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HomeMy WebLinkAboutB12-0183 Plans Approved - o N CL7 MECHAN ICAL SPECI FI�ATIQN d. VALVE TAG SCHEDULE: PREPARE A VALVE TAG SCHEDU�E TO SE SUBMITTED TO THE SPACE TEMPERATURE CONTROL DEVICES (THERMOSTATS)AS SHOWN t�N THE PLANS. �E�.+Hf'1N I�AL LGV C�D � MAINTENANCE ENGINEER FOR RECORD. THE THERMOSTATS SHALL BE CRPABLE OF SCHEDULING OCCUPANCIES AND PROVIDING NOTE:ALL SYMBQLS SHOWN ON LEGEND 3. GENERA�: ARE NOT NECESSARILY USED. � � SETBACK CAPABILITIES TO MAINTAIN ZONE SETPOINTS DOWN TO 55°F(�R UP TO 85°F. '�' a. FURNISH A�L LABt�R, SUPERVISION, MATERIALS, EQUIPMENT AND FACILITIES � v � N � NECESSARY TO FURNISH, FABRlCATE, DE�IVER, 5TORE AND INSTALL ALL WORK NQTEQ 13. DUCTWQRK: b. CONTROLS SHALL BE CAPABLE(J�OPERRTING TNE SYSTEM HEATING AND CQO�ING !N a -HWS- HEATIN�WATER SUPPLY OA OUTQ04R A1R � U t� O � ON THE DRAWINGS AND/OR SPEClF1ED HEREIN. a. D U G T W Q R K S H A L L B E F A B R I C A T E D A N Q I N S T A L L E D W A C C O R D A N C E W I T H T H E 2 0 0 9 I M C S E Q U E N G E A N D S H A L L B E A D J U S T E D T O P R O V I D E A D E A D B A N D O F A T�E A S T 5 F -+�-� • � �3 AND SMACNA STANDARDS. BETWEEN HEATING AND COOL.ENG. -NWR- HEATING WATEr2 RETURN RA RETURN�IR �i � 0 () � b. THE CONTRACTOR SHALL FURNISN AND INSTAL�ALL WQRK NECESSARY Td MAKE A , � � � COMPLETE SYSTEM WHETHER OR NOT SUGH DETAI�S ARE MENTIC?NED IN THESE b. DUCTWORK SHALL BE GALVANlZEQ STEEL GAUGES TtJ MEET SMACNA STANDARDS. c. THERMOSTATS SHALL HAVE NUMERfC SET PC7INTS IN F,ADJUSTABLE SETPOfNT ST�PS -�W�- CHILLED WATER SUPP�Y SA SUPp�Y AIR � � t1) �'d" SPEGIFICATIONS 4R SHOWN QN TME PLANS, BUT WHIGH ARE 4BVIOUSLY NECESSARY DUGTWURK SIZES INDICATEfl ARE FREE CLEAR DIMENSIt?NS. AND SNALL BE MOUNTED AT 54"ABOVE FINISHED FLOOR AQJACENT TO THE ROQM'S ��W�_ �HILLED WATER RETURN EA EXHAUST AIR � .�Q � O c. ALL DUCT J�INTS SHALL SE SEALED AIR TIGHT WITH RCD CflRP.#6 MASTIC ADHESIVE LlGHT SWITCH. t � � � <C � TO MRKE A COMPLETE SYSTEM, EXCEPTING ONLY THC}SE PORTIONS THAT ARE -S M S- S N I�W M E L T S U P P L Y R A D R E T U R N A I R D A M P E R WITH VERSA GRIP t7R MESH. �"'� � � � SPEGIFICA�LY MENT(ONEQ MEREIN OR PLAINLY MARKED C7N THE ACCOMPANYING -SMR- SNQWME�T RETURN SAD SUPPLY AIR DAMPER � � � DRAWINGS AS BEING INSTALLED UNpER ANOTHER SECTIdN OF THE SPECIFICATIONS. d. FLEXIBLE DUCT USED FOR CONDITIONED AIR SHALL BE UL APPRUVED,VlNYL CC)ATED, 18. BEFORE STARTING ANY WORK,THE CONTRACTQR FOR THIS SECTION OF THE WORK SHALL � N �, O WIRE REINFQRCED FIBERGLASS,WITH MAXIMUM THERMAL G4NDUCTIVIIY t�F 0.30 EXAMINE A COMPLETE SET O�DRAWINGS FOR AL.L TRADES, INCLUDING ARCHlTECTUf2Al., -RFS- RADIANT FLOQR SUPPLY SG SUPPLY GRILLE � �� � � V BTU-IN/HR-FT2-OF ANQ A MAXIMUM LENGTH OF FIVE FEET. STRUCTURAL, HVAe, ELECTRICAL, FIRE PROTECTION AND PLUMBING. DIMENS10N5,SPACE C � � �'- 2. Wt�RKMANSNIP: -RFR- RADIANT FLOQR RETURN RG RETURN GRILLE .� � � fn � a. THE WORK SNALL BE ACCOMPLISHED IN A THOROUGH pND WC}RKMAN-LIKE MANNER e. C�QTHES DRYER VENT EXHAU�'f QUCTWORK SHALL BE ALUMINUM. DUCTW(3RK SHALL REQUIREMENTS AND POWTS QF CONNECTION TO ALL EQUIPMENT SNALL BE VERIFIED,AND ANY �, GAS zG TRANSFER GRII.LE (j) � v' �t Q � SATiSFACTORY TU RND MEET(NG TNE APPRC}VA�t�F THE OWNER AND ARGHI7EGT. N07 BE CONNECTED t7R INSTALLED WITN SNEE7 METAL SCREWS C?R OTHER MIN4R ADJUSTMENTS NECESSARY TC�AVOID CONF�ICT WITH THE BUILDING STRUCTURE AND '� N � FASTENERS TNAT WILL OBSTRUGT THE EXHAUST FLOW. TERMfNATE WITH A WALL CAP THE WORK!JF THE OTHER TRADES SHAL�BE MADE. CONTRACTOR SHALL NOTIFY ARCHITECT �"M p�-"` M E D I U M P R E S S U R E N A T U R A L G A S S D S U P P L Y D i F F U S E R � o�S � � � � WITH A BACK DRAFT DAMPER. SCREENS ARE PRt�HIBITED. REFER T4 SECTION 504 OF IMMEDIATELY IF ANY MA.lOR CQNFLlCTS OGGUR. ---C? PIPE RiSER RD RETURN DIFFl1SER i� 'U d t.0 � t�3 3. MATERIA�S: THE 2Q091MC FC}R MAXIMUM DRYER EXNAUST DUCT LENGTHS. 3 PIPE DRt}P TD TRANSFER DIFFUSER W '�=' W �hi' a. A�L MATERIALS AND EQUIPMENT SHALL BE NEW AND THE BEST 4F THEiR RESPECTIVE t p�JCTWORK SHALL BE SlZED AT A MAXIMUM VELC.3CITY OF 'I,OQQ FPMf.08"PRESSURE 19. COORDINATE L.QCATIONS OF ALL RC?OF AND EXTERIOR WALL OPENINGS WCTH AL�RELEVANT „ PIpE TAKEOFF{FRdM BOTTOM QF MAIN} �T, THERMUSTAT ,q�j --� _ � KIND, FREE FF20M RLL DEFECTS AND C?F THE MAKE AND QUALITY SPEGIFIED. DRC}P PER 10Q FEET. TRADES,AND PROVIDE WATERTIGHT F�ASHINGS WHEREVER PENETRATIUNS(3CCUR. EXACT .,..