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RE��R TO ,4PPLIGf�BL� GODES ,4ND REGULP�TIONS ON THIS SHEET. ��W g�w LL W=�;�a�Z�� Q�=OxOOx�cnQ�J�Oa W (n�(nF- �J = W H p Z w�W��Q��Q Y A O G0�(ER SHEET 2. RE��R TO G�NERAL GONSTRUGTI ON NOT�S ON SHEET A2 �OR ��w�o w°w�o��o=��� DRP�WIN6 INDEX �DDITION�4L GODE REL�4T�D NOT�S AND IN�ORMf�TION. a X a W~o o�a�°Q W�Z°_ ?w�m��aLL2 W LLUd'OQI-N ZONIN6 SUMMARY S I �� �� X �i�O��� I �T 3. RE��R TO N�W WINDOW GENERP�L NOTES ON SH��T f�4 �OR 51TE DEVELOPMENT ST�NDf�RDS �DDITION�L GODE REL�T�D NOT�S AND INFORMP�TION. PP�RKI N6 SUMM�RY G T������� PROJEGT DESGRIPTION a.� I BUILDIN6 GODE NOTES LOT 51ZE _ .3611 P�GRES, 15,730 5Q. FT. (' APPLIGABLE GODES AND RE6ULATIONS Z VIGINITY MP�P DWELLIN6 UNITS = I Z — A I EX15TI N6 AND PROP05ED 51 TE PLAN ���� I G���� O J SETBAGKS SUMM,4RY: � IG � A 2 PARTIAL EXI5TIN6 AND DEMOLITION ENTRY LE1/EL FLOOR PLAN _ , , G O��S ��l� i��G U �T I O I�l J : Z H REQU I RED - 20-FRONT, 15-51 DE AND REP�R � PARTIRL PROP05ED ENTRY LEVEL �LOOR PLP�N EXI5TIN6 �GTUAL = FRONT +/- 26.5' � � 6ENERP�L GONSTRUGTION NOTES THE �OLLOWIN6 GOD�S /-�ND R�6ULP�TIONS WILL APPLY TO THE WO1zK ON THIS PROJEGT. a EAST 51 DE +/- 24.0' _ P� 3 Pf�RTIf�L EXI5TIN6 AND DEMOLITION MAIN LEYEL �LOOR PLAN WEST 51DE +/- 2Q.O� I. 2012 INTERN�4TIONAL RESIDENTI�L GODE (IRG) AND I�LL REFERENGED ST,4ND?�RDS. W LL PARTIAL PROP05ED MAIN LEYEL FLOOR PLAN R�AR +/- 36.0' � W 2. 2012 INT�RNP�TION�L BUILDING GOD� (IBG) (PER TOV ORDINP�NG� NO. 12- S�E BELOW) A 4 PARTIAL EXI5TIN6 AND DEMOLITION NORTH ELEVATION PROP05ED AGTUAL = FRONT +/- 24.0' V C7 PARTIAL PROP05ED NORTH ELEYATION EAST 51DE +/- I8.0� 3. Z012 INTERNP�TIONAL M�GHf�NIGA�L GOD� (IMG) AND �LL REF�R�NG�D STf�NDf�RDS. W Q NEW WINDOW GENERAL NOTES WEST 51DE AND RE/�R - UNGHAN6ED 4. 2012 INTERNP�TIONAL PLUMBIN6 GODE (IPG) P�ND ALL 1Z���RENGED STANDARDS. Q 'J A 5 EXI5TIN6 AND DEMOLITION EAST ELEYATION 'J PROP05ED �AST ELEYATION BUILDING HEIGHT: �. 2012 INTERNATIONAL �UEL GA5 GODE GODE (IF6G) AND ALL REFEfzENG�D STANDARDS. Q A�LLOWED = 33' / UNGHAN6ED Z � 6. 2012 INTEfZNATIONAL �IfZE GOD� (IFG) P�ND ,4LL RE��R�NGED ST,4NDARDS. U � J �f. 2012 INTERNf�TIONAL �NER6Y GONS�RVf�TION GOD� (IEGG) P�ND f�LL RE��R�NGED STf�NDf�RDS. STRUGTUIZ�L LOT G01/ERA6E SUMMARY: Q Z W � 0 ALLOWABLE LOT GOVERA6E = 20� = 3,I46.O SQ. �T. 8. 201I NATIONAL ELEGTRIGAL GODE (N�G) AND ALL R��ERENGED STANDARDS. W S I FOUNDf�TION PLf�N EXI5TIN6 LOT G01/ERA6E = 3,361.0 5Q. FT. / UNGHAN6ED � _ � Q 0 M P�I N L E V E L �R P�M I N G P L,4 N �i. T O W N O� �/A I L O R D I N A N G� N O. 1 2 S�R I E S O� 2 0 1 2 �O R A D O P T I O N O� T H� f�B O�/E L I S T�D G O D�S. � O Q DETAILS L A N D S G A P E A R E/� = U N G H A N 6 E D W O � � STRUGTURAL SPEGIFIGATIONS � J O � � S N O W S T O R A 6 E = U N G H A N 6 E D � V J � O �L�G T i Z I G�L � L I G�T I�I G �,,��� OC W m � O E I EX15TIN6 AND PROP05ED ENTRY LEVEL ELEGTRIGAL � LI6HTIN6 PLAN LIONSHEAD p a � (� B��v�� D,qM �oAD F I LL I NG 2 r C� O ^ o �` � O � J ���iICI1�lG SU1�'1�1'��Y � m � � � — M�GH�1�lI G�L ����- ��BBA� ` � Q O � � REQUIRED - S �/AIL VILLf�G� RESIDENGE G��G Q�' �/ILLP�GE �E = a � � M2.1 ENTRY LEVEL MEGH�NIG�L PLAN PROYI DED - (5), (2) ENGL05ED � (3) ADJAGENT TO THE �I LL I NG � �I LL I NG I LOT 6, 146 � K � �,o`� M�IN LE1/EL MEGHP�NIGP�L PLAN 6ARA6E - UNGHAN6ED �o�sr �. ,i,�� MEGHANIGAL EG2UIPMENT SGHEDULE GUSTOM BASEBOARD ENGL05URE SGHEMATIG WILLOW ROAD o � MEGHANIGAL SPEGIFIGATIONS I� I� I�B 12 �� a g � 5 EAST�oREST t�oqp �q � � T �I I 4G �3 �� '�'o� L �"� � ��OJ�GT I7�SG� I � I I O I � � 10 a?� 8A 7 4 3 2 � � � �� �B ,� � � THE WORK WILL INVOLVE THE ENGLOSING OF AN EXISTINC� PATIO � ON THE E?�ST END OF THE ENTRY LEVEL WITH THE REMODEL OF �o� P/�RGEL G � � � THE NE AND SE BEDROOMS P�ND B�THS P�DJAG�NT TO THE K��D�E +�oaD ° p � �NGLOSURE f�ND THE EXPP�NSION OF ,4N EXISTINC� DEGK ON THE E,45T END OF THE MP�IN LEVEL. f�LL NEW M,4TER1,4L5 P�ND � I G I I � I T I I ' I �� FINISHES ARE TO MP�TGH EXISTINC�. SGI�LE: N.T.S. NORTH A O � � �� ���� � � N � � f�PPROXIMATE � � � � ti ti LOGP�T ION O� V � � �XISTIN6 1 � � x TRANS�ORM�R V � � L � i Q � • � � � Q � Q � 2 � � ����-�� � � � � o x o � m U � N�W 400 P�MP I � .. 