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HomeMy WebLinkAboutBLD-20-4687Hydraulic Informatii Remote Area 19083 -� OCCUPANCYCLASSIFICATION OrdinaryGi DENSITY (gpm/ft') 0.20 for 160 TOTAL HOSE STREAMS 250.00 TOTAL HEADS FLOWING 15 K-FACTOR 5.6 TOTAL WATER RE�UIRED 628.25 TOTAL PRESSURE REQUIRED 56,252 BASE of RISER (gpm) 628.25 BASE of RISER (psi) 56.252 SAFETY MARGIN (pai) +10.478 (15 STAINLESS STEEL FLEXIBLE HOSE r� INLET NIPPLE (1" MP� I r� „ COLLAR — �s` _� �� NUT _ � ,�,�>. .� � � REDUCING OUTLET--- -- ` \j9.1 �--�� CENTER BRACKETASSEMBLY —�, �, \ � ._.��- – � I I ' > ____ DROP CEILING TILE — � OR WALL co��,R � \�-- MIN. RADIUS PER FM=7" MIN. RADIUS PER UL=2" i_.:. ._ �.\ � � \ ��— PENDENTOR SIDEWALL SPRINKLER HEAD BRANCHLINE .:, ., � ._ FOR SMALL NONCONTINUOUS OBSTRUCTiONS (LIGHTS� �D� PLAN VIEW , , � -: ; = �� � � . _� � SPRINKLER � ' __ `-'� CEILING � � �e. �� C � ,c A A_ � � � _ �__f „' � � ��; l_� �—A C � ", ._—�_., � ' '- I .. _rD�.. STANDARD SPRINKLERS A> 3C OR 3D (WHICH EVER IS GREATER) i MAXIMUM OF 24" �� � _ --_ - -- -- CEII,ING - � - - i I � � //� � n A i B—. � B' � L66STFiAN f 0" i 0^ - SPRINKLER -• � 1'-0" TO 1'-6" 3y"__ .. . . _ A ► � _l��n � 2.-0^ i }--g�ti-� 2,-0„ zo s,�^ s�• �... i � 2'-6"TO3'-0" 7Y."� �� � �3'-0"T03'�" i 9ya".._ . SOFFIT/LIGIIT -' _3'-6" TO 4'-0" , i .12" _. 4'-0" T0 4'-6" � i 14"� � 4'fi" TO S'-0" i i.-.16'h" .. ii STANDARDSPRINKLERS �OVERS'-0"��- �-� 18" �-� ' CEILING --- � '� � �SOF1�TT� II � � ��� SPRINKLER -I� B� • � •'/���. ' , D '',, � A.. ► .. .. __ � �I �..'. STANDARD SPRINKLERS �� �I D<30^ � �'�, ; A> B+D-8" , � �'��w �. ��� ,, . . , � , �r $i n� r, �, , �� . . ,�� !� � � �► �� � � , � �� �> � � �� � � �� G; � � °_� � � , � �` � y� . ,� � �i,�, ' � b��. .'h! � � ! �p" � � � Y � � ,}�. � � 1 D : � ,.. v - �� >.. : �. . � � �� a � � n � � y W! x. __ � �"i�:, h i %K v. ' � ��� � .. . Ni� ! .,� �^4 _ . '' ! 4 �� � � �" � e � x � �, � � � ' . � µ � ., . ., � �G�� G��� 6 �' �SFtEe� ��' �iti�_���e,�T6 � REVIEWEO FOR DUILCf�;G AND ZONING CODE COi/�PLI- P�t�'Cc. ERRORS O�Z OPP?�115SIOi1S DO NOT RELfEVE THE F"PUCANT FROh1 THE RESPONSI8ILITY OF "AS BUILT" COMPLIF,NCE. ��re: 3 - r o - �j �� BUILDING OFFICIAL � • ` �' � "' • ��, � � • � , ��; / ' � i+ o- i: SHOP DRAW/NG WEST�N & SAMPSPON ENGINEERING, INC 100 FOXBOROUGH BOULEVARD SUITE 250 FOXBORUGH, MA 02035 1110�1,�. ) ALL EQUIPMENT TO BE UL 4ISTED OR FM APPROVED. ) HANGER INSTALLATIONS PER NFPA 13. ) OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. ) FINAL PIPE ROUTING, SPRINKLER LOCATIONS, ANO SYSTEM CONFIGURATION