��� p�PE TAKEOFF(FROM i"OP OF MAIN) � � :� � � 4. SITE INSPECTI�N: g. E A C H M E C H A N I C A L V E N T I L A T I C>N S Y S T E M(S U P P L Y A N D/O R E X H A U S T}S H A L L B E �O C A T I O N S R N D S I Z E S M A Y B E D E P E N D E N T U P�N E Q U I P M E N T S E L E C T(O N S;C O O R D I N A T E S I Z E S S�, SENSOR{CALL.OUT tJN DRAWINGS) -----� PIP END CAP � tt� � �- tU a. GONTRACTQR SHALL VISIT THE SITE C7F WC7RK PRfOR Tt?SUBMISSI4N t�F HIS BED AND EQUIPPEQ WITH A MEANB C}F SHUT-OFF WNEN VEN7lLAT{4N IS NOT REQUIRED,AND ANa LOCATCONS�F AL�OPENIIVGS WITH APPROPRIATE EQUlPMENT REQUIREMENTS. � ���'��`�� "�'' U N rp C BAGKDRRFT DAMPERS WHICN CAN BE CLC.�SED ON FAN SHUTDQWN SHALL BE PROVIDED F'IPE GQNTINUATION FIRElSM�KE DAMPER U ',� ,<? op p THQROUGNLY FAMILEARIZE NIMSELF WITH TNE WORKING CQNDITIC7NS&EXACT NATURE �Q�AIR INTAKES AND/taR plSCHARGES. 2Q. PERMANENT ACCESS TO EQU(PMENT SHAL�BE PROVIDED,AND A MINIMUM OF 30"CLEAR � PIPE EXPANSION GUIDE � � � d�' fl. dF THE WORK. h. CLEAN OUT ALL DUCTS PRIOR TO SUPPLY AND RETURN GRILLE INSTALLATION WORKING SPAGE IN FRONT OF ACCESS PANELS TO THE COMPRESSOR, B�UWER ASSE{U1BLY AND FIRE DAMPER � tl? ----�I[�- PIPE UNION � (u � � � b. SUBMISS{C)N OF A BID ACKNOWLEDGES FULL RESPONSiBILi"I'Y FOR FURNISHING A i_ DQUBLE THICKNESS TURNING VRNES SNALL BE USED dN ALL DUCT TURNS OF 90°. AIR FILTER SECTi(�N OF THE EQUIPMENT SHALL BE PROVIDED BY GENERAL C4NTRACTC}R. U � Q .d E- COMPLETE AND FUNCTIUNAL SY�TEM. ---�� PiPE ANCHOR � MOT(?R OPERATED DAMPER(MOD) L. c. NO CHANGE� IN CONTRAC�`Wl�L BE MADE T�AGCdMMODATE flR AL�f�W EXTRA FUNDS FLEXIBLE PIPE CONNECTfC7N "� � FOR ANY t�MISSION WHICH RESULTS FROM A FAI�URE TQ TNORQUGHLY MAKE THE �`�• ��ATING PIPING: i " 21. ALL EQUIPMENT SHAL�BE SECURELY FASTEf�ED TO THE Bl11LDING STRUCTURE WITH CODE � �,��,� ��PANSION JOINT L�'���� MANUA�BALANCIhlG DAMPER �p EXAMINATION. a. NEATING HUT WATER PIPING 2fx WCHES AND BE�QW SHA�L BE TYPE L COPPER, HARD APPRQVED VIBRATION (SOtATORS. POINT OF NEW GQNNECTION _„_,,,� CHANGE 4F ELEVATION 4 DRAWN,WlTN WROUGNT COPPER SWEAT FITTINGS. JOINTS SHALL BE SOLDERED WITH � {p}DRQP (R)FtISE � 95-5{}R SILVER SOLDER.CQNDENSER WATER AND HEATING HOT WATER PlPING 3"AND 22. EACN PIECE OF EG2UIPMENT AND ALL SYSTEMS SHALL BE ADJUSTED AND RE-ADJUSTEp TO -�-��I- P�UG VRLVE 5. CODES AND RERMITS: ABCIVE SHALL BE SCHEDULE 40 BLACK STEEL A-53 SEAMLESS PIPE WITH WELDED INSURE PROPER FUNCTIC.�N C?F A�L CONTROLB, MAINTENANCE QF TEMPERATURE,ADEQUACY OF FLEXIBLE DUCT CQNNECTION a. ALL MEGMANICAL EQUIPMENT, lNSTALLATIQN, ETC.,SHAL�GON�ORM T�TME 2009 --Vl- GHECK VALVE INTERNATIQNAL MEGHRNIGA�GODE (IMC),20091NTERNATICINAL ENERGY FITTINGS. FLUWS AND CAPACITIES, ELIMINATION C�F NC?ISE AND VIBRATION,AND SHALL BE LEFT IN PROPER �� Q �r�������� b. VALVES SHALL BE CRANE,WAL,WORTH, NIBCC3, ST�CKHAM OR EQUAL;SERVICE QPERATIN�CQNDITION. BAL�VALVE TURNING VANES IN 9(� EL.BCIW ���' ����, � GCINSERVATION GQDE(IECC)AND ORDINANGES AS INTERPRETED BY 7HE TOWN C?F VAIL ������� ' �����`' � PRESSURE SHA��BE AS REQUIRED.VALVES SHA�L BE SUITAB�E FOF2 SERVICE ----K)I- BAl�1NCING VALVE DUCT SlZES ARE N�T FREE AREA �� ��.� ����� �,���. BUIL.DING DEPARTMENT. FLC3W REGULATOR VALVE ??x?. 1ST NO, fS DUCT W1QTH. �� � ., "�.;`��""�" � b. �ONTRACTOR SHALL C?BTAIN AND PAY FC?R A�L PERMITS AND IN�PECTIONS. WTENDED. 23. TEST&BALANCING: °�" ��w � `��� � �� '�°�! 2ND NO. IS DUCT DEPTH. c. PROVIDE HANGERS, SUPPORTS AND fNSULATION SADDLES AS REQUIREQ AND PER ANSI a. THE ENTIRE HEATING AND VENTILATING SYSTEM SHAL.L BE BALANCED BY AN ---{�}-- BUT'f'ERFLY VALVE `�� �i�� � .�^� � � c. COPIES QF AL�PERMETS AND IN9PECT1C7N REPC}RTS�HALL BE SUBMITTEQ TtJ THE ��quIREMENTS. P�UMBERS TAPE AND WIRE ARE NOfi ACCEP7ABLE. 1NDEPENDENT GERTIFIED TEST AND BA�ANCE COMPANY. � SECTION THRU ROUND DUCT � � �, �,�� 3�� � (""�S ARGNITECT. d, p�p�NG SHALL BE S1ZED AT A MAXIMUM PRESSURE DRQR t�F 3.5 FT PER 100 FEET&4 b. 5 COPIES OF THEIR BALANCE REPORT�SHAL.L BE SUBMITI'ED TO THE ENGINEER FOR "�� �'RESSURE REDUCING VAL.VE ����� �� ��� �"` � �: FEETfSEG VELOCITY. REVIEW AND APPRQVAL. ---l.�J-- SECT{ON THRU SUAPLY A1R QUCT '��"`�},���>p.�` �a �� ��n � 6. AS-BUILTS: 2�WAY CONTRO�VALVE x, � � a. CQNTRACT{�R SHALL PRC?VIDE A COMPLETE SET 1JF AS-BUILT DUCUMENTS W(TH ALL e. CQNTR(3L VAI�VE Cv F�ATlNGS SHA�L BE SELEGTEQ AT A MAXIMUM PRESSURE c. ALL REQUfRED RE-SHEEVWG AND ADJUSTING OF EQUfPMENT SHALL BE MADE BY THE �°'� SECTION TNRU RETURNIEXHAUST I�IR DUCT ���:r���' �4.a-- CHANGES NQTED THEREQN AT THE CC3MPLETION QF THE PRC}JECT AND PRIUR TO FINAL D�FFEREIVTIAL ACRQSS THE VALVE OF 2 PSI. TEST&BALANCE G4NTRACTOR. ---(��}-- 3-WAY CONTRO�VALVE . ACGEPTANCE AND PAYMENT. f. PROVIDE 3" D1A.x 24"L SCHEQULE 40 PVC INLINE FI�TER FILLED WITH �IMESTOIVE d. ALL FINAL MEASURED CAPACITIES SHA�L BE WITHIN 1Q%OF THQSE INDICATED ON THE � �p�J�p p��-�-�UR�J ppW� AGGREGATE TO NEU7RAL(ZE THE BC}ILER'S CUNDENSATE DRAIN. PLANS. 