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V A N I T Y �a-~~Z" DEGK �XPANSION � � — � �_� _�; � � G O N S T R U G T I O N W I T H H• V A N I T Y G P�B I N�T E L I M I N A T E D (3) I S U P P O R T (R E�E R N�W B F�S�B O A R D � I I -- � a w=a U w~a ~ �o w I I D O O R S, W I N D O W S E X T�R I O R � = z��, o��,o z F I N I S I-f E 5 T O M A T G Ha a a z �� TO STRUGT.) ���T N E W T U B T O B� I� _ � I �� i W P�L L G O N S T R U G T I O N A N D � �°_°�Q�„o o N o 0 o a EXISTING - � �o����=_ �°Cw�W � � I N S T A L L E D I N S T O N� �/E N��R T O B� R E M O V E D —� Z W�J—W�� ����_�, PROVIDE 3 I/2 � � � I N�W OR R�USED / / / \ a ��Q��LLZ °ao�,�Z �� � m NEW LOG�TION STON� �LOOR R�MOVl�L �I I � WITH STONE Sf�VED �OR REUSE � � / FURRIN6 O\/�R �o N�W BEf�M IN KING � �' � � WITH NEW T O B E E V A�L U A T�D B Y I I I I II I I � � = w w- + �� DOOR - V�RIFY� Q J.(� _i ~ QaaOJQrZ �NOO°OU EXISTING ?a� G�ILIN6 1-�BO�/E BEDROOM 3 ����� 3 � � PLATFORM TE�4M DURING �_f— I II I TUB TO B� �� � � a �w�o��o o r a Q>o�� EXT�RIOR GONG. � � (RE��IZ TO �I I I�L KING I W Z� W�o w Z a�m W� GONSTRUGTION R�MO\/�D � } z �N a� �� _~_ � _ FINISH LOOR o =W���=�Z Z�>Z��� � � � ii U �m<na�f-acn ¢ow¢a�¢ �INISH �LOOR W,4LL (MIN.) z� STRUGT.) tt' j� �L. 82�70'-O" I I I I I \\ BEDROOM � — — � � � � I (�\ �68'����-O � s / PORTION O� STONE I� _ � I I \ I I I � � I I � 1 EXISTING DRP�IN N �/EN��R AROUND POSTS, �I I = _ � � I I I I I � ��a w Q r �~ � =mZm m o� ZaZ >W LL Z(/J LL W W O Z Z�O U�J J= - - - � STON� W/�LL GAP AND �I I � �� I I I I I I � — % oa��°�oo��oZ�o��a OPENINGS TO N�W SLOP�D VERI�Y W�LL LOGATION BE FILLED IN (3) STONE SILL 4' 3" 2' �o" 5' �° j' STON� ON PATIO SIDE O� — I DOORS, W,4LL5 AND � �- I I I � � I � Q�°m���;;�o����Z m= FOR DRYW�LL TO B� „ ENTRY W,4LL BELOW GAP TO BE � � I SH�LVINC� TO BE B,4TH ENTRY �a�o a W�Z�a Z o�c,w�, �� mZOZi=�c��w�nac�WoXmF (TYPIGAL) T I 6 H T T O E D 6 E O� 3 I/2 VERIFY 3 �/2 � I /� I I I I I I � �o W-� o > GL O S E T $�T� REMOVED � I I I � � REMOVED a Q Z}Z Q Q w������, �� EXISTIN6 WINDOW TRIM � I �w����WZ°a°°waFQo � � C N�w wiN�ows __ ; , � I� � � � I I I � � I � — �2� 285� �;'i � i � , - - - - - - � � - - � � � � � � �%�� i� ��wz�o�°wcwi��w�w�'o LINE O� NEW +� �ii. ,,. „„ , � - - � - - - - - - - - - �;% i �iz°��°w����moz°oa-' � ��' � � � ii j ii z�.—a z¢�rnc�¢z—ac�� DEGK �XPANSION i-,i ' � ; , �i� �i ' , ;��, i� � , � � � i a ���� o � a} � � — — — — �i,� ,;��; i ;�;';i �;,�';�% ,,,!;i,' i', i;,;;�i �i% r!� ���� ;%,',,i� ii����',;� ��<; — — — _ �!', �;%„�;;,-� , �;�, � ,,, �i ,i„ ,�;i�, '%� ,��� �i,'%% i! i�� ' c�w Q�z� -m�,�'Q���`�o� — — — — — — ' � :� ,; > � f�cBO�E � W��¢a��°��°�LLW=w� / o�c�wu���—w >�}���� N�W FR�MEL�55 , o���wo����aa�,���� C�Lf�55 ENGL05URE� W��o �w���Z o�z�m W �X15TINC� STONE � =U� ��=�Q�Z_ WN N�W DI1-�C�ONP�L B,�S� BOARD ��awo��WWoQUQO°�o TIMBER BRAGE � H�f�T TO B� � V�NE�R TO REMAIN ��=�zo�a�v�Zac��J�n DEGK �XPANSION (TYPIGAL) REMO�/ED �,�W�W w,� _ �, Z �, SUPPORT (REFER ��,�.w�oZ��wz°a°roY TO STRUGT.) � � — — � a�=o=ooX��aLLJ�o�� - - - - - - - - - � � - - � - - - - - - - - - - - � � - - L - - - - �Z m��}O u)W}a cn Z w Q w ai�o v O z���a p�O��o w aXa W-DO�Q��Q W�-Z== ?W�212i�aL�S W L�U d'OQF-f- LINE O� BUILDING LINE O� BUILDING I ABOV� ABOV� ♦n V Z Z O � - � � L.