WILL BE MORE PRECISELY DEVELOPED AS PART OF THE COORDINATION PROCE55 AND WILL BE CLEARLY DEPICTED ON THE COORDINATION, FIELD/TNSTAL4ATION, AND RECORD DRAWINGS. ) AL4 NEW SPRINKLER PIPING INSTALLED UNDER TI�ffS CONTRACT SHALI BE HYDROSTATICALLY TESTED IN ACCORDANCE WITH ALL APPLICABLE NFPA ENGINEERING STANDARDS AND STATE AND LOCAI. CODES ) SQSMIC BRACING IS NOT PRRT OF TMS CONTRACT ) FIRE HOSE VALVE CABINETS ARE NOT PART OF THIS CONTRAI ) PAINTING OF SPRINKLER PIPING IS NOT PART OF 1M5 CONTI ) ADEQUATE DRAINAGE OF FIRE PROTECTION PIPING SHALL BE PROVIDED FOR PER NFPA AND FM REQUIREMENTS �) SEE THE FIRE PROTECTION EQUIPMENT DATA FOR ALL APPLICABLE MATERIALS AND EQUIPMENT l) ALL MATERIALS, �EVICES, AND HANGERS SHALL BE INSTALLE'. ACCORDANCE WITH THQR LISTINGS AND APPLICABLE NFPA ENGINEERING STANDARDS t) THESE FIRE PROTECTION PLANS AND CALCULATIONS HA4E BI DESIGNED WITH THE INTENT OF COMPLYING WlTH ALL STAI LOCAL CODES AND THE OWNERS INSURANCE UNDERWRITER 3) SPRINKLERS SHALL BE CENTERED IN ACT CQLIN6 TILES. 4) ALL SPRINKLER PIPIN6 PENETRATIONS THROUGH FIRE RATEC ASSEMBLIES SHALL BE SEALED WITH AN APPROVED MATERIAL EQUAL TO THE RATING OF 5UCH ASSEMBLY PIPING NOTES: SYSTEM TYPE SIZES SCHEDULE FINISH WET MAIN 2�" ANp LARGER SCHED f0 BLACK 5' LINES 1" THROUGH 2" SCHED 40 BLACK 5' DRY MAINS 2" AND LARGER SCHED 40 GALVI 5' LINES 2" AND SMALLER SCHE� 40 GALVI S' GALVANI'LED FZTTINGS ON 6ALVANIZED PIPE UNDER6ROUND TO BE C4ASS 52 CLDI WITH UNDERGROUND FlTT PIPING BETWEEN F�C AND CHECK VALUE TO BE SCHED 40 GALVI TOWN OF YARE"JIOU�' REVIEWED FOR CO�E COMPLIANCE. ERRORS OR OMMISSIdhS DO NOT RELI b THE ApPLICA�IT FROM 7HF RESPONSIB! 1' OF "AS BUILT" COM��IANCE. DATE: �- � 4� . �A INSPECTOR �, � �+ HYDRAULICREFERENCEPOINT __... ..__.._.. . ----- ----_ ..__. TYPICAL HANGER LOCATION ,- --_._ ...____..._.. �� GROOVETYPECAUPLING - -. _-__ .---. _. _._-_ ...M1� FLEXIBLE GROOVE TYPE CAUPLING ___... ._...._ _._._ ___... ___ _..... .__.. .._. .__.. KEY PLAN ` �% PROJECTI �: DRAWINGI PROPESSIONAL ENGINEER STA Lkense No.: SC000�91 ,� ., — – - <. License e�iretion: 09/01R021 . . . Job No. 19oa3 � � ,,,� � � �r � Date 2/18/20 i � ` � � �� --- '.,+/ Designer SH ` F`'��� �" -` Y �"'"'. , nti ��. ::,,... ; - - _.- - -- . .� .�.� .. . Scale i/8" = i'-0" ` Description LEVEL 9 FP-101A SHOP DRAWIIVG --------- — �— ----------- YARMOUTH DPW 507 BUCK ISLAND RD. �P�1 O YARMOUTH, MA 02673 I . .,.. . . ... . _ -i H,4�16ER SP�4�IiuC PIPE SIZE 1�� 14�� 1��� 2�� Z��� 3�� 4�� b�� 8�� STEEL PIPE 12' -0" 12' -0" 15' -0" 15' -0" 15' -0" 15' -�" 15' -0" 15' -0" ' 15' -0" ._._. ._._.. .