4-WAY CONTROL.VALVE � SUPPLY DUCT TURCV Dt7WN 7. GUARANTEE: 15. DUGTWQRK INSULA7iON: 24, FINA�LOCATION OF GRILLES, REGISTERS&DIFFUSERS SHAI.L BE PER THE ARCHITECTURAL �` DIFFEREN7IAL BYPASS VALVE �~� a. CONTRACT4R SHALL UNC4NDITIt�NALLY GUARANTEE AL:L' LABOR AND MATERIALS QN �_"� --- RETURN/EXHAUST DUCT TURN D{7WN A�L WQRK AGAINST DE�ECTS IN WORKMANSHIP ANt3 MATERIALS FQf2 A PERI4D QF QNE a. AI.L DUCTWORK SNA�L BE INSULATED CaNSfSTENT WITH THE REQUIREMENTS PER PLANS, ELEVATIQNS OR AS PER FIELD REQUIREMENTS. � �� � YEAR AFTER CC3MP��TION. , SE�T6C7N 604 C)�TFiE 20Q9 IMG, STRAINER CFM-S �"" b. INSULATft�N SHAL�BE U�.LISTED IN CC7MPLlANCE WlTH A FLAME-SPREAD INDEX N4T 25. THE GENERAI.CONTRACTOR SHAL�FllRNISH &iNSTALL ALL OF THE REQUIRED ACCESS PANELS ���� NECK SI� �UPP�Y REGISTERIDIF'FUSERILC�UVEFt � � MC7RE TNAN 25 AND SMC3KE DEVELOPED INDEX N4T MORE THAN 50, PER THE 20Q9 iMC. 1N THE DRYWAL�GEILINGS TO GAfN SERVICE ACCESS TC}THE EQUIPMENT. EQUIPMENT W17H NA7URAL GAS f�RESSURE R�GllLATOR _C�FM..�-R.(� � 8. SUBMITTALS: - � NECK 81ZEti--� �ETURN REGIST�RIDIFFUSER/LOUVER �.�� � � a. CATALOG INFQRMATIC7N AND CUT�QF AL.L EQUIPMENT AND DEVIGES SNALL SE ��1��ALLATI�l�SHALL BE IN ACCt3RDANCE WiTH IMC REQUIREMENTS. MANUFACTURER MANpATEQ SERVICE REG2UiREMENTS INSTALLED WITHIN CRAWLSPACES MUST �y � � c. REGTANGU�AR SUPPLY, F2ETURtV &i'RAIVSFER DUCTWORK SHA�L BE {NTERNAL�Y LINEQ BE A MAXfMUM�F 20 FEET FROM AN ACCESS PANEL. A(R VENT CFM-O.A. p�JT�IE?E AIR REGISTER/DIFFUSEWL{�UVER � SUBMITTED Tt?THE ARGHITECT FOR REVIEW(SIX CC)PIES:OF EACH}. �/���-{A VAPC}R RESISTANT DUGT LINER QF THICKNESSES SPEC}FIED BELQW. NECK SIZE _ �.� � � � d. CQN�EALEQ ROUND C(JNCEALED(JVAL&OUTDt�OR AIR C}UGTS SNA�L BE EXTERNAL�Y 26. ALL EQUIPMENT SHALL BE INSTA�LED ACCORDING TO TNE MANUFACTURER'S INSTALLATION, "� PRESSURE-TEMP.TAP �F�'E� EXHAUST REGISTER/Q{FFUSER/LOUVER 9. COC�RDINATION: ' NECK SIZE �` r/ -�-� a. THE DRAWINGS ARE DIAGRAMN1ATfG AND INTENDED TO SHOW SCOPE. WRAPPED WITH FISERGLASS INSULATIaN WITH AN EXTERNAL VAPOR BARRIER. OPERATIQN&NIAINTENANCE MANUA�'S RECOMMENDATIONS ESPEClA�LY FOR SERVtGE pRESSURE GAUGE �_�;, �_ � b. TNE CONTRACT+JR SHALL CQQRQINATE HIS W(�F�#C WITH OTNER�'R�iQES Tt7 PRC?VIDE REQUIRED R-VA�UES ARE SPEGIFIED SELC?W. CLEARANCES. � '^*-�--LJ--CFM DOOR UNDERCUT BEST ARRANGEMENT CJF A�L DUCT�, PIPES, CQNDUlT, ETC. e. A�.L SUPPLY, RETURN&TRANSFER DUGTWORK LOCATEQ WITHIN 7HE BUILD(NG --� THERMOME7ER �� ENVEL.QPE SHA[.L BE INSULATED TO A MiNIMUM OF Ft-4(1"LINER}UNLESS SPEGIF{ED 27. FILTERS: �,��� (A}SECTIQN CUT LINE 1Q. CUTTING AND PATCHING: OTHERWISE ON THE P1.ANS. a. SHALL BE UL RATED AND APPRQVED. f �.� (�}sr���-r s�owr�orv � a. A�L CUTI"ING AND PATGHING REQUIREQ OF THE STRUGT.l1RE{NEW C3R EXISTlNG}SHALL t� ALl.SUPPL.Y DUCTW(JRK LQCATED IN ATTICS t7R UTHER UNCONDITIONED SPAGES b. PRESSURE RROPS SHAL�N4T EXGEED.10"STATIC PRESSURE. �±� � BE FROVIDED UNDER dTHER SEGTlQNS 4F THE WORK. . SHALL BE INSULATED T�A MINIMUM QF R-8(2"L1NER�, ALL aTHER DUC7S iN C,.� b. PROVIQE NECESSARY REQUIREMENTS TO THE PRC)JECT SUPERINT�NDENT. UNCCINDITIONED SPACES SHAL�BE INSULATEE7 7Q A MINIMUM OF R-6(1-1/2°LINER). 28. ELECTRICA�CC?NNECTI(�NS: �.�I � � e. X-RAY SLABS PRlC?R TO CORING. g. ALL OUTD04R AiR DUCTS SNA�L BE lNSULATEQ TO A MINIMUM t�F R-6 WITH A VAPQR a. UNLESS OTMERWISE fNDICATED AL�MAGNETIC MOTQR STARTERS,THERMAL V J BARRIER. CZVER�OADS, LOW VOLTAGE TMERMOSTATS,CONTROL RELAYS, CONTROL �� �••�' ` TRRNSFQRMERS AND S(JLENOID VALVES SHALL BY FURNISHED BY THE MECHANICAL `■J� Q 11. GLEANUP: : a. UPt�N G4MP�ETION C3�THE WQRK UNDER THIS SEGTIaN, THE�QNTRAGT{�R SHALL ��• PIPING {NSULATION: GC►NTRACTaR, ���� �►�� FtEMOVE A�L SURPL.US MATERIALS, EQUIPMENT AND QEB�{S INCIDENTA�TC}THIS WtJRK �� ALL HYDRONiC PIRWG SHALL BE INSUTATED CONSISTENT WITH THE REQUIREMENTB b. PR(?VIDE MOTOR�AND EQUlPMENT FQR ONLY TH48E CURRENT CHARACTERISTICS AND LEA�/E THE PREMISES CLEAN AND ORDERLY. PER SECTION 1204 QF THE 2009 IMC. 1NDICATED ON THE DRAWINGS. � b. INSULATIC?N SHALL BE UL.L.ISTED lN COMPLIANGE WITH A FLAME-SPREAD INDEX Nf3T c. IT 1S THE INTENT OF THIS DIVISIQN TQ REQUIRE A COMPLETE SYSTEM PER THE �*.r/ 12. MECHANI�A�. IDENTIFICATIC}Itii MCJRE THAN 25 AND SM�KE DEVELOi�EE3 INDEX N07 M4RE T�-IAN 450,PER THE 2009 iMC. CtJNTRACT DOCl1MENTS. �rr� a. EQUIPMENT NAMEPLATES: META�,WITH [�ATA ENGRAVED OR�TAMPED, F4R �NSTALLA'�IC7N SHALL BE IN ACCURDANCE WITH IMC FtEGtU1REMENTS. d. COORDINATE ALL EQUIPMENT f�EQUiRfNG ELEC7RICAL POWER, REGARD�ESS OF ��..-■ PERMANENT ATTACNMENT ON EQU(PMENT. c. ALL HYDRONfC PIPING SHALL BE INSULATED TO A MIN(MUM OF R-3. VOLTAGE,WITH OTHER TRADES, SO THAT AL�SYSTEMS ARE COMPLETE AND � ffi� ` b. P(PE MARKERS: PREPRINTED, CfJLC�R C4DEQ,WITH LETTER(NG INDICATING SERVICE, �• AL�PlPfNG RC?UTED BELQW THE SLAB UNDERGROUND SHALL BE TYPE"k"COPPER A�1D OPERAT(ONAL. � SHALL BE INSU�ATED WITN ARMIFLEX TYRE INSULATI(JN. e. ALL THREE PHASE MOT4RS SHALL BE PROVIDED WlTH PHASE LOSS PR4TECTION. J �� ANQ SNOWING DlRECTION C}F F�OW. E A D THREE PHASE MOTORS STARTERS AND DiSC(JNNECTS PROVIQED BY "*"'� °'� c. VALVE TAGS. STAMPED OR ENGRAVED WITH 1/4"I.ETTERS FC7R Plf'ING SYSTEM f. A�L SINGL N , ......