�G�1�li� i��i�T I � i�fi�Oi�OS�1� ��fiZT I � �X I ST I �lG GO�II� I T I O�ls ��li� � � � � EXISTING WALLS TO REM,�IN � L�G��� a � ��Ip \ / �I '�/� I �I �II \ / III �I ^ X � I �T I�Y �� Y �� ��O O� ���I� � ;;�,/, NEW WALLS TO BE GONSTRUGTED ��� " �O i� I T I O I � �I �T�Y i�� X �i� �i�O O� �i��l � EX I ST I N6 WALLS TO REMP�I N W � SG,4LE: I/4" = I'-O" PL�N SG,4LE: I/4" = I'-O" PL�4N W NORTH NORTH EXI5TIN6 WP�LLS /�ND GONSTRUGTION � ♦n � - - —� TO B� R�MOVED U v W � 0 J G�N��i��� GON�ST�UGT I O�l N�OT�S : o ' z � 1 . NOTATIONS ON ALL DRAWINGS THAT DO NOT INGLUD� THE WORD "NEW" REFER TO EXISTING W J GONSTRUGTION EVEN I� TH� WORD "�XISTIN6" IS NOT INGLUDED. U Q � 2. VERIFY f�LL �XISTING GONDITIONS INGLUDING EXISTIN6 DIMENSIONS IN THE FIELD PRIOR TO Z W Q GOMM�NG I N6 f�NY WORK. NOTI�Y I�RGH I TEGT O� ANY D I SGREP,4NG I ES �ROM DRAW I N65. W �/ � � O 3. DO NOT SGALE DRAWINGS. � � I� � �/ � � � 4. AR�f�S OF GON�L I GT OR D I SGREP�NG I ES MUST BE R�SOLV�D BEFORE GONSTRUGTI ON BEG I NS OR � � 3. � GONT I NU�S I N THOSE f�R�P�S. W O U � �/ �. f�LL N�W DIM�NSIONS P�RE TO F/�GE O� WOOD FRAM�. �i U O � O 6. GONTRAGTOR TO PR�PARE, PATGH, REP,41R ,4ND PAINT ALL EXISTING GONSTRUGTION (INGLUDIN6 BUT � Z J W J NOT LIMITED TO DEMOLITION OF EXISTIN6 FINISH M!-�TERIALS) TO AGGEPT N�W GONSTRUGTION WH�RE � W m � O APPL I G,4BLE. m O � O U �1� f�LL N�W DOORS ARE TO MP�TGH TH� EX I STI N6 �OR HE I6HT, TH I GKNESS, D�S I6N AND �I NI SH W I TH � � " H,4RDWP�R� TO MATGH. m � � J � 8. PRO�/ID� INSULATION �OR ALL NEW WORK A5 FOLLOWS: = Q O � Q P�. E X T E R I O R W,4 L L 5 R-2 1 M I N. S P R A Y F 0,4 M _ � J r- i B. GEILING ,4T DEGK ABOV� P,4T10 �XP,4NSION R-4G MIN. AIR-IMP�RMEf�BL� SPRf�Y �0,4M �i. WH�R� NEW WP�LLS AR� f�TTf�GHED TO EXISTIN6 AND P�R� P�LI6NED WITH TH�M, FURRIN6 OR SHIMS � � WILL BE ,4PPLI�D TO ONE OR THE OTHER TO ,4LLOW �OR THE �INISH MATERIf�LS TO BE �LUSH, WITH NO � � DETEGTABLE JOINT. � � � 10. THE GONTRAGTOR AND SUBGONTRAGTORS WILL NOT USE f�NY MAT�RIALS THAT GONTP�IN � M � f�SBEST05. � � 1 1 . ALL NEW B�SE TRIM, DOOR � WINDOW GASIN6 TRIM ,4ND GROWN MOLDING P�R� TO MP�TGH EXISTING � ~ AND WILL BE FINISH�D TO MATGH. z � � � � 12. P�LL EXISTIN6 DRYWf�LL GEILIN6 AND Wf�LL SUR�P�G�S P�RE TO BE TEXTURED AND PP�INTED TO MATGH � p a EXISTING. 13. PRO�/ID� A DESI6N BUILD REVISION TO HEATING SYSTEM AT THE KING ,4ND G2U�EN BEDROOM AR�AS. 14. 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W I TH GLADD I N6 GOLOR TO MATGH F I N I 5HE5 P�RE TO MP�TGH � O Q �X15TIN6. PROVIDE ST/�NDARD SIZE WINDOWS EXISTINC�. V� � Q WHERE POSSIBL� SIMILAR IN SIZ� TO THE ONES W O � � I ND I GAT�D ON THE DR?�W I NC�S. � J O � � 2. ,4LL NEW OPERABLE WINDOW WILL BE PROVID�D Q V J (n O WITH R�MOVP�BL� INSET SGRE�NS. � Z m W 3. f�LL NEW WINDOW UNITS WILL H,4�/E A M,4XIMUM � W ^ � O U-�AGTOR OF 0.30. � O m 0 � � m � � � J � Q � � Q _ � J r- � � � o � � � � � � � � M � � � � ~ Z � � � c�a W � 0 � A4 � � U N � � N I� � � � � � ROO� RID6E U , - - - - - - - - - - - - - - - - - � O X �L. 8306'-3" � � � U L � • � � � / 0 � � 2 � � � � � � � c� ca o X o � mU LOGATION OF � � .. 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I � W � FINISH _ �� UPPER L�V�L W GRf�DE �L. 82Q0'-O" � � V � � 0 J � i � i� � i � I 0 � i � � � �� WzQ � i l � Z Q\ � ��� �/ - - - - _ - - � - - _ — _ _ — MP�IN LEVEL W � / � I � / A / � � � KITGH�N � STUDY � ^ Q O I I � i � �T�I� 71—iIT �I- 1� �T —I� TI—IT �I— T� � �L. azao�-6�� — � � 0 � �il �L _ �u � _ u � � _i�il � � � Q J�„�L A A A A A A MA�IN L�VEL W O �L. a27a�-6�� � J O I_ � _� � � v � � 0 � � _ _ _ _ � — D�GK RAILING AND �/ Z M W O �— � ` � � � �LOW�R BOXES TO BE 1.L., W � I� � � ��II��� ��II���������II�"� R�MO�/�D AND SAVED Q W •• � V II II I I II II II II I � �OR R�US� Cp � �� � � II -�-�� II I I II -�-�� II � � � II �� III -- m � LL J " �� � � II � � II I I II � � II � � � IIu� � III DooRS, wiNDOws m � � � — �� � � II �� II I I II �� II � � � I�n� II I � �XT�RIOR W�LL � II ��I� .1L L IL� LL��Jl -�L- �l L _ _ — GONSTRUGTI ON ,4ND = Q O � Q STONE \/ENE�R TO B� = a J r' � � — R�MO\/�D WITH STON� S/�\/�D �OR REUS� — \ ENTRY L��/EL � � - - - - - - O � � � EL. 8270'-O" � � � � PORTIONS O� STON� � (yj � \/�N�ER ON POSTS, � � \ STONE WP�LL GAP ,�ND � STONE ON PATIO SID� � � � �� O� WALL B�LOW GAP TO Z � � B� REMO�/�D � � w � 0 � PP�TIO DRAINAG� �X I �T I I �G �I �� OP�NINGS TO B� ��I ' I O� I T I O�l ��ST ��.��l�T I O I � �LIMINATED � „ , „ A5 SGALE: I/4 = I -O DRI\/�Wf�Y LENGTH OF FLITCH PLATE 1"x 14" L 5x5x5/16 x 0'-11"w/ PROPOSED EXISTING EXISTING FRAMING (� I� ap 3-3/4" DIA. M.B. PER TO REMAIN EXISTING FOUNDATION � cfl � LEG NEW 3-2x12 BEAM BEYOND GL 6 3/4 x 12- '— N .