8 LINT EDITH'S ROA MAP 51 PCL 95 DBI 16816 PG 9RR YARMOUTH', �I�„, ISOUTH #170 PLEASAN'T STREET PREPARED FOR ®F _-Z n E &_ DATE: FEBRUARY 1, 2017 REV.: FEBRUARY 17, 2017 (MOVE HOUSE 5' BACK) REV.: MAY 31, 2017 (GRADES, DRIVEWAY & WALK) Scale: l "= 20' 0 10 20 30 40 50 FEET Yarmouth Health Department PP PD ame Date DICE # 12-275 TIE INTO EXISTING D' BOX LINE EXIST. LEACHING FAC I LITY SYSTEM DESIGN: I GARBAGE DISPOSER IS NOT ALLOWED �I I CB/DH FND PROPOSED 5 BEDROOM DWELLING & EXISTING 1 BEDROOM COTTAGE DESIGN FLOW BASED ON: 6 BEDROOMS @ 110 GPD = 660 GPD �I I w I I SEPTIC TANK: 660 GPD2 () = 1320 S5 0 7'I 1 _LOCUS N USE (1) H-20 1500 GAL. SEPTIC TANK FIRST COMPARTMENT USE(1)H-20 1000 GAL. SEPTIC TANK SECOND COMPARTMENT 10.01 1 #170 PLEASANT STREET C.B. LT I UPLAND = 49,891± SF LEACHING: Io WETLAND = 6,941± SF I TOTAL = 56,832± SF o, USE EXISTING GRAVELLESS SYSTEM OF (32) H-20 1.30± AC HIGH CAPACITY UNITS IN FIELD CONFIGURATION SHOWN MAP 51 PCL 92 32 UNITS x 29.5 SF = 944 SF X zo 944 SF (0.74) = 698 GPD (OK) 41 ->, Xri - �� I �Z1 IIsm I -°qtr I D � LOin MA I �, APPROVED DATE BOARD OF HEALTH • �OI = I I m I m 12 DAVID C. ACHEON LIFE i I ' ESTATE" w I I #162A PLE STREET MAP 51 L 89 I DB 4929 P 1 I , 1 X= I I I I I ' X Io I I SEE TITLE 5 11 ' N X I SITE PLAN I I DATED MAY 2, 1 1 f*1 Q I I� 11 2012 i 00 V LA II o I Q" I of Ln I ' o0 X ' EXISTING 1' \`� STORAGE BUILDING / ILA FFLR=11.3 CB DH FND � � I I do � � o Ln i X L4 Im I � EXSS NG I GRA L\ PARKING I V i CV / F LIMIT OF >> FSR\ �' 10 G VEL �� \ co) fs0, X77 3 2� D -9 \ 'o �j� ��O 76'A X02 I I \ O ' 0ti1 / X� / I I 11 b-0 - O RIVER O �p O 1 x O l0! � DA D C. HESON LIFE \ \ \ E TATE #16 B PL SANT STR \ \ �` II >K MA 51 PCL 90 o I PROPOSED ��� ���` 1 929 PG 151 (o DWELLING TOF = 11.6 \ FFLR = 12.9IL p z o SII 031C :L7 rn 34 1 plb p OFF T0� COASTAL I�I 1 _ II f EXISTING z �l. I- x xm / "�- _ � ' , • R ES THIS AREA 0 BE REMOVED. PLAT TREES x _ Y` 100' OFF RIVER TO R LAC o x // I I / 112.9j EXISTING ; `x AEEL - -WEI-LIN i ,. ZON�EL 1�5 z - - -t= _ _ZONE AE rri 0 OFF P COASTAL BANK 50 ' )NE AE EL 11 v / / I �L _ _ , A i . xx` ROPOSED ZONE AE EE / / / ji/ ` : x.^,5.4 it k� MITIGATION/ / I ,• ' „ . /• .; . NATIVE REPLANTING 10 Ji k SEE PLANTING / Lf'.` - l `J" ` `+. / / I PLAN 81 / , �` TOP co°s'a� r�-" c _ _ pIR LOGS ZON CB / CH EDGE OF RIVER MHW ZONE AE EL 4�_'' ,CBc �coASTAL BEA _ SB VC �E ROCK WALL � � - _/ ABUSING ;�SB FND LL 8.0 SM4 i JJJ '- O TWALL ' � -- 14 ly f' %'% . s - 4�- S J �� E� 125- ZO-� EL 135/ -CCB CB SET / ZONE VE �`� SALT MARSH 0 -� TIDAL 13ASSRIVER BB �IFLOOI 5'_ 4� off 508-362-4541 fax 508-362-9880 downcape.com n Cape enineering, inc. civil engineers land surveyors Ln 939 Main Street ( Rte 6A) N YARMOU THPOR T MA 02675 ZU N w 0 (_2_5% SLOPE MIN.) LOCUS MAP SCALE 1"=2000'± ASSESSORS MAP 51 PARCEL 92 CA NOTE: LOCUS IN FEMA FLOOD ZONE AE (EL12), AE (EL 11) & X CQ J j� OWNER OF RECORD W DORO HY P. DIAUTO LA ELEANOR D. ACHESON #4 AUNT EDITH'S ROAD 297 OLD MAIN STREET MA 51 PCL 93 SOUTH YARMOUTH. MA 02664 i3 25561 PG 318 REFERENCES 12 CB/DH HELD FND DEED BOOK 26719 PAGE 46 PLAN BOOK 223 PAGE 51 PLAN BOOK 184 PAGE 131 PLAN BOOK 98 PG 141 NOTES 1. DATUM IS NAVD 88 2. MUNICIPAL WATER IS EXISTING 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS TO BE AASHO H -2.Q 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 310 CMR 15.000 (TITLE 5.) 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. 12. FLOOD RESISTANT FOUNDATION DESIGN BY OTHERS. 13. WETLAND FLAGGING BY BRAD HALL 14. GUTTERS AND DOWNSPOUTS TO BE DIRECTED TO DRYWELLS OR ROOF DRIP LINES TO STONE TRENCHES, DRAINAGE TO BE SET IN CLEAN SAND ONLY. RIVERFRONT MITIGATION CALCULATIONS: HARDSCAPE 0-100' 100-200' EXISTING: 1,515 SF 1,770 SF PROPOSED: 870 SF 3,620 SF INCREASE: -645 SF 1,850 SF = 1205 SF NET INCREASE REQUIRED MITIGATION : 1205x2=2,410 SF REQUIRED (2.500 SF± PROVIDED) 2,500 SF OF LAWN/HARDSCAPE TO BE REMOVED/REPLANTED WITH NATIVE SPECIES ALSO 2,580 SF OF CLEARING IN RE -GRADED AREA TO BE RE -PLANTED WITH NATIVE SPECIES TOTAL 5.080 SF NATIVE PLANTINGS TOTAL ` LAWN/HARDSCAPE TO BE REMOVED/REPLANTED WITH NATIVE SPECIES i- CLEARING IN RE -GRADED AREA TO BE RE -PLANTED WITH NATIVE SPECIES `` 1 �� SS �� DATE DANIEL A. OJALA, P.E., P.L.S. N � ILI, R i, 11 ROSAMOND W. WESTMORELAND, TR. #12 AUNT EDITH'S ROAD MAP 51 PCL 94 DB 24824 PG 101 PB 184 PG 131 I / \r02 AC, SIV TWENTY EIGHT AUN EDI W RD. REA TRUST ?8 LINT EDITH'S ROA MAP 51 PCL 95 DBI 16816 PG 9RR YARMOUTH', �I�„, ISOUTH #170 PLEASAN'T STREET PREPARED FOR ®F _-Z n E &_ DATE: FEBRUARY 1, 2017 REV.: FEBRUARY 17, 2017 (MOVE HOUSE 5' BACK) REV.: MAY 31, 2017 (GRADES, DRIVEWAY & WALK) Scale: l "= 20' 0 10 20 30 40 50 FEET Yarmouth Health Department PP PD ame Date DICE # 12-275 TIE INTO EXISTING D' BOX LINE EXIST. LEACHING FAC I LITY SYSTEM DESIGN: I GARBAGE DISPOSER IS NOT ALLOWED �I I CB/DH FND PROPOSED 5 BEDROOM DWELLING & EXISTING 1 BEDROOM COTTAGE DESIGN FLOW BASED ON: 6 BEDROOMS @ 110 GPD = 660 GPD �I I w I I SEPTIC TANK: 660 GPD2 () = 1320 S5 0 7'I 1 _LOCUS N USE (1) H-20 1500 GAL. SEPTIC TANK FIRST COMPARTMENT USE(1)H-20 1000 GAL. SEPTIC TANK SECOND COMPARTMENT 10.01 1 #170 PLEASANT STREET C.B. LT I UPLAND = 49,891± SF LEACHING: Io WETLAND = 6,941± SF I TOTAL = 56,832± SF o, USE EXISTING GRAVELLESS SYSTEM OF (32) H-20 1.30± AC HIGH CAPACITY UNITS IN FIELD CONFIGURATION SHOWN MAP 51 PCL 92 32 UNITS x 29.5 SF = 944 SF X zo 944 SF (0.74) = 698 GPD (OK) 41 ->, Xri - �� I �Z1 IIsm I -°qtr I D � LOin MA I �, APPROVED DATE BOARD OF HEALTH • �OI = I I m I m 12 DAVID C. ACHEON LIFE i I ' ESTATE" w I I #162A PLE STREET MAP 51 L 89 I DB 4929 P 1 I , 1 X= I I I I I ' X Io I I SEE TITLE 5 11 ' N X I SITE PLAN I I DATED MAY 2, 1 1 f*1 Q I I� 11 2012 i 00 V LA II o I Q" I of Ln I ' o0 X ' EXISTING 1' \`� STORAGE BUILDING / ILA FFLR=11.3 CB DH FND � � I I do � � o Ln i X L4 Im I � EXSS NG I GRA L\ PARKING I V i CV / F LIMIT OF >> FSR\ �' 10 G VEL �� \ co) fs0, X77 3 2� D -9 \ 'o �j� ��O 76'A X02 I I \ O ' 0ti1 / X� / I I 11 b-0 - O RIVER O �p O 1 x O l0! � DA D C. HESON LIFE \ \ \ E TATE #16 B PL SANT STR \ \ �` II >K MA 51 PCL 90 o I PROPOSED ��� ���` 1 929 PG 151 (o DWELLING TOF = 11.6 \ FFLR = 12.9IL p z o SII 031C :L7 rn 34 1 plb p OFF T0� COASTAL I�I 1 _ II f EXISTING z �l. I- x xm / "�- _ � ' , • R ES THIS AREA 0 BE REMOVED. PLAT TREES x _ Y` 100' OFF RIVER TO R LAC o x // I I / 112.9j EXISTING ; `x AEEL - -WEI-LIN i ,. ZON�EL 1�5 z - - -t= _ _ZONE AE rri 0 OFF P COASTAL BANK 50 ' )NE AE EL 11 v / / I �L _ _ , A i . xx` ROPOSED ZONE AE EE / / / ji/ ` : x.^,5.4 it k� MITIGATION/ / I ,• ' „ . /• .; . NATIVE REPLANTING 10 Ji k SEE PLANTING / Lf'.` - l `J" ` `+. / / I PLAN 81 / , �` TOP co°s'a� r�-" c _ _ pIR LOGS ZON CB / CH EDGE OF RIVER MHW ZONE AE EL 4�_'' ,CBc �coASTAL BEA _ SB VC �E ROCK WALL � � - _/ ABUSING ;�SB FND LL 8.0 SM4 i JJJ '- O TWALL ' � -- 14 ly f' %'% . s - 4�- S J �� E� 125- ZO-� EL 135/ -CCB CB SET / ZONE VE �`� SALT MARSH 0 -� TIDAL 13ASSRIVER BB �IFLOOI 5'_ 4� off 508-362-4541 fax 508-362-9880 downcape.com n Cape enineering, inc. civil engineers land surveyors Ln 939 Main Street ( Rte 6A) N YARMOU THPOR T MA 02675 ZU N w 0 FLOOD OPENING REQUIREMENTS 2009 INTERNATIONAL RESIDENTIAL CODE (MA STATE BUILDING CODE) SECTION 322.2.2 ENCLOSED AREA BELOW DESIGN FLOOD ELEVATION: ENCLOSED AREAS, INCLUDING CRAWL SPACES, THAT ARE BELOW THE DESIGN FLOOR ELEVATION SHALL: 1. BE USED SOLELY FOR PARKING OF VEHICLES, BUILDING ACCESS OR STORAGE: COMPLIES. 2. BE PROVIDED WITH FLOOR OPENINGS THAT MEET THE FOLLOWING CRITERIA: 2.1. THE SHALL BE A MINIMUM OF TWO OPENINGS ON DIFFERENT SIDES OF EACH ENCLOSED AREA; IF A BUILDING HAS MORE THAN ONE ENCLOSED AREA BELOW THE DESIGN FLOOD ELEVATION, EACH AREA SHALL HAVE OPENINGS ON EXTERIOR WALLS. COMPLIES. 2.2. THE TOTAL NET AREA OF ALL OPENINGS SHALL BE AT LEAST 1 SQUARE INCH FOR EACH SQUARE FOOT OF ENCLOSED AREA, OR THE OPENINGS SHALL BE DESIGNED AND THE CONSTRUCTION DOCUMENTS SHALL INCLUDE A STATEMENT BY A REGISTERED DESIGN PROFESSIONAL THAT THE DEISGN OF THE OPENINGS WILL PROVIDE FOR EQUALIZATION OF HYDROSTATIC FLOOD FORCES ON EXTERIOR WALLS BY ALLOWING FOR THE AUTOMATIC ENTRY AND EXIT OF FLOODWATERS AS SPECIFIED IN SECTION 2.6.2.2 OF ASCE 24. COMPLIES. 2.3. THE BOTTOM OF EACH OPENING SHALL BE 1 FOOT OR LESS ABOVE THE ADJACENT GROUND LEVEL. COMPLIES. 2.4. OPENINGS SHALL NOT BE LESS THAN 3 INCHES IN ANY DIRECTION IN THE PLANE OF THE WALL. COMPLIES. 2.5. ANY LOUVERS, SCREENS OR OTHER OPENING COVERS SHALL ALLOW THE AUTOMATIC FLOW OF FLOODWATERS INTO AND OUT OF THE ENCLOSED AREA. COMPLIES. 2.6. OPENINGS INSTALLED IN DOORS AND WINDOWS, THAT MEET REQUIREMENTS 2.1 THROUGH 2.5, ARE ACCEPTABLE; HOWEVER, FOORS AND WINDOWS WITHOUT INSTALLED OPENINGS DO NOT MEET THE REQUIREMENTS OF THIS SECTION. COMPLIES. FLOOD OPENINGS SCHEDULE TAG MANUF. MODEL# VENT SIZE (SQUARE INCHES) FLOOD COVERAGE (SQUARE FEET) FV -1 SMARTVENT 1540-520 16"W X 8"H X 3"D = 128 SI 128 SF FV -2 SMARTVENT 1540-520 16"W X 8"H X 3"D = 128 SI 128 SF FV -3 SMARTVENT 1540-520 16"W X 8"H X 3"D = 128 SI 128 SF FV -4 SMARTVENT 1540-520 16"W X 8"H X 3"D = 128 SI 128 SF FV -5 SMARTVENT 1540-520 16"W X 8"H X 3"D = 128 SI 128 SF FV -6 SMARTVENT 1540-520 16"W X 8"H X 3"D = 128 SI 128 SF FV -7 SMARTVENT 1540-520 16"W X 8"H X 3'b = 128 SI 128 SF FV -8 SMARTVENT 1540-520 16"W X 8"H X 3"D = 128 SI 128 SF FV -9 SMARTVENT 1540-520 16"W X 8"H X 3"D = 128 SI 128 SF FV -10 SMARTVENT 1540-520 16"W X 8"H X 3"D = 128 S► 128 SF FV -11 SMARTVENT 1540-520 16"W X 8"H X 3"D = 128 SI 128 SF FV -12 SMARTVENT 1540-520 16"W X 8"H X 3"D = 128 SI 128 SF FV -13 SMARTVENT 1540-521 16"W X 16"H X 3"D = 256 SI 256 SF FV -14 SMARTVENT 1540-521 16"W X 16"H X 3"D = 256 SI 256 SF FV -15 SMARTVENT 1540-521 16"W X 16"H X 3"D = 256 SI 256 SF FV -16 SMARTVENT 1540-521 16"W X 16"H X 3"D = 256 SI 256 SF FV -17 ISMARTVENT 1540-521 16"W X 16"H X 3"D = 256 SI 256 SF TOTAL PROPOSED FLOOD COVERAGE: 2,816 SF TOTAL PROPOSED ENCLOSED AREA: 2,320 SF COMPIES FLOOR AREA SUMMARY CRAWL SPACE AREA: 2,320 TOTAL NET SF co I \ . % TOPOGRAPHY LINE Iv EL. +8'-0" 1 TOPOF GRADE — _ ALIGN _5 1 _ _ 6'-2" PERIMETER SEE STRUCE BEAM, TURAL(_ — ! — _ — l 1 — — — ALIGN _ SONOTUBE PIE �� --- --1- ---- - SEE STRUCTURAL I _ 3 TOP OF GRADE 1 PITCH 3 ' 3 EL. +8'-5- LINE 8 -5 q 19] -10" 19'-8" TOP OF GRADE 2 EL: +10 -5 tA3O2 0 YFr1 1- I i — BOTTOM OF FOOTING I I EL. TOP OF FOUNDATION LEDGE I (° I EL. +11 -8 TOP OF FOUNDATION WALL ),—FFV13 EL. +12'-7 1/4" FV -12 k-4 8\930, 1 1 1 f N I � SLABx — `r — ; �I 12X12 (n�,,,__ ' Fy TO FLOOD coLo 1 1 LINE OF FOOTING BEL( 1 FACE OF FROM FACEOOF E IS 2t i FOUNDATION, TyP 1 co I TOP OF GRADE EL. + 10 -5 1 �o 12" CONCRETE^v WALL, SEE S RUCURALTION 1 1 �n � 2 -! OPENING 1 _ — CONDITIONED I 1 CRAWLSPACE SF L CE ' — — FV -16 CONDITIONED o , INSULATED CRAWLSPACE CRAWLSPACE 700 SF 1' CONCRETE E SLABIr L ACCESS DOOR E STRUCTU ' � 1 RAL CONCRETE SLAB, SEE STRUCTURAL I EL. OP OF SLAQ +8 5 L _ ,r TOP OF SLAB EL. +8'-5" ELEVATOR FOUNDATION, —\ %a h tF ri SEE STRUCTURAL SE FOUNDATION OUN , 2 TY�f �. 'F:. •a. I— f E STRUCTURAL CT DATLO M� � URAL N �, ,.:,;•�-• •. I —) 1 1 EQ EQ EQ J 1 1 TOP OF FOUND _ AT/ON r — J j CENTER OF 12X12 CONCRETE PIER, ROTATION SEE STRUCTURAL 3 TOP OF 1 ' EL. + 11 FOUNDATION 1 TOP OF F( FV -2 1 E{ L. +12'- + CONDITIONED CRAWLSPACE 770 SF CONCRETE SLAB, SEE STRUCTURAL TOP OF SLAB EL. +8'-5" PITCH SLAB TO FLOOD OPENING 3\ 12'-6" NO. IMF DATE � ISSUED FOR FILING FV -15 I FV -14 ISSUED FOR PRICING 06/05/2017 3 ADDENDUM #1 06/29/2017 to oZ 0o w �0 I I �0 n -i 1 I1 -0 I h _ CD L I -I EQ I cn + CONDITIONED CRAWLSPACE 770 SF CONCRETE SLAB, SEE STRUCTURAL TOP OF SLAB EL. +8'-5" PITCH SLAB TO FLOOD OPENING 3\ 12'-6" NO. I ISSUE/DESCRIPTION: DATE #1 ISSUED FOR FILING 06/02/2017 #2 ISSUED FOR PRICING 06/05/2017 3 ADDENDUM #1 06/29/2017 PROJECT.• 6. 0 PRIVATE RESIDENCE [91 FOUNDATION PL SCALE: 1/4" = 1'-0" [10] TOPOGRAPHY LINE EL. +10'-0" lit FACE OF HOUSE IS 2" FROM FACE OF f FOUNDATION, TYP I F I FT- I I — — — — — — — — — — Lo I M 170 PLEASANT STREET SOUTH YARMOUTH, MA 02664 DESIGNER: ARCHITECT. ACHMN DOYU PARTNERS ARMTEM, P.C. 44 WEST 18th STREET NEW YORK, NY 10011 212 414-4500 FAX: 212 229-3819 info@adparchitects.com DRAWING TITLE: FOUNDATION PLAN ARCHITECT'S PROJECT NUMBER: 51607.00 SCALE: DATE: AS NOTED 02.07.2017 DRAWN BY: CHECKED BY: BTS/LP/DR/AL DA SEAL: DRAWING NUMBER: A-100.00 DRAWING: 05 OF 43 ----------------------- ASPHALT SHINGLES OVER ROOF FELT ---------- OVER SHEATHING, TYP ---- ___________SPRAY FOAM CAVITY_____ INSULATION, TYP DORMER ROOF PTD ALUM GUTTER & DOWNSPOUT, TYP -------------------I ---------------- RIDGE BEAM & POST,--\ ATTIC VENT, SEE DETAILS DORMER ROOF 12 L I --------------------- - '� - a!, i'T j -i1 PTD ALUM GUTTER a F1 L &DOWNSPOUT, TYPT CEDAR SHINGLE -r 1 LTA' - SIDING, TYP171­ i L7 PORCH ROOF--: OOF G' WD TRIMBOARD--\ \ _ I'' `4 T __jI G -'I1 MASONRY CHIMNEY, SEE DETAILS METAL CHIMNEY CAP STnNF C nPING F01 I-MILM- LLm-mmmi . FLIM!m EAST/WEST1 SECTION LOOKING SOUTH SCALE: 1/4" = 1'-0" NO. I ISSUE/DESCRIPTION: I DATE: 06/02/2017 EL. 41'-8" #2 ISSUED FOR PRICING 06/05/2017 - - TOP OF CHINMEY CAP 3 ADDENDUM #1 06/29/2017 EL. 38'-5" RIDGE OF MAIN ROOF - EL. 37'-7" RIDGE OF MAIN ROOF EL. 36'-8j" ATTIC CEILING - EL. 33'-2" ATTIC FLOOR EL. 32'-l" SECOND FLOOR CEILING EL. 24'-1" SECOND FLOOR - EL. 22'-11j" UNDERSIDE OF JOIST EL. 21'-11" GROUND FLOOR CEILING EL. 12'- 11 " GROUND FLOOR EL.10'-5° GRADE PRIVATE - IS-11DENCE GR EU-V-5" SLAB AT CRAWL SPACE 170 PLF.ASANT STREET SOUTH YARMOUTH, MA 02664 - EL. 3'-5" BOTTOM OF FOOTING - EL. 41'-8" TOP OF CHINMEY CAP EL. 38'-5" RIDGE OF MAIN ROOF - - EL. 37'-7" RIDGE OF MAIN ROOF EL. 36'-8j" ATTIC CEILING - EL. 33'-2" ATTIC FLOOR ARCHITECT: EL. 32'-1 " ACEMN DOYM PART1 M SECOND FLOOR CEILING AR=EM, P.C. 44 WEST 18th STREET NEW YORK, NY 10011 212 414-4500 FAX: 212 229-3819 info®adparchitects.com DRAWING TITLE: EL. 24'-1 " SECOND FLOOR - 1" BU DING SECTIONS UNDERSIDE JOIST EL. 21'-11" GROUND FLOOR CEILING EL. 12'-11" GROUND FLOOR EL. 10'-5" = - - - - ^_...- - - - - - - - - -Y'--------4'-------- _I_�_-� - .. -`-. - - -.-L:iil_t-; _ _�....... -w -;-� t-! ` _i �'P-�"� ,--i j - �. =C II -I L 8 5 ----------------------------CgUSN S � -- RUSHED -ST NE I, )-I!-,,:L -_ I -11I I SLAB AT I -i :, II - _- CRAWL SPACE WD GIRD�R &POST - ,:. .. -" -- __, - --' __ „-III__ _ _ � I I I •. __' - I -'�- I ---'WD GIRDER-$c_�OST..- jl' II— I I 11-- II II - ! I ! 1I II.11- I - -, I - SEE STRI1C11URAL I CONC 910NbTUBE PIER �n -III II °•,' '- '- _ -,., I -_:-1 -__: - :--- _: ': III: =...,: ! :: IER .::_'� _ = -::=.1 ! ! -:. -- - -------------- ------ - ---= -. _ ,- - - - WALL SEED AILS -1 _ - - ' _- I':_- -1 : _, _I�i- I I I::__ -_, I! !I' �� ':% .�, -;1 I�_:-:11 II:- I -= 1- �-.I''--I _!I', -III -til- I I: I I 1 !1i=-11 Ili:-- I- � I II --11 I' ,- „ I I 11 _ I I II I _ I i , I . � -- --- I I �L _ - ' - - -I I -- EL 3 5 - I -rt BOTTOM OF _ 1 -III_ X11=_ ,�'-11 _TILL FOOTING 2 EAST/WEST SECTION LOOKING SOUTH A3o1 SCALE: 1/4" = 1'-0" Z I IDU /.UU SCALE: DRAWN BY: CHECKED BY: BTS/LP/DR/AL DA AWING NUMBER: 1.00 DRAWING: 15 OF 43 -------------------- -- EL. 41'-5„ -- --- -------------- ------------- TOP OF CHIMNEY CAP MASONRY CHIMNEY o — RE: STRUCTURAL — — — EL. 38'-5" ---------_— - RIDGE OF MAIN ROOF RECESSED COVE LIGHT RE: A-106 2ND FL RCP 6:12 SOLAR PANELS AA RE: MECHANICAL d vN � EXPOSED BEAMS EL. 32'-1" BOTTOM OF ROOF EAVE 0 00 I ------------- — EL. 24'-1" SECOND FLOOR EL. 22'-7" BOTTOM OF ROOF EAVE r2--� NORTH/SOUTH SECTION LOOKING EAST SCALE: 1/4" = 1'-0" Y BOTTOM OF FOOTING EL. 41'-8" TOP OF CHIMNEY CAP EL. 38'-5" RIDGE OF MAIN ROOF _ EL. 32'-1" — BOTTOM OF ROOF EAVE EL. 26'-8" TOP OF WD CAPRAIL — — EL. 24'-1" SECOND FLOOR EL.BO 21'-7" BOTTOM OF BANDBOARD EL. 12'-11 " GROUND FLOOR EL. 10'-5" GRADE — — —( EL. 8'-5" SLAB AT CRAWLSPACE N0, I ISSUE/DESCRIPTION: 1 DATE. #1 ISSUED FOR FILING 06/02/2017 #2 ISSUED FOR PRICING 06/05/2017 3 ADDENDUM #1 06/29/2017 PROJECT: PRIVATE MIDENCE 170 PLEASANT STREET SOUTH YARMOUTH, MA 02664 DESIGNER: ARCHITECT.- ACH BON DOYLE PARTNERS ARCHTTEM, P.C. 44 WEST 18th STREET NEW YORK, NY 10011 212 414-4500 FAX: 212 229-3819 infogadparchitects.com DRAWING TITLE: BUILDING SECTIONS ARCHITECT'S PROJECT NUMBER: 51607.00 SCALE: DATE: AS NOTED 02.07.2017 DRAWN BY: CHECKED BY: BTS/LP/DR/AL DA SEAL DRAWING NUMBER: EL. 3'-5" BOTTOM OF FOOTING A-302.00 DRAWING: 16 OF 43 TREATED SOLE PLATE & ANCHOR BOLTS, RE: STRUCTURAL HARDWOOD FLOOR AS - SCHED SPRAY FOAM INSULATION AT BAND JOIST, TYP 12" REINFORCED CONC FOUNDATION WALL, RE: STRUCTURAL 2" RIGID INSULATION FOR BOND BREAK 4" REINFORCED CONC - SLAB, RE: STRUCTURAL CONTINUOUS VAPOR RETARDER, LAP MIN. 6" AT SEAMS 2" RIGID INSULATION UNDERSLAB 6" CRUSHED STONE COMPACTED SOIL TREATED SOLE PLATE 8 ANCHOR BOLTS, RE: STRUCTURAL ARCHITECTURAL GRILLE RECESSED CONVECTOR, RE: MECHANICAL 12" REINFORCED CONC FOUNDATION WALL, RE: STRUCTURAL CRAWLSPACE EXTERIOR mg A G oo goo _>� o o._> 0 000 • o 0 0 o o '0 0 "J 'o 0 0..0 , 0o0 J0�c)000c (>oc, ,` 0 0 0 0c ;000 °° 0 o c> 0 0 o c� ° ° ° 00�oc- — - o 0 --- 0 0 _ 0 �� �, o 0 0 0 0 jI c> 0 —I TYPICAL FOUNDATION WALL DETAIL AT FLOOD VENT OPENING SCALE: 1" = 1'-0" OPENING, RE: STRUCTURAL —'SMARTVENT' INSULATED SERIES, REFER TO FOUNDATION PLAN FOR FLOOD OPENING REQUIREMENTS —CONT. MTL FLASHING —2" RIGID INSULATION —GRADE ® 5% SLOPE —WATERPROOFING UP TO — GRADE _ — — _ _ — EL. 8'-5" —CRUSHED STONE BACKFILL SLAB AT W/ LANDSCAPE FABRIC CRAWL SPACE —'SONOTUBE' PIER, RE: STRUCTURAL 2" RIGID INSULATION FOR—,,," BOND BREAK 4" REINFORCED CONC SLAB, RE: STRUCTURAL CONTINUOUS VAPOR RETARDER, LAP MIN. 6" AT SEAMS 2" RIGID INSULATION UNDERSLAB 6" CRUSHED STONE COMPACTED SOIL WATERPROOFING OVER— TOP OF FOOTING REINFORCED CONC FOOTING, RE: STRUCTURAL 211 1" 'ZIP SYSTEM' R -SHEATHING SPRAY FOAM INSULATION J" 'COR -A -VENT' RAINSCREEN SYSTEM 1" 'ZIP SYSTEM' R -SHEATHING CEDAR SHINGLE SIDING W/ VENT PANEL " 'COR -A -VENT' RAINSCREEN SYSTEM _'COR -A -VENT' STARTER STRIP PANEL CONT MTL FLASHING FLOOR 1X4 STAINED DECKING EL. 12'-11" EL. 12'-11" -----.