� ABBREVIATION AND 1/2"NUMBERS„WfTH NUMBERING S�HEME. PROVIDE 5i32"HOLE 17. TEMPERATURE CQNTROL DEVICES: MECHANICAL CONTRACTOR AND WIREt3 BY THE ELECTRICAL CONTRACTOR. T FfJR FASTENER, a. THE HVAC SY�TEM SHALL BE PROVIDED WITH 7-DAY PRQGRAMMABLE AUTOMATIC � ' 1C� 29. TEMPORARY HEAT(NG DURING CONSTRUCTION: REMOTE WALL MOUNTED THERM4STAT, ftEFER TO a. MECHANICAL EQUIPMENT SHA�L NOT BE UTILIZEU FOR TEMPORARY HEATfNG. � UNIT PLaNS FoR LOCATiONs f �-wa�cor�Tr�o�. ( VALVE. BASEBQARD ELEMENT ���������R EXH AU�T FAN SG H E C�U L E oR EQUIVALEN � MANUAL AIR VENT ELECTRIGAL DATA N015E UNIT MANUFAGTURER& 70TAt FAN OPER. TAG MODEL NO. SERVICE LOCATION m'E CFM }�p� �SP{tN) POWER V/PH!Hz LE�� WT.ELBS) REMARKS {SONES) 1 aEC ��o��cT#: ��oo� EF-1 PANASONIC FV-0$VQ5 BATHROOM GEILING CEILING 65 1,089 025 14.5 W 12011/60 Q.4 10.4 INTEGRAL BACKDRAFi'DAMPER,iNTERLOCK Wff'H WALL SWITGH M(3UNTWG �I � f � HEIGHT ---•-- ; DATE: ISSUE: VERIFY WI p�7'���p HYDRONIC BASEBC)ARD HEAT�R SCHEQULE 4REQU�VA�EN MANUF. . � o�_��_�� PRICING ELEMENT FINS HEATING DATA COVER QATA � SEE pLANS FOR TIE_�� (�}�-(}�-'�� PERMIT UNIT MANUFACTUREFi& �ENGTH HWS Et�CLOSUR� ry1/1/� ���q'��p��, �q�H T-BTAT SERVICE LOCATION SIZE PER Cap EWT LWT N10UNTING REMARKS FLQO SHALL CQNTROL C1E2CUI7 � TAG MODELNO. {IN) FOOT « (BTU/LF) GPM ��} �� WPD(h� �EfGHT(IN.AFF) HEIGHT WIDTH � �'�-QT-'IZ PERMITREVfSION SHOWN ON PLANS, Bg 1 STERUNG SEE PLANS ` ' SEE PLANS 3f4 50 �E� 58Q i.Q 180 160 0.02 1.875 8.5 2.7 - KP-3l4-50-2 PLANS � �� � A IZIN LE - �' � � � � N C� T UU A T E R � I f� -- T�J � E R A D I A T i � !� C� E T A 1 �� ��w��cTL ����k���.�c � JQB NAME: MORTON RESIDENCE PROJECT E�EVATIQN: 8150� A.S.L. JOB NUMBER: 12009 GAS VALUE: gpg; g�/C� NO SCALE DATE: i iJ7/2012 GAS COMPANY: LOCAL 1.Y1��r�JL 1.C1�.�{1L..C-1L PREPARED BY: MARTIN ZOUREK MAX. PIPE RUN 175: L.P. 0; M.P. L�V�1.�I 1J /� TAG DESGR(PT10N B7UH TABLE CFH SIZE (� y���,��� � � �P ;FIREPLpCE 84,Q00.00 : 99.0`1/2" ��� � .�' �� ����i � >........... ... ...... . ........ . ... ..... _....... (E) BBQ iEXISTING BB4' 30,00000 371,1/2" ;~�a.�'�����`����°� �°"�� �.2��,����: _ .. _ ... ...... .. . .... ... .... _._........ .... ...... _. .. ....... . .... _.. � ... .... x �,��.�s�����.w�.�����. . . ....... ... . a �i�� `��,� �°� _....:, _. .... _ *. .... _... 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PIP� GUL----� / /� 3�_3fz ; 3'_4,� '1'-2" +/- m f l . �-° � � ; ; : � �. �,�;�,.'� W Vd P P 8�_6� VERIFY � /' �, "�* �''� �1 � _ 1•�,,`�,/ `7: � � ! ' i 7 t # � � t � •, � � �,,, �...,,��\ f,�` � _r\ ; ( � 1 4 ;__ �. ( � � '��, r ti/� v � � � � f ��,/ , � ; � , , � � , ' ' ' _... , w - �.:-`- � z :.._ _ � �... � - . i .... � 4 \: � G NV�Rfi EXI�aT '' �``, -' � - _..�... _.... ...--�_...... . �, `; �� i ` � i ; ! i � : � � Q � � ' ' � � � ' � � � ___ ��ca -�au�r�ir�� � � ``z ' / M��i,a �i�e� ry ia ;; � � � .,,,. `�., ��l .,� � ; ; ; ; ; z , : ; _....... , � / ti `�a, � $TORAC�E � :/ �, �'�- .-'= : � ; i j ; i i i ; , _.. � 'f� C-r $ �IREPL.,4GE r �`">°.��' /' �• ; - ' �`� - � • i : � .�IL i ..... r �.. . i f�' OI�. R : cy f �� � ( °_'°°'` _"i�..-` JUNIc�R MASTER : � : . : 's i � . , _._.� , \� .. . �„_ ,r,'d f -.,�___ 3 1` , �y�_Pj�� .- i � : I ; ! ; ' � ' : � � �`'�� � �•l'�`DE�K�d �' / /,. FLU� � ib j' �/ '.___ ._...... ..__._ .�___. .. � �RIF I �new sconces -new c,ounter ? ; � j ; = f ' : � � 1 �� 4 ......,. ,�"�`'�,'' t 1 � _ � rec c.ans and ca�r5 . . . 's : { . I � \ +t ��I� J ....r"'' �...... � ' i f f � i � ........ � . � � SHELV�S ,�i" • � � / � }�I'Y ,� _ � � '° �ryl� ��� : � ! ; ; : € j � � .. , ......... � . �, f ��, �/� ; r i� / � .< .� ,� � owr���z�s �'n� � � � � �._;...M..__;.._�...�..._':..... , ...._., , .._...�....�w.. .._._ ....._...._. ,. / 13 �f,� KITGHEN STORAGE �- � -::�.: �::: ;� � � �'.W... i / : ... .................... ........ � ._.. __._...._..,.. ...._.. ' . ' r' I /�p q �l ...._ ......... �,� !'y _ i� � W V(" �f- �••�i�� ,�,..,_..._».. ._ f l � .� .. / ........ '" \ � i / ` \` ��' �__....��,���►�,- � ::::..., �`� ��. �� r,, _.�_...._._..._.._.�s .�l 6 � w�� � ; �� � . �...._ �H��V�� _;:::.._ �., `ti ��.. /�,� ��/�� '�' I � I ; //,= �., ��----�.. 1 � ....... � / � 7\\ ......... ........., f ;/ •��� t �. � t 1�.� �,f���#.�. �' �- ("�'� '` �� \ . � �. � D `^�" ��. t.�+��1��� * �s� �"S�?.� °�"c� �� ��i� � '�"" �� � : ,� MUD ROOM � •'�� �` ���, G }N C�P Gf� _6�� �. 4 POWDER RQOM �� c4, ���� �.-�~�'+�����" � �� �"�t�.. ���r�'�,� z r �P �p �,_�° -/� / �s, . �� � ,� .R, �,, ,���� �w___. t��w wr�naw '"� ��+�,+�^'� �� �t,� ��� ,/`� �/Q� x! ��r ('� GPSL Architects.P.C. � CopYright l,;,J All Riqhts Resented `� �� ��` �� "^--.... .