__. .. _..._.. ....__ __.._._ __ ._.- ------- I. . ___.. _.._ .__. _ _----.— ._. _. _ --..._ _ . _... r� j/ 7/ 4_ . , j .� I METALDECK . j � 22 qa. MIN � . � , i � � , i ._ _ , . _-' „q ,�.. .. � � o� � � — _ �� j.e__ ,� � �— I ;a � .; � � ! � % � �'•- � � � i I� 4 P ' l �� �.. �� �, I . � �V � ��` �� / .. , I ,� HILTI PIN ; /' � XP20 � '. , ,. '�. �� �318"COUPLING HANGER . % �' � , � ROD � ! �/Il!I' IJ ,' � �i. i t � � �11� �� � , � , �_ , � ALLTHREAD ROD I �- TEK 50 , ./ � �a I i . `.;,, �..�PIPE RING �, BAND _../ P� \ ��� ,. � `; `, HANGER � . ��, E�� .—_, � �I � � , L � � � P 20 PIPE HANGER POWDER DRNEN I FOR METAL DECK Ii TEK 50 PIPE HANGER FOR I-BEAM I I � ' SHOT HANGER p. �BiI�dEX �� / J� BI11��X ` _ _.-- __ _ . __. __ _ _ _____ , � � - ,� ' , I _ NOLOCK � __"_'" ._._ ., ,:--�":-� ,. t'7., /� NUTRE�'D � I �--�� _' C—'T7 . —f '. ' n " - - ' � I � 1 .a � � ��.A �I ' f � � � V ` � 1 � d � _ '� � a � � j r � NEWA-R II -- '-'—� I BEAMCLAMP LOCqNGTXREAO I � _. BEAMCLAMP \ � CONNECTION j RETAINING { : � :. [ '� ' '' I ' srnna - �� � DROP-INANCHOR . 1 - ��. �i !� I i ,,. ��. ,. — _" A . i . � I f � '., u' � - � \= ,, � \� Z� l '� '' I L` —A F �� �I ` ` `ALLTHREADROD ' nerniNiNc—��� ���� No�ocK � � � I I ��' IOCpN6TNREAD g7�P NVfREO'D I ' CONNELf10N � j � � , i s- � � �LL1na�r,ono� � Cr � PIPERING �� ��_ - �__ n��n+Reaoreoo � .- i � ' i .� . �� � ' �� ARlU8TABLERINO � �o:, _. I � /� . �� �. NANGER �, ,, J� — FlO.AO I A0.IUSTA9LE RINO . , . '� HAN�ER DROP IN ANCHOR , ' ' AANGER ' ' � -�� TOP BEAM CLAMP, ROD, AND RING . I ;: BOTTOM BEAM CLAMP, ROD AND RING I i___ _ _ __ � __ --- _ � �--- - ___ _ __ _ _ _ ___—� __— ___ _ _ __— __ _— __ _ 4" RELIABLE MODEL CR COMMERCIAL RISER AIR COMPRESSOR LUCATION--------- - �� �� �� I �� � * •/ �� / � "�' 6" RELIABLE MODEL EX DRY VAL` ....�.-�.,LIC BUTTE: p � ELIABLE MODEL G RISER CHECK VALVE EZFLY VALVE STYLE 705 DRY SYSTEM COMPRESSOR SETTlNGS LOCATlON: BUlLD1NG B&C MODEL: RELIABLE QRM2 AiR CC?MPRESSOR 1 HP, 915 V, WITH � GAL TANK TRJP PRESSURE: 13 PS! COMPRESSOR OFF: 40 PSl COMPRESSOR ON: 30 PS! LOW AlR ALARM: 20 PS! M!NlMUM AIR: 98 PS! ' ' BACKFLOW PREVENTER SCHEMATIC ,� NO SCALE y/ - -- - -VICTAULIC FIRELOCK CHECK VALVE TYP 7\ J�� i� o �� t � . 6" COLT DOUBLE CHECK VALVE ASSEMBLIE ----- ---- MODEL C200BFG n� \ � �� .. . ., =���� ► � � ' ,� � . N' �� � ' • � � � ' �� µ 4� 4' . . .... e�. �..�._. SHOP DRAWlNG WESTON & SAMPSPON ENGINEERING, INC. 100 FOXBOROUGH BOULEVARD SUITE 250 FOXBORUGH, MA 02035 No�s: 1) ALL EQUIPMENT TO BE UL LISTED OR FM APPROVED. 