----� GROUND FLOOR GROUND FLOOR ------ -________-� EL. 12'-7j" TREATED WD DECK FRAMING, TREATED WD DECK FRAMING, TOP OF i RE: STRUCTURAL FOUNDATION 2" RIGID INSULATION TREATED WD POST TO G FRAMING CONN., � L RE: STRUCTURAL_ _ _ EL. 11'-8" - � -- jI 2" RIGID INSULATION TOP OF FURRING FOUNDATION 'AZEK' K'_BANDBOARD - - - _ 'COR REINFORCEMENT AT LEDGE A G oo goo _>� o o._> 0 000 • o 0 0 o o '0 0 "J 'o 0 0..0 , 0o0 J0�c)000c (>oc, ,` 0 0 0 0c ;000 °° 0 o c> 0 0 o c� ° ° ° 00�oc- — - o 0 --- 0 0 _ 0 �� �, o 0 0 0 0 jI c> 0 —I TYPICAL FOUNDATION WALL DETAIL AT FLOOD VENT OPENING SCALE: 1" = 1'-0" OPENING, RE: STRUCTURAL —'SMARTVENT' INSULATED SERIES, REFER TO FOUNDATION PLAN FOR FLOOD OPENING REQUIREMENTS —CONT. MTL FLASHING —2" RIGID INSULATION —GRADE ® 5% SLOPE —WATERPROOFING UP TO — GRADE _ — — _ _ — EL. 8'-5" —CRUSHED STONE BACKFILL SLAB AT W/ LANDSCAPE FABRIC CRAWL SPACE —'SONOTUBE' PIER, RE: STRUCTURAL 2" RIGID INSULATION FOR—,,," BOND BREAK 4" REINFORCED CONC SLAB, RE: STRUCTURAL CONTINUOUS VAPOR RETARDER, LAP MIN. 6" AT SEAMS 2" RIGID INSULATION UNDERSLAB 6" CRUSHED STONE COMPACTED SOIL WATERPROOFING OVER— TOP OF FOOTING REINFORCED CONC FOOTING, RE: STRUCTURAL 211 U TYPICAL FOUNDATION WALL DETAIL SCALE: 1" = 1'-0" 2X6 STUD CAVITY SPRAY FOAM INSULATION 1" ZIP SYSTEM R -SHEATHING SPRAY FOAM INSULATION 1" 'ZIP SYSTEM' R -SHEATHING TREATED WD DECK FRAMING " 'COR -A -VENT' RAINSCREEN SYSTEM CEDAR SHINGLE SIDING W/ VENT PANEL 'o FLOOR > o, EL. 12'-11" 'AZEW -BANDBOARD, Ti`P GROUND FLOOR 1X4 STAINED DECKING_ - • TREATED WD DECK FRAMING, o i FOUNDATION 2" RIGID INSULATION G EL. 11'-8" � L - -- jI FOUNDATION FURRING LEDGE 'AZEK' K'_BANDBOARD - - - _ 'COR EL. 21'-11" -A -VT' EN GROUND FLOOR _ CEILING -- VENT PANEL . ° - RF:-STRUCTUffAC TOP OF IT ,< < o ' 0 2" RIGID INSULATION FOUNDATION °ALIGN o°°o ` - —EXTERIOR INSULATION _-FINISH — EL. 11'-8" 7 °a r` SYSTEM (STUCCO OVER TOP OF - INSULATION) FOUNDATION • d c,oc� - ---� E. WATERPROOFING UP TO GRADE ° • • CRUSHED STONE GRADE AT 5% SLOPE EL. 10'-5" CG 0 0 - ----------- 0 0, _ GRADE - o c - I, �� 4�co U TYPICAL FOUNDATION WALL DETAIL SCALE: 1" = 1'-0" 2X6 STUD CAVITY SPRAY FOAM INSULATION 1" ZIP SYSTEM R -SHEATHING SPRAY FOAM INSULATION 1" 'ZIP SYSTEM' R -SHEATHING TREATED WD DECK FRAMING " 'COR -A -VENT' RAINSCREEN SYSTEM CEDAR SHINGLE SIDING W/ VENT PANEL 'COR -A -VENT' STARTER STRIP FLOOR CONT MTL FLASHING EL. 12'-11" 'AZEW -BANDBOARD, Ti`P GROUND FLOOR 1X4 STAINED DECKING_ - EL 12'-7j" TREATED WD DECK FRAMING, TOP OF RE: STRUCTURAL FOUNDATION 2" RIGID INSULATION WD GIRDER T_0 CONC PIER EL. 11'-8" CONN., RE: STRUCTURAL TOP OF /--1" ZIP SYSTEM R -SHEATHING FOUNDATION FURRING LEDGE WATERPROOFING UP TO GRADE 6" CRUSHED STONE ---- ----- EL. 10'-5" 'SONOTUBE' PIER, GRADE RE: STRUCTURAL —2" RIGID INSULATION —WATERPROOFING UP TO - GRADE _ _ _ _ _ - EL. 8'-5" —CRUSHED STONE BACKFILL SLAB AT W/ LANDSCAPE FABRIC CRAWL SPACE 'SONOTUBE' PIER, RE: STRUCTURAL CRUSHED STONE BACKFILL W/ LANDSCAPE FABRIC 'SONOTUBE' PIER, RE: STRUCTURAL EL3' 5" _________-- . BOTTOM - OF FOOTING ASPHALT SHINGLES OVER UNDERLAYMENT RE: ROOFING DETAILS PLYWD ROOF SHEATHING RE: STRUCTURAL CONT MTL FLASHING EL. 38'-5" RIDGE OF MAIN ROOF 'AZEK' TRIMBOARD WD BAND JOIST RE: STRUCTURAL 1" ZIP SYSTEM R -SHEATHING A" FURRING STRIPS 'AZEK' BANDBOARD CONT MTL FLASHING 'AZEK' TRIMBOARD COORDINATE DUCTING CONN., RE: MECH 4" PLYWD SILL PTD MTL LOUVER, RE: MECH CONT MTL FLASHING 'AZEK' TRIMBOARD CEDAR SHINGLE SIDING W/ VENT PANEL " 'COR -A -VENT' RAINSCREEN SYSTEM 1" ZIP SYSTEM R -SHEATHING 11 T A T T nl� rr A TT A T A 'ITTr A TT�'VT EL. 33'-2" ATTIC FLOOR WD BAND JOIST RE: STRUCTURAL SPRAY FOAM INSULATION 1" ZIP SYSTEM R -SHEATHING A" 'COR -A -VENT' RAINSCREEN SYSTEM CEDAR SHINGLE SIDING W/ VENT PANEL CONT MTL FLASHING W/ DRIP EDGE 'MARVIN' DOOR CASING WD HEADER RE: STRUCTURAL DOOR HEAD REFER TO DOOR DETAILS EXTERIOR DOOR AS SCHED WALL DETAIL AT ATTIC FLOOR SCALE: 1" = 1-0" EXTERIOR DOOR AS SCHED CEDAR SHINGLE SIDING 'MARVIN' DOOR CASING MTL DOOR SILL W/ WOOD CAP CONT MTL FLASHING STD CEDAR DECK BOARDS REFER TO 7/A304 DRAINAGE BOARD/PROTECTION MAT LIQUID APPLIED MEMBRANE ROOF PLYWD DECK RE: STRUCTURAL SHIM PLYWD DECK TO SLOPE JOIST FRAMING RE: STRUCTURAL 1" ZIP SYSTEM R -SHEATHING SPRAY FOAM INSULATION 2X4 WD HANGER @ 4'-0" O.C. 2X4 WD FRAMING © 2'-0" O.C. 1X3 WD FURRING @ 16" O.C. PTD GWB HUNG CEILING CROWN MOLDING MA SCALE: 1" = V-0" AT SECOND FLOOR TERRACE 4VA nrM nrnAM TYPICAL DECK BOARD MODULE DETAIL SCALE: 1" = 1'-0" WD JOISTS, RE: STRUCTURAL 2X6 WD FRAMING J" PLYWD SILL PTD CEDAR COPING PTD CEDAR TRIMBOARD ASPHALT SHINGLE ROOF OVER UNDERLAYMENT RE: ROOFING DETAILS 2X12 NAILER 2X12 RAFTER RE: STRUCTURAL J" PLYWD SHEATHING 1X2 TREATED WD BATTENS ® 8" O.C. CEDAR SHINGLE SIDING W/ VENT PANEL STD CEDAR DECK BOARDS REFER TO 7/A304 TREATED WD DECK FRAMING CUT TO SLOPE LIQUID MEMBRANE ROOF EXTEND 8" ABOVE DECK SHIM PLYWD DECK TO SLOPE SLOPE: 12:12 3 0 Li WD TBND JOISTS RE: STRUCTURAL 2X4ING TDEAD BOARD FINISH 'AZEK' CLADDING BOARD WD BEAM, RE: STRUCTURAL WD CAPITAL, RE: PORCH DETAILS 3» 64 2'-0" ROOF DETAIL AT TERRACE COPING \,A304SCALE: 1" = 1'-0" v - LIQUIID MEMBRANE ROOF I SHINS PLYWD DECK TO SLOPE I SLOPE 12:Y4 N - - PTD CEDAR COPING PTD CEDAR HANDRAIL, _ EL. 27'-1" REFER -TO -0715- - TOP OF COPING CEDAR SHINGLE SIDING PTD CEDAR GUARD, SPRAY FOAM INSULATION 1" ZIP SYSTEM R -SHEATHING REFER TO DTLS STD CEDAR DECK BOARDS REFER TO 7/A304 TREATED WD DECK FRAMING CUT TO SLOPE DRAINAGE BOARD /PROTECTION MAT FLOOR f_ LIQUID MEMBRANE FLASHING SECOND �CONT MTL FLASHING & COUNTERFLASHING f -PTD ALUM GUTTER & DOWNSPOUT CEDAR SHINGLE SIDING W/ VENT PANEL LIQUID MEMBRANE ROOF 2X6 FRAMING RE: STRUCUTRAL 'AZEK' BANDBOARD OVER 4" FURRING STARTER STRIP '-SPRAY FOAM INSULATION /--1" ZIP SYSTEM R -SHEATHING _- FURRING CONT MTL FLASHING EL. 12' 'AZEK' K'_BANDBOARD - - - _ 'COR EL. 21'-11" -A -VT' EN GROUND FLOOR ,/�-RAINSCREEN SYSTEM CEILING /-CEDAR SHINGLE SIDING W/ VENT PANEL 6 ROOF DETAIL AT SECOND FLOOR TERRACE A304 SCALE: 1" = 1'-0" NOTE: EACH DECK MODULE TO BE SIZED EQUALLY; VIF DIMENSIONS OF COMPLETED TERRACE; REFER TO FINISH PLAN FOR DETAILS. NO. ISSUE/DESCRIP770N: I DATA #1 ISSUED FOR FILING 06/02/2017 #2 ISSUED FOR PRICING 06/05/2017 3 ADDENDUM #1 06/29/2017 PROJECT: PRIVATE MIDENCE 170 PLEASAW STREET SOUTH YARMOUTH, MA. 02664 DESIGNER: ARCHITECT: ACHESON WYM PARTNERS ARCHITECTS, P.C. 44 WEST 18th STREET NEW YORK, NY 10011 212 414-4500 FAX: 212 229-3819 info@adparchitects.com DRAWING TITLE. BUILDING SECTION DETAILS ARCHITECT'S PROJECT NUMBER. 51607.00 SCALE: DATE: AS NOTED 02.07.2017 DRAWN BY.• CHECKED BY: BTS/LP/DR/AL DA SEAL: DRAWING NUMBER: A-304.00 DRAWING: � 8 OF 43 SPRAY FOAM INSULATION 1" ZIP SYSTEM R -SHEATHING 'COR -A -VENT' RAINSCREEN SYSTEM \-'COR-A-VENT' CEDAR SHINGLE SIDING W/ VENT PANEL STARTER STRIP _- CONT MTL FLASHING EL. 12' = —TREATEIT WD -SO-LE-PLATE-- GROUND FLOOR _ —REINF CONC FND WALL „ EL. 12 -7 RF:-STRUCTUffAC TOP OF IT 2" RIGID INSULATION FOUNDATION ° 'AZEK' BANDBOARD —EXTERIOR INSULATION _-FINISH — EL. 11'-8" 7 °a r` SYSTEM (STUCCO OVER TOP OF ' INSULATION) FOUNDATION • d LEDGE E. WATERPROOFING UP TO GRADE ° CRUSHED STONE GRADE AT 5% SLOPE EL. 10'-5" - ----------- 0 0, _ GRADE o c - 4�co AT GROUND FLOOR WALL DETAIL 8 1'-0" 304 SCALE: 1" = NO. ISSUE/DESCRIP770N: I DATA #1 ISSUED FOR FILING 06/02/2017 #2 ISSUED FOR PRICING 06/05/2017 3 ADDENDUM #1 06/29/2017 PROJECT: PRIVATE MIDENCE 170 PLEASAW STREET SOUTH YARMOUTH, MA. 02664 DESIGNER: ARCHITECT: ACHESON WYM PARTNERS ARCHITECTS, P.C. 44 WEST 18th STREET NEW YORK, NY 10011 212 414-4500 FAX: 212 229-3819 info@adparchitects.com DRAWING TITLE. BUILDING SECTION DETAILS ARCHITECT'S PROJECT NUMBER. 51607.00 SCALE: DATE: AS NOTED 02.07.2017 DRAWN BY.• CHECKED BY: BTS/LP/DR/AL DA SEAL: DRAWING NUMBER: A-304.00 DRAWING: � 8 OF 43 EL. 24'-1" _ SECOND FLOOR EL. 21=11"_ ------ GROUND FLOOR CEILING ROOF FRAMING, RE: STRUCTURAL SPRAY FOAM CAVITY— INSULATION, TYP BAND JOIST FRAMING,— RE: STRUCTURAL - 1" 'ZIP SYSTEM' R -SHEATHING ASPHALT SHINGLE ROOF OVER UNDERLAYMENT OVER SHEATHING EAVE -FRAMING — — - RE: STRUCTURAL CONT. MTL FLASHING — PTD ALUM GUTTER & DOWNSPOUT o 'AZEK' EAVE FASCIA - 'AZEK' BEADBOARD- - 'AZEK' CORNERBOARD CEDAR SHINGLE SIDING SEE EXTERIOR OPENINGS DETAILS SHEET CORNERBOARD EL. 12'-11" CEDAR SHINGLE GROUND FLOOR ---------------StDING,�I`P--- EL. 12-7 --- ------------------------ TOP OF FOUNDATION EL. _11'-8" ----------- TOP OF FOUNDATION — ——BANDBOARD- — — — — — LEDGE STD CEDAR DECK- to EL. 11 -0 BOARDS, TYP _______---- BASE TREATED WD DECK FLOOD FRAMING, RE: ELEVATION STRUCTURAL TREATED WD GIRDER TO CONC PIER CONN., I EL. 10'-0" RE: STRUCTURAL GRADE CRUSHED STONE - @ 5% GRADE, TYP 0 'SONOTUBE' PIER, COLLAR TIES, RE: RE: STRUCTURAL STD CEDAR STEPS - STD CEDAR FASCIA- - 0- MARVIN WINDOW, REFER TO SCHE MARVIN WINDOW CASING CONT. MTL FLAS TYP; REFER TO ROOFING DETAIL. SHEET BUILDING SECTION DETAIL SCALE: 1" = 1'-0" PTD GWB HUNG CEILING, TYP CROWN MOLDING PTD GWB FINISH, TYP WINDOW HEADER, RE: STRUCTURAL MARVIN WINDOW, SEE SCHEDULE —DOOR SADDLE, REFER TO DOOR DETAILS —" T&G WOOD FINISH FLOOR —" HYDRONIC "WARMBOARD" — PLYWD SUBFLOOR; RE: STRUCTURAL —ANCHOR BOLTS, RE: STRUCTURAL —SPRAY FOAM INSULATION AT BAND JOIST —TREATED WD SOLE PLATE TREATED WD FRAMING A 2" RIGID INSULATION - WATERPROOFING UP TO GRADE REINFORCED CONC FOUNDATION WALL; RE: STRUCTURAL WINDOW SILL, REFER TO EXTERIOR OPENINGS DETAILS SHEET SPRAY FOAM CAVITY INSULATION, TYP PTD GWB FINISH, TYP PTD WD BASE AS SCHEDULED T&G HARDWOOD FLOOR & NOSING STAIR OPENING FRAMING, RE: STRUCTURAL STEEL W -SHAPE, RE: STRUCTURAL STAIR STRINGER, REFER TO STAIR DETAILS SHEET PTD GWB FASCIA BOARD EL. _37'-7 --- --__-- _______ RIDGE OF MAIN ROOF WINDOW OPENING —{ FRAMING, RE: STRUCI WASCO SKYLIGHT, -- REFER TO SCHEDULE PTD WD FINISH 1" 'ZIP SYSTEM' R -SHEATHING ASPHALT SHINGLE RC OVER UNDERLAYMENT OVER SHEATHING EAVE FRAMING, RE: STRUCTURAL CONT. MTL FLASHING PTD ALUM GUTTER -f- & DOWNSPOUT o 'AZEK' EAVE EL. 32_ 1 _EASCIA — — — — BOTTOM OF ROOF EAVE _ BEADBOARD 'AZEK' BANDBOARD MARVIN WINDOW �— CASING WINDOW HEAD, REFER - TO EXTERIOR OPENINGS DETAILS SHEET J I MATCH LINE SPRAY FOAM CAVITY INSULATION, TYP CONT. MTL FLASHING AT - SKYLIGHT PERIMETER RIDGE FRAMING, RE: STRUCTURAL _ _ _ _ CONT. FLASHING AT --- ROOF RIDGE — ——BANDBOARD- — — — — — - - l TREATED WD J I 2" - COLLAR TIES, RE: STRUCTURAL �a N rI o�0 0 0 0 0 0 0 0 n 0 c 0.0 0, 0 0 0. ,. c> o c., 0 o 0 0 0 0,0,-0,-,0 0 0 0 0 0 o c 0 0 c, 0 c� ., . I - 0 a 0 e Q BUILDING SECTION DETAIL SCALE: 1" = 1'-0" PTD GWB HUNG CEILING, TYP CROWN MOLDING PTD GWB FINISH, TYP WINDOW HEADER, RE: STRUCTURAL MARVIN WINDOW, SEE SCHEDULE —DOOR SADDLE, REFER TO DOOR DETAILS —" T&G WOOD FINISH FLOOR —" HYDRONIC "WARMBOARD" — PLYWD SUBFLOOR; RE: STRUCTURAL —ANCHOR BOLTS, RE: STRUCTURAL —SPRAY FOAM INSULATION AT BAND JOIST —TREATED WD SOLE PLATE TREATED WD FRAMING A 2" RIGID INSULATION - WATERPROOFING UP TO GRADE REINFORCED CONC FOUNDATION WALL; RE: STRUCTURAL WINDOW SILL, REFER TO EXTERIOR OPENINGS DETAILS SHEET SPRAY FOAM CAVITY INSULATION, TYP PTD GWB FINISH, TYP PTD WD BASE AS SCHEDULED T&G HARDWOOD FLOOR & NOSING STAIR OPENING FRAMING, RE: STRUCTURAL STEEL W -SHAPE, RE: STRUCTURAL STAIR STRINGER, REFER TO STAIR DETAILS SHEET PTD GWB FASCIA BOARD EL. _37'-7 --- --__-- _______ RIDGE OF MAIN ROOF WINDOW OPENING —{ FRAMING, RE: STRUCI WASCO SKYLIGHT, -- REFER TO SCHEDULE PTD WD FINISH 1" 'ZIP SYSTEM' R -SHEATHING ASPHALT SHINGLE RC OVER UNDERLAYMENT OVER SHEATHING EAVE FRAMING, RE: STRUCTURAL CONT. MTL FLASHING PTD ALUM GUTTER -f- & DOWNSPOUT o 'AZEK' EAVE EL. 32_ 1 _EASCIA — — — — BOTTOM OF ROOF EAVE _ BEADBOARD 'AZEK' BANDBOARD MARVIN WINDOW �— CASING WINDOW HEAD, REFER - TO EXTERIOR OPENINGS DETAILS SHEET J I MATCH LINE SPRAY FOAM CAVITY INSULATION, TYP CONT. MTL FLASHING AT - SKYLIGHT PERIMETER RIDGE FRAMING, RE: STRUCTURAL _ _ _ _ CONT. FLASHING AT --- ROOF RIDGE ALIGN SKYLIGHT OPENING WITH STAIR HANDRAIL CROWN MOLDING WINDOW HEADER, RE: STRUCTURAL WINDOW HEAD, REFER TO EXTERIOR OPENINGS DETAILS SHEET PTD GWB CATHEDRAL CEILING, TYP BUILDING SECTION DETAIL AT SKYLIGHT SCALE: 1" = 1'-0" NO. ISSUE/DESCRIPTION: I DATE. #1 ISSUED FOR FILING 06/02/2017 — — #2 ISSUED FOR PRICING 06/05/2017 3 ADDENDUM #1 06/29/2017 PROJECT: PRIVATE MIDENCE 170 PLEASANT STREET SOUTH YARMOUTH, MA 02664 DESIGNER: ARCHITECT. ACHESON DOYM PARTNERS ARCHITECTS, P.C. 44 WEST 18th STREET NEW YORK, NY 10011 212 414-4500 FAX: 212 229-3819 info©adparchitects.com DRAWING TITLE BUILDING SECTION DETAILS ARCHITECT'S PROJECT NUMBER: 51607.00 SCALE. DATE: AS NOTED 02.07.2017 DRAWN BY. CHECKED BY: BTS/LP/DR/AL DA SEAL: DRAWING NUMBER: A-305.00 DRAWING: 19 OF 43 COLLAR TIES, RE: STRUCTURAL ALIGN SKYLIGHT OPENING WITH STAIR HANDRAIL CROWN MOLDING WINDOW HEADER, RE: STRUCTURAL WINDOW HEAD, REFER TO EXTERIOR OPENINGS DETAILS SHEET PTD GWB CATHEDRAL CEILING, TYP BUILDING SECTION DETAIL AT SKYLIGHT SCALE: 1" = 1'-0" NO. ISSUE/DESCRIPTION: I DATE. #1 ISSUED FOR FILING 06/02/2017 — — #2 ISSUED FOR PRICING 06/05/2017 3 ADDENDUM #1 06/29/2017 PROJECT: PRIVATE MIDENCE 170 PLEASANT STREET SOUTH YARMOUTH, MA 02664 DESIGNER: ARCHITECT. ACHESON DOYM PARTNERS ARCHITECTS, P.C. 44 WEST 18th STREET NEW YORK, NY 10011 212 414-4500 FAX: 212 229-3819 info©adparchitects.com DRAWING TITLE BUILDING SECTION DETAILS ARCHITECT'S PROJECT NUMBER: 51607.00 SCALE. DATE: AS NOTED 02.07.2017 DRAWN BY. CHECKED BY: BTS/LP/DR/AL DA SEAL: DRAWING NUMBER: A-305.00 DRAWING: 19 OF 43 STAIR SECTION — — — — 1 SCALE: 1" = 1'-0<� " rj 6 I Azo 1 A701 2 STAIR PLAN SCALE. 1" = 1'-0" !wl WOODEN WOOD TR APPROVEI LAG BOLI STRUCTUf BENT STE RE: STRU FINISH FL "WARMBO PLYWOOD SUB—FLO PTD WOO OVER ME' STRINGER METAL AN BEYOND, RE: STRU WOOD BE RE: STRU %" GYP I FASCIA PTD STEE (SLOPING,' RE: STRU CROWN M AS SPECI WOOD BALUSTRADE AS SPECIFIED METAL ANGLE BEYO WELDED TO MTL STRINGER RE: STRUCTURAL 1 " THICK WD TREAE W/ EASED EDGES, 1 " THICK WD NOSIN W/ EASED EDGES, SIDE METAL PLATE TREAE OVER MTL ANGLE, RE: STRUCTURAL 3/8" WOOD COVER PANEL SHIM AS REQ OVER STEEL, MATCF TREAD PTD WD CLAD OVEF MTL STRINGER PTD STEEL STRINGE (SLOPING) W8X10 RE: STRUCTURAL STAIR STRINGER CONNECTION DETAIL SCALE: 1 1/2" = 1'-0" 2009 IRC SECTION 311.7.4.3: OPEN RISERS ARE PERMITTED, PROVIDED THAT THE OPENING BETWEEN TREADS DOES NOT PERMIT THE PASSAGE OF A 4—INCH DIAMETER SPHERE. COMPLIES. 9 4 STAIR TREAD DETAIL SCALE: 1 1/2" = 1'-0" I iwviUL_ rrvvU BLOCKING UNDER BASE PLATE WOOD JOIST NEWEL POST PTD STEEL STRINGER (SLOPING) W8X10 RE: STRUCTURAL PTD WOOD CLAD ON BOTH SIDES OF MTL STRINGER FINISH FLOOR $0WARMBOARD" PLYWOOD SUBFLOOR STAIR STRINGER CONNECTION DETAIL SCALE: 1 1/2" = 1'-0" WOODEN BALUSTRADE STEEL DOWEL WELD TO STRINGER; COUNTERSINK INTO BALUSTRADE PTD STEEL STRINGER (SLOPING) W8X10 RE: STRUCTURAL 3/16" X 3/16" REVEAL, TYPICAL WEB BLOCKING AS REQUIRED COUNTERSINK THRU—BOLTS, RE: STRUCTURAL Y4" PAINT GRADE WOOD CLADDING, TYPICAL 1" THICK WOOD TREAD, MATCH HARDWOOD FLOORS METAL PLATE TREAD, RE: STRUCTURAL METAL ANGLE WELDED TO MTL STRINGER RE: STRUCTURAL 3/8" WOOD COVER PANEL SHIM AS REQ'D OVER STEEL, MATCH TREAD STAIR STRINGER SECTION DETAIL SCALE: 3" = 1'-0" NO. I ISSUE/DESCRIPTION: I DATE. #1 ISSUED FOR FILING 06/02/2017 #2 ISSUED FOR PRICING 06/05/2017 3 ADDENDUM #1 06/29/2017 PROJECT. PRIVATE MIDENCE 170 PLEASANT STREET SOUTH YARMOUTH, MA. 02664 DESIGNER: ARCHITECT: ACBMN DOYLE PARTNERS ARCFQTECTS, P.C. 44 WEST 18th STREET NEW YORK, NY 10011 212 414-4500 FAX: 212 229-3819 info®adparchitects.com DRAWING TITLE: STAIR DETAILS ARCHITECT'S PROJECT NUMBER: 51607.00 SCALE. DATE. AS NOTED 02.07.2017 DRAWN BY: CHECKED BY.• BTS/LP/DR/AL DA SEAL: DRAWING NUMBER: A-701.00 DRAWING: 43 OF 43 18 117 I I 116 I I 115 I i 114 I I 113 I C 112 I I 111 I I 110 I I I 19 I i 18 I I 17 I I 16 I II 15 I I 14 I i I. 13 I I 12 I I 11 I I I 10" I I I I I 1 I I I I I (18) OPEN { I TREADS WITH RISERS IE I I 1 I I I I I I I I I I I I I I I I I I 1 I- I I I I I I I I 1o" I f I 0 2 STAIR PLAN SCALE. 1" = 1'-0" !wl WOODEN WOOD TR APPROVEI LAG BOLI STRUCTUf BENT STE RE: STRU FINISH FL "WARMBO PLYWOOD SUB—FLO PTD WOO OVER ME' STRINGER METAL AN BEYOND, RE: STRU WOOD BE RE: STRU %" GYP I FASCIA PTD STEE (SLOPING,' RE: STRU CROWN M AS SPECI WOOD BALUSTRADE AS SPECIFIED METAL ANGLE BEYO WELDED TO MTL STRINGER RE: STRUCTURAL 1 " THICK WD TREAE W/ EASED EDGES, 1 " THICK WD NOSIN W/ EASED EDGES, SIDE METAL PLATE TREAE OVER MTL ANGLE, RE: STRUCTURAL 3/8" WOOD COVER PANEL SHIM AS REQ OVER STEEL, MATCF TREAD PTD WD CLAD OVEF MTL STRINGER PTD STEEL STRINGE (SLOPING) W8X10 RE: STRUCTURAL STAIR STRINGER CONNECTION DETAIL SCALE: 1 1/2" = 1'-0" 2009 IRC SECTION 311.7.4.3: OPEN RISERS ARE PERMITTED, PROVIDED THAT THE OPENING BETWEEN TREADS DOES NOT PERMIT THE PASSAGE OF A 4—INCH DIAMETER SPHERE. COMPLIES. 9 4 STAIR TREAD DETAIL SCALE: 1 1/2" = 1'-0" I iwviUL_ rrvvU BLOCKING UNDER BASE PLATE WOOD JOIST NEWEL POST PTD STEEL STRINGER (SLOPING) W8X10 RE: STRUCTURAL PTD WOOD CLAD ON BOTH SIDES OF MTL STRINGER FINISH FLOOR $0WARMBOARD" PLYWOOD SUBFLOOR STAIR STRINGER CONNECTION DETAIL SCALE: 1 1/2" = 1'-0" WOODEN BALUSTRADE STEEL DOWEL WELD TO STRINGER; COUNTERSINK INTO BALUSTRADE PTD STEEL STRINGER (SLOPING) W8X10 RE: STRUCTURAL 3/16" X 3/16" REVEAL, TYPICAL WEB BLOCKING AS REQUIRED COUNTERSINK THRU—BOLTS, RE: STRUCTURAL Y4" PAINT GRADE WOOD CLADDING, TYPICAL 1" THICK WOOD TREAD, MATCH HARDWOOD FLOORS METAL PLATE TREAD, RE: STRUCTURAL METAL ANGLE WELDED TO MTL STRINGER RE: STRUCTURAL 3/8" WOOD COVER PANEL SHIM AS REQ'D OVER STEEL, MATCH TREAD STAIR STRINGER SECTION DETAIL SCALE: 3" = 1'-0" NO. I ISSUE/DESCRIPTION: I DATE. #1 ISSUED FOR FILING 06/02/2017 #2 ISSUED FOR PRICING 06/05/2017 3 ADDENDUM #1 06/29/2017 PROJECT. PRIVATE MIDENCE 170 PLEASANT STREET SOUTH YARMOUTH, MA. 02664 DESIGNER: ARCHITECT: ACBMN DOYLE PARTNERS ARCFQTECTS, P.C. 44 WEST 18th STREET NEW YORK, NY 10011 212 414-4500 FAX: 212 229-3819 info®adparchitects.com DRAWING TITLE: STAIR DETAILS ARCHITECT'S PROJECT NUMBER: 51607.00 SCALE. DATE. AS NOTED 02.07.2017 DRAWN BY: CHECKED BY.• BTS/LP/DR/AL DA SEAL: DRAWING NUMBER: A-701.00 DRAWING: 43 OF 43 RESIDENTIAL ELECTRIC SERVICE CALCULATION SHEET Project Name 170 Pleasant Street FOR LOCATION OF OUTLETS AND SPECIFICATIONS. COORDINATE WITH ARCHITECT. SURFACE MOUNTED PANELBOARD Project Number 2017110 1. A/V REQUIREMENTS SHALL BE COORDINATED WITH THE ARCHITECT AND FINAL A/V PLANS PROVIDED BY THE A/V CONSULTANT. 2. REFER TO AUDIOIVIDEO CONSULTANT OR ARCHITECTS DRAWINGS FOR EXACT State Massachusetts FUSED DISCONNECT SWITCH AFF ELECTRICAL MOTOR This calculation sheet is based on Section 220-6 and Annex D of the 2011 NEC. MANUAL SWITCH (SINGLE POLE) QO Q SYSTEM VOLTAGE MAX SYSTEM PHASE AHU SQUARE FEET 240 HOMERUN TO PANELBOARD, UNLESS INDICATED OTHERWISE SHALL BE 1 CONNECTED TO A 1 POLE, 20 AMP CIRCUIT BREAKER 4,616 General Lighting and Receptacle Load J0 QJ JUNCTION BOX �a UTILITY EQUIPMENT QUANTITY LOAD % UNIT VA LOAD VA Lighting/Receptacle 4,616 1000/0 3.0 1 13,848 p Small Appliance Load V WALL MOUNTED COMBINATION TELEPHONE / DATA OUTLET. NTS SINGLE POLE TOGGLE SWITCH EQUIPMENT QUANTITY LOAD % UNIT VA LOAD VA Small Appliance 2 100% 1,500 3,000 OR Laundry Load © TRANSFORMER PH/D PHASE EQUIPMENT QUANTITY LOAD % UNIT VA LOAD VA Laundry 2 100% 1,500 1 3,000 LIGHTING/RECEPT/SMALL APP/LAUNDRY SUBTOTAL RIGID GALVANIZED STEEL CONDUIT DIA/0 1 19,848 DESCRIPTION LOAD FACTORS UNIT VA LOAD VA First 3K VA up to 3K 1000/0 3,000 3,000 3001-120K VA next 117k 35% 16,848 5,897 120001 VA and up RTU 250% 0 0 SUBTOTAL 8,897 SPECIFICATION Fixed Appliance Loads ELEVATOR EMT EQUIPMENT QUANTITY LOAD % UNIT VA LOAD VA Refrigerator 2 75% 1,200 1,800 Warm Drawer 0 75% 500 0 Ice Machine 0 75% 1,200 0 Microwave 1 75% 1,200 900 Oven (gas) 0 75% 200 0 Range (gas) 1 75% 200 150 Wine Coder 0 75% 1,200 0 Dishwasher 2 75% 1,200 1,800 Fixed Appliance Loads Subtotal HZ HERTZ 4,650 Miscellaneous Loads ISOLATED GROUND IN A/V 1 1000/0 5,000 5,000 Steam Shower 0 100°/0 12,000 0 Range Exhaust Hood 1 100% 500 500 Elevator 1 100°/0 14,400 14,400 Energy Recovery Ventilator 2 100% 144 288 Recirc Pump 2 100% 206 412 Exhaust fan 4 100% 160 640 21,240 Dryers EQUIPMENT QUANTITY LOAD % UNIT VA LOAD VA Dryer (elec) 2 100% 5,000 10,000 Dryer (gas) 0 100% 200 0 Electric Cooking EQUIPMENT QUANTITY LOAD % UNIT VA LOAD VA Oven (Elec) 2 65% 7,200 9,360 Steam Oven 0 65% 5000 0 Electric Cooking Loads Subtotal 9,360 HVAC Winter Load QUANTITY LOAD % UNIT VA LOAD VA Electric Radiant Flooring 190 100% 12 2280 Condensers 2 100% 5450 10900 Fan Coil Units 7 100% 143 1001 Winter Load Total 14181 Summer Load Fan Coil Units 7 100% 199 1393 Dehumidifiers 4 100% 950 3840 Condensers 2 100% 4600 9200 Summer Load Total 14433 Higher of the Heating/Cooling Loads Surnnner 14,433 TOTAL VOLT-AMPERES 68,580 MINIMUM CIRCUIT AMPACITY 286 PROPOSED DWELLING SERVICE SIZE (AMPS) 400 CES ENGINEERING, LLC No Diversity VA No Diversity Amps Diversity Taken METHOD A APPROVED BY INITIALS DATE NO DIVERSITY 19,848 2,400 0 0 1,200 0 200 0 2,400 6,200 5,000 0 500 640 6,140 10,000 0 14,400 14,400 14,433 71,021 296 9&6% GENERAL ELECTRICAL NOTE 1. REFER TO ONE -LINE RISER DIAGRAM AND DETAILS FOR FURTHER INFORMATION. REFER TO MECHANCIAUPLUMBING/ARCHITECTURAL/LIGHTING/COMMUNICATIONS/ETC. PLANS FOR FURTHER INFORMATION ON COMPLETE SCOPE OF WORK AND EQUIPMENT REQUIREMENTS. CONTRACT TO INCLUDE ALL ELECTRICAL WORK FOR A COMPLETE WORKING SYSTEM. REFER TO SPECIFICATIONS FOR ALL TRADES. LIFE SAFETY NOTE 1. LIFE SAFETY DEVICES SHALL BE INSTALLED IN COMPLIANCE WITH ALL LOCAL AND STATE LIFE SAFETY CODES.' SWITCH, DEVICE & RECEPTACLE NOTES 1. ALL SWITCHES, RECEPTACLES, SMOKE DETECTORS, AND ALL OUTLETS ARE SHOWN IN AN APPROXIMATE LOCATION. THE CONTRACTOR MUST INSTALL THE BACK BOX FOR EACH DEVICE, PRIOR TO WIRING, FOR FINAL PLACEMENT APPROVAL BY THE ARCHITECT, ENGINEER, & OWNER A PORTION OF THESE DEVICES MAY BE RELOCATED, BY THE ARCHITECT OR ENGINEER, PRIOR TO FINAL WIRING. NO CHANGE ORDER SHALL BE ACCEPTED FOR FINAL LOCATION ADJUSTMENTS. 