�-'��"f ThEs dacument ond Yhe ♦ ? ,,0 _ � APPLIANG� SGHEDIlLE. incorpora e�i�e ein,as `�.�"��.. �� C� C�` � �� j �,.�'��`.H "•�� R.�� an insirumont of profQSSianal � - REFRIGER�ATQR/PREE�ER - SUB-Z�RC7 UG-,24G(I) w/ IG� Mt�KER, �VERLAY PANEL. service,(s tho Pro�serty of ADD �2°' GYP E�L> QVER-°-' �PSL Architects.P.C.,and EXI°aTiNG BRiGK l�ALL �� W I1�tE GOOLER - SUB-ZERO 424G/G} wl Fi1G!-f ALTITUDE CaC,A55 � I?'JIJR LC?GK [s nat to be used,in whoie ��� or in part,for any athar � proJecY witnout the written � I�15HWA5HER - B05GH 8Q�? SERfES SHV�iER5�tY authorizcrtfon of Henry R.Prait f/J ��■ y��i�� ���„ i or Sidney Schuitz. ����T��� MIGRC7WAVE - GE Profile Advantium'� Wall Oven i�5B2�DONWW ��; � hti� UTILITIES UNIT 3O4 tt?RYER - Mf�tYTAG f.3RAV05 X MEI7X6JOXW TO MATGH EXISTINCa W,45i-I�R ���2��T # ���,��' �(���j� 1I4° = ��_G>�� VESTIBULE c w �� �� a�_6° �-r �`".��___..�._� Date: t�ORTH p 4' f,�' I� MAP'G� ��I� ������ �� ���� 26 fi�pril 2QI2 ��������� �`� � �� Bvildinc� P�rmlt: ������'���� � � Mt�y �C�12 �����a_�� /� , �- ' 18 O�t 2Ca12 �; � -��..........�..�.. ��: _�..�.. � � 23 Ju1t� 2C�1� . , ,� . ; ��.�_� ��� � A._...... ._ ..._. ..__.. ......_.. �,, �,,� �� ,` : �----�-�--1 : �g �� : , ._ : � �--� � � �.� .� �� _....._ , : � ;....; � .,._........_��_.,._�........_.�.,,.,�,.__..� GC�I:E INFC,�F2MA�T14N GENERAL NG7TE5: .... ,�d I i I �` ' �.....:._<.:�� ,:-:::_�:........_t..', �f{. " �"' �.�..�..,. ' `� ,hLL NEl^I GONSTRUGTiC7N TO GOMPLY WITH: DRAWINCa� BA�aED 4h1 Oi21�INAL �.LL INTERIC�R AND NEW EXT�Ri4R � � r ' �'";'"' ; -- ' ;; 20t�q Internationai ReSidential Go�de DOGUMENTS PROM I�{65 AND FIELD PARTITfONS TO r3E INSULATED w1 �� �'` '� .; :• � '' {� :: -.�! �,� ` ._._ r �....__. ,m;;:� �..� :;'i°`�<C.-y .� ;i nternattona! Plumbin Gode ME,�SURED D(�,4WING5 SY OTHERS. FULL-1�EPTH INaUiATlO�i. NEW Wf�LLa � ....._. ; �' � � : 3 ,, ,, "" : -� ,` /�, ;� �( G �f � �' � '� ,...` �t' `_......_............_......__(;; 20U�i International Mechan�al Gode MIN R-ZO, NEY�R GEILINGS MIN R-4�i, ��" �y� � �� Q . j �, , t-: : ' �: d'' ; . . . . . �:�� , � �"'�'�` , °? 200a Internati�nal Pue1 Gas Gode GENER�4L GQN7RAGTOR T4 �/�I�IFY �. `��:f'' �....._.,..._._._� . . 4 �..:::::.::-::_�.:................�........, ._ �r� ,..� 'ti ,: �! I `� � q (� / c (� �} }, � c Q .-� I �J:M"""�yy_ '�"° 2Qpa Internatior�al Fire Gode f>.LL. DIMEN�aIQi�S AND GOC7RDINATE ,4LL NEW GEILiNC�S A1�D �X�'05EI7 � ^w � � �_�_�_ i /� �'';_l_�,.-'.�-�.:::::,.Y:�_:�,. 1:_ «.-::.�'�`' � . 20Qq International Ener Gonservatic�n Gode ANY D15GREPANGIES wl ?sRGHITEGT. FLODRS TO HAV� �PRAYEL7 iNSULATiG7N. R� �M � �I V !�(�I �� IVI�11� l � (� � � 41 [� ��!VI � �����1� � � N : : ti� ��" _' �..� � �...� „ _..: ..,, � ;: g 20�1�49Q �''�, �i �--� � I� � �; �..� '; � :F 2C?08 Ntational Electriccat"Gade �(� ' `�.'�i'.. . ".:�"�`�„� -"`� I' �'-�` �' """'"" 20C�3 IGGlAN51 Ali'!.( (Accesslbilit Standard�) t�+LL N�W WALLS 7U BE 2x4 4R 2xb AL7D ELEG`CRIG HEAT MA`f'S i�i ftLL NEW �.' �'``�� ^� � �i ( i � I` [f� �'�'�.-'�"'.�" °��=Y� �OG7g Amendments IaGated in Qrdl�nce No. IS, 5eries 20Q�! WOC1L7 STUI�S c� !6" o.c.. WITM Sia�� BFiTHROOM �LG7C)Ra. ' �, _. ,`� �� I �,.�i�`as( � �....:s. TYPE-X CaYP E-3D �AGH SII�E, �'aIM CEILIN� HT �"1. `,r ,..,.__._._._....s-.�:.-.-�,_._......`�-..��....._..__..__.,4->_.•t:�:.--._�................._„ _.._._..._: NPE dF GG7N5TRUG7IQN: Y- I HOUR UL DESIGN t�o. U3Da. ALL PLOc7R AND RG�OF PENETRATION� �' M �c�/ � � � � f 3 STORIES f)N EA�T SIDE; 4 STORlES C�N WEST 70 BE SLEEVEt7 AND GAULKED P�R dQ �p' �- NU BE � f'f G7GGUP,4hIGY GLA551FIGATIC7N: R-2 �IRE SPRIt�KLERS TO BE RQUGHED GODE AND TD PRC7VIDE A WATER- u VARIE c a��a� �'�,�;[�A�G� .,� �f Af2E,4 C>� UNIT 3G+4= 1,233 scj; ft. !t1 AT UNIT 3C74 POR GPNNEGT{ON TIGFiT SEAL,. VB VAUN��� w/ BEAMS �� ARE,4 fJF UNIT 306= 1,6007 s ft. 70 FUTURE SUILL?ING 5Y5TEM. I��SIC�N � �.�C✓����� ���'�f OGGUP,�t�T LDAD UNIT 304:12�200 = b.2 BY 5UE3-GONTRAGTDR FOR G.G. `� ( `}� C�GGUPANT L4AI� UNIT 3�6:�t'ao/2aa = S _ `.,,---- exrr PLUMBiNG PIXTUI�E GC7Uh(T UNIT 3G�4 FL(JQR BASE WA�,LS CEI�ING uca �aL� 2 WATER GL05ET5 �E"1P'iEi� I�UI"1'1�?Est` 3 LAVa,-raRi�s CO ���-`A��Q �.0 ECRETE T T N ��NM��C TI�E P T�X`TU�EQ�D��LL �T FABRIMi� TI��EC"D NC'> AGGE551BL� ENTRANGE! 3 E3A7HTUB5 OR SNf.�WERS YWAI.L T RAM) T) EXITS AT THIS 71ME I KITGHEN 51NK CT Lk. � Q T pp� �j ( AUTOMA�TIG WASHING MAGHItJE �� STONE AS 5PEC'D V V1NYL� S�E�'Q M� �MA�BLE�� �Y� �� �IRETA�ED�GY�P�` MA PL.UMBINC� PIXTURE GUUNT UNIT 346 2 WRTER GLC�ET5 T TIL� AS SPEC D W WC7C}0 AS SPEC D P THiN PLA�T�R M MARS�E 3 LAV,hTC�R1E5 �T VINY�1TT L1NY� y�,l� �WaOD�AS �PEC'D W T WOaD�AA T�5P�C�C} � 2 BATHTUB�a C?R 5MG>WERS W W(7UD A� SF'EC'D W!