2) HAN6ER INSTALLATIONS PER NFPA 13. 3) OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. 4) FINAL PIPE ROUTING, SPRINKLER LOCATlONS, AND SYSTEM CONFIGURATION WILL BE MORE PREGTSELY DEVEI.OPED AS PART OF TNE COORDINATION PROCESS AND WILL BE CLEARLY DEPICTED ON THE COORDINATION, FIELD/INSTALLATION, AND RECORD DRAWIN65. 5) ALL NEW SPRINKLER PIPING INSTALLED UNDER THIS CONTRACT SHALL BE HYDROSTATICALLY TESTED IN ACCORDANCE WITH ALL APPLICABLE NFPA EN6INEERING STANDARDS AND STATE AND LOCAL CODES 6) SQSMIC BRACING IS NOT PART OF THIS CONTRACT 7) FIRE HOSE VA4VE CABINETS ARE NOT PART OF THIS CONTRACT 8) PAINTING OF SPRINKLER PIPING IS NOT PART OP TFQS CONTRACT 9) ADEQUATE DRAINAGE OF FIRE PROTECTION PIPING SHAU. BE PROVIDED FOR PER NFPA AND FM REQUIREMENTS 10) SEE THE FIRE PROTECTION EQUIPMENT DATA FOR ALI. APPLICABLE MATERIALS AND EQ�IIPMENT 11) ALL MATERIALS, DEVICES, AND HANGERS SHALL BE INSTALLED IN ACCORDANCE WITH THEIR I.ISTINGS AND APPLICABLE NFPA ENGINEERING STANDARDS 12) THESE FIRE PROTECTION PLANS AND CALCULATIONS HAVE BEEN DESIGNE� WITH THE INTENT OF COMPLYING WITH ALL STATE AND LOCAL CODES AND THE OWNERS INSURANCE UNDERWRITER 13) SPRINKI.ERS SHALL BE CENTERED IN ACT CEILING TILES. 14) ALL SPRINKLER PIPING PENETRATIONS THROUGH FIRE RATED ASSEMBLIES SHALL BE SEALED WITH AN APPROVED MATERIAL EQUAL TO THE RATING OF SUCH ASSEMBLY PIPING NOTES: SYSTEM TYPE SIZES SCHEDULE FINISH WET MAIN 2�'�" AND LARGER SCHED 10 BLACK STEEL LINES 1" THROUGH 2" SCHE� 40 BLACK STEEL DRY MAINS 2" AND LAR6ER SCHED 40 GALVI STEEL LINES 2" AND 5MALLER SCHED 40 GAWI STEEI. 6ALVANIZED FITTINGS ON GALVANIZED PIPE UNDERGROUND TO BE CLA55 52 CLpI WITH UNDERGROUND FITTINGS PIPING BETWEEN F�C AND CHECK VALVE TO BE SCHED 40 GALVI .. � � �+ �i HYDRAULIC REFERENCE POINT - ------ ._.__----- -___ _..... �'� �� � TYPICAL HANGER LOCATION - -- -- _ _ -- ...� GROOVE NPE CAUPLING - - _--- A FLEXIBLE GROOVE TYPE COUPLING KEY PLAN / �I PROJECT NORTH ��� _1 � DRAWING NORTH PROFESSIONALENGINEERSTAMP I Llce�e No.: SCW0991 "'���""r"""�'�"�" "" � Llcense explretion: 09ro12021 Job No. 19083 { �� ; : i � � ' � � 2lia/zo — �'� � "'� � Date — --- -- �; . Designer SH I � �,� �� �`'.-` . � : : � . :+`- °. �. Scale � i/8" =1'-0" I r� Description LEVEL 9 FP-1016 SHOP DRAIMNG ---- - -- ---- r--- YARMOUTH DPW I 507 BUCK ISLAND RD. Fp-101 B YARMOUTH, MA 02673 F d ' TE lydraulic Information Remote Area 19083 - 8 SSIFICATION Ordinary Group II 0.20 tor 1850ft' (p EAMS 250.00 I ' SHOP DRAWING WESTON & SAMPSPON ENGINEERING, INC. 100 FOXBOROUGH BOULEVARD SUITE 250 FOXBORUGH, MA02035 �vo�s: i) ALL EQ�PMENT TO BE UL I,ISTED OR FM APPROVED. 