- HD5 w/2-3/4" DIA. M.B. CONNECT TO FLITCH PLATE BEAM w/HD5 WALL TO REMAIN ^ � � 2 - LVL 1 3/4 x 11 7/8 THRU 3-2x12 AND 3/4" DIA. PER PLAN � � PER PLAN ROD TO PLATE 1/4"x 3"x 3"WASHER BEHIND NEW � 5'-5" FLITCH PLATE BEAM I � 'i i�ul_ _ _. _. __ __ .Q _ _ _ Q_. _ _ _ _ _ .o_. �i�ii i I + o �°�°�°�J '�i°�i°�°�i � �g,_�MAIN LEVEL �III�(II�II� '-�P�II�II� D � .IIIIII � � � IIIIII � � c � � � N i S1 � � _� : 1 : \ �ii i � �a �� . — _ . C � � # N � S� 1/4" PLATE � �\ I 4-2x6 COLUMN PLATE 1/4"x 3"x 3" 6-2x6 COLUMN w/2x6's 3-2 x 6 ASSEMBLY PER � � � � PER PLAN WASHER UP ALONG SIDES OF COLUMN PER NOTE BELOW � O 6, �� � FLITCH PLATE BEAM w/ PLAN ,� I� � 4�� � �`� g�� � EXISTING GL 6 3/4 x 12 SOLID BLOCKING 1/4° KNIFE PLATE N � �, �, 4'-7" TO REMAIN AT 4'-0"o.c. B 2 - 3/4" DIA. M.B. THRU TOP � X O BEAM AND 2x6's. WELDED TO PLATE O O �,, S� ASSEMBLY w/2-3/4" DIA. � � v 3" NAIL 2x6 PLATE AND B D ETA I L B M.B. COUNTERSUNK AND � O •� 3 EXISTING 3/4" PLYWOOD � PLUGGED THRU DF# 1 � � > 1/4" KNIFE 2 x 12 CONT. LEDGER 6x12 KNEE BRACE PLATE w/2- w/5/8" DIA. x 4" LAG SUBFLOOR TO NEW FLITCH S� 1/2" = 1'-0" 3/4" DIA. M.B. BOLTS @ 16"o.c. PLATE BEAM w/20d @ 6" THRU EA. o.c. (FIELD COORDINATE EXISTING WALL ABOVE TO REMAIN- NAIL MMBR. TOE-NAILING OPTION TO NEW BEAM w/20d @ 6"o.c. (FIELD DECK FRAMING i FROM BELOW AT TIME OF COORDINATTE TOE-NAILING OPTION AND BUILD-UP TO CONSTRUCTION). FROM BELOW AT TIME OF REMAIN � `oo Z�/ � CONSTRUCTION) � ��.,, •• ���L�� MAIN LEVEL � � I � $ � o •.R.•�� \ DF# 1 6x12 EXISTING PLYWOOD � --- � :' � 00 KNEE BRACE EXISTWG SLAB TO T O R E M A I N DECK FRAMING � 80'-6" I � ;J� � ;.J ° � R E M A I N AND BUILD-UP TO I I _ � � � REMAIN � I � � p � "� ' � MAIN LEVEL � � � � •� „3, � —r- — : - - "' �4� ����� •... .... 3 79'-6° -d. 1/4° PLATE ASSEMBLY � p� �� � M� _ ' WELDED w/CONT. 1/8,� d' �' ''1 FILLET WELDS w/4- � � I I � ENT$ RY�E�E� � � � �� EXISTING PLYWOOD 2-LVL 1 3/4 x 14 3/4" DIA. x 6"TRUBOLT �,,� �o�-o° � � � %� � � = TO REMAIN CONT. �NEDGE ANCHORS � � �\� N INTO CONCRETE. 3" 3" 6" 3" 3" � � — � `� _N 1" PER PLAN THICKNESS � 2- LVL 1 3/4 x 14 CONT. PLUS 1'-6" �,-o � ` � � CAN BE WHOLE 1"OR FLITCH PLATE 1°x 14" CONT. PER � � �' 1/4" PLATE BUILT-UP PLATES PLAN w/5/8" DIA. M.B. @ 24"o.�. FRONT ASSEMBLY WELDED ADDING UP TO 1" �" STAGGERED TOP AND BOTTOM w/CONT. 1/8�� FILLET � D ETAI L C o D ETAI L D D ETAI L E - WELDS (2 TYPICAL) E S 1 �'� --_ 6 S� 3/4" = 1'-0" ��—���—��� , S 1 3i4�� _ ��-o�� S 1 si4�� _ ��_o�� ���_���_���-������'_��% , _iii-ii�=�ir-iii_ii�����r—_ _ �n�T�iii��iii��iii��Ti�-�iii��iii��;ii�i - EXISTING Z ii�ll�liiilT'��iTi�� FOUNDATION TO -���u=i� REMAIN O � REMOVE PORTION OF � EXISTING STONE VENEER FOR INSTALLATION OF 1/4" � PLATE ASSEMBLY AND REINSTALL STONE \ � V � , az � � � �� �- ° o a DETAILA . � � Q � S� 1/2" = 1'-0" ' O I � T � � W �- °� � � O STRUCTURAL SPECIFICATIONS 0 � w J � O' ` 1 J hll]umbcr tih�il]h�Duu�-I ir,._5�5 nr h�ttur.�ill��nlmanice�l lumk�er shall he 0 - — ro � � V � , u� O �,j' (�, ' ;l,i" PROVIDE SOLID y I i�m-f ir�_ti4`�oe I�cttcr{�I] Itut3h�r�vithin I R"of finish grade ur i��c�3ntacl witf7 `� �J BLOCKING�p 4'-0"o.C. U O ., cem�rc�4mu�;tbe�voln�anized). �'llltii��bers�n:[3oug-1=irtil �3rhetler. C'rE�vidc P� ' � O � � scrl�d binchin��I R' i] �m ccntcr iii�II di����lr��i�ms. All cc�lumns to be cnnlitiuoics �eari���to I��u��dalic�n 2) Strucuaral ti��el::hall h4 AS i N1 ,13k�or beuar,tuhe ste�l�;al�nnn�[nc�ied on��lans EXISTING 14"TJI TO REMAIN � � � � as�1�4.in rn�inu�il zzs 1355 r�ctan�i�lar oi Sc�iiru-c�Fwhic��shall be n500[ira�c L3 � M � � (I} -�€�ks�]�ir h�ttvr �nchor bullw aiad bolts shall bc�'13f17�sr bellcr. rllf stru�- `� �"�"� turYl 54ce1 i�lc�h�;dct iilrel,labri�t7le�l painEe� �nd erec�ul tn accc�rciance e+•�ith � � X �EXISTING TOP F.F. Q ^ T 14ISC STf:LL C'[)N51 Rl!C'I I[)i�M,Ai<JUt#L.2f}Lf5 and Cfl6?!