� WAL�PAPER WP WAL.LPAPE� I KITGHEi�I 51NK ���.V � -{— � � I �� � � � EXIST. MASC?CVRY � WALL o�M°NRY - � - �TRUCTURAL SPECIFICATIONS I ; _ _ _ _ _ _ _ _ � � ____ �1 � ° co����. ___ ____T � _�_____._� � __. 1 _ _ _ _ _ _ _ _ _ � c�s� �, f j C 10x30�EDGER � � � 1) Foundation design based upon soiis bearing capacity of 3000 psf shawn on 5} She�th lloors with 3!4"T and G plywood with minimnm spa�ratiog of 40/20 or 12)General Contractar is to coordinate all dia l�ra encirations r e chimne s � � � ' ' PER PIAIV 2"_0'� 1,-4" � "^`—/`' � �� , �� , �, , �� � �� DlST.TO CL ori 'nat structurai drawin „ � �°1 P ('. ., Y , ., � 00 I i i 1-4 3-4 � 1-4 1-4 �, 1-q. i 2-0 � „ � �• betfer and giue with PL400. Nail pt y wood with lOd a}6 ac ta all jois t s,fi e l c i p l a m b z n g,s e w e r s,e tc.)t hrou g h flcwrs,w a l ls,roa fs an d foun t ia k ian w a t ts wr't h ap- t�-� � � -f ,�` ,�-- � j� ,; -- � OF CC3RE$ MAX. 2} All lumber shatl be Doug-Fir#2 S4S or better,all wolmaaized lumber shall be coordizaate scz�w o tion. '^�t' � P �rapriake sub-cantx�actars. Cieneral Contractor is respans`rble for the means,meth- � a _ I + + Hem-Pir#2 S4S ar better all lumber rvit�tin 18"of finish ) g ads,techniques,seqncnces,pracedures,wozkzznanship,seasona(sclaeduling and ( grade or in contace wi t h 6 Live laads used for desi n- � ; �, .�,. � � �" i ° concrete must be wolmanized}. Provide solid blocking at 8'-4"an center in a11 -Raaf-100 psf snow. job-site safety associateci wikh this project. The General Contraotar is to verify all ( � � � �c- 4 +�- 1 � �'- 4 diaphragms. -Ptoar(new)-50 psf residen6al. dimensions and elevatians with tlze architectural drawings. Notify engineer af alt 3 j ' C ��"� 3) Siructural steel shall be ASxM A36 or better exce t Wide flan es shail be A992 g)- p ' p g (existin 40 sf residen6al. conflicts and omissians betwaen various elcments of tl�e warking drawings and �^-- � � ' � °4 0 4 ���� - -� c�- � � �, � � or better,pipe columns{r�oted on plans as pipe,in mannal as HSS round}which -Deck 104 psf. the existzog conditions prior to commencing with#hat p�ortian ofihe prajeaL Q� # shall confarm ta ASZ'M AS£3Q,Grade B(Fy--42 ksi)or better,tube steel calumns -Wind-90 mph(3 second gust),Exposure B. Genera�Contractor is ta inspecY remexiel projects and vezify przor use and proper -= � �r � �, $, _____.�------- ------.__� „ � , „ (nated on plans as TS,in manual as HSS rectanguIar or sqaare)which shalt be -Earthquake-Zone C-IBC, disposal of existing materials(i.e.,asbestos,etc.)as required by code. Tdentity of (� � �, -�`��' � ��----"` 12'_0"� � _.Y � $ � $ �� $ � � �5 0 0 G r a d e T 3{�'y--4 6 k s i}o r b e t t e r,a n c l r o r b o l t s an d i 3 o l t s s h a l l b e A 3 0 7 or be t- 7) A l l cons t r uc kion mus t camp ly wi t h die 2 0 0 9 Tnternation a l Building Code as all existing�idden structural n�embers based upon plans by I'l'T'L�IUGII SCC?Tl'- � � j � � �-- � � �i' ��� ter. All structural steel is to be de#ailecl,fabricatecl,painted and erected in accor- adopted by the Towxi of Vail Building Deparf�ment and the"General Conditions af �3,RCI3T1'ECT tlated 7 Ma 1965, � ��� �r EXiS�i'. MASC7t�tRY r Y daiace with AISC S'I'EEL CONSTRUG T'I�N MAN[)'AL,2005 and COD�OF the Contract for Conshuction"(AIA.llocument A201). All construction must be 13}Ati�naterinls exposed to exkerior and or moisture canditions shalt 1�treated for � aa T � � � � � CORE 1YP�� � _ _ � 17"-4"(Fi ELD VERIFY) � �{, STANDtaRD PRACTICE. AIl welding to be performed by a certified welder and completed within ttte Yolerances described in the"Residential Construction Per- these conditions(i.e.,che�aicai ireaEment,staining>painting,damproofing,mem- � �y c.°� � � � �� �' � -`T � �� conform to AISC and AWS STRUCTtJRAL WELDTNG CODE 200U all eleo- formance Gaidelines"as p�pared by the NATIONAL ASSOCIATION qI' branes,f3ashing,etc.)as req�ri�rc:d by cocle. A.11 materials to be treated ar protected b- � -�--� DlST TQ C�O�' EXISTING ARCH (� 16-3/4"DIA.EPC7XY ANCHORS l� trades ta be�E-70XX. Gra�t Ereneath atl base plates atad beazn bearing plates HOME BtIILAERS. for�re resistance as required by code. ._._., � � `�� CORE 8°MAX. TO F2EMAIN ,S� C?RILE.ED 6°INTC7 EX►STING shali be non-shrink epoxy with minimum 28 day compressive strength of 5000 8} Canskruct waFts as foliaws- 1 4)�u m i s l�o n e s e t o f s h o p a n d e r e c t i a n d r a w i r��.s f b r s t n r c t u r�t s t e e l(i F c a m p l e t e d j t o � � j °" � D E T A 1 L F I � GROUTED MASONRY OF Fsi. All Epoxy Anchors to be instatled according w manufaoturer's specifioations -Interior-2x4 @ 15"ac,nnless noted otherwise. the engineer For review and approval,prior to fabrication,when shop drawings are p � 1°`'� � and details. 