2. REFER TO ARCHITECTURAL SPECIFICATIONS FOR ALL COLORS AND/OR FINISHED OF WALLPLATES_ 3. REFER TO ARCHITECTURAL PLANS, DETAILS, AND ELEVATIONS FOR EXACT LOCATIONS_ WIRING NOTES 1. UNLESS OTHERWISE INDICATED, ALL BRANCH CIRCUIT WIRING WITHIN BUILDING SHALL BE 2#12, 1#12G MC CABLE. (TYPICAL)_ 2. LOW VOLTAGE LIGHT FIXTURES MUST BE WIRED WITH 90" OR 105" 2#12,1#12GMC CABLE AS REQUIRED. REFER TO LIGHTING CONSULTANTS ANDMANUFACTURERS LIGHTING FIXTURE SPECIFICATIONS. 3. ALL WIRING SHALL BE CONCEALED IN WALLS OR ABOVE THE CEILING. NOEXPOSED WIREMOLD OR CONDUIT SYSTEMS WILL BE ALLOWED. 4. REFER TO LIGHTING FIXTURE SPECIFICATIONS FOR SPECIAL WIRING REQUIREMENTS. 5. PROVIDE FIRE -PROOFING FOR ALL PENETRATIONS AS REQUIRED. 6. PROVIDE GFCI CIRCUIT BREAKERS AS REQUIRED PER EQUIPMENT SPECIFICATIONS. 7. PROVIDE AFCI CIRCUIT PROTECTION PER 2011 NEC ARTICLE 210.12. 8. PROVIDE 20A -1P DEDICATED CIRCUITS FOR BATHROOMS AS INDICATED ON DRAWINGS. 9_ PROVIDE (1) DEDICATED CIRCUIT FOR EVERY TWO KITCHEN COUNTER RECEPTACLES. PRIMARY CONDUIT 8' GROU ROD, NC MECHANICAL EQUIPMENT NOTES 1. REFER TO MECHANICAL AND PLUMBING EQUIPMENT PLANS, RISERS, & SCHEDULES FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 2. PROVIDE DEDICATED CIRCUIT, AMPERAGE, PHASE, AND WIRE SIZE AS REQUIRED FOR EACH PIECE OF MECHANICAL EQUIPMENT. APPLIANCE/EQUIPMENT RECEPTACLE NOTES 1. COORDINATE LOCATION OF POWER OUTLETS WITH APPLIANCE MANUFACTURER'S REQUIREMENTS AND ARCHITECT. 2. PROVIDE DEDICATED 120V OR 208V CIRCUITS, AMPERAGE AS REQUIRED, FOR APPLIANCE POWER. CABLE/DATA/TELEPHONE NOTE 1. CABLE, TELEPHONER DATA HAVE NOT BEEN INCLUDED ON THESE DRAWINGS REFER TO THE ARCHITECTS AND/OR OTHER CONSULTANTS DRAWINGS AND SPECIFICATIONS FOR LOCATION OF OUTLETS AND SPECIFICATIONS. COORDINATE WITH ARCHITECT. SURFACE MOUNTED PANELBOARD AC AUDIO/VIDEO NOTES 1. A/V REQUIREMENTS SHALL BE COORDINATED WITH THE ARCHITECT AND FINAL A/V PLANS PROVIDED BY THE A/V CONSULTANT. 2. REFER TO AUDIOIVIDEO CONSULTANT OR ARCHITECTS DRAWINGS FOR EXACT QUANTITY AND LOCATION AND ALL OTHER CIRCUITING, CONTROL, AND WIRING REQUIREMENTS. LIGHTING NOTES 1. REFER TO ARCHITECTURAL FINAL DRAWINGS FOR QUANTITY AND LOCATION OF SWITCHES, LIGHT FIXTURES AND ZONES. 2. REFER TO ARCHITECTURAL DRAWINGS/SCHEDULES/SPECIFICATIONS FOR FIXTURE SCHEDULE AND CEILING PLAN. 3. COORDINATE SWITCHED RECEPTACLE LOCATIONS WITH ARCHITECTS/LIGHTING CONSULTANTS FINAL PLANS AND ARCHITECT. 4. PROVIDE JAMB SWITCHES FOR CLOSET LIGHTING AS REQUIRED BY ARCHITECT/LIGHTING CONSULTANT. 5. PROVIDE ADEQUATE WIRING, QUICK CONNECT PLUGS FOR LIGHTING FIXTURES THAT LAND ON A REMOVABLE ACCESS PANEL, AND/OR JAMB SWITCHES FOR HINGED ACCESS PANELS. 6. REVIEW ARCHITECTS LIGHTING FIXTURE SPECIFICATIONS AND COORDINATE VENTED ACCESSIBLE LOCATIONS FOR REMOTE TRANSFORMER AND LED DRIVERS AS REQUIRED. PRIMARY CABLE IN CONDUIT 8' GROUND ROD, NOTE #3 KNOCKOUT FOR SECONDARY CABLE FINISHED GRADE NOTE #1 SEAL CONDUITS AFTER INSTALLATION OF CONDUCTORS OPEN CABLE SPACE SECONDARY CABLE IN CONDUIT •..• • •��'=� • • • r� •` I Imo••.• SECTION A -A 1. PRIMARY CABLE A. INSTALL DIRECT BURIED CABLES A MINIMUM OF 30" BELOW GRADE. B. INSTALL CABLES IN CONDUIT A MINIMUM OF 24" BELOW GRADE. C. I LOOP CABLES IN CABLE PIT BEFORE MAKING CONNECTIONS. 2. SECONDARY CABLE - LEAVE SLACK FOR FUTURE RECONNECTING TO TRANSFORMERS WITH HIGHER SECONDARY TERMINALS. 3. 3/4" COPPER GROUND ROD - INSTALL IN TRENCH AND CONNECT A #2 COPPER ONDUCTOR FROM ROD THROUGH PAD OPENING AND EXTENDING 5' ABOVE PAD. 4. THE EXCAVATION FOR THE PAD SHALL BE CARRIED TO A DEPTH OF 12" BELOW THE BOTTOM OF THE PAD WALLS. THE BACKFILL UNDER THE PAD WALLS SHALL BE A CLEAN GRAVEL, FREE OF FOREIGN MATTER AND CONSTRUCTION DEBRIS, TYPE B. BACKFILL SHALL BE PLACED IN 6" LAYERS AND COMPACTED WITH MECHANICAL TAMPERS TO NOT LESS THAN 95 PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY STANDARD COMPACTION TESTS, AASHTO T180 OR ASTM D698. CONCRETE TRANSFORMER PAD DETAIL 12" MINIMUM COMPACTED FREE DRAINING FILL UNDER PAD WALLS ELECTRICAL SYMBOL LIST SYMBOL DESCRIPTION JB SURFACE MOUNTED PANELBOARD AC ALTERNATING CURRENT RECESSED PANELBOARD THOUSAND CIRCULAR MILS ACU DISCONNECT SWITCH �1 FUSED DISCONNECT SWITCH AFF ELECTRICAL MOTOR $M MANUAL SWITCH (SINGLE POLE) QO Q ELECTRICAL METER MAX BRANCH CIRCUIT WIRING, CONCEALED IN WALLS OR CEILINGS AHU BRANCH CIRCUIT WIRING, CONCEALED UNDER FLOOR MAU HOMERUN TO PANELBOARD, UNLESS INDICATED OTHERWISE SHALL BE AIC CONNECTED TO A 1 POLE, 20 AMP CIRCUIT BREAKER MIN BRANCH CIRCUIT WIRING, SWITCHED J0 QJ JUNCTION BOX �a DUPLEX WALL MOUNTED RECEPTACLE, 'a' INDICATES RECEPTACLE MOUNTED C ABOVE COUNTER HEIGHT. (D--GFCI DUPLEX RECEPTACLE WITH GROUND FAULT CIRCUIT INTERRUPTION ® SPECIAL PURPOSE CONNECTION NEC SPECIAL PURPOSE RECEPTACLE, NEMA CONFIGURATION AS INDICATED V WALL MOUNTED TELEPHONE OUTLET. p WALL MOUNTED DATA OUTLET V WALL MOUNTED COMBINATION TELEPHONE / DATA OUTLET. NTS SINGLE POLE TOGGLE SWITCH $3 THREE WAY TOGGLE SWITCH LD LEAK DETECTOR s Co 120 V HARDWIRED, CEILING MOUNTED COMBINATION SMOKE/CARBON MONOXIDE PE DETECTOR Jr RADIANT FLOOR POWER CONNECTION (JUNCTION BOX/THERMOSTAT) OR RADIANT FLOOR SENSOR © TRANSFORMER ELECTRICAL ABBREVIATIONS A/AMP AMPERE JB JUNCTION BOX AC ALTERNATING CURRENT KCMIL THOUSAND CIRCULAR MILS ACU AIR CONDITIONING UNIT KVA KILOVOLT AMPERE AFF ABOVE FINISHED FLOOR KW KILOWATT AFG ABOVE FINISHED GRADE MAX MAXIMUM AHU AIR HANDLING UNIT MAU MAKE UP AIR UNIT AIC AMPS INTERRUPTING CURRENT MIN MINIMUM AWG AMERICAN WIRE GAUGE MLO MAIN LUGS ONLY C CONDUIT NA NOT APPLICABLE CAN CABLE TELEVISION NEC NATIONAL ELECTRIC CODE C/B CIRCUIT BREAKER NIC NOT IN CONTRACT CKT CIRCUIT NTS NOT TO SCALE COMP COMPRESSOR P POLE CP CONDENSATE PUMP PE PRIMARY ELECTRICAL SERVICE CT CURRENT TRANSFORMER PF POWER FACTOR CU CONDENSING UNIT, COPPER PH/D PHASE CUH CABINET UNIT HEATER PNL PANEL " DEGREE PVC POLYVINYL CHLORIDE CONDUIT D DRYER RGS RIGID GALVANIZED STEEL CONDUIT DIA/0 DIAMETER R RANGE DN DOWN REF REFRIGERATOR DW DISHWASHER RH RANGE HOOD DWG DRAWING RM ROOM EF EXHAUST FAN RTU ROOFTOP UNIT ELEC ELECTRICAL SPEC SPECIFICATION ELEV ELEVATOR EMT ELECTRIC METALLIC TUBING TELE TELECOMMUNICATIONS/TELEPHONE EUH ELECTRIC UNIT HEATER TV TELEVISION EWC ELECTRIC WATER COOLER T/TX TRANSFORMER EWH ELECTRIC WATER HEATER TYP TYPICAL UH UNIT HEATER FCFOOT CANDLE V VOLTS FCU FAN COIL UNIT VA VOLT AMPERE FIR FREZER VAC VOLTS ALTERNATING CURRENT FI GROUND W WATT, WIRE, WASHER GFI GROUND FAULT INTERRUPTER WG WIRE GUARD HP HORSE POWER WP WEATHERPROOF HR HOUR HZ HERTZ IG ISOLATED GROUND IN INCHES NO. ISSUE/DESCRIPTION FILING PROJECT: DATE: 06.02.201 7 PRIVATE RESIDENCE N 170 PLEASANT STREET SOUTH YARMOUTH, MA02664 DESIGNER: CONSULTING ENGINEERING SERVICES 216 EAST 45TH STREET NEW YORK, NY 10017 646 961 3999 ARCHITECT: ACHESON DOYLE PARTNERS ARCHITECTS, P.C. 44 WEST 18th STREET NEW YORK, NY 10011 212 414-4500 FAX: 212 229-3819 info@adparchitects.com DRAWING TITLE: ELECTRICAL ABBREVIATIONS, NOTES 8c SYMBOLS ARCHITECT'S PROJECT NUMBER: 51607.00 SCALE: AS NOTED DATE: 6/1/17 /1/17 DRAWN BY: CHECKED BY: SEAL: DRAWING NUMBER: OF Mgrs yl`�ZN yG' E-001.00 4 O LECT IC y v NO. 47551 y ► s ION L��G�oo� CYT i)0 DRAWING: ELECTRICAL RISER DIAGRAM NTS MAINTAIN ALL CLEARANCES PER NEC, VERIFY EXACT MINIMUM ROOM DIMENSIONS AND EQUIPMENT LAYOUT WITH ELEVATOR MAKE/MODEL, AND ELEVATOR CONSULTANT WITH LOCAL CODES AND STANDARDS DEDICATED GFCI RECEPTACLE (1)120 VAC CAB LIGHT (2) 120 VAC CAB ESI CONTROLL— ER SCJ � ---- S M ����CCC GFCI \ \ MACHINE ROOM 9 $It ELEVATOR MACHINE ROOM POWER DETAIL N.T.S. ELEVATOR GFCI PROVIDE LIGHT AND GFCI RECEPTACLE AT TOP OF SHAFT. SINGLE PHASE FEEDER SCHEDULE CIRCUIT SYMBOL CONDUCTORS (1 PH, 2W) WITH GROUND CONDUIT SIZE CONDUCTORS (1 PH, 3W) WITH GROUND CONDUIT SIZE OVERCURRENT RATING 1.5A 2#12 & 1#12G 3/4" 3#12 & 1#12G 3/4' 15A 2A 2#12 & 1#12G 3/4' 3#12 & 1#12G 3/4' 20A 2.5A 2#10 & 1#10G 3/4" 3#10 & 1#10G 3/4" 25A 3A 2910 & 1#10G 3/4' 3#10 & 1#10G 3/4' 30A 3.5A 2#8 & 1#10G 3/4' 3#8 & 1#10G 3/4" 35A 4A 2#8 & 1#10G 3/4" 3#8 & 1#10G 3/4" 40A 4.5A 298 & 1#1OG 3/4" 3#8 & 1#1OG 3/4" 45A 5A 2#8 & 1#10G 3/4" 3#8 & 1#10G 1' 50A 6A 2#6 & 1#10G 3/4" 3#6 & 1#10G 1" 60A 7A 2#4 & 1#8G 1" 3#4 & 1#8G 11/4" 70A 8A 2#4 & 1#8G 1" 3#4 & 1#8G 1 1/4" BOA 9A 2#3 & 1#8G 1 1/4" 3#3 & 1#8G 1 1/4" 90A (I OA) 293 & 1#8G 1 1/4" 3#3 & 1#8G 1 1/4" 100A 11A - - 3#2 & 1#6G 1 1/4" 110A 12A - - 3#1 & 1#6G 11/2" 125A 15A - - 3#1/0 & 1#6G 2' 150A 17A - - 392/0 & 1#6G 2" 175A 20A - - 3#3/0 & 1#6G 2" 200A 22A - - 3#4/0 & 1#4G 21/2" 225A 25A - - 3#250KCMIL & 1#4G 3" 250A 30A - - 3#350KCMIL & 1#4G 3" 300A 35A - - 3#500KCMIL & 1#3G 31/2" 350A 40A - - 39500KCMIL & 1#3G 4" 400A; 45A - - 2 SETS OF 3#4/0 & 1#2G (2)21/2- 450A 50A - - 2 SETS OF 3#250KCMIL & 1#2G (2) 3" 500A 60A - - 2 SETS OF 3#350KCMIL & 1#1G (2) 3" 600A 70A - - 2 SETS OF 3#500KCMIL & 1#1/0G (2) 4" 700A 801 - - 2 SETS OF 3#500KCMIL & 1#1/0G (2) 4" 800A 90A - - 3 SETS OF 3#350KCMIL & 1#2/OG (3) 3" 900A 100 - - 3 SETS OF 3#500KCMIL & 1#2/0G (3) 4" 1000A 2 1 20 A 4 SETS OF3#35OKCMIL & 1#3/OG (4) 3" 1200A NOTES: 1. CONDUIT SIZES ARE BASED ON THE NEC ANNEX C TABLES FOR EMT/SCH.40 WITH THHN/THWN CONDUCTORS. CONDUCTOR SIZES USED IN CONDUIT CALCULATION ARE BASED ON THE SIZE OF THE HOT CONDUCTORS OF CIRCUIT. EXAMPLE: 40A 1PH, 3W CONDUIT SIZE IS BASED ON 3#8 + 1#8G + 1#8 'SPACE'. FOR ACTUAL WIRE INSTALL USE QUANTITY AND SIZES WITHIN SCHEDULE. 2 UNLESS OTHERWISE INDICATED, CONDUCTOR SIZING SHALL MATCH THE SIZE INDICATED ABOVE FOR THE APPLICABLE OVER CURRENT DEVICE. PROVIDE LARGER CIRCUIT WHERE INDICATED. 3. PROVIDE MINIMUM SIZE CONDUIT INDICATED IN THE SPECIFICATIONS OR ON THE DRAWINGS. 4. PROVIDE A 3 -WIRE CIRCUIT UNLESS DEVICE SERVED DOES NOT HAVE PROVISIONS FOR A NEUTRAL. 5. MINIMUM SIZE CONDUIT UNDERGROUND IS 41NCH EXCEPT FOR SITE BRANCH CIRCUITS SUCH AS LIGHTING AND MISCELLANEOUS POWER AND SYSTEMS WHICH SHALL BE A MINIMUM OF 1 INCH. 6. PROVIDE TYPE OF RACEWAY OR CABLE AS INDICATED IN THE SPECIFICATIONS OR ON THE DRAWINGS. 7. REFER TO PANELBOARD SCHEDULES AND ONE -LINE RISER DIAGRAM FOR CONDUCTOR AND CONDUIT SIZE REQUIREMENTS. 8. ALL CONDUCTOR SIZES ARE BASED ON 75-C (167"F), ALL EQUIPMENT CONNECTED TO WIRES SHALL BE RATED FOR 75-C (167'F). FOR 75-C (167'F). 500KCMIL CONDUCTORS ARE ONLY RATED FOR 380AMPS EACH ELECTRICAL RISER DIAGRAM NOTES E01 - NEW 400A, 240 VOLT, SINGLE PHASE SERVICE. COORDINATE METER & MAIN SERVICE DISCONNECT WITH POWER COMPANY. COORDINATE ROUTING WITH SITE/CML PLANS AND POWER COMPANY. REFER TO POWER RISER DIAGRAM & FEEDER SCHEDULE FOR FEEDER QUANTITIES AND SIZES. E02 - PAD MOUNTED 240/120V UTILITY TRANSFORMER. PROVIDE GROUNDING AND PAD ACCORDING TO UTILITY STANDARDS. FINAL LOCATION TO BE APPROVED BY UTILITY. E03 - PROVIDE #6 BARE COPPER GROUNDING CONDUCTOR FROM TELEPHONE AND CATV UTILITIES TO MAIN SERVICE. COORDINATE WITH TELEPHONE AND CATV UTILITY REQUIREMENTS. E04 - BURIED PRIMARY FEEDER FROM UTILITY TO PAD MOUNTED UTILITY TRANSFORMER. REFER TO SITE PLAN FOR APPROXIMATE ROUTING. E05 - EXTERNAL SERVICE GROUND RODS. SEE DETAIL ON SHEET. E06 - #1/0 GROUNDING CONDUCTOR TO METAL WATER MAIN OR EXTERNAL RING GROUND PER NEC. E07 - PROVIDE (2) 2" PVC CONDUIT WITH NYLON PULL STRING FOR UNDERGROUND CABLE TV SERVICE FROM EXISTING UTILITY POLE. COORDINATE WITH CABLE TV UTILITY COMPANY REQUIREMENTS AND SPECIFICATIONS. REFER TO SITE UTILITY PLAN FOR APPROXIMATE ROUTING. E08 - PROVIDE (2) 2" PVC CONDUIT WITH NYLON PULL STRING FOR UNDERGROUND TELEPHONE & INTERNET SERVICE FROM EXISTING UTILITY POLE. COORDINATE WITH CABLE TV UTILITY COMPANY REQUIREMENTS AND SPECIFICATIONS. REFER TO SITE UTILITY PLAN FOR APPROXIMATE ROUTING. TRACTION MACHINE (BY ELEVATOR CONTRACTOR) LIGHT FOR PIT SUMP PUMP RECEPTACLE IN PIT PIT LIGHT SWITCH WITH GFCI RECEPTACLE IN PIT LINE VI POWEI BOTTC PLATE. SENSC IN FLO, ELECTRIC RADIANT FLOOR WARMING NOTE TYPICAL RADIANT ZONE: PROVIDE NUHEAT RADIANT HEATING FOR ALL SURFACES SHOWN INCLUDING ALL SHOWER WALLS UP TO 6 FEET AFF. PROVIDE WITH PROGRAMMABLE THERMOSTAT, AND RADIANT FLOOR SENSOR. FIELD VERIFY ACTUAL ROOM SQUARE FOOTAGE BASED ON MANUFACTURER REQUIREMENTS. INSTALL PER MANUFACTURER RECOMMENDATIONS. COORDINATE WITH ARCHITECT TO AVOID PLACING MATS UNDER ANY MILLWORK, CABINETRY, TOILETS, OR OTHER OBJECTS WHICH MAY BE SENSITIVE TO HEAT. REFER TO SPECIFICATIONS FOR MANUFACTURER INFORMATION. WHEAT ELECTRIC RADIANT FLOOR DETAIL N.T.S. L JG MAT "ONE FLOOR _RPROOF :EMBEDDED IN CEMENT MORTAR JSULATION (R-5) Notes: Branch Panel: PP -1 Location: LAUNDRY Supply From: Mounting: Recessed Enclosure: Type 1 CKT Volts: 120/240 Single Phases: 1 Wires: 3 CB TYPE Poles A A.I.C. Rating: 1OKA Mains Type: MCB Mains Rating: 400 A MCB Rating: 400 A CB Poles TYPE CKT CKT Circuit Description Trip CB TYPE Poles A B Poles CB TYPE Trip Circuit Description CKT 1 REC.i LIVING ROOM 20 A AFCI 1 900 VA 264 VA LOWER SOUTH FACING ROOF 20 A 1 1 20 A 20 A RADIANT FLOOR Z-1 -A 2 3 REC: ROOM 106,105 20 A AFCI 1 – – 394 VA 540 VA 1080 VA 200 VA 1 AFCI 20A RANGE HOOD 4 5 RADIANT FLOOR Z -1-B 20 A 180 VA 1 504 VA 1500 VA AFCI 20 A 1 GFCI 20 A WASHER 6 7 AHU-2-1. ATTIC A-2 20A 14 2 1 AFCI 96 VA 96 VA 2 9 20A AHU-2-2. ATTIC A-3 8 9 – – – – 96 VA 96 VA REG. MASTER BEDROOM 10 – – – – 10 11 AHU-2-3. ATTIC A-3 20 A 1 2 20 A LIGHTING 84 VA 84 VA 2 20 A 20A AHU-1-3 12 13 – – – – 84 VA 84 VA I LIGHTING – – – – 14 15 AHU-1-1 20A 20 A 2 16 17 156 VA 144 VA 2 1 20 A AHU-1-2 16 17 – – – – 156 VA 144 VA 20 A AFCI – – – – 18 19 CU -1 40A 20 2 REC. EXTERIOR 20 A 3000 VA 25 VA 2 AFCI 40A OVEN 20 21 – I – – – 3000 VA 25 VA 1 – – – – 22 23 OVEN 40A AFCI 2 1 2500 VA 36 VA 2 1 20 A AHU-EL-1 24 25 – i – – I – 2500VAI 36 VA 408 VA 900 VA – – – REC. Room 26 27 CU -2 40A 2 900 VA 3000 VA 2500 VA 2 20 A 30A DRYER 28 29 – AFCI – – – 3000 VA 2500 VA 1 AFCI – – – – 30 31 REC. BATH 103 20 A AFCI 1 1 AFCI 180 VA 1200 VA 1 AFCI 20A REFRIGERATOR 32 33 REC. GFCI KITCHEN 113 20 A AFCI 1 540 VA 180 VA 1 36 1 AFCI 20 A REC. KITCHEN 113 34 35 REFRIGERATOR 20 A AFCI 1 20 1 REC. Room 1200 VA 1300 VA 1 GFCI 20 A DISHWASHER 36 37 RANGE HOOD 20 A AFCI 1 200 VA 84 VA 41 Space 1 – 20 A DBF-2 ATTIC A-3 38 39 REC GFCI 20A AFCI 1 42 180 VA 72 VA 1 Total Load: Total Amps: 20 A ERV -1 ATTIC A-2 40 41 REC: GFCI 20A AFCI 1 360 VA 240 VA 1 20A KEF-1. ATTIC A-2 42 43 REC: GFCI 20A AFCI 1 720 VA 50 VA 1 20A RADIATOR POWER 44 45 ERV -2. ATTIC A-3 20 A 1 216 VA 1300 VA 1 GFCI 20A DISHWASHER 46 47 HVAC HALLWAY 112 20 A 1 211 VA 996 VA 1 20 A DHU-1 48 49 TX -1 1 20 A 1 0 VA 168 VA 1 20A DHWP-1,2 LAUNDRY 50 51 DRYER 30 A AFCI 2 2500 VA 240 VA 1 20A HVAC HALLWAY 112 52 53 – – – – 2500 VA 84 VA 1 20 A DBF-1. ATTIC A-3 54- 55 DHU-2 20 A 1 996 VA 1500 VA 1 GFCI 20 A WASHER 56 57 DHU-3 20A 1 996 VA 14556... 2 100A PP -2 58 59 DHU-4 20 A 1 996 VA 11379... – – – – 60 61 Spare 20 A 1 0 VA 0 VA 1 1 1 20 A Spare 62 63 Spare 20A 1 0 VA 0 VA 1 20A Spare 64 65 Spare 20A 1 0 VA 0 VA 1 20 A Spare 66 67 Spare 20 A 1 0 VA 0 VA 1 20A I Spare 68 69 PP -PV 20 A 2 0 VA 0 VA 1 20A Spare 70 71 – – – – 0 VA 0 VA 1 20A Spare 72 Total Load: 36280 VA 36721 VA Legend: Notes: Branch Panel: PP -2 Location: HALLWAY 112 Supply From: PP -1 Mounting: Recessed Enclosure: Type 1 CKT Volts: 120/240 Single Phases: 1 Wires: 3 CB TYPE Poles A A.I.C. Rating: 1 OKA Mains Type: MLO Mains Rating: 125 A CB Poles TYPE CKT CKT Circuit Description Trip CB TYPE Poles A B Poles CB TYPE Trip Circuit Description CKT 1 COMBINATION S/CO 1ST & 2ND... 20 A – – 1 80 VA 4000 VA LOWER SOUTH FACING ROOF 20 A 1 1125 VA 1125 VA 20 A RADIATOR POWER 2 3 LIGHTING 20 A AFCI 1 1125 VA 1125 VA – – 394 VA 540 VA 1 AFCI 20 A REC.Room 4 5 REC. BATHROOM 207 20A AFCI 1 180 VA 180 VA 11250 1 AFCI 20 A REC. BATHROOM 203 6 7 LIGHTING 20A AFCI 1 – ENSURE NO FUTURE LOADS 14 612 VA 810 VA 1 AFCI 20 A LIGHTING 8 9 Spare 20A ENSURE NO FUTURE LOADS – 1 0 VA 1440 VA – – 1 AFCI 20 A REG. MASTER BEDROOM 10 11 LIGHTING 20 A AFCI 1 1 870 VA 920 VA 1 AFCI 20 A LIGHTING 12 13 Spare 20 A 1 0 VA 540 VA 1 AFCI 20 A REC. CRAWL SPACE 14 15 LIGHTING 20 A AFCI 1 1078 VA 1080 VA I 1 AFCI 20 A REC. Room 201 16 17 REC. KITCHEN 113 20A AFCI 1 360 VA 540 VA 1 1 AFCI 20 A REC. EXTERIOR 18 19 REC. BATHROOM 209 20 A AFCI 1 180 VA 180 VA 1 AFCI 20 A REC. BATHROOM 205 20 21 REC. EXTERIOR 20 A AFCI 1 540 VA 720 VA 1 AFCI 20 A REC. EXTERIOR 22 23 REC. BATHROOM 205 20 A AFCI 1 348 VA 360 VA 1 AFCI 20 A REC. MASTER BATH 24 25 RADIANT FLOOR Z -2-C 20A 1 408 VA 180 VA 1 AFCI 20 A REC. EXTERIOR 26 27 RADIANT FLOOR Z-2-0 20 A 1 408 VA 900 VA 1 AFCI 20A REC. Room 28 29 900 VA 1 AFCI 20 A REC. LIVING ROOM 30 31 REC. BEDROOM 206 20A AFCI 1 1260 VA 1440 VA 1 AFCI 20 A REC. STUDY 208 32 33 Spare 20 A 1 0 VA 1260 VA 1 AFCI 20 A REC. BEDROOM 204 34 35 Spare 20A 1 0 VA 0 VA 1 20A Spare 36 37 Space – – – 0 VA 1440 1 1 1 AFCI 20 1 REC. Room 38 39 Space – – – 0 VA 0 VA 1 20 A Spare 40 41 Space – – – 0 VA 1440 VA 1 AFCI 20 A REC. BEDROOM 202 42 Total Load: Total Amps: 14556 VA 121.3 A 11379 VA 94.8 A Legend: Branch Panel: PP -PV Location: LAUNDRY Volts: 120/240 Single Supply From: Phases: 1 Mounting: Recessed Wires: 3 Enclosure: Type 1 Notes: CIRCUIT BREAKER FEEDING THIS PANELSHALL BE BACKFEED TYPE A.I.C. Rating: 1OKA Mains Type: MLO Mains Rating: 100 A CKT Circuit Description Trip CB TYPE Poles A B CB Poles TYPE Trip Circuit Description CKT 1 UPPER SOUTH FACING ROOF 20 A 2 1125 VA 1125 VA 2 20 A UPPER SOUTH FACING ROOF 2 3 – – – – 1125 VA 1125 VA – – – – 4 5 LOWER SOUTH FACING ROOF 20 A 2 1125 VA 1125 VA 2 20 A LOWER SOUTH FACING ROOF 6 7 – – – – 1125 VA 1125 VA – – – – 8 9 WEST FACING SOUTH 20A 2 1250 VA 1250 VA 2 20 A SPD 10 11 – – – – 11250 VA 1250 VA – – – – 12 13 ENPHASE ENVOY -S METERED 20 A 1 150 VA 0 VA – – – ENSURE NO FUTURE LOADS 14 15 ENSURE NO FUTURE LOADS – – – 0 VA 0 VA – – – ENSURE NO FUTURE LOADS 16 17 ENSURE NO FUTURE LOADS – – – 0 VA 0 VA – – – ENSURE NO FUTURE LOADS 18 Total Load: Total Amps: 1 7150 VA 59.6 A 7000 VA 58.3 A Legend: i NO. I ISSUE/DESCRIPTION: I DATE: FILING 06.02.2017 PROJECT: PRIVATE RESIDENCE N 170 PLEASANT STREET SOUTH YARMOUTH, MA02664 DESIGNER: CONSULTING ENGINEERING SERVICES 216 EAST 45TH STREET NEW YORK, NY 10017 646 961 3999 ARCHITECT: ACHESON DOYLE PARTNERS ARCHITECTS, P.C. 44 WEST 18th STREET NEW YORK, NY 10011 212 414-4500 FAX: 212 229-3819 infoOodporchitects.com DRAWING TITLE: ELECTRICAL RISER, PANEL SCHEDULES, DETAILS ARCHITECT'S PROJECT NUMBER: 51607.00 SCALE: AS NOTED DATE: 6/1/17 DRAWN BY: TM CHECKED BY: C hecker SEAL: pF MASS c1�� 'C e� E G,Gco v NO, 4-(55A�Q s SSIONWN',� DRAWING NUMBER: E-002.00 DRAWING: - NO. ISSUE/DESCRIPTION: DATE - FILING 06.02.2017 I r r I I PROJECT: ii PP -11, 48 1 i PP -1 57 DHU-3 - -- - -- i DHU4 DHU-4 PRIVATE RESIDENCE — - _ - - — — 'I 170 PLEASANT STREET 1 a SOUTH YARMOUTH, MA02664 1 i i DHU-2 PP -1, 55 t � DESIGNER: I I. CONSULTING 1 I J ENGINEERING SERVICES 216 EAST 45TH STREET NEW YORK, NY 10017 j 646 961 3999 ; 1 1 ; i PP -1, 49 I \ ARCHITECT: _ j ACHESON DOYLE TX -1-, PARTNERS _ 1 I ARCHITECTS P.C. j { 44 WEST 18th STREET NEW YORK, NY 10011 212 414-4500 FAX: 212 229-3819 i--� info@adparchitects.com DRAWING TITLE: 7- I I � --- --- CRAW L SPAC E— \= ELECTRICAL POWER CRAWL SPACE- ELECTRICAL POWER ARCHITECT'S PROJECT NUMBER: 51607.00 SCALE: AS NOTED DATE:6/l/17 6/l/17 DRAWN BY: CHECKED BY: SEAL: DRAWING NUMBER: OF MAj;-44' d �� , c�Gv Ir E-100.00 gL r N0, 47551 - o TEQ .59 r� RFGIS`�G �� �j►SSIONDRAWING: I MR -11 r WP GFCI WP GFCI 1 LIVING ROOM �- _ 1�1, 5 i1 1 ST FLOOR -POWER 1/4" = V-0" WP pp -1, 1 GFCI a - j GFCI 17 1, GFCI m HALLWAY i 114 RADIANT ZONE -1-A 22 SQUARE FEET OF RADIANT FLOOR AT 12 W/SQFT PP 1,-46 PP -1;34 GFCIGFCIj\LD DW � PP 1 A-0 GFCI PP -1, 41 -- _ �P-1 33 2H�— n _ R GFCI !