2) HAN6ER INSTALLATIONS PER NFPA 13. 3} OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES PROM FREEaNG IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. 4) FINAL PIPE ROUTING, SPRINKLER LOCATIONS, AND SYSTEM CONFI6URATION WILL BE MORE PRECI5ELY DEVELOPED AS PART OF THE COORDINATION PROCE55 AND WLLL BE CLEARLY DEPICTED ON THE COORDINATION, FIELD/INSTALLATION, AND RECORD ORAWINGS. 5) ALL NEW SPRINKLER PIPIN6IN5TALLED UNDER THIS CONTRACT 51-IAL4 BE HYDROSTATICALLY TESTED IN ACCORDANCE WlTH ALL APPLICABLE NFPA EN6INEERIN6 STANDARDS AND STATE AND LOCAL CODES 6) SEISMIC BRACIN6 IS NOT PART OF Tl�ffS CONTRACT 7) FIRE HOSE VALVE CABINETS ARE NOT PART OF THIS CONTRACT 8) PAINTING OF SPRINKLER PIPING IS NOT PART OF THIS CONTRACT 9} ADEQUATE ORAINAGE OF FIRE PROTECTION PIPING SHALL BE PROVIDED FOR PER NFPA AND FM REQUIREMENTS 10) SEE THE FIRE PROTECTION EQUIPMENT DATA FOR ALL APPLICABLE MATERIAl,S ANp EQUIPMENT 11) ALL MATERIALS, DEVICES, AND HANGERS SHALL BE INSTALLED IN � ACCORDANCE WlTH THEIR l,ISTIN�S AND APPLICABLE NFPA � ENGINEERIN6 STANDARDS 12) THESE FIRE PROTECTION PLANS AND CALCULATIONS HAVE BEEN DESI6NED WITH THE INTENT OF COMPLYING WITH ALL STATE AND LOCAL CODES AND THE OWNERS INSURANCE UNDERWRITER 13) SPRINKLERS SHALL BE CENTERED IN ACT CEILIN6 TILES. 14) ALL SPRINKLER PIPIN6 PENETRATIONS THROUGH FIRE RATED ASSEMBLIES SHALL BE SEALED WITH AN APPROVED MRTERIAL EQUAL TO THE RATING OF SUCH ASSEMBLY PIPING NOTES: SYSTEM TYPE SIZES SCHEDULE FINISH W�T MAIN 2�" AND I,ARGER SCHED 10 BLACK STEEL LINES 1" THROUGH 2" SCHED 40 BLACK STEEL DRY MAINS 2" AND LARGER SCHED 40 GALVI STEEL LINES 2" AND SMALLER SCHED 40 GALVI STEE GALVANIZED FITTINGS ON GALVANIZED PIPE UNDER6ROUND TO BE CI.A55 52 CLDI WITH UNDERGROUND FITTINGS PIPING BETWEEN FDC AND CHECK VALVE TO BE SCHED 40 GALVI � �� i HYDRAULICREFERENCEPOINT .__.... --- --- ----...._ ...____.. TYPICAL HANGER LOCATION � - ---- ..__. _____._ ..._..___. GROOVE TYPE COUPLING _.__ ___ .__. —._— _._____. � FLEXIBLEGROOVETYPECAUPLING KEY PLAN 1� ,..1.�.. PROJECTNORTH �j ORAWING NORTH PROFESSIONAL ENGINEER STAMP LlcenseNa.: SC000991 ,��:R��"' ... , ] License e�iretion• 09/012021 � --- � Job No. 19083 � Date I 2/18/20 _ �� R���-�� � w ---- -- �'^��,�� k Desi ner i � m �� ��. � �.r :m,�.'�"�.� r , � � � � � �� g SH �, ����y � , � � . � ��, . � � `;. -A� -- ---- --- - ,: ; . . , ;. Scale i/8" =1'-0" Description • LEVEL � FP-102B SHOP DRAWING --- -- - YARMOUTH DPW - - -- -- -�- 507 BUCK ISLAND RD. �P.