�C)F�S I��INDARQ I M � 80'-6" '^ PfiAf'"I�fC'I:. r11f��e.lclizag iu be p4rfoni�eci ny a�.crtiti�ci�t�el�ier zmci ca�afi�rm�c+ � r �� AISC ancl 1444'S 51 I�l1C'fl.il{Al..11i�'.L1JlN{i LUIJL-:,2UU[l,all elc�;lrc�des l��be ' z � STEEL FLITCH � � l:l -7(1:CX. Q �S� � PLATE ENDS HERE 3) Slaea�h floors a•ith 3'4""I'arad G ply�vu��d witll nunin�um span rauc��nf 40/2c}or I w JP� � c� � O l�cu�r an�t;ltie 4vith I'L44J�1. Nail plvw[�n���ill7 1(7d(ir;ti"uc ln al]jnisls,field � � G �` 6 Gc�r�rc�inatctici•cE�nplin�a. 620�� �+p g.2X J 4) Sk��r��fn rni�f.�vidi 3 4"}alyr��oc,sl„ith mini�i�uira����n rsit�n�>c,f 4[]'20 or bett�r. p,6 '� m itail ply���ocid��i[h I{J�i(ei 6"04 tu all r�tfters. It il[er�spa�c�i al 2q,.��n center rt- I T - - - - — �—_ ��tiu�antj e�delition��l la}'cr 176' 0�ly�vc�uc�nailcd In th�r iliers. Z J � 51 Ska43lh all cxtcritrr���11s�+�illi i"rlv`v��ud��ilf�minimutn sp,m raling t�d�?�i�]r�r , � �� � hct[�r. 1tia�l with 8d(a�(i"oc ln all sltids. E m 3=2 x 12 � O�P� X 61 f.ivc lt�ads us�;c�f4�r d�sigi�- � � � � . . � -Iterof-�it}psf szauw. S� A DF#1 6x12 KNEE � ��� -i ln��r-5(]psf residcijli�il. `S� K � I— '� • —r�.t �2 � BRACE BELOW � � -Q�� -[)cck-]{}0�,t Q P6 n -�4'incl-4U it�ph{3 seeund�usl).L'x�i��s�ire k3. 2x12 LEDGER w/5/8" . � a �,' � F trth�u rkc. fv�i4( 1R(. 3'-0" 10" DIA.x 4"LAG BOLTS @ � � X ° x ��G��P� EXISTING TOP F.F. 7) /111 c,onstriE�u��n nu�u u�mp14 uitki tka��[}I� h�tcrn�untjal FiuGltiing Codc i� 2�_��� 16"o.c.STAGGERED � � HD5 w/3/4"DIA. ROD �(�� 79'-6" aduplecl by t}re 1�k�n oi Vail Bi�ile�iitg Uep.ulntent:in�l the (xeiteral L'��nd�tic�ns ol 4-� TOP AND BOTTOM K � �- v TO BACK OF FLITCH = t}ae;Cnnti,2u fns-C'nnslrp�;tion"(r'lln 17e��:umcnL A?f}I}. All��mstructinn mi�tit bu � � m PLATE BEAM w/ M � coin1�ltitecl���tliiri ih��ol�ran�es�escrihecl i»eh�"�esiJ4ntial C'axasiructio�3 I'er- EXISTING = G � co � PLATE 1/4"x 3"x 3" �' J _ �t �'i�nnance Ciui�elii3�4'as�repar�d hy tlte NA�fI[)NAL A55C7CIA 1[C)V UF FOUNDATI�N TO � N WASHER(2 TYPICAL) � EXISTING 14"TJI TO REMAW � lit)tl'fF:E3Llll.[71:R'^�. REMAIN c;� � @) � � O �) .�II heams.jolsts.and raif��rs�xre tn bear iM��orr w�lls or he�nis,or be hung wi�h �' � �- N 5[h4P5i)1� Strc�u�-I it haui�,ers ar aprin�e 4c�urils. � "U210" J N > z PROVIDE SOLI = yJ All siructuri] IT7C[1lI7LP1�iC�SI1t744'11]Il lI1ti.11 �Il�l� �lOSltll)1lS�7fi1�7C,FIV br�ccd and su��- � N TYPICAL � , � � BLOCKING @ 4-0"o.C. U L 5x5x5/16 x 0'-11"w/ ' � � por[e�;dioiul�Lrrrrslruction it nr�y be»t�cssary t��tetnpnriril��sliore por�iaiiti��f c� x � v� pJ 3-3/4"DIA.M.B. c� thc.structure�.vE�ile crtlzer F�orti�ms are hcinr�ionstno�:lecl. Conlact llr�cngineer l'rar � (9 Z � � P'� THRU EACH G � z � • � ��'� \� � c;urlti�illalic�n as iu��Eir�d � —- G �P MEMBER(2 TYPICAL) � ��'� �� � ]0)C,�t�ur]C'on�ri�dcrrisic�ponsik�l�Foi sill n�j�i-s��ti�lo��l�nnnlcl�oit� c.ont icten�i- u� X O � DF#1 6x12 KNEE X w 'C ne�r Ic�r dcl�uls as rcqinr�:cl. f fic en��in�.ci is to approv<<ill stniclural siehs[itulirmti. -F.� � BRAC BELOW � W 1 I][�cncral L'onlo acicar i:�l0 4onr�inate all diaphrEi,m pcnetralityns{i 4.,�hiinncj s. J� -- +0 plunthin�„��wers,�tc.)llarmi�:l�flo��es walls,rnofs aiid 1oi�ijdali4m walls willi ap_ E _ P�O _ A � , . � ' ' ' �;L rrc�nris�te sub cnntrrjctnr,. Cierieral C'ot�te�ctnr��rwsporr�ible fi�r�he ixieans,njcth- S� - - ods.lccltniyuc�.�ee;u�nces,pr[�cedures.c��c3rkm uiship.tie�ts�tnal s�hecliElint�anc� �_ �i •S� 3 - 2 x 12 . .jc�h silc safc.tti ats,n�iatc:d uill�this��r�a�rut. `l�hs GCIl4'I'ilI C 17t1I1'a`ll'tl1C IS Iq 4l9"1��'7II � dnncn�ion�du�cl cl�.�tions�rul�tl�e aircfjitreti�r��l rira�in�.. �otify er�einecr�,fall — - cr�izl7icl�ancl��nii�sio��s he1��ctii��arious cicmcnt�;uf th� G�•urkii��cir�t�viit�=s.uzd � US4 c.\ItiLI[]f!CO[]i�][IOI15�71'1(7f[OL'UI111T71,I1C111�R�lU7[�l�i[I7t11"111711 l]I�IIlC��rn.jcc�, O�JP� [r4nerz�l Conlr i�ic�r i.lc�intip«l retiro��l prc�jiu�,anc!�-cril�y�priar use anc�prc�per G�� d�5��u�zil��1�xitilii���]ll Yll'.flil�5(I 4'..'sItiI74Sl[1S.l:lL � iS ft'.C�Lllfl:Cj t74' 4UCil:. �Llti3lllV Uf �-�-• Q- � all�ti,lin�.h�dticii sttiscltu°�i]mc°mkaca�ti htticd u��oiro Steuctiira] ��lan4,�ctails tuis3 ,�O s���cl�catinnti is pr�p�rec!hy[Forel��n Et 4'icsc�.