9 A11 beams, N M A S O N R Y C E L L S T YPICAL 4} Versatams{2.0�}are as manufactured by BQIS�CASCAI?E CORPOi�ATION; � SIMPSQN Stron�T e�an e or a�ro e�e u 1���°r beams,or be hung with �� S�c alans�tctionto be com It d b buildin of�cial a roved ins ctian � �j � g g PP 9 ) P� � 1� P Y � AP P£ � Gv`� see shop drawings and mannfacturers standard detaiXs. All built up Versalam IU}Ali structurai mernbers are shown in their final positions properly braced and sup- agencp fnr stractural steei canstruccion ifrequired by the building officiarl. In- � ,� } 3/4"- 1'_0" beams must be glued with PLA00 and nailed with 2 rows of 16d spikes F(_,,il 9"oc. ported;dnring canstruction it may be neccssary to temporarily share parcions of s�ection reparls to be prepared in accordance with IBC Chapter 17 an approvetl � Versalams deeper than I 1'7/8"mast be bolted tagether with 2 znws of S/8"di- the structure while othear portzans are being constnrctccl. Contact the engineer for fonns,verifying com�liance with cpnstructian documents and be sobmitted to ihe armeter bolts spaced @ 48"oc staggered. Metal X-bracing required at 8'-0"oc in consultation as requised. b�ild"ang afficial f�r revi�w and approval,copyi��g tl�e awner,general contractoc all diaphragms. All alternates to be reviewed and approved by the engineer. T 1)General Cont�actor is respansible for all non-specif�ed cannections,contact engi- aud en�ineer. Coord%nate inspeclions with general contractor sa that s�cial in- neer for details as required. The enguzeer is to approve all struatural substitutions. spections can be periodic rather than continuous. i � I � x*�"��'�.�6��� ��� � ��� � �._.__� �� '`�4',�.°��t`� � ,��"�3 � � EDGE OF EXiSTING EDGE OF EXlSTING PC?�'iTlQtV QF � �'' � DECK TO REMAW WALL ABfJVE � � � � �� �� � ,�"��.�e � � ����9 � � � ������ ,. EXISTlNG MASONRY � / � �� �n� � �� "� �� , TC3 BE REMQVED �r-- / � � � �'"� �,�����.,� �p ��x �� 2x12 LEDGER 2x6 @ 16'"a.c. �' °"� �� ��°#�°�°�'-�°° � � � �� 2 c„,�s "'� ^� 5°�-�"r��4��`'�r`'-�'tr�� FLOC)R Jfl STS AND __ �.__ PER PLAN PLAN ING PER � � .._ � ____ _ ____ � ..�.. � _____ .� � �� ., � � ,���� ���,���,�� T4 EMAINSTEM I � � / ��` �'� � ` ���P-=p 11/8 PLYWQQD � � �4a � �m � / �� 4�t �'��� /. 91'_8'" � �/� � EX16TlNG�4� 32"o.C. Td REMAIN / � �xNM___.�.. _._:�� . .��.:__�_,�. _ ___�::��_._��_w�_,��rt�� _ __`-� ----�}- / `� •% / `,, __=� � �� e Q�-�� __ _ _ _ _.. _ ._ _.... � _._.. �._._ _ _ __... EDGE OF - COlV7.°2x"wl � -- � � EXISTING DECK ,,a� -.— — _____ ______ � � ._.� � .__ ___._. ..._�.. ___�_� n___. _____: 'tI2"DIA. EPflXY _�__ �_��,�s�,—_ -- TO REMAIN �RL ANGHORS�a �` � @� 36'"o.c. �"� _-- 2x12 @ 15"o.c. 2-2x'12 RIM PER 2 PG.1/4°BENT PI.ATE / p��� �+''s�, H �„—'�----- � _ —_ FLOOR JO(STS PLAN 10"TA�L w12-5i8'� �?f . PER PLAN G� EXISTING 2yc10 @'IB"a.c. 4-LVL 1 3l4x'11 7/8 PER S� � DIA.M.B.PER � PLAI�}-NQTCH TU 11 1/4 C 'I Ox3Q LEDGER PER MEMBER(2 TYPICAi.) ,r ca AT CANTII.EVER-FlELQ - PLAN BOLTED Tfl / f ����'� � j�r�TO ftEMAIN . , COQRDINATE EXiS'TING MASQNRY. � / � � 'f'� EXISTING 2x10 @ 16"o:c. INTERAGTCON W1TH � � '�� �� .s EXiSTING Ct�NT. ��T��� f� EDGE OF NEW -� TO REMAItV � d- �EDGER ,�'`,�i �•�� BAY WlNDC}W �o �'��,a� `;�' �, � � � �� � .� �`-�T�st ' Q'�'F i � ��� � ,� 3/4 1-0 ,- 2-2x12 '��}� � � .�[ G � �/.Y ( "'V �� ����` �, �� �' , � 2x12 LEDGER w/314" �\� ���'���o ` vd�� �P� ' �F � DIA. EPQXY ANCHORS �/' �a 24"o.c. �..a� � r ,�/'Q'-5 �`� � ,--•t �� ti�, G•�Q FtE�D VER1FY ,t4 � -� �f''j -� ��,� � �P� * SOLlD GRQUT �� � ��Q� I �Q�' � �rr r LV�131�X� � � * TYPICAL ���� ��,'� � ��Q-��Q' i fiqlq..��P~� � BQ'�E ,�/ H 't '`�4 EXIS7INC �� STEEL °' Q� W cv Q�P � � BEAM T{a REMAiN {C, � �ro�oF��.Ywoc����X ' �lD� �� ,�� ,�O � p/Oj9 � ` ` ''`'� 91,��� cv � � r�,.-,Q p{�1 A�T,�,-}-�, Q���� � ✓ cy p T (� T5 t0�1t4 .��",a �S� .�-�rr �,� '�'�c�q�O�G M �.0���„�c.� �TQP OF PLYWOOt} � � V � sr Q.� �,,,�� °',�Ca � g���,� � � ' �`� �.,�� J s3 C� a � .�� . .��,� � �. � `�C � `�`L � TQP QF EXESTING PLYW40D � 0 � �\ � ��G �r� ���O�l� � ,v- •� �� r g��..g�� ��R -�. � � MQVE 8"TO�''. �,��- �'`�,�a� 3 p��p�'�p,�N .��� �( P � `_—s .�...�1 � J ( ( AVUID EXIST. �� rr � � �� p1P� 11q, ►�- �,.., � wor � EIECTRICAI r �!,� ��' ��$� � � �ax � ,. � ��ovE � � � ��-�,_��.�/ NOTCH LVL"S AT EXlSTING STEEL ���� � � ■'* BEAM-FIELD �5 EXISTING 2x10 @ 16"a.c. � Ct?f}RDINATE �G.'�' EXISTING 2x10 @ 16"o.a � � � ; CONNEC710N \�,��'�� TO REMAIN TC) REMAlN � `�'� � �- � _' � a � � � � � � � . � � �� � �____ .._.__ .__.__ � ____. � �. �� -= ..� _._._ ._..._ '.�v ._____. _�____ + �° �t�i ��"�.a � �� � � � ��� �����.����� � �� �����=���� � �° ' �����������`����� `� C� g� ��. ��,��; -- �` � �- `� („� ���� � ��� ��w._ , T H 1 R D F LO CJ R �RAM I N G ���N� ___.� ..�__��n���.�. ��.