-- PP -1 23,25 60A, 240V DISCONNECT SWITCH CU -1P CU- WPW PP-1, 19,21 PP -1, 27,29 2#8+1#10-3/4"C 2#8+1#10-3/4"C MASTER •`•# PP -2,21 1 WP _ GFCI CO i PP -2, 4 pp -2,28 f\ PP 2. 1%i R BATH j - ✓�— ------ — GFCI f X PP -1, 35 PP -1, 6f PPA, 50 PP -1 -- -- _ ✓ `� ✓� REF f PP -1,,32 P-1, 28,/30 DHWP-11.1p-2 Q PP -1, 52 - -- -- PP -PV DR W GFC -PP-1; 47- j GFC — FR %'PP-1ra _ - PP -2 HwP_2 -- I — _:_ ' o FOR BREAKER TYPE, J --1 31 —PP 1517 PP -PV, 1 -SEE NOTE ON PPI E ,� PANEL SCHEDULE -1,2 VESTIBULE GFCI PP 1, 39 \ \ r a -- - - _-AHU 1-1PP I1,-3 iy , 24,26 pp -1 -- - II PP -2,38 /ENPHAES ENVOY -S METERED. -COORDINATE LOCATION WITH ARCHITECT WP GFCI LJ PV DISCONNECT UE METER NO. I ISSUE/DESCRIPTION: I DATE: FILING 06.02.2017 PROJECT: PRIVATE RESIDENCE N 170 PLEASANT STREET SOUTH YARMOUTH, MA02664 DESIGNER: CONSULTING ENGINEERING SERVICES 216 EAST 45TH STREET NEW YORK, NY 10017 646 961 3999 ARC HITECT: ACHESON DOYLE PARTNERS ARCHITECTS, P.C. 44 WEST 18th STREET NEW YORK, NY 10011 212 414-4500 FAX: 212 229-3819 info@adparchitects.com DRAWING TITLE: 1ST FLOOR ELECTRICAL POWER ARCHITECT'S PROJECT NUMBER: 51607.00 SCALE: AS NOTED DATE: 6/1/17 �i WALK IN CLOSET= CHECKED BY: C hecker 109 ---- DRAWING NUMBER: --- = _ O m'4 SSN�' E-10 1 0 WALK 1N CLOSES` ;i .0 i ECfRtCC+1-'', da U 1-3- — PP -1,12 14 - - RADIANT ZONE, -1-B 140. 47551 O REGISTE�� i 42 SQUARE FEET OF - RADIANT FLOOR AT 12 W/SQFT WP j GFCI I DEN �=1 fl6 II i i' NO. I ISSUE/DESCRIPTION: I DATE: FILING 06.02.2017 PROJECT: PRIVATE RESIDENCE N 170 PLEASANT STREET SOUTH YARMOUTH, MA02664 DESIGNER: CONSULTING ENGINEERING SERVICES 216 EAST 45TH STREET NEW YORK, NY 10017 646 961 3999 ARC HITECT: ACHESON DOYLE PARTNERS ARCHITECTS, P.C. 44 WEST 18th STREET NEW YORK, NY 10011 212 414-4500 FAX: 212 229-3819 info@adparchitects.com DRAWING TITLE: 1ST FLOOR ELECTRICAL POWER ARCHITECT'S PROJECT NUMBER: 51607.00 SCALE: AS NOTED DATE: 6/1/17 DRAWN BY: Author CHECKED BY: C hecker SEAL: DRAWING NUMBER: O m'4 SSN�' E-10 1 0 .0 i ECfRtCC+1-'', da 140. 47551 O REGISTE�� �f`'; ��i r� �•��`` DRAWING: NO. I ISSUE/DESCRIPTION: ( DATE: FILING 06.02. PROJECT: PRIVATE RESIDENCE N 170 PLEASANT STREET SOUTH YARMOUTH, MAO: DESIGNER: CONSULTING ENGINEERING SERVICES 216 EAST 45TH STREET NEW YORK, NY 1001 646 961 3999 ARCHITECT: ACHESON DOYLE PARTNERS ARCHITECTS, P.C. 44 WEST 18th STREET NEW YORK, NY 10011 212 414-4500 FAX: 212 229-3819 info@odparchitects.com DRAWING TITLE: 2ND FLOOR ELECTRICAL POWER ARCHITECT'S PROJECT NUMBER: 51607.00 SCALE: AS NOTED DATE: 6/1/17 DRAWN BY: CHECKED BY: SEAL: DRAWING NUMBER: 0 ,MA scol -nom. r+ Sl v J h1 .47551 u' s O A RFCISSE��� Sroru���NGt�` DRAWING: ,�r'e X11 n ATTIC- ELECTRICAL POWER ERV 2 PP -1, 45 ,10 PP -1, 11,13 li -z-z AHU-2-3 NO. ISSUE/DESCRIPTION: DATE: FILING 06.02.2017 PROJECT: PRIVATE RESIDENCE (:nN 170 PLEASANT STREET SOUTH YARMOUTH, MA02664 DESIGNER: CONSULTING ENGINEERING SERVICES 216 EAST 45TH STREET NEW YORK, NY 10017 646 961 3999 ARCHITECT: ACHESON DOYLE PARTNERS ARCHITECTS, P.C. 44 WEST 18th STREET NEW YORK, NY 10011 212 414-4500 FAX: 212 229-3819 info@adparchitects.com DRAWING TITLE: ATTIC - ELECTRICAL POWER ARCHITECT'S PROJECT NUMBER: 51607.00 SCALE: AS NOTED DATE: 6/1/17 DRAWN BY: Author CHECKED BY: C hecker SEAL: DRAWING NUMBER: O M SS•.<I TE- 103.00 SC �SStON4`q\`� ►n� DRAWING: a era K 1ST FLOOR - LIGHTING 1/4"= 1 '-O" E 12 E H wel Aq VAF a A b F �= ----------� T'\ a OA a P I �A d A d A d A d A -- -- - 1 y A yy y A y y A i r E E 1 m m m m A TO THE 2ND FLOOR A m A i A A A A A A A Z PR PR PR PIK I NO. ISSUE/DESCRIPTION: DATE: FILING 06.02.2017 PROJECT: PRIVATE RESIDENCE N 170 PLEASANT STREET SOUTH YARMOUTH, MA02664 DESIGNER: CONSULTING ENGINEERING SERVICES 216 EAST 45TH STREET NEW YORK, NY 10017 646 961 3999 ARCHITECT: ACHESON DOYLE PARTNERS ARCHITECTS, P.C. 44 WEST 18th STREET NEW YORK, NY 10011 212 414-4500 FAX: 212 229-3819 info@adparchitects.com DRAWING TITLE: 1 ST FLOOR - ELECTRIC AL LIGHTING ARCHITECT'S PROJECT NUMBER: 51607.00 SCALE: AS NOTED DATE: 6/1/17 DRAWN BY: Author CHECKED BY: C hecker SEAL: DRAWING NUMBER: o,MA E-201.00 _ GTFtIGA1- � � ► .A 0v NO.4755 o RFcis1�` '��I 0,�IIMP-1 te`� DRAWING: 16-1' 2ND FLOOR - LIGHTING 1/4" = 1'-0" O ,A 6Al TO THE ATTIC LIGHTING -- FIXTURES A firi ' m '°' a �r„ I 1 fOTHE 1ST PP -2,12 NUMBER: pp I c DATE: 6/1/17 DRAWN BY: Author CHECKED BY: C hecker SEAL: DRAWING NUMBER: v. j ZH s E-202.00 -4 � L _,,TP.ICAi. '4 TO THE EXTERIOR LIGHTING E !I DRAWING: fOTHE 1ST PP -2,12 i - .e - �40A�w •a 0 dpi A A NO. ISSUE/DESCRIPTION: DATE: FILING 06.02.2017 PROJECT: PRIVATE RESIDENCE N 170 PLEASANT STREET SOUTH YARMOUTH, MA02664 DESIGNER: CONSULTING ENGINEERING SERVICES 216 EAST 45TH STREET NEW YORK, NY 10017 646 961 3999 ARCHITECT: ACHESON DOYLE PARTNERS ARCHITECTS, P.C. 44 WEST 18th STREET NEW YORK, NY 10011 212 414-4500 FAX: 212 229-3819 info@adporchitects.com DRAWING TITLE: 2ND FLOOR ELECTRIC LIGHTING ARCHITECT'S PROJECT NUMBER: I c DATE: 6/1/17 DRAWN BY: Author CHECKED BY: C hecker SEAL: DRAWING NUMBER: '*AIIA4, j ZH s E-202.00 -4 � L _,,TP.ICAi. '4 TO THE EXTERIOR LIGHTING E !I DRAWING: 3 0 — — t 000 - - \ / ! U F -�— p A A D �_ �/ _ p A / A v v ;, i - .e - �40A�w •a 0 dpi A A NO. ISSUE/DESCRIPTION: DATE: FILING 06.02.2017 PROJECT: PRIVATE RESIDENCE N 170 PLEASANT STREET SOUTH YARMOUTH, MA02664 DESIGNER: CONSULTING ENGINEERING SERVICES 216 EAST 45TH STREET NEW YORK, NY 10017 646 961 3999 ARCHITECT: ACHESON DOYLE PARTNERS ARCHITECTS, P.C. 44 WEST 18th STREET NEW YORK, NY 10011 212 414-4500 FAX: 212 229-3819 info@adporchitects.com DRAWING TITLE: 2ND FLOOR ELECTRIC LIGHTING ARCHITECT'S PROJECT NUMBER: I c DATE: 6/1/17 DRAWN BY: Author CHECKED BY: C hecker SEAL: DRAWING NUMBER: '*AIIA4, i - .e - �40A�w •a 0 dpi A A NO. ISSUE/DESCRIPTION: DATE: FILING 06.02.2017 PROJECT: PRIVATE RESIDENCE N 170 PLEASANT STREET SOUTH YARMOUTH, MA02664 DESIGNER: CONSULTING ENGINEERING SERVICES 216 EAST 45TH STREET NEW YORK, NY 10017 646 961 3999 ARCHITECT: ACHESON DOYLE PARTNERS ARCHITECTS, P.C. 44 WEST 18th STREET NEW YORK, NY 10011 212 414-4500 FAX: 212 229-3819 info@adporchitects.com DRAWING TITLE: 2ND FLOOR ELECTRIC LIGHTING ARCHITECT'S PROJECT NUMBER: 51607.00 SCALE: AS NOTED DATE: 6/1/17 DRAWN BY: Author CHECKED BY: C hecker SEAL: DRAWING NUMBER: '*AIIA4, 1 SII OF Mqor ZH s E-202.00 -4 � L _,,TP.ICAi. '4 5755 , c" bo. SII S.StONAL��'`��, �►rr ��� DRAWING: r -- k' ATTIC- LIGHTING 1/4" =1'-0" G tTO THE 2ND FLOOR I SWITCH'T J I r - x it \ / \ / TO THE 2ND FLOOR \ / SWITCH'Y' ' J PP -2, 81 1 / \ Y Y DOWN TO 2ND FLOOR \ PP -2.7 V DOWN TO 2ND FLOOR f! J G J G J II NO. ISSUE/DESCRIPTION: DATE: FILING PROJECT: 06.02.2017 PRIVATE RESIDENCE N 170 PLEASANT STREET SOUTH YARMOUTH, MA02664 DESIGNER: CONSULTING ENGINEERING SERVICES 216 EAST 45TH STREET NEW YORK, NY 10017 646 961 3999 ARCHITECT: ACHESON DOYLE PARTNERS ARCHITECTS, P.C. 44 WEST 18th STREET NEW YORK, NY 10011 212 414-4500 FAX: 212 229-3819 info@adparchitects.com DRAWING TITLE: ATTIC - ELECTRIC LIGHTING ARCHITECT'S PROJECT NUMBER: 51607.00 SCALE: AS NOTED DATE: 6/1/17 DRAWN BY: Author CHECKED BY: C hecker SEAL: DRAWING NUMBER: ,'�WA4` OF MAS :4 I S QT q`'t. E-203.00 k m ► y � .A V NO. 47,551 � ►- DRAWING: SPECIAL FLOOD HAZARD AREA 1. THIS PROPERTY IS NOT IN THE SPECIAL FLOOD HAZARD AREA. MECHANICAL PIPING LEGEND MECHANICAL WIRING NOTES 1. FINAL WIRING DESIGN SHALL BE BASED ON APPROVED SUBMITTALS PER DIVISION 15 HOT WATER SUPPLY SPECIFICATIONS. 2. COORDINATE WITH DIVISION 16 AND ARCHITECTURAL DRAWINGS AND SPECIFICATIONS. 3. ALL WIRING TO BE PLENUM RATED. 4. REFER TO MANUFACTURER'S INSTALLATION GUIDES AND SUBMITTALS FOR WIRE DETAILS AND RETURN DUCT DROP/RISE DIMENSIONS. 5. REFER TO MANUFACTURER'S GUIDE AND DIVISION 15 SPECIFICATIONS FOR INSTALLATIONS SUPPLY DUCT DROPIRISE AND TESTING DETAILS_ 1,, FIRESTOPPING NOTE 1. FIRESTOPPING SHALL BE PROVIDED AT ALL PENETRATIONS THROUGH FIRE -RESISTANCE - CONDENSATE DRAIN RATED CONSTRUCTION INCLUDING BOTH EMPTY OPENINGS AND OPENINGS CONTAINING BACKDRAFT DAMPER CABLES, PIPES, DUCTS, CONDUITS AND OTHER PENETRATING ITEMS. 2. LOCATIONS AND RATINGS OF ALL FIRE -RESISTANCE RATED ASSEMBLIES SHALL BE AS BALL VALVE INDICATED ON THE ARCHITECTURAL DRAWINGS AND AS REQUIRED BY THE APPLICABLE RETURN/EXHAUST/OUTSIDE AIR ARROW BUILDING CODES. 3. PROVIDE FIRE DAMPERS AT ALL LOCATIONS WHERE DUCTS AND OUTLETS PASS THROUGH CONTROL VALVE (3 -WAY) FIRE RATED COMPONENTS, WHERE INDICATED ON CONTRACT DOCUMENTS, AND WHERE RADIATOR TAG REQUIRED BY AUTHORITIES HAVING JURISDICTION. INSTALL WITH REQUIRED PERIMETER iV MOUNTING ANGLES, SLEEVES, BREAKAWAY DUCT CONNECTIONS, CORROSION RESISTANT CHECK VALVE SPRINGS, BEARINGS, BUSHINGS AND HINGES. 4. FOR EACH LOCATION WHERE MEP COMPONENTS ARE PENETRATING FIRE -RESISTANCE RATED SYMBOLS ASSEMBLIES, CONTRACTOR SHALL PROVIDE A SUBMITTAL FOR THE PROPOSED FIRESTOPPING STRAINER WITH VALVED BLOWDOWN SYSTEM. SUBMITTAL SHALL INCLUDE A FLOOR PLAN MARKED TO SHOW THE LOCATIONS OF TO ALL PENETRATIONS AND SHALL INDICATE WHAT MEP COMPONENTS ARE PENETRATING EACH ® FIRE -RESISTANCE RATED ASSEMBLY, WHAT THE RATING IS OF EACH FIRE -RESISTANCE PIPE DROP ASSEMBLY, THE MANUFACTURER AND MODEL NUMBER OF THE PROPOSED FIRESTOPPING a SYSTEM, THE REQUIRED T AND F RATINGS OF THE SYSTEM, AND THE INSTALLATION INSTRUCTIONS FOR EACH SYSTEM. RL HONEYWELL REDLINK GATEWAY FE _IM] HONEYWELL EQUIPMENT INTERFACE MODULE GENERAL NOTES 1. ALL WORK SHALL BE COORDINATED WITH ARCHITECTURAL PLANS INCLUDING ACCESS HONEYWELL WIRELESS ADAPTER PANELS FOR VALVES AND EQUIPMENT, DIFFUSER LOCATIONS, THERMOSTAT AND SENSOR LOCATIONS, ETC. 2. CONTRACTOR SHALL FIELD VERIFY ACTUAL CONDITIONS PRIOR TO PROVIDING ALL EQUIPMENT, PIPING AND DUCTWORK. 3. CONTRACTOR SHALL PROVIDE ALL DUCTWORK AND FITTINGS AS NECESSARY TO AVOID OBSTRUCTIONS SUCH AS BEAMS, COLUMNS, OTHER DUCTWORK, LIGHTING, ETC. 4. ALL DUCTWORK SHALL BE LINED WITH 1/2' ACOUSTICAL LINER AS SHOWN ON THE PLANS. SIZES SHOWN ON PLANS ARE THE OVERALL SHEETMETAL SIZE 5. BALANCE DAMPERS SHALL BE PROVIDED AT EACH NEW DUCT BRANCH FOR SYSTEM BALANCING. WHEREVER A BALANCE DAMPER IS INACCESSIBLE, CABLE OPERATED DAMPERS SHALL BE PROVIDED. ACCESS PANELS FOR BALANCE DAMPERS WILL NOT BE ALLOWED_ 6. SUBMIT FOR ENGINEER AND ARCHITECT APPROVAL ALL GRILLES WITH BORDER AND FINISH TYPES AND ALL OTHER DEVICES PRIOR TO PURCHASE. BUILDING DEPARTMENT NOTES 1. A SPECIAL INSPECTION AND/OR TEST WILL BE CONDUCTED UNDER DIRECT SUPERVISION OF A LICENSED PROFESSIONAL ENGINEER OR ARCHITECT RETAINED BY THIS CONTRACTOR. THE TEST WILL SHOW COMPLIANCE WITH 2014 MECHANICAL CODE REQUIREMENTS. 2. A LICENSED PROFESSIONAL ENGINEER OR ARCHITECT SUPERVISING THE INSTALLATION OF VENTILATING SYSTEMS AND CONDUCTING SUCH TESTS WILL FILE A CERTIFICATE AND REPORT OF TEST THAT THE SYSTEM COMPLIES WITH THE APPLICABLE LAWS. 3. A STATEMENT WILL BE FILED BY THE OWNER (OR TENANT) IN POSSESION THAT THE VENTILATING SYSTEM WILL BE KEPT IN CONTINUOUS OPERATION DURING NORMAL OCCUPANCY OF THE PREMESIS. 4. ALL FIRE DAMPERS, IF REQUIRED, ARE TO BE OF TYPE APPROVED BY THE BOARD OF FIRE UNDER -WRITERS. WHERE ENTERING OR LEAVING SHAFTS, FIRE DAMPERS ARE TO BE EQUIVALENT TO SHAFT WALL RATING. 5. SMOKE AND FIRE DETECTION SYSTEMS AND DEVICES TO BE INSTALLED IN ACCORDANCE WITH 2014 MECHANICAL CODE REQUIREMENTS AND REFERENCED STANDARDS. INSPECTION NOTES 1. THE CONTRACTOR SHALL ARRANGE FOR SPECIAL INSPECTIONS AS REQUIRED BY TITLE 28 OF THE BUILDING CODE OF THE CITY OF NEW YORK. 2. COPIES OF ALL CONTROLLED INSPECTIONS, SIGNOFFS, CERTIFICATES, ETC., SHALL BE SENT TO THE BUILDING MANAGEMENT, PRIOR TO OCCUPANCY OF THE SUBJECT AREAS. MECHANICAL CONSTRUCTION NOTES 1. CONTRACTOR SHALL PROBE AND LOCATE STEAM PIPING AT EACH WINDOW. RESULTS OF PROBE SHALL BE PROVIDED TO THE ENGINEER FOR FINAL COORDINATION PRIOR TO ANY SHOP DRAWINGS BEING PRODUCED FOR ENGINEER REVIEW. 2. COORDINATE ANY RISER SHUT DOWNS WITH THE BUILDING ENGINEER AND MANAGEMENT. 3. CONTRACTOR SHALL REVIEW THE PIPING LAYOUT AND REVIEW THE INSTALLATION REQUIREMENTS FOR EACH PROPOSED RADIATOR AND COORDINATE WITH THE ARCHITECTURAL FLOOR AND SILL DETAILS. INFORM THE ENGINEER OF ANY INSTALLATION CONFLICTS PRIOR TO SUBMITTING RADIATORS FOR SHOP DRAWING REVIEW. 4. CONTRACTOR SHALL SCHEDULE BUILDING INSPECTIONS OF THE WORK AT THE FOLLOWING TIMES: PRIOR TO REMOVAL OF THE RADIATORS, RISER SHUTDOWNS, AFTER INSTALL BUT BEFORE THE ENCLOSURE IS BUILT. SPECIAL FLOOD HAZARD AREA 1. THIS PROPERTY IS NOT IN THE SPECIAL FLOOD HAZARD AREA. MECHANICAL PIPING LEGEND SYMBOL I DESCRIPTION �M-HWS HOT WATER SUPPLY C = = M-HWR= = C HOT WATER RETURN 'V M -001.00 C = - —M -RL L = C REFRIGERANT LIQUID .r v ° gill'. 531.3:6 vii Ate. RETURN DUCT DROP/RISE E======M -R REFRIGERANT HOT GAS BYPASS Io"Ir�� SUPPLY DUCT DROPIRISE -R' 1,, REFRIGERANT REFRIGERANT SUCTION ===M-CDZ===== TFD/AD CONDENSATE DRAIN BD BACKDRAFT DAMPER MD 47 1 COD BALL VALVE - ► RETURN/EXHAUST/OUTSIDE AIR ARROW CONTROL VALVE (2 -WAY) SUPPLY ARROW ® CONTROL VALVE (3 -WAY) JR11 RADIATOR TAG Zone Name iV F A —1 I / \ I V_ CHECK VALVE I I ( UNION SYMBOLS DESCRIPTION STRAINER WITH VALVED BLOWDOWN THERMOSTAT (HONEYWELL) TO W -LINE PUMP ® RADIANT FLOOR THERMOSTAT. PIPE DROP (HYDRONIC RADIANT FLOOR- TEKMAR 518) a PIPE RISE HVAC DUCTWORK LEGEND SYMBOL DESCRIPTION ACOUSTICAL LINED DUCTWORK NEW DUCTWORK NEW DUCTWORK (INSULATED) of M 04, 'V M -001.00 SENATRO cr, .r v ° gill'. 531.3:6 vii Ate. RETURN DUCT DROP/RISE All Io"Ir�� SUPPLY DUCT DROPIRISE I D1 1,, TFD FIRE DAMPER TFD/AD FIRE DAMPER WITH ACCESS DOOR BD BACKDRAFT DAMPER MD MOTORIZED DAMPER 1 COD CABLE OPERATED DAMPER - ► RETURN/EXHAUST/OUTSIDE AIR ARROW SUPPLY ARROW ® CONNECTION TO EXISTING JR11 RADIATOR TAG Zone Name MECHANICAL ZONE TAG F A —1 I / \ I V_ HVAC ACCESS PANEL (REFER TO ARCH RCP FOR DETAILS) TEMPERATURE CONTROL LEGEND SYMBOLS DESCRIPTION n THERMOSTAT (HONEYWELL) TO WIRELESS TEMPERATURE/HUMIDITY SENSOR (HONEYWELL) ® RADIANT FLOOR THERMOSTAT. (HYDRONIC RADIANT FLOOR- TEKMAR 518) ® RADIANT FLOOR SENSOR (HYDRONIC RADIANT FLOOR- TEKMAR SLAB SENSOR) RL HONEYWELL REDLINK GATEWAY FE _IM] HONEYWELL EQUIPMENT INTERFACE MODULE PA MITSUBISHI PAC-US444CN-1 WA HONEYWELL WIRELESS ADAPTER NO. ISSUE/DESCRIPTION: DATE: FILING PROJECT: 06.02.2017 PRIVATE RESIDENCE N 170 PLEASANT STREET SOUTH YARMOUTH, MA02664 DESIGNER: CONSULTING ENGINEERING SERVICES 216 EAST 45TH STREET NEW YORK, NY 10017 646 961 3999 ARCHITECT: ACHESON DOYLE PARTNERS ARCHITECTS, P.C. 44 WEST 18th STREET NEW YORK, NY 10011 212 414-4500 FAX: 212 229-3819 info@odparchitects.com DRAWING TITLE: MEC HAN I C AL AB B R EVIATI O N S NOTES & SYMBOLS FILE COPY ARCHITECT'S PROJECT NUMBER: 51607.00 SCALE: AS NOTED DATE: 6/1/17 DRAWN BY: CHECKED BY: SEAL: DRAWING NUMBER: of M 04, 'V M -001.00 SENATRO cr, .r v ° gill'. 531.3:6 vii Ate. All Io"Ir�� DRAWING: 1,, BOILER (B-1) SEQUENCE OF OPERATION ON CALL FOR HEATING OR OUTDOOR AIR TEMPERATURE BELOW 55"F (ADJUSTABLE) BOILER TOFIRE ON LOW MODULATE UP TP 100% TO MAINTAIN 115 DEGREES SUPPLY TEMPERATURE. WHEN RETURN TEMPERATURE IS ABOVE 110 DEGREES, BOILERS TO SEQUENCE AND RAMP DOWN AND MODULATE TO MAINTAIN SUPPLY TEMPERATURE. BOILER CIRCULATION PUMPS TO RUN WHEN BOILER IS OPERATIONAL TO MAINTAIN MINUMUM WATER FLOW THROUGH THE BOILER HEAT EXCHANGER. ON CALL FOR DOMESTIC HEATING LOAD OR TANK TEMPERATURE BELOW 105 DEGREES (ADJUSTABLE.)BOILER TO FIRE ON LOW MODULATE UP TO 100% TO MAINTAIN 140"F SUPPLY TEMPERATURE. WHEN RETURN TEMPERATURE IS ABOVE 120-F, BOILERS TO RAMP DOWN AND MODULATE TO MAINTAIN SUPPLY TEMPERATURE. BOILER CIRCULATION PUMPS TO RUN WHEN BOILER IS OPERATIONAL TO MAINTAIN MINIMUM. WATER FLOW THROUGH THE BOILER HEAT EXCHANGER. PRIMARY LOOP HOT WATER PUMPS (BP -1) SEQUENCE OF OPERATION BOILER CIRCULATION PUMPS TO RUN WHEN BOILER IS OPERATIONAL TO MAINTAIN MINIMUM WATER FLOW THROUGH THE BOILER HEAT EXCHANGER. PUMPS TO OPERATE PRIOR TO BOILER FIRING. SECONDARY LOOP HOT WATER PUMPS (HWP-1,2) SEQUENCE OF OPERATIONS PUMPS TO OPERATE AS LEAD / LAG. ON CALL FOR HEATING, HOT WATER PUMP HWP-1 TO ENERGIZE. PUMP TO CIRCULATE WATER UNTIL CALL FOR HEATING IS SATISFIED AND PUMP TO MODULATE DOWN. PUMP TO OPERATE FULL SPEED UNTIL READINGS FROM STATIC PRESSURESENSORS DOWN STREAM ALL THE VFD FOR THE PUMPS TO MODULATE DOWN TO MEET DEMAND AND PRESSURES. FULL SHUT DOWN OF PUMPS AFTER CALL FOR HEATING HAS SUBSIDED AND BOILERS HAVE STOPPED FIRING. ON NEXT CALL FOR HEATING, HWP-2 TO OPERATE AS LEAD. DOMESTIC HOT WATER HEATER PUMPS (DHWP-1,2) SEQUENCE OF OPERATIONS DUPLEX PUMP SEQUENCE TO RUN ON AND CALL FOR DOMESTIC HOT WATER TO MAINTAIN 140F STORAGE WATER TEMPERATURE. SECOND PUMP OPERATES WHEN FIRST ONE FAILS. SWAP TO MAINTAIN EQUAL RUN TIME ON MONTHLY BASIS. ENERGY RECOVERY UNIT (ERV -1, ERV -2) ENERGY RECOVERY UNITS ARE TO OPERATE CONTINUOUSLY TO SUPPLY OUTDOOR AIR AND REMOVE TOILET EXHAUST. THE ERV FANS SHALL RAMP UP AND DOWN BASED ON DUCT STATIC PRESSURE FROM THE ON -BOARD MICROPROCESSOR. COOLING A TEMPERATURE SENSOR (RETURN AIR THERMISTOR, OPTIONAL REMOTE -TEMPERATURE SENSOR, OR THERMOSTAT) SIGNALS A CENTRAL CONTROLLER (BY OTHERS) WHICH IN TURN ACTIVATES AN INDOOR UNIT TO TURN ON WHEN THE INDOOR TEMPERATURE RISES ABOVE THE SET POINT TEMPERATURE AND KEEPS THAT INDOOR UNIT OPERATING UNTIL THE INDOOR TEMPERATURE FALLS BELOW THE SET POINT TEMPERATURE. WHEN THE INDOOR UNIT IS TURNED ON, THE INDOOR UNIT CONTROLLER TURNS ON THE INDOOR FAN TO MEET THE COOLING LOAD AND SIGNALS THE AIR SOURCE UNIT TO GO INTO COOLING MODE. THE AIR SOURCE UNITS MAIN PRINTED CIRCUIT BOARD (PCB) TURNS ON THE VARIABLE -SPEED INVERTER COMPRESSOR (INVERTER), WHICH SPEEDS UP OR SLOWS DOWN TO MATCH THE INDOOR COOLING LOAD. HEATING 2 STAGE: (1) RADIANT FLOOR, (2) RADIATORS A REMOTE TEMPERATUE SENSOR SIGNALS A CENTRAL CONTROLLER WHICH TURNS OPEN THE ACTUATOR VALVES ON THE RADIANT MANIFOLD. THE RADIANT MANIFOLD WILL MODULATE THE MIXING VALVES AND ZONE ACTUATORS TO MEET THE SPACE TEMPERATURE. ONCE SPACE TEMPERATURE IS MET, THE VALVES AND ACTUATORS WILL CONTINUE TO MODULATE TO MAINTAIN THE DESIRED SPACE TEMPERATURE. SHOULD THE ZONE REMAIN MORE THAN 5 DEGREES BELOW THE REQUIRED HEATING SET POINT, THE CENTRAL CONTROLLER WILL ACTIVATE THE 2- WAY MOTORIZED VALVES ON THE RADIATORS. THE RADIATORS WILL MODULATE TO MEET/ MAINTAIN THE SPACE TEMPERATURE. AUTOMATIC AIR VENT. PIPE BLOWDOWN TO CONDENSATE RISER (TYP-) 3/4" 1" HWS/R 2ND FLOOR 1" HWS/R MECHANICAL ROOM OA 1" HWS/R ALL EQUIPMENT TO HAVE �—ISOLATION VALVES AND BOILER UNIONS (TYP.) B_1 1 � AIR ELIMINATOR 1 1/4' HWS/I I L' ET -1 HWP-1 I PROVIDE AMTROL WELLXTROL WX-10W DIAPHRAGM EXPANSION TANK I 3- WAY MIXING VALVE - in 1-1/2" HWS/R (31 GPM) 1 ST FLOOR HEATING HOT WATER RISER DIAGRAM. N.T.S. MOTORIZED CONTROL VALVE (TYP.) SHUT OFF VALVES (fYP.) RM -6 i i (1.6 GPM) � /4" HWS/R R� RM -5 /4" HWS/R i L (.7 GPM) � RM -4 3/4" HWS/R L (1.5 GPM) RM -3 i I4" HWS/R (1.3 GPM) RM -2 i 3/4" HWS/R (1.6 GPM) RM -1 i i i (1.4 GPM) 3/4" HWS/R (� 1" SUPPLY/RETRUN TO RADIATORS ON FIRST FLOOR. (180/160 DEG F) F_ iI iI HWP 2 I DHWP-1 