� �2� YARMOUTH, MA 02673 VE Sprinkler Legend 21 Total = 27 '/. 200•F � SHOP DRAWING WESTON & SAMPSPON ENGINEERING, INC, 100 FUXBOROUGH BOULEVARD SUITE 250 FOXBORUGH, MA02035 No�s: 1) ALL EQUIPMENT TO BE UL I,ISTED OR FM APPROVED. 2) HANGER INSTALLATIONS PER NFPA 13. 3) OWNER TO PROVIDE AOEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZIN6IN AREAS PROTECTEp BY A WET PIPE SPRINKLER SYSIEM. 4) FlNAL PIPE ROUTING, SPRINKLER LOCATiONS, AND SYSTEM CONFIGURATION WILL BE MORE PREGTSELY DEVELOPED AS PART OF THE COORpINATION PROCESS AND WILL BE CLEARLY DEPICTEp ON THE COORDINATION, FIELD/INSTALLATION, AND RECORD DRA4VIN6S. 5) ALL NEW SPRINKLER PIPIN6INSTALLED UNDER TI�iIS CONTRACT SHALL BE HYDROSTATICALLY TESTED IN ACCORDANCE WITH ALL APPLICABLE NFPA ENGINEERIN6 STANDARpS AND STATE AND LOCAL CODES b) SEISMIC BRAGTNG IS NOT PART OF THIS CONTRACT 7) FIRE HOSE VALVE CABINETS ARE NOT PART OF THIS CONTRACT 8) PAINTING OF SPRINKLER PIPING IS NOT PART OF THIS CONTRACT 9) ADEQUATE DRAINA6E OF FIRE PROTECTION PIPING SHALL BE PROVIDED FOR PER NFPA AND FM REQUIREMENTS 10) SEE THE FIRE PROTECTION EQUIPMENT DATA FOR ALL APPLICABLE MATERIALS ANp EQUIPMENT 11) ALL MATERIALS, DEVICES, AND HANGERS SHALL BE INSTALLED IN ACCORDANCE WITH THEIR LISTINGS AND APPLICABLE NFPA ENGINEERIN6 STANDARDS 12) THESE FIRE PROTECTION PLANS AND CALCULATIONS HAVE BEEN DESIGNED WITH THE INTENT OF COMPLYING WITH ALL STATE AND LOCAL CODES AND THE OWNERS INSURANCE UNDERWRITER 13) SPRINKLERS SHALL BE CENTERED IN ACT CEII.ING TLLES. 14) ALL SPRINKLER PIPING PENETRA7ION5 THROUGH pIRE RATEO ASSEMBLIES SHALL BE SEALED WITH AN APPROVED MATERIAL EQUAL TO THE RATIN6 OF SUCH ASSEMBLY PIPING NOTES: SYSTEM TYPE SIZES SCHEDULE FINISH WET MAIN 2�" AND LAR6ER SCHED 10 BLACK STEEL LINES 1" THROUGH 2" SCHED 40 BLACK STEEL DRY MAINS 2" AND LARGER SCHED 40 GALVI STEEL LINES 2" AND SMALLER SCHED 40 GALVI STEEL GALVANIZED FITTIN65 ON GALVA�IIZED PIPE UNDERGROUND TO BE CLA55 52 CLDI WITH UNDERGROUND FiTTINGS PIPING BETWEEN FDC AND CHECK VAI,VE TO BE SCHED 40 GALVI ,, � + HYDRAULIC REFERENCE POINT _ .. _____ - --�-- ------ - ------ -.__. TYPICAL HANGER LOCATION - �---_ _.___- _-__._----- _-._.__ � GROOVETYPECOUPLING . . ___ _ _.._ . ....___ � FLEXIBLEGROOVETYPECOUPLING KEY PLAN License No.: SC000991 License ea�iretbn: 09/01/2021 Job No. 19os3 Date _ 2/is/2o Designer 5H Scale 1/8" =1'-0" Description I\\�-�) PROJECTNORTH �. ,�.�,) DR4WING NORTH PROFESSIONAL ENGINEER STAMP �1�� `�� J .� �,..�._ LEVEL 9 FP-�09C SHOP DRAWING YARMOUTH DPW 507 BUCK ISLAND RD. 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