�11r1 cial�sl i?8-'_� K4. � 12),hll materi ih cxposcc�lo ext�ei��r aiid ur tnuist�irc�nizdiliesiis tihall l�c trcaled li,r � 1I7C5C 4'i�Y1CIlIIf1115(I.L.,CI7V[]lIC1I YfCAt[71411I,tiI31111flt„ E78lllill7�,[�E11I1�7Ppq�111n.,Ii1L'It7- � � � � � � � � - � - � - - - - -� hl'Ehi18ti, �i15�91t1�,I�SG.)aS I'dC�li11'�LC��7�+�;l7C�c:. ,'���11iE1lCCli1�ti Tlr C7�tC�d1IcC�@I"�71'OICCIe,C� li�r tire r4si5[ance as reyuircd hy ende. FOUNDATION PLAN MAIN LEVEL FRAMING 1/4" = 1'-0" S � NORTH 1/4�� _ ��-��� O F 1 � � U N � � N I� � � U �' � � O X � - - - - - - - - - - - � � - - - - - - - - - - - � � � � L � � � � � � � / � / ��\ / � / ��\ � 00 �— � � �� � �— � � �� � _ � � ? _ � � � �1 �— � ' � ( -, �l � � o � � � � J � � � � l � � � 1 � �' � 1 � �' � � o 0 � _/ � � _� � � m � 0 0 - J I I —NO GHAN6E5 _ � ' I � a � ' ' I V�RIFY LOGP�TION IN THIS ROOM WITH Gf�BIN�TS I ' ' I II � � � CO � � +5�"�� � ��+57�� � lJ� �� Q' � I � I � �R O O �R � � I � p +�� +5�� � � � CRAIG N. 4 � p � � � � O ; ER �R ' � � � �. MEGH. ROOM � � � � � � S N O W D O N ; r ►- O �� GLOSET ' � MEGH. ROOM (l Z O 1113 CJ � � ;, B�TH � ;� B�TH � � 3/11/14 % �C/ i �i �� � 2SF G�� I 1 I ;; �R 5 1 I I � ;;;;,,��,,;, ,,� ,�,,�= ,, , ,,,,,, D AR +�4° +s4�� E � � � ,�; �� G2UEEN / ,, � � � ELEGTRIG,4L � � �%''��"� BEDROOM i�� I I G2UEEN m . � PANEL � � � P,4NE R1�= I I I BEDROOM '� � I � I O O ��, � � � / =Z�w�J � zo}�� VESTIBULE / H�4LL � � � �w��oQ � a���� I I I O O � \�/ I I ' � Zv�>a� � uwi��va� , � 0 � O O �� ; a���_� W �Z��W O �ELE�(\, � �� o W - �-Z�,Z�, w �a?��zv� �a�z�� +54"+54' +IS" � �� � �o�n ' ' � 3 GM I I E ER E o E � 3� � � ELE�(. I ° � � � a, J(/l W U F--w W Q (n�UUr �LLJ / (n aw F=-K W 2~ �����a � — —� - - �� �� � �� � � °� � - -� — — � � - �� � �° � � o�QOwza� z�z��Q % ER �/ /� P14tT10 % �owcZi���z oN�o � _ a GM �%- ; GM � o-000� � _ _ � �! O O O O � / � � � � / +5�" O O +57"O O a zau�iz��LLo 7oo�,�z %;:! ER � „���; � � z�»�w�o ������ C �R �R O ERO NO GHf�NC��S _� �� � u��i�o�W u��i�o a�°-�_�z w F yzo¢ �u�z�oo m V�STI BULE / HALL \ I N THI S ROOM ,� UP K I NG m „ UP a �Z w"o�°"� ��J°_�_ w z� w za�mw� i I O /�\ Q AG +40 � o =w��cn=�z z�>z��� �R BEDROOM -� W o w o r a Q>o-� U �m<na�f-acn ¢ow¢a�¢ I � +66" /� / �R � // // / / / W mZJ J Uj (.'IZ OU �(n Q Q Q �� ?a Z J H J W(n ❑_- Z W W (n �.}LLJ= � / / II O g Z�u�W O�OZ��O Z���O Q ER a5 KING � �R � � � � +66 °��w���a�Q��`���mi I � c\ �� BEDROOM � , `,� � ~a�oa��ZOaZO��w�m �R8; � � O O E mZ�,Z-W �W�Q� Z�m R�LOGATED � � aaZ�nZazw��viwLL���z � j� �wX�moWO°�°°wa�Qo �AN O +66" / o�WZ�°a��W���o���° GLOSET P�G �% �Wp�Z�oaO�J J¢>-av? SP �R �RSP �� � E SP / o=Z7Q�w�LLNJmoQ�p�n � � BATH +4o ENTRY � �� 0 B�4TH O O � E � m Z�=�Z�„wm�ZQ�w�=�LL O � % m � � � o��wwo����Qa����� �� � � � - �/L ,� , ��,; %% +IS" �/L �i� i i� / w��� u'y��xp¢ � w¢ �Uwt/7 W� �YK � — � / //"i ' / ; W�Up��wa�z�oOZUmO /, � ; , / ��z�ZO�wUUf-Z C9F�� �� " , � ' /. '� / ' S � HZ�QO�Z-F-w�z i j', /i.�i� ` i% i' / !� �/ �; / ��¢wO�n�ww�QUQ�z�rn /� � w z w x i�// �� � � j. ;%�, ' //i.;i/, /��'� �/'' ,/!� �/. �.'�' /. .;�/ �� v�;: „��.�/,. ��/ ' /'i'?i'.//�;.'/,� ,i/' „/<'. � /'�://' /'�.i�; i�/ ' ��/ /'i/,/. Q�z O r o O X H�Q Q J�O Q W _ _ _ _ .%! .�/�'-�/� i/�i,�/�j �. ./�.i/.<//��/� i::� / 'i/,..� /„ /� /. — _ — _ ��/��%/, /..�� ,/���: /. '/ /,�i./ . /�. /��� /.,, I��WI-K�ul(nWp�aO�UQY �ZO}O��OZ~W}QOZ W a�W �H W Q�W����J�ln�2�i�f1 a�Q W~DO�Q�d'Q W L�Z�S VERI�Y LOGP�TION Z x W�m��a�=W���oQ�� WITH GABINETS � - - - - - - - - - - --� � - � - - - - � - - - - - - - - - - � � - � - - - - - - � Z Z O � _ - � � z �- � � X � W � i���T I �� �i�O�OS�� ��1Ti�Y ����� i��fi�T I �� �X I ST I �lG ��ITi�Y ���1�� � � ���GT�I G�L. � � I G�T I 1�1G fi����l ��.�GTfi�I G��. � � I G�T I 1�1G fi���l�l w a 0 J 5G,4LE: I/4" = I'-O" PLAN SGALE: I/4" = I'-O" PLAN J �in�TU Q NORTH > W Z J U a Q W � > � P1Z01�05�t� �L.�GT1Z I G�L. �L�GT1Z I G,�L ��1i7 L I G�T I 1�G �IOT�s: � � ti a p �1�1� �.I G�T I 1�1 G �.