I I I I I 3/4" HWS 1 1/2" HWS/R I I I I 1-1/2" HWS/R (23 GPM) 1-1/2" HWS/R (20 GPM) — __3 --� 1-1/2" SUPPLY/RETRUN TO INDIRECT — WATER HEATER SEE PLUMBING PLANS NO. I ISSUE/DESCRIPTION: I DATE: FILING 06.02.2017 PROJECT: PRIVATE RESIDENCE N 170 PLEASANT STREET SOUTH YARMOUTH, MA02664 DESIGNER: CONSULTING ENGINEERING SERVICES 216 EAST 45TH STREET NEW YORK, NY 10017 646 961 3999 ARCHITECT: ACHESON DOYLE PARTNERS ARCHITECTS, P.C. 44 WEST 18th STREET NEW YORK, NY 10011 212 414-4500 FAX: 212 229-3819 info@odparchitects.com DRAWING TITLE: HOT WATER RISER DIAGRAM ARCHITECT'S PROJECT NUMBER: 51607.00 SCALE: AS NOTED DATE: 6/1/17 DRAWN BY: Author CHECKED BY: C hecker SEAL: 61 1� 9 � p MECHANICAL -R'i ► v NO. 53136 Z It �Ssiq'JAI. '4��`� DRAWING NUMBER: M -002 -OC DRAWING: I I I I I I I I i I I I I I _I I 1-1/2" HWS/R (23 GPM) 1-1/2" HWS/R (20 GPM) — __3 --� 1-1/2" SUPPLY/RETRUN TO INDIRECT — WATER HEATER SEE PLUMBING PLANS NO. I ISSUE/DESCRIPTION: I DATE: FILING 06.02.2017 PROJECT: PRIVATE RESIDENCE N 170 PLEASANT STREET SOUTH YARMOUTH, MA02664 DESIGNER: CONSULTING ENGINEERING SERVICES 216 EAST 45TH STREET NEW YORK, NY 10017 646 961 3999 ARCHITECT: ACHESON DOYLE PARTNERS ARCHITECTS, P.C. 44 WEST 18th STREET NEW YORK, NY 10011 212 414-4500 FAX: 212 229-3819 info@odparchitects.com DRAWING TITLE: HOT WATER RISER DIAGRAM ARCHITECT'S PROJECT NUMBER: 51607.00 SCALE: AS NOTED DATE: 6/1/17 DRAWN BY: Author CHECKED BY: C hecker SEAL: 61 1� 9 � p MECHANICAL -R'i ► v NO. 53136 Z It �Ssiq'JAI. '4��`� DRAWING NUMBER: M -002 -OC DRAWING: J' l CRAWL SPACE- MECHANICAL DUCTWORK 1 /4" = 1 '-0" SQ.FT. FINAL LOCATION AND SIZE TO ,-BE DETERMINED BY ARCHITECT. it • HU -4 NO. I ISSUE/DESCRIPTION: I DATE: FILING 06.02.2017 PROJECT: PRIVATE RESIDENCE N 170 PLEASANT STREET SOUTH YARMOUTH, MA02664 DESIGNER: CONSULTING ENGINEERING SERVICES 216 EAST 45TH STREET NEW YORK, NY 10017 646 961 3999 ARCHITECT: ACHESON DOYLE PARTNERS ARCHITECTS, P.C. 44 WEST 18th STREET NEW YORK, NY 10011 212 414-4500 FAX: 212 229-3819 info@adparchitects.com DRAWING TITLE: MEC HAN I C AL CRAWL S PAC E DUCTWORK ARCHITECT'S PROJECT NUMBER: 51607.00 SCALE: AS NOTED DATE: 6/1/17 DRAWN BY: Author CHECKED BY: C hecker SEAL: DRAWING NUMBER: ,tH OFA'S,�e SE TRO N71 ► M 100.00 10 MECHANICAL m r w NO. 53138 DRAWING: i i. j I NO. I ISSUE/DESCRIPTION: I DATE: FILING 06.02.2017 PROJECT: PRIVATE RESIDENCE N 170 PLEASANT STREET SOUTH YARMOUTH, MA02664 DESIGNER: CONSULTING ENGINEERING SERVICES 216 EAST 45TH STREET NEW YORK, NY 10017 646 961 3999 ARCHITECT: ACHESON DOYLE PARTNERS ARCHITECTS, P.C. 44 WEST 18th STREET NEW YORK, NY 10011 212 414-4500 FAX: 212 229-3819 info@adparchitects.com DRAWING TITLE: MEC HAN I C AL CRAWL S PAC E DUCTWORK ARCHITECT'S PROJECT NUMBER: 51607.00 SCALE: AS NOTED DATE: 6/1/17 DRAWN BY: Author CHECKED BY: C hecker SEAL: DRAWING NUMBER: ,tH OFA'S,�e SE TRO N71 ► M 100.00 10 MECHANICAL m r w NO. 53138 DRAWING: ARCHITECT TO CONFIRM EXACT LOCATION OF CONDENSING UNITS. (TYP. 2) REFRIGERANT LIQUID AND SUCTION PIPING FROM CONDENSING UNITS. REFER TO M-203 FOR CONTINUTATION. (TYP. 2) I MECHANICAL VENT AND INTAKE FOR BOILER TO BE SIZED AND INSTALLED AS i 1 ST FLOOR - MECHANICAL DUCTWORK 1/4" = 1'-0" NO. I ISSUE/DESCRIPTION: ( DATE: FILING 06.02.2017 Z 031item PRIVATE RESIDENCE (znN 170 PLEASANT STREET SOUTH YARMOUTH, MA02664 DESIGNER: CONSULTING ENGINEERING SERVICES 216 EAST 45TH STREET NEW YORK, NY 10017 646 961 3999 ARCHITECT: ACHESON DOYLE PARTNERS ARCHITECTS, P.C. 44 WEST 18th STREET NEW YORK, NY 10011 212 414-4500 FAX: 212 229-3819 info@adparchitects.com DRAWING TITLE: 1 ST FLOOR - MECHANICAL DUCTWORK ARCHITECT'S PROJECT NUMBER: 51607.00 SCALE: AS NOTED DATE: 6/1/17 DRAWN BY: Author CHECKED BY: C hecker SEAL: DRAWING NUMBER: M � J G— SENATRO M 1 01.0 0 M...HANICAL --q ► 53138 tii ► DRAWING: L -- f ,2X4 i )1 4ii A X B6x6 50 CFM CE t 200 GFM cs A . ar-,r+t I A k I f% A I MI 1r%-nA1f`%E:)Uf 2ND FLUUM - I v v will %I % 114"= V-0" 50 CFM 4o CFM F M ' cs ,X 1 I 24X4 B CR RD TX UP 24X4 zoo cFM r, X7-KXUP 4" RD DX UP- 4- RD DX DN TO --7 DRYER ---6"RD OUTSIDE AIR DN 'BEDROOM 06] ..... . —'r 1 6 RD OUTSIDE AIR UP B no CFM GR —4 -FR; D MECHANICAL EXHAUST XH AU. ST UP (TYP.2) B '?x4 Gs 6W j]hl I F170 CFM I tB D BD cs 6X6 B 50 CFM 12" X 6" TX P/ 6" X 6" RD TX CE (rW-2) DN cs 9 I L— fll� "M 12X4 I u 12X4 40 j cs DIRECT VENT FOR BRISTOL DX HEATER TO TERMINATE AT ROOF. i I SIZE AND INSTALL AS PER MANUFACTUREIRES RECOMMENDATIONS W/ TERMINATION CAP. cs Ii NO. I ISSUE/DESCRIPTION: I DATE: FILING PROJECT: 06.02.2017 PRIVATE RESIDENCE V7� N 170 PLEASANT STREET SOUTH YARMOUTH, MA0266 DESIGNER: CONSULTING ENGINEERING SERVICES 216 EAST 45TH STREET NEW YORK, NY 10017 646 961 3999 ARCHITECT: ACHESON DOYLE PARTNERS ARCHITECTS, P.C. 44 WEST 18th STREET NEW YORK, NY 10011 212 414-4500 FAX: 212 229-3819 infoOodparchitects.com DRAWING TITLE: 2ND FLOOR— MEC HANICAL LOORMECHANICAL DUCTWORK ARCHITECT'S PROJECT NUMBER: 51607.00 SCALE: AS NOTED DATE: 6/1/17 DRAWN BY: Author CHECKED BY: C hecke SEAL: DRAWING NUMBER: oAkAAA4 No- kk OF4 M-102.0 *w -V SE R crp, w X MECHANICAL C) --4 0-- -4 .A 0 NO. 63136 A A. '% 196 7pyry 11 DRAWING: - i NO. ISSUE/DESCRIPTION: DATE: FILING 06.02.2017 li I' l� I ' I L-2 PROJECT: ' _�rPROVIDE AN AMERICAN ALDES ERV , I L-3 .� Il � J ( UNIT AS SCHEDULED ON M-400. - - - f ! ! ? ! INSTALL AS PER MANUFACTURER -- -- iRECOMMENDATION. r PROVIDE AN AMERICAN ALDES ERV 18" X 4"SUPPLY DN (( UNIT AS SCHEDULED ON M-400. _ 1 BOILER INTAKE UP TO ROOF f ' INSTALL AS PER MANUFACTURER __— - I 1 RECOMMENDATION. 6" RD RETURN DN FROM ERV -2 TO PROVIDE MUA TO PLENUM. 100 CFM TOTAL PRIVATE RESIDENCE 6" RD RETURN FROM ERV -1 TO PROVIDE 4" DX DN (TYP- 2 ) 16'X 4• SUPPLY DN - ( t MUA TO PLENUM. 100 CFM TOTAL I BOILER INTAKE DN 4" DX UP TO ROOF (TYP. 2) I I N i I I 18"X 4" RETURN FROM BELOW BACK TO 16"x4• 18'x4• ' AHU-2-1 - — - - ERN, r - --f - ---- - --- 170 PLEASANT STREET i - --- ' SOUTH 02664 r .r YARMOUTH MA 4" RD MECH EXHUAST UP COD a 6" X 4" SUPPLY DN ' 8•x4• r I ' 8" X 4" SUPPLY DN i CDD i \ � DESIGNER: (f j r �� r \ 12'X8• ' ! J I COD j AHU-2-1 B 24X4 11 J 6•e rf 16'x8' 250 CFM (4" -� ® COD j CONSULTING I / COD j ENGINEERING SERVICES DBF-1 DBF-2 j i B'N50 a8x4 216 EAST 45TH STREET NEW YORK, NY 10017 6" X 4" SUPPLY DN COD �-�} � HIGH WALL DIFFUSERS TO SoocFM � 1s'xs• COD i � SERVE AREA OPEN TO """R 6N4• j 646 961 3999 Ir 4 iL t'/ �' BELOW.(fYP.2) / COD CDD B 24xa 6'k4" ! i j 6" X 4" SUPPLY DN - F—� ! r 25o CFM ' 16•x8• \ Hm 12'x8• 16•x8• If i '' r � AHU-2-2 � r r r % j 4" RD MECH EXHUAST UP 18" X 4" SUPPLY DN / \ COD f i +� 10'x10' T KX O16NC� OD14•X DN _.. _ C 4�'!12"X6"TXDNvXD i f 18•x4• RETURN FROM BELOW BACK TO,, - - - 16" X 4"SUPPLY DN r -- - /� ORPROVIDEM AOTO PLENUM. 00 CFM I J TOTAL -- -- -- - -- - -- ! I ARCHITECT: -_-- - ACHESON DOYLE PARTNERS i� ARCHITECTS P.C. �- -_ 6•x6" BD �\ / L�- FU e I 21244 WEST 18th 414- 500 STREET FAX 212E 2290 3819 Y 10011 Ir ----_� �--- --- - � i � � info@adparchitects.com - -- - 0 _ DRAWING TITLE: L-4 ATTIC- MECHANICAL DUCTWORK 1/411 = 1'-0x, ATT I C MECHANICAL DUCTWORK ARCHITECT'S PROJECT NUMBER: 51607.00 SCALE: AS NOTED DATE: 6/1/17 DRAWN BY: Author CHECKED BY: C hecker SEAL: DRAWING NUMBER: '�,►►11114 OF 4(42s e �- M-103.00 o o �r So MECHANICAL m s v NO. 53136 v~ �►��,��� DRAWING: NO. I ISSUE/DESCRIPTION: I DATE: FILING 06.02.2017 PROJECT: PRIVATE RESIDENCE (�nN 170 PLEASANT STREET SOUTH YARMOUTH, MA02664 DESIGNER: CONSULTING ENGINEERING SERVICES 216 EAST 45TH STREET NEW YORK, NY 10017 646 961 3999 ARCHITECT: ACHESON DOYLE PARTNERS ARCHITECTS, P.C. 44 WEST 18th STREET NEW YORK, NY 10011 212 414-4500 FAX: 212 229-3819 infogadparchitects.com DRAWING TITLE: ROOF - MECHANICAL DUCTWORK ARCHITECT'S PROJECT NUMBER: 51607.00 SCALE: AS NOTED DATE: 6/1/17 DRAWN BY: Author CHECKED BY: C hecker SEAL: DRAWING NUMBER: ,�H OFM, ' -0' M- 104.00 �� sNa;RO m. MECHANICAL y � 53136 vi ► DRAWING: I7 I j I � j if I RADIANT FLOOR ZONE 2-1 1 — 610 SQUARE FEET HEATED FLOOR AREA. 8 CIRCUITS OF 152 FEET OF 1 ' 1/2" TUBING AT 12"SPACING 1 t PROVIDES 15250 BTUH FLOOR WARMING. r� LKJ j PROVIDE ELECTRIC RADIANT FLOOR I 1 FOR BATHROOMS (TYP.) REFER TO I i; ELECTRIC POWER PLANS FOR SIZING if !� ; OF RADIANT MATS. � j j ' O PATH if � I T I _ i ; l i i Y 2ND FLOOR - MECHANICAL ZONING, HEATING AND PIPING 1 1/4" = V-0" RM -4 _ ! R hATHROO111 x;203 TO THERMOSTAT .SERVING AHU-2-1 2-11 TO THERMOSTAT SERVING AHU-2-1 kf�. 1" COND UP/D REFRIGERANT SUPPLY AND RETURN PIPING UP/DN 291 SQUARE FEET HEATED FLOOR AREA. 4 CIRCUITS OF 146 FEET OF 1/2" TUBING AT 12"SPACING PROVIDES 7275 BTUH FLOOR WARMING. RMOSTAT JG AHU-2-2 INSTALLATION INSTRUCTIONS INSTALL LOCAL TEMPERATURE SENSOR AWAY FROM SUNLIGHT, DRAFTS, DOORWAYS, CORNER WALLS, SKYLIGHTS, BUILDING RISERS, AND WINDOWS. SENSORS SHALL BE LOCATED 60"+/- 6" ABOVE THE FINISHED FLOOR. LOCATED ALL THE THERMOSTATS CONVENIENTLY FOR PROGRAMMING. COORDINATE FINAL LOCATIONS WITH ARCHITECT. WIRE PER MANUFACTURERS RECOMMENDATIONS. WIRING SHOWN ON THIS PLAN IS DIAGRAMMITC ONLY AND NOT FOR CONSTRUCTION PURPOSES. PROVIDE ALL TRANSFORMERES NECESSARY TO ACCOMPLISH THE SEQUENCE OF OPERATIONS. TEMPERATURE CONTROL LEGEND SYMBOLS DESCRIPTION 0 THERMOSTAT (HONEYWELL) WIRELESS TEMPERATUREIHUMIDI TY O SENSOR (HONEYWELL) ® RADIANT FLOOR THERMOSTAT. 0 (HYDRONIC RADIANT FLOOR- TEKMAR 518) R RADIANT FLOOR SENSOR RL (HYDRONIC RADIANT FLOOR- TEKMAR SLAB SENSOR) HONEYWELL REDLINK GATEWAY EIM HONEYWELL EQUIPMENT INTERFACE MODULE PA MITSUBISHI PAC-US444CN-1 WA HONEYWELL WIRELESS ADAPTER r - J TEMPERATURE SENSOR AND THERMOSTAT NUMBERS CORRESPOND THEIR ASSOCIATED ZONE AND AHU NUMBER (TYPICAL.) V ZONE CONTROL LIST + SYSTEM DESCRIPTION HVAC ZONE EACH HVAC ZONE SHOWN ON PLAN CONSISTS OF ONE AIR HANDLING UNIT CONTROLLED VIA STANDALONE PROGRAMMABLE THERMOSTAT (HONEYWELL # PRESTIGE-THX9421R5021BB ). EACH ZONE WILL HAVE A REMOTE BUTTON SENSOR FOR IN -SPACE TEMPERATURE. EACH THERMOSTAT SHALL BE LOCATED IN A CONCEALED AREA DESIGNATED BY ARCHITECTS. ALL THERMOSTATS SHALL BE PROVIDED WITH REDLINK WIRELESS GATEWAY INTERFACE (HONEYWELL #THM6000R1002). SOME ZONES ARE TO BE PROVIDE WITH MORE THAN ONE SENSOR, AS INDICATED ON THE ZONING PLANS WHICH ARE TO BE AVERAGED. SEQUENCE OF OPERATIONS AS FOLLOWS FOR THE 2ND FLOOR: 1ST STAGE HEATING:HYDRONIC RADIANT FLOOR IN ALL AREAS EXCEPT BATHROOMS. BATHROOMS WILL BE PROVIDED WITH ELECTRIC RADIANT FLOOR. HYDRONIC RADIANT FLOOR IS TO BE PROVIDED WITH TEKMAR THERMOSTATS AND SLAB SENSORS FOR EACH ZONE. COOLING: AHU ELECTRIC RADIANT FLOOR: CONSISTS OF ONE FLOOR SENSOR AND ONE RADIANT FLOOR THERMOSTAT PER BATHROOM FOR STANDALONE CONTROL. RADIANT FLOOR ZONE 2-3 627 SQUARE FEET HEATED FLOOR AREA. 8 CIRCUITS OF 158 FEET OF i 1/2" TUBING AT 9" SPACING j PROVIDES 15675 BTUH FLOOR tIGERANT SUPPLY WARMING. RETURN PIPING i TO THERMOSTAT ERVING AHU-2- _ T - — -- 1" COND UP/DN -� R BAS R06'm BX RQ I'1 1 I 9 PROVIDE ELECTRIC RADIANT FLOOR _ FOR BATHROOMS (TYP.) REFER TO T 2_3 __ ELECTRIC POWER PLANS FOR SIZING OF RADIANT MATS. HERMOSTAT VING AHU-2-3 I NO. I ISSUE/DESCRIPTION: I DATE: FILING 06.02.2017 PROJECT: PRIVATE RESIDENCE N 170 PLEASANT STREET SOUTH YARMOUTH, MA02664 DESIGNER: CONSULTING ENGINEERING SERVICES 216 EAST 45TH STREET NEW YORK, NY 10017 646 961 3999 ARCHITECT: ACHESON DOYLE PARTNERS ARCHITECTS, P.C. 44 WEST 18th STREET NEW YORK, NY 10011 212 414-4500 FAX: 212 229-3819 infoOodparchitects.com DRAWING TITLE: 2ND FLOOR MEC HANICAL ZONING, HEATING, AND PIPING ARCHITECT'S PROJECT NUMBER: 51607.00 SCALE: AS NOTED DATE: 6/1/17 DRAWN BY: Author CHECKED BY: C hecker SEAL: DRAWING NUMBER: ,�,IW444 OF Afq 9�! ' _IV SE M-201 MECHANICAL y .00 o N0.63136 CO b - �� �FGISTE��� /ONAL'\ DRAWING: ATI Ili- IVIrUnj-UViI_#/1L LVIM IIVV, rlCtil nw, r%1vv V Iruw r Lf -%i -4%-# 1/4" = 1'-0" NO. I ISSUE/DESCRIPTION: I DATE: FILING PROJECT: 06.02.2017 PRIVATE RESIDENCE N 170 PLEASANT STREET SOUTH YARMOUTH, MA02664 DESIGNER: CONSULTING ENGINEERING SERVICES 216 EAST 45TH STREET NEW YORK, NY 10017 646 961 3999 ARCHITECT: ACHESON DOYLE PARTNERS ARCHITECTS, P.C. 44 WEST 18th STREET NEW YORK, NY 10011 212 414-4500 FAX: 212 229-3819 infoQadparchitects.com DRAWING TITLE: ATTIC MECHANICAL ZONING, HEATING, AND PIPING PLAN ARCHITECT'S PROJECT NUMBER: 51607.00 SCALE: AS NOTED DATE: 6/1/17 DRAWN BY: Author SEAL: ,O� tH OF MgSs9I�, s o M, cal�N�cA� NO. 63136 � .4 �ePaA, CHECKED BY: C hecker DRAWING NUMBER: M-202.00 DRAWING: AIRFLOW W 1-112W FULL RADIUS ELBOW SUPPLY AND RETURN DUCTS I D i TAKE -OFF SUPPLY DUCTS ONLY 1/4W, 4 -MIN. ! I W TAKE -OFF SUPPLY DUCTS ONLY 'HICKNESS VANES SQUARE ELBOW SUPPLY AND RETURN DUCTS �p 1• 90" I' IN 7" 1' 1" TYPICAL TURNING VANE SUPPLY AND RETURN DUCTS 1/4W, 4 -MIN. I I W TAKE -OFF RETURN DUCTS ONLY I' IN 7" _EEVE. SEE NOTES ACE WITH FIRE TERIAL (3M CAULK CP25 OR . SEE NOTES BELOW _ARANCE.SEE 4ULK (TYPICAL) ASONRY OR FIRE -RATE 3N. SEE NOTES BELOW NOTES: 1. PIPE SLEEVES A PIPE SLEEVES THROUGH FIRE -RATED MASONRY PARTITIONS OR FOUNDATION WALLS SHALL BE SCHEDULE 40 BLACK STEEL WITH MAXIMUM OF 1/2" CLEARANCE BETWEEN SLEEVE AND PIPE. SLEEVE SHALL BE EQUAL IN LENGTH TO DEPTH OFPARTI TION OR WALL. B. PIPE SLEEVES THROUGH FIRE -RATED STUD PARTITIONS SHALL BE #18 GAGE GALVANIZED STEEL WITH MAXIMUM OF 1" CLEARANCE BETWEEN SLEEVE AND PIPE. SLEEVE SHALL BE EQUAL IN LENGTH TO DEPTH OF PARTITION. 2. ESCUTCHEONS A ESCUTCHEONS IN FINISHED SPACES SHALL BE ANODIZED ALUMINUM OR CHROME -PLATED BRASS. B. ESCUTCHEONS IN UNFINISHED SPACES SHALL BE PLAIN BRASS, ALUMINUM, GALVANIZED STEEL OR CAST IRON. C. ESCUTCHEONS SHALL BE HELD IN PLACE BY INTERNAL SPRING TENSION OR SET SCREW. PIPE PENETRATION OF FIRE RATED WALL DETAIL N.T.S. D>D1 D1>4" i--D--i W -i V1777711111111111"e"I LONG RADIUS TEE LONG RADIUS TEE SUPPLY DUCTS ONLY RETURN DUCTS ONLY DUCT _DETAILS n DUCTWORK LINER DETAIL N.T.S. N.T.S. LENGTH 24' STANDARD, AS RED UP TO 120". MINIMUM RADIUS 4' CABLE OPERATED, ALUMINUM, OPPOSED BLADE VOLUME DAMPER DUCT WIDTH 4 SQ.FT. OR LESS DIMENSION INDICATED 1; ON PLANS AIRFLOW 1 LOCATED NO CLOSER THAN 6 FEET FROM AN AIR DUCT HEIGHT DIMENSIONS ON DRAWINGS L� DIMENSION INDICATE INSIDE CLEAR 1-112W INDICATED ON PLANE DIMENSION D>D1 D1>4" i--D--i W -i V1777711111111111"e"I LONG RADIUS TEE LONG RADIUS TEE SUPPLY DUCTS ONLY RETURN DUCTS ONLY DUCT _DETAILS n DUCTWORK LINER DETAIL N.T.S. N.T.S. LENGTH 24' STANDARD, AS RED UP TO 120". MINIMUM RADIUS 4' CABLE OPERATED, ALUMINUM, OPPOSED BLADE VOLUME DAMPER N.T.S. CABLE LENGTH 24" STANDARD, REQUIRED UP TO 120". MINIMUN TURN RADIUS 4" 1/2" ACOUSTICAL INSULATION LINER AS SCHEDULED(TYPICAL) ALVANIZED DUCTWORK NYC APPROVED FASTENER SECURED TO THE STRUCTURE ABOVE GALVANIZED DUCTWORK SIZED PER PLANS DUCT HANGER. FOR DUCTS OVER 48" WIDE TURN HANGER BELOW DUCT AND FASTEN HANGER SPACING SCHEDULE DUCT HANGER SPACING 4 SQ.FT. OR LESS 8'-0" O.C. NOTES: WALL 1. CABLE OPERATED VOLUME DAMPERS SHALL BE 10'-0" O.C. LOCATED NO CLOSER THAN 6 FEET FROM AN AIR GRILLE WITH ACCESS TO DAMPER TERMINAL OUTLET FOR DUCTS 10" OR SMALLER ACTUATOR (OR EQUIVALENT RECTANGULAR DUCT SIZE) AND 8 TIMES THE DUCT DIAMETER FOR DUCTS ADJUSTABLE CABLE CLAMP FIELD LARGER THAN 10' (OR EQUIVALENT INSTALLED IN DUCTWORK FASTEN RECTANGULAR DUCT SIZE) TO DUCTWORK WITH SELF -DRILLING 5/16" HEX SCREW ACTUATION CABLE RECESSED BEHIND DIFFUSER FACE CABLE OPERATED VOLUME DAMPER DETAIL - CEILING GRILLE N.T.S. CABLE LENGTH 24" STANDARD, REQUIRED UP TO 120". MINIMUN TURN RADIUS 4" 1/2" ACOUSTICAL INSULATION LINER AS SCHEDULED(TYPICAL) ALVANIZED DUCTWORK NYC APPROVED FASTENER SECURED TO THE STRUCTURE ABOVE GALVANIZED DUCTWORK SIZED PER PLANS DUCT HANGER. FOR DUCTS OVER 48" WIDE TURN HANGER BELOW DUCT AND FASTEN HANGER SPACING SCHEDULE DUCT HANGER SPACING 4 SQ.FT. OR LESS 8'-0" O.C. 4-10 SQ.FT. 6'-0" O.C. 10 SQ.FT. OR MORE 10'-0" O.C. n DUCTWORK HANGING DETAIL N.T.S DUCT WIDTH DIMENSION INDICATED - I ON PLANS DUCT HEIGHT DIMENSIONS ON DRAWINGS DIMENSION INDICATE INSIDE CLEAR INDICATED DIMENSION GALVANIZED DUCTWORK ON PLANS 1 EXTERIOR WRAP INSULATION OUTSIDE AIR INSULATION DETAIL N.T.S. R BAR DIFFUSER WITH IVABLE CORE TO ALLOW ACCESS TO DAMPER ACTUATOR �i ADJUSTABLE CABLE CLAMP FIELD INSTALLED IN DUCTWORK. FASTEN LI TO DUCTWORK WITH SELF -DRILLING 5/16" HEX SCREW CABLE OPERATED, ALUMINUM, OPPOSED BLADE VOLUME DAMPER ACTUATION CABLE RECESSED BEHIND DIFFUSER FACE NOTES: 1. CABLE OPERATED VOLUME DAMPERS SHALL BE LOCATED NO CLOSER THAN 6 FEET FROM AN AIR TERMINAL OUTLET FOR DUCTS 10" OR SMALLER (OR EQUIVALENT RECTANGULAR DUCT SIZE) AND 8 TIMES THE DUCT DIAMETER FOR DUCTS LARGER THAN 10" (OR EQUIVALENT RECTANGULAR DUCT SIZE) CABLE OPERATED VOLUME DAMPER DETAIL- GRILLE N.T.S. MULTIPLE PIPES: 2"-4" PIPE HANGER DETAIL N.T.S. :ADED ROD MOUNTED TO O THE STRUCTURE ABOVE 'ER PLANS iTION PER IONS SADDLE _L ----BOLT CONNECTING ROD TO HANGING BRACKET SINGLE PIPE: 2"-4" 'ADED 1=D TO r0 THE :ABOVE GER PER PLANS \TION PER IONS SADDLE ... � ...-1TION PROTECTOR 6" AIRFLOW OPENING WITH 1/4" WIRE MESH COVER SHEET METAL PLENUM BOX ACOUSTICAL LINER FASTEN CLIPS TO CEILING SYSTEM PER MANUFACTURER RECOMMENDATIONS. —CEILING GRILLE OPENING —CEILING STRUCTURE GYP BOARDIPLASTER nPLENUM RETURN DETAIL N.T.S WALL STUD GRILLE SIZE AS INDICATED ON PLANS PROVIDE INTERIOR LINING FOR DUCTWORK PLENUM FABRICATED TO "H" DUCT DIMENTIONS'H" AND "W" AS MATCH REQUIRED HEIGHT INDICATED ON PLANS AND STUD DEPTH. PROVIDE PLENUM WITHOUT LINER "W" DUCT CONNECTED TO PLENUM n PLENUM CONNECTION DETAIL N.T.S NO. I ISSUE/DESCRIPTION: I DATE: FILING 06.02.2017 PROJECT: PRIVATE RESIDENCE N 170 PLEASANT STREET SOUTH YARMOUTH, MA02664 DESIGNER: CONSULTING ENGINEERING SERVICES 216 EAST 45TH STREET NEW YORK, NY 10017 646 961 3999 ARCHITECT: ACHESON DOYLE PARTNERS ARCHITECTS, P.C. 44 WEST 18th STREET NEW YORK, NY 10011 212 414-4500 FAX: 212 229-3819 info@adparchitects.com DRAWING TITLE: MECHANICAL DETAILS ARCHITECT'S PROJECT NUMBER: 51607.00 SCALE: AS NOTED DATE: 6/1/17 DRAWN BY: CHECKED BY: SEAL: DRAWING NUMBER: 44 ,`�>► �N OF Mq sq�I SENAT O MECHANICAL -moM-300.00 i ► NO.53136 A FFG/STER�4��,� •�t1' ���+ DRAWING: ATOR WITH DOUB :HANGER ,CORDANCE WITH iMMENDATIONS —24" MINIMUM—+ - FC 'FAN DETAIL BOLT ROOF MOUNTED SUPPORT FROM EQUIPMENT SECURELY TO STRUCTURE ABOVE VIBRATION ISOLATORS FACTORY INSTALLED 2"X4" WOOD NAILER EXTERIOR WINDOW PROVIDE POWER TO 'D' (IN.) 4-T HVAC CONTROL SYSTEM EXTERIOR WALL 19 4.5" MOTORIZED 2 -POSITION - 1" RIGID INSULATION BOARD WITH HOT WATER VALVE. SIZE TO REFLECTIVE FACE. MATCH RADIATOR 14.0 INLET SIZE. VALVE TO BE —RADIATOR SUPPLY GRILLE. SIZE GRILLE NORMALLY OPEN/POWER TO HAVE 50% FREE AREA. CLOSE. �—MINIMUM OF 1.5" CLEARANCE MUST MANUAL SHUT-OFF BE PROVIDED BETWEEN THE RADIATOR VALVE. TO BE LOCATED AND ENCLOSURE ON ALL EXPOSURES ACCORDINGLY FOR FOR PROPER AIR CIRCULATION. OWNER USE. i --FRONT PANEL OF RADIATOR ENCLOSURE MUST BE REMOVABLE FOR ACCESS TO RADIATOR AND CONTROLS. 19 /—RADIATOR RETURN GRILLE. SZE FREE AREA. 18 / GRILLE TO HAVE 50% 19 INISHED FLOOR ;LAB FLOOR RADIATOR SECTIONS DIMENSIONS "L" "H" (IN.) (IN.) 