� .���. „� .�� � �� � � i� � � - 1/4'" = 1'-{)" � ���. .�. ,.�..��..���,@��.a. .,�,�,m��. � .....� PC�.TE 1/2„x3,�x0,_8„ T(?P AND�OTTOM �� � TQ�'AND 1 t4" 8„ ,- �� � _ cy �orrann �r�° s° �.' � � � � � � � � C 10x30 FER P�AN oc � �,�'��''� � �U� �. i' �U�l� � I -� . � BASE PLATE ��-� � � -� Ca 7'4�1NC�J t�� V`�I1� �rzktxs�����-o��w��-�rz° ,� DIA.EPQXY ANCHt3RS �1 J4" —�--�--�- � ' �4"6�x6"@ INTt?GRtJUTED CELLS. A�D SPLlCE � 9t4" E�.EVATIC�N �ECTION �� # ��,,,,�,.��--.��.---..�„__��,__.�,,.------.� �rs�oX�X�ia � �`�' \ PER PLAN � o C)ETA,I�. C) ����f � ����, �/ �• rT" ��. � r � ; �6�g�� ��\� �� �� 1 112'"= '1'-C!" �Q� �'° � ��% r � � ��.� �` � � BASEP�AT� 'I 1 sr�°= ��_o„ �.� � �� � � �� $" , EX(STING ' 2x6 @ 16°a.c. EQ. � 7"�.� EQ. REM N �J EPQX�YANCNORS�@�24" i � PERP�LAN ��I]� � N � . ����� �f�� 2��' NOTE- o.c. INTO EX1S7lNG 8"' � �� N � � � � PER ARCH LS � ; � ADDIT1dN QF 3/4"DfA.AL.L-THREAE� MASONRY PER P�AN � � � � : .��'--_ /- DF#1 FU�L _ �!- TO EXISTtNG 4x6 CONNECTIONS i , �� * d�- t �� _�{il � HEtGHT � fMPROVES THE EXISTlNG 1 118"PLYWOOQ i �� TF HANGERS O �_____����._____�� ��____.__ �' i � TYP.WEI.DED TO ' EXISTING 8" � � �� � �V �DG�� CONNEG7lON. iMi�ROVEMENT r STEEL BEAM � _� � � � D�ES NO IMPLY CODE � _ � 301'-2�� � MASQNR`Y WA�L I � ______�__ ��i__.�_=1 W .�_ _____.____.____i �r_��.__.__ _---1--__ i_ ______�_ ORnTHE�CONNECTION WITN PAST ..� T_^ � -Y _� :- - Po s.. T(}REMAIN _��___ _ _ � � �.______,� __ _ _ ___ � ____ - ._ � � EXISTIiVG 2x10 ' � j � 4� --, `__ � FRAMiNG TO �( i i i � � -- --- --�-- �(�---- � ^ OR PFiESENT CCIDES. � _ __ � � � � REMAIN � � E � � ►�iC�N-SHRlNK - �- __'-=-- �. � ______ .---- _.u�r-�._ _� ` �a- � � � � � GRt3UT AS REQ'D � EXISTING � „ �� ; � � ��� � 4x8 TfJ N�MID[�L.� �C1��ME BERS.�� � a ��,�� `° � .� -- � � 114 � T x�7 4x114 or � _�� _ OPENiNG PER --� � � R�MAfN � 96"o.c. � � ',�t'3 �� TS 8x3x114 P�ARI-��-'' � � �" 1'' RCH LS. � � ----, tci � N �- � � � 2-314°DIA. W 8 x 21 PER PLAN i I � � O �51�"�S�t�XY � '( ca C7 TS 8x3x4/4 r TS 7x4x1t4(LLH) , - - i __.,._...----A�L-THREAD AS V1iiTH L 3x3x114 CLIP ; �-2x8 PER � (U .�'� t� ANCHQRS @ 24"o.c. P�RF`I�w!5/8"DIA.EPdXY i AT RIGHT °cv � �- � INTQ GRQUi"EC}CELLS M� _-''-`` 1 \ ANGLES AND BEARINC � ° ANCHORS @ 24"o.c. INTQ k �r O -" r.. ---r-u---��- PLAN � ��� I � 4 _ t RNGL�WELDED TO TS "� �.L > RC7UND H4LES RS _=� �-----�� GROUTED CELLS-ACCESS _ ' � EXiSTlNG �' z���` � ��� 10x2x't/4 � � � REQ"D T4 TiGHTEN �� HOl:ES TNRU BQTTOM FACE I � -' EDGE OF 2-2x10 4 -� c� � ANCHOR �� � � ARE SI�E OF WASHER PLU� 9l4�' � � �,/ � EXtSTING DECK � 4x6 ELEV. �\ � � �� ! ��� � � --�� .� _ _ � ,, � �....� � , �� I � � _ � P D E TA I L. P sz �,��,� ,,_�,. G 7x9.8 COLUMN PER a- � z = �� ��� �'t. 1 M G 1 0 x$.4 w/5/8 C}1 A. � �� � �. �„ ��� ���� -�`�a � `�.��� ;r �`�����: S� � E P{?X Y A N C H O R S @ =—..---J- PLAN wf 5f8 DIA. EPDXY ____�__ "' • S� �,� �"� � A N C H 4 R 8 @ 2 4"o.c. I N T C 1 � Q T S 8 u 3 x 1 1 4 3/4"= 1'-Q" �r"�r` �' � 24"o.a INTQ �� �� GROUTEC3 CELL� t- � EDGE�F �x ���,'� -� >���� j GRQUTED CELLS , ( � _J � `� ; ��� �a ��.� � ____ _. � 112°BASE PLATE w 5I8" ��_ �� ^�. K � � �� ' EX1STtNG ROOF � � `',� �`s ���" ��� C71A. EPC}XY ANCNORS � � �� ��° � � ���� � �>a 1!4" � „ ,� � tNTQ GROLITED GEL�S � � '�^' 2 �# ���� ��� �� ��'.� BASE PLATE 112 x? 112 � �� � �.��� �� ���� ������` �,� E � � �'— �'�a��������.�`�; � � � � ar�ac�oR i vroa,��o� � � .�... __�.. _____ .__. ---� � � `� �Q<r-� � _��_ �� ��� y��� �� � � - � �ROU-r�o cE��.s � _ `� �' � L ` ` � t _ � �_ -___ � /�j X, S2 � G.�Xgg � __ z = � � � ,� � . _ I____ ________.�_ _______=_ ' �' � tvorv-s���rvK _._.��..v_ z � � ,/ \�,�� f �ROUr As��c��a. �I�w ���� � v�l�� �1�� � W � / ���, ``t _��:���---.�.-- . . � •� � � �•� � � � > � ,�' �; �cis�rir�� � � � � �� SZ MAS(JNRY TO <[ � p �� . ��� BLOCK 1 Ht�LES REMAlN � �; �/ �2 '� - K �E���� � __.__�_��_ � � �� � EXtS7tNG 2x10�16"o.c. TO REMAIN � D�TAI L L �z ������ ,�_�,� �' �� ��y �� �%� ti7,�G . "= '_ " " �� IN PECTA D R NF � • >� /�G _, 8"MASONRY • � � � raor�. �a� � o // s N ,�� o� � FIELQ COt}RDiNATE TEMPdRARY � � ,% . ,/ � EXISTING BEAM TO� �2 SHORtNG AT TIME C}F GONSTRUGTIt�N � c� / CONNEC710NS� A /4" �� � � � DIA.ALL-THt2EA� , . -f- � ar��o�n�oLi-r�orv w�T���v��N��a �� �� ,� �� s�owr,. �� C� �.�� a, �"�' �' ~ \ /� � � ��� � �Ca G -� 3-2X12 ���.c, . � j � �' t�`,�,-9 �tG�' ,� .� �/ i�, �- �� ��� � �.' X S2 � �� , � � ,��, ��v. /`' . I �, � �,t ry,� � � P�,, \� '� � --.,,-.-..�-�,-._,� � � � � �' ,.� �- �� �� P S2 � ��`�o f-- + �� � / �ti Q� � � /� ''�`'�"' � `t' '~ �� �a `�4 � � �'�P� P'�P� P'�P� � .,, / � �,.s���� �`�` ��, �� ,�� . �� / f 1\ 3�d���„ �4��,.�•� r0��..�� � ..� �-��' � ��, a� w� �. /f � L---, Pg'� EXfSTING ��C. 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