�G�1�l I� 1 . ALL WORK WILL B� GOMPLET�D IN ,4GGORDANGE WITH THE 201I EDITION O� THE � � � O Q Nf�TIONAL ELEGTRIGAL GODE AND TOWN O� VAIL ORDINANGE 12 S�R1�5 O� 2012 W O U �L � QO REGE55ED GAN L I GHT �I XTUR� 05 GE I L I N6 MOUNT�D SMOKE D�T�GTOR �OR ADOPTI ON OF TH I S GOD�. � U O � O REGE55ED GAN L I GHT �I XTUR� Q GM W�LL MOUNTED GP�RBON 2. �XG�PT WH�R� NOT�D AS (E) ALL R�G�PTAGLES, L I 6HT SW I TGHES, L I6HT �I XTURES, Q J J � �OR WET LOGATIONS MONOXID� D�T�GTOR PHON� Jf�GKS, /�ND N JAGKS ?�RE TO BE N�W P�ND AR� TO Mf�TGH EXISTIN6. � W m N O 5P GE I L I NG MOUNT�D SOUND SYSTEM SPEf�KERS 3. ALL REGEPTP�GL�S P�RE TO BE TAMPER RE515TP�NT TYP�. �i � WALL MOUNTED �IXTURE � O m O V 4. TH� ELEGTRIGAL GONTRAGTOR WILL REVI�W THE EXISTING ELEGTRIGP�L PP�N�L, •• W,4LL MOUNTED �IXTURE Qo SP�P�K�R GONTROL PR�S�NT �LEGTRIGAL LOADS BP�S�D ON �IELD OBSER�/ATIONS AND NEW LOADS m � � J 4 � WITH INTEGRAL SWITGH Bf�S�D ON TH� PROPOSED ELEGTRIGAL � LIC�HTING PLAN �4ND WILL C�EN�Rf�TE _ � � (� � EXISTINC� LIC�HT FIXTUR�, SWITGH OR Q O � Q E D�VIGE TO REM,41N LOAD G,�LGUL,4TION TO DEMONSTRt�T� TH,4T THE �XISTING PANEL Gf�N � EXHAUST F,4N / L I C�HT AGGOMMODATE THE P�DDED LOADS. SHOULD I T BE D�TERM I NED THl�T TH� PANEL = a J r / F/L �XISTINC� LIC�HT FIXTUR�, SWITGH OR IS I MP f�GTED BY T H� ADDED LO ADS, A L IG�NSED PRO��SS IO N P�L E N6 1 N EER W I L L �R D�VIGE TO BE R�LOGATED B� R�QUIRED TO D�516N ANY N�GESSf�RY GHANG�S TO THE PANEL /�ND OR M/�IN � SIN6LE POL� SWITGH S�RVIGE LIN�. � � ,4G P�BOVE GOUNT�R �. � MINIMUM O� 75gb O� ALL NEW LIGHT �IXTURES AizE TO BE FITTED WITH � � �D SINGLE POL� SWITGH WITH DIMMER HIGH-���IGANGY LP�MPS. � � +X" MOUNTIN6 HEIGHT ABOV� FINISH FLOOR � � 3 THREE-W1�Y SWITGH 6. NO NEW �XTERIOR LIC�HTING IS PROPOSED. (3) EXISTING �XT�RIOR R�GESSED � M � L I6HT �I XTURES f�R� TO B� REMOVED. � � � � JP�MB SWITGH -1. VERIFY THE LOGATION O� ALL NEW AND R�LOGATED LI6HT �IXTURES, SWITGH�S � � � T�L�VISION JP�GK AND OTHER �L�GTRI GAL DEV I G�5 WI TH THE OWN�R. Z � � � � TELEPHON� JAGK � w � 0 � O THERM05TAT E1 Mechanical Specifications General Insulation ��= N, ������ f ��� ��� f ����� � 1. Immediately notify the engineer of any discrepancies. 14. Exposed-Insulate all new HEATING WATER, DOMESTIC HOT WATER&DOMESTIC HOT WATER � � � RECIRCULATION i in with U.L. a � roved white all service lass fiber sna -on i e insulation. � � � P P g PP > > > g � P � P P Sl'M. DESCRIPTION C,4PACIT'�' ELECTRIC MANU�. � MODEL REMARKS �y -- � � 2. Do not scale drawings. Verify dimensions in field prior to commencement of work. Insulate fittings with glass fiber blanket insulation and premolded PVC covers. � � � � � � 3. Work shall be performed in a workmanlike manner to the satisfaction of the architect&the engineer. 15. Concealed- Insulate all new HEATING WATER, DOMESTIC HOT WATER&DOMESTIC HOT ��1�N�p -ru�� 520 BTU/L� N,q�-ppN BARE �LEM�NT ICUSTOM �NCLOSUR�), �— � � WATER RECIRCULATION piping with Armacell AP/Armaflex flexible elastoineric thermal insulation. FTE-2 ELEMENT »m�� AW7 ' - �}E,qT-B�4SE �5� 3/4" COPP�R PIPE, C� 4. Labor, materials, and equipment shall conform to the latest applicable editions of local, State of Colorado, Insulation shall have a thermal conductivity of 0.26 Btu in/(h ft2 F) or less and must have a UL 94 SV-A i C�PM, m.5 P.D. 2-i/8 N X 2-1/2 W FINS �+ � � � and National Codes and ordinances. If conflict between those publications exists, the most stringent rating. � � � � requirement shall apply. ,� � � �, 16. Insulation thickness shall be as follows (in compliance with the 2012 IECC, refer to footnote "a"). 3„ TOP O� C�RILL� TO �4Av� A � 5. Provide record drawings to architect. Drawings shall include all addendum items, change orders, � APPROX. MIN�MUM OF 24 SQUAR� INGI�ES OF * �. O x � WALL �REE AREA PER LIN�AR FOOT OF �" alterations,re-routings, etc. Pipe Service Insulation Thickness U-► HWS/R 1 inch BAS��DARD. � � � � � 6. The drawings show the intent of the mechanical systems but do not show all details required. It is the — � � w responsibility of the contractors to install complete &operable systems, which conform to the PiUing W � � � w manufacturers' installations instructions & industry standards. ��2�� ��2�� u� — � � 2 17. Heating Water piping- Type 'L' copper water tube,wrought copper fittings, and no lead solder. MAx. � � MAx. � � � � � 7. Systems shall be tested for proper operation. If tests show work is defective, contractor shall make FTE-2 F(NNED TUB� ELEMENT. � � � O� corrections necessary at no cost to owner. 