'D' (IN.) 4-T 4 7.0 19 4.5" 6 10.5 19 4.5" 8 14.0 19 4.5' 10 17.5 19 4.5" 12 21.0 19 4.5" 14 24.5 19 4.5" 16 28.0 19 4.5" 18 31.5 19 4.5" 20 35.0 19 4.5' *FINAL SIZE AND CLEARANCES TO BE VERIFIED CONTRACTOR 1 C3 HONEYWELL PRESTIGE C3 THERMOSTAT (TEMPERATURE + HUMIDITY CONTROL) NELL 11 RENT IENT REMOTE BUTTON TEMPERATURE SENSOR 'ACE (LOCATED IN ROOM) 1LE IISHI MITSUBISHI .CN_,FAN COIL FLOORPLAN FOR QUANTITIES TO HONEYWELL IY :TAIL DISCHARGE DUCTWORK SIZE AND ROUTE AS INDICATED ON PLANS FLEXIBLE CONNECTION PITCH RADIATOR 1/4"/1' HORIZONTAL LENGTH TOWARD OUTLET PITCHING BLOCKS (TYPICAL) PREFABRICATED —� EQUIPMENT RAIL 18 GAUGE MINIMUM WITH RAISED CANT AS REQUIRED TO MATCH THICKNESS OF EXISTING ROOF INSULATION EQUIPMENT RAIL DETAIL N.T.S. AIR BLEED VALVE 'H" FINISHED FLOOR SLAB FLOOR HOT WATER BRANCH PIPING TO BE REPLACED BACK TO BUILDING RISER. PITCH 1"/8' HORIZONTAL LENGTH TOWARD BUILDING RISER. PIPE TO BE INSULATED WITH A MIMIMAL 1.5' INSULATION PER THE NYC ENERGY CONSERVATION CODE. HOT WATER SUPPLY BRANCH PIPING TO BE REPLACED BACK TO THE BUILDING RISER. PITCH 17/8' HORIZONTAL LENGTH BACK TOWARD BUILDING RISER. PIPING SHALL BE INSULATED WITH A MINIMAL 1.5" INSULATION PER THE NYC ENERGY CONSERVATION CODE SPRING VIBRATION ISOLATORS WITH DOUBLE DEFLECTION NEOPRENE HANGER (TYPICAL) IN-LINE PUMP PRESSURE GAUGE BALANCING VALVE .r BALL VALVE (TYPICAL) CHECK VALVE UNION (TYPICAL) COOLING COIL HEATING COIL SUPPLY AIR DUCTWORK (TYPICAL)— SIZE AS INDICATED ON THE PLAN. PROVIDE TRANSITIONS TO MATCH EQUIPMENT INLET AND OUTLET SIZES. PROVIDE DUCT LINER FOR ALL OF SUPPLY AND RETURN DUCTWORK. CONDENSATE DRAIN WITH — TRAP TO NEAREST BUILDING WASTE RISER SIZE PER PLUMBING CODE (TYP. 2) SMALLEST CONDENSATE DRAIN TO BE 1". HORIZONTAL 2 -PIPE AIR HANDLING UNIT - PLENUM N.T.S. DUCT SIZE INDICATED ON THE PLANS ROOF MOUNTED EQUIPMENT MASON SLFH VIBRATION ISOLATORS WITH 1" STATIC DEFLECTION -COUNTER FLASHING CAP FASTENERS 18" O.C. OR AS -RECOMMENDED BY EQUIPMENT RAIL MANUFACTURER FLASHING AND COUNTER FLASHING COORDINATE REQUIREMENTS OF MANUFACTURER OF EXISTING ROOF SYSTEM AS REQUIRED TO MAINTAIN WARRANTY "—INSULATION SHOWN DIAGRAMATICALLY -ROOF DECK 6' AUTOFLOW VALVE WITH INTEGRAL PRESSURE/TEMPERATURE PORTS, UNION, AND SHUT-OFF VALVE. - CONTROL BY THERMOSTAT FINISHED FLOOR CONTROL VALVE UNION WITH INTEGRAL MANUAL AIR VENT FINNED TUBE RADIATOR- HOT WATER N.T.S. INTERNAL DUCT LINER 6" DUCT WRAP INSULATION FCU ACCESS PANEUPLAN VIEW N.T.S. CANVAS CONNECTION BETWEEN UNIT AND DUCT. ACTIVE BEACON MORRIS FINNED ELEMENT ACCESS PANEL EXTENDING BEYOND THE UNIT 6" ON BOTH SIDES AND REAR, AND EXTENDING 12' BEYOND THE UNIT IN THE FRONT (SUPPLY SIDE) CONTRACTOR BUILT RETURN PLENUM WITH OPENING EQUALING UNIT INTAKE LOCATED ON TOP OF PLENUM. FC I I I i I CEILING 1" ADD ON FILTER (CABINET WITH MERV 8 FILTERS. FIELD FABRICATED RETURN PLENUM BOX 4" HIGH GALVANIZED DRAIN PAN WITH OVERFLOW SWITCH AND CONNECTION TO THE SECURITY SYSTEM AND UNIT SHUT DOWN ON HIGH WATER. SOLDER ALL JOINTS FOR A WATER TIGHT INSTALLATION. 6" PROVIDE WIITH CUSTOM ARCHITECTURAL FLOOR GRILLE. SUBFLOOR (TYPICAL) COMBINATION BALL VALVE, Y -STRAINER AND UNION WITH (2) PRESSURE/TEMPERATURE PORTS, AIR VENT AND HOSE END DRAIN VALVE WITH CAP AND CHAIN. REDUCER (TYPICAL) NO. I ISSUE/DESCRIPTION FILING PROJECT: DATE: 06.02.2017 PRIVATE RESIDENCE N 170 PLEASANT STREET SOUTH YARMOUTH, MA02664 DESIGNER: CONSULTING ENGINEERING SERVICES 216 EAST 45TH STREET NEW YORK, NY 10017 646 961 3999 ARCHITECT: ACHESON DOYLE PARTNERS ARCHITECTS, P.C. 44 WEST 18th STREET NEW YORK, NY 10011 212 414-4500 FAX: 212 229-3819 info@ad parchitects.com DRAWING TITLE: MECHANICAL DETAILS ARCHITECT'S PROJECT NUMBER: 51607.00 SC ALE: AS NOTED DATE: 6/1/17 /1/17 DRAWN BY: Author CHECKED BY: C hecker SEAL: OF IN,gss C � � T MECHANICAL v NO. 5313610 y s is DRAWING NUMBER: M-301.00 DRAWING: REFRIGERANT PIPING FROM THROUGH -WALL CONDENSING UNIT.( SIZE PER MANUFACTURER INSTALLATION — — — — — — — — — INSTRUCTIONS. PROVIDE SEPERATE ANCHORS FOR DRAIN PAN AND AIR HANDLING UNIT HANGER RODSIZE AS PER MANUFACTURER'S RECCOMENDATIONS TO ALLOW FULL ACCESS TO UNIT PANELS. ANCHOR ROD SECURELY TO BUILDING STEEL ABOVE WITH HILTI HY150 ANCHOR, MASON 30N SPRING VIBRATION ISOLATORS WITH RETURN AIR DOUBLE DEFLECTION NEOPRENE HANGERS (TYPICAL). FC I I I i I CEILING 1" ADD ON FILTER (CABINET WITH MERV 8 FILTERS. FIELD FABRICATED RETURN PLENUM BOX 4" HIGH GALVANIZED DRAIN PAN WITH OVERFLOW SWITCH AND CONNECTION TO THE SECURITY SYSTEM AND UNIT SHUT DOWN ON HIGH WATER. SOLDER ALL JOINTS FOR A WATER TIGHT INSTALLATION. 6" PROVIDE WIITH CUSTOM ARCHITECTURAL FLOOR GRILLE. SUBFLOOR (TYPICAL) COMBINATION BALL VALVE, Y -STRAINER AND UNION WITH (2) PRESSURE/TEMPERATURE PORTS, AIR VENT AND HOSE END DRAIN VALVE WITH CAP AND CHAIN. REDUCER (TYPICAL) NO. I ISSUE/DESCRIPTION FILING PROJECT: DATE: 06.02.2017 PRIVATE RESIDENCE N 170 PLEASANT STREET SOUTH YARMOUTH, MA02664 DESIGNER: CONSULTING ENGINEERING SERVICES 216 EAST 45TH STREET NEW YORK, NY 10017 646 961 3999 ARCHITECT: ACHESON DOYLE PARTNERS ARCHITECTS, P.C. 44 WEST 18th STREET NEW YORK, NY 10011 212 414-4500 FAX: 212 229-3819 info@ad parchitects.com DRAWING TITLE: MECHANICAL DETAILS ARCHITECT'S PROJECT NUMBER: 51607.00 SC ALE: AS NOTED DATE: 6/1/17 /1/17 DRAWN BY: Author CHECKED BY: C hecker SEAL: OF IN,gss C � � T MECHANICAL v NO. 5313610 y s is DRAWING NUMBER: M-301.00 DRAWING: ZONE ACTUATORS. (TYPICAL) LINK ALL ACTUATORS THAT ARE SERVING A SINGLE ZONE TOGETHER. REFER TO RADIANT FLOOR PLAN FOR RADIANT SUPPLY DRAIN VALVE (TYPICAL RETURN BALL VA (TYPICAL PEX TUB SLAB (T) UNION VALVE (TYPICAL) o/T ccucna 2—WAY CONTROL VALVE COMBINATION BALL VALVE, Y—STRAINER AND UNION WITH (2) PRESSURE/ TEMPERATURE PORTS, AIR VENT AND HOSE ZZ END DRAIN VALVE WITH CAP AND CHAfN_ — � HW SUPPLY HW RETURN RADIANT MANIFOLD DETAIL N.T.S. 2WARMBOARD HYDRONIC RADIANT FLOOR DETAIL N.T.S. ANGLE IRON REINFORCING METAL SCREE / FRAME BOLTS SCREEN------." A 2" MIN.-- of O _ FxG � 0 Z_ ao L n GOOSENECK DETAIL N.T.S. DUCT STANDARD DUCT CONSTRUCTION SEAMS WATERTIGHT ANGLE RIVETED OR SPOT WELDED 112" GALVANIZED WIRE MESH SCREEN ROOFING NO. ( ISSUE/DESCRIPTION: I DATE: FILING 06.02.2017 PROJECT: PRIVATE RESIDENCE N 170 PLEASANT STREET SOUTH YARMOUTH, MA02664 DESIGNER: CONSULTING ENGINEERING SERVICES 216 EAST 45TH STREET NEW YORK, NY 10017 646 961 3999 ARCHITECT: ACHESON DOYLE PARTNERS ARCHITECTS, P.C. 44 WEST 18th STREET NEW YORK, NY 10011 212 414-4500 FAX: 212 229-3819 info@odporchitects.com DRAWING TITLE: MECHANICAL DETAILS ARCHITECT'S PROJECT NUMBER: 51607.00 SCALE: AS NOTED DATE: 6/1/17 DRAWN BY: Author CHECKED BY: C hecker SEAL: DRAWING NUMBER: o0 in� - ►i OAJR ' is ,ate M-302.00 DRAWING: FAN COIL UNIT REMARKS 1. PROVIDE WITH LOCAL UNIT -MOUNTED FUSED DISCONNECT IF NOT SERVED BY A SINGLE ELECTRICAL CIRCUIT. 2. PROVIDE 1" THICK THROWAWAY FILTER AND 2" MERV 8 PLEADED FILTER IN CUSTOM FILTER BOX 3. PROVIDE WITH FIELD FABRICATED T GALAVANIZED STEEL SECONDARY DRAIN PAN WITH SECONDARY DRAIN TO LOCAL FUNNEL DRAIN. PROVIDE WATER -BUG IN SECONDARY PAN TO SHUT UNIT DOWN AND SEND ALARM SIGNAL TO SECURITY OR HOME AUTOMATION SYSTEM. 4. INTERLOCK KITCHEN FCU WITH KITCHEN HOOD OPERATION. WHEN HOOD FAN RUNS, ENABLE FAN ONLY FUNCTION ON LOCAL FCU. 5. PROVIDE WITH FLEX CONNECTIONS AT THE INLET AND OUTLET 6. PROVIDE WITH MASON TYPE 30N VIBRATION ISOLATORS WITH 1" MINIMUM STATIC DEFLECTION 7. PROVIDE ECM FAN MOTOR ACCESSORY OR PROVIDE MODEL WITH ECM MOTOR OPTION FOR FAN SPEED CONTROL.PROVIDE UNIT WITH FACTORY MOUNTED AND WIRED VARIABLE FAN SPEED CONTROL FOR SOFT START/STOP. 8. PROVIDE LOCAL OR REMOTE MOUNTED PROGRAMMABLE TSTAT W/ REMOTE SENSOR ACCESSORY AS LOCATED ON PLANS. 9. FAN PERFORMANCE BASED ON MEDIUM SPEED UNLESS OTHERWISE NOTED. 10. SECURE HANGING UNITS TO STRUCTURE WITH HILTI-KWICK BOLT SERIES HDI FASTENER. FAN REMARKS 1. PROVIDE WITH LOCAL UNIT -MOUNTED FUSED DISCONNECT IF NOT SERVED BY A SINGLE ELECTRICAL CIRCUIT. 2. INSTALL PER MANUFACTURER RECOMMENDATION. 3. INTERLOCK BATHROOM EXHAUST FAN OPERATION WITH THE LOCAL LIGHT SWITCH EITHER THROUGH LUTRON CONTROLS OR STANDARD SWITCHING. 4. INTERLOCK KITCHEN EXHAUST FAN WITH WITH KITCHEN HOOD OPERATION. AND PROVIDE CONTACT CLOSURE TO KITCHEN MAKE-UP AIR SYSTEM. 5. INTERLOCK KITCHEN EXHAUST FAN WITH HOOD SPEED CONTROLS BY HOOD MANUFACTURER. 6. PROVIDE WITH BACKDRAFT DAMPER AT LOUVER TERMINATION. 7. PROVIDE SOLID-STATE SPEED CONTROL ACCESSORY FOR ALL FANS FOR INITIAL SET-UP AND BALANCING. VRF HEAT PUMP REMARKS 1. PROVIDE WITH LOCAL UNfT-MOUNTED FUSED DISCONNECT IF NOT SERVED BY A SINGLE ELECTRICAL CIRCUIT. 2. INSTALL UNIT AND PIPING PER MANUFACTURERS RECOMMENDATIONS. REFER TO MANUFACTURER FOR PROPER PIPE SIZING. 3. PROVIDE UNIT WITH WHOLE SYSTEM CONTROLLER (AE -200A OR EQUAL) WITH ETHERNET CONNECTION AND REMOTE CAPABILITIES. 4. PROVIDE BACNET COMMUNICATIONS FOR CONNECTION TO CRESTRON OR EQUIVALENT WHOLE -HOUSE CONTROL SYSTEM. 5. PROVIDE WITH OUTDOOR AIR SENSOR AND ASSOCIATED CONTROLS FOR AUTO -CHANGEOVER FROM HEAT PUMP TO SECOND STAGE HEATING (RADIATORS OR EQUIVALENT). 6. PROVIDE ALARMS FOR EACH PUMP, EACH COMPRESSOR, HIGH AND LOW PRESSURE FAILS IN THE REFRIGERATION CIRCUIT 7. PROVIDE MANUFACTURER'S TECHNICAL REPRESENTATIVE TO SUPERVISE STARTUP FOR EACH HEAT PUMP SYSTEM. 8. MOUNT OUTDOOR HEAT PUMPS ON NEOPRENE PADS SECURELY TO STRUCTURE PER MANUFACTURER RECOMMENDATIONS. 9. PROVIDE ALL SHIELDED CONTROL WIRING PER MANUFACTURER RECOMENDATIONS. 10. PROVIDE WITH SALTWATER KIT PUMP REMARKS 1. PROVIDE MANUFACTURER 24V CONTROL WIRING FROM REMOTE THERMOSTAT TO ENABLE CIRCULATOR PUMP ON CALL FOR HEAT THROUGH PUMP CONTROLLERS 2. PROVIDE FACTORY WIRED AUTOMATIC CONTROL PANEL WITH AUTOMATIC LEAD LAG 3. PROVIDE HIGH EFFICIENCY MOTORS.(RELIANCE E+ OR EQUIVALENT) AND SHALL BE 100% NON OVERLOADING THROUGH THE ENTIRE HP RANGE OF THE SELECTED PUMP. 4. NPSHR AT SCHEDULED OPERATING POINT SHALL NOT EXCEED 0.8"NPSHA. 5. CONTRACTOR IS RESPONSIBLE TO DETERMINE CORRECT PUMP ROTATION. 6. PROVIDE MAGNETIC STARTER WITH AUXILIARY CONTACTS AND HOA SWITCH ON ALL THREE PHASE MOTORS, UNLESS SERVED BY VFD. 7. PROVIDE HANGING/MOUNTING SUPPORT WITH VIBRATION ISOLATION MANUFACTURED BY MASON FOR ALL PUMPS DUCT SCHEDULE DUCT SERVICE DUCT MATERIAL DUCT GAUGE INSULATION LINER REMARKS SUPPLY AIR SUPER DUCT 22 INTEGRAL NR 1-3 RETURN AIR SUPER DUCT 22 INTEGRAL NR 1-3 k ILET EXHAUST GALVANIZED STEEL 22 NR NR 1-3 YER EXHAUST ALUMINUM 22 3M PLENUM WRAP 5A+ NR 1-3 CHEN EXHAUST GALVANIZED STEEL 18 3M DUCT WRAP 615+ NR 1,2 OUTDOOR AIR GALVANIZED STEEL 22 1" INSULATION NR 1-3,5 BOILER FLUE AL -29C -4C N/A NR NR 1,2,4 REMARKS: 1. PROVIDE INSULATION THICKNESS AS SPECIFIED OR MEET LOCAL ENERGY CODE REQUIREMENTS WHICHEVER IS MORE STRINGENT. 2. THIS SCHEDULE SHALL SUPERSEDE ANY SPECIFICATION REQUIREMENTS. SPECIFICATIONS PROVIDE ADDITIONAL DETAILS ON INSULATION MATERIALS AND INSTALLATION. 3_ PROVIDE MIN 22 GAUGE FOR DUCTWORK IF ASPECT RATIO IS GREATER THAN 3 TIMES USE 18 GAUGE TO PREVENT OIL CANNING. 4. ZERO CLEARANCE FROM COMBUSTIBLES. 5. PROVIDE R-8 INSULATION AS PER ENERGY CODE AND PROVIDE WITH OUTER VAPOR BARRIER. 6. BUILD ALL MEDIUM PRESSURE (UPSTREAM OF VAV) DUCTWORK TO BE PRESSURE TESTED. DUCT CONSTRUCTION TO BE AS PER SMACNA STANDARDS. 7. ALL DUCTWORK TO BE EXPOSED. DUCT TO BE PAINT LOCK TYPE MINIMIZE SEAMS AND FLANGE CONSTRUCTION. AIR OUTLET SCHEDULE RADIATOR SCHEDULE HVAC PIPE SCHEDULE SERVICE CONSTRUCTION NOMINA(INIPE SIZE 1 TO < 1 1/2 1 1/2 TO < 4 rSNYWMBOL MANUFACTURER/ MODEL NO. TYPE MATERIAL BORDER TYPE VOLUME DAMPER TYPE REMARKS 105-140 0.21-0.28 1.0 ANEMOSTAT/ AL LINEAR BAR GRILLE ALUMINUM FH REMOTE 1-3 DUTY: INDICATES CS - CEILING SUPPLY HWS - HIGH WALL SUPPLY INDICATES FACE SIZE CR - CEILING RETURN HWR - HIGH WALL RETURN UNIT TYPE 12X12 INDICATES UNIT A CE - CEILING EXHAUST HWE - HIGH WALL EXHAUST CFM CAPACITY INDICATES350 -� COA CEILING OUTSIDE AIR HWOA- HIGH WALL OUTSIDE AIR FS - FLOOR SUPPLY LWS - LOW WALL SUPPLY UNIT DUTY CS FR - FLOOR RETURN LWR - LOW WALL RETURN LWE - LOW WALL EXHAUST REMARKS: 1. REBALANCE EXISTING DEVICE TO AIRFLOW SHOWN ON THE PLAN DRAWINGS. 2. PROVIDE SQUARE TO ROUND TRANSITION. 3. PROVIDE REMOTE/CABLE OPERATED VOLUME DAMPER BY YOUNGS REGULATOR. 4. DIFFUSERIGRILLE LENGTHS ARE DEFINED BY ARCHITECTURAL RCP. CONTRACTOR TO CONFIRM LENGTHS FROM ARCH. RCP. 5_ DIFFUSER/GRILLE TAGS ON MECHANICAL PLANS INDICATE ACTIVE PLENUM LENGTHS FOR SUPPLY, RETURN, AND EXHAUST DIFF./GRILLES. 6. PROVIDE WITH FIELD FABRICATED PLENUMS WHERE INDICATED ON PLANS 7. INCLUDE AN ADDITIONAL 10% SAFETY FACTOR ON ALL DIFFUSERS/GRILLES/BLANK-OFF. ACTUAL LENGTHS ARE SHOWN ON ARCHIECTURAL PLAN BOILER REMARKS 1. PROVIDE ELECTRONIC -SPARK IGNITION SYSTEM 2. PROVIDE CONTROLS FOR MODULATED FIRING FROM 10-100%. 3. PROVIDE MANUFACTURER -REQUIRED HORIZONTAL AND VERTICAL BREECHING FOR THE COMBUSTION PRODUCTS AND FRESH AIR INTAKE. 4. PROVIDE FACTORY -SUPPLIED MODULATING AND MULTI -BOILER STAGING CAPABILITIES WITH DOMESTIC HW PRIORITY, LEAD -LAG AND EQUAL RUN- TIME LOGIC. 5. PROVIDE FACTORY -BUILT BOILER MOUNTING FRAME WITH PRE -BUILT SUPPLY AND RETURN PIPING HEADERS AND ACCESSORIES AS SHOWN ON BOILER PIPING DETAIL. 6. PROVIDE A DEDICATED BOILER CIRCULATOR PUMP SPECIFIED BY THE BOILER MANUFACTURER AND INTER -LOCK WITH BOILER CONTROLS. EXCEPTION: DIRECT -VENT APPLIANCES AND INTEGRAL VENT APPLIANCES APPROVED BY THE COMMISSIONER AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND SECTION 503.8, ITEM 3. 7. WHERE PERMITTED, THROUGH -THE -WALL VENTS FOR CATEGORY 1, 11, 111, AND IV APPLIANCES AND NONCATEGORIZED CONDENSING APPLIANCES SHALL NOT TERMINATE OVER PUBLIC WALKWAYS OR OVER AN AREA WHERE CONDENSATE OR VAPOR COULD CREATE A NUISANCE OR HAZARD OR COULD BE DETRIMENTAL TO THE OPERATION OF REGULATORS, RELIEF VALVES OR OTHER EQUIPMENT. 8. HORIZONTAL TERMINATIONS SHALL ONLY BE ALLOWED IF THEY ARE IN A NONHAZARDOUS LOCATION AND IF THE APPLICANCE HAS A SEALED COMBUSTION CHAMBER (DIRECT VENT) OR INTEGRAL VENT IN ACCORDANCE WITH THE APPLIANCE LISTING AND MANUFACTURER'S INSTRUCTIONS. IN ADDITION, HORIZONTAL TERMINATIONS SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: 9. WHERE LOCATED ADJACENT TO WALKWAYS, THE TERMINATION SHALL BE NOT LESS THAN 7 FEET ABOVE THE LEVEL OF THE WALKWAY. 10. VENTS SHALL TERMINATE AT LEAST 3 FEET ABOVE ANY FORCED AIR INLET, OTHER THAN THE FORCED AIR INLET FOR THE SUBJECT DIRECT VENT OR INTEGRAL VENT APPLIANCE, LOCATED WITHIN 10 FEET. 11. THE VENT SYSTEM SHALL TERMINATE AT LEAST 4 FEET BELOW, 4 FEET HORIZONTALLY FROM OR 1 FOOT ABOVE ANY DOOR, WINDOW OR GRAVITY AIR INLET INTO THE BUILDING. 12. THE VENT TERMINATION POINT SHALL NOT BE LOCATED CLOSER THAN 3 FEET TO AN INTERIOR CORNER FORMED BY TWO WALLS PERPENDICULAR TO EACH OTHER 13. THE VENT TERMINATION SHALL NOT BE MOUNTED DIRECTLY ABOVE OR WITHIN 3 FEET HORIZONTALLY FROM ANY GAS OR ELECTRIC METERING, REGULATING, VENTING RELIEF EQUIPMENT OR OTHER BUILDING OPENING. 14. THE BOTTOM OF THE VENT TERMINATION SHALL BE LOCATED AT LEAST 24 INCHES ABOVE FINISHED GRADE. 15. THE MAXIMUM HEAT INPUT OF AN APPLIANCE SERVED BY SINGLE HORIZONTAL VENT TERMINATION SHALL BE 350,000 BTU/H, UNLESS OTHERWISE APPROVED BY THE COMISSIONER. 16. THE MAXIMUM HEAT INPUT OF ALL APPLIANCES SERVED BY HORIZONTAL VENT TERMINATIONS LOCATED WITHIN A 10 FOOT RADIUS SHALL BE 350,000 BTU/H, UNLESS OTHERWISE APPROVED BY THE COMMISSIONER. 17. THE VENT TERMINATION SHALL BE LOCATED A MINIMUM OF 4 FEET FROM THE LOT LINE OR FROM ADJACENT BUILDINGS. THE TERMINATION SHALL BE INSTALLED IN ACCORDANCE WITH THE GAS VENT MANUFACTURER'S LISTING AND INSTALLATION INSTRUCTIONS. HVAC SYSTEM MINIMUM PIPE INSULATION (THICKNESS IN INCHES) RADIATOR SCHEDULE HVAC PIPE SCHEDULE SERVICE FLUID OPERATING INSULATION TEMPERATURE CONDUCTIVITY ("F) BTU-IN/(H(SQ.FT)"F) <1 NOMINA(INIPE SIZE 1 TO < 1 1/2 1 1/2 TO < 4 4 TO < 8 HOT WATER (HIGH TEMP) 141-200 0.25-0.29 1.5 1.5 2.0 2.0 HOT WATER (LOW TEMP) 105-140 0.21-0.28 1.0 1.0 1.5 1.5 REFRIGERANT (HEAT/COOL) 105-140 0.21-0.28 1.0 1.0 1.5 1.5 REFRIGERANT (COOLING ONLY) 40-60 0.21-0.27 0.5 0.5 1.0 1.0 CONDENSATE 50-60 0.21-0.27 0.5 1 0.5 1.0 1.0 ENERGY RECOVERY VENTILATOR UNIT SCHEDULE RADIATOR SCHEDULE HVAC PIPE SCHEDULE MANUFACTUREREFDVEL SYMBOL PIPE SERVICE PIPE MATERIAL PIPE GAUGE FITTING TYPE INSULATION INSULATION JACKET SUPPLY RF REFERIGERANT L&S SOFT COPPER K BRAZED ONLY ARMAFLEX AP VAPOR BARRIER EXHAUST ELECTRICAL DATA 1-3 CD CONDENSATE DRAIN COPPER TYPE "L' BRAZED ONLY FIBERGLASS CRAFT BARRIER 1,2 REMARKS: 1. PROVIDE INSULATION THICKNESS AS SPECIFIED OR MEET LOCAL ENERGY CODE REQUIREMENTS WHICHEVER IS MORE STRINGENT 2. THIS SCHEDULE SHALL SUPERSEDE ANY SPECIFICATION REQUIREMENTS. SPECIFICATIONS PROVIDE ADDITIONAL DETAILS ON INSULATION MATERIALS. 3. MULTI FITTING TYPES INCLUDE MECHANICAL COUPLINGS, BRAZED, SWEAT, NPT, PROPRESS OR APPROVED EQUAL. 4. PIPE INSULATION THICKNESS TO BE IN ACCORDANCE WITH "HVAC SYSTEM PIPE INSULATION" CHART. REMARKS WIDTH R-1 BEACON MORRIS FLA V/PH/HZ HP (AMPS) ESP 546 ESP 180 160 SYMBOL MANUFACTUER MODEL SUPPLY AIR (IN WC) EXHAUST AI (IN WC) V/P/Hz FLA WATTS WEIGHT REMARKS ERV -1 AMERICAN ALDES 1 -1110 -TF 109 ,2 109 ,3 120/1/60 .6 A 72 29 LBS 1 ERV -2 AMERICAN ALDES Hl l0 -TF 183 .2 183 3 120/1/60 1.8 A 216 50 LBS 1 REMARKS: 130"F 1. PROVIDE LOW LEAKAGE DAMPERS AND ANTI FROST KIT. RM -3 2. PROVIDE WITH LCD ELECTRONIC MULTIFUNCTIONAL CONTROL Krr ACTUATORS NO. I ISSUE/DESCRIPTION FILING PROJECT: DATE: 06.02.2017 PRIVATE RESIDENCE N 170 PLEASANT STREET SOUTH YARMOUTH, MA02664 DESIGNER: CONSULTING ENGINEERING SERVICES 216 EAST 45TH STREET NEW YORK, NY 10017 646 961 3999 ARCHITECT: ACHESON DOYLE PARTNERS ARCHITECTS, P.C. 44 WEST 18th STREET NEW YORK, NY 10011 212 414-4500 FAX: 212 229-3819 info@adparchitects.com DRAWING TITLE: MECHANICAL SCHEDULES ARCHITECT'S PROJECT NUMBER: 51607.00 SCALE: AS NOTED DATE: 6/1/17 DRAWN BY: CHECKED BY: SEAL: DRAWING NUMBER: ,�►►�i1 I sEtIS• M-400.00 SEtJATRO � ► �o Mic lb - NO. x3136 yn�. A P ip, q DRAWING: RADIATOR SCHEDULE HVAC PIPE SCHEDULE MANUFACTUREREFDVEL SYMBOL PIPE SERVICE PIPE MATERIAL PIPE GAUGE FITTING TYPE INSULATION INSULATION JACKET REMARKS RF REFERIGERANT L&S SOFT COPPER K BRAZED ONLY ARMAFLEX AP VAPOR BARRIER 1,2 HWS/R HOT WATER S&R COPPER TYPE "L" BRAZED ONLY FIBERGLASS NR 1-3 CD CONDENSATE DRAIN COPPER TYPE "L' BRAZED ONLY FIBERGLASS CRAFT BARRIER 1,2 REMARKS: 1. PROVIDE INSULATION THICKNESS AS SPECIFIED OR MEET LOCAL ENERGY CODE REQUIREMENTS WHICHEVER IS MORE STRINGENT 2. THIS SCHEDULE SHALL SUPERSEDE ANY SPECIFICATION REQUIREMENTS. SPECIFICATIONS PROVIDE ADDITIONAL DETAILS ON INSULATION MATERIALS. 3. MULTI FITTING TYPES INCLUDE MECHANICAL COUPLINGS, BRAZED, SWEAT, NPT, PROPRESS OR APPROVED EQUAL. 4. PIPE INSULATION THICKNESS TO BE IN ACCORDANCE WITH "HVAC SYSTEM PIPE INSULATION" CHART. REMARKS NO. I ISSUE/DESCRIPTION FILING PROJECT: DATE: 06.02.2017 PRIVATE RESIDENCE N 170 PLEASANT STREET SOUTH YARMOUTH, MA02664 DESIGNER: CONSULTING ENGINEERING SERVICES 216 EAST 45TH STREET NEW YORK, NY 10017 646 961 3999 ARCHITECT: ACHESON DOYLE PARTNERS ARCHITECTS, P.C. 44 WEST 18th STREET NEW YORK, NY 10011 212 414-4500 FAX: 212 229-3819 info@adparchitects.com DRAWING TITLE: MECHANICAL SCHEDULES ARCHITECT'S PROJECT NUMBER: 51607.00 SCALE: AS NOTED DATE: 6/1/17 DRAWN BY: CHECKED BY: SEAL: DRAWING NUMBER: ,�►►�i1 I sEtIS• M-400.00 SEtJATRO � ► �o Mic lb - NO. x3136 yn�. A P ip, q DRAWING: RADIATOR SCHEDULE SYMBOL MANUFACTUREREFDVEL MANUFACTURER TYPE CAPACITY (BTUH/FT) FLOW RATE (GPM) EWT ("F) LWT ("F) LENGTH (IN) DEPTH (IN) HEIGHT (IN) REMARKS WIDTH R-1 BEACON MORRIS FLA V/PH/HZ HP (AMPS) FIN TUBE 546 1 180 160 - 8 8118 1-5 (IN. WG) REMARKS: 1. PROVIDE WITH MANUAL SHUT-OFF VALVE ACCESSIBLE BY ACCESS PANEL 2. PROVIDE WITH 2- WAY ERIE MOTORIZED VALVES. N/O POWER CLOSE 3. REFER TO DETAIL FOR ENCLOSURE DE -RATING FACTORS 4. REFER TO FLOOR PLANS FOR ACTIVE RADIATOR LENGTHS 5. PROVIDE WITH CUSTOM ARCHITECTURAL GRILLES THAT ARE EQUAL TO OR GREATER THAN THE LENGTH AND WIDTH OF THE RADIATOR. MODEL 0010 L-1 RADIANT MANIFOLD SCHEDULE SYMBOL MANUFACTURER ZONE CONTROL ZONES SERVED NUMBER OF LOOPS TOTAL LOAD FLOW RATE HEAD LOSS WATER TEMP. REMARKS RM -1 WARM BOARD ACTUATORS 1-1 8 13.64 MBH IA GPM 10.2 FT 130'F 1-3 RM -2 WARM BOARD ACTUATORS 1-2 10 29.6 MBH 1.6 GPM 9.78 FT 130"F 1-3 RM -3 WARM BOARD ACTUATORS 1-3 6 29.6 MBH 1.3 GPM 10.8 FT 130"F 1-3 RM -4 WARM BOARD ACTUATORS 2-1 8 38.2 MBH 1.5 GPM 9.12 FT 130"F 1-3 RM -5 WARM BOARD ACTUATORS 2-2 4 29.6 MBH .7 GPM 8.76 FT 130"F 1-3 RM -6 WARM BOARD ACTUATORS 2-3 8 38.2 MBH 1.6 GPM 9.48 FT 130"F 1-3 REMARKS: 1. ALL PIPES ARE hePEX 1/2" IN DIAMETER INSTALLED ON 6" CENTERS. 2. SYSTEM TO MAINTAIN SURFACE TEMPERATURE AT 85"F. 3. DESIGN WATER TEMPERATURE DROP TO BE 20"F. NO. I ISSUE/DESCRIPTION FILING PROJECT: DATE: 06.02.2017 PRIVATE RESIDENCE N 170 PLEASANT STREET SOUTH YARMOUTH, MA02664 DESIGNER: CONSULTING ENGINEERING SERVICES 216 EAST 45TH STREET NEW YORK, NY 10017 646 961 3999 ARCHITECT: ACHESON DOYLE PARTNERS ARCHITECTS, P.C. 44 WEST 18th STREET NEW YORK, NY 10011 212 414-4500 FAX: 212 229-3819 info@adparchitects.com DRAWING TITLE: MECHANICAL SCHEDULES ARCHITECT'S PROJECT NUMBER: 51607.00 SCALE: AS NOTED DATE: 6/1/17 DRAWN BY: CHECKED BY: SEAL: DRAWING NUMBER: ,�►►�i1 I sEtIS• M-400.00 SEtJATRO � ► �o Mic lb - NO. x3136 yn�. A P ip, q DRAWING: LOUVER SCHEDULE MECHANICAL PUMP SCHEDULE MANUFACTURER DBF-1 COOLING DBF-2 FANTECH SYMBOL MANUFACTURER AIRFLOW INLET/OUTLET FREE AREA WIDTH HEIGHT PD FLA V/PH/HZ HP (AMPS) SYMBOL MANUFACTURER MODEL SERVICE (CFM) VELOCITY (FPM) (SQ. FT.) (IN.) (IN.) (IN. WG) REMARKS MODEL 0010 L-1 GREENHECK ESJ-150 KITCHEN/ TOILET 450 803 0.56 18 12 0.1 1-0 1/10 L-2 GREENHECK ESJ-150 OUTDOOR AIR 100 435 0.23 10 10 0.03 1-4,6 3' - 5 5/16" L-3 GREENHECK ESJ-150 OUTDOOR AIR 200 555 0.36 12 12 0.04 1-4,6 INLINE L-4 GREENHECK ESJ-150 TOILET 200 555 0.36 12 12 0.04 -0 1,5,6 REMARKS: INLINE CRAWLSPACE 120 CFM 0.20 in-wg 1590 120V- 1 1. PROVIDE WITH BIRD SCREEN V- 13/8' V - 9 7/16" 0'-77/8- 14 1-3,6,7 2. LOUVER COLOR TO BE SPECIFIED BY ARCHITECT 3. PROVIDE ALL INTAKE DUCT CONNECTIONS WITH MOTORIZED DAMPER INTERLOCKED WITH FAN OPERATION. 2 -PIPE FAN COIL UNIT SCHEDULE (DX & ELECTRIC) 4. SEAL LOUVER PERIMETER WITH SILICONE CAULKING MATCHING EXTERIOR MASONRY COLOR. 5. SPLIT LOUVER PLENUM BOX BETWEEN DRYER AND TOILET EXHAUST I KITCHEN AND TOILET EXHAUST HEATING DATA ELECTRICAL DATA 6. PROVIDE WITH CUSTOM LOUVER SHAPE/ SIZE BY ARCHITECT TOTAL COOLING SENSIBLE COOLING EAT NO. I ISSUE/DESCRIPTION FILING PROJECT: DATE: 06.02.2017 PRIVATE RESIDENCE N 170 PLEASANT STREET SOUTH YARMOUTH, MA02664 DESIGNER: CONSULTING ENGINEERING SERVICES 216 EAST 45TH STREET NEW YORK, NY 10017 646 961 3999 ARCHITECT: ACHESON DOYLE PARTNERS ARCHITECTS, P.C. 44 WEST 18th STREET NEW YORK, NY 10011 212 414-4500 FAX: 212 229-3819 info@adparchitects.com DRAWING TITLE: MECHANICAL SCHEDULES ARCHITECT'S PROJECT NUMBER: 51607.00 SCALE: AS NOTED DATE: 6/1/17 DRAWN BY: CHECKED BY: SEAL: DRAWING NUMBER: ,�►►�i1 I sEtIS• M-400.00 SEtJATRO � ► �o Mic lb - NO. x3136 yn�. A P ip, q DRAWING: VRF HEAT PUMP SCHEDULE MECHANICAL PUMP SCHEDULE MANUFACTURER DBF-1 COOLING DBF-2 FANTECH SYMBOL MANUFACTURER MODEL FLOW WPD SERVICE TYPE RATE (HD FT) ELECTRICAL DATA PHASE WEIGHT REMARKS FLA V/PH/HZ HP (AMPS) MP -1 TACO MODEL 0011 RADIANT FLOOR MANIFOLDS INLINE 9 GPM 10 120/1/60 1/8 1.76 12 LBS 1-7 HWP-2 TACO MODEL 0010 RADIATORS INLINE 3 GPM 8 120/1/60 1/8 1.76 12 LBS 1-7 DHWP-1 TACO MODEL 0012 DOMESTIC HOT WATER LOOP INLINE 20 GPM 5 120/1/60 1/10 1.4 12 LBS 1-7 NO. I ISSUE/DESCRIPTION FILING PROJECT: DATE: 06.02.2017 PRIVATE RESIDENCE N 170 PLEASANT STREET SOUTH YARMOUTH, MA02664 DESIGNER: CONSULTING ENGINEERING SERVICES 216 EAST 45TH STREET NEW YORK, NY 10017 646 961 3999 ARCHITECT: ACHESON DOYLE PARTNERS ARCHITECTS, P.C. 44 WEST 18th STREET NEW YORK, NY 10011 212 414-4500 FAX: 212 229-3819 info@adparchitects.com DRAWING TITLE: MECHANICAL SCHEDULES ARCHITECT'S PROJECT NUMBER: 51607.00 SCALE: AS NOTED DATE: 6/1/17 DRAWN BY: CHECKED BY: SEAL: DRAWING NUMBER: ,�►►�i1 I sEtIS• M-400.00 SEtJATRO � ► �o Mic lb - NO. x3136 yn�. A P ip, q DRAWING: VRF HEAT PUMP SCHEDULE SYMBOL MANUFACTURER DBF-1 COOLING DBF-2 FANTECH ELECTRICAL DATA PHYSICAL DATA TX -1 PANASONIC VOLTAGE PHASE MCA DISCJFUSE LENGTH WIDTH HEIGHT WEIGHT SYMBOL MANUFACTURE I R MODEL SERVING CAPACITY SEER SOUND LEVEL REMARKS CU -1 MITSUBISHI PUMY-P60NKMU1-BS AHU-1-1, AHU-EL-1, AHU-2-1 60000.0 BhA 17 240 V 1 36 A 60 1' -1" T- 5 5/16" 4'- 411/16" 287 58 1-9 CU -2 MITSUBISHI PUMP P60NKMU1-BS AHU-1-2, AHU-1-3, AHU-2-2, 60000.0 Btu/h 17 240 V 1 36 A 60 11-1. 3' - 5 5/16" 4'- 411/16" 287 58 1-9 0.7 A 20 V - 0" AHU-2-3 20 1-3,6,7 SO -80 -VG INLINE KITCHEN 350 CFM 0.35 in-wg 1688 120 V 1 2.6 A 20 NO. I ISSUE/DESCRIPTION FILING PROJECT: DATE: 06.02.2017 PRIVATE RESIDENCE N 170 PLEASANT STREET SOUTH YARMOUTH, MA02664 DESIGNER: CONSULTING ENGINEERING SERVICES 216 EAST 45TH STREET NEW YORK, NY 10017 646 961 3999 ARCHITECT: ACHESON DOYLE PARTNERS ARCHITECTS, P.C. 44 WEST 18th STREET NEW YORK, NY 10011 212 414-4500 FAX: 212 229-3819 info@adparchitects.com DRAWING TITLE: MECHANICAL SCHEDULES ARCHITECT'S PROJECT NUMBER: 51607.00 SCALE: AS NOTED DATE: 6/1/17 DRAWN BY: CHECKED BY: SEAL: DRAWING NUMBER: ,�►►�i1 I sEtIS• M-400.00 SEtJATRO � ► �o Mic lb - NO. x3136 yn�. A P ip, q DRAWING: SYMBOL MANUFACTURER DBF-1 FANTECH DBF-2 FANTECH KEF-1 GREENHECK TX -1 PANASONIC SYMBOL MANUFACTURER MODEL AIRFLOW ESP (in w AHU-1-1 Mitsubishi PEFY-P30NMAU-E 742 CFM 0.40 in -w AHU-1-2 Mitsubishi PEFY-P24NMAU-E 742 CFM 0.14 in -w AHU-1-3 AHU-2-1 AHU-2-2 AHU-2-3 ' AHU-EL-1 Mitsubishi Mitsubishi Mitsubishi Mitsubishi Mitsubishi PEFY-P15NMAU-E PEFY-P18NMAU-E PEFY-P18NMAU-E PEFY-P15NMAU-E PKFY P12NHMU-E 353 CFM 424 CFM 424 CFM 353 CFM 370 CFM 0.14 in -w 0.14 in -w 0.14 in -w 0.14 in -w 0.00 in -w NO. I ISSUE/DESCRIPTION FILING PROJECT: DATE: 06.02.2017 PRIVATE RESIDENCE N 170 PLEASANT STREET SOUTH YARMOUTH, MA02664 DESIGNER: CONSULTING ENGINEERING SERVICES 216 EAST 45TH STREET NEW YORK, NY 10017 646 961 3999 ARCHITECT: ACHESON DOYLE PARTNERS ARCHITECTS, P.C. 44 WEST 18th STREET NEW YORK, NY 10011 212 414-4500 FAX: 212 229-3819 info@adparchitects.com DRAWING TITLE: MECHANICAL SCHEDULES ARCHITECT'S PROJECT NUMBER: 51607.00 SCALE: AS NOTED DATE: 6/1/17 DRAWN BY: CHECKED BY: SEAL: DRAWING NUMBER: ,�►►�i1 I sEtIS• M-400.00 SEtJATRO � ► �o Mic lb - NO. x3136 yn�. A P ip, q DRAWING: FAN SCHEDULE EXTERNAL STATIC ELECTRICAL DATA PHSYICAL DATA MODEL TYPE LOCATION AIRFLOW (CFM) PRESSURE (INCHES FAN SPEED WG) I (RPM) VOLTAGE PHASE FLA DISC./FUSE LENGTH WIDTH HEIGHT WEIGHT REMARKS DBF4XLT INLINE LAUNDRY 230 CFM 0.40 in-wg 2700 120 V 1 0.7 A 20 V - 0" V-0" V - 9 3/4' 20 1-3,6,7 DBF4XLT INLINE LAUNDRY 230 CFM 0.40 in-wg 2700 120 V 1 0.7 A 20 V - 0" V-0. V - 9 3/4' 20 1-3,6,7 SO -80 -VG INLINE KITCHEN 350 CFM 0.35 in-wg 1688 120 V 1 2.6 A 20 l'- 3" l'- 3" 1' - 3' 14 1,2,4-7 FV-10NLF1 INLINE CRAWLSPACE 120 CFM 0.20 in-wg 1590 120V- 1 0.3 A 20 V- 13/8' V - 9 7/16" 0'-77/8- 14 1-3,6,7 2 -PIPE FAN COIL UNIT SCHEDULE (DX & ELECTRIC) COOLING DATA HEATING DATA ELECTRICAL DATA PHYSICAL DATA TOTAL COOLING SENSIBLE COOLING EAT LAT HEATING WB CAPACTIY VOLTAGE PHASE FLA DISCJFUSE LENGTH WIDTH HEIGHT WEIGHT (LBS) REMARKS CAPACITY 30000.0 Btu/h CAPACITY 22500.0 Btu/h DB 75 "F WB 63 "F 54 "F 34000.0 Btu/h 240 V 1 1.3 A 20 7-4 7/8" 3' - 7 5/16" V - 9 7/8' 67 1-3,5 10 24000.0 Btu/h 18000.0 Btu/h 75 'F 63 "F r55*F 54 "F 27000.0 Btu/h 240 V 1 1.2 A 20 2' - 4 7/8' 3' - 75/16' 0' - 9 7/8' 67 1-10 15000.0 Btu/h 11250.0 Btu/h 75 "F 63 "F 54 "F 17000.0 Btu/h 240 V 1 0.7 A 20 2'-47/8" 2' -117/16'0' - 9 7/8' S8 1-3,510 18000.0 Btu/h 13500.0 Btu/h 75 "F 63 "F 54 "F 20000.0 Btu/h 240 V 1 0.8 A 20 Z-47/8" 2'-11 7/16" 0' - 9 718' S8 1-3,510 18000.0 Btu/h 13500.0 Btu/h 75 "F 63 "F 55 "F 54 "F 20000.0 Btu/h 240 V 1 0.8 A 20 Z-47/8" 2' -11 7/16" 0' - 9 7/8" 58 1-0,5-10 15000.0 Bhilti 11250.0 BbA 75 "F 63 "F 55 'F 54 "F 17000.0 Btu/h 240 V 1 0.7 A 20 2' - 4 7/8" Z -11 7/16" 0' - 9 7/8" 58 1-0,5-10 12000.0 Btu/h 9000.0 Btulh 80 "F 67 "F '% "F 54 "F 13500.0 Btu/h 240 V 1 0.3 A 15A 2'- 11 5/16" V - 9 3/4" V -11 9/16' 29 1-3,5-10 NO. I ISSUE/DESCRIPTION FILING PROJECT: DATE: 06.02.2017 PRIVATE RESIDENCE N 170 PLEASANT STREET SOUTH YARMOUTH, MA02664 DESIGNER: CONSULTING ENGINEERING SERVICES 216 EAST 45TH STREET NEW YORK, NY 10017 646 961 3999 ARCHITECT: ACHESON DOYLE PARTNERS ARCHITECTS, P.C. 44 WEST 18th STREET NEW YORK, NY 10011 212 414-4500 FAX: 212 229-3819 info@adparchitects.com DRAWING TITLE: MECHANICAL SCHEDULES ARCHITECT'S PROJECT NUMBER: 51607.00 SCALE: AS NOTED DATE: 6/1/17 DRAWN BY: CHECKED BY: SEAL: DRAWING NUMBER: ,�►►�i1 I sEtIS• M-400.00 SEtJATRO � ► �o Mic lb - NO. x3136 yn�. A P ip, q DRAWING: PLUMBING NOTES 1. PLUMBING BRANCH ISOLATION VALVES TO BE PROVIDED BY CONTRACTOR AND SHALL BE LOCATED IN PLUMBING RISER CHASES AND ARE TO REMAIN ACCESSIBLE. 2. THE CONTRACTOR SHALL NOT REMOVE, DISCONNECT OR OPEN ANY VALVES, PIPING OR ANY OTHER GAS DEVICE THAT CAUSES A LOSS OF PRESSURE IN THE MAIN BUILDING GAS RISER. 3. CONTRACTOR TO PROVIDE ALL NEW WASTE, COLD WATER, HOT WATER, HOT WATER RECIRCULATION, STEAM,CONDENSATE AND VENT PIPE WITH SHUT OFF VALVES AT EACH FIXTURE AND BRANCH BACK TO THE BUILDING STACKS AND RISERS. NO NEW WATER OR GAS PIPING SHALL BE PERMITTED TO BE ROUTED IN THE FLOOR OR EXTERIOR WALL ASSEMBLIES UNLESS CALLED OUT FOR ON DRAWINGS. 4. CONTRACTOR TO REPLACE ALL LOCAL RISER SHUT-OFF VALVES. COORDINATE BUILDING WATER SHUT -DOWN PERIODS AND VALVE SPECIFICATION WITH BUILDING SUPERVISOR. ALL FINAL VALVE LOCATIONS AND ORIENTATION SHALL BE COORDINATED WITH ACCESS PANEL LOCATIONS AND THE ARCHITECT AND BUILDING SUPERVISOR. 5. NO BUILDING PIPING MAY BE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF THE BUILDING MANAGEMENT. 6. CHANNELING OR CUTTING OF THE STRUCTURAL SLAB IS NOT PERMITTED BESIDES IN THOSE AREAS SPECIFICALLY DESIGNATED ON THE DRAWINGS. 7. SELF REGULATING TEMPERATURE MAINTENANCE CABLE SHALL BE PROVIDED FOR ALL HOT WATER PIPING RUNS INSTALLED WITH A TOTAL DEVELOPED LENGTH LONGER THAN 20' TO THE MOST REMOTE FIXTURE. TEMPERATURE MAINTENANCE CABLE SHALL BE THERMON MODEL HSX 2120-2,208 VAC, 120"F NOMINAL TEMPERATURE. PROVIDE THERMON POWERSNAP 1, TEESNAP AND SPLICESNAP CONNECTORS AS NEEDED TO INSTALL HEAT TRACE CABLE PER MANUFACTURER'S REQUIREMENTS. PROVIDE PIPE INSULATION PER PLUMBING SPECIFICATIONS EXCEPT THAT INSULATION THICKNESS SHALL BE AS FOLLOWS: A. NOMINAL PIPE SIZE VOR LESS, MINIMUM INSULATION THICKNESS V B. NOMINAL PIPE SIZE 1 V..- TO Y, MINIMUM INSULATION THICKNESS 1 VT C. NOMINAL PIPE SIZE 2'/' TO 4% MINIMUM INSULATION THICKNESS 2- D. TO ACCOMMODATE THE HEATING CABLE ON PIPING THAT IS 1 '/.' OF LESS IN DIAMETER, THE THERMAL INSULATION SHALL BE ONE LINE SIZE LARGER THAN THE NOMINAL PIPE DIAMETER. E. SELF-REGULATING CABLE MUST BE DESIGNED AND SPECIFICALLY APPROVED FOR MAINTAINING HOT WATER. 8. CABLES USED FOR FREEZE PROTECTION OF WATER LINES WILL NOT BE ALLOWED. REFER TO THE MANUFACTURER'S HOT WATER TEMPERATURE MAINTENANCE DESIGN GUIDE FOR DESIGN DETAILS, INSULATION REQUIREMENTS, MAXIMUM CIRCUIT LENGTHS AND ACCESSORY INFORMATION 9. WHERE NEW PLUMBING FIXTURES ARE INSTALLED, ALL NEW ROUGH -IN AND CONVENIENTLY LOCATED SHUT-OFF VALVES WILL BE EASILY ACCESSIBLE, THE UNIT OWNER SHALL BE RESPONSIBLE FOR LOCATING AND TESTING ALL PLUMBING SHUT-OFF VALVES, AND ALL BRANCH PLUMBING FROM THE RISER TO THE NEW FIXTURES MUST BE REPLACED BY THE UNIT OWNER NO PLUMBING OR HEATING RISERS MAY BE RELOCATED WITHOUT THE BUILDING MANAGEMENTS PRIOR APPROVAL, ENCLOSE OR OBSTRUCT ACCESS TO THE EXISTING HEAT OR WATER PIPES, VALVES OR OTHER EQUIPMENT NOT PRESENTLY ENCLOSED. IN ANY EVENT, WHETHER OR NOT APPROVAL IS GRANTED, THE BUILDING MANAGEMENT SHALL HAVE THE RIGHT TO REMOVE ANY IMPEDIMENTS TO ACCESS TO SUCH HEAT OR WATER PIPES, VALVES AND EQUIPMENT FOR THE PURPOSE OF REPAIR OR ANY OTHER PURPOSE, AND THE UNIT OWNER SHALL PAY ANY EXPENSES THE BUILDING MANAGEMENT MAY INCUR IN REMOVING THESE IMPEDIMENTS, AND SHALL ASSUME ALL COSTS OF RESTORING THE SAME. 10. PLUMBING CONTRACTOR SHALL DOCUMENT ALL RISER LOCATIONS, SIZES AND TAP SIZES AND SUBMIT TO THE ENGINEER FOR RECORD. 11. THE PROPOSED PLUMBING WORK WILL REQUIRE DRAIN DOWNS OF THE BUILDING WATER SYSTEMS. PLUMBING CONTRACTOR SHALL COORDINATE THIS WORK WITH THE BUILDING MANAGEMENT. 12. ALL WASHING MACHINES AND DISHWASHER SHALL HAVE CHECK VALVES INSTALLED ON THE WATER SUPPLY PIPING. 13. WHERE NEW PLUMBING FIXTURES OR GAS PIPING SYSTEMS ARE INSTALLED AND WHERE ANY PART OF ANY EXISTING PLUMBING FIXTURES OR GAS PIPING SYSTEM IS ALTERED, SUCH INSTALLATION OR ALTERATION SHALL BE SUBJECT TO A STATIC TEST OF NO LESS THAN 80 PSI AND THE PRESSURE SHALL BE HELD FOR A PERIOD OF AT LEAST ONE HOUR AND THE ARCHITECT AND ENGINEER SHALL WITNESS SUCH TEST AND PROVIDE A VERIFYING STATEMENT IN WRITING TO THE CORPORATION. 14. PROVIDE A 1/8" THICK STEEL PLATE IN FRONT OF ALL WALL -MOUNTED TOILET ASSEMBLIES FOR PROTECTION FROM DAMAGE. GAS DRYER NOTES 1. ALL WORK SHALL COMPLY WITH THE NEW YORK CITY MECHANICAL CODE SECTIONS MC 401.5.1, MC 401.5.2.4, MC 504 AND NEW YORK CITY FUEL GAS CODE SECTIONS FGC 303,304,305,306,613 & 614 2. EXHAUST AIR DISCHARGES SHALL BE AT LEAST 10 FEET ABOVE THE GROUND AND SHALL TERMINATE AT LEAST 10 FEET FROM ANY WINDOW IN A RESIDENTIAL PORTION OF THE SAME BUILDING. EXHAUST SYSTEM OPENINGS SHALL BE PROVIDED WITH VANES OR LOUVERS CONSTRUCTED SO AS TO DIRECT THE AIR AWAY FROM WINDOWS, OTHER OPENINGS, AND PEDESTRIANS. 3. WHERE A SOURCE OF CONTAMINANT IS LOCATED WITHIN 20 FEET OF AN INTAKE OPENING, SUCH OPENING SHALL BE LOCATED A MINIMUM OF 2 FEET BELOW THE CONTAMINANT SOURCE. 4. DRYERS SHALL BE EXHAUSTED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS_ DRYER EXHAUST SYSTEM SHALL BE INDEPENDENT OF ALL OTHER SYSTEMS AND SHALL CONVEY THE MOISTURE AND ANY PRODUCTS OF COMBUSTION TO THE OUTSIDE OF THE BUILDING_ 5. DUCTS THAT EXHAUST CLOTHES DRYERS SHALL NOT PENETRATE OR BE LOCATED WITHIN FIREBLOCKING, DRAFT STOPPING OR ANY WALL, FLOOR/CEILING OR OTHER ASSEMBLY REQUIRED BY THE NEW YORK CITY BUILDING CODE TO BE FIRE - RESISTANCE RATED, UNLESS THE DUCT IS CONSTRUCTED OF GALVANIZED STEEL OR ALUMINUM OF THE THICKNESS SPECIFIED IN TABLE 603.4 OF THE NEW YORK CITY MECHANICAL CODE AND THE FIRE -RESISTANCE RATING IS MAINTAINED IN ACCORDANCE WITH THE NEW YORK CITY BUILDING CODE. 6. EACH VERTICAL RISER SHALL BE PROVIDED WITH A MEANS FOR CLEANOUT. 7. EXHAUST DUCTS FOR GAS DRYERS SHALL BE CONSTRUCTED OF METAL AND SHALL HAVE A SMOOTH INTERIOR FINISH. THE EXHAUST DUCT SHALL BE A MINIMUM NOMINAL SIZE OF 4 INCHES IN DIAMETER. THE ENTIRE EXHAUST SYSTEM SHALL BE SUPPORTED AND SECURED IN PLACE. THE MALE END OF THE DUCT OVERLAPPED DUCT JOINTS SHALL EXTEND IN THE DIRECTION OF THE AIRFLOW. TRANSITION DUCTS USED TO CONNECT THE APPLIANCE TO THE EXHAUST DUCT SYSTEM SHALL BE METAL AND LIMITED TO A SINGLE LENGTH NOT TO EXCEED 8 FEET AND SHALL BE LISTED AND LABELED FOR THE APPLICATION 8. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 25 FEET FROM THE DRYER TO OUTLET TERMINAL THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45 DEGREE BEND AND 5 FEET FOR EACH 90 DEGREE BEND. 9. DRYERS SHALL BE TESTED IN ACCORDANCE WITH ANSI Z21.5.1 OR ANSI21.5.2 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTION. 10. DRYERS SHALL NOT BE LOCATED IN: SLEEPING ROOMS, BATHROOMS, TOILET ROOMS, STORAGE CLOSETS, SURGICAL ROOMS AND SHALL NOT BE INSTALLED IN A LOCATION WHERE SUBJECT TO PHYSICAL DAMAGE PLUMBING DEMOLITION GENERAL NOTES 1. THE PLUMBING CONTRACTOR SHALL REMOVE ALL PLUMBING FIXTURES, CARRIERS, TRIM, ACCESSORIES, EQUIPMENT, FLOOR DRAINS AND PIPING AS SHOWN OR INDICATED ON THE DRAWINGS. 2. ALL PIPING TO BE REMOVED SHALL BE REMOVED COMPLETELY OR AS OTHERWISE SHOWN OR INDICATED ON DRAWINGS. ALL PIPE HANGERS, SLEEVES, RISER CLAMPS, ETC. SHALL BE REMOVED COMPLETELY WITH PIPING. NO EXISTING HANGER SYSTEMS SHALL BE REUSED FOR NEW PIPING_ 3. ALL PIPING TO BE REMOVED SHALL BE REMOVED TO BELOW FLOOR, ABOVE CEILING OR IN WALLS BACK TO MAINS OR SHUT OFF VALVES AT MAINS AND PROPERLY CAPPED PER CODE WITHOUT LEAVING DEAD ENDED PIPING. 4. NO EQUIPMENT OR DEVICES THAT HAVE BEEN DISCONNECTED AND OR ABANDONED SHALL REMAIN. 5. ALL EXISTING PIPING AND EQUIPMENT SHOWN HAS BEEN TAKEN FROM THE BEST AVAILABLE EXISTING INFORMATION_ THE DRAWINGS ARE DIAGRAMMATIC AND ALL FIXTURES, PIPING, AND DEVICES MAY NOT BE SHOWN. THE INTENT OF THESE DRAWINGS IS THAT IN ALL AREAS OF RENOVATION THAT THEY ARE REMOVED, WHETHER OR NOT SHOWN (UNLESS INDICATED TO REMAIN). 6. THE PLUMBING CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH THE EXISTING SYSTEMS AND CONDITIONS IN AREAS OF RENOVATION. 7. ANY SYSTEMS OR EQUIPMENT TO REMAIN ACTIVE DURING RENOVATION SHALL BE KEPT IN OPERATION BY PROVIDING TEMPORARY PIPING CONNECTIONS AS REQUIRED UNTIL NEW SYSTEMS ARE INSTALLED AND OPERATIONAL 8. THE PLUMBING CONTRACTOR SHALL COORDINATE WITH THE OWNER, CM, AND OR GENERAL CONTRACTOR ANY AND ALL PHASING OF THE PLUMBING DEMOLITION WORK IN ORDER TO SATISFY THE CONSTRUCTION SCHEDULE AND OWNERS OCCUPANCY REQUIREMENTS. 9. THE PLUMBING CONTRACTOR SHALL ALSO REVIEW THE ARCHITECTURAL DEMOLFTON DRAWINGS AS PART OF THIS CONTRACT FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 10_ ALL SERVICE INTERUPTIONS SHALL BE COORDINATED AND APPROVED WITH THE OWNER A MINIMUM OF 5 DAYS IN ADVANCE PRIOR TO COMMENCEMENT OF ANY WORK. 11. THE PLUMBING CONTRACTOR SHALL COORDINATE HIS DEMOLITION WORK WITH THAT OF OTHER TRADES IN ORDER TO AVOID CONFLICTS. 12. ANY FIXTURE OR EQUIPMENT TO BE REMOVED AND REUSED OR RETURNED TO OWNER AT OWNERS REQUEST OR AS INDICATED ON DRAWINGS SHALL BE CAREFULLY REMOVED AND STORED TO PREVENT DAMAGE. PLUMBING SYMBOL LEGEND SYMBOL DESCRIPTION I� GATE VALVE 1V CHECK VALVE AHU AIR HANDLING UNIT BTU BALL VALVE w� M CONDENSATE DRAIN CFH BALANCING VALVE CI CAST IRON Dq GLOBE VALVE CW BUTTERFLY VALVE DN DOWN DSN PLUG VALVE DW OS&Y VALVE ET FLOOR DRAIN/ FLOOR SINK/ AREA DRAIN (� PRESSURE REGULATOR GM- GAS METER ® TRAP PRIMER L_1 FIXTURE TYPE 7© THERMOMETER FGCO PRESSURE GAUGE ® CONNECT NEW TO EXISTING GPM WATER HAMMER ARRESTOR 0 BACKWATER VALVE N GATE VALVE IN ROAD CURB BOX ® ADA ACCESSIBLE FIXTURE 0 FLOOR CLEANOUT HWR HOSE BIB INT RELIEF VALVE INV ELEV DOUBLE CHECK VALVE ASSEMBLY IW REDUCED PRESSURE BACKFLOW Y PREVENTER MBH ASSEMBLY AND DRAIN IV STRAINER 0 ROOF / OVERFLOW DRAIN PCD INLINE PUMP PLUMBING ABBREVIATIONS ABBREVIATION DESCRIPTION AD ACCESS DOOR AFF ABOVE FINISHED FLOOR AHU AIR HANDLING UNIT BTU BRITISH THERMAL UNIT CD CONDENSATE DRAIN CFH CUBIC FEET PER HOUR CI CAST IRON CO CLEANOUT CW COLD WATER DN DOWN DSN DOWN SPOUT NOZZLE DW DIRECT WASTE ET EXPANSION TANK FCO FLOOR CLEANOUT FCU FAN COIL UNIT FLD FLOOR DRAIN FS FLOOR SINK FFE FINISHED FLOOR ELEVATION FGCO FINISHED GRADE CLEANOUT G GAS GPM GALLONS PER MINUTE GSV GAS SOLENOID VALVE GV GAS VENT HB HOSE BIBB HW HOT WATER HWR HOT WATER RECIRCULATION INT INTERCEPTOR INV ELEV INVERT ELEVATION IW INDIRECT WASTE LAV LAVATORY MBH THOUSAND BTU PER HOUR NG NATURAL GAS OD OVERFLOW DRAIN PCD PUMPED CONDENSATE DRAIN PRV PRESSURE REDUCING VALVE RD ROOF DRAIN RPBP REDUCED PRESSURE BACKFLOW PREVENTER RTU ROOF TOP UNIT SAN SANITARY ST STORM SST SECONDARY STORM TD TRENCH DRAIN TMV THERMOSTATIC MIXING VALVE TP TRAP PRIMER TYP TYPICAL V VENT VS VENT STACK VTR VENT THRU ROOF W WASTE WC WATER CLOSET WCO WALL CLEANOUT WHA WATER HAMMER ARRESTOR WHYD WALL HYDRANT YH YARD HYDRANT WATER HEATER SYMBOL MANUFACTURER MODEL NET BTUH FIRST HOUR RECOVERY (GAL) TANK VOL. (GAL) DOMESTIC CONNECTION HEIGHT DIAM. WEIGHT WH -1 TRIANGLE TUBE SMART 60 270,000 410 56 1 1/4"NPTM 72" 32" 190 LBS NO. I ISSUE/DESCRIPTION DATE: FILING 06.02.2017 PROJECT: PRIVATE RESIDENCE lCnN 170 PLEASANT STREET SOUTH YARMOUTH, MA02664 DESIGNER: CONSULTING ENGINEERING SERVICES 216 EAST 45TH STREET NEW YORK, NY 10017 646 961 3999 ARCHITECT: ACHESON DOYLE PARTNERS ARCHITECTS, P.C. 44 WEST 18th STREET NEW YORK, NY 10011 212 414-4500 FAX: 212 229-3819 info@odporchitects.com DRAWING TITLE: PLUMBING ABBREVIATIONS NOTES 8c SYMBOLS ARCHITECT'S PROJECT NUMBER: 51607.00 SCALE: AS NOTED DATE: 6/1 /17 DRAWN BY: CHECKED BY: SEAL: DRAWING NUMBER: .'