18. Copper pipe Valves and Specialties: � x i � � � � � o 8. Coordinate architectural, structural, electrical, landscaping, fire protection, and interior design drawings Gate Valves: Bronze, Class 125, 200 lb. W.O.G. BRAGK�T TO SUPPORT FT�-1 � � � with mechanical drawings prior to installation. Ball Valves: Bronze, Class 125, 200 lb. W.O.G. �� � c� Check Valves: Bronze, Class 125, 200 lb. W.O.G. �" MINIMUM �� �" � � � 9. Offset piping, ductwork, etc. as necessary to accommodate structure,beams, columns, and existing Balancing Valves: 125 psig w.p. for 250F service tight shut-off, Illinois dual-purpose,balancing/sh�ut-off �„� � � � equipment. valve, Hoffman, Sarco, or equivalent. � OP�NINCx A7 BOtTOM O� l"'�� � Z Remodel& Demolition 19. Support pipe with rod and clevis or clamps. No pipe tape allowed. �NCLOSURE TO HA1/� A MiNIMUM �� � � OF 36 SQUAR� INCN�S OF FR�� 10. Visit site prior to bid and verify the conditions. Include in the bid, costs required to malce work meet 20.Dielectric Unions -Furnish and install a dielectric union at all connections where non-ferrous material is in ��� AR�A P�R L INEAR �007 O� Sea I 3 BAS�BOARD. � existing conditions,whether indicated or not. contact with ferrous material and fluid in not protected with corrosion inhibitors. ,_,����'�'����G�c���� � � ���`Y.k�rh� � ,�� F���� � 1 L In as much as design for remodel and/or rehabilitation requires that certain assumptions be made regarding 21.Install shut-off isolation valves at all hydronic baseboards and kickspace heaters. Valves shall be accessible. :-:: ���; existing conditions and because some of these assumptions cannot be verified without destroying otherwise �LOOR = 3/11/14 �"� � adequate or serviceable portions of the building. The engineer cannot assure the owner or the contractor Controls : �� : � that the professional consulting services herein encompass all contingencies. Field coordination during ��.� � � �.����, � � construction is imperative. Contractors bidding this work must make reasonable allowances for unseen 22.Mount all thermostats 5'-0" above finished floor. �' •. ..��..•'�,�`�� � 0 conditions. ���k��O� �����0��� �I ���O�l��� ���f���� � 1� ��,��pNA������ � 23.All thermostats shall have a temperature range suitable for the application and have adjustable set points. � � 12. Field verify locations of all existing piping, equipment, ductwark, etc. The thermostats shall be able to display temperat'ure setpoint and room temperature. All thermostats shall ND �'jC,p,�� � � � be approved by the owner. � N 13. All new ductwork,piping, equipment, etc. is shown with dark lineweight. All existing ductwork,piping, � � 0 equipment, etc. is shown with light lineweight. � ����� � � N W � � 0 CD) DEMO A O O� � CETR) EXISTINCz TO REMAIN ►�- p/ O � O CN) NEIU � m Q CRL) R�LOCA7E � Z U O � O Q � � � A 0 0 � � � � � m 0 � o Q � mz � Z � � � 4 � � O � � _ ,�, , � U � � . Q � — � ll � � �� � � � o � ��� � w � �� � � � o � � _ - � - � - - - _ �O � � � � / � I ' � d' l � � z �XISTINCa BASEBOARD I � � w 4 / ' ' TO R�MA IN D E C K �� ' � ~� ? � I �� J � � / / C—+ W N � � � o �,J�-� �;�_�;>�T �o � !�i r��E��� ~� i � I �� � �� BATH � ~ p �ED-���M � , _ __ __ _ IETR) 5 F7E � � cn � � � � � DINING ROOM � 4 � � � � � �` � , � (X CN) �' F �-2 �INNED 7UBE ELEM�NT � I � , � � � I I I lN) 5 E�CLOSURE j — Z � GONNE � T TO �XISTINCx NEAtINCs IUATER I I I PIPINC� IN ROOM WItN 3/4" GOPPER PIPINC�. VES11L3iJ�� / I-IALL Issu�d �or � � I I I _ r No. Date Gomment � � ' ' �' 0 1 3/I1/1� P�RMIT w Q-- I I I _ �D) 5 �7E _ «TR) 5 �TE - � , _ � � ,:. 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