`SN OFAI. 4, -4'T I !, MEC NATRO v AL �No. 53136 ,Aa'$ Fr;/�,��eC� P-001.00 DRAWING: PLUMBING PIPING SYMBOLS SYMBOL DESCRIPTION - - - - HOT WATER HOT WATER WITH HEAT TRACE COLD WATER STOVE - BOILER WASTE ABOVE GRADE FIRE PLACE G GAS PIPING ------------ VENT h - EXISTING TO NEW PIPING 358 90" ELBOW DOWN - 0 90" ELBOW UP --, PLUG VALVE DRAWING: BALL VALVE S WATER AUTO SHUTOFF SOLENOID VALVE WITH SENSOR PRECISION PLUMBING PRODUCTS MODEL PR -500 TRAP PRIMER 4 MECHANICAL TYPE WATER HAMMER ARRESTORS Ir, I PAN WITH LEAK DETECTOR I� CHECK VALVE OS&Y VALVE ATTIC 2" VENT 2" VENT 2" VENT 2" VENT 314" HW 3/4" HW 3/4" HW 3/4"M 1" CW 314" CW 3/4" CW 314" CW --TT-- CEILING JL 3" VTR FOR CONTINUATION OF CONDENSATE I PIPING TO UNITS REFER TO MECHANICAL r - PIPING PLANS ( 1 1/2" VENT 1-12" VENT 2" VENT I 3/4" HW i 3/4" HW ( 3/4" CW 3/4" CW - - - -)- f _ - - - _ _ 3/4� HWR 12" I I I 1 I 1 1/2" 2" VENT I I VENT i `1-2" VENT I I VENT 112" I I I VENT 314" j 1 I I i 2"� i &Cw I 1 1r i &Cw i 2"CVv 1" GOND f i l l i H&Cw 3/1' I H&CW I I I H&CWCW I I I I VENT j I I I I I i 1 1 i I 3. 1 112" I I 112" SECOND I FLOOR I 1 I 4 4" " 3" 4 OF I 1 NOTE CONTRACTOR TO PROVIDE CASING FOR ALL PORTIONS OF GAS LINES INSTALLED WITHIN A SOLID WALL OR PARTITION. NO UNIONS, FITTINGS, BUSHINGS, COMPRESSION COUPLINGS OR SWING JOINTS SHALL BE ALLOWED TO BE INSTALLED WITHIN SOLID WALLS, PARTISANS, OR FLOORS. CONTRACTOR REQUIRED TO PRESSURE TEST, ARRANGE FOR INSPECTION IN AN EFFORT TO DETERMINE MATERIALS, DESIGN, FABRICATION, AND THE INSTALLATION PRACTICES ARE GAS TIGHT AND MEET ALL REQUIREMENTS OF SECTION 404 OF THE NYC FUEL GAS CODE. IN CONCEALED LOCATIONS, WHERE GAS PIPING IS INSTALLED THROUGH HOLES OR NOTCHES IN STUDS, JOISTS, RAFTERS OR SIMILAR MEMBERS LESS THAN 1 1/2 INCHES FROM THE NEAREST EDGE OF THE MEMBER, THE PIPE SHALL BE PROTECTED BY STEEL SHIELD PLATES HAVING A MINIMUM THICKNESS OF NO. 16 GAGE. SHEILD PLATES SHALL COVER THE AREA OF THE PIPE WHERE THE MEMBER IS NOTCHED OR BORED AND SHALL EXTEND A MINIMUM OF 4 INCHES (102 MM) ABOVE SOLE PLATES, BELOW TOP PLATES AND TO EACH SIDE OF A STUD, JOIST OR RAFTER CEILING GAS LOAD INFORMATION EQUIPMENT GAS USAGE (MBH) COOKTOP 60 STOVE 26 BOILER 200 FIRE PLACE 40 10% SAFETY FACTOR 9 v A TOTAL LOAD 358 CRAWLSPACE GAS RISER "A" N.T.S. 3" VTR LGAS METER 1" GAS SERVICE FROM MAIN_ _R TO SITE PLAN FOR f INUATION 1 I FOR CONTINUATION OF CONDENSATE -L------------------ - - - - PIPING TO UNITS REFER TO MECHANICAL ,1,-11/2- PIPING PLANS VENT 1-1/2" VENT 2" VENT 2" VENT 2" VENT 2" VENT2" VE I 1/2" HW 1/2" HW 3/4" HW 3/4" HW 1/2" HW 3/4" 1/2" CW 1/2" CW 314" CW 3/4" CW 1" CW 1" CW L - - - - 3/4" HWR 3/4" HWR 3/4" HWR - 3/4" HWR 3/4" HWR 3/4"- R - r— I I 1 12" I 1 1 12" 1 VENT 2" VENT 1 1 VENT i/N2"r 2" VENT 1 1 3/4 VENT I I I &C,,, I I I &CW , I 12" I elm I 12" Ir/2CW"I h, 2" VENT I H&CW I i ( H&CW I I 3/4" HW I I I I I 1" CONDI j 1" CW I I I I I 112" I I 112" I I 11 1 I I I I II j 4" 4"4" 4" 4" 4" 4"� I j WATER 4" LAVATORY WATER I I WASHER LAVATORY WATER SHOWER LAVATORY WATER SHOWER III LAVATORY CLOSET SHOWER SHOWER CLOSET 4- �i I (VIEW) CLOSET CLOSET I FOR CONTINUATION OF I 2" VENT 2" VENT 2" VENT 2" VENT 2" VENT 2" VENT 2" VENT I 1 2" VENT 2" E 2' VEN 2" VENT VENT 2" VENT 2" VENT _ 13 " VE I 1 I CONDENSATE PIPING TO 314" HW 1"m 1" HW 1" HW I SAN 1-1/4" HW 1" HW 1" HW 1" HW V HW 3/4" HW �4 HW 3/4" HW • 1" HW 1' HW ; UNITS REFER TO 1" HW 1" HW 1" HW I"HW I-im CW I 1-12" CW 1-12" CW 1-1/4" CW l"HW 1-1/4" HW 1-1/4' CW 1-1/4" CW 1-1/4" CW 1-1/4" CW 1-1/4" CW 1" Cyy I I MECHANICAL PIPING PLANS I 1-1/4" CW 1-1/4" CW 1-1/4" CW 1-1/4" CIN _ _ _ 1 CW 1-1/4' CW 1-1/4" CW 1-1/4" CW - - - - - - - — 3/4' HWR - - - 3/4"- - - 3/4" HWR - - - 1-1/4" CW - - - - 1-12" CW - - 3/4' - 3/4"�IWR- - - 4'�IIKR- - - �- 3/4" HWR - - - -I �"-1�g- � I- - � r -f CEILING �------- ----- --- ----__ _--- -- ---� _ ----- -- _-----------�_- ---- --� _-- ---- - =I------------- -------- -----= -----------�----------_------------------�- ----- --_-- --- -- _---- ---_ -------- ----- -- --_--- -- -- J 3/4" I 314" 1 3/4" 1" C I 1" CW 1 2" CW I 3/4" C I ( 1" CW I 1" CW I 1" CW I 3/4" C I I 1 12" OUTDOOR TERRACE 1 H&CW I H&CW 1 H&CW I 3/4" HW 3/4" HW 3/4" HW 3/4" HW 3/4" HW 3/4" HW 3/4" HW I VENT 4" SAN ! 11/2" I 1 12" 4 I 1 1N ( I I �, 1 12" 2" VENT I 1 N ( I 1 1 3/4" I I I 1 1 112" I 2" VENT I 2"CW ! I NT I VENT I +--VENT 1-12" I 3/4" I I VENT I ! I VENT 1 3/4" I I H&CW I J112" I TVENT 1 1 3/4" I I 4� Iw► 12" CW VENT H&CW I /2"CW H&CW I � I 1 VENT I I IN--H&CW HOSE BIB 3/4" 3/4" 3/4" 12` CW I 1/2" i JE 12" 1 I 1 12• 2"Cyy I 3/4" I H&CW I H&CW I H&CW j I I H8�CW I 1 H&CW I I H&CW HOSE BIB I I I 1 CON I �, —1 12" I ( I 1 VENT I 1 12• I H&cw I H&cw I I DRAINABLE BALL 1 I VENT 2' FIRST FLOOR 2"1-2- y- I i SINK CRAWLSPACE JMBING RISER DIAGRAM .S. SINK DISHWASHER SINK DISHWASHER REF 2" --+ C.O. WH -1 B-1 VENT - I VALVES FOR EXTERIOR 3" ET -1-11 1 12' 1 12" I I H&CW PIPING 1 12" ( I FLD-1 SHOWER LAVATORY WATER CLOSET SINK WASHER (NEW) CARTRIDGE SEDIMENT WATER FILTERS, AQUA -PURE MODEL AP 802-1.5 SHOWER LAVATORY LAVATORY WATER TUB CLOSET PROPOSED 4" SANITARY SERVICE FROM THE STREET, 2" BACKFLOW PREVENTER SEE SITE PLAN. WATTS LF719 2" CW FILTER BY-PASS PROPOSED 1-12" DOMESTIC FROM THE STREET, SEE SITE 2'- PROPOSED ' NO. I ISSUE/DESCRIPTION: I DATE: FILING 06.02.2017 PROJECT: PRIVATE RESIDENCE N 170 PLEASANT STREET SOUTH YARMOUTH, MA02664 DESIGNER: CONSULTING ENGINEERING SERVICES 216 EAST 45TH STREET NEW YORK, NY 10017 646 961 3999 ARCHITECT: ACHESON DOYLE PARTNERS ARCHITECTS, P.C. 44 WEST 18th STREET NEW YORK, NY 10011 212 414-4500 FAX: 212 229-3819 info@adporchitects.com DRAWING TITLE: DOMESTIC WATER RISER DIAGRAM ARCHITECT'S PROJECT NUMBER: 51607.00 SCALE: AS NOTED DATE: 6/1/17 DRAWN BY: Author CHECKED BY: C hecker SEAL: DRAWING NUMBER: 1, (WA® ISI �, tH OF P— O O 00 Z MEC NATRO 11ANICAL m: v A No. 5313, lal !37 tREO ai4ti �� DRAWING: SERVICE PIPE. REFER TO SITE PLAN CONTINUATION "SANITARY SERVICE PIPE. REFER TO PLAN FOR CONTINUATION NITARY SERVICE PIPE. REFER TO PLAN FOR CONTINUATION 1 L KAVVL sr 1 /4" = 1'-0" N0. ISSUE/DESCRIPTION: DATE: FILING PROJECT: 06.02.2017 PRIVATE RESIDENCE N 170 PLEASANT STREET SOUTH YARMOUTH, MA02664 DESIGNER: CONSULTING ENGINEERING SERVICES 216 EAST 45TH STREET NEW YORK, NY 10017 646 961 3999 ARCHITECT: ACHESON DOYLE PARTNERS ARCHITECTS, P.C. 44 WEST 18th STREET NEW YORK, NY 10011 212 414-4500 FAX: 212 229-3819 info@odparchitects.com DRAWING TITLE: C RAWL SPAC E -PLUMBING ARCHITECT'S PROJECT NUMBER: 51607.00 SCALE: AS NOTED DATE: 6/1/17 DRAWN BY: SEAL: .- � 40 MECHANICAL m � NO. 53138 •�I��c�S�REa �;'o" CHECKED BY: DRAWING NUMBER: P-1 00.00 DRAWING: FREEZE PROOF HOSEBIB. PROVIDE FREEZE PROTECTION ON ALL EXTERIOR PIPING T FLOOR - PLUMBING I"= 1'-0" DRAINABLE BALL VALVES FOR H&CW OUTSIDE NO. I ISSUE/DESCRIPTION: ( DATE: FILING 06.02.2017 PROJECT: PRIVATE RESIDENCE N 170 PLEASANT STREET SOUTH YARMOUTH, MA02664 DESIGNER: CONSULTING ENGINEERING SERVICES 216 EAST 45TH STREET NEW YORK, NY 10017 646 961 3999 ARCHITECT: ACHESON DOYLE PARTNERS ARCHITECTS, P.C. 44 WEST 18th STREET NEW YORK, NY 10011 212 414-4500 FAX: 212 229-3819 info@adparchitects.com DRAWING TITLE: 1 ST FLOOR - PLUMBING ARCHITECT'S PROJECT NUMBER: 51607.00 SCALE: AS NOTED DATE: 6/1/17 DRAWN BY: Author CHECKED BY: C hecker SEAL: DRAWING NUMBER: `'►��� F M I A P-101.00 z SENATRO MECHANICAL cn 1011.- v NO. 53136 ► - y R��Al LE`��j,, I DRAWING: ATTIC- PLUMBING 1/4"= 1'-0" NO. ISSUE/DESCRIPTION: DATE: FILING 06.02.2017 PROJECT: PRIVATE PRIVATE RESIDENCE N 170 PLEASANT STREET SOUTH YARMOUTH, MA02664 DESIGNER: CONSULTING ENGINEERING SERVICES 216 EAST 45TH STREET NEW YORK, NY 10017 646 961 3999 ARCHITECT: ACHESON DOYLE PARTNERS ARCHITECTS, P.C. 44 WEST 18th STREET NEW YORK, NY 10011 212 414-4500 FAX: 212 229-3819 info@odparchitects.com DRAWING TITLE: ATTIC PLUMBING ARCHITECT'S PROJECT NUMBER: 51607.00 SCALE: AS NOTED DATE: 6/1 /17 DRAWN BY: Author CHECKED BY: C hecker SEAL: DRAWING NUMBER: �,�►AAA4 �aj� iH OFs". M P 103.00 MECHANICALm .4 v HANICAL __4 NO. Z ;'���G/sTER�� �Q.�- DRAWING: ROOF- PLUMBING 1/411 = 1'-0" LJ —3" VTR NO. ISSUE/DESCRIPTION: DATE: FILING 06.02.2017 PROJECT: PRIVATE RESIDENCE N 170 PLEASANT STREET SOUTH YARMOUTH, MAO2664 DESIGNER: CONSULTING ENGINEERING SERVICES 216 EAST 45TH STREET NEW YORK, NY 10017 646 961 3999 ARCHITECT: ACHESON DOYLE PARTNERS ARCHITECTS, P.C. 44 WEST 18th STREET NEW YORK, NY 10011 212 414-4500 FAX: 212 229-3819 info@adparchitects.com DRAWING TITLE: ROOF PLUMB ING ARCHITECT'S PROJECT NUMBER: 51607.00 SCALE: AS NOTED DATE: 6/1/17 DRAWN BY: Author CHECKED BY: C hecker SEAL: DRAWING NUMBER: ��,H OF M,0S �J 9�y,�i- .r S — P 104.00 o ME CHA ICAL y v NO. 53136 ti �- 'A�'$ ��'►� �'1d� DRAWING: i i L:---3" VTR i r I r t f > _ _ j ' ROOF- PLUMBING 1/411 = 1'-0" LJ —3" VTR NO. ISSUE/DESCRIPTION: DATE: FILING 06.02.2017 PROJECT: PRIVATE RESIDENCE N 170 PLEASANT STREET SOUTH YARMOUTH, MAO2664 DESIGNER: CONSULTING ENGINEERING SERVICES 216 EAST 45TH STREET NEW YORK, NY 10017 646 961 3999 ARCHITECT: ACHESON DOYLE PARTNERS ARCHITECTS, P.C. 44 WEST 18th STREET NEW YORK, NY 10011 212 414-4500 FAX: 212 229-3819 info@adparchitects.com DRAWING TITLE: ROOF PLUMB ING ARCHITECT'S PROJECT NUMBER: 51607.00 SCALE: AS NOTED DATE: 6/1/17 DRAWN BY: Author CHECKED BY: C hecker SEAL: DRAWING NUMBER: ��,H OF M,0S �J 9�y,�i- .r S — P 104.00 o ME CHA ICAL y v NO. 53136 ti �- 'A�'$ ��'►� �'1d� DRAWING: STEEL PIPE SLEEVE. SEE NOTES BELOW PACK VOID SPACE WITH FIRE STOPPING MATERIAL (3M CAULK CP25 OR EQUIVALENT) ESCUTCHEON. SEE NOTES BELOW REQUIRED CLEARANCE. SEE NOTES BELOW FIREPROOF CAULK (TYPICAL) FIRE -RATED MASONRY OR FIRE -RATED STUD PARTITION. SEE NOTES BELOW NOTES: 1. PIPE SLEEVES A. PIPE SLEEVES THROUGH FIRE -RATED MASONRY PARTITIONS OR FOUNDATION WALLS SHALL BE SCHEDULE 40 BLACK STEEL WITH MAXIMUM OF V2" CLEARANCE BETWEEN SLEEVE AND PIPE. SLEEVE SHALL BE EQUAL IN LENGTH TO DEPTH OF PARTITION OR WALL B. PIPE SLEEVES THROUGH FIRE -RATED STUD PARTITIONS SHALL BE #18 GAGE GALVANIZED STEEL WITH MAXIMUM OF 1" CLEARANCE BETWEEN SLEEVE AND PIPE. SLEEVE SHALL BE EQUAL IN LENGTH TO DEPTH OF PARTITION. 2. ESCUTCHEONS A- ESCUTCHEONS IN FINISHED SPACES SHALL BE ANODIZED ALUMINUM OR CHROME -PLATED BRASS. B. ESCUTCHEONS IN UNFINISHED SPACES SHALL BE PLAIN BRASS, ALUMINUM, GALVANIZED STEEL OR CAST IRON. C. ESCUTCHEONS SHALL BE HELD IN PLACE BY INTERNAL SPRING TENSION OR SETSCREW. PIPE PENETRATION OF FIRE RATED WALL N.T.S. HWR ----- -----------------I ---- HW OUTL (110"1 TM -1 THERF STATI( WATEI DOWN HOT %A PIPE T PROVI DIP TL AIR BL BOILEI SUPPL CONTI BOILEI RETUF CONTI WATEI VALVE 4" HOL BY OT INDIRECT WATER HEATER M&I T&PRV - PIPE FULL-SIZED DOWN TO 6" ABOVE FINISHED FLOOR (TYP) �--� CW INLET HOT DOMESTIC1 WATER SUPPLY PIPE HOT DOMESTIC WATER RECIRC PIPF DOMESTIC WATER SUPPLY PIPE `� �-6"MIN PIPE SPACING DETAIL (HOT WATER RECIRC) N.T.S. FAN COIL, REFER TO MECHANICAL PLANS FOR QUANTITY AND LOCATIONS 1"COND DRAIN ,,.,,—CONDENSATE SHALL BE PIPED TO BUILDING CONDENSATE RISERS. SEE MECHANICAL PLANS WATER TIGHT CONTAINMENT PAN NOTE:ALL MECHANICAL EQUIPMENT PRODUCING CLEAR WATER WASTE SHALL BE DRAINED ACCORDING TO THIS DETAIL. TYPICAL FAN COIL UNIT DETAIL N.T.S. TO GAS RISER APPROXIMATE HEIGHT OF GAS METER ASSEMBLY MAXIMUM ALLOWABLE--,,,,,, HEIGHT OF METER o MINIMUM ALLOWABLE HEIGHT OF METER GAS METER DETAIL N.T.S. FRONT VIEW GAS SHUTOFF VALVE /--TO APARTMENT �--CENTERLINE OF \ GAS PIPING' m 00 GAS METER �� J.FINISHED FLOOR_ TOP VIEW BACK WALL MINIMUM CLEARANCE a,—FROM BACK WALL GAS METER '—APPROXI TE DEPTH OF PIPE CENTERLINE TO FRONT OF METER WASHING MACHINE DETAIL N.T.S. WATTS INTELLIFLOW LEAK DETECTOR SHUT-OFF LOCATED BELOW LAUNDRY SINK (TYP. 2) RECESSED BOX MUST BE POSITIONED TO HAVE VALVES AND LEAK DETECTOR BE ACCESSIBLE & SHALL HAVE OPENING FOR DRAIN HOSE CONNECTION. LOCATED BELOW SINK CONNECT TO APARTMENT BRANCH PIPING DRAIN HOSE SHALL CONNECT INDIRECTLY TO WASTE SYSTEM THE WASHING MACHINE SUPPLY HOSES SHALL BE FLEXIBLE BRAIDED STAINLESS STEEL HOSE. WATTS NOTE: UPON DETECTION OF WATER, OR WHEN WASHING MACHINE IS NOT IN USE THE SOLENOIDS SHALL ACTIVATE AND SHUT OFF THE WATER SUPPLY TO THE WASHING MACHINE. CLOTHES WASHER SHALL BE LOCATED WITHIN A CURBED WATERPROOF STAINLESS STEEL WASHING MACHINE PAN. WHERE WASHER & DRYER ARE SIDE BY SIDE, PAN SHALL BE EXTEND UNDER DRYER. 2"CONTAINMENT PAN WITH WATER DETECTION SENSOR MASON VIBRATION ISOLATION PADS (TYPICAL FOR ALL CORNERS). NO. I ISSUE/DESCRIPTION: I DATE: FILING 06.02.2017 PROJECT: PRIVATE RESIDENCE N 170 PLEASANT STREET SOUTH YARMOUTH, MA02664 DESIGNER: CONSULTING ENGINEERING SERVICES 216 EAST 45TH STREET NEW YORK, NY 10017 646 961 3999 ARCHITECT: ACHESON DOYLE PARTNERS ARCHITECTS, P.C. 44 WEST 18th STREET NEW YORK, NY 10011 212 414-4500 FAX: 212 229-3819 info@adparchitects.com DRAWING TITLE: PLUMBING DETAILS ARCHITECT'S PROJECT NUMBER: 51607.00 SCALE: AS NOTED DATE: 6/1/17 DRAWN BY: CHECKED BY: SEAL: ►��,H OFA v MECHANICAL rn-1 A N0. 53136 c., � .,r� VG l r Y111 DRAWING NUMBER: P-300.00 DRAWING: DD_D\/ L PV Riser Diagram N.T.S. KEYNOTES /1-) ENPHASE BRANCH TERMINATOR INVERTER SCHEDULE 201L. 'VERSION QTY. MANUFACTURER OUTPUT OUTPUT MPPTV WARRANTY Isc CUirBIJTt' TO MTHS-AND 46 CURRENT POWER 40.9V 33.6V 9.53A 46 ENPHASE M250 1.0A 25OW 27-39V 25 YEARS INVERTERS MEET UL1741 STANDARD AND PROVIDES AUTOMATIC DISCONNECTASOLATION FROM UTILITY COMPANY WHEN UTILITY POWER IS LOST. PHOTOVOLTAIC MODULE SCHEDULE 201L. 'VERSION QTY. MANUFACTURER Pmax(STC) Voc Vmp Imp Isc CUirBIJTt' TO MTHS-AND 46 LG PART#LG320N1GG4 32OW 40.9V 33.6V 9.53A 10.05A GENERAL NOTES 201L. 'VERSION 1. MODULE ATTRIBUTES SOLAR WORLD 300 WATT: CTI-E-WSE A DIMENSIONS:64.57' X 39.37' X 1.57' NOTED. B. WEIGHT: 37.48 LBS AND -DE C. EFFICIENCY: 19.5% CUirBIJTt' TO MTHS-AND 2. TOTAL SYSTEM INCLUDES (46) 320W MODULES FOR A TOTAL SYSTEM z --RV WATTAGE OF 14,720W (STC). PHOTOVOLTAIC SYSTEM LABELING CHART _AAE_ a I.T'T1 11 Z"1i VVII11 Idol .Y a 6 %a ,/l 1r — 9— — 1 1 1( — 1 DO N OT TO UC H TERMI MALS ERMINALS ON DOT" LINE AND )AD SIDES MAY BE ENERGIZED IN TiTi DPEN POSMON VOLTAGE IS ALWAYS PRESENT wummcnl b unnlIll PIA NEC E90 5L- &- NEC 694.1 s(C' A-WAKIlmlimG." TURN OFF PHOTOVOLTAIC AC DISCONNECT PRIOR TO WORKING INSIDE PANEL P.17—0.27(C'& OSI A 191-.;_14f f)%- ' 1T10N: SOLAR ELECTRIC SYSTEM CONNECTED a N=C E9C.15 & N=C 690.13(0; -AWARNEKltj ELECTRICAL SHOCK HAZARD IF A GROUND FAULT IS INDICATED NORMALLY GROUNDED CONDUCTORS MAYBE U4GROUNDED AND ENERGIZED FTERMAW AK 11"G "I INALS ICAL SHOCK HAZARD T TOUCH TERMINALS ON BOTH LINE AND DES MAY BE ENERGIZHE OPEN POSITION NE -1 Gx0.•7(=) WARM! INVERTER OUTP11T CC}NI'it"CTiarl. no NnT I RELOCATE THIS OVERCURRENT,DEViC£ N C , WARNING DUAL POWER SOURCE SECOND SOURCE IS PHOTOVOLTAIC SYSTEM NI_:;r�x�.•z, }t�' & r:Lc 69-, U4 IMA Pm _' ELECTRICAL SHOCK HAZARD IF A GROUND FAULT IS INDICATED NCRMALLY GROUNDED CONDUCTORS MAY BE UVGROUNDED AND ENERGIZED IL womommmoo i NEC -3.21(3 201L. 'VERSION AND ANSI 7:,35.- JKL=SS CTI-E-WSE NOTED. k— XED AND -DE OF AD=OUA-= CUirBIJTt' TO MTHS-AND AND z --RV ".'E THE NO. I ISSUE/DESCRIPTION: I DATE: FILING 06.02.2017 PROJECT: PRIVATE RESIDENCE N 170 PLEASANT STREET SOUTH YARMOUTH, MA02664 DESIGNER: CONSULTING ENGINEERING SERVICES 216 EAST 45TH STREET NEW YORK, NY 10017 646 961 3999 ARCHITECT: ACHESON DOYLE PARTNERS ARCHITECTS, P.C. 44 WEST 18th STREET NEW YORK, NY 10011 212 414-4500 FAX: 212 229-3819 info@adparchitects.com DRAWING TITLE: PV RISER DIAGRAM ARCHITECT'S PROJECT NUMBER: 51607.00 SCALE: AS NOTED DATE: 6/1/17 DRAWN BY: AOK CHECKED BY: GVK SEAL: ,sII,iil A,4� of MASSq 4 9 � C. 0J N0, 47 ,4� �ki� DRAWING NUMBER: PV -002.00 DRAWING: PAVEMENT HIGH VOLTAGE CONDUIT, LIGHTING CIRCUIT, ELECTRICAL FEEDER OR CONCRETE DUCTWORK 24' BELOW GRADE 1' MINIMUM SAW CUT IN PAVEMENT. PATCH TO MATCH EXISTING SURROUNDING PAVEMENT CONSTRUCTION AFTER INSTALLATION OF FEEDER, CONDUIT OR DUCTBANK. IF GRASS IS ENCOUNTERED, REGRADE, REPAIR, AND RESEED TO MATCH SURROUNDINGS. PLASTIC WARNING TAPE TO READ "DANGER BURIED HIGH VOLTAGE FEEDER". COMPACTED BACKFILL IN 6" LIFTS SAND BEDDING 6" MINIMUM COVER ON ALL SIDES WARNING - UNDERGROUND UTILITIES THE CONTRACTOR IS TO BE FULLY RESPONSIBLE FOR CONTACTING THE LOCAL CABLE TELEVISION COMPANY, POWER COMPANY, TELEPHONE COMPANY, GAS COMPANY, WATER AND SEWER COMPANY AND ANY OTHER UTILITY COMPANY WITHIN THE AREA PRIOR TO PROCEEDING WITH ANY EXCAVATION. BY LAW, THE CONTRACTOR IS REQUIRED TO CALL BEFORE DOING ANY EXCAVATION, DIGGING HOLES OR DRIVING POSTS REGARDLESS OF WHETHER IT IS WITHIN THE STREET LINE OR ON PRIVATE PROPERTY. OBTAIN INFORMATION REGARDING THE EXISTENCE AND LOCATION OF ANY UNDERGROUND FACILITIES BY CALLING 1-800-922-4455 TYPICAL TRENCH DETAIL N.T.S. FINISHED GRADE--/ MIN. 6" OF COVER I n 10 .4 BARE COPPER IN C hecke 1'0 NONMETALLIC 49 CONDUIT TO EXOTHERMIC SERVICE MOLECULAR WELD ENTRANCE (TYP) TO SERVICE ENTRANCE 10' X 3/4" COPPER CLAD----/ GROUND ROD 2 EXTERNAL BUILDING GROUND GRID DETAIL COTTAGE AND STORAGE) N.T.S. FINISHED EXOTHERMIC MOLECULAR WELD IV X 314" COPPER CLAD GROUND ROD (TYPICAL OF EXTERNAL BUILDING GROUND GRID DETAIL N.T.S. MIN. 8" OF #110 BARE COPPER— GROUND CONDUCTOR (TYPICAL) HOUS LIGHTNING PROTECTION BONDING CONDUCTOR SIZED AND PROVIDED BY LIGHTNING PROTECTION CONTRACTOR) MIN. 6" OF COVER L #1/0 BARE COPPER IN 1"0 NONMETALLIC CONDUIT TO SERVICE ENTRANCE TO ENTRANCE PROVIDE EXOTHERMIC WELDED CONNECTION TO GROUNDING ELECTRODE CONDUCTOR, BY DIV. 16 COORDINATE WITH LIGHTNING PROTECTION CONTRACTOR f S 7 o 5 6'0 0 E 7 — ---------- — — — — -------------- 6 99-.3-0- TO M. L W U0 --------------- ---------------- F ---------- ------ I / ------------------ ------- ------- 71 0 B EXI`�TING - r Sl--70RAGE TERMINATE CONDUITS OUTSIDE_ —TERMINATE CONDUITS OUTSIDE ----------------------- ------------ OF THE EXISTING BUILDING FOR ------------ OF THE EXISTING BUILDING FOR C 0 FUTURE USE. PROVIDE (2) FUTURE USE. PROVIDE (2) 24"X24" GROUND BOXES. ---------------- 24"X24" GROUND BOXES.\\ -,'Z F F L R <A---- (2) 2' (EA) CONDUITS TO --PROPG---ED-.-S- EXISTING COTTAGE AND z STORAGE HOUSE G DWELLN, TOPF11.6 PROPOSED SANITARY SANITARY EXISTING GRAVELLESS IR 1 2° 9� RY TO CONINUE TO 0 1"PROPOSED PROVIDE (2) 2- CONDUITS i LEACHING SYSTEM GAS SERVICE FOR PHONE AND (2) 2- -W"PROPOSED DOMESTIC WATER CONDUITS FOR CATV Zz --l-117 PROPOSED DOMESTIC WATER FROM STREET. COORDINATE WITH LOCAL UTILITIES ON CONNECTION LOCATION. GAS __j //METER Z (2) 4- CONDUITS SECONDARY FEEDERS INTO REFRIGERANT LIQUID AND SUCTION PIPING i -MAIN HOUSE FROM CONDENSING UNITS TO MAIN HOUSE. EXISTING UTILITY POLE — — -- — - ------------------- REFER TO M-203 FOR CONTINUTATION. j-) bl f7SANrr (2) CONDUITS PRIMARY ELECTRIC. REFER TO 7 �� _ _ - '' ELECTRIC RISER FOR FEEDER INFO. )4 T 5 3 E''\--� WATER FIXTURE COUNI T� HW FIXTURE UNITS: 27 C hecke CW FIXTURE UNITS: 49 I DRAWING NUMBER: TOTAL FIXTURE UNITS: 65 500 -Oz''+ To M.1art` ---- --- - - SITE PLAN 3/32"= 11-0" NO. ISSUE/DESCRIPTION: I DATE: FILING 06.02.2017 PROJECT: PRIVATE -RESIDENCE (�n N 170 PLEASANT STREET SOUTH YARMOUTH, MA026( DESIGNER: CONSULTING ENGINEERING SERVICES 216 EAST 45TH STREET NEW YORK, NY 10017 646 961 3999 ARCHITECT: ACHESON DOYLE PARTNERS ARCHITECTS, P.C. 44 WEST 18th STREET NEW YORK, NY 10011 212 414-4500 FAX: 212 229-3819 infoOodporchitects.com DRAWING TITLE: SITE PLAN ARCHITECT'S PROJECT NUMBER: 51607.00 SCALE: AS NOTED DATE: 6/1/17 DRAWN BY: Author CHECKED BY: C hecke I DRAWING NUMBER: SEAL: 0,"'AA44 OF hf.4 0 yi �A 0 N0.47551 �: A A, A 'a/s A� .